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Item 6 - PlansPLANS FOR THE CONSTRUCTION OF LOCATION MAP PAVING, GRADING, WATER, SEWER AND SHEET INDEX SHEET NO. DESCRIPTION COVER SHEET GENERAL NOTES CITY OF SOUTHLAKE GENERAL NOTES DEMOLITION PLAN DIMENSION CONTROL PLAN GRADING PLAN PROPOSED DRAINAGE AREA MAP UTILITY PLAN EROSION CONTROL PLAN EROSION CONTROL DETAILS CONSTRUCTION DETAILS THE CITY OF SOUTHLAKE, DENTON COUNTY, TEXAS DRAINAGE IMPROVEMENTS TO SERVE PREPARED BY: CARRILLO ENGINEERING, LLC TEXAS BOARD OF PROFESSIONAL ENGINEERS REGISTRATION NO. F-15893 301 COMMERCE STREET, SUITE 1410 FORT WORTH, TEXAS 76102 PHONE NO.: 817-697-4969 CONTACT: ANNA L. CARRILLO, P.E. C0.00 C0.01 C0.02 C1.00 - C1.01 C2.00 - C2.01 C3.00 C4.00 C5.00 - C5.01 C6.00 - C6.01 C6.02 C7.00 N.T.S. SOUTHLAKE NATURE CENTER ARCHITECT: RPGA DESIGN GROUP, INC 101 S. JENNINGS AVE., SUITE 100 FORT WORTH, TEXAS 76104 PHONE: 817-332-9487 CONTACT: ROBERT P. GARZA 355 E. BOB JONES RD, SOUTHLAKE, TX 76092 DENTON COUNTY 04-29-2022 C0.00 STOREHOUSESTORAGEPHASEIIE DOVE ROAD NCARROLLAVEEDOVEROADNPEYTONVILLEAVEWDOVEROAD C0.01 GEOTECHNICAL REPORT PROJECT NO. 4G-2201001 BY: GILES ENGINEERING ASSOCIATES, INC. DATED: JANUARY 24, 2022 GENERALNOTESPAVING 1.CONTRACTOR TO PROVIDE MAX 2% SLOPE IN ALL DIRECTIONS FOR A MINIMUM DISTANCE OF 6' FROM ALL BUILDING ENTRANCES/EXITS. 2.ALL CONSTRUCTION SHALL BE IN GENERAL ACCORDANCE WITH THESE PLANS, CITY OF SOUTHLAKE STANDARD SPECIFICATIONS, THE FINAL GEOTECHNICAL REPORT AND COMMONLY ACCEPTED CONSTRUCTION STANDARDS. 3.THE CONTRACTOR SHALL FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO START OF CONSTRUCTION AND SHALL NOTIFY THE CONSTRUCTION MANAGER AND ENGINEER OF ANY CONFLICTS DISCOVERED. CONTRACTOR IS RESPONSIBLE FOR PROTECTING EXISTING UTILITIES (SHOWN OR NOT SHOWN) WITHIN SCOPE OF CONSTRUCTION. IF ANY EXISTING UTILITIES ARE DAMAGED, THE CONTRACTOR SHALL REPLACE THEM AT HIS OWN EXPENSE. 4.THE CONTRACTOR SHALL MAINTAIN ADEQUATE SITE DRAINAGE DURING ALL PHASES OF CONSTRUCTION. THE CONTRACTOR SHALL USE SILT FENCES (OR OTHER METHODS APPROVED BY THE ENGINEER AND CITY) AS REQUIRED TO PREVENT SILT AND CONSTRUCTION DEBRIS FROM FLOWING ONTO ADJACENT PROPERTIES. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE, OR LOCAL EROSION, CONSERVATION, AND SILTATION ORDINANCES. CONTRACTOR SHALL REMOVE ALL TEMPORARY EROSION CONTROL DEVICES UPON COMPLETION OF PERMANENT DRAINAGE FACILITIES AND THE ESTABLISHMENT OF A STAND OF GRASS OR OTHER GROWTH TO PREVENT EROSION. 5.ALL EXCAVATING IS UNCLASSIFIED AND SHALL INCLUDE ALL MATERIALS ENCOUNTERED. UNUSABLE EXCAVATED MATERIAL AND ALL WASTE RESULTING FROM SITE CLEARING AND GRUBBING SHALL BE DISPOSED OF OFF SITE BY THE GRADING CONTRACTOR AT HIS EXPENSE. 6.BEFORE ANY EARTHWORK IS DONE, THE CONTRACTOR SHALL STAKE OUT AND MARK THE LIMITS OF PAVEMENT AND OTHER ITEMS ESTABLISHED BY THE PLANS. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY SURVEYING FOR LINE AND GRADE CONTROL POINTS RELATED TO EARTHWORK. 7.THE CONTRACTOR SHALL PROTECT ALL EXISTING POWER POLES, SIGNS, MANHOLES, TELEPHONE RISERS, WATER VALVES, ETC. THAT ARE TO REMAIN OR BE RELOCATED DURING ALL CONSTRUCTION PHASES. 8.THE CONTRACTOR SHALL CLEAR AND GRUB THE SITE AND PLACE, COMPACT, AND MOISTURE CONDITION ALL FILL PER THE PROJECT GEOTECHNICAL ENGINEER'S SPECIFICATIONS. THE FILL MATERIAL TO BE USED SHALL BE APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT. 9.TESTING OF MATERIALS REQUIRED FOR THE CONSTRUCTION OF THE PAVING IMPROVEMENTS SHALL BE PERFORMED BY AN APPROVED AGENCY FOR TESTING MATERIALS. THE NOMINATION OF THE TESTING LABORATORY AND THE PAYMENT OF SUCH TESTING SERVICES SHALL BE MADE BY THE CONTRACTOR. THE OWNER SHALL APPROVE THE LABORATORY NOMINATED TO DO THE TESTING OF MATERIALS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SHOW BY STANDARD TESTING PROCEDURES THAT THE WORK CONSTRUCTED DOES MEET THE REQUIREMENTS OF THE CITY'S SPECIFICATIONS AND THESE PLANS. 10. BARRIER FREE RAMPS SHALL BE CONSTRUCTED AT ALL DRIVEWAY APPROACHES PER CITY STANDARDS AND IN ACCORDANCE WITH THESE PLANS. 11. ALL SIGNS, PAVEMENT MARKINGS, AND OTHER TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE "TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES". 12. CONTRACTOR SHALL FURNISH AND INSTALL ALL PAVEMENT MARKINGS FOR FIRE LANES, PARKING STALLS, HANDICAPPED PARKING SYMBOLS, AND MISCELLANEOUS STRIPING WITHIN PARKING LOT AND AROUND BUILDING AS SHOWN ON THE PLANS. ALL PAINT FOR PAVEMENT MARKINGS SHALL PER CITY OF SOUTHLAKE STANDARD SPECIFICATIONS. ALL PAVEMENT MARKING SHOULD BE THERMOPLASTIC. 13. ALL HANDICAP RAMPING, STRIPING, AND PAVEMENT MARKINGS SHALL CONFORM TO THE AMERICANS WITH DISABILITIES ACT OF 1990. 14. REFERENCE CITY OF SOUTHLAKE STANDARD CONSTRUCTION DETAILS FOR HANDICAP RAMP AND OTHER PAVING DETAILS. 15. REFERENCE LANDSCAPE PLANS BY OTHERS FOR LOCATION AND TYPE OF HANDICAP RAMPS TO BE PROVIDED AND FOR FLATWORK. 16. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR CONSTRUCTION AND ANY SPECIAL PROVISION AS APPROVED BY THE CITY OF SOUTHLAKE. 17. CONTRACTOR RESPONSIBLE FOR PREPARATION, SUBMITTAL, AND APPROVAL BY CITY OF SOUTHLAKE OF TRAFFIC CONTROL PLAN PRIOR TO START OF CONSTRUCTION. 18. SIDEWALKS TO CONFORM TO THE MINIMUM STANDARDS PER CITY OF SOUTHLAKE CONSTRUCTION DETAILS. 19. UNLESS THE PLANS SPECIFICALLY DICTATE TO THE CONTRARY, ON-SITE AND OTHER DIRECTIONAL SIGNS SHALL BE LOCATED OUT OF THE PEDESTRIAN AND AUTOMOBILE ROUTES. SIGN HEIGHT, LOCATION, AND STRUCTURE SHALL BE SUCH THAT THE SIGNS POSE NO THREAT TO PUBLIC SAFETY AND CONFORM TO THE STANDARDS ESTABLISHED PER CITY OF SOUTHLAKE DEVELOPMENT SERVICES' DESIGN STANDARDS. 20. CONTRACTOR SHALL VERIFY HANDICAP RAMPS COMPLY WITH A.D.A. AND T.A.S STANDARDS. 21. REFER TO GEOTECHNICAL REPORT FOR SOIL COMPACTION SPECIFICATION. 22. CONSTRUCTION JOINTS SHALL BE REQUIRED AT INTERRUPTIONS OF PAVING OPERATIONS SUCH AS THOSE OCCURRING AT THE END OF THE DAY OR DUE TO WEATHER OR EQUIPMENT BREAKDOWN. PLACE AT LONGITUDINAL CONSTRUCTION OR ISOLATION JOINT LOCATIONS. 23. CONTRACTOR TO INSTALL CONSTRUCTION JOINTS IN CONCRETE PAVEMENT AT ALL PC'S AND AS CONVENIENT TO PHASING OF POURS. CONCRETE PAVEMENT TO BE CONSTRUCTED WITH ISOLATION JOINTS AROUND THE PERIMETER OF ANY BLOCK OUT IN PAVEMENT AND SAWED DUMMY JOINTS NO FARTHER THAN EVERY 12' IN BOTH DIRECTIONS. 