Loading...
HomeMy WebLinkAboutDrawingsV) X w I - PROPOS D z � O d<1 zF__ z -w ~w z I OJ �O Q ' mo Q O ry FOR TH w Q 1 t • 4.� BR , N AZ S2611 HARV Y ROAD ULOT 2 HARV Y ROAD A T U S S BDIVISION /N NT BAYMONT INN N.T.S. & SUITES COL G STATION, B11K""',"A OS COUNTY T XAS F`9 2611 HARVEY ROAD — COLLEGE STATION, TX MA 2013 0 60 30 TM .,.,.,... ,__._... ._..,..., .,..,_,.,. ,....,.,,., - .. INN LE ATIO BRAZ 30 COUNT STANDARD PERMIT NOTE: 7 �QVICINITY MAP - CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED BY STATE AND/OR LOCAL` REGULATORY AGENCIES FOR RELATED CONSTRUCTION CONTAINED IN THESE CONSTRUCTION DRAWINGS. PERMITS REQUIRED, BUT NOT LIMITED TO, ARE AS FOLLOWS: LOCATION MAP CoCS — PLANNING & DEVELOPMENT SERVICES — DEVELOPMENT PERMIT & PAVING, DRAINAGE, & WATER/SEWER INSPECTIONS INDEX OF SHEETS TxDOT - DRIVEWAY & UTILITY PERMITS NOT TO SCALE CSU - ELECTRICAL SERVICES ATMOS ENERGY - GAS SERVICE SHEET SHEET PREPARED FOR: VERIZON & SUDDENLINK — COMMUNICATION SERVICES N0. 1. D. DESCRIPTION TCEQ — STORMWATER & PRETREATMENT TEAMS — STORMWATER DISCHARGE CONSTRUCTION ACTIVITIES TAS —ADA REVIEW &INSPECTIONS 1 C0.0 COVER SHEET CENTRAL TEXAS HARVEY INVESTMENTS, LLC 2 Co.1 GENERAL NOTES 4405 REGAL OAKS DRIVE 3 CO.2 GENERAL NOTES COLLEGE STATION, TX 77845 SFOF ! 4 C1.0 EROSION CONTROL PLAN OFF: (979) 575-4545 CALL BEFORE YOU DIG 5 C1.1 CIVIL SITE PLAN 0 6 C GRADING & DRAINAGE PLAN FAX. (979) 823-5196 TEXAS ONE CALL SYSTEM 1 2 _ � 1-800-245-4545 7 C1.3. ON-SITE PRIVATE UTILITY PLAN EMAIL: s amtrinh verizon. net8 C 1.4 PAVING PLAN (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 9 C1.5 LANDSCAPE PLAN TO EXISTING UTILITIES DUE TO ANY CONSTRUCTION ACTIVITY. PREPARED B Y : 10 C2.1 SITE & PARKING DETAILS RME CONSULTING ENGINEERS 11 C2.2 PAVING & DRAINAGE DETAILS APPROVED BY: -�oF �� 12 C2.3 MISCELLANEOUS & UTILITY DETAILS 7607 EASTMARK DR. STE. 252 <77840> .: ��P�E TEX9s'� P.O. BOX 9253 ; *:• 1. THE LATEST EDITION OF THE 2012 B/CS UNIFIED TECHNICAL MAY ` f ,..... .� 282013 RA i SPECIFICATIONS & DETAILS ARE ISSUED FOR THIS PROJECT. COLLEGE STATION, TEXAS 77842 • • ' ,A COLLEGE �� FSS °•' •`" Jig 2. THE FOLLOWING 2012 B/CS UNIFIED STANDARD TECHNICAL INEERNG PF: (979) 764-0704 N SPECIFICATIONS & DETAILS ARE ISSUED FOR THIS PROJECT. 764-0704 DATE:FX.•(979) ,- - -- - - SHEET • RABON A. METCALF, P.E. No. 88583 - ---= '' I.D. DESCRIPTION EMAIL. civil�rmengineer.com STANDARD SIDEWALK DETAILS RME CONSULTING ENGINEERS SW W STANDARD WATER DETAILS RME NO. 237-0400 TEXAS FIRM REGISTRATION No. F-4695 S STANDARD SEWER DETAILS MARK DATE DESCRIPTION i� • VVV,f �VVV ,�� GENERAL CONSTRUCTION NOTES: EROSION CONTROL NOTES: PAVING NOTES: GRADING NOTES: 1. THE CONTRACTOR SHALL PROMPTLY NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THESE PLANS AND 1. EROSION CONTROL MEASURES SHOWN SHALL BE CONSIDERED THE VERY MINIMAL REQUIRED. IT SHALL BE THE 1. THE PAVEMENT SYSTEM SHOWN WAS DESIGNED WITHOUT THE AID OF A GEOTECHNICAL INVESTIGATION AND 1. ALL UNPAVED AREAS SHALL BE ADEQUATELY GRADED TO DRAIN AT MINIMUM OF 1.00% SLOPE SO THAT NO OTHER CONSTRUCTION DRAWINGS OF DIFFERING DISCIPLINES & SPECIFICATIONS. RESPONSIBILITY OF THE CONTRACTOR TO IMPLEMENT ALL OTHER EROSION CONTROL MEASURES (DIVERSION BERMS, RECOMMENDATIONS. DUE TO THE PLASTIC SOILS WITHIN THIS AREA SOME MINOR DIFFERENTIAL MOVEMENT MAY STILL PONDING OCCURS. -� DRAINAGE STRUCTURES SWALES ADDITIONAL FENCING, ETC...) NECESSARY TO KEEP THE EXISTING IMPROVEMENTS AND OCCUR DUE TO SEASONAL SOIL MOISTURE VARIATIONS. '' m'� Ceaess�t�r� 2. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF THE EXISTING UTILITIES DEVELOPMENTS FROM DAMAGE OF ANY KIND DURING ALL PHASES OF DEMOLITION AND CONSTRUCTION. 2. UNLESS OTHERWISE SPECIFIED, UNPAVED AREAS SHALL DRAIN AWAY F� OM BUILDINGS AT A MINIMUM SLOPE OF AS SHOWN ON THESE CONSTRUCTION PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE 2. THE CONTRACTOR SHALL REFER TO THE 2012 B/CS UNIFIED SPECIFICATIONS & STANDARDS FOR ALL PAVING AND 1.00% OR SO THAT THE PERIMETER CURB IS 6" LOWER THAN THE FINISH FLC OR. r '� - DRAINAGE CONSTRUCTION. TESTING REQUIREMENTS ARE MINIMAL REQUIREMENTS. POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED UPON AS BEING EXACT OR 2• THE SITE OPERATOR, OR HIS REPRESENTATIVE ESTABLISHED BY A LETTER OF DELEGATION, SHALL MAKE A VISUAL Q Q MENTS. THE CONTRACTOR SHALL PROVIDE 7607 EAST'MARK DR., STE. 252 <77840 COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO AVOID ALL EXISTING UTILITIES AND REPAIR ANY DAMAGED INSPECTION OF ALL SILTATION CONTROLS AND NEWLY STABILIZED AREAS ON A DAILY BASIS; ESPECIALLY AFTER A ALL TESTING REQUIREMENTS OUTLINED IN THE APPLICABLE UNIFIED SPECIFICATIONS THAT EXCEED THESE MINIMAL 1„ POST OFFICE BOX 9253 , WHETHER THE UTILITY IS SHOWN ON THE PLANS OR NOT. THE CONTRACTOR SHALL RAINFALL TO INSURE THAT ALL LINES AT HIS OWN EXPENSECONTROLS ARE MAINTAINED AND PROPERLY FUNCTIONING, ANY DAMAGED CONTROLS REQUIREMENTS. THE CONTRACTOR SHALL PROVIDE FIVE (5) COPIES OF AN ORGANIZED, BOUND REPORT ALL ALL 3. FINISH GRADE ADJACENT TO CURBING OR SIDEWALKS SHALL BE 2 BELOW THE TOP OF CONCRETE AND IN COLLEGE STATION, TEXAS 77842 NOTIFY THE APPROPRIATE UTILITY COMPANY 48 HOURS PRIOR TO ANY EXCAVATION. THE CONTRACTOR SHALL ALSO SHALL BE REPAIRED PRIOR TO THE END OF THE WORK DAY, INCLUDING RE -SEEDING AND MULCHING OR RE -SODDING, TESTING INSPECTION, REPORTS, AND EFFORTS AT THE END OF THE PROJECT, LANDSCAPING AREAS, 2' BELOW. 11 EMAIL: civil@rmengineer.com NOTIFY THE ENGINEER IF DESIGN CHANGES NEED TO BE MADE IN THE FIELD. IF NECESSARY. 3. THE CONTRACTOR SHALL REFER TO THE STRUCTURAL ENGINEER'S PLANS FOR SPECIFICATIONS, PROCEDURES, AND 4. WHEN GRADES FOR TOP OF CURB AND GUTTER FLOWLINE DIFFER, THE SLOPES SHOWN ARE FOR THE GUTTER OFFICE - (979) 764-0704 CONTACT INFORMATION: 3. ALL SEDIMENT TRAPPING DEVICES SHALL BE INSTALLED AS SOON AS PRACTICAL AFTER THE AREA HAS BEEN REQUIREMENTS FOR THE BUILDING PAD. THE FOLLOWING SPECIFICATIONS_AND STANDARDS ARE FOR THE SITE AND FLOWLINE. FAX - (979) 764-070411 TEXAS ONE CALL: 800-245-4545 DISTURBED. ALL SEDIMENT TRAPPING DEVICES SHALL BE CLEANED WHEN THE SEDIMENT LEVEL REACHES 257. PAVEMENT ONLY. TEXAS FIRM REGISTRATION No. F-4695 LONE STAR ONE CALL: (800) 669-8344 CAPACITY. SEDIMENT SHALL BE DISPOSED OF BY SPREADING ON SITE OR HAULING AWAY IF NOT SUITABLE FOR FILL. 5. WHEN TOP OF CURB ELEVATIONS ARE SHOWN, THE CURB HEIGHT IS 6" U LESS OTHERWISE SPECIFIED. SURVEYOR TEXAS EXCAVATION SAFETY SYSTEM (DIGTESS): (800 4. 344-8377 DURING CONSTRUCTION, CONTRACTOR SHALL MAINTAIN BEST MANAGEMENT PRACTICE (BMP). SEDIMENT FENCE, A. SUBGRADE: 6. THE CONTRACTOR SHALL FOLLOW THE GENERAL INTENT OF THE GRADING PLANS. MINOR ADJUSTMENTS TO ACTUAL KERR SURVEYING, LLC CoCS: ELECTRICAL DIVISION - (979) 764-3660 ELEVATIONS SHOWN ON THE GRADING PLAN MAY BE REQUIRED TO tvCATCH EXISTING GROUND ELEVATIONS & 505 CHURCH STREET HAY BALE BARRIERS, OR OTHER SEDIMENT TRAPPING DEVICES SHALL CONTROL ALL_.. STORM WATER LEAVING THE SITE. 1. EXISTING TREES, STUMPS, AND LARGE TREE ROOT SYSTEMS, SHALL BE GRUBBED AND REMOVED. VEGETATION CoCS: WATER &SEWER DIVISION - (979) 764-3435 STRUCTURES. COLLEGE STATION, TX 77841 BRYAN TEXAS UTILITIES (BTU): ELECTRICAL DIVISION - (979) 821-5865 SHALL BE REMOVED AND THE TOP 6" OF TOP SOIL AND SUBGRADE SHALL BE STRIPPED FROM THE AREAS COVERED 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING TEMPORARY EROSION CONTROL MEASURES AS BY THE PROPOSED IMPROVEMENTS. OFF: (979) 268-3195 VERIZON: BRENDA VAJDOK - (979) 821-4770 REQUIRED FOR DIFFERENT PHASES OF CONSTRUCTION. EROSION CONTROL MEASURES SHOWN MAY NEED TO BE 7. SLOPES BETWEEN PROPOSED CONTOURS SHALL BE 6:1 (MAXIMUM) UNLESS OTHERWISE SPECIFIED (DO NOT SCALE). FAX: (979) 691-8904 ATMOS ENERGY: JOSH NORTON - (979) 774-2506 ADJUSTED TO HANDLE INCREASED OR CONCENTRATED FLOWS CREATED BY VARIOUS STAGES OF THE CONSTRUCTION. 2. PAVING AREAS SHALL BE PROOF -ROLLED AND, IF REQUIRED AT THE TIME OF CONSTRUCTION, THE CONTRACTOR j EXXON -MOBILE: MICHAEL HLUZA - (281) 591-3720 SHALL STABILIZE WEAK AREAS AS DIRECTED BY THE ENGINEER. MITIGATION OF WEAK AREAS MAY INCLUDE OVER S ADEQUATE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION AND ANY DRAINAGE DITCH OR SEMINOLE PIPELINE: JIM ROLAND - (979) 421-0460 6. THE CONTRACTOR IS RESPONSIBLE FOR FILING A NOTICE OF INTENT PRIOR TO COMMENCEMENT OF WORK AND A EXCAVATION AND BACKFILLING, REPROCESSING TO REMOVE MOISTURE, MODIFICATION WITH LIME OR CEMENT ADMIXTURE, STRUCTURE DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO EXISTING CONDITIONS OR BETTER. CITGO GAS: DOUG CLINE - (713) 416-1289 NOTICE OF TERMINATION AT THE COMPLETION OF THE PROJECT TO THE TTCEQ• -A LAMINATED COPY OF THE OR USING GEOTEXTILES. FOLLOWING PROOF -ROLLING, THE SUBGRADE SHALL BE COMPACTED TO BETWEEN 95% AND 9 THE APPROVAL OF THESE PLANS IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD ENERGY TRANSFER PIPELINE: BENNY LLOYD - (979) 820-5751 CONSTRUCTION SITE NOTICE N01 AND SWPPP VISIBLE FROM THE PUBLIC RIGHT-OF-WAY SHALL BE POSTED AT THE 100% OF THE MAXIMUM DENSITY AS DETERMINED BY ASTM D698. MOISTURE CONTENT SHALL BE BETWEEN 0% AND CONDITIONS WARRANT OFF-SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS. SUDDENLINK: CHRISTOPHER GOOTEE - (979) 595-2429 SITE. +4% OF THE OPTIMUM MOISTURE CONTENT. ONE IN-PLACE DENSITY TEST SHALL BE PERFORMED FOR EVERY 5,000 ANY ADJACENT PROPERTY AND RIGHT-OF-WAY DISTURBED DURING CONSTRUCTION WILL BE RETURNED TO THEIR SQ.FT. WITH A MINIMUM OF THREE (3) TEST BEING PERFORMED. 3. CONTRACTOR TO VERIFY ALL UNDERGROUND UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION. 7. PHASE TWO EROSION CONTROL MEASURES SHALL BE IMPLEMENTED IMMEDIATELY AFTER CONSTRUCTION OF THEIR EXISTING CONDITIONS OR BETTER. ASSOCIATED IMPROVEMENTS. INLET PROTECTION BARRIERS SHALL BE CONSTRUCTED WITH HAY BALES OR SILT FENCING. 3. EXISTING DRAINAGE WAYS THAT ARE TO BE FILLED SHALL HAVE BENCHES EXCAVATED INTO THE SIDE WALLS OF 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING UTILITIES OR SERVICE LINES INLETS LOCATED IN PAVEMENT SHALL BE PROTECTED WITH SAND BAGS, REPLACING THE HAY BALES OR SILT FENCING, THE CHANNEL SIDESLOPES PRIOR TO PLACEMENT OF FILL. BENCHES SHOULD BE AT LEAST SIX FEET IN WIDTH WITH THAT ARE CROSSED OR EXPOSED DURING CONSTRUCTION OPERATIONS. WHERE EXISTING UTILITIES OR SERVICE LINES ONCE THE PAVEMENT IS IN PLACE. EROSION CONTROL MEASURES SHALL BE KEPT IN PLACE UNTIL UPSTREAM ONE BENCH BEING PLACED VERTICALLY FOR EVERY TWO FEET OF CHANNEL HEIGHT. / ARE CUT, BROKEN, OR DAMAGED, THE CONTRACTOR SHALL REPAIR OR REPLACE THE UTILITIES OR SERVICE LINE WITH DRAINAGE AREAS ARE FULLY STABILIZED. GENERAL UTILITY NOTES (PRIVATE & PUBLIC) THE SAME TYPE OF MATERIAL AND CONSTRUCTION OR BETTER; THIS MATERIAL AND WORK SHALL BE AT THE 4. MATERIAL EXCAVATED ON SITE, EXCLUDING THE TOP 6", MAY BE USED AS A FILL MATERIAL, UNDER PAVEMENT CONTRACTOR'S OWN EXPENSE. 8. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING SEDIMENT CONTROL DEVICES AFTER THE SITE HAS BEEN SEEDED AREAS ONLY, AS LONG AS THE PI IS BETWEEN 19 AND 35, WITH A LIQUIC3 LIMIT LESS THAN 49, AND THE MATERIAL 1. ALL EXCAVATION FOR UNDERGROUND UTILITIES SHALL BE MADE TRUE TO GRADE. EXCAVATION SHALL BE MADE A AND/OR SODDED, AND GROUND COVER HAS TAKEN ROOT. IS FREE FROM TRASH, LUMPS, CLODS, ORGANIC SUBSTANCE & OTHER FOREIGN MATTER. r., / MINIMUM OF SIX INCHES BELOW THE REQUIRED GRADE AND PROVIDE A SAND BED FOR THE PIPING. BACKFILL OVER 5. DURING THE EXECUTION OF THE WORK, THE CONTRACTOR SHALL MAINTAIN THE PROJECT SITE IN AN ORDERLY AND PIPING SHALL BE , MADE WITH EARTH OR FILL SAND, FREE OF DEBRIS, I AND SHALL BE TAMPED BY HAND OR ACCEPTABLE MANNER AS FAR AS PRACTICAL. THE CONTRACTOR SHALL CLEAN AND REMOVE FROM THE PROJECT 9• THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO ENSURE THAT ALL DISTURBED AREAS ARE 5. SUBGRADE MATERIAL, UNDER PAVEMENT STRUCTURES, CONSISTING OF GRANULAR SOILS WITH A LOW PLASTICITY MECHANICAL MEANS TO THE DENSITY OF THE ADJACENT UNDISTURBED EARTH OR TO 95% STANDARD PROCTOR AREA ALL SURPLUS AND DISCARDED MATERIALS, TEMPORARY STRUCTURES, AND DEBRIS OF ANY KIND AND SHALL STABILIZED. DESIGNATED AREAS SHALL BE BLOCK SODDED, AND ALL OTHER AREAS DISTURBED DUE TO (PI<7) SHALL BE STABILIZED WITH TYPE 1 PORTLAND CEMENT (APPROXIMATELY 4% BY WEIGHT). DENSITY (ASTM D698), WHICHEVER IS GREATER. ALL TRENCHING AND EXCAVATION SHALL BE DONE IN STRICT LEAVE THE PROJECT SITE IN A NEAT AND ORDERLY CONDITION. ALL CLEAN UP WILL BE DONE TO THE SATISFACTION CONSTRUCTION SHALL BE HYDRO -MULCHED SEEDED. THESE STABILIZED AREAS SHALL BE SODDED OR SEEDED, ACCORDANCE WITH CURRENT OSHA REQUIREMENTS AND ALL OTHER APPLICABLE SAFETY CODES AND STANDARDS. MARK DATE DESCRIPTION OF THE ENGINEER. FERTILIZED, AND WATERED TO ESTABLISH A SOLID GROUND COVER WITHIN 30 DAYS OF COMPLETION, OR IF ACTIVITY 6. SUBGRADE MATERIAL, UNDER PAVEMENT STRUCTURES, CONSISTING OF CLAYEY SANDS, SANDY CLAYS AND CLAYS CEASES FOR MORE THAN 14 DAYS. OF INTERMEDIATE PLASTICITY (7<PI<20) SHALL BE STABILIZED WITH EQUAL RATIOS OF LIME AND FLY ASH 2. MINIMUM BURY OR COVER SPECIFIED IS TO BE MEASURED FROM FINISHED GRADES. WHERE UTILITY LINES EXTEND SUBSTANTIALL 6. CONTRACTOR SHALL COMPLY WITH LATEST EDITION OF OSHA REGULATIONS AND THE STATE OF TEXAS LAWS (APPROXIMATELY 3% EACH BY WEIGHT). UNDER PAVEMENT, THE BURY OR COVER SHALL BE MEASURED FROM THE BOTTOM OF THE STRUCTURE. CONCERNING EXCAVATION. 10. WHEN HYDROMULCH IS REQUIRED, CONTRACTOR SHALL KEEP MULCH MOIST AFTER INSTALLATION AND UNTIL AREA COMPLETE SHOWS GROWTH. 7. SUBGRADE MATERIAL, UNDER PAVEMENT STRUCTURES, CONSISTING OF CLAYS OF HIGH PLASTICITY (PI>20) SHALL 3. UTILITY INSTALLATIONS IN NON-STRUCTURAL AREAS SHALL BE BEDDED. ;AND INITIAL BACKFILL CONSISTENT WITH 7. A COPY OF THE APPROVED CONSTRUCTION DRAWINGS MUST BE KEPT ON SITE AT ALL TIMES THROUGH OUT THE- BE STABILIZED WITH TYPE A HYDRATED LIME (APPROXIMATELY 6% BY WEIGHT).NON-STRUCTURAL REQUIREMENTS. IN STRUCTURAL AREAS (UNDER FOUNDATIONS, PAVEMENTS, WALKS, ETC...) THE ENTIRE DURATION OF CONSTRUCTION OF THIS PROJECT. CONTRACTOR SHALL MAINTAIN A SET OF REDLINE DRAWINGS, 11. EROSION CONTROL MEASURES SHALL BE IMPLEMENTED PRIOR TO ANY EXCAVATION OR DEMOLITION WORK. UTILITIES SHALL BE BEDDED AND INITIAL BACKFILLED WITH CEMENT STABI (ZED SAND. FINAL BACKFILL IN THESE ISSUED FOR RECORDING AS -BUILT CONDITIONS DURING CONSTRUCTION. THESE REDLINE MARKED UP DRAWINGS WILL BE SUBMITTED 8. STABILIZED MATERIAL OR FILL MATERIAL SHALL BE PLACED IN EIGHT INCH MAXIMUM LOOSE LIFTS, WITH EACH LIFT AREAS SHALL BE COMPACTED BY MECHANICAL TAMPING TO STRUCTURAL CO FACTION REQUIREMENTS. TO THE DESIGN CONSULTANT WHO WILL MAKE THE CHANGES ON THE ORIGINAL TRACINGS, LABELING EACH SHEET IN WETTED OR DRIED TO A MOISTURE CONTENT RANGE OF 0% TO +3% OF THE OPTIMUM MOISTURE 'CONTENT AND CONSTRUCTION THE SET AS "RECORD DRAWINGS", AND RETURNING SAME TO THE CITY ENGINEER. DEMOLITION NOTES: COMPACTED TO A UNIFORM DENSITY OF 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D698. 4. REGARDLESS OF ELEVATIONS SHOWN FOR MANHOLE RIMS, CLEAN-OUT COVERS, OR GRATES, THESE ITEMS SHALL 5/6'� 3 BE PLACED FLUSH WITH THE PROPOSED PAVEMENT ELEVATION AND SLOP MANHOLES AND CLEAN -OUTS NOT IN 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFEGUARDING AND PROTECTING ALL MATERIAL AND EQUIPMENT 9. COMPACTION TESTS, FOR FILL, SHALL BE VERIFIED BY IN-PLACE DENSITY TESTS FOR EACH LIFT (1 TEST PER -PAVEMENT AREAS SHALL BE SET 3 ABOVE THE FINISHED GRADE. STORED ON THE JOBSITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE STORAGE OF MATERIALS IN A SAFEu 1. DEMOLITION OF EXISTING STRUCTURES AND IMPROVEMENTS SHALL INCLUDE ALL WORK CONTAINED ON THESE 5,000 SQ.FT. OF FILL AREA) WITH A MINIMUM OF THREE (3) TEST BEING PERFORMED PER LIFT.CONSTRUCTION DRAWINGS AND WORKMANLIKE MANNER TO PREVENT INJURIES, DURING AND AFTER WORKING HOURS, UNTIL PROJECT COMPLETION. PLANS, BUT SHALL NOT BE LIMITED TO THE ITEMS SPECIFICALLY IDENTIFIED. ANY MATERIALS TO BE DEMOLISHED OR 5. CONTRACTOR SHALL UNCOVER EXISTING UTILITIES AT ALL POINTS OF 'CROSSING„ TO DETERMINE IF CONFLICTS CLEARED SHALL BE COMPLETELY REMOVED AND DISPOSED OF. THIS WORK WILL NOT ONLY CONSIST OF ABOVE 10. STABILIZED MATERIAL SHOULD BE ROTARY TILLED TO -PROVIDE A HOMOGENEOUS MIXTURE THAT MEETS THE EXIST BEFORE COMMENCING ANY CONSTRUCTION. NOTIFY THE ENGINEER AT NCE OF ANY CONFLICT. ISSUED PRIOR TO THIS 9. CONTRACTOR SHALL SAW CUT REMOVE AND REPLACE CONCRETE PAVEMENT, CURB AND GUTTER AS REQUIRED TO GROUND ITEMS, BUT UNDERGROUND ELEMENTS AS WELL, INCLUDING BUT NOT LIMITED TO: TREE ROOTS, FOUNDATION GRADATION REQUIREMENTS SPECIFIED IN THE TxDOT, (JUNE 1, 2004) STANDARD SPECIFICATIONS FOR CONSTRUCTION DATE ARE REPLACED BY CONSTRUCT PROPOSED IMPROVEMENT(S). SYSTEMS, OLD PIPES, ETC... THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY ADDITIONAL ITEMS THAT AND MAINTENANCE OF HIGHWAYS, STREETS & BRIDGES, ITEM NO. 260 FOR LIME TREATMENT AND ITEM NO. 265 FOR 6. THE CONTRACTOR'`SH,ALL COORDINATE ALL UTILITY INSTALLATION SO THAT GRADE CRITICAL ELEMENTS (I.E. STORM THIS SET & SHOULD NOT REQUIRE DEMOLITION, NOT IDENTIFIED ON THIS PLAN, PRIOR TO REMOVAL. FLY ASH. DRAIN, SANITARY SEWER, ETC...) DO NOT CONFLICT WITH NON -GRADE CRITICAL ELEMENTS (I.E. ELECTRICAL CONDUIT, 10. IT SHALL BE THE RESPONSIBILITY OF THE :CONTRACTOR :TO PAY :F.OR; AND OBTAIN ALL<:•�REQUIRED PERMITS AND I BE USED FOR i INSPECTION APPROVALS FOR ALL WORK SHOWN. 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO STAGE AND SEQUENCE ALL DEMOLITION WORK WITH WATER SERVICES, ETC...). 11. THE SUBGRADE SHALL BE STABILIZED TWO FOOT (2) BEYOND THE BACK OF CURB OR EDGE OF PAVEMENT, CONSTRUCTION. THE ENGINEER & -UTILITY COMPANIES TO PROVIDE MINIMAL INTERRUPTION AND INCONVENIENCE OF UTILITY SERVICES 11: ANY ADJACENT PROPERTY AND RIGHT-OF-WAY DISTURBED DURING CONSTRUCTION WILL BE RETURNED TO THEIR WHICHEVER IS GREATER, UNLESS OTHERWISE SPECIFIED BY STRICTER REQUIREMENTS. 7. THE CONTRACTOR SHALL FURNISH ALL MATERIALS, EQUIPMENT, AND LABOR FOR EXCAVATION, BORING, ������\� j EXISTING CONDITIONS PR BETTER. ANDWORSUCH" SEQUENCE AND STAGING OF WORK SHALL BE APPROVED BY THE ENGINEER PRIOR TO COMMENCEMENT OF INSTALLATION, BACKFILLING OF UTILITY LINES AND RELATED APPURTENANCES AS SHOWN ON THE PLANS. .: ��P�E OF TEXgS� 12. COMPACTION TEST, FOR STABILIZED MATERIAL, SHALL BE VERIFIED BY IN-PLACE DENSITY TEST FOR EACH LIFT (1 - i� 12. ALL WORK WITHIN THE COUNTY OR CITY RIGHT-OF-WAY SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE _ TEST PER 5,000 SQ.FT. OF FILL AREA) WITH A MINIMUM OF THREE (3) TEST BEING PERFORMED PER LIFT. 8. THE LOADING AND UNLOADING OF ALL PIPE AND OTHER ACCESSORIES SHALL BE IN ACCORDANCE WITH THE * : • / k. 3. DEMOLISHED SURPLUS MATERIAL SHALL BE LEGALLY DISPOSED OF OFF SITE. STANDARDS AND SPECIFICATIONS AS TO THE INSTALLATION AND EROSION CONTROL PROTECTION. MANUFACTURER'S RECOMMENDED PRACTICES AND SHALL, AT ALL TIMES, BE PERFORMED WITH CARE TO AVOID ANY 00, B PORTLAND CEMENT CONCRETE: DAMAGE TO THE MATERIAL. THE CONTRACTOR SHALL LOCATE AND PROVIDE THE NECESSARY STORAGE AREAS FOR .: " 4. ALL PAVEMENT EDGES, BOUNDING THE CONSTRUCTION AREA & MATCHING WITH NEW CONSTRUCTION, SHALL BE 0 CA •• 13. ALL EXPOSED DIRT SURFACES SHALL BE SEEDED/HYDROMULCHED. YARDS WITH SODD SHALL BE RESODDED TO NEAT1 Y -SA --W-, -CUT UNLESS GRAVEL. FLEXIBLE PAVEMENT SHALL BE SAW CUT A MINIMUM OF 24" BEYOND ANY 1. ALL CONCRETE, UNLESS OTHERWISE SPECIFIED, SHALL BE 4.5 SACK MIC WITH A MINIMUM COMPRESSIVE STRENGTH MATERIALS AND EQUIPMENT. _ •� ; THE SAME CONDITIONS OR BETTER. OF 3,500 PSI AT 28 DAYS. �,�,, _ `PROPOSED .STRUCTURES. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL ONNECTIONS TO PUBLIC SYSTEMS AND �` .• C 14. PROPOSED SIGNS, OR THOSE WHICH REQUIRE RELOCATION, SHALL BE DONE IN ACCORDANCE TO THE `FOLLOWING 5. THE CONTRACTOR SHALL CLEAR ALL RIGHT-OF-WAYS AND EASEMENTS CONTAINED IN THESE CONSTRUCTION 2. ALL CONCRETE SHALL BE PROPERLY VIBRATED WHEN PLACED AND NOT RAKED A DISTANCE GREATER THAN TEN INSTALLATIONS WITH REGULATORY INSr'.(TOR STANDARDS: SMD (GEN) -02 & SMD (SLIP -1)-02 THRU SMD (SLIP -3)-02 DRAWINGS. (10) FEET. 10. THIS PROJECT SHALL BE BUILT BY MEANS OF OPEN CUT EXCEPT AS NC ED ON THE DRAWINGS. CONTRACTOR TO 15. THE TEXAS UNIVERSAL TRIANGULAR SLIP BASE SIGN SUPPORTS WILL BE REQUIRED FOR ALL SIGNAGE WITHIN 6. THE CONTRACTOR SHALL FIELD VERIFY AND LOCATE ALL EXISTING UTILITIES ON SITE PRIOR TO DEMOLITION. 3. THE CONTRACTOR SHALL FOLLOW THE GENERAL INTENT OF THE JOINT PLANS SHOWN. JOINT SPACING SHALL NOT DETERMINE THE LOCATIONS OF BORE PITS IN FIELD SUBJECT TO THE INSPEC R'S APPROVAL. RIGHT-OF-WAY. EXCEED 15' IN ANY DIRECTION TO ANOTHER JOINT OR EDGE OF PAVEMENT. CONTROL JOINTS SHALL BE CUT BETWEEN - 7. THE CONTRACTOR SHALL PERFORM DEMOLITION ACTIVITIES AS NOTED AND SHOWN ON THESE PLANS AND AS 4 AND 18 HOURS AFTER PLACEMENT OF CONCRETE AND MAY BE SUBSTITUTED WITH CONSTRUCTION JOINTS. 11. ALL BORES SHOWN, UNLESS OTHERWISE NOTED, SHALL BE "DRY'. 16. THE CONTRACTOR SHALL NOT CREATE A DIRT NUISANCE OR SAFETY HAZARD IN ANY STREET. ` THE PAVEMENT DIRECTED BY THE OWNER/DEVELOPER. SHALL BE CLEANED DAILY. 4. EXPANSION JOINTS SHALL NOT EXCEED A MAXIMUM SPACING OF 60' AND SHOULD NOT BE PLACED THROUGH THE 12. STRUCTURAL BACKFILL WILL BE REQUIRED FOR ALL EXCAVATION WIT IN FIVE (5) FEET OF PUBLIC ROADWAY 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ANY PERMITS AND PAY ANY FEES REQUIRED MIDDLE OF AREA INLET OR JUNCTION BOXES LOCATED IN THE PAVEMENT. ALL AREA INLETS OR JUNCTION BOXES, PAVEMENTS OR WALKS. 17. ADEQUATE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION AND ANY DRAINAGE DITCH OR FOR DEMOLITION AND DISPOSAL FROM THE APPROPRIATE AUTHORITIES. LOCATED IN PAVEMENT AREAS, SHALL BE INSTALLED WITH ISOLATION JOINTS BETWEEN THE STRUCTURE AND THE STRUCTURE DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO EXISTING CONDITIONS OR BETTER. PAVEMENT. 13. THE CONTRACTOR SHALL COORDINATE ALL SLEEVING REQUIRED FOR ON-SITE UTILITIES AND IRRIGATION SYSTEMS. 9; THE CONTRACTOR SHALL INSTALL ALL EROSION AND SEDIMENT CONTROL DEVICES, AS SHOWN ON THE SWPPP, 18. THE CONTRACTOR SHALL COORDINATE ALL FENCE REMOVAL AND REPLACEMENT WITH THE DEVELOPER. PRIOR TO COMMENCING DEMOLITION WORK. 5. ALL JOINTS SHALL BE SEALED WITH SONOBORN SONOLASTIC SL1, OR APPROVED EQUIVALENT. 14. CONTRACTOR SHALL MARK ALL SERVICE LEADS WITH A METAL "T" POST, PAINTED BLUE FOR WATER AND GREEN ,^ FOR SEWER, BURIED A MINIMUM OF 3' INTO THE GROUND. V 19. THE CONTRACTOR AGREES TO REPAIR ANY DAMAGE TO THE PUBLIC RIGHT-OF-WAY IN ACCORDANCE WITH THE 10. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UTILITIES THAT ARE TO REMAIN IN PLACE. 6. AS FAR AS PRACTICAL, THE CONTRACTOR SHALL ALIGN ALL SIDEWALK JOINTS WITH CURB AND PAVEMENT JOINTS.W x Z STANDARDS OF THE APPLICABLE REGULATORY AGENCY.15. ALL LIDS FOR PRIVATE SANITARY SEWER MANHOLES, GREASE TRAPS, SAMPLING WELLS, AND OIL/SAND 0 t- ,W 11 THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO AVOID UNNECESSARY DAMAGE TO ANY EXISTING ROAD 7• CONCRETE SHALL NOT BE PLACED IF THE AIR TEMPERATURE IS 507 AND FALLING OR 957 OR HIGHER. SEPERATORS SHALL NOT HAVE LABELING SAYING "CITY OF COLLEGE STATION". Q > E- 20. THE CONTRACTOR SHALL PROTECT ALL MONUMENTS, IRON PINS, AND PROPERTY CORNERS DURING CONSTRUCTION. SURFACE. CONCRETE MAY BE PLACED IF THE AIR TEMPERATURE IS 407 AND RISING OR LESS THAN 957. WWa r^ a } 0 12. ALL EXISTING ITEMS THAT ARE TO REMAIN IN PLACE WHICH ARE DAMAGED DURING CONSTRUCTION SHALL BE C. STEEL N O N RESTORED TO ORIGINAL CONDITION, OR BETTER, AT THE SOLE EXPENSE OF THE CONTRACTOR. 1. ALL REINFORCING STEEL SHALL BE DEFORMED BILLED STEEL BAR HAVING A MINIMUM YIELD STRENGTH OF NOT PUBLIC UTILITY NOTES: L.� _ �-�O DIMENSIONAL CONTROL NOTES: LESS THAN 60 KSI CONFORMING TO ASTM A615, GRADE 60. SIU 13. SHOULD ANY EXITING UTILITIES NOT SHOWN OR SHOWN INCORRECTLY ON THIS PLAN BE FOUND ON SITE, THE Z Q i to 2. ALL REINFORCING STEEL SHALL BE FREE FROM RUST OR OTHER BOND w W 1. THE CONTRACTOR MAY OBTAIN AN ELECTRONIC COPY OF THE SITE PLAN FOR CONSTRUCTION PURPOSES. THE CONTRACTOR SHALL CONTACT THE ENGINEER IMMEDIATELY TO DISCUSS ANY POSSIBLE CONFLICTS BEFORE PROCEEDING REDUCING AGENTS. A. GENERAL: W Q �O ELECTRONIC FILE AND INFORMATION GENERATED, BY RME CONSULTING ENGINEERS (RME), FOR THIS PROJECT IS WITH ANY WORK IN THAT AREA. 1. THE 2012 B/CS UNIFIED TECHNICAL SPECIFICATIONS FOR WATER & SEWER CONSTRUCTION SHALL GOVERN ON THIS H Z > �-- Q�Q WHICHEVER3. ALL P SC GREATER PAVEMENT AND CURBING STEEL SHALL BE STAGGERED AND LAPPED 30 xBAR DIAMETER OR 12", PROJECT FOR ALL PUBLIC UTILITY IMPROVEMENTS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO o Z �y �j Om CONSIDERED BY RME TO BE CONFIDENTIAL. WHEN ISSUED, IT'S USE IS INTEND SOLELY FOR THE INDIVIDUAL OR ENTITY 14. AN ASBESTOS SURVEY MUST BE PERFORMED PRIOR TO THE DEMOLISHING OF ANY STRUCTURES. THE PERFORM ALL TESTS CONTAINED THEREIN. THE CONTRACTOR SHALL NOTIFY THE ENGINEER SHOULD ANY CONFLICTS OR Q TO WHICH IT IS ADDRESSED. THIS MATERIAL IS INTENDED FOR USE BY THE RECIPIENT NAMED, ONLY, AND PERMISSION CONTRACTOR SHALL ADHERE TO THE REQUIREMENTS SET FORTH IN THE ASBESTOS SURVEY AND REPORT. DISCREPANCIES OCCUR WITH THE CONSTRUCTION PLANS AND SPECIFICATIONS. �/ LL - IS >- IS NOT GRANTED TO THE RECIPIENT FOR DISTRIBUTION OF THESE DOCUMENTS IN ANY FORM OR FASHION. THE 4. CONCRETE COVERAGE FOR THE REINFORCING STEEL SHALL COMPLY WITH THE A.C.I. CODE, LATEST EDITION. THE ui j O RECIPIENT UNDERSTANDS THAT THIS DATA IS AUTHORIZED "AS IS" WITHOUT ANY WARRANTY AS TO ITS PERFORMANCE, 15. THE CONTRACTOR SHALL COORDINATE ALL WATER AND SANITARY SEWER CONNECTIONS WITH THE CITY OF STEEL SHALL HAVE A MINIMUM 2" CLEARANCE WITH THE SOIL AND 2" OF COVER FROM THE TOP OF THE PAVEMENT. 2. THE CITY OF COLLEGE STATION WILL REQUIRE THE TESTING OF COMPACTION FOR ALL BACKFILL IN TRENCHES FOR �-=-, Z !^ X F - ACCURACY, FREEDOM FROM ERROR, OR AS TO ANY RESULTS GENERATED THROUGH ITS USE. THE RECIPIENT ALSOCOLLEGE STATION PUBLIC WORKS DEPARTMENT AND THE CITY INSPECTOR. PRIOR TO CONNECTION WITH EXISTING IDEALLY, THE REINFORCEMENT SHOULD BE PLACED 2" BELOW THE TOP OF PAVEMENT. PUBLIC WATER, SEWER AND DRAINAGE LINES. IF THE COMPACTION TEST SHOW THAT THE SPECIFICATIONS ARE NOT Z Z V Q� UNDERSTANDS AND AGREES THAT RME, UPON RELEASE OF SUCH DATA, IS NO LONGER RESPONSIBLE FOR- THEIR USE UTILITY LINES ALL NEW LINES & STRUCTURES, RESPECTIVELY, SHALL BE IN PLACE, TESTED, AND APPROVED SO THAT MET, THE CONTRACTOR WILL BE REQUIRED TO RECOMPACT THE TRENCH AND PAY FOR EACH SUBSEQUENT TEST UNTIL 0 � W W iV) OR MODIFICATION. THE USER AND RECIPIENT OF THE ELECTRONIC DATA ACCEPTS FULL RESPONSIBILITY AND LIABILITY THEY CAN BE PROMPTLY CONNECTED & PLACED IN SERVICE WITH MINIMUM DISRUPTION. D. CRUSHED LIMESTONE BASE: IT MEETS OR EXCEEDS THE SPECIFICATIONS. !! ^^ -� I 'w FOR ANY CONSEQUENCES ARISING OUT OF THEIR USE. V J ICS 1. CRUSHED LIMESTONE SHALL CONFORM TO STANDARDS SPECIFIED IN TxDOT ITEM 247, TYPE A, GRADE 1 (0 N;,w 16. THE CONTRACTOR SHALL COORDINATE AND SCHEDULE ELECTRICAL SERVICE FACILITIES WITH COLLEGE STATION 3. CUT SHEETS FOR ALL NECESSARY UTILITIES. SHALL BE PROVIDED, BY THE CONTRACTOR, AS THEY BECOME C4. 0 J 2. ALL DIMENSIONS SHOWN ARE TO BE USED IN CONJUNCTION WITH THESE PLANS FOR LOCATING ALL IMPROVEMENTS ~!J ELECTRIC (CSU). A PORTION OF THIS WORK WILL BE PERFORMED BY CSU, BUT THE CONTRACTOR SHALL BE 2. COMPACTION SHALL BE AT LEAST 95% OF MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D 1557, METHOD C AVAILABLE PRIOR TO CONSTRUCTION OF THE WORK COVERED BY THE CUT' SHEETS, AND SUBMITTED TO THE CITY'S Q OO,O AND SHALL BE FIELD VERIFIED BY THE CONTRACTOR FOR WORKABILITY PRIOR TO CONSTRUCTION OF IMPROVEMENTS. RESPONSIBLE FOR REIMBURSEMENT OF ALL WORK, SERVICES, AND MATERIALS REQUIRED BY CSU TO PERFORM SUCH AT A MOISTURE CONTENT BETWEEN -2% AND +2% OF OPTIMUM. ENGINEERING INSPECTOR. MM U U DUTIES. W 3. UNLESS OTHERWISE SHOWN, ALL DIMENSIONING IS TO THE BACK OF CURB OR EDGE OF PAVEMENT, WHICHEVER IS 3. THICKNESS AND COMPACTION TEST, FOR CRUSHED LIMESTONE BASE MATERIAL, SHALL BE VERIFIED BY IN-PLACE 4. TRENCH BACKFILL (UNLESS OTHERWISE NOTED): APPLICABLE. 17. THE CONTRACTOR SHALL COORDINATE AND SCHEDULE GAS SERVICE WORK WITH ATMOS ENERGY AND WITH THE DENSITY TEST FOR EACH LIFT (1 TEST PER 5,000 SQ.FT. OF AREA) WITH A MINIMUM OF THREE (3) TEST BEING (A) UNDER PROPOSED STREETS AND STRUCTURES (INCLUDING SIDEWALKS), INITIAL BEDDING & BACKFILL SHALL INSTALLATION OF THE REQUIRED REPLACEMENT FACILITIES. THIS WORK WILL BE PERFORMED BY ATMOS ENERGY, BUT PERFORMED PER LIFT. BE CEMENT STABILIZED SAND BEDDING AND SHALL BE COMPACTED IN LIFTS NOT GREATER THAN 6". FINAL BACKFILL 4. THE BOUNDARY & TOPOGRAPHICAL SURVEY WAS PROVIDED & PERFORMED BY KERR SURVEYING, CO (COLLEGE THE CONTRACTOR SHALL BE RESPONSIBLE FOR REIMBURSEMENT OF ALL WORK, SERVICES, AND MATERIALS REQUIRED STATION, TX . SHALL CONSIST OF CLASS III MATERIAL IN LIEU OF CLASS IV B SOILS AND SHALL BE COMPACTED IN MAXIMUM 8" LIFTS BY ATMOS ENERGY TO PERFORM SUCH DUTIES. 4. THE BASE SHALL BE BLADED SMOOTH, TO THE SATISFACTION OF THE ENGINEER, BEFORE PRIMING. TO A DENSITY OF NOT LESS THAN 98% OF STANDARD MAXIMUM DENSITY AS DETERMINED USING ASTM D-698 AT A 5. T.B.M. 1 MOISTURE CONTENT OF 0% TO 4% OF OPTIMUM MOISTURE. DENSITY TESTS SHOULD BE PERFORMED AT LEAST EVERY SQUARE CHISELED IN CURB INLET LOCATED ON THE SOUTH SIDE OF HARVEY ROAD (SH No. 30). 18. THE CONTRACTOR SHALL COORDINATE AND SCHEDULE INSTALLATION OF PHONE SERVICES WITH VERIZON E. HOT -MIX ASPHALTIC CONCRETE: 200 LINEAR FEET FOR EVERY TWO (2) FEET OF FILL AT LOCATIONS SPECIFIED BY THE ENGINEERING INSPECTOR. .TESTS CURB INLET LOCATED IN THE APPROXIMATE MIDDLE OF SUBJECT TRACT. TELEPHONE COMPANY. THIS WORK WILL BE PERFORMED BY VERIZON, BUT THE CONTRACTOR SHALL BE RESPONSIBLESHOULD BE PERFORMED IN THE INSPECTOR'S PRESENCE UNLESS DIRECTED OTHERWISE BY THE INSPECTOR. (ELEV. = 258.16' -NAD 83) FOR REIMBURSEMENT OF ALL WORK, SERVICES, AND MATERIALS REQUIRED BY VERIZON TO PERFORM SUCH DUTIES. 1. HMAC SHALL CONFORM TO STANDARDS SPECIFIED IN TxDOT ITEM 340, TYPE D. (g) IN AREAS NOT UNDER STRUCTURES, INITIAL BEDDING & BACKFILL SHALL BE BANK RIVER SAND. FINAL �• 19. DURING ALL PHASES OF CONSTRUCTION, THE CONTRACTOR SHALL MAINTAIN FIRE ACCESS AND FIRE FLOWS, TO 2. BASE PREPARATION: APPLY ASPHALT ONLY WHEN TEMPERATURE IS ABOVE 55' F AND IS RISING. TEMPERATURE BACKFILL MAY BE FINELY DIVIDED EXCAVATION MATERIAL AND SHALL BE ''COMPACTED IN MAXIMUM 8" LIFTS TO A ALL EXISTING AND PROPOSED BUILDINGS, IN A MANNER THAT IS ACCEPTABLE TO THE FIRE MARSHALL. FIRE SHALL BE TAKEN IN THE SHADE AND AWAY FROM ARTIFICIAL HEAT. NO ASPHALT SHALL BE PLACED WHEN GENERAL DENSITY OF NOT LESS THAN 90% OF STANDARD MAXIMUM DENSITY AS DETERMINED USING ASTM D-698 AT A CLIENT INFORMATION DENSITY TESTS ' SHOULD BE PERFORMED AT LEAST EVERY CENTRAL TEXAS HARVEY INVESTMENTS, LL( ACCESSIBILITY SHALL MEET THE MINIMUM REQUIREMENTS: WEATHER CONDITIONS, IN THE OPINION OF THE ENGINEER, ARE NOT SUITABLE. CLEAN BASE SURFACE OF DIRT, DUST, MOISTURE CONTENT OF 0% TO 4% OF OPTIMUM MOISTURE. C o SANH TRINH OR OTHER DELETERIOUS MATTER BY SWEEPING WITH ROTARY BROOM OR OTHER ACCEPTABLE MEANS. IF NECESSARY, 200 LINEAR FEET FOR EVERY TWO (2) FEET OF FILL AT LOCATIONS SPECIFIED BY THE ENGINEERING INSPECTOR. TEST A. DURING CONSTRUCTION THE PROPOSED BUILDING SHALL BE ACCESSIBLE BY THE PROPOSED FIRE LANES SPRINKLE LIGHTLY WITH WATER JUST PRIOR TO APPLICATION OF ASPHALT. SHOULD BE PERFORMED IN THE INSPECTOR'S PRESENCE UNLESS DIRECTED OTHERWISE BY THE INSPECTOR. A. REGAL OAKS DR AND A CLEAR PATH TO ALL EXISTING FIRE HYDRANTS, SHALL BE MAINTAINED; COLLEGE STATION, TEXAS 77845 B. PRIOR TO CONSTRUCTION OF ALL PROPOSED BUILDINGS, THE PROPOSED PUBLIC WATER SYSTEM 3. HOT -MIX ASPHALTIC CONCRETE SHALL CONFORM TO STANDARDS SPECIFIED IN TxDOT ITEM 340, TYPE D & 5. CONTRACTOR SHALL INSTALL 14 GAUGE SOLID COPPER TRACING WIRE (DIRECTLY ABOVE ALL PVC PUBLIC UTILITY OFF: (979) 575-4545 IMPROVEMENTS, AND AN ALL-WEATHER ROAD/ACCESS WAY, SHALL BE INSTALLED AND ACCEPTED BY THE ASPHALT CEMENT SHOULD BE GRADE AC -20. LINES, TAPED EVERY 10', AND METAL DETECTOR TAPE SHALL BE PLACED ABOVE THE LINE NO DEEPER THAN 24", PER FAX: (979) 823-5196 CITY. B/CS STANDARD CONSTRUCTION DETAIL W1-03. EMAIL: samtrinh®verizon.net _ 4. COMPACTION SHALL BE TESTED IN ACCORDANCE WITH TxDOT TEST METHOD TEX-227-F FOR DENSITY AND FILENAME: 0400CV1A SCALE: N/A TEX-208-F FOR STABILITY. THE HMAC SHALL HAVE A LABORATORY DENSITY BETWEEN 94% AND 98%. AND A B: WATER: STABILITY RANGE BETWEEN 35 - 56 AND 42 - 56 FOR THE BASE/BINDER COURSE AND SURFACE COURSE 1. ALL WATER LINE FITTINGS AND SPECIALS SHALL BE MECHANICAL JOINT, DUCTILE IRON, CLASS 350, WITH STAINLESS SUBMITTED DATE: MAY 6, 2013 RESPECTIVELY. STEEL NUTS AND BOLTS, UNLESS OTHERWISE SPECIFIED. DRAWN BY: R.A.M. 5. THICKNESS AND COMPACTION TEST, FOR THE HOT -MIX ASPHALT MATERIAL, SHALL BE VERIFIED BY CORING AND 2. UNLESS OTHERWISE SPECIFIED, THE CONTRACTOR MAY DEFLECT WATER LINES A MAXIMUM OF 1 DEGREE PER JOINT. CHECKED BY: R.A.M. IN-PLACE DENSITY TEST FOR EACH LIFT (1 TEST PER 5,000 SQ.FT. OF AREA) WITH A MINIMUM OF THREE (3) TEST THIS DEFLECTION SHALL OCCUR ALONG THE BARREL OF THE PIPE AND NOT AT THE JOINT. FIELD BOOK: N/A PAGES: N/A BEING PERFORMED PER LIFT. C. SANITARY SEWER: RME CONSULTING ENGINEERS 1. MANHOLES SHALL BE VACUUM TESTED AND SEWER LINES SHALL BE ''AIR TESTED AND TV CAMERA INSPECTED CLIENT NO. PROJECT N0. ACCORDING TO B/CS UNIFIED SPECIFICATION SECTION 33 01 30.13 PRIOR TO ACCEPTANCE. 237 - 0400 C0.1 SHEET 20F 12 2. THE CONTRACTOR SHALL CROSS THE PIPELINE AS CLOSE TO NINETY (90) DEGREES AS POSSIBLE, BUT NOT LESS SHALL APPLY. TRENCHES. PREVIOUSLY EXISTED, OR WHERE EXISTING MAINS, SERVICE LINES, OR LATERALS ARE REPLACED WITH PIPES OF r N GAS COMPANY NOTES: PRIVATE UTILITY NOTES: TCEQ RULES & REGULATIONS 217.53 (d). — SEPARATION DISTANCES): TCEQ RULES & REGULATIONS (4290.44. WATER DISTRIB TION): AND FACILITIES REQUIRE PHYSICAL VERIFICATION OF PIPELINE LOCATION PRIOR TO COMMENCEMENT OF ANY WORK. OF 48 HOURS EXCLUDING WEEKENDS AND HOLIDAYS) PRIOR TO COMMENCING CONSTRUCTION A A MINIMUM ( ACTIVITIES RELATING TO THE ENCROACHMENT WITHIN FIFTEEN FEET (15') OF THE GAS COMPANY'S PIPELINE, THE CONTRACTOR SHALL NOTIFY LOCAL ONE -CALL AND GAS COMPANIES REPRESENTATIVE. 1. THE CONTRACTOR SHALL INSTALL THE PROPOSED PRIVATE UTILITY LINES IN ACCORDANCE WITH LOCAL CODES, LATEST NATIONAL PLUMBING CODE AND ALL APPLICABLE STATE AND LOCAL LAWS. OTHER PRIVATE OR PUBLIC UTILITIES SHALL BE INSTALLED IN ACCORDANCE WITH THE UTILITY COMPANY'S SPECIFICATIONS. SHOULD THESE DRAWINGS AND SPECIFICATIONS DIFFER WITH OTHER UTILITY COMPANY'S SPECIFICATIONS, THE STRICTER OF THE TWO (D) SEPARATION DISTANCES BETWEEN PUBLIC WATER SUPPLY PIPES AND WASTEWATER COLLECTION SYSTEM PIPES OR MANHOLES. (1) COLLECTION SYSTEM PIPES MUST BE INSTALLED IN TRENCHES SEPARATE FROM PUBLIC WATER SUPPLY (E) LOCATION OF WATERLINES. THE FOLLOWING RULES APPLY TO INSTALLA OR LATERALS, AND OTHER CONVEYANCES IDENTIFIED AS POTENTIAL SOURCES RATINGS SPECIFIED SHALL BE DEFINED BY ASTM OR AWWA STANDARDS SERVICE LINES, OR LATERALS ARE THOSE THAT ARE INSTALLED WHERE IONS OF WATERLINES, WASTEWATER MAINS OF CONTAMINATION. FURTHERMORE, ALL UNLESS STATED OTHERWISE. NEW MAINS, NO MAIN, SERVICE LINE, OR LATERAL 2. THE CONTRACTOR SHALL CROSS THE PIPELINE AS CLOSE TO NINETY (90) DEGREES AS POSSIBLE, BUT NOT LESS SHALL APPLY. TRENCHES. PREVIOUSLY EXISTED, OR WHERE EXISTING MAINS, SERVICE LINES, OR LATERALS ARE REPLACED WITH PIPES OF r N THAN FORTY-FIVE (45) DEGREES. APPROVED OPEN CUTS WITHIN TEN FEET (10') OF THE GAS COMPANY'S PIPELINE DIFFERENT SIZE OR MATERIAL. 