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HomeMy WebLinkAboutSP2010-500232 (2)O 1- Z n- 'OPOS �z Pw'"A D �o 7; F- OQ U I— W W I— CD W Li rl O U L 0 Q J n F 0-ir- -w- -w- n rr1 'w" 'mw„ -4m AEr. 009or. "ate .qm IMPRO, VEMENTS 1713 ""�AKK P AC T OT KAPCH"y"rl_NLSKl SUBDIVISION N.T.S. 611<? B OCK Tl"V'710 F,,S,, TEXAS A&M CITY OF CO G STATION BRA OS, COUNTY T XAS COLLE STA 0NOV MB R 24 2010 qs - OF .p5, CampvHmg INDEX OF SHEETS F.S. KAPCHINSKI: SHEET SHEET LOT 6R, BLOCK TWO STANDARD PERMIT NOTE: N0. I.D. DESCRIPTION 1713 PARK PLACE COLLEGE STATION, TX CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED BY STATE AND/OR LOCAL REGULATORY AGENCIES FOR RELATED CONSTRUCTION 1 CO.O COVER SHEET CONTAINED IN THESE CONSTRUCTION DRAWINGS. PERMITS REQUIRED, BUT NOT LIMITED TO, ARE AS FOLLOWS: 2 C0.1 GENERAL NOTES LOCATION AP CoCS — PLANNING & DEVELOPMENT SERVICES — DEVELOPMENT PERMIT & PAVING, DRAINAGE, & WATER/SEWER INSPECTIONS 3 CO.2 GENERAL NOTES TxDOT — DRIVEWAY & UTILITY PERMITS NOT TO SCALE CSU — ELECTRICAL SERVICES ATMOS ENERGY — GAS SERVICE. 4 C1.0 EROSION CONTROL PLAN VERIZON & SUDDENLINK — COMMUNICATION SERVICES 5 C1.1 CIVIL SITE PLAN PREPARED FOR: TCEQ — STORMWATER &PRETREATMENT TEAMS — STORMWATER DISCHARGE CONSTRUCTION ACTIVITIES Ltd. TAS - ADA REVIEW & INSPECTIONS 6 C1.2 GRADING & DRAINAGE PLAN CRAIG & CAROL INVESTMENTS, Ltd. 7 C1.3 ON -SITE PRIVATE UTILITY PLAN 1808 TEXAS AVENUE SOUTH STE. 300 9 C1.5 PANDSCAPE PLAN COLLEGE S'TA°TION, TX 77840 S TC�P OFF: (979) 695-9955 CALL BEFORE YOU DIG 10 C2.1 SITE & PARKING DETAILS TEXAS ONE CALL SYSTEM 11 C2.2 PAVING & DRAINAGE DETAILS FAX: (979) 695-9944 1-800-2.45-4545 EMAIL: Craig@ systekmall, HAT LEAST TO HOURS PRIOR TO DIGGING) CO111 II'ARNING!+: THE CONTRACTOR IS TO LOCATE ANY AND ALL UTILITIES 1. THE LATEST EDITION OF THE 2009 B/CS UNIFIED TECHNICAL PRIOR TO CONSTRUCTION AND IS SOLELY RESPONSIBLE FOR ALL DAAIAGES SPECIFICATIONS & DETAILS ARE ISSUED FOR THIS PROJECT. TO EXISTING UTILITIES DUE TO ANY CONSTRUCTION ACTIVITY. PREPARED BY: 2. THE FOLLOWING 2009 B/CS UNIFIED STANDARD TECHNICAL SPECIFICATIONS & DETAILS ARE ISSUED FOR THIS PROJECT. RME CONSULTING ENGINEERS APPROVED BY: SHEET �"''1°° I.D. DESCRIPTION � �E of T�k , 7607 EASTMARK DR., STE. 250-F <77840> ST STANDARD STREET DETAILS B.O. BOX 9253 r * SW STANDARD SIDEWALK DETAILS �' . . Er i 11 W STANDARD WATER DETAILS COLLEGE STATION, TEXAS 77842 �_ 885 3 S STANDARD SEWER DETAILS PH: 979 764-0704 veaFSs�O ' a. 3 THE FOLLOWING T DOT STANDARD DETAILS ARE ISSUED FOR It, AL ��''D A TE: �� I - Tx DOT (979) 764-0'704 ,�� -� � - � � THIS PROJECT: RABON A P E No 88583 1� � T1� .r�� -��,, , SHEET � EMAIL: `: C1V11��.r711e1�glll�:er.�CC)1�1. � METCALF, I.D. DESCRIPTION -- RME CONSULTING ENGINEERS RME NO. 225-0335 TEXAS FIRM REGISTRATION NO. F-4695 TCP(1-1 )-98 TRAFFIC CONTROL PLAN ARK DATE DESCRIPTION f GENERAL CONSTRUCTION NOTES: TRAFFIC CONTROL NOTES: GRADING NOTES: 1. THE CONTRACTOR SHALL PROMPTLY NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THESE PLANS AND 1. CONTRACTOR SHALL PROVIDE AND INSTALL TRAFFIC CONTROL DEVICES IN CONFORMANCE WITH PART VI OF THE 1. ALL UNPAVED AREAS SHALL BE ADEQUATELY GRADED TO DRAIN AT A MINIMUM OF 1.00% SLOPE SO THAT NO 1. ALL EXCAVATION FOR UNDERGROUND UTILITIES SHALL BE MADE TRUE TO GRADE. EXCAVATION SHALL BE MADE A OTHER CONSTRUCTION DRAWINGS OF DIFFERING DISCIPLINES & SPECIFICATIONS. TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (TEXAS MUTCD, MOST RECENT EDITION WITH REVISIONS) PONDING OCCURS. MINIMUM OF SIX INCHES BELOW THE REQUIRED GRADE AND PROVIDE A SAND BED FOR THE PIPING. BACKFILL OVER ' DURING CONSTRUCTION. PIPING SHALL BE MADE WITH EARTH OR FILL SAND, FREE OF DEBRIS, AND SHALL BE TAMPED BY HAND OR 2. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF THE EXISTING UTILITIES 2. UNLESS OTHERWISE SPECIFIED, UNPAVED AREAS SHALL DRAIN AWAY FROM BUILDINGS AT A MINIMUM SLOPE OF MECHANICAL MEANS TO THE DENSITY OF THE ADJACENT UNDISTURBED EARTH OR TO 95% STANDARD PROCTOR AS SHOWN ON THESE CONSTRUCTION PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE 2. LANE CLOSURE WILL NOT BE ALLOWED UNLESS APPROVED BY THE COUNTY OR CITY ENGINEER, WHICHEVER IS 1.00% OR SO THAT THE PERIMETER CURB IS 6" LOWER THAN THE FINISH FLOOR. DENSITY (ASTM D698), WHICHEVER IS GREATER. ALL TRENCHING AND EXCAVATION SHALL BE DONE IN STRICT POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED UPON AS BEING EXACT OR APPLICABLE. ACCORDANCE WITH CURRENT OSHA REQUIREMENTS AND ALL OTHER APPLICABLE SAFETY CODES AND STANDARDS. 7607 EASTMARKDR., STE. 25OF <77840> COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO AVOID ALL EXISTING UTILITIES AND REPAIR ANY DAMAGED 1 POST OFFICE BOX 9253 LINES, AT HIS OWN EXPENSE, WHETHER THE UTILITY IS SHOWN ON THE PLANS OR NOT. THE CONTRACTOR SHALL 3. THE WORK SHALL BE COMPLETED SUCH THAT THE ROADWAY WILL BE FULLY OPENED TO TRAFFIC OVERNIGHT. 3. FINISH GRADE ADJACENT TO CURBING OR SIDEWALKS SHALL BE 2" BELOW THE TOP OF CONCRETE AND IN 2 MINIMUM BURY OR COVER SPECIFIED IS TO BE MEASURED FROM FINISHED GRADES. WHERE UTILITY NOTIFY THE APPROPRIATE UTILITY COMPANY 48 HOURS PRIOR. TO ANY EXCAVATION.. THE CONTRACTOR SHALL ALSO OVERNIGHT LANE CLOSURES WILL NOT BE PERMITTED, UNLESS OTHERWISE APPROVED BY THE APPLICABLE ENGINEER. LANDSCAPING AREAS, 2' BELOW. Y LINES EXTEND COLLEGE STATION, TEXAS 77842 UNDER PAVEMENT, THE BURY OR. COVER. SHALL BE MEASURED FROM THE BOTTOM OF THE STRUCTURE. EMAIL: eivit@rmengineer.com NOTIFY THE ENGINEER IF DESIGN CHANGES' NEED TO BE MADE IN THE FIELD. . WHEN GRADES FOR TOP OF CURB AND GUTTER FLOWLINE DIFFER, THE SLOPES SHOWN ARE FOR THE GUTTER OFFICE - (979) 764-0704 4. PLASTIC DRUMS SHALL BE USED FOR OVERNIGHT DELINEATION OF OFF ROADWAY WORK AREAS. 44. WLINE. 3. UTILITY INSTALLATIONS IN NON-STRUCTURAL AREAS SHALL BE BEDDED AND INITIAL BACKFILL CONSISTENT WITH CONTACT INFORMATION: NON-STRUCTURAL REQUIREMENTS. IN STRUCTURAL AREAS (UNDER FOUNDATIONS, PAVEMENTS, WALKS, ETC...) THE FAX - (979) 764-0704 TEXAS ONE CALL: 800-245-4545 5. THE STANDARD TxDOT TRAFFIC CONTROL PLAN (TCP1-1-98) IS ISSUED FOR REFERENCE ONLY. IF REQUIRED, THE 5UTILITIES SHALL BE BEDDED AND INITIAL BACKFILLED WITH CEMENT STABILIZED SAND. FINAL BACKFILL IN THESE TEXAS FIRM REGISTRATION No. F-4695 LONE STAR ONE CALL: (800) 669-8344 CONTRACTOR SHALL PROVIDE TxDOT WITH A SITE SPECIFIC TRAFFIC CONTROL PLAN FOR APPROVAL AND USE. . WHEN TOP OF CURB ELEVATIONS ARE SHOWN, THE CURB HEIGHT IS 6 UNLESS OTHERWISE SPECIFIED. AREAS SHALL BE COMPACTED BY MECHANICAL TAMPING TO STRUCTURAL COMPACTION REQUIREMENTS. TEXAS EXCAVATION SAFETY SYSTEM (DIGTESS): (800) 344-8377 6. THE CONTRACTOR SHALL FOLLOW THE GENERAL INTENT OF THE GRADING PLANS. MINOR ADJUSTMENTS TO ACTUAL CoCS: ELECTRICAL DIVISION - (979) 764-3660 4. REGARDLESS OF ELEVATIONS SHOWN FOR MANHOLE RIMS, CLEAN -OUT COVERS, OR GRATES, THESE ITEMS SHALL KERR SURVEYING, LLC ELEVATIONS SHOWN ON THE GRADING PLAN MAY BE REQUIRED TO MATCH EXISTING GROUND ELEVATIONS & 1505 CHURCH STREET CoCS: WATER & SEWER DIVISION - (979) 764-3435 EROSION CONTROL NOTESSTRUCTURES. BE PLACED FLUSH WITH THE PROPOSED PAVEMENT ELEVATION AND SLOPE. MANHOLES AND CLEAN -OUTS NOT IN COLLEGE STATION, TX 77841 BRYAN TEXAS UTILITIES (BTU): : ELECTRICAL DIVISION - (979) 821-5865 PAVEMENT AREAS SHALL BE SET 3" ABOVE THE FINISHED GRADE. VERIZON: BRENDA VAJDOK - (979) 821-4770 7. SLOPES BETWEEN PROPOSED CONTOURS SHALL BE 6:1 (MAXIMUM) UNLESS OTHERWISE SPECIFIED (DO NOT SCALE). OFF: (979) 268-3195 ATMOS ENERGY: KIMBERLY WINN - (979) 774-2506 1. EROSION CONTROL MEASURES SHOWN SHALL BE CONSIDERED THE VERY MINIMAL REQUIRED. -IT SHALL BE THE 5. CONTRACTOR SHALL UNCOVER EXISTING UTILITIES AT ALL "POINTS OF CROSSING" TO DETERMINE IF CONFLICTS FAX: (979) 691-8904 EXXON-MOBILE: MICHAEL HLUZA - (281) 591-3720 RESPONSIBILITY OF THE CONTRACTOR TO IMPLEMENT ALL OTHER EROSION CONTROL MEASURES (DIVERSION BERMS. 8. ADEQUATE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION AND ANY DRAINAGE DITCH OR EXIST BEFORE COMMENCING ANY CONSTRUCTION. NOTIFY THE ENGINEER AT ONCE OF ANY CONFLICT. SEMINOLE PIPELINE: JIM ROLAND - (979) 421-0460 DRAINAGE STRUCTURES, SWALES, ADDITIONAL FENCING ETC ) NECESSARY TO KEEP THE EXISTING IMPROVEMENTS AND STRUCTURE DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO EXISTING CONDITIONS OR BETTER. CITGO GAS: DOUG CLINE - (713) 416-1289 DEVELOPMENTS FROM DAMAGE OF ANY KIND DURING ALL PHASES OF DEMOLITION AND CONSTRUCTION. 6. THE CONTRACTOR SHALL COORDINATE ALL UTILITY INSTALLATION SO THAT GRADE CRITICAL ELEMENTS (I.E. STORM ENERGY TRANSFER PIPELINE: BENNY LOYD - (979) 820-5751 9. THE APPROVAL OF THESE PLANS IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD DRAIN, SANITARY SEWER, ETC...) DO NOT CONFLICT WITH NON -GRADE CRITICAL ELEMENTS (I.E. ELECTRICAL CONDUIT, SUDDENLINK: MIKE LAVENDER - (979) 846-2229 2. THE SITE OPERATOR, OR HIS REPRESENTATIVE ESTABLISHED BY A LETTER OF DELEGATION, SHALL MAKE A VISUAL CONDITIONS WARRANT OFF -SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS. WATER SERVICES, ETC...). INSPECTION OF ALL SILTATION CONTROLS AND NEWLY STABILIZED AREAS ON A DAILY BASIS; ESPECIALLY AFTER A ANY ADJACENT PROPERTY AND RIGHT-OF-WAY DISTURBED DURING CONSTRUCTION WILL BE RETURNED TO THEIR 3. CONTRACTOR TO VERIFY ALL UNDERGROUND UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION. RAINFALL TO INSURE THAT ALL CONTROLS ARE MAINTAINED AND PROPERLY FUNCTIONING. ANY DAMAGED CONTROLS EXISTING CONDITIONS OR BETTER. 7. THE CONTRACTOR SHALL FURNISH ALL MATERIALS, EQUIPMENT, AND LABOR FOR EXCAVATION, BORING, SHALL BE REPAIRED PRIOR TO THE END OF THE WORK DAY, INCLUDING RE -SEEDING AND MULCHING OR RE -SODDING, INSTALLATION, BACKFILLING OF UTILITY LINES. AND. RELATED APPURTENANCES AS SHOWN ON THE PLANS. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING UTILITIES OR SERVICE LINES IF NECESSARY. THAT ARE CROSSED OR EXPOSED DURING CONSTRUCTION OPERATIONS. WHERE EXISTING UTILITIES OR SERVICE LINES 8. THE LOADING AND UNLOADING OF ALL PIPE AND OTHER ACCESSORIES SHALL BE IN ACCORDANCE WITH THE ARE CUT, BROKEN, OR DAMAGED, THE CONTRACTOR SHALL REPAIR OR REPLACE THE UTILITIES OR SERVICE LINE WITH 3, ALL SEDIMENT TRAPPING DEVICES SHALL BE INSTALLED AS SOON AS PRACTICAL AFTER THE AREA HAS BEEN PAVING NOTES: MANUFACTURER'S RECOMMENDED PRACTICES AND SHALL, AT ALL TIMES, BE PERFORMED WITH CARE TO AVOID ANY THE SAME TYPE OF MATERIAL AND CONSTRUCTION OR BETTER; THIS MATERIAL AND WORK SHALL BE AT THE DISTURBED, ALL SEDIMENT TRAPPING DEVICES SHALL BE CLEANED WHEN THE SEDIMENT LEVEL REACHES 25% DAMAGE TO THE MATERIAL. THE CONTRACTOR SHALL LOCATE AND PROVIDE THE NECESSARY STORAGE AREAS FOR CONTRACTOR'S OWN EXPENSE. CAPACITY. SEDIMENT SHALL BE DISPOSED OF BY SPREADING ON SITE OR HAULING AWAY IF NOT SUITABLE FOR FILL. 1 THE PAVEMENT SYSTEM SHOWN WAS DESIGNED WITH THE AID OF A GEOTECHNICAL INVESTIGATION AND MATERIALS AND EQUIPMENT. RECOMMENDATIONS PREPARED BY GEOTECH ENGINEERING & TESTING DATED AUGUST 2010 DUE TO THE PLASTIC 4. DURING CONSTRUCTION CONTRACTOR SHALL MAINTAIN PRACTICE ( ) 9. CONTRACTOR SHALL 5. DURING THE EXECUTION OF THE WORK, THE CONTRACTOR SHALL MAINTAIN 11-1E PROJECT SITE IN AN ORDERLY AND � BEST MANAGEMENT PR T E (BMP). SEDIMENT FENCE, BE RESPONSIBLE FOR COORDINATING ALL CONNECTIONS TO PUBLIC SYSTEMS AND ACCEPTABLE MANNER AS FAR AS PRACTICAL. THE CONTRACTOR SHALL CLEAN AND REMOVE FROM THE PROJECT HAY BALE BARRIERS, OR OTHER SEDIMENT TRAPPING DEVICES SHALL CONTROL ALL STORM WATER LEAVING THE SITE. SOILS WITHIN THIS AREA SOME MINOR DIFFERENTIAL MOVEMENT MAY STILL OCCUR DUE TO SEASONAL SOIL MOISTURE INSTALLATIONS WITH REGULATORY INSPECTOR. VARIATIONS. AREA ALL SURPLUS AND DISCARDED MATERIALS, TEMPORARY STRUCTURES, AND DEBRIS OF ANY KIND AND SHALL LEAVE THE PROJECT SITE IN A NEAT AND ORDERLY CONDITION. ALL CLEAN UP WILL BE DONE TO THE SATISFACTION 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING TEMPORARY EROSION CONTROL MEASURES AS 10. THIS PROJECT SHALL BE BUILT BY MEANS OF OPEN CUT EXCEPT AS NOTED ON THE DRAWINGS. CONTRACTOR TO OF THE ENGINEER. REQUIRED FOR DIFFERENT PHASES OF CONSTRUCTION. EROSION CONTROL MEASURES SHOWN MAY NEED TO BE 2. THE CONTRACTOR SHALL REFER TO THE 2009 B/CS UNIFIED SPECIFICATIONS & STANDARDS FOR ALL PAVING AND DETERMINE THE LOCATIONS OF BORE PITS IN FIELD SUBJECT TO THE INSPECTOR'S APPROVAL. MARK DATE DESCRIPTION DRAINAGE CONSTRUCTION. TESTING REQUIREMENTS ARE MINIMAL REQUIREMENTS. THE CONTRACTOR SHALL PROVIDE ADJUSTED TO HANDLE INCREASED OR CONCENTRATED FLOWS CREATED BY VARIOUS STAGES OF THE CONSTRUCTION. 6. CONTRACTOR SHALL COMPLY WITH LATEST EDITION OF OSHA REGULATIONS AND THE STATE OF TEXAS LAWS ALL TESTING REQUIREMENTS OUTLINED IN THE APPLICABLE UNIFIED SPECIFICATIONS THAT EXCEED THESE MINIMAL 11. ALL BORES SHOWN, UNLESS OTHERWISE NOTED, SHALL BE "DRY". T An INVITIALLY& CONCERNING EXCAVATION. 6. THE CONTRACTOR IS RESPONSIBLE FOR FILING A NOTICE OF INTENT PRIOR TO COMMENCEMENT OF WORK AND A REQUIREMENTS. THE CONTRACTOR SHALL PROVIDE FIVE (5) COPIES OF AN ORGANIZED, BOUND REPORT ALL ALL NOTICE OF TERMINATION AT THE COMPLETION OF THE PROJECT TO THE TCE . -A LAMINATED COPY OF THE TESTING INSPECTION, REPORTS, AND EFFORTS AT THE END OF THE PROJECT. 12. STRUCTURAL BACKFILL WILL BE REQUIRED FOR ALL EXCAVATION WITHIN FIVE (5) FEET OF PUBLIC ROADWAY COMPLETE 7. A COPY OF THE APPROVED CONSTRUCTION DRAWINGS MUST BE KEPT ON SITE AT ALL TIMES THROUGH OUT THE CONSTRUCTION SITE NOTICE NOI AND SWPPP VISIBLE FROM THE PUBLIC RIGHT-OF-WAY SHALL BE POSTED AT THE PAVEMENTS OR WALKS. ENTIRE DURATION OF CONSTRUCTION OF THIS PROJECT. CONTRACTOR SHALL MAINTAIN A SET OF REDLINE DRAWINGS, SITE. 3. THE CONTRACTOR SHALL REFER TO THE STRUCTURAL ENGINEER'S PLANS FOR SPECIFICATIONS, PROCEDURES, AND E RECORDING AS -BUILT CONDITIONS DURING CONSTRUCTION. THESE REDLINE MARKED UP DRAWINGS WILL BE SUBMITTED REQUIREMENTS FOR THE BUILDING PAD. THE FOLLOWING SPECIFICATIONS AND STANDARDS ARE FOR THE SITE 13. THE CONTRACTOR SHALL COORDINATE ALL SLEEVING REQUIRED FOR ON -SITE UTILITIES AND IRRIGATION SYSTEMS. D FOR TO THE DESIGN CONSULTANT WHO WILL MAKE THE CHANGES ON THE ORIGINAL TRACINGS, LABELING EACH SHEET IN 7. PHASE TWO EROSION CONTROL MEASURES SHALL BE IMPLEMENTED IMMEDIATELY AFTER CONSTRUCTION OF THEIR PAVEMENT ONLY. ASSOCIATED IMPROVEMENTS. INLET PROTECTION BARRIERS SHALL BE CONSTRUCTED WITH HAY BALES OR SILT FENCING. THE SET AS "RECORD DRAWINGS", AND. RETURNING SAME TO THE CITY ENGINEER. 14. CONTRACTOR SHALL MARK ALL SERVICE LEADS WITH A METAL T POST, PAINTED BLUE FOR WATER AND GREEN CONSTRUCTION INLETS LOCATED IN PAVEMENT SHALL BE PROTECTED WITH SAND BAGS, REPLACING THE HAY BALES OR SILT FENCING, FOR SEWER, BURIED A MINIMUM OF 3' INTO THE GROUND. �'���� 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFEGUARDING AND PROTECTING ALL MATERIAL AND EQUIPMENT ONCE THE PAVEMENT IS IN PLACE. EROSION CONTROL MEASURES SHALL BE KEPT IN PLACE UNTIL UPSTREAM A. SUBGRADE: STORED ON THE JOBSITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE STORAGE OF MATERIALS IN A SAFE DRAINAGE AREAS ARE FULLY STABILIZED. 1. EXISTING TREES, STUMPS, AND LARGE TREE ROOT SYSTEMS, SHALL BE GRUBBED AND REMOVED. VEGETATION 15 ALL LIDS FOR PRIVATE SANITARY SEWER MANHOLES, GREASE TRAPS, SAMPLING WELLS, AND OIL/SAND AND WORKMANLIKE MANNER TO PREVENT INJURIES, DURING AND AFTER WORKING HOURS, UNTIL PROJECT COMPLETION. SHALL BE REMOVED AND THE TOP 6" OF TOP SOIL AND SUBGRADE SHALL BE STRIPPED FROM THE AREAS COVERED CONSTRUCTION DRAWINGS 8. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING SEDIMENT CONTROL DEVICES AFTER THE SITE HAS BEEN SEEDED BY THE PROPOSED IMPROVEMENTS. SEPERATORS SHALL NOT HAVE LABELING SAYING "CITY OF COLLEGE STATION". AND/OR SODDED, AND GROUND COVER HAS TAKEN ROOT. ISSUED PRIOR TO THIS 9. CONTRACTOR SHALL SAW CUT REMOVE AND REPLACE CONCRETE PAVEMENT, CURB AND GUTTER AS REQUIRED TO 2. PAVING AREAS SHALL BE PROOF -ROLLED AND', IF REQUIRED AT THE TIME OF CONSTRUCTION, THE CONTRACTOR DATE ARE REPLACED CONSTRUCT PROPOSED IMPROVEMENT(S). BY 9. THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO ENSURE THAT ALL DISTURBED AREAS ARE SHALL STABILIZE WEAK AREAS AS DIRECTED BY THE ENGINEER. MITIGATION OF WEAK AREAS MAY INCLUDE OVER THIS SET & SHOULD NOT 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PAY FOR AND OBTAIN ALL REQUIRED PERMITS AND STABILIZED. DESIGNATED. AREAS SHALL BE BLOCK SODDED, AND ALL OTHER AREAS DISTURBED DUE TO EXCAVATION AND BACKFILLING, REPROCESSING TO REMOVE MOISTURE, MODIFICATION WITH LIME OR CEMENT ADMIXTURE, PUBLIC UTILITY NOTES: INSPECTION APPROVALS FOR ALL WORK SHOWN. CONSTRUCTION SHALL BE HYDRO -MULCHED SEEDED. THESE STABILIZED AREAS SHALL BE SODDED OR SEEDED, DR USING GEDTEXTILES. FOLLOWING PROOF -ROLLING, THE SUBGRADE SHALL BE COMPACTED TO BETWEEN 95% AND BE USED FOR FERTILIZED, AND WATERED TO ESTABLISH A SOLID GROUND COVER WITHIN 30 DAYS OF COMPLETION, OR IF ACTIVITY 100% OF THE MAXIMUM DENSITY AS DETERMINED BY ASTM D698. MOISTURE CONTENT SHALL BE BETWEEN 0% AND A. GENERAL: CONSTRUCT) CEASES FOR MORE THAN 14 DAYS. +4% OF THE OPTIMUM MOISTURE CONTENT. ONE IN -PLACE DENSITY TEST SHALL BE PERFORMED FOR EVERY 5,000 11. ANY ADJACENT PROPERTY AND RIGHT-OF-WAY DISTURBED DURING CONSTRUCTION WILL BE RETURNED TO THEIR 1. THE 2009 B/CS UNIFIED TECHNICAL SPECIFICATIONS FOR WATER & SEWER CONSTRUCTION SHALL GOVERN ON THIS •.> ��� EXISTING CONDITIONS OR BETTER. SQ.FT. WITH A MINIMUM OF THREE (3) TEST BEING PERFORMED. PROJECT FOR ALL PUBLIC UTILITY IMPROVEMENTS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO 10. WHEN HYDROMULCH IS REQUIRED, CONTRACTOR SHALL KEEP MULCH MOIST AFTER INSTALLATION AND UNTIL AREA PERFORM ALL TESTS CONTAINED THEREIN. THE CONTRACTOR SHALL NOTIFY THE ENGINEER SHOULD ANY CONFLICTS OR Aw 12. ALL WORK WITHIN THE COUNTY OR CITY RIGHT-OF-WAY SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE SHOWS GROWTH. 3. EXISTING DRAINAGE WAYS THAT ARE TO BE FILLED SHALL HAVE BENCHES EXCAVATED INTO THE SIDE WALLS OF DISCREPANCIES OCCUR WITH THE CONSTRUCTION PLANS AND SPECIFICATIONS. THE CHANNEL SIDESLOPES PRIOR TO PLACEMENT OF FILL. BENCHES SHOULD BE AT LEAST SIX FEET IN WIDTH WITH STANDARDS AND SPECIFICATIONS AS TO THE INSTALLATION AND EROSION CONTROL PROTECTION. •_.. :. . 11. EROSION CONTROL MEASURES SHALL BE IMPLEMENTED PRIOR TO ANY EXCAVATION OR DEMOLITION WORK. ONE BENCH BEING PLACED VERTICALLY FOR EVERY TWO FEET OF CHANNEL HEIGHT. 2. THE CITY OF COLLEGE STATION WILL REQUIRE THE TESTING OF COMPACTION FOR ALL BACKFILL IN TRENCHES FOR B A ETC. 13. ALL EXPOSED DIRT SURFACES SHALL BE SEEDED/HYDROMULCHED. YARDS WITH SODD SHALL BE RESODDED TO PUBLIC WATER, SEWER AND DRAINAGE LINES. IF THE COMPACTION TEST SHOW THAT THE SPECIFICATIONS ARE NOT e% �:. • 88 83 THE SAME CONDITIONS OR BETTER. 4. MATERIAL EXCAVATED ON SITE, EXCLUDING THE TOP 6", MAY BE USED AS A FILL MATERIAL, UNDER PAVEMENT MET, THE CONTRACTOR WILL BE REQUIRED TO RECOMPACT THE TRENCH AND PAY FOR EACH SUBSEQUENT TEST UNTIL 0� moo•. L •• �� AREAS ONLY, AS LONG AS THE PI IS BETWEEN 19 AND 35, WITH A LIQUID LIMIT LESS THAN 49, AND THE MATERIAL IT MEETS OR EXCEEDS THE SPECIFICATIONS.•`• ' 14. PROPOSED SIGNS, OR THOSE WHICH REQUIRE RELOCATION, SHALL BE DONE IN ACCORDANCE TO THE FOLLOWING DEMOLITION NOTES: IS FREE FROM TRASH, LUMPS, CLODS, ORGANIC SUBSTANCE & OTHER FOREIGN MATTER. STANDARDS: SMD (GEN)-02 & SMD (SLIP-1)-02 THRU SMD (SLIP-3)-02. 3. CUT SHEETS FOR ALL NECESSARY UTILITIES SHALL BE PROVIDED, BY THE CONTRACTOR, AS THEY BECOME 1. DEMOLITION OF EXISTING STRUCTURES AND IMPROVEMENTS SHALL INCLUDE ALL WORK CONTAINED ON THESE ( SUBGRADE MATERIAL, UNDER PAVEMENT STRUCTURES, CONSISTING OF GRANULAR SOILS WITH A LOW PLASTICITY AVAILABLE PRIOR TO CONSTRUCTION OF THE WORK COVERED BY THE CUT SHEETS, AND SUBMITTED TO THE CITY'S 15. THE TEXAS UNIVERSAL TRIANGULAR SLIP BASE SIGN SUPPORTS WILL BE REQUIRED FOR ALL SIGNAGE WITHIN PLANS, BUT SHALL NOT BE LIMITED TO THE ITEMS SPECIFICALLY IDENTIFIED. ANY MATERIALS TO BE DEMOLISHED OR Pi<7} SHALL BE STABILIZED WITH TYPE 1 PORTLAND CEMENT (APPROXIMATELY 4% BY WEIGHT). ENGINEERING INSPECTOR. RIGHT-OF-WAY. CLEARED SHALL BE COMPLETELY REMOVED AND DISPOSED OF. THIS WORK WILL NOT ONLY CONSIST OF ABOVE GROUND ITEMS, BUT UNDERGROUND ELEMENTS. AS WELL, INCLUDING BUT NOT LIMITED TO: TREE ROOTS, FOUNDATION. 