Loading...
HomeMy WebLinkAboutDrawings[vasi-m a 702 IS NHOW R STR T %-,.-.0LLEGE STATION, BRA OS COUNTY, T XAS OCTOB R 12� 2009 DATE: 6 C1.3 ON ITE PTI L TY PLAN 60 - 7 C1.4 PAVI G PLA RABON A. METCALF P.E. No. 58583 8 C1.5 LAN ,SCAPE F LAN RME CONSULTING ING ENGINEERS 9 C2.1 SITE & PARI G DETAILS EASTE OD � 10 C2.2 PAVI G 8c�.DR! RNAGE DETAILS AIBP T 2154 TEXAS FIRM REGISTRATION No. F-4695 11 C2.3 MISCI LLA E0: S DETAILS i 1. THE LATEST EDITION OF T E 1X2009 B/CS UNIFIED TECHNICAL SPECIFICATIONS & LOCATION MAP DETAILS ARE ISSUED FOR TH15 P 01 ECT " ~' NOT TO SCALE = 2. THE FOLLOWING 20Q B/CS UNIFIED STANDARD TECHNICAL SPECIFICATIONS & e DETAILS ARE ISSUED FO THIS PROJECT. E PREPAREDPARED BY: PREPARED FOR: SHEET I.D. DES RIPTION RME CONSULTING ENGINEERS BRYAN LINKS LLC g _ ST STA DARD STREET DETAILS 7607 EASTMARK DR., STE. ZSZA C77540> ZOZO oAKWOOD TRAIL''` SW STAR DARD SIDEWALK DETAILS P.O. BOX 9253 COLLEGE STATION TX 77845 S ST STANDARD WATER DETAILS W STA , DARD ;SEWER DETAILS COLLEGE STATION' TEXAS 77842 PIS: (979) 215-1858 CIVIL ENi71NEE�INt73. THE FOLLOWING TxD T S N[ ARD DETAILS ARE ISSUED FOR THIS PROJECT: (979) 7 4-0704SHEET FX: (979) 764-0704 EMAIL: ghudson@sunbelt-graphics.com WATER RESOURCES 1. D. DES R�PTIIoN TCP(1-2)-98 TRAF FIC OON ROL PLAN EMAIL: civil@nnengineer.com ENVIRONMENTAL RME NO. 242 - 03 81 SITE DEVELOPMENT � a 6n STANDARD PERMIT NOTE: - TEXAS ONE CALL SYSTEM EISENHOWER APARTMENT DEVLOPMENT:: -� -� I 1-800-245-4545 702 EISENHOWER STREET CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED BY STATE AND/OR LOCAL REGULATORY AGENCIES FOR RELATED CONSTRUCTION(AT LEAST 72 HOURS PRIOR TO DIGGING) COLLEGE STATION, TEXAS CONTAINED IN THESE CONSTRUCTION DRAWINGS. PERMITS REQUIRED, BUT NOT LIMITED TO, ARE AS FOLLOWS: WARNING!,THE CONTRACTOR IS TO LOCATE ANY AND ALL UTILITIES l PRIOR CONSTRUCTION AND IS SOLELY RESPONSIBLE FOR ALL DAMAGES CoCS — PLANNING & DEVELOPMENT SERVICES — DEVELOPMENT PERMIT & PAVING, DRAINAGE, -& WATER/SEWER INSPECTIONS TO EX IS ING UTILITIES DUE TO ANY CONSTRUCTION ACTIVITY. N.T.S. CS ELECTRIC — ELECTRICAL SERVICES -ATMOS ENERGY — GAS SERVICE AO 0004% 158 VERIZON & SUDDEN:LINK — COMMUNICATION : SERVICES .. - TCEQ — STORMWATER & PRETREATMENT TEAMS — STORMWATER DISCHARGE CONSTRUCTION ACTIVITIES o 30 INDEX OF S ; ET : . T APPROVED BY: SHEET SHEET �PRELIMINARY, NO. 1. D. DES' RIPTI, N , 1 C0.0 COV[M SHEET THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF 2 C0.1 GEN RAL 10 S z INTERIM REVIEW UNDER THE AUTHORITY OF RABON A. 3 C1.0 DEMOLITION & EROSION CONTROL PLAN METCALF, P.E. N0, 88583, ON OCTOBER 12, 2009. IT IS NOT TO BE USED FOR CONSTRUCTION, BIDDING OR 4 C1.1 CIVIL SITE PL N tee° PERMIT PURPOSES. 5 C1.2 GRA ING & D AINAGE PLAN DATE: 6 C1.3 ON ITE PTI L TY PLAN 60 - 7 C1.4 PAVI G PLA RABON A. METCALF P.E. No. 58583 8 C1.5 LAN ,SCAPE F LAN RME CONSULTING ING ENGINEERS 9 C2.1 SITE & PARI G DETAILS EASTE OD � 10 C2.2 PAVI G 8c�.DR! RNAGE DETAILS AIBP T 2154 TEXAS FIRM REGISTRATION No. F-4695 11 C2.3 MISCI LLA E0: S DETAILS i 1. THE LATEST EDITION OF T E 1X2009 B/CS UNIFIED TECHNICAL SPECIFICATIONS & LOCATION MAP DETAILS ARE ISSUED FOR TH15 P 01 ECT " ~' NOT TO SCALE = 2. THE FOLLOWING 20Q B/CS UNIFIED STANDARD TECHNICAL SPECIFICATIONS & e DETAILS ARE ISSUED FO THIS PROJECT. E PREPAREDPARED BY: PREPARED FOR: SHEET I.D. DES RIPTION RME CONSULTING ENGINEERS BRYAN LINKS LLC g _ ST STA DARD STREET DETAILS 7607 EASTMARK DR., STE. ZSZA C77540> ZOZO oAKWOOD TRAIL''` SW STAR DARD SIDEWALK DETAILS P.O. BOX 9253 COLLEGE STATION TX 77845 S ST STANDARD WATER DETAILS W STA , DARD ;SEWER DETAILS COLLEGE STATION' TEXAS 77842 PIS: (979) 215-1858 CIVIL ENi71NEE�INt73. THE FOLLOWING TxD T S N[ ARD DETAILS ARE ISSUED FOR THIS PROJECT: (979) 7 4-0704SHEET FX: (979) 764-0704 EMAIL: ghudson@sunbelt-graphics.com WATER RESOURCES 1. D. DES R�PTIIoN TCP(1-2)-98 TRAF FIC OON ROL PLAN EMAIL: civil@nnengineer.com ENVIRONMENTAL RME NO. 242 - 03 81 SITE DEVELOPMENT � a CONDITIONS WARRANT OFF-SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS. SUDDENLINK: MIKE LAVENDER - (979) 846-2229 SQ.FT. WITH A MINIMUM OF THREE (3) TEST BEING PERFORMED. 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ANY PERMITS . AND PAY ANY FEES REQUIRED ANY ADJACENT PROPERTY AND RIGHT-OF-WAY DISTURBED DURING CONSTRUCTION WILL BE RETURNED TO THEIR FOR DEMOLITION AND DISPOSAL FROM THE APPROPRIATE AUTHORITIES. EXISTING CONDITIONS OR BETTER. 3. CONTRACTOR TO VERIFY ALL UNDERGROUND UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION. 3. EXISTING DRAINAGE WAYS THAT ARE TO BE FILLED SHALL AVS BENCHES EXCAVATED INTO THE SIDE WALLS OF S S�IOUL1 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING UTILITIES OR SERVICE LINES 9 THE CONTRACTOR SHALL INSTALL ALL EROSION AND SEDIMENT CONTROL DEVICES, AS SHOWN ON THE SWPPP, THE CHANNEL SIDESLOPES PRIOR TO PLACEMENT OF FILL. BE 5 CHEBE AT LEAST SIX- FEET IN WIDTH WITH ONE BENCH BEING PLACED VERTICALLY FOR EVERY TWO FEET 0 CHANNEL HEIGHT. THAT ARE CROSSED OR EXPOSED DURING CONSTRUCTION OPERATIONS. WHERE EXISTING UTILITIES OR SERVICE LINES PRIOR TO COMMENCING DEMOLITION WORK. GENERAL UTILITY NOTES (PRIVATE & PUBLIC ARE CUT, BROKEN, OR DAMAGED, THE CONTRACTOR SHALL REPAIR OR REPLACE THE UTILITIES OR SERVICE LINE WITHA. 10. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UTILITIES THAT ARE TO REMAIN IN PLACE. 4. MATERIAL EXCAVATED ON SITE, EXCLUDING THE TOP 6", ; Y BE USED AS A FILL MATERIAL, UNDER PAVEMENT THE SAME TYPE OF MATERIAL AND CONSTRUCTION OR BETTER; THIS MATERIAL AND WORK SHALL BE AT THE AREAS ONLY, AS LONG AS THE PI IS BETWEEN 19 AND 35, WIIH A LIQUID -IMIT LESS THAN 49, AND THE MATERIAL CONTRACTOR'S OWN EXPENSE. 1. ALL EXCAVATION FOR UNDERGROUND UTILITIES SHALL BE MADE TRUE TO GRADE. EXCAVATION SHALL BE MADE A IS FREE FROM TRASH, LUMPS, CLODS, ORGANIC SUBSTANCE & ER FOREIG MATTER. r �: 11 THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO AVOID UNNECESSARY DAMAGE TO ANY EXISTING ROAD 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 SURFACE. PIPING SHALL BE MADE WITH EARTH OR FILL SAND, FREE OF DEBRIS, AND SHALL BE TAMPED BY HAND OR 5. SUBGRADE MATERIAL, UNDER PAVEMENT STRUCTURES, CON31STING OF GRANULAR SOILS WITH A LOW PLASTICITY AND ACCEPTABLE MANNER AS FAR AS PRACTICAL. THE CONTRACTOR SHALL CLEAN AND REMOVE FROM THE MECHANICAL MEANS TO THE DENSITY OF THE ADJACENT UNDISTURBED EARTH OR TO 95% STANDARD PROCTOR (PI<7) SHALL BE STABILIZED WITH TYPE 1 PORTLAND CEMENT PPRC)XIMATE Y 4% BY WEIGHT)' PROJECT AREA ALL SURPLUS AND DISCARDED MATERIALS, TEMPORARY STRUCTURES, AND DEBRIS OF ANY KIND AND 12. ALL EXISTING ITEMS THAT ARE TO REMAIN IN PLACE WHICH ARE DAMAGED DURING CONSTRUCTION SHALL BE ( DENSITY ASTM 0698 , WHICHEVER !S GREATER. ALL TRENCHING AND EXCAVATION SHALL BE DONE IN STRICT RESTORED TO ORIGINAL CONDITION, OR BETTER, AT THE SOLE EXPENSE OF THE CONTRACTOR. ( ) SHALL LEAVE THE PROJECT SITE IN A NEAT AND ORDERLY CONDITION. ALL CLEAN UP WILL BE DONE TO THE ACCORDANCE WITH CURRENT OSHA REQUIREMENTS AND ALOTHER APPLICABLE SAFETY CODES AND STANDARDS. 6. SUBGRADE MATERIAL, UNDER PAVEMENT STRUCTURES, CON :ISTING OF ClAYEY SANDS, SANDY CLAYS AND CLAYS MARK DATE DESCRIPTION SATISFACTION OF THE ENGINEER. L . 13. SHOULD ANY EXITING UTILITIES NOT SHOWN OR SHOWN INCORRECTLY ON THIS PLAN BE FOUND ON SITE, THE OF INTERMEDIATE PLASTICITY (7<PI<20) SHALL BE STABILE ED WI EQUAL RATIOS OF LIME AND FLY ASH 2. MINIMUM BURY 0 COVER SPECIFIED IS TO BE MEASURE FROM 6. CONTRACTOR SHALL COMPLY WITH LATEST EDITION OF OSHA REGULATIONS AND THE STATE OF TEXAS- LAWS CONTRACTOR SHALL CONTACT THE ENGINEER IMMEDIATELY TO DISCUSS ANY POSSIBLE CONFLICTS BEFORE- PROCEEDING R D 0 FINISHED GRADES. WHERE UTILITY LINES EXTEND (APPROXIMATELY 3% EACH BY WEIGHT). �5 /® COMPLETE CONCERNING EXCAVATION. WITH ANY WORK IN THAT AREA. UNDER" PAVEMENT, THE BURY OR COVER SHALL BE MEASURED FROM THE BOTTOM OF THE STRUCTURE. 7. SUBGRADE MATERIAL, UNDER PAVEMENT STRUCTURES, CON : ISTING OF CLAYS OF HIGH PLASTICITY (PI>20) SHALL NOT FOR 7: A COPY OF THE APPROVED CONSTRUCTION .DRAWINGS .M.U.ST BE KEPT ON .SITE AT ALL TIMES THROUGH OUT THE 14. AN ASBESTOS SURVEY MUST BE PERFORMED PRIOR TO THE DEMOLISHING OF ANY STRUCTURES. THE 3. UTILITY INSTALLATIONS IN NON-STRUCTURAL AREAS SHALL BE BEDDED AND INITIAL BACKFILL CONSISTENT WITH BE STABILIZED WITH TYPE A HYDRATED LIME (APPROXIMATELY 6-° BY WEIGHT)'. ENTIRE DURATION OF CONSTRUCTION OF THIS PROJECT. CONTRACTOR SHALL MAINTAIN CONTRACTOR SHALL ADHERE TO THE REQUIREMENTS SET FORTH IN THE ASBESTOS SURVEY AND REPORT. NON-STRUCTURAL REQUIREMENTS. IN STRUCTURAL AREAS (UNDER FOUNDATIONS, PAVEMENTS, WALKS, ETC...) THE M N A SET OF REDLINE DRAWINGS, UTILITIES SHALL BE BEDDED AND INITIAL BACKFILLED WITH CEMENT STABILIZED SAND. FINAL BACKFILL IN THESE 8, STABILIZED MATERIAL OR FILL MATERIAL SHALL BE PLACED IN EIGHT INCH MAXIMUM LOOSE LIFTS, WITH EACH LIFT CONSTRUCTION( RECORDING AS -BUILT CONDITIONS DURING CONSTRUCTION. THESSON REDLINE MARKED UP DRAWINGS WILL BE SUBMITTED 15. THE CONTRACTOR SHALL COORDINATE ALL WATER AND SANITARY SEWER CONNECTIONS WITH THE CITY OF AREAS SHALL BE COMPACTED BY MECHANICAL TAMPING TO STRUCTURAL COMPACTION REQUIREMENTS. WETTED OR DRIED TO A MOISTURE CONTENT RANGE OF 0% 0 +3X OF THE OPTIMUM MOISTURE CONTENT AND TO THE DESIGN CONSULTANT WHO WILL MAKE THE CHANGES ON THE ORIGINAL TRACINGS, LABELING EACH SHEET IN THE SET AS "RECORD DRAWINGS" AND RETURNING SAME TO THE CITY ENGINEER. COLLEGE STATION -WATER & SEWER DIVISION AND THE CITY INSPECTOR. PRIOR TO CONNECTION WITH EXISTING UTILITY COMPACTED TO A UNIFORM DENSITY OF 95% OF THE MAXIMUM RY DEN ITY S DETERMINED BY ASTM D698. REVIEW ONLY LINES ALL NEW LINES & STRUCTURES, RESPECTIVELY, SHALL BE IN PLACE, TESTED, AND APPROVED SO THAT THEY 4. REGARDLESS OF ELEVATIONS SHOWN FOR MANHOLE RIMS, CLEAN-OUT COVERS, OR GRATES, THESE ITEMS SHALL 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFEGUARDING AND PROTECTING ALL MATERIAL AND EQUIPMENT CAN BE PROMPTLY CONNECTED & PLACED IN SERVICE WITH MINIMUM DISRUPTION. BE PLACED FLUSH WITH THE PROPOSED PAVEMENT ELEVATION AND SLOPE. MANHOLES AND CLEAN -OUTS NOT IN 9• COMPACTION TESTS, FOR FILL, SHALL BE VERIFIED BY IN " PLACE DENSITY TESTS FOR EACH LIFT (1 TEST PER 10/12/09 STORED ON THE JOBSITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE STORAGE OF MATERIALS IN A SAFE PAVEMENT AREAS SHALL BE SET 3 ABOVE THE FINISHED GRADE. 