24. ALL JOINTS ARE TO CONTINUE THROUGH THE CURB 25. RADIAL JOINTS SHALL BE NO SHORTER THAN 24". 26. ALL CONSTRUCTION JOINTS SHALL BE SAWED, CLEANED OF DEBRIS, BLOWN DRY AND IMMEDIATELY SEALED WITH HOT POURED RUBBER JOINT SEALING COMPOUND. 27. CONTRACTOR TO SUBMIT JOINTING PLAN TO PROJECT MANAGER FOR REVIEW PRIOR TO ANY PAVING OPERATIONS. GRADING 1.CONTRACTOR TO PROVIDE POSITIVE DRAINAGE AWAY FROM THE BUILDING DURING CONSTRUCTION SO AS NOT TO ALLOW WATER TO COLLECT FOR EXTENDED PERIODS OF TIME AND THAT CAN AVERSELY AFFECT BUILDING PAD. 2.ALL CONSTRUCTION TO BE IN ACCORDANCE WITH THESE PLANS AND THE CITY OF SOUTHLAKE DESIGN STANDARDS FOR CONSTRUCTION. 3.PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL MAKE CERTAIN THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED ALL PLANS AND OTHER DOCUMENTS APPROVED BY ALL OF THE PERMITTING AUTHORITIES. 4.BARRICADING, TRAFFIC CONTROL, AND PROJECT SIGNS SHALL CONFORM TO THE CITY OF SOUTHLAKE DESIGN STANDARDS FOR CONSTRUCTION. 5.THE GENERAL CONTRACTOR AND ALL SUB-CONTRACTORS SHALL VERIFY THE SUITABILITY OF ALL EXISTING AND PROPOSED SITE CONDITIONS INCLUDING GRADES AND DIMENSIONS BEFORE COMMENCEMENT OF ANY CONSTRUCTION, THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES. MINOR ADJUSTMENTS TO FINISH GRADE TO ACCOMPLISH SOPOT DRAINAGE ARE ACCEPTABLE. IF NECESSARY, UPON PRIOR APPROVAL OF ENGINEER. PAVING INSTALLED SHALL "FLUSH OUT" AT ANY JUNCTURE WITH EXISTING PAVING. 6.THE LOCATIONS OF UNDERGROUND UTILITIES SHOWN IN THESE PLANS ARE BASED ON FIELD SURVEYS AND LOCAL UTILITY COMPANY RECORDS. IT SHALL BE THE CONTRACTOR'S FULL RESPONSIBILITY TO CONTACT THE VARIOUS UTILITY COMPANIES TO LOCATE THEIR UTILITIES PRIOR TO STARTING CONSTRUCTION. 7.CONTRACTOR SHALL VERIFY ALL EXISTING INVERTS AND RIM ELEVATIONS PRIOR TO CONSTRUCTION COMMENCEMENT. 8.ALL PROPOSED CONTOURS ARE APPROXIMATE. PROPOSED SPOT ELEVATIONS AND STREET PROFILES ARE TO BE USED IN THE EVENT OF ANY DISCREPANCIES. GENERAL NOTES: 1.ALL CONSTRUCTION TO BE IN ACCORDANCE WITH THESE PLANS AND THE CITY OF SOUTHLAKE STANDARDS SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION AND THE NORTH CENTRAL TEXAS COUNCIL OF GOVERNMENTS LATEST EDITION. ANY WORK WITHIN TXDOT RIGHT-OF-WAY SHALL STRICTLY ADHERE TO TXDOT STANDARDS AND SPECIFICATIONS. 2.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS AND APPROVALS. 3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL AND DISPOSAL OFFSITE OF ANY EXISTING PAVING AND STRUCTURES REMOVED. 4.BEFORE STARTING CONSTRUCTION, CONTRACTOR SHALL FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF ALL EXISTING UTILITIES WHERE PROPOSED UTILITIES ARE BEING CONNECTED. THE LOCATION OF ALL UTILITIES SHOWN ON THESE PLANS WAS TAKEN FROM EXISTING PUBLIC RECORDS. THE EXACT LOCATION AND ELEVATION OF ALL UTILITIES MUST BE DETERMINED BY CONTRACTOR. IT SHALL BE THE DUTY AND RESPONSIBILITY OF THE CONTRACTOR TO ASCERTAIN WHETHER ANY ADDITIONAL FACILITIES OTHER THAN THOSE SHOWN ON THE PLANS MAY BE PRESENT. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF A DISCREPANCY AND/OR CONFLICT IS DISCOVERED. CONTRACTOR WILL BE RESPONSIBLE FOR ANY DAMAGE CAUSED TO EXISTING UTILITIES DURING CONSTRUCTION. 5.IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN NEAT AND ACCURATE CONSTRUCTION RECORD PLANS. 6.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION STAKING. 7.WATER AND SEWER SERVICES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF SOUTHLAKE STANDARDS AND SPECIFICATIONS. WATER AND SEWER MAIN LINES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE SOUTHLAKE WATER UTILITIES STANDARDS AND SPECIFICATIONS. 8.ALL EXISTING TRAFFIC AND STREET SIGNS DISTURBED SHALL BE REINSTALLED WHERE APPLICABLE BY THE CONTRACTOR. 9.CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL EXISTING STRUCTURES, UTILITIES, AND SERVICES PRIOR TO EXCAVATION AND CONSTRUCTION. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH UTILITY COMPANIES FOR THE RELOCATION OF ANY EXISTING UTILITIES. 11. CONTRACTOR SHALL USE ALL NECESSARY PRECAUTIONS TO AVOID CONTACT WITH OVERHEAD AND UNDERGROUND POWER LINES. 12. THE CONTRACTOR SHALL REVIEW AND VERIFY ALL DIMENSIONS SHOWN ON THE PLANS AND REVIEW ALL FIELD CONDITIONS, INCLUDING EXISTING GRADES AND UTILITY FLOW LINES, AND SHOULD DISCREPANCIES OCCUR, THE CONTRACTOR SHALL NOTIFY THE ENGINEER TO OBTAIN THE ENGINEER'S CLARIFICATION BEFORE COMMENCING WITH CONSTRUCTION. 13. THE CONTRACTOR SHALL PROTECT ALL EXISTING STRUCTURES, UTILITIES, AND OTHER FACILITIES TO REMAIN AND SHALL REPAIR ANY DAMAGES DUE TO HIS CONSTRUCTION ACTIVITIES AT NO COST TO THE OWNER. 14. ALL EXISTING SHRUBS, TREES, PLANTING, AND OTHER VEGETATION, OUTSIDE OF PROPERTY LIMITS DISTURBED DURING CONSTRUCTION SHALL BE REPLACED WITH EQUIVALENT MATERIAL BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. 15. THE CONTRACTOR SHALL CONSTRUCT SILT SCREENS OR OTHER APPROVED DEVICES PRIOR TO CONSTRUCTION TO PREVENT ADVERSE OFF SITE IMPACT OF STORM WATER QUALITY, AS REQUIRED BY THE CITY OF SOUTHLAKE. CONTRACTOR IS RESPONSIBLE FOR PROPER MAINTENANCE OF THE REQUIRED EROSION CONTROL DEVICES THROUGHOUT THE ENTIRE CONSTRUCTION PROCESS. THE EROSION CONTROL DEVICES SHOULD REMAIN IN PLACE, WHERE PRACTICAL, UPON COMPLETION OF CONSTRUCTION. 16. CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL SILT AND DEBRIS OFFSITE FROM THE EXISTING ROADWAYS AND PROJECT SITE THAT ARE A RESULT OF THE PROPOSED CONSTRUCTION AS REQUESTED BY THE CITY OF SOUTHLAKE. AS A MINIMUM, THIS TASK SHOULD OCCUR ONCE A WEEK. 17. CONNECTIONS TO EXISTING FACILITIES SHALL BE ACCOMPLISHED IN A NEAT AND PROFESSIONAL MANNER. WHEN FIELD CONDITIONS INDICATE ANY VARIANCE FROM DETAILED METHODS, THE CONTRACTOR SHALL PROVIDE COMPREHENSIVE AND DETAILED DRAWINGS (FOR APPROVAL) OF METHODS PROPOSED. 18. WATER SHALL NOT BE PERMITTED IN OPEN TRENCHES DURING CONSTRUCTION. 19. CONTRACTOR SHALL CONTACT THE CITY ENGINEERING DEPARTMENT'S INSPECTOR AND THE SOUTHLAKE WATER UTILITIES INSPECTOR ASSIGNED TO THIS PROJECT AT LEAST 48 HOURS PRIOR TO STARTING CONSTRUCTION. 