6. SUBGRADE MATERIAL, UNDER PAVEMENT STRUCTURES, CONSISTING H. CLAYEY SANDS, SANDY CLAYS AND CLAYS 4. TRENCH BACKFILL (UNLESS OTHERWISE NOTED): OF INTERMEDIATE PLASTICITY 7<PIG20 SHALL BE STABILIZED. WITH EQUAL RATIOS OF LIME AND FLY ASH 16. THE CONTRACTOR SHALL NOT CREATE A DIRT NUISANCE OR SAFETY HAZARD IN ANY STREET. THE PAVEMENT SYSTEMS, OLD PIPES, ETC... THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY ADDITIONAL ITEMS THAT ( ) (A) UNDERPROPOSED STREETS AND STRUCTURES (INCLUDING SIDEWALKS), INITIAL BEDDING &BACKFILL SHALL SHALL BE CLEANED DAILY. REQUIRE DEMOLITION, NOT IDENTIFIED ON THIS PLAN, PRIOR TO REMOVAL. (APPROXIMATELY 3% EACH BY WEIGHT). BE CEMENT STABILIZED SAND BEDDING AND SHALL BE COMPACTED IN LIFTS NOT GREATER THAN 6". FINAL BACKFILL 17. ADEQUATE DRAINAGE SHALL $E MAINTAINED 7. SUBGRADE SHALL CONSIST OF CLASS III MATERIAL IN LIEU OF CLASS IV B SOILS AND SHALL BE COMPACTED IN MAXIMUM 8" LIFTS Q AT ALL TIMES DURING CONSTRUCTION AND ANY DRAINAGE DITCH OR D MATERIAL UNDER PAVEMENT STRUCTURES CONSISTING OF CLAYS OF HIGH PLASTICITY P > 0 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO STAGE AND SEQUENCE ALL DEMOLITION WORK WITH ( 12) SHALL TO A DENSITY OF NOT LESS THAN 98% OF STANDARD MAXIMUM DENSITY AS DETERMINED USING ASTM D-698 AT A STRUCTURE DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO EXISTING CONDITIONS OR BETTER. THE ENGINEER & UTILITY COMPANIES TO PROVIDE MINIMAL INTERRUPTION AND INCONVENIENCE OF UTILITY SERVICES BE STABILIZED WITH TYPE A HYDRATED LIME (APPROXIMATELY 6% BY WEIGHT). MOISTURE CONTENT OF 0% TO 4% OF OPTIMUM MOISTURE. DENSITY TESTS SHOULD BE PERFORMED AT LEAST EVERY AND SUCH SEQUENCE AND STAGING OF WORK SHALL BE APPROVED BY THE ENGINEER PRIOR TO COMMENCEMENT OF 200 LINEAR FEET FOR EVERY TWO (2) FEET OF FILL AT LOCATIONS SPECIFIED BY THE ENGINEERING INSPECTOR. TESTS 18. THE CONTRACTOR SHALL COORDINATE ALL FENCE REMOVAL AND REPLACEMENT WITH THE DEVELOPER. WORK. 8. STABILIZED MATERIAL OR FILL MATERIAL SHALL BE PLACED IN EIGHT INCH MAXIMUM LOOSE LIFTS, WITH EACH LIFT SHOULD BE PERFORMED IN THE INSPECTOR'S PRESENCE UNLESS DIRECTED. OTHERWISE BY THE INSPECTOR. WETTED OR DRIED TO A MOISTURE CONTENT RANGE OF 0% TO +3% OF THE OPTIMUM MOISTURE CONTENT AND (B) IN AREAS NOT UNDER STRUCTURES, INITIAL BEDDING & BACKFILL SHALL BE BANK RIVER SAND. FINAL 19. THE CONTRACTOR AGREES TO REPAIR ANY DAMAGE TO THE PUBLIC RIGHT-OF-WAY IN ACCORDANCE WITH THE 3. DEMOLISHED SURPLUS MATERIAL SHALL BE LEGALLY DISPOSED OF OFF -SITE. COMPACTED TO A UNIFORM DENSITY OF 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D698. STANDARDS OF THE APPLICABLE REGULATORY AGENCY. BACKFILL MAY BE FINELY DIVIDED EXCAVATION MATERIAL AND SHALL BE COMPACTED IN MAXIMUM 8" LIFTS TO A X Y X 4. ALL PAVEMENT EDGES, BOUNDING THE CONSTRUCTION AREA & MATCHING WITH NEW CONSTRUCTION, SHALL BE 9. COMPACTION TESTS, FOR FILL, SHALL BE VERIFIED BY IN -PLACE DENSITY TESTS FOR EACH LIFT 1 TEST PER DENSITY OF NOT LESS THAN 90% OF STANDARD MAXIMUM DENSITY AS DETERMINED USING ASTM D-698 AT A I'_ U) w 20. THE CONTRACTOR SHALL PROTECT ALL MONUMENTS, IRON PINS, AND PROPERTY CORNERS DURING CONSTRUCTION. NEATLY SAW CUT, UNLESS GRAVEL. FLEXIBLE PAVEMENT SHALL BE SAW CUT A MINIMUM OF 24" BEYOND ANY 5,000 SQ.FT. OF FILL AREA) WITH A MINIMUM OF THREE (3) TEST BEING PERFORMED PER LIFT. ( MOISTURE CONTENT OF 0% TO 4% OF OPTIMUM MOISTURE. DENSITY TESTS SHOULD BE PERFORMED AT LEAST EVERY rn Z W = H' PROPOSED STRUCTURES. 200 LINEAR FEET FOR EVERY TWO (2) FEET OF FILL AT LOCATIONS SPECIFIED BY THE ENGINEERING INSPECTOR. TEST V I 10. STABILIZED MATERIAL SHOULD BE ROTARY TILLED TO PROVIDE A HOMOGENEOUS MIXTURE THAT MEETS THE SHOULD BE PERFORMED IN THE INSPECTOR'S PRESENCE UNLESS DIRECTED OTHERWISE BY THE INSPECTOR. Y = . CONTRACTOR SHALL INSTALL 14 GAUGE SOLID COPPER TRACING WIRE DIRECTLY ABOVE ALL PVC PUBLIC UTILITY Q O 5. THE CONTRACTOR SHALL CLEAR ALL RIGHT-OF-WAYS AND EASEMENTS CONTAINED IN THESE CONSTRUCTION GRADATION REQUIREMENTS SPECIFIED IN THE TxDOT, (JUNE 1, 2004) STANDARD SPECIFICATIONS FOR CONSTRUCTION 5J ® DIMENSIONAL CONTROL NOTES: DRAWINGS. AND MAINTENANCE OF HIGHWAYS, STREETS & BRIDGES, ITEM NO. 260 FOR LIME TREATMENT AND ITEM NO. 265 FOR vi U FLY ASH. LINES, TAPED EVERY 10', AND METAL DETECTOR TAPE SHALL BE PLACED ABOVE THE LINE NO DEEPER THAN 24", PER 6. THE CONTRACTOR SHALL FIELD VERIFY AND LOCATE ALL EXISTING UTILITIES ON SITE PRIOR TO DEMOLITION. B/CS STANDARD CONSTRUCTION DETAIL W1-03. W L` 0 1. THE CONTRACTOR MAY OBTAIN AN ELECTRONIC COPY OF THE SITE PLAN FOR CONSTRUCTION PURPOSES. THE Q 1 N ELECTRONIC FILE AND INFORMATION GENERATED, BY RME CONSULTING ENGINEERS (RME), FOR THIS PROJECT IS 11. THE SUBGRADE SHALL BE STABILIZED TWO FOOT (2') BEYOND THE BACK OF CURB OR EDGE OF PAVEMENT, � a � Q 7, THE. CONTRACTOR SHALL PERFORM. DEMOLITION. ACTIVITIES AS NOTED AND SHOWN ON THESE PLANS AND AS WHICHEVER IS GREATER, UNLESS OTHERWISE SPECIFIED BY STRICTER REQUIREMENTS. B_ WATER: _j 4 < CONSIDERED BY RME TO BE CONFIDENTIAL. WHEN ISSUED, ITS USE IS INTEND SOLELY FOR THE INDIVIDUAL OR ENTITY DIRECTED BY THE OWNER/DEVELOPER. 1. ALL WATER LINE FITTINGS AND SPECIALS SHALL BE MECHANICAL JOINT, DUCTILE IRON, CLASS 350, WITH STAINLESS O, V V ), OD TO WHICH IT IS ADDRESSED. THIS MATERIAL IS INTENDED FOR USE BY THE RECIPIENT NAMED, ONLY, AND PERMISSION STEEL NUTS AND BOLTS, UNLESS OTHERWISE SPECIFIED. LL_ Q ~ 12. COMPACTION TEST, FOR STABILIZED MATERIAL, SHALL BE VERIFIED BY IN -PLACE DENSITY TEST FOR EACH LIFT (1 ^ O IS NOT GRANTED TO THE RECIPIENT FOR DISTRIBUTION OF THESE DOCUMENTS IN ANY FORM OR FASHION. THE 8, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ANY PERMITS AND PAY ANY FEES REQUIRED TEST PER 5,000 SQ_FT. OF FILL AP.EA WITH A MINIMUM OF THREE 3 TEST BEING PERFORMED PER LIFT. !,- RECIPIENT UNDERSTANDS THAT THIS DATA IS AUTHORIZED "AS IS" WITHOUT ANY WARRANTY AS TO ITS PERFORMANCE, FOR DEMOLITION AND DISPOSAL FROM THE APPROPRIATE AUTHORITIES. ) O 2. UNLESS OTHERWISE SPECIFIED, THE CONTRACTOR MAY DEFLECT WATER LINES A MAXIMUM OF 1 DEGREE PER JOINT. w W O F- ACCURACY, FREEDOM FROM ERROR, OR AS TO ANY RESULTS GENERATED THROUGH ITS USE. THE RECIPIENT ALSO B. PORTLAND CEMENT CONCRETE: THIS DEFLECTION SHALL OCCUR ALONG THE BARREL OF THE PIPE AND NOT AT THE JOINT. Z u 0 m H UNDERSTANDS AND AGREES THAT RME, UPON RELEASE OF SUCH DATA, IS NO LONGER RESPONSIBLE FOR THEIR USE 9, THE CONTRACTOR SHALL INSTALL ALL EROSION AND SEDIMENT CONTROL DEVICES, AS SHOWN ON THE SWPPP, 1. ALL CONCRETE, UNLESS OTHERWISE SPECIFIED, SHALL BE 4.5 SACK MIX WITH A MINIMUM COMPRESSIVE STRENGTH W /� OR MODIFICATION. THE USER AND RECIPIENT OF THE ELECTRONIC DATA ACCEPTS FULL RESPONSIBILITY AND LIABILITY PRIOR TO COMMENCING DEMOLITION WORK. C. SANITARY SEWER: V i T- J FOR ANY CONSEQUENCES ARISING OUT OF THEIR USE. OF 3,500 PSI AT 28 DAYS. 1. MANHOLES SHALL BE VACUUM TESTED AND SEWER LINES SHALL BE AIR TESTED AND TV CAMERA INSPECTED V >.. (9 10. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UTILITIES THAT ARE TO REMAIN IN PLACE. ACCORDING TO B/CS UNIFIED SPECIFICATION NO. 490 PRIOR TO ACCEPTANCE. I- J 2_ ALL DIMENSIONS SHOWN ARE TO BE USED IN CONJUNCTION WITH THESE PLANS FOR LOCATING ALL IMPROVEMENTS 2. ALL CONCRETE SHALL BE PROPERLY VIBRATED WHEN PLACED AND NOT RAKED A DISTANCE GREATER THAN TEN ® O J AND SHALL BE FIELD VERIFIED BY THE CONTRACTOR FOR WORKABILITY PRIOR TO CONSTRUCTION OF IMPROVEMENTS. 11 THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO AVOID UNNECESSARY DAMAGE TO ANY EXISTING ROAD (10) FEET. t 1 3. UNLESS OTHERWISE SHOWN, ALL DIMENSIONING IS TO THE BACK OF CURB OR EDGE OF PAVEMENT, WHICHEVER IS SURFACE. 3. THE CONTRACTOR SHALL FOLLOW THE GENERAL INTENT OF THE JOINT PLANS SHOWN. JOINT SPACING SHALL NOT V APPLICABLE. 12. ALL EXISTING. ITEMS THAT ARE TO REMAIN IN PLACE WHICH. ARE DAMAGED DURING CONSTRUCTION SHALL BE EXCEED 15 IN ANY DIRECTION TO ANOTHER JOINT OR EDGE OF PAVEMENT. CONTROL JOINTS SHALL BE CUT BETWEEN 4. THE BOUNDARY AND TOPOGRAPHICAL SURVEY WAS PROVIDED BY KERR SURVEYING, CO. RESTORED TO ORIGINAL CONDITION, OR BETTER, AT THE SOLE EXPENSE OF THE CONTRACTOR. 4 AND 18 HOURS AFTER PLACEMENT OF CONCRETE AND MAY BE SUBSTITUTED WITH CONSTRUCTION JOINTS. 13. SHOULD ANY EXITING UTILITIES NOT SHOWN OR SHOWN INCORRECTLY ON THIS PLAN BE FOUND ON SITE, THE 4. EXPANSION JOINTS SHALL NOT EXCEED A MAXIMUM SPACING OF 60' AND SHOULD NOT BE PLACED THROUGH THE 5. T.B.M. 1A: SQUARE CUT IN BACK OF CONCRETE CURB ON THE SOUTH SIDE OF PARK PLACE DIRECTION ACROSS CONTRACTOR SHALL CONTACT THE ENGINEER IMMEDIATELY TO DISCUSS ANY POSSIBLE CONFLICTS BEFORE PROCEEDING MIDDLE OF AREA INLET OR JUNCTION BOXES LOCATED iN THE PAVEMENT. ALL AREA INLETS OR JUNCTION BOXES, FROM THE SUBJECT PROPERTIES' SOUTHWEST PROPERTY CORNER. WITH ANY WORK IN THAT AREA. LOCATED IN PAVEMENT AREAS, SHALL BE INSTALLED WITH ISOLATION JOINTS BETWEEN THE STRUCTURE AND THE (ELEV.=297.23'-NAD 83) PAVEMENT. 14. AN ASBESTOS SURVEY MUST BE PERFORMED PRIOR TO THE DEMOLISHING OF ANY STRUCTURES. THE CONTRACTOR SHALL ADHERE TO THE REQUIREMENTS SET FORTH IN THE ASBESTOS SURVEY AND REPORT. 5. ALL JOINTS SHALL BE SEALED WITH SONOBORN SONOLASTIC SL1, OR APPROVED EQUIVALENT. GAS COMPANY NOTES: 15. THE CONTRACTOR SHALL COORDINATE ALL WATER AND SANITARY SEWER CONNECTIONS WITH THE CITY OF 6. AS FAR AS PRACTICAL, THE CONTRACTOR SHALL ALIGN ALL SIDEWALK JOINTS WITH CURB AND PAVEMENT JOINTS. CLIENT INFORMATION COLLEGE STATION PUBLIC WORKS DEPARTMENT AND THE CITY INSPECTOR. PRIOR TO CONNECTION WITH EXISTING CRAIG & CAROL INVESTMENTS, Ltd. UTILITY LINES ALL NEW LINES & STRUCTURES, RESPECTIVELY, SHALL BE IN PLACE, TESTED, AND APPROVED SO THAT 7. CONCRETE SHALL NOT BE PLACED IF THE AIR TEMPERATURE IS 50"F AND FALLING OR 951F OR HIGHER. coo CRAIG PAULL 1. AT ALL UNDERGROUND GAS UTILITY CROSSINGS THE CONTRACTOR SHALL GIVE THE APPROPRIATE UTILITY COMPANY THEY CAN BE PROMPTLY CONNECTED & PLACED IN SERVICE WITH MINIMUM DISRUPTION. CONCRETE MAY BE PLACED IF THE AIR TEMPERATURE IS 40°F AND RISING OR LESS THAN 95'F. 1808 TEXAS AVENUE S., STE. 300 A MINIMUM OF 72 HOURS NOTICE SO THAT THEIR FIELD REPRESENTATIVE MAY BE PRESENT. COLLEGE STATION, TX 16. THE CONTRACTOR SHALL COORDINATE AND SCHEDULE ELECTRICAL SERVICE FACILITIES WITH COLLEGE STATION C. STEEL: OFF: (979) 695-9955 2. TWENTY-FOUR (24) INCH CLEARANCE SHALL BE MAINTAIN BETWEEN THE PROPOSED UTILITY AND THE EXISTING ELECTRIC (CSU). A PORTION OF THIS WORK WILL BE PERFORMED BY CSU, BUT THE CONTRACTOR SHALL BE 1. ALL REINFORCING STEEL SHALL BE DEFORMED BILLED STEEL BAR HAVING A MINIMUM YIELD STRENGTH OF NOT FAX: 979 695-9944 UNDERGROUND GAS LINE. THIS CLEARANCE SHALL BE MEASURED FROM OUTSIDE OF PIPE TO OUTSIDE OF PIPE, OR RESPONSIBLE FOR REIMBURSEMENT OF ALL WORK, SERVICES, AND MATERIALS REQUIRED BY CSU TO PERFORM SUCH LESS THAN 60 KSI CONFORMING TO ASTM A615, GRADE 60. ( ) SLEEVING, WHICHEVER IS MORE CONSERVATIVE. DUTIES. EMAIL: CRAIG@SYSTEKMAIL.COM 2. ALL REINFORCING STEEL SHALL BE FREE FROM RUST OR OTHER BOND REDUCING AGENTS. FILENAME: 0335CV1A SCALE: N/A 3. FOR EXCAVATION NEAR THE UNDERGROUND GAS LINE, THE CONTRACTOR SHALL COVER, OR REMOVE, THE BUCKET 17, THE CONTRACTOR SHALL COORDINATE AND SCHEDULE GAS SERVICE WORK WITH ATMOS ENERGY AND WITH THE TEETH OF THE EXCAVATOR. THE FINAL TWENTY-FOUR (24) INCHES SURROUNDING THE GAS LINE SHALL BE INSTALLATION OF THE REQUIRED REPLACEMENT FACILITIES. THIS WORK WILL BE PERFORMED BY ATMOS ENERGY, BUT 3. ALL SPLICES IN PAVEMENT AND CURBING STEEL SHALL BE STAGGERED AND LAPPED 30"xBAR DIAMETER OR 12", SUBMITTED DATE: OCTOBER 6, 2010 EXCAVATED BY HAND DIGGING. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REIMBURSEMENT OF ALL WORK, SERVICES, AND MATERIALS REQUIRED WHICHEVER IS GREATER. DRAWN BY: R.A.M. BY ATMOS ENERGY TO PERFORM SUCH DUTIES. CHECKED BY: R.A.M. 4. CONCRETE COVERAGE FOR THE REINFORCING STEEL SHALL COMPLY WITH THE A.G.I. CODE, LATEST EDITION. THE 18. THE CONTRACTOR SHALL COORDINATE AND SCHEDULE INSTALLATION OF PHONE SERVICES WITH VERIZON STEEL SHALL HAVE A MINIMUM 12" CLEARANCE WITH THE SOIL. FIELD BOOK: N/A PAGES: N/A TELEPHONE COMPANY. THIS WORK WILL BE PERFORMED BY VERIZON, BUT THE CONTRACTOR SHALL BE RESPONSIBLE RME CONSULTING ENGINEERS FOR REIMBURSEMENT OF ALL WORK, SERVICES, AND MATERIALS REQUIRED BY VERIZON TO PERFORM SUCH DUTIES. CLIENT NO. PROJECT NO. 19. DURING ALL PHASES OF CONSTRUCTION, THE CONTRACTOR SHALL MAINTAIN FIRE ACCESS AND FIRE FLOWS, TO �j� 0 3 f�� a� ALL EXISTING AND PROPOSED BUILDINGS, IN A MANNER THAT IS ACCEPTABLE TO THE FIRE MARSHALL. FIRE G ACCESSIBILITY SHALL MEET THE MINIMUM REQUIREMENTS: Adlmllll A. DURING CONSTRUCTION THE PROPOSED BUILDING. SHALL BE ACCESSIBLE BY THE PROPOSED FIRE LANES AND A CLEAR PATH TO ALL EXISTING FIRE HYDRANTS, SHALL BE MAINTAINED; B. PRIOR TO CONSTRUCTION OF ALL PROPOSED BUILDINGS, THE PROPOSED PUBLIC WATER SYSTEM t;om IMPROVEMENTS, AND AN ALL-WEATHER ROAD/ACCESS WAY, SHALL BE INSTALLED AND ACCEPTED BY THE CITY. SHEET 20F 11 PRIVATE UTILITY NOTES: TCEQ RULES & REGULATIONS (§217.53 (d). — SEPARATION DISTANCES): TCEQ RULES & REGULATIONS (4290.44. WATER DISTRIBUTION): I 1. THE CONTRACTOR SHALL INSTALL THE PROPOSED PRIVATE UTILITY LINES IN ACCORDANCE WITH LOCAL CODES, (D) SEPARATION DISTANCES BETWEEN PUBLIC WATER SUPPLY PIPES AND WASTEWATER COLLECTION SYSTEM PIPES OR (E) LOCATION OF WATERLINES. THE FOLLOWING RULES APPLY TO INSTALLATIONS OF WATERLINES, WASTEWATER MAINS -... . LATEST NATIONAL PLUMBINGCODE AND ALL APPLICABLE STATE AND LOCAL LAWSOTHERPRIVATE OR PUBLIC MANHOLES. OR LATERALS, AND OTHER CONVEYANCES IDENTIFIED AS POTENTIAL SOURCES OF CONTAMINATION. FURTHERMORE, ALL UTILITIES SHALL BE INSTALLED IN ACCORDANCE WITH THE UTILITY COMPANY'S SPECIFICATIONS. SHOULD THESE RATINGS SPECIFIED SHALL BE DEFINED BY ASTM OR AWWA STANDARDS UNLESS STATED OTHERWISE. NEW MAINS, n DRAWINGS AND SPECIFICATIONS DIFFER WITH OTHER UTILITY COMPANY'S SPECIFICATIONS, THE STRICTER OF THE TWO (1) COLLECTION SYSTEM PIPES MUST BE INSTALLED IN TRENCHES SEPARATE FROM PUBLIC WATER SUPPLY SERVICE LINES, OR LATERALS ARE THOSE THAT ARE INSTALLED WHERE NO MAIN, SERVICE LINE, OR LATERAL SHALL APPLY. TRENCHES. PREVIOUSLY EXISTED, OR WHERE EXISTING MAINS, SERVICE LINES, OR LATERALS ARE REPLACED WITH PIPES OF r DIFFERENT SIZE OR MATERIAL. 7607 EASTMARK DR., STE. 250F <77840> 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PAY FOR AND OBTAIN ALL REQUIRED PERMITS AND (2) COLLECTION SYSTEM PIPES MUST BE NO CLOSER THAN NINE FEET IN ANY DIRECTION TO A PUBLIC WATER POST OFFICE BOX 9253 INSPECTION APPROVALS FOR ALL WORK SHOWN. SUPPLY LINE. (1) WHEN NEW POTABLE WATER DISTRIBUTION LINES ARE CONSTRUCTED, THEY SHALL BE INSTALLED NO CLOSER COLLEGE STATION, TEXAS 77842 THAN NINE FEET IN ALL DIREC11ONS TO WASTEWATER COLLECTION FACILITIES. ALL SEPARATION DISTANCES SHALL BE Elt t[ : civil@rmeugineer.com 3. THE CONTRACTOR SHALL COORDINATE ALL INSTALLATIONS OF SERVICES LINES, CONDUIT, METERS, ETC... WITH THE (3) IF A NINE -FOOT SEPARATION DISTANCE CANNOT BE ACHIEVED, THE FOLLOWING GUIDELINES WILL APPLY. TEXAS MEASURED FROM THE OUTSIDE SURFACE OF EACH OF THE RESPECTIVE PIECES. OFFICE - (979) 764-0704 APPROPRIATE UTILITY COMPANY. COMMISSION ON ENVIRONMENTAL QUALITY PAGE 3 CHAPTER 217 - DESIGN CRITERIA FOR DOMESTIC WASTEWATER FAX - (979) 764-0704 SYSTEMS (2) POTABLE WATER DISTRIBUTION LINES AND WASTEWATER MAINS OR LATERALS THAT FORM PARALLEL UTILITY LINES SHALL BE INSTALLED IN SEPARATE TRENCHES. TEXAS FIRM REGISTRATION No. F-4695 STORM SEWER NOTES (PUBLIC & PRIVATE): (A) IF A COLLECTION SYSTEM PARALLELS A PUBLIC WATER SUPPLY PIPE THE FOLLOWING REQUIREMENTS APPLY. (3) 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 KERR SURVEYING, LLC (I) A COLLECTION SYSTEM PIPE MUST BE CONSTRUCTED OF CAST IRON, DUCTILE IRON, OR PVC THE DRINKING WATER SYSTEM. 505 CHURCH STREET 1. ALL PRIVATE 12" - 48" STORM SEWER PIPE, EXCEPT AS NOTED, IS TO BE CONSTRUCTED OUT OF HDPE (DR 21) MEETING ASTM SPECIFICATIONS WITH AT LEAST A 150 POUNDS PER SQUARE INCH (PSI) PRESSURE RATING FOR BOTH COLLEGE STATION, TX 77841 PIPE CONFORMING TO ASTM F-714 AND HAVING A MINIMUM PIPE STIFFNESS OF 46. THE PIPE AND JOINTS. 2. ALL PUBLIC .STORM SEWER PIPE, EXCEPT AS NOTED, IS TO BE CONSTRUCTED OUT OF REINFORCED CONCRETE PIPE (11) A VERTICAL "SEPARATION MUST BE AT LEAST TWO FEET BETWEEN THE OUTSIDE DIAMETERS OF THE (4) WHERE THE NINE -FOOT SEPARATION :DISTANCE CANNOT:.B.E FCHI:EVED, THE FOLLOWING CRITERIA SHALL APPLY. OFF: (979) 268-3195 (RCP), ASTM C76, CLASS III WITH RUBBER GASKETED PROFILE CONFORMING TO ASTM C443. PIPES. FAX: (979) 691-8904 (111) A HORIZONTAL SEPARATION MUST BE AT LEAST FOUR FEET BETWEEN OUTSIDE DIAMETERS OF THE (A) NEW WATERLINE INSTALLATION -PARALLEL LINES. PIPES. (1) WHERE A NEW POTABLE WATERLINE PARALLELS AN EXISTING, NON —PRESSURE OR PRESSURE RATED 3. CONTRACTOR SHALL PROVIDE A MINIMUM OF 12" (TWELVE INCHES) CLEARANCE AT STORM SEWER AND WATER LINE WASTEWATER MAIN OR LATERAL AND THE LICENSED PROFESSIONAL ENGINEER LICENSED IN THE STATE OF TEXAS IS (IV) A COLLECTION SYSTEM PIPE MUST BE BELOW A PUBLIC WATER SUPPLY PIPE. CROSSINGS, AND A MINIMUM OF 6" (SIX INCHES) AT STORM SEWER AND SANITARY SEWER CROSSINGS. ABLE TO DETERMINE THAT THE EXISTING WASTEWATER MAIN OR LATERAL IS NOT LEAKING, THE NEW POTABLE (B) IF A COLLECTION SYSTEM PIPE CROSSES A PUBLIC WATER SUPPLY PIPE, THE FOLLOWING REQUIREMENTS WATERLINE SHALL BE LOCATED AT LEAST TWO FEET ABOVE THE EXISTING WASTEWATER MAIN OR LATERAL, MEASURED 4. UNLESS OTHERWISE SPECIFIED, THE CONTRACTOR SHALL INSTALL ALL HDPE IN ACCORDANCE WITH THE TRENCH APPLY: VERTICALLY, AND AT LEAST FOUR FEET AWAY, MEASURED HORIZONTALLY, FROM THE EXISTING WASTEWATER MAIN OR DETAIL CONTAINED IN THESE CONSTRUCTION DRAWINGS. ALL RCP SHALL BE INSTALLED IN ACCORDANCE WITH B/CS LATERAL. EVERY EFFORT SHALL BE EXERTED NOT TO DISTURB THE BEDDING AND BACKFILL OF THE EXISTING(1) IF A COLLECTION SYSTEM IS CONSTRUCTED OF CAST IRON, DUCTILE IRON, OR PVC WITH A MINIMUM STANDARD DETAIL. D3-02._ WASTEWATER MAIN OR LATERAL. PRESSURE RATING OF 150 PSI, THE FOLLOWING REQUIREMENTS APPLY (I) A .MINIMUM SEPARATION DISTANCE IS SIX INCHES BETWEEN OUTSIDE DIAMETERS OF THE (ii) WHERE A NEW POTABLE WATERLINE PARALLELS AN EXISTING PRESSURE RATED WASTEWATER MAIN OR LATERAL AND IT CANNOT BE DETERMINED BY THE LICENSED PROFESSIONAL ENGINEER IF THE EXISTING LINE IS LEAKING, PIPES. THE EXISTING WASTEWATER MAIN OR LATERAL SHALL BE REPLACED WITH AT LEAST 150 PSI PRESSURE RATED PIPE. WATER LINE NOTES (PUBLIC & PRIVATE): (II) A COLLECTION SYSTEM PIPE MUST BE BELOW A PUBLIC WATER SUPPLY PIPE. THE NEW POTABLE WATERLINE SHALL BE LOCATED AT LEAST TWO FEET ABOVE THE NEW WASTEWATER LINE, MEASURED (111) COLLECTION SYSTEM PIPE JOINTS MUST BE LOCATED AS FAR AS POSSIBLE FROM AN VERTICALLY, AND AT LEAST FOUR FEET AWAY, MEASURED HORIZONTALLY, FROM THE REPLACED WASTEWATER MAIN OR 1. ALL DOMESTIC WATER LINE PIPE SHALL BE CONSTRUCTED OUT OF PVC (SCH 40). PUBLIC OR FIRE WATER LINE INTERSECTION WITH A PUBLIC WATER SUPPLY LINE. LATERAL. PIPE SHALL BE CONSTRUCTED OUT OF C909 CLASS 200 MATERIAL. (II) IF A COLLECTION SYSTEM PIPE CROSSES- UNDER A PUBLIC. WATER SUPPLY PIPE AND THE (III) WHERE A NEW POTABLE WATERLINE PARALLELS A NEW WASTEWATER MAIN, THE WASTEWATER MAIN OR ( ) COLLECTION SYSTEM PIPE IS CONSTRUCTED OF ACRYLONITRILE BUTADIENE STYRENE (ABS) TRUSS PIPE, SIMILAR LATERAL SHALL BE CONSTRUCTED OF AT LEAST 150 PSI PRESSURE RATED PIPE. THE NEW POTABLE WATERLINE SHALL 2. THIS PROJECT SHALL BE BUILT BY MEANS OF OPEN CUT EXCEPT AS NOTED ON THE DRAWINGS. CONTRACTOR TO SEMI -RIGID PLASTIC COMPOSITE PIPE, CLAY PIPE, OR CONCRETE PIPE WITH GASKETED JOINTS, THE FOLLOWING BE LOCATED AT LEAST TWO FEET ABOVE THE WASTEWATER MAIN OR LATERAL, MEASURED VERTICALLY, AND AT LEAST DETERMINE THE LOCATIONS OF BORE PITS IN FIELD SUBJECT TO THE INSPECTOR'S APPROVAL. REQUIREMENTS APPLY: FOUR FEET AWAY, MEASURED HORIZONTALLY, FROM THE WASTEWATER MAIN OR LATERAL. (1) A MINIMUM SEPARATION DISTANCE 1S TWO .FEET. MARK BATE DESCRIPTION 3. WATER SERVICES SHALL BE SLEEVED UNDER THE PAVEMENT, AND 2' BEYOND THE BACK OF CURB WITH 4" PVC (11) IF A COLLECTION SYSTEM PIPE IS WITHIN NINE FEET OF A PUBLIC WATER SUPPLY PIPE, THE (B) NEW WATERLINE INSTALLATION - CROSSING LINES. T �' � (SCH 