7607 EASTMARKDR., STE. 252 <7784 AND FACILITIES REQUIRE PHYSICAL VERIFICATION OF PIPELINE LOCATION PRIOR TO COMMENCEMENT OF ANY WORK. 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 DIRECTIONS TO WASTEWATER COLLECTION FACILITIES. ALL SEPARATION DISTANCES SHALL BE G� g EMAIL: civil rmen meer.com 3. CONTRACTOR SHALL INSTALL ALL ROAD CROSSINGS) IN SUCH AWAY THAT A MINIMUM VERTICAL SEPARATION OF OF THE PAVED 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 FIVE FEET (5') IS MAINTAINED BETWEEN THE TOP OF THE GAS COMPANY'S PIPELINE AND THE TOP APPROPRIATE UTILITY COMPANY. COMMISSION ON ENVIRONMENTAL QUALITY PAGE 3 CHAPTER 217 - DESIGN CRITERIA FOR DOMESTIC WASTEWATER SURFACE(S). THE CONTRACTOR SHALL MAINTAIN A MINIMUM VERTICAL SEPARATION OF FOUR FEET (4') BETWEEN THE SYSTEMS (2) POTABLE WATER DISTRIBUTION LINES AND WASTEWATER MAINS OR LATERALS THAT FORM PARALLEL UTILITY LINES FAX - (979) 764-0704 TOP OF THE GAS COMPANY'S PIPELINE AND THE BOTTOM OF ANY DITCHES. SHALL BE INSTALLED IN SEPARATE TRENCHES. TEXAS FMM REGISTRATION No. F- 4. THE CONTRACTOR SHALL NOT MOVE ANY CONSTRUCTION EQUIPMENT ACROSS THE GAS COMPANY'S PIPELINE WATER LINE NOTES PUBLIC & PRIVATES: (A) IF APPLY. A COLLECTION SYSTEM PARALLELS A PUBLIC WATER SUPPLY PIPE THE FOLLOWING REQUIREMENTS (3) NO PHYSICAL CONNECTION SHALL BE MADE BETWEEN A DRINKING WATER SUPPLY AND A SEWER LINE. ANY SURVEYOR AND/OR RIGHT-OF-WAY WITHOUT THE CONSENT OF THE GAS COMPANY'S REPRESENTATIVE. WHENEVER THE (1) A COLLECTION SYSTEM PIPE MUST BE CONSTRUCTED OF CAST IRON, DUCTILE IRON, OR PVC APPURTENANCE SHALL BE DESIGNED AND CONSTRUCTED SO AS TO PREVENT ANY POSSIBILITY OF SEWAGE ENTERING KERR SURVEYING, LLC CONTRACTOR IS APPROVED TO CROSS THE GAS COMPANY'S PIPELINE AND/OR RIGHT-OF-WAY WITH HEAVY MEETING ASTM SPECIFICATIONS WITH AT LEAST A 150 POUNDS PER SQUARE INCH PSI PRESSURE RATING FOR BOTH (PSI) THE DRINKING WATER SYSTEM. 505 CHURCH STREET COLLEGE STATION, TX 77841 EQUIPMENT. THE CONTRACTOR SHALL PLACE MATTING OR OTHER SUITABLE MATERIAL OVER THE PIPELINE AS 1. ALL DOMESTIC WATER LINE PIPE SHALL BE CONSTRUCTED OUT OF PVC (SCF1 40). PUBLIC OR FIRE WATER LINE THE PIPE AND JOINTS. DETERMINED BY THE GAS COMPANY'S FILE REPRESENTATIVE. NO LARGE VIBRATORY COMPACTION EQUIPMENT IS PIPE SHALL BE CONSTRUCTED OUT OF C900 (CLASS 200) MATERIAL. (II) A VERTICAL SEPARATION MUST BE AT LEAST TWO FEET BETWEEN THE OUTSIDE DIAMETERS OF THE (4) WHERE THE NINE -FOOT SEPARATION DISTANCE CANNOT BE ACHIEVED, THE FOLLOWING CRITERIA SHALL APPLY. OFF: (979) 268-3195 ALLOWED WITHIN THE GAS COMPANY'S RIGHT-OF-WAY, ONLY WALK -BEHIND VIBRATORY ROLLER/COMPACTOR IS PIPES. FAX: (979) 691-8904 ALLOWED WHEN WORKING OVER THE PIPELINE. THE CONTRACTOR WILL MAINTAIN A MINIMUM OF FOUR FEET (4') OF 2• THIS PROJECT SHALL BE BUILT BY MEANS OF OPEN CUT EXCEPT AS NOTED ON THE DRAWINGS. CONTRACTOR TO (III) A HORIZONTAL SEPARATION MUST BE AT LEAST FOUR FEET BETWEEN OUTSIDE DIAMETERS OF THE (A) NEW WATERLINE INSTALLATION -PARALLEL LINES. COVER OVER THE THE PIPELINE AT LOCATIONS WHERE CONSTRUCTION OR MAINTENANCE ACTIVITIES WILL TAKE PLACE DETERMINE THE LOCATIONS OF BORE PITS IN FIELD SUBJECT TO THE INSPECTOR'S APPROVAL. PIPES. (I) WHERE A NEW POTABLE WATERLINE PARALLELS AN EXISTING, NON -PRESSURE OR PRESSURE RATED OVER THE PIPELINE.(IV) A COLLECTION SYSTEM PIPE MUST BE BELOW A PUBLIC WATER SUPPLY PIPE. WASTEWATER MAIN OR LATERAL AND THE LICENSED PROFESSIONAL ENGIN ER LICENSED IN THE STATE OF TEXAS IS 3. WATER SERVICES SHALL BE SLEEVED UNDER THE PAVEMENT, AND 2' BEYOND THE BACK OF CURB WITH 4" PVC ABLE TO DETERMINE THAT THE EXISTING WASTEWATER MAIN OR LATERAL IS NOT LEAKING, THE NEW POTABLE 5, THE CONTRACTOR MAY PLACE EXCAVATED MATERIAL INSIDE THE GAS COMPANY'S RIGHT-OF-WAY, BUT MAY NOT (SCH 40). (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 i ASTEWATER MAIN OR LATERAL, MEASURED PLACE SUCH MATERIAL OVER THE PIPELINE UNLESS APPROVED BY THE GAS COMPANY'S REPRESENTATIVE. NO APPLY: VERTICALLY, AND AT LEAST FOUR FEET AWAY, MEASURED HORIZONTALLY, FROM THE EXISTING WASTEWATER MAIN OR EQUIPMENT WILL BE ALLOWED TO WORK OVER THE PIPELINE UNLESS APPROVED. ANY EXCAVATION WITHIN TWO FEET (1) IF A COLLECTION SYSTEM IS CONSTRUCTED OF CAST IRON, DUCTILE IRON, OR PVC WITH A MINIMUM LATERAL. EVERY EFFORT SHALL BE EXERTED NOT TO DISTURB THE E DDING AND BACKFILL OF THE EXISTING (2') OF THE PIPELINE WILL BE DONE BY HAND. ALL MECHANICAL DIGGING EQUIPMENT MUST HAVE THE TEETH PRESSURE RATING OF 150 PSI, THE FOLLOWING REQUIREMENTS APPLY WASTEWATER MAIN OR LATERAL. REMOVED OR BARRED WITH A PLATE WELDED ACROSS THE TEETH. 1� SANITARY SEWER NOTES (PUBLIC &PRIVATE : ): (1) 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 TNGINEER IF THE EXISTING LINE IS LEAKING, 6. ANY AND ALL USE OF THE GAS COMPANY RIGHT-OF-WAY FOR TEMPORARY WORKSPACE AND ANY AND ALL PIPES. THE EXISTING WASTEWATER MAIN OR LATERAL SHALL BE REPLACED WITH T LEAST 150 PSI PRESSURE RATED PIPE. CROSSINGS OF THE SUBJECT PIPELINE MUST BE APPROVED. THE CONTRACTOR SHALL CLEAN UP AND REPAIR ALL 1. WHEN MAKING A CONNECTION TO AN EXISTING SANITARY SEWER MANHOLE, CONTRACTOR SHALL PLUG DOWNSTREAM (II) A COLLECTION SYSTEM PIPE MUST BE BELOW A PUBLIC WATER SUPPLY PIPE. THE NEW POTABLE WATERLINE SHALL BE LOCATED AT LEAST TWO FEET AB VE THE NEW WASTEWATER LINE, MEASURED DAMAGES TO THE RIGHT-OF-WAY RESULTING FROM THE WORK. ALL REPAIRS AND CLEANUP IN THE RIGHT-OF-WAY END OF PROPOSED SANITARY SEWER. THE SEWER SHALL REMAIN PLUGGED UNTIL FINAL ACCEPTANCE BY EITHER THE (III) COLLECTION SYSTEM PIPE JOINTS MUST BE LOCATED AS FAR AS POSSIBLE FROM AN VERTICALLY, AND AT LEAST FOUR FEET AWAY, MEASURED HORIZONTALLY, F OM THE REPLACED WASTEWATER MAIN OR IS SUBJECT TO THE GAS COMPANY'S ACCEPTANCE. DESIGN CONSULTANT OR TAMUS. INTERSECTION WITH A PUBLIC WATER SUPPLY LINE. LATERAL. (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 2. UNLESS MANHOLES CAN BE MADE WATERTIGHT AND TESTED FOR NO LEAKAGE, THEY MUST BE INSTALLED SO AS 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 TO PROVIDE A MINIMUM OF NINE FEET OF HORIZONTAL CLEARANCE FROM AN EXISTING OR PROPOSED WATERLINE. IF 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 THE NINE FOOT SEPARATION DISTANCE CANNOT BE ACHIEVED, THE WATERLINE MUST BE ENCASED IN A JOINT OF 150 REQUIREMENTS APPLY: FOUR FEET AWAY, MEASURED HORIZONTALLY, FROM THE WASTEWATER MAIN OR LATERAL. PSI PRESSURE CLASS PIPE AT LEAST 18 FEET LONG AND TWO NOMINAL SIZES LARGER THAN THE WATERLINE. THE (1) A MINIMUM SEPARATION DISTANCE IS TWO FEET. MARK DATE DESCRIPTION SPACE AROUND THE CARRIER PIPE SHALL BE SUPPORTED AT 5 FOOT INTERVALS WITH SPACERS OR BE FILLED TO THE (II) IF A COLLECTION SYSTEM PIPE IS WITHIN NINE FEET OF A PUBLIC WATER SUPPLY PIPE, THE (B) NEW WATERLINE INSTALLATION - CROSSING LINES. SPRINGLINE WITH WASHED SAND. THE ENCASEMENT PIPE SHALL BE CENTERED ON THE CROSSING AND BOTH ENDS 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 OVERT; 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 3. NO CAST -IN-PLACE MANHOLES SHALL BE USED. (-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 4. ALL SANITARY SEWER PIPE 6' TO 15" SHALL BE SDR 26 PVC SEWER PIPE MEETING ASTM SPECIFICATION D-3034 PIPE BELOW THE CENTERLINE OF THE COLLECTION SYSTEM PIPE TO ONE PIPEDIAMETER ( BUT NOT LESS THAN 12 THE WASTEWATER MAIN OR LATERAL. WHENEVER POSSIBLE, THE CROSSING (SHALL BE CENTERED BETWEEN THE JOINTS ISSUED FOR OF THE WASTEWATER MAIN OR LATERAL. IF THE EXISTING WASTEWATER MAIN OR LATERAL IS DISTURBED OR SHOWS HAVING A MINIMUM PIPE STIFFNESS OF 115, UNLESS OTHERWISE NOTED. INCHES) ABOVE THE TOP OF THE COLLECTION SYSTEM PIPE. SIGNS OF LEAKING, IT SHALL BE REPLACED FOR AT LEAST NINE FEET IN BIOTH DIRECTIONS (18 FEET TOTAL) WITH AT (III) IF A COLLECTION SYSTEM CROSSES OVER A PUBLIC WATER SUPPLY PIPE, ONE OF THE FOLLOWING LEAST 150 PSI PRESSURE RATED PIPE. CONSTRUCTIOI 5. ALL MANHOLES AND SANITARY SEWER LINES SHALL BE TESTED IN ACCORDANCE WITH TCEQ CHAPTER 217. PROCEDURES MUST BE FOLLOWED: (1) EACH PORTION OF A COLLECTION SYSTEM PIPE WITHIN NINE FEET OF A PUBLIC WATER (II) WHERE A NEW POTABLE WATERLINE CROSSES AN EXISTING, PRESSURE RATED WASTEWATER MAIN OR LATERAL, �'�'� 6. CONTRACTOR SHALL INSTALL DRIP PAN ON EACH SANITARY SEWER MANHOLE LOCATED IN PAVEMENT. SUPPLY PIPE MUST BE CONSTRUCTED OF CAST IRON, DUCTILE IRON, OR PVC PIPE WITH AT LEAST A 150 PSI ONE SEGMENT OF THE WATERLINE PIPE SHALL BE CENTERED OVER THE WI STEWATER MAIN OR LATERAL SUCH THAT PRESSURE RATING USING APPROPRIATE ADAPTERS. THE JOINTS OF THE WATERLINE PIPE ARE EQUIDISTANT AND AT LEAST NINE EET HORIZONTALLY FROM THE CENTERLINE 7. ANY AND ALL D.I.P. TO BE USED WILL HAVE BOTH EXTERNAL AND INTERNAL PROTECTION. EXTERNAL (II) A COLLECTION SYSTEM PIPE MUST BE ENCASED IN A JOINT OF AT LEAST 150 PSI OF THE WASTEWATER MAIN OR LATERAL. THE POTABLE WATERLINE SHA L BE AT LEAST SIX INCHES ABOVE THE CONSTRUCTION DRAWING POLYETHYLENE TUBING OR DOUBLE WRAP WILL BE 8 MILS THICK PER LAYER AND TIED TO PIPE AT 3' MAXIMUM PRESSURE CLASS PIPE THAT IS: WASTEWATER MAIN OR LATERAL. WHENEVER POSSIBLE, THE CROSSING SHAL BE CENTERED BETWEEN THE JOINTS OF ISSUED PRIOR TO THIS INTERVAL (IF LAID), OR BANDED TO PIPE AT 1' MAXIMUM INTERVALS (w/SCREW-TIGHTENED STEEL BANDS) (IF JACKED). (-A-) CENTERED ON THE CROSSING; THE WASTEWATER,. MAIN OR LATERAL. IF THE EXISTING WASTEWATER MAIN DR LATERAL SHOWS SIGNS OF LEAKING, IT INTERNAL POLYETHYLENE (OR POLYURETHANE) LINER (OR COATINGS) WILL BE 40 MILS THICK. (-B-) SEALED AT BOTH ENDS WITH CEMENT GROUT OR MANUFACTURED SEAL; SHALL BE REPLACED FOR AT LEAST NINE FEET IN BOTH DIRECTIONS (8 FEET TOTAL) WITH AT LEAST 150 PSI DATE ARE REPLACED Bl (-C-) AT LEAST 18 FEET LONG; PRESSURE RATED PIPE. THIS SET & SHOULD NC (III) WHERE A NEW POTABLE WATERLINE CROSSES A NEW, NON -PRESSURE RATED WASTEWATER MAIN OR LATERAL (-D-) AT LEAST TWO NOMINAL SIZES LARGER THAN THE WASTEWATER COLLECTION BE USED FOR OR LATERAL IS AT LEAST 18 FEET, ONE PIPE; AND SEGMENT OF STANDARD WATERLINE IEP PEN SHALL BE CENTERED OVER THE WASTEWATER MAIN OR LATERAL SUCH THAT THE CONSTRUCTION. STORM 'SEWER NOTES (PUBLIC & PRIVATE): HORIZONTALLY FROM THE CENTERLINE OF (-E-) SUPPORTED BY SPACERS BETWEEN THE COLLECTION SYSTEM PIPE AND THE JOINTS OF THE WATERLINE PIPE ARE EQUIDISTANT AND AT LEAST NINE FEE ENCASING PIPE AT A MAXIMUM OF FIVE-FOOT INTERVALS. THE WASTEWATER MAIN OR LATERAL. THE POTABLE WATERLINE SHAL I ' BE AT LEAST TWO FEET ABOVE THE ��p�� OF TEkgSI WASTEWATER MAIN OR LATERAL. WHENEVER POSSIBLE, THE CROSSING SHALL BE CENTERED BETWEEN THE JOINTS OF r -1. ALL PRIVATE 12" - 48" STORM SEWER PIPE, EXCEPT AS NOTED, IS TO BE CONSTRUCTED OUT OF HDPE (DR 21) (4) PUBLIC WATER SUPPLY PIPE AND COLLECTION SYSTEM MANHOLE SEPARATION. THE WASTEWATER MAIN OR LATERAL. THE WASTEWATER PIPE SHALL HAVE MINIMUM PIPE STIFFNESS OF 115 PSI AT * J •••,, PIPE CONFORMING TO ASTM F-714 AND HAVING A MINIMUM PIPE STIFFNESS OF 46. 5.0% DEFLECTION. THE WASTEWATER MAIN OR LATERAL SHALL BE EMBEDDED IN CEMENT STABILIZED SAND (SEE ;k••;, u< 00 (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 /,._._ 0 :,•,•.CA WATERTIGHT, AS SUPPORTED BY LEAKAGE TESTS SHOWING NO LEAKAGE, THEY MUST BE INSTALLED A MINIMUM OF JOINT ON EACH END. / 2. ALL PUBLIC STORM SEWER PIPE, EXCEPT AS NOTED, IS TO BE CONSTRUCTED OUT OF REINFORCED CONCRETE PIPE _ •a : • •/ . :-•• `i (RCPT; -ASTM, C76, CLASS III WITH RUBBER GASKETED PROFILE CONFORMING TO ASTM C443. 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 </C •.'t��,, AND A STANDARD LENGTH OF THE WASTEWATER PIPE IS LESS THAN 18 FEET IN LENGTH, THE POTABLE WATER PIPE �� •. 3. CONTRACTOR SHALL PROVIDE A MINIMUM OF 12" (TWELVE INCHES) CLEARANCE AT STORM SEWER AND WATER LINE (B) F7 A NINE -FOOT SEPARATION DISTANCE CANNOT BE ACHIEVED, THE REQUIREMENTS IN PARAGRAPH SEGMENT SHALL BE CENTERED ,OVER ':HE WASTEWATER LINE. THE MATERI LS AND METHOD OF INSTALLATION SHALL �t / CROSSINGS, AND A MINIMUM OF 6" (SIX INCHES) AT STORM SEWER AND SANITARY SEWER CROSSINGS.(3) OF THIS SUBSECTION APPLY. CONFORM WITH ONE OF THE FOLLOWING OPTIONS. 4. UNLESS OTHERWISE SPECIFIED, THE CONTRACTOR SHALL INSTALL ALL STORM SEWER DRAIN PIPE IN ACCORDANCE (1) WITHIN NINE FEET HORIZONTALLY OF EITHER SIDE OF TH WATERLINE, THE WASTEWATER PIPE AND JOINTS SHALL BE CONSTRUCTED WITH THE TRENCH _ DETAIL CONTAINED IN THESE CONSTRUCTION DRAWINGS. GENERALLY THE BEDDING AND BACKFILLING WITH PIPE MATERIAL HAVING A MINIMUM P ESSURE RATING OF AT LEAST 150 PSI. AN SHALL CONFORM TO THE FOLLOWING STANDARDS: ABSOLUTE MINIMUM VERTICAL SEPARAiiON DISTANCE OF TWO FEET SHALL BE PROVIDED. THE WASTEWATER MAIN OR LATERAL SHALL BE LOCATED BELOW THE WATERLINE. REINFORCED CONCRETE PIPE: (II) ALL SECTIONS OF WASTEWATER MAIN OR LATERAL WITHIN NI 'E FEET HORIZONTALLY OF THE WATERLINE (A) STRUCTURAL AREAS - UNDER PROPOSED STREETS AND STRUCTURES, INITIAL BEDDING & BACKFILL SHALL SHALL BE ENCASED IN AN 18 -FOOT (OR LONGER) SECTION OF PIPE. FLEXIB E ENCASING PIPE SHALL HAVE A MINIMUM „ PIPE STIFFNESS OF 115 PSI AT 5.0% DEFLECTION. THE ENCASING PIPE SH LL BE CENTERED ON THE WATERLINE AND BE CEMENT STABILIZED SAND AND SHALL BE COMPACTED IN LIFTS NOT GREATER THAN 6 . FINAL BACKFILL SHALL BE AT LEAST TWO NOMINAL PIPE DIAMETERS LARGER THAN THE WASTEWATER MAIN OR LATERAL. THE SPACE j SHALL CONSIST OF CLASS III MATERIAL AND SHALL BE COMPACTED IN MAXIMUM 8" LIFTS TO A DENSITY OF AROUND THE CARRIER PIPE SHALL BE SUPPORTED AT FIVE-FOOT (OR LES) INTERVALS WITH SPACERS OR BE FILLED NOT LESS THAN 98% OF STANDARD MAXIMUM DENSITY AS DETERMINED USING ASTM D-698 AT A MOISTURE - TO THE SPRINGLINE WITH WASHED SAND: EACH END OF THE CASING SHALL BE SEALED WITH WATERTIGHT NON -SHRINK CONTENT OF 0% TO 4% OF OPTIMUM MOISTURE. DENSITY TESTS SHOULD BE PERFORMED AT LEAST EVERY CEMENT GROUT OR A MANUFACTURED WATERTIGHT SEAL. AN ABSOLUTE MINIMUM SEPARATION DISTANCE OF SIX INCHES , ^ 200 LINEAR FEET FOR EVERY TWO (2) FEET OF FILL AT LOCATIONS SPECIFIED BY THE ENGINEERING BETWEEN THE ,ENCASEMENT PIPE AND THE WATERLINE SHALL BE PROVIDED. THE WASTEWATER LINE SHALL BE LOCATED V INSPECTOR. TESTS SHOULD BE PERFORMED IN THE INSPECTOR'S PRESENCE UNLESS DIRECTED OTHERWISE BY BELOW THE WATERLINE. W X < THE INSPECTOR. (III) WHEN A NEW WATERLINE CROSSES UNDER A WASTEWATER MAIN OR LATERAL, THE WATERLINE SHALL �-- 0 �..� W (B) NON-STRUCTURAL AREAS - IN AREAS NOT UNDER STRUCTURES, INITIAL BEDDING & BACKFILL SHALL BE BE ENCASED AS DESCRIBED FOR WASTEWATER MAINS OR LATERALS IN SUBCLAUSE (11) OF THIS CLAUSE ORt ^ Q 5;1- BEDDING TYPE "C". FINAL BACKFILL SHALL CONSIST OF CLASS IV B MATERIAL AND SHALL BE COMPACTED IN CONSTRUCTED OF DUCTILE IRON OR STEEL PIPE WITH MECHANICAL OR WELDED JOINTS AS APPROPRIATE. AN V !O w p MAXIMUM 8" LIFTS TO A DENSITY OF NOT LESS THAN 90% OF STANDARD MAXIMUM DENSITY AS DETERMINED ABSOLUTE MINIMUM SEPARATION DISTANCE OF ONE FOOT BETWEEN THE WATERLINE AND THE WASTEWATER MAIN OR W Z m F- USING ASTM D-698 AT A MOISTURE CONTENT OF 0% TO 4% OF OPTIMUM MOISTURE. DENSITY TESTS SHOULD LATERAL SHALL BE PROVIDED. BOTH THE WATERLINE AND WASTEWATER MAIN OR LATERAL MUST PASS A PRESSURE '..� BE PERFORMED AT LEAST EVERY 200 LINEAR FEET FOR EVERY TWO (2) FEET OF FILL AT LOCATIONS SPECIFIED AND LEAKAGE TEST AS SPECIFIED IN AWWA C600 STANDARDS. p BY THE ENGINEERING INSPECTOR. TEST SHOULD BE PERFORMED IN THE INSPECTOR'S PRESENCE UNLESS (V) WHERE A NEW POTABLE WATERLINE CROSSES A NEW, PRESSURE RATED WASTEWATER MAIN OR O ,j� 0 U "V DIRECTED OTHERWISE BY THE INSPECTOR. LATERAL, ONE SEGMENT OF THE WATERLINE PIPE SHALL BE CENTERED OVER THE WASTEWATER LINE SUCH THAT THE JOINTS OF THE WATERLINE PIPE ARE EQUIDISTANT AND AT LEAST NINE FEE TW HORIZONTALLY FROM E CENTER LINE OF Z Q 1 ON = to HDPE (ADS) PIPE: THE WASTEWATER MAIN OR LATERAL. THE POTABLE WATERLINE SHALL BE AT LEAST SIX INCHES ABOVE THE Z > d:< (A) STRUCTURAL AREAS - UNDER PROPOSED PARKING AND SIDEWALKS, INITIAL BEDDING & BACKFILL SHALL WASTEWATER MAIN OR LATERAL. WHENEVER POSSIBLE, THE CROSSING SHALL BE CENTERED BETWEEN THE JOINTS OF Z �/ 0 m THE WASTEWATER MAIN OR LATERAL. THE WASTEWATER PIPE SHALL HAVE A MINIMUM PRESSURE RATING OF AT LEAST BE CEMENT STABILIZED SAND AND SHALL BE COMPACTED IN LIFTS NOT GREATER THAN 6". FINAL BACKFILL N LL I' 150 PSI. THE WASTEWATER MAIN OR LATERAL SHALL BE EMBEDDED IN CEMENT STABILIZED SAND (SEE CLAUSE (VI) W Q Z SHALL CONSIST OF CLASS III MATERIAL AND SHALL BE COMPACTED IN MAXIMUM 8" LIFTS TO A DENSITY OF W w O NOT LESS THAN 98% OF STANDARD MAXIMUM DENSITY AS DETERMINED USING ASTM D-698 AT A MOISTURE OF THIS SUBPARAGRAPH) FOR THE TOTAL LENGTH OF ONE PIPE SEGMEN PLUS 12 INCHES BEYOND THE JOINT ON w �' Z > - CONTENT OF 0% TO 4% OF OPTIMUM MOISTURE. DENSITY TESTS SHOULD BE PERFORMED AT LEAST EVERY EACH END. VI EN STABILIZED SAND BEDDING IS REQUIRED, TH CEMENT STABILIZED SAND SHALL HAVE A Z V S < 200 LINEAR FEET FOR EVERY TWO (2) FEET OF FILL AT LOCATIONS SPECIFIED BY THE ENGINEERING ( ) WHERE CEMENT Q r• �.jJ N W INSPECTOR. TESTS SHOULD BE PERFORMED IN THE INSPECTOR'S PRESENCE UNLESS DIRECTED OTHERWISE BY MINIMUM OF 10% CEMENT PER CUBIC YARD OF CEMENT STABILIZED SAN MIXTURE, BASED ON LOOSE DRY WEIGHT O T_ J (I Ld THE INSPECTOR. VOLUME (AT LEAST 2.5 BAGS OF CEMENT PER CUBIC YARD OF MIXTURE THE CEMENT STABILIZED SAND BEDDING (� NW (B) NON-STRUCTURAL AREAS - IN AREAS NOT UNDER STRUCTURES, INITIAL BEDDING & BACKFILL SHALL BE SHALL BE A MINIMUM OF SIX INCHES ABOVE AND FOUR INCHES BELOW THEWASTEWATER MAIN OR LATERAL. THE USE 0 J CEMENT STABILIZED SAND AND SHALL BE COMPACTED IN LIFTS NOT GREATER THAN 6". FINAL BACKFILL OF BROWN COLORING IN CEMENT STABILIZED SAND FOR WASTEWATER MAIN R LATERAL BEDDING IS RECOMMENDED FOR N ! 1 0 V U SHALL CONSIST OF CLASS IV B MATERIAL AND SHALL BE COMPACTED IN MAXIMUM 8" LIFTS TO A DENSITY OF THE IDENTIFICATION OF PRESSURE RATED WASTEWATER MAINS DURING FUTURE CONSTRUCTION. Q �Y't NOT LESS THAN 90% OF STANDARD MAXIMUM DENSITY AS DETERMINED USING ASTM D-698 AT A MOISTURE (5) WATERLINE AND WASTEWATER MAIN OR LATERAL MANHOLE OR CLEANOUT SEPARATION. THE SEPARATION 1.1.1 CONTENT OF 0% TO 4% OF OPTIMUM MOISTURE. DENSITY TESTS SHOULD BE PERFORMED AT LEAST EVERY DISTANCE FROM A POTABLE WATERLINE TO A WASTEWATER MAIN OR LATERAL MANHOLE OR CLEANOUT SHALL BE A 200 LINEAR FEET FOR EVERY TWO (2) FEET OF FILL AT LOCATIONS SPECIFIED BY THE ENGINEERINGMINIMUM OF NINE FEET. WHERE THE NINE -FOOT SEPARATION DISTANCE CANNOT BE ACHIEVED, THE POTABLE WATERLINE INSPECTOR. TEST SHOULD BE PERFORMED IN THE INSPECTOR'S PRESENCE UNLESS DIRECTED OTHERWISE BY SHALL BE ENCASED IN A JOINT OF AT LEAST 150 PSI PRESSURE CLASS' PIPE AT LEAST 18 FEET LONG AND TWO - THE INSPECTOR. 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 SPRINGLI E 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 CENTRAL TEXAS HARVEY INVESTMENTS, LLC (7) LOCATION OF POTABLE OR RAW WATER SUPPLY OR SUCTION LINES. SUCTION MAINS TO PUMPING EQUIPMENT C/o SANH TRINH SHALL NOT CROSS WASTEWATER MAINS, WASTEWATER LATERALS, OR WASTEIIWATER SERVICE LINES. RAW WATER SUPPLY 4405 REGAL OAKS DR LINES SHALL NOT BE INSTALLED WITHIN FIVE FEET OF ANY TILE OR CONCRETE WASTEWATER MAIN, WASTEWATER COLLEGE STATION, TEXAS 77845 LATERAL, OR WASTEWATER SERVICE LINE. OFF: (979) 575-4545 FAX: (979) 823-5196 (8) PROXIMITY OF SEPTIC TANK DRAINFIELDS. WATERLINES SHALL NOT BE INSTALLED CLOSER THAN TEN FEET TO EMAIL: samtrinh®verizon.net SEPTIC TANK DRAINFIELDS. FILENAME: 0400CVlA I SCALE: N/A SUBMITTED DATE: MAY 6, 2013 DRAWN BY: R.A.M. L CHECKED BY: R.A.M. (' FIELD BOOK: N/A PAGES: N/A RME CONSULTING ENGINEERS CLIENT NO. PROJECT O. 237 - 0400 C0.2 SHEET 30F 12 i PLAN N0 IRT HARVEY ROAD;EAST 4'x7' BOX CU�\ - '• ��� LOT 1R BLOCK ONE 1. REFER TO SHEET C0.1 & C0.2 FOR ' X' MARKED IN \\ (VOLUME 2541, PAGE 235) - CONCRETE 4'x7' BOX CUL ERT \�`\� --_ EROSION CONTROL AND MISC. t N 31040'16" W = = = = — = CONSTRUCTION NOTES. — --- r 4 ' 4'x7' BOX CU VERT z _N PLAN 7607 EAST�4ARK DR., STE. 252 <77840> 4.68 — — — — —Ij /- "X" MARKED IN _ Of _ 100 -YR FLOODPLAIN PER NORTH 2• REFER TO SHEET C1.2, C1.3, C2.2, & POST OFFICE BOX 9253 — — — N 43'58'07" E — 200.99' CONCRETE z --N- 42'331-11 "_E — 260.00' LOMR CASE No. C2.3 FOR GRADING AND DRAINAGE COLLEGE STATION, TEXAS 77842 — — -- — — •�� �- — — —-�, — �„�� — — — �. _ 01-06-356P — — — — — — 0 20 40 EMAIL: civil@rmengineer.com 4'x7 BOX CU�/ERT EFFECTIVE DATE OF 1/17/02 CONSTRUCTION DESIGN & DETAILS. "X" MARKED IN I _ \ _____ _= 252 ow CONCRETE — — _ _ _ _ — '-- -.._. i 0 cn BFE-255.23' OFFICE - (979) 764-0704 4'x7' BOX CULVER`( — — — — — — — — — — — — — — — — — — — — — — w — _ ---ZD I— _ — — — — — — — SCALE: 1" = 20' FAX - (979) 764-0704 — -� — — — — — — — — — — — — — _ ! _ _ — — — — — --:- VE 3. REFER TO SHEET C1.6 FOR SEEDING TEXAS FIRM REGISTRATION No. F-4695 \ — — �- — - - — — l — • �y • �y — — _ _ _ — — — AND SODDING REQUIREMENTS. SURVEYOR �__ • • KERR SURVEYING, LLC .— FF FF FF FF FF FF FF FF FF FF \ FF FF —� FF FF FF FF FF FF FF - -�5 FF — FF — FF - FF - FF FF FF FF FF FF T.B.M. 1�`. SQUARE CHISELED IN CURB INLET 505 CHURCH STREET SPRINGER'S FRONTAGd LOCATED ON THE SOUTH SIDE OF HARVEY ROAD COLLEGE STATION, TX 77841 LOT 1 — — — — - (VOLUME 4227, PAGE 274) I \ \ ---__ '' -'/ / 25-� -- —' '-- --_ �No. C' �s. / \ — — — / APPROXIMATE MIDDLE ROF SUBJECT B INLET OTRACT. CATED IN THE OFF: (979) 268-3195 SAW CUT & REMOVE > IPB / IPB J / EXISTING CURB - F \ � / L , FAX: (s7s) 691-8904 AS REQUIRED (ECFV. = 258.16 -NAD 83) \ \ \ 3 ER SION I CONTROL LEGEND \ TYPICAL INLET PROTECTION / APPROXIMATE LOCATION OF / / FILTER FABRIC FENCE di' BARRIER - PLACED AT (REINFORCED FFF MAY BE REQ'D CONTRACT SHALL PLACE SILT 8" PUBLIC WATER LINE / \ FF Oc} FENCING UNTIL ADEQUATE / / ) ALL INLETS UNTIL GROUND IN THESE AREAS � cu MEASURES ARE IN PLACE TO ESOEEN TABLISHED KEEP SILT FROM � RFB �C REINFORCED FILTER FABRIC FENCE � DISCHARGING INTO DRIVE / 3 SC STABILIZED CONSTRUCTION ENTRANCE AND/OR CREEK 30' PRIVATE ACCESS , ' /\ IPB INLET PROTECTION BARRIER (PH 2) EASEMENT & PUE (1122/8) ) IPB ' •O \? � _IP _B1 ' �A SYMBOL & LINE LEGEND \zQS' POWER POLE z / LOT 2 1 ^I" LIGHT POLE MARK DATE DESCRIPTION / > w M ? GUY WIRE ANCHOR _ �ss 2.064 ACRES I \ ' ' /NI m�"j � GAS PIPELINE RISER CONCRETE WASHOUT / / co my f�l!"N WATER VALVE SUBSTANTIALLY / LOCATED WHERE REQUIRED ` \ \ / .� ( o ®>m WATER METER BY CONTRACTOR / Q -i- ' COMPLETE i \ -t / M �m �i cv DOUBLE CHECK VALVE <04 (VEv ELECTRIC VALVE ISSUED FOR bi CONTRACT SHALL PLACE SILT \ / \ >-1_ v BALL VALVE FENCING UNTIL ADEQUATE / / / J ®EM ELECTRICAL TRANSFORMER CONSTRUCTION MEASURES ARE IN PLACE TO \ ' \ \ / / �� ®M GAS METER l ` / / Q O H MANHOLE KEEP SILT FROM \ / 5/6/13 \ DISCHARGING INTO DRIVE ' — / W-0. CLEANOUT ii AND/OR CREEK / CONSTRUCTION DRAWINGS — — \ � — — — — FIRE HYDRANT ISSUED PRIOR TO THIS FF FF FF ® TP TELEPHONE PEDESTAL DATE ARE REPLACED BY HAI AREA INLET -- JUNCTION BOX THIS SET & SHOULD NOT' SAW CUT & REMOVE EXISTING CURB \ 12 S.F. OF ROCK RIP -RAP -� — -' — — p -*AL AREA LIGHT GROUND BE USED FOR " - AS REQUIRED -& PAVEMENT - 5�i w/FILTER FABRIC & - (GROUND) • =12 S.F. OF ROCK RIP -RAP / _ / i2 °' 12 S.F. OF ROCK RIP -RAP • • PB FIXED PIPE BOLLARD CONSTRUCTION. - COORDINATE THIS WORK w/ADJ. DISCHARGE POINT - 6 q57 — 3 / w FILTER FABRIC & - / Q ' w FILTER FABRIC & / l LANDOWNER TO MINIMIZE DISRUPTION / TO 8"0 STONES (20 LB / __- / o CURB INLET ��OF T>>�l / AN sEwER 1' TO SERVICES DISCHARGE. POINT - 6 �. _ _ 25� - / MINIMUM DISCHARGE POINT - 6 MANHOLE r ) / -` BUILDING SETBACK LINE S�P.��•••• Ek�s>t • • 1I TO 8"0 STONES (20 LB `� TO 8 STONES (20 LB SAN. SEWER (,v----�-- PROPERTY LINE *:•'• �'•. �1� 3 / MINIMUM) MANHOLE -------- EASEMENT LINE / . R=259:40' : 4 MINIMUM) \ E ....,. - ..... - ., �.F/L(NNO :2.49,80' •. �.� APPROXIMATE LOCATION OF � ( _ °.E/L(W)4 254.85... !. \ / / 8" PUBLIC SANITARY \ �R-256.41' • SEWER LINE \ — P.U.E. PUBLIC UTILITY EASEMENT ,, „ AL ---� 56--- F L� 24Z.8q � • � F.H. 259 / 8"Sg ass ` 8ss 8 ss 8"SS 8"SS \ ` 8"SS ass --Z58— M.H. ° \ / 15 P.U.E. " < cc i -- FF - FF - FF FF FF FF FF - FF - FF �, FF FF - FF - - FF - FF FF FF - - FF — FF - — — — — - FF _ o FF _ OHE FF _ o E_ FF o _ FF FF FF FF -GHE, T G GASUT U — T P — uT F F uT — FF UT — OHE —HUT FF FF FF F F T — — �%8 (1� A — —257— _ _ �/8, I.R� I T -- — - — --258— —20'- - APPROXIMATE LOCATION 30 S.F. OF ROCK RIP -RAP — _ (1122/813) _--- — —x-56— � I fi5r0 RCP- - - \� --- ___ — --257— -OF TEtEPHONE-LIN>� _ w/FILTER FABRIC & - - w -- w — w\ w -- w -- w =2 w = -w----w_-- w w -- w — w -- w -- w -- w -- w =-w-- — w^-- =w DISCHARGE POINT - 6"0 — w -- w -- w -- w -- _ —__:—�r----w-�2-55w = w =--w -- _w- - _ TO 8"0 STONES (20 LB sT11c)P ---APPROXHv1�TE-L-OEATION. OF _ _ — — — — -__ _ _ MINIMUM) - — — — _ _ _ _ CALL BEFORE YOU DIG Z 4" ATMOS GAS LINE '� — — Z APPROXIMATE LOCATION OF \ 12" PUBLIC WATER LINE -HARVEY ROAD EAST S.H. No. 30 I 259 \ (120' RIGHT-OF-WAY) -�*-.,—T.B.M. #1 V ` ELEV.=258.16' w -- w -- w -- w -- w -- w -- w -- w FF FF FF FF P.P. 254— EXISTING CONCRETE DRIVEWAY APRON HARVEY ROAD EAST N S.H. No. 30 (120' RIGHT-OF-WAY) w -- w 3" TO 5"0 STONE (ASTM D448) GEOTEXTILE FABRIC EXISTING SUBGRADE 12' (MIN) ACCESS STREET CROSS-SECTION CONSTRUCTION ENTRANCE N.T.S. HAY BALE BARRIER FENCEcC7C' In17TAII , AREA INLET i0 EXISTING GRADE7 1 1G SET HAY BALE FENCE L,11 rn -10" Au,Av con►. AREA INLET INLET SILTATION CONTROL N.T.S. PLASTIC LINER d - 1 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. 1. 8' MIN. EXISTING ELEVATION VIEW SUBGRADE m 0 -0 8'x8' BOTTOM PIT AREA (MIN) GEOTEXTILE BAGS FILLED WITH SAND OR GRAVEL - TO ANCHOR PLASTIC LINER CRUSHED ROCK RUMBLE, E WASTE MATERIAL OR w COMPACTED WASTE o0 0 ® SUBGRADE x X m 18" MIN GEOTEXTILE WITH SAND OR GRA TO _ •• • TOP m 40 PLAN VIEW CONCRETE WASHOUT 3' LONG METAL "T" ® 10' SPACING-, O.C. (MAX) EXISTING GROUND / I SEE DETAIL "A" (DOWNSTREAM) u • • • METALPOST w •1 • WIRE MESH FENCE z < • -• : • ' .. FILTER FABRIC F_ Ld >• TO WIRE • • 71 .' ■ • 00 cy- Lij TIE SILT FENCE REVI ►�i�i�i�i�i�i�i. ►�i�ib�ib�i�i COMPLIANCEWED FOR TOGETHER AT JOINTS . WITH NYLON CORD COMPACTED MAY 2 8 2013 GROUND 24" HIGH SILT FENCE, AS MANUFACTURED BY SILT STOP OR EQUIVALENT COMPACTED FILL COLLEGE STATI r; ENGINEERING CLIENT INFORMATION CENTRAL TEXAS HARVEY INVESTMENTS, LL c/o SANH TRINH 4405 REGAL OAKS DR COLLEGE STATION, TEXAS 77845 OFF: (979) 575-4545 FAX: (979) 823-5196 EMAIL: samtrinh®verizon.net FILENAME:0400EClA I SCALE: 1"=20' I) SUBMITTED DATE: MAY 6, 2013 DRAWN BY: R.A.M. i WIRE & SILT FENCE CHECKED BY: R.A.M. j \� » FIELD BOOK: N/A PAGES: N/A / , BURIED 6 BELOW GRADE \V/ RME CONSULTING ENGINEERS; (UPSTREAM) CLIENT NO. PROJECT NO,. 237 — 0400 ' E VIEWNOTE: INSTALL ALL EROSION CONTROL MEASURES IN FENCING '. ACCORDANCE WITH B/CS ■ STANDARD DETAIL Cl 0 N.T.S. SWPP1-03 SHEET 40F 12 25� N GATEWAY PARK SUBDIVISION LOT 2, BLOCK ONE PljAN (VOLUME 2541, PAGE 235) VARIABLE WIDTH SHARED NORTH ' ACCESS & PARKING EASEMENT 0 20 40 \ / (VOL. 2541, PG. 235) \-- —� SCALE: 1" = 20' FF FF FF FF FF FF w Q INSTALL (IF NECESSARY) 12"0 DIP DRAIN PIPE W I LOW POINT TO PROVIDE— ADEQUATE z CROSS -DRAINAGE _1 _ NOTE: U DRESS WITH SUFFICIENT STONE AND WIDTH & LENGTH OF ENTRANCE TO PREVENT Q — — 8" mss— sus ass — CONSTRUCTION TRAFFIC FROM TRACKING MUD ONTO ACCESS STREET. w -- w -- w -- w -- w -- w -- w -- w FF FF FF FF P.P. 254— EXISTING CONCRETE DRIVEWAY APRON HARVEY ROAD EAST N S.H. No. 30 (120' RIGHT-OF-WAY) w -- w 3" TO 5"0 STONE (ASTM D448) GEOTEXTILE FABRIC EXISTING SUBGRADE 12' (MIN) ACCESS STREET CROSS-SECTION CONSTRUCTION ENTRANCE N.T.S. HAY BALE BARRIER FENCEcC7C' In17TAII , AREA INLET i0 EXISTING GRADE7 1 1G SET HAY BALE FENCE L,11 rn -10" Au,Av con►. AREA INLET INLET SILTATION CONTROL N.T.S. PLASTIC LINER d - 1 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. 1. 8' MIN. EXISTING ELEVATION VIEW SUBGRADE m 0 -0 8'x8' BOTTOM PIT AREA (MIN) GEOTEXTILE BAGS FILLED WITH SAND OR GRAVEL - TO ANCHOR PLASTIC LINER CRUSHED ROCK RUMBLE, E WASTE MATERIAL OR w COMPACTED WASTE o0 0 ® SUBGRADE x X m 18" MIN GEOTEXTILE WITH SAND OR GRA TO _ •• • TOP m 40 PLAN VIEW CONCRETE WASHOUT 3' LONG METAL "T" ® 10' SPACING-, O.C. (MAX) EXISTING GROUND / I SEE DETAIL "A" (DOWNSTREAM) u • • • METALPOST w •1 • WIRE MESH FENCE z < • -• : • ' .. FILTER FABRIC F_ Ld >• TO WIRE • • 71 .' ■ • 00 cy- Lij TIE SILT FENCE REVI ►�i�i�i�i�i�i�i. ►�i�ib�ib�i�i COMPLIANCEWED FOR TOGETHER AT JOINTS . WITH NYLON CORD COMPACTED MAY 2 8 2013 GROUND 24" HIGH SILT FENCE, AS MANUFACTURED BY SILT STOP OR EQUIVALENT COMPACTED FILL COLLEGE STATI r; ENGINEERING CLIENT INFORMATION CENTRAL TEXAS HARVEY INVESTMENTS, LL c/o SANH TRINH 4405 REGAL OAKS DR COLLEGE STATION, TEXAS 77845 OFF: (979) 575-4545 FAX: (979) 823-5196 EMAIL: samtrinh®verizon.net FILENAME:0400EClA I SCALE: 1"=20' I) SUBMITTED DATE: MAY 6, 2013 DRAWN BY: R.A.M. i WIRE & SILT FENCE CHECKED BY: R.A.M. j \� » FIELD BOOK: N/A PAGES: N/A / , BURIED 6 BELOW GRADE \V/ RME CONSULTING ENGINEERS; (UPSTREAM) CLIENT NO. PROJECT NO,. 237 — 0400 ' E VIEWNOTE: INSTALL ALL EROSION CONTROL MEASURES IN FENCING '. ACCORDANCE WITH B/CS ■ STANDARD DETAIL Cl 0 N.T.S. SWPP1-03 SHEET 40F 12 / -- - - - - - - - - - -- - - - OR FORMERLY - PROPERTY INFORMATION 41N 4'x7' Box CULVERT LANDMARKWACQUISITIONS I, LTD. LOT V R BLLOOCK�ONE PROVIDE 12'-0" MINIMUMHARVEi' ROAD EAST f--�(VOLUME 4521, PAGE 168) (VOLUME 2541, PAGE 235) CLEARANCE (BOTH DIRECTION) IN LOT 2, BLOCK 1 ' 5' MARKCALLED: 8.158 ACRES ZONED: C-2 THE INTERIOR OF THE DUMPSTERx7' BOX CULVERTPAD SEE DETAIL SHEET C2.1 '� )CONC- (VOL. 1122 PG. 813 • »Q�N (2.0777-7 7 6 ACR S or 89,734 SQ.FT.) N 31 4016 W N ZONED: C-17' BOX CULVERT Q 1 -BAY FRONT LOADING DUMPSTER PLAN 7607 EASTMARK DR., STE. 252 <77840> 4.68 X" MARKED IN < 100 -YR FLOODPLAIN PERCONCRETE RETAINING N 43.58'0%" E - 200.99' o LOMR CASE No. CONCRETE !- » , PAD w/8 HIGH SCREENING WALL NORTH NO a OR FORMERLY POST OFFICE BOX 9253 BOX CULVERT WALL & 6 HIGH -- �. , 01-06-356P �? 3311 60.00 (MATCH FACADE' OF BUILDING) & 0 20 ao TEXAS KJ INVESTMENTS, LLC COLLEGE STATION, TEXAS 77842 "X" MARKED IN WOOD FENCE EFFECTIVE DATE OF 1/17/02EMAIL: civil@rmengineer.com CONCRETE 0 cWn BFE�255.23'2-6' PANEL STEEL GATES - SEE (VOLS 8391, PG. 81) OFFICE - (979) 764-0704 8'x12' CONCRETE W CIVIL SITE NOTE #11SCALE: ><° = 20'ox CULVERT PARKING REQUIREMENTS: FAX - (979) 764-0704 / PAD FOR 6 -BAY TYPICAL / ORDINANCE: TEXAS FIRM REGISTRATION No. F-469 BICYCLE RACK --' HOTEL - 1 SPC/ WELLING UNIT SURVEYOR NOW OR FORMERLY � � 15' BUILDING -SETBACK' AMBULATORY �� • • �� • • �� • • • • • �� • • • • DREWDAWN - - - - - - - - - - - _ __ - _ _ • • RAMP -TYPE 1 MEETING ROOM - 1 SPC 200 S.F. ENTERPRISES INC. - - - - / KERR SURVEYING LLC (VOLUME 4227, PAGE 274) TYPICAL REQUIRED: 505 CHURCH STREET CALLED: 1.08 ACRES SPC (9'x18' AMBULATORY / 69 DWELLING UNI IS = 69 SPACES COLLEGE STATION, TX 77841 / 37.00' RAMP - TYPE 1 _ 6" CONCRETE o 13.00' --� 600 S.F. MEETING'' AREA (600/200) = 3 SPC ❑O J.B. A,I, PAVING ``� OFF: (979) 268-3195 � E a J.B. � A.I. , D* Q ELECTRIC TOTAL REQUIRED 72 SPACES FAX: (979) 691-8904 SPRINGERS FRONTA / 30 33 c�! cV J.B. TRANSFORMER (' LOT 1 '�> o PROVIDED: (VOLUME 4227, PAGE 274) � So, PAD / REGULAR = 68 S ACES o S�, A/C PADS A/C PADS Q , �• H/C = 4 SPACES ZONED: C-1 N A L A L A.L.A.L. 1 F-1 IF E E A.L. A L A.L. / TOTAL = 72 SPACES p Lq SQ.FT. Q.F . I I I - E.M. A.L. SQ.FT. / / L.P. L.P. R �p o ®® 2-W.M.'s ISLAND RE UIREMENTS: CV 4'ro R� 5 o / L / •p - ;�,� �,�� r'SO ��• 65 � / � D.C.. O / THE SQUARE -FOOTAGE SHOWN AT INTERIOR END `` = B AYM ON T INN & SUITES < 64 ISLANDS INCLUDES THE REQUIRED AREA FOR / 34 �n .-. CL / SINGLE OR DOUBLE END ISLANDS. ONLY THE v SEE POOL x D� r� TYPICAL 3 - STORY (EAVE HEIGHT=43 6) - d, CONTRACTOR FOR U /� EXCESS AREA IS ILLUSTRATED BELOW. AMBULATORY HOTEL w MEETING AREA A I. SITE PLUMBING, 7 / W o INTERIOR PARKING = 31 SPACES v- o 41 RAMP -TYPE 2 0 � o 0 c� o ELECTRIC, SECURITY BUILDING FOOTPRINT = 11,857 SQ.FT. ICO o A.I. 0z U) O) / REQ'D INT. ISLAND AREA= (31/15x180)=372SQ.FT. p a 30PRIVATE ACCESS (o FENCING, ETC... �Y o� GROSS AREA = 35,250 SQ.FT. - (o 0 < �'� PROVIDED INTERIOR ISLAND AREA = 376 SQ.FT. • �, / EASEMENT & PUE (1122/813) H bV N a u 11 � s v / m 23.50' 0 IFC CONSTRUCTION TYPE = VB � / Lli NG a) ai MARK DATE DESCRIPTION PROPOSED H/C PARKI. ft�Oz v ROW w/SIGNS, WALKS, TYPICAL FIRE TYPICAL 4" WIDE � I PLAN NOTES: / 0z 5;<CONCRETE °; ° LANE STRIPING W RETAINING WALL SUBSTANTIALLY o Q CURB STOPS, ETC... PAINTED STRIPING �' / 1. REFER TO ' HEET C0.1 & C0.2 FOR "0 (WHITE) 10' P.U.E. / w/COLORED AND MISC. CONSTRUCTION COMPLETE co ISO (9903/184) SITE, PARKING, A.L. A.L. A.L. A.L. A. A. L. TONE FACADE NOTES. i I ISSUED FOR 10' WALK s ( s �;� ; • 10 WALK '� s, .r. �.�::.. 58 40 L 11( �� 72 2.3s 2. REFER TO HEET C2.1 FOR SITE & CONSTRUCTION ,--- 2 PC ,80 I F.D.C. / PARKING DETAIL 516113 TYPIOAL 4 WIDE (g, 18') Q_FT 8.50' / PAINTED STRIPING 360 19 0' H/C 6 S 9' 18' =75.5 ' 350 O0 350 2 H/C &I 9'x18')=70.00' 360 • WHITE SQ.FT. SQ.FT. p� N o SQ. FT. SQ.FT. / 3. UNLESS OTHERWISE NOTED ALL CONSTRUCTION DRAWINGS / ( ) 41 43 50 ?so, I " I �ti 51 57 ° F.H. RADIUS ARE 4. ' ALONG THE BACK OF ISSUED PRIOR TO THIS / 0 8' 8' CANOPY 8 8 CURB. DATE ARE REPLACED BY FIRE LANE FIRE LANE ��. FIRE LANE FIRE LANE FIRE LANE S 1(CLEARANGE=14'0")1 E LANE FIRE LANE FIRE LANE SpFIRE LANETHIS SET & SHOULD NOT !�. p O• O '� FIRE ANE III LANE / � �, / / SYMBOL &LINE LEGEND BE USED FOR TYPICAL FIRE s" CONCRETE TYPICAL 5 WIDE o 0 0. o / LANE SIGN PAVING AMBULATORY �� CO PAVING o Q POWER POLE "' PEDESTRIAN 0 50 cc 0 6" CONCRETE / CONSTRUCTION. -- N RAMP -TYPE 3 CROSS -WALK N ��e� N ��oF / ` FIRE LANE FIRE LANE / N w � LIGHT POLE GUY WIRE ANCHOR �P�E ... ekq / L L.P. FIRE LANE 44 FIRE LANE FIRE LANE FIRE LANE FIRE LANE - L.P. O o �a L, P, FIRE LANE FIRE LANE L P FIRE LANE / FIRE LANE FIRE LANE W GAS PIPELINE RISER r •••• S �� W1 WATER VALVE i ,k [� 29 9 18 - 24 G,M, 23 25' BUILDING SETBACK 18 17 11 �ry N- 10 25 BUILD NG SE BACK 5 4 1 / ` ® WATER METER O C} (9, 17.00' 6 S C (5x 8')=5 .50' '17.50' SPC 9'x18) 64.00 6 S C (9'x 8')=5 .00' S C (9'x 8')-3 .0 t J QD V DOUBLE CHECK VALVE :. ''• '% -TYPICAL FIRE -.- FIRE tANE •fiRE-tANE- 17.00' LANE STRIPING = Z E ELECTRIC VALVE'�i0 M. H. _ - - - Q -LL I I - To / U BALL VALVE ' F.H. _ o M.H. 15' P.U.E. I / E ®E ELECTRICAL TRANSFORMER ��\ 0 o M N �, `° �, ff ®G A GAS METER 0 o I I _�L_6' IWA�K N I I I I I I ) I WI4LK ( ( ( I ( 6' WAtIK I I PIP. I I ( I I I" I 0�' WLK ( I I I I Ch H MANHOLE - - ®c. CLEANOUT P.P. S 42029923" W - 462.13' T. P. ® T. P. F'H•� 0§1 F FIRE HYDRANT 5/8" IR~ 1/ TYPICAL 4 WIDE 5/8" I.R. ®T TELEPHONE PEDESTAL 20'`3PAINTED STRIPING FEL � 1 (1122//81813) I AREA INLET © ) - DRIVEWAY RAMP,(WHITE) NOW OR .FORMERLY Epp JUNCTION BOX PROPOSED 6' PROPOSED 6' MARION S. GILCHRIST U�1AL AREA LIGHT GROUND SEE B/CS P.A.E. P.A.E. (GROUND) DETAIL SW3-04 S EOP '= (VOLUME 7233, PAGE 241) o PIB FIXED PIPE BOLLARD I CALL BEFORE YOU DIG CALLED: 3.11 ACRES 0 1 CURB INLET U) TEXAS ONE CALL SYSTEM - BUILDING SETBACK LINE W X p a 1-800-245-4545 GATEWAY PARK SUBDIVISION-----�'- PROPERTY LINE �_ 0 E N LL LOT 2, BLOCK ONE (AT LEAST TO HOURS PRIOR TO DIGGING) VOLUME 2541, PAGE 235------�-- EASEMENT LINE z '-4. ~ WARNING!!: THE CONTRACTOR IS TO LOCATE ANY AND ALL UTILITIES ( ) P.U.E. PUBLIC UTILITY EASEMENT 0 � m _ PRIOR TO CONSTRUCTION AND IS SOLELY RESPONSIBLE FOR ALL DAMAGES HARVEY ROAD EAST ^' S.H. . N o • .30 ZONED: C-1 a � Z � z TO EXISTING UTILITIES DUE TO ANY CONSTRUCTION ACTIVITY. (120' RIGHT-OF-WAY) to _ ^ 0 CL Q� F- Q C V. W W C CIVIL SITE NOTES: NOW OR FORMERLY MARION S. GILCHRIST 1. A PORTION OF THIS SITE LIES WITHIN THE 100 -YEAR FLOODPLAIN AS GRAPHICALLY DEPICTED FEMA - FIRM COMMUNITY PANEL NO. 48041C 0220E, (VOLUME 7233, PAGE 241) EFFECTIVE DATE OF MAY 16, 2012. CALLED: 3.11 ACRES GATEWAY PARK SUBDIVISION N 2. DESIGNATED HANDICAP PARKING SPACES, WALKS & RAMPS SHALL MEET ALL TAS & ANSI STANDARDS. LOT 2, BLOCK ONE3. ALL ROOF & GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC (VOLUME 2541, PAGE 235) PLAN RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 150 FEET OF THE SUBJECT LOT, MEASURED FROM A POINT FIVE FEET ABOVE THE GRADE. THIS ZONED: C-1 VARIABLE WIDTH SHARED NORTH SCREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE. ACCESS & PARKING EASEMENT O 20 40 (VOL. 2541, PG. 235) 1 1 1 1 1 1 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. -, SCALE: 1 = 20 5. WHEN BUILDING SETBACKS AND EASEMENT LINES OVERLAP ONLY THE EASEMENT LINE IS SHOWN. 