20. CONTRACTOR IS RESPONSIBLE FOR STABILIZING DISTURBED AREAS FROM BACK OF CURB TO THE RIGHT-OF-WAY AND AREAS OTHERWISE SPECIFIED ON THE PLANS. 21. CONTRACTOR IS TO CONSTRUCT A STABILIZED CONSTRUCTION EXIT AT ALL PRIMARY POINTS OF ACCESS. THIS STABILIZED EXIT SHALL BE CONSTRUCTED PER CITY DETAILS ACCORDING TO THE STORM WATER POLLUTION PREVENTION PLAN. 22. ANY WATER OR SANITARY SEWER SERVICE LOCATED OUTSIDE OF A STREET, ALLEY, OR EASEMENT SHALL BE INSTALLED BY A PLUMBER AND BE INSPECTED BY CODE ENFORCEMENT. 23. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUBMITTING A TRENCH SAFETY PLAN TO THE CITY OF SOUTHLAKE PUBLIC WORKS DEPARTMENT AT THE TIME OF THE PRECONSTRUCTION MEETING, OR PRIOR TO BEGINNING CONSTRUCTION OF THESE IMPROVEMENTS. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING TRENCH SAFETY REQUIREMENTS IN ACCORDANCE WITH CITY STANDARDS, TEXAS STATE LAW, AND O.S.H.A. STANDARDS FOR ALL EXCAVATION IN EXCESS OF FIVE FEET IN DEPTH. NO OPEN TRENCHES WILL BE ALLOWED OVERNIGHT WITHOUT THE PRIOR SPECIFIC WRITTEN APPROVAL OF THE CITY OF SOUTHLAKE PUBLIC WORKS DEPARTMENT. ONSITE SAFETY IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 24. DURING CONSTRUCTION, ALL MATERIAL TESTING SHALL BE COORDINATED WITH THE CITY OF SOUTHLAKE'S' CONSTRUCTION INSPECTOR. 25. CONTRACTOR SHALL CONTACT THE CITY BUILDING OFFICIAL TO LEARN OF ANY UNUSUAL CONSTRUCTION SEQUENCING REQUIREMENTS THE CITY MAY REQUIRE. 26. THE CONTRACTOR WILL BE RESPONSIBLE FOR COMPLYING WITH CITY SPECIFICATIONS FOR PAVING CONSTRUCTION, COMPACTION REQUIREMENTS, AND SUBGRADE PREPARATION. 27. CONTRACTOR TO REVIEW DESIGN INTENT OF THESE PLANS AND SUBMIT REQUESTS-FOR-INFORMATION IN A TIMELY MANNER PRIOR TO COMMENCING THAT WORK. 28. CONTRACTOR SHALL COORDINATE WITH FRANCHISE UTILITY COMPANIES FOR SLEEVING REQUIREMENTS PRIOR TO ANY PAVING ACTIVITIES. 29. ALL APPURTENANCES INSTALLED IN PAVEMENT AREAS SHALL BE ADJUSTED AS REQUIRED TO BE FLUSH WITH FINISHED PAVEMENT. 30. THE CONTRACTOR WILL BE SOLELY RESPONSIBLE FOR COMPLETING AND IMPLEMENTING TRAFFIC CONTROL PLAN. 8.REFER TO PAVING PLANS AND PLAT FOR HORIZONTAL DIMENSIONS. 9.UNLESS NOTED OTHERWISE, ALL GRADES NOTES ARE TO TOP OF SURFACE. REFER TO PAVING PLANS FOR CURBING PROFILES AND BACK-OF-CURB ELEVATIONS. 10. REFER TO EROSION CONTROL PLAN FOR EROSION CONTROL DEVICES TO BE INSTALLED PRIOR TO COMMENCING GRADING OPERATIONS. 11. ALL SURFACE ORGANIC SOIL AND VEGETATION SHOULD BE REMOVED AND DISPOSED OF OFF THE CONSTRUCTION SITE. ALL VEGETATION SHALL BE CLEARED AND GRUBBED FOR ALL AREAS TO BE DISTURBED. 12. AREAS WHERE FILL IS TO PLACED SHALL CONFORM TO THE RECOMMENDATIONS PROVIDED BY THE GEOTECHNICAL ENGINEER. 13. PRIOR TO THE PLACEMENT OF FILL MATERIAL, THE EXPOSED SUBGRADE SHOULD BE SCARIFIED TO THE DEPTHS OF 6-INCHES AND THEN RE-COMPACTED TO AT LEAST 95% OF THE MAXIMUM DRY DENSITY PER ASTM D-698. 14. ALL FILL MATERIAL TO BE PLACED AT THE SITE SHOULD BE PLACED AT 8-INCHES LOOSE LIFTS. EACH LIFT SHOULD BE COMPACTED TO AT LEAST 95% OF THE MAXIMUM DENSITY PER ASTM-698. THE MOISTURE CONTENT SHOULD BE AT OR ABOVE OPTIMUM. SILTY SANDS AND SANDS SHOULD BE COMPACTED TO A MINIMUM OF 60% OF THE RELATIVE DENSITY AS DETERMINED BY ASTM D-4254. 15. MATERIAL USED AS ENGINEERED FILL SHOULD BE PER SOILS REPORT. 16. MOISTURE CONTENT OF THE FILL MATERIAL SHOULD BE ACCORDING TO GEOTECHNICAL REPORT. WATER AND SANITARY ALL MATERIALS AND WORKMANSHIP TO CONFORM TO THE REQUIREMENTS SET FORTH IN THE CITY OF SOUTHLAKE STANDARDS AND SPECIFICATIONS. 1.WATER DOMESTIC SERVICE SHALL BE TYPE K COPPER PIPE PER ASTM B88. 2.SEWER PIPE SHALL BE SDR-26 PIPE. 3.WATER MAINS SHALL HAVE THE FOLLOWING MINIMUM COVER BELOW STREET GRADES: SIZE COVER 6"4.0' 8"4.0' 12"5.0' 16"5.0' 4.ANY NEW UTILITY LINE SHALL BE MARKED BY INSTALLING THE APPROPRIATE MARKING TAPE IN THE TRENCH. THE TAPE SHALL MEET THE FOLLOWING SPECIFICATION: A. MARKING TAPE SHALL CONSIST OF A 5.0 MIL INERT POLYETHYLENE PLASTIC MATERIAL. B. BURIAL DEPTH SHALL GENERALLY BE 18” BELOW FINAL GRADE FOR SHALLOW EXCAVATIONS. C. FOR DEEPER EXCAVATIONS (GREATER THAN 5' COVER), A SECOND TAPE SHALL BE PLACED 2' ABOVE THE TOP OF PIPE. 5.IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY EXACT LOCATIONS OF EXISTING PUBLIC AND PRIVATE UTILITIES AND SERVICES PRIOR TO COMMENCING CONSTRUCTION. THE CONTRACTOR SHALL CALL 1-800-DIG-TESS FOR FIELD LOCATION OF EXISTING UTILITIES. CALL AT LEAST 48 HOURS BEFORE LOCATIONS ARE NEEDED. NOTE THAT THE DIG TESS SERVICE DOES NOT LOCATE ALL UTILITIES, ONLY THOSE REGISTERED WITH THE SERVICE. 6.LOCATIONS AND SIZES OF EXISTING PUBLIC AND PRIVATE UTILITIES SHOWN ON THESE PLANS ARE FROM CITY AND UTILITY COMPANY RECORDS ONLY. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR LOCATING ALL UTILITIES AND FOR DAMAGES RESULTING FROM FAILURE TO DO SO. 7.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING "RECORD" PLANS TO THE PROJECT MANAGER SHOWING THE LOCATION OF WATER AND SEWER SERVICES AND ANY DEVIATIONS FROM PLANS MADE DURING CONSTRUCTION. 8.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS SHOWN, COORDINATING THE HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITY SERVICES ENTERING THE BUILDING AND/OR CROSSING OTHER UTILITIES. 9.THE SITE UTILITY CONTRACTOR SHALL PROVIDE ALL MATERIALS AND APPURTENANCES NECESSARY FOR COMPLETE INSTALLATION OF THE UTILITIES. ALL PUBLIC PIPE, STRUCTURES, AND FITTINGS SHALL BE INSPECTED BY CITY OF SOUTHLAKE WATER UTILITIES PRIOR TO BEINGCOVERED. THE INSPECTOR MUST ALSO BE PRESENT DURING DISINFECTION, PRESSURE, AND MANDREL TESTING OF ALL MAINS. THE CONTRACTOR'S BID PRICE SHALL INCLUDE ALL INSPECTION FEES. 10. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR SITE TRENCH SAFETY DURING ALL PHASES OF CONSTRUCTION. THE CONTRACTOR SHALL SUBMIT A TRENCH EXCAVATION PROTECTION PLAN, SEALED BY A GEOTECHNICAL ENGINEER REGISTERED IN THE STATE OF TEXAS, FOR ALL TRENCHES DEEPER THAN FIVE (5) FEET. 11. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE CITY OF SOUTHLAKE TECHNICAL SPECIFICATIONS AND ANY SPECIAL PROVISION AS APPROVED BY THE CITY OF SOUTHLAKE.SOUTHLAKENATURECENTER355E.BOBJONESRD,SOUTHLAKE,TX76092301CommerceStreet,Ste1410-FortWorth,Texas76102Phone817-896-0976-FirmRegistration#F-15893CarrilloEngineering,LLCDIG TESS (at least 72 hours prior to digging) 1-800-DIG-TESS CAUTION!! BENCHMARK No. 1BOX CUT ON THE CORNER OF EXISTING PARKING LOT ONTHE NORTHWEST SIDE OF BOB JONES NATURE CENTER. ELEV=609.26 BENCHMARK No. 2 BOX CUT ON SIDEWALK OF EXISTING GARDEN NEXT TO BARN. APPROXIMATELY 45 FEET SOUTHWEST FROM EXISTING BARN.ELEV=614.16 04-29-2022 C0.02 CITYOFSOUTHLAKEGENERALNOTESLast updated: 8/2019 PUBLIC WORKS DEPARTMENT GENERAL NOTES 1.ALL CONSTRUCTION SHALL BE IN STRICT ACCORDANCE WITH THE STANDARDS OF THE CITY OF SOUTHLAKE AND GOVERNED BY THE NORTH CENTRAL TEXAS COUNCIL OF GOVERNMENT'S STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION LATEST EDITION. 1.ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE CITY OF SOUTHLAKE STANDARDS WHERE THEY DIFFER FROM NCTCOG STANDARDS. 2.THE TEXAS DEPARTMENT OF TRANSPORTATION (TXDOT) MUST APPROVE ANY WORK TO BE DONE IN THE STATE HIGHWAY RIGHT-OF-WAY. AN APPLICATION AND APPROPRIATE PLANS MUST BE SUBMITTED DIRECTLY TO TXDOT FOR REVIEW. 3.A PERMIT IS REQUIRED TO CUT A CITY STREET OR WORK WITHIN THE RIGHT-OF-WAY. THE PERMIT IS ISSUED BY THE PUBLIC WORKS DEPARTMENT. 4.THE LOCATION OF UNDERGROUND FACILITIES INDICATED ON THE PLANS IS TAKEN FROM PUBLIC RECORDS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAKE ARRANGEMENTS WITH THE OWNERS OF SUCH UNDERGROUND FACILITIES PRIOR TO WORKING IN THE AREA TO CONFIRM THEIR EXACT LOCATION AND TO DETERMINE WHETHER ANY ADDITIONAL FACILITIES OTHER THAN THOSE SHOWN ON THE PLANS MAY BE PRESENT. THE CONTRACTOR SHALL PRESERVE AND PROTECT ALL UNDERGROUND FACILITIES. IF EXISTING UNDERGROUND UTILITIES ARE DAMAGED, THE CONTRACTOR WILL BE RESPONSIBLE FOR THE COST OF REPAIRING THE UTILITY. UNDERGROUND FACILITY OWNER TELEPHONE NUMBER ABOVE NET FIBER (214) 869-8352 AT&T (214) 745-2964 AT&T TEXAS (CALL DIGTESS)(800) 344-8377 ATMOS ENERGY (817) 359-1313 CHARTER COMMUNICATIONS (817) 822-8745 CITY OF SOUTHLAKE (817) 748-8082 DIGTESS (LINE LOCATES)(800) 344-8377 LEVEL (3) COMMUNICATIONS (877) 366-8344 ONCOR ELECTRIC DELIVERY (817) 215-6688 ONE SOURCE COMMUNICATIONS (817) 692-6042 TRI COUNTY ELECTRIC (817) 431-1541 VERIZON ENGINEERING (972) 578-3354 5.WHERE EXISTING UTILITIES OR SERVICE LINES ARE CUT, BROKEN OR DAMAGED, THE CONTRACTOR SHALL REPLACE OR REPAIR THE UTILITIES OR SERVICE LINES WITH THE SAME TYPE OF ORIGINAL MATERIAL AND CONSTRUCTION, OR BETTER, UNLESS OTHERWISE SHOWN OR NOTED ON THE PLANS, AT HIS OWN COST AND EXPENSE. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER AT ONCE OF ANY CONFLICTS IN GRADES AND ALIGNMENT. 6.ALL EXCAVATIONS, TRENCHING AND SHORING OPERATIONS SHALL COMPLY WITH THE REQUIREMENTS OF THE U. S. DEPARTMENT OF LABOR, OSHA, "CONST. SAFETY AND HEALTH REGULATIONS.", VOL. 29, SUBPART P. PG. 128 - 137, AND ANY AMENDMENTS THERETO. 7. ADEQUATE MEASURES SHALL BE TAKEN TO PREVENT EROSION. IN THE EVENT THAT SIGNIFICANT EROSION OCCURS AS A RESULT OF CONSTRUCTION THE CONTRACTOR SHALL RESTORE THE ERODED AREA TO ORIGINAL CONDITION OR BETTER. 8. THE CONTRACTOR SHALL RESTORE ALL AREAS DISTURBED BY CONSTRUCTION TO ORIGINAL CONDITION OR BETTER. RESTORED AREAS INCLUDE, BUT ARE NOT LIMITED TO TRENCH BACKFILL, SIDE SLOPES, FENCES, CULVERT PIPES, DRAINAGE DITCHES, DRIVEWAYS, PRIVATE YARDS AND ROADWAYS. 9.ANY CHANGES NEEDED AFTER CONSTRUCTION PLANS HAVE BEEN RELEASED, SHALL BE APPROVED BY THE CITY ENGINEER. THESE CHANGES MUST BE RECEIVED IN WRITING FROM THE FROM THE DESIGN ENGINEER. THE DIRECTOR OF PUBLIC WORKS SHALL APPROVE ANY DEVIATIONS FROM STATE REGULATIONS. 10.THE CONTRACTOR SHALL PROVIDE “RED LINED” MARKED PRINTS TO THE ENGINEER PRIOR TO FINAL INSPECTION INDICATING ALL CONSTRUCTION WHICH DEVIATED FROM THE PLANS OR WAS CONSTRUCTED IN ADDITION TO THAT INDICATED ON THE PLANS. 11.THE CONTRACTOR MUST FIELD VERIFY EXISTING SERVICE LOCATIONS PRIOR TO INSTALLING NEW SERVICES. WHEN INSTALLING A NEW WATER LINE, ALL EXISTING SERVICES MUST BE CONNECTED TO THE NEW LINE. 12.THE CONTRACTOR SHALL KEEP RECORDS FOR RECORD DRAWINGS AND SHALL SUBMIT MARKUPS TO THE CITY INSPECTOR PRIOR TO SCHEDULING A FINAL WALKTHROUGH INSPECTION. 13.PRIOR TO CONSTRUCTION, A PRE-CONSTRUCTION MEETING SHALL BE HELD WITH REPRESENTATIVES FROM ALL CONTRACTORS, THE ENGINEER AND THE CITY OF SOUTHLAKE. 14.ALL CONSTRUCTION MUST ADHERE TO THE TREE PRESERVATION ORDINANCE GENERAL NOTES - WATER IMPROVEMENTS 1. ALL 1” AND 2” WATER METERS WILL BE INSTALLED BY CITY PERSONNEL. 2. FIRE HYDRANTS SHALL BE LOCATED OUTSIDE OF SIDEWALK IF WALK INTENDED. 3. ALL WATER LINES SHALL BE PVC PIPE CONFORMING TO AWWA STANDARD C-900 SDR-18 MINIMUM, WITH NSF SEAL, PRESSURE TESTED AND DISINFECTED IN ACCORDANCE WITH NCTCOG STD. SPECS. WATER MAINS TO HAVE A MINIMUM OF 42” COVER TO THE TOP OF PIPE. SERVICE LINE CONNECTORS SHALL BE COMPRESSION-TYPE WITH STAINLESS STEEL TUBE LINERS. 4. ALL WATER LINES NOT UNDER PAVEMENT TO BE ENCASED IN SAND AND BACKFILL SHALL BE SELECT MATERIAL COMPACTED TO 95% STANDARD PROCTOR DENSITY. PIPE INCLUDING SERVICES UNDER PUBLIC PAVEMENT REQUIRES CEMENT TREATED SAND BACKFILL. 5.WATER SERVICES SHOULD BE LOCATED 10’ UPSTREAM OF THE SANITARY SEWER SERVICES. EACH LOCATION IS TO BE STAMPED ON THE CURB WITH 2" HIGH LETTER "W". 6.ALL SERVICES TO THE METER TO BE MINIMUM 1” SDR-9 CLASS 200 POLYETHYLENE. 7.WATER METER BOXES WILL BE FURNISHED AND INSTALLED AFTER PAVING ACTIVITIES HAVE BEEN COMPLETED. 8.CURB STOPS SHOULD BE TESTED FOR LEAKAGE AND FULL FLOW WHEN SYSTEM IS PRESSURE TESTED. 9.ALL FIRE HYDRANT ASSEMBLIES (MUELLER, M&H, OR WATEROUS ONLY) TO BE EQUIPPED WITH A 6" GATE VALVE AND BOX. HYDRANTS SHALL BE INSTALLED WITH A FACTORY BASED PRIME COAT ONLY. HYDRANTS WILL BE PAINTED BY THE CITY. 10.ANY WATER VALVES LOCATED WITHIN PAVEMENT AREAS SHALL BE ADJUSTED TO FINAL GRADE BY THE PAVING CONTRACTOR. THE PAVING CONTRACTOR SHALL CONSTRUCT A TYPICAL CONCRETE BLOCK OUT PER DETAIL ON SHEET. 11.FIRE HYDRANTS SHALL BE EQUIPPED WITH 4-1/2" X 5" STORZ ADAPTER CONNECTION WITH BUTTERFLY VANES. 12.WHEN A WATER LINE IS BORED, THE CASING SHALL BE CAPPED AND VALVES ADDED ON EITHER SIDE. 13.ALL FITTINGS AND BENDS SHALL HAVE MEGA LUG RETAINER GLANDS. 14.FOR VALVES (MUELLER, M&H, OR WATEROUS ONLY) INSTALLED 4’ AND DEEPER, EXTENSION WITH CENTER RING 2’ OR LESS IS REQUIRED. 