40). INITIAL BACKFILL AROUND THE COLLECTION SYSTEM PIPE MUST BE (1) WHERE A NEW POTABLE WATERLINE CROSSES AN EXISTING, NON -PRESSURE RATED WASTEWATER MAIN OR (-A-) SAND STABILIZED WITH TWO OR MORE 80 POUND BAGS OF CEMENT PER CUBIC LATERAL, ONE SEGMENT OF THE WATERLINE PIPE SHALL BE CENTERED OVER THE WASTEWATER MAIN OR LATERAL SUCH YARD OF SAND FOR ANY SECTION OF COLLECTION SYSTEM PIPE WITHIN NINE FEET OF A PUBLIC WATER SUPPLY PIPE. THAT THE JOINTS OF THE WATERLINE PIPE ARE EQUIDISTANT AND AT LEAST NINE FEET HORIZONTALLY FROM THE COMPLETE (-B-) INSTALLED FROM ONE QUARTER OF THE DIAMETER OF THE COLLECTION SYSTEM CENTERLINE OF THE WASTEWATER MAIN OR LATERAL. THE POTABLE WATERLINE SHALL BE AT LEAST TWO FEET ABOVE SANITARY SEWER MOTES (PUBLIC &PRIVATE): PIPE BELOW THE CENTERLINE OF THE COLLECTION SYSTEM PIPE TO ONE PIPE DIAMETER (BUT NOT LESS THAN 12 THE WASTEWATER MAIN OR LATERAL. WHENEVER POSSIBLE, THE CROSSING SHALL BE CENTERED BETWEEN THE JOINTS INCHES) ABOVE THE TOP OF THE COLLECTION SYSTEM PIPE. OF THE WASTEWATER MAIN OR LATERAL. IF THE EXISTING WASTEWATER MAIN OR LATERAL IS DISTURBED OR SHOWS III IF A COLLECTION SYSTEM CROSSES OVER A PUBLIC WATER SUPPLY PIPE, ONE OF THE FOLLOWING SIGNS OF LEAKING, IT SHALL BE REPLACED FOR AT LEAST NINE FEET IN BOTH DIRECTIONS (18 FEET TOTAL) WITH AT 1. WHEN MAKING A CONNECTION TO AN EXISTING SANITARY SEWER MANHOLE, CONTRACTOR SHALL PLUG ( ) LEAST 1.50 PSI PRESSURE. RATED PIPE. CONSTRUCTION DOWNSTREAM END OF PROPOSED SANITARY SEWER. THE SEWER SHALL REMAIN PLUGGED UNTIL FINAL ACCEPTANCE PROCEDURES MUST BE FOLLOWED: BY THE CITY. (I) EACH PORTION OF A COLLECTION SYSTEM PIPE WITHIN NINE FEET OF A PUBLIC WATER (II) WHERE A NEW POTABLE WATERLINE CROSSES AN EXISTING, PRESSURE RAZED WASTEWATER MAIN OR LATERAL, ONE SEGMENT OF THE WATERLINE PIPE SHALL BE CENTERED OVER THE WASTEWATER MAIN OR LATERAL SUCH THAT I 11224110 SUPPLY PIPE MUST BE CONSTRUCTED OF CAST IRON, DUCTILE IRON, OR PVC PIPE WITH AT LEAST A 150 PSI 2. UNLESS MANHOLES CAN BE MADE WATERTIGHT AND TESTED FOR NO LEAKAGE, THEY MUST BE INSTALLED SO AS PRESSURE RATING USING APPROPRIATE ADAPTERS. THE JOINTS OF THE WATERLINE PIPE ARE EQUIDISTANT AND AT LEAST NINE FEET HORIZONTALLY FROM THE CENTERLINE OF THE WASTEWATER MAIN OR LATERAL. THE POTABLE WATERLINE SHALL BE LEAST SIX INCHES ABOVE TO PROVIDE A MINIMUM OF NINE FEET OF HORIZONTAL CLEARANCE FROM AN EXISTING OR PROPOSED WATERLINE. IF (11) A COLLECTION SYSTEM PIPE MUST BE ENCASED IN A JOINT OF AT LEAST 150 PSI THE CONSTRUCTION DRAWINGS WASTEWATER MAIN OR LATERAL. WHENEVER POSSIBLE, THE CROSSING SHALL BE CENTERED BETWEEN THE JOINTS S OF THE NINE FOOT SEPARATION DISTANCE CANNOT BE ACHIEVED, THE WATERLINE MUST BE ENCASED IN A JOINT OF 150 PRESSURE CLASS PIPE THAT IS: ISSUED PRIOR TO THIS PSI PRESSURE CLASS. PIPE AT LEAST 18 FEET LONG AND TWO NOMINAL SIZES LARGER THAN THE WATERLINE. THE (-A-) CENTERED ONTHE GROSSING, THE WASTEWATER MAIN OR LATERAL IF THE EXISTING WASTEWATER MAIN OR LATERAL SHOWS SIGNS OF LEAKING, IT DATE ARE REPLACED BY SPACE AROUND THE CARRIER PIPE SHALL BE SUPPORTED AT 5 FOOT INTERVALS WITH SPACERS OR BE FILLED TO (-B-) SEALED AT BOTH ENDS WITH CEMENT GROUT OR MANUFACTURED SEAL; SHALL BE REPLACED FOR AT LEAST NINE FEET IN BOTH DIRECTIONS (18 FEET TOTAL) WITH AT LEAST 150 PSI PRESSURE RATED PIPE. THIS SET & SHOULD NOT THE SPRINGLINE WITH WASHED SAND. THE ENCASEMENT PIPE SHALL BE CENTERED ON THE CROSSING AND BOTH ENDS SEALED WITH CEMENT GROUT OR MANUFACTURED SEAL. (-C-) AT LEAST 18 FEET LONG; (III) WHERE A NEW POTABLE WATERLINE CROSSES A NEW, NON -PRESSURE RATED WASTEWATER MAIN OR LATERAL BE USED FOR (-D-) AT LEAST TWO NOMINAL SIZES LARGER THAN THE WASTEWATER COLLECTION AND THE STANDARD PIPE SEGMENT LENGTH OF THE WASTEWATER MAIN OR LATERAL IS AT LEAST 18 FEET, ONE 3. NO CAST -IN -PLACE MANHOLES SHALL BE USED. PIPE; AND SEGMENT OF THE WATERLINE PIPE SHALL BE CENTERED OVER THE WASTEWATER MAIN OR LATERAL SUCH THAT THE CONSTRUCTI (-E-) SUPPORTED BY SPACERS BETWEEN THE COLLECTION SYSTEM PIPE AND THE JOINTS OF THE WATERLINE PIPE ARE EQUIDISTANT AND AT LEAST NINE FEET HORIZONTALLY FROM THE CENTERLINE OF ��s��»1V,'t ENCASING PIPE AT A MAXIMUM OF FIVE-FOOT INTERVALS. THE WASTEWATER MAIN OR LATERAL. THE POTABLE WATERLINE SHALL BE AT LEAST TWO FEET ABOVE THE �k 1 4. ALL SANITARY SEWER PIPE 6" TO 15" SHALL BE SDR 26 PVC SEWER PIPE MEETING ASTM SPECIFICATION D-3034 .17 •,••" •••9 WASTEWATER MAIN OR LATERAL. WHENEVER POSSIBLE THE CROSSING SHALL BE CENTERED BETWEEN THE JOINTS OF Aw HAVING A MINIMUM PIPE STIFFNESS OF 115, UNLESS OTHERWISE NOTED. (4) PUBLIC WATER SUPPLY PIPE AND COLLECTION SYSTEM MANHOLE SEPARATION. THE WASTEWATER MAIN OR LATERAL. THE WASTEWATER PIPE SHALL HAVE A MINIMUM PIPE STIFFNESS OF 115 PSI AT 5.0% DEFLECTION. THE WASTEWATER MAIN OR LATERAL SHALL BE EMBEDDED IN CEMENT STABILIZED SAND (SEE * I/ 5. ANY AND ALL D.I.P. TO BE USED WILL HAVE BOTH EXTERNAL AND INTERNAL PROTECTION. EXTERNAL ,>• ••••••• •• • � (A) UNLESS COLLECTION SYSTEM :MANHOLES AND THE CONNECTING COLLECTION SYSTEM PIPE ARE CLAUSE (VI) OF THIS SUBPARAGRAPH) FOR THE TOTAL LENGTH OF ONE PIPE SEGMENT PLUS 12 INCHES BEYOND THE POLYETHYLENE TUBING OR DOUBLE WRAP WILL BE 8 MILS THICK PER LAYER AND TIED TO PIPE AT 3' MAXIMUM WATERTIGHT, AS SUPPORTED BY LEAKAGE TESTS SHOWING NO LEAKAGE, THEY MUST BE INSTALLED A MINIMUM OF JOINT ON EACH END. ♦ _• B_ A METC •_ INTERVAL (IF LAID), OR BANDED TO PIPE AT 1' MAXIMUM INTERVALS (w/SCREW-TIGHTENED STEEL BANDS) (IF 0 0 • • $$ 83 NINE FEET OF HORIZONTAL CLEARANCE FROM AN EXISTING OR PROPOSED PUBLIC WATER SUPPLY PIPE. (IV) WHERE A NEW POTABLE WATERLINE CROSSES A NEW, NON -PRESSURE RATED WASTEWATER MAIN OR LATERAL '•�°' JACKED). INTERNAL POLYETHYLENE (OR POLYURETHANE). LINER (OR COATINGS) WILL BE 4G MILS. THICK. AND A STANDARD LENGTH OF THE WASTEWATER PIPE IS LESSTHAN 18 FEET IN LENGTH, THE POTABLE WATER PIPE ell°^F'• (B) IF A NINE -FOOT SEPARATION DISTANCE CANNOT BE ACHIEVED, THE REQUIREMENTS IN PARAGRAPH SEGMENT SHALL BE CENTERED OVER THE WASTEWATER LINE. THE MATERIALS AND METHOD OF INSTALLATION SHALL i 6. CONTRACTOR SHALL INSTALL DRIP PAN ON EACH SANITARY SEWER MANHOLE LOCATED IN PAVEMENT. (3) OF THIS SUBSECTION APPLY. CONFORM WITH ONE OF THE FOLLOWING OPTIONS. ! �e\0 (1) WITHIN NINE FEET HORIZONTALLY OF EITHER SIDE OF THE WATERLINE, THE WASTEWATER PIPE AND JOINTS SHALL BE CONSTRUCTED WITH PIPE MATERIAL HAVING A MINIMUM PRESSURE RATING OF AT LEAST 150 PSI. AN ABSOLUTE MINIMUM VERTICAL SEPARATION DISTANCE OF TWO FEET SHALL BE PROVIDED. THE WASTEWATER MAIN OR LATERAL SHALL BE LOCATED BELOW THE WATERLINE. (11) ALL SECTIONS OF WASTEWATER MAIN OR LATERAL WITHIN NINE FEET HORIZONTALLY OF THE WATERLINE SHALL BE ENCASED IN AN 18-FOOT (OR LONGER) SECTION OF PIPE. FLEXIBLE ENCASING PIPE SHALL HAVE A MINIMUM PIPE STIFFNESS OF 115 PSI AT 5.0% DEFLECTION. THE ENCASING PIPE SHALL BE CENTERED ON THE WATERLINE AND SHALL BE AT LEAST TWO NOMINAL PIPE DIAMETERS LARGER THAN THE WASTEWATER MAIN OR LATERAL. THE SPACE AROUND THE CARRIER PIPE SHALL BE SUPPORTED AT FIVE-FOOT (OR LESS) INTERVALS WITH SPACERS OR BE FILLED TO THE SPRINGLINE WITH WASHED SAND. EACH END OF THE CASING SHALL BE SEALED WITH WATERTIGHT NON -SHRINK CEMENT GROUT OR A MANUFACTURED WATERTIGHT SEAL. AN ABSOLUTE MINIMUM SEPARATION DISTANCE OF SIX INCHES BETWEEN THE ENCASEMENT PIPE AND THE WATERLINE SHALL BE PROVIDED. THE WASTEWATER LINE SHALL BE LOCATED BELOW THE WATERLINE. x Q (A!) WHEN A NEW WATERLINE CROSSES UNDER A WASTEWATER MAIN OR LATERAL, THE WATERLINE SHALL W BE ENCASED AS DESCRIBED FOR WASTEWATER MAINS OR LATERALS IN SUBCLAUSE (II) OF THIS CLAUSE OR W �/ Z_ F- CONSTRUCTED OF DUCTILE IRON OR STEEL PIPE WITH MECHANICAL OR WELDED JOINTS AS APPROPRIATE. AN j _ ABSOLUTE MINIMUM SEPARATION DISTANCE OF ONE FOOT BETWEEN THE WATERLINE AND THE WASTEWATER MAIN OR W Q Z a LATERAL SHALL BE PROVIDED. BOTH THE WATERLINE AND WASTEWATER MAIN OR LATERAL MUST PASS A PRESSURE Y z AND LEAKAGE TEST AS SPECIFIED IN AWWA C600 STANDARDS. J (V) WHERE A NEW POTABLE WATERLINE CROSSES A NEW, PRESSURE RATED WASTEWATER MAIN OR 0 I/j � LATERAL, ONE SEGMENT OF THE WATERLINE PIPE .SHALL BE :CENTERED .OVER THE WASTEWATER LINE .SUCH THAT THE z W � ~ ls_ .O JOINTS OF THE WATERLINE PIPE ARE EQUIDISTANT AND AT LEAST NINE FEET HORIZONTALLY FROM THE CENTER LINE OF = `♦ '�� I Q THE WASTEWATER MAIN OR LATERAL. THE POTABLE WATERLINE SHALL BE AT LEAST SIX INCHES ABOVE THE J F- WASTEWATER MAIN OR LATERAL. WHENEVER POSSIBLE, THE CROSSING SHALL BE CENTERED BETWEEN THE JOINTS OF H m THE WASTEWATER MAIN OR LATERAL. THE WASTEWATER PIPE SHALL HAVE A MINIMUM PRESSURE RATING OF AT LEAST 0 150 PSI. THE WASTEWATER MAIN OR LATERAL SHALL BE EMBEDDED IN CEMENT STABILIZED SAND (SEE CLAUSE (VI) "W Z OF THIS SUBPARAGRAPH) FOR THE TOTAL LENGTH OF ONE PIPE SEGMENT PLUS 12 INCHES BEYOND THE JOINT ON WLJ O.O EACH END. uj J Q (VI) WHERE CEMENT STABILIZED SAND BEDDING IS REQUIRED, THE CEMENT STABILIZED SAND SHALL HAVE A Z MINIMUM OF 10% CEMENT PER CUBIC YARD OF CEMENT STABILIZED SAND MIXTURE, BASED ON LOOSE DRY WEIGHT W r VOLUME (AT LEAST 2.5 BAGS OF CEMENT PER CUBIC YARD OF MIXTURE). THE CEMENT STABILIZED SAND BEDDING �'\ 0 0 SHALL BE A MINIMUM OF SIX INCHES ABOVE AND FOUR INCHES BELOW THE WASTEWATER MAIN OR LATERAL. THE USE '^ W OF BROWN COLORING IN CEMENT STABILIZED SAND FOR WASTEWATER MAIN OR LATERAL BEDDING IS RECOMMENDED FOR V ! ® 0 THE IDENTIFICATION OF PRESSURE RATED WASTEWATER MAINS DURING FUTURE CONSTRUCTION. U (5) WATERLINE AND WASTEWATER MAIN OR LATERAL MANHOLE OR CLEANOUT SEPARATION. THE SEPARATION DISTANCE FROM A POTABLE WATERLINE TO A WASTEWATER. MAIN OR LATERAL MANHOLE OR CLEANOUT SHALL BE A. MINIMUM OF NINE FEET. WHERE THE NINE -FOOT SEPARATION DISTANCE CANNOT BE ACHIEVED, THE POTABLE WATERLINE SHALL BE ENCASED IN A JOINT OF AT LEAST 150 PSI PRESSURE CLASS PIPE AT LEAST 18 FEET LONG AND TWO NOMINAL SIZES LARGER THAN THE NEW CONVEYANCE. THE SPACE AROUND THE CARRIER PIPE SHALL BE SUPPORTED AT FIVE-FOOT INTERVALS WITH SPACERS OR BE FILLED TO THE SPRINGLINE WITH WASHED SAND. THE ENCASEMENT PIPE SHALL BE CENTERED ON THE CROSSING AND BOTH ENDS SEALED WITH CEMENT GROUT OR MANUFACTURED SEALANT. (6) LOCATION OF FIRE HYDRANTS. FIRE HYDRANTS SHALL NOT BE INSTALLED WITHIN NINE FEET VERTICALLY OR HORIZONTALLY OF ANY WASTEWATER MAIN, WASTEWATER LATERAL, OR WASTEWATER SERVICE LINE REGARDLESS OF CONSTRUCTION. CLIENT INFORMATION CRAIG & CAROL INVESTMENTS, Ltd. (7) LOCATION OF POTABLE OR RAW WATER SUPPLY OR SUCTION LINES. SUCTION MAINS TO PUMPING EQUIPMENT c/o CRAIG PAULL SHALL NOT CROSS WASTEWATER MAINS, WASTEWATER LATERALS, OR WASTEWATER SERVICE LINES. RAW WATER SUPPLY 1808 TEXAS AVENUE S.,. STE. 300 LINES SHALL NOT BE INSTALLED WITHIN FIVE FEET OF ANY TILE OR CONCRETE WASTEWATER MAIN, WASTEWATER COLLEGE STATION, TX LATERAL, OR WASTEWATER SERVICE LINE. '" OFF: (979) 695-9955 FAX: (979) 695-9944 (8) PROXIMITY OF SEPTIC TANK DRAINFIELDS. WATERLINES SHALL NOT BE INSTALLED CLOSER THAN TEN FEET TO EMAIL: CRAIG@SYSTEKMAIL.COM SEPTIC TANK DRAINFIELDS. FILENAME: 0335CVlA I SCALE: N/A SUBMITTED DATE: OCTOBER 6, 2010 DRAWN BY: R.A.M. CHECKED BY: R.A.M. FIELD BOOK: N/A PAGES: N/A RME CONSULTING ENGINEERS CLIENT NO. PROJECT NO. 225 - 0335 0■ SHEET 3 OF 11 LOT 28, BLOCK ONE EAST BRAZOS INDUSTRIAL PARK #1 (CALLED 0.202 ACRES) I I APPROXIMATE LOCATION OF 2" ATMOS GAS LINE APPROXIMATE LOCATION OF UNDERGROUDN ELECTRIC LINE ---- GAs ____ CAB.! E YTH P.UE. 1-5/8 I.R.F. 1834/637j— fAs - UE----UE----UE---- ` 1 3 LOT 1 R, BLOCK TWO 1� F.S. KAPCHINSKI ( �� (CALLED 2.616 ACRES) AT I PLAN o 20 40 y / NORTH 66 S.F. OF CONCRETE I ��,/ SCALE:1" 20' 64 S.F. OF CONCRETE PATCH — SAW CUT PATCH — SAW CUT FOR SEWER SERVICE AS REQUIRED FOR ELECTRICAL SERVICE AS REQUIRED 3 / za La ----- GAs —_ GAS -_ / q M.H. As- 10' P:U.E. I 0M.H. 3 I �--- (279/431)GAs GAS —uE— — — _ _ u� q�m �s EXISTING WOOD GAsI,� O J.B. J.B. - S G.I *9e47 EUE r 7 -UE- - -UE- _ 10' P.U.E. DICE_ I 3 FF FF FF FF FF - — )-UE — — —UE— _ — —UE— — -- _U 5/8" I.R. I - �l7 Of O G APICALLY MAPPED CONCRETE WASH —OUT 100 YR FLOODPLAIN & �� AREA - LOCATED AS FLOOZWAY (ZONE AE) REQUIRED PER LOMR CASE No. 07-06 0546P DATED q 7/11/08 �rJi 25 S.F. OF ROCK RIP —RAP (p w/FILTER FABRIC & DISCHARGE POINTS — 6"0 TO 8"0 STONES (20 LB Lwl MINIMUM) \ 5/8" I.R.F. 1 S_ 24'33'25" E= 8 2'_ _ RFB RFB ,II 5/8"I.R.F. F t CID \ s CQ top)+ _ RFB RFB \ 5/8" I.R.F. \ \ VARIABLE WIDTH i RAINAGE EASEMENT \ (268/795) LOT 18-20, _BLOCCK FOUR REDMOND TERRACE (CALLED 2.714 ACRES) \ � T P, CALL BEFORE YOU DIG TEXAS ONE CALL SYSTEM 1-800-245-4545 (AT LEAST 72 HOURS PRIOR TO DIGGING) WARNINGN : THE CONTRACTOR IS TO LOCATE ANY AND ALL UTILITIES PRIOR TO CONSTRUCTION AND IS SOLELY RESPONSIBLE FOR ALL D_AKkGES TO EXISTING UTILITIES DUE TO ANY CONSTRUCTION ACTIVITY. Z:7 ar. yr Rv%-,r\ Mir—RHr w/FILTER FABRIC & DISCHARGE POINTS — 6"0 TO 8"0 STONES (20 LB MINIMUM) �i f ' 1 ( I I { l I 44 i N 24'37'56" W — 318.23' GJ 1D.r. yr Mvt,r\ Mir—r�rr w/FILTER FABRIC & DISCHARGE POINTS - 6"0 TO 8.0 STONES (20 LB MINIMUM) rn N LOT 9, BLOCK TWO F.S. KAPCHINSKI (CALLED 0.298 ACRES) v v M 0) N N INSTALL (IF NECESSARY) 12"0 DIP DRAIN PIPE @ LOW POINT TO PROVIDE ADEQUATE CROSS —DRAINAGE NOTE: DRESS WITH SUFFICENT STONE AND WIDTH & LENGTH OF ENTRANCE TO PREVENT CONSTRUCTION TRAFFIC FROM TRACKING MUD ONTO ACCESS STREET. 3" TO 5" 0 STONE (ASTM D448) GEOTEXTILE FABRIC EXISTING SUBGRADE FF FF APPROXIMATE LOCATION OF 'Gv :� I L8EDIP PUBLIC WATER CODq I I I �Ld _40 \ I F- I I W --, 4 I I La � 3t Of W _0 q I APPROXIMATE LOCATION OF m N N _ : - • ^ I 8 PVC PUBLIC WATER LINE I.u_ w W ( SC q I cm REMOVE EXISTING Q CONCRETE CURB & GUTTER - - I T.B.M. #1=297.23' i���� \� _, I (NAD83) N Y. 1/2„ I.R.F. w co nV. ICD II I I APPROXIMATE LOCATION OF I 4" ATMOS GAS LINE �q coI � II � I q I. GEOTEXTILE BAGS FILLED WITH SAND OR GRAVEL TO ANCHOR PLASTIC LINER z 18" MIN EXISTING => PLASTIC 12' (MIN) GRADE 1 1 LINER 1 1 ACCESS STREET CROSS-SECTION CONSTRUCTION ENTRANCE N.T.S. TEXAS A&M \�F SYMBOL & LINE LEGEND 0 POWER POLE A LIGHT POLE GUY WIRE ANCHOR ® GAS PIPELINE RISER 9wv WATER VALVE ®wM WATER METER ,nM ocv DOUBLE CHECK VALVE 4)Ev ELECTRIC VALVE ®Bv BALL VALVE OEM ELECTRICAL TRANSFORMER ®GM GAS METER OO MH MANHOLE *Q0- -CLEANOUT -9,FH FIRE HYDRANT 01P TELEPHONE PEDESTAL EN Al AREA INLET ®p JB JUNCTION BOX o CURB INLET o PB FIXED PIPE BOLLARD — — — BUILDING SETBACK LINE ------- PROPERTY LINE -------- EASEMENT LINE P.U.E. PUBLIC UTILITY EASEMENT B.L. BUILDING SETBACK LINE REVIEWED F } r COMPLIANCE JAN 1.3 2011 COLLEGE SIATION ENGINEERING I 8' MIN. EXISTING ELEVATION VIEW CRUSHED ROCK RUMBLE, SUBGRADE WASTE MATERIAL OR ® COMPACTED WASTE SUBGRADE TOP 8'x8' BOTTOM PIT AREA (MIN) CL EXPAND AS NEEDEE 0 GEOTEXTILE BAGS WITH SAND OR G TO- ANCHOR PLASTIC TOP 18" MIN 201 MM-11 PLAN VIEW CONCRETE WASHOUT N.T.S. N.T.S. I Cl TY OF r STA �iffl Foil P Po� F.S. KAPCHINSKI: LOT 6R, BLOCK TWO 1713 PARK PLACE COLLEGE STATION, TX FF FILTER FABRIC FENCE (REINFORCED FFF MAY BE REQ'D) RFB EINFORCED FILTER FABRIC FENCE SC STABILIZED CONSTRUCTION ENTRANCE IPB 1 INLET PROTECTION BARRIER (PH 2) RFD1 ROCK FILTER DAM (TY 1), SEE TxDOT STANDARD EC(2)-93 PLAN NOTES: 1. REFER TO SHEET CO.1 & CO.2 FOR EROSION CONTROL AND MISC. CONSTRUCTION NOTES. 2. REFER TO SHEET C1.2 & C2.2 FOR GRADING AND DRAINAGE CONSTRUCTION DESIGN & DETAILS. 3. REFER TO SHEET C1.5 FOR SEEDING AND SODDING REQUIREMENTS. T.B.M. #1: SQUARE CUT IN BACK OF CONCRETE CURB ON THE SOUTH SIDE OF PARK PLACE DIRECTION ACROSS FROM THE SUBJECT PROPERTIES' SOUTHWEST PROPERTY CORNER. (ELEV.=297.23'—NAD 83) METAL "T" POST WIRE MESH FENCE (ATTACHED TO POST) FILTER FABRIC (ATTACHED TO WIRE FENCE) DETAIL $'A" SILT FENCE .THER AT JOINTS NYLON CORD PACTED FILL OUND FRONT VIEW 3' LONG METAL "T" 24" HIGH SILT FENCE, AS @ 10' SPACING MANUFACTURED BY SILT O.C. (MAX) STOP OR EQUIVALENT EXISTING GROUND /� ® COMPACTED FILL 11 ` /WIRE & SILT FENCE SEE DETAIL "A" ♦'`�\/ /%,► BURIED 6" BELOW GRADE (DOWNSTREAM) ��/ //i� (UPSTREAM) NOTE: SIDE VIEW INSTALL ALL EROSION CONTROL MEASURES IN ACCORDANCE WITH B/CS SILT FENCING SWPP1 AR03 DETAIL N.T.S. xI or 7607 EASTMARK DR., STE. 250F <77840> POST OFFICE BOX 9253 COLLEGE STATION, TEXAS 77842 EMAIL: civil@rmengineer.com OFFICE - (979) 764-0704 FAX - (979) 764-0704 TEXAS FIRM REGISTRATION No. F-4695 KERR SURVEYING, LLC 505 CHURCH STREET COLLEGE STATION, TX 77841 OFF: (979) 268-3195 FAX: (979) 691-8904 MARKI DATE 1 DESCRIPTION SUBSTANTIALLY COMPLETE CONSTRUCTION 11124110 CONSTRUCTION DRAWINGS ISSUED PRIOR TO THIS DATE ARE REPLACED BY THIS SET & SHOULD NOT BE USED F R CONSTRUCTI 1 r � B A METC vp ed 88 83 . r Z X Y Lli z �- ® _j0 Y0 LLB Q_ 0— to U F- _ Q 0 0 z t- 0 6--` I Q 0 0� Q U) 0 m 0 LL_ y w U o Z o f= m C� (� w IQ— V) r W O U') 0 0 w 0 L!J CLIENT INFORMATION CRAIG & CAROL INVESTMENTS, Ltd. c/o CRAIG PAULL 1808 TEXAS AVENUE S., STE. 300 COLLEGE STATION, TX OFF: (979) 695-9955 FAX: (979) 695-9944 EMAIL: CRAIG@SYSTEKMAIL.COM FILENAME: 0335EClA I SCALE: 1"=20' SUBMITTED DATE: OCTOBER 6, 2010 DRAWN BY: R.A.M. CHECKED BY: R.A.M. FIELD BOOK: N/A PAGES: N/A RME CONSULTING ENGINEERS CLIENT NO. PROJECT NO. 225 - 0335 100 SHEET 4 OF 11 5/8 I.R.F. LOT BLOCK ONE �` I EAST BRAZOS INDUSTRIAL PARK #1 _ T_ (CALLED 0.202 ACRES) 7.5' BLDG. SETBACK ZONED: C-1 NOW OR FORMERLY RICKY G. & CYNTHIA L. PRICHARD 23 , Z2 (VOLUME 3783,' PAGE 262) tJi�•` p I I \ V2 ` 24.00' VA �� I F \ 00 "0 •% - N GRAP\CALCY MAPPED /''� aCAt x 100-YR LOODPLAIN &_,/ ( FLOODIN (ZONE AE) ��1� a c� (SEE CIVIL SI NOTE 41) z z B E_2117.50' oQ \ I (0 ( 16 \ 5/8 I.R.F. 5/8" I.R.F. I S 24'33'25" E - 87.72' 0 • rt o 0 Nye , ui w DN FACILITYm 0 4 \ 5/8" I.R.F. LOT 18-20, BLOCK FOUR \ REDMOND TERRACE \ (CALLED 2.714 ACRES) \ VARIABLE. WIDTH. DRAINAGE EASEMENT \ (268/795) ZONED: R-1 NOW OR FORMERLY \S LIPINSKI HOLDINGS, LLC \ (VOLUME 3783, PAGE 262) \ sTCDF'! CALL BEFORE YOU DIG TEXAS ONE CALL SYSTEM 1-800-245-4545 (AT LEAST 72 HOURS PRIOR TO DIGGING) WARNINGN : THE- CONTRACTOR IS TO LOCATE ANY AND ALL UTILITIES PRIOR TO CONSTRUCTION AND IS SOLELY RESPONSIBLE FOR ALL DAMAGES TO EXISTING UTILITIES DUE_. TO ANY CONSTRUCTION ACTIVITY.. CURB NOTE: EXPANSION JOINTS TO „ R BE PLACED AT 60' INTERVALS AND 6» AT ALL RADIUS POINTS, P.C.'s, P.T.'s. CONSTRUCTION JOINTS SHALL BE I PLACED AT 20' INTERVALS. 3"C14 a _ e- _. Y 4 a . .. 13tl PAVEMENT REINFORCEMENT ®_ #4 BARS TYPE IA -- MONOLITHIC CONCRETE CURB & GUTTER N.T.S. TRANSFORMER PAD J.B. I I I LOT 1 R, BLOCK TWO F.S. KAPCHINSKI w (CALLED 2.616 ACRES) o' w o�cn N 8 x5' CONCRETE PAD w/8' ZONED: C-1 Z 0 0 HIGH SOLID WOOD NOW OR FORMERLY wg SCREENING FENCE & GATE MCCRORY, DON B ICn (ROLL -OUT CONTAINER (VOLUME 3783, PAGE 262) m w STORAGE) I _ Q VARIABLE WIDTH P.UE. 00 M.H. (1834/637) 10' P.U.E. - (279/431) EXISTING WOOD �` �- --- FENCE I O J.B. t•7'47" E -- 297.51 s (384/346) 5/8" I.R. .-. O C. .0 --- -- C.O. --- - I-- L? E.M. Y v W. M ' d ::8 (m D..C.v..Q 0 > m w m vel Q SYSTEK COM P U TI G TYPICAL 4 WIDE 1 - STORY (MAX. HEIGHT=35 6) o M O p I PAINTED STRIPING (WHITE) I GROSS AREA = 7,084 SQ.FT. I o IFC CONSTRUCTION TYPE = IIB 4 V- 0 9'x12' CONCRETE I PAD FOR 4-BAY ( I H/C PARKING ROW ! 0 d _ BYCYCLE RACK w/StGNS, RAMPS, WHEEL 96' I I STOPS, ETC. OVERHANG 00to _ ` 7.5' BLDG. SETBACK N 24'37'56" W - 318.23' FIRE LANE STRIPING LOT 9, BLOCK TWO F.S. KAPCHINSKI (CALLED 0.298 ACRES) ZONED: R-1 NOW OR FORMERLY WATSON, WILLIE V (VOLUME 3783, PAGE 262) P 24' PRIVATE CROSS THROA ACCESS EASEMENT FIRE LANE I TYPICAL 5' WIDE AMBULATORY RAMP - 1 /2" I.R.F. SEE B/CS DETAIL BUFFER WALL - CENTER OF WALL LOCATED 2.5' OFF PROPERTY LINE CIVIL SITE NOTES: 1. A PORTION OF THIS SITE LIES WITHIN THE 100-YEAR FLOODPLAIN (ZONE AE) AS GRAPHICALLY DEPICTED FEMA LOMR CASE No. 07-06-0546P WITH AN EFFECTIVE DATE OF JULY 11, 2008. 2. DESIGNATED HANDICAP PARKING SPACES, WALKS & RAMPS SHALL MEET ALL TAS & ANSI STANDARDS. 3. ALL ROOF & GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM .ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 150 FEET OF THE SUBJECT LOT, MEASURED FROM A POINT FIVE FEET ABOVE THE GRADE. THIS SCREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE. 4. ENHANCED PAVING FOR CONCRETE SIDEWALKS SHALL CONSIST OF EITHER BRICK PAVERS OR STAMPED CONCRETE. COLOR AND PATTERN SHALL BE DETERMINED BY THE OWNER, BUT GREY OR NATURAL CONCRETE COLORS ARE NOT PERMITTED. 