44 TYPICAL FIRE 6. 100% COVERAGE OF GROUND COVER, DECORATIVE PAVING, DECORATIVE ROCK (LOOSE ROCK NOT PERMITTED), 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 FIRE LANE FIRE LANE FIRE LANE o E W Cc LANE STRIPING CONSTRUCTION. •O`6" CONCRETE 0o CONSTRUCTION JOINTS SHALL BE' PLA D PAVING INTERVALS. C3 REQUPW W J Z C' Q a >_0 u ' R 6" 7. THE IMPROVEMENTS SHOWN SHALL CONSTITUTE APPROXIMATELY 80% IMPERVIOUS COVER ON THE SUBJECT PROPERTY. N_ ZI 9 TYPICAL FIRE 8. AN ON SITE DETENTION FACILITY (IN THE PARKING & UNDERGROUND STORM SEWER) IS PROVIDED FOR THE PROPOSED DEVELOPMENT. FIRE LANE F1 LANE LL LANE SIGN .__I 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTAINMENT AND PROPER DISPOSAL OF ALL LIQUID AND SOLID WASTE ASSOCIATED WITH THIS Z ( M PROJECT. THE CONTRACTOR SHALL USE ALL MEANS NECESSARY TO PREVENT THE OCCURRENCE OF WIND BLOWN LITTER FROM THE PROJECT SITE. V o - 3„ Q' Cy �F •}11 i.; i y,,, • ii }>jCY.. 10. THE CONTRACTOR SHALL BE REQUIRED TO PROVIDE CONTAINMENT FOR WASTE PRIOR TO, AND DURING, DEMOLITION/CONSTRUCTION. SOLID WASTE ROLL -OFF Q 'o - - - - - - BOXES/METAL DUMPSTERS SHALL BE SUPPLIED BY CITY OR CITY PERMITTED CONTRACTOR(S) ONLY. •yam 37.00' s - REVIEWED FOR 11. THE CONTRACTOR SHALL CONTACT MR. WALLY URRUTA, CoCS PUBLIC WORKS - SANITATION (979-764-3841), FOR FIELD VERIFICATION PRIOR TO FORMING OR Z z PLACEMENT OF CONCRETE FOR ALL DUMPSTER PADS. COhMPLIANCE �d o 12. THE INTENDED USE FOR THIS DEVELOPMENT IS FOR HOTEL WITH LIMITED MEETING SPACE. •n� ad rzs� P. P. L 0 MAY Z 8 2013 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 AND COMMERCIAL WASTEWATER BY DEFINITION. © 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. EXISTING CONCRETE RME CONSULTING ENGINEERS DRIVEWAY APRON 15. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.11 OF THE UNIFIED DEVELOPMENT ORDINANCE. THE LIGHT SOURCE SHALL NOT 11 CLIENT NO. PROJECT N0. PROJECT BELOW AN OPAQUE HOUSING AND NO FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT THE/ULI-�gl�a� lI'il (V�/N PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE. DEVELOPMENT SERVICES 237 04.00 ADJ. RT. - 600' ADJ. LT. - 372' 16. NO COMBUSTIBLES WILL BE ALLOWED ON SITE UNTIL ALL-WEATHER ROADS AND FIRE HYDRANTS HAVE BEEN ACCEPTED BY THE CITY. PLAT FILED. OPP. RT. - 318' OPP. LT. = N/A 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 HARVEYROAD EAST N S.H. No. 30 A MANUAL DISCONNECT. FDC CAPS SHALL BE EQUIPPED WITH KNOW LOCKING DEVICES. ■ 0 18. THE FIRE SUPPRESSION LINE SHALL HAVE A LOCKABLE LID ON THE ISOLATION VALVE. THE LOCKABLE LID SHALL BE OF TYPE AMP OR USA, LL562 LOCKING LID. 1,120 RIGHT-OF-WAY) SH Lt r) OF 12 W I=- Z> E Q Q 1� CURB NOTE: EXPANSION JOINTSTO o E W Cc INTERVALS AND AT ALL RADIUS (?OIN P. u- Q }- z CONSTRUCTION JOINTS SHALL BE' PLA D W > c = INTERVALS. C3 REQUPW J Z C' Q a >_0 u ' R 6" , V `�- E I L, ^ N 9 W LL R f « � �t � c, 3„ Q' �F •}11 i.; i y,,, • ii }>jCY.. •yam /�� s REVIEWED FOR COhMPLIANCE •n� ad MAY Z 8 2013 CDL€ GATION 3" PAVEMENT ENGINEERING REINFORCEMENT CLIENT INFORMATION CENTRAL TEXAS HARVEY INVESTMENTS, Ll • =4 BARS # I c/o SANH TRINH TYPE IA - MONOLITHIC 4405 REGAL OAKS DR COLLEGE STATION, TEXAS 77845 CONCRETE 'CURB & GUTTER OFF: (979) 575-4545 FAX: (979) 823-5196 N.T.S. EMAIL: samtrinh@verizon.net FILENAME:0400SPlA SCALE: 1"=20' V' SUBMITTED DATE: MAY 6, 2013 L;0 PL 'CE LIAI DRAWN BY: R.A.M. , CHECKED BY: R.A.M. MAY 91 7nil FIELD BOOK: N/A PAGES: N/A EXISTING CONCRETE RME CONSULTING ENGINEERS DRIVEWAY APRON 15. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.11 OF THE UNIFIED DEVELOPMENT ORDINANCE. THE LIGHT SOURCE SHALL NOT 11 CLIENT NO. PROJECT N0. PROJECT BELOW AN OPAQUE HOUSING AND NO FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT THE/ULI-�gl�a� lI'il (V�/N PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE. DEVELOPMENT SERVICES 237 04.00 ADJ. RT. - 600' ADJ. LT. - 372' 16. NO COMBUSTIBLES WILL BE ALLOWED ON SITE UNTIL ALL-WEATHER ROADS AND FIRE HYDRANTS HAVE BEEN ACCEPTED BY THE CITY. PLAT FILED. OPP. RT. - 318' OPP. LT. = N/A 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 HARVEYROAD EAST N S.H. No. 30 A MANUAL DISCONNECT. FDC CAPS SHALL BE EQUIPPED WITH KNOW LOCKING DEVICES. ■ 0 18. THE FIRE SUPPRESSION LINE SHALL HAVE A LOCKABLE LID ON THE ISOLATION VALVE. THE LOCKABLE LID SHALL BE OF TYPE AMP OR USA, LL562 LOCKING LID. 1,120 RIGHT-OF-WAY) SH Lt r) OF 12 - - �\ 352 L.F. OF CONCRETE HARVEY ROAD CAST MITER OUTFALL (24"0 PIPE) TO PLAN NOT= Ste'. loo -YR FLOODPLAIN PER CONFORM WITH CONCRETE � 4x7 BOX CUL ERT -� ��� RETAINING WALL TYPE 1) LOT 1 R, BLOCK ONE w � _ - - - - - - ��\ ( LOMR CASE No. VOLUME 2541, PAGE 235) SIDESLOPE & CONCRETE PATCH "X" MARKED IN - - - - -/- w/WOOD SCREENING 01-06-356P ( AS REQUIRED x 1. REFER TO SHEET C0.1 & C0.2 FOR CONCRETE 4'x7' BOX CULVERT - _ FENCE EFFECTIVE DATE OF 1/17/02 RIM=258.23' C,,�9r�ts+gr, �- - - -- -- - - - - - - - _ _- __ _ -F L OUT =254.45 - _ - ' - - ION AGE, AND MISCELLANEOUS _ N 31'40'16" W - - - - _/= - / ' - - 777 BFE-255.23' ( JT - - - - 4x4 CONCRETE CTION BOX - - . - - - - - - - - -•, - - - - - -_ - - - - F/L (W)-254.86 _ _ �- --_._- _ � GRADING, DRAT NOTES. CONSTRUCT 4.68' 4'x7' Box CU VERT �' RIM=258.15'T - _ �5� - - - ___-- __-- - - �19.�80 L.F. OF -_ - F/L (S)=254.86' - _ _ = PT,A1v 7607 EASTMARK DR., STE. 252 <77840> _ - _% F/L (W)=254.92 x' MARKED IN 24"0 ADS (N-12) --2.51- ` POST OFFICE BOX 9253 - - - CONCRETE �- STORM SEWER ® NORTH 2. REFER TO SHEET C2.2 FOR GRADING, F L S =254.92 N 43'58'07" E - 200.99 _ _ _ v - _'33'11 "_ 60.00__ _ _ _ -250 _ _ 0 20 a0 DRAINAGE & MISCELLANEOUS DETAILS. COLLEGE STATION, TEXAS 77842 "X" MARKED IN 4'x7' BOX CU ERT 0.25% � E EMAIL,: civil@rmengineer.com CONCRETE = -_ _ -= LIMITS OF WALL 82.91 L.F. OF 24"0 RCP T/C=258.90 - - T/C=258.90'- 70.66 L.F. OF 24"0 RCP OFFICE - (979) 764-0704 / T/W=258.20 CL3 STORM SEWER ® , - T/W=258.90' T.B.M. 1: SQUARE CHISELED IN CURB INLET 4'x7' BOX CULVER - - T G=257.70'. -_ - - ( ) $2.91 L.F. OF 24"0 T/W=258.90 - (CL3) STORM SEWER ® T SCALE: 1" = 20' -- FAX - (979) 764-0704 _ - _ - _ _ - - - -_ _- , - - _ - T/G=256.70' -'0 25% S - -- /G 255.70' LOCATED ON THE SOUTH SIDE OF HARVEY ROAD RCF (CL3) STORM - PE - - TEXAS FIRM REGISTRATION No. F-46' ` =2 - - - - - - _ -- --- -_.LIMITS OF ALL SH No. 30)• CURB INLET LOCATED IN THE / _ = _ - - - - _ SENDER @ 0.25% SLOPE " �.....�. - T/C=258.91' _ I 70.66 L.F. OF 24 0 r *� • �-� • • T/W=256.40' APPROXIMATE'. MIDDLE OF SUBJECT TRACT. SURVEYOR SPRINGER'S FRONTAGES ` . _ ( ) - - T G-255.70' ( ' ) RCP CL3 STORM / = ELEV. = 258.16 -NAD 83 KERB SURVEYING, LLC LOT 1 T/C=258.85' 0.37% _ / w SEWER 0.25% SLOPE - - - - - - - - - - 505 CHURCH STREET i a T �2 '� �I -� / / � T/C-=258.90'. GRADING LEGEND COLLEGE STATION, TX 77841 (VOLUME 4227, PAGE 274) o -/C=258.90 S T G=257.74' / � _ ? T G=257.88' _ 4 _ _ --- T/C�258.52 u') O '� / �,�,� ( / _ T/C=25 90' a / - - - --=�e-.�•.�- - - 0_80% - - - - - - / - - - 0.80% = - - A�- - - - - - J.B. Ow- �i OFF: (979) 268-3195 ----�...�:.,, --- --- ---------------_---- _-_ -- - -_- / ELECTRICAL DRAINAGE DIRECTIONAL ARROW MATCH NEW PAVEMENT •�.:..,,,,.... �- - / _ - - �-- - r FAX: (979) 691-8904 TO EXISTING PAVEMENT T/C=258.75' T/C=258.90 "'I 258 \ Q I / _ 258 ' L TRANSFORMER J.B. z T P-258.40' LIMITS OF WALL T/C=258.90' / _ PAD T/P=100.00 TOP OF PAVEMENT �\ d Q/ T/C=258.90 N T/W-258.80' T C=258.86 ELEVATION &GRADE FLUSH \ ^ C�� c'J /� _ ` �/ I I �\ \ T/C=258.90 ,r; _ A/C PADS , o A C PADS / I I / T/C=100.00 TOP OF CURB o/ T/P=258.32' \ I I �" Y A L O� T/G=258.50 -WM•'s T/W=258.86' Qru o T/C=258.751 J A.L. L A.L. E.M. A.L.❑`-Cj�- �- ❑ ❑ A.L. A.L. A.L. I T/G=256,36' O CD/ �j T/P=258.19 In I L.P. � I I� / T/W=100.00 TOP OF WALL I 4x4 CONCRETE JUNCTION T/C=259.40' L.P. o.sq% ®® I ^ I -- 4x4 AREA INLET c° //Q TOP OF GROUND OR GRATE ^ Q 1.22% BOX GRATE=257.88 3. (I / � T G-100.00 o �/ , , , Q 0.83% _ D.C. Z / z a 0.50% I 42.96 L.F. OF 24"0 4x4 AREA INLET RIM=258.40T/P=25 . 0' T P=258.24' z SYMBOL & LINE LEGEND ��T/P=258.03' I\ RCP (CL3) STORM GRATE=257.74' F/L (N)=254.50' (w/11 "0 F/L (W)=254.68 / o I I\ SEWER ® 0.25% F/L W-254.71' RESTRICTOR F L E=254.68 T/C=258. /_ U5 W / ( )- ) T G=257.95' v- `�J POWER POLE T P=258.11' / O- / ( )= 42.52 L.F. OF 24"0 RCP ' / �� o z N LIGHT POLE T/C=258.85' IT/P=258.11' / \ SLOPE F L E -254.71' F L W -254.50' g AYM ON T INN & SUITES / A. 1. r ,p \ T/C-258.81' / (CL3) STORM SEWER @ 1 /O \ GUY WIRE ANCHOR F L (E)=254.50 ld O m o W 4x4 AREA INLET c 0.25% SLOPE o�°' 0 L.F. OF CONCRETE �s �v 1W GAS PIPELINE RISER / T G=257.93' \ N� \ GRATE=257.93 DO NOT EXCEED 2.00% T.1- . = 259.40 o , Mwv WATER VALVE F/L (N)=255.03 DO NOT EXCEED .0 % \ RETAINING EARL) Q ®wii WATER METER / \ / (MAX.) CROSS -SLOPE (IN / \ (MAX.)( ° I <m N MARK DATE DESCRIPTION ALL DIRECTIONS IN THE CROSS -SLOPE IN N o -- N �ocv DOUBLE CHECK VALVE 00 \ H/C PARKING AREA ALL DIRECTIONS IN THE �* 4'x4' AREA IN � ��..- 259--�.,�, o 0 0 ' /~ z mlEv ELECTRIC VALVE T/C=259.06' T/C=259.00' H/C PARKING AREA o o SUBSTANTIALLY �/� �`♦ _ - - T P-259.00' T/P=259.00' GRATE=257.95 J o By / - F/L (N)=254.97' � v BALL VALVE T/P=258.39'r T/C=258.75' _ _- A.L.T/C=258.75' ' < \ ®cM ELECTRICAL TRANSFORMER COMPLETE lj A.L. A.L. T/P=259.32 A.L./ M ® GAS METER T/C=259.07' 1 I A. L. y T P-258.39' T/C=258.75' A. \\ 1z0� WALK li � � � �, � � � � a.) ,1\ / / (1j T C=258.89 \ �MH MANHOLE ISSUED FOR MATCH NEW 4 4 � �� T/W-258.89' ®•o• CLEANOUT PAVEMENT ' DRAINAGE DIVIDE \ 10' WA -K -0' kL 4 T/G=256.36' ° FH FIRE HYDRANT CONSTRUCTION 0 78% _ F I DRq�NgGE dV� E l ® TELEPHONE PEDESTAL TO EXISTING � TI6I13 PAVEMENT / T/C-259.25' - / _ 1 I I I \ �n T C-258.75 � F.D.C. V � � -" LIMITS 0 AI AREA INLET ELEVATION & ' / T C=258.75' ' CANOPY T/C=258.75' �T C=258.80' MpB JUNCTION BOX /C=258.75 T/C=2 8.75' / - I 'L CONSTRUCTION DRAWINGS' GRADE FLUSH ' T/C=259.53' / o - 258- I� �TAP�R CURB TAPER�CURB I \ /� / T/W=258.80' AREA LIGHT (GROUND) T P=258.20' fl @ 00% a H T/G=258.50' 257 ISSUED PRIOR TO THIS ®3.00 ° / o / I I - ( ( / �=-- . B FIXED PIPE BOLLARD o L_ _ _ _ _ _ _J- T/C=259.45' L_ _ _ _ _ _ _ J > T/P=258.21' "--� DATE ARE REPLACED BY 0.80% _ \ o DO NOT EXCEED 2.00% _ __ - TjC=259.10 �C=259.10' // o _ o� CURB INLET T/P=258.20' w •- 1.19% THIS SET &SHOULD. NOT o I I - `- 5' T/P=258.23' / - - - BUILDING SETBACK LINE / -T/P=258.20' I MAX. CROSS -SLOPE IN T/C=258.70' T C-258.95' - ___ _ --F/C=258.70'_. r '0 g� =ol T/C=258.90' .. --- -- PROPERTY LINE BE USED FOR �° J o ' ' \ T/P=258.51' (MAX.) ( / - _ V Q4,/ T/P=258.18' I ALL DIRECTIONS IN T C=258.62' �c� / - `1�6 / W I / w ---- -- EASEMENT LINE CONSTRUCTION. '` 258 � � T/C=258.62'_ _.--- � T/P-258.13' c� � Q o ' z / �� T/C=259.62' Q � P.U';E. PUBLIC UTILITY EASEMENT �h --_- � I' � PEDESTRIAN CROSS -WALK --'- '' -" - �j _ / T/P=258.99 T P-258.40 T/P=258.25' - T P-258.09' i I T/C=258.88' b\ �` T/P=258.11 T/P=258.1 T/P=258.20' Zi y�/ _ �P�E OF TEk 1� / - / - T�C=258.62' T o a� 5 .•,•....,,qS, - /P=258.11' T/C=258.95' ,n o I / 2.52% •' II T/P-258.11' : T/C=258.50' T/C=258.50' / o W* b\ b\ F b\ o o \ T/C=258.44' 256 z • «' L.P. L.P. `� T/C=258,44' y L.P. T/C=258.44' L.P. T/C=258.46' L.P. L.P. / _ A T/P�259.70' T/C=25$93'_ J/ =258.66' G.M.® T/C=258.5 - C _258.52' T/C=258.53 T C=258.53' �� ��\ T/C� 58.52' `.58' _ � T/C=258.85' \ / //�" __7 ?56 • r �/ �:•� •� r _J ..: / ♦ i _ o. I - M.H. - 0.50% _ �25g` / \/0.50% -. � < �� _ 0.3 % - /� ° - �� 0.50%_ U ,c C 0.30% 0.30% �_ � 0.30% 0.50% 1� .' •' F.N. 259 -- - T/P=258.83_ T/P=258.83',.' M.H. _ ♦ I1��\t �� 0 A- \ ` TIP=28.4 Q i• / I 16 WA IK 1_[jI0.7% I I I I 6' �JALK -% I I I I OThP.P. -�.. �._.o. ___S 42-'2-9-23"- ..�• -� !T. P. - - - - - - - - 258 �.. �....� �... •�• / , ..�/P-258.83' r0 F. H. 5/8" IR MATCH SIDEWALK X59- /- 258 T.P.T.P� - ��� ��,.., 5 8 LR. / 4 WIDE CONCRETE _� `�P=258.90'_ _...__.......__. / =258.65 _ _ -- - - - - - � 257 / \ _ TO EXISTING PAVEMENT -258- ,PILOT CHANNEL` TY - - -"'� - - - T/P=258.62' T P-258.62' 15'' RCPT ELEVATION & GRADE 25 ll) ®0.50% SLOPE - _ -- - __ - - - - - / - - - - - - -�56- \ FLUSH 257 1.75 WIDE CONCRETE - 1.75 WIDE CONCRETE 4 WIDE CONCRETE L_ 1.75 WIDE CONCRETE - - - _ 1.75 WIDE CONCRETE - DRAINAGE FLUME ® 0.50% DRAINAGE FLUME @ 0.50% PILOT CHANNEL - - z X58_ _ DRAINAGE FLUME C� 0.50% DRAINAGE FLUME ®0.50% - SLOPE w/ROCK RIP -RAP - - - - _ _ S TOP ! - - - - - EXTENDED TO SIDEWALK SLOPE w/ROCK RIP -RAP (TY II) ®0.50% Q SLOPE w/ROCK RIP -RAP - SLOPE w/ROCK RIP -RAP EXTENDED TO SIDEWALK- - - - - _ SLOPE CALL BEFORE YOU DIG W CP EXTENDED TO SIDEWALK EXTENDED TO SIDEWALK LEAVE -OUT - - - - - - - - - TEXAS ONE CALL SYSTEM W x z Q LEAVE -OUT _ LEAVE -OUT , _ LEAVE -OUT 1-800-245-4545 I- ®I- �_ Lu 5 WIDE CONCRETE (AT LEAST 72 HOURS PRIOR TO DIGGING) > H SIDEWALK LEAVE -OUT - 5 WIDE CONCRETE WARNING!!: THE CONTRACTOR IS TO LOCATE AN AND ALL UTILITIES 5' WIDE CONCRETE W 5' WIDE CONCRETE PRIOR TO CONSTRUCTION AND IS SOLELY RESPONSIBLE FOR ALL DAMAGES m 2s� GRADE TO DRAIN TO SIDEWALK LEAVER OUT O HARVEY ROAD 0 v) 0 z SIDEWALK LEAVE -OUT - SIDEWALK LEAVE -OUT - TxDOT R.O.W. DITCH GRADE TO DRAIN TO � TO EXISTING UTILITIES DUE TO ANY CONSTRUCTION ACTIVITY. GRADE TO DRAIN TO GRADE TO DRAIN TO -�5� �5� (120' RI Q 0 In TxDOT R.O.W. DITCH -. T. TxDOT R.O.W. DITCH _ I- v TxDOT R.O.W. DITCH ELEV.-258.16 ` z ~ w r! F_ Z / T Q / 0 o Zwv) 0m r LL Q >_ II. > Q N W z Q GATEWAY PARK SUBDIVISION o 0 r- W = LOT 2, BLOCK ONE PLANT �_ 0 J I (VOLUME 2541, PAGE 235) NORTH DRAINAGE EASEMENT 6' HIGH WOOD FENCE m J z � � T 0 20 ao (SEE DETAIL SHEET Q N 00 \ / VARIES �C2.1) Q J v � �"' -.... �........, .C�, SCALE: 1" = 20' 6' (MIN) 12" 3/4" CHAMFER REVD E D FOR -- _ _ 4-#4 BARS I 3/4" CHAMFER 1.19% PAVEMENT 12" COMPLIANCE .^. MOOP oor 000 000 / T/C=257.14' ' � I PAVEMENT � REINFORCEMENT W � STAMPED/COLORED z 000 000 (SEE o u' STONE FACADE (AS J,-*0 2.52%_ o C° DIRECTED BY OWNER) 'T C=256.86' ' Q - - - �se - - - J • MATCH NEW PAVEMENT TO EXISTING PAVEMENT / W \ oS. EXISTING >b ELEVATION & GRADE \ iq �/ 4_ GRADE FLUSH T/C-256.21' \ \\\/ ' T/C-256.84' P. P. •. �" �// EXPANSION JOINT w/DOWELING EXISTING CONCRETE DRIVEWAY APRON o Z , 1 (SEE DETAIL SHEET C2.2) / 2 - 254- 255 HARVEY ROAD EAST N S.H. No. 30 (120' RIGHT-OF-WAY) 4-#4 BARS PAVEMENT REINFORCEMENT REINFORCEMENT STAMPED/COLORED ;. '• d. • : (SEE DETAIL SHEET C2.2) STONE FACADE (AS C° DIRECTED BY OWNER) /-\ x A •I-��° J • n / W EXISTING >b d �/ 4_ GRADE •e;':: . •.d \\\/ •. < ::. �.,.:'• �// EXPANSION JOINT w/DOWELING EXISTING (SEE DETAIL SHEET C2.2) '+: '4 - EXPANSION JOINT w/DOWELING EXISTING GRADE cz (SEE DETAIL SHEET C2.2) CONCRETE DRAINAGE ° #4 BARS ® 16" O.C.E.W. STRUCTURE #4 BARS ® N #4 BARS @ N d: ;, d.. :a 12" O.C.E.W. d 'd 12" RETAINING WALL SECTION n 12" RETAINING WALL SECTION TY 1)rl--N N.T.S. C1. 4-#4 BARS PAVEMENT REINFORCEMENT STAMPED/COLORED ;. '• d. • : _ (SEE DETAIL SHEET C2.2) STONE FACADE (AS C° DIRECTED BY OWNER) / x LLI J • n EXISTING >b GRADE •e;':: a° \\\/ •. < ::. �.,.:'• �// EXPANSION JOINT w/DOWELING (SEE DETAIL SHEET C2.2) cz #4 BARS ® 16 O.C.E.W. #4 BARS ® N 12" O.C.E.W. 12" RETAINING WALL SECTION n N.T.S. MAY 282013 COLLEGE S- ATIO ENGINEERING CLIENT INFORMATION CENTRAL TEXAS HARVEY INVESTMENTS, Ll c/o SANH TRINH 4405 REGAL OAKS DR COLLEGE STATION, TEXAS 778451 OFF: (979) 575-4545 FAX: (979) 823-5196 EMAIL: samtrinh@verizon.net FILENAME: 0400GP1A I SCALE: 1"=20' SUBMITTED DATE: MAY 6, 2013 DRAWN BY: R.A.M. CHECKED BY: R.A.M. FIELD BOOK: N/A PAGES: N/A Ij RME CONSULTING ENGINEERS CLIENT NO. PROJECT N011 237 - 0400 Cl. SHEET 60F 12 — — — — PLAN NOTE: I �I \ 4'x7' Box CULVERT HARVEY ROAD EAST 222 L.F. OF 2-4" PVC CONDUIT (GREY) — — — — — — LOT 1 R, BLOCK ONE w/PULL STRING FOR SECONDARY " u \____ (VOLUME 2541, PAGE 235) ELECTRIC SERVICE 36" MIN. COVER — 1. REFER TO SHEET C0.1 & C0.2 FOR X MARKED IN - - _ _ / q UTILITY AND MISCELLANEOUS CONCRETE 4x7 BOX CULVERT N 31'40'16" W = - = - = = = c, MAINTAIN 24" (MIN) HORZ. SEPARATION �-_ ' 4'xT Box < N w/ALL OTHER UTILITIES & PLACE IN N CONSTRUCTION NOTES. r 4.68 CULVERT SEPARATE DITCH PLANT 7607 EASTMARK DR., STE. 252 <77840> lk "x° MARKED IN �:- NORTH 2• REFER TO SHEET C2.2 & C2.3 FOR � POST OFFICE BOX 9253 4'— — — — — — — — — N 43'58'07" E — 200.99' CONCRETE z N 42'33'11" E — 260.00' 220 L.F. of 8 PVC MISCELLANEOUS 'DETAILS. COLLEGE STATION, TEXAS 77842 x7'BOXCULVERT ���'-���'�''�'� --------��----.��-��-��-- -- C909 CLASS 200 FIRE 0 20 40 "X" MARKED IN „ CONCRETE -= -= _ = 305 L.F. OF 2 Ow ( , ) EMAIL: civil@rmengineer.com POLYETHYLENE PROPOSED 24"0 STORM ELECTRIC METER - o cn 335 L.F. OF 2-3 PVC WATER LINE (48" MIN. OFFICE - (979) 764-0704 - 4'x7' BOX CULVERT PIPE GAS SERVICE SEWER - SEE SHEET C1.2 2000 AMP SERVICE W CONDUIT (GREY) w/PULL COVER SCALE: 1" = 20' 3. THE CONTRACTOR SHALL BE FAX - (979) 764-0704 F120 208 — 3 PHASE STRING FOR PHONE &CABLE / RESPONSIBLE TO ENSURE THAT ALL (36" MIN. COVER) / / TEXAS FIRM REGISTRATION No. F-465 _ _ SERVICE w/24 MIN. COVER SPRINGER'S FRONTAGE A— — — — APPROXIMATE UTILITY.1 I I — AS DIRECTED BY UTILITY TRANSFORMER & EXISTING IMPROVEMENTS (MANHOLE LIDS, SURVEYOR LOT 1 — — — — COMPANY — — — — / VAULTS, TRAFFIC BOXES, ETC...) ARE KERR SURVEYING, LLC ENTRY POINTS ILLUSTRATED PAD (FURNISHED / ADJUSTED SO THAT THEY ARE FLUSH 505 CHURCH STREET (VOLUME 4227, PAGE 274) - REF. M.E.P. DRAWINGS 11 BY CoCS) / COLLEGE STATION, TX 77841 / J.B. FOR EXACT LOCATION & J.B. A•I• 3 WITH THE NEW SIDEWALKS AND --- ---------- __ -_ / ._SPECIFICATIONS = - - - - - - - - - - O - - - - _ _ - - - - - - _- -_ _ _ - - - - - - PAVEMENT. OFF: (979) 268-3195 ---- --------- -=ti!Iti= _ _=tilrti= _ _ -ISL= _ _ - ------ - ---AX: (979) 691-8904 A.I.A.I . - - = ti41i � = ti�L = - = u4L � J.B.J. B. / i l — GAS GAS — GAS --� II T.B.M. 1: SQUA1RE CHISELED IN CURB INLET d� -UE- - - -UE- - - -UE- - - -UE- - - -UE- - - UE- - - -UE- - UE- - - -YE'- - - -UE- - E ® 3 / LOCATED ON THE SOUTH SIDE OF HARVEY ROAD APs/ - -UE-3 -A/-C-0,%n - -UE7 -A/C�,�DS- - �y. I I A. L. A. L. A L ❑ ❑ ❑ ,.w + 4„w e"w a"w (SH No. 30). C RB INLET LOCATED IN THE 30' PRIVATE ACCESS I I I _ _ E M APPROXIMATE MIDDLE OF SUBJECT TRACT. / EASEMENT & PUE (1122/813) 1 L.P. A.L. L / 3 ELEV. 258.16 —NAD 83 L.P. (1 I I I ( ) - 1 I 4-W / 200 L.F. OF 4" PVC (SCH 40 WATER SERVICE 24" DETAIL #1) 1 I B AYM ON T INN & SUITES MIN. COVER) Z A.I. �O a TRANS. °° I F.F. = 259.00 PAD X m w I BUILDING FOOTPRINT = 11,857 SQ.FT. 2 / �, PRIVATE FIRE & DOMESTIC LINE EXTENSION: GROSS AREA = 35 250 S .FT. - w q� / / 0 Q TWO-WAY I / T 3 j w LO 8" FIRE s" 1-8"x 8" (MJ) TEE J 2-8" (MJ) GATE VALVES &BOXES 0 IFC CONSTRUCTION TYPE = VB STANDARD 4"0 II / / / / oZ N / EANOUTmYW ISO. 1-8„x 4” (MJ) TEE F.F.=259.40 F LL 254.90' -�I / ' / =o" / NUS 711-8 (MJ) ISOLATION VALVE w/AMPRO 10' P.U.E. 3 Y O PLACE ISO. VALVE & - LOCKING LID (LL562) a (9903/184) �-m 00 » A.L. A.L. A.L. A.L. A.L. A.L. _ \II (o I / I < m EDGE OF EASEMENT � � � � � � � N 1-4 (MJ) GATE VALVE &BOX � FL N W 2 DOMESTIC METER 10' ALK s li ( I 10' WA I o �Aj� E (I \\ w M / QNB N 1 Y2" IRRIGATION METER i o IIS F.D.C. / / ( < PLACE METERS ATY / EDGE OF P.U.E. - AS 00 PUBLIC WATER LINE EXTENSION I I / F. H. — FAR AS PRACTICAL CANOPY SAN. SEWER / MANHOLE / R=259.40' / F/L(NW)=249.80' F/L(W)=254.85' / - /-PA(E4=2249- ' L 1-8 x 6 (MJ) TEE 100 L.F. OF 6 PVC „ I I / ; 3 1 8SEWER R-26 SLOPE (MJ) GATE VALVE & BOX i(CLEARANCE=14'0")l SDR -26 D3034 / 2 1-6" ; (MJ) GATE VALVE & _BOX 1STANDARD (24" MIN COVER) I I FREE-STANDING w ASSEMBLY - FIRE HYDRANT _ I I FDC w/58 L.F. OF 2 1/2" / w Q 6" DEEP SERVICE a CPVC (D1784) FILL LINE DETAIL #2 ( CONNECTION (I FROM BUILDING TO FDC APPROXIMATE LOCATION OF " F/L=252.90' P. SAN. SEWER / / LJ / 8" PUBLIC SANITARY L.P. PROPOSED 6' L P PROPOSED 6' SEWER LINEP.A.E. n P.A.ER-256.41'. MANHOLE M. F/L-247.80' F.H. M.H. 8"Ss 8'•SS B..SS L.P. 8 sS S 8••SS U MM H 10 - --UE - - - - UE - - - - UE- - - - UE- - - -U ------ UE - - --ul - - - - UE-/ --UE 15 1— ' P.U.E. 0 POWER POLE 0 AVG. LIGHT POLE SEWER (gpd) 3,096 GUY WIRE ANCHOR 251 (gpm) 29 GAS PIPELINE RISER MvIv (gpm) 45 WATER VALVE 19y ®w METER Icv DOUBLE CHECK VALVE m Ev ELECTRIC VALVE 4)E v BALL VALVE IRE ELECTRICAL TRANSFORMER ®cM GAS METER H MANHOLE 0c.0• CLEANOUT �H FIRE HYDRANT CR TELEPHONE PEDESTAL IN jII AREA INLET EpI3 O m JUNCTION BOX 0-4A AREA LIGHT (GROUND) o3 —� FIXED PIPE BOLLARD o '�! CURB INLET — — BUILDING SETBACK LINE ----- — PROPERTY LINE ------IL Lu EASEMENT LINE P.U.E. - PUBLIC UTILITY EASEMENT I 6 W LK I / I� I I- _1_IHEI1. PEAK WATER SHALL BE 6 WA�K- _ H O - - _ �' W LK 6' WALK F.H. -0HE----OH----0HE--- — — — — --- - — �- T 7 AS _UT _ GAT— UT GAS GASUT UT � — 11T = SAS �t�(i '�AS UTA+'— GAS �_ _� 17GA i NIP- UT — — — — UT — — — - _-0HE - - - -0HE - _ -0HE - - -0HE - -0 J `12 `tVL. 1 J T.P. — UT — — — UT — — _ -- - - -0HE- - - -0HE- - - - — — UT — — — UT — UT ►(�- 1 - - - 20' P.U.E. POWER POLE w/30 T•P• T Z/8" I.R. 1 - - - - - - - - � GAS METER (BY ;4TMOS) - OF RIGID IMC CONDUIT - -�� (1122/813) APPROXIMATE LOCATION 15"0 RCP (REF. MEP PLANS FOR OF TELEPHONE LINE FOR SERVICE -- w -- IN - w =� IN -- PRESSURE &LOAD DATA) - w -- w -- w -- w - w -- IN -- w -- w -- w -- IN -- w -- w IN -- IN -- w -- w -- IN -- w -- w -- w -- w -- w -- w -- w -- w -- w -- -- I APPROXIMATE LOCATION OF t 4" ATMOS GAS LINE GATEWAY PARK SUBDIVISION LOT 2, BLOCK ONE (VOLUME 2541, PAGE 235) APPROXIMATE LOCATION OF 293 L.F. OF 3-4" PVC CONDUIT 12" PUBLIC WATER LINE HARVEY ROAD EAST N S H No 30 I (GREY) w/PULL STRING of FOR PRIMARY VARIABLE WIDTH SHARED ACCESS & PARKING EASEMENT (VOL. 2541, PG. 235) N PLAN NORTH 0 20 40 SCALE: 1" = 20' 8'SS w -- w -- w -- w -- IN -- w -- w -- w -- w -- w -- P.P. - - - - - - - - - - - EXISTING CONCRETE DRIVEWAY APRON HARVEY ROAD EAST N S.H. No. 30 (120' RIGHT-OF-WAY) 360 358 356 354 K0 NON-� 350 1WZ3 (120' RIGHT-OF-WAY) I *,--*—T.B.M• #1 ELEV.=258.16' ELECTRIC SERVICE (48 MIN. COVER) - MAINTAIN 24" (MIN) HORZ. SEPARATION w/ALL OTHER UTILITIES & PLACE IN SEPARATE DITCH PEAK USE AVG. (x4.0) SEWER (gpd) 3,096 12,384 WATFIR (gpm) 29 115 IRRIGI�TION (gpm) 45 45 I 6 W LK I / I� I I- _1_IHEI1. PEAK WATER SHALL BE 6 WA�K- _ H O - - _ �' W LK 6' WALK F.H. -0HE----OH----0HE--- — — — — --- - — �- T 7 AS _UT _ GAT— UT GAS GASUT UT � — 11T = SAS �t�(i '�AS UTA+'— GAS �_ _� 17GA i NIP- UT — — — — UT — — — - _-0HE - - - -0HE - _ -0HE - - -0HE - -0 J `12 `tVL. 1 J T.P. — UT — — — UT — — _ -- - - -0HE- - - -0HE- - - - — — UT — — — UT — UT ►(�- 1 - - - 20' P.U.E. POWER POLE w/30 T•P• T Z/8" I.R. 1 - - - - - - - - � GAS METER (BY ;4TMOS) - OF RIGID IMC CONDUIT - -�� (1122/813) APPROXIMATE LOCATION 15"0 RCP (REF. MEP PLANS FOR OF TELEPHONE LINE FOR SERVICE -- w -- IN - w =� IN -- PRESSURE &LOAD DATA) - w -- w -- w -- w - w -- IN -- w -- w -- w -- IN -- w -- w IN -- IN -- w -- w -- IN -- w -- w -- w -- w -- w -- w -- w -- w -- w -- -- I APPROXIMATE LOCATION OF t 4" ATMOS GAS LINE GATEWAY PARK SUBDIVISION LOT 2, BLOCK ONE (VOLUME 2541, PAGE 235) APPROXIMATE LOCATION OF 293 L.F. OF 3-4" PVC CONDUIT 12" PUBLIC WATER LINE HARVEY ROAD EAST N S H No 30 I (GREY) w/PULL STRING of FOR PRIMARY VARIABLE WIDTH SHARED ACCESS & PARKING EASEMENT (VOL. 2541, PG. 235) N PLAN NORTH 0 20 40 SCALE: 1" = 20' 8'SS w -- w -- w -- w -- IN -- w -- w -- w -- w -- w -- P.P. - - - - - - - - - - - EXISTING CONCRETE DRIVEWAY APRON HARVEY ROAD EAST N S.H. No. 30 (120' RIGHT-OF-WAY) 360 358 356 354 K0 NON-� 350 1WZ3 (120' RIGHT-OF-WAY) I *,--*—T.B.M• #1 ELEV.=258.16' ELECTRIC SERVICE (48 MIN. COVER) - MAINTAIN 24" (MIN) HORZ. SEPARATION w/ALL OTHER UTILITIES & PLACE IN SEPARATE DITCH 0' 10' DETAIL #1 HORZ. 1"=10' VERT. 1"=2' 20' 30' 8" PVC (C900, CLASS 200) FIRE WATER LINE (48" MIN. COVER) 0' 10' 20' DETAIL #2 HORZ. 1"=10' VERT. 1"=2' L 358 356 354 352 350 328 w STOP ! CALL BEFORE YOU DIG 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. DETE MINED BY THE BUILDING COD — FIXTURE COUNT METHOD FOR THIS NEW RESTAURANT FACIL ITY. 2. SANITARY SEWER AVERAGE DAIL FLOW WAS DETERMINED BY THE /CS METHOD 2 — LAND USE DETEI MINATION. 3. IRRIGATION DEMAND IS THE PEAKI DEMAND AND IS AN ESTIMATE AND SHOULD BE VERIFIED BY THE IRRIGATOR. CoCS ELECTRICAL NOTES: 1. THE CONTRACTOR SHALL INSTALL THE PRIMARY AND SECONDARY ELECTRICAL CONDUIT PER COLLEGE STATION UTILITIES (CSU) SPECIFIC TIONS AND DESIGN. 2. THE CONTRACTOR SHALL BE RESPONSIBLE TO EXTEND ALL NEW CONDUIT FRCM EXISTING STUBS OR DESIGNATED TRANSFORMERS (OR OTHER EXISTING DEVICES). 3. THE CONTRACTOR HALL INSTALL ALL ELECTRIC DEVICE PADS AND/OR FOOTING - (I.E. TRANSFORMERS, PULL BOXES, ETC...) IN ACCORDANC WITH CSU SPECIFICATIONS AND DESIGN DATA. 4. THE CONTRACTO I SHALL INSTALL PULL BOXES IN ACCORDANCE WITH CSU SPECIFICATIONS AND DESIGN. PULL BOXES SHALL BE PROVIDED BY CSU. TYPICAL FIXED 36" CENTER. PIPE BOLLARD OF F.D. TYPICAL FREE- STANDING F.D.C. w/2'x2' CONCRETE PAD 2 1/2" CPVC (D1784) FILL LINE FROM 3 BUILDING TO FDC (ROUTE VARIES) I 3 I I - w -I- w N.T.S. MARKI DATE I DESCRIPTION SUBSTANTIALLY! COMPLETE ISSUED FOR CONSTRUCTION 5/6113 CONSTRUCTION DRAWINGS ISSUED PRIOR TO THIS DATE ARE REPLACED BY THIS SET & SHOULD NOT BE USED FOR CONSTRUCTION. OF 7-4�\AX . �... .,0 •' <v�Of � z Q 1..1. V ZV) >- I— o I— o W Q > F- 0 0 w m� ��Z Nz ~ 0 ►- O D ��� QU w ZWQ w0 Ld H QZ to w m �- z W j O CL W =� 0 �� Iw W COLd N 1r-^ U 0 0 V J QM U Z REVIEWED FOR 0 COMPLIANCE MAY 2 8 2013 Ifl COLLEGE i ATIO ENGINEERING CLIENT INFORMATION CENTRAL TEXAS HARVEY INVESTMENTS, LLI c/o SANH TRINH 4405 REGAL OAKS DR COLLEGE STATION, TEXAS 77845 OFF: (979) 575-4545 FAX: (979) 823-5196 EMAIL: samtrinh@verizon.net FILENAME:04000PlA I SCALE: 1"=20' SUBMITTED DATE: MAY 6, 2013 DRAWN BY: R.A.M. CHECKED BY: R.A.M. FIELD BOOK: N/A PAGES: N/A RME CONSULTING ENGINEERS CLIENT NO. PROJECT NO. 237 - 0400 SHEET 7 OF 12 x EXISTING GROUND ®w " U)Z_ in C/L 0 WATER I- x > �j O m >LliLu —� Lu - -O O W v W Q-� (n ui Fn- L- "x " 0000 O x < I- __Z Lli 1=� tiQ> cI > O C) O N - --->-I-►moi! w< Hw -� -I�' - O-< _ O x " <zox(n0 V) .- m + 0o � I- o� < O J (1 _7 - �-� • �N -r•` I+U -C9 _094w--- O -3 C^ - AP-RR-4XIMAT- --f- �-O - O `� w z LOCATION OF O " O Q J U PROP SED ELECTRIC < 6" PVC (C909, CLASS U) ,- > -i L -INE -S- N �1 .- N .- — '200) FIRE WATER LINE - '(48" MIN. COVER) 0 MONO 31.44 L.F. OF DN=STRCJCT RaL-BACE�FC TRV`CTUR )VCRFILL M O 00 O - -- +d �d O -i O +i7 r r 00 F<-N--I¢-N - - Z- >U -! J ->U -! U J J >U>U 0' 10' DETAIL #1 HORZ. 1"=10' VERT. 1"=2' 20' 30' 8" PVC (C900, CLASS 200) FIRE WATER LINE (48" MIN. COVER) 0' 10' 20' DETAIL #2 HORZ. 1"=10' VERT. 1"=2' L 358 356 354 352 350 328 w STOP ! CALL BEFORE YOU DIG 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. DETE MINED BY THE BUILDING COD — FIXTURE COUNT METHOD FOR THIS NEW RESTAURANT FACIL ITY. 2. SANITARY SEWER AVERAGE DAIL FLOW WAS DETERMINED BY THE /CS METHOD 2 — LAND USE DETEI MINATION. 3. IRRIGATION DEMAND IS THE PEAKI DEMAND AND IS AN ESTIMATE AND SHOULD BE VERIFIED BY THE IRRIGATOR. CoCS ELECTRICAL NOTES: 1. THE CONTRACTOR SHALL INSTALL THE PRIMARY AND SECONDARY ELECTRICAL CONDUIT PER COLLEGE STATION UTILITIES (CSU) SPECIFIC TIONS AND DESIGN. 2. THE CONTRACTOR SHALL BE RESPONSIBLE TO EXTEND ALL NEW CONDUIT FRCM EXISTING STUBS OR DESIGNATED TRANSFORMERS (OR OTHER EXISTING DEVICES). 3. THE CONTRACTOR HALL INSTALL ALL ELECTRIC DEVICE PADS AND/OR FOOTING - (I.E. TRANSFORMERS, PULL BOXES, ETC...) IN ACCORDANC WITH CSU SPECIFICATIONS AND DESIGN DATA. 4. THE CONTRACTO I SHALL INSTALL PULL BOXES IN ACCORDANCE WITH CSU SPECIFICATIONS AND DESIGN. PULL BOXES SHALL BE PROVIDED BY CSU. TYPICAL FIXED 36" CENTER. PIPE BOLLARD OF F.D. TYPICAL FREE- STANDING F.D.C. w/2'x2' CONCRETE PAD 2 1/2" CPVC (D1784) FILL LINE FROM 3 BUILDING TO FDC (ROUTE VARIES) I 3 I I - w -I- w N.T.S. MARKI DATE I DESCRIPTION SUBSTANTIALLY! COMPLETE ISSUED FOR CONSTRUCTION 5/6113 CONSTRUCTION DRAWINGS ISSUED PRIOR TO THIS DATE ARE REPLACED BY THIS SET & SHOULD NOT BE USED FOR CONSTRUCTION. OF 7-4�\AX . �... .,0 •' <v�Of � z Q 1..1. V ZV) >- I— o I— o W Q > F- 0 0 w m� ��Z Nz ~ 0 ►- O D ��� QU w ZWQ w0 Ld H QZ to w m �- z W j O CL W =� 0 �� Iw W COLd N 1r-^ U 0 0 V J QM U Z REVIEWED FOR 0 COMPLIANCE MAY 2 8 2013 Ifl COLLEGE i ATIO ENGINEERING CLIENT INFORMATION CENTRAL TEXAS HARVEY INVESTMENTS, LLI c/o SANH TRINH 4405 REGAL OAKS DR COLLEGE STATION, TEXAS 77845 OFF: (979) 575-4545 FAX: (979) 823-5196 EMAIL: samtrinh@verizon.net FILENAME:04000PlA I SCALE: 1"=20' SUBMITTED DATE: MAY 6, 2013 DRAWN BY: R.A.M. CHECKED BY: R.A.M. FIELD BOOK: N/A PAGES: N/A RME CONSULTING ENGINEERS CLIENT NO. PROJECT NO. 237 - 0400 SHEET 7 OF 12 HARVEY ROAD EAST PLAN NOTES: 4'x7' BOX CULVERT LOT 1R, BLOCK ONE "X" MARKED IN - - _ _ _ (VOLUME 2541, PAGE 235) 1. REFER TO :SHEET C0.1 & C0.2 FOR CONCRETE 4'x7' BOX CULVERT TYPICAL ISOLATION �� AND — — — — � N EARTHWORK, PAVING, N 31'40'16" W = = = = = = = JOINT AROUND J—Box MISCELLANEOUS CONSTRUCTION NOTES. OR GRATE INLET TYPICAL ISOLATION r ` 4.68' 4'x7' BOX CULVERT JOINT AROUND J -BOX pT�N 7607 EASTMARK DR., STE. 252 <77840 'X MARKED IN POST OFFICE BOX 9253 _ OR GRATE INLET NORTH 2. REFER TO SHEET C2.2 FOR PAVING & — — — _ — — — " _ N 43'58'07" E — 200.99' CONCRETE N 42'33'11" E — 260.00' _ _ _ _ — o Zo ao MISCELLANEOUS DETAILS. COLLEGE STATION, TEXAS 77842 TYPICAL 6 RAISED -- �. EMAIL: civil@rmengineer.com 4'x7' BOX CULVERT MONOLITHIC CURB "'-"- - - - - - - - - - - - - - - "X" MARKED IN CONCRETE = --- _ = = _ _ (TYPE 1 A) OFFICE - (979) 764-0704 --"'� PAVEMENT LEGEND 4'x7' BOX CULVERT 6" CONCRETE PAVING SCALE: 1" = 20' FAX - (979) 764-0704 & 6" LIME STABILIZED TEXAS FIRM REGISTRATION No. F-465 / SUBGRADE CONTROL JOINT � SURVEYOR SPRINGER'S FRONTAGE - CONSTRUCTION JOINT KERR SURVEYING, LLC 8" CONCRETE PAVING LOT 1 w 1 15.00' w I 15.00' w I 1 �`' -- E - COL CHURCH STREET VOLUME 4227, PAGE 274 w 15.00' wl I 15.00' w1 & 6" LIME STABILIZED -- -EXPANSION JOINT COLLEGE STATION, TX 77841 ( ) J.B. (TYP) (TYP) J.B. I (TYP) 1 A ^ 1 (TYP) SUBGRADE l A. 1. ❑ OFF: (979) 268-3195 / O ( O ❑ :.',:::;..' ELECTRICAL SYMBOL & LINE LEGEND ( ) o ,� .18:.:;:: ;:•:: ' ::: FAX: 979 691-8904 o TRANSFORMER v I o I I wl wl wl I ® PAD 0 POWER POLE I w) wl wl A/C PADS l A/C PADS I l wl - E - - ,.:;:.:.I LIGHT POLE O I A.L. A.L. A.L. A.L. ❑ ❑ ❑ ❑ ❑ ❑ ❑ A.L. A.L. A.L. A.L. - - - 2-W/v1.'s ? GUY WIRE ANCHOR W 15.00' w l I I I E.M. 2 I TYP.P. o ::::::::'::::':: ............... ®®/ GAS PIPELINE RISER (TYP) ( L.P.LPX� v WATER VALVE N cY w I B.� ® WATER METER / I E E / 2 �----- --- - Y �ocv DOUBLE CHECK VALVE Q z m Ev ELECTRIC VALVE 3 � V- .. - _ ev BALL VALVE vI r. A.I. � W 'n EM l� 0 ® ELECTRICAL TRANSFORMER BAYMONT INN 8c SUITES I c :: zN / mow ®1 GAS METER D Q �MH MANHOLE � � I / c- ®c.o. CLEANOUT / TYPICAL ISOLATION W �m 4:FH FIRE HYDRANT Z / JOINT AROUND J -BOX E E TYPICAL 6' CONCRETE E E < MARK DATE DESCRIPTION OR GRATE INLET - - - - - - - - o TYPICAL 10' CONCRETE REFER TO ARCHITECT'S - - - - - - - - - - a - N ®1P TELEPHONE PEDESTAL o SIDEWALK ADJACENT 15.00' / >-`- 2 ❑l Al AREA INLET SUBSTANTIALLY 8" CONCRETE PAVING 15.00' SIDEWALK ADJACENT DWGS. FOR JOINT & TO STRUCTURE TYP o � � <~ � ( ) ( ) > 0 -� a JUNCTION BOX TYP TO STRUCTURE PAVEMENT INFORMATION & 6" LIME STABILIZED TYPICAL 6" RAISED `�" /• WJ o 0-4'AL AREA LIGHT (GROUND) COMPLETE SUBGRADE - MAINTAIN < EXISTING GRADES & MONOLITHIC CURB A.L. A.L. A.L. A L A.L. ,�A.L. o PB FIXED PIPE BOLLARD ELEVATION - REPLACE (TYPE 1A) , ISSUED FOR CURB AS REQUIRED ;������� � _ of CURB INLET 10' WALK ._p0l 10' WALK 10 A BUILDING SETBACK LINE 6" CONCRETE PAVING — -- L ( F_CONSTRUCTION& 6" LIME STABILIZED _ I I ( wl -- EASEMENT LINE 516113 l F.D.C. 6 CONCRETE PAVING P.0 E. PUBLIC UTILITY EASEMENT SUBGRADE on l N w N " �l wl I & 6 LIME STABILIZED CONSTRUCTION DRAWINGS L-1 wl CANOPY I SUBGRADE ,. l I E E ° F. H. ISSUED PRIOR TO THIS / THICKENED ED E - -- E E - E-- - E --- --- E - I ' --E -----1-- E - ----------- `�' / :::..::::..::...::............ 1' + DATE ARE REPLACED BY w i wl o w1 wl wl w) 15.00' wl 15.00' I THIS SET & SHOULD NOT w) l !- l I w / wl I wl l I I (TYP) I (TYP) I // o. �O:t"��/:rl.r:r.`.;:::_.'.•..�.�.•'::' ::::`;:::•:::::;:::::)::�:. II I `�' w Il 1 l l 1I wa .BE �PUSED T eXFOR CONSTRUCTION !. :t 15.00' 15.00' I 15 00' o^ OF l o^ 1 1500' w1 15.00' Y(TYP) d w1 ( (TYP) � w ' o> I w w .' wI (TYP) I w W i O w�k :,........;...........:::.:. ... / �L.P L.P. /rL.P. LP L.P.Ld bi -050 •...` i,;,:';.:. ii".`r:r;;:;'irF:;,:.:r I N G.M.® _.::w H I I l w l '17 ' <v�.. :......Q ::::::::::::.•::::...:.. F.H. O tl :::�•....:: :::::::::.:.. — M.H. 6' `NAL�C 'I P I I I I III I I I I I 6' WA lK I 6� WALK I IMA- I ( I ( I I I I 16 WATK ....:.....:.....:...:....::.........:.... I 14 I I I I I THICKENED EDG P.P.S 42'2923" W — 462.13' 5/8" IR T.P. ® T.P. 5/8" I.R. F.H. _ _ _ _ _ _ PUBLIC 6' CONCRETE TYPICAL 6 RAISED 11.75'WIDE CONCRETE 4' WIDE - � RCP �C� SIDEWALK - ADJACENT 4' WIDE 1.75' WIDE CONCRETE MONOLITHIC CURB DRAINAGE FLUME CONCRETE PILOT ITO R.O.W. - SEE B/CS DRAINAGE FLUME TYPE 1A CHANNEL (TY II) DETAIL SW1-02 CONCRETE PILOT5 WIDE SIDEWALK DRAINAGE CHANNEL (TY II) 1.75' WIDE CONCRETE TRENCH GRATE - SEE B/CS PUBLIC 6' CONCRETE STOP ! DRAINAGE FLUME DETAIL SW3-02 SIDEWALK -ADJACENT CALL BEFORE YOU DIG N 1.75' WIDE CONCRETE 5 WIDE SIDEWALK DRAINAGE TO R.O.W. - SEE B CS z DRAINAGE FLUME TRENCH GRATE - SEE B CS 5 WIDE SIDEWALK DRAINAGE DETAIL SW1 /02 TEXAS 1-800-245-4545 STEM ® � o X DETAIL SW3/02 TRENCH GRATE - SEE B/CS DETAIL SW3-02 5 WIDE SIDEWALK DRAINAGE B/HARVEY ROAD EAST S.H. No. 30 TRENCH GRATE - SEEEB CS S n+ DETAIL SW3-02(120' RIGHT-OF-WAY) GATEWAY PARK SUBDIVISION LOT 2, BLOCK ONE PSN (VOLUME 2541, PAGE 235) NORTH TYPICAL 6" RAISED o 20 40 MONOLITHIC CURB (TYPE 1A) SCALE: 1" = 20' w w Q I w w 1 I ❑ I 15.00' l 15.00' ❑ l w (TYP) w I (TYP) 13.17' E E U^ o 6" CONCRETE PAVING Q & 6" LIME STABILIZED SUBGRADE 0 .. THICKENED EDGE EXISTING CONCRETE DRIVEWAY APRON HARVEY ROAD EAST N S.H. No. 30 (120' RIGHT-OF-WAY) (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. !❑! ® w F VI w O NZ J Ld Ll.�Q Ld o Z > I— < Q O ❑ w (/) m Z_ 0 Ll- Qli > I— W> z Q z O Q Ow =0 r- J 00 }- NO Q v REVMWED FOR, COMPLIANCE' MAY 2 8 2010 AO COLLEGE STATIO14 ENGINEERING CLIENT INFORMATION CENTRAL TEXAS HARVEY INVESTMENTS, LL c/o SANH TRINH 4405 REGAL OAKS DR COLLEGE STATION, TEXAS 77845' OFF: (979) 575-4545 FAX: (979) 823-5196 EMAIL: samtrinh®verizon.net FILENAME: 0400PVl A I SCALE: 1"=20' SUBMITTED DATE: MAY 6, 2013 DRAWN BY: R.A.M. i CHECKED BY: R.A.M. FIELD BOOK: N/A PAGES: N/A RME CONSULTING ENGINEERS; CLIENT NO. PROJECT NO. 237 — 0400Cl; ' ■ SHEET 8 OF 12 y 4'x7' BOX CULVERT "X MARKED IN - - NOW OR FORMERLY HARVEY 170ADEAST- LANDMARK ACQUISITIONS I, LTD. LOT 1R, BLOCK QNE (VOLUME 4521, PAGE 168) (VOLUME 2541, PAGE 235) CONCRETE 4'x7' BOX CULVERT / CALLED: 8.158 ACRES ZONED: C-2 �. CD N 31'40'16" W ==__==- < 4.68' 4'x7' BOX CULVERT "X" MARKED IN � N 43058'07" E - 200.99' CONCRETE 0 z N 42'33'11" E - 260.00' "X" MARKED IN 4'x7' BOX CULVERT �' �'�'z CONCRETE = = _ = = = EF ---- 0Uj w -� 4x7 BOX CULVERT NOW OR FORMERLY 1 -BAY FRONT LOADING DUMPSTER PAD w/8' HIGH SCREENING WALL (MATCH FACADE' OF BUILDING) & 2-6' PANEL STEEL GATES - SEE CIVIL SITE NOTE #11 N PLAN NORTH 0 20 40 SCALE: 1" = 20' DREWDAWN --- ---- ---.z-------- ---- �-' - II --------- ---- -- SFMIES,ONHIGE �;-------- / / (VOLUME 4EL®7, RAGE 274)I7 III PROPOSED 24"0 STORM lhIvl (VO��Dk22�8PA�E�E�_ 74) II = . , - `� I_ - - I ( _ ' ,_ SEWER SEE SHEET C1.3 _ . -- -- --_ - - - - - - - - - - - - "'- - - - - - - - - - - �CI------------------ BU4. -------------- -----4p J.B.EC IC L SPRINGER'S FRONTAD-------------------- _ _ - _ - _ ER = tii� _ _ _ _ _ _ _ = ti'tZ = _ = ti'IZ = = tiiz = - _ TRA FORM 0 LOT 1 - GAS - - GAS - - GAS - --� �- _ PAD,, VOLUME 4227, PAGE 274 I ( A.L. Sd� -UE-X/-C- P7bS - - - A C -PASS- - - - I I GP L- -UE- A.L. -UE- - - -UE--A.L-UE- - - -UE- - - -UE- - -UE- - - -YEI- - - -UE- - /� � N e .. UE UE- - _ _ _ I .._.. �{ wt ( ) s A.L. A.L.% A• _ (il _ ZONED: C-1 _ .� , .n . 1-1 I I i I I� lui I � nil � u I � ��'IT I �� , i n i I ��_IFEMM'{�_ 8 /�,w' rTi 1 I I I It li Iii- �� i I ( II N I IC - I ��I - _ I I I _ I' v < < - - = = E.M. - I I 4..w I a.1111R---- -_ ll - EXPOSED FACADE=221.42'' I L.P. - -- / P. / I I PLANTER BED 3 0z W o 3 / I I� PLANTER BED 4-SEAGREEN JUNIPER. o m - PLANTER BED ft - 7 -TEXAS SAGE II ( )tl- /� Q t'a I I 11 -TEXAS SAGES :. "GREENCLOUD„ 5 GALLON ®4 O.C. _ 0 a o v ,*30 *P,F�aVI'E* ACS'.* *.*.*.*.*.* ''''''+' +**' » G CLOUD» 6 TEXAS SAGE REEN / o� d- +++ '*'*: sE� :&*PiJE'('I?2 sa3j;* / q•I. GREENCLOUD �' J�< „t z (5 GALLON) ®4 O.C. (5 GALLON Cc? 4' O.C. t� . I C.0 \ ) I O 1 3 / •� z � I (5 GALLON) @ 4' O.C. V4 -' 8 -COMPACT NANDINA r= / nrj l:*;i+;++*{;*.+++++**i{+{+ * (3 GALLON) ®3 O.C. /Z PL J m PLANTER BEDH 14 14 2 -WATER OAKS - _ _ / o_ Z I _j 2 -TEXAS SAGE °� (, ) >2" CALIPER IN 3 / �w ; 1. ++++++++++++%. 0 "GREENCLOUD" 6x6 TREE WELL / _ / E W HA (5 GALLON) @ 4' O.C. Ca? 24' SPACING / BE `- / V) Q AN A L A.L. A.L. A.L. A.L. PROPOSED 10' / o U \I ( P.U.E. Y _j TH y,, I co I ^1 N w CR IZ 1 I \.k ( I R I I I I \ / W ('.*.***.***.*.*******.*.*****.* 1 0' WALK <, vmT_10' W LK i :w \ a ? O II ...'... •...... - ��� ®® / W > {+++++++++++++++++++++.+++.+++ FT ,.++++% * .. * * .*.** *;*****;****+%++++++++++++++++++++ I - _ , ®®® I I I _ - I F.D.C. _ _ - Q "' 3 -WATER OAKS M: �'r F (>2 CALIPER) IN II - ,I ICANOPYI I I I 6x6 TREE WELL , „ PLANTER BED / (CLEARANCE=14 0) ® 15' SPACING 8-SEAGREEN JUNIPER 11 I * * , .... , . * . * . **.*.***.. _ 65 GALLON) @ 4' O ENCLOUD" I I H._.----.....,,,, ,UL_..- / I PLANTER BED YDRO 8-SEAGREEN JUNIPER 5 GALLON) @ 4' O.C. I) i� SEED ALL OTHER CH PLANTER BED (5 GALLON) @ 4' O.C. ( DISTURBED / I 19-BURFORD HOLLY 5 -COMPACT NANDINA � / � 5 GALLON @ 3' O.C. 6 -TEXAS SAGE GREENCLOUD (3 GALLON) @ 3 O.C. II / AREAS / APPROXIMATE LOCATION OF ( ) 5 GALLON @ 4 O.C. L.P. L.P.L.P. L LP 8" PUBLIC SANITARY L.P. I - SEE PLAN NOTE #1 L.P. ( ) SEWER LINE 5 -COMPACT NANDINA I� " PROPOSED 6' _ , , _ 1 (3 GALLON) ®3 O.C. _ I- r PROPOSED 6: / I .: I +a+ + © P.A.E © /� r,P.A.E. - .I, a i, k= G.M. I - �inlr _II. Ili - I _ I *, il TT _ 11li - � M.H. a j - s� % I tP ; 111 ss .. 0 00 M.H. n =,' _ - - • - : - I - --- I I ) _I_ I ( _ � - -; - � - _ 6'IWAIK- - I -oH�- HES I I I I I .I .* � 6' WALK , I 6' IWA �K � - I •- - - - _ ) ( i _; I W I I - - F*I-I h UT - - - - �MC - - - - - - - - - -0HE - - - - - - -0HE - - -0 - - - I I I _ i U'f 1 UL- - ---U-TGA- - UT - - - UT - HE -0H - -0HE-*- - -0HE - - - - - OHE* -0HE- - - -0H - - - GA UT �T -SAS J `tL G.7�'�W ` 62.IJ - - - - - - - +`- UT UT - -r T.P. 8" I. UT - uT - uT _GA GAS T.P./8 I.R. - As - - I PLANTER BED 20' P.U.E. APPROXIMATE LOCATION 24-BURFORD HOLLY -' � (1122/813) �, PLANTER BED / � TREE WELL NOTE - - -" - - - - �� OF TELEPHONE LINE 15" 0 RCP PLANTER BED (5 GALLON) ®3 O.C. 19-BURFORD HOLLY - - w i �� If�1L o - - --- U.. PLA E CRE POWER POLE w -- w -- w -- w -- w -- w - w -- w LIGHT POLE -- w - w -- w -- w -- w - SEE PLAN NOTE 1 # GUY WIRE ANCHOR i' GAS PIPELINE RISER f Nv WATER VALVE 7607 EASTMARK DR., STE. 252 <77840> Imm WATER METER POST OFFICE BOX 9253 - Dlcv DOUBLE CHECK VALVE COLLEGE STATION, TEXAS 77842 1 Ev ELECTRIC VALVE EMAIL: civil@rmengineer.com 1 av BALL VALVE OFFICE - (979) 764-0704 IEIM ELECTRICAL TRANSFORMER FAX - (979) 764-0704 1GM GAS METER TEXAS FIRM REGISTRATION No. F-469 SURVEYOR H MANHOLE OO• CLEANOUT KERR SURVEYING, LLC - SEE PLAN NOTE #1 FIRE HYDRANT 505 CHURCH STREET 4" ATMOS GAS LINEJ TELEPHONE PEDESTAL COLLEGE STATION, TX 77841 AI AREA INLET OFF: (979) 268-3195 B JUNCTION BOX FAX: (979) 691-8904 '40 GALLON AREA LIGHT (GROUND) ADJACENT SOIL. AROUND EXISTING TREES TO REMAIN, TYPICAL. PROPERLY IRRIGATE THE LANDSCAPING AND GRASS TO THE PARKING LOT. PB FIXED PIPE BOLLARD CALIPER I CURB INLET TREE 1-800-245-4545 BUILDING SETBACK LINE 6' x 6' TREE '- PROPERTY LINE EASEMENT LINE APPROXIMATE LOCATION OF HARVEY ROAD EAST N S.H. No. 30 PUBLIC UTILITY EASEMENT 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING OR ADDING TOP SOIL, AS 21. MINIMUM TREE SIZE AT PLANTING IS SPECIFIED ON THE PLAN (FOR SINGLE STEM TREES). NEEDED, FOR THE INCLUSION OF THE SOIL AMENDMENTS, AS NEEDED, IN THE PREPARED ALL MUTLI-STEM PLANTS MUST BE TREE FORM, MAXIMUM 3 TO 5 TRUNKS, AND BE THE 6' METAL "T" POSTS (AT LEAST 72 HOURS PRIOR TO DIGGING) WARNINGH: THE CONTRACTOR IS TO LOCATE ANY AND ALL UTILITIES GRATE II SOLID SOD AREAS 25'. MIN. SPACING 12" PUBLIC WATER LINE (TIF 419 BERMUDA) 2.1 - 3.4 (5 GALLON) @ 4' Q.C. LACEBARK I {++ COMMON BERMUDA 1,650 GROUND COVER BEDS. MINIMUM SIZE SPECIFIED ON THE PLAN. (MINIMUM OF 3) kit CALIPER SEMPERVIROUS ELM SEEDED AREAS (150 PNTS.) TO EXISTING UTILITIES DUE TO ANY CONSTRUCTION ACTIVITY. NOTE: 8. ALL SINGLE TRUNK TREES ARE TO BE STAKED; HOSE AND GUY WIRES OVERLAPPED. 22. ALL STRAPPING MUST BE CUT AWAY AND REMOVED FROM ROOT BALL PRIOR TO TREE PLANTING NOTES: PINE BARK MULCH MARK DATE DESCRIPTION SHRUBS PLANTED ALONG SUBSTANTIALLY RVEY ROAD (S.H. No. 30) WILL AT LEAST 24" AT PLANTING D WILL BE AT LEAST 36" AT COMPLETE END OF ONE YEAR AND WILL NON -CANOPY A SOLID HEDGEROW. ISSUED FOR CONSTRUCTION BACKFILLING PLANTING PIT AND THE TOP 1/3 OF THE BURLAP MUST BE REMOVED FROM 2" THICK (MIN.) - 39 39 516/13 m Iky ION -- w -- w - PLANTER BED w -- w -- w -- w -- w -- w -- w - w -- w -- w -- w -- w - w -- w -- w 29-BURFORD HOLLY -- w - w -- w -- w -- w - SEE PLAN NOTE 1 # (5 GALLON) @ 3 O.C. STOP! REQUIRED 1. FRAMES SHALL BE HOT QUANTITIES IN THE PLANT LIST. ANY DISCREPANCIES BETWEEN QUANTITIES 16. ALL ROOT BALLS REMOVED FROM CONTAINERS SHALL BE SCARIFIED PRIOR TO AS PER CITY ORDINANCE 2394. 27-BURFORD HOLLY 2,772 pnts. BUILDING MASS REQUIREMENTS: (5 GALLON) @ 3' O.C. AND THE PLANT LIST SHALL BE BROUGHT TO THE ATTENTION OF THE INSPECTOR AND SYMBOL - SEE PLAN NOTE #1 = 4,800 DIPPED GALVANIZED. ANY FIELD ADJUSTMENTS OR QUANTITY ADJUSTMENTS MUST BE AUTHORIZED PRIOR To BACKFILLING. 4. INSTALLATION PVC (SCH 40) SLEEVING SHALL BE COORDINATED WITH THE TR (5 GALLON) ®3' O.C. 12 GAUGE GALVANIZED TOTAL LANDSCAPE POINTS REQUIRED = APPROXIMATE LOCATION of - SEE PLAN NOTE #1 18. CANTER BED PLANTING. " CALL BEFORE YOU DIG N 1 "S� ALONG FACADE FACING R 0 W FRAME JIG WELDED ALL - SEE PLAN NOTE #1 THAT THE IRRIGATION SYSTEM WILL SUFFICIENTLY SUPPLY ALL WATER NEEDS TO THE RUBBER�I 4" ATMOS GAS LINEJ 25' MIN. SPACING 6-SEAGREEN JUNIPER M W TEXAS ONE CALL SYSTEM QUERCUS WATER FROM 1 - 3/4 X 1 '40 GALLON 3,150 ADJACENT SOIL. AROUND EXISTING TREES TO REMAIN, TYPICAL. PROPERLY IRRIGATE THE LANDSCAPING AND GRASS TO THE PARKING LOT. 21 CALIPER NIGRA (5 GALLON) @ 4' O.C. TREE 1-800-245-4545 6' x 6' TREE 3/4" x Y4" STELL ANGLE Z APPROXIMATE LOCATION OF HARVEY ROAD EAST N S.H. No. 30 » 10 -TEXAS SAGE GREENCLOUD 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING OR ADDING TOP SOIL, AS 21. MINIMUM TREE SIZE AT PLANTING IS SPECIFIED ON THE PLAN (FOR SINGLE STEM TREES). NEEDED, FOR THE INCLUSION OF THE SOIL AMENDMENTS, AS NEEDED, IN THE PREPARED ALL MUTLI-STEM PLANTS MUST BE TREE FORM, MAXIMUM 3 TO 5 TRUNKS, AND BE THE 6' METAL "T" POSTS (AT LEAST 72 HOURS PRIOR TO DIGGING) WARNINGH: THE CONTRACTOR IS TO LOCATE ANY AND ALL UTILITIES GRATE ULMUS Q 25'. MIN. SPACING 12" PUBLIC WATER LINE 11 2.1 - 3.4 (5 GALLON) @ 4' Q.C. LACEBARK PRIOR TO CONSTRUCTION AND IS SOLELY RESPONSIBLE FOR ALL DAMAGES 40 GALLON 1,650 GROUND COVER BEDS. MINIMUM SIZE SPECIFIED ON THE PLAN. (MINIMUM OF 3) kit CALIPER SEMPERVIROUS ELM (120' RIGHT-OF-WAY) (150 PNTS.) TO EXISTING UTILITIES DUE TO ANY CONSTRUCTION ACTIVITY. 8. ALL SINGLE TRUNK TREES ARE TO BE STAKED; HOSE AND GUY WIRES OVERLAPPED. 22. ALL STRAPPING MUST BE CUT AWAY AND REMOVED FROM ROOT BALL PRIOR TO TREE PLANTING NOTES: PINE BARK MULCH 9 -COMPACT NANDINA > 1.25"' LAGERSTROEMI CREPE NON -CANOPY 15 GALLON (3 GALLON) @ 3' O.C. BACKFILLING PLANTING PIT AND THE TOP 1/3 OF THE BURLAP MUST BE REMOVED FROM 2" THICK (MIN.) - 39 39 CALIPER • a MYRTLE TREE 40 PNTS. ( ) 1,560 9, COVER AREAS TO BE PLANTED WITH 6" APPROVED ORGANIC MATTER, 2" PINE BARK THE ROOT BALL. 1. STAKE ABOVE FIRST BRANCHES OR AS ( ) d' °°, °.', a. .. •'. " .e..' Ujd LANDSCAPING REQUIREMENTS & SCHEDULELANDSCAPING NOTES: LANDSCAPING NOTES IRRIGATION NOTES: 1/2" NELSON ANCHORS LEUCOPHYLUM GREENCLOUD 4' SPACING - 48 @ 24 O.C.cont'd: .. WELDED----- TEXAS SHRUB SITE AREA METHOD: SITE AREA=2.06 acres FRONTAGE TREES:TYP) S.H. 30. N FREEWAY @ 25 SPC: 1. THE LANDSCAPE PLAN PRESENTED WAS PREPARED BY RME CONSULTING ENGINEERS 13. ALL SAUCERS SHALL BE SOAKED WITH WATER AND MULCHED IMMEDIATELY FOLLOWING 1. AN AUTOMATIC TYPE IRRIGATION SYSTEM SHALL BE INSTALLED FOR ALL NEW �j\\j\\j\\j�j\\ ". d -" V 2.06 acres = 89,734 sqft. @ 60 pnts./1000 sqft.: 462 L.F. FRONTAGE/25 = 18.48 TREES (RME). RME IS NEITHER A LICENSED LANDSCAPE ARCHITECT NOR IRRIGATOR. THIS PLANTING. PLANTED AND LANDSCAPED AREAS. THIS IRRIGATION SYSTEM MUST BE INSTALLED / / / / �\�\\/\\/\\�\\/\\ • '.' " / . °' . d "° ''a,.:..:°' y; , ^ �/, (89,734/1000 x 60) = 5,384 pats. REQUIRED = 19 TREES PLAN WAS PREPARED FOR THE SOLE PURPOSE TO MEET THE CITY OF COLLEGE STATION 4' SPACING THIN BRANCHES AND FOLIAGE (NOT ALL END TIPS) BY 1/3, RETAINING PRIOR TO ISSUANCE OF CoCS-CERTIFICATION OF OCCUPANCY."'"' j\\j\\j\\j\\j •''" '' ;.:..�•' ` ''" `. -" 0 (60 pnts/1000 sqft for bldg. sqft > 50,000 sqft) PROVIDED = 22 TREES (16 CANOPY & 12 NON -CANOPY) (CANS) UNIFIED DEVELOPMENT ORDINANCE AND OBTAIN DEVELOPMENT PERMITS. ANY THE CoCS DEVELOPMENT 14. PRUNING: NORMAL PLANT SHAPE; NEVER CUT EVERGREEN LEADERS. 2. THE IRRIGATION SYSTEM MUST BE PROTECTED BY EITHER A PRESSURE VACUUM //\\��\\y\\\\\\\\\\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\\\\ Z 11. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING TREES AND 25. IN THE EVENT THAT PLANTING BEDS AND MULCH ARE REQUIRED, THE LANDSCAPE 8" DEEP (MIN.) CHANGES MADE TO THIS PLAN SHALL BE SUBMITTED TO SERVICES DEPARTMENT FOR REVIEW AND APPROVAL. FLOW I OR A DOUBLE E PRINCIPLE BCITY BREAKADDITIONAL EBACK RINSTALLED SHRUBS THAT WILL MEET BOTH MINIMUM SIZE AND SPACING FOR TREE AND ZONING CONTRACTOR SHALL INSTALL BLACK FABRIC MESH UNDER THE MULCH TO PREVENT WEED Q STREETSCAPE: 15. THE TOP OF ALL ROOT BALLS SHALL BEAR THE SAME RELATIONSHIP TO FINISHED ORDINANACK CHECK FLOW DEDVICE, AND PER CE 239 27 �/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\� NANDIRA DOMESTICA S H 30 - HARVEY ROAD EAST SHRUB CANOPY REQUIREMENTS: ORDINANCE COMPLIANCE. FAILURE TO INSTALL PLANT MATERIAL PER THIS PLAN WILL GROWTH. GRADE AS BORN TO PREVIOUS GRADE AND GROWING CONDITIONS. "COMPACTA" NANDINA // // //i//i//i//i//i//i//i//i//i//i J 300 /50 L.F. / IOR of frontage: 50% CANOPY TREES: (8,156 x 50%) = 4,078 pnts. 2. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF 3. ALL BACK FLOW DEVICES MUST BE INSTALLED AND TESTED UPON INSTALLATION ON THE PLAN pnts. P 9 REQUIRED = 4,078 pnts. QUANTITIES IN THE PLANT LIST. ANY DISCREPANCIES BETWEEN QUANTITIES 16. ALL ROOT BALLS REMOVED FROM CONTAINERS SHALL BE SCARIFIED PRIOR TO AS PER CITY ORDINANCE 2394. (300 x 462/50) = 2,772 pnts. BUILDING MASS REQUIREMENTS: LANDSCAPE AND THE PLANT LIST SHALL BE BROUGHT TO THE ATTENTION OF THE INSPECTOR AND SYMBOL NO. OF PROVIDED = 4,800 pnts. ANY FIELD ADJUSTMENTS OR QUANTITY ADJUSTMENTS MUST BE AUTHORIZED PRIOR To BACKFILLING. 4. INSTALLATION PVC (SCH 40) SLEEVING SHALL BE COORDINATED WITH THE TR 5. THE CONTRACTOR'S IRRIGATOR SHALL SUBMIT AN IRRIGATION PLAN TO THE 12 GAUGE GALVANIZED TOTAL LANDSCAPE POINTS REQUIRED = 8,156 pnts. DRAINAGE AREAS, THE PARKING LOT SET BACK, RIGHT-OF-WAY, AND ADJACENT 18. TOPSOIL SHALL BE PROVIDED BY LANDSCAPE CONTRACTOR AND USED FOR BACKFILLING PLANTING. " WIRE ENCASED N 1 "S� ALONG FACADE FACING R 0 W TOTAL LANDSCAPE POINTS PROVIDED = 8,560 pnts. N ING GOOD GARDEN SOIL, 1/2 PART BED MIX, 1/2 PART MANURE OR BONE MEAL, AND ONE (1) NEWLY PLANTED LANDSCAPING AND GROUND COVER AND MEET ALL INITIAL WATERING 17. THE LANDSCAPE CONTRACTOR SHALL VERIFY EXISTING UNDERGROUND UTILITIES PR CONTRACTOR AND ALL SLEEVING SHALL EXTEND A MINIMUM OF 24 PAST THE CURB WILL BE RETURNED TO ITS EXISTING CONDITIONS OR BETTER. N.T.S. 5. ALL CONSTRUCTION DEBRIS SHALL BE REMOVED FROM THE PROPOSED PARKING 19. ALL PLANTS SHALL BE GUARANTEED TO BE IN HEALTHY CONDITION FOR ONE (1) YEAR 6. THE CONTRACTOR SHALL COORDINATE ALL SLEEVING REQUIRED FOR PUBLIC AND 3. 100 COVERAGE OF GROUND COVER, DECORATIVE PAVING, DECORATIVE ROCK (NOT TO PLANT INSTALLATION AND SHALL BE RESPONSIBLE FOR ANY DAMAGES DUE TO OR SIDEWALK WHERE APPLICABLE. Ix O BUILDING MASS REQUIREMENTS: LANDSCAPE OPERATIONS. SYMBOL NO. OF SIZE REQUIRED = 15% FACADE FACING R.O.W. (221' x 15%) = 33.2' OF LANDSCAPING LOOSE), OR A PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWELLS AND TYPE NOTES 5. THE CONTRACTOR'S IRRIGATOR SHALL SUBMIT AN IRRIGATION PLAN TO THE 12 GAUGE GALVANIZED L REQUIRED = 32' OF LANDSCAPING ALONG FACADE FACING R.O.W. DRAINAGE AREAS, THE PARKING LOT SET BACK, RIGHT-OF-WAY, AND ADJACENT 18. TOPSOIL SHALL BE PROVIDED BY LANDSCAPE CONTRACTOR AND USED FOR BACKFILLING OWNER FOR REVIEW AND APPROVAL. THE IRRIGATION PLAN SHALL DEMONSTRATE WIRE ENCASED N 1 "S� ALONG FACADE FACING R 0 W PROPERTY DISTURBED DURING CONSTRUCTION. ALL PITS FOR PLANTS. AVERAGE TOPSOIL MIXTURE SHALL CONSIST OF THREE (3) PARTS THAT THE IRRIGATION SYSTEM WILL SUFFICIENTLY SUPPLY ALL WATER NEEDS TO THE RUBBER�I HOSE-? REQUIRED = 1 CANOPY TREE FOR EVERY 6 OF REQUIRED LA DSCAP GOOD GARDEN SOIL, 1/2 PART BED MIX, 1/2 PART MANURE OR BONE MEAL, AND ONE (1) NEWLY PLANTED LANDSCAPING AND GROUND COVER AND MEET ALL INITIAL WATERING REQUIRED = 1 TREE/6' X 32' = 5.5 CANOPY TREES 4. ANY ADJACENT PROPERTY AND RIGHT-OF-WAY DISTURBED DURING CONSTRUCTION POUND LIME PER CUBIC YARD. NEEDS FOR VIABLE ESTABLISHMENT AND GROWTH OF PLANTINGS. REQUIRED = 6 CANOPY TREES WILL BE RETURNED TO ITS EXISTING CONDITIONS OR BETTER. PROVIDED = 6 CANOPY TREES 5. ALL CONSTRUCTION DEBRIS SHALL BE REMOVED FROM THE PROPOSED PARKING 19. ALL PLANTS SHALL BE GUARANTEED TO BE IN HEALTHY CONDITION FOR ONE (1) YEAR 6. THE CONTRACTOR SHALL COORDINATE ALL SLEEVING REQUIRED FOR PUBLIC AND ISLANDS PRIOR TO PLACEMENT OF TOPSOIL AND PLANTING, INCLUDING CONCRETE, AFTER ACCEPTANCE BY THE OWNER AND THE CITY OF COLLEGE STATION. PRIVATE UTILITIES AND IRRIGATION AS DIRECTED BY THE DEVELOPER. Q o 0 Z 5; Hr m Ix O NZ _ w or J SYMBOL NO. OF SIZE BOTANICAL COMMON TYPE NOTES POINTS ASPHALT, LIMESTONE BASE MATERIAL, OR COMPACTED STABILIZED EARTH. 20. ALL PLANT MATERIAL SHALL BE MULCHED WITH A MINIMUM 2" LAYER OF HARDWOOD 7. THE LANDSCAPE CONTRACTOR SHALL INSTALL AN IRRIGATION SYSTEM SUFFICIENT L PLANTS 1 Z NAME NAME Q �FIE Z 0 r W 6. THE CROWN OF ALL PLANTS SHALL BE SLIGHTLY HIGHER, AFTER SETTLING, THAN BARK MULCH (UNLESS OTHERWISE SPECIFIED). PROVIDE MINIMUM 10' DIAMETER MULCH RING TO MEET LOCAL JURISDICTIONAL REQUIREMENTS OR SHALL BE SUFFICIENT TO AREAS LOCATED IN THE FRONT N 0 25' MIN. SPACING OJ O GJ M W 2.1" - 3.4" QUERCUS WATER CANOPY '40 GALLON 3,150 ADJACENT SOIL. AROUND EXISTING TREES TO REMAIN, TYPICAL. PROPERLY IRRIGATE THE LANDSCAPING AND GRASS TO THE PARKING LOT. 21 CALIPER NIGRA OAK TREE YARD AND SIDE YARDS ADJACENT (150 PNTS.) 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING OR ADDING TOP SOIL, AS 21. MINIMUM TREE SIZE AT PLANTING IS SPECIFIED ON THE PLAN (FOR SINGLE STEM TREES). NEEDED, FOR THE INCLUSION OF THE SOIL AMENDMENTS, AS NEEDED, IN THE PREPARED ALL MUTLI-STEM PLANTS MUST BE TREE FORM, MAXIMUM 3 TO 5 TRUNKS, AND BE THE 6' METAL "T" POSTS ULMUS 25'. MIN. SPACING M. 11 2.1 - 3.4 PARVIFOLIA LACEBARK CANOPY 40 GALLON 1,650 GROUND COVER BEDS. MINIMUM SIZE SPECIFIED ON THE PLAN. (MINIMUM OF 3) kit CALIPER SEMPERVIROUS ELM TREE (150 PNTS.) 8. ALL SINGLE TRUNK TREES ARE TO BE STAKED; HOSE AND GUY WIRES OVERLAPPED. 22. ALL STRAPPING MUST BE CUT AWAY AND REMOVED FROM ROOT BALL PRIOR TO TREE PLANTING NOTES: PINE BARK MULCH > 1.25"' LAGERSTROEMI CREPE NON -CANOPY 15 GALLON BACKFILLING PLANTING PIT AND THE TOP 1/3 OF THE BURLAP MUST BE REMOVED FROM 2" THICK (MIN.) - 39 39 CALIPER INDICA MYRTLE TREE 40 PNTS. ( ) 1,560 9, COVER AREAS TO BE PLANTED WITH 6" APPROVED ORGANIC MATTER, 2" PINE BARK THE ROOT BALL. 1. STAKE ABOVE FIRST BRANCHES OR AS ( ) MULCH, AND 13-13-13 FERTILIZER AT THE RATE OF 5 LBS./100 SQFT. OF BED AREA. NECESSARY TO PREVENT SLIPPING OF RUBBER 23. THE LANDSCAPE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES AND - HOSES. 00 :.::::.::::... LEUCOPHYLUM GREENCLOUD 4' SPACING ® 48 GALLON 5 GA FRU TESCEN S TEXAS SHRUB ( 18 HEIGHT 480 1 0. ALL DISTURBED AREAS NOT DESIGNATED TO BE BLOCK SODDED SHA LL BE SEEDED ORDINANCES S REGAR DING LANDSCAPING. G. 2. PLANT SO THAT TOP OF ROOT BALL IS EVE N / GREENCLOUD SAGE (� 0 PNTS.) WITH EITHER BERMUDA 2 LBS 1,000 SQFT. FROM MARCH 15 TO SEPTEMBER 15 OR CONTRACTOR TO ESTABLISH A HEALTHY WITH THE FINISHED GRADE. BERMUDA/RYE GRASS MIX (2 LBS/5 LBS. PER 1,000 SQ.FT.) FROM SEPTEMBER 16 TO 24. IT IS THE RESPONSIBILITY OF THE LANDSCAPE STAND OF GRASS ON ALL SEEDED AREAS. NEW TOPSOIL 4' SPACING 26 5 GALLON JUNIPERUS SEAGREEN SHRUB 18" HEIGHT ( ) 260 MARCH 14. w/FERTILIZER CHINENSIS JUNIPER 10 PNTS. (� ) 11. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING TREES AND 25. IN THE EVENT THAT PLANTING BEDS AND MULCH ARE REQUIRED, THE LANDSCAPE 8" DEEP (MIN.) SHRUBS THAT WILL MEET BOTH MINIMUM SIZE AND SPACING FOR TREE AND ZONING CONTRACTOR SHALL INSTALL BLACK FABRIC MESH UNDER THE MULCH TO PREVENT WEED 3 .0 27 5 GALLON NANDIRA DOMESTICA COMPACT SHRUB »SPACING (18 HEIGHT) 270 ORDINANCE COMPLIANCE. FAILURE TO INSTALL PLANT MATERIAL PER THIS PLAN WILL GROWTH. "COMPACTA" NANDINA (10 PNTS.) JEOPARDIZE ISSUANCE OF FINAL CERTIFICATE OF OCCUPANCY. PRIOR TO ISSUANCE OFA 26. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE WATERING AND THE TREE PL CERTIFICATE OF OCCUPANCY ALL LANDSCAPING SHALL BE INSTALLED. MAINTENANCE OF ALL LANDSCAPED AREAS UNTIL THE LATER OF: (i) THIRTY (30) DAYS 0 5 GALLON ITA ILEX CORNURFORDU BURFORD SHRUB 183 HOE GHT ((10 1,190 12. ALL TREES, SHRUBS AND PLANTS SHALL CONFORM TO ACCEPTED STANDARDS FOLLOWING THE PLANTING OF THE GRASS AND SHRUBS, OR (ii) THE DATE THAT THE N.T. 119 NAN HOLLY PNTS.)) ESTABLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMAN. FACILITY OPENS TO THE PUBLIC FOR BUSINESS. V)I', W X oQ 2w �0� (n Q o 0 Z 5; Hr m Ix O NZ _ w or J LJ..1 W / WW Z Q <Nt Zw v) o m �Q ) L W 1 Z T 1 Q �FIE Z 0 r W _ N 0 Q OJ O GJ M W 1', / CLIENT INFORMATION CENTRAL TEXAS HARVEY INVESTMENTS, Ll c/o SANH TRINH 4405 REGAL OAKS DR COLLEGE STATION, TEXAS 77845; OFF: (979) 575-4545 FAX: (979) 823-5196 EMAIL: samtrinh@verizon.net 3 x BALL DIAMETER FILENAME:0400LP1A SCALE: 1"=20' (5' MIN) SUBMITTED DATE: MAY 6, 2013 DRAWN BY: R.A.M. II CHECKED BY: R.A.M. (I FIELD BOOK: N/A PAGES: N/A -:: LILTING ENGINEERS RME CONS i CLIENT NO. PROJECT NO. ............ 237 - 0400 JG ■ SHEET 9 OF 12 CONCRETE w/DOMED FINISH ' MOUNT T( CONCRETE SURFACI w/4–GALVANIZEI J–BOLT: 3" O.D. STEEL PIPE (SCH-40) PRIMED M ( & PAINTED (COLOR FINISHED I I AS SPECIFIED BY PAVEMENT I THE OWNER) N.T.S. 1 3/8" 2" B SERIES _f_1 /8" 2" 18" DESIGNATED 2" C SERIES 1 1 /2 2" C SERIES PARKING 1 1/2" 2" C SERIES ONLY 2 1/211 SIGN A SIGN MUST BE MOUNTED IN A CONSPICUOUS LOCATION AT EACH ENTRANCE TO THE PROPERTY FIRE LANE DETAILS N.T.S. 18" $ 50 - 200 FINE WITHOUT VEHICLE PERMIT ■ CLEAR ZONE T "'E & PAINT RACK "K IN COLOR I oI- .9"0 STEEL TUBING I b _ 36" (MIN) 54" (TYP) I I `f I o0 N I I i"x3" STEEL PLATE I VELDED TO RACK TYPICAL BIKE TUBING L -I— — — — — — — — j PLAN LAYOUT BICYCLE RACK N.T.S. z M OD 4" STRIPPING ® 16" O.C. (PAINTED BLUE) 2�6 1 SYMbUL (PAINTED BLUE) 5-0" or 8'-0" 8'-0" PEDESTRIAN AISLE 8'-0" "R (TYP) HANDICAPPED PARKING ROW N.T.S. H /C RAMP NOTES (ALL TYPES): 1. MAXIMUM CROSS -SLOPE OF 2.00%. 2. DETECTABLE WARNING PAVERS SHALL BE PLACED AT THE LOWER END OF THE RAMP 24" DEEP x RAMP WIDTH. 3. APPLY LIGHT BROOM FINISH TO ALL NEW CONCRETE. 4. RAMPS SHALL BE ACCENTED WITH COLOR AS SPECIFIED BY THE OWNER. CONCRETE SIDEWALK TAPER CURB THROUGH RAMP (BOTH SIDES) I CL I TAPER CURB THROUGH RAMP (BOTH SIDES) DETECTABLE WARNING PAVERS, SEE B/CS STANDARD SW2-03 _ N 1 C° I 0it0 0 0 0 o 0 0 O o 0 0 o o o o o o o o o o 6" RAISED CURB TYPE 3 6" RAISED CURB ao, I z_ TYPICAL HANDICAPPED RESERVED SIGN NOTES: r — — — — — — — — 3C 0 PARKING SIGN 1. SIGN SHALL BE TYPE R7-8 AS IDENTIFIED 1 IN THE TEXAS MANUAL ON UNIFORM TRAFFIC i CONTROL DEVICES. 6V I Lw I Iw- I I 2. SIGN COLORS SHALL BE AS FOLLOWS: 6" 1 to STANDARD SW2-03 Y I 6'-0" RAMP I Ld Qr---- I SYMBOL - WHITE ON BLUE BACKGROUND `0 ---------� 0 < — U w I I I I STENCIL LETTERING 0 o 1 z » 1 6 -0 RAMP 1 �� 1 1 "RESERVED PARKING" c� U W o_ (12:1) 6 RAISED 1 I ALONG HANDICAPPED 0 0 0 0 0 0 0 o i� I SIDEWALK I PARKING SPACES. .10 0 0 O 0 o o o o o o 0 0 0 O 0 0 0 0 0 o 0 0 0 0 ( I LETTERS TO BE BLUE _ / A V� ;n I I I I I I w/WHITE BACKGROUND 0 00 0 0 .04 0 o 0 0 0 0 0 0 0 00-A. o o o o o o I I z M OD 4" STRIPPING ® 16" O.C. (PAINTED BLUE) 2�6 1 SYMbUL (PAINTED BLUE) 5-0" or 8'-0" 8'-0" PEDESTRIAN AISLE 8'-0" "R (TYP) HANDICAPPED PARKING ROW N.T.S. H /C RAMP NOTES (ALL TYPES): 1. MAXIMUM CROSS -SLOPE OF 2.00%. 2. DETECTABLE WARNING PAVERS SHALL BE PLACED AT THE LOWER END OF THE RAMP 24" DEEP x RAMP WIDTH. 3. APPLY LIGHT BROOM FINISH TO ALL NEW CONCRETE. 4. RAMPS SHALL BE ACCENTED WITH COLOR AS SPECIFIED BY THE OWNER. CONCRETE SIDEWALK TAPER CURB THROUGH RAMP (BOTH SIDES) I CL I TAPER CURB THROUGH RAMP (BOTH SIDES) DETECTABLE WARNING PAVERS, SEE B/CS STANDARD SW2-03 _ N 1 C° I 0it0 0 0 0 o 0 0 O o 0 0 o o o o o o o o o o 6" RAISED CURB TYPE 3 6" RAISED CURB ao, I ( DETECTABLE WARNING RESERVED SIGN NOTES: r — — — — — — — — 3C 1. SIGN SHALL BE TYPE R7-8 AS IDENTIFIED 1 IN THE TEXAS MANUAL ON UNIFORM TRAFFIC i CONTROL DEVICES. 6V I PAVERS, SEE B/CS Iw- I I 2. SIGN COLORS SHALL BE AS FOLLOWS: 6" 1 1 STANDARD SW2-03 Y I 6'-0" RAMP I BACKGROUND - WHITE= I SYMBOL - WHITE ON BLUE BACKGROUND `0 6" RAISED 0 < I (12:1) I 5'-0" LANDING PENALTY SIGN NOTES: 3. SIGN SHALL BE TYPE R7 -8A AS IDENTIFIED o o o 0 0 0 0 0 0 0 0 0 0 o o o 0 o 0 0 0 0 0 0 0 0 1 CONTROL DEVICES. 4. SIGN COLORS SHALL BE AS FOLLOWS: CURB U W LEGEND & BORDER - GREEN HITE- BACKGROUND - WHITE- 0 0 0 0 0 0 0 0 0 0 0 1 .10 0 0 O 0 o o o o o o 0 0 0 O 0 0 0 0 0 o 0 0 0 0 _ / A V� 0 o o 0 0 o o o o o o o o o o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o a o 0 0 0 00 0 0 .04 0 o 0 0 0 0 0 0 0 00-A. o o o o o o I I 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 (0 I (0 0 0 0 0 o o oL 0 0 0 0 0 0 o e o 0 0 RAMPTAPER CURB DETECTABLE WARNING (3'-0" MIN) PAVERS, SEE B/CS THROUGH RAMP TYPE 1 (BOTH SIDES) TYPE 2 STANDARD SW2-03 ON-SITE AMBULATORY RAMPS N.T.S. FENCE & GATE NOTES: 1. FENCE TO BE WESTERN RED CEDAR. COLOR OR STAIN TO BE SELECTED BY THE OWNER. EXPANSION JOINT, SEE SHEET C2.2 2. HARDWARE TO BE HOT DIPPED GALVENIZED. TAPER CURB 8' HIGH SOLID SCREENING THROUGH RAMP CONCRETE #4 BARS ® 9" 3. POST TO FACE THE ENTIRE OF THE SITE (UNLESS APRON O.C:E.W. WALL (MATCH BRICK & Q U STUCCO OF BUILDING - SPECIFIED OTHERWISE). REF. ARCH DWGS.) 0) —TOP OF FENCE TO BE LEVEL (MAX) b� oQ 0 N M T2 1C 1" i1 t 9C T 2» 24" e,' ,•d,' ',d d ' #4 BARS ® 9" #4 BARS @ 9" 18" (VERT) (HORZ) SECTION B N.T.S. C2, in VARY HEIGHT AS 9„ REQUIRED TO #4 BARS @ 9" z PROVIDE LEVEL O.C.E.W. SURFACE FOR WALL 00 .. z \\/ 2 - 6'x8' GATES 2.5"0 18 GAUGE w/LOCKING PIN GALV. POST w/CAP T7 m v z (WHERE APPLICABLE) (POST FLUSH w/TOP o OF FENCE) N B C2. 91, #4 BARS ® 9" 0. C. E. W. :. .'` .. jj\ NT I XED PIPE BOLLARD #4 BARS ® 9 i //\// #4 BARS @ \�\;\;�;�� 18 (VERT) CONCRETE DUMPSTER PAD ��\i�� SECTION rTN.T.S. �1J"R (TYP) N.T.S. CZ. 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 6" SQ 1 �» RESERVED SIGN NOTES: 3C 1. SIGN SHALL BE TYPE R7-8 AS IDENTIFIED 1 IN THE TEXAS MANUAL ON UNIFORM TRAFFIC i 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: 3. SIGN SHALL BE TYPE R7 -8A AS IDENTIFIED IN THE TEXAS MANUAL ON UNIFORM TRAFFIC 1 CONTROL DEVICES. 4. SIGN COLORS SHALL BE AS FOLLOWS: TEXT - GREEN LEGEND & BORDER - GREEN HITE- BACKGROUND - WHITE- 1) T2 1C 1" i1 t 9C T 2» 24" e,' ,•d,' ',d d ' #4 BARS ® 9" #4 BARS @ 9" 18" (VERT) (HORZ) SECTION B N.T.S. C2, in VARY HEIGHT AS 9„ REQUIRED TO #4 BARS @ 9" z PROVIDE LEVEL O.C.E.W. SURFACE FOR WALL 00 .. z \\/ 2 - 6'x8' GATES 2.5"0 18 GAUGE w/LOCKING PIN GALV. POST w/CAP T7 m v z (WHERE APPLICABLE) (POST FLUSH w/TOP o OF FENCE) N B C2. 91, #4 BARS ® 9" 0. C. E. W. :. .'` .. jj\ NT I XED PIPE BOLLARD #4 BARS ® 9 i //\// #4 BARS @ \�\;\;�;�� 18 (VERT) CONCRETE DUMPSTER PAD ��\i�� SECTION rTN.T.S. �1J"R (TYP) N.T.S. CZ. 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 6" SQ 4" 1.5C 1.5C RESERVED PARKING SIGN SIGN NO. R7-8 w/VAN SIGNAGE WHERE APPLICABLE PENALTY PARKING SIGN (AS SPECIFIED) 2j"O GALVANIZED PIPE @ 2 LBS./FT. HANDICAP PARKING SYMBOL N.T.S. FINISH GRADE CLASS "B" CONCRETE FOOTING FINISHED GRADE 120 M N.T.S. 2"x4" RAILS 1 NC BOARD WACKER CLAMPS CONCRETE w/3,000 PSI @ 28 DAYS 1. ALLI 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. r �+ 1607 EASTMARK DR., STE. 252 <77 ?OST OFFICE BOX 9253 :MLEGE STATION, TEXAS 77842 EMAIL: civil@rmengineer.com OFFICE - (979) 764-0704 FAX - (979) 764-0704 TEXAS FIRM REGISTRATION No. SURVEYOR KERR SURVEYING, LLC 505 CHURCH STREET COLLEGE STATION, TX 77841 OFF: (979) 268-3195 FAX: (979) 691-8904 MARKI DATE I DESCRIPTION SUBSTANTIALLY COMPLETE ISSUED FOR ii CONSTRUCTION 516113 CONSTRUCTION DRAWINGS ISSUED PRIOR TO THIS DATE ARE REPLACED BY, THIS SET & SHOULD ATI BE USED FOR CONSTRUCTI ,OF TE 1 r _Gj, CA t .. J 0 z cn Q T 0H 0W Q > - T m > 0 t!? Z Z 0 W Q wO Z Z >1_ Q Z �m Q =W WO a- 0 0�-W "N �3 •- � I W TLi Lij QN� 00 m CLIENT INFORMATION CENTRAL TEXAS HARVEY INVESTMENTS, LLC c/o SANH TRINH 4405 REGAL OAKS DR COLLEGE STATION, TEXAS 77845 OFF: (979) 575-4545 FAX: (979) 823-5196 EMAIL: somtrinh®verizon.net FILENAME: 0400CVlA I SCALE:AS NOTED SUBMITTED DATE: MAY 6, 2013 DRAWN BY: R.A.M. CHECKED BY: R.A.M. FIELD BOOK: N/A PAGES: N/A RME CONSULTING ENGINEERii is CLIENT NO. PROJECT NO. 237 - 0400; C2.1 SHEET � O OF 12 i 4" 1.5C 1.5C RESERVED PARKING SIGN SIGN NO. R7-8 w/VAN SIGNAGE WHERE APPLICABLE PENALTY PARKING SIGN (AS SPECIFIED) 2j"O GALVANIZED PIPE @ 2 LBS./FT. HANDICAP PARKING SYMBOL N.T.S. FINISH GRADE CLASS "B" CONCRETE FOOTING FINISHED GRADE 120 M N.T.S. 2"x4" RAILS 1 NC BOARD WACKER CLAMPS CONCRETE w/3,000 PSI @ 28 DAYS 1. ALLI 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. r �+ 1607 EASTMARK DR., STE. 252 <77 ?OST OFFICE BOX 9253 :MLEGE STATION, TEXAS 77842 EMAIL: civil@rmengineer.com OFFICE - (979) 764-0704 FAX - (979) 764-0704 TEXAS FIRM REGISTRATION No. SURVEYOR KERR SURVEYING, LLC 505 CHURCH STREET COLLEGE STATION, TX 77841 OFF: (979) 268-3195 FAX: (979) 691-8904 MARKI DATE I DESCRIPTION SUBSTANTIALLY COMPLETE ISSUED FOR ii CONSTRUCTION 516113 CONSTRUCTION DRAWINGS ISSUED PRIOR TO THIS DATE ARE REPLACED BY, THIS SET & SHOULD ATI BE USED FOR CONSTRUCTI ,OF TE 1 r _Gj, CA t .. J 0 z cn Q T 0H 0W Q > - T m > 0 t!? Z Z 0 W Q wO Z Z >1_ Q Z �m Q =W WO a- 0 0�-W "N �3 •- � I W TLi Lij QN� 00 m CLIENT INFORMATION CENTRAL TEXAS HARVEY INVESTMENTS, LLC c/o SANH TRINH 4405 REGAL OAKS DR COLLEGE STATION, TEXAS 77845 OFF: (979) 575-4545 FAX: (979) 823-5196 EMAIL: somtrinh®verizon.net FILENAME: 0400CVlA I SCALE:AS NOTED SUBMITTED DATE: MAY 6, 2013 DRAWN BY: R.A.M. CHECKED BY: R.A.M. FIELD BOOK: N/A PAGES: N/A RME CONSULTING ENGINEERii is CLIENT NO. PROJECT NO. 237 - 0400; C2.1 SHEET � O OF 12 EXPANSION (ISOLATION) JOINT—LOCATION VARIES CONCRETE PAVEMENT / EXPANSION (ISOLATION) / JOINT—LOCATION VARIES VARIES 36" PIPE SIZE, TYPE & GRADE, SEE DRAINAGE PLAN i M NEENAH FOUNDRY GRATE, MODEL R1878 -10A (PAVEMENT AREAS) �ZP & MODEL R1879 -10A (ALL OTHER AREAS) Cb �- -J PLAN VIEW GRATE FLUSH w/GRADE IN PAVEMENT AREAS SLOPE TO GRATE IN NON—PAVEMENT AREAS (1.00% MIN) a 12" (TYP) #4 BARS 0 6" O.C.E.W. 6" THICK CEMENT STABILIZED BASE (TOP &BOTTOM) ELEVATION VIEW AREA GRATE INLET N.T.S. CURB LAYDOWN k.umv 6C hU 1 1 r_m PLAN VIEW 24" #3 DOWELS #3 BARS 0 12" 0 12" O.C. O.C.E.W. 8" TO 12"0 STONE (20LB MIN.) w/FILTER FABRIC PROPOSED GRADE TYPICAL CONCRETE CURB & GUTTER 6» CROSS SECTION CONCRETE DRAINAGE FLUME N.T.S. REFER TO GRATE INLET, CURB INLET, OR JUNCTION BOX DETAIL FOR SPECIFICATIONS VOID SPACE BETWEEN PIPE AND MANHOLE DING WITH A NON—SHRINK 1T MATERIAL ADS N-12 STORM DRAIN PIPE ADS PIPE TO CONCRETE BOX GROUTED MANHOLE _CONNECTION N.T.S. #4 SMOOTH DOWEL, 18" LONG & SPACED 0 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 IS 1" FROM END OF BAR CONCRETE- SIDEWALK, SEE DETAIL THIS SHEET TOOL JOINT 1"R AT ARTIFICIAL BACK OF CURB—\ BUILDING FOUNDATION EXPANSION JOINT, SEE DETAIL THIS SHEET FPAVEMENT DRIVEWAY OR PARKING AREA 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 CURB & GUTTER #4 DOWEL 0 24" O.C. EXISTING CURB ON—SITE CONCRETE SIDEWALK ADJACENT TO STRUCTURE N.T.S. FINISHED GRADE Mal #3 BARS 0 12" O.C.E.W. N.T.S. #3 BARS CONT. SIDEWALK NOTES: 1. CROSS—SLOPE OF SIDEWALK SHALL NOT EXCEED 2.00%. 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 #4 SMOOTH DOWEL, 18" LONG & SPACED 0 12" O.C. (COATED w/HEAVY GREASE) 1" DEPTH (MIN) a. .. +. q EXPANSION JOINT CONTRACTION JOINT 2" CLR DTH VARIES LIGHT BROOM FINISH O.C.E.W. e)» nI D N N K'/`'�` `—COMPACTED SUBGRADE N CROSS—SECTION ON—SITE TYPICAL CONCRETE SIDEWALK N.T.S. EXPANSION JOINT EXISTING CURB #4 DOWELS 18" O.0 , R CURB NOTE: EXPANSION 619 JOINTS "10 BE PLACED AT 60' INTERVA S AND AT ALL. RADIUS POINTS, P.C.'s, P. s. CONSTR CTION JOINTS SHALL 3» °`..,;:.,;� BE PLAC D AT 15' INTERVALS. •b• J�.a.�• a' t. PAVEMENT BACKFILL REINFORCEMENT SEAL w/EXPANSION JOINT MATERIAL „ #4 SMOOTH DOWEL, 18" LONG „R & SPACED 0 12" O.C. (COATED w/HEAVY GREASE) E a `1)V• �t}:'`�Ai ••tel ,^'. �iw NON—EXTRUDING FILLER 3" LONG METAL OR PLASTIC CAP, 8" LIME STABILIZED SUBGRADE INSIDE DIAMETER TO BE 1/16" GREATER (w/6% LIME BY 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 " TO MATERIAL. SEALING NOT „R REQUIRED IN CURBS. E T=6" — #4 BARS 0 18" O.C.EW. T=8" — #4 BARS 0 9" O.C.E.W. 6" LIME STABILIZED SUBGRADE (w/6% LIME BY 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' TYPE IA — MONOLITHIC ON—SIT _CON CRETE CURB c GUTTER N.T.S. 12"—#4 DOWEL 0 12" O.C. METAL KEYWAY E. E T=6" — ;#4 BARS 0 18" O.C.EW. T=8" — .#4 BARS 0 9" O.C.E.W. 6" LIME STABILIZED SUBGRADE (w/6% LIME BY WEIGHT) COMPACTED TO 95% STANDARD PROCTOR DENSITY (ASTM D398) CONSTRUCTION JOINTS SHALL BE PLA ED AT DESIGNATED LOCATIONS AND MAY REPLACE CONTR L JOINTS AS REQUIRED. N.T.S. N.T.S. 24" N.T.S. r e 1607 EASTMARK DR., STE. 252 <778. 'OST OFFICE BOX 9253 -OLLEGE STATION, TEXAS 77842 :MAIL: civil@rmengineer.com JFFICE - (979) 764-0704 iAX - (979) 764-0704 TEXAS FIRM REGISTRATION No. F SURVEYOR KERR SURVEYING, LLC 505 CHURCH STREET COLLEGE STATION, TX 77841 OFF: (979) 268-3195 FAX: (979) 691-8904 MARKI DATE I DESCRIPTION SUBSTANTIALLY COMPLETE ISSUED FOR CONSTRUCTION 516113 CONSTRUCTION DRAWINGS ISSUED PRIOR TO THIS DATE ARE REPLACED BY THIS SET & SHOULD NOT: BE USED FOR CONSTRUCTION. 4�P�\E OF TEXlSI ,+ W X oa UJI E.. o� W ��E =z 0 N ad >- O W Win WQ Qo Z W t!) 0 m U- < z p _LJJ > ;o z <I Q ?a W =N �_j I'w V (0N LL1 Z Q N o0 m iU Q CLIENT INFORMATION �' CENTRAL TEXAS HARVEY INVESTMENTS, LLC c/o SANH TRINH 4405 REGAL OAKS DR COLLEGE STATION, TEXAS 77845 OFF: (979) 575-4545 FAX: (979) 823-5196 'I EMAIL: samtrinh@verizon.net FILENAME: 0400CVlA SCALE:AS NOTED SUBMITTED DATE: MAY 6, 2013 h DRAWN BY: R.A.M. I CHECKED BY: R.A.M. FIELD BOOK: N/A PAGES: N/A Ii RME CONSULTING ENGINEERS CLIENT NO. PROJECT NO. 237 — 0400 i SHEET � � OF 12 3'-0" (MIN) + » #4 DOWEL (18 LONG) �\ \ \i/,\ ''. ,.. O.D. + 12" o 0 18" O.C. ij�/, SQUARE o 4 BARS 0 \��\ 6" (TYP) `-' .. 12" O.C.E.W. ALL SIDES ' 12" (TYP) #4 BARS 0 6" O.C.E.W. 6" THICK CEMENT STABILIZED BASE (TOP &BOTTOM) ELEVATION VIEW AREA GRATE INLET N.T.S. CURB LAYDOWN k.umv 6C hU 1 1 r_m PLAN VIEW 24" #3 DOWELS #3 BARS 0 12" 0 12" O.C. O.C.E.W. 8" TO 12"0 STONE (20LB MIN.) w/FILTER FABRIC PROPOSED GRADE TYPICAL CONCRETE CURB & GUTTER 6» CROSS SECTION CONCRETE DRAINAGE FLUME N.T.S. REFER TO GRATE INLET, CURB INLET, OR JUNCTION BOX DETAIL FOR SPECIFICATIONS VOID SPACE BETWEEN PIPE AND MANHOLE DING WITH A NON—SHRINK 1T MATERIAL ADS N-12 STORM DRAIN PIPE ADS PIPE TO CONCRETE BOX GROUTED MANHOLE _CONNECTION N.T.S. #4 SMOOTH DOWEL, 18" LONG & SPACED 0 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 IS 1" FROM END OF BAR CONCRETE- SIDEWALK, SEE DETAIL THIS SHEET TOOL JOINT 1"R AT ARTIFICIAL BACK OF CURB—\ BUILDING FOUNDATION EXPANSION JOINT, SEE DETAIL THIS SHEET FPAVEMENT DRIVEWAY OR PARKING AREA 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 CURB & GUTTER #4 DOWEL 0 24" O.C. EXISTING CURB ON—SITE CONCRETE SIDEWALK ADJACENT TO STRUCTURE N.T.S. FINISHED GRADE Mal #3 BARS 0 12" O.C.E.W. N.T.S. #3 BARS CONT. SIDEWALK NOTES: 1. CROSS—SLOPE OF SIDEWALK SHALL NOT EXCEED 2.00%. 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 #4 SMOOTH DOWEL, 18" LONG & SPACED 0 12" O.C. (COATED w/HEAVY GREASE) 1" DEPTH (MIN) a. .. +. q EXPANSION JOINT CONTRACTION JOINT 2" CLR DTH VARIES LIGHT BROOM FINISH O.C.E.W. e)» nI D N N K'/`'�` `—COMPACTED SUBGRADE N CROSS—SECTION ON—SITE TYPICAL CONCRETE SIDEWALK N.T.S. EXPANSION JOINT EXISTING CURB #4 DOWELS 18" O.0 , R CURB NOTE: EXPANSION 619 JOINTS "10 BE PLACED AT 60' INTERVA S AND AT ALL. RADIUS POINTS, P.C.'s, P. s. CONSTR CTION JOINTS SHALL 3» °`..,;:.,;� BE PLAC D AT 15' INTERVALS. •b• J�.a.�• a' t. PAVEMENT BACKFILL REINFORCEMENT SEAL w/EXPANSION JOINT MATERIAL „ #4 SMOOTH DOWEL, 18" LONG „R & SPACED 0 12" O.C. (COATED w/HEAVY GREASE) E a `1)V• �t}:'`�Ai ••tel ,^'. �iw NON—EXTRUDING FILLER 3" LONG METAL OR PLASTIC CAP, 8" LIME STABILIZED SUBGRADE INSIDE DIAMETER TO BE 1/16" GREATER (w/6% LIME BY 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 " TO MATERIAL. SEALING NOT „R REQUIRED IN CURBS. E T=6" — #4 BARS 0 18" O.C.EW. T=8" — #4 BARS 0 9" O.C.E.W. 6" LIME STABILIZED SUBGRADE (w/6% LIME BY 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' TYPE IA — MONOLITHIC ON—SIT _CON CRETE CURB c GUTTER N.T.S. 12"—#4 DOWEL 0 12" O.C. METAL KEYWAY E. E T=6" — ;#4 BARS 0 18" O.C.EW. T=8" — .#4 BARS 0 9" O.C.E.W. 6" LIME STABILIZED SUBGRADE (w/6% LIME BY WEIGHT) COMPACTED TO 95% STANDARD PROCTOR DENSITY (ASTM D398) CONSTRUCTION JOINTS SHALL BE PLA ED AT DESIGNATED LOCATIONS AND MAY REPLACE CONTR L JOINTS AS REQUIRED. N.T.S. N.T.S. 24" N.T.S. r e 1607 EASTMARK DR., STE. 252 <778. 'OST OFFICE BOX 9253 -OLLEGE STATION, TEXAS 77842 :MAIL: civil@rmengineer.com JFFICE - (979) 764-0704 iAX - (979) 764-0704 TEXAS FIRM REGISTRATION No. F SURVEYOR KERR SURVEYING, LLC 505 CHURCH STREET COLLEGE STATION, TX 77841 OFF: (979) 268-3195 FAX: (979) 691-8904 MARKI DATE I DESCRIPTION SUBSTANTIALLY COMPLETE ISSUED FOR CONSTRUCTION 516113 CONSTRUCTION DRAWINGS ISSUED PRIOR TO THIS DATE ARE REPLACED BY THIS SET & SHOULD NOT: BE USED FOR CONSTRUCTION. 4�P�\E OF TEXlSI ,+ W X oa UJI E.. o� W ��E =z 0 N ad >- O W Win WQ Qo Z W t!) 0 m U- < z p _LJJ > ;o z <I Q ?a W =N �_j I'w V (0N LL1 Z Q N o0 m iU Q CLIENT INFORMATION �' CENTRAL TEXAS HARVEY INVESTMENTS, LLC c/o SANH TRINH 4405 REGAL OAKS DR COLLEGE STATION, TEXAS 77845 OFF: (979) 575-4545 FAX: (979) 823-5196 'I EMAIL: samtrinh@verizon.net FILENAME: 0400CVlA SCALE:AS NOTED SUBMITTED DATE: MAY 6, 2013 h DRAWN BY: R.A.M. I CHECKED BY: R.A.M. FIELD BOOK: N/A PAGES: N/A Ii RME CONSULTING ENGINEERS CLIENT NO. PROJECT NO. 237 — 0400 i SHEET � � OF 12 RING & COVER ELEVATED 3" (MIN) ABOVE GRADE IN NON—PAVEMENT AREAS 4,000 PSI CONCRETE @ 28 DAYS #4 BARS @ 12" 0. C. E. W. (ALL SIDES) 24"0 STORM SEWER MANHOLE RING & COVER RING & COVER FLUSH /w/GRADE IN PAVEMENT AREAS BRICK OR CONCRETE FILL TO 11"0 OPENING AT RESTRICTOR LOCATION 6" THICK CEMENT \\#4 BARS @ 6" O.C.E.W. STABILIZED BASE (TOP & BOTTOM) CONCRETE JUNCTION BOX N.T.S. ADS DRAINAGE PIPE - BEDDING 'TABLE SEAL END w/CEMENT BEDDING GROUT OR MANUFACTURE'S FINAL SEAL TYPE r - BACKFILL WATER LINE I CLASS III — COMPACT V CLASS IV B — COMPACT IN 8" (% 0 (MAX) LIFTS TO 90% ��. z I i 9' (MIN) I 90% STANDARD _ I r �z 0 I I 0 I 00 � STRUCTURAL -ui OPTIMUM MOISTURE z (--� w U CONTENT — WORK IN Q w ENCASEMENT PIPE (IF APPLICABLE), CONTENT — LEVEL SEE DETAIL THIS SHEET MOISTURE CONTENT — LEVEL NOTE: WHERE A 9' SEPARATION DISTANCE CANNOT BE FINAL GRADE BY ACHIEVED, THE POTABLE WATER LINE SHALL BE AFTER PROVIDING SOILS LABORATORY TEST DEMONSTRATING ENCASED IN A JOINT OF PRESSURE CLASS PIPE, (SIZE W L 0 + 2 AND TYPE AS SHOWN ON THE PLANS). WHEN THE PIPE SIZES POTABLE WATER LINE IS ENCASED, THE ABSOLUTE CEMENT STABILIZED SAND: 10% (MIN) CEMENT MINIMUM SEPARATION DISTANCE SHALL NOT BE LESS (ft) THAN FOUR FEET. (MAX) LIFTS TO 98% STANDARD WATER LINE/SANITARY SEWER CEMENT PER CUBIC YARD (WHICHEVER IS MANHOLE SEPARATION AREAS N.T.S. RING & COVER ELEVATED 3" (MIN) ABOVE GRADE IN NON—PAVEMENT AREAS 4,000 PSI CONCRETE @ 28 DAYS #4 BARS @ 12" 0. C. E. W. (ALL SIDES) 24"0 STORM SEWER MANHOLE RING & COVER RING & COVER FLUSH /w/GRADE IN PAVEMENT AREAS BRICK OR CONCRETE FILL TO 11"0 OPENING AT RESTRICTOR LOCATION 6" THICK CEMENT \\#4 BARS @ 6" O.C.E.W. STABILIZED BASE (TOP & BOTTOM) CONCRETE JUNCTION BOX N.T.S. ADS DRAINAGE PIPE - BEDDING 'TABLE IDENTIFIER BEDDING INITIAL FINAL TYPE TYPE BACKFILL BACKFILL CLASS II CLASS III — COMPACT CLASS II - COMPACT IN 6" CLASS IV B — COMPACT IN 8" (% IN 6" (MAX) LIFTS TO (MAX) LIFTS TO 90% (MAX) LIFTS TO 90% STANDARD STABILIZED 90% STANDARD STANDARD PROCTOR PROCTOR DENSITY @ 0 TO +4% NON— PROCTOR DENSITY @ DENSITY @ 0 TO +4% OF OF OPTIMUM MOISTURE CONTENT STRUCTURAL 0 TO +4% OF OPTIMUM MOISTURE ! TO 15 AREAS OPTIMUM MOISTURE CONTENT — WORK IN Q w ��� CONTENT — LEVEL AROUND PIPE BY HAND TO MOISTURE CONTENT — LEVEL z FINAL GRADE BY PROVIDE UNIFORM SUPPORT AFTER PROVIDING SOILS LABORATORY TEST DEMONSTRATING UNSTABLE, EXCAVATE TO A DEPTH AS HAND UP TO SPRING LINE w/A FOUNDATION OF CLASS 16 COMPLIANCE. BANK RUN SAND GENERALLY MEETS THIS CEMENT STABILIZED SAND: 10% (MIN) CEMENT CLASS IV B — COMPACT IN 8" (ft) PER CUBIC YARD OF SAND OR 2.5 SACKS OF (MAX) LIFTS TO 98% STANDARD STRUCTURAL CEMENT PER CUBIC YARD (WHICHEVER IS PROCTOR DENSITY @ 0 TO +4% AREAS GREATER) OF OPTIMUM MOISTURE CONTENT CLASS IV A: SELECT MATERIAL FROM THE TRENCH CONSISTING OF -- COMPACTION ACCOMPLISHED .- 3 x 4 BY MECHANICAL TAMPING BEDDING TABLE IDENTIFIER BEDDING INITIAL TYPE TYPE BACKFILL OD CLASS III CLASS II OC CLASS 1B CLASS 1B (% 10% (MIN) CEMENT PER CEMENT CUBIC YARD OF SAND STABILIZED OR 2.5 SACKS OF SAND CEMENT PER CUBIC IN AROUND PIPE BY HAND TO YARD (WHICHEVER IS PROVIDE UNIFORM SUPPORT GREATER) ASTM D2321-89 CLASSES OF EMBEDMENT & BACKFILL MATERIALS GIVEN IN TABLE 1 1 OF ASTM D2323 & SUMMARIZED AS: TRENCH WIDTH EXISTING MAX = PIPE O.D.+24" CLASS IA: ANGULAR, CRUSHED ROCK, NO FINES GRADE - z MIN = PIPE O.D. +12" CLASS IB: ANGULAR, CRUSHED ROCK AND SAND, WELL GRADED TO MINIMIZE MIGRATION OF ADJACENT SOILS. LITTLE OR NO FINES. i���j���\���j��j��j� CLASS II: COARSE GRAINED SOILS, CLEAN. NATIVE SOILS FROM THE CLASS IV B — COMPACT IN �Q 0" 8" (MAX) LIFTS TO 90% SIZE & SPACING OF MEMBERS TRENCH GENERAL DO MEET THIS REQUIREMENT. THE CONTRACTOR KIND OR CONDITION v) STRINGERS MOISTURE CONTENT MAY USE NATIVE MATERIALS FROM THE TRENCH ONLY AFTER INITIAL BACKFILL — COMPACT Wry (% 0_ Q ,- PROVIDING SOILS LABORATORY TEST DEMONSTRATING COMPLIANCE. Y NSI MOISTURE CONTENT — WORK MAXIMUM IN AROUND PIPE BY HAND TO MAXIMUM PROVIDE UNIFORM SUPPORT 3 TO 6 CLASS III: COARSE GRAINED SOILS WITH FINES. NATIVE SOILS FROM 9 TO 12 BEDDING — COMPACT IN 6" ! TO 15 .:..:.:..:..::..:.:.. THE TRENCH GENERALLY DO NOT MEET THIS REQUIREMENT. THE Q w ��� @ 0 TO +4% OF OPTIMUM CONTRACTOR MAY USE NATIVE MATERIALS FROM THE TRENCH ONLY MOISTURE CONTENT — LEVEL z FINAL GRADE BY HAND WHERE AFTER PROVIDING SOILS LABORATORY TEST DEMONSTRATING UNSTABLE, EXCAVATE TO A DEPTH AS REQUIRED BY THE ENGINEER AND REPLACE w/A FOUNDATION OF CLASS 16 COMPLIANCE. BANK RUN SAND GENERALLY MEETS THIS LIFTS TO 85% STANDARD PROCTOR DENSITY (ft) (in) (ft) (in) (in) REQUIREMENT. QY z N — �(in) CLASS IV A: SELECT MATERIAL FROM THE TRENCH CONSISTING OF U z Q .- 3 x 4 FINE—GRAINED SOILS (INORGANIC). INORGANIC CLAYS OF LOW TO m MEDIUM PLASTICITY, GRAVELY CLAYS, SANDY CLAYS, SILTY CLAYS, SPRING LINE 5 TO 10 LEAN CLAYS. THIS MATERIAL MUST HAVE A LIQUID LIMIT <50 AND A OF PIPE 6 2 x 6 PLASTICITY INDEX >7 AND >"A" LIME. SEE SPECIFICATION ASTM 4 x 6 6 x 6 6I x 8 4 6 — — — — — — D2321-89 FOR DETAILS. 0 z z _ /::::::: CLASS IV B: SELECT MATERIAL FROM TRENCH CONSISTING OF d FINE—GRAINED SOILS (INORGANIC). INORGANIC CLAYS OF MEDIUM TO m `� EQUALLY SPACED HIGH PLASTICITY, FAT CLAYS, INORGANIC SILTS, FINE SANDY OR SILTY SOILS, ELASTIC SILTS. CLASS V: ORGANIC SOILS. MATERIAL FROM THE TRENCH WHICH MIX BROWN COLORING IN CEMENT STABILIZED SAND FOR DOES NOT MEET THE REQUIREMENTS OF THE ABOVE CLASSES. ALL ROCKS, LUMPS, AND CLODS MUST BE REMOVED FROM THIS MATERIAL WASTEWATER FORCE MAINS PRIOR TO PLACEMENT IN THE TRENCH. THIS MATERIAL IS ONLY APPROPRIATE FOR TOPSOIL IN NON—STRUCTUAL AREAS. N.T.S. CLASS V: SALVAGE TOPSOIL TRENCH SHORING - MINIMUM REQUIREMENTS CLASS IV B — COMPACT IN �Q 0" 8" (MAX) LIFTS TO 90% SIZE & SPACING OF MEMBERS STANDARD PROCTOR DENSITY @ 0 TO OF OPTIMUM KIND OR CONDITION +4% STRINGERS MOISTURE CONTENT N'W INITIAL BACKFILL — COMPACT %i IN 6" (MAX) LIFTS TO 90% 0_ Q ,- STANDARD PROCTOR DENSITY @ 0 TO +4% OF OPTIMUM NSI MOISTURE CONTENT — WORK MAXIMUM IN AROUND PIPE BY HAND TO MAXIMUM PROVIDE UNIFORM SUPPORT 3 TO 6 UP TO SPRING LINE 9 TO 12 BEDDING — COMPACT IN 6" ! TO 15 (MAX) LIFTS TO 90% STANDARD PROCTOR DENSITY DIMENSION @ 0 TO +4% OF OPTIMUM DIMENSION MOISTURE CONTENT — LEVEL FEET FINAL GRADE BY HAND WHERE THE TRENCH BOTTOM IS UNSTABLE, EXCAVATE TO A DEPTH AS REQUIRED BY THE ENGINEER AND REPLACE w/A FOUNDATION OF CLASS 16 MATERIAL, COMPACTED IN 6" (MAX) LIFTS TO 85% STANDARD PROCTOR DENSITY TRENCH SHORING - MINIMUM REQUIREMENTS Q� �Q 0" SIZE & SPACING OF MEMBERS DEPTH KIND OR CONDITION UPRIGHTS STRINGERS CROSS BRACES, WIDTH OF TRENCH N'W MAXIMUM SPACING OF TRENCH (ft) OF EARTH 0_ Q ,- J N NSI MINIMUM MAXIMUM MINIMUM MAXIMUM UP TO 3 3 TO 6 6 TO 9 9 TO 12 12 ! TO 15 HORIZONTAL DIMENSION SPACING DIMENSION SPACING FEET FEET FEET FEET W FEETVERTICAL (ft) (ft) Q I N; (in) (ft) (in) (ft) (in) (in) (in) (in) �(in) 3 x 4 5 TO 10 HARD, COMPACT2 OR 6 2 x 6 4 x 4 4 x 6 6 x 6 6I x 8 4 6 6 3 x 4 LIKELY TO CRACK OR 3 4 x 6 4 2 x 6 4 x 4 4 x 6 6 x 6 6Ix8 4 6 2 x 6 3 x 4 CLOSE SOFT, SANDY, OR FILLED OR SHEETING 4 x 6 4 4 x 4 4 x 6 6 x 6 6 x 8 8' x 8 4 6 2 x 6 HYDROSTATIC PRESSURE 3 x 4 OR SHEETING 6 x 8 4 4 x 4 4 x 6 6 x 6 6 x 8 8I x 8 4 6 2 x 6 3 x 4 10 TO 15 HARD OR 4 4 x 6 4 4 x 4 4 x 6 6 x 6 6 x 8 8X8 4 6 2 x 6 3 x 4 LIKELY TO CRACK OR 2 4 x 6 4 4 x 4 :4 :x:61 6 x 6 6 x 8 8il,x8 6 2 x 6 SOFT, SANDY, OR FILLED 3 OR 4 CLOSE SHEETING SHEETING x 6 4 4 x 6 6 x 6 6 x8 8 x 8 8 x 10 4 6 2 x 6 HYDROSTATIC PRESSURE 3 x 6 CLOSE SHEETING 8 x 10 4 4 x 6 6 x 6 6 x 8 8 x 8 8 x 10 4 6 15 TO 20 ALL KINDS OR CONDITIONS 3 x 6 CLOSE SHEETING 4x12 4 4x12 6 x 8 8 x 8 8x10 10x10 4 6 CLOSE OVER 20 ALL KINDS OR CONDITIONS 3 x 6 SHEETING 6 x 8 4 4 x 12 8 x 8 8 x 10 10 x 10 10 ix 12 4 6 1 TRENCH JACKS MAY BE USED IN LIEU OF, OR IN COMBINATION WITH, CROSS BRACES. SHORING IS NOT REQUIRED IN SOLID ROCK, HARD SHALE, OR HARD SLAG. WHERE POSSIBLE, STEEL SHEET PILING J AND BRACING OF EQUAL STRENGTH MAY BE SUBSTITUTED FOR WOOD. Q z ry o o a ,-. w cn(n �. tn0 �N -1 0)0 M (n � �d Oto 0_ . J co -! Qv zap 0�� =v w Com') ui z ON 0 z w �� 0 C-6 WATER/SEWER Q� �Q 0" Q 0- 0Q N'W to U .- 0_ Q ,- J N NSI z i UO 00 to -1 WQ i F E -7- E (ym WATER/SEWER CROSSING NOTES: 1. REPLACE SANITARY SEWER, A MINIMUM OF 18' CENTERED ON THE WATER LINE, WITH SDR -26, CLASS 160, IF SEWER IS DISTURBED OR SHOWS EVIDENCE OF LEAKING. THIS WORK SHALL NOT BE PAID FOR DIRECTLY BUT SHALL BE CONSIDERED SUBSIDIARY TO THE VARIOUS BID ITEMS. 2. BOTH THE WATER LINE AND EXISTING SANITARY SEWER SHALL PASS A PRESSURE TEST IN ACCORDANCE WITH THE SPECIFICATIONS. 3. THIS MINIMUM DISTANCE MAY BE REDUCED TO 6" IF THE SANITARY LINE IS REPLACED WITH A 18' JOINT OF SDR -26 CLASS 160 PIPE AND CENTERED ON THE WATER LINE. BACKFILL NEW SANITARY SEWER LINE w/CEMENT STABILIZED SAND BEDDING A MINIMUM OF 20' CENTERED ON THE WATER LINE. DIP WATER LINE (CLASS 350) c z� �c N tj EXISTING OR PROPOSED GRADE 18'-0" (MIN) CENTER JOINT OF PIPE EXISTING SANITARY SEWER LINE (SEE NOTE #1) I P►[e-11 &* Iir1:Ill iiala9 WATER LINE -SANITARY SEWER CROSSING(S) N.T.S. SEAL END w/CEMENT GROUT OR MANUFACTURES SEAL 1. CLA � , SILTS, LOAMS, OR NON—HOMOGENEOUS SOILS REQUIRE SHORING AND BRACING. 2. THE PRESENCE OF GROUND WATER REQUIRES SPECIAL TREATMENT. APPROXIMATE ANGLE OF REPOSE TRENCH SAFETY NOTES: 1. O.S.H.A. STANDARD 29 C.F.R. 1926.650 SHALL BE USED FOR THE DESIGN OF TRENCH SAFETY REQUIREMENTS. SHOULD THERE BE ANY CONFLICT BETWEEN THIS DRAWING AND C.F.R. 1926.650, THE O.S.H.A. STANDARD SHALL PREVAIL. 2. WHEN CONDITIONS ARE SATURATED OR SUBMERGED, �SE THIGH SHEETING. THIGH SHEETING REFERS TO THE USE OF SPECIAL TIMBER PLANKS AT LEAST THREE INCHES THICK, STEEL SHEET PILING, OR SIMILAR CONSTRUCTION, THAT WHEN DRIVEN OR PLACED IN POSITION PROVIDE A TIGHT. WALL TO RESIST HE LATERAL PRESSURE OF WATER. CLOSE SHEETING REFERS TO THE PLACEMENT 0 PLANKS SIDE—BY—SIDE ALLOWING AS LITTLE SPACE AS POSSIBLE BETWEEN THE 1. 3. ALL SPACING INDICATED IS MEASURED CENTER TO CENTER. 4. WALLS ARE TO BE INSTALLED WITH THE GREATER DIMENSION HORIZONTAL. 5. IF THE VERTICAL DISTANCE FROM THE CENTER OF TH E LOWEST CROSS BRACE TO THE BOTTOM OF THE TRENCH EXCEEDS TWO AND ONE—Hl LF FEET, UPRIGHTS SHALL BE FIRMLY EMBEDDED OR A MUD SILL SHALL BE USED. WHERE UPRIGHTS ARE EMBEDDED, THE VERTICAL DISTANCE FROM THE CENTER OF THE LOWEST CROSS BRACE TO THE BOTTOM OF THE TRENCH SHALL NOT EXCEED 36 INCHES. WHEN MUD SILLS ARE USED, THE VERTICAL DISTANCE SHALL NOT EXCEED ,42 INCHES. (NOTE: MUD SILLS ARE VALES THAT ARE INSTALLED AT THE TOE'OF THE TRENCH SIDE.) 6. TRENCH JACKS MAY BE USED IN" LIEU OF OR IN COMBINATION WITH TIMBER CROSS BRACES. 7. IF SHORING IS THE CHOSEN SUPPORT SYSTEM, THE INSTALLATION IS TO START FROM THE TOP OF THE TRENCH OR EXCAVATION AND WORK DOWNWARD. 8. SPOIL MUST BE STORED TWO FEET OR MORE FROM THE EDGE OF THE EXCAVATION, AND BE RETAINED IN AN EFFECTIVE MANNER. 9. WHEN HEAVY LOADS MUST BE LOCATED NEAR AN EXCAVATION, THE WALLS MUST BE BRACED, SHEET PILED OR SHORED TO SAFELY SUPPORT THE EXTRA WEIGHT. 10. DIVERSION DIKES AND DITCHES OR OTHER SUITABLEMEANS MUST BE USED TO PREVENT SURFACE WATER FROM ENTERING AN EXCAVATION AND TO PROVIDE ADEQUATE DRAINAGE OF THE AREA ADJACENT TO THE EXCAVATION. WATER IS NOT ALLOWED TO ACCUMULATE IN A TRENCH OR EXCAVATION' 11. AN ADEQUATE MEANS OF EXIT, SUCH AS A LADDER OR STEPS MUST BE PROVIDED AN LOCATED SO AS TO REQUIRE NO MORE TH' N 25 FEET OF LATERAL TRAVEL. r k 7607 EASTMARK DR., STE. 252 <778 POST OFFICE BOX 9253 COLLEGE STATION, TEXAS 77842 EMA EL: civil@rmengineer.com OFFICE - (979) 764-0704 FAX - (979) 764-0704 TEXAS FIRM REGISTRATION No. F SURVEYOR KERR SURVEYING, LLC 505 CHURCH STREET COLLEGE STATION, TX 77841 OFF: (979) 268-3195 FAX: (979) 691-8904 MARKT DATE I DESCRIPTION SUBSTANTIALLY COMPLETE ISSUED FOR CONSTRUCTION 516113 CONSTRUCTION DRAWINGS ISSUED PRIOR TO THIS DATE ARE REPLACED BYE'' THIS SET & SHOULD NOT BE USED FOR CONSTRUCTION. OF -r,, "I t • 0 i i W _! Q LMN W w x 0Q N'W t� 0z" m� J O NSI z E (I WIC 00 to w = Z '- WQ i 0 o zwV) (ym = W Ld z O �i10 W W E N Q I N; w i- N 0 w a v �0 U 'n1 CLIENT INFORMATION CENTRAL TEXAS HARVEY INVESTMENTS, 'LI c/o SANH TRINH 4405 REGAL OAKS DR COLLEGE STATION, TEXAS 77845 OFF: (979) 575-4545 I' FAX: (979) 823-5196 I' EMAIL: samtrinh@verizon.net FILENAME: 0400CVlA I SCALE:AS NOTED SUBMITTED DATE: MAY 6, 2013 DRAWN BY: R.A.M. I CHECKED BY: R.A.M. FIELD BOOK: NSA PAGES: NSA RME CONSULTING ENGINEERS CLIENT NO. PROJECT N0. 237 - 0400 i I ■ SHEET 12 OF 12 w x 0Q N'W t� 0z" m� O NSI z � ~ (I WIC 00 to w = Z '- WQ i 0 o zwV) (ym = W Ld z �i10 W ='' N �— E I N; w i- N 0 w a v �0 U M ■.. Ir CLIENT INFORMATION CENTRAL TEXAS HARVEY INVESTMENTS, 'LI c/o SANH TRINH 4405 REGAL OAKS DR COLLEGE STATION, TEXAS 77845 OFF: (979) 575-4545 I' FAX: (979) 823-5196 I' EMAIL: samtrinh@verizon.net FILENAME: 0400CVlA I SCALE:AS NOTED SUBMITTED DATE: MAY 6, 2013 DRAWN BY: R.A.M. I CHECKED BY: R.A.M. FIELD BOOK: NSA PAGES: NSA RME CONSULTING ENGINEERS CLIENT NO. PROJECT N0. 237 - 0400 i I ■ SHEET 12 OF 12 CROSS SLOPE 2% MIN. CROSS SLOPE CROSS SLOPE SIDEWALK 2% to 4% 2% MAX., 1% MIN. 8' TYP. NOTE: THIS DOES NOT TAKE INTO ACCOUNT DRAINAGE REQUIREMENTS - BERMS MAY BE REQUIRED OUTSIDE OF THE SIDEWALK. � � w P ^� � � On �tU • • . S�tleW w .� � � pertY �• .r olk w lige PERTAS STANDARDS NOTES: 1. SIDEWALK PLACEMENT SHALL BE IN ACCORDANCE WITH B/CS UNIFIED DESIGN GUIDELINES. 2. FINISH: LIGHT BROOM FINISH. JOINTS TO BE TOOLED 1" DEEP AT AN INTERVAL EQUAL TO THE SIDEWALK WIDTH. EXPANSION JOINTS @ 40' O.C.,CONTRACTION JOINTS @ 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 @ 12" O.C. OR #4 x 12" BARS @ 18" O.C. 4. COMPACTION: COMPACTED SUBGRADE MATERIAL COMPACTED TO A DENSITY AT LEAST 98% OF MAXIMUM DRY DENSITY AS DETERMINED BY PROCTOR COMPACTION TEST ASTM D698 (STANDARD) AND SHALL BE 0-40/a 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 Q 1/2"0 X 18",12" O.C. 114" R3/4•, 9C EASE) WITH HEAVY 3'-0" MIN.VARIES-0J. i 4.. 20/6 MAX. 1 717 RECYCLED MATERIAL,1/2" THICK AS MANUFACTURED v `-SEE NOTE 4 BY J.D. RUSSELL CO. OR /3'ONG METAL OR PLASTIC CAP, INSIDE APPROVED EQUAL DIAMETER TO BE 1/16" GREATER -THAN DIAMETER OF DOWEL BAR. CAP MUST #3 BARS @ 12" O.C.E.W. OR 28 -DAY CONCRETE BE LONG ENOUGH TO COVER 2"OF #4 BARS 18" O.C.E.W STRENGTH = 3000 PSI DOWEL AND HAVE STOP SO END OF o0 4" THICK MIN.) CAP IS 1" FROM END OF BAR. SEE FINISH NOTE SIDEWALK EXPANSION SIDEWALK SLOPE REQUIREMENTS SE1-00 & CONSTRUCTION JOINT 4"x4"x3/16'• STRUCTURAL STEEL TUBING SAWED OR FORMED, 8.O.C. MAXIMUM 8' O.C. MAXIMUM 12" O.C. 118" TO 3/16" SEAL WITH EXPANSION JOINT MATERIAL, MIN. 3/8" R T 6" O.C. SIDEWALK CONTRACTION JOINT 4"x2"x3/16" STRUCTURAL STEEL TUBING 4"x4"x3116" STRUCTURAL 1 "x1"x3/16" STRUCTURAL STEEL TUBING STEEL TUBING SEE CONNECTION DETAIL SWEEP SAND MIN 8" INTO ALL JOINTS 4„ MAX 24" CONC. SIDEWALK 6" •'• 3-112" ALONG LOCAL STREETS Q I 3'-0" MIN..6'-0"VARIES 2% MAX. SEE NOTE 4 #3 BARS @ 12" O.C.E.W. OR 28 -DAY CONCRETE #4 BARS @ 18" O.C.E.W. STRENGTH = 3000 PSI GHICK MIN.) FINISH NOTE ALONG MINOR COLLECTORS AND LARGER TYPICAL 12" DIA. BOLTPEDESTRIAN e :"4 CONNCTIONDETAL 7.5"GUARDRAIL ° ACCEPTABLE- - ? • p c, ° O O ,O - O O V - O TRAFFIC RATED ST7f71-01 a -'4' a ••.o'_ PAVER MATERIAL Lvffv,Mw ALL AREAS WHERE EXISTING VEGETATION ANDR G ASS 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 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. ALL TRAFFIC SIGNALS AND APPURTENANCES, AND ALL PAVEMENT MARKINGS AND MARKERS SHALL BE IN ACCORDANCE WITH TXDOT STANDARDS REFER TO SPEC 31 17 23.23 (PAVEMENT MARKINGS) FOR ADDITIONAL LOCAL REQUIREMENTS. 6,. 1" MAX. SAND LAYING COURSE ACCEPTABLE TRAFFIC RATED PAVER MATERIAL SIDEWALK PAVER SECTION CONCRETE SIDEWALK I 8'-0" �VARIES� SEE NOTE 4 SEE NOTE 3 �2B-DAY CONCRETE #3 BARS @ 12" O.C.E.W. OR STRENGTH = 3000 PSI #4 BARS @ 18" O.C.E.W. (4" THICK MIN.) sEE FINISH NOTE ALONG MINOR COLLECTORS SWI -02 CROSSWALK DIMENSIONS, CROSSWALK DIMENSIONS, DETECTABLE WARNINGS CROSSWALK MARKINGS, AND CROSSWALK MARKINGS, AND GE NVRAL NOTES: STOP LINE LOCATIONS SHALL STOP LINE LOCATIONS SHALL Z WANING SURFACE BE AS SHOWN ELSEWHERE IN 4' BE AS SHOWN ELSEWHERE IN LAY FULL-SIZE UNITS FIRST FOLLOWED BY CLOSURE UNITS "VARIES 4' THE PLANS. - m O THE PLANS. 1- ALL SLOPES ARE MAXIMI IM Al I nWAR1 F THE LEAST J I�--r LANDING W O ** VARIES SURFACE THAT CONSISTS OF RAISED TRUNCATED DOMES COMPLYING WITH SECTION 4,29 OF THE TEXAS 3/16" NOMINAL VARIES _ NEENAH GRATE BOLTED pQ W MAYBE PRESENT. NOT ALL LOCATIONS NEED THE ACCESSIBILITY STANDARDS (TAS). THE SURFACE MUST CONTRAST VISUALLY ANNULAR SPACE IN PLACE OR APPROVED EQUAL 3' I GREEN SPACE 1 • :. c `q9� _ W OM p ° 8. •° ° • .. ° SIDEWALKXP... WITH ADJOINING SURFACES, NO.3 REBAR AROUND PAVER INSET ..'° ..'. aw4°: 6' °. >. s SUTRUNCATED DOME CL DETECTABLE DETECTABLE WARNICG 2. LANDINGS SHALL BE A 5'X 5' MINIMUM WITH A MAXIMUM SIDEWALK 6 a ° . ° . • ' MAX. h aSURF ACE s„ a -t: �`- No. 4 BARS ° ' .. ° .. � E »'•� 12:1 :: DETECTABLE AND USUAL iv oDSG: OOLOCATIONS `� r-• E':°AMP \ L UNCOLORED CONCRETE, UNLESS SPECIFIED ELSEWHERE IN THE PLANS. '-6"-'-VARIES (Typ) �� ;q; go,.tr.:...p c►:4a. AS REQ IREO _WARNING PROPERTY LINE SURFACE cn PROPERTY LINE G(, \ THE CITY OF BRYAN'S PREFERENCE FOR MARKING TRENCH GRATE MAY ONLY BE THE CROSSWALK AND WHOLLY OUTSIDE THE PARALLEL VEHICULAR TRAVEL PATH. iv (TYP.) CROSSWALKS IS THE LONGITUDINAL (OR "LADDER" STYLE). THE CITY OF COLLEGE STATION'S "TRANSVERSE" ALLOWED WITH PRIOR APPROVAL �Py w O:f 'Qq0 y PREFERENCE IS THE TYPICAL STYLE; HOWEVER, IN THE NORTHGATE AREA, FROM THE CITY ENGINEER AND O� 6 2s, GS,� / ° . °'• Sp GS' ° FACE OF WHERE THERE IS NO OTHER ER SYSTEM I • , .. SCHOOL OR SCHOOL ZONES, AND OTHER HIGH ASTORM VAILABLE. **23' (10' CURB RADIUS-) 't1x, ' PEDESTRIAN CROSSINGS, THE LONGITUDINAL (OR APPROXIMATE LOCATION FOR THE DETECABLE WARNING 21.5' (20' CURB RADI S) • 16.51(25- CURB RADIUS) W °Q• F 'p Y "LADDER" STYLE) IS PREFERRED. DEVIATION FROM SURFACE FOR EACH CURB RAMP TYPE. ;' a \ rn CIIRB Pulp \ a THESE PREFERENCES WILL BE ALLOWED ONLY WITH CLASS A CONCRETE - SHALL CONFORM TO APPLICABLE SPECIFICATIONS z � CROSS SLOPE NOT TO EXCEED \ w w21.5' ** 23' (10' CURB RADIUS) W (20 ' CURB RADIUS) \ THE APPROVAL OF THE CITY ENGINEER. 5. DETECTABLE WARNING SURFACES SHALL BE MINIMUM OF 24" IN DEPTH IN THE DIRECTION OF PEDESTRIAN TRAVEL, 2% OR BE LESS THAN 1%ON ANY 16.5' (25' CURB RADIUS) SURFACE ON LANDING AT STREET EDGE THE LONGITUDINAL STYLE MARKING SHALL BE 24" WIDE AND 8 FEET IN LENGTH, SPACED 48 -INCHES PORTION OF RAMP OR TRANSITION O 6. ADDITIONAL INFORMATION ON CURB RAMP LOCATION, DESIGN LIGHT RELECTIVE VALUE AND TEXTURE • . 1 ' TO STREET ° ° ,. ,•., '• ° y CROSS SLOPE NOT TO EXCEED I OF UNMARKED PAVEMENT. ALL CROSSWALK PAVEMENT MARKINGS SHALL ALWAYS MEET TXDOT'S SPECIFICATION FOR TYPE I MARKINGS UNLESS OTHERWISE APPROVED 6. DETECTABLE WARNING SURFACES SHALL BE LOCATED SO THATTHEEDGE NEAREST THE CURB LINE IS A MINIMUM OF 6" AND A MAXIMUM OF 10" FROM THE EXTENSION OF THE FACE OF CURB. DETECTABLE WARNING SURFACES MAY BE • ' : 2% OR BE LESS THAN I% ON ANY Q z LANDING BY THE CITY ENGINEER. ° DESIGNED TO PROVIDE ACCESSy3LE PASSAGE OVER OR PORTION OF RAMP OR TRANSITION ~�2 ADDITIONAL INFORMATION ABOUT CROSSWALK MARKINGS 7. ACCEPTABLE PAVER MATERIAL SHALL BE CLAY, VITRIFIED THROUGH THEM. TO STREET w> V CAN BE FOUND IN THE TMUTCD. 5' 3' 8. CROSSWALK DIMENSIONS, CROSSWALK MARKINGS AND 8' GQa Waimea CROSSWALKS WITH BRICK PAVERS, STAMPED ASPHALT, AND CONCRETE. STOP BAR LOCATIONS SHALL BE AS SHOWN ELSEWHERE IN THE PLANS. AT INTERSECTIONS WHERE CROSSWALK WARNING SURFACE N PARALLEL TO ISoI12elTIC View 5'/6' SIDEWALK AMBULATORY MARKINGS ARE NOT REQUIRED, CURB RAMPS SHALL BE ALIGNED WITH THEORETICAL CROSSWALKS, OR AS 8' SIDEWALK AMBULATORY RAVEL) SIDEWALK DRAINAGE TRENCH GRATE RAMP AT STREET INTERSECTION RAMP AT STREET INTERSECTION 4" MAX AND USUAL 9. EXISTING FEATURES THAT COMPLY WITH TAS MAY REMAIN SW3-02 SW3-00 IN PLACE UNLESS OTHERWISE SHOWN ON THE PLANS. SW3-01 * CROSS SLOPE NOT TO EXCEED * CROSS SLOPE NOT TO EXCEED 10. HANDRAILS ARE NOT REQUIRED ON CURB RAMPS. PROVIDE CURB RAMPS WHEREVER ON ACCESSIBLE ROUTE CROSSES 'r CROSS SLOPE NOT TO EXCEED 2% OR BE LESS THAN 1% ON ANY PORTION OF RAMP OR TRANSITION 2% OR BE LESS THAN 1% ON ANY 2% OR BE LESS THAN 1 % ON ANY TO STREET PORTION OF RAMP OR TRANSITION PORTION OF RAMP OR TRANSITION / TO STREET / TO STREET / SIDEWALK AND ANY OTHER ELEMENTS WITH PREMOLD OR P BOARD JOINT OF 3/4" UNLESS OTHERWISE DIRECTED BY P THE ENGINEER. OF 10" MAX CURB 12. PROVIDE A SMOOTH TRANSITION WHERE THE CURB RAMPS CONNECT TO THE STREET. TYPICAL PLACEMENT OF DETECTABLE LINEPERTY / PROPERTY / 13. FLARE SLOPE SHALL NOT EXCEED 10% MEASURED ALONG PROPERTY / DETECTABLE WARNING LINE / DETECTABLE LINE / DETECTABLE SURFACE _ i WARNING �y1 SURFACE / WARNING -- SURFACE 1'y 8' SIDEWALK __ Z RAMP* s, Z AMP* MIR 6' SIDEWALK 1:1� io SLOPE Z RAMP* a i° 5'SIDEWALK SLOPE 1:12 => MAX, ►- SLOPE MAX. 3' EXPANSION 3' EXPANSION JT. & SMOOTH OWEL�BAR, SMOOTH DOWEL BAR, EXPANSION JT. & BACK SMOOTH DOWEL BAR, 1/2" DIA. X 16", WITH CAP Cad 12" O.C. BACK 112" DIA. X 16", WITH CAP @ 12" O.C. BAC OF CURB 112" DIA. X 16", WITH (COATED W/HEAVY OF CURB 6' MIN. GREASE) (COATED W/HEAVY OF CURB 6' MIN. GREASE) 6' MIN. CAP @ 12" O.C. (COATED W/HEAVY GREASE) 8' SIDEWALK AMBULATORY RAMP 6' SIDEWALK AMBULATORY RAMP 5SIDEWALK AMBULATORY RAMP AT STREET INTERSECTION & DRIVES AT STREET INTERSECTION & DRIVES AT STREET INTERSECTION & DR[VES SW3-03 SW3-04 I SW3-05 Q z5' x5' DETECTABLE WARNINGS PEDESTRIAN FACILITIES LANDING DETECTABLE CROSSWALKS: GE NVRAL NOTES: GENERAL NOTES: aQw Z WANING SURFACE CROSSWALK MARKINGS ARE IMPORTANT TRAFFIC a�C LAY FULL-SIZE UNITS FIRST FOLLOWED BY CLOSURE UNITS 0000 - m O CONTROL DEVICES AT CONTROLLED INTERSECTIONS. THESE DEVICES IDENTIFY THE APPROPRIATE LOCATION 1. CURB RAMPS MUST CONTAIN A DETECTABLE WARNING 1- ALL SLOPES ARE MAXIMI IM Al I nWAR1 F THE LEAST J I�--r LANDING W O FOR PEDESTRIANS TO CROSS THE INTERSECTION AS WELL AS INFORMING DRIVERS WHERE PEDESTRIANS SURFACE THAT CONSISTS OF RAISED TRUNCATED DOMES COMPLYING WITH SECTION 4,29 OF THE TEXAS POSSIBLE SLOPE THAT WILL STILL DRAIN PROPERLY SHOULD BE USED. ADJUST CURB RAMP LENGTH OR GRADE pQ W MAYBE PRESENT. NOT ALL LOCATIONS NEED THE ACCESSIBILITY STANDARDS (TAS). THE SURFACE MUST CONTRAST VISUALLY OF APPROACH SIDEWALKS AS DIRECTED. N _ W OM CROSSWALKS MARKED; HOWEVER, TYPICALLY WITH ADJOINING SURFACES, NO.3 REBAR AROUND PAVER INSET SUTRUNCATED DOME COLLECTOR AND ARTERIAL STREETS DO. AS STATED INCLUDING SIDE FLARES. FURNISH DARK BROWN OR 2. LANDINGS SHALL BE A 5'X 5' MINIMUM WITH A MAXIMUM N MAX. IN THE TMUTCD, AN ENGINEERING STUDY SHOULD BE DARK RED DETECTABLE WARNING SURFACE ADJACENT TO 2% SLOPE IN ANY DIRECTION. z AND USUAL iv oDSG: OOLOCATIONS `� PERFORMED BEFORE CROSSWALKS ARE INSTALLED AT OTHER THAN CONTROLLED INTERSECTIONS. UNCOLORED CONCRETE, UNLESS SPECIFIED ELSEWHERE IN THE PLANS. 3. MANEUVERING SPACE AT THE BOTTOM OF CURB RAMPS p - ;q; go,.tr.:...p c►:4a. AS REQ IREO SHALL BE A MINIMUM OF 4' X 4' WHOLLY CONTAINED WITHIN cn SIDE FLARE THE CITY OF BRYAN'S PREFERENCE FOR MARKING 2. DETECTABLE WARNING SURFACES MUST BE SLIP RESISTANT AND NOT ALLOW WATER TO ACCUMULATE. THE CROSSWALK AND WHOLLY OUTSIDE THE PARALLEL VEHICULAR TRAVEL PATH. iv (TYP.) CROSSWALKS IS THE LONGITUDINAL (OR "LADDER" STYLE). THE CITY OF COLLEGE STATION'S "TRANSVERSE" I 3. ALIGN TRUNCATED DOMES IN THE DIRECTION OF 4. MAXIMUM ALLOWABLE CROSS SLOPE ON SIDEWALK AND w O:f 6" MIN. PREFERENCE IS THE TYPICAL STYLE; HOWEVER, IN THE NORTHGATE AREA, PEDESTRIAN TRAVEL WHEN ENTERING THE STREET. CURB RAMP IS 2%. FACE OF ADJACENT TO 10" MAX. CURB SCHOOL OR SCHOOL ZONES, AND OTHER HIGH 4. SHADED AREAS ON SHEETS 3 AND 4 INDICATE THE 5. CURB RAMPS WITH RETURNED CURBS MAY BE USED ONLY PEDESTRIAN CROSSINGS, THE LONGITUDINAL (OR APPROXIMATE LOCATION FOR THE DETECABLE WARNING WHERE PEDESTRIANS WOULD NOT NORMALLY WALK ACROSS TRUNCATED DOME PATTERN "LADDER" STYLE) IS PREFERRED. DEVIATION FROM SURFACE FOR EACH CURB RAMP TYPE. ;' THE RAMP, EITHER BECAUSE THE ADJACENT SURFACE IS CIIRB Pulp TYPICAL PLACEMENT OF DETECTABLE WARNING THESE PREFERENCES WILL BE ALLOWED ONLY WITH CLASS A CONCRETE - SHALL CONFORM TO APPLICABLE SPECIFICATIONS PLANTING OR OTHER NON -WALKING SURFACE OR BECAUSE THE APPROVAL OF THE CITY ENGINEER. 5. DETECTABLE WARNING SURFACES SHALL BE MINIMUM OF 24" IN DEPTH IN THE DIRECTION OF PEDESTRIAN TRAVEL, THE SIDE APPROACH IS SUBSTANTIALLY OBSTRUCTED. OTHERWISE, PROVIDE FLARED SIDES. SURFACE ON LANDING AT STREET EDGE THE LONGITUDINAL STYLE MARKING SHALL BE 24" WIDE AND 8 FEET IN LENGTH, SPACED 48 -INCHES AND EXTEND THE FULL WIDTH OF THE CURB RAMP OR LANDING WHERE THE PEDESTRIAN ACCESS ROUTE ENTERS THE STREET. 6. ADDITIONAL INFORMATION ON CURB RAMP LOCATION, DESIGN LIGHT RELECTIVE VALUE AND TEXTURE j 7f T APART. THE TRANSVERSE MARKINGS SHALL CONSIST OFTWO 12 -INCH WIDE LINES SEPARATED BY 6 FEET MAY BE FOUND IN THE CURRENT EDITION OF THE TEXAS v 2-00 OF UNMARKED PAVEMENT. ALL CROSSWALK PAVEMENT MARKINGS SHALL ALWAYS MEET TXDOT'S SPECIFICATION FOR TYPE I MARKINGS UNLESS OTHERWISE APPROVED 6. DETECTABLE WARNING SURFACES SHALL BE LOCATED SO THATTHEEDGE NEAREST THE CURB LINE IS A MINIMUM OF 6" AND A MAXIMUM OF 10" FROM THE EXTENSION OF THE FACE OF CURB. DETECTABLE WARNING SURFACES MAY BE ACCESSIBILITY STANDARDS (TAS) AND 16 TAC 68.102. 7. TO SERVE AS A PEDESTRIAN REFUGE AREA, THE MEDIAN SHOULD BE A MINIMUM OF 5' WIDE. MEDIANS SHOULD BE Q z LANDING BY THE CITY ENGINEER. CURVED ALONG THE CORNER RADIUS. DESIGNED TO PROVIDE ACCESSy3LE PASSAGE OVER OR ~�2 ADDITIONAL INFORMATION ABOUT CROSSWALK MARKINGS 7. ACCEPTABLE PAVER MATERIAL SHALL BE CLAY, VITRIFIED THROUGH THEM. w> V CAN BE FOUND IN THE TMUTCD. POLYMER COMPOSITE, PRECAST POLYMER CONCRETE, 8. CROSSWALK DIMENSIONS, CROSSWALK MARKINGS AND GQa Waimea CROSSWALKS WITH BRICK PAVERS, STAMPED ASPHALT, AND CONCRETE. STOP BAR LOCATIONS SHALL BE AS SHOWN ELSEWHERE IN THE PLANS. AT INTERSECTIONS WHERE CROSSWALK WARNING SURFACE N PARALLEL TO STAMPED CONCRETE, ETC., SHALL ALSO REQUIRE RETRO -REFLECTIVE, THERMOPLASTIC TRANSVERSE MARKINGS ARE NOT REQUIRED, CURB RAMPS SHALL BE ALIGNED WITH THEORETICAL CROSSWALKS, OR AS RAVEL) STRIPING. DIRECTED BY THE ENGINEER. 4" MAX AND USUAL 9. EXISTING FEATURES THAT COMPLY WITH TAS MAY REMAIN IN PLACE UNLESS OTHERWISE SHOWN ON THE PLANS. o z :oo:b;cttti.:vo.E FLARE 4MINFACE 10. HANDRAILS ARE NOT REQUIRED ON CURB RAMPS. PROVIDE CURB RAMPS WHEREVER ON ACCESSIBLE ROUTE CROSSES v:b:.c;;;cs; p•oo�.; :P.) :.o;oq.:o::;o:.o-q. (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. OF 10" MAX CURB 12. PROVIDE A SMOOTH TRANSITION WHERE THE CURB RAMPS CONNECT TO THE STREET. TYPICAL PLACEMENT OF DETECTABLE 13. FLARE SLOPE SHALL NOT EXCEED 10% MEASURED ALONG WARNING SURFACE ON SLOPING RAMP RUN CURB LINE. SW2-01 Q z5' x5' F LANDING JO PAVER UNITS MEETING ALL REQUIREMENTS OF ASTM C-936,0-33. LAY IN A TWO BY TWO BASKET WEAVE PATTERN OR AS DIRECTED. aQw a�C LAY FULL-SIZE UNITS FIRST FOLLOWED BY CLOSURE UNITS 0000 - m O � CONSISTING OF AT LEAST 25 PERCENT OF A FULL UNIT. CUT DETECTABLE WARNING PAVER UNITS USING A POWER SAW. J \SIDEFL a v oQa `oa N I. v 1:10 SLOP MAX. NO.3 REBAR AROUND PAVER INSET SUTRUNCATED DOME TYPIC AL ) 6' (TYCAL) 4' (TYPICAL)TH (TYPICAL) OF ICAL) CURB PI TYPICAL AMBULATORY RAMP W/ FLARED WINGS 2 1", 2", I�I`1 � /8" GENERAL NOTES (PAVERS) FURNISH DETECTABLE WARNING 2-318 __TUNIT PAVER UNITS MEETING ALL REQUIREMENTS OF ASTM C-936,0-33. LAY IN A TWO BY TWO BASKET WEAVE PATTERN OR AS DIRECTED. LAY FULL-SIZE UNITS FIRST FOLLOWED BY CLOSURE UNITS 0000 - m O CONSISTING OF AT LEAST 25 PERCENT OF A FULL UNIT. CUT DETECTABLE WARNING PAVER UNITS USING A POWER SAW. 4.. E1 „ 10000 W>� LANDI oQa 8.. aHo DETECTABLE WARNING NO.3 REBAR AROUND PAVER INSET SUTRUNCATED DOME 4MAX RAC DETECTABLE WARNING PAVER WITH WARNING PAVER AND USUAL EXPANS N JOINT TRUNCATED DOME SURFACE c z A A AS REQ IREO I" MORTAR BED -SHALL CONFORM TO SIDE FLARE SIDE FLA E' APPLICABLE SPECIFICATIONS iv (TYP.) (TYP) CONTROL JOINT PERMISSIBLE Mb _•_-'-Z' I I III �I 11i �c►c FACE OF CURB MIN. 4" No. 3 REBAR AT TRUNCATED DOME PATTERN 18i BOTH MAX,) ON -CENTER WAYS CIIRB Pulp CLASS A CONCRETE - SHALL CONFORM TO APPLICABLE SPECIFICATIONS DETECTABLE WARNING PAVER SECTIONAA SW2-03 CITY OF BRYAN OF" The Good Life, Texas Style." DRAWN BY: C.L.M. DATE: 08-01-12 SCALE N T S APPROVED: W. P. K. II I' SHEET 1' 1 OF 1 VALVE OPERATING NUT NOTE: GENERAL NOTES: MIN. DIMENSION APPROX. 1. FURNISH AS SHOWN ON PLANS EQUAL TO ONE BAG OF c.y.) SACKRETE 1. VALVE EXTENSION TO BE USED 1. FINELY DIVIDED EARTH FREE OF ROCK, LUMPS AND CLODS 6. ALL FITTING SHALL BE MECHANICL JOINTS UNLESS 1" DIA STEEL ROD W1- 00 4,4:1.8 5.1 1.5 2.5 0.3 2" SQUARE x 2" HIGH o 24" X 24" X 6" ONLY WHEN TOP OF GATE VALVE EXCEEDING 6" SHALL BE PLACED BY HAND, AND OTHERWISE DIRECTED. THICKNESS) I o ARE TO BE FLUSH WITH 1.5 28 -DAY CONCRETE STRENGTH = 2000 psi IS DEEPER THAN 5 FEET FROM FINISHED GRADE. COMPACTED AROUND THE CAST IRON PIPE TO A DEPTH OF E LOCATED NO CLOSER THAN 12" OVER THE TOP OF THE PIPE BEFORE BACKFILL IS BEGUN 7' 3 FEET MEASURED HYDRANTS SHALL FROM THE BACK OF CURB TO THE BY ANY MECHANICAL EQUIPMENT. GATE VALVE I 0D 24" X 24" X 6" 28 -DAY CONCRETE 3. MARK EACH SERVICE END WITH METAL "T" POST Dot� WITH #4 BAR AROUND 2. ALL VALVE OPERATING NUT FIELD WHERE AND AS DIRECTED BY THE ENGINEER. THE VOLUME OF CONCRETE FACE OF THE STEAMER ON THE FIRE HYDRANT. 4. MATERIAL USED SHALL BE AS SPECIFIED OR AN p psi WITH #4 BAR AROUND CONTACT THE CITY INSTALLED AND AT OTHER ALL VALVE BOX. EXTENSIONS ARE TO BE MADE 2. ALL CONCRETE BLOCKING SHALL BE - 28 DAY CONCRETE 1.510.910.41 6. ALL SERVICE WYES & EXTENSIONS ARE TO BE ALL CONCRETE BLOCKING HAS REACHED 1500 psi. BEFORE EXCAVATING LOCATIONS AS SHOWN ON PLANS. -I NOTE: STRENGTH = 2000psi. g, IF MAIN VALVE IS WITHIN 50 FEET OF FIRE HYDRANT THEN 7. METERS AND VALVE BOXES SHALL BE PLACED FURNISH SAME NUMBER OF ALL VALVE BOX. BY THE CITY UPON PAYMENT OF FEE. o �� fBIC AND PAINTED WIZED TH TWO (2) STEEL CASING ASSEMBLY VALVE MAY BE OMITTED ON A DEAD END HYDRANT REPLACEMENT SIGNS AS FOR EACH CARRIER PIPE SECTIONA A O BACKGROUNDL COATS OF METAL PAINT. 3. ALL THRUST BLOCKING SHALL PROVIDE A MINIMUM OF LEAD WITH NO ADDITIONAL CONNECTIONS. INSTALLED (OMITTING VALVE CLR. TRAFFIC RATED COPPERHEAD2 3. EXTENSIONS SHALL BE A MINIMUM SQUARE FEET OF BEARING AREA OF CONCRETE ON UNDISTURBED SOIL, OR AS DIRECTED BY THE ENGINEER. 9. HEIGHT OF FIRE HYDRANT MEASURED FROM THE STEAMER 4-00 SNAKEPIT TEST OR OF ONE (1) FOOT LONG. SHALL BE 18 TO 24 INCHES ABOVE NEAREST FINAL NOZZL4. VIEWA -A APPROVED EQUAL ROCKS LUMPS CLODS OR DEBRIS LARI;ER THAN TWO (2) INCHES IN THE LARGEST DIMENSION). TO A 4. WATER MAINS WILL NOT BE FULLY PRESSURIZED UNTIL GRADEE SEAL W/ STN. STL. PSI" "APS" OR (NOT A SEPARATE PAY ITEM) 4. VALVE BOX LIDS LOCATED ON CONCRETE HAS REACHED 7 DAY STRENGTH. 2' NOTAPPLY TO STREETS BE/NG RECONSTRUCTED. TV VALVES TO ISOLATE FIRE SUPPRESSION LINES FROM PUBLIC 5. ALL PIPE WILL BE LAID SO AS THE ENTIRE BARRELL BAND CLAMP ' < VIEWA -A WATER LINES SHALL WILL HAVE FULL BEARING ON THE FINE GRADED TRENCH BOTTOM. BELL HOLES SHALL BE CUT FOR NO. STANDARD RANT DIA USA, LL562 LOCKABLEE LID. D. EACH BELL AND FIRE HYDRANT. © (MANUALLY CONSOLIDATE B ((MANUALLY CONSOLIDATE T OPTIMUM MOISTURE) / �AT OPTIMUM MOISTURE) GATE VALVE PROVIDE 4 RUNNERS AT D N 4. ALL BEDDING & INSTALLATION OF DUCTILE IRON PIPE 2" BLACK PRESSURE TO BE ADDED AFTER WNALVE BOX SHALL BE IN ACCORDANCE WITH ANSI/AWWA C150/A21.50 3'X 3'X6" CONCRETE SLAB W/ POLYMER RUNNERS; C. NTERED MIN WATER LINE UNDISTURBED SOIL SOIL PIPE J PIP S REQUIRED + BELL, TRAFFIC RATED COPPERHEAD 6. RELATIVE COMPACTION SHALL BE TESTED IN THE STANDARD FIRE HYDRANT 70. PLACE METAL DETECTOR PAINTED. THE MATERIAL SHALL BE FREE FLOWING AND WHEN WET SHALL IN INSULATED; "APS, INC., MOD WHITE 10. SNAKEPIT TEST STATION OR VALVE BOX PER SPECS WITH BOX OR"CASCADE" STEAMER NOZZLE CHAINS NON-STRUCTURAL BY THE CONTRACTOR. T MIN. W2-02 W2-00 APPROVED EQUAL EXTENSION AS NEEDED VALVE BOX PER SPECS. TO BE REMOVED BY TEE OR TAPPING VALVE IDENTIFICATION SIGN vuvc W4-02 2" SQUARE AWWA NUT CONTRACTOR PRIOR TO SLEEVE & VALVE ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER f7"7- 71 EXTENSION WITH A f- CENTERING COLLAR. � A CITY'S ACCEPTANCE OF AS REQUIRED WORK. BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL AS REQUIRED i A �.:• ,� ° . 6•• TERMINATE 4' TO 5' FINISHED GRADE SHALL BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE. FROM TOP OF BOX. 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 BURY LINE ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RAIN. AS EQ'DARIES ANCHOR 90° BEND 2" SQUARE AWWA NUT WNALVE BOX w EXTENSION WITH z CENTERING COLLAR. a GATE VALE STANDARD FIRE HYDRANT "' >. TERMINATE 4' TO 5' FROMTOP OF BOX. WITH SS OL S (SEE NOT 8) 6" D.I.OR C909 PIPE + a 6" MJ ANCHOR o AWWA C900 PRESSURE PIPE W/STAINLESSLVE STEEL BOLTS COUPLING CONCRETE PEA GRAVEL -FILL 14 ga. INSULATED COPPER TRACER PVC OR D.I. PIPE T01 FT. ABOVE WEEP HOLE WIRE El FIRE HYDRANT LOCATION - a , THRUST BLOCK VALVE OPERATING NUT BLOCK AS DIRECTED. EXTENSION MIN. DIMENSION APPROX. 1. FURNISH AS SHOWN ON PLANS EQUAL TO ONE BAG OF c.y.) SACKRETE GATE VALVE & BOX 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICALSPECIFICATIONS. 1" DIA STEEL ROD W1- 00 4,4:1.8 5.1 1.5 2.5 0.3 2" SQUARE x 2" HIGH FOR SINGLE SERVICE OR BETWEEN THE SERVICE OPERATING NUT VALVE OPERATING NUT NOTES: EXTENSION :; �. ; 1. FURNISH AS SHOWN ON PLANS 5" DIA x 1/8" MIN c.y.) THICKNESS STEEL WARNING SIGN PLATE w/ 90°CUT-OUT 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICALSPECIFICATIONS. 1" DIA STEEL ROD SQUARE SOCKET 4,4:1.8 5.1 1.5 2.5 0.3 2" DIA INSIDE FOR SINGLE SERVICE OR BETWEEN THE SERVICE 21/4" DEPTH TWO 3/8" SET SCREWS ON (1/8" MIN WALL EITHER SIDE TO LOCK THE THICKNESS) OPERATING NUT. SCREWS ° ARE TO BE FLUSH WITH 1.5 OUTSIDE EDGE OF BOTTOM 'UNDERGROUND SOCKET GATE VALVE EXTENSION NOTE: DIMENSION FOR CONCRETE 24" VARIES WITH WATERLINE SIZE MIN. REALIGN AS NEEDED R TAPPING fE & VALVE MECHANICAL JOINTS BLOCK USING x12"x4" REQUIRED WITH SET SCREW PRECAST CONCRETE RETAINER GLANDS BLOCK OR MEGA LUGS 6" X 12" GRADELOK BLOCK AS DIRECTEDROTATETO LITGLALGRADE) STANDARD SIRE OPTIONAL HYDRANT ASSEMBLY W1-02 TRAFFIC RATED REFER TO TECHNICAL SECTION COPPERHEAD 09 0312 FOR TRACER WIRE SNAKEPIT TEST INSTALLATION STATION ORTRAFFIC RATED COPPERHEAD APPROVED EQUAL SNAKEPIT TEST STATION OR APPROVED EQUAL GROUND LEVEL 24"x24"x6" CONCRETE PAD MAX.2I � STD.) METAL ( DETECTOR TAPE METAL DETECTOR TAPE MIN. TRACING WIRE 149a SOLID TRACER WIRE SHALL END - COPPER AT A TEST STATION. TYPICAL UTILITY PIPE TYPICAL UTILITY PIPE TRACER WIRE MUST BE INSTALLED DEAD END - DIRECTLY ABOVE THE PIPE. WI -01 UTILITY PIPE LOCATION MATERIALS 6" MIN. fill; IES MAIN LINE M. J. TEE OR CROSS 4 -0 8' BLUE, HEAVY DUTY, WING VALVE BOX AND SHAFT EXTENSION CHANNEL POST 4'-O" CAST IRON VALVE BOX COVER 2'X4'X6" CONCRETE SLAB 2' X 4' X 6" CONCRETE SLAB 4'-0"NOT GREATER ' * THAN 45° BACK FILL NOTES: (ft) :; �. ; 1. FURNISH AS SHOWN ON PLANS PIPELINE c.y.) AND ON ALL VALVE SIGN POSTS. WARNING SIGN BLACK TEXT ---,,,,N 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICALSPECIFICATIONS. WARN I G 2. SIGNS TO BE CONSTRUCTED FROM 20 GA. STEEL BAKED ON 4,4:1.8 5.1 1.5 2.5 0.3 ' FOR SINGLE SERVICE OR BETWEEN THE SERVICE 2.5 10 12 11.3 1.5 3.5 0.6 1.2 ENAMEL FINISH. FURNISH ONE 2. ALL BEARING SURFACES OF THRUST BLOCKS ADAPTER OR AN APPROVED E UAL Q ° SHALL BE PLACED AGAINST UNDISTURBED 1.5 10" 'UNDERGROUND WARNING AND ONE VALVE SIGN .. .. 3. CONCRETE FOR BLOCKING SHALL BE 2000 psi. ... 3. MARK EACH SERVICE END WITH METAL "T" POST 12" MIN. PIPELINE AND ONE POST FOR EACH VALVE FIELD WHERE AND AS DIRECTED BY THE ENGINEER. THE VOLUME OF CONCRETE PLUG. 4. MATERIAL USED SHALL BE AS SPECIFIED OR AN BLOCKING SHALL NOT BE LESS THAN SHOWN 9 l CONTACT THE CITY INSTALLED AND AT OTHER 11.25° 5. ALL CONNECTIONS TO BE COMPRESSION TYPE. 5. WATER MAIN SHALL NOT BE PRESSURIZED UNTIL 1.510.910.41 6. ALL SERVICE WYES & EXTENSIONS ARE TO BE ALL CONCRETE BLOCKING HAS REACHED 1500 psi. BEFORE EXCAVATING LOCATIONS AS SHOWN ON PLANS. 0.1 NOTE: USE POLYETHYLENE WRAP OR 7. METERS AND VALVE BOXES SHALL BE PLACED FURNISH SAME NUMBER OF CONCRETE BY THE CITY UPON PAYMENT OF FEE. OR BORED AS �� fBIC YELLOW STEEL CASING & PLUG TO PREVENT CONCRETE REPLACEMENT SIGNS AS FOR EACH CARRIER PIPE SECTIONA A O BACKGROUNDL UNDER THE SUPERVISION F A RPLS UPON 4„ TYPICAL RURAL INSTALLED (OMITTING VALVE CLR. W4-01 PIPE- SPACER 4-00 GPSCARRIER � 1 NUMBER ON VALVE SIGN MATERIAL EXCAVATED FROM THE DITCH((WHICH IS FREE OF BOTTOM OF SUB -GRADE TIGHT NEOPRENE END ROCKS LUMPS CLODS OR DEBRIS LARI;ER THAN TWO (2) INCHES IN THE LARGEST DIMENSION). TO A PAVEMENT AREAS SEAL W/ STN. STL. PSI" "APS" OR (NOT A SEPARATE PAY ITEM) (Deta//s ST4.09, ST4-0> ST4-02). TH/SNOTEDOES ASTM 0698 (STANDARD)) AT A MOISTURE CONTENT WITHIN OPTIMUM TO +40/o OF OPTIMUM UNDER NON-STRUCTURAL 2' NOTAPPLY TO STREETS BE/NG RECONSTRUCTED. TV AL V O B C 2. EVERY NATERST P LO K BAND CLAMP ' < - SIDEWALK. NOTE: CASING SPACERS T' NO. 4 -RUNNER MIN. (THRU 24' DIA 5' i © GRANULAR MATERIAL © (MANUALLY CONSOLIDATE B ((MANUALLY CONSOLIDATE T OPTIMUM MOISTURE) / �AT OPTIMUM MOISTURE) CASING) OR 6 -RUNNER MIN. (24"-42" DIA. CASING) STAINLESS WIDE BA, PROVIDE 4 RUNNERS AT D N 4. ALL BEDDING & INSTALLATION OF DUCTILE IRON PIPE 2" BLACK PRESSURE TO BE ADDED AFTER BOTTOM 45 SHALL BE IN ACCORDANCE WITH ANSI/AWWA C150/A21.50 3'X 3'X6" CONCRETE SLAB W/ POLYMER RUNNERS; C. NTERED MIN MAXIMUM LIQUID LIMIT 45 UNDISTURBED SOIL SOIL PIPE J PIP BASIC SIGN HAS BEEN BELL, -� O.D. 6. RELATIVE COMPACTION SHALL BE TESTED IN THE RESTRAINED FROM FLOTATION; 70. PLACE METAL DETECTOR PAINTED. THE MATERIAL SHALL BE FREE FLOWING AND WHEN WET SHALL IN INSULATED; "APS, INC., MOD WHITE 10. NOT ADHERE TO FORM A BALL WHEN PRESSED THE HAWD. STRUCTURAL BACKFILL AREA OR"CASCADE" BACKGROUND NON-STRUCTURAL BY THE CONTRACTOR. CASING DETAIL W2-02 W2-00 MJ PLUG w� N� PIPELINE WARNING SIGN BEDDING AND TRENCH FOR DI PIPE & PVC PIPE VALVE IDENTIFICATION SIGN vuvc fill; IES MAIN LINE M. J. TEE OR CROSS 4 -0 8' BLUE, HEAVY DUTY, WING VALVE BOX AND SHAFT EXTENSION CHANNEL POST 4'-O" CAST IRON VALVE BOX COVER 2'X4'X6" CONCRETE SLAB 2' X 4' X 6" CONCRETE SLAB 4'-0"NOT GREATER ' * THAN 45° BACK FILL THRUST BLOCK RESTRAINED JOINT 6" M. J. ELL PLACED ONT �c NOTE: WI THRUST BLOCK UNDISTURBED SOIL INSTALL ANCHOR COUPLING COMPACTION WITHIN LIMITS AND REDUCER AS REQUIRED OF END OF LINE BLOCKING STADARDDENSITYSSEMBLY BE 95% STANDARDDENSITYPER W3-00 ASTM D698 IN-LINE BLOW OFF ASSEMBLY W3-Ol NOTE: 1- � ---GALV. ELL BRONZE INSECT SCREEN 1. EMBED COPPER LINE IN TAMPED SAND FROM WIS.S. HOSE CLAMP ��REMOVE UNDISTURBED SOIL TO 6" ABOVE AND ON BOTH GALV. NIPPLE AND DISCARD SIDES OF COPPER PIPE. AIR RELEASENACUUM I AFTER USE MJ PLUG 2. PAYMENT FOR BID ITEM OF "AIR RELEASE VALVE" BREAKER VALVE 1 VALVE BOX AND SHAFT EXTENSION SHALL INCLUDE ALL MATERIALS, EL SHOWN IN VALMATIC MODEL 101 (1 ") 2" METER BOX WITH 1 1 EXIST. GRADE -,,,,,4•_p CAST IRON VALVE BOX COVER OR MODEL 102 (2") OR CAST IRON LID I I DETAIL, INCLUDING MAIN LINE TAPPING SADDLE. APPROVED EQUAL 1 1 �SCH. 40 GALV. PIPE 2' X 4'X 6" CONCRETE SLAB 3. PIPE SIZE SHALL BE 1"OR 2". I I AFTER BLOW -OFF 4. SIZE OF LINES AND VALVES MAY BE MODIFIED BY 1 I INSTALL MALE QUICK AMERICAN FLOW CONTROL THE ENGINEERCONNECTION & CAP TRENCH ADAPTER EXIST. GRADE -,,,,OR AN APPROVED HOT -BOX POLY ROXEQUAL MODEL PHRI (1") WITH 4" APPROVED HEAT OR MODEL PHR2 (2") BRASS BALL VALVE PIPE MATERIAL MJ TAPPED CAP WITH HEAT OR APPROVED EQUAL - IRON PIPE THREAD COMPRESSION FITTING BRASS THREAD PIPE AND BALL VALVE WATER 9 4" X 3' X 3' CONCRETE PAD (FOR 1" PIPE) COPPER EXPOSED TO MAIN 4" X 5' X 3' CONCRETE PAD (FOR 2" PIPE) CONCRETE SHALL BE BRASS ELL MJ TAPPED CAP SLEEVED WITH APPROVED COPPER PIPE SLEEVING CONCRETE BLOCKING TOBE IN 4" M. J. ELL PLACED ON CONCRETE BLOCKING TO TYPE "K" COPPER TUBING DETAIL W3-00 DANCE WITH MAIN WATER UNDISTURBED SOIL BE IN ACCORDANCE WITH DETAIL W3-00 TAPPING SADDLE WI BRASS NIPPLE 4" END OF LINE CORPORATION STOP. 2" BLOW -OFF RISER BLOW -OFF AIR RELEASE VALVE & VACUUM CHECK VALVE W3-02 W3-03 W3-04 THRUST BLOCK NOTES: TEE SCHEDULE (ft) :; �. ; : •' : - •':' �' :'t : V c.y.) NOTES: AMERICAN FLOW CONTROL TRENCH 6" DIP W/RETAINING GLAND AT BEND AND 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICALSPECIFICATIONS. 1. NO SPLICES IN COPPER TUBING WILL BE ALLOWED 9AG 4,4:1.8 5.1 1.5 2.5 0.3 90° FOR SINGLE SERVICE OR BETWEEN THE SERVICE 2.5 10 12 11.3 1.5 3.5 0.6 1.2 SADDLE AND THE WYE FOR DOUBLE SERVICE. 2. ALL BEARING SURFACES OF THRUST BLOCKS ADAPTER OR AN APPROVED E UAL Q 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR SHALL BE PLACED AGAINST UNDISTURBED 1.5 .p EARTH OR ROCK. 0.2 .. .. 3. CONCRETE FOR BLOCKING SHALL BE 2000 psi. ... 3. MARK EACH SERVICE END WITH METAL "T" POST 12" MIN. 2.2 PAINTED BLUE. FIELD WHERE AND AS DIRECTED BY THE ENGINEER. THE VOLUME OF CONCRETE PLUG. 4. MATERIAL USED SHALL BE AS SPECIFIED OR AN BLOCKING SHALL NOT BE LESS THAN SHOWN 9 l APPROVED EQUAL. HERE. 11.25° 5. ALL CONNECTIONS TO BE COMPRESSION TYPE. 5. WATER MAIN SHALL NOT BE PRESSURIZED UNTIL 1.510.910.41 6. ALL SERVICE WYES & EXTENSIONS ARE TO BE ALL CONCRETE BLOCKING HAS REACHED 1500 psi. 0.1 INSTALLED WITH THE MAIN LINE CONSTRUCTION. 0.1 NOTE: USE POLYETHYLENE WRAP OR 7. METERS AND VALVE BOXES SHALL BE PLACED CONCRETE BY THE CITY UPON PAYMENT OF FEE. OR BORED AS �� fBIC A B C E G VOLUME STEEL CASING & PLUG TO PREVENT CONCRETE 8, LOT CORNERS SHALL BE MARKED WITH A LATH 7-1 CARRIER PIPE SECTIONA A SIZE FROM STICKING TO PLUG. UNDER THE SUPERVISION F A RPLS UPON CROSSING TYPICAL RURAL THRUST BLOCK RESTRAINED JOINT 6" M. J. ELL PLACED ONT �c NOTE: WI THRUST BLOCK UNDISTURBED SOIL INSTALL ANCHOR COUPLING COMPACTION WITHIN LIMITS AND REDUCER AS REQUIRED OF END OF LINE BLOCKING STADARDDENSITYSSEMBLY BE 95% STANDARDDENSITYPER W3-00 ASTM D698 IN-LINE BLOW OFF ASSEMBLY W3-Ol NOTE: 1- � ---GALV. ELL BRONZE INSECT SCREEN 1. EMBED COPPER LINE IN TAMPED SAND FROM WIS.S. HOSE CLAMP ��REMOVE UNDISTURBED SOIL TO 6" ABOVE AND ON BOTH GALV. NIPPLE AND DISCARD SIDES OF COPPER PIPE. AIR RELEASENACUUM I AFTER USE MJ PLUG 2. PAYMENT FOR BID ITEM OF "AIR RELEASE VALVE" BREAKER VALVE 1 VALVE BOX AND SHAFT EXTENSION SHALL INCLUDE ALL MATERIALS, EL SHOWN IN VALMATIC MODEL 101 (1 ") 2" METER BOX WITH 1 1 EXIST. GRADE -,,,,,4•_p CAST IRON VALVE BOX COVER OR MODEL 102 (2") OR CAST IRON LID I I DETAIL, INCLUDING MAIN LINE TAPPING SADDLE. APPROVED EQUAL 1 1 �SCH. 40 GALV. PIPE 2' X 4'X 6" CONCRETE SLAB 3. PIPE SIZE SHALL BE 1"OR 2". I I AFTER BLOW -OFF 4. SIZE OF LINES AND VALVES MAY BE MODIFIED BY 1 I INSTALL MALE QUICK AMERICAN FLOW CONTROL THE ENGINEERCONNECTION & CAP TRENCH ADAPTER EXIST. GRADE -,,,,OR AN APPROVED HOT -BOX POLY ROXEQUAL MODEL PHRI (1") WITH 4" APPROVED HEAT OR MODEL PHR2 (2") BRASS BALL VALVE PIPE MATERIAL MJ TAPPED CAP WITH HEAT OR APPROVED EQUAL - IRON PIPE THREAD COMPRESSION FITTING BRASS THREAD PIPE AND BALL VALVE WATER 9 4" X 3' X 3' CONCRETE PAD (FOR 1" PIPE) COPPER EXPOSED TO MAIN 4" X 5' X 3' CONCRETE PAD (FOR 2" PIPE) CONCRETE SHALL BE BRASS ELL MJ TAPPED CAP SLEEVED WITH APPROVED COPPER PIPE SLEEVING CONCRETE BLOCKING TOBE IN 4" M. J. ELL PLACED ON CONCRETE BLOCKING TO TYPE "K" COPPER TUBING DETAIL W3-00 DANCE WITH MAIN WATER UNDISTURBED SOIL BE IN ACCORDANCE WITH DETAIL W3-00 TAPPING SADDLE WI BRASS NIPPLE 4" END OF LINE CORPORATION STOP. 2" BLOW -OFF RISER BLOW -OFF AIR RELEASE VALVE & VACUUM CHECK VALVE W3-02 W3-03 W3-04 THRUST BLOCK NOTES: TEE SCHEDULE (ft) (ft) (ft) O c.y.) NOTES: 1. ALL CALCULATIONS ARE BASED ON INTERNAL I THRUST C AVOLU. E in tons ftft c. 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICALSPECIFICATIONS. 1. NO SPLICES IN COPPER TUBING WILL BE ALLOWED PRESSURE OF 200 psi FOR 24" AND SMALLER INNER DIAMETER PIPE. 4,4:1.8 5.1 1.5 2.5 0.3 90° FOR SINGLE SERVICE OR BETWEEN THE SERVICE 2.5 10 12 11.3 1.5 3.5 0.6 1.2 SADDLE AND THE WYE FOR DOUBLE SERVICE. 2. ALL BEARING SURFACES OF THRUST BLOCKS 450 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR SHALL BE PLACED AGAINST UNDISTURBED 1.5 TO PRESSURE TEST LINE IMMEDIATELY AFTER THE EARTH OR ROCK. 0.2 STREET CROSSINGS HAVE BEEN INSTALLED. 3. CONCRETE FOR BLOCKING SHALL BE 2000 psi. 2.5 3. MARK EACH SERVICE END WITH METAL "T" POST 4. DIMENSIONS MAY BE VARIED AS REQUIRED BY 2.2 PAINTED BLUE. FIELD WHERE AND AS DIRECTED BY THE ENGINEER. THE VOLUME OF CONCRETE 6,8" 1.5 10,12" 2.012.5 4. MATERIAL USED SHALL BE AS SPECIFIED OR AN BLOCKING SHALL NOT BE LESS THAN SHOWN 0.9 1.2 APPROVED EQUAL. HERE. 11.25° 5. ALL CONNECTIONS TO BE COMPRESSION TYPE. 5. WATER MAIN SHALL NOT BE PRESSURIZED UNTIL 1.510.910.41 6. ALL SERVICE WYES & EXTENSIONS ARE TO BE ALL CONCRETE BLOCKING HAS REACHED 1500 psi. 0.1 INSTALLED WITH THE MAIN LINE CONSTRUCTION. 0.1 NOTE: USE POLYETHYLENE WRAP OR 7. METERS AND VALVE BOXES SHALL BE PLACED HORIZONTAL THRUST BLOCK SCHEDULE EQUAL BETWEEN CONCRETE BY THE CITY UPON PAYMENT OF FEE. OR BORED AS �� fBIC A B C E G VOLUME STEEL CASING & PLUG TO PREVENT CONCRETE 8, LOT CORNERS SHALL BE MARKED WITH A LATH 7-1 CARRIER PIPE BEND SIZE FROM STICKING TO PLUG. UNDER THE SUPERVISION F A RPLS UPON CROSSING TYPICAL RURAL I CLR. COMPLETION OF CONSTRUCTION. THRUST BLOCK DETAILS POUR CONCRETE AGAINST CONCRETE SHALL NOT UNDISTURBED EARTH EXTEND BEYOND JOINTS FC TRENCH 1'-0" UNDISTURBED EARTH TEE TMUSTBLOCK TYPICAL HORIZONTAL THRUST BLOCK **SEE TECHNICAL SECTION 33121 FOR MATERIAL REQUIREMENTS CONC. CURB & GUTTER 6 APPROVED SERVICE SADDLES / FOR DUCTILE AND PVC OR TAPPED TEE STRAIGHT BALL VALVE W/ PLUG z (2 FOR DOUBLE SERVICE) Z" BALL VALVE p t DOUBLE SERVICE -i Y) ---- 4'MIN -------- VIEW A A DOUBLE SERVICE 3 0 A 12" MIN. -24" MAX. STRAIGHT BALL VALVE2 WITH PLUG (2 FOR 'MIN. DOUBLE SERVICE) 1 4' MIN. A 1" TYPE "K" COPPER TUBING (2 FOR DOUBLE SERVICE) 1-1/2" X 1" BRASS WYE (1 FOR DOUBLE SERVICE) (ft) (ft) (ft) (ft) O c.y.) WATER LINE NOTE " 5 WATER 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICALSPECIFICATIONS. 2.7 -: 0.4 90° 10, .5 2.5 1.5 1.2 4.0 1.0 450 6,8" 2.0 2.0 1.5 0.9 1.5 0.2 10,12" 3.5 2.5 1.5 1.2 2.2 0.5 22.50 6,8" 1.5 10,12" 2.012.5 1.5 1.5 1.5 0.9 1.2 0.8 1.1 0.1 0.3 11.25° 6,8" 11.0 11.5 1.510.910.41 PER ASTM D698 WITHIN OPTIMUM TO +4% WET OF UM (SEE DETAIL W4-02 - NON-STRUCTURAL 0.1 110,12"11.511.5 1.511.210.61 0.1 THRUST BLOCK DETAILS POUR CONCRETE AGAINST CONCRETE SHALL NOT UNDISTURBED EARTH EXTEND BEYOND JOINTS FC TRENCH 1'-0" UNDISTURBED EARTH TEE TMUSTBLOCK TYPICAL HORIZONTAL THRUST BLOCK **SEE TECHNICAL SECTION 33121 FOR MATERIAL REQUIREMENTS CONC. CURB & GUTTER 6 APPROVED SERVICE SADDLES / FOR DUCTILE AND PVC OR TAPPED TEE STRAIGHT BALL VALVE W/ PLUG z (2 FOR DOUBLE SERVICE) Z" BALL VALVE p t DOUBLE SERVICE -i Y) ---- 4'MIN -------- VIEW A A DOUBLE SERVICE 3 0 A 12" MIN. -24" MAX. STRAIGHT BALL VALVE2 WITH PLUG (2 FOR 'MIN. DOUBLE SERVICE) 1 4' MIN. A 1" TYPE "K" COPPER TUBING (2 FOR DOUBLE SERVICE) 1-1/2" X 1" BRASS WYE (1 FOR DOUBLE SERVICE) LVA111 2' , w 6'8" TYP. MAX v I I, STEEL CASING ADJUSTABLE TOP RUNNERS TO MAINTAIN 1"MAX CLR. TT MAX STEEL CASING -8" WIDE BAND STAINLESS STEEL (TYPE 304) BETWEEN PIPE ANDT AION NDLEEVE �V POLYMER RUNNER (TYP) W2-03 O j; NOTE: CORP STOP 1" TYPE K COPPER TUBING (SINGLE SERVICE) K 18EE COPPER TUBING (DOUBLE SERVICE) 1. FOR MORE INFORMATION ON WATER AND SEWER LINE CROS STANDARD SPECIFICATION FOR WATER AND SEWER LINE CO WATER LINE NOTE 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. WATER 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICALSPECIFICATIONS. ,-PIPE NEW WATER SERVICE 3. DRY BORING IS REQUIRED. (SI-IORTAND LONG SIDE) X MAIN IT TIES INTO 4. PIPE CROSSING A ROADWAY SHALL BE INSTALLED ABOVE THE MAIN IT TIES INTO JST STRUCTURAL BACKFILL AREA INCLUDES WITH A BEND SUCH THAT THE CARRIER PIPE CAN BE PULLED ABOVE THE PARALLEL TEE OR TAPPING SLEEVE & VALVE MAIN. TEE OR TAPPING ALL PAVED AREAS (SIDEWALKS, STREETS, ALLEYS, DRIVEWAYS,AND PARKING AREAS AND SHALL AS REQUIRED SLEEVE & VALVE ENCASEMENT AS REQUIRED EXTEND V BEYOND THE CURB LINE. STRUCTURAL 2'-0" MIN. BACKFILL SHALL BE CEMENT STABILIZED (SEE WATER LINE OPEN CUT SHOULDER -PIPE DETAIL W4-02 - AREASTO BE PAVED) OR EXCAVATED LIMIT 2' 2' 2' JOINT SOIL COMPACTED TO 98% MAXIMUM DRY DENSITY AS NEAREST BELL MAX- JOINT P. " MAX MAX 6'8" TYP. MIN. PER ASTM D698 WITHIN OPTIMUM TO +4% WET OF UM (SEE DETAIL W4-02 - NON-STRUCTURAL EA. ENP)MAX rD%P-' AREAS) GATE VALVE 3'-0" MIN. SIDEWALK MAY BE OPEN CUT GATE VALVE 3'-0" BELOW DITCH F SOW LINE. OR BORED AS �� fBIC f STEEL CASING 4,14X6.,.8TTyp CARRIER PIPE AS REQUIRED CARRIER PIPE 5'MIN. TYPICAL URBAN CITY STREET CROSSING TYPICAL RURAL I CLR. W4-01 PIPE- SPACER 4-00 GPSCARRIER � 1 1 -PC. PULL -ON WATER MATERIAL EXCAVATED FROM THE DITCH((WHICH IS FREE OF BOTTOM OF SUB -GRADE TIGHT NEOPRENE END ROCKS LUMPS CLODS OR DEBRIS LARI;ER THAN TWO (2) INCHES IN THE LARGEST DIMENSION). TO A PAVEMENT AREAS SEAL W/ STN. STL. PSI" "APS" OR (Deta//s ST4.09, ST4-0> ST4-02). TH/SNOTEDOES ASTM 0698 (STANDARD)) AT A MOISTURE CONTENT WITHIN OPTIMUM TO +40/o OF OPTIMUM UNDER NON-STRUCTURAL 2' NOTAPPLY TO STREETS BE/NG RECONSTRUCTED. AREAS ie...YARDS PASTURES EASEMENTS AND TO A DENSITY DETERMINED 117 BIC O B C 2. EVERY NATERST P LO K BAND CLAMP ' < - SIDEWALK. NOTE: CASING SPACERS AT SPRINGLINE 6 DEPEND/NG ON EMBEDMENT. BLOCK SHALL BE FEET SAND /N LENGTH. NO BEDD/NG SAND /N TH/SAREA. 4 -RUNNER MIN. (THRU 24' DIA 5' i © GRANULAR MATERIAL © (MANUALLY CONSOLIDATE B ((MANUALLY CONSOLIDATE T OPTIMUM MOISTURE) / �AT OPTIMUM MOISTURE) CASING) OR 6 -RUNNER MIN. (24"-42" DIA. CASING) STAINLESS WIDE BA, PROVIDE 4 RUNNERS AT D 4. ALL BEDDING & INSTALLATION OF DUCTILE IRON PIPE STL. TYPE304; 8" BOTTOM 45 SHALL BE IN ACCORDANCE WITH ANSI/AWWA C150/A21.50 LABORATORY METHODS, MEET THE FOLLOWING REQUIREMENTS: W/ POLYMER RUNNERS; C. NTERED MIN MAXIMUM LIQUID LIMIT 45 UNDISTURBED SOIL SOIL PIPE J PIP OR NON -CENTERED; CLEAR BELL, -� O.D. 6. RELATIVE COMPACTION SHALL BE TESTED IN THE RESTRAINED FROM FLOTATION; 70. PLACE METAL DETECTOR PRESENCE OF THE CITY ENGINEER. THE MATERIAL SHALL BE FREE FLOWING AND WHEN WET SHALL IN INSULATED; "APS, INC., MOD SS18" NOT ADHERE TO FORM A BALL WHEN PRESSED THE HAWD. STRUCTURAL BACKFILL AREA OR"CASCADE" NON-STRUCTURAL BY THE CONTRACTOR. CASING DETAIL W2-02 W2-00 LVA111 2' , w 6'8" TYP. MAX v I I, STEEL CASING ADJUSTABLE TOP RUNNERS TO MAINTAIN 1"MAX CLR. TT MAX STEEL CASING -8" WIDE BAND STAINLESS STEEL (TYPE 304) BETWEEN PIPE ANDT AION NDLEEVE �V POLYMER RUNNER (TYP) W2-03 O j; NOTE: NOTE: 1. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING SEE CITY STANDARD SPECIFICATION FOR WATER AND SEWER LINE CONSTRUCTION GATE VALVE WNALVE BOX 1. FOR MORE INFORMATION ON WATER AND SEWER LINE CROS STANDARD SPECIFICATION FOR WATER AND SEWER LINE CO ING SEE CITY GATE VALVE STRUCTION WNALVE BOX 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICALSPECIFICATIONS. 3. DRY BORING PREFERRED, WET BORING ALLOWED ONLY WHEN APPROVED BY 3. DRY BORING IS REQUIRED. THE CITY ENGINEER. 4. PIPE CROSSING A ROADWAY SHALL BE INSTALLED ABOVE T MAIN IT TIES INTO 4. PIPE CROSSING A ROADWAY SHALL BE INSTALLED ABOVE THE MAIN IT TIES INTO WITH A BEND SUCH THAT THE CARRIER PIPE CAN BE FULLED!ABOVE THE PARALLEL WITH A BEND SUCH THAT THE CARRIER PIPE CAN BE PULLED ABOVE THE PARALLEL TEE OR TAPPING SLEEVE & VALVE MAIN. TEE OR TAPPING MAIN. AS REQUIRED SLEEVE & VALVE ENCASEMENT AS REQUIRED 2'-0" MIN. ENCASEMENT 2'-0" MIN. OPEN CUT WATER LINE OPEN CUT SHOULDER ARIES WATER LINE VARIES ----- LIMIT LIMIT 5% WIDTH OF PAVEMENT 5'-0" WIDTH OF PAVEMENT MIN. MIN. GATE VALVE 3'-0" MIN. SIDEWALK MAY BE OPEN CUT GATE VALVE 3'-0" BELOW DITCH F SOW LINE. OR BORED AS f STEEL CASING DIRECTED BY THE ENGINEER CARRIER PIPE AS REQUIRED CARRIER PIPE STEEL CASING TYPICAL URBAN CITY STREET CROSSING TYPICAL RURAL STREET CROSSING W4-01 4-00 SELECT MATERIAL ORIGINAL GROUND OR MATERIAL EXCAVATED FROM THE DITCH((WHICH IS FREE OF BOTTOM OF SUB -GRADE NOTES: ROCKS LUMPS CLODS OR DEBRIS LARI;ER THAN TWO (2) INCHES IN THE LARGEST DIMENSION). TO A 1. FOR BEDDING AND TRENCH/NG WITH/NALL EX/ST/NG PAVEDAREAS SEEDETA/LS FOR OPEN CUTSTREETS. MINIMUM OF 90% OF MAXIMUM DENS AS DETERMINED BY (Deta//s ST4.09, ST4-0> ST4-02). TH/SNOTEDOES ASTM 0698 (STANDARD)) AT A MOISTURE CONTENT WITHIN OPTIMUM TO +40/o OF OPTIMUM UNDER NON-STRUCTURAL 2' NOTAPPLY TO STREETS BE/NG RECONSTRUCTED. AREAS ie...YARDS PASTURES EASEMENTS AND TO A DENSITY DETERMINED A SELECT M ATERIAL'I - � •'��•• O O B C 2. EVERY NATERST P LO K MINIMUM OF 98% OF MAXIMUM AS ' < SEDOFCEMENDEA CCMPOSEDOFCEMENTSANDORNATIVEMATER/AL BY ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN 0 OPTIMUM TO +4/o OF OPTIMUM UNDER NEW STREET AREAS QA SELECT MATERIAL ' ' ©CEMENT STABILIZED 6 DEPEND/NG ON EMBEDMENT. BLOCK SHALL BE FEET SAND /N LENGTH. NO BEDD/NG SAND /N TH/SAREA. AND STREETS TO BE RECONSTRUCTED. 8"-12" MAX 8"-12" MAX• © GRANULAR MATERIAL © (MANUALLY CONSOLIDATE B ((MANUALLY CONSOLIDATE T OPTIMUM MOISTURE) / �AT OPTIMUM MOISTURE) 3. ALL BEDDING &INSTALLATION OF PVC PIPE SHALL FBE IN OR PVC pOPRE ANCE WITH ANSI/AWWA STANDARDS MATERIAL SHALL BE BANK RUN RIVER SAND WHICH IS FREE OF DETRIMENTAL QUANTITIES OF CLAY, DEBRIS, OR ORGANIC 4. ALL BEDDING & INSTALLATION OF DUCTILE IRON PIPE MATERIAL AND WHICH, WHEN TESTED BY STANDARD 4"4., :- ]..]� SHALL BE IN ACCORDANCE WITH ANSI/AWWA C150/A21.50 LABORATORY METHODS, MEET THE FOLLOWING REQUIREMENTS: I �-UNDISTURBED S. COMPACTION SHALL BE ATTAINED BY MECHANICAL MAXIMUM LIQUID LIMIT 45 UNDISTURBED SOIL SOIL PIPE J PIP TAMPING. MAXIMUM PLASTICITY INDEX 15 MAXIMUM PERCENT PASSING NO. 200 SIEVE 35 -� O.D. 6. RELATIVE COMPACTION SHALL BE TESTED IN THE MINIMUM PERCENT PASSING 3/4" SIEVE X00 70. PLACE METAL DETECTOR PRESENCE OF THE CITY ENGINEER. THE MATERIAL SHALL BE FREE FLOWING AND WHEN WET SHALL IN 6" MIN./12" MAX. TAPE AT A MINIMUM OF 24" MIN./12" MAX. 7. DUST RESULTING FROM THE CONTRACTOR'S PERFORMANCE OF THE WORK, EITHER INSIDE OR NOT ADHERE TO FORM A BALL WHEN PRESSED THE HAWD. ABOVE TOP OF PIPE AREAS TO BEPAVED OUTSIDE THE RIGHT-OF-WAY, SHALL BE CONTROLLED NON-STRUCTURAL BY THE CONTRACTOR. © CEMENT STABILIZED SAND OR STREETS TO BE AREAS 8. ALL TRENCHES SHALL BE BACK FILLED AND TEMPORARY RECONSTRUCTED PAVING OR PLATING PLACED AT THE END OF EACH WORKING DAY. BEDDING AND TRENCH FOR DI PIPE & PVC PIPE W4-02 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. ESTABLISHMENT OF VEGETATION MAY BE A WARRANTY ITEM. CITY OF BRYAN The Good Lille, Texas St3�le." DRAWN BY: C1L.M. DATE: 08-;p1-12 SCALE: NT S APPROVED: ;VII, P. K. FIGURE: SHEET �l OF 2 NOTES: FORD PART NO. 0 Q Service saddle, SS straps, CC threads C38-23-3 Meter box valve: ® Swivel nut- C38-77 - 2" Installed per manufacturer's Smith Blair 317 5 = Ford Angle Stop - BA13-342W -1" O recommendations. All main types: ®Brass nipple I.P.S. - 2" x 3" 5A = Ford Straight Stop - B11 -444W -1" Service tubing: Type K copper - cu - soft- 2" Smith Blair 317 © Brass bushing IPS -1" x 3!4" 2Q Corporation Stop: Ford FB 1000-4-Q-1" O7 Meter nipple - C38-23-2-5 - 314" Q3 Service tubing: Type K copper -soft -1" ® Meter box and lid: Old Castle meter box, ® Ford male adapter - C84 -44-Q -1" Meter box valve: 5 = Ford Angle Stop - BA13-342W -1" 5A = Ford Straight Stop - B11 -444W -1" CI lid with Reader #36 rVALVE MER ig TOMER E CITY OF BRYAN STRAIGHT OR ANGLE TAP W6-00 NOTES: FORD PART NO. 0 Service saddle, SS straps, CC threads 07 Brass coupling I.P.S. - 2" C38-23-3 Installed per manufacturer's recommendations. All main types: ® Swivel nut- C38-77 - 2" Service saddle, SS straps, CC threads Smith Blair 317 Og Meter adapter- BBIM 77 - 2" O Corporation Stop:: Ford FB 1000-7- Q (cc thread) - 2" ®Brass nipple I.P.S. - 2" x 3" 0 Service tubing: Type K copper - cu - soft- 2" © Meter boxlid andwitlid: Old Castle meter 65 ® Ford male adapter - C84 -77-Q- 2" ® Meter box and lid: Old Castle 12" 0 Meter box valve: round valve box #3RT 07 5 = Ford Angle Stop - BA -11-777W - 2" 5A = Ford Straight Stop - B11 -777W - 2" Ford male adapter - C84-44-1" (1 Brass ninnle I_P.S. - 2" x 6" Meter nipple - C38-44-2-625 -1" NOTES: FORD PART NO. 3/4" x 2.5" Long C38-23-2-5 NOTES: C38-23-3 3/4" x 12" Long 1O Service saddle, SS straps, CC threads Q5 Meter box valve: C38-44-8-5 Q Service saddle, SS straps, CC threads 6 Q Swivel nut- C38-66-2-875-1-1/2" 2" Meter Nipple Installed per manufacturer's recommedations. All main types: 2" Meter Bushing 5 = Ford Angle Stop- BA -13 -444W -Q -1" 5A = Ford StraightStop- 611-444W -1" 11'-0" 6'-0" 4'-9" 12,000 Service tubing: Type K copper - soft -1" Installed per manufacturer's recommedations. All main types: 07 Brass all thread I.P.S. -1-112" Ford male adapter - C84-44-1" Smith Blair 317 © Meter nipple - C38-44-2-625 -1" Meter box valve: 5 = Ford Angle Stop - BA13-342W -1" 5A = Ford Straight Stop - B11 -444W -1" CUSTOMER VALVE Smith Blair 317 ®Meter adapter -BBIM 66 -1-112" Q2 Corporation Stop: Ford FB 1000-4-Q -1" ® Meter box and lid: Old Castle meter box, ACCESS AND VAULT 2Q Corporation Stop: Ford FB 1000-6-Q -1-1/2" ®Meter box and lid: Old Castle meter O3 Service tubing: Type K copper - soft -1" C1 lid with Reader #36 APPROVED MATERIALS - DUCTILE IRON PIPE WITH MECHANICAL JOINT. SETSCREW Q3 Service tubing: Type K copper- soft -1-1/2" LA RETAINER GNDSBE box, CI lid with Reader #65 ® Ford male adapter -C84 -44-Q-1" IRON (TYP) ANY DEVIATIONS FROM THE ABOVE SPECIAL ® Ford male adapter -C84 -66-Q-1-112" (,UCTILE CONDITIONS OR APPROVED METERS, VAULTS OR MATERIALS MUST BE SUBMITTED TO THE O O DIVISION MANAGER, WATER SERVICES, 72 HOURS O5 Meter box valve: PRIOR TO ANTICIPATED DEVIATION. GALVANIZED STEEL 5 = Ford Angie Stop - BA -11-666W -1-112" FA = F-1 R r inh# R+n - R41.RRRW .4.1/7" CUSTOMER VALVE 9CUSTOMER VALVE CUSTOMER VALVE E CUSTOMER cVALVE CITY OF BRYAN CITY OF BRYAN TRAIGHT OR ANGLE TAP - 1 STRAIGHT OR ANGLE TAP - 1-1/211 W6-01 I W6-02 NOTES: 1. ALL CONNECTIONS TO BE COMPRESSION TYPE. 2. MATERIAL USED SHALL BE AS SPECIFIED OR AN APPROVED EQUAL. 3. ALL SERVICE WYES & EXTENSIONS ARE TO BE INSTALLED WITH THE MAIN LINE CONSTRUCTION. 4. EXISTING METER BOXES ARE TO BE REMOVED. THE NEW METER BOXES SHALL BE OLD CASTLE. METER NUT SIZEI-- FORD PART NO. 3/4" x 2.5" Long C38-23-2-5 314" x 3" Long C38-23-3 3/4" x 12" Long C38-23-12 1" x 2.625" Long C38-44-2-625 1" x 8.5" Long C38-44-8-5 1-112" Meter Nipple C38-66-2-875 1-1/2" Meter Bushing BBIM-66 2" Meter Nipple C38-77 2" Meter Bushing BBIM-77 METER SWIVEL NUT OR NI ANGLE 1-1/2" BALL VALVE (FIOR DOUBLE SERVICE O METER . :• MODEL 0,I�LuWATER � L1 W1 H1 DMC-CS3 3" W-8" 5'-0" 4'-6" 12,000 installed per manufacturer's recommendations. All main types: Cambridge 800 Series or 6. THERE SHALL BE NO PIPING UNDER THE FLOOR OF TH VAULT. DMC-CS4 �'•�• METER Q 02 Corporation Stop: Ford FS 1000-4-1" DMC-CS6 6" 11'-0" 6'-0" 4'-9" 12,000 Service tubing: Type K copper - soft -1" box, Cl lid with Reader #36 VIEW A A _ = ' DOUBLE SERVICE o o ANGLE STOP-\ A 1-112" BALL VALVE — ( ONLY) DOUBLE SERVICE CITY OF BRYAN CITY OF BRYAN STRAIGHT OR ANGLE TAP -.21t WATER SERVICE RECONNECTION W6-03 WATER METER METER BOX I METER SWIVEL NUT OR NIPPLE 1" NUMEX SDR -9 200 PSI PIPE OR COPPER PIPE (2 FOR DOUBLE SERVICE) -1-112" X 1" BRASS WYE (1 FOR DOUBLE SERV.) SPECIAL CONDITIONS 1. METER REGISTER SHALL BE NO DEEPER THAN 12 INCHES BELOW FINISHED GRADE. 2. FLOOR OF VAULT WILL BE A MINIMUM OF 61NCHES FROM BOTTOM OF ANY PIPING APPARATUS OR METER WITHIN THE VAULT. 3. REINFORCED CONCRETE VAULT BASE (FLOOR)) SHALL BE CONSTRUCTED USING A STANDARD FIVE SACK CONCRETE MIX ANDREINFORCIT G COMPRISED OF #3 REBAR ON 12INCH CENTERS WITH A MINIM UM BASE TCKNESS OF 6 INCHES. A ee•r enoew DcrAIuED r`" Alone QUA! 1 DC IniRTAI I Fn FAP.41 FITTINrZZ nN NOTES: MECHANICAL JOINT PIPE. 5. VALVES SHALL MEET THE CITY SPECIFICATIONS FOR �LVES. MODEL SIZE L1 W1 H1 DMC-CS3 3" W-8" 5'-0" 4'-6" 12,000 installed per manufacturer's recommendations. All main types: Cambridge 800 Series or 6. THERE SHALL BE NO PIPING UNDER THE FLOOR OF TH VAULT. DMC-CS4 4" W-8" 5'-0" 4'-6" 12,000 Q 02 Corporation Stop: Ford FS 1000-4-1" DMC-CS6 6" 11'-0" 6'-0" 4'-9" 12,000 NOTES: :: , ,.. ,,..:, .,.• ,..: ::. r -ti., r NRS GATE VALVE IW7-00 1D Service saddle, SS straps, CC threads © Brass bushing IPS. I"x 3/4" Service saddle, SS straps, CC threads ® Swivel nut - C38-77 - 2" installed per manufacturer's recommendations. All main types: Cambridge 800 Series or 7 Meter nipple - C38-23-2-5 - 3/4" pp 8 09 Meter adapter- BBIM 77 - 2" 1-1/2" Meter Nipple Ford S70IS90 Bail valve Q 02 Corporation Stop: Ford FS 1000-4-1" 09 Meter box and lid: Old Castle meter Service tubing: Type K copper - cu - soft - 2" box, Cl lid with Reader #65 Service tubing: Type K copper - soft -1" box, Cl lid with Reader #36 ® Meter box and lid: Old Castle 12" 4�3 Ford male adapter - C84-44-1" round valve box #3RT 0 0 Meter box valve: 5 = Ford Angle Stop - BA13-342W -1" 5A = Ford Straight Stop - B11 -444W -1" CUSTOMER VALVE CUSTOMER VALVE 8 9 1 CITY OF COLLEGE STATION STRAIGHT OR ANGLE TAP - 3/411 CUSTOMER -VALVE :: , ,.. ,,..:, .,.• ,..: ::. r -ti., r NRS GATE VALVE IW7-00 NOTES: 4 (TYP-2) 314" x 12" Long Service saddle, SS straps, CC threads ® Swivel nut - C38-77 - 2" C3844-2-625 Installed per manufacturer's recommendations. All main types: Cambridge 800 Series or 09 Meter adapter- BBIM 77 - 2" 1-1/2" Meter Nipple Ford S70IS90 ® Brass nipple I.P.S. - 2" x 3" Q Corporation Stop: Ford FB 1000-7 (cc thread) - 2" © Meter box and lid: Old Castle meter 0 Service tubing: Type K copper - cu - soft - 2" box, Cl lid with Reader #65 ® Ford male adapter - C84-77- 2" ® Meter box and lid: Old Castle 12" round valve box #3RT 0 Meter box valve: 5 = Ford Angle Stop - FV -43-777W - 2" 5A = Ford Straight Stop - 611-777W - 2" ® Ball valve © Brass nipple I.P.S. - 2" x 6" PRE -CAST CONCRETE Q Brass coupling I.P.S. - 2" VAULT W/ ADEQUATE CUSTOMER -VALVE GRAVEL BED_% MOW x-12" SQ SUMP VI(/ CAST IRON GRATE AND OPTIONAL DRAIN ELEVATION VIEW CITY QF COLLEGE STATION METVR VAULT ASSEMBLY i W5-00 NOTES: NOTES: 10 Service saddle, SS straps, CC threads 6 Meter nipple - C38-44-2-625 -1" O Service sa die, SS straps, CC threads 6 Swivel nut- C38-66-2-875 -1-112" Installed per manufacturer's Installed per manufacturer's 7 Brass all thread I.P.S. -1-112" 8 Ball valve recommen ations. All main es: recommendations. All main types: types: Cambridge 800 Series or Ford S70IS9090 Meter box and lid: Old Castle meter box, Cambridgc 800 Series or Ford S70/S90 8 Meter adapter - BBIM 66 -1-112" Corporation Stop: Ford FB 1000-4-1" C1 lid with Reader #36 2 Corporatio Stop: Ford FB 1000-6-1-1/2" U9 Meter box and lid: Old Castle meter 3 Qservice tubing: Type K copper - soft -1" Service tubing: Type K copper - soft -1-1/2" box, CI lid with Reader #65 4 Ford male adapter -C84 44 1" 4 Ford male dapter-C84-66-1-112" Ball valve 85 Meter box valve: 05 Meter box valve: 5 = Ford Angle Stop - BA -43-444W -1" CUSTOMER 5 = Ford Arrgle Stop - FV 43-666W -1-1/2" CUSTOMER 5A =Ford Straight Stop - B11 -444W -1" VALVE 5A = Ford Straight Stop - B11 -666W -1-112" VALVE -.ter-, 9 g 8 3 8 4 6 3 J 5 6 CUSTOMER CUSTOMER VALVE VALVE 1 2 3 8 9 1 3 10 8 9 CITY OF COLLEGE STATION STRAIGHT OR ANGLE TAP - 1" CUSTOMER VALVE _iz CITY OF COLLEGE STATION STRAIGHT OR ANGLE TAP - 211 W7-01 NOTES: 1. ALL CONNECTIONS TO BE COMPRESSION TYPE. 2. MATERIAL USED SHALL BE AS SPECIFIED OR AN APPROVED EQUAL. 3. ALL SERVICE WYES & EXTENSIONS ARE TO BE INSTALLED WITH THE MAIN LINE CONSTRUCTION. 4. EXISTING METER BOXES ARE TO BE REMOVED. THE NEW METER BOXES SHALL BE OLD CASTLE, METER NUT SIZE :: , ,.. ,,..:, .,.• ,..: ::. r -ti., r NRS GATE VALVE C38-23-2-5 COUPLING ADAPTER y 4 (TYP-2) 314" x 12" Long w/FLG. SPOOL 1" x 2.625" Long C3844-2-625 NRS FLG GATE-., MFG: PARK EQUIP. CO. 1-1/2" Meter Nipple VALVE (TYP-2) MODEL: DMC -CS BBIM-66 ! 18.. 2" Meter Bushing BBIM-77 APPROVED 3" OR LARGER COMPOUND _ 1, ® METERS VAULTS & MATERIALS -ROD (TYP) APPROVED METERS - SENSUS SRH (U. S. GALLONS) ME: 6. APPROVED VAULTS - PARK OMC -BR SENSUS C2 OMNI---'FLG TEE PRE -CAST CONCRETE TOUCH READ 1000 (TYP-2) VAULT W/ ADEQUATE GALLON wISTRAINER ACCESS AND VAULT PIAN VIEW DIMENSIONS FOR METER SELECTED CONCRETE LID WI 36"x60" APPROVED MATERIALS - DUCTILE IRON PIPE WITH MECHANICAL JOINT. SETSCREW SINGLE LEAF GALVANIZED LA RETAINER GNDSBE STEEL HATCHWAY (H-20 RATED) BASED ON ALL FIITTINGS. IRON (TYP) ANY DEVIATIONS FROM THE ABOVE SPECIAL (,UCTILE CONDITIONS OR APPROVED METERS, VAULTS OR MATERIALS MUST BE SUBMITTED TO THE O O DIVISION MANAGER, WATER SERVICES, 72 HOURS PRIOR TO ANTICIPATED DEVIATION. GALVANIZED STEEL GRAVEL BED_% MOW x-12" SQ SUMP VI(/ CAST IRON GRATE AND OPTIONAL DRAIN ELEVATION VIEW CITY QF COLLEGE STATION METVR VAULT ASSEMBLY i W5-00 NOTES: NOTES: 10 Service saddle, SS straps, CC threads 6 Meter nipple - C38-44-2-625 -1" O Service sa die, SS straps, CC threads 6 Swivel nut- C38-66-2-875 -1-112" Installed per manufacturer's Installed per manufacturer's 7 Brass all thread I.P.S. -1-112" 8 Ball valve recommen ations. All main es: recommendations. All main types: types: Cambridge 800 Series or Ford S70IS9090 Meter box and lid: Old Castle meter box, Cambridgc 800 Series or Ford S70/S90 8 Meter adapter - BBIM 66 -1-112" Corporation Stop: Ford FB 1000-4-1" C1 lid with Reader #36 2 Corporatio Stop: Ford FB 1000-6-1-1/2" U9 Meter box and lid: Old Castle meter 3 Qservice tubing: Type K copper - soft -1" Service tubing: Type K copper - soft -1-1/2" box, CI lid with Reader #65 4 Ford male adapter -C84 44 1" 4 Ford male dapter-C84-66-1-112" Ball valve 85 Meter box valve: 05 Meter box valve: 5 = Ford Angle Stop - BA -43-444W -1" CUSTOMER 5 = Ford Arrgle Stop - FV 43-666W -1-1/2" CUSTOMER 5A =Ford Straight Stop - B11 -444W -1" VALVE 5A = Ford Straight Stop - B11 -666W -1-112" VALVE -.ter-, 9 g 8 3 8 4 6 3 J 5 6 CUSTOMER CUSTOMER VALVE VALVE 1 2 3 8 9 1 3 10 8 9 CITY OF COLLEGE STATION STRAIGHT OR ANGLE TAP - 1" CUSTOMER VALVE _iz CITY OF COLLEGE STATION STRAIGHT OR ANGLE TAP - 211 W7-01 NOTES: 1. ALL CONNECTIONS TO BE COMPRESSION TYPE. 2. MATERIAL USED SHALL BE AS SPECIFIED OR AN APPROVED EQUAL. 3. ALL SERVICE WYES & EXTENSIONS ARE TO BE INSTALLED WITH THE MAIN LINE CONSTRUCTION. 4. EXISTING METER BOXES ARE TO BE REMOVED. THE NEW METER BOXES SHALL BE OLD CASTLE, METER NUT SIZE FORD PART NO. 3/4" x 2.5" Long C38-23-2-5 314" x 3" Long C38-23-3 314" x 12" Long C38-23-12 1" x 2.625" Long C3844-2-625 1" x 8.5" Long C38-44-8-5 1-1/2" Meter Nipple C38-66-2-875 1-1/2" Meter Bushing BBIM-66 2" Meter Nipple C38-77 2" Meter Bushing BBIM-77 CITY OF COLLEGE STATION WATER METER METrMTYPE"K" R WIVEL 1 IPPLE 7A R PIPE 1-1l2"BALLVALVEERVICE) (FOR DOUBLE SERVICE ONLY) 1-1/2" X 1" BRASS WYE (1 FOR DOUBLE SERV.) CITY OF COLLEGE STATION WATER SERVICE RECONNECTION �1yl STRAIGHT OR ANGLE TAP - 1-1 /2" W7-02 METER SWIVEL NUT OR NIPPLE METER ANGLE STOP BOX w 1-1/2" BALL VALVE o O ((FOR OUBLE � SERVII E ONLY) WATER 0 METER ---- 4'MIN.------- VIEW A A � t DOUBLE SERVICE o � ANGLE STOP W7-04 U1 z 0 Ln w �ift Ll� CITY OF BRYAN The Good Life, iTexas Style." DRAWN BY: C 1I.M. DATE: 08-01-12 SCALE: N T S APPROVED: , . P. K. FIGURE: W P= SHEET 2 OF 2 NOTES: 1. A MAX. OF 4 AND A MIN. OF 2 THROAT RINGS SHALL BE USED AT EACH MANHOLE IN NEW OR EXISTING RIGHT-OF-WAY. 2. USE ADEKA SEALANT OR APPROVED EQUAL BETWEEN RING/COVER, ADJUSTMENT RINGS AND CHIMNEY OR CORBEL/CONE SECTION. 3. MANHOLE BASE THICKNESS AND FOUNDATION FROM FLOWLINE TO RIM AS FOLLOWS: MANHOLE DEPTH (FT.) BASE THICKNESS 0-12------------8„ 12 AND OVER--------- 12" 4. MANHOLE LOCATION AND COMPACTION AS FOLLOWS: LOCATION COMPACTION REQUIREMENT PAVEMENT- - - - - - - - 98 % STANDARD PROCTOR - ASTM D 698 LANDSCAPE AREA- - - - 90 % STANDARD PROCTOR -}OSTM D 698 5. NO RINGS ARE REQUIRED OUTSIDE OF STREET RIGHT-OF-WAY 6. IN FLOODPLAINS OR AREAS OF CONCENTRATED FLOW, THE CONE SHALL EXTEND 1 FOOT ABOVE THE BASE FLOOD ELEVATION OR A BOLT DOWN WATER -TIGHT RING AND COVER SHALL BE USED, VENTED WHERE REQUIRED. 7. WARNING SIGN ONLY TO BE PLACED WHERE SEWER CROSSES OPEN FIELDS. STD. DUCTILE IRON MANHOLE C AND FRAME (30" DIA. OPENING) OR EQUAL MANN LMAIN SIZE FT n. 5 FT Z181n. <301n. 6 FT >_36in. 12" MAX.--- --SEE NOTE 1 2'-13".` CLASS "A" CONC. 3000 PSI IN 28 DAYS VARIES VARIES (SEE TABLE) _ PLUG VARIES 9„ 6" MIN:. iT1- BACK FILL AROUND MH SHALL MAX PER NOTE 4 E AS m - 11271� / qW, . MIN: 2'-0" INVERT -0" UP TO 24" SHALL BE WATERSTOP-PIPECONX #4 BARS, 8" O.C.E.W. MANHOLE ADAPTER SEAL, OR APPROVED EQUAL. (2 REQ'D) NOTE: DEPTHS GREATER THAN 12' WILL REQUIRE 2 MATS OF REINFORCING STEEL IN THE BASE. CASTINPLACEAL NHOLE SEE NOTE 7 ARNINO SEWER SIGN MANHOLE MANHOLE SIGN N (SEE DETAIL S5-02) 6'-0" STD. DUCTILE IRON MANHOLE X MIN. COVER AND FRAME (30" DIA. OPENING) OR EQUAL 12" MAX. SEE NOTE 1 ° 2'-0" PRECAST REINFORCED- ° 2'-6" CONC. MANHOLE SECT. ASTM DES. C-478 8' GREEN, HEAVY DUTY, BACK FILL AROUND MH •o WING CHANNEL POST SHALL BE AS PER NOTE 4 VARIES 5" MIN.(SEE TABLE) RUBBER -GASKET JOINTS W/ MORTAR SEALANT 9„ INSIDE AT ALL JOINTS PLUG ° MAX m • ` 6" MIN. 112'I� ,METER OF PIPE IND LARGER ° °r DEPTH INVERTS. BASE `#4 BARS BENT (_ 90- AND TIED TO WALL AND BASE. WAOLE ADAPTER SEAL, /#4ARS, 8" O.C.E.W. MANHOLE ADAPTER SEAL, OR APPROVED EQUAL. (2 REQ'D) NOTE: DEPTHS GREATER THAN 12' WILL REQUIRE 2 MATS OF REINFORCING STEEL IN THE BASE. PR�CASTIM4NHO Ur STANDARD MANHOLE S1-00 ORIGINAL GROUND OR - BOTTOM OF SUBGRADE NOTES: QA SELECT NATIVE MATERIAL 1. FORBEDD/NGAND TRENCHINGW/TH/NALL EX/ST/NGPAVEDAREAS, MATERIAL EXCAVATED FROM THE DITCH, (WHICH IS FREE OF 2� QA SELECT MATERIAL SEEDETA/LS FOR OPENCUTSTREETS. (Details ST4-00, ST4-01 ST4-02). ROCKS, LUMPS, CLODS, OR DEBRIS LARGER THAN TWO (2) At,�- TH/SNOTEDOESNOTAPPLYTO STREETS BE/NG RECONSTRUCTED. INCHES IN THE LARGEST DIMENSION), COMPACTED TO A A SELECT MATERIAL MINIMUM OF 90% OF MAXIM DE Q C CEMENT STABILIZED UM DENSITY AS DETERMINED BY O 2. 8"-12"MAX. All BEDDING &INSTALLATION OF PVC PIPE SHALL BE IN ACCORDANCE SAND ASTM D698 (STANDARD) AT E E A MOISTURE CONT NT WITHIN TO ANSI/AWW STANDARDS 8"-12"MAX. AFOR PVC PIPE. OPTIMUM TO +4% B MANUALLY Yb OF OPTIMUM UNDER NON -STRUCTURAL - CONSOLIDATE B Y 3. ALL BEDDING &INSTALLATION OF DUCTILE IRON PIPE SHALL BE IN AREAS ie...YAROS PASTURES, / E ( ES, EASEMENTS) AND TO A / . _-; AT OPTIMUM pp ss ACCORDANCE TOANSI/AWWA C1 501A21.50. o /T�TMUI� MINIMUM OF 98% OF MOISTURE MAXIMUM DENSITY AS DETERMINED ) MOISTURE O .. 4. COMPACTION SHALL BE ATTAINED BY MECHANICAL TAMPING. BY ASTM D698 (STANDARD)) AT A MOISTURE CONTENT WITHIN 6" BELOW � , ' :•-; OPTIMUM TO +4% OF OPTIMUM UNDER NEW STREET AREAS PIPE BELL 6" BELOW 5. ALL TRENCHES SHALL BE BACK FILLED AND TEMPORARY PAVING OR AND STREETS TO BE RECONSTRUCTED. O.D. PIPE BELL PLANKING PLACED AT THE END OF EACH WORKING DAY.PIPE UNDISTURBED SOIL O.D. UNDISTURBED SOIL © GRANULAR MATERIAL O.D. PIPE MATERIAL SHALL BE BANK RUN RIVER SAND WHICH IS FREE 70./D- OF DETRIMENTAL QUANTITIES OF CLAY, DEBRIS, OR ORGANIC 6" MIN./12"MAX.PLACE METAL DETECTOR MIN.112" MAX. MATERIAL AND WHICH, WHEN TESTED BY STANDARD IMUM OF 24" TAPE AT A MIN LABORATORY METHODS, MEET THE FOLLOWING REQUIREMENTS: ABOVE TOP IN PIPE MAXIMUM LIQUID LIMIT 45 MAXIMUM PLASTICITY INDEX 15 MAXIMUM PERCENT PASSING NO. 200 SIEVE 35 NON -STRUCTURALS TO BEPAVED 00 AREAS TIHEIMATERIAL SHALL BE FREE PERCENT PASSING FLOWING AND WHEN 4" SIEVE 11hrT, SHALL OR STREETS TO BE NOT ADHERE TO FORM A BALL WHEN PRESSED IN THEII I G'ONSTRUCTM © CEMENT STABILIZED SAND BEDDING AND TRENCH FOR DI PIPE & PVC PIPE S1-01 NOTES: 1. FLOW SHALL BE MAINTAINED DURING CONSTRUCTION. 2. THIS DETAIL TO BE USED WHEN A 6" OR LARGER LATERAL NECESSITATES CONSTRUCTION OF A NEW MANHOLE. 3. FOR ADDITIONAL STANDARDS NOT SHOWN, SEE "STANDARD MANHOLE" DETAIL S1-02. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPORT OFS EXI TING SEWER DURING INSTALLATION OF MANHOLE. 5. DOGHOUSE OPENING MAY ONLY BE USED WHEN PLACING A NEW MANHOLE OVER AN EXISTING LINE; OTHERWISE, THE OPENING MUST BE CAST. SIZE, LOCATION, AND ANGLE OF ENTRY SHALL BE AS REQUIRED BY THE PLANS. 6. EXCAVATE TRENCH TO MIN. 13" BELOW BOTTOM OF EXISTING PIPE, COMPACT SUBGRADE. PLACE AND COMPACT 6" OF GRANULAR BEDDING. MONOLITHIC POUR OF MIN. 7" DEPTH, 6 SACK TOPPING MIX TO BE PLACED INSIDE, UNDER, AND OUTSIDE MANHOLE BARREL FROM SURFACE OF BEDDING, AROUND CONCRETE BLOCK RISERS, TO A POINT APPROXIMATELY AT THE SPRING LINE OF THE EXIST. PIPE. 7. DURING THE SAME POUR, THE FINISH MANHOLE SHELF SHALL BE FORMED AND FINISHED AROUND THE BARREL AND EXISTING PIPE AS SHOWN. 8. AFTER CONCRETE SHELF HAS CURED, THE EXISTING PIPE SHALL BE SAW -CUT ON BOTH SIDES TO THE FINISHED SHELF GRADE AND REMOVED. THE EXISTING PIPE SHALL FORM THE TROUGH OF THE MANHOLE AS SHOWN. FILE CUT PIPE TO GIVE SMOOTH EDGES. MANHOLE SECTION - MIN. 24" BETWEEN CUT-OUT AND MANHOLE CONE. FORM SHELF SLOPE AT - 1 "/FT. NEAT AND SMOOTH. BASE . PROVIDE A WATERTIGHT SEAL. RAM -NECK GASKET OR APPROVED EQUAL AROUND THE PIPE AT MANHOLE WALL. FILL-IN BETWEEN DOG HOUSE CUT-OUT AND PIPE WITH NON -SHRINK GROUT AND CONCRETE BRICK AS NEEDED MAINTAINING INSIDE MANHOLE WALL SHAPE. MINIMUM 3 - 2-1/2"X6"X16" CONCRETE BLOCKS. (TYPICAL) �- 6" OF GRANULAR BEDDING CITY OF COLLEGE STATION GRAVITY SEWER DOGHOUSE MANHOLE PIPE O.D. PLUS 4" PERIPHERAL O "STARTER" HOLES (SEE NOTE 1.) /7�\ OPENING CREATION DETAIL i NOTES: 1. 1" DIA. "STARTER" HOLES SHALL BE DRILLED THROUGH WALL OF EXISTING MANHOLE SPACED 3" APART CENTER TO CENTER. AFTER "STARTER" HOLES HAVE BEEN INSTALLED AND APPROVED BY A CITY INSPECTOR, THE CONTRACTOR SHALL BEGIN REMOVING THE CONCRETE INSIDE THE PERIPHERAL "STARTER" HOLES. CONCRETE SHALL BE REMOVED WITH PNEUMATIC HAND TOOLS. 2. THE NUMBER OF REBAR DOWELS SHALL VARY WITH SIZE OF OPENING. REBAR SHALL NOT BE SPACED MORE THAN 12" CC. 3. WATERSTOP SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURERS REQUIREMENTS. 4. CONCRETE SHALL BE 3,000 P.S.I. REMOVE INVERT AS REQUIRED AND NEW INVERT FOR NEW LINE. NEW INVERT SHALL HAVE SMOOTH TRANSITION INTO EXITING INVERT. REWORK EXISTING INVERT AS REQUIRED. 1'-0" DIAMETER SYNKO-FLEX PREFORMED SUBGRADE. ADDITION OF CEMENT STABILIZED VARIES PLASTIC ADHESIVE SAND OR GRAVEL MAY BE REQUIRED TO NOTE: WATERSTOP, OR APPROVED #3 REBAR (14" LONG) EMBEDDED AN 2" CLR, EQUAL. (SEE NOTE 3.) EPDXYED INTO MANHOLE SUBGRADE. ADDITION OF CEMENT'TABILIZE WATERSTOP - PIPECONX MANHOLE ADAPTER WALL 3". (SEE NOTE 2.) PIPE O.D. SEAL, OR APPROVED PLUS 18" EQUAL. (2 REQ'D) CONNECTION DETAIL SECTION VIEW 6.1 NEW INVERT MANHOLE CONNECTION DETAIL B 53-00 S3-Ol NOTE: MANHOLE BASE SHALL BE PLACED ON FIRM DIAMETER 8 SUBGRADE. ADDITION OF CEMENT STABILIZED VARIES 26" SAND OR GRAVEL MAY BE REQUIRED TO NOTE: 16 STABILIZE FOUNDATION. ;. 2" CLR, F SEWER NON -SHRINK SUBGRADE. ADDITION OF CEMENT'TABILIZE (TYP,) i � •,�,.,••.,• ' GROUT PIPE A7pjNC '•:'..,._.•,,.�,: STABILIZE FOUNDATION. NEW INVERT ' .. MAIN PIPE O.D. :-' ;-; ;, , SEWER WWII\TO PLUS 18" ;' .• PIPE WATERSTOP-PIPECONX MANHOLE ADAPTER SEAL, OR APPROVED EQUAL. F-5"MIN. ':; (2 REQ'D) F E 1 CONNECTION DETAIL SECTION VIEW 6.2 VARIES 3" 53-00 S3-Ol NOTE: MANHOLE BASE SHALL BE PLACED ON FIRM 16" 8 SUBGRADE. ADDITION OF CEMENT STABILIZED 12 26" SAND OR GRAVEL MAY BE REQUIRED TO NOTE: 16 STABILIZE FOUNDATION. ;. MANHOLE BASES ALL BE PLACED ON FIRM H F SEWER :..... -. SUBGRADE. ADDITION OF CEMENT'TABILIZE Np DROP INFLUENT OR PIPE i � •,�,.,••.,• ' SAND OR GRAVEL -MAY BE REED TO REQUI PIPE A7pjNC '•:'..,._.•,,.�,: STABILIZE FOUNDATION. :;. • IN EXISTING MANHOLE, PLACE PVC .. MAIN ELBOW ON BENCH, GROUT NEW BENCH :-' ;-; ;, , SEWER WWII\TO SPRINGLINE AND TROWEL SMOOTH. ;' .• PIPE FORM SMOOTH CHANNEL TO INVERT. _ F-5"MIN. ':; ALL NEW CONNECTION AT EXISTING F E CEMENT STABILIZED 12" 12„ SAND AS SHOWN SECTIONA A MANHOLES SHALL BE BY CORING ONLY VARIES 3" CEMENT STABILIZED SAND AS SHOWN A' T °<`• - i�' ~rte PLAN I 3" RVA c f..j`�.� IEsfi . :, A - • VARIES' .^. A X SIZE WYE SIZE X SIZE WYE 45° BEND-" 45° BEND BASE-..-':�_�. ��•_:: �°__.,T`•_.-� OTE NFOUNDATION ► " STD. DUCTILE IRON MANHOLE COVER AN WATERSTOP-PIPECONX #4 BARS, 8" O.C.E.W. -DEPTHS MANHOLE ADAPTER SEAL, FRAME (30" DIA. OPENING OR EQUA NOTE: GREATER THAN 12 FEET WILL OR APPROVED EQUAL.(2 REQ'D) _ "" !! REQUIRE 2 MATS OF REINFORCING STEEL IN THE BASE GRADE RINGS FOR 8" 18"MAX ADJUSTMENT TO FINISH �1! CITY OF COLLEGE STATION GRADE AS PER DETAIL 51-02 - NOTE 1 _ OUTSIDE DROP MANHOLE PRECAST FLAT -TOP LID Sol, ONLY ALLOWED FOR MAINLINE CONNECTIONS BACK FILL AROUND MH VARIAB I (4' MIN.) (6'ANDLARCBV SHALL BE AS PER C ; �: I � 5 INCH 52-00 DETAIL S1-02-NOTE4 >,;1; NESS i (MINK NOTE: MANHOLE BASE SHALL BE PLACED ON FIRM�,. �: USE RAM -NECK SUBGRADE. ADDITION OF CEMENT STABILIZED GROUT O-RING, OR SAND OR GRAVEL MAY BE REQUIRED TO Lj APPROVED EQUAL STABILIZE FOUNDATION. ".{a PVC IN JOINTS SEE PLAN OR PROFILE FOR PIPE L I GROSS SIZE, TYPE AND INV ELEV 1-314" STAINLESS PVC PIPE 81ZE EQUAL TO STEEL BANDS- 118" INCOMING,PIPE SIZE "'" THICKNESSTYP) W1 STEEL 45° ELBOW (TURN W/FLOW & GROUT IN PLACE) :I`' 5/8" STAINLESS BOLTS W/EXPANSION ANCHORS (TYP) SECTIONA -A STANDARD CLEANOUT MATCH TOP OF ELBOW SOFFIT E ' STANDARD CROSS 5" MIN T TOP F FF T F .'1 LARGEST PIPE IN MANHOLE �'7'''• ''`' ' 'r #4 BARS, 8" O.C.E.W. � .:.}, 24" MIN. :.\ 24" MIN. VARIES E ENT STABILIZN.ED SA ND S S A HOW z •••r':=5 STANDARD CROSS 4" -�I is �o 3 -NOTE: .� DEPTHS*WILGREATER THAN 122' WILL REQUIRE VAR'ES-� 2 MATS OF REINFORCING 3„ A VARIES;; :=: A StEEL IN THE BASE }, 3 90° BEND ARIE 90° BEND SEE• •:.. :. ,...•.:: 6 MIN. BASE NOTE FOUNDATION STANDARD DROP MANHOLE #4 BARS, 8" O.C.E.W. - DEPTHS WATERSTOP-PIPECONX GREATER THAN 12 FEET WILL REQUIRE MANHOLE ADAPTER SEAL, 2 MATS OF REINFORCING STEEL IN THE OR APPROVED EQUAL. IlYA- CITYOFBND ROPMANIIOLE TO BE USED ON BASE (2 REQ'D) LINES UP TO 12"I1V SIZE CITYOFCOLLEG STATION-DROPMANHOLETO BE USED ON LIM VP TO 4'INSIZE CITY OF BRAYN OUTSIDE DROP MANHOLE ONLY UT ENAPPROVED BYCITYENGINEER S2-01 f 52-02 NOTES: 1. EACH PIER SHALL BE COMPLETED IN A SINGLE CONTINUOUS POUR. 2. CHAMFER EDGES 3/4". 3. CONTRACTOR SHALL CONSTRUCT CONCRETE PIER TO A MINIMUM DEPTH OF WOR TO A DEPTH WHERE A GOOD BEARING SOIL IS ENCOUNTERED. 4. ALL SHAFTS SHALL BE BORED VERTICALLY PLUMB WITHIN 2" TOLERANCE. 5. ALL INFORMATION SHOWN IS CITY MINIMUM. ALL PIERS SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER. PIER DIA. AS SHOWN ON PLANS PLAN DUCTILE IRON PIPE -� WRAP WITH ONE LAYER OF TAR PAPER TO PREVENT BONDING SECTIONA A tIES #4 BAR HOOPS, 12' O.C. 3" CLEARANCE MININMUM PIER VERTICAL STEEL DIAMETER # 5 BARS 16" 8 24" 12 26" 14 30" 16 42" 24 4" WIDE X 3/8" THICK STAINLESS STEEL STRAP (PRIMED & PAINTED) FORMED TO PERMIT SNUG TIGHTENING OF PIPE TO PIER (2 REQD. PER PIER) Xuj a� =Luo A A ee Q tr Mauj IY - uj Ca VERTICAL STEEL AS PER TABLE O #4 BAR HOOPS, 12" O.C. ED Lu L,) , oA PUOU CONC AGAINST ��w INTHOLE RBED ARTH m ounvn\n/\ , TYPICAL CONCRETE DRILLED PIER FOR AER]:AL SEWER 2" [51mm] LETTERING LETTERING STYLE: BOOKMAN OLD STYLE 2" .tee - - �l� [51mm] LETTERING TTERING STYLE: IOKMAN OLD STYLE (2) PICKBARS 2„ 7/16"- 51MM] [11mmj f 33-114" DIA _ [845mm] 32-3/16" DIA- [818mm] 1/4" [6mm] DIA NEOPRENE GASKET - 9/16" 40mm] 114 5116" 2-9/16"-1 - -33-15/16" DIA !vim [65mm] [862mm] 40-314" DIA [1035mm] 2" OT jnm] LETTERING T FP"ESECTION PLAN VIEW BRING STYLE: BOOK MAN OLD STYLE , J MACHINED SURFACE 3-13/16" 32' DIA [96mm] �[8 Ila mm] 518" it it[16mm ] [38 mm] 61. [62mm] 7/8" 2-718" [22mm] I ILII I [73 mm] R 1-314" 1" DIA X 4" LG COVER' SECTION [R44mm] H.R.S. ROD 1f �� PICKBAR DETAIL NOTE: DARD MANHOLE CITY SPECIFIC SANITARY SEWER BOTTOM VIEW STAN LIDS TO BE USED FOR PUBLIC SEWER SYSTEMS ONLY. NOT TO OF CO VER RING AND COVER BE USED ON PRIVATE SEWER SYSTEMS. („ DUCTILEIRON V-1,432--3 54-01 Ln z O Ln w Of DIA 13/16" 3-13/16" 96 mm [781m" [20 [20mm] (' 96mm [1/4" DI 1 E (6mm) DIA 250" [0-314" DIA. [20mm � 32-1 /4" DI NEOPRENE GASKET [ .mm] 180" ID OF GROOVE [819mm]� g0�, DI 1-1/2" 4„ [5mmj _L112" 2-7/8" 762mm [38mm] [102mm] [13mm][2 718mj [73mm] 2 BOLT HOLE SECTION 1-3/4" 1' (25mm)) DIA7H. �._ 32-5/16" DIA .� [R44mm] 151/2" [(40mm] [821mm] 1-1/2" MACHINE GROOVE G STEEL ROD �.- 33-11/16" DIA [38mm] DETAIL 30" DIA 1-1/2" PICKB1 R DETAIL [821mm] G4Srr6mml1 DOA VE FOR � 762mm] [38mm] FRAME SECTION PNEOPRENE GASKET T I ������ 11 2-7/8" • J MACHINED SURFACE CITY O i� BRYAN LE]?ER�INOG, LETTERING [73mm] COVER SECTION rr5r�qq RR The Good I ile, Texas Slyle." Bookman d Style RECESmLFLUSHQJG tt�o (4) 5/8"-11 NC X 2" LG (I (4) 5/8"41 NC X 2" LG N� HEX SS CAP SCREWS EGE p HEX SS CAP SCREWS & NARROW ZINC PLT. ��, qj, & NARROW ZINC PLT. & o o 5 .t. & RUBBER WASHERS O RUBBER WASHERS 4„ ° [ 1 mm] 4„ ° k 2 [51 mm] [102mm] ® [102mm] ' CITY OF BRYAN (� 1 �� y ti I ICKBAR 2"cc51mm]LETTERING DRAWN RAWN BY: C1IL,M, (2) PLACES REESSeenFLUSH11 2" [51mm] LETTERING DATE: 08-P1-12 okadsye'Bomn ol PLAN VIET�V BOTTOM VIEW SCALE: N T S LCITY IDS STPBEUS USED SEWER WATER TIGHT MANHOLE RING AND COVER APPROVED: LIDSTO BE USED FOR PUBLIC i I W. P. K. SEWER SYSTEMS ONLY. NOT TO I' BE USED ON PRIVATE SEWER DUCTMEIRON V-2432--3 F= 1 G F2 E S4 -OO SYSTEMS. ( S4-02 I! SHEET! 1 OF 2 �I I _ I NOTE: W/PVC CAP 1. WHERE DOUBLE WYE SERVICE (SEE NOTE 3) ELEVATION IS LESS THAN 2'-7" BELOW PROPOSED BACK OFCURB, a PPVC VC MIN. SLAB ELEV. MUST BE SET TO (SEE NOTE 3) i w ALLOW SANITARY SEWER SERVICE. C 2. ALL MATERIAL SHALL BE ASTM 2 OT ONC. CURB & GUTTE SIDEWALK (TYPICAL) 4 w it 3 D3034 SDR26 W/ GASKETS O SEE NOTE 5 tr PLAN N 4" PVC EXTENSION 3. ALL SERVICE CONNECTIONS & W/PVC CAP EXTENSIONS ARE TO BE INSTALLED 0 SIDEWALK (SEE NOTE 3) WITH THE MAIN LINE CONSTRUCTION. 2 0' 4. A CLEAN OUT IS REQUIRED AND WILL BE INSTALLED BY THE 3.5' MAX. 3.5' MAX. ��� �� SEE NOTE 1 PVC WYE WITH PVC CAP w CONTRACTOR AT THE ROW FOR I (SEE NOTE 1.) AND NOTE 6j I (SEE NOTE 3) a w EACH SERVICE. CLEANOUT SHALL I z INCLUDE A BRASS PLUG. I a 5. CLEANOUTS SHALL BE EXTENDED 4 WATER LINE FEET ABOVE NATURAL GROUND. CLEANOUT i (MIN. 4' BURY) CAP FITTING SHALL BE PLACED ON TOP. PVC (SEE NOTE 3) Z I 6. LOT CORNERS SHALL BE MARKED WITH A LATH UNDER THE SUPERVISION OF A RPLS UPON COMPLETION OF 2.0' 2' DESIRABLE CONSTRUCTION 1 7. WHEN SERVICE CONNECTION IS DEEP 2' PVC (SEE NOTE 3) �� "-"" ----•�. CONTRACTOR MUST PLACE A VERTICAL "-'^-------•�....,.�,,, 2 � 0' STACK THAT SHALL BE BROUGHT WITHIN STD. 450 PVC BEND �� SEE NOTE 5 3-1/2 FEET BELOW NATURAL GROUND. (TYPICAL) TEE WYE SERVICE FITTING STD. PVC COUPLING ASTM D3034 SDR26 PIPE (SEWER WYE AND 1/8° BEND) W/GASKETS 1.0% MIN. PLAN ALLOWABLE TAPPING AREA PIPE IS NOT TO BE PLACED SEWER LINE HORIZONTALLY) ) _ PROFILE BOTTOM LIP OF CONNECTING " CITY F /� O BRAYN PIPE SHALL NOT DIP BELOW CENTERLINE OF MAIN. SEMTER SERVICE LINE CROSSING 56-00 NOTE: 1. WHERE DOUBLE WYE SERVICE 4" PVC W/PVC CAPENSION LOWED TO FA TO BE G AO AT T ME OF ELEVATION IS LESS THAN 2'-7" BELOW PROPOSED BACK OFCURB, (SEE NOTE 3) 2p - R -O -W OR EDGE PLUMBER'S TIE-IN MIN. SLAB ELEV. MUST BE SET TO ALLOW SANITARY SEWER SERVICE. , OF EASEMENT R -O -W OR EDGE OF EASEMENT--Aww PVC WYE WITH w TO BE LOWERED 'v UJ8 2. ALL MATERIAL SHALL BE ASTM D3034 SDR26 W/ GASKETS PVC CAP a (SEE NOTE 3) z z TO FINAL GRADE VARIES rn0 z 3. ALL SERVICE CONNECTIONS & 1 °--1 PLUMBER'S TIE-IN ww 'v w►- wz EXTENSIONS ARE TO BE INSTALLED �-VARIES 3.5'MWITH THE MAIN LINE CONSTRUCTION. �/ //��//� //��//� (SEE NOT// ND NOTE4. A CLEAN OUT IS REQUIRED AND I BE INSTALLED BY THEONTRACTOR 3.5'MAX.WILL AT THE ROW FOR EACH O (SEE NOTE 1.) SERVIICE. CLEANOUT HALL PVC (SEE NOTE 3INCLUDE 411 A BRASS PLUG. (MIN.1%SLOPE5. CLEANOUTS SHALL BE EXTENDED 4 SEE NOTE 4STD. FEET ABOVE NATURAL GROUND. CLEANOUTCAP 45° BEND FITTING SHALL BE PLACED ON TOP. PLAN 6. WHEN SERVICE CONNECTION IS DEEP, wSTACK O VARIES IN HEIGHT CONTRACTOR MUST PLACE A VERTICAL z w STACK THAT SHALL BE BROUGHT WITHIN w 1- 3-1/2 FEET BELOW NATURAL GROUND. PVC (SEE NOTE 3) w z (MIN. 1% SLOPE) STD. 450 BEND TEE WYE SERVICE W FITTING (SEWER TEE) TEE WYE SERVICE FITTING (SEWER WYE AND 1/8 BEND) ALLOWABLE TAPPING AREA STANDARD CONNECTIONPROF LE DEEP CONNECTIONPROFILE BOTTOM LIP OF CONNECTING CITY OF BRAYN PIPE SHALL NOT DIP BELOW CENTERLINEOF MAIN. SANITARY SEWER SERVICE CONNECTION S6-01 4' ( 2- 2' STRUCTURAL BACKFILL AREA NEAREST BELL MAX 6.8" TYP. MAX 2' 6'8" TYP. 2' NT (TYP. AX INCLUDES ALL PAVED AREAS JOIEA. END) CLR. (SIDEWALKS, STREETS, ALLEYS, RIVEWAYS,AND PARKING AREAS) p AND SHALL EXTEND 5' BEYOND THE CURB LINE. STRUCTURAL BACKFILL SHALL BE CEMENT STABILIZED (.OPTION NO.2 IN S1-01) OR EXCAVATED SOIL COMPACTED TO 98% MAXIMUM DRY 8.. TYP 1" MIN. CLR. N DENSITY AS PER ASTM D698 OPTIiMUM (OOPTIPTIION NO. I IN S1 01) CARRIER PIPE CASING SPACER STEEL CASING o 1 -PC. PULL -ON WATER ADJUSTABLE TOP RUNNERS N TIGHT NEOPRENE END TO MAINTAIN 1" MAX CLR. > SEAL WI STAINLESS STEEL CLAMPS "APS" 30° w OR "PSI" MAX NOTE: ASPRINGLINE STEEL CASING (C(TTASINGSPACERS-RU)NNERMIN. UNNER VAIN. WillHRU DIA. CASING) SOR 6 TAINLESS SSTEELL (TDE YPE 304)AINLESS STL. TYPE304; 8" WIDE BAND W/ POLYMER RUNNERS; CENTERED RNEOPRENE INSULATION SLEEVE OR NON -CENTERED; CLEAR!BELL, BETWEEN PIPE AND BAND BIC A//+RESTRAINED FROM FLOTATION; MIN 5' INSULATED; "APS, INC., MOD SS 18 POLYMER RUNNER (TYP) Q� 1 OR "CASCADE" �,,� I I CASING DETAIL � GENERAL NOTES: �P �i _ S5-03 ' - 2'-0,. PAVEMENTAREAS MIN. MACHINE BORING MIN. ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED �`� L`O i OQ (TUNNELING) BY CONSTRUCTION SHALL BE ADEQUATELY BLOCK SODDED OR HYDROMULCHED OPEN CUT OPEN CUT AND WATERED UNTIL GROWTH IS ESTABLISDHED. IN DEVELOPED AREAS WHERE BIC LIMIT LIMIT GRASS IS PRESENT, BLOCK SOD WILL BE REQUIRED. BARED AREAS SHALL BEWIDTH OF PAVEMENT SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE. ' s1oEwALK. APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE 5' ! f ENTIRE TIME THAT EARTH HAS BEEN BARED BY CONSTRUCTION AND SHALL 3'-0" MIN. \-SIDEWALK MAY BE STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR. ( OPEN CUT OR.BORED ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER AS DIRECTED BY EVERY RAIN. THE ENGINEER STRUCTURAL S EELCAS ED ESTABLISHMENT OF VEGETATION MAY BE A WARRANTY ITEM, S REQUIRED CARRIER PIPE NOTE: BACKFILL AREA 1. FOR MORE INFORMATIC N ON WATER AND SEWER LINE CROSSING SEE CITY STANDARD SI 1 ECIFICATION FOR WATER AND SEWER LINE CONSTRU TION. 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. S5_00 3 APPROVED BY THE CIR DE'NGINEERRING ALLOWED ONLY WHEN METER BOX ORSTANDARD CLEAN-OUT BOTICAL URBAN CIE STREET CROSSING NOTES: 55-04 O 1. FURNISH AS SHOWN ON PLANS " AND/OR AT EACH MANHOLE WHERE MACHINE BORING SEWER LINE CROSSES OPEN FIELDS BLACK ( (TUNNELING) TEXT ARN N 2, SIG0 GA STTEEL BAKED ON ENATED MEL VARIES VARIES E ( SHOULDER 10"FINISH. FURNISH ONE SIGN AND UNDERGROUND SEWER ONE POST FOR EACH OPEN FIELD 6" CLEAN OUT STACK CONTACT THE CITY AND AT OTHER LOCATIONS AS 5'-0" WIDTH OF PAVEMENT 5'-0" DIP OR PVC BEFORE EXCAVATING SHOWN ON THE PLANS. FURNISH 4MIN. MIN. FOR EARTH, SEE SAME NUMBER OF REPLACEMENT BEDDING AND SIGNS AS FOR EACH INSTALLED _ ,. con TRENCH DETAIL YELLOW (_OMITTING MANHOLE NUMBER , BACKGROUND 4' N MANHOLE SIGN) MANHOLE (NOTA SEPARATE PAY ITEM) 3-0" BELOW DITCH FLOW LINE. CEMENT STABILIZED \\ 7" NO• rT-, "SAND AS SHOWN "`-2" BLACK PRESSURE ~•f_~ � A' FOR ROCK CONCRETE 1 V SENSITIVE NUMBERS NOTE: STEEL CASING -/CARRIER PIPE TO BE ADDED AFTER 10"� BASIC SIGN HAS BEEN 1. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING NOT LESS THAN 3" WHITE-/!. HITE PAINTED SEE CITY STANDARD SPECIFICATION FOR WATER AND r T 1 SEWER LINE CONSTRUCTION. BACKGROUND 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. STANDARD ` DARD CLEA 3. DRY BORING IS REQUIRED. OUT FOR MAIN LINE SEWER WARNING AND MANHOLE ... TYPICAL RURAL STREET CROSSING 0 45°BEND IDENTIFICATION SIGN S5-Ol 55-0255-05 NOTE: 1. WHERE DOUBLE WYE SERVICE ELEVATION IS LESS THAN BELOW PROPOSED BACK OFCURB, MIN. SLAB ELEV. MUST BE SET TO ALLOW SANITARY SEWER SERVICE. 2. MARK EACH SERVICE END WITH CONC. CURB SIDEWALK SEE NOTE 5 I METAL "T" POST PAINTED GREEN. & GUTTER (TYPICAL) 3. ALL MATERIAL SHALL BE ASTM 4" PVC EXTENSION D3034 SDR26 W/ GASKETS / / I W/PVC CAP 4. ALL SERVICE CONNECTIONS & p SIDEWALK (SEE NOTE 3) 2 0' EXTENSIONS ARE TO BE INSTALLED 3.5' MAX. WITH THE MAIN LINE CONSTRUCTION. / SEE NOTE 1 PVC WYE WITH w 3.5' MAX. ( PVC CAP o S. A CLEAN OUT IS REQUIRED AND I\(SEENOTE,,I) . AND NOTE 7) (SEE NOTE 3) i p0: z WILL BE INSTALLED BY THE PLUMBER AT THE ROW FOR EACH SERVICE. q� R �N 0: z 6 A LATH UNDER THE SUPERVISION OF ALOT CORNERS SHALL BE MARKED H I (MIN.E4' BURY) RPLS UPON COMPLETION OF PVC (SEE NOTE 4) zAw CONSTRUCTION 1 7. WHEN SERVICE CONNECTION IS DEEP, 'v CONTRACTOR MUST PLACE A VERTICAL 2.0- O ) 2' DESIRABLE t STACK THAT SHALL BE BROUGHT WITHIN 1 p I 3-1/2 FEET BELOW NATURAL GROUND. tr NOTE: 1. WHERE DOUBLE WYE SERVICE ELEVATION IS LESS THAN 2'-7" BELOW PROPOSED BACK OFCURB, MIN. SLAB ELEV. MUST BE SET TO ALLOW SANITARY SEWER SERVICE. 2. MARK EACH SERVICE END WITH METAL "T" POST PAINTED GREEN. 3. ALL MATERIAL SHALL BE ASTM D3034 SDR26 W/ GASKETS 4. ALL SERVICE CONNECTIONS & EXTENSIONS ARE TO BE INSTALLED WITH THE MAIN LINE CONSTRUCTION. S. A CLEAN OUT IS REQUIRED AND WILL BE INSTALLED BY THE PLUMBER AT THE ROW FOR EACH SERVICE. 6. WHEN SERVICE CONNECTION IS DEEP, CONTRACTOR MUST PLACE A VERTICAL STACK THAT SHALL BE BROUGHT WITHIN 3-112 FEET BELOW NATURAL GROUND. ALLOWABLE TAPPING AREA `-BOTTOM LIP OF CONNECTING PIPE SHALL NOT DIP BELOW CENTERLINE OF MAIN. (SEE NOTE 4) 20•� STD. 450 PVC BEND / / TEE WYE SERVICE FITTING S L -ASTM D3034 SDR26 PIPE (SEWER WYE AND 1/8° BEND) TD. PVC COUPLING W/GASKETS@1.0%MIN. (PIPE IS NOT O BE PLACED SEWER LINE PROFILE CITY OF COLLEG STATION SEWER SERVICE LI IE CROSSING 4" PVC EXTENSION W/PVC CAP (SEE NOTE 3) 2.0' CYE WITH a PPVC VC (SEE NOTE 3) i O z a� 1 2 it 3 O SEE NOTE 5 tr PLAN R -O -W OR EDGE OF EASEMENT 1 �--- VARIES 3.5' MAX. ----- (SEE NOTE 1,) I w F - Lu PVC (SEE NOTE 3) U) (MIN. 1% SLOPE) TEE WYE SERVICE FITTING (SEWER TEE) STANDARD CONNECTIONPROFILE CITY OF COLLEGE STATION SANITARY SEWER SERVICE CONNECTION SEE NOTE 5 (TYPICAL) PLAN S7-00 U STD. 450 BEND STACK VARIES IN HEIGHT '' w u� 2.0 p STD. 450 BEND w w y TEE WYE SERVICE FITTING (SEWER WYE AND 118 BEND) DEEP CONNECTIONPROFILE DRAWN BY: C.L.i. DATE: 08-01-j2 SCALE: N T S APPROVED: WI i P. K. i F= IGURE- S7-Ol �I SHEET 2I OF 2 _ _ e MITER OUTFALL 24"0 PIPE' TO -' 1 3SZ L.F. OF CONCRETE HARVEY ROAD EAST ( PLAN NOTA ' �\ 100 -YR FLOODPLAIN PER CONFORM WITH CONCRETE \ 4'xT BOX CULVERT Z -,\ RETAINING WALL (TYPE 1) LOT 1R, BLOCK ONE _ �'� LOMR CASE No. SIDESLOPE & CONCRETE PATCH ; - - - -_/_ w/WOOD SCREENING 01-06-356P (VOLUME 2541, PAGE 235) x- "X" -. -- _ _ F/L(OUT)=254.45'RIM=258.23' �� RAIN x MARKED IN - , -` - l \ AS REQUIRED 1. REFER TO SHEET COA & CO.2 FOR ti CONCRETE 4'x7 BOX CULVERT FENCE EFFECTIVE DATE OF 1/17/02 _ - - --_ -- - _ BFE-255.23 _ _ _GRADING DRAINAGE, AND MISCELLANEOUS N 31'40'16" W = = = _ =�= - 4x4 CONCRETE -JUNCTION BOX - _ \ CONSTRUCTIONNOTES. - --- - -- - - L W= ' -__-. -__ -- F 25486 RIM=258.15' --- - 19.$0 L.F. OF _e .� _-___ _ __` _ r L 5=L54.tib - - -== -- I 4.68' 4'x7' BOX CULVERT - __ f CONCRETE D IN `- 24 ADS (N-12) . - 281-- N RTH 2. REFER TO SHEET 72.2 FOR GRADING,POST OFFICE BOX 9253 , ,- 25-2- PLAN 7607 EASTMARK DR., STE. 252 <77840� F/L (W)=254.92"elii - F/L (S)=254.92', N 43'58'07" E -- 200.99' v - STORM SEWER @ N 42'33'11" E - 260.00' ------ ® 4'x7' BOX CULVERT •- •- --- - •- ---25a e ® 0 20 40 DRAINAGE & MISCELLANEOUS DETAILS COLLEGE STATION, TEXAS 77842 "X" - o -- 0.25% SLOPE - - �- - - - - _ EMAIL: civil men ineer.com X MARKED IN \ ± ----- � - - - - LIMITS OF WALL 82.91 L.F. OF 24 h RCP T C-258.90' I g CONCRETE = = - _ _ = = T W-258 20' T/C=258.90' --- ___ 70.66 L.F. OF 24"0 RCP / OFFICE - (979) 764-0704 / = (CL3) STORM SEWER @ T/W=258.90' T.B.M. 1 • SQUARE CHISELED IN CURB INLET 4'xT BOX Ct1LVERT - T/G=257.70'_ - `- -_ - - --- - - - -10.25% SL^uPE �� - .82.41 L.F. OF 24 - y T/w=258.90' - (n . STORM SFWFR l� 1 f G=2JJ. 7 V' scALE: 1" = 20' FAX - (979) 764-0704 - - - - . - �'i- - = T/G=256.7 - _- _�-! E 0° LOCATED ON TH SOUTH SIDE ur HAKVtY ROAD j - - - •., - - - - w_ - -- RCI (CL3) STORM =�- = - - - = - = _-0.25%_ SLOPE ti I _ _ _ _LIMITS of ALL _ = __ (SH No. 30}. CURB INLET LOCATED IN THE TEXAS FIRM REGISTRATION No. F-465 SEWLK @ 0.25% SLOPE 70.66 L.F. OF 24"0 ' ® T/W=256.40' APPROXIMATE MIDDLE OF SUBJECT TRACT. SURVEYOR T/C=258.91' SPRINGER'S FRONTAGE 1 ( - - _ RCP (CL3) STORM -- - 1 T/G 255.70' (ELEV. 258.16' NAD 83) KERR SURVEYING, LLC LOT 1 T/C=258.85' - - 505 CHURCH STREET 0.37% w 'SEWER @ 0.25% SLOPE - '- t� �' I _ !� COLLEGE STATION, TX 77841 (VOLUME 4227, PAGE 274)j / r.o� �, Q i c� �, T/C=258.90' �'S) T/G=257.74' �L 1 ��� TfG=257.88' ` T/C=258.90'. �- -- GRADING LEGEND d J.B. - 0.50% - t = = - -7;55- - -�' - - -0_80% - - -- --. - - o I _ i_ - 0.80% ,,,,.+ - - - - - - "�' ..0 5i�� - p -2 7- OFF: (979) 268-3195 T/ C 8.52 ,n In ... j + A. "".- _� J.B. i�.._�v�� T C-25 .90 MATCH NEW PAVEMENT - ��~ - - -- `�~�'- - - -- - - - - - - - - - - - - = - - - - DRAINAGE DIRECTIONAL ARROW •��..®.,.���� - 1.....■.r- ----- �"...�r.. ...: •""� ELECTRICAL FAX: (979) 691-8904 T/C=258.75' \ T C=25Iiii8.90 Al. '' 258 \, J.B. z ( T/P=258.40' `'� 258 LIMITS OF WALL - TRANSFORMER TO EXISTING PAVEMENT �' / T/C=258.9d'�- / PAD T/P=100_00 TO ' OF PAVEMENT Q\ � T 7=258.90 N / T/C=258.80' ELEVATION & GRADE FLUSH o \ ��� T/C=258.90' - A/C PADS o A/C PADS Q / P T/W=258.80' T/C=25$.86' p�_fs T/P=258.32' �<" I I T/C=100.00 TO OF CURB = Y' - L. A.L. A.Ln__Fj`il- - (� A 1 A.L. S� I p 1 T/G=258.50'-W.M.'s TfW=258.86' btu o T/C=258.751 A.L. E.M. A.L. A L �( L.i -• T/G=256,36' T/W7100.00 TO OF WALL cD j C� T/P=258.19'- . u? I L.P. I h ti O �° ? 0 4x4 CONCRETE JUNCTION T/C=259.40' L.P. + 0.60% ®® i N j ❑ T/G-100.00 j ZL( 4x4 AREA INLET y ' I� f m I\ �( ( ( 1'22% I BOX � TO OF GROUND OR GRATE / z 0.50% .... ;' 4x4 AREA INLET RIM=258.40' GRATE=257.88' °'83% I D.c.. 2 42.96 L.F. OF 24 T/P=25 .. -0' T P=258.24' ' z SYMBOL & LINE LEGEND GRATE -257.74 F L N -254.50(w/11-00F/L (W)=254.68 / - 3`I T/P=258.03' I� RCP (CL3) STORM - / O- i �� O • Lin c h f'"''-''�4 71' P�ccTP��r'T(iR� F/I (Fi=754, T/C=258./5 1 _ POWER POLE _ , _, I (! SEWER @ 0.25% r / � `YY J GJ 1 w -- T/G=257.95' ;' � W T/C=258.85' OPE F L E=254.71 F L W=254.50 5 z N A i I / O / (E)=254.50' B AYM ON T INN & SUITES 42.52 L.F. OF 24"� RCP -- "' LIGHT POLE 4x4' AREA INLET F/L O (CL3) STORM SEWER @ c�o-7 ) r' , Y �, II �a �� T/c-258.81' m w GUY WIRE ANCHOR % T G=257.93' h� ; �2�� 40 0.25% SLOPE j / ! s�, �c�� GAS PIPELINE RISER M GRATE=257.93 DO NOT EXCEED % e 90 L.F. OF CO RET Y papwv WATER VALVE � � � DO NOT EXCEED 2.00% � O `' f' `� / i F/L (N)-255.03' ( (MAX.) CROSS -SLOPE (IN EED .0 % m ° 144;ZR L.F. OF /' Y RETAININ WALL a N ®wM WATER METER MARK DATE DESCRIPTION (T�'PE 2) c� ©acv DOUBLE CHECK VALVE 4"0 STORM DRAIN b` w Q►Ev ELECTRIC VALVE MAX. C:KU55-SLUFF IN ; ALL DIRECTIONS IN THE Z, ) ♦ o- r N o ± / @ 0.50% SLOPE ALL DIRECTIONS IN THE �� woo 259 •.. o � ` `o ± H C PARKING AREA --! �- I >-� � ' f ' �- ' �•��,,� o °\ _ T/C_259.00' T/C=259.00' H/C PARKING AREA k o 4'x4' AREA INLE 90 o By BALL VALVE SUBSTANTIALI.1 / ♦ ( T/P-259.00' `. T/P=259.00' I iw- ``,. v 001 1 GRA OEM ELECTRICAL TRANSFORMER �ONlP_LETE T" P=258.39' T/C=258.5 _ ' ± - -� T/C=258.75' Q. _ ♦ / ___ - - - -- - -- - - A. F/L (N =254.97' _O - _-_ GM GAS METER - -- -- - - - - - - - A.L. T/P 259.32 A.L. / \ ) w I A.L. _ \ X! ( • _ a.,� �a.,. _,w.;.. , _ .�, I - IF/L SW 256.1 _ MANHOLE UED , T/C-259.07 I T C=258.75 ± iu i �� R l i % A.L. \ E .. ;°art u tti I { I I I j --� 1Lbl WALK }s i I i ± I { - /i' T W=258 89' CLEANOUT I I�.,fi�. 0MATCH NEW I ��; T G-256.36' _v i 1110' wA�K 10•yALK ; �` CONSTRUCTION" ! / - FIRE HYDRANT PAVEMENT DRaINAGE DIVIDE 4 I I I _ = I s I t 4 1 ® ®' AI ■ j _ ` ± f- ( 1 °R NAGE DIVIDE ®T' TELEPHONE PEDESTAL TO EXISTING . 0.78% ! PAVEMENT T/7�259.25 / `' - T/C=258.75 l I i, I I F.D.C. fU7 ❑Ai AREA INLET"0/13 PAVEMENT Cn1 nn �n1 LIMITS OF WALL ELEVATION & ` '' l V V V ^ � ' r e rl nhYC=2.98 75' " T/C=258.80' B JUNCTION BOX T� C=�So. i5 I 1 f/C=258.75' - - V/'1 VI 1 \ T/C=2 "8.75' GRADE FLUSH T/C=259.53' L -J__ 1 - E �URB TAPER CURB I 1 / _258.80' CONSTRUCTION DRAWINGSw--258-- TAPER \' '` j' '--- T W- �AREA LIGHT (GROUND) o° T P-258.20' ®3b0 @ �.ao% I I l -� T/G-258 50' 257 , es FIXED PIPE BOLLARD ISSUED PRIOR TO THIS t I o L _ _ _ _ _�_I- - T/C=259.45 L _ _ _ _ _ _ J ) T P=258.21 "-� DATE ARE REPLACED BY I ___ _ -- ____ T/C=259.10' r - � CURB INLET b -__ _ I o DO NOT EXCEED 2.00% T/C=259.10' - - T/P=258.20' f 4l w 1,1 _ _ THIS SET & SHOULD NO o BUILDING SETBACK LINE 1 5j \ _ T P-258.20' \ �' .:.... _ /r _��o �c� 1M---`� .�� T/P=258.23' I� I __ /r n- Go , • / I ( AX i CROSS -SLOPE (SPF (IN Tf7=25 ,70' _ i/C-258.70'_ - �j i , n, T C-258.90' w --- -- 1 Inti= BE USED FOR 2 M S� ..�... _ - 1311 1110- - �- �. - PROPERTY SINE °' iQc� j T C-259.62' �25g, , T/P=258.18' ALL DIRECTIONS IN T/C=258.62' _T/C= _ h Jr.;-%� i ---- �I- CONSTRUCTION. 0 Q j / = I' !� PEDESTRIAN CROSS -WALK 258.62'_ _ _- -- f -`L T/P=258.13' ; I / Q -- EASEMENT LINE ♦e`er`` 2 z T P=258.13'" M z_ P. E. PUBLIC UTILITY EASEMENT -1� OF T���% i t T/P=258.99' T/P=258.40' T/P=258.25' T/P=258.09' I I_ Tf C=258.62' T T/C=258.88' ��°, T/P=258.11 o T/P=258.20' Q I �, �CP�• • .... E� gsl a © I I _ /P=258.11' T/C=258.95' -� o I % 2.52% _ Ll.1- / woo_ T/P=2588 1' T/C \258.50' - T/C=258.50' / o ^'�,,. o - C'i \ r T /C -G58.44' - Z�F.-` 1.fi7Gi L.P. LO in L.P. C=258.46' / L.P. \ •'' / ,R'A 0 �TCALE-• / L.P. T/C=258.44' �-'� L.P. T/C=258.44' / L.P. v \ T/C= 58.90' 257 J 0 ' T/C=258:93'_ ,T/C=258.66' G.M.® T/C=258.5 C=258.52' J T/C=258.53' '� T C=258.53' �, ��„ __ - / T/C=258.52' -TT/ G=258.58' J. T C=258.85' // -••� 256 _ T/P-259.70' t , - .� I "i � / / / „� _ .... I { p� <�C S� w� 0.30% 0.30% _ � c 0.50% � �-2s % 0.50% 0.30% � ♦ -_.. 9 -, % e Q ♦ �. ��,► / 0.30% ► 0'50%�♦ 0.5�% 0 - -T/P=258.83' T/P=258.83- tt, O \ F. H. 259 _ - M.N. - "'� Ln I '' T/P=2_8.4_' f - - - --- - M IL ! ; , . �-- i I :0.73% I _= I 0.50% i C 0150% I ( ._ b 50% E 0.50% ( = j 6. WALK I ( I j 6 WALK I i 1 - E_ ± .. ' 6 WALK = I ► I j ��.ryALK.i 1 I ( ! I I i = m P.P. I ± I I I _ i i ± I R 1 ± -- -- _ _ 259- P.P. _ �..r._�.•= S 42�29�?3n 258 ��' T.PP 'T.P.-------•-�- .- - �. 258 ��, F. H. (. _ .- - 5/8" IR - MATCH SIDEWALK 4 WIDE CONCRETE T P=25=0'_. �=258.65 - - �_ _- -- _ T/P 25883' ��� 57 ����,5/8" I.Rx _ _ TO EXISTING PAVEMENT T/P`258.75'_ _�-i�!!�! z�8- PILOT CHANNEL (TY - - - _ - -` - _ - / --- , - _ T/P=258.62' - T/P=258.62' - 56-- -k - - - �"- - `---_ ELEVATION &GRADE -•-�s7 - .- -15"� RCP II) @ 0.50% SLOPE _ 1.75 WIDE CONCRETE 4' WIDE CONCRETE FLUSH -257-- - 1.75 WIDE CONCRETE _ ! _ 1.75 WIDE CONCRETE- - 1.75 WIDE CONCRETE i DRAINAGE FLUME @ 0.50% PILOT CHANNEL - Z 258- _ DRAINAGE FLUME @ 0.50% - DRAINAGE FLUME @ 0.50%" SLOPE w/ROCK RIP -RAP' - _ DRAINAGE FLUME @ 0.50% (TY 11) @ 0.50% STOP SLOPE w/ROCK RIP -RAP <C EXTENDED TO SIDEWALK SLOPE CALL BEFORE YOU DIG _J W X z 4 -- SLOPE w/ROCK RIP -RAP -- SLOPE w/ROCK RIP -RAP _ _ - - -"- EXTENDED TO SIDEWALK _ -- _- _- ---_ LEAVE -OUT - - - - -- - EXTENDED TO SIDEWALK EXTENDED TO SIDEWALK LEAVE -OUT TEXAS ONE CALL SYSTEM a- O -� LEAVE -OUT _ LEAVE -OUT 5' WIDE CONCRETE 1-800-245-4545 �_ 0 �- w SIDEWALK LEAVE -OUT - 5' WIDE CONCRETE (AT LEAONTRr TO BIS T PRIOR To ANY AING)NDA Q ' 5' WIDE CONCRETE �ARI;INGtI: THE CONTRACTOR IS TO LOCATE ANY AND ALL CTILITIES W Q �S 5 WIDE CONCRETE GRADE TO DRAIN TO SIDEWALK LEAVE -OUT - PRIOR TO CONSTRUCTION AND IS SOLELY RESPONSIBLE FOR ALL DAMAGES O m SIDEWALK LEAVE -OUT - SIDEWALK LEAVE -OUT - HARVEY ROAD TO EX UTILITIES DUE TO ANY CONSTRCCfION ACTIVITY. V Z GRADE TO DRAIN TO GRADE TO DRAIN TO -�2s8, TxDOT R.O.W. DITCH GRADE TO DRAIN CH ,�2s�_ 120' RI Q O TxDOT R.O.W. DITCH '`-- T•B.M_ �1 TxDOT R.O.W. DITCH ( _ TxDOT R.O.W. DITCH El EV. AAA, \ G � Q GATEWAY PARK SUBDIVISION o m LOT 2, BLOCK ONE PLAN _ (VOLUME 2541, PAGE 235) N®RTH DRAINAGE in EASEMENT a J 0 20 40 6' HIGH WOOD FENCE �(-FF DETAIL SHEET , �---- SCALE: 1" = 20' VARIES `� ~ �� 72.1) N6' (MIN) 12 3/4 CHAMFER 1 3 4" CHAMFER �...�,� / "_-__ # PAVEMENT I 12" 1.19% ..�► 4- 4 BARS Q 60* REINFORCEMENT 4-#4 BARS r\v •��T ,�►, �� T/C=257.14' (SEE DETAIL SHEET 72.2 rrl�iv��I� i .; ) . REINFORCEMENT I.tJ 00,,000 I �! Co STAMPED/COLORED x : ♦ _ (SEE DETAIL SHEET C2.2) WOO•� o I STONE FACADE (AS �� co Z � o 2.5 % I I I " I - . d ° DIRECTED BY OWNER) 1 _ I w Z +to Q .,,...� • C=256.86' MATCH NEW PAVEMENT EXISTING ° da�.°ag `6 /!/ / EXISTING EXPANSION JOINT w/DOWELING �./ Q - - - - ♦ - - - TO EXISTING PAVEMENT GRADE �`'� SEE DETAIL SHEET C2.2)GRADE ds t o ELEVATION & GRADE EXISTING ( °' EXPANSION JOINT w/DOWELING o �s FLUSH CONCRETE /� d . �� d' j� (4. SEE DETAIL SHEE 172U U.2) T/C-256.21' 1 DRAINAGE ��� ,.a d,.- / #4 BARS @ 16 O.C.E.W. /i,�./ice T/c^ 256.84' STRUCTURE v • Z `���� ni P. P. \\\ #4 BARS @ 16 O.C.E.W. d: 255 '.-�---_ _._...--- ` -_ --- ♦,_�: - 4 BARS @ N . d. .� 255--"'"-' _ :. # I^ 4 y '.► _ ='� �A_:g :.e. 12'' O.C.E.W. #4 BARS @ - -- 5 .: EXISTING CONCRETE o , 12 O.C.E.W. +�/ J 4DRIVEWAY APRON Z d` ° 12" z � , . d 255 -� �. �. �.. - d •. 12" • d RETAINING WALL SECTION (TY 1) rl--N RETAINING WALL SECTION r2i HARVEY ROAD EAST " S.H. No. 30 (120' RIGHT-OF-WAY) N.T.S. N.T.S. _ w w� Q Z j IQ- Q CI w Z !x u) � in Q �..z v F- T W w 00 1 (D w 1 I _ -- 161 Q V- J 1 w Z �- (0O C-4 w 00 Q m is REVIEWED FOR COMPLIANCE MAY 2 8 2013 i COLLEGE: STATIO ENGINEERING CLIENT INFORMATION CENTRAL TEXAS HARVEY INVESTMENTS, IlLC c/o SANH TRINH 4405 REGAL OAKS DR COLLEGE STATION, TEXAS 77845 OFF: (979) 575-4545 FAX: (979) 823-5196 EMAIL: samtrinh@verizon.net I FILENAME: 0400GPlA I SCALE: 1 "=20' SUBMITTED DATE: MAY 20, 2013 DRAWN BY: R.A.M. CHECKED BY: R.A.M. FIELD BOOK: N/A PAGES: N/A Ii RME CONSULTING ENGINEERS! CLIENT NO. PROJECT NO. ?37 - 04.00 ■ 2 SHEE I6 OF 12 PLAN NOTE: HARVEY ROAD EAST LOT 1R, BLOCK ONE 1 REFER TO SHEET C0.1 & CO.2 FOR (VOLUME 2541, PAGE 235) EROSION CONTROL AND misc. u —m CONSTRUCT ON NOTES. < NO.AN 7607 EASTMARK DR., STE. 250. <77840> "X" MARKED IN100-YR FLOODPLAIN PER 2. REFER TO SHEET C1.2, C1.3, C2.2, & POSTOFFICE BOX 9253 N 43*58'07" E 200.99' CONCRETE -N- 4-2`3311-1"_E� 260.00 LOMR CASE No. RTH COLLEGE STATION, TEXAS 778�[; 2 01-06-356P 0 20 40 C2.3 FOR GRADING AND DRAINAGE EMAIL: civil@rmenglneer.com bi EFFECTIVE DATE OF 1/17/02 com —252-- LO Cn CONSTRUCTION DESIGN & DETAILS. - (979) 764-0704 OFFICE < BFE-255.23' I FAX - (979) 764-0704 SCALE: 1" 20' F-4695 3. REFER TO SHEET C1.6 FOR SEEDING REGISTRATIONM 10 TEXAS FIRM AND SODDIA G REQUIREMENTS. jj� (0 ul�� v- SURVEYOR FF FF FF FF FF FF FF FF KERR SURVEYING, LLC FF FF FF FF FF T.B.M. JL ISQUARE CHISELED IN CURB INLET 505 CHURCH STREET FF i nt- k7cln nM THE CnHTU ClnC' nC' UAD%/C*V Dr%An .,(VOLUME 4227, PAGE 274 COLLEGE STATION, TX 77841 4- (SH No. 30)l CURB INLET LOCATED IN THE 4- i OFF: (979) 268-3195 SAW CUT & REMOVE APPROXIMATE "MIDDLE OF SUBJECT TRACT. EXISTING CURB Fi-P 7B r_lP§j z (ELEV. �258.16'-NAD 83) FAX: (979) 691-8904 AS REQUIRED EROSION CONTROL LEGEND TYPICAL INLET PROTECTION APPROXIMATE LOCATION OF FILTER FABRIC FENCE z CONTRACT SHALL PLACE SILT BARRIER - PLACED AT 8" PUBLIC WATER LINEFF/ (REINFORCED FFF MAY BE REQ'D FENCING UNTIL ADEQUATE ALL INLETS UNTIL GROUND IN THESE AREAS) N/ N% MEASURES ARE IN PLACE TO COVER HAS BEEN REB < REINFORCED FILTER FABRIC FENCE KEEP SILT FROM ESTABLISHED .......... DISCHARGING INTO DRIVE u AND/OR CREEK STABILIZED CONSTRUCTION ENTRANCE V) COMPACTED WASTE 2000 30' PRIVATE ACCESS 4'x7' BOX CULVER1 ---X MARKED IN CONCRETE 4'x7' BOX CUL ERT N 31'40'16" W SYMBOL & LINE LEGEND 4.68' 4'x7' BOX CULVERT Z6 "X" MARKED IN 4'x7' BOX CULVERT m CONCRETE LIGHT POLE 4'x7' BOX C ULVER� L 1: ......... FF SPRINGER'S FRONTAG� LOT 1 PLAN NOTE: HARVEY ROAD EAST LOT 1R, BLOCK ONE 1 REFER TO SHEET C0.1 & CO.2 FOR (VOLUME 2541, PAGE 235) EROSION CONTROL AND misc. u —m CONSTRUCT ON NOTES. < NO.AN 7607 EASTMARK DR., STE. 250. <77840> "X" MARKED IN100-YR FLOODPLAIN PER 2. REFER TO SHEET C1.2, C1.3, C2.2, & POSTOFFICE BOX 9253 N 43*58'07" E 200.99' CONCRETE -N- 4-2`3311-1"_E� 260.00 LOMR CASE No. RTH COLLEGE STATION, TEXAS 778�[; 2 01-06-356P 0 20 40 C2.3 FOR GRADING AND DRAINAGE EMAIL: civil@rmenglneer.com bi EFFECTIVE DATE OF 1/17/02 com —252-- LO Cn CONSTRUCTION DESIGN & DETAILS. - (979) 764-0704 OFFICE < BFE-255.23' I FAX - (979) 764-0704 SCALE: 1" 20' F-4695 3. REFER TO SHEET C1.6 FOR SEEDING REGISTRATIONM 10 TEXAS FIRM AND SODDIA G REQUIREMENTS. jj� (0 ul�� v- SURVEYOR FF FF FF FF FF FF FF FF KERR SURVEYING, LLC FF FF FF FF FF T.B.M. JL ISQUARE CHISELED IN CURB INLET 505 CHURCH STREET FF i nt- k7cln nM THE CnHTU ClnC' nC' UAD%/C*V Dr%An .,(VOLUME 4227, PAGE 274 COLLEGE STATION, TX 77841 4- (SH No. 30)l CURB INLET LOCATED IN THE 4- i OFF: (979) 268-3195 SAW CUT & REMOVE APPROXIMATE "MIDDLE OF SUBJECT TRACT. EXISTING CURB Fi-P 7B r_lP§j z (ELEV. �258.16'-NAD 83) FAX: (979) 691-8904 AS REQUIRED EROSION CONTROL LEGEND TYPICAL INLET PROTECTION APPROXIMATE LOCATION OF FILTER FABRIC FENCE z CONTRACT SHALL PLACE SILT BARRIER - PLACED AT 8" PUBLIC WATER LINEFF/ (REINFORCED FFF MAY BE REQ'D FENCING UNTIL ADEQUATE ALL INLETS UNTIL GROUND IN THESE AREAS) N/ N% MEASURES ARE IN PLACE TO COVER HAS BEEN REB < REINFORCED FILTER FABRIC FENCE KEEP SILT FROM ESTABLISHED p n, 1:4 LVE 4 > ui Lp MARK I DATE I DESCRIPTION GUY WIRE ANCHOR 2.064 ACRES cly co%),' MW GAS PIPELINE RISER CONCRETE WASHOUT .1Mwv WATER VALVE SUBSTANTIALLY LOCATED WHERE REQUIRED co I: A 00 -,Swm WATER METER BY CONTRACTOR MDCV DOUBLE CHECK VALVE COMPLETE 0- Cq ID Ev ELECTRIC VALVE ISSUED FOR CONTRACT SHALL PLACE SILT X25 ` 4) BV BALL VALVE FENCING UNTIL ADEQUATE ®EM ELECTRICAL TRANSFORMER CONSTRUCTION MEASURES ARE IN PLACE TO 90 ®GM GAS ME -MR KEEP SILT FROM QMH MANHOLE 11/24/10 DISCHARGING INTO DRIVE OC -0. CLEANOUT AND/OR.CREEK cgFH FIRE HYDRANT CONSTRUCTION DRAWINGS FF FF F 0-M TELEPHONE PEDESTAL ISSUED PRIOR TO THIS .4 4 Al AREA INLET BE DATE ARE REPLACEDBY 12 S.F. OF ROCK RIP -RAP NOT SAW CUT & REMOVE EXISTING CURB TION BOX 14 EpB JUNCTION THIS SET & SHOULD'I AS REQUIRED & PAVEMENT w/FILTER FABRIC & Z 0-4AL I- � - � - 11 lz ob AREA LIGHT (GROUND) BE USED 12 S.F. OF ROCK RIP -RAP COORDINATE THIS WORK w/ADJ. DISCHARGE POINT - 6"0 12 S.F. OF ROCK RIP -RAP CONSTRUCT] 4 0 PB FIXED PIPE BOLLARD '25,7— 2k w/FILTER FABRIC & 4- LANDOWNER TO MINIMIZE DISRUPTION TO 8"0 STONES (20 LB w/FILTER FABRIC & AN.4 SEWER CURB INLET ANHGLE'- TO SERVICES MINIMUM) DISCHARGE POINT - 6"0 DISCHARGE POINT - 6"0. BUILDING SETBACK LINE '- . 