15.TAPPING SADDLES MUST BE ALL STAINLESS STEEL GENERAL NOTES - SANITARY SEWER IMPROVEMENTS 1. SANITARY SEWER PVC PIPE SHALL BE SDR 35 IF DEPTH OF LINE IS 10’ OR LESS AND SDR 26 IF DEPTH OF LINE IS GREATER THAN 10’. 2. PIPE NOT UNDER PAVEMENT SHALL BE BEDDED IN CLASS II, OR BETTER, MATERIAL AS DEFINED IN ASTM D-2321, AND PLACED AS DIRECTED THEREIN. BACKFILL SHALL BE SELECT MATERIAL COMPACTED TO 95% STANDARD PROCTOR DENSITY. PIPE, INCLUDING SERVICES UNDER PUBLIC PAVEMENT REQUIRES CEMENT TREATED SAND BACKFILL. 3. AFTER COMPLETION OF ALL TESTING (I.E. MANDREL & AIR) CONTRACTOR SHALL PERFORM A TELEVISION INSPECTION AND PROVIDE VIDEOTAPE TO THE PUBLIC WORKS DEPARTMENT. DEFLECTION TESTING SHALL BE PERFORMED AS SPECIFIED IN SPECIAL CONDITIONS. 4. A 2" HIGH LETTER "S" SHALL BE STAMPED ON THE CURB TO MARK THE LOCATION OF THE SEWER SERVICES. THE SERVICE SHOULD BE LOCATED IN THE CENTER OF EACH LOT. 5. ONE JOINT OF 150-PSI PRESSURE RATED PIPE SHALL BE INSTALLED UNDER ALL PROPOSED WATER PIPE CROSSINGS. 6. CONTRACTOR TO PLACE A 3/4" PLYWOOD FALSE BOTTOM IN ALL SANITARY SEWER MANHOLES BEFORE PAVING CONTRACTOR BEGINS WORK. 7. RIM ELEVATIONS OF THE PROPOSED SANITARY SEWER MANHOLES IN STREETS ARE TO BE CONSTRUCTED 18" BELOW FINAL FINISHED GRADES BY UTILITY CONTRACTOR AND ADJUSTED BY PAVING CONTRACTOR TO FINISHED GRADE AT TIME OF PAVING. EACH SHALL HAVE A TYPICAL CONCRETE BLOCK-OUT CONSTRUCTED PER STANDARD DETAIL. 8. ALL TRENCHES SHALL BE COMPACTION TESTED AT THE RATE OF ONE TEST PER 300 L.F. OF TRENCH PER LIFT. LIFTS SHALL BE NO GREATER THAN 12" LOOSE. TESTS SHALL BE STAGGERED SO THAT TESTS OF ADJACENT LIFTS ARE NOT DIRECTLY OVER THE PREVIOUS LIFT. IF THE DISTANCE BETWEEN MANHOLES EXCEEDS 300 L.F., A MINIMUM OF 2 TESTS PER LIFT SHALL BE TAKEN. THE TESTING LAB SHALL PROVIDE THE LOCATION OF ALL RESULTS ON A PLAN AND PROFILE SHEET PRIOR TO TRENCH ACCEPTANCE. THE PAVING CONTRACTOR SHALL NOT BEGIN WORK UNTIL THE CITY OF SOUTHLAKE HAS APPROVED ALL TRENCH WORK. 9.ALL MANHOLES SHALL BE VACUUMED TESTED. 10. ANY TIE-IN TO AN EXISTING MANHOLE MUST BE CORED. (NO BREAKOUTS ALLOWED) CORE SHALL BE 2” LARGER THAN PIPE SIZE 11. ONLY RIDGED SADDLES APPROVED. (NO RUBBER SADDLES). 12. FILTER FABRIC TO BE INSTALLED OVER CHAT ROCK. 13. MANHOLE MUST BE RAISED 1/4 INCH PER FOOT BEHIND CURB. 14. NO FLAT TOPS UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. 15. INFLOW LINES OVER 16” OFF THE FLOOR MUST HAVE INTERNAL DROP WITH RELINER AND STAINLESS-STEEL LIFT. 16. INVERT IS TO BE REWORKED, WHEN TYING TO EXISTING MANHOLES. 17. OUTFALL MANHOLE AND THE 2 DOWNSTREAM MANHOLES MUST BE SPRAYED WITH RAVEN LINER. (MINIMUM 125 MIL THICK) 18. 3” BUTYL RUBBER MUST BE USED UNDER RING THE FIRST RISER RING. 19. 3/8” BUTYL RUBBER MUST BE USED BETWEEN LAD-TECH RISER RINGS. 20. CRETEX IS APPROVED EQUAL AND MUST HAVE SEALANT BETWEEN RISER RINGS. 21. LAD-TECH AND CRETEX ARE THE ONLY APPROVED MATERIALS FOR GRADE ADJUSTMENT. 22. 45-DEGREE BENDS TO BE USED AT THE BOTTOM OF AN INTERNAL DROP TO DIRECT FLOW DOWNSTREAM. 23. ALL INTERNAL DROPS MUST BE ONE SIZE LARGER THAN PIPE DIAMETER COMING IN. 24. ONLY NON-SHRINK GROUT TO BE USED FOR MINOR PATCHING INSIDE MANHOLES. GENERAL NOTES - PAVING IMPROVEMENTS 1.ALL FILL SHALL BE COMPACTED TO A DENSITY OF AT LEAST NINETY-FIVE (95%) PERCENT STANDARD PROCTOR AS PER ASTM D 698 AT OR ABOVE OPTIMUM MOISTURE CONTENT. LIFTS SHALL BE AS SPECIFIED PER THE SOILS LAB RECOMMENDATION AND AS APPROVED BY THE CITY. ALL FILL SHALL BE TESTED AS INSTALLED AND CERTIFIED BY AN APPROVED SOILS LABORATORY 2.ALL STREETS, UNLESS ALTERNATIVE DESIGN IS SUBMITTED BY LAB, DESIGNED BY THE TRIAXIAL METHOD AS SPECIFIED IN TEXAS HIGHWAY DEPARTMENT REQUIREMENTS AND APPROVED BY THE CITY OF SOUTHLAKE, SHALL BE CONSTRUCTED ON A MINIMUM OF (6") INCHES OF STABILIZED SUBGRADE (LIME OR CEMENT) AS SOIL TESTS INDICATE. COMPACTION SHALL BE NINETY-FIVE (95%) PERCENT DENSITY AS PER AASHTO DESIGNATION T180. DENSITY TESTS SHALL BE TAKEN EVERY 1,000 SQUARE YARDS OR LESS, AS REQUIRED BY CITY INSPECTOR. 3.THE SUB-GRADE SHALL BE PROOF ROLLED AND OBSERVED BY THE CONSTRUCTION INSPECTOR PRIOR TO AND AFTER SUB-GRADE STABILIZATION. 4.CURB AND GUTTER SHALL CONSIST OF STEEL REINFORCED CONCRETE AND SHALL BE SIX (6") INCHES HIGH AND THIRTY (30") INCHES WIDE. 5.THE PARKWAYS AND STREETS SHALL BE ROUGH CUT TO A PLUS OR MINUS ONE-TENTH (0.1') FEET OF THEIR RESPECTIVE FINAL GRADES. 6.CONSTRUCTION OF WHEEL CHAIR RAMPS WILL BE THE RESPONSIBILITY OF THE PAVING CONTRACTOR AT THE TIME OF PUBLIC IMPROVEMENTS. 7.INDIVIDUAL WATER AND SEWER SERVICES AND WATER VALVES SHALL HAVE A SUITABLE MARKER ("W" FOR WATER, "S" FOR SANITARY SEWER AND “V” FOR VALVES) STAMPED ON THE FACE OF THE CURB, OR IF NO CURB IS CONSTRUCTED, ON THE TOP OF THE PAVEMENT. THE MARKS SHALL BE A MINIMUM OF TWO (2") INCHES IN HEIGHT AND WIDTH. WATER SERVICES SHALL BE LOCATED 10’ UPSTREAM FROM THE SANITARY SEWER SERVICE, WITH THE SEWER SERVICE AT THE CENTER OF THE FRONT OF THE LOT. 8.THE CONTRACTOR SHALL PROCEED WITH PAVING NO MORE THAN SEVENTY-TWO (72) HOURS AFTER DENSITY / MOISTURE TESTS HAVE BEEN TAKEN AND PASSED BY A REGULAR TESTING FIRM. COPIES OF THE TEST RESULTS TEST RESULTS SHALL BE FURNISHED TO THE CITY. IN THE EVENT PAVING OPERATIONS HAVE NOT COMMENCED WITHIN THE SEVENTY-TWO-(72) HOUR LIMIT, A RETEST SHALL BE REQUIRED AT THE CONTRACTOR'S EXPENSE. 9.MANHOLE RIM ELEVATIONS, CLEAN-OUTS, VALVE BOXES, FIRE HYDRANTS, ETC. SHALL BE ADJUSTED TO FINISHED GRADE BY THE PAVING CONTRACTOR AT THE TIME OF PAVING. 10. THE PAVING CONTRACTOR SHALL BE RESPONSIBLE FOR ALL "PERMANENT SURVEY REFERENCE MONUMENTS" AS DESCRIBED IN THE SUBDIVISION ORDINANCE INCLUDING CONCRETE MONUMENTS AT ALL BOUNDARY CORNERS. 11. THE PAVING CONTRACTOR SHALL INSTALL A BLUE REFLECTOR IN THE STREET CENTERLINE AT THE LOCATION OF EACH FIRE HYDRANT. GENERAL NOTES - STORM DRAINAGE IMPROVEMENTS 1.ALL STORM SEWER AND CULVERT PIPE AND FITTINGS SHALL BE ASTM C76, CLASS III REINFORCED CONCRETE PIPE (RCP), INSTALLED WITH COMPRESSIVE TYPE JOINTS. 2.AFTER COMPLETION OF ALL STORM SEWER INSTALLATION, THE CONTRACTOR SHALL PERFORM A TELEVISION INSPECTION AND PROVIDE A VIDEOTAPE TO THE PUBLIC WORKS DEPARTMENT. 