5. WHEN BUILDING SETBACKS AND EASEMENT LINES OVERLAP ONLY THE EASEMENT LINE 1S SHOWN. 6. 100% COVERAGE OF GROUND COVER, DECORATIVE PAVING, DECORATIVE ROCK, OR A PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWELLS AND DRAINAGE AREAS, THE PARKING LOT SET BACK, RIGHT-OF-WAY, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. 7. THE CONTRACTOR SHALL CONTACT MR. WALLY URRUTA, CoCS PUBLIC WORKS - SANITATION (979-764-3841), FOR FIELD VERIFICATION PRIOR TO FORMING OR PLACEMENT OF CONCRETE FOR ALL DUMPSTER PADS. 8. THE IMPROVEMENTS SHOWN SHALL CONSTITUTE APPROXIMATELY 62% IMPERVIOUS COVER ON THE SUBJECT PROPERTY. 9. THE CONTRACTOR SHALL BE RESPONSIBLE" FOR' THE CONTAINMENT` AND PROPER DISPOSAL OF' ALL LIQUID- AND SOLID WASTE ASSOCIATED WITH THIS PROJECT. THE CONTRACTOR SHALL USE ALL MEANS NECESSARY TO PREVENT THE OCCURRENCE OF WIND BLOWN LITTER FROM THE PROJECT SITE. 1.0. THE CONTRACTOR SHALL BE REQUIRED TO PROVIDE CONTAINMENT FOR WASTE PRIOR TO, AND DURING, DEMOLITION/CONSTRUCTION. SOLID WASTE ROLL -OFF BOXES/METAL DUMPSTERS SHALL BE SUPPLIED BY CITY OR CITY PERMITTED CONTRACTOR(S) ONLY. Stone 11. THE PROPOSED DEVELOPMENT FALLS WITHIN THE "EVALUATION" SEGMENT OF WOLF PEN CREEK. PER A DRAINAGE STUDY, PREPARED BY THIS OFFICE, � DETENTION WILL NOT BE REQUIRED. 12. THE .INTENDED USE FOR THIS DEVELOPMENT IS FOR COMMERCIAL OFFICE. 13. NO WASTEWATER WILL BE GENERATED FROM THIS SITE BY CLEANING/WASHING OF EQUIPMENT OR VEHICLES. SANITARY SEWER GENERATED FROM THIS SITE WILL BE NORMAL DOMESTIC WASTEWATER BY DEFINITION.Tp 14. SITE LIGHTING, DIRECTIONAL SIGNS, MENU BOARDS, DETECTORS & OTHER SITE APPURTENANCES ARE SHOWN FOR REFERENCE AND ILLUSTRATION ONLY. THE CONTRACTOR - SHALL COORDINATE THESE ITEM'S INSTALLATIONS WITH THE PROPER DESIGN CONSULTANT. FREE-STANDING SIGNS AND BUILDING SIGNANGE IS PERMITTED SEPARATELY AND MUST COMPLY WITH THE UNIFIED DEVELOPMENT ORDINANCE. 15. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.10 OF THE UNIFIED DEVELOPMENT ORDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT BELOW AN OPAQUE HOUSING AND NO FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE_ 16. NO COMBUSTIBLES WILL BE ALLOWED ON SITE UNTIL ALL-WEATHER ROADS AND FIRE HYDRANTS HAVE BEEN ACCEPTED BY THE CITY. 17. THE BUILDING SHALL BE EQUIPPED WITH A "KNOX BOX" SECURITY KEY SYSTEM AND THE ITS ELECTRICAL SHUTOFF SHALL BE BY MEANS OF A "KNOX SWITCH" OR A MANUAL DISCONNECT. THIS BUILDING WILL NOT BE EQUIPPED WITH AN AUTOMATIC FIRE SPRINKLER SYSTEM. 18 THIS FACILITY IS A MULTI -TENANT BUILDING THEREFORE THE MAXIMUM AMOUNT OF LEASE SPACE ALLOWED FOR INTENSE USES IS 1,771 SQ.FT. (7;084 SQ.FT, x 257.). 19. MAINTENANCE RESPONSIBILITY OF THE 24' PRIVATE ACCESS DRIVE, LOCATED IN THE PRIVATE CROSS ACCESS EASEMENT, SHALL BE THE PROPERTY OWNER OF F.S. KAPCHINSKI - LOT 6R, BLOCK TWO. u T PLAN- 0 20 40 NORTH SCALE: 1" 20' 1 I M.H.0 J. B. F. I I. I I I I ( _ I I � I G.V. COMMERCIAL DRIVEWAY, SEE B/CS DETAIL ST2=03 n- E-- �ww a, 0 m0 Q�„U_ w-o miu:w u: 0 M I 0 SYMBOL & LINE LEGEND 0 POWER POLE 0 LIGHT POLE GUY WIRE ANCHOR ® GAS PIPELINE RISER Mwv WATER- VALVE ®wm WATER METER ©DCv DOUBLE CHECK VALVE 0Ev ELECTRIC VALVE U By BALL VALVE M-Em ELECTRICAL TRANSFORMER @GM GAS METER OOMH MANHOLE OC-0. CLEANOUT 4FH FIRE HYDRANT ®n' TELEPHONE PEDESTAL. ❑AI AREA INLET J13 JUNCTION BOX o CURB INLET o PB FIXED PIPE BOLLARD - - - BUILDING SETBACK LINE ------- PROPERTY LINE ------- EASEMENT LINE P.U.E. PUBLIC UTILITY EASEMENT B.L. BUILDING SETBACK LINE F Stone cap Masonry •Dies every 2nd course C.M.U, Block STONE < WAU-> MAW.: POM DrdCKS 5ELECfl0N: ll _",MN COWAC% Q-NRE HAMMACK PHONE: (979) 690-53'io 05E o PP& N.T.S. I FOR' �S q� F.S. KAPCHINSKI: LOT 6R, BLOCK TWO 1713 PARK PLACE COLLEGE STATION, TIC PROPERTY INFORMATION F.S. KAPCHINSKI LOT 6R, BLOCK TWO (VOL. 834, PG. 637) (0.891 ACRES or 38,81.2 SQ.FT.). ZONED: C-1 NOW OR FORMERLY CRAIG & CAROL INVESTMENTS LTD (VOL. 9015, PG. 16) PLAN NOTES: 1. REFER TO SHEET C0.1 & C0.2 FOR SITE, PARKING, AND MISC. CONSTRUCTION NOTES. 2. REFER TO SHEET C2.1 FOR SITE & PARKING DETAILS. 3. UNLESS OTHERWISE NOTED ALL RADIUS ARE 4.0' ALONG THE BACK OF CURB. PARKING REQUIREMENTS: ORDINANCE: OFFICE - 1 SPC/250 SQ.FT. REQUIRED: OFFICE (7,084 / 250) = 28.3 SPACES TOTAL REQUIRED = 29 SPACES PROVIDED: REGULAR = 29 SPACES H/C = 2 SPACES TOTAL = 31 SPACES ISLAND REQUIREMENTS:. THE SQUARE -FOOTAGE SHOWN AT INTERIOR END ISLANDS INCLUDE THE REQUIRED AREA, AND EXTRA, FOR SINGLE OR -DOUBLE END ISLANDS, THE EXCESS AREA ABOVE THE REQUIRED SQUARE -FOOTAGE ARE SHOWN. BELOW. INTERIOR PARKING = 22 SPACES REQ'D INT. ISLAND AREA=(22/15x180)=264SQ.FT. PROVIDED INTERIOR ISLAND AREA = 420 SQ.FT. REVIEWED FOR COMPLIANCE lr 1 2011 COLLEGE O ENGINEERING 7607 EASTMARK. DR., STE. 250F c77840> POST OFFICE BOX 9253 COLLEGE STATION, TEXAS 77842 EMAIL: civil@rrneiigineer.com OFFICE - (979) 764-0704 FAX - (979) 764-0704 TEXAS FIRM REGISTRATION No. F4695 KERR SURVEYING, LLC 505 CHURCH STREET COLLEGE STATION, TX 77841 OFF: (979) 268-3195 FAX: (979) 691-8904 MARKI DATE I DESCRIPTION SUBSTANTIALLY COMPLETE 15sE _ FOAM CONSTRUCTION 11124110 CONSTRUCTION DRAWINGS ISSUED PRIOR TO THIS DATE ARE REPLACED BY THIS SET & SHOULD NOT BE USED F R CONSTRUCTI q .• d 1V .. A METC j 88 83 tdt. Ilex V I' T Z EE <t Q Z Q 0 Y n //�� CL CL E!j O W Lu OY Q F_ �o 'Q F= 0 Q i- m L.Ljf� V OO > W H m U) U J 0 t!) W 0 _j OO CLIENT INFORMATION CRAIG & CAROL INVESTMENTS, Ltd. c/o CRAIG PAULL 1808 TEXAS AVENUE S., STE. 300 COLLEGE STATION, TX OFF: (979) 695-9955 FAX: (979) 695-9944 EMAIL: CRAIGOSYSTEKMAIL.COM FILENAME: 0335SPlA I SCALE: 1 "=20' SUBMITTED DATE: OCTOBER 6, 2010 DRAWN BY: R.A.M. CHECKED BY: R.A.M. FIELD BOOK: N/A PAGES: N/A RME CONSULTING- ENGINEERS CLIENT NO. PROJECT NO. 225 - 0335 ■ SHEET ,5 OF 11 l�T LOT 1 R, BLOCK TWO ( 1 F.S. KAPCHINSKI Pl,,&N 0 20 40 (CALLED 2.616 ACRES) NORTH 47.65 L.F. OF 12"s� SCALE-. 1" = 20' PVC DRAINAGE PIPE @ 1.60% SLOPE- CONCRETE SIDESLOPE CONCRETE JUNCTION BOX I I HEADWALL (12 0 PIPE) RIM=292.25' -F/L=291.75' GRADE DRAINAGE 5/8" I.R.F. F/L (1)=290.99' --- SWALE w/3H:1 V F/L (0)=290.89' SIDESLOPES & 2.25% M.H. M.H. SLOPE LOT 213, BLOCK ONE T/C=292.28' EAST BRAZOS INDUSTRIAL T/C=292.64' T/C=293.60' EXISTING WOOD ( O 1B ) n I� B PARK #1 �' ~` T/C=292.54' -- �1 O' 297. rJ1 ! FENCE L_ IrJ (CALLED 0.202 ACRES) _ N • T/C=291.80' ' 5.50% 292 t3` 1 �3 �5.50% 5.50 J I r E.M. 294 T/C= 94,36' < >C7 T/C=295.1 ' GRANCALLY MAPPED ' 1.0.0-YR LO.ODPLAIN & FLOODW Y (ZONE AE)� ��� CC��,i PER LO R CASE No. o o �' ..7YSTEK COMPUTING l 07-06-0 46P�108 4'W x 8'L CONCRETE // �� F. _ �•' DO NOT EXCEED 2.( BFF� 287.50' v DRAINAGE FLUME @ 4H:1 V IR / 112.48 L.F. OF 12"0 » i- (MAX.) CROSS -SLOPE i SLOPE w/VELOCITY CTIONS IN N /// PVC DRAINAGE PIPE CAA (1 1 /2 RECESSED BRICK LEDGE) f� ALL1-1 ICEPARKING AI DISSIPATERS - EXTEND // 1.60% SLOPE. / TO BOTTOM OF FILL w/ROCK RIP -RAP Lo C=295.10' F/L 12"0 PIPE = 289.00' T/C=2 4.22' 5/8„ I.R.F.. //� .5.0% V ( 1 1 6 � WA I K ( �6' WALK 1 5/8" I.R.F. T/W=291.25' ` rL ,T/C=291. 0' T/G=289.75' - 0001 » - • / T=291.51' , 2 - \ /C=295.10' _ / 9 I � \ S_ 24 33 25 E ��� 87.72 -I-\�\ I (.o-. 3.59' 1 _ `\ 294 I 0- �' T/W=291. 5' I �'. T G=287.80' i �3, 3.54% _ T C=' 0.99% % 0. 294.16 •'ice �..� ` I 1 ' C= 3.70' i T=294.22' Tf cP T/C=291.56 ` T/W ' 201.25 ( r �9 \ �® 4 T/G=287.50' \ \ 29 / 2.06% \\\ 'MCP. � T C=29 . - - - N 24 3 56» W f - 318.23'- 5/8" I.R.F. T/VV=291.25' N N � N T/G=290.10' LOT 9, BLOCK TWO 4'W X 8'L CONCRETE F.S. KAPCHINSKI (CALLED 0:298 ACRES) LOT 18-20, BLOCK FOUR DRAINAGE FLUME @ 4H:1 V REDMOND TERRACE SLOPE w/VELOCITY (CALLED 2.714 ACRES) DISSIPATERS - EXTEND 130 L.F. OF CONCRETE TO BOTTOM OF FILL RETAINING WALL w/ROCK RIP -RAP DETENTION POND WEIR STRUCTUREw/ROCK -- -- -- -- -- -- -- -- RIP-RAP /W= 94.25 5/8" I.R.F. l T G=294.60' �'sQ Y \ \ UJ D.C.V. o < W.M , 40 W.M I v CL0 I 2 F/L=294. 0' N � 00 Q - - as _ I Nw I T/C29 . 8' $` I I ® 0 /C=25.1 a I MATCH NEW PAVEMENT /C=295.02' 1'00%�� TO EXISTING PAVEMENT =295.06' Q o I ELEVATION & GRADE FLUSH o + I N Q rP) ? DO NOT EXCEED 2.007 2.00% (MAX.) CROSS -SLOPE (IN ALL DIRECTIONS IN T/C=295.30' / PEDESTRIAN CROSS -WALK r T/P=295.12' c \ G. rn N T/W=296.10 T/C-295. 0' T.B.M. #1=297.23' 1/2" I.R.F. G. (NAD 83) I i I CONCRETE RETAINING WALL EXISTING GRADE 2.00% 2.00% TYPICAL CROSS-SECTION DETENTION POND N.T.S.- CONCRETE RETAINING WALL 24" _ TOP=291_25' 5„ -- STAGE 2=290.75' AGE 1=287.50' POND #1 WEIR STRUCTURE N.T.S. SYMBOL & LINE LEGEND 0 POWER POLE 0 LIGHT POLE GUY WIRE ANCHOR ® GAS PIPELINE RISER Mwv WATER VALVE ®wm WATER METER SDcv DOUBLE CHECK VALVE ®Ev ELECTRIC VALVE pev BALL VALVE IRE ELECTRICAL TRANSFORMER EDGM GAS METER 00 MH MANHOLE OC-0. CLEANOUT 4m FIRE HYDRANT 01P TELEPHONE PEDESTAL O AI AREA INLET P13 JUNCTION BOX o CURB INLET o PB FIXED PIPE BOLLARD - - - BUILDING SETBACK LINE ------- -PROPERTY LINE -------- EASEMENT LINE P.U.E. PUBLIC UTILITY EASEMENT B.L. BUILDING SETBACK LINE GRADING LEGEND DRAINAGE DIRECTIONAL ARROW IT/P=loo.00l TOP OF PAVEMENT T/c=i oo.00 TOP OF CURB T/W=100.00 TOP OF WALL T/G=1oo.00 TOP OF GROUND OR GRATE T.B.M. #1: SQUARE CUT IN BACK OF CONCRETE CURB ON THE SOUTH SIDE OF PARK PLACE DIRECTION ACROSS FROM THE SUBJECT PROPERTIES' SOUTHWEST PROPERTY CORNER. (ELEV.=297..23'-NAD 83) PLAN NOTES: 1. REFER TO SHEET COA & CO.2 FOR GRADING, DRAINAGE, AND MISCELLANEOUS CONSTRUCTION NOTES. 2. REFER TO SHEET C2.2 FOR GRADING, DRAINAGE & MISCELLANEOUS DETAILS. rI -gym :�� . V F 7607 EASTMARK DR., STE. 25OF <77840> POST OFFICE BOX 9253 COLLEGE STATION, TEXAS 77842 EMAIL: civil@rniengineer.com OFFICE - (979) 764-0704 FAX - (979) 764-0704 TEXAS FIRM REGISTRATION No. F-4695 KERR SURVEYING, LLC 505 CHURCH STREET COLLEGE STATION, TX 77841 OFF: (979) 268-3195 FAX: (979) 691-8904 s , MARK DATE DESCRIPTION CALL BEFORE YOU DIG " T' TEXAS ONE CALL SYSTEM COMPLETE 1-80.0-245-4545 (AT LEAST 72 HOURS PRIOR TO DIGGING) � mru IVARNING!!: THE CONTRACTOR IS TO LOCATE ANY AND ALL UTILITIES PRIOR TO CONSTRUCTION AND IS SOLELY RESPONSIBLE FOR ALL DAINIAGES GuNb TO EXISTING UTILITIES DUE TO ANY CONSTRUCTION ACTIVITY. 11I2A411 0 CONSTRUCTION DRAWINGS ISSUED PRIOR TO THIS DATE ARE REPLACED BY RETAINING WALL NOTES: THIS SET & SHOULD NOT BE USED F R 1. CONCRETE SHALL HAVE A 28 DAY COMPRESSIVE STRENGTH OF 3,500 PSI. USE CONSTRUCT] 3/4" COARSE AGGREGATE WITH A SLUMP NOT TO EXCEED 4 INCHES. �.�.��,Nix 2. REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60. r Af 3. FOOTING SHALL BE PLACED ON SUBGRADE COMPACTED TO A .MINIMUM OF 95% OF ,r -MAXIMUM DRY DENSITY DEFINED BY ASTM D698 STANDARD PROCTOR. , ..... A M.. 88 83 4 4. PROPERLY CONSOLIDATE ALL CONCRETE WITH MECHANICAL VIBRATORS. J�0 �'o'•.� 5. BRACING OF RETAINING WALL WILL BE REQUIRED IF BACKFILL OPERATIONS BEGIN PRIOR TO CONCRETE REACHING ITS DESIGN STRENGTH. PRIOR TO THIS TIME HEAVY EQUIPMENT FOR SPREADING AND COMPACTING BACKFILL WILL NOT BE ALLOWED. 6. PLACE EXPANSION JOINTS AT 50' INTERVALS, SEE DETAILS SHEET C2.2 7. REFER TO SHEET CO.1 "PAVING NOTES" FOR ADDITIONAL CONCRETE AND STEEL REQUIREMENTS. z WALL TABLE STEM HEIGHT BASE WIDTH HEEL BARS "0" BARS "P" <3'-3" 3'-0" V-0" #4 @ 15" #4 @ 15" <4'-3" 3'-6" V-6" #4 @ 15" #4 CAD 15" <5'-3" 3'-9" V-9" #5 ® 15" REVIEWED FOR COMPLIANCE JAN 1 3 2011 12" TYP. 3/4" CHAMFER COLLEGE SIATION ENGINEERING . i 4- #4 BARS d BARS "0" w 4 #4 BARS @ 4 - 12" O.C. f- DETENTION ` wA. FACILITY #4 BARS @ 18" O.C. a EEL WIDTH a j\\j \j/\\j/\\j/��j/��j/�\j/\\j/\ \ //\\j/\\j/\\ . l -,:. - • • : e' /\ \ \ \\j/\\j/ //\\j/`� #4 BARS Cod i���>i\ . \\ #4 BARS 4 12" O.C. r ` 18" 0. C. 3-#4 BARS 12 #4 BARS CONTINUOUS 12" 0 C BASE WIDTH (VARIES) g" CONCRETE RETAINING WALL N.T.S. n Y x Z W� _~ Ld 0 <Z <t J 0 Y o F � < H Q I0 u (r V pm d 0 < y CL Lv 0 F- � W m U) Z >_ J (0 0 U) r' O o w CLIENT INFORMATION CRAIG & CAROL INVESTMENTS, Ltd. c/o CRAIG PAULL 1808 TEXAS AVENUES., STE. 300 COLLEGE STATION, TX OFF: (979) 695-9955 FAX: (979) 695-9944 EMAIL: CRAIGOSYSTEKMAIL.COM FILENAME: 0335GPlA SCALE: 1 "=20' SUBMITTED DATE: OCTOBER 6, 2010 DRAWN BY: R.A.M. CHECKED BY: R.A.M. FIELD BOOK: N/A PAGES: N/A RME CONSULTING ENGINEERS CLIENT NO. PROJECT NO. 225 - 0335 ■ SHEET 6 OF 11 UTILITY i LEGEND -30 L.F. OF 2" (TYPE K) WATER 0 SERVICE (24" MIN. COVER) & 2" TAPPING SADDLE - SEE B/CS DETAIL W2-01 1 - 1" DOMESTIC WATER METER 1 - 1" IRRIGATION WATER METER 2 1 - DOUBLE CHECK VALVE (METERS SET BY CoCS) 30 L.F. OF 1 1 /2" PVC (SCH 40) 0 WATER SERVICE (24" MIN. COVER) 30 L.F. OF 2-3" PVC CONDUIT (GREY) w/PULL STRING FOR PHONE 0 & CABLE SERVICE w/24" MIN. COVER - AS DIRECTED BY UTILITY COMPANY 29 L.F. OF STREET BORE "DRY" FOR 5 WATER SERVICE LINE 10 L.F. OF 2-4" PVC CONDUIT (GREY) w/PULL STRING FOR PRIMARY ELECTRIC SERVICE (48' MIN. COVER) 1 - MAINTAIN 24" (MIN) HORZ. SEPARATION w/ALL OTHER UTILITIES I & PLACE IN SEPARATE DITCH INTERCEPT SPARE 4" CONDUIT APPROXIMATE LOCATION OF _2" ATMOS GAS LINE APPROXIMATE LOCATION ---- OF UNDERGROUDN - ____� TRIC LINE GAS VARIABLE WIDTH P.UE. (1834/637) LOT 1R, BLOCK TWO I F.S. KAPCHINSKI (CALLED 2.616 ACRES) 64 S.F. OF CONCRETE 66 S.F. OF CONCRETE PATCH - SAW CUT PATCH - SAW CUT FOR ELECTRICAL FOR SEWER SERVICE SERVICE AS REQUIRED AS REQUIRED 4 DEEP SERVICE TRANSFORMER & CONNECTION PAD (FURNISHED F/L=289.40' BY COCS) j___. 30 L.F. OF 4" PVC (SDR-26, D3034) GAS SEWER Q 2.00% SLOPE (24" MIN COVER) - - —UE— _ — — — — bul�� .2i. *9e47'} E" E=-i- 3 APPROXIMATE { { LOCATION OF 48" 0 R.C.P. STORM { { SEWER / II I p][AN O 20 40 { I T NORTH SCALE: 1" = 20' R.C.P. STORM SEWER STORM SEWER MANHOLE (9I I i APPROXIMATE R=293.27' { { LOCATION OF 8" F/L(N)=281.79' ( { SA.W. -EWER zl PUBLIC SANITARY F/L(E)=281.83' NH LE T SEWER LINE F/L(S)=281.97' I + { { f29 I. APPROXIMATE 11'APPROXIMATE LOCATION OF F/L(W). 282.32 I I / F/L(Njr-287.9 11 24" 0 R.C.R. STORM SEWER { ( F/L(S) 287.9 I I J w 8"SS S,.SS I QI GAS = SS„S (279/431)GAs ro I GAS = — �— — — — — — — — — — — AS O -- _ O SAN. SEWER MANHOLE i�- —UE— _ _ _ - R=297:92'. _ -UE_ _ —UE— _ E _ _ _uE_ _ _ { 5/8" I.R. I F/L(N)=291.47' 4 I 190 L.F. OF 2-4" PVC CONDUIT (GREY) w/PULL STRING FOR PRIMARY ELECTRIC. SERVICE. (48" MIN.. COVER) - MAINTAIN 24" (MIN) HORZ. SEPARATION w/ALL OTHER UTILITIES & PLACE IN SEPARATE DITCH EXTEND TO R.O.W. APPROXIMATE LOCATION OF 48" 0 _ / ( )=291.50 F L W --//__-C_Q EXISTING WOOD { { 5 C.O.- 7E1VC€ -uE- _ _ _UE_ - - —UE— �, STORM SEWER I I ` ` " "' -uE - - UE I I { MANHOLE 14.5 WALK. ' TWO-WAY F — u I ; I; 4 / J STANDARD 4"0 --= u I F/L(N) 2 / W F/L(N)=282.50' i < CLEANOUT D.C.v. N I I 3 I F/L(E)=282.53' // F/L=29D.00 zi0' P.U.E. 104 L.F. OF 3-4" PVC CONDUIT (GREY) // C° (384/346) — w — w RwI I I I w/PULL STRING FOR SECONDARY / 2-ELECTRIC METERS - iI ELECTRIC SERVICE (36" MIN. COVER} - BOTH: 300 AMP SERVICE MAINTAIN 24" (MIN) HORZ. SEPARATION 120/208 - 3 PHASE Y 3 _< n I 2 1 W w/ALL OTHER UTILITIES & PLACE IN { 4 SEPARATE, DITCH — I SYSTEK COMPUTING APPROXIMATE UTILITY F.F. = 295.35.' ENTRY POINTS ILLUSTRATED - REF. M.E.P. DRAWINGS I I LOT 2B, BLOCK ONE � / — GROSS AREA = 7,084 SQ.FT. FOR EXACT LOCATION & �� I I EAST BRAZOS INDUSTRIAL S // PROPOSED 12 0 IFC CONSTRUCTION TYPE = IIB I I I PARK 1 �'� ) // STORM SEWER - _ _ I i SPECIFICATIONS. (CALLED 0.20 ACRES) // SEE SHEET C1.2 I w / :r q APPROXIMATE LOCATION OF DIP PUBLIC WATER \ 5/187 ` I I } 6� WA IK ` 16' �ALKI I tLil I ±.. �o LINE •� // - ) Q + APPROXIMATE LOCATION OF S 24_ _E 8� 7.72'� l I f i p I $INE VC PUBLIC WATER o 5/8" I.R.F. ( I 3 �+ 24' PRIVATE CROSS i I { VARIABLE WIDTH ACCESS EASEMENT I { = DRAINAGE EASEMENT 4 \ th (268/795) I 1 \ I�" APPROXIMATE LOCATION OF I I 3= 24" 0 R.C.P. STORM SEWER I i 4 I T.B.M. #1=297.23' kcp�. I I (NAD 83) N 24'3756" W - 318.23' y G.V. q \t%\�,_5/8" I.R.F. \ LOT 18-20, BLOCK FOUR REDMOND TERRACE \ (CALLED 2.714 ACRES) el it-4 wtel -----A ------ -___-- TEXAS ONE CALL SYSTEM 1-800-245-4545 (AT LEAST 72 HOURS PRIOR TO DIGGING) WARNING!!: THE CONTRACTOR IS TO LOCATE ANY AND ALL UTILITIES PRIOR TO CONSTRUCTION AND IS SOLELY RESPONSIBLE FOR ALL DAMAGES TO EXISTING UTILITIES DUE_TO ANY CONSTRUCTION: ACTIVITY. LOT 9, .BLOCK TWO F.S. KAPCHINSKI (CALLED 0.298 ACRES) 1 /2" I : R. F. I ) � I 9 I ( II I APPROXIMATE LOCATION OF rr—w 4" ATM.OS .GAS LINE {i �I I I II UTILITY DEMAND SUMMARY: NOTES: CoCS ELECTRICAL NOTES: PEAK 1. PEAK WATER WAS DETERMINED 1. THE CONTRACTOR SHALL INSTALL THE PRIMARY AND SECONDARY USE AVG. (xk0) BY THE B/CS METHOD 1 - FIXTURE -ELECTRICAL CONDUIT PER COLLEGE STATION UTILITIES' (CSU)i SPECIFICATIONS" SEWER (gpd) 1,337 5,348 COUNT & LOADING FACTORS. AND DESIGN. WATER (gpm) 9 36 IRRIGATION (gpm) 35 - 35 2. SANITARY SEWER AVERAGE DAILY 2. THE CONTRACTOR SHALL BE RESPONSIBLE TO EXTEND ALL NEW CONDUIT FLOW WAS DETERMINED BY THE FROM EXISTING STUBS OR DESIGNATED TRANSFORMERS (OR OTHER EXISTING B/CS METHOD 2 - LAND USE DEVICES). DETERMINATION. 3. THE CONTRACTOR SHALL BE INSTALL ALL ELECTRIC DEVICE PADS AND/OR FOOTINGS (I.E. TRANSFORMERS, PULL BOXES, ETC...) IN ACCORDANCE WITH CSU 3. IRRIGATION DEMAND IS THE PEAK SPECIFICATIONS AND DESIGN DATA. DEMAND .AND IS AN :ESTIMATE AND SHOULD BE VERIFIED BY THE 4. THE CONTRACTOR SHALL INSTALL PULL BOXES IN ACCORDANCE WITH CSU IRRIGATOR. SPECIFICATIONS AND DESIGN. PULL BOXES SHALL BE PROVIDED BY CSU. U) in m n UD SYMBOL & LINE LEGEND 0 POWER POLE 0 LIGHT POLE GUY WIRE ANCHOR ® GAS PIPELINE RISER Mwv WATER VALVE ®WM WATER METER nDcv DOUBLE CHECK VALVE OEv ELECTRIC VALVE ®BV BALL VALVE ®E ELECTRICAL TRANSFORMER (DGM GAS METER OO MH MANHOLE @c.o. CLEAN.OUT .§,)FH FIRE HYDRANT ®lP TELEPHONE PEDESTAL AlnN AREA INLET IB JUNCTION BOX o: CURB INLET 0 PB FIXED PIPE BOLLARD - - - BUILDING SETBACK LINE -- -PROPERTY LINE -------- EASEMENT LINE P.U.E. PUBLIC. UTILITY EASEMENT B.L. BUILDING SETBACK LINE PLAN NOTES: 1. REFER TO SHEET COA & CO.2 FOR UTILITY AND MISCELLANEOUS CONSTRUCTION NOTES. 2. REFER TO SHEET C2.2 & C2.3 FOR. MISCELLANEOUS DETAILS. 3. THE CONTRACTOR SHALL BE RESPONSIBLE TO ENSURE THAT ALL EXISTING IMPROVEMENTS (MANHOLE LIDS, VAULTS, TRAFFIC BOXES, ETC...) ARE ADJUSTED SO THAT THEY ARE FLUSH WITH THE NEW SIDEWALKS AND PAVEMENT. T.B.M. #1: SQUARE CUT IN BACK OF CONCRETE CURB ON THE .SOUTH SIDE OF PARK PLACE DIRECTION ACROSS FROM THE SUBJECT PROPERTIES' SOUTHWEST PROPERTY CORNER. (ELEV.=297.23'-NAD 83) #4; BARS. 0 12" 0. C. E. W. #4 DOWELS 4,000 PSI CONCRETE (18" LONG) 028 DAYS a 18" G.C. CUT I F(ALL SIDES) II d-• • • d -4+ _ arm (�- EXISTING CONCRETE J _j = � 12" PAVEMENT ¢ '' U o Q _ CEMENT STABILIZED m v> - SAND - INITIAL BACKFILL z c�1 — r ../ ............: ..... ..... CLASS II - COMPACT IN 6" .:::.:: :: (MAX) LIFTS TO 90% SPRING LINE. -_—_________ 0•D• '::::::::: STANDARD PROCTOR OF PIPE :::::.. DENSITY @ 0 TO +4% OF -- OPTIMUM MOISTURE CONTENT - WORK IN BEDDING . .. ..................... AROUND PIPE BY HAND TO (4" MIN) EQUALLY PROVIDE UNIFORM SUPPORT SPACED PIPE D.D.. UP TO SPRING LINE +12" (MIN) +24" (MAX) UNDISTURBED SOIL CONCRETE PATCH N.T.S. 7607 EASTMARK DR., STE. 25OF <77840> POST OFFICE BOX 9253 COLLEGE STATION, TEXAS 77842 EMAIL: ciuil@rmengineer.com OFFICE - (979) 764-0704 FAX - (979) 764-0704 TEXAS FIRM REGISTRATION No. F-4695 KERR SURVEYING, LLC 505 CHURCH STREET COLLEGE STATION, TX 77841 OFF: (979) 268-3195 FAX: (979) 691-8904 111�\ 5 111l3\ lm ,MS91 w t TAN IwIff SU STIALL COMPLETE I S S CONSTIRUCTION 111124110 CONSTRUCTION DRAWINGS ISSUED PRIOR TO THIS DATE ARE REPLACED BY THIS SET & SHOULD NOT BE USED FOR CONSTRUCTI Aw A _ z Q .J CL F- J. H D Lij 1-- CL W X YQ Lij x Li Z V � _I- U �J0 Y� CL Q ui o W < (1- 0 0 F- I ¢ w- U (1) m 0 3� Q W 00 WOp m t4- W La O 0 O U CLIENT L INFORMATION CRAIG & CAROL INVESTMENTS, Ltd. c/o CRAIG PAULL 1808 TEXAS AVENUE S., STE. 300 COLLEGE STATION, TX OFF: (979) 695-9955 FAX: _(979) 695-9944 EMAIL: CRAIGOSYSTEKMAIL.COM FILENAME: 0335UPlA SCALE: 1 "=20' SUBMITTED DATE: OCTOBER 6, 2010 DRAWN BY: R.A.M. CHECKED BY: R.A.M. FIELD BOOK: N/A PAGES: N/A RME CONSULTING ENGINEERS CLIENT NO. PROJECT NO. 225 - 0335 SHEET 7 OF 11 5/8" I.R.F. LOT 2B, BLOCK ONE EAST BRAZOS INDUSTRIAL ._ PARK #1 (CALLED 0.202 ACRES) t^` �_- -- 'MCP `LIN TYPICAL 6" RAISED MONOLITHIC CURB (TYPE 1 A) \ 5/8" I.R.F. S 24'33'25" E — 87.72' V 5/8 I.R.F. O N 4'W x 81 CONCRETE DRAINAGE FLUME `' J �13- LOT 18-20, BLOCK FOUR REDMOND TERRACE (CALLED 2.714 ACRES) ,VW x 81 CONCRETE DRAINAGE FLUME "�'-5/8„ I.R.F. CALL BEFORE YOU DIG TEXAS ONE CALL SYSTEM 1-800-245-4545 (AT LEAST 72 HOURS PRIOR TO DIGGING) VARNINGil: THE CONTRACTOR IS TO LOCATE ANY AND ALL UTILITIES PRIOR TO CONSTRUCTION AND IS SOLELY RESPONSIBLE FOR ALL DAMAGES TO EXISTING UTILITIES DUE TO ANY CONSTRUCTION ACTIVITY. TRANSFORMER PAD I 12.00 1 (TYP) w ( 1 w I 12.00' (m') w( I w E i E �- E - -- - w) o "I-- �... w 12.00' (TYP) w I oQ ( w 0 1 N v I �� � n- w I N 1- E wI 1 LOT 1 R, BLOCK TWO F.S. KAPCHINSKI (CALLED 2.616 ACRES) LLS 21'47'4-7" E -- 297.51' ® p C.O. 0 C.O. EXISTING WOOD FENCE 0 M.H. I O J.B. I , -5/8" I.R.F. D. C. V. FE-91 — TYPICAL 6' CONCRETE SIDEWALK ADJACENT —21 w-ti TO STRUCTURE M_ — O SYSTEK COMPUTING TYPICAL 6' CONCRETE TYPICAL 5' CONCRETE I SIDEWALK ADJACENT SIDEWALK Q — TO STRUCTURE M — M L0 j I k I 6 j WANK I _ 5;:: I 1 16' WIN I 1 f C= a w wl i Con- � v I __ 1 12.00w E� 12.00'-E --�- E - --'12.00w wI� (TYP) y w t (TYP) uj w, (TYP) 110.00' I o° LaI Nwf wl_ --- N 24037'56" W — 318.23'®—®-- TYPICAL 6" RAISED 6" CONCRETE PAVING MONOLITHIC CURB & 6" LIME/FLY ASH LOT 9, BLOCK TWO (TYPE 1A) STABILIZED Sl1$GRADE F.S. KAPCHINSKI (CALLED'0'.298 ACRES) 6" CONCRETE PAVING & 6" LIME/FLY ASH 1 J2" I.R.F. STABILIZED SUBGRADE I I I I fN PLAN O 20 40 NORTH SCALE: V _. 