5,000 SQ.FT. OF FILL AREA) WITH A MINIMUM OF THREE (3) TE. F BEING �PER FORMED PER LIFT_ AND WORKMANLIKE MANNER TO PREVENT INJURIES, DURING AND AFTER WORKING HOURS, UNTIL PROJECT COMPLETION. 16. THE CONTRACTOR SHALL COORDINATE AND SCHEDULE ELECTRICAL SERVICE FACILITIES WITH THE CITY OF COLLEGE STATION -ELECTRICAL DIVISION. THIS WORK WILL BE PERFORMED BY CoCS-ELECTRICAL DIVISION, BUT THE 5. CONTRACTOR SHALL UNCOVER EXISTING UTILITIES AT ALL "POINTS OF CROSSING" TO DETERMINE IF CONFLICTS 10. STABILIZED MATERIAL SHOULD BE ROTARY TILLED TO FI OVIDE (A HMOGENEOUS MIXTURE THAT MEETS THE CONTRACTOR SHALL BE RESPONSIBLE FOR REIMBURSEMENT OF ALL WORK, SERVICES, AND MATERIALS REQUIRED BY EXIST BEFORE COMMENCING ANY CONSTRUCTION. NOTIFY THE ENGINEER AT ONCE OF ANY CONFLICT. 9. CONTRACTOR. SHALL SAW CUT REMOVE AND REPLACE CONCRETE. OR HMAC PAVEMENT,. CURB AND GUTTER. AS GRADATION REQUIREMENTS SPECIFIED IN THE TxDOT, (JUNE 1, 004) �'ANARD SPECIFICATIONS FOR CONSTRUCTION CoCS TO PERFORM SUCH DUTIES. AND MAINTENANCE OF HIGHWAYS, STREETS & BRIDGES, ITEM N:. 260 OR LIME TREATMENT AND ITEM NO. 265 FOR REQUIRED TO CONSTRUCT PROPOSED IMPROVEMENT(S). 6. THE CONTRACTOR SHALL COORDINATE ALL UTILITY INSTALLATION SO THAT GRADE CRITICAL ELEMENTS (I.E. STORM FLY ASH. 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PAY FOR AND OBTAIN ALL REQUIRED PERMITS AND 17. THE CONTRACTOR SHALL COORDINATE AND SCHEDULE THIS WORK WITH ATMOS ENERGY AND WITH THE DRAIN, SANITARY SEWER, ETC...) DO NOT CONFLICT WITH NON -GRADE CRITICAL ELEMENTS (I.E. ELECTRICAL CONDUIT, iPRELIMINARY I INSPECTION APPROVALS FOR INSTALLATION OF THE REQUIRED REPLACEMENT FACILITIES. THIS WORK WILL BE PERFORMED BY ATMOS ENERGY, BUT WATER SERVICES, ETC.... 11 THE SUBGRADETHE BACK OF CURB OR EDGE OF PAVEMENT R ALL WORK SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REIMBURSEMENT OF ALL WORK, SERVICES, AND MATERIALS REQUIRED ) "SHALL BE STABILIZED TWO FOOT {2') BI.YOND TH .ATMOS ENERGY TO PERFORM .SUCH DUTIES. WHICHEVER IS GREATER, UNLESS OTHERWISE SPECIFIED BY STR( ER REQUIRE ENTS. THIS DOCUMENT IS RELEASED 11. ANY ADJACENT PROPERTY AND RIGHT-OF-WAY DISTURBED DURING CONSTRUCTION WILL BE RETURNED TO THEIR 7. THE CONTRACTOR SHALL FURNISH ALL MATERIALS, EQUIPMENT, AND LABOR FOR EXCAVATION, BORING, FOR THE PURPOSE OF INTER( EXISTING CONDITIONS OR BETTER. INSTALLATION, BACKFILLING OF UTILITY LINES AND RELATED APPURTENANCES AS SHOWN ON THE PLANS. 12. COMPACTION TEST, ,FOR. STABILIZED MATERIAL, SHALL BE VERIFIED BY I PLACE DENSITY TEST FOR EACH LIFT (1 18. THE CONTRACTOR SHALL COORDINATE AND SCHEDULE INSTALLATION OF PHONE SERVICES WITH VERIZON REVIEW UNDER THE UTHORITY TELEPHONE COMPANY. THIS WORK WILL BE PERFORMED BY VERIZON, BUT THE CONTRACTOR SHALL BE RESPONSIBLE TEST PER 5,000 SQ.FT. OF FILL AREA) WITH A MINIMUM OF THR E (3) TEST SING PERFORMED PER LIFT. OF RABON A. METCALF, P.E. 12. ALL WORK WITHIN THE STATE, COUNTY, OR CITY RIGHT-OF-WAY SHALL BE -PERFORMED-1N»wACCORDANCE WITH 8. THE LOADING AND UNLOADING OF ALL PIPE AND OTHER ACCESSORIES SHALL BE IN ACCORDANCE WITH THE �, APPLICABLE .STANDARDS AND SPECIFICATIONS .AS TO THE INSTALLATION AND EROSION CONTROL PROTECTION.- FOR REIMBURSEMENT OF ALL WORK, SERVICES, AND MATERIALS REQUIRED BY VERIZON TO PERFORM SUCH DUTIES. MANUFACTURER'S RECOMMENDED PRACTICES AND SHALL, AT ALL TIMES, BE PERFORMED WITH CARE TO AVOID ANY B. PORTLAND CEMENT CONCRETE: N0. 88583, ON OCTOBER 12, DAMAGE TO THE MATERIAL. THE CONTRACTOR SHALL LOCATE AND PROVIDE THE NECESSARY STORAGE AREAS FOR 1. ALL CONCRETE, UNLESS OTHERWISE SPECIFIED, SHALL B 4-1 SCK MIX WITH A MINIMUM COMPRESSIVE 2009 IT IS NOT TO BE USED 19. THE CONTRACTOR SHALL STAGE AND SEQUENCE ALL DEMOLITION AND CONSTRUCTION SO THAT THE EXISTING / 13. ALL _EXPOSED _DIRT SURFACES SHALL .BE SEEDED/HYDROMULCHED. YARDS WITH SODD SHALL BE RESODDED TO FACILITIES CAN REMAIN OPERABLE, WITH MINIMUM DISRUPTIONS TO SERVICE. THE CONTRACTOR SHALL COORDINATE STRENGTH OF 3500 PSI AT ,,28 DAYS. THE SAME CONDITIONS OR BETTER. MATERIALS AND EQUIPMENT. FOROR PERMITCPURPOBIDDING ALL DEMOLITION AND CONSTRUCTION WITH THE OWNER. i 9. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL CONNECTIONS TO PUBLIC SYSTEMS AND 2. ALL CONCRETE SHALL BE PROPERLY VIBRATED WHEN PLA D AND NOT RAKED A DISTANCE GREATER THAN TEN 14. PROPOSED SIGNS, OR THOSE WHICH REQUIRE RELOCATION, SHALL BE DONE IN ACCORDANCE TO THE FOLLOWING_ INSTALLATIONS WITH REGULATORY INSPECTOR. STANDARDS: SMD (GEN) -02 &SMD (SLIP -1)-02 THRU SMD (SLIP -3)-02 20: DURING ALL PHASES OF CONSTRUCTION, THE CONTRACTOR SHALL MAINTAIN FIRE ACCESS AND FIRE FLOWS, TO (1 0) FEET. ALL EXISTING AND PROPOSED BUILDINGS, IN A MANNER THAT IS ACCEPTABLE TO THE FIRE MARSHALL. FIRE 10. THIS PROJECT SHALL BE BUILT BY MEANS OF OPEN CUT EXCEPT AS NOTED ON THE DRAWINGS. CONTRACTOR ACCESSIBILITY SHALL MEET THE MINIMUM REQUIREMENTS: 3. THE CONTRACTOR SHALL FOLLOW THE GENERAL INTENT OF IHE JOINT PLI NS SHOWN. JOINT SPACING SHALL NOT 15. THE TEXAS UNIVERSAL TRIANGULAR SLIP BASE SIGN SUPPORTS WILL BE REQUIRED FOR ALL SIGNAGE WITHIN TO DETERMINE THE LOCATIONS OF BORE PITS IN FIELD SUBJECT TO THE INSPECTORS APPROVAL. EXCEED 15' IN ANY DIRECTION TO ANOTHER JOINT OR EDGE OF AVEME T. ONTROL JOINTS SHALL BE CUT BETWEEN TxDOT RIGHT-OF-WAY. A. DURING CONSTRUCTION THE EXISTING BUILDING SHALL BE ACCESSIBLE BY EISENHOWER STREET AND A 4 AND 18 HOURS AFTER PLACEMENT OF CONCRETE AND MAY 161' SUBSTITUTE ,WITH CONSTRUCTION JOINTS. CLEAR PATH TO ALL EXISTING FIRE HYDRANTS, SHALL BE MAINTAINED; 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 B, PRIOR TO CONSTRUCTION OF ALL PROPOSED BUILDINGS, THE PROPOSED PUBLIC WATER SYSTEM 4. EXPANSION JOINTS SHALL NOT EXCEED A MAXIMUM SPACIN : OF 60' AN SHOULD NOT BE PLACED THROUGH THE SHALL BE CLEANED DAILY. IMPROVEMENTS SHALL BE INSTALLED AND ACCEPTED BY CoCS. 12. STRUCTURAL BACKFILL WILL BE REQUIRED FOR ALL EXCAVATION WITHIN FIVE (5) FEET OF PUBLIC ROADWAY MIDDLE OF AREA INLET OR JUNCTION BOXES LOCATED IN THE PAVEM NT ALL AREA INLETS OR JUNCTION BOXES, PAVEMENTS OR WALKS. LOCATED .IN PAVEMENT AREAS, SHALL BE INSTALLED WITH 1 LATION 'JO! TS BETWEEN THE STRUCTURE AND THE 17. ADEQUATE DRAINAGE SHALL "BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION AND ANY DRAINAGE DITCH OR 21. EXISTING UTILITIES, TO BE ABANDONED, SHALL BE REMOVED WHERE THEY ARE UNDER NEW/PROPOSED BUILDINGS, PAVEMENT. TO A POINT 1.0' STRUCTURE DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO EXISTING CONDITIONS OR BETTER. (TEN) BEYOND THE BUILDING FOOTPRINT IN ALL DIRECTIONS. ALL OTHER UTILITIES, TO BE 13. THE CONTRACTOR SHALL COORDINATE ALL SLEEVING REQUIRED FOR ON-SITE UTILITIES AND IRRIGATION SYSTEMS. Z ..� 0 ABANDONED, MAY BE LEFT IN PLACE AND GROUT FILLED. 5. ALL JOINTS SHALL BE SEALED WITH SONOBORN SONOLASTIC SL1, OR APPROVED EQUIVALENT_ 18. THE CONTRACTOR SHALL COORDINATE ALL FENCE REMOVAL AND REPLACEMENT WITH THE DEVELOPER. 14. CONTRACTOR" SHALL MARK ALL SERVICE LEADS WITH A METAL "T" POST, PAINTED BLUE FOR WATER AND GREEN 22. ONCE A DEVELOPMENT PERMIT IS ISSUED THE FOLLOWING "GENERL" CONSTRUCTION SEQUENCING IS ANTICIPATED: FOR SEWER, BURIED A MINIMUM OF 3' INTO THE GROUND. 6. AS FAR AS PRACTICAL, THE CONTRACTOR SHALL ALIGN ALL SIDEWALK JOINTS WITH CURB AND PAVEMENT JOINTS. 19. THE CONTRACTOR AGREES TO REPAIR ANY DAMAGE TO THE PUBLIC RIGHT-OF-WAY IN ACCORDANCE WITH THE CONCRETE SHALL NOT $E PLACED iF THE AIR TEMP' ( W m STANDARDS OF THE APPLICABLE REGULATORY AGENCY. `Z .w A. CONSTRUCTION OF BUILDING No. 1 AND ITS ASSOCIATED PRIVATE UTILITY IMPROVEMENTS, INSTALLATION OF 7. E ' T"URE S 50'F AND FALLING OR .9.5'F OR HIGHER. i w � THE PUBLIC FIRE HYDRANT, CONSTRUCTION OF THE PUBLIC SIDEWALK ALONG LIVE OAK STREET AND ALL CONCRETE MAY BE PLACED IF THE AIR TEMPERATURE IS 40'F A D RISIN OR LESS THAN 957. 20. THE CONTRACTOR SHALL PROTECT ALL MONUMENTS, IRON PINS, AND PROPERTY CORNERS DURING PARKING, DRIVES, AND DETENTION FACILITY; PUBLIC UTILITY NOTES: {/1 ,� CONSTRUCTION. W r B. PROVIDE BONDING OF ALL LANDSCAPING AND IRRIGATION. AND ACCQUIRE TEMPORARY C.fl. FOR BUILDING C. STEEL: ( , No. 1; 1. ALL REINFORCING STEEL SHALL BE DEFORMED BILLED STEL BAR HAVI G A MINIMUM YIELD STRENGTH OF NOT (n A. GENERAL: C. DEMOLISH EXISTING RESIDENTIAL STRUCTURE; LESS THAN 60 KSI CONFORMING TO ASTM A615, GRADE 60. DIMENSIONAL CONTROL NOTES: 1. THE 2009 B/CS UNIFIED TECHNICAL SPECIFICATIONS FOR WATER & SEWER CONSTRUCTION SHALL GOVERN ON THIS I� 0 < w Q D. CONSTRUCTION OF BUILDING No. 2 AND ITS ASSOCIATED PRIVATE UTILITY IMPROVEMENTS AND THE PUBLIC ENHOWER STREET. PROJECT FOR ALL PUBLIC UTILITY IMPROVEMENTS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO 2. ALL REINFORCING STEEL SHALL BE FREE FROM RUST OR OT I ER -BON REDUCING AGENTS. 0 SIDEWALK ALONG EISPERFORM ALL TESTS CONTAINED THEREIN. THE CONTRACTOR SHALL NOTIFY THE ENGINEER SHOULD ANY CONFLICTS W W 1. THE CONTRACTOR MAY OBTAIN AN ELECTRONIC COPY OF THE SITE PLAN FOR CONSTRUCTION PURPOSES. THE E. INSTALL ALL PROPOSED LANDSCAPING AND IRRIGATION AND ACCQUIRE FINAL C_d. FOR BOTH NEW I _ < 3.-i STRUCTURES. OR DISCREPANCIES OCCUR WITH THE CONSTRUCTION PLANS AND SPECIFICATIONS. 