3.INSTALL A BENCHMARK ON A DRAINAGE STRUCTURE WITHIN OR NEAR THE SITE. A LETTER INCLUDING THE LOCATION AND ELEVATION OF THE BENCHMARK MUST BE SUBMITTED TO PUBLIC WORKS PRIOR TO THE FINAL ACCEPTANCE OF THE PROJECT. 4.STORM SEWER PIPES LARGER THAN 36” MUST BE WIPED WITH NON-SHRINK GROUT AFTER INSPECTION AND APPROVAL.SOUTHLAKENATURECENTER355E.BOBJONESRD,SOUTHLAKE,TX76092301CommerceStreet,Ste1410-FortWorth,Texas76102Phone817-896-0976-FirmRegistration#F-15893CarrilloEngineering,LLCDIG TESS (at least 72 hours prior to digging) 1-800-DIG-TESS CAUTION!! BENCHMARK No. 1BOX CUT ON THE CORNER OF EXISTING PARKING LOT ONTHE NORTHWEST SIDE OF BOB JONES NATURE CENTER. ELEV=609.26 BENCHMARK No. 2 BOX CUT ON SIDEWALK OF EXISTING GARDEN NEXT TO BARN. APPROXIMATELY 45 FEET SOUTHWEST FROM EXISTING BARN.ELEV=614.16 04-29-2022 C1.00 DEMOLITIONPLANSOUTHLAKENATURECENTER355E.BOBJONESRD,SOUTHLAKE,TX76092301CommerceStreet,Ste1410-FortWorth,Texas76102Phone817-896-0976-FirmRegistration#F-15893CarrilloEngineering,LLCBENCHMARK No. 1BOX CUT ON THE CORNER OF EXISTING PARKING LOT ONTHE NORTHWEST SIDE OF BOB JONES NATURE CENTER. ELEV=609.26 BENCHMARK No. 2 BOX CUT ON SIDEWALK OF EXISTING GARDEN NEXT TO BARN. APPROXIMATELY 45 FEET SOUTHWEST FROM EXISTING BARN.ELEV=614.16 04-29-2022XXXDEMOLITION NOTES: 1. DEMOLITION SCOPE SHALL INCLUDE ANY ITEMS IN CONFLICT WITH PROPOSED IMPROVEMENTS WHETHER INCLUDED IN THIS PLAN OR NOT. IF SUCH ITEMS ARE FOUND, CONTRACTOR SHALL CONTACT PROJECT MANAGER PRIOR TO DEMOLITION. 2. ANY DEMOLITION IN AND AROUND BUILDINGS SHALL BE COORDINATED WITH ARCHITECTURAL DRAWINGS. 3. CONTRACTOR TO ENSURE THAT ALL UTILITY SERVICES TO EXISTING FACILITIES REMAIN ACTIVE AT ALL TIMES. 4. SAWCUT LINES SHOWN ON THE DESIGN PLANS FOR THE REMOVAL AND REPLACEMENT OF CONCRETE PAVEMENT, DRIVES, SLABS, SIDEWALKS, ETC...ARE FOR INFORMATIONAL PURPOSES ONLY. IF PAVEMENT IS MORE THAN 5 YEARS OLD, THE PAVEMENT CUT AND REPAIR STANDARDS MANUAL MUST BE FOLLOWED. IF PAVEMENT IS 5 YEARS OLD OR LESS, THE ENTIRE CONCRETE PANEL MUST BE REPLACED. 5. ALL COSTS ASSOCIATED WITH WORKING AROUND THE FENCE AND/OR REMOVING AND REINSTALLING THE FENCE SHALL BE INCLUDED IN THE TOTAL BID COST AND NO FURTHER PAYMENT SHALL BE MADE THEREFOR.MATCHLINESHEETC1.01DIG TESS (at least 72 hours prior to digging) 1-800-DIG-TESS CAUTION!! C1.01 DEMOLITIONPLANSOUTHLAKENATURECENTER355E.BOBJONESRD,SOUTHLAKE,TX76092301CommerceStreet,Ste1410-FortWorth,Texas76102Phone817-896-0976-FirmRegistration#F-15893CarrilloEngineering,LLCBENCHMARK No. 1BOX CUT ON THE CORNER OF EXISTING PARKING LOT ONTHE NORTHWEST SIDE OF BOB JONES NATURE CENTER. ELEV=609.26 BENCHMARK No. 2 BOX CUT ON SIDEWALK OF EXISTING GARDEN NEXT TO BARN. APPROXIMATELY 45 FEET SOUTHWEST FROM EXISTING BARN.ELEV=614.16 04-29-2022XXX MATCHLINESHEETC1.00DEMOLITION NOTES: 1. DEMOLITION SCOPE SHALL INCLUDE ANY ITEMS IN CONFLICT WITH PROPOSED IMPROVEMENTS WHETHER INCLUDED IN THIS PLAN OR NOT. IF SUCH ITEMS ARE FOUND, CONTRACTOR SHALL CONTACT PROJECT MANAGER PRIOR TO DEMOLITION. 2. ANY DEMOLITION IN AND AROUND BUILDINGS SHALL BE COORDINATED WITH ARCHITECTURAL DRAWINGS. 3. CONTRACTOR TO ENSURE THAT ALL UTILITY SERVICES TO EXISTING FACILITIES REMAIN ACTIVE AT ALL TIMES. 4. SAWCUT LINES SHOWN ON THE DESIGN PLANS FOR THE REMOVAL AND REPLACEMENT OF CONCRETE PAVEMENT, DRIVES, SLABS, SIDEWALKS, ETC...ARE FOR INFORMATIONAL PURPOSES ONLY. IF PAVEMENT IS MORE THAN 5 YEARS OLD, THE PAVEMENT CUT AND REPAIR STANDARDS MANUAL MUST BE FOLLOWED. IF PAVEMENT IS 5 YEARS OLD OR LESS, THE ENTIRE CONCRETE PANEL MUST BE REPLACED. 5. ALL COSTS ASSOCIATED WITH WORKING AROUND THE FENCE AND/OR REMOVING AND REINSTALLING THE FENCE SHALL BE INCLUDED IN THE TOTAL BID COST AND NO FURTHER PAYMENT SHALL BE MADE THEREFOR. DIG TESS (at least 72 hours prior to digging) 1-800-DIG-TESS CAUTION!! SAWCUT, REMOVE AND REPLACE EXISTING ASPHALT PAVEMENT SAWCUT, REMOVE AND REPLACE EXISTING CONCRETE PANELS THAT ARE LOCATED ALONG THE COURSE OF THE NEW WATERLINE. DOWEL THE NEW CONCRETE PANEL INTO THE EXISTING PANEL. SAWCUT, REMOVE AND REPLACE EXISTING ASPHALT PAVEMENT SAWCUT, REMOVE AND REPLACE EXISTING ASPHALT PAVEMENT C2.00 DIMENSIONCONTROLPLANSOUTHLAKENATURECENTER355E.BOBJONESRD,SOUTHLAKE,TX76092301CommerceStreet,Ste1410-FortWorth,Texas76102Phone817-896-0976-FirmRegistration#F-15893CarrilloEngineering,LLCDIG TESS (at least 72 hours prior to digging) 1-800-DIG-TESS CAUTION!! BENCHMARK No. 1BOX CUT ON THE CORNER OF EXISTING PARKING LOT ONTHE NORTHWEST SIDE OF BOB JONES NATURE CENTER. ELEV=609.26 BENCHMARK No. 2 BOX CUT ON SIDEWALK OF EXISTING GARDEN NEXT TO BARN. APPROXIMATELY 45 FEET SOUTHWEST FROM EXISTING BARN.ELEV=614.16 04-29-2022 LEGEND KEY NOTES EXISTINGNATURE CENTERFFE=629.4 PROPOSED BARN1378 Sq.FtFFE=616.00 PROPOSED SIDEWALK5.9'EX. GATE TO REMAIN EX. FENCE TO REMAIN SAWCUT, REMOVE AND REPLACE EXISTING ASPHALT PAVEMENT SAWCUT, REMOVE AND REPLACE EXISTING ASPHALT PAVEMENT C2.01 DIMENSIONCONTROLPLANSOUTHLAKENATURECENTER355E.BOBJONESRD,SOUTHLAKE,TX76092301CommerceStreet,Ste1410-FortWorth,Texas76102Phone817-896-0976-FirmRegistration#F-15893CarrilloEngineering,LLCDIG TESS (at least 72 hours prior to digging) 1-800-DIG-TESS CAUTION!! BENCHMARK No. 1BOX CUT ON THE CORNER OF EXISTING PARKING LOT ONTHE NORTHWEST SIDE OF BOB JONES NATURE CENTER. ELEV=609.26 BENCHMARK No. 2 BOX CUT ON SIDEWALK OF EXISTING GARDEN NEXT TO BARN. APPROXIMATELY 45 FEET SOUTHWEST FROM EXISTING BARN.ELEV=614.16 04-29-2022 LEGEND KEY NOTES C3.00 GRADINGPLAN620 TG ME FFE TW BW TS BS R SOUTHLAKENATURECENTER355E.BOBJONESRD,SOUTHLAKE,TX76092301CommerceStreet,Ste1410-FortWorth,Texas76102Phone817-896-0976-FirmRegistration#F-15893CarrilloEngineering,LLCDIG TESS (at least 72 hours prior to digging) 1-800-DIG-TESS CAUTION!! BENCHMARK No. 1BOX CUT ON THE CORNER OF EXISTING PARKING LOT ONTHE NORTHWEST SIDE OF BOB JONES NATURE CENTER. ELEV=609.26 BENCHMARK No. 2 BOX CUT ON SIDEWALK OF EXISTING GARDEN NEXT TO BARN. APPROXIMATELY 45 FEET SOUTHWEST FROM EXISTING BARN.ELEV=614.16 04-29-2022 615.00 SOUTHLAKENATURECENTER355E.BOBJONESRD,SOUTHLAKE,TX76092301CommerceStreet,Ste1410-FortWorth,Texas76102Phone817-896-0976-FirmRegistration#F-15893CarrilloEngineering,LLCDIG TESS (at least 72 hours prior to digging) 1-800-DIG-TESS CAUTION!! BENCHMARK No. 1BOX CUT ON THE CORNER OF EXISTING PARKING LOT ONTHE NORTHWEST SIDE OF BOB JONES NATURE CENTER. ELEV=609.26 BENCHMARK No. 2 BOX CUT ON SIDEWALK OF EXISTING GARDEN NEXT TO BARN. APPROXIMATELY 45 FEET SOUTHWEST FROM EXISTING BARN.ELEV=614.16 04-29-2022 C4.00 PROPOSEDDRAINAGEAREAMAPProposed Drainage Area Calculations- (in accordance with City of Southlake Design Manual) Drainage Area Area (Ac) Runoff Coefficient C Minimum Inlet Time (min) 1-Year Intensity (in/hr) 1-Year Flow (cfs) 10-Year Intensity (in/hr) 10-Year Flow (cfs) 100-Year Intensity (in/hr) 100-Year Flow (cfs)Description A-1 1.09 0.46 10.00 4.06 2.04 6.51 3.26 9.24 4.63 Sheet Flow to South A-2 2.38 0.42 10.00 4.06 4.06 6.51 6.51 9.24 9.24 Sheet Flow to East B-1 3.98 0.41 10.00 4.06 6.63 6.51 10.62 9.24 15.08 Sheet Flow to North C-1 4.24 0.31 10.00 4.06 5.34 6.51 8.56 9.24 12.15 Sheet Flow to West Total 11.69 18.06 28.95 41.09 NOTE: EXISTING CONDITIONS DO NOT DIFFER FROM PROPOSED CONDITIONS STA 0+00.00 CONNECT PROPOSED 8" WATERLINE TO EXISTING 8" WATERLINE INSTALL: 1-8"x8" TAPPING SLEEVE & VALVE 1-8" GATE VALVE N=7048675.5735 E=2382871.9988 PROPOSED 8" WATERLINE SDR-18, C-900 PROPOSED 15' WATER EASEMENTEXISTING 15' EASEMENT EXISTING GATE VALVE TO REMAIN EXISTING 2" WATERLINE TO BE ABANDONED IN PLACE SAWCUT, REMOVE AND REPLACE EXISTING ASPHALT PAVEMENT REMOVE 143 LF OF EX 6" WATERLINE REMOVE 1-6" GATE VALVE AND METER, SALVAGE AND REUSE CUT 6" WATER LINE & INSTALL 6" PLUG STA 1+35.26 REMOVE EXISTING FIRE HYDRANT ASSEMBLY AND CONNECTION FROM EXISTING 6" WATERLINE AND CONNECT TO PROPOSED 8" WATER INSTALL: 1-8"x6" TEE 1-8" GATE VALVE 1-6" GATE VALVE N=7048549.6831 E=2382909.5878 EXISTING 2" WATERLINE TO BE ABANDONED IN PLACE R=1280'0 +0 0 1 +0 0 2 +0 0 3 +0 0 4 +0 0 5+00 6+00 7+00 8+0 SAWCUT, REMOVE AND REPLACE EXISTING CONCRETE PANELS THAT ARE LOCATED ALONG THE COURSE OF THE NEW WATERLINE. DOWEL THE NEW CONCRETE PANEL INTO THE EXISTING PANEL. CONTRACTOR TO USE EXTREME CAUTION AROUND FENCE AND GATE IN THIS AREA. IF DISTURBED, CONTRACTOR TO FIX FENCE TO ORIGINAL OR BETTER FORM. EXISTING 2" WATER TO EXISTING PARK STRUCTURE TO BE MAINTAIN ACTIVE DURING CONSTRUCTION. CONTRACTOR SHALL MAINTAIN WATER SERVICE TO THE EXISTING PARK STRUCTURE DURING CONSTRUCTION. PROPOSED 8" WATERLINE SDR-18, C-900 SAWCUT, REMOVE AND REPLACE EXISTING ASPHALT PAVEMENT SAWCUT, REMOVE AND REPLACE EXISTING ASPHALT PAVEMENT P RO P 8"W A T E R (P U B L I C) P R O P 8 "W A TER (P UB LI C ) PROP 8"W ATER (PUB LIC) PROP 8"WATER(PUBLIC)R500.0'R250.0'R600.0'SOUTHLAKENATURECENTER355E.BOBJONESRD,SOUTHLAKE,TX76092301CommerceStreet,Ste1410-FortWorth,Texas76102Phone817-896-0976-FirmRegistration#F-15893CarrilloEngineering,LLCDIG TESS (at least 72 hours prior to digging) 1-800-DIG-TESS CAUTION!! BENCHMARK No. 1BOX CUT ON THE CORNER OF EXISTING PARKING LOT ONTHE NORTHWEST SIDE OF BOB JONES NATURE CENTER.ELEV=609.26 BENCHMARK No. 2BOX CUT ON SIDEWALK OF EXISTING GARDEN NEXT TOBARN. APPROXIMATELY 45 FEET SOUTHWEST FROM EXISTING BARN.ELEV=614.16 04-29-2022 C5.00 UTILITYPLANLEGEND MATCHLINESTA8+00SHEETC5.01NOTES: 1. CONTRACTOR SHALL PROVIDE A CHARGED RESPONSIBLE FOR ENSURING THAT A CHARGED FIRE HYDRANT AT STA 11+17.50 IS INSTALLED AND FUNCTIONING NO LATER THAN OCTOBER 8, 2022. THE FIRE HYDRANT MAY BE SUPPLIED BY EITHER PERMANENT OR TEMPORARY MEANS. FAILURE TO COMPLY WITH THIS REQUIREMENT IS SUBJECT TO LIQUIDATED DAMAGES. STA 11+17.50 INSTALL: 1-FIRE HYDRANT ASSEMBLY 1-8"x6" TEE 1-8" GATE VALVE 1-6" GATE VALVE N=7047587.0713 E=2383025.1353 EXISTINGNATURE CENTERFFE=629.4 PROPOSED BARN1378 Sq.FtFFE=616.00 616617615614SS SSSSSSS SPROPOSED 15' WATER EASEMENT PROPOSED 8" WATERLINE SDR-18, C-900 PROPOSED FENCE PROPOSED SIDEWALK STA 10+49.09 INSTALL: 1-8"x2" TEE AND 1-EXISTING 2" DOMESTIC METER N=7047651.0706 E=2383006.4944 CONNECT PROPOSED 2" WATERLINE TO EXISTING 2" WATER SERVICE WITH 45" BEND CONNECTION N=7047672.0575 E=2383078.1843 75 LF OF PROP. 2" WATER SERVICE SDR-9 CLASS 200 EXISTING 2" WATERLINE TO BE ABANDONED IN PLACE PROPOSED FIRE HYDRANT SAWCUT, REMOVE AND REPLACE EXISTING ASPHALT PAVEMENT PROPOSED BARN LOCATION STA 11+55.40 INSTALL: 1-8" PLUG N=7047550.6501 E=2383035.5826 +00 9 +0 0 1 0 +0 0 1 1 +0 0 1 1 +1 7 EXISTING 2" WATER TO EXISTING PARK STRUCTURE TO BE MAINTAIN ACTIVE DURING CONSTRUCTION.CONTRACTOR SHALL MAINTAIN WATER SERVICE TO THE EXISTING PARK STRUCTURE DURING CONSTRUCTION. SAWCUT, REMOVE AND REPLACE EXISTING ASPHALT PAVEMENT P R O P 8 "W A T E R (P U B L I C ) P RO P 8"W A T E R (P U B L I C ) END PROPOSED 1 1/2" DOMESTIC SERVICE. REFERENCE MEP PLANS FOR CONTINUATION AND CONNECTION AT BUILDING END PROP. 4" SANITARY SEWER REFERENCE MEP PLANS FOR CONTINUATION AND CONNECTION AT BUILDING. INSTALL CLEANOUT EXISTING SEPTIC TANK TO REMAIN INSTALL: 2-8" WATER PIPE JOINTS (40 LF) FUTURE EXTENSION STA 11+14.50 INSTALL: 1-8"x1 1/2" TEE 1-1" DOMESTIC METER 170 LF 1 12" WATER SERVICE N=7047589.5498 E=2383024.4352 BEGIN PROPOSED 4" SANITARY SEWER. CONNECT TO EXISTING CLEANOUT. INSTALL: 2-1 12" 45° BENDS INSTALL: 1-1 12" 45° BEND 170 LF OF PROP. 1 1 1/2" WATER SERVICE SDR-9 CLASS 200 130 LF OF PROPOSED 4" SANITARY SEWER. SAWCUT, REMOVE AND REPLACE EXISTING ASPHALT PAVEMENT SOUTHLAKENATURECENTER355E.BOBJONESRD,SOUTHLAKE,TX76092301CommerceStreet,Ste1410-FortWorth,Texas76102Phone817-896-0976-FirmRegistration#F-15893CarrilloEngineering,LLCDIG TESS (at least 72 hours prior to digging) 1-800-DIG-TESS CAUTION!! BENCHMARK No. 1BOX CUT ON THE CORNER OF EXISTING PARKING LOT ONTHE NORTHWEST SIDE OF BOB JONES NATURE CENTER.ELEV=609.26 BENCHMARK No. 2BOX CUT ON SIDEWALK OF EXISTING GARDEN NEXT TOBARN. APPROXIMATELY 45 FEET SOUTHWEST FROM EXISTING BARN.ELEV=614.16 04-29-2022 NOTES: 1. CONTRACTOR SHALL PROVIDE A CHARGED RESPONSIBLE FOR ENSURING THAT A CHARGED FIRE HYDRANT AT STA 11+17.50 IS INSTALLED AND FUNCTIONING NO LATER THAN OCTOBER 8, 2022. THE FIRE HYDRANT MAY BE SUPPLIED BY EITHER PERMANENT OR TEMPORARY MEANS. FAILURE TO COMPLY WITH THIS REQUIREMENT IS SUBJECT TO LIQUIDATED DAMAGES. C5.01 UTILITYPLANLEGENDMATCHLINESTA8+00SEESHEETC5.00 C6.00 EROSIONCONTROLPLANSOUTHLAKENATURECENTER355E.BOBJONESRD,SOUTHLAKE,TX76092301CommerceStreet,Ste1410-FortWorth,Texas76102Phone817-896-0976-FirmRegistration#F-15893CarrilloEngineering,LLCDIG