20` I M.H. J.B. TYPICAL 5' CONCRETE SIDEWALK — ADJACENT TO R.O.W. fY C9 i I Q I I LL 0 a. O 3 c 00 � I l' Q I w _ W n N z Ld Z Y v I COMMERCIAL DRIVEWAY, SEE B/CS DETAIL ST2-03 I GG.v. G.V. I I I I SYMBOL & LINE LEGEND 0 POWER POLE 0 LIGHT POLE GUY WIRE ANCHOR ® GAS PIPELINE RISER Nwv WATER VALVE ®w+ WATER METER NDcv DOUBLE CHECK VALVE 0 Ev ELECTRIC VALVE ® BV BALL VALVE OEM ELECTRICAL TRANSFORMER (DGM GAS METER OMH MANHOLE OC.o. CLEANOUT I&H FIRE HYDRANT 91P TELEPHONE PEDESTAL ❑ Al AREA INLET B JUNCTION BOX o CURB INLET Y PB FIXED PIPE BOLLARD — — — BUILDING SETBACK LINE ------- PROPERTY LINE -------- EASEMENT LINE P..U.E_ PUBLIC UTILITY EASEMENT B.L. BUILDING SETBACK LINE PLAN NOTES: 1. REFER TO SHEET CO.1 & CO.2 FOR EARTHWORK, PAVING, AND MISCELLANEOUS CONSTRUCTION NOTES. 2. REFER TO SHEET C2.2 FOR PAVING & MISCELLANEOUS DETAILS. PAVEMENT LEGEND CONTROL JOINT CONSTRUCTION JOINT --E -- EXPANSION JOINT fag- 7607 EASTMARK DR., STE. 250F <77840> POST OFFICE BOX 9253 --OLLEGE STATION, TEXAS 77842 EMAIL: civil@rmengineer.com OFFICE - (979) 764-0704 FAX - (979) 764-0704 TEXAS FIRM REGISTRATION No. F-4695 KERR SURVEYING, LLC 505 CHURCH STREET COLLEGE STATION, TX 77841 OFF: (979) 268-3195 FAX: (979) 691-8904 MARKI DATE I DESCRIPTION aunSTANTIALLY COMPLETE 1 oft U` 0 CONSTRUCTION 11 [24110 CONSTRUCTION DRAWINGS ISSUED PRIOR TO THIS DATE ARE REPLACED BY THIS SET & SHOULD NOT BE USED FOR CONSTRUCTI Fka� r .... ..... � 88 83 tit ls_ N I- X Y Q Z_ W� zF I-- < Z a Q � 0 Y 0 _! n CL vi w � Q o r 0 Y I— 1 N Z o U► Q V)� m z > wo-C Uo V) J >LLJ 0 — _3 rr^^ W VJ r0 O-1 O U CLIENT INFORMATION CRAIG & CAROL INVESTMENTS, Ltd. c/o CRAIG PAULL 1808 TEXAS AVENUE S., STE. 300 COLLEGE STATION, TX OFF: (979) 695-9955 FAX: (979) 695-9944 EMAIL: CRAIGOSYSTEKMAIL.COM FILENAME: 0335PVlA I SCALE: 1 "=20' EREVIEWED SUBMITTED DATE: OCTOBER 6, 2010 F'OR DRAWN BY: R.A.M. iIO �E CHECKED BY: R.A.M. 2�11 FIELD BOOK: NJA PAGES:N/A RME CONSULTING ENGINEERS �"�'�'I CLIENT N0. PROJECT N0. ING 225 — 0335 lddmftk SHEET 8 OF 11 \ \ 0 POWER POLE 0 LIGHT POLE GUY WIRE ANCHOR MR GAS PIPELINE RISER Mwv WATER VALVE Owm WATER METER APPROXIMATE LOCATION OF nM Dcv DOUBLE CHECK VALVE 2" ATMOS GAS LINE IDEv ELECTRIC VALVE APPROXIMATE LOCATION OF 0 Em ELECTRICAL TRANSFORMER LINE (DGM GAS METER VARIABLE c&FH FIRE HYDRANT 07P TELEPHONE PEDESTAL CURB INLET f+++++++++. +++ + k-) P.U.E. PUBLIC UTILITY EASEMENT B.L. BUILDING SETBACK LINE + +++ + +++ PROPOSED 12"0 STORM SEWER - FL60DPLAIN" + ++ \ \LOT 18-20, BLOCK FOUR WIDTH \ REDMOND '�^°^"�� DRAINAGE EASEMENT (CALLED 2.714 ACRES) (268/795) ZONED: R.-1 ^~ \ \ ` NOW OR FORMERLY �S L|P|NSK| HOLDINGS, LLC -- -- ------- -- ------ -- -- -----' -- -- --- \ (VOLUME 37O3,PAGE 262) \ \ \ \ \ 00 LANDSCAPING NOTES: ZONED: C-1 1. THE LANDSCAPE PLAN PRESENTED WAS PREPARED BY RME CONSULTING ENGINEERS (RME). RME IS NEITHER A LOT 1R, BLOCK TWO APPROXIMATE LOCATION OF LICENSED LANDSCAPE ARCHITECT NOR IRRIGATOR. THIS PLAN WAS PREPARED FOR THE SOLE PURPOSE TO MEET F.S. KAPCHINSKI NOW OR FORMERLY 48"0 R.C.P. STORM SEWER MCCRORY, DON B THE CITY OF COLLEGE STATION (CoCS) UNIFIED DEVELOPMENT ORDINANCE AND OBTAIN DEVELOPMENT PERMITS. (CALLED 2.616 ACRES) (VOLUME 3783, PAGE 262) ANY CHANGES MADE TO THIS PLAN SHALL BE SUBMITTED TO THE CoCS DEVELOPMENT SERVICES DEPARTMENT FOR REVIEW AND APPROVAL. 0 20 40 2. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICA11ON OF QUANTITIES IN THE PLANT LIST. POST OFFICE BOX 9253 48"0 R.C.P. STORM SEWER NORTH "mm ANY DISCREPANCIES BETWEEN QUANTITIES ON THE PLAN AND THE PLANT LIST SHALL BE BROUGHT TO THE COLLEGE STATION, TEXAS 77842 SCA11,E: 1" 20' ATTENTION OF THE INSPECTOR AND ANY FIELD ADJUSTMENTS OR QUANTITY ADJUSTMENTS MUST BE AUTHORIZED ENtkffi: civil@rl-nengineer.com PROPOSED I KANSFORMER PLANTER BED PRIOR TO PLANTING. OFFICE - (979) 764-0704 PAD - SEE SHEET C1.4 APPROXIMATE LOCATION OF 5-TEXAS SAGE "GREENCLOUD" 8" PUBLIC SANITARY (5 GALLON) 0 4' O.C. uj 3. 100% COVERAGE OF GROUND COVER, DECORATIVE PAVING, DECORATIVE ROCK (NOT LOOSE), OR A PERENNIAL FAX - (979) 764-0704 SEWER LINE 8'x5' CONCRETE PAD w/8' 7-COMPACT NANDINA T, GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWELLS AND DRAINAGE AREAS, THE PARKING LOT SET BACK, TEXAS FIRM REGISTRATION No. F4695 10' P.U.E. L HIGH SOLID WOOD (3 GALLON) 0 3' O.C. 11 I�APPROXIMATE LOCATION OF RIGHT-OF-WAY, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. 279/431) SCREENING FENCE & GATE 2,V'O R.C.P. STORM SEWER TE LJ279 A, JA 4. ANY ADJACENT PROPERTY AND RIGHT-OF-WAY DISTURBED DURING CONSTRUCTION WILL BE RETURNED To ITS KERR SURVEYING, LLC 505 CHURCH STREET AS- (ROLL -OUT CONTAINER M.H. EXISTING CONDITIONS OR BETTER. STORAGE) SS.,9 -GAS- pw 5. ALL CONSTRUCTION DEBRIS SHALL BE REMOVED FROM 'THE PROPOSED PARKING ISLANDS PRIOR TO PLACEMENT' OFF: (979) 268-3195 - - - - - - - - - - - - - - - GAs . . ....... OF TOPSOIL AND PLANTING, INCLUDING CONCRETE, ASPHALT, LIMESTONE BASE MATERIAL, OR COMPACTED FAX: (979) 691-8904 Ma I STABILIZED EARTH. LANDSCAPE SCHEDULE SYMBOL NO. OF SIZE BOTANICAL COMMON TYPE NOTES POINTS POINTS .PLANTS NAME NAME EACH TOTAL DISTICHU.M CYPRESS TREE 25' MIN. SPACING CALIPER 9 (MULTI -TRUNK) LAGERSTROEMIA INDICA CREPE MYRTLE ORNAMENTAL NON -CANOPY 15 GALLON (COUNTRY RED) 40 360 TREE LEUCOPHYLUM GREENCLOUD 3' SPACING 16 5 GALLON :FRUTESCENS "GREENCLOUD" TEXAS SHRUB (18" HEIGHT) 10 160 SAGE NANDIRA COMPACT 31' SPACING 9 ULMUS PARVIFOLIA U8 CALIPER SEMPERVIROUS ELM TREE 25' MIN. SPACING YARD 16 > 1.25" ILEX OPACA SAVANNAH (TREE FORM) NON -CANOPY 30 GALLON BUFFER CALIPER HOLLY LANDSCAPING REQUIREMENTS SITE AREA METHOD: FRONTAGE TREES: SITE AREA=0.891 acres or 38,812 sqft. PARK PLACE - LOCAL STREET 0 32' SPC: ADDITIONAL STREETSCAPE: CANOPY REQUIREMENTS - TOTAL LANDSCAPE POINTS REQUIRED 1,372 pnts. TOTAL LANDSCAPE POINTS PROVIDED 1:,58G pnts. PLANTER BED 6-TEXAS SAGE ~GREENCLOU0° /5 0 4' O.C. 11-COMPACT NAND|NA (3 GALLON) 0 3` O.C. 6 U. mc unvwm vr ^'L rLmv/3 un^LL oc Z)LlUn/L, myncn xr/r-x ur-//unw /nmv xuoxxEm/ SOIL. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING OR ADDING TOP SOIL, AS NEEDED, FOR THE \ INCLUSION OF THE SOIL AMENDMENTS, AS :NEEDED, :IN THEPREPARED GROUND COVER BEDS. Rep- � IRRIGATION METER0 D. �LL S|N�LE TRUNK TREES �RE TD BE �TAKED� MDSE AND �UYN0RE5 8YERLAPPED. 5 JIMEN 11 W.L 9. COVER AREAS TO BE PLANTED NTH 6" APPROVED ORGANIC WATTER, 2" PINE BARK MULCM, AND 13-13-13 En FERTILIZER AT THE RATE OF 5 LBS./100 SQFT OF BED AREA. u_10'P.U.E. 10. ALL DISTURBED AREAS, NOT DESIGNATED TO BE BLOCK SODDED, SMALL BE SEEDED YMTM EITHER BERMUDA (2 `384/346/ LB3/1.000 SQ.FT) FROM MARCH 15 TO SEPTEMBER 15 OR 8ERMUDA/RYE GRASS MIX (2 LBS/5 LBS. PER 1.000 5Q.FT') FROM SEPTEwBER 16 TO MARCH 14. 11. THE LANDSCAPE CONTRACTOR SMALL BE RESPONSIBLE FOR INSTALLING TREES AND SHRUBS THAT WILL MEET | BOTH MINIMUM SIZE AND SPACING FOR TREE AND ZONING ORDINANCE | COMPLIANCE. FA/LURE TO INSTALL PLANT ' ' MATERIAL PER THIS PLAN WILL JEOPARD[ZE ISSUANCE OF F|NAL CERTIFICATE OF OCCUPANCY. PRIOR TO ISSUANCE MARKI DATE DESCRIPTION SV SUEK COMPUTING UUVnNGLO OF A CERTIFICATE OF OCCUPANCY ALL LANDSCAPING SHALL BE INSTALLED. � / o/un/ (MAX.nc/`�n/==��/ / ) OF \ 12 ALL TREES, SHRUBS AND PLANTS SHALL CONFORM TO ACCEPTED STANDARDS ESTABLISHED BY THE AWER|CAN SUBSTANTIALLY GROSS | 18" DIP PUBLIC WATER | ASSOCIATION OF NURSERYMAN. AREA ' - -- LINE cn COMPLETE | i 13. ALL SAUCERS SHALL BE SOAKED WITH WATER AND MULCHED IMMEDIATELY FOLLOWING PLANTING. 'LIJ | . 14. PRUNING: THIN BRANCHES AND FOLIAGE (NOT ALL END TIPS) BY 1/3. RETAINING NORMAL PLANT SHAPE; CONSTRUCTION NEVER CUT EVERGREEN LEADERS. � C--= G} '<15. THE TOP OF ALL ROOT BALLS SHALL L BEAR THE SAME RELATIONSHIP TO FINISHED GRADE, �S BORN TO _j /24/10 "- PREVIOUS GRADE AND GROWING CONDITIONS. 0 APPROXIMATE LOCATION OF � | �� PVC PUBLIC WATER - 10. ALL ROOT BALLS REMOVED FROM CONTAINERS SHALL BE SCARIFIED PRIOR TO BXCKRLUNQ.< LINE (D | {||| | | \ U K U = / o17. THE LANDSCAPE CONTRACTOR SHALL VERIFY EXISTING UNDERGROUND UTILITIES PRIOR To PLANT /wsTA||ATx�w u U AND SHALL BE RESPONSIBLE FOR ANY DAMAGES DUE TO LANDSCAPE OPERATIONS.'-'----' , ' `'`''^,'� | | | ��° '' . � / | . ~�~ | | 12\ TOPSOIL SHALL BE PROVIDED BY LANDSCAPE CONTRACTOR AND USED FOR DACKRUJNG ALL PITS FOR PLANTS. 24'PRIVATE CROSS | AVERAGE TOPSOIL MIXTURE SMALL CONSIST OF THREE (3) PARTS GOOD GARDEN SOIL, 1/2 PART BED MIX, 1/2 ACCESS EASEMENT / \ � � PART MANURE OR BONE MEAL AND ONE (1) POUND LIME PER CUBIC YARD. - H / [' | |U|9 ' 8 LOT8. BLOCK TWO F.S. NAPCH|NSK| (CALLED 0.298 ACRES) ZONED R-1 NOW OR FORMERLY WATSON, VNLUE V (VOLUME 3783. PAGE 262) / 19. ALL PLANTS SMALL BE GUARANTEED TO BE IN HEALTHY CONDITION FORONE (1) YEAR AFTER ACCEPTANCE BY ' ' | ----APPROXIMATE LOCATION OF THE OWNER AND THE CITY OF COLLEGE STATION.24^� R.CP' STOR� SEYN�R 20. ALL PLANT MATERIAL SHALL BE MULCHED WITH 8 MINIMUM 2" LAYER OF MARQWOO :BARK MULCH (UNLESS ^ | | OTHERWISE SPECIFIED). PROVIDE MINIMUM 10' DIAMETER MULCH RING AROUND EXISTING TREES TO REMAIN, TYPICAL. | ' ' | � 21'MINIMUM TREE SIZE AT PLANTING IS SPECIFIED(SINGLE SPECIFIED ON THE PLAN �O� SINGLE STEM TREES).ALL MUTU-STEM � U PLANTS MUST BE TREE FORM,MAXIMUM 3 TO 5 TRUNKS AND BE THE MINIMUM SIZE SPECIFIED] ON 'THE PLAN U U 22. ALL STRAPPING MUST BE CUT AWAY AND REMOVED FROM ROOT BALL PRIOR TO BACKplLUN0 PLANTING P|T, 1/2, 1.RF,-/ | ' ' | AND THE TOP 1/3 OF THE BURLAPMUST BE REMOVED FROM THE ROOT BALL BUFFER WALL - CENTER OF WALL LOCATED 2.5' G.V. 23. THE LANDSCAPE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES AND ORDINANCES REGARDING OFF PROPERTY LINE 0 LANDSCAPING. | { APPROXIMATE LOCATION OF 24. IT IS THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR TO ESTABLISH A HEALTHY STAND OF GRASS ON BUFFER YARD -(-%396 SQ.FT.' ' ]�� 4^ ATW0S GAS LINE ALL SEEDED AREAS' NOT INCLUDED IN LANDSCAPE | (1 |T | | � 25 IN THE EVENT THAT PLANTING BEDS AND MULCH ARE REQUIRED, THE LANDSCAPE CONTRACTOR SHALL INSTALL | | | | BLACK FABRIC MESH UNDER THE MULCH TO PREVENT WEED GROWTH. . 9-LACEBARK ELM | || _- _- � ' U|� � |U � | 28. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE WATERING AND THE MAINTENANCE OF ALL | 'l\ r ' _ 16-SAVANNAH HOLLY/ . . LANDSCAPED AREAS UNTIL THE LATER 0F (0 THIRTY /30\ DAYS FOLLOWING THE PLAN�NG OF THE Q7A53 AND °�`� ' ( | j ! | ��� � T� �� �� �E �'�� `- �B� F� ��E� �� U� ��Lj � ' ' ! ' ''/FACILITY'" '"` -- ' ° | | -�� �� . | | | |� | U 8 ��^ ~�~� n�°� w~ �- U | | \ \ | |� | U U I - O��. ,��" ��p �� /-RRIGA11ON NOTES: U U CL TREE PLANTING NOTES: l. STAKE /\B(�\�� FIRST f]R/\0[HE�� {]R AS NE��ESSAR��TO PREVENT SLIPPING OFRUBBER 2' PLANT IS EVEN WITH THE FINISHED GRADE. 12 GAUGE GALVANIZED WIRE ENCASED IN 1"0 RUBBER HOSE 6' METAL "T" POSTS (MINIMUM OF 3) ]BALL DIAMETER PINE BARK MULCH 1: (5' MIN) NEW TOPSOIL �UZER TREE PLANTING- N'T'�� � STEEL EDGE, COLOR SPECIFIED BY OWNER (OPTIONAL, EXCEPT AT ��UR0�� ^� ��|QEWALKS) & \ 4' OR0" E�F�D�� NEW TOPSOIL 6° THICK (MIN.) PLANTING- N.T.S. 1. AN AUTOMATIC TYPE IRRIGATION SYSTEM �SHALL 8EINSTALLED FOR ALL NEW PLANTED AND LANDSCAPED AREAS. THIS IRRIGATION SYSTEM MUST BE INSTALLED PRIOR TO ISSUANCE U /� xn u� co��-c��//r/cx//uw u� ucxu�*mcr U �� 2�E|R�����M�8E��D���APR��E����.A����� PRINCIPLE BACK FLOW DEVICE, OR A DOUBLE CHECK BACK FLOW DEVICE, AND INSTALLED PER CITY ORDINANCE 2394. -- *w* 3. ALL BACK FLOVYDEVICES MUST BE INSTALLED AND TESTED UPON INSTALLATION AS PER CITY ORDINANCE 2394. �� 4' INSTALLATION. PVC (SCH 4U) SLEENNG SHALL BE COORDINATED WITH THE CONTRACTOR. AND ALL SLEEV|NG °�~� SMALL EXTEND A MINIMUM OF24" PAST THE CURB OR SIDEWALK WHERE APPLICABLE. �*� U 5. THE CONTRACTOR'S IRRIGATOR SHALL SUBMIT AN IRRIGATION PLAN TO THE OWNER FOR REVIEW AND APPROVAL. THE �R|SAD0N PLAN SHALL DEMONSTRATE THAT lHE IRRIGATION SYSTEM �VY|LL SUFFICIENTLY SUPPLY ALL WATER NEEDS TO THE NEWLY PLANTED LANDSCAPING AND GROUND COVER AND MEET ALL INITIAL WATERING NEEDS FOR VIABLE ESTABLISHMENT AND GROWTH OF PLANllNCS, 6. THE CONTRACTOR SHALL COORDINATE ALL 5LEEVlNG REQUIRED FOR PUBLIC AND PRIVATE UTILITIES AND IRRIGATION AS DIRECTED BY THE DEVELOPER. 7. THE LANDSCAPE CONTRACTOR SHALL INSTALL AN IRRIGATION SYSTEM SUFFICIENT TO MEET LOCAL JURISDICTIONAL REQUIREMENTS OR SHALL BE SUFFICIENT TO PROPERLY IRRIGATE THE LANDSCAPING AND GRASS U AREAS LOCATED IN THE FRONT YARD AND SIDE YARDS ADJACENT TO THE PARKING LOT. K PINE BARK MULCH 2" THICK Am|N,\ GRADE CALL BEFORE YOU DIG TEXAS ONE CALL SYSTEM (AT LEAST 72 HOURS PRIOR TO DIGGING) 1VARNJNG,!!.: THE CONTRACTOR IS TO 10CATE ANY AND ALL UTILITIES : c� PRIOR TO [U0UIRUCl1U0 AND IS SOLELY KE1yUN8I8OE FOR ALL IA80\QES � 0DXl�lNG�lLIIl�D��A�Q���l�A�I01� �__ 0 _0 �� �� �� =� m c^ uj " 'LL_ . 0 � 114 oy � 0 �� �� ��� w�* 3:: om u_ � ~��� � �v� _ " ' ~Ld on �� o�uj nm �� ��w �� `��� r-LLI 0 �~� _J�� '��U CLIENT INFORMATIO CRAIG & CAROL INVESTMENTS, Ltd. COLLEGE STATION, TX EMAIL: CRAIGOSYSTEKMAIL.COM CHECKED BY: R.A.M. FIELD BOOK: N/A PAGES: N/A RME CONSULTING ENGINEERS CLIENT NO. PROJECT NO. SHEET 9 OF 11 0 0 0° 0 0 colW}— J Q oLd z 10 0 o.. 0 0 0 0 0 0 0 10 0 0 0 0 0 0 0 a O o 0 0 0 0 0 0 0 0 0.0 0 0 o o 0 0 O 0 0 vv> o 0 0 o0 0 o0 0 00 °° 00 °I °o o o ° ° ° o ° ° o o ° ° o `---8" RED STRIPE PAINTED ON DRIVE SURFACE WITH 4" WHITE LETTERS I °0 0° ° ° ° ° ° STATING "NO PARKING FIRE LANE TOW -AWAY -ZONE" o ° ° ° ° o a ° ° o o ° o I °".00 ° 3Ntll 3211d ONINBtld ON 3NDZ—AVMtl—MOl 3Ntl1 3271J JNINNtld ON o z TYPICAL HANDICAPPED FIRE LANE MARKING N PARKING SIGN 1211 4" STRIPPING @ 16" 1 3/8" O.C. (PAINTED BLUE) 2" B SERIES 2" 18" DESIGNATED 2" C SERIES � 1 1 /2 00 PARKING 2" C SERIES 1 1 /2 ONLY 2" C SERIES 2 1 /20' SIGN A SIGN MUST BE MOUNTED IN A CONSPICUOUS LOCATION AT EACH ENTRANCE TO THE PROPERTY FIRE LANE DETAILS N.T.S. 18" 9" 12" 12 (TYP) �1J"R 1 RESERVED SIGN NOTES: 3C 1. SIGN SHALL BE TYPE R7-8 AS IDENTIFIED 1" IN THE TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 3C 2. SIGN COLORS SHALL BE AS FOLLOWS: 1" TEXT - GREEN LEGEND & BORDER - GREEN BACKGROUND - WHITE SYMBOL - WHITE ON BLUE BACKGROUND 6" SQ PENALTY SIGN NOTES: 18" 3. SIGN SHALL BE TYPE R7-8A AS IDENTIFIED IN THE TEXAS MANUAL ON UNIFORM TRAFFIC 24" 1 CONTROL DEVICES. 4. SIGN COLORS SHALL BE AS FOLLOWS: TEXT - GREEN LEGEND & BORDER - GREEN BACKGROUND - WHITE 2" 1C 1 it$ i�, 9C 2" mi ,: i 5'-0" or 8'-0" -DETECTABLE WARNING PAVERS, SEE B/CS STANDARD SW2-03 TAPER CURB ZTHROUGH RAMP (BOTH SIDES) 70 0 0 0 0 0 0 00 7. 0 0 0 0 0 0, k- TAPER CURB THROUGH RAMP 11 CURB STOP (MAX)o� ox o¢ t�l � SYMtiUL (PAINTED BLUE) 81— 011 HANDICAPPED PARKING ROW N.T.S. E 7MAN 12" ow 71 EL 7607 EASTMARK DR., STE. 250F <77840> POST OFFICE BOX 9253 COLLEGE STATION, TEXAS 77842 EMAIL: civil&nengineer.com OFFICE - (979) 764-0704 FAX - (979) 764-0704 TEXAS FIRM REGISTRATION No. F-4695 KERR SURVEYING, LLC 505 CHURCH STREET COLLEGE STATION, TX 77841 OFF: (979) 268-3195 FAX: (979) 691-8904 PRIME & PAINT RACK BLACK IN COLOR _ o_ M F � MARK DATE DESCRIPTION CLEAR ZONE MOUNT TO 1.9"S� STEEL TUBING 1 1 ( SUBSTANTIALLY CONCRETE SURFACE in w/4-GALVANIZED M J-BOLTS I Do N 36(MIN) 54" (TYP) I COMPLETE ISSUE rU CONSTRUCTION 6"x3" STEEL PLATE WELDED TO RACK 30� L TYPCIAL BIKE TUBING ( ' 11 /24 'I CONSTRUCTION DRAWINGS­ .—I ISSUED PRIOR TO THIS 6,- PLAN LAYOUT DATE ARE REPLACED BY THIS SET & SHOULD NOT BICYCLE RACK BE USED F R CONSTRUCTI N.T.S. % STENCIL LETTERING "RESERVED PARKING" ALONG HANDICAPPED td PARKING SPACES. * .......:..!� LETTERS TO BE BLUE CONCRETE w/DOMED '' McTc w/WHITE BACKGROUND FINISH �'�:, gg 83 ... SET LIGHT POLE ANCHOR BOLTS TO 40" td �'o-'•.� w/DOUBLE NUTS ON 1" MINIMUM BELOW GRADE WITH tttl lss E 4 1 Al IGNERS CIRCLE DIAMETER �e •� 1J"R (TYP) 2C RESERVED SIGN NOTES: 1. SIGN SHALL BE TYPE R7-8 AS IDENTIFIED 1" IN THE TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 2C 2. SIGN COLORS SHALL BE AS FOLLOWS: 1" TEXT - GREEN LEGEND & BORDER - GREEN BACKGROUND - WHITE SYMBOL - WHITE ON BLUE BACKGROUND 61v SQ 4' 1 J» 1.5C ;" 1.5C 1 4" 3" O.D. STEEL PIPE co (SCH-40) PRIMED M & PAINTED (COLOR FINISHED AS SPECIFIED BY PAVEMENT I I THE OWNER) 04 a l CONCRETE (CLASS B) 12"�A FIXED PIPE BOLLARD N.T.S. NON -SHRINK GROUT tides & BOLT SIZE SHALL BE 3 EXTRA SPIRAL DETERMINED BY POLE TURNS @ TOP MANUFACTURER FINISHED GRADE ui o d' c� N PVC CONDUIT /\\/ & .. (SCH 40) J X — F— zIAJ Z 2 j"x1.0' LONG COPPER W �-- Q Z °- 0 CLAD GROUND ROD BOND 8-#7 VERTICAL oo _ _ � Y � BARS (CONTINUOUS) ..4 6 0 TO POLE BASE USING 0 0 #6SDB COPPER (� a- Q- �- v Cn #3 SPIRAL 0����� Z = <� I o 12" PITCH ��fi������ Y ~ o < 3,000 PSI CONCRETE 24" 0 ��!���!�W 6 o @ 28 DAYS I o mU) Ad ul >- � J t° W LIGHT POLE FOUNDATION w o N.T.S. I'_ 0 RESERVED PARKING SIGN SIGN NO. R7-8 w/VAN SIGNAGE WHERE APPLICABLE PENALTY PARKING SIGN (AS SPECIFIED) 2j"O GALVANIZED PIPE @ 2 LBS./FT. i;��el" 7 CLASS "B" CONCRETE FOOTING H /C PARKING SIGN NOTES: 1. ALL SIGN HARDWARE SHALL BE GALVANIZED. 2. MOUNTING HEIGHT SHALL BE A MINIMUM OF 60" ABOVE THE GROUND, FLOOR, OR PAVING SURFACE AS MEASURED TO THE LOWEST CHARACTER OF THE LOWEST SIGN. 120 f ----I HANDICAP SIGN MOUNTING N.T.S. CLIENT INFORMATION CRAIG & CAROL INVESTMENTS, Ltd. c/o CRAIG PAULL 1808 TEXAS AVENUE S., STE. 300 COLLEGE STATION, TX OFF: (979) 695-9955 FAX: (979) 695-9944 EMAIL: CRAIG@SYSTEKMAIL.COM FILENAME: 0335CVlA SCALE:AS NOTED SUBMITTED DATE: OCTOBER 6, 2010 DRAWN BY: R.A.M. CHECKED BY: R.A.M. FIELD BOOK: N/A PAGES: N/A RME CONSULTING ENGINEERS CLIENT NO. PROJECT NO. 225 — 0335 ■ SHEET 10 OF 11 w �D' a a� 0� 8" TO 12"0 STONE o z (20LB MIN.) wo w/FILTER FABRIC Lj(0, o WIDTH VARIES " » 1 - 6"x9" #3 w w U BAR PER BLOCK CURB ❑ ❑ LAYDOWN --1 8" 1— N -- _ 6" 00 z Q � Q w J 6ry ' Of wl V TYPICAL CONCRETE CURB & GUTTER 24" #3 DOWELS 0 12" O.C. #3 BARS @ 12" O.C.E.W. TYPICAL CONCRETE CURB & GUTTER 6" DISSIPATOR BLOCK PLAN VIEW _ CONCRETE DRAINAGE FLUME N.T.S. 1. CROSS -SLOPE OF SIDEWALK SHALL NOT EXCEED 2.007.. 2. EXPANSION JOINTS SHALL BE PLACED AT A MAXIMUM OF 30' SPACING AND AT ALL OTHER LOCATIONS WHERE .SIDEWALK ADJOINS TO _OTHER CONCRETE STRUCTURES. 3. CONTRACTION JOINTS SHALL BE PLACED AT A 5' MAXIMUM SPACING. SPACING SHALL BE UNIFORM. 4. AS FAR AS PRACTICAL SIDEWALK JOINTS SHALL ALIGN WITH ADJACENT JOINTS IN CURBING. " EXPANSION JOINT MATERIAL & SEALANT (MIN DEPTH OF EXPANSION JOINT 2" CLR 1" DEPTH (MIN) CONTRACTION JOINT TH VARIES , LIGHT BROOM FINISH U) '`'/�'X`'% `-COMPACTED SUBGRADE N 0 CROSS—SECTION ON —SITE TYPICAL CONCRETE SIDEWALK N.T.S. EXISTING EXPANSION CURB JOINT PROPOSED #4 DOWELS CURB @ 18" O.C. TIE TO CURB DETAIL N.T.S. BACKFILL CROSS SECTION #4 SMOOTH DOWEL, 18" LONG & SPACED @ 24" O.C. (COATED w/HEAVY GREASE) CONCRETE SIDEWALK, SEE DETAIL THIS SHEET-\ 3" LONG METAL OR PLASTIC CAP, INSIDE DIAMETER TO BE 1/16" GREATER THAN DIAMETER OF DOWEL. CAP MUST BE LONG ENOUGH TO COVER 2" OF DOWEL AND HAVE STOP SO END OF CAP 1S 1" FROM END OF BAR CONCRETE SIDEWALK, SEE DETAIL THIS SHEET m BUILDING FOUNDATION EXPANSION JOINT, SEE DETAIL THIS SHEET PAVEMENT DRIVEWAY ° OR. PARKING AREA. 2 a BUILDING TOOL JOINT 1"R AT ARTIFICIAL BACK OF CURB -\ MONOLITHIC CURB L#4 DOWEL 0 24" O.C. CONCRETE SIDEWALK, SEE DETAIL THIS EXPANSION JOINT SHEET w/TOOLED EDGE, SEE DETAIL THIS SHEET EXISTING CONCRETE d: d CURB & GUTTER a, #4 DOWEL 0 24" O.C. EXISTING CURB ON —SITE CONCRETE SIDEWALK ADJACENT TO STRUCTURE N.T.S. FORM 1" (MIN) SWALE IN CONCRETE & ROCK MIM nen VAIRFS 24" DRAINAGE PIPE I GRADE VARIES, I 1 I I f I (TYPE, SIZE & SEE PLANS) l I I I I PLAN VIEW SIDESLOPE TO MATCH THAT OF FILL OR CUT GRADE TO DRAIN, 12AS REQUIRED �M1N) 12" (MIN) 5' (MIN) RING & COVER ELEVATED 3" (MIN) ABOVE GRADE IN NON -PAVEMENT AREAS a_ 00 w + i a a U 3:0 Of J W,3.. `.. a� _jQ ww 4,000 PSI CONCRETE 0 28 DAYS 3 BARS @ 18'' _v -1— \•�!\•�!\�%!\�'!\ -�•;�• ROCK RIP -RAP, REFER TO CONSTRUCTION ENTRANCE DETAIL FOR ROCK & FILTER GROSS -SECTION VIEW FABRIC SPECIFICATIONS CONCRETE HEADWALL N.T.S. SEAL w/EXPANSION JOINT MATERIAL „ #4 SMOOTH DOWEL, 18" LONG & SPACED 0 12" O.C. R (COATED w/HEAVY GREASE) I -\I //" I _ ° 9 -NON-EXTRUDING FILLER 3" LONG METAL OR PLASTIC CAP, 6" LIME -FLY ASH STABILIZED SUBGRADE INSIDE DIAMETER TO BE 1 /16" GREATER (2% LIME & 8% FLY -ASH BY DRY WEIGHT) THAN DIAMETER OF DOWEL. CAP MUST BE COMPACTED TO 95% STANDARD LONG ENOUGH TO COVER 2" OF DOWEL PROCTOR DENSITY (ASTM D698) AND HAVE STOP SO END OF CAP IS 1" FROM END OF BAR EXPANSION/CONSTRUCTION JOINT TO BE SPACED AT 60' INTERVALS & PLACED AT ALL RADIUS POINTS, PC's, PT's & -- - OPPOSITE PI's AND ON ALL HORIZONTAL & VERTICAL CURVES. EXPANSION JOINT N.T.S. SAW CUT, SEAL WITH JOINT TERIAL. SEALING NOT IWRED IN CURBS. L - #4 BARS @ 18" O.C.EW. - #4 BARS @ 9" O.C.E.W. 6" LIME -FLY ASH STABILIZED SUBGRADE (2% LIME & 8% FLY -ASH BY DRY WEIGHT) COMPACTED TO 95% STANDARD PROCTOR DENSITY (ASTM D698) CONTROL JOINTS :SHALL BE PLACED AT 15' CENTER TO CENTER. CONTROL JOINT N.T.S. #4 BARS 0 12" O.C.E.W. (ALL SIDES) 24 "0 STORM SEWER MANHOLE RING & COVER RING & COVER FLUSH / w/GRADE IN PAVEMENT AREAS 6" THICK CEMENT \\#4 BARS @ 6" O.C.E.W. STABILIZED BASE (TOP & BOTTOM) CONCRETE JUNCTION BOX N.T.S. �I �a dtfina � R 7607 EASTMARK DR., STE. 250F <77840> "OST OFFICE BOX 9253 "OLLEGE STATION, TEXAS 77842 EMAIL: civil@rmengineer.com DFFICE - (979) 764-0704 FAX - (979) 764-0704 I,EXAS FIRM REGISTRATION No. F4695 KERR SURVEYING, LLC 505 CHURCH STREET COLLEGE STATION, TX 77841 OFF: (979) 268-3195 FAX: (979) 691-8904 MARKI DATE I DESCRIPTION R CURB NOTE: EXPANSION u STANTIALLY 6°l JOINTS TO BE PLACED AT 60' INTERVALS AND AT ALL RADIUS COMPLETE POINTS, , P. CONSTRUCTION JOINTS SHALL I�SUEQ f OR 3" `:.,:•+ �� BE PLACED AT 20' INTERVALS. CONSTRUCTION t 11124110 CONSTRUCTION DRAWINGS ° "• ' ISSUED PRIOR TO THIS � DATE ARE REPLACED BY 3» PAVEMENT THIS SET ac SHOULD NOT REINFORCEMENT BE USED F R CONSTRUCTI _ #4 BARS TYPE IA — MONOLITHIC r r r ON —SITE t 12"-#4 DOWEL Cam? 12" O.C. METAL KEYWAY T=6" - .#4 BARS 0 18" O.C.EW. T=8" - #4 BARS @ 9" O.C.E.W. 6" LIME -FLY ASH STABILIZED SUBGRADE (2% LIME & 8% FLY -ASH BY DRY WEIGHT) COMPACTED TO 95% STANDARD PROCTOR DENSITY (ASTM D698) CONSTRUCTION JOINTS SHALL BE PLACED AT DESIGNATED LOCATIONS AND MAY REPLACE CONTROL JOINTS AS REQUIRED. CONSTRUCTION JOINT N.T.S. LO 3/4" . Q... 3/4» METAL KEYWAY PLATE N.T.S. It 24" THICKENED EDGE N.T.S. B A ME 'TC r sa 83 ' �. � p.► At er.,(tt X YQ x ZW� _~ F-Qz a �JO Yo CL a— F— (n U w >L 0 Y io � O w QC O o < m w W v o Lij W m I`r- r U) La W �0 O_1 U CLIENT INFORMATION CRAIG & CAROL INVESTMENTS, Ltd. c/o CRAIG PAULL 1808 TEXAS AVENUE S., STE. 300 COLLEGE STATION, TX OFF: (979) 695-9955 FAX: (979) 695-9944 EMAIL: CRAIGOSYSTEKMAIL.COM FILENAME: 0335CVlA SCALE:AS NOTED SUBMITTED DATE: OCTOBER 6, 2010 DRAWN BY: R.A.M. CHECKED BY: R.A.M. FIELD BOOK: N/A PAGES: N/A RME CONSULTING ENGINEERS CLIENT NO. PROJECT NO. 225 — 0335 ■ SHEET 11 OF 11 NOTE, 'TYPE "G- EXPANSION JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF 40' APART AND AT ALL RADIUS POINTS, P.T; S AND P.C; S. TYPE "B•' CONTRACTION JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF 10' APART. "R 12' 1" MIN. TO IS" C!C •4 BARS Q 18" O.C.E.W. 6" MAX.. (MID SLAB) _T S SECTIONA A VARIE a , a <7 4 3.. � � b-" _� " 24' R. 0. W. 4 BARS :CONTINUO 1•• q 3° 3 3 !7" $ i!2 - 12' AND 3" CLEAR TYP' • m #4 BARS 2.. 'A A �, IF4•• 0 = 314" x 16" SMOOTH 3•• '- " 24 LAY DOWN n EXPANSION DOWELS � TYPICAL COMBINED DOWELLED IN CURBS o�. GUITTER SECTION DETAIL CURB &. GUTTER SECTION A�LEY + � \ STI-00 ST1701 ST1-02 NOTE, 4 NOTE: TYPE "G" EXPANSION JOINTS IN CURB & GUTTER SHALL BE i. TYPE "G" EXPANSION JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF 40APART AND AT ALL SPACED AT A MAXIMUM DISTANCE OF 40APART AND AT ALL 1/2"" CHAMFER ''• • • RADIUS POINTS, P.T.'s. AND P.C.'s. TYPE "B" CONTRACTION RADIUS POINTS. P.T; s. AND P.C.'s. TYPE "B" CONTRACTION {TYPICAL) ,JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAXIMUM JOINTS IN CURB & GUTTER SHALL BE SPACED) AT A MAXIMUM 1�'� TYPE "G" EXPANSION JOINT DISTANCE OF V APART DISTANCE OF V APART •4 BAR 2. PIPE EXTENDED r'-2" FROM SOC TO BE COVERED WITH FABRIC AND TIED IN PLACE v 24 24"ALLEY PAVING 15' t!4"R 1- 1"aA. ",� STI-06 24' • R 6.. IN 1/2Z • Et 6- t2,. 3" 1!4"R 12" -T3, t/4 'R 28-DAY CONCRETE 4' E STRENGTH-3500 psi. • 0 >3 6" 6 3/4' • 0 (6 3/4•' 2•. 3 3 3.. • 3.. 3.. 3..477,1 .,• 4" 4 • _ 04 BARS 3" �' • -*4 BARS 3" =3/4" X 18" SMOOTH 0 =3/4" x 18" SMOOTH 1 11 CAL EXPANSION DOWELS EXPANSION DOWELS RIBBON CURB TYPICAL COMBINED TYPICAL WEEPHOLE CURB SPILL CURB STI-03 STI-04 STl-05 1/8" R SEAL WITH JOINT MATERIAL •A DW MIN. JMET AAL KEY WAY PLATE ncFORMEO TIE BARS * 4 X 18". 18" O.C. TYPE 11D11 LONGITUDINAL JOINT NOTE: TYPE "G" EXPANSION JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF 40' APART AND AT ALL RADIUS POINTS. P.T; S AND P.C.'S. TYPE "B" CONTRACTION JOINTS IN CURB & GUTTER SHALL BE SPACED AT A )MAXIMUM DISTANCE OF 10' APART. j� 24" 1/4"R -\ I -6-�I le 1S" TRANSVERSE REINFORCEMENT: * 4 BARS AT 18" C. TO C. W. I C. TO C. TYPE "0" JOINT LONGITUDINAL JOINTS SHALL BE REQUIRED ONLY ON THE L Lp►)g CENTERLINE OF THE PAVEMENT & IN INTERSECTIONS AS DETAILED #4 BARS AT 18" C. TO C. TUDiNAL REINFORCEMENT: 40' 40' 40' TANG_ E ATT SECTIONS INPICAL JOINT & REINFORCEMENT LAYOUT FOR CONCRETE PAVEMENT SEAL W/EXPANSION JOINT MATERIAL SMOOTH DOWEL BAR 3/4" 0 X 18". 12- O.C. i!4" R DATED W/HEAVY GREASE) 5-1C2" 3/4" >: a 7! 6"MIN.7z1-5/8" d d' RECYCLED MATERULL 1/2'• d D 1•112" THICK AS MANUFACT�.RED 3" LONG METAL OR PLASTIC CAP 3/4" INSIDE DIAMETER TO BE 1/16" WATER BY J.D. RUSSEEL COLOR THAN DIAMETER OF -DOWEL BAR. CAP 3.. APPROVED EQUAL VMUIDT gE L�At�' yENOUGH T y Ov R, 2 • MLr�,AI KEY WAY AY PLArI,L CAP DIS r FROM THE £ [� OF �A OF TYPE 11G I EXPANSION & CONSTRUCTION JOINT NOTE: EXPANSION JOINTS AS SHOWN AND AT VARIES EACH RADIUS POINT. CURB EXPANSION TO BE SPACED AT 40' INTERVALS & ALL RADIUS POINTS. P.C.S. P.T.'S. & OPPOSITE PAS. JOINTS SHALL BE AT 60' CENTERS. CURB & ON ALL HORIZONTAL & VERTICAL CURVES TYPE "B" JOINT CONTROL JOINTS SHALL BE AT ID' CENTERS. TYPE "D" JOINT 5 LONGITUDINAL JT. Q 900 TO CHORD OF RADIUS. (TYP.) SAWED OR FORMED.SEAL WITH JOINT MATERIAL. SEALING NOT REO'D IN CURBS. 3/8" R 1/8" TO 3116" T #4 BARS. 18" O.C.E.W. TYPE "Brt CONTRACTION MINT TRANSVERSE JOINTS SHALL BE SPACED 15'CENTER TO CENTER TYPE "G" JOINT AT ALL RADIUS POINTS AND MAX. DISTANCE OF 300'ON TANGENTS BACK OF r-6"- (TYP.) 1 � TYPE "0a TYPE TYPE "G" JOINT AT FUTURE EXTENSION OR AT PROP. WORK (TYP.) TYPICAL JOINT LAYOUT AT CONCRETE INTERSECTION GENERAL NOTES: ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEQUATELY BLOCK SODDED OR HYOROMULCHED AND WATERED UNTIL GROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS IS PRESENT. BLOCK SOD WILL BE REQUIRED. BARED AREAS SHALL BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE. APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR. ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RAIN. ST3-00 TYPE "G" EXPANSION EXISTING CURB & GUTTER JOINT. ELEV.+ TO BE REMOVED I KEEP 6" RISE TO _� TYPE -G" EXPANSION TIC ELEv,=3" MATCH � OF PROPERTY LINE I JOINT. ELEV.+ � CURB RETURN RADIUS-*.2' . MATCH IE OF lo KEEP 6" RISE TO EXISTING GUTTER EXISTING PVMT. 2' TIC ELEv.=3" I o � CURB RETURN RADIUS 1'-6" EXISTING GUTTER 14.. ; ACCESSIBLE ROUE (4' MIN.) - z FOISTIN4" _ - 'T p a a� (OPTIONAL) �ETE I 3. PVMT. 3" RISE NOTE 3.MIN 7INS EXISTING BASE DRIVEWAY APRON SHALL BE 4" 128-DAY CONCRETE STRENGTHWAY APRON SHALL BE 4" DEFORMED TIE BAR -3000 psi) W/#4 BARS Q 18"EXISTINGAY O.C.E.W. ASPHALT APRONS W/O "D" CONCRETE STRENGTH#4 X 18" O.C. CURB ANp GUTTER SHALL BEJOINT TYPE LONGITUDINAL BASE Psi)- W/*4- BARS- 0 i8" FOR. TIE. TO CONCRETE ALCOWEOON OPEN PITCHED DEFORMED TIEBRCURBA ASPHALT APRONS E CURB AND GUTTER SHALL BE TO CONCRETE PAVEMENT ONLY STREET SECTIONS ONLY. 04 x IS- O.C. FOR TIE TO CONCRETE TO ALLOWEDON OPEN DITCHED SEC'TIONA A .SECZ'IONAA STREET SECTIONS ONLY. SLOPING AWAY FROM INTERSECTION CONCRETE .PAVEMENT CURB RETURN RADIUS * 2' CURB RETURN RADIUS r-6" o i > ACCESSIBLE ROUTE (4'MIN.) w (OPTIONAL) v �3 TE FOTF kOTE 3 6. LONGITUDINAL JOINT SECTIONA A SLOPING TOWARD INTERSECTION ONLY. SECTIONA A SIDE STREET WIDTH�I ff=IAYD0T4,7V CURB A�IA TYPE "G" EXPANSION JOiNT ,,c/-) ..'PNp1.A pVµt PROPERTY LINE 6" THICK CONCRETE NOTE. RAMPS ONLY WHEN (28 DAY STRENGTH - 3500 P51) *MAINTAIN 2X MAX THE LONGITUDINAL SLOPE IS - ------ W!•4 BARS AT 18" D.C.E.W. A CURINT OF VATURE CROSS SLOPE GREATER THAN 1:20 DOWEL INTO EXISTING SIDEWALK W!6" LSSB TO 2' BEYOND B.O.C. (VARIES) W/•4 BARS Q 13" O.C. RAMPS SHALL COMPLY WITH BACK OF CURB TAS REQUIREMENTS RETURN CURB TO HAVE It A ROLL FACE DIMINISHING EXPANSION JT. & I 25' RAD, (MIN.) ff+ I -I -I-} AT RADIUS POINT SMOOTH DOWEL BAR, I SIDEWALK * C= 1/2-fry X 16". WITH CAP Q 12" O.C. i TYPE "0" I 1 LONGITUDINAL { } j �-� (�� j 5'R.tMIN:) BACK OF 'CURB (COATED W/tIEAVY GREASE) I JOINT ACCESSIBLE RAMP ** (SEE RAMP DETAIL) "-ACCESSIBLE -------------I------- ROUTE* NEAT SAW CUT SAW CUT A I I 1, NEAT SAW CUT -- - - - - - - - - - - - -i.-------------- POINT OF TANGENCY *MAINTAIN 2X MAX CROSS TYPE "G" EXPANSION JOINT EXISTING CURB & GUTTER TO , , _,, _ .. � --- SLOPE. 5' MIN. WIDTH. BE REMOVED. REPLACE STREET ** SURFACING AS NEEDED. �') �J A EXPANSION JOINT tTYP.) EXISTING SIDEWALKS. (A MIN. r tET C/ SEAL VED OF 4'BEHINO BACK OF CURB). RESIDENTIAL 1 ��`V AY DRIVEWAY ('�S TO EXPANSION JOINMA MATERIAL MAY REMAIN IN PLACE , OTHERWISE SIDEWALK MUST BE REMOVED. TYPICAL STREET CONCRETE APRON il�� Srl,Z-l/� C ��/1 {n, 1 iJ��,Lr-l/ 1 F F. W a W Lj pRiVEvAA TYPE "0" EXPANSION JOINT. A j__7 In S I4R FT. NUN. ELEV.=TIC ELEV.+3" & E�X ERG TOCU BE TYPE "G" EXPANSION JOINT t- REMOVED KEEP 6" RISE TO I PROPERTY LINE I APPROX.12' DRIVEWAY WIDTH PROPERTY LINE MATCH R I t - - - I - - ,DRAINAGE CULVERT -VARIES-1 I TT EXISTING GUTTER � 3' ,Yr EXISTING -PVMT: ( : *' VAip1E5 RETURN CURB TO HAVE (MIN. 18" DIAL RCP PINE) I 6" MAINTAIN 2X MAX � CROSS SLOPE A ROLLRF�� PUSHING SECTION AA PROPERTY AT T. ;,r[ LINE - 3 R�ISENOTE: EXISTING BASE MIN. 25' MIN. R TYPE "D" REMOVE CURB ' /LONGITUDINALDRIVEWAY AMBUR.ATORY RAMP 1:12 MAX. APRON SHALL BE THRU RAID �TSLOPE JOIN1 TH F R F R . LENG O D AINAGE PIPE O -' F T OE ORMEO � BARRESIDENTIAL ,, b (28-DAY"CONCRETE DRIVES IS 36'MAX •4 X 18" O.C. STRENGTH • 3000 psi) W/•4 - - - - - - - - - - - r - - - -20'MIN. DR EDGE PVMT. FOR TYING NEW CONCRETE TO EXISTING BARS 0 18" O.Cl *W. ASPHALT SIDEWALK APRONS W/O CURB &GUTTER � - - - - - - - - - - - - - - - - -y - - - - - - - 2. ALL DRIVEWAY PIES WITHIN CULVERi CONCRETE PAVEMENT SHALL BE ALLOWED ON OPEN NE I NEAT ROW MUST HAVE CONCRETE SLOPED ENO SECTIONS STREET ONLY DITCHED STREET SECTIONS ONLY. SAW CUT I SAW GUT (6-1 SLOPE) OR APPROVED A�/� -�7Ti - ri EQUAL. SEG'7'IONA A �r� ICAL DRIVEWAY ENTRANCE TYPE J A NEAT EXISTING CURB &CUTTER TO EXPANSION JOINT SAW CUT BE REMOVED -REPLACE STREET u CULVERT Ti 1 V Y 1C V LVERT SURFACING AS NEEDED COMMERCIAL DRIVEWAY ST2-02 ST2-03 FLEX BASE N` MIN: 6- HMAC 04 BARS. IV O.C.E.W, 28-DAY CONCRETE TRENGTH = 35W psi C OR D) EXISTINGHMAC COAT! DOWEL #5 BARS. 16" LG.. 4`CoSMTpA&T$D CEMENT EXISTING 6" SAW CUT (8" INTO EXIST. PVMT.). O 18" O.C. BILIZED SAND GRAVEL STREET A O.O. 'O- � O- 00 O O 9.O.e •. O Q O EXISTING CONCRETE � 6•• EXISTING SAW CUT COMPACTED CEMENT I" VARIES COMPACTED CEMENT--,12" STABILIZED SAND OR STABILIZED SAND FLEX BASE REFER TO HMAC SPECIFICATION - 12" FOR LIFT AND COMPACTION REQUIREMENTS _-SEE BEDDING DETAIL FOR APPROPRIATE PIPE TYPE UNDISTURBED SOILvARIES OPEN CUT GRAVEL STREET ST4-00 SEE BEDDING DETAIL FOR APPROPRIATE PIPE TYPE UNDISTURBED SOIL-z VARIES OPEN CUT SEAL COAT/ OVERLAY STREET RESIDENTIAL COLLECTOR SECTION SECTION PAVEMENT WIDTH 24 30 R.O.W WIDTH 70 100 NOTES, 1. ggRUUAS5R��AL "SECTIONS WILL NOT REQUIRE W CITY ME TTS.PARALLEL TO ROW WITHIN 2. WITHIN FOLLOW ETJARE COUNTY 8 RURAL S � SSTTSSHALL ANDARDS W' UTILITY EASEMENT (SEE NOTE 1) W- Q Fo SEE BEDDING OETAIL FOR UNDISTURBED SOIL, APPROPRIATE PIPE TYPE VARIES OPEN CUT CONCRETE STg ET ST4-02 16' UTILITY (a EASEMENT (SEE NOTE 1) x Q X Ia N 2" HOT MIX STD. RIBBON CURB °- z v = AASP.HAL.TIC x . o GONG. PVMT. r ad x -FT.SLOPE t1f. 4" HMAC BASE „^• OR 6" CRUSHED 6" COMPACTED STABILIZED SUBGRADE LIMESTONE BASE. t98'!. STANDARD ASTM D-698 AT A MOISTURE .CONTENT .BETWEEN 0 AND •4X OF OPTIMUM TYPICAL RURAL ROAD RIBBON CURB SECTION ST4-03 NOTES: NOTES: 1. ALL SUBGRADES SHALL BE STABILIZED. 5.-REFER TO RICS 'UNIFIED DESIGN 'GUIDELINE MANUAL FOR 1. -REFER TO .B/CS .UNIFIED .DESIGN GUIDELINE MANUAL .FOR 2. COLLEC.T.OR STREETS WILL BE :REQUIRED TO USE B" 2. FOR SUBGRADES WITH 12015 AND X PASSING THE •200 ACCEPTED RIGHT OF WAY AND PAVEMENT WIDTH. ACCEPTED RIGHT OF WAY AND PAVEMENT WIDTH. REINFORCED CONCRETE (28 DAY STRENGTH-3500 PSI). SIEVE ) 35Z. USE LIME STABILIZATION. 6. COLLECTOR STREETS WILL BE REOURED TO USE 5" HMAC 3. FOR SUBGRADES WITH PK 15 AND X PASSING THE •20D BASE OR 8" CRUSHED LIMESTONE BASE AND STABILIZED SIEVE f 354 USE PORTLAND CEMENT STABILIZATION. SUBGRADE IN ACCORDANCE WiTH THE B/CS UNIFIED DESIGN 4. SIDEWALK PLACEMENT VARIES WITH EACH LOCATION AND GUIDELINE MANUAL OR AS DIRECTED BY CITY ENGINEER. - VARIABLE R-O-W (SEE NOTE 1) WILL BE DETERMINED BY THE ENGINEER. VARIABLE BIC TO BIC (SEE NOTE 1) �E VARIABLE R-O-W (SEE NOTE 5) Q Q Q VARIABLE BIC TO BIC (SEE NOTE 5) MONOLITHIC CURB SEE 5`CONCRETE 2" HOT MIX ASPHALTIC STD. CURB & GUTTER SEE 4'CONCRETE I SEE 5'CONCRETE 6" REINFORCED CONCRETE SEE 4' CONCRETE SIDEWALK DETAIL CONCRETE PAVEMENT I SIDEWALK OETA& I I SIDEWALK DETAIL 28 DAYSTRENGTH=3500 PSI) ( TYPE "0" JOINT SIDEWALK DETAIL 3X SLOPE --. 3Z OPE -- _�• LIMIT OF MEASUREIuIENT-� 2' MIN. 4" HMAC BASE SuBGRAOE <48Y. STANDARD LIMIT OF _12 18" "4 BARS 0 O.C.E.W. 6" COMPACTED STABILIZED SUBGRADE (98% STANDARD OR 5" CRUSHED LIMESTONE 6" COMPACTED STABILIZEQ I FOR ROADWAY EXCAVATION BASE IOU MOD. ASTM-61557) ASTM 0•698 AT A MOISTURE CONTENT BETWEEN MEASUREMENT (MID SLAB) ASTM 0-698 AT A MOISTURE CONTENT BETWEENFOR ROADWAY 0 AND .4X OF OPTIMUM) AND STABILIZATION (LOCAL STREETS) 0 AND -4Z OF OPTIMUM. EXCAVATION & TYPICAL STREET SECTION STABILIZATION. TYPICAL STREET SECTION ASPHALTIC C0A"G'I7I;7'FJ'ATTWs1 TT ,ST4-04 KL'I.bf+0HC.L+'1) 001vC Hl;7LY.4 LLM_L7vy' -s-,T �:-05 In z C) En w a/ i 1 i mdb CITY OF BRYAN The Good Fife, Texas Slple." DRAWN BY: C.L.M. DATE-' 01-01-09 SCALE: N T S APPROVED: W. P. K. FIGURE a u SHEET 1 OF CROSS SLOPE 2'/. MIN. CROSS SLOPE W CROSS SLOPE SIDEWALK 21 to 4X 2X MAX.. T7. MIN. 3 PAVEMENT CURB \ Y \ n \ A La O 8' TYP. NOTE: THIS DOES NOT TAKE INTO ACCOUNT DRAINAGE REQUIREMENTS - BERMS MAY BE REQUIRED OUTSIDE OF THE SIDEWALK. �-"'• ` * v '��' pro e n �luai Sltle�olk � � Pe ly li " w > not Si y ned Street m tx\ �� I PER TAS r r"� STANDARDS NOTES: I. SIDEWALK PLACEMENT SHALL BE IN ACCORDANCE WITH B/CS UNIFIED DESIGN GUIDELINES. 2. FINISH -'LIGHT BROOM FINISH, JOINTS TO BE TOOLED T" DEEP AT AN INTERVAL EQUAL TO THE SIDEWALK WIDTH, EXPANSION JOINTS O 40' O.C.,CONTRACTK)N JOINTS Q 4' O.C. 3. DOWEL IN AND TIE TO ANY CONCRETE STRUCTURE ADJACENT TO SIDEWALK (DRIVEWAY. INLET BOX. CURB, JUNCTION BOX, ETC.) WITH ■3 x 12" BARS o 12" O.C. OR -4 x 12" BARS Q 18" O.C. 4, COMPACTION: COMPACTED SUBGRADE MATERIAL COMPACTED TO A DENSITY AT LEAST 981 OF MAXIMUM DRY DENSITY AS DETERMINED BY PROCTOR COMPACTION TEST ASTM 0698 (STANDARD)AND SHALL BE 0-4X WET OF THE OPTIMUM MOISTURE CONTENT 5. A MINIMUM CLEAR PEDESTRIAN WIDTH AS DEFINED BY TAS AND ADA SHALL BE PROVIDED FOR ENTIRE 'LENGTH OF SIDEWALK. SEAL WITH EXPANSION JOINT MATERIAL SMOOTH DOWEL BAR 1/4" R 1/2 0 X 18", 12" D.C. 3/4" (COATED W/HEAVY GREASE) -� 3'-0" MIN. -5'•0"�vAI 4,. Tz MAX. I RECYCLED MATERIAL, 1/2" -� / - ' �- SEE NOTE 4 THICK J.D.R MANUFACTURED COLOR 3. LONG METAL OR PLASTIC CAP, INSIDE BY . RUSSELL COLOR DIAMETER TO BE 1/NI" GREATER• THAN APPROVED EQUAL DIAMETER OF DOWEL BAR. CAP MUST •3 BARS Q 12'• O.C.E.W. OR 28-DAY CONCRETE BE LONG ENOUGH TO COVER 2"OF -4 BARS Q IS- O.C.E.W. STRENGTH = 3000 psi DOWEL AND HAVE STOP SO END OF (4" THICK MIN.) CAP IS 1" FROM ENO OF BAR. SEE FINISH NOTE SIDEWALK EXPANSION ALONG LOCAL STREETS '�_II°&1tnC�Yh*�tn.,`S? t�.rn�vin�un & CONSTRUCTION JOINT SIDEWALK SLOPE REQUIREMENTS 3•-D' MIN. SW1-00 SAWED FORMED, 6'-O" VARIES TO 3/I6" SEAL WITHH EXPANSION JOINT MATERIAL, MIN.. -E- 2Z MAX. I 3/8" R - 4"x4-x3/16" STRUCTURAL STEEL TUBING SEE NOTE 4 110 ' O.C. MAXIM W O.C. MAXIM ' O.C. 4., •3 BARS O 12" O.C.E.W. OR 28-OAY CONCRETE -4 BARS Q IS- O.C.E.W. STRENGTH - 3000 psi SIDEWALK CONTTRACTION JOINT SEE FINISH NOTE SWEEP SANG ALONG MINOR COLLECTORS " O.C. MIN B" INTO ALL JOINTS AND IARGER 4'4"x3/16" STRUCTURAL STEEL TUBING MAX 24" 4• E x' ITfi" STRUCTURAL 1"xt"x3/16" STRUCTURAL STEEL TUBING CONIC. SIDEWALK ST EL I 3-I/2" SEE CONNECTION DETAIL F `°- 4.. =s' . _.:1 77" E p 6,. v o TR CfIPCTRATED 8'-0"WARES-� 0 TYPICAL PEDESTRIAN _ V2„ aA BOLT , 7 Q ° ' PAVER MATERIAL f •. �- .• 2X MAX. ,., , . ,.....•,. I GUARDRAIL CONII VFC770NDETA t,,. MAX, S LAYING AND LYI G COURSE SEE NOTE 4 SWl-01 ACCEPTABLE SEE NOTE 3 TRAFFIC RATED 28-DAY CONCRETE GENERAL NOTES: PAVER MATERIAL 13 BARS O 12" O.C.E.W. OR STRENGTH= 3000 psi 14 BARS 0 18" O.C.E.W. (4" THICK MIN.) ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION SIDEWALK PAVER SECTION SEE FINISH NOTE SHALL BE ADEQUATELY BLOCK SODDED OR HYDROMULCHED AND WATERED UNTILGROWTHIS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS IS PRESENT. BLOCK SOD WILL BE REQUIRED. BARED AREAS SHALL AMONG MINOR COLLECTORS SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE. APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ENTIRE TIME THAT EARTH HAS .BEEN BARED BY CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH 45 ESTABLISHED AFTER CONSTRUCTION 1S COMPLETE AND THEN REMOVED BY CONTRACTOR. ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RAIN. ® " VARIES T 4' 3• d i GREEN SPACE 41 y op 6. � • o.., . SIDEWALK -.. k S <<^-T C ei xa�; 12-1 'n DETECTABLE WARNING PROPERTY LINE MI - ?s � ** 2y (t0' CURB RADIUS) Ps \ ... •. y .21.5• (20' CURB RADIUS) �. 16.5 t25 CURB RADIUS) E,P • ., p � CROSS SLOPE NOT TO EXCEED >< 2x OR BE LESS THAN IX ON ANY POR9FION OF RAMP OR TRANSITION TO STREET CONCRETE SIDEWALK 4� VARIES t 4' 8' • . SIDEWALK - f"- t J "12 , TATECT ( ^* MAX SURFACE PROPERTY LHIE as � Y ** 23• ttp• CURB RADIUS) \ 3 21.5, t20• CURB RAONSI DST 16.5' t25' C IRB RAD4)SI 1 1 A' .4• -=CROSS SLOPE NOT TO EXCEED 2X OR BE LESS THAN IX ON ANY PORTION OF RAMP OR TRANSITION e TO STREET 5/6' SIDEWALK AMBULATORY 8' SIDEXVALK AMBULATORY RAMP AT STREET INTERSECTION FsW3-00 RAMP AT STREET INTERSECTION *CROSS SLOPE NOT TO EXCEED *CROSS SLOPE NOT TO EXCEED 2x OR BE LESS THAN I/• ON ANY 2Z OR BE LESS THAN 1/. ON ANY PORTION OF RAMP OR TRANSITION PORTK)N OF RAMP OR TRANSITION AND LARGER 3n6- No 01 Annidor Space SWl-02 NEENAH GRATE BOLTED INPLACE OR APPROVED EQUAL _ _ . No. 4 BARS TRENCH GRATE MAY ONLY BE ALLOWED WITH PRIOR APPROVAL FROM THE CITY ENGINEER AND, WHERE THERE IS NO OTHER STORM SEWER SYSTEM AVALABLE. l� i -n SIDEWALK DRAINAGE Sw3-01 TRENCH GRATE *CROSS SLOPE NOT TO EXCEED Zit OR BE LESS THAN Ix ON ANY PORTION OF RAMP OR TRANSITION DETECTABLE WARNING SURFACE r�E c a LANDING a ,#- -E- go::c:¢?::(Xta:4:ts } 4" MAX. c z b:o:TtO;o: b:a0; ANO USUAL 6- MIN. `�_ FACE OF to" MAX. CURB TYPICAL PLACEMENT OF DE FECTABLE WARNING SURFACE ON LANDING AT STREET EDGE SW2-00 c ; o Lond`mq o "-ta Detectable worning surface (Comes to run porollel to pedestrian travel) 4,• Max and Usual je o c @ O•ppdp:Ob:o:ao `Cfd2-0tx�I'SH:otY ide flare (Typical) it q;CF;#.ir:o:44; 771 6" min Face of 10" max curb TYPICAL PLACEMENT OF DETECTABLE GENERAL NOTES FOR DETECTABLE WARNINGS PEDESTRIAN FACILITIES I. CURB RAMPS MUST CONTAIN A DETECTABLE WARNING SURFACE THA GENERAL NOTES CONSISTS OF RAISED TRUNCATED DOMES COMPLYING WITH- SECTION 4.29 OF THE TEXAS ACCESSIBILITY STANDARDS (TAS), THE 1. ALL SLOPES ARE MAXIMUM ALLOWABLE. THE LEAST POSSIBLE SLOPE THAT WILL SURFACE MUST CONTRAST VISUALLY WITH ADJOINING SURFACES, STILL DRAIN PROPERLY SHOULD BE USED. ADJUST CURB RAMP LENGTH OR GRADE INCLUDING SINE FLARES. FURNISH DARK BROWN OR DARK RED OF APPROACH SIDEWALKS AS DIRECTED. DETECTABLE WARNING SURFACE ADJACENT TO UNCOLORED CONCRETE, UNLESS SPECIFIED ELSEWHERE W THE PLANS. 2• LANDINGS SHALL BE A 5• X 5' MINIMUM WITH A MAXIMUM Zit SLOPE IN ANY 2. DETECTABLE WARNING SURFACES MUST BE SLIP RESISTANT AND DIRECTION. NOT ALLOW WATER TO ACCUMULATE. 3. MANEUVERING SPACE AT THE BOTTOM OF CURB RAMPS SHALL BE A MINURIM OF 3. ALIGN TRUNCATED COMES IN THE DIRECTION OF PEDESTRIAN 4' X 4• WHOLLY CONTAINED WITHIN THE CROSSWALK AND WHOLLY OUTSIDE TRAVEL WHEN ENTERING THE STREET. THE PARALLEL VEHICULAR TRAVEL PATH. 4. SHADED AREAS ON SHEETS 3 AND 4 INDICATE THE 4-MAXIMUM ALLOWABLE CROSS SLOPE ON SIDEWALK AND CURB RAMP IS 24 APPROXIMATE LOCATION FOR THE DETECABLE WARNING SURFACE FOR EACH CURB RAMP TYPE. 5. CURB RAMPS WITH RETURNED CURBS MAY BE USED ONLY WHERE PEDESTRIANS 5, DE DETECTABLE WARNING SURFACES SHALL BE A MINIMUM Of 24' IN UM OF WOULD NOT NORMALLY WALK ACROSS THE RAMP, EITHER BECAUSE THE ADJACENT SURFACE IS PLANTING OR OTHER NON -WALKING SURFACE OR BECAUSE THE SIDE pETEC IN THE DIRECTION OF PEDESTRIAN TRAVEL, THE FULL WIDTH OF THE CURB RAMP OR LANDING WHERE THE APPROACH 15 SUBSTANTIALLY OBSTRUCTED. OTHERWISE, PROVIDE FLARED SIDES. PEDESTRIAN ACCESS ROUTE ENTERS THE STREET. 6. ADDITIONAL INFORMATION ON CURB RAMP LOCATION, DESIGN. LIGHT RELECTIVE VALUE 6. DETECTABLE WARNING SURFACES SHALL BE LOCATED SO THAT THE AND TEXTURE MAY BE FOUND IN THE CURRENT EDITION OF THE TEXAS ACCESSIBILITY -EDGE NEAREST THE -CURB LINE IS A -MINIMUM -OF -6'• .AND A STANDARDS (TAS) AND 16 TAC 968.102. MAXIMUM OF V' FROM THE EXTENSION OF THE FACE OF CURB. DETECTABLE WARNING SURFACES MAY BE CURVED ALONG THE 7• TO SERVE AS A PEDESTRIAN REFUGE AREA, THE MEDIAN SHOULD BE A MINIMUM CORNER RADIUS. OF 5' WIDE- MEDIANS SHOULD BE DESIGNED TO PROVIDE ACCESSIBLE PASSAGE OVER OR THROUGH THEM. 7. ACCEPTABLE PAVER MATERIAL SHALL BE CLAY, VITRIFIED POLYMER COMPOSITE, PRECAST POLYMER CONCRETE. 8. CROSSWALK DIMENSIONS. CROSSWALK MARKINGS AND STOP BAR LOCATIONS SHALL BE AND CONCRETE. AS SHOWN ELSEWHERE IN THE PLANS. AT INTERSECTIONS WHERE CROSSWALK MARKINGS ARE NOT REQUIRED. CURB RAMPS SHALL BE ALIGNED WITH THEORETICAL CROSSWALKS, OR AS DIRECTED BY THE ENGINEER. 9. EXISTING FEATURES THAT COMPLY WITH TAS MAY REMAIN IN PLACE UNLESS OTHERWISE SHOWN ON THE PLANS. 10:HANDRALS ARE NOT REQUIRED ON CURB RAMPS. PROVIDE CURB RAMPS WHEREVER ON ACCESSIBLE ROUTE CROSSES (PENETRATES) A CURB. 11.SEPARATE CURB RAMP AND LANDINGS FROM ADJACENT SIDEWALK AND ANY OTHER ELEMENTS WITH PREMOLD OR BOARD JOINT OF 3/4" UNLESS OTHERWISE DIRECTED BY THE ENGINEER. 12. PROVIDE A SMOOTH TRANSITION WHERE THE CURB RAMPS CONNECT TO THE STREET, WARNING SURFACE ON SLOPING RAMP RUN 13. FLARE SLOPE SHALL NOT EXCEED 10Y MEASURED ALONG- CURB LIE. 1^M �4 SVV2-01 ---- GENERAL NOTES !PAVERS) Fr�2" FURNISH DETECTABLE WARNING PAVER UNITS MEETING ALL REOUIREM+NENTS OF ASTM C-936. C-33. LAY IN A TWO BY TWO 5' x 5' -{- 2%1: UNIT BASKET WEAVE PATTERN OR AS DIRECTED. g c LANDING (a Z'Z c .8 a LAY FULL-SIZE UNITS FIRST FOLLOWED BY CLOSURE UNITS CONSISTING OF AT LEAST 25 PERCENT OF A FULL UNIT. CUT DETECTABLE WARNING PAVER UNITS USING A POWER SAW. °OE �'�' 4 0000. 2 LandeHg ° 0 0 0 O r ao a ��� Detectable warns!? NO.3 REBAR AROUND PAVER INSET F� <t Lu Pover with trVnGafed 4-Max dome surface Ma DETECTABLE WARNING P4 VER and used P T DETECTABLEWARMN A R WITH G PAVER T AT SU R C EO DOME SU ACE EXPANSION RFACE �/�� con ivy w ,SIDE FL 1:10 SLOPE O c A ' :: i :::; :.::: ; , A tI de ore E (Typico0 1- MORTAR BED -SHALL CONFORM TO SIDE FLARE APPLICABLE SPECIFICATIONS (TYP) CONTROL ,NOWT PERMISSIBLE Mr N iv TYPICAL) ,x:w 6' W Face of WDTH (TYPICAL) C. (TYPICAL) (TYPICAL) curb of TRUNCATED DG�AMPAI TE" MN. 4" No. 3 REM AT - TYPICAL AlMB TI ATORY RAMP '/ CIIX13 XAMP 18" (MAX,) ON -CENTER BOTH WAYS TOASP�ICAOBNLER5ICIF CATi.1SONFORM } FLARED WINGS DETECTABLE WARNING PAVER SEG"170NA A o � � SW2-02 SW2-03 �...� F, V w h� rO 1+1 r"1 H 2 TO STREET TO STREET / TO STREET ,th �yj Tp�' N N ryy `��� y N y+ +V / y y �// + y + y PROPERTY LINE PROPERTY PROPERTY DETECTABLE WARNI-- LINE i / WAR�TABLE LIN � / DETECTABLE RNING SURFACE N 8' SIDEWALK + y� - SURFACE N'N' " ' +++ y _ SURFACE ' y + R i z b'SIDEWAIK AMp*M2011. 1102 E AMP* 5 SIDEWALK o f:`2�i U; .�*II�� 142 `-t/ SLOPE 3• EXPANSION JT. & 3' EXPANSION JT. & SMOOTH DOWEL BAR. SMOOTH DOWEL BAR, EXPANSION JT. & 1/2" DIA. X 16", WITH CAP 6 1/2" DIA. X 16", WITH 0 BACK OF CURB SMOOTH DOWEL BAR, 1/2"CAP CIA. X I6'•, WITH BACK OF CURB 6' (COATED W HEAVY GREASE) BACK OF CURB 6 (COATECAP D W/HEAVY GREASE) 6' MIN. CAP O 12" O.C. (COATED W>HEAVY GREASE) 8' SIDEWALK AMBULATORY RAMP 6' SIDEWALK AMBULATORY RAMP r' SIDEWALK AMBI TLATORY RAMP AT STREET INTERSECTION & DRIVES AT STREET INTERSECTION & DRIVES AT STREET INTERSECTION & DRIVES SW3-03 SW3-04 SW3-0 CITY OF BRYAN The Good I ik, TCA-,U St1C." DRAWN BY: C.L.M. DATE: 01-01-09 SCALE: N T S APPROVED W. P. K. FIGURE , a w SHEET 1 OF 1 NOTE: GENERAL NOTES: 2 1, VALVE EXTENSION TO BE USED 1. FINELY DIVIDED ]EARTH FREE OF ROCK, LUMPS AND CLODS EXCEEDING 6" �.� 24" X 24" X 6" ONLY WHEN TOP OF GATE VALVE SHALL BE PLACED BY HAND. AND COMPACTED AROUND THE CAST IRON PPE 28-DAY CONCRETE IS DEEPER THAN 5 FEET FROM TO A DEPTH OF 12" OVER THE TOP OF THE PPE BEFORE BACKFILL IS BEGUN FINISHED GRADE STANDARD FIRE GATE V STRENGTH - 2000 psi BY ANY MECHANICAL EOL04ANT. W/VALVE BOX p WTiH ■4 BAR AROUND 2. ALL VALVE OPERATING NUT 2, ALL CONCRETE BLOCKING SHALL BE- 28 DAY CONCRETE STRENGTH - 2000psi. WATER LINE �_•_, _) ALL VALVE BOX. EXTENSIONS ARE TO BE MADE AS REQUIRE + n OF STEEL SIZED AS NOTED 3. ALL THRUST BLOCKING SHALL PROVIDE A MINIMUM OF 2 SQUARE FEET OF AND PAINYEO WiTH TWO cl) BEARING AREA OF CONCRETE ON UNDISTURBED SOIL. OR AS DIRECTED BY COPPERHEAD SNAKEPIT TEST COATS OF METAL PAINT. THE ENGINEER. TEE OR TAPPING SLEEVE 'MIN STATION tLIGHT DUTY) OR 3. EXTENSIONS SHALL E A MINIMUM 4. WATER MAINS WILL NOT BEFULLYPRESSURIZED UNTIL CONCRETE HAS & VALVE AS REOLNRED APPROVED EQUAL OF ONE (i) FOOT LONG. REACHED 7 DAY STRENGTH. AS COPPERHEAD SNAKEPIT TES APPRi1O Ei) QUAQUTY) OR t : A AWWA C900- PRESSURE PPE 14 go.INSULATEO COPPER TRACER WIRE WALL SPLICES MADE USING APPROVED WATER TfnWT CONNECTORS 4, VALVE BOX LIDS LOCATED ON 5. ALL PiPE WILL BE LAID SO AS THE ENTIRE BARRELL WILL HAVE FULL REQUIRED 1 VALVES TO ISOLATE FIRE BEARING ON THE. FINE GRADED TRENCH BOTTOM. BELL HOLES SHALL t SUPPRESSION LINES FROM PUBLIC BE CUT FOR EACH ELL AND FIRE HYDRANT. WATER LIVES SHALL BE AAIPro USA.LL562 LOCKABLE LI). 6. ALL FITTING SHALL BE MECHANICL JOINTS UNLESS OTHERWISE DIRECTED. ANCHOR 90■ E 7. HYDRANTS SHALL BE LOCATED NO CLOSER THAN 3 FEET MEASURED FROM STANDARD FIRE HYDRANT GATE VALVE THE -BACK .OF -CURB TAD .THE FACE -OF .THE STEAMER ON .THE -FIRE .HYDRANT. W/VALVE BOX 3 VALVE BOX PER SPECS WITH BOX VALVE BOX PER SPECS. STANDARD FIRE HYDRAN a EXTENSION AS NEEDED 2" SQUARE AWWA NUT EXTENSION WITH A,- FINISHED GRADE �A + 3 ENTERING COLLAR. TERMINATE 4' TQ 5' .. FROM TOP OF BOX. A BURY LINE AS RED* FIRE HYDRANT LOCATION 2" SQUARE AWWA NUT EXTENSION WITH ! CENTERING COLLAR. REALIGN AS NEEDED TERMINATE 4' TO 5" FROM TOP OF BOX. s' STO. 6" D.I. OR C909 PIPE v SSVALVES 6" MJ ANCHOR STO.GATE VALVE MIITt�i COUPLING W/STAINLESS CON I BETE > n STEEL BOOTS BLOCKING I PEA GRAVEL - FILL . 'b I' 24" X 24" X 6" TO tFT,ABOVE WEEP HOLE 28-DAY CONCRETE PVC OR D.I. PIPE 1 ( STRENGTH . 2000 psi WITH ■4 BAR AROtRND Bi,OCK -AS .DIRECTED. MIN. DIMENSION APPROX. EQUAL TO ONE BAG OF SACKRETE GATE VALVE & BOX Wl- 2" SQUARE x 2" HIGH / OPERATING NUT VALVE OPERATI EXTENSION OUT SQUARE SOCKET 2" OIA INSIDE 21/4" DEPTH TWO 3/8" SET SCREWS ON (1/8" MINWALL EITHER SIDE TO LOCK THE THICKNESS) ARE TOINBE (FLUSH SCREWS OUTSIDE EDGE OF BOTTOM SOCKET. GATE VALVE EXTENSION W1-0I .. .,� TtII)ST BLOCK ALL. VALVE BOX. TEE OR TAPPING BLOCK USING 12"02"x4" SLEEVE & VALVE CHANiCAL JOINTS I PRECAST CONCRETE AS REQUIRED WITH SET SCREW RETAINER GLANDS BLOCK Vff TVA i`�jA - A OR MEGA LUGS 6" X 12" GRADELOK BLOCK AS DIRECTED W/M.J. SPLIT GLANDS (ROTATE TO FINAL GRADE) OPTIONAL STANDARD FIRE HYDRANT ASSEMBLY Tt -02 STAT1pNHtLHAD TOtIiPY)tST V< REFER Tp TECHNICAL SECTION 09 03 12 COAT LID WITH APPROVEDQUAL FOR TRACER WIRE INSTALLATION BLUE ENAMEL PAINT COPPERHEAD SNAKEPIT TEST AST VED(LEQUADUTY) OR GROUND LEvEL� r i METAL DETECTOR TAPE MIN. TYPICAL UTILITY PIPE L 11 1 *TRACER WIRE MUST BE INSTALLED DIRECTLY ABOVE THE PPE AND SHALL BE TAPED TO THE PIPE AT W INTERVALS. UTILITY PIPE LOCATION MATERIALS /_METAL DETECTOR TAPE LOW VOLTAGE DIRECT BURIN. ELECTRICAL WIRE CONNECTOR TYPICAL UTILITY PiPE DEAD END- TRACER WIRE SNAILD I COIt T Y SENCU FUTURE CONNECTIONS W I -03 PIPELINE MEGALUG OR A - NOTES: WARNING SIGN MAIN LINE SETSCREW RETNNER 1. FURNISH AS SHOWN ON PLANS BLACK AND ON ALL VALVE SIGN POSTS. UNOISTUNBEO TEXT �� WAR.NING TO EA. STEE CONSTRUCTED 2•. ROM 20 D -GS DIRT" ENAMEL FINISH. FURNISH ONE 9 24" MIN. RGRMO PPELIIEWARNING AND NE VALVE SIGN .s ti s• CONTACT THE OTY AND ONE POST FOR EACH VALVE- '� yr END OF LINE BEFORE EXCAVATING INSTALLED AND AT OTHER I WATERLINE I CAP/PLUG YELLOW 7 LOCATIONS AS SHOWN ON PLANS, FURNISH SAME NUMBER OF h BACKGROUND 14" REPLACEMENT SIGNS AS FOR EACH OR CROSS i VALV INSTALLED (OMITTING VALVE NUMBER ON VALVE SIGN BLANK) .,.t BEDDING SAND 7, NO. {NOT A SEPARATE PAY ITEM) 3' X 3' X 6' 2" BLACK PRESSURE CONCRETE SLAB A TO BE ADDED AFTER 24- WHITE 10"-� BASIC SiGN HAS BEEN MIN- PLAN VIENr BACKGROUND. PAINTED. MJ PLUG PIPELINE WARNING SIGN UNDISTURBED DiRT COMPACTED SELECT FILL `- VALVE IDENTIFICATION SIGN �S' MEGALUG 4'-p" "N BLUE.. HEAVY DUTY, WING VALVE BOX AND SHAFT EXTENSION PPE CHANNEL POST 4'-0" CAST IRON VALVE BOX COVER 2' X 4' X 6" rm CONCRETE SLAB 2'X 4'X 6" CONCRETE SLAB 4'- 0" NOT GREATER * THAN 4 5■ K F IL AMERICAN FLOW CONTROL TRENCH 6" DIP W/RETAINING GLAND' �P CONCRETE ADAPTER OR ANAPPROVED EQUAL AT BEND AND PLUG. SECTIONA A % e NOTE: DIMENSION FOR CONCRETE VARIES WITH WATERLINE SIZE THRUST BLOCK NOTE RESTRAINED JOINT 5" M. J. ELL PILLED ON COMPACTION WITHIN LIMITS W/THRUST BLOCK UNDISTURBED SOIL INSTALL ANCHOR COUPLING OF ASSEMBLY SHALL BE 95Z AND REDUCER AS REQUIRED END OF LINE BLOCKING STANDARD DENSITY PER IN -LINE BLOW OFF ASSEMBLY ASTM 0698 V'�T3-00 W3-01 NOTES I. EMBED COPPER LINE IN TAMED SAND FROM BRONZE INSECT SCREEN r"-- GALV_ELL UNDISTURBED SOIL TO 6" ABOVE AND ON BOTH W/S.S. HOSE CLAMP 1 I REMOVE AND DISCARD SIDES OF COPPER PIPE. -- GALV.NI�PLE ��/' 1 AFTER USE MJ PLUG 2.PAYMENT FOR BID ITEM OF "AIR RELEASE VALVE" AIR RELEASE/VACUUM i r` VALVE BOX AND SHAFT EXTENSION EXIST. GRADE SHALL INCLUDE ALL MATERIALS. AS SHOWN IN BREAKER VALVE 2" METER BOX WITH I 1 4'-0" CAST IRON VALVE BOX COVER DE7AML, INCLUDING MAIN LiNE TAPPING SADDLE, VALMATIC MODEL 101 t1") CAST RON LID r I SCH. 40 GALV. PPE 1 / �2'X 4' X 6" CONCRETE SLAB 3. PIPE SIZE SHALL BE i" OR 2". OR MODEL 102 (2") OR N 4.SIZE OF LIES AND VALVES MAY BE MODIFIED BY APPROVED EQUAL 1I AFTER BLOW -OFF I1 THE ENGINEER HOT -BOX POLY ROX I INSTALL MALE QUICK AMERICAN FLOW CONTROL MODEL OHIO 0") WITH EXIST. GRADE � CONNECTION & CAP TRENCH ADAPTER TRENCH HEAT OR MODEL PHR2 (2") AN APPROVED WITH HEAT OR APPROVED 4" APPROVED EQUAL EQUAL c sue- BRASS BALL VALVE PIPE MATERIAL _,-MJ TAPPED CAP 4" X 3' X 3' CONCRETE PAD (FOR 1" PRE) P 4" X 5' X 3' CONCRET PAD (FOR 2" PIPE) BRASS THREAD PIPE WATER � IRON PIPE THREAD MAiN COMPRESSION FITTING BRASS ELL J TAPPED GAP AND BALL GATE VALVE CONCRETE&LOCKING TO WATER ! 4- M. J. ELL PLACED ON CEQNCRETEOCKIVG TO TYPE "K" .COPPER TUBING BE IN ACC WITH DETAIL W3 MAN UNDISTURBEO SOIL ICIN ACCC ANCE WITH DETAIL W3-00 xz BRASS APPLE 4" END OF LINE TAPPING SADDLE W/ �/ CORPORATION STOP. 2"BLOW-OFF RISER BLOW -OFF AIR RELEASE VALVE & VACUUM CHECK VALVE Nt73-02 W3-03 W3-04 NOTE:USE POLYETHYLENE WRAP .OR EQUAL BETWEEN CONCRETE & PLUG TO PREVENT CONCRETE FROM STICKING TO PLUG. d t] TEE SCHEDULE ti) ca THRUST umu G U t A UU VOLUME Ic TJ 4.6.51 5.1 t. 0.3 10 i 11.3 11,513.5 0.6 TEE THRUST BLOCK THRUST BLOCK NOTES: 1. ALL CALCULATIONS ARE BASED ON INTERNAL PRESSURE OF 200p�FOR 24•' AND SMALLER INNER DIAMETER PIPE. 2. ALL BEARING SURFACES OF THRUST BLOCKS SHALL BE PLACED AGAINST UNDISTURBED EARTH OR ROCK. 3..CONCRRETE :FOR :BLOCKING SHALL'' BE 2000 psi, 4, DIIENS10N5 MAY E VARIED AS 'REQUIRED BY FIELD WHERE AND AS DIRECTED BY THE ENGINEER, THE VOLUME OF CONCRETE BLOCKING SHALL NOT BE LESS THAN SHOWN HERE, 5. WATER MAIN SHALL NOT BE PRESSURIZED UNTIL ALL CONCRETE BLOCKING HAS REACHED 1500psi. THRUST BLOCK DETAILS v-POUR CONCRETE AGAINST CONCRETE SHALL NOT mNv gTttRBFn FARTH EXTEND BEYOND JOINTS --- SEND SIZE A 8 C E G VOLUME aU UU UU UU U t tell 6' 8" 5.0 1.5 1.5 0.9 2.7 - 0.4 go. 10.12' 6.5 2.5 1.5 1.2 4.D 1.0 450 6 8" 2-0 2.0 1.5 0.9 1.5 0.2 012'• 3.5 2.5 1.5 1.2 2.2 0.5 6.8" i.5 1.5 1.5 0.9 0.8 0.1 22.50 10.12' 2.0 2.511.5 1.2 1..1 0.3 6.8" LO 1.5 1.5 0.9 0.4 0.1 11.25■ 10.12' 1,5 1.5 L5 t.2 NOTES: BRASS CURB STOP z 1. NO SPLICES IN COPPER TUBING WILL BE ALLOWED 4. MATERIAL USED SHALL 8E AS SPECIFIED OR AN WITH PLUG (REF) OR SINGLEESERV E OR SADDLE AND THESERVICECURB APPROVED EQUAL. r 5. ALL CONNECTIONS TO BE COMPRESSION TYPE. SADDLE AND THE WYE FOR DOUBLE SERVICE. � 6. ALL SERVICE WYES & EXTENSIONS ARE TO BE 2, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR INSTALLED WITH THE MAIN LINE CONSTRUCTION, _ _ _ _ 4- MIN,- _ - _ TO PRESSURE TEST LINE IMMEOIATELY AFTER THE STREET CROSSINGS HAVE BEEN INSTALLED. 7. METERS AND VALVE BOXES SMALL BE PLACED BY THE 3. MARK EACH SERVICE END WITH METAL -T'" POST CITY UPON PAYMENT OF FEE. PAINTED BLUE. 8.LOT CORNERS SHALL BE MARKED WITH A LATH UNDER IIIEWA A 3 THE SUPERVISION F A RPLS UPON COMPLETION OF CONSTRUCTION. DOUBLESERVICE ONC. CURB & GUTTER ///\ /i \\ !t \\ 2' MIN.-3' MAX. **SEE TECHNICAL SECTION 33 12 13 BALL VALVE -PAD-2' MIN. FOR MATERIAL REQUIREMENTS WITH PLUG (2 FOR ) 4' MIN, <14 APPROVED SERVICE SADDLES AYPE 'W' COPPER TUBING FOR DUCTILE AND PVC. OR TAPPED TEE FOR DOUBLE SERVICE) X t" BRASS WYE CORP STOP I (I FOR DOUBLE SERV,) 1" TYPE K COPPER TUBING (SINGLE SERVICE) t-V2" TYPE K COPPER TUBING (DOUBLE SERVICE) 1-1/2" CUT-OFF BEFORE WYE WATER LINE (SEE NOTE 1) NEW WATER SERVICE (SHORT :/L•VD LO)VC Sll.) ) 1 V2-01 -WATER STRUCTURAL SACKFILL AREA INCLUDES . PIPE ALL PAVED AREAS tSINEWALKS. STREETS. ALLEYS. ORiVEWAYS,AND PARKING AREAS) AND SHALL EXTEND 5'BEYOND THE CURB LIE. STRUCTURAL BACKFILL SHALL BE CEMENT STABILIZED (OPTION NO.2 IN W4-03) OR EXCAVATED SOIL COMPACTED TO 98V. MAXIMUM DRY DENSITY AS PER ASTM 0698 T WITHIN OPTIMUM TO •4X WET OF OPTIMUM (OPTION NO. 1IN W4-02) PIPE JOINT TYPICAL HORIZONTAL THRUST BLOCK N-V2-00 STRUCTURAL BACKFILL AREA NOTE* 1. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING SEE CITY STANDARD SPECIFICATION FOR WATER AND SEWER LINE CONSTRUCTION 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. 3. DRY BORING PREFERREO,WET BORING ALLOWED ONLY WHEN APPROVED BY THE CITY ENGINEER. 4. PIPE CROSSING A ROADWAY SHALL BE INSTALLED ABOVE THE MAIN IT TIES INTO 1MAtiM A BEND SUCH THAT THE CARRIER PIPE CAN BE PULLED ABOVE THE PARALLEL EE SLE 2'-0" IAN. ENCASEMENT 2'-0" MIN. OPEN CUT OPEN CUT WATER LINE LIMIT WIDTH OF PAVEMENT LIMIT GATE VALVE 37-0" MIN. SIDEWALK MAY. BE OPENO BY CUT DDIRECTED STEEL,CASING THE ENGINEER AS RQUIRED CARRIER PIPE TYPICAL URBAN CITY STREET CROSSING ORIGINAL GROUND IN FUTURE STREET W2-02 NEAREST BELL - JOINT (TYP. EA. ENO) J TrP-�I 4E- '� a. a t MR. CARRIER PIPE CASING SPACER i-PC. PULL -ON WATER TIGHT -NEOPRENE ENO SEAL W/ SiN. STL. CLAMPS "APS- OR "PSI" NOTE:- CASING SPACERS BAND CLAMP 4-RUNNER MN. (THRU 24'OIA AT SPRiNGLINE CASING) OR 6-RULER 1MN. t24"-42" OIA. CASING) STAINLESS PROVIDE 4 STL. TYPE304: 8'" WIDE BAND BURS Ai W/ POLYMER RUNNERS: CENTERED ■J� BOTTOM 4 4mll OR NON -CENTERED: CLEAR BELL, RESTRAINED FROM FLOTATION: iNSiAATEO: "APS. INC., MOD SS18" OR "CASCADE" STEEL CASING ADJUSTABLE TOP RUNNERS TO MAINTAIN t° MAX HR. MAX STEEL CASING 8" WINE BAND STAINLESS STEEL (TYPE 304) NEOPRENE INSULATION SLEEVE BETWEEN PPE AND BAND q.YMER RUNNER tTYP) r , CASING DETAIL 1 W2-03 r � NOTE: VALVE 1. FOR MORE INFORMATION ON WATER AND SEWER LINE' CROSSING SEE CITY ATE VALVE ,VE BOX STAtDARp SPECIf1CATtON FOR WATER AND SEWER LINE CONSTRUCTION r /VALVE BOX 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. 3. DRY IrOS 15 REQUIRED-4.. PIPE CBOSSING A ROADWAY SHALL E 9NSTN:LfOpAggOVETHE.MAINITTESINTOWITHA BENDSUCH THAT TIEGABBERPIPE CAN 8E PULLED ABOVE THE PARALLEL MAIN.rAPPING�.�REVS OR TAPPING ENCASEMENT SL UL SHODER VARIES A5 WATER LINE 5'•0" WIDTH OF PAVEMENT 5'•0" MIN. MIN. GATE VALVE 3'-0" BELOW pITGH FLOW LINE. PIPE STEEL CASING-1CARRIER TYPICAL RURAL STREET CROSSING 19MMI1W QA SELECT MATERIAL MATERIAL -EXCAVATED FROM THE DITCH. 6WHK:H IS FREE OF ROCKS, LUMPS, CLODS. OR DEBRIS LARGER THAN TWO 42) ORIGINAL GROUND OR INCHES IN THE LARGEST DIMENSION), COMPACTED TO A BOTTOM OF SUB -GRADE PLACE METAL DETECTOR MINIMUM OF 90X OF MAXIMUM DENSITY AS DETERMINED BY IN FUTURE STREET AREA PLACE METAL DETECTOR TAPE AT A MINIMUM OF 24- AREA ASTM 0698 (STANDARD) AT A MOISTURE CONTENT WITHINTAPE AT A MINIMUM OF 24' OPTIMUM TO •4/, OF OPTIMUM UNDER NON-STRUCTURAL ABOVE TOP OF PiPE ABOVE TOP OF PIPE AREAS Cie ... YARDS, PASTURES. ]EASEMENTS) AND TO A MINIMUM OF 98Z OF MAXIMUM DENSITY AS DETERMINED BY ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN QA SELECT MATERIAL OPTIMUM TM •4X OPTIMUM UNDER NEW STREET ANT PAVE{NT AR AS. ® SELECT MATERIAL 1 _ (K)CEMENT STABILIZED SAND ((MANUALLY GRANULAR MATERIAL B (MANUALLY �j CONSOLIDATES MATERIAL- SHALL- BE BANK RUN RIVER- SAND WHICH IS FREECONSOLIDATE AT OPTIMUMOF DETRIMENTAL QUANTITIES OF CLAY, DEBRLS, OR ORGANIC l AT OPTIMUM MOISTURE) MATERIAL AND WHICH. WHEN TESTED BY STANDARD MOISTURE) LABORATORY METHODS. MEET THE FOLLOWING REOIJIREM ENTS: 4„ MAXIMUM UOUID LIMIT 45 UNDISTURBED SOIL MAXIMUM( PLASTICITY INDEX 15 UNDISTURBED SOIL PPE MAXIMUM PERCENT PASSING NO.200 SIEVE 35 PPE O.D. MINIMUM PERCENT PASSING 3/4" SIEVE 100 0.0- THE MATERIAL SHALL BE FREE FLOWING AND WHEN WET.SHALL 6" MIN./12" MAX. NOT ADHERE TO FORM A BALL WHEN PRESSED IN THE HAND. 6" MIN_/12" MAX. OPTIONNO, 1 © CEMENT STABILIZED SAND 061YONNO. 2 BEDDING AND TRENCH FOR DI PIPE & PVC PIPE WITHIN NON-STRUCTURAL OR NEW PAVED AREAS 4-01 NOTES: 1. FOR BEDDING AND TRENCHING WITHIN ALL PAVED AREAS SEE DETAILS FOR OPEN CUT STREETS. 2. ALL EACCORDANCE WITHTION ANSIS /AWW STANDARDOF PVC PIPE S EIN FOR PVC PIPE. 3. ALL BEDDING & INSTALLATION OF DUCTILE IRON PIPE SHALL BE IN ACCORDANCE WITH ANSI/AWWA C150/A21.50 4. COMPACTION SHALL :BE ATTAINED BY .MECHANICAL 5, PRESENCE RELATIVE COMPACTION CULT ENGINEER.(ESTEO IN THE 6. OUST RESULTING FROM THE CONTRACTOR'S PERFORMANCE OF THE WORK. EITHER INSIDE OR OUTSIDE THE RIGHT-OF-WAY. SHALL BE CONTROLLED BY THE CONTRACTOR. 7. ALL TRENCHES SHALL BE BACK FILLED AND TEMPORARY PAVING QR PLAiiNG:PLACED AT THE £ND .OF EACH WORKING DAY. S. SEE "OPEN CUT DETAILS" ST4 -00. ST4 -01 & ST4.02. 9.EVERY 100 FEET PROVIDE A WATER STOP BLOCK COMPOSED OF CEMENT SAND OR NATIVE MATERIAL DEPENDING ON EMBEDMENT. BLOCK SHALL BE 6 FEET IN LENGTH. NO BEDDING SAND IN THIS AREA GENERAL NOTES: ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEQUATELY BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL GROWTH IS ESTABLISHED. iN DEVELOPED AREAS WHERE GRASS IS PRESENT, BLOCK SOD WILL BE REQUIRED. BARED AREAS SHALL BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE. APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR. ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RAIN. ESTABLISH4MENT .OF .VEGETATION .MAY _BE -A .WARRANTY .ITEM, CITY OF BRYAN 771e Good Life, Texas Style:` 4-02 DRAWN BY: C.L.M. DATE 01-01-09 SCALE- N T S APPROVED: W.P.K. FIGURE: SHEET 1 OF 1 NOTE: MANHOLE BASE SHALL BE PLACED ON FiRM SUBGRAOE. ADDITION OF CEMENT STABILIZED SAND OR GRAVEL MAY BE REQUIRED TO STABILIZE FOUNDATION. SECTIONA -A -STANDARD CLEANOUT STANDARD CROSS VARIES NOTES: 1. A MAX. OF 4 AND A MIN. OF 2 THROAT RINGS 4. MANHOLE LOCATION AND COMPACTION AS FOLLOWS: SHALL BE USED AT EACH MANHOLE IN NEW LOCATI COMPACTION REOL4REMENT OR EXISTING RIGHT-OF-WAY. PAVEMENT - - - - - - - - 98 X STANDARD PROCTOR - ASTM 0 698 2. USE ADEKA SEALANT OR- ADJUSTMENT EQUAL LANDSCAPE AREA--- 90 Z STANDARD PROCTOR - ASTM D 698 BETWEEN RING/COVER, AD,)USi1w1ENT RINGS AND CHIMNEY OR CORBEL/CONE SECTION. 5, NO RINGS ARE REQUIRED OUTSIDE OF 3. MANHOLE BASE THICKNESS AND FOUNDATION STREET RIGHT-OF-WAY AS FOLLOWS: 6. IN FLOODPLAINS OR AREAS OF CONCENTRATED MANHOLE DEPTH (FT.) BASE THICKNESS FLOW, THE CONE SHALL EXTEND 1 FOOT ABOVE THE BASE FLOOD ELEVATION OR A BOLT DOWN 0 - t2 _ _ _ _ _ _ _ _ _ _ • 8" WATER -TIGHT RING AND COVER SHALL BE USED, 12 AND OVER _ _ _ - - - - - - 12" VENTED WHERE REQUIRED. 7. WARNING SIGN ONLY To BE PLACED WHERE SEWER CROSSES OPEN FIELDS. STO.DUCTLE IRON MANHOLE COVE AND FRAME (30" CIA. OPENING) OR EOUAL 12" MAX- SEE NOTE I „ -'` SEE NOTE L MANHOLE DIA. MAIN SIZE 4 FT (i8in. 5 FT 118in. (301:. 6 FT Min. SEE NOTE 7. SEWER SKIN w__ MANHOLE SIGN '"- (SEE DETAIL S3-0) UP LARGER 210" 2'-6" PRECAST REINFORCED 2'-6" CLASS "A CONC. CONC.MANHO.E SECT. " VARIES 3000 PSI IN 28 DAYS ASTM DES. C-478 VARIES BACK FILL AROUND MH SHALL DUTY, HEAVY - VARIES (SEE TABLE) BE AS PER NOTE 4. WING CHANNEL NNEL POST VARIES PLUG g" , 5•' MINT., (SEE TABLE) .' RUBBER -GASKET JOINTS �� dT INSDEpAT ALL JOINTS 9 ''-INVERT - 3/4 DIAMETER OF PIPE PLUG TO 24" 24" AND n 6" MIN. T STANDARD CROSS 4 3" 2'-0 SHALL BE FULL DEPTH INVERTS. vARRs fi 3„ o • �� BASE A ;. vAs A WATERSTOP-PIPECONX •4 BARS ANT 1a 90-. AND MANHOLE ADAPTER SEAL. -4 BARS, 8" O.C.E.W. 90` AND /YR S 90•. BEND OR APPROVED EQUAL. WATERSTOP-PIPECONX )� 6" MIN TIED TO WALL AND BASE. (2 REDID) NOTE: DEPTHS GREATER THAN 12 MANHOLE ADAPTER SEAL, SEE BASE:�t.:: �, •:.� • , e . ; • WILL REQUIRE 2 MATS OF OR APPROVED EQUAL. •4 BARS. 8" O.C.E.W. REINFORCING STEEL IN THE (2 RE013) NOTE= DEPTHS GREATER THAN t2' NOTE FOUNOATIO / ////�/��` / BASE. WILL REOUIRE 2 MATS OF REINFORCING STEEL IN THE BASE. -4 BARS. 8" O.C.E.W. -- DEPTHS WATERSTOP-PIPECONX CASTIXPIACTMANHOLE PRE-GAST�tIANHOLI, MANHOLE ADAPTER SEAL. ' � r GREATER THIN 12 FEET WILL REQUIRE OR APPROVED EQUAL. 2. MATS OF REINFORCING STEEL IN- THE (2 EQ' R0) BASE STANDARD DROP MANHOLE STANDARD MANHOLE NOTE: CAP CLEAN -OUT AT BLIND FLANGE ON -RESTRAINED JOINT FOR FORCE "MAINS. S I -f02 PVC CROSS NOTES: PVC PLUG WITH HALF MOON( 1. r DIA. "STARTER" HOLES SHALL. BE. DRILLED THROUGH WALL. OF C14ST•IN=PLACE MH PPE 0.0. EXISTING MANHOLE SPACED 3" APART CENTER TO CENTER. CUT OUT OF ii - TO FORM REMOVE INVERT AS REQUIRED SEE DETAIL tSTO) FOR CAM HALF THE PIPE DIA. -4" AND NEW INVERT FOR NEW AFTER "STARTER" HOLES HAVE BEEN INSTALLED AND APPROVED CONSTRUCTION OF MH PERPHIERAL LINE. NEW INVERT SHALL BY A CITY INSPECTOR, THE CONTRACTOR SHALL BEGIN REMOVING "STHE CONCRETE INSIDE THE PERIPHERAL "STARTER" HOLES. TARTER" HOLES HAVE SMOOTH TRANSITION ME NOTE t.) INTO EXITING INVERT. REWORK CONCRETE SHALL 8E REMOVED WITH PNEUMATIC NAND TOOLS. PvC PPE ONE SIZE EXISTING INVERT AS :REQUIRED. 2, THE NUMBER OF REBAR DOWELS SHALL VARY WITH SIZE OF GROUT Y SMALLER THAN OPENING. REBAR SHALL NOT BE SPACED MORE THAN 12" CC. PPE INLET 3. WATERSTOP SHALL BE INSTALLED IN STRICT ACCORDANCE WITH I.3/4" STAINLESS GA OPENING CREATION DETAIL NQpNN-5HIRINK MANUFACTURERS REQUIREMENTS. SEE H;AN IXH P((t>F� P PFE ' STEEL BANDS GROUT sPHZE, TYPE ANp(vLEv t tTYP) 4. CONCRETE SHALL BE 3.000 P.S.I. 5/8- STAINLESS STEEL 45° ELBOW SYNKO-FLEX PREFORMED BOLTS W/ EXPANSION) (TURN W/FLOW CONCRETE r-0 PLASTIC ADHESIVE ANCHORS S G ROUT tN 'PLACE)-WATERSTOP, OR APPROVED (TYPO •3 REBAR tt4" LONG) EMBED AND EQUAL, (SEE NOTE 3.) DDE EPDXYED INTO MANHOLE WATERSTOP - PPECONX SET ELEVATIONEO1AA1 TO 1 WALL 3". (SEE NOTE 2.) MANHOLE ADAPTER TOP OF LARGEST PIPE IN �E txt PROFILE FHFH TINE t PP SEAL. EQUAL. L. (2 ROR REE00 APPROVED TYPE ANp NV ELEv t CONNECTION DETAIL SECTION VIEW CHANNEL FD IN CBASE 1"MANHOLE -CONNECTION DETAIL B-] ORMIEtNNC. INSIDE DROP MANHOLE si-011 a STANDARD MANHOLE TIE-IN NOTE: t. WHERE DOUBLE WYE SERVICE ELEVATION IS LESS THAN 2'-7" BELOW PROPOSED BACK•. OF CURB, MIN. SLAB ELEV. MtUST BE SET TO ALLOW SANITARY SEWER SERVICE. 2. MAR)( EACH SERVICE END WITH METAL. -T- POST PAINTED GREEN_ 3.ALL SERVICE-CONNECTIONNS WITHIN .THE :R•:O-W SHALL -BE ASTM .03034 SOR26 WITH -GASKETS. 4. ALL SERVICE CONNECTIONS & EXTENSIONS ARE TO BE INSTALLED WITH THE MAIN LINE CONSTRUCTION. 5. A CLEAN OUT IS REQUIRED AND WILL BE INSTALLED BY THE PLUMBER AT THE ROW FOR EACH SERVICE. 6. CQNTISTRUCp SHALL BE MARKED WITH A LATH UNDER THE SUPERVISION OF A RPLS UPON COMPLETION OF SIDEWALK 1 3.5`MAX. (SEE NOTE 1.) I. t 2:0' 2' PVC (SEE NOTE 3) STO.45°PVC BEND WATER LINE (MIN. W BURY) D DESIRABLE CURB It GUTTER /ASTM 03034 SDR26 PIPE STD. PVC COUPLING W/GASKETS 01.OZ MIN. (PPE IS NOT TO BE PLACED HORIZONTALLY) PROFILE SEWER SERVICE LINE CROSSING INVERT /1"N CONNECTION DETAIL SECTION VIEW S1-03 c... c..mv.. NEAREST BELL (SEE M mwc I rr (SEE CAP NOTE 3I JOINT (TYP. a.� 2.0' r EA. END) PvC WYE WITH cc PVC CAP W (SEE NOTE 3) 1 Rig a� - - 8- TYP-3 art•- - T IA/, CLR. STEEL CASING 13 CARRIER PIPE CASING SPACER a I -PC. PULL -ON WATER -r TIGHT NEOPRENE END ADJUSTABLE TOP RUNNERS SEAL W/ STN. STL. TO MAINTAiIN r MAX CLR. PLAV CLAMPS "APS" OR PSr wa (TYPICAL) SEE NOTE 5 NOTE: CASING SPACERS BAND CLAMP STEEL CASING 4440"R MN. (THRU 24' OIA AT SPRWGLINE 8" WIDE BAND STAINLESS SIDEWALK CASING) OR 6-RUNNIER MIDI. STEEL (TYPE 304) (24"-42" DW.CASNG)STAINLESS PROVIE 4 / \ I STL. TYPE304H 8- WOE BAD RUNNERS AT NEOPRENE INSULATION SLEEVE / W/ .P.OLYMER . RS:.CENTERED ♦S" BETWEEN -PIPE AND -BAND ' .NOWCENTERED::CL£AR :BELL. BOTTOM H�1 3.5' MAX. OR AS DESIGNED RESTRA WD FROM FLOTATION. POLYMER RUNNER (TYP) "MPS, INC., MOD Ssts" (SEE NOTE L) OR "CASCADE" ORINS-CASCADE- CASING DETAIL S3-0I PVC (SEE NOTE M-7 TEE WYE SERVICE FITTING (SEWER WYE AND V8 BEND) EWER LINE NOTES_ 1. FURNISH AS SHOWN ON PLANS AND/OR AT EACH MANHOLE WHERE BLACK SEWER LIE CROSSES OPEN. FIELDS TEXT -� W AR N I N 2' FROM 20 GA. CONSTRUCTED BAKED ON 10" ENAMEL FINISH. FURNISH ONE UNDERGROUND SEINER ONE -SIGN -AND ONE .POST CONTACT THE CITY FOR EACH MANHOLE INSTALLED BEFORE EXCAVATING ACROSS OPEN FIELD AND AT OTHER YELLOW LOCATIONS AS SHOWN ON PLANS. BACKGROU FURNISH SAME NUMBER OF t4" REPLACEMENT SIGNS AS FOR EACH rg. Creeki INSTALLED (OMITTING MANHOLE MANHO E NUMBER ON MANHOLE SIGN) VAIN (NOT A SEPARATE PAY ITEM) 7" NO 5" NON- S Y o • ' MATERIAL N 2" BLACK PRESSURE SENSITIVE NUMBERS 3 BARS Q 18'• 1 TO BE ADDED AFTER 6 WHITE K)"T BASIC SIGN HAS BEEN BACKGROUND. PANTED. SEWER LINE W/ CASING TYPICAL CONCRETE SEWER WARNING AND MANHOLE. IDENTIFICATION SIGN 53-0 2'-0" MIN. MACHINE BORING 2'-0- MIN. OPEN CUT tTU1N<NELING) OPEN CUT LIMIT LIMIT WIDTH OF PAVEMENT 31-0" MIN. SIDEWALK MAY BE OPEN CUT OR BORED AS .DIRECTED BY STEEL CASING THE ENGINEER AS REQUIRED CARRIER PPE NOTE: 1. FOR MORE INFORMATION ON WATER AND SEWER. LINE CROSSING SEE CITY STANDARD SPECIFICATION FOR WATER AND SEWER LINE CONSTRUCTION, 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. _3..DRY .BORING .PtREFERRED..WET :BORING .ALLOWED ONLY VH EN APPROVED BY THE CITY ENGINEER. TYPICAL URBAN CITY STREET CROSSING T SHOULDER SHOULDER VARIES VARIES 5'-0" WIDTH OF PAVEMENT 5'-0" MIN. MIN. 3•-0" 8ELOW DITCH FLOW LINE. STEEL CASING CER PIPE ARRI NOTE: 1. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING SEE CITY STANDARD SPECIFICATION FOR WATER AND SEWER LINE CONSTRUCTION. 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. 3. DRY BORING IS REQUIRED. TYPICAL RURAL STREET CROSSING 4" PVC EXTENSION NOTE: WIPVC CAP (SEE NOTE 3) 1. WHERE DOUBLE WYE SERVICE 2'0' ELEVATION IS LESS THAN 2'-7" PVC WYE WITH BELOW PROPOSED BACK OF PVC CAPi ��., CURB, MAN. SLAB ELEV. MUST (SEE NOTE 3) C- ow BE SET TO ALLOW SANITARY I SEWER SERVICE. 0. A 2. MARK EACH SERVICE,END WITH METAL -T- )POST PAINTED GREEN. 3. ALL MATERIAL SHALL BE ASTM 3 IO 03034 SDR26 W/ GASKETS 4. A CLEAN OUT IS REQUIRED AND WILL BE INSTALLED BY THE PLUMBER AT THE ROW FOR EACH SERVICE. STO.45° STACK - VARIES IN HEN TEE WYE SERVICE FITTING (SEWER WYE AN] 1/8' BEND) SEE NOTE 4 PLAN R-O-W-OR EDGE OF E - VARIES 3.5' MAX. I (SEE NOTE 1.) PVC (SEE NOTE 3) I (MIN :1Z SLt3PE) STD,450 BEND SEE NOTE R-O-W OR EDGE OF VARIES 3.5' MAX. (SEE NOTE 1.4) PVC (SEE NOTE tMNN. tX SLOPE) SEE NOTE 4 TEE WYE SERVICE FITTING SSEWER TEE) STANDARD CONATECTIOiV PROFILE SANI rARY SEWER SERVICE CONNECTION S2-00 NOTES: 1. EACH PIER SHALL BE COMPLETED IN A SINGLE CONTINUOUS POUR. 2. CHAMFEREDGES3/4-, 3. CONTRACTOR SHALL CONSTRUCT CONCRETE PIER TO A MINIMUM DEPTH OF W OR TO A'..DEPTH WHERE A GOOD BEARING SOIL IS ENCOUNTERED. 4. ALL SHAFTS SHALL BE BORED VERTICALLY PLUMS WITHIN 2" TOLERANCE. 5. ALL INFORMATION SHOWN IS CITY MINIMUM. ALL PIERS SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER. PIER OIA, AS SHOWN a ON:PLANS D G G SECTIONA A # 4. BAR HOOPS. 12" O.C. 3" CLEARANCE MWNINMUM PIER DIAMETER VERTICAL STEEL #5 BARB 16., 8 24- 12 26" 14 30" 16 42" 24 PLAN GENERAL NOTES: METER 80X OR STANDARD� CLEAN -our BOOT BY AREAS WHERE EXISTING VEGETATION AND CRASS COVER HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEQUATELY BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL GROWTH. IS. ESTABLiSOIED.. IN DEVELOPED AREAS WHERE c GRASS IS PRESENT, BLOCK SOD WILL BE REOUIRED. BARED AREAS SHALL BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE. APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ENTIRE TIME THAT EARTH HAS BEEN SARED.BY-CONSTRUCTION .AbID SHALL STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR. 6!, CLEAN tH)T STACK ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER DIP OR PVC \-FOR EARTH, SEE BEOOtG EVERY. RAIN. AND TRENCH DETAIL ESTABLISHMENT OF VEGETATION MAY BE A WARRANTY ITEM. ;T STRUCTURAL BACKFILL AREA INCLUDES ALL PAVED AREAS (SIDEWALKS. STREETS. ALLEYS, \\� K TAD SHALL F�E EXEND5'BEYOND THE CURB LOC.STRUCTRAL CEMENT STAB9IZE0 FOR BACKFILL SHALL BE CEMENT STABILIZED (OPTION SAND AS SHOWN. NO. 2 IN S2.02) OR EXCAVATED SON. COMPACTED B/C j 5' NOT LESS THAN 3" TO 98Z MAXIMUM DRY DENSITY AS PER ASTM 0698 WITHIN OPTIMUM TO -4Z WET OF OPTIMUM V, 1 tOPT10N -NO. 1 IN -S2-02) t PAVEMENT AREAS 45° BEND 7 7717B/C •Sf(JEWALK STANDARD CUIAN 5' OUT FA OR. MAIN. I,I11IE STRUCTURAL BACKFILL AREA 52-01 S2-03 ® SELECT NATIVE MATERIAL ORIGINAL GROUND IN MATERIAL EXCAVATED FROM THE DITCH, (WHICH IS FREE OF %FUTURE STREET AREA ROCKS, LUMPS, CLODS. OR DEBRIS LARGER THAN TWO (2) INCHES IN THE LARGEST DIMENSION), COMPACTED TO A MINIMUM OF 907 OF MAXIMUM DENSITY AS DETERMINED BY -rr -.: y -_ ., Kam" � � : ( SELECT MATERIAL ASTM 0698 (STANDARD) AT A MOISTURE CONTENT WITHIN OPTIMUM TO -4Z OF OPTIMUM UNDER NON-STRUCTURAL �- ® SELECT MATERIAL ©CEMENT STABILIZED AREAS (ie...YARp$, PASTURES, EASEMENTS) AND TO A 12" MIN. SAiD MINIMUM OF 987 OF .MAXIMUM DENSITY AS DETERMINED ®(MANUALLY 12" MIN 8Y ASTM D69$ (STANDARD) A7 A MOISTURE CONTENT WITHIN G%, B MMANUALLY OPTIMUM TO -4Z OF OPTIMUM UNDER NEW STREET AND ATNOPTIMUM % CONSOLIDATE PAVEMENT ALAS. MOISTURE) AT OPTIMUM 6" BELOW MOISTURE) GRANULAR MATERIAL- PPE. BELL 6" BELOW MATERIAL SHALL BE BANK RUN RIVER SAND WHICH IS FREE 0 0 f j UNDISTURBED SON. � BELL OF DETRIMENTAL OUANTITIES OF CLAY, DEBRIS, OR ORGANIC PIPE IE- �� UNDISTURBED SON. MATERIAL AND WHICH. WHEN TESTED BY STANDARD 0.0 PPE LABORATORY METHODS. MEET THE FOLLOWING REO]UNREMIENTS PLACE METAL DETECTOR 0 D. MAXIMUM LIQUID LIMIT 45 6" 'MIN./t2" MAX. TAPE AT A MINIMUM OF 24" 6" MIN:/12" MAX. MAXIMUM PLASTICITY INDEX 15 ABOVE TOP OF PIPE MAXIMUM PERCENT PASSING NO.200 SIEVE 35 MINIMUM PERCENT PASSING 3/4" SIEVE 100 THE. MATERIAL SHALL BE. FREE FLOWING AND WHEN WET. SHALL OTHONNO. 1 OP770AT NO. 2 NOT ADHERE TO FORM A BALL WHEN -PRESSED IN THE HAND. © CEMENT STABILIZED SAND 4":WIDE .X 3/&' THICK STAINLESS STEEL STRAP (PRIMED & PANTED) FORDO TO PERMIT SNUG TIGHTENING OF PIPE TO PIER (2 REQD. PER PIER) DUCTILE IRON PIPE WRAP WITH ONE r x 18" GALVANIZED STEEL LAYER OF TAR PAPER ANCHOR BOLT SECRED TO TO PREVENT BONDING i VERTICAL REINFORCING STEEL A 4 A Z F 40 ¢ CC VERTICAL STEEL AS PER TABLE u CL tw-r V `- #4 BAR HOOPS..12" O.L'. 'o a cT �O to POUR CONIC. AGAINST � UNDISTURBED EARTH INTO HOLE TYPICAL CONCRETE DRILLED PIER FUR AERIAL SEWER K&E-D"DING AND TRENCH FOR DI PIPE & PVC PIPE 2" E51inm] LETTERING LETTERING STYLE: 60OKMAN OLD STYLE NOTES: 1. FOR BEDDING AND TRENCHING WrTHW ALL PAVED AREAS. SEE DETAILS FOR OPEN CUT STREETS. 2. ALL BEDDING & INSTALLATION OF PVC PPE SHALL BE IN ACCORDANCE TO ANSVAWWA STANDARDS FOR PVC PIPE. 3. ALL BEDDING & INSTALLATION OF DUCTILE IRON PPE SHALL BE IN ACCORDANCE TO ANSI/AWWA C150/A21.50. 4. COMPACTION ON SHALL BE ATTAINED BY MECHANICAL TAMPING. . 5. ALL TRENCHES SHALL SE BACK FILLED AND TEMPORARY PAVING OR PLANKING PLACED AT THE ENO OF EACH WORKING DAY. 6. SEE "OPEN CUT DETAILS" ST4.00, ST4-01, & ST4-02. S2-02 [25rmn] CIA NOLING HOLE 5 MM] r E25mm] CIA HANDLING HOLE 2" [51mm] LETTERING LETTERING STYLE: G BOOKMAN OLD-STYLE a t2) PiCKBARS7/16" 2„ [it:mnj [51MM] 22 gg [65m [5/8mm"] 2" [51mm] LETTERING 1t T 2" [5imm7 LETTERING LETTERING STYLE: PIuiR UT TV LETTERING STYLE BOOKMAN OLD STYLE BOOKMAN OLD STYLE MACHINED SURFACE T 1- e 38 rmn] d. -�-� 7l8" vu3r3 � 7/8" [22mm] [73 mm] R t-3/4- r OA X 4" LG [R44mm] H.R.S. ROP COTTER SE, CTIOAT PICKBAR DET_91L u u BOTTOM THEW STANDARD N1%tANHOLE OFCOTER RING AND COVER DUC77LE IRON -V--1 432--3 0-3/4" 13/16" -' 33-13/16" [965mm 2 " 10 OF ]DNA: C20mm} 'j 2-11194- DI NEO�)GASKET t0 OF GROOVE -( t� [6mm] 5 m] l t/2" 30" OIA �3Srmn] [13mm] 7/8" C 73mm] 762mm3 I v[102rmn] BOLTHOLESECTION t22mm14" 1" (25mm1 OIA. 5g ER44rmn3 X 5 1/2" [140mm] [g�2l�nvn -"� i-t/2•' IL4Q VE C.1?00 ' LG STEEL ROD �.-- 33- A E3B GASKET 1 30" CIA 1-1/2 PICKBARDETAIL ;m9' GASKET GROOVE FOR DETAIL 5 u4" t6i+�++n] NIA.. �E762nvn 6/8" [38mm] MM STCHION PNEQPRENE GASKET n mm] e MACHINED SURFACE 2"-15IMMI LETTERING [73mm] R SLC,7,ION LETTERING STYLE: C0TT' Bookman Old Style 2" E51rnm] LETTERING RECESSED FLUSHED / & NARROW ZINC PLT-. & G"` & NARROW ZINC PL>: & o RUBBER WASHERS RUBBER WASHERS � (,,\ 2.. a CID o. 15Ir m] [52irmn] jj}���Tj E102rmn] -® 1 I V 2�32 3' Lf1�1 1 �y 7j�Hj I 1 ILII1 CITY OF BRYAN (1) 7/8" (22mm) DIA HANDLING HOLE." (1) 7/8" (22rmmmn) DIA HANDLING HOLE u u o 0 PICKS 2- [51mm] LETTERING 2" (SIMM] LETTERING 42):PLACES RECESSED -FLUSH LETTERING w style PLAN VIEW B07410M VIETV WATER TIGHT MANHOLE RINNG AND COVER DUCTILL•IROAT Tj2432-3 r� � T T CITY OF BRYAN' The Good Life, T exas Sl}le." DRAWN BY: C.L.M. DATE. 1-01-09 SCALE: N T S APPROVED: W. P. K. FIGURE= SHEET 1 OF 1 LEGEND c 0 U) �L C 0 0 > C ti-00 O 0 W T a) �- FU) C +- +_ 0 -- * o E * ti-- 0 >-)� O 4- z -- U — C ) +- U Q C cn 0 a) 0 Q L c� co a) W + L 0 L c � n a W-0 *EL --D0 L CO QCU) a) 0 +_ C — 3 o} Q U C o () w x L ( +_ 0 D X L a) Q) Q) L E- > L (D 0 a) ° c F + -- -1- 0 T O (D 0 O 0 C CL L L U) a) D i-- > n O 0 E CD >) L C o .U) 0 4- L L 0 () L 4- L -0 1— 0 Co 0 r-) 0 r- x 1- U) _ ) 0 F _0 I- W C v a rr 4- 0 1- W O E W �a)WW <-- I C U U I- cn a) C ..C- -- C- n F— y O z oUC�U n w Q J 0 W W J ROAD WORK AHEAD CW20- 1D 48 11 X- 48 (FLAGS - SEE NOTE 1) Channelizing Devices (SEE NOTE 2) Channelizing Devices (SEE NOTE 2) N O I 1 I I I 1 I I I I TCP ROAD WORK AHEAD CW20-1D 4811 X 48" (FLAGS - SEE NOTE 1) Mom Channelization devices may be omitted if the work area is a minimum of 30' from the nearest traveled way. x ro CW20-1 D 48" X 48" (FLAGS - SEE NOTE 1) END ROAD WORK G20-2a 48" X 24" (SEE NOTE 2) 0 i ' WPM ♦ Channelizing Devices (SEE NOTE 2) I ■ ■ N 0 V) END ROAD WORK ♦ G20-2a 48" X 24" (SEE NOTE 2) i ROAD WORK AHEAD CW20-1D 48" X 48" (FLAGS - SEE NOTE 1) 'T ♦ Channelizing Devices (SEE NOTE 2) 14 AD V�le� a Type III barricade a•, channel i z i ng devices, or shadow veh i c 1 e with orange o .c flags or warning lights. When shadow vehicle is required, it sha:l:I be equipped X with Truck Mounted Attenuator. 25 x ro I_ Channel i z i ng ROAD Dev i ces CW20-1 D WORK (SEE NOTE 2) 48" X 48" (FLAGS - SEE NOTE 1) AHEAD TCP E1-1b) Work Area on Shoulder END ROAD WORK ♦ G20-2a 4-8° X 24° (SEE NOTE 2) �h Channelizing Devices (SEE NOTE 2) N s TCP (1-1c) C_ Ln ■ END ROAD WORK I G20-2a 4811 X 24" (SEE NOTE 2) Z � I Work vehicles or other I equipment necessary for the work. operation.,. such. as trucks, moveable cranes, etc., shall remain in I areas separated from lanes of traffic by channeliza- ' tion devices at all times. I I 1001, Min. c O U-) Inactive work vehicle 3i A- ;�1=•" L N o -.• J far 1 a N � x I I ro I I ROAD WORK AHEAD CW20-1D � 48" x 4811 (FLAGS - SEE NOTE 1) ® Type III Barricade ® E Channelizing Devices 11 Flag E0 Heavy Work Vehicle Truck Mounted Attenuator Trailer Mounted Portable Changeable Flashing Arrow Panel nli Message Sign Flogger w2m Sign Post 10 Misni:mum.Desirable Taper Lengths Suggested Maximum. Spacing of Device Minimum Sign Spacing x Distance Posted Speed Formula 10' Offset 11' offset 12' Offset On a Taper On a Tangent 30 S 2 L= 60 1501 1651 1801. 30' 60' - 75' 1 20' 35 205' 225" 245' 35' 70'-90' 1 60 40 265' 295' 320' 40 80' _ 100 240' 45 L=WS 450' 495' 540' 45' 90' -1 10' 32.0' 50 500' 550' 600' 50' 1 00' -125' 400' 55 550' -605' 660' 55' 1 1 0' -1 40-, 500> 60 600' 660' 720' 60' 1 20' -1 50' 600' 65 650' 71 5' 780' E70 1 30' -1 65' * 700' 70 700' 770' 840' 140' -175'Il *800' Conventional Roads Only Taper lengths have been rounded off. L=Length of Taper (FT.) W.=Width of offset (FT.) S=Posted Speed {MPH) TYPI-CAL USAGE: MOBILE SHORT -DURATION SHORT TERM STATIONARY INTERMEDIATE TERM STATIONARY LONG TERM STATIONARY GENERAL NOTES-. 1. Unless otherwise stated.in.the plans,. flags attachedto signs are REQUIRED. 2. All traffic control devices illustrated are REQUIRED, except those denoted with the triangle symbol may be omitted when stated elsewhere i n the- p l ans. 3. On high speed facilities advance warning signs should be installed approximately 3X from the work area or from the beginning of a lane or shoulder taper. On low speed facilities the advance warning signs should be placed based on the "X" minimum distance. 4. -Inactive work vehicles or other equipment should -be parked -near the right-of-way line and not parked on the paved shoulder. Only pre-quallified products shall be used. A list of compliant products and their sources may be obtained by writing or faxing: Standards Engineer Traffic Operations Division - TE -Texas Deportment of Transportation 125 East 11th Street Austin, Texas 78701-2483 Phone (512) 416-3335 Fax (512) 416-3161 E-mail TRF-STANDARDOM i 1 gw. dot. state. tx. us The requirement for shadow vehicles will be listed in the project GENERAL NOTES, Item 502, Barricades, Signs and Traffic Handling. -- STANDARD PLANS TEXAS DEPARTMENT OF TRANSPORTATION Traffic Operations Division 3 TxDOT December 1985 DNe - LR I CK: - 11.111 1 DW: - nN CK-- KAT ntGr REVISIONS STATE FEDERAL FEDERAL AID PROJECT DISTRICT REGION SHEET 2-94 6 8-95 1 - 9 7 COUNTY CONTROL SECTION J08 HIGHWAY 151 10 110-11 - 1191 /Ct" IN)5 C c uo� ool aoj _ _ aua�h 005 Ojawoo 0: i,jjo - I�S buiqsIxa Luct4 pool-0d aooQ u I- apad bu�p�15 ��I•LIa+I"Id - - _ - ,-w _ -9Z45-41Z (Q/-) ' 9IONd 05<o5-069 C61-0' 9NONd VWHIO 91WO '1NMOD 11 ll',II*INOI I-5 WODW2 O 'NOLID9195 b'W NW 5Vra 'NOtlDgl- 5 5W91.5J15 VNIa11na m '' ~ 5`,DIM 'fd" '' ~ (51;VDVM) WILM (1'INM) �W% N96 WA XOA NOlomr aSZINNA-W 'NOL09195 <51N� )1N1�IN �`W �b6850� '1�QOW IW� NOJ,,-Wi9 nH ''AWW MNOX LI JW T )1ND OI1l 6901,M5 MO NOAI W109 5Z45-�IZ (Q1-)'9NONd (11NM)5A N2 H.0 AI 040 '1DdJ1NOD ' 1d0DWND 'NOu09195 Z"W IG 19M5 W0021�� 'Zl0'10� 5W �5J15 JNIQ11nfl 1gD '' dNNW CYJNIdOOA 2 dl�d) W AW <1'INM) 5d1� �Z�S-BIZ (,QL) 'INONd 641119M5 IWM dawl l W109 Z-d Yldl-l.0 51IWHD '17d1NOD (1'INM) 51" 'fd0DWl-ID 'NOU-DI115 I-W 5W �. 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