1 -1 TO 8"0 STONES (20 LB R`259.AO TO 8"0 STONES (20 LB 4 SAN. SEWER PROPERTY LINE F/L.(N APPROXIMATE LOCATION OF ANH LE . k== 9.. MINIMUM) MINIMUM) z EASEMENT LINE F/L(W)=254,85!.- 8" PUBLIC SANITARY MANHOLE = 0 R 256.41' SEWER LINE P.U.E. PUBLIC UTILITY EASEMENT B M T �L__­- 2 4. 83 4 -4 -W F.H. sg-- /8"SS "8"SS 81ISS 8"SS 8'*SS SS 8"SS 8"SS 8SS ss ---258— M.H. 15 P.U.E. IM -H. .4- FF FF F FF FF Fr_ FF FF FF FF -F FF 11!116!�111�"-4nnFF FF FF OWN( FF FF Fil 111 11111 1 11 11 1 1 FF F., I UT FF E HE X 'm &HE— AS --OHE — UT UT T.P. UT I.R. — E- --2-58 z/8" R (1122/813) APPROXIMATE LOCATION 30 S.F. OF ROCK RIP -RAP -1-5-0 RCP '01`�TEtEPHGNE LIffE_ < --256— w/FILTER FABRIC -=-2� 57-- w w w w w w w _W__Ww w w w w w w w = w -z:= W-- DISCHARGE POINT - 6"O - w - - w - - w w w TO 8"0 STONES (20 LB. - s ry CYP 1. --258— APPROXiM­A-TE-LGGATJON. OF MINIMUM) l CALL BEFORE YOU DIG 4" ATMOS GAS LINE TEXAS ONE CALL SYSTEM APPROXIMATE LOCATION OF 1-800-245-4545 12" PUBLIC WATER LINE -HARVEY ROAD EAST S.H. No. 30 (AT LEAST 72 HOURS PRIOR TO DIMING) WARNING!!: THE CONTRACTOR IS TO LOCATE ANY AND ALL UTILITIES `259, (120RIGHT-OF-WAY) PRIOR TO CONSTRUCTION AND IS SOLELY RESPONSIBLE FOR ALL DAMAGES TO EXISTING UTILITIES DUE TO ANY CONSTRUCTION ACTIVITY. GATEWAY PARK SUBDIVISION LOT 2, BLOCK ONE (VOLUME 2541, PAGE 235) VARIABLE WIDTH SHARED ACCESS & PARKING EASEMENT (VOL. 2541, PG. 235) FF FF FF FF FF FF PN%-. P../ N PLAN NORTH 0 20 40 SCALE: 1" = 20' / I"SS a=ss I 8*!SS — w __ w __ w __ w __ w __ w __ w __ w __ w __ w I<- 4FF �f- FF 7 —254— EXISTING CONCRETE DRIVEWAY APRON HARVEY ROAD EAST " S.H. No. 30 (120' RIGHT-OF-WAY) INSTALL (IF NECESSARY) 12"0 DIP DRAIN PIPE 0 LOW POINT TO PROVIDE— ADEQUATE CROSS -DRAINAGE NOTE: DRESS WITH SUFFICIENT 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 T. B. V. #1 ELEV.=258.16' - - I r 12' {MIN) ACCESS STREET CROSS—SECTION —CONSTRUCTION ENTRANCE N.T.S. HAY BALE BARRIER C'E'KinCf CCC' nCTAIII AREA INLET z PLASTIC 18" MIN GEOTEXTILE BAGS FILLED EXISTING LINER WITH SAND OR GRAVEL GRADE TO ANCHOR PLASTIC LINER DE SET HAY BALE FENCE 0%99 -r� 4mls AIAIA�l I­M^&A AREA INLET INLET SILTATION CONTROL N.T.S. 8' MIN EXISTING ELEVATION VIEW SUBGRADE E E/ E I TOP 8'x8' BOTTOM PIT AREA (MIN) GEOTEXTILE BAGS FILED WITH SAND OR GRAVEL TO ANCHOR PLASTIC LINER a PLAN VIEW CONCRETE WASHOUT N.T.S. CRUSHED ROCK .......... DISCHARGING INTO DRIVE u AND/OR CREEK STABILIZED CONSTRUCTION ENTRANCE V) COMPACTED WASTE 2000 30' PRIVATE ACCESS INLET PROTECTION BARRIER (PH 2) EASEMENT & PUE co)) 11 22/8)1� Fl P7B FI P7B SYMBOL & LINE LEGEND M Z6 0 POWER POLE m (DOWNSTREAM) LIGHT POLE p n, 1:4 LVE 4 > ui Lp MARK I DATE I DESCRIPTION GUY WIRE ANCHOR 2.064 ACRES cly co%),' MW GAS PIPELINE RISER CONCRETE WASHOUT .1Mwv WATER VALVE SUBSTANTIALLY LOCATED WHERE REQUIRED co I: A 00 -,Swm WATER METER BY CONTRACTOR MDCV DOUBLE CHECK VALVE COMPLETE 0- Cq ID Ev ELECTRIC VALVE ISSUED FOR CONTRACT SHALL PLACE SILT X25 ` 4) BV BALL VALVE FENCING UNTIL ADEQUATE ®EM ELECTRICAL TRANSFORMER CONSTRUCTION MEASURES ARE IN PLACE TO 90 ®GM GAS ME -MR KEEP SILT FROM QMH MANHOLE 11/24/10 DISCHARGING INTO DRIVE OC -0. CLEANOUT AND/OR.CREEK cgFH FIRE HYDRANT CONSTRUCTION DRAWINGS FF FF F 0-M TELEPHONE PEDESTAL ISSUED PRIOR TO THIS .4 4 Al AREA INLET BE DATE ARE REPLACEDBY 12 S.F. OF ROCK RIP -RAP NOT SAW CUT & REMOVE EXISTING CURB TION BOX 14 EpB JUNCTION THIS SET & SHOULD'I AS REQUIRED & PAVEMENT w/FILTER FABRIC & Z 0-4AL I- � - � - 11 lz ob AREA LIGHT (GROUND) BE USED 12 S.F. OF ROCK RIP -RAP COORDINATE THIS WORK w/ADJ. DISCHARGE POINT - 6"0 12 S.F. OF ROCK RIP -RAP CONSTRUCT] 4 0 PB FIXED PIPE BOLLARD '25,7— 2k w/FILTER FABRIC & 4- LANDOWNER TO MINIMIZE DISRUPTION TO 8"0 STONES (20 LB w/FILTER FABRIC & AN.4 SEWER CURB INLET ANHGLE'- TO SERVICES MINIMUM) DISCHARGE POINT - 6"0 DISCHARGE POINT - 6"0. BUILDING SETBACK LINE '- . 1 -1 TO 8"0 STONES (20 LB R`259.AO TO 8"0 STONES (20 LB 4 SAN. SEWER PROPERTY LINE F/L.(N APPROXIMATE LOCATION OF ANH LE . k== 9.. MINIMUM) MINIMUM) z EASEMENT LINE F/L(W)=254,85!.- 8" PUBLIC SANITARY MANHOLE = 0 R 256.41' SEWER LINE P.U.E. PUBLIC UTILITY EASEMENT B M T �L__­- 2 4. 83 4 -4 -W F.H. sg-- /8"SS "8"SS 81ISS 8"SS 8'*SS SS 8"SS 8"SS 8SS ss ---258— M.H. 15 P.U.E. IM -H. .4- FF FF F FF FF Fr_ FF FF FF FF -F FF 11!116!�111�"-4nnFF FF FF OWN( FF FF Fil 111 11111 1 11 11 1 1 FF F., I UT FF E HE X 'm &HE— AS --OHE — UT UT T.P. UT I.R. — E- --2-58 z/8" R (1122/813) APPROXIMATE LOCATION 30 S.F. OF ROCK RIP -RAP -1-5-0 RCP '01`�TEtEPHGNE LIffE_ < --256— w/FILTER FABRIC -=-2� 57-- w w w w w w w _W__Ww w w w w w w w = w -z:= W-- DISCHARGE POINT - 6"O - w - - w - - w w w TO 8"0 STONES (20 LB. - s ry CYP 1. --258— APPROXiM­A-TE-LGGATJON. OF MINIMUM) l CALL BEFORE YOU DIG 4" ATMOS GAS LINE TEXAS ONE CALL SYSTEM APPROXIMATE LOCATION OF 1-800-245-4545 12" PUBLIC WATER LINE -HARVEY ROAD EAST S.H. No. 30 (AT LEAST 72 HOURS PRIOR TO DIMING) WARNING!!: THE CONTRACTOR IS TO LOCATE ANY AND ALL UTILITIES `259, (120RIGHT-OF-WAY) PRIOR TO CONSTRUCTION AND IS SOLELY RESPONSIBLE FOR ALL DAMAGES TO EXISTING UTILITIES DUE TO ANY CONSTRUCTION ACTIVITY. GATEWAY PARK SUBDIVISION LOT 2, BLOCK ONE (VOLUME 2541, PAGE 235) VARIABLE WIDTH SHARED ACCESS & PARKING EASEMENT (VOL. 2541, PG. 235) FF FF FF FF FF FF PN%-. P../ N PLAN NORTH 0 20 40 SCALE: 1" = 20' / I"SS a=ss I 8*!SS — w __ w __ w __ w __ w __ w __ w __ w __ w __ w I<- 4FF �f- FF 7 —254— EXISTING CONCRETE DRIVEWAY APRON HARVEY ROAD EAST " S.H. No. 30 (120' RIGHT-OF-WAY) INSTALL (IF NECESSARY) 12"0 DIP DRAIN PIPE 0 LOW POINT TO PROVIDE— ADEQUATE CROSS -DRAINAGE NOTE: DRESS WITH SUFFICIENT 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 T. B. V. #1 ELEV.=258.16' - - I r 12' {MIN) ACCESS STREET CROSS—SECTION —CONSTRUCTION ENTRANCE N.T.S. HAY BALE BARRIER C'E'KinCf CCC' nCTAIII AREA INLET z PLASTIC 18" MIN GEOTEXTILE BAGS FILLED EXISTING LINER WITH SAND OR GRAVEL GRADE TO ANCHOR PLASTIC LINER DE SET HAY BALE FENCE 0%99 -r� 4mls AIAIA�l I­M^&A AREA INLET INLET SILTATION CONTROL N.T.S. 8' MIN EXISTING ELEVATION VIEW SUBGRADE E E/ E I TOP 8'x8' BOTTOM PIT AREA (MIN) GEOTEXTILE BAGS FILED WITH SAND OR GRAVEL TO ANCHOR PLASTIC LINER a PLAN VIEW CONCRETE WASHOUT N.T.S. CRUSHED ROCK RUMBLE,T_ 0 WASTE MATERIAL OR Li V) COMPACTED WASTE 2000 SUBGRADE a. x EXISTING GROUND 000 COMPACTED FILL M SEE DETAIL $PAID BURIED 6" BELOW GRADE m (DOWNSTREAM) 18" MIN (UPSTREAM) a IIIII,SSL zV) F_ I- w < uj X OZ CL D _j (n D z of I Z) 0 0 0 METAL 'IT" POST E uj ui <O WIRE MESH FENCE iE z > F__ < 0 < it (ATTACHED TO POST) 0 Z 0 w FILTER FABRIC u- UJI > >_ 2� uj 0 (ATTACHED TO WIRE FENCE)x F= Z z WI,_� 0 0 Cn I V) (0 C,,4 0CI 0 <V 00 11E SILT FENCE ui m TOGETHER AT JOINTS WITH NYLON CORD ........... ........... ........................... . . . . . . . . . . . . . . . . . . . . . . . ... ............. .................................................. COMPACTED FILL EXISTING GROUND CLIENT INFORMATION 11 CENTRAL TEXAS HARVEY INVESTMENTS, LLC c/o SANH TRINH 4405 REGAL OAKS DR I. COLLEGE STATION, TEXAS 7�7845 OFF: (979) 575-4545 FAX: (979) 823-5196 EMAIL: samtrinh@verizon.net FILENAME: 0400EClA I SCALE: 1-L20' T - SUBMITTED DATE: AUGUST 25, 20(10 DRAWN BY: R.A.M. CHECKED BY: R.A.M. FIELD BOOK: N/A I PAGES: N/Aj I[ RME CONSULTING ENGINEERS CLIENT NO. PROJECT NO. 237 — 04qj0 100 SHEET 40F 1? 3i -3-24 5 3' LONG METAL 'IT" 24" HIGH SILT FENCE, AS 0 10' SPACING MANUFACTURED BY SILT O.C. (MAX) STOP OR EQUIVALENT EXISTING GROUND 000 COMPACTED FILL ��%�/ / /WIRE & SILT FENCE SEE DETAIL $PAID BURIED 6" BELOW GRADE (DOWNSTREAM) (UPSTREAM) SIDE VIEW NOTE: INSTALL ALL EROSION CONTROL MEASURES IN SILT FENCING ACCORDANCE WITHB/CS STANDARD DETAIL N.T.S'. SWPPl-03 CLIENT INFORMATION 11 CENTRAL TEXAS HARVEY INVESTMENTS, LLC c/o SANH TRINH 4405 REGAL OAKS DR I. COLLEGE STATION, TEXAS 7�7845 OFF: (979) 575-4545 FAX: (979) 823-5196 EMAIL: samtrinh@verizon.net FILENAME: 0400EClA I SCALE: 1-L20' T - SUBMITTED DATE: AUGUST 25, 20(10 DRAWN BY: R.A.M. CHECKED BY: R.A.M. FIELD BOOK: N/A I PAGES: N/Aj I[ RME CONSULTING ENGINEERS CLIENT NO. PROJECT NO. 237 — 04qj0 100 SHEET 40F 1? 3i -3-24 5 PLAN NOIES: 4'x7' BOX CULVERT230 L.F. OF 2-4" PVC CONDUIT (GREY) 'R TO SHEET CO.1 CO.2 FOR LOT 1 R, BLOCK ONE w/PULL STRING FOR SECONDARY 1 . REFER X MARKED IN 4'x7' BOX CULVERT 541, PAGE 235) ELECTRIC SERVICE (36" MIN. COVER) ffil CONCRETE UTILITY AND MISCELLANEOUS W CO MAINTAIN 24- (MIN) HORZ. SEP/_xm/-xIIuI 0"' N CONSTRUC11ON NOTES. N 31 "40'16" W dl [14 lw/ALL OTHER UTILITIES. Sk PLACE IN 4'x7' E30X CULVERT �i N PLAN 7607 EASTMARK DR., STE. 252 <7784 > 4.68' :;z - SEPARATE DITCH "X" MARKED IN af 2. REFER TO SHEET C2.2 & C2.3 FOR POST OFFICE BOX 9253 N 43*58'07" E 200.991 CONCRETE N 42*33'11",E 260.00" 228 L.F. OF 8" PVC NORTH COLLEGE STATION, TEXAS 77842 4!x7' F30X CULVERT 0 20 40 MISCELLANEOUS DETAILS. EMAIL: civil@rmengineer.com "X" MARKED IN (C909' C LASS 200) FIRE CONCRETE 305 L.F. OF 2" C5 Ld 350 L.F. OF 2-3" PVC OFFICE - (979) 764-0704 PROPOSED 24"0 STORM ELECTRIC METER in V) WATER LINE (48- MIN. POLYETHYLENE gn < 3. THE CONTRACTOR SHALL BE 4'x7' BOX CULVERT r%,Ipr ^ A SEWER SEE SHEET C-1.9 2000 AMP SERVICE CONDUIT (GREY) w/PULL SCALE: 1" 20' FAX - (979) 764-0704 r E_ GAS SERVI�E STRING FOR PHONE & CABLE RESPONSIBLE TO ENSURE THAT ALL TEXAS FIRM REGISTRATION No. F-46,65 120/208 - 3 PHASE- w/24" MIN. COVER IMPROVEMENTS so SURVEYOR (36" MIN. COV AS DIRECTED BY UTILITY TRANSFORMER & EXISTING IMPRO (MANHOLE LID SPRINGER'S FRONTAGE APPROXIMATE UTILITY I VAULTS, TRAFFICBOXES, ETC...) ARE KERR SURVEYING, LLC COMPANYPAD (FURNISHFED 505 CHURCH STREET ENTRY POINTS ILLUSTRATED THAT THEY ARE FLUSH LOT 1 ADJUSTED SO (VOLUME 4227, PAGE 274) REF. M.E.P. DRAWINGSr� BY Coc's WITH THE NEW SIDEWALKS AND COLLEGE STATION, TX 77841 L& J.B. FOR EXACI LO(;AIIQN &I r—_ -i_ =__--_________ — — — — — — — — — — - 0 — — — — — — — — — — — — — -- PAVEMENT. OFF: (979) 268-3195 $PECIFICATIONS1 -- - - - - - - - - - - - - - - - - - - - - - - - - --- - v — 0 FAX: (979) 691-8904 —UE— — — —UE— —UE— — — —UE— — — — UE — — — —UE— — — —UE— — — —UE— — — —UE— — —UE — — LfT, A.I. �:::UE - - - —OAS— —OAS GAS _/ w — T.B.M. SQUARE CHISELED IN CURB INLET M arw I 4OW LOCATED ON THE SOUTH SIDE OF HARVEY ROAD I 1� 3 -Al rx7!;— T A/U HAU�S (SH No. 30). CURB INLET LOCATED IN THE A.L. A.L.11711 F-1 I F-1 M r --i r-1 F-1 X A _rw A_ L. 30' PRIVATE ACCESS I _yj A. L. A.L. A.L. APPROXIMATE MIDDLE OF SUBJECT TRACT I V (ELEV. 258116' -NAD 83) EASEMENT & PUE (1122/813) L.P.L.P. C%4 SYMBOL & LINE LEGEND 209 L.F. OF 4- PVC (SCH so POWER POLE I ( T LIGHT POLE 40) WATER SERVICE (24" MIN. COVER) GUY WIRE ANCHOR BAYMONT INN & SUITES L RW GAS PIPELINE RISER DETAIL V. - p --1 00 wv WATER VALVE TRANS.7 F.F.F.F.-259.00' IV) PAD Z WATER METER W BUILDING FOOTPRINT 11,857 SQ.FT. 0 N Dcv DOUBLE CHECK VALVE k m6 _%AlAV q4' SEPARATION 4 ' X7 x7 ' E30> OX 477 B 17+ IA SC� Y(124 COVER) _3� 'j'j z_'ju ow.1- I. TWO_ V11%; I PRIVATE FIRE & DOMESTIC LINE EXTENSION: nDnCC A z r- e) r- n q, n c" -r / "r\vO.- AREA = T MARKI DATE DESCRIPTION I if st 5; Lj U-) Ev ELECTRIC VALVE 1-8"x 8" (MJ) TEE STANDARD"42$ to 8" -FIRE 0 IFC CONSTRUCTION TYPE VB C IFF 6z 4bi3v BALL VALVE 0 4j 2-8- (MJ) GATE VALVES & BOXES CLEANOUT mo F.F.=259.40' /L D\e f�Em ELECTRICAL TRANSFORMER SUBSTANTIALLY LF =254.90' -Xil I - I V) (-) a)GM GAS METER 10' P.U.E.iv 1-8" (MJ) ISOLATION VALVE w/AMPRO, YO MH COMPLETE (9903/184) 6nj MANHOLE ISO. 1-8% 4" (MJ) TEE LOCKING LID (LL562) A.L. AID PLACE ISO. VALVE A. L. j>A.I Al. A 4L lic-0- CLEANOUT ww CID EDGE OF EASEMENT 1-4" (MJ) GATE VALVE & BOX N Aw- It FIRE HYDRANT 10DUCLO - r_w I WALK -p- LLI 0 OWN " I 2 DOMES C METER i C-4 fill 10 K 1 < 07p TELEPHONE PEDESTAL 10' JWAL� I 1 1 1 1 0 < t L= i- =:� _j 0 CONSTRUCTION C4 1 1 i i j I i i i I 1 1 C-7 > ❑ A[ AREA INLET 1 IRRIGATION METER I I i F.D.C. IF JUNCTION BOX 5120113 1 AL AREA LIGHT (GROUND) T F.H. 1414 0 P8 FIXED PIPE BOLLARD CONSTRUCTION DRAWINGS PLACE METERS AT EDGE OF P.U.E. AS J/ PUBLIC WATER LINE EXTENSION I CURB INLET ISSUED PRIOR TO THIS FAR AS PRACTICAL 00 1-8"x 6" (MJ) TEE CANOPY 100 L.F. OF r:>" PVC 11 1 BUILDING SETBACK LINE DATE ARE REPLACED BY� 6" (SDR -26, D3034) 'Tr7FR .43, _7 1-8- (MJ) GATE VALVE & BOX i(CLEARANCE=14'0-)l SEWER @ 2.00% SLOPE 2 PROPERTY LINE THIS SET & SHOULD NOT 0 1-6- (MJ) GATE VALVE & BOX kAlki ("nXIC-P) FREE=STANDING EASEMENT LINE BE USED FOR SAN. SEWER 1FREE--S MANHOLE 001 1 -STANDARD FIRE HYDRANT 11 11 1113 1 (24" FDC w/58 L.F. OF 2 1/2" P. U7E. PUBLIC UTILITY EASEMENT CONSTRUCTION. R--259.40' _j ASSEMBLY CPVC (D1784) FILL LINE F/L(NW)=249.80' 6" DEEP SERVICE UTILITY DEMAND SUMMARY - OF DETAIL #2 Tl FROM BUIL41NQ TQ FDC ........ 'j F/L(W)=254.85- CONNECTION '1111 VC 41 SLOPE —` E CE ON] -P4(E L 30 P 4=449-� F/L=252. SAN. SEWER uj PEAK APPROXIMATE LOCATION OF MANHOLE AVG. (x4.0) USE z Lp L.P.*p) I I SEWER (gpd) 3,096 1-2,38-4 jo 0 ;0 8" PUBLIC SANITARY L.P. PROPOSED 6' L.P. PROPOSSIED 665' SEWER LINE P.A.E./ P.A.E. G.M.- II1i FAA -247.80' WATER (gpm) 29 115 Le T •: s IRRIGATION (gpm) 45 45 F.H. M.H. 's 's L.P. 811F 8"ss 3w T 811ss F _UE — — — — UE — — — — UE — — — — UE — — — — U -- ----UE---- — — — — UE— —UE 15' P.U.E. F_ NOTES: M.H. < 17— LAILK L F= 6'l WAItl K 1 F.H. k" �K 1 1 , I L_ 1 1 1& L 1. PEAK WATER SHALL BE HE 1 6 IWAUK -nu L --GH= 1--GHE Ir Qwr el in DETERMINED BY THE BUILDING — — — 75HE _K — QHF ')HE ----OHF Un i_= T.P. T.P — UT — — — — — CODE - FIXTURE COUNT METHOD "2j2q9j233&W— Ul__—� —J.LTGks UT UT — — — — UT -OHE -46A --ORE --eHE — — — ONE T UT Aw UT GAS - p p — — — __= of UT UT 20' P. POWER POLE w/3 I.R. FOR THIS NEW RESTAURANT FACILITY. AS GAS METER (BY ATMOS) FAPP=ROXIMATE LOCATION OF RIGID IMC CONDUIT (1122/813) N A A A A A rvm 'Zllr_mvI < OF TELEPHONE LINE lk�r_ I't) 0 RCP (REF. MEP PLANS FOR w w w w PRESSURE & LOAD DATA) w -- w -- w -- w w w -- w -- w -_ w -_ W -- W -- W -- w -- w -- w -- w w w w w w w w -_ w -_ w -_ w APPROXIMATE LOCATION OF 4" ATMOS GAS LINEJ 293 L.F. OF 3-4" PVC CONDUITI APPROXIMATE LOCATION OF (GREY) W/PULL STRING FOR PRIMARY 12" PUBLIC WATER LINE -i HARVEY ROAD EAST S.H. No. 30 ELECTRIC SERVICE (48" MIN. COVER) (120' RIGHT-OF-WAY) MAINTAIN 24- (MIN) HORZ. SEPARATION w/ALL OTHER UTILITIES T.B.M. Ll & PLACE IN SEPARATE DITCH *—ELEV.=258.16 A 4 r w GATEWAY PARK SUBDIVISION LOT 2, BLOCK ONE (VOLUME 2541, PAGE 235) 360 N PLAN VARIABLE WIDTH SHARED _358 -- ACCESS & PARKING EASEMENT 0 20 40 (VOL. 2541, PC. 235) SCALE: 1" = 20' 356 354 tf?ASS— au&s 8!!ss 352 w __ w w w w w w w w __ w NON -E 350 EXISTING CONCRETE DRIVEWAY APRON HARVEY ROAD EAST " S.H. No. 30 (120' RIGHT-OF-WAY) 328 O' 10' DETAIL #1 HORZ. 1"=10' VERT. 1"=2' 20' 30' 8" PVC (C900, CLASS 200) FIRE WATER LINE (48" MIN. COVER) 10' 220, DETAIL #2 HORZ. 1"=10' VERT. 1"=2' 360 358 356 354 352 19 1111111119101 myz-] 2. SANITARY SEWER AVERAGE w DAILY FLOW WAS DETERMINED By < THE B/CS METHOD 2 - LAND USE CALL BEFORE YOU DIG DETERMINATION. TEXAS ONE CALL SYSTEM 1-800-245-4545 x 3. EXISTING GROUND(W_ DEMAND IS THE T011 X Ci w (AT LUST 72 HOURS PRIOR TO DIGGING) WARNING!!: THE CONTRACTOR IS TO LOCATE ANY AND ALL L71LITIES PEAK DEMAND m C/L OF WATER < > 0 PRIOR TO CONSTRUCTION AND IS SOLELY RESPONSIBLE FOR ALL DAMAGES TO EXISTING UTILITIES DUE TO ANY CONSMUMON ACTIVITY. w-- I- x ESTIMATE VERIFIED AND BY THE — > __j o z m I>- :D M Li Z -j 0 W (n -a I-U- w U) 6 -Lu QO 00 > 00 Fz w < 0 + CD, < OX 2 w < w m (D x In p +_w OQ 0 _jw Oa.. < ob 0 p U) �_Q-+ _R I -��--O---APPROXIMATE­ w Z LOCATION OF Ox PROP SED ELECTRIC bo 4 6" PVC (C909, CLASS FIRE WATER LINE J—I I— I--'200) MIN. COVER) O Nj 31.44 L.F. 0 F —N­ON--STR­U­CTlJ RAL -I3ACK­FI-I TRUCTUR`_AL__UACKFf�LE_' 0 Co O r_ + "0 ±10 + 7,) 04 11--N- to- �tn_ 04 -Z— L-)_ AD ------- C1.0) 10 Csl- 11 EL > > > > O' 10' DETAIL #1 HORZ. 1"=10' VERT. 1"=2' 20' 30' 8" PVC (C900, CLASS 200) FIRE WATER LINE (48" MIN. COVER) 10' 220, DETAIL #2 HORZ. 1"=10' VERT. 1"=2' 360 358 356 354 352 19 1111111119101 myz-] 2. SANITARY SEWER AVERAGE w DAILY FLOW WAS DETERMINED By < THE B/CS METHOD 2 - LAND USE CALL BEFORE YOU DIG DETERMINATION. TEXAS ONE CALL SYSTEM 1-800-245-4545 3. IRRIGATION DEMAND IS THE T011 X Ci z 0 x V) LLJ (AT LUST 72 HOURS PRIOR TO DIGGING) WARNING!!: THE CONTRACTOR IS TO LOCATE ANY AND ALL L71LITIES PEAK DEMAND AND IS ANm < > 0 PRIOR TO CONSTRUCTION AND IS SOLELY RESPONSIBLE FOR ALL DAMAGES TO EXISTING UTILITIES DUE TO ANY CONSMUMON ACTIVITY. ESTIMATE VERIFIED AND BY THE SHOULD BE IRRIGATOR. o z m I>- :D Lr U) F— —0 1— 1 8 CoCS ELECTRICXL NOTES: CIS U) 10 P <� Lj V) ui ui 0 m Z > O 1. THE CONTRACT C SHALL INSTALL THE PRIMARY AND LIJ I - SECONDARY ELECTRI( AL CONDUIT PER COLLEGE STATION cr- UTLITIES (CSU) SPECT I ICATIONS AND DESIGN. < Z V) M 0 2. THE CONTRACTOR SHALL BE RESPONSIBLE TO EXTEND > LL_ ALL NEW CONDUIT FROM EXISTING STUBS OR DESIGNATED W > 0 I - TRANSFORMERS (OR OTHER EXISTING DEVICES)- z < g 0 3. THE CONTRACTOR LL ALL ELECTRIC DEVICE m PADS AND/OR FDOTIP�GS (I.E. TRANSFORMERS, PULL BOXES, Ld -;WITH _CSU SPECIFICATIONS AND ETC...) IN I >_ I -i ACCORDANCE WI 0 DESIGN DATA. 0 4. THE CONTRACTOR SHALL INSTALL PULL BOXES IN m ACCORDANCE WITH CSU SPECIFICATIONS AND DESIGN. PULL I BOXES SHALL BE PROVIDED BY CSU. ZREVIEWED F0 0 COMPLIANCE:� MAY 282013 COLLEGE FsTN1,10114 1 36" L ENGINEERING I TYPICAL FIXED CLIENT INFORMATION PIPE BOLLARD CENTE ED I OF C. CENTRAL TEXAS HARVEY INVESTMENTS, LLC TYPICAL FREE— c/o SANH TRINH STANDING F.D.C. 4405 REGAL OAKS DR w/2'x2' CONCRETE­*� COLLEGE STATION, TEXAS 77845 PAD OFF: (979) 575-4545 FAX: (979) 8223-5196 2 1/2- CPVC (D1784) EMAIL: samtrinhOvedzon.net FILL LINE FROM 3FILENAME: 0400UPlA I SCALE: 1 "=20' BUILDING TO FDC I SUBMITTED DATE: MAY 20, 2013 (ROUTE VARIES) I DRAWN BY: R.A.M. .. ...... ..... 3: CHECKED BY: R.A.M. I FIELD BOOK: N/A PAGES: N/A .... .. RME CONSULTING ENGINEERS w w CLIENT NO. PROJECT N6. 917 n4no .TYPICAL FDC FILL LINE _SCHEIVIATIC_ ■ N.T.S. -7 Htt I Or WRINILWIJAWR wul=m WA4K `i s.. 'F 1 ...�' \ / :i i : • I NOW OR FORMERLY HARVEY RDAD_n-ST_ I / vn WATER METER / 7' BOX CULVERT / LANDMARK ACQUISITIONS I, LTD. LOT 1 R, BLOCK ONE -- UT GAS GASUT - UT � _ UT =GAS J'- .'/ IN (VOLUME 4521, PAGE 168) (VOLUME 2541, PAGE 235) � (1122/813) APPROXIMATE LOCATION ---""'MARKED CONCRETE BOX CULVERT (4'x7' CALLED: 8.158 ACRES ZONED: C -N 0z N OF TELEPHONE LINE er, �Y� r 31'40'16" W = ==_= PLANTER BED �M N Qyj NZ 0_ Ld Nw z PLANTER BED 4.68' BOX CULVERT �A�>•= "X" N1 it j �! � -BAY FRON`f LOADING DUMPSTER �p : ''��''A N 43'58'07" E 200.99' MARKED INPAD CONCRETE _ N 42'33'11" E - 260.00' w/8' HIGH SCREENING WALL "X" X CULVERT ""-"-'- -' '� ---- - - - - -�-� (VOLUMEPAGE 274) - - - - HFA (MATCH FACADE' OF BUILDING) & MARKED IN CONCRETE = - = = = _ = P.U.E. o w - 2-6' STEEL GATES - S EE ` 4'x7' BOX CULVERT i SOLID SOD AREAS 1�9I�II�c11111=11111®,�me$PQr �=111111=11111=11�III�o�o�P�i Ililil=111111_111111 °�e �u�-,111111-ll�ll�ll�®.a��ual��� w _ �_ .�i�n _ =�t=11 CIVIL SITE NOTE #11 COMMON BERMUDA SEEDED AREAS PLA NOTE: NOW OR FORMERLY DATE DESCRIPTION 1. SHRUBS PLANTED ALONG SUBSTANTIALLY HAR EY ROAD (S.H. No. 30) WILL WRINILWIJAWR wul=m WA4K `i s.. 'F 1 ...�' �� :i i : • I 111"1 n»="m,=»"u- I=31111 IIIE-nnn_nm�=iimt=lnm=ml allot =1p I / vn WATER METER 0 _ (VOLUME QOT, RAGE 274) -6' ME '_GAT- H AS =U OHE - i- - -- UT GAS GASUT - UT � _ UT =GAS J'- .'/ 4) By _ OFFICE - (979) 764-0704 _ � (1122/813) APPROXIMATE LOCATION 15"0 RCP / Z OCH MANHOLE 0z N OF TELEPHONE LINE er, �Y� r _� X00- b PLANTER BED �M N / 0_ Ld Nw z PLANTER BED - w -- .. . •NTA �A�>•= w -- w -- w -- w -- w -- w -- it j �! � 29-BURFORD HOLLY �p : ''��''A ��' • _ 0 f (5 GALLON) @ 3' O.C. - - BUILDING SETBACK LINE (VOLUMEPAGE 274) PROPERTY LINE -------- EASEMENT LINE P.U.E. ZONED: C-1 �� l , Al ` i SOLID SOD AREAS 1�9I�II�c11111=11111®,�me$PQr �=111111=11111=11�III�o�o�P�i Ililil=111111_111111 °�e �u�-,111111-ll�ll�ll�®.a��ual��� _ II 1'i--n�0®�m�la>n��i�ladl=u-�� _ nn•u��.'Al _ �_ .�i�n _ =�t=11 COMMON BERMUDA SEEDED AREAS PLA NOTE: MARK DATE DESCRIPTION 1. - - M.H. PLAN NORTH 0 20 40 SCALE: 1" = 20' •�' '� / I I Cr LP: EXPOSED FACADE=221.42' 4••W PLANTER -BED - - - - 3 +++ 't'a' '+'+'++.'•+.++++`+'+++++` - F.� ; ,:.:. - - ---- -- PLANTER BED + „ , + + + +_ ... + -+_+ _+ + + - I I 4 SEAGREEN JUNIPER ..-.. s Q + + , . . + . . , + + + + + + + + + C9 < u m ++ +,+ .+ . ,.++++++�+++ ++ +`: 7- GE (5 GALLON) ®4' O.C. �, ;+�+;+++++++ +;3oP�av r aces + +`+' 11 PTEXASRSAGD "GREENCLOUD" 11 „ +++ Ii ++ / ..� . TEXAS S ...+ , ++EAS�EMEI�iI ++PWE+ yit22+ 8a3 +EENCLOU 6 -TEXAS SAGE ' GREENCLOUD ++ + + + + )+++ A.I.AIGREENCLOUD � z y,a (5 GALLON ® 4' O.C. "+++,++++ +++++++++ , M a a A ) C,Q (5 GALLON) ®4 O.C. �O o +}(5 GALLON) 4 O.C.�fl - 1 8 -COMPACT NANDINA +++ --- (3 GALLON) ® 3' O.C. �' PLANTER BED 2 -WATER OAKS 12 -TEXAS SAGE HNN SuHrr� >2" CALIPER IN o "GREENCLOUD" 6'x6' TREE WELL +++++++++++++++++++++++++..++++++ o (5 GALLON) @ 4' O.C. ® 24' SPACING ® .+++++++++++.++++++++++++++++.+.+,+++.+++.++.++++++++++,++++ A.L. A.L.A.L. A.L. A.L. 0 PROPOSED 10' ++ \II P.U.E. / M X00 .. .. . • 4 + I i I i I �. . i�S a "2 I .v* - \• .J 4U 10'WAK �� 10'0 K \ \ I 1..'+ I�MF.D.C. T / 000 • . 00 . II / n� =r'I = _ w• - _ 1' +++ + + + + + + + ++ + +++++++++++++ + + + + + +++++++++++++ I �- 3 -WATER OAKS, +++++++++++++++%++ ++�1= li ik / - (>2" CALIPER) IN j I� 6'x6' TREE WELL ICANOPYI _ \; I ; I+++.+++++++++++.+ 5' SPACING = -SEAGR J PER ®1 G (CLEARANCE 14 0 )� PLANTER EEN UNI I I � I PLANTER BED PLANTER • . • • 0 O.C. APPROXIMATE• • • • @• • • • • @- O.C. 8" PUBLIC SANITARY SEE PLAN SEWER LINE 5 -COMPACT NANDINA ��, FL- �__d�dl N2 f tat, £3tT:� - 6') WALK J_ 1 - - - OH (5 GALLON) ® 4' O.C. 11 6 -TEXAS SAGE "GREENCLOUD" (5 GALLON) @ 4' O.C. 11 5 -COMPACT NANDINA �5 (3 GALLON) ® 3' O.C. 11 i#& L.P. PROPOSED 6' P.A.E.I UT - - - -UT - - -UT - -0HE----0HE--- T.P. T.P. - - - - UT - - - PLANTER BED 24-BURFORD HOLLY PLANTER BLS (5 GALLON) ® 3' O.C. 19-BURFORD HOLLY w - - w - - w - - w - w - - w -I- w - - w - SEE PLAN NOTE #1 (5 GALLON) ® 3' O.C. - SEE PLAN NOTE #1 i POWER POLE LIGHT POLE WA4K `i s.. 'F 1 ...�' LK I I ( VALVE I / vn WATER METER 0 _ E- " !R- -6' ME '_GAT- H AS =U OHE - i- - -- UT GAS GASUT - UT � _ UT =GAS J'- .'/ 4) By 20' P.U.E. OFFICE - (979) 764-0704 _ � (1122/813) APPROXIMATE LOCATION 15"0 RCP / Z OCH MANHOLE 0z N OF TELEPHONE LINE er, �Y� r 4FH X00- b PLANTER BED �M N / 0_ Ld Nw z PLANTER BED - w -- w - 27-BURFORD HOLLY w -- w -- w -- w -- w -- w -- w - w -- w -- w -- w -- w - 29-BURFORD HOLLY + +++ (5 GALLON) @ 3' O.C. FIXED PIPE BOLLARD 0 f (5 GALLON) @ 3' O.C. N2 f tat, £3tT:� - 6') WALK J_ 1 - - - OH (5 GALLON) ® 4' O.C. 11 6 -TEXAS SAGE "GREENCLOUD" (5 GALLON) @ 4' O.C. 11 5 -COMPACT NANDINA �5 (3 GALLON) ® 3' O.C. 11 i#& L.P. PROPOSED 6' P.A.E.I UT - - - -UT - - -UT - -0HE----0HE--- T.P. T.P. - - - - UT - - - PLANTER BED 24-BURFORD HOLLY PLANTER BLS (5 GALLON) ® 3' O.C. 19-BURFORD HOLLY w - - w - - w - - w - w - - w -I- w - - w - SEE PLAN NOTE #1 (5 GALLON) ® 3' O.C. - SEE PLAN NOTE #1 i / HYDROMULCH / SEED ALL OTHER / DISTURBED AREAS - +.++ .H M. ++ ++++,+ ++ ++ +++ ++ + + 0+ _ �- i - +'F:H'+ - -@HE- - -G-* T --OHE- - - OHE- _ 'HE - Ur - ur - U7 - - - - UT - - - OUT i/8" I.R. - - - wx -11 - 1 1 111000- w SrroP! 0 o POWER POLE LIGHT POLE ELEC RIC; U,►� TRANSFORMER GAS PIPELINE RISER PADS DelWATER VALVE I / vn WATER METER 0 _ �ocv N COLLEGE STATION, TEXAS 77842 t Z Lu W OBJ ELECTRIC VALVE -�< J U <C o 4) By BALL VALVE OFFICE - (979) 764-0704 OEM / .0 3 V) / Z OCH MANHOLE 0z N CLEANOUT er, �Y� r 4FH X00- b / �M N / 0_ Ld Nw z ❑ I O OFF: (979) 268-3195 J U _ LJ LB 0-4 IL AREA LIGHT (GROUND) + +++ / HYDROMULCH / SEED ALL OTHER / DISTURBED AREAS - +.++ .H M. ++ ++++,+ ++ ++ +++ ++ + + 0+ _ �- i - +'F:H'+ - -@HE- - -G-* T --OHE- - - OHE- _ 'HE - Ur - ur - U7 - - - - UT - - - OUT i/8" I.R. - - - wx -11 - 1 1 111000- w SrroP! 0 o POWER POLE LIGHT POLE GUY WIRE ANCHOR U,►� GAS PIPELINE RISER DelWATER VALVE 7607 EASTMARK DR., STE. 252 <77840> ® WATER METER POST OFFICE BOX 9253 �ocv DOUBLE CHECK VALVE COLLEGE STATION, TEXAS 77842 Z Ev ELECTRIC VALVE EMAIL: civil@rmengineer.com 4) By BALL VALVE OFFICE - (979) 764-0704 OEM ELECTRICAL TRANSFORMER FAX - (979) 764-0704 ®GM GAS METER TEXAS FIRM REGISTRATION No. F-469 SURVEYOR OCH MANHOLE ®c.o. CLEANOUT KERR SURVEYING, LLC 4FH FIRE HYDRANT 505 CHURCH STREET ®rn TELEPHONE PEDESTAL COLLEGE STATION, TX 77841 ❑ I AREA INLET OFF: (979) 268-3195 Q JUNCTION BOX FAX: (979) 691-8904 LB 0-4 IL AREA LIGHT (GROUND) o FB FIXED PIPE BOLLARD 0 f CURB INLET - - BUILDING SETBACK LINE ----T PROPERTY LINE -------- EASEMENT LINE P.U.E. PUBLIC UTILITY_ EASEMENT i SOLID SOD AREAS I (TIF 419 BERMUDA) COMMON BERMUDA SEEDED AREAS PLA NOTE: MARK DATE DESCRIPTION 1. SHRUBS PLANTED ALONG SUBSTANTIALLY HAR EY ROAD (S.H. No. 30) WILL T LEAST 24" AT PLANTING AND WILL BE AT LEAST 36" AT COMPLETE THE END OF ONE YEAR AND WILL CREATE A SOLID HEDGEROW. ISSUED FOR CONSTRUCTION 5/6/13 I MAY 21 2013 DEVELOPMENT SERVICES PLAT FILED: 1. FRAMES SHALL BE HOT # APPROXIMATE LOCATION of - SEE PLAN NOTE 1 ANTER B D DIPPED GALVANIZED. FRAME JIG WELDED - SEE PLAN NOTE 1 #� CALL BEFORE YOU DIG U) 4' ATMOS GAS LINE ------ 6-SEAGREEN JUNIPERONE z N APPROXIMATE LOCATION OF ( ) TEXAS 00- 45L 4545STEM FROM 1 - 3/4 X 1 W X p a 5 GALLON ®4' O.C. a „ f- Q �- vi w HARVEY ROAD EAST S.H. NO. 3O 6' x 6' TREE /4 x Y4 STELL ANGLE Z Q 12" PUBLIC WATER LINE �+ 10 -TEXAS SAGE GREENCLOUD CAT LEAST 72 HOURS PRIOR TO DIGGING) WARNING!!: THE CONTRACTOR IS TO LOCATE ANY AND ALL UTILITIES GRATE (120' RIGHT-OF-WAY) (5 GALLON) ®4 O.C. PRIOR TO CONSTRUCTION AND IS SOLELY RESPONSIBLE FOR ALL DAMAGES Q 0 m i TO EXISTING UTILITIES DUE TO ANY CONSTRUCTION ACTIVITY. 9 -COMPACT NANDINA J Z D z (3 GALLON) ® 3' O.C. LANDSCAPING REQUIREMENTS & SCHEDULE w p' LANDSCAPING NOTES: LANDSCAPING NOTES cont'd: IRRIGATION NOTES: 1/2" NELSON ANCHORS wQ ® 24 A O.C. (TYP) WELDED ~ Q SITE AREA METHOD: FRONTAGE TREES: °::.' 01- 1- Z N Q Z rn O� - SITE AREA=2.06 acres S.H. 30. N FREEWAY ©25 SPC: - 1. THE LANDSCAPE PLAN PRESENTED WAS PREPARED BY RME CONSULTING ENGINEERS 13. ALL SAUCERS SHALL BE SOAKED WITH WATER AND MULCHED IMMEDIATELY FOLLOWING 1. AN AUTOMATIC TYPE IRRIGATION SYSTEM SHALL BE INSTALLED FOR ALL NEW T //`/:' Q p _ u- v i w m' 2.06 acres - 89,734 sqft. © 60 pnts./1000 sqft.: 462 L.F. FRONTAGE/25 - 18.48 TREES (RME). RME IS NEITHER A LICENSED LANDSCAPE ARCHITECT NOR IRRIGATOR. THIS PLANTING. PLANTED AND LANDSCAPED AREAS. THIS IRRIGATION SYSTEM MUST BE INSTALLED (89,734/1000 x 60) = 5,384 pnts. REQUIRED _ 19 TREES PLAN WAS PREPARED FOR THE SOLE PURPOSE TO MEET THE CITY OF COLLEGE STATION PRIOR TO ISSUANCE OF CoCS-CERTIFICATION OF OCCUPANCY. \\\\j/\j' ` ' W `j,J O PROVIDED = 22 TREES CoCS U 14. PRUNING: THIN BRANCHES AND FOLIAGE NOT ALL END TIPS / (60 pnts/1000 sqft for bldg. sqft > 50,000 sqft) ( ) UNIFIED DEVELOPMENT ORDINANCE AND OBTAIN DEVELOPMENT PERMITS. ANY ( ) BY 1 3, RETAINING j�\j�\j\\j a' Q LOIJ (16 CANOPY & 12 NON -CANOPY) CHANGES MADE TO THIS PLAN SHALL BE SUBMITTED TO THE CoCS DEVELOPMENT NORMAL PLANT SHAPE; NEVER CUT EVERGREEN LEADERS. 2. THE IRRIGATION SYSTEM MUST BE PROTECTED BY EITHER A PRESSURE VACUUM //�\��\\j ��\j\\j\\j\\j\\/\\Z �WJ = <I ADDITIONAL STREETSCAPE: SERVICES DEPARTMENT FOR REVIEW AND APPROVAL. BREAKER, A REDUCED PRESSURE PRINCIPLE BACK FLOW DEVICE, OR A DOUBLE//\//\//\//\//\//\//\//\//\//\//\//\//� Z CANOPY REQUIREMENTS: \\ \\ \\ \\ \\ \\ \\ \\ \\ \ \ \ S.H. 30 -HARVEY ROAD EAST 15. THE TOP OF ALL ROOT BALLS SHALL BEAR THE SAME RELATIONSHIP TO FINISHED CHECK BACK FLOW DEVICE, AND INSTALLED PER CITY ORDINANCE 2394.///////////%/%/%/� Q J I uj O' 300 Ants./50 L.F. of frontage: 50% CANOPY TREES: (8,156 x 50%) = 4,078 pnts. 2. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF GRADE, AS BORN TO PREVIOUS GRADE AND GROWING CONDITIONS. ��//��//��//��//��//��//��//��//��//��//��//��//� J (� c1I w; REQUIRED = 4 078 pnts QUANTITIES IN THE PLANT LIST. ANY DISCREPANCIES BETWEEN QUANTITIES ON THE PLAN 3. ALL BACK FLOW DEVICES MUST BE INSTALLED AND TESTED UPON INSTALLATION �- ^' 0 (300 x 462/50) = 2,772 puts. p AND THE PLANT LIST SHALL BE BROUGHT TO THE ATTENTION OF THE INSPECTOR AND 16. ALL ROOT BALLS REMOVED FROM CONTAINERS SHALL BE SCARIFIED PRIOR TO AS PER CITY ORDINANCE 2394. �! ` r ! 1 p PROVIDED = 4,800 pnts. ANY FIELD ADJUSTMENTS OR QUANTITY ADJUSTMENTS MUST BE AUTHORIZED PRIOR TO BACKFILLING. �l V U TOTAL LANDSCAPE POINTS REQUIRED = 8,156 pnts. PLANTING. 4. INSTALLATION PVC (SCH 40) SLEEVING SHALL BE COORDINATED WITH THE TREE WELL GRATE m TOTAL LANDSCAPE POINTS PROVIDED = 8,560 pnts. 17. THE LANDSCAPE CONTRACTOR SHALL VERIFY EXISTING UNDERGROUND UTILITIES PRIOR CONTRACTOR AND ALL SLEEVING SHALL EXTEND A MINIMUM OF 24" PAST THE CURB BUILDING MASS REQUIREMENTS: 3. 100% COVERAGE OF GROUND COVER, DECORATIVE PAVING, DECORATIVE ROCK (NOT TO PLANT INSTALLATION AND SHALL BE RESPONSIBLE FOR ANY DAMAGES DUE TO OR SIDEWALK WHERE APPLICABLE. N.T.S. REQUIRED = 15% FACADE FACING R.O.W. (221' x 15%) = 33.2' OF LANDSCAPING LOOSE), OR A PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWELLS AND LANDSCAPE OPERATIONS. DRAINAGE -- _ � 1 GAUGE A VA AINA E AREAS THE PARKING LOT SE 2 U EGL IZED T BACK RIGHT OF WAY AND ADJACENT 5. THE CONTRACTORS IRRIGATOR SHALL SUBMIT AN IRRIGATION TO H REQUIRED - 32 F � � RRIG ION PLAN THE Q 0 LANDSCAPING ALONG FACADE FACING R.O.W. _ 18. TOPSOIL SHALL BE PROVIDED BY LANDSCAPE CONTRACTOR AND USED FOR BACKFILLING » PROPERTY -DISTURBED DURING CONSTRUCTION. TION. OWNER FOR REVIEW AND APPROVAL. THE IRRIGATION PLAN SHALL DEMONSTRATE WIRE `ENCASED IN 1 b REQUIRED 1 CANOPY TREE FOR V Q EERY 6 OF REQUIRED LANDSCAPING ALONG FACADE ,FACING R.O.W.'ROW' ALL PITS FOR PLANTS. AVERAGE TOPSOIL MIXTURE SHALL CONSIST OF THREE (3) PARTS THAT THE IRRIGATION SYSTEM WILL SUFFICIENTLY SUPPLY ALL WATER NEEDS TO THE REQUIRED = 1 TREE/6' x 32' = 5.5 CANOPY TREES 4. ANY ADJACENT PROPERTY AND RIGHT-OF-WAY DISTURBED DURING CONSTRUCTION GOOD GARDEN SOIL, 1/2 PART BED MIX, 1/2 PART MANURE OR BONE MEAL, AND ONE (1) NEWLY PLANTED LANDSCAPING AND GROUND COVER AND MEET ALL INITIAL WATERING RUBBER OSE REQUIRED = 6 CANOPY TREES WILL BE RETURNED TO ITS EXISTING CONDITIONS OR BETTER. POUND LIME PER CUBIC YARD. NEEDS FOR VIABLE ESTABLISHMENT AND GROWTH OF PLANTINGS. PROVIDED = 6CANOPY TREES 19. ALL PLANTS SHALL BE GUARANTEED TO BE IN HEALTHY CONDITION FOR ONE • 5. ALL CONSTRUCTION DEBRIS SHALL BE REMOVED FROM THE PROPOSED PARKING (1) YEAR 6. THE CONTRACTOR SHALL COORDINATE ALL SLEEVING REQUIRED FOR PUBLIC AND ISLANDS PRIOR TO PLACEMENT OF TOPSOIL AND PLANTING, INCLUDING CONCRETE, AFTER ACCEPTANCE BY THE OWNER AND THE CITY OF COLLEGE STATION. PRIVATE UTILITIES AND IRRIGATION AS DIRECTED BY THE DEVELOPER. CLIENT INFORMATION (, LA0. OF BOTANICAL COMMON ASPHALT, LIMESTONE BASE MATERIAL, OR COMPACTED STABILIZED EARTH. SYMBOL PLANTS SIZE NAME NAME TYPE � NOTES POINTS CENTRAL TEXAS HARVEY INVESTMENTSLLC 20, ALL PLANT MATERIAL SHALL BE MULCHED WITH A MINIMUM 2 , LAYER OF HARDWOOD 7. THE LANDSCAPE CONTRACTOR SHALL INSTALL AN IRRIGATION SYSTEM SUFFICIENT I 25 MIN. SPACING 6. THE CROWN OF ALL PLANTS SHALL BE SLIGHTLY HIGHER, AFTER SETTLING, THAN BARK MULCH (UNLESS OTHERWISE SPECIFIED). PROVIDE MINIMUM 10' DIAMETER MULCH RING TO MEET LOCAL JURISDICTIONAL REQUIREMENTS OR SHALL BE SUFFICIENT TO C/o SANH TRINH 2.1" - 3.4" QUERCUS WATER CANOPY ADJACENT SOIL. AROUND EXISTING TREES TO REMAIN, TYPICAL. PROPERLY IRRIGATE THE LANDSCAPING AND GRASS AREAS LOCATED IN THE FRONT 4405 REGAL OAKS DR I! 21 CALIPER NIGRA OAK TREE 40 GALLON 3,150 i COLLEGE STATION, TEXAS 77845 f; (1.50 PNTS.) YARD AND SIDE YARDS ADJACENT TO THE PARKING LOT. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING OR ADDING TOP SOIL, AS 21. MINIMUM TREE SIZE AT PLANTING IS SPECIFIED ON THE PLAN (FOR SINGLE STEM TROFF: (979) 575-4545 I.., EES). FAX: (979) 823-5196 ULMUS 25' MIN. SPACING NEEDED, FOR THE INCLUSION OF THE SOIL AMENDMENTS, AS NEEDED, IN THE PREPARED ALL MUTLI-STEM PLANTS MUST BE TREE FORM, MAXIMUM 3 TO 5 TRUNKS, AND BE THE 6' METAL "T" POSTS EMAIL: 79)sam823-51 izon.net 2.1 - 3.4" PARVIFOLIA LACEBARK CANOPY 40 GALLON 1,650 GROUND COVER BEDS. MINIMUM SIZE SPECIFIED ON THE PLAN. CALIPER ELM TREE (MINIMUM OF 3) 3 x BALL DIAMETER � 11 SEMPERVIROUS (150 PLATS.) FILENAME:040OLPlA SCALE: 1"=20' > 1.25„ 8. ALL SINGLE TRUNK TREES ARE TO BE STAKED; HOSE AND GUY WIRES OVERLAPPED. 22. ALL STRAPPING MUST BE CUT AWAY AND REMOVED FROM ROOT BALL PRIOR TO (5' MIN) TREE PLANTING NOTES: I 39 CALIPER LAGERSTROEMI CREPE NON -CANOPY 15 GALLON 1,560 BACKFILLING PLANTING PIT, AND THE TOP 1/3 OF THE BURLAP MUST BE REMOVED FROM PINE BARK MULCH SUBMITTED DATE: MAY 6, 2013 INDICA MYRTLE TREE (40 PLATS. 9. COVER AREAS TO BE PLANTED WITH 6" APPROVED ORGANIC MATTER, 2" PINE BARK THE ROOT BALL. 2" THICK MIN. (SINGLE -CANE) ) 1. STAKE ABOVE FIRST BRANCHES OR AS (MIN.)- DRAWN BY: R.A.M. MULCH, AND 13-13-13 FERTILIZER AT THE RATE OF 5 LBS./100 SQFT. OF BED AREA. LEUCOPHYLUM GREENCLOUD 4` SPACING 23. THE LANDSCAPE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES AND NECESSARY TO PREVENT SLIPPING OF RUBBER CHECKED BY: R.A.M. 48 5 GALLON FRUTESCENS TEXAS SHRUB (18" HEIGHT) 4.80 10. ALL DISTURBED AREAS, NOT DESIGNATED TO BE BLOCK SODDED, SHALL BE SEEDED ORDINANCES REGARDING LANDSCAPING. HOSES. ao FIELD BOOK: N/A PAGES: N/A WITH EITHER BERMUDA GR 2 LBS/1,000 EENCLOUD S .F . F SAGET ROM M TO SEPTEMBER Q ARCH 15 MBER 15 OR 2. PLANT 0 T 10 PN (S THAT TOP OF ROOT BALL IS EVEN TS ............................ BERMUDA/RYE GRASS MIX (2 LBS/5 LBS. PER 1,000 SQ.FT.) FROM SEPTEMBER 16 TO 24. IT IS THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR TO ESTABLISH A HEALTHY WITH THE FINISHED GRADE. I �/ //\� RME CONSULTING ENGINEERS 4 SPACING <, 0 26 5 GALLON JUNIPERUS SEAGREEN SHRUB (18" HEIGHT) 260 MARCH 14. STAND OF GRASS ON ALL SEEDED AREAS. NEW TOPSOIL \'�\���/ice\�i� /��/�\�/��//��'� CLIENT NO. PROJECT NO. CHINENSIS JUNIPER \,, 237 _ 0400 (10 PLATS.) 11. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING TREES AND 25. IN THE EVENT THAT PLANTING BEDS AND MULCH ARE REQUIRED, THE LANDSCAPE ��W/FERTILIZER \ ./i\///�\/�\\�/� �• �J NANDIRA COMPACT 3, SPACING SHRUBS THAT WILL MEET BOTH MINIMUM SIZE AND SPACING FOR TREE AND ZONING CONTRACTOR SHALL INSTALL BLACK FABRIC MESH UNDER THE MULCH TO PREVENT WEED 8 DEEP (MIN.) 0 27 5 GALLON DOMESTICA SHRUB (18" HEIGHT) 270 ORDINANCE COMPLIANCE. FAILURE TO INSTALL PLANT MATERIAL PER THIS PLAN WILL GROWTH. "COMPACTA" NANDINA (10 PLATS.) JEOPARDIZE ISSUANCE OF FINAL CERTIFICATE OF OCCUPANCY. PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY ALL LANDSCAPING SHALL BE INSTALLED. 26. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE WATERING AND THE ILEX BURFORD3' O.C. MAINTENANCE OF ALL LANDSCAPED AREAS UNTIL THE LATER OF: (i) THIRTY (30) DAYS TREE PLANTING- C■ 0 119 5 GALLON CORNUTA HOLLY SHRUB (18" HEIGHT) 1,190 12. ALL TREES, SHRUBS AND PLANTS SHALL CONFORM TO ACCEPTED STANDARDS FOLLOWING THE PLANTING OF THE GRASS AND SHRUBS, OR (ii) THE DATE THAT THE N.T.S. URFORDI-NAN (10 PLATS.) ESTABLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMAN. FACILITY OPENS TO THE PUBLIC FOR BUSINESS. SHEET 9 OF 12 Dill