TESS (at least 72 hours prior to digging) 1-800-DIG-TESS CAUTION!! BENCHMARK No. 1BOX CUT ON THE CORNER OF EXISTING PARKING LOT ONTHE NORTHWEST SIDE OF BOB JONES NATURE CENTER. ELEV=609.26 BENCHMARK No. 2 BOX CUT ON SIDEWALK OF EXISTING GARDEN NEXT TO BARN. APPROXIMATELY 45 FEET SOUTHWEST FROM EXISTING BARN.ELEV=614.16 04-29-2022 X 510 EROSION CONTROL GENERAL NOTE: EROSION CONTROL MEASURES MAY ONLY BE PLACED IN FRONT OF INLETS, IN CHANNELS, DRAINAGEWAYS OR BORROW DITCHES AT RISK OF CONTRACTOR. THE CONTRACTOR SHALL REMAIN LIABLE FOR ANY DAMAGE CAUSED BY THE MEASURES, INCLUDING FLOODING DAMAGE, WHICH MAY OCCUR DUE TO BLOCKED DRAINAGE. AT THE CONCLUSION OF ANY PROJECT, ALL CHANNELS, DRAINAGEWAYS AND BORROW DITCHES IN THE WORK ZONE SHALL BE DREDGED OF ANY SEDIMENT GENERATED BY THE PROJECT OR DEPOSITED AS A RESULT OF EROSION CONTROL MEASURES. DRAINAGE IMPROVEMENTS SUFFICIENT TO MITIGATE THE IMPACT OF CONSTRUCTION SHALL BE INSTALLED PRIOR TO ADDING IMPERVIOUS COVER.MATCHLINESEESHEETC5.01TOTAL DISTURBED AREA = 1.15 ACRES C6.01 EROSIONCONTROLPLANSOUTHLAKENATURECENTER355E.BOBJONESRD,SOUTHLAKE,TX76092301CommerceStreet,Ste1410-FortWorth,Texas76102Phone817-896-0976-FirmRegistration#F-15893CarrilloEngineering,LLCDIG TESS (at least 72 hours prior to digging) 1-800-DIG-TESS CAUTION!! BENCHMARK No. 1BOX CUT ON THE CORNER OF EXISTING PARKING LOT ONTHE NORTHWEST SIDE OF BOB JONES NATURE CENTER. ELEV=609.26 BENCHMARK No. 2 BOX CUT ON SIDEWALK OF EXISTING GARDEN NEXT TO BARN. APPROXIMATELY 45 FEET SOUTHWEST FROM EXISTING BARN.ELEV=614.16 04-29-2022 EROSION CONTROL GENERAL NOTE: EROSION CONTROL MEASURES MAY ONLY BE PLACED IN FRONT OF INLETS, IN CHANNELS, DRAINAGEWAYS OR BORROW DITCHES AT RISK OF CONTRACTOR. THE CONTRACTOR SHALL REMAIN LIABLE FOR ANY DAMAGE CAUSED BY THE MEASURES, INCLUDING FLOODING DAMAGE, WHICH MAY OCCUR DUE TO BLOCKED DRAINAGE. AT THE CONCLUSION OF ANY PROJECT, ALL CHANNELS, DRAINAGEWAYS AND BORROW DITCHES IN THE WORK ZONE SHALL BE DREDGED OF ANY SEDIMENT GENERATED BY THE PROJECT OR DEPOSITED AS A RESULT OF EROSION CONTROL MEASURES. DRAINAGE IMPROVEMENTS SUFFICIENT TO MITIGATE THE IMPACT OF CONSTRUCTION SHALL BE INSTALLED PRIOR TO ADDING IMPERVIOUS COVER.MATCHLINESEESHEETC5.00X 510 TOTAL DISTURBED AREA = 1.15 ACRES C6.02 EROSIONCONTROLDETAILSSOUTHLAKENATURECENTER355E.BOBJONESRD,SOUTHLAKE,TX76092301CommerceStreet,Ste1410-FortWorth,Texas76102Phone817-896-0976-FirmRegistration#F-15893CarrilloEngineering,LLCDIG TESS (at least 72 hours prior to digging) 1-800-DIG-TESS CAUTION!! BENCHMARK No. 1BOX CUT ON THE CORNER OF EXISTING PARKING LOT ONTHE NORTHWEST SIDE OF BOB JONES NATURE CENTER. ELEV=609.26 BENCHMARK No. 2 BOX CUT ON SIDEWALK OF EXISTING GARDEN NEXT TO BARN. APPROXIMATELY 45 FEET SOUTHWEST FROM EXISTING BARN.ELEV=614.16 04-29-2022 C7.00 CONSTRUCTIONDETAILSSOUTHLAKENATURECENTER355E.BOBJONESRD,SOUTHLAKE,TX76092301CommerceStreet,Ste1410-FortWorth,Texas76102Phone817-896-0976-FirmRegistration#F-15893CarrilloEngineering,LLCDIG TESS (at least 72 hours prior to digging) 1-800-DIG-TESS CAUTION!! BENCHMARK No. 1BOX CUT ON THE CORNER OF EXISTING PARKING LOT ONTHE NORTHWEST SIDE OF BOB JONES NATURE CENTER. ELEV=609.26 BENCHMARK No. 2 BOX CUT ON SIDEWALK OF EXISTING GARDEN NEXT TO BARN. APPROXIMATELY 45 FEET SOUTHWEST FROM EXISTING BARN.ELEV=614.16 04-29-2022 PLAN CROSS SECTION A-A A CONCRETE SIDEWALK DETAIL A TRANSVERSE EXPANSION/ ISOLATION JOINT DETAIL CONTRACTION JOINT DETAIL CONSTRUCTION JOINT DETAIL LONGITUDINAL BUTT JOINT DETAIL ASPHALT PAVEMENT SECTION C7.01 CONSTRUCTIONDETAILSSOUTHLAKENATURECENTER355E.BOBJONESRD,SOUTHLAKE,TX76092301CommerceStreet,Ste1410-FortWorth,Texas76102Phone817-896-0976-FirmRegistration#F-15893CarrilloEngineering,LLCDIG TESS (at least 72 hours prior to digging) 1-800-DIG-TESS CAUTION!! BENCHMARK No. 1BOX CUT ON THE CORNER OF EXISTING PARKING LOT ONTHE NORTHWEST SIDE OF BOB JONES NATURE CENTER. ELEV=609.26 BENCHMARK No. 2 BOX CUT ON SIDEWALK OF EXISTING GARDEN NEXT TO BARN. APPROXIMATELY 45 FEET SOUTHWEST FROM EXISTING BARN.ELEV=614.16 04-29-2022 Finish Floor0' -0"BOARD AND BATTEN SIDING DECORATIVE WALL LIGHTCLERESTORY WINDOW TYPICAL BARN DOORS TYPICAL SLIDING DOOR TRACKSTANDING SEAM METAL ROOFING 37' - 3 1/2"28' - 0"11' - 3"Finish Floor0' -0"BOARD AND BATTEN SIDING BREAKER BOARD, INSTALL AT SIDING BREAKSDECORATIVE WALL LIGHTCLERESTORY WINDOW TYPICAL BARN DOORS TYPICALSLIDING DOOR TRACKSTANDING SEAM METAL ROOFINGTIMBER POST 11' - 3" 16' - 9"37' - 3 1/2"9' - 4 1/4"Finish Floor0' -0"3" 12"BOARD AND BATTEN SIDING BREAKER BOARD, INSTALL AT SIDING BREAKSDECORATIVE WALL LIGHTCLERESTORY WINDOW TYPICAL TIMBER POST BARN DOORS TYPICALSLIDING DOOR TRACKSTANDING SEAM METAL ROOFING 9' - 4 1/4"37' - 3 1/2"16' - 9"11' - 3"9' - 0"Finish Floor0' -0"BREAKER BOARD, INSTALL AT SIDING BREAKSCLERESTORY WINDOW TYPICAL BARN DOORS TYPICAL STANDING SEAM METAL ROOFING TIMBER POST TYPICAL GUTTERGUTTERDOWNSPOUT37' - 3 1/2"28' - 0"9' - 0"DRAWN BY:CHECKED BY:DATE:ISSUED FOR PERMIT:ISSUED FOR PRICING:CITY CASE NO.SHEET NO.REVISIONS:2022 by RPGA Design Group, INC.All Rights reserved.The arrangements depicted herein aresole property of RPGA Design Group, INC.and may not be reproduced in any formwithout its written permissionCDATE PREPARED5.17.2022A.N.B.R.P.G.05.17.2022SP-ELEV-1CITY OF SOUTHLAKESOUTHLAKE NATURE CENTER BARN355 E. BOB JONES RD.TRACT 4. R.D. PRICE ADDITIONABSTRACT A1003ACITY OF SOUTHLAKE DENTON COUNTY TEXASSITE PLAN SUBMITTAL FORZA22-00221/4" = 1'-0"4Elevation - WEST1/4" = 1'-0"1Elevation - SOUTH1/4" = 1'-0"2North - Elevation1/4" = 1'-0"3Elevation- EAST DRAWN BY:CHECKED BY:DATE:ISSUED FOR PERMIT:ISSUED FOR PRICING:CITY CASE NO.SHEET NO.REVISIONS:2022 by RPGA Design Group, INC.All Rights reserved.The arrangements depicted herein aresole property of RPGA Design Group, INC.and may not be reproduced in any formwithout its written permissionCDATE PREPARED5.17.2022A.N.B.R.P.G.05.17.2022SP-ELEV-2CITY OF SOUTHLAKESOUTHLAKE NATURE CENTER BARN355 E. BOB JONES RD.TRACT 4. R.D. PRICE ADDITIONABSTRACT A1003ACITY OF SOUTHLAKE DENTON COUNTY TEXASSITE PLAN SUBMITTAL FORZA22-00221SouthWest View2Northeast View