3. ALL SPLICES IN PAVEMENT AND CURBING STEEL SHALL E STAGGE ED ND LAPPED 30"xBAR DIAMETER OR 12", F - ELECTRONIC FILE AND INFORMATION GENERATED, BY RME CONSULTING ENGINEERS (AME), FOR THIS PROJECT IS J c0 CONSIDERED BY RME TO BE CONFIDENTIAL, WHEN ISSUED, IT'S USE IS INTEND SOLELY FOR THE INDIVIDUAL OR WHICHEVER IS GREATER. w 0 N 2. THE CITY OF COLLEGE STATION WILL REQUIRE THE TESTING OF COMPACTION FOR ALL BACKFILL IN TRENCHES FOR ENTITY TO WHICH IT IS ADDRESSED. THIS MATERIAL IS INTENDED FOR USE BY THE RECIPIENT NAMED, ONLY, AND PUBLIC WATER, SEWER AND DRAINAGE LINES. IF THE COMPACTION TEST SHOW THAT THE SPECIFICATIONS ARE NOT 4. CONCRETE COVERAGE FOR THE REINFORCING STEEL SHAL OMPLY ,WITH THE A.C.I. CODE, LATEST EDITION. THE /�/ U- O PERMISSION IS NOT GRANTED TO THE RECIPIENT FOR DISTRIBUTION OF THESE DOCUMENTS IN ANY FORM OR FASHION. EROSION CONTROL NOTES: MET, THE CONTRACTOR WILL BE REQUIRED TO RECOMPACT THE TRENCH AND PAY FOR EACH SUBSEQUENT TEST UNTIL STEEL SHALL HAVE A MINIMUM 1 1/2" CLEARANCE WITH THE �I L. w W Z J THE RECIPIENT UNDERSTANDS THAT THIS DATA 1S AUTHORIZED "AS 1S" WITHOUT ANY WARRANTY AS TO ITS IT MEETS OR EXCEEDS THE SPECIFICATIONS. I W W O PERFORMANCE, ACCURACY, FREEDOM FROM ERROR, OR AS TO ANY RESULTS GENERATED THROUGH ITS USE. THE 1. EROSION CONTROL MEASURES SHOWN SHALL BE CONSIDERED THE VERY MINIMAL REQUIRED. IT SHALL BE THE Z 0 V RECIPIENT ALSO UNDERSTANDS AND AGREES THAT RME, UPON RELEASE OF SUCH DATA, IS NO LONGER RESPONSIBLE 3. CUT SHEETS FOR ALL NECESSARY UTILITIES SHALL BE PROVIDED, BY THE CONTRACTOR, AS THEY BECOME , I - FOR THEIR USE OR MODIFICATION. THE USER AND RECIPIENT OF THE ELECTRONIC DATA ACCEPTS FULL RESPONSIBILITY OF THE CONTRACTOR TO -IMPLEMENT ALL .OTHER _EROSION CONTROL MEASURES (DIVERSION BERMS. AVAI ABL W L E PRIOR TO CONSTRUCTION OF THE WORK COVERED BY THE CUT SHEETS, AND SUBMITTED TO THE CITY'S !� p RESPONSIBILITY AND LIABILITY FOR ANY CONSEQUENCES ARISING OUT OF THEIR USE. DRAINAGE STRUCTURES, SWALES, ADDITIONAL FENCING, ETC...) NECESSARY TO KEEP THE EXISTING IMPROVEMENTS AND Z W ENGINEERING INSPECTOR. A IT UBL C & 0 DEVELOPMENTS FROM DAMAGE OF ANY KIND DURING ALL PHASES OF DEMOLITION AND CONSTRUCTION_ Z (nji 2. ALL DIMENSIONS SHOWN ARE TO BE USED IN CONJUNCTION WITH THESE PLANS FOR LOCATING ALL IMPROVEMENTS 4. TRENCH BACKFILL UNLESS OTHERWISE NOTED): ' I W u AND SHALL BE FIELD VERIFIED BY THE CONTRACTOR FOR WORKABILITY PRIOR TOC 2. THE SITE OPERATOR, OR HIS REPRESENTATIVE ESTABLISHED BY A LETTER OF DELEGATION, SHALL MAKE A VISUAL ( ) 1. WHEN MAKING A CONNECTION TO AN EXISTING SA l ANY SEWER .MANHOLE, CONTRACTOR SHALL PLUG N V CONSTRUCTION OF IMPROVEMENTS. ) INSPECTION OF ALL SILTATION CONTROLS AND NEWLY STABILIZED AREAS ON A DAILY BASIS; ESPECIALLY AFTER A (A ) UNDER PROPOSED STREETS AND STRUCTURES (INCLUDING SIDEWALKS), INITIAL BEDDING &BACKFILL SHALL DOWNSTREAM END OF PROPOSED SANITARY SEWER. THE SE R SHALL) REMAIN PLUGGED UNTIL FINAL ACCEPTANCE ® Q RAINFALL TO INSURE THAT ALL CONTROLS ARE MAINTAINED AND PROPERLY FUNCTIONING. ANY DAMAGED CONTROLS BE CEMENT STABILIZED SAND BEDDING AND SHALL BE COMPACTED IN LIFTS NOT GREATER THAN 6". FINAL BACKFILL BY THE CITY. � 3. UNLESS OTHERWISE SHOWN, ALL DIMENSIONING IS TO THE BACK OF CURB OR EDGE OF PAVEMENT, WHICHEVER IS I W APPLICABLE. SHALL BE REPAIRED PRIOR TO THE END OF THE WORK DAY, INCLUDING RE -SEEDING AND MULCHING OR RE -SODDING, SHALL CONSIST OF CLASS III MATERIAL IN LIEU OF CLASS IV B SOILS AND SHALL BE COMPACTED IN MAXIMUM 8" I; p 0 IF NECESSARY. LIFTS TO A DENSITY OF NOT LESS THAN 98% OF STANDARD MAXIMUM DENSITY AS DETERMINED USING ASTM D-698 2. UNLESS MANHOLES CAN BE MADE WATERTIGHT AND TESTED FOR NO LE KAGE, THEY MUST BE INSTALLED SO AS Ci 4. UNLESS OTHERWISE SHOWN, ALL RADIUS FOR CURBS ARE 4'-0" AT FACE OF CURB AND 2'-0" FOR SIDEWALKS. AT A MOISTURE CONTENT OF 0% TO 4% OF OPTIMUM MOISTURE. DENSITY TESTS SHOULD BE PERFORMED AT LEAST TO PROVIDE A MINIMUM OF NINE FEET OF HORIZONTAL CLEAR CE FRO At�' EXISTING OR PROPOSED WATERLINE. IF ( ) 3. ALL SEDIMENT TRAPPING DEVICES SHALL BE INSTALLED AS SOON AS PRACTICAL AFTER THE AREA HAS BEEN EVERY 200 LINEAR FEET FOR EVERY TWO (2) FEET OF FILL AT LOCATIONS SPECIFIED BY THE ENGINEERING INSPECTOR. THE NINE FOOT SEPARATION DISTANCE CANNOT BE ACHIEVED, E WATERLINE MUST BE ENCASED IN A JOINT OF 150 DISTURBED. ALL SEDIMENT TRAPPING DEVICES SHALL BE CLEANED WHEN THE SEDIMENT LEVEL REACHES 25% TESTS SHOULD BE PERFORMED IN THE INSPECTOR'S PRESENCE UNLESS DIRECTED OTHERWISE BY THE INSPECTOR. PSI PRESSURE CLASS PIPE AT LEAST 18 FEET LONG AND TWO NOMINAL SIZES LARGER THAN THE WATERLINE. THE 5. THE BOUNDARY SURVEY DATA WAS PROVIDED BY KERR SURVEYING, CO., UNDER THE DIRECTION OF MR. BRAD CAPACITY. SEDIMENT SHALL BE DISPOSED OF BY SPREADING ON SITE OR HAULING AWAY IF NOT SUITABLE FOR FILL. SPACE AROUND THE CARRIER PIPE SHALL BE SUPPORTED AT 5' OOT INTERVALS WITH SPACERS OR BE FILLED TO THE KERR, RPLS No. 4502. THE TOPOGRAPHIC AND UTILITY INFORMATION SHOWN IS DERIVED FROM A GENERAL (B) IN AREAS NOT UNDER STRUCTURES, INITIAL BEDDING & BACKFILL SHALL BE BANK RIVER SAND. FINAL SPRINGLINE WITH WASHED SAND. THE ENCASEMENT PIPE SHA L BE CENTERED ON THE CROSSING AND BOTH ENDS TOPOGRAPHIC SURVEY PERFORMED BY RME CONSULTING ENGINEERS, FOR THE SOLE PURPOSE OF ENGINEERING DESIGN. BACKFILL MAY BE FINELY DIVIDED EXCAVATION MATERIAL AND SHALL BE COMPACTED IN MAXIMUM 8" LIFTS TO A 4. DURING CONSTRUCTION, CONTRACTOR SHALL MAINTAIN BEST MANAGEMENT PRACTICE (BMP). SEDIMENT FENCE, DENSITY OF NOT LESS THAN 90% OF STANDARD MAXIMUM DENSITY AS DETERMINED USING ASTM D-698 AT A SEALED WITH CEMENT GROUT OR MANUFACTURED SEAL. 6. PROJECT BENCHMARKS: HAY BALE BARRIERS, OR OTHER SEDIMENT TRAPPING DEVICES SHALL CONTROL ALL STORM WATER LEAVING THE SITE. MOISTURE CONTENT OF 0% TO 4% OF OPTIMUM MOISTURE. DENSITY TESTS SHOULD BE PERFORMED AT LEAST EVERY 3. NO CAST -IN-PLACE MANHOLES SHALL BE USED. 200 LINEAR FEET FOR EVERY TWO (2) FEET OF FILL AT LOCATIONS SPECIFIED BY THE ENGINEERING INSPECTOR. TEST CoCS GPS MON. NO. 122: ALUMINUM CAP SET IN CONCRETE IN THE SID 5. THE CONTRACTOR SHALL .BE RESPONSIBLE FOR ESTABLISHING TEMPORARY EROSION CONTROL MEASURES AS � i CLIENT INFORMATION SIDEWALK OF UNIVERSITY DRIVE NEAR THE SHOULD BE PERFORMED IN THE INSPECTORS PRESENCE UNLESS DIRECTED OTHERWISE BY THE INSPECTOR. 4. ALL SANITARY SEWER PIPE 6" TO 12" SHALL BE SDR 26 I C SEWER PIPE MEETING ASTM SPECIFICATION D-3034 SOUTHWEST CORNER OF ITS INTERSECTION WITH TARROW STREET. REQUIRED FOR DIFFERENT PHASES OF CONSTRUCTION. EROSION CONTROL MEASURES SHOWN MAY NEED TO BE I BRYAN LINKS, LLC ADJUSTED TO HANDLE INCREASED OR CONCENTRATED FLOWS CREATED BY VARIOUS STAGES OF THE CONSTRUCTION. HAVING A MINIMUM PIPE STIFFNESS OF 115, UNLESS OTHERWISE OTED. (ECFV. = 329.57 -NGVD 29) 5. CONTRACTOR SMALL INSTALL 14 GAUGE SOLID COPPER TRACING WIRE DIRECTLY ABOVE ALL PVC PUBLIC UTILITY ( 2020 OAKWOOD TRAIL LINES, TAPED EVERY 10', AND METAL DETECTOR TAPE SHALL BE PLACED ABOVE THE LINE NO DEEPER THAN 24", PER COLLEGE STATION,. TX. 77845 6. THE CONTRACTOR IS RESPONSIBLE FOR FILING A NOTICE OF INTENT PRIOR TO COMMENCEMENT OF WORK AND A 5. ANY AND ALL D.I.P.DPTO BE USED WILL HAVE BOTH( EXTERNAL AND INTERNAL PROTECTION. EXTERNAL T.B.M. 1�. RAILROAD SPIKE SET IN POWER POWER ON THE SOUTH SIDE OF THE INTERSECTION OF EISENHOWER B CS STANDARD CONSTRUCTION DETAIL W1-03. , OFF: (979) 218-1858 STREET AND LIVE OAK STREET. NOTICE OF TERMINATION AT THE COMPLETION OF THE PROJECT TO THE TCEQ. _A LAMINATED COPY OF THE / POLYETHYLENE TUBING OR DOUBLE WRAP WILL BE 8 MILS TICK PER LA,ER AND TIED TO PIPE AT 3 MAXIMUM CONSTRUCTION SITE NOTICE NO] AND SWPPP VISIBLE FROM THE PUBLIC RIGHT-OF-WAY SHALL BE POSTED AT THE INTERVAL (IF LAID), OR BANDED TO PIPE AT 1' MAXIMUM'! NTERVALS (w/SCREW-TIGHTENED STEEL BANDS) (IF (ELEV. = 335.41' - NGVD 29) SITE B: WATER: JACKED). INTERNAL POLYETHYLENE (OR POLYURETHANE) LINER OR COATINGS) WILL BE 40 MILS THICK. 1. ALL WATER LINE FITTINGS AND SPECIALS SHALL BE MECHANICAL JOINT, DUCTILE IRON, CLASS 350, WITH EMAIL: ghudsonC�Dsunbelt-graphics.c m UNLESS OTHERWISE SPECIFIED. 7. PHASE TWO EROSION CONTROL MEASURES SHALL BE IMPLEMENTED IMMEDIATELY AFTER CONSTRUCTION OF THEIR STAINLESS STEEL NUTS AND BOLTS, fi. CONTRACTOR SHALL INSTALL DRIP PAN ON EACH SANITARY SEWER MANN LE LOCATED IN PAVEMENT. FILENAME: 0381 CV1A I SCALE: N/A ASSOCIATED IMPROVEMENTS. INLET PROTECTION BARRIERS SHALL BE CONSTRUCTED WITH HAY BALES OR SILT FENCING. 2. UNLESS OTHERWISE SPECIFIED, THE CONTRACTOR MAY DEFLECT WATER LINES A MAXIMUM OF 1 DEGREE PER JOINT. TRAFFIC CONTROL NOTES: INLETS LOCATED IN PAVEMENT SHALL BE PROTECTED WITH SAND BAGS, REPLACING THE HAY BALES OR SILT FENCING, SUBMITTED DATE: OCTOBER 12, 2009 ONCE THE PAVEMENT IS IN PLACE. EROSION CONTROL MEASURES SHALL BE KEPT IN PLACE UNTIL UPSTREAM THIS DEFLECTION SHALL OCCUR ALONG THE BARREL OF THE PIPE AND NOT AT THE JOINT. DRAWN BY: Ri .A.M. 1. CONTRACTOR SHALL PROVIDE AND INSTALL TRAFFIC CONTROL DEVICES IN CONFORMANCE WITH PART VI OF THE DRAINAGE AREAS ARE FULLY STABILIZED. PRIVATE UTLLITY NOTES: C. SANITARY SEWER: CHECKED BY: "R.A M_ TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (TEXAS MUTCD, MOST RECENT EDITION WITH REVISIONS) 8 THE CONTRACTOR IS RESPONSIBLE FOR REMOVING SEDIMENT CONTROL DEVICES AFTER THE SITE HAS BEEN SEEDED 1. MANHOLES SHALL BE VACUUM TESTED AND SEWER LINES SHALL BE AIR TESTED AND TV CAMERA INSPECTED DURING CONSTRUCTION. ACCORDING TO B/CS UNIFIED SPECIFICATION NO. 490 PRIOR TO ACCEPTANCE. 1. THE CONTRACTOR SHALL INSTALL THE PROPOSED PRIVATEUTILITY LINES IN ACCORDANCE WITH LOCAL CODES, FIELD BOOK: 12 PAGES: 49-56 AND/OR SODDED, AND GROUND COVER HAS TAKEN ROOT. LATEST NATIONAL PLUMBING CODE AND ALL APPLICABLE STATE AND LOC LAWS. OTHER PRIVATE OR PUBLIC RME CONSULTING ENGINEERS 2. LANE CLOSURE WILL NOT BE ALLOWED UNLESS APPROVED BY THE AREA OR CITY ENGINEER, WHICHEVER IS UTILITIES SHALL BE INSTALLED IN ACCORDANCE WITH THE UTILITY COMPANY'S SPECIFICATIONS. SHOULD THESE CLIENT NO. PROJECT N0. APPLICABLE. 9. THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO ENSURE THAT ALL DISTURBED AREAS ARE �, STABILIZED. DESIGNATED AREAS SHALL BE BLOCK SODDED, AND ALL OTHER AREAS DISTURBED DUE TO DRAWINGS AND SPECIFICATIONS DIFFER WITH OTHER UTILITY C PANY'S SPECIFICATIONS, THE STRICTER OF THE TWO �y�^ �� CONSTRUCTION SHALL BE HYDRO -MULCHED SEEDED. THESE STABILIZED AREAS SHALL BE SODDED OR SEEDED, SHALL APPLY. L L 3. THE WORK SHALL BE COMPLETED SUCH THAT THE ROADWAY WILL BE FULLY OPENED TO TRAFFIC OVERNIGHT. FERTILIZED, AND WATERED TO ESTABLISH A SOLID GROUND COVER WITHIN 30 DAYS OF COMPLETION, OR IF ACTIVITY OVERNIGHT LANE CLOSURES WILL NOT BE PERMITTED, UNLESS OTHERWISE APPROVED BY THE APPLICABLE ENGINEER. CEASES FOR MORE THAN 14 DAYS. 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR T PAYTOR IND OBTAIN ALL REQUIRED PERMITS AND INSPECTION APPROVALS FOR ALL WORK SHOWN. 4. PLASTIC DRUMS SHALL BE USED FOR OVERNIGHT DELINEATION OF OFF ROADWAY WORK: AREAS. 10. WHEN HYDROMULCH IS REQUIRED, CONTRACTOR SHALL KEEP MULCH MOIST AFTER INSTALLATION AND UNTIL AREA SHOWS GROWTH. 3. THE CONTRACTOR SHALL COORDINATE ALL INSTALLATIONS SERVICES LINES, CONDUIT, METERS, ETC... WITH THE 5. THE STANDARD TxDOT TRAFFIC CONTROL PLAN (TCP1-2-98) IS ISSUED FOR REFERENCE ONLY. IF REQUIRED, THE APPROPRIATE UTILITY COMPANY. 001 CONTRACTOR SHALL PROVIDE TxDOT WITH A SITE SPECIFIC TRAFFIC CONTROL PLAN FOR APPROVAL AND USE. 11. EROSION CONTROL MEASURES SHALL BE IMPLEMENTED PRIOR TO ANY EXCAVATION OR DEMOLITION WORK. SHEET 2 OF 11 -- --_ GENERAL CONSTRUCTION NOTES: DEMOLITION NOTES: GRADING .NOTES: PAVING .NOTES: i i I. r� V 1. THE CONTRACTOR SHALL PROMPTLY NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THESE PLANS AND 1. DEMOLITION OF EXISTING STRUCTURES AND IMPROVEMENTS SHALL INCLUDE ALL WORK CONTAINED ON THESE 1. ALL UNPAVED AREAS SHALL BE ADEQUATELY GRADED TO DRAIN AT .A MINIMUM OF 1.00% SLOPE SO THAT NO 1. THE PAVEMENT SYSTEM SHOWN WAS DESIGNED WITHOUT THE AID OF A GEOTECHNICAL INVESTIGATION AND _ OTHER CONSTRUCTION DRAWINGS OF DIFFERING DISCIPLINES & SPECIFICATIONS. PLANS, BUT SHALL NOT BE LIMITED TO THE ITEMS SPECIFICALLY IDENTIFIED, ANY MATERIALS TO BE DEMOLISHED OR PONDING OCCURS. RECOMMENDATIONS. DUE TO THE PLASTIC SOILS WITHIN THIS 'i' EA SOME MINOR DIFFERENTIAL MOVEMENT MAY STILL CLEARED SHALL BE COMPLETELY REMOVED AND DISPOSED OF. THIS WORK V!ILL NOT ONLY CONSIST OF ABOVE OCCUR DUE TO SEASONAL SOIL MOISTURE VARIATIONS. j h 2. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF THE EXISTING UTILITIES GROUND ITEMS, BUT UNDERGROUND ELEMENTS AS WELL, INCLUDING BUT NOT Llli^ITED TO:. TREE ROOTS, FOUNDA11ON 2. UNLESS OTHERWISE SPECIFIED, UNPAVED AREAS SHALL DRAIN AWAY {=ROM BUILDINGS AT A MINIMUM SLOPE OF -t-in E tvtee3^s AS SHOWN ON THESE CONSTRUCTION PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE SYSTEMS, OLD PIPES, ETC... THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY ADDITIONAL ITEMS THAT 1.00% OR SO THAT THE PERIMETER CURB IS 6" LOWER THAN THE FINISH FLOOR. 2. THE CONTRACTOR SHALL REFER TO THE 2009 B/CS UNIFIE SPECIFICATIONS &STANDARDS FOR ALL PAVING AND --�I _ POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED UPON AS BEING EXACT OR REQUIRE DEMOLITION, NOT IDENTIFIED ON THIS PLAN, PRIOR TO REMOVAL. DRAINAGE CONSTRUCTION. TESTING REQUIREMENTS ARE MINIMJL REQUIREMENTS. THE CONTRACTOR SHALL PROVIDE 7607 EASTMARK DR_, STE. 252A <; COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO AVOID ALL EXISTING UTILITIES AND REPAIR ANY DAMAGED 1 ALL TESTING REQUIREMENTS OUTLINED IN THE APPLICABLE Ill IFIE0 SPECIFICATIONS THAT EXCEED THESE MINIMAL POST OFFICE BOR 9253 LINES, AT HIS OWN EXPENSE, WHETHER THE UTILITY IS SHOWN ON THE PLANS OR NOT. THE CONTRACTOR SHALL _ 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO STAGE AND SEQUENCE ALL DEMOLITION WORK WITH 3. FINISH GRADE ADJACENT TO CURBING OR SIDEWALKS SHALL BE 2" BELOW THE TOP OF CONCRETE AND IN REQUIREMENTS. THE CONTRACTOR SHALL PROVIDE FIVE (5 OPIES OF (N ORGANIZED, BOUND REPORT ALL ALL NOTIFY THE APPROPRIATE UTILITY COMPANY 48 HOURS PRIOR TO ANY EXCAVATION. THE CONTRACTOR SHALL ALSO THE ENGINEER & UTILITY COMPANIES TO PROVIDE MINIMAL INTERRUPTION AND INCONVENIENCE OF UTILITY SERVICES LANDSCAPING AREAS, 2 BELOW. TESTING INSPECTION, REPORTS, AND EFFORTS AT THE END OF E PROJECT. COLLEGE STATION, TEXAS 77842 NOTIFY THE ENGINEER IF DESIGN CHANGES NEED TO BE MADE IN THE FIELD. AND SUCH SEQUENCE AND STAGING OF WORK SHALL BE APPROVED BY THE ENGINEER PRIOR TO COMMENCEMENT OF EMAIL: civil@rmengineer.com WORK. F4. WHEN LOWL NE. GRADES FOR TOP OF CURB AND GUTTER FLOWLINE DIFFER, THE SLOPES SHOWN ARE FOR THE GUTTER 3. THE CONTRACTOR SHALL REFER TO THE STRUCTURAL ENGII,EER'S PLANS FOR SPECIFICATIONS, PROCEDURES, AND OFFICE - (979) 764-0704 CONTACT :INFORMATION: REQUIREMENTS FOR THE BUILDING PAD. THE FOLLOWING 'SP IFICATIONS AND STANDARDS ARE FOR THE SITE AND FAX _ (979 ) 764-0704 TEXAS ONE CALL: 800-245-4545 3. DEMOLISHED SURPLUS MATERIAL SHALL BE LEGALLY DISPOSED OF OFF-SITE. PAVEMENT ONLY. LONE STAR ONE CALL: (800) 669-8344 5. WHEN TOP OF CURB ELEVATIONS ARE SHOWN, THE CURB HEIGHT IS 6" UNLESS OTHERWISE SPECIFIED. TEXAS EXCAVATION SAFETY SYSTEM (DIGTESS): (800) 344-8377 4. ALL PAVEMENT EDGES, BOUNDING THE CONSTRUCTION AREA & MATCHING WITH NEW CONSTRUCTION, SHALL BE A.. SUBGRADE: I SURVEYOR CoCS: ELECTRICAL DIVISION - (979) 764-3660 NEATLY SAW CUT, UNLESS GRAVEL. FLEXIBLE PAVEMENT SHALL BE SAW CUT" A MINIMUM OF 24" BEYOND ANY 6. THE CONTRACTOR SHALL FOLLOW THE GENERAL INTENT OF THE GRADING PLANS. MINOR ADJUSTMENTS TO 1. EXISTING TREES, STUMPS, AND LARGE TREE ROOT SYS S, SHALL B GRUBBED AND REMOVED. VEGETATION KERR SURVEYING, LLC CoCS: WATER &SEWER DIVISION - (979) 764-3435 PROPOSED STRUCTURES. ACTUAL ELEVATIONS SHOWN ON THE GRADING PLAN MAY BE REQUIRED TO MATCH EXISTING GROUND ELEVATIONS & SHALL BE REMOVED AND THE TOP 6" OF TOP SOIL AND SUBG ADE SHALL E STRIPPED FROM THE AREAS COVERED 505 CHURCH STREET STRUCTURES. COLLEGE STATION, TX 77841 BRYAN TEXAS UTILITIES (BTU): ELECTRICAL DIVISION - (979) 821-58655. THE CONTRACTOR SHALL CLEAR ALL RIGHT-OF-WAYS AND EASEMENTS CONTAINED IN THESE CONSTRUCTION BY THE PROPOSED IMPROVEMENTS. VERIZON: JIM SURVANT - (979) 821-4300 DRAWINGS. 7. SLOPES BETWEEN PROPOSED CONTOURS SHALL BE 6:1 (MAXIMUM) UNLESS OTHERWISE SPECIFIED (DO NOT SCALE). OFF: (979) 268-3195 ATMOS ENERGY: KIMBERLY WINN - (979) 774-2506 2 PAVING AREAS SHALL BE PROOF -ROLLED AND, IF REQUIR AT THE 11 E OF CONSTRUCTION, THE CONTRACTOR FAX: (979) 691-8904 EXXON -MOBILE: MICHAEL HLUZA - (281). 591-3720 6. THE CONTRACTOR SHALL FIELD VERIFY AND LOCATE ALL EXISTING UTILITIES ON SITE PRIOR TO DEMOLITION. 8. ADEQUATE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION AND ANY DRAINAGE DITCH OR SHALL STABILIZE WEAK AREAS AS DIRECTED BY THE ENGINE EXCAVATION AND BACKFILLING, REPROCESSING TO REMOVE MORS MITIATI RE, MODIFI N OF WEAK AREAS MAY INCLUDE OVER WITH LIME OR CEMENT ADMIXTURE, SEMINOLE PIPELINE: JIM ROLAND - (979) 421-0460 STRUCTURE DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO EXISTING CONDITIONS OR BETTER. OR USING GEOTEXTILES. FOLLOWING PROOF -ROLLING, THE SU GRADE HAL IATION BE COMPACTED TO BETWEEN 95% AND CITGO GAS: DOUG CLINE - (713) 416-1289 7. THE CONTRACTOR SHALL PERFORM DEMOLITION ACTIVITIES AS NOTED AND SHOWN ON THESE PLANS AND AS 100% OF THE MAXIMUM DENSITY AS DETERMINED BY ASTM D 8. MOISTURE CONTENT SHALL BE BETWEEN 0% AND ENERGY TRANSFER PIPELINE: BENNY LLOYD - (979) 820-5751 DIRECTED BY THE OWNER/DEVELOPER. 9. THE APPROVAL OF THESE PLANS IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD +4% OF THE OPTIMUM MOISTURE CONTENT. ONE IN-PLACE ''D N.SITY EST I SHALL BE PERFORMED FOR EVERY .5,000 CONDITIONS WARRANT OFF-SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS. SUDDENLINK: MIKE LAVENDER - (979) 846-2229 SQ.FT. WITH A MINIMUM OF THREE (3) TEST BEING PERFORMED. 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ANY PERMITS . AND PAY ANY FEES REQUIRED ANY ADJACENT PROPERTY AND RIGHT-OF-WAY DISTURBED DURING CONSTRUCTION WILL BE RETURNED TO THEIR FOR DEMOLITION AND DISPOSAL FROM THE APPROPRIATE AUTHORITIES. EXISTING CONDITIONS OR BETTER. 3. CONTRACTOR TO VERIFY ALL UNDERGROUND UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION. 3. EXISTING DRAINAGE WAYS THAT ARE TO BE FILLED SHALL AVS BENCHES EXCAVATED INTO THE SIDE WALLS OF S S�IOUL1 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING UTILITIES OR SERVICE LINES 9 THE CONTRACTOR SHALL INSTALL ALL EROSION AND SEDIMENT CONTROL DEVICES, AS SHOWN ON THE SWPPP, THE CHANNEL SIDESLOPES PRIOR TO PLACEMENT OF FILL. BE 5 CHEBE AT LEAST SIX- FEET IN WIDTH WITH ONE BENCH BEING PLACED VERTICALLY FOR EVERY TWO FEET 0 CHANNEL HEIGHT. THAT ARE CROSSED OR EXPOSED DURING CONSTRUCTION OPERATIONS. WHERE EXISTING UTILITIES OR SERVICE LINES PRIOR TO COMMENCING DEMOLITION WORK. GENERAL UTILITY NOTES (PRIVATE & PUBLIC ARE CUT, BROKEN, OR DAMAGED, THE CONTRACTOR SHALL REPAIR OR REPLACE THE UTILITIES OR SERVICE LINE WITHA. 10. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UTILITIES THAT ARE TO REMAIN IN PLACE. 4. MATERIAL EXCAVATED ON SITE, EXCLUDING THE TOP 6", ; Y BE USED AS A FILL MATERIAL, UNDER PAVEMENT THE SAME TYPE OF MATERIAL AND CONSTRUCTION OR BETTER; THIS MATERIAL AND WORK SHALL BE AT THE AREAS ONLY, AS LONG AS THE PI IS BETWEEN 19 AND 35, WIIH A LIQUID -IMIT LESS THAN 49, AND THE MATERIAL CONTRACTOR'S OWN EXPENSE. 1. ALL EXCAVATION FOR UNDERGROUND UTILITIES SHALL BE MADE TRUE TO GRADE. EXCAVATION SHALL BE MADE A IS FREE FROM TRASH, LUMPS, CLODS, ORGANIC SUBSTANCE & ER FOREIG MATTER. r �: 11 THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO AVOID UNNECESSARY DAMAGE TO ANY EXISTING ROAD 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 SURFACE. PIPING SHALL BE MADE WITH EARTH OR FILL SAND, FREE OF DEBRIS, AND SHALL BE TAMPED BY HAND OR 5. SUBGRADE MATERIAL, UNDER PAVEMENT STRUCTURES, CON31STING OF GRANULAR SOILS WITH A LOW PLASTICITY AND ACCEPTABLE MANNER AS FAR AS PRACTICAL. THE CONTRACTOR SHALL CLEAN AND REMOVE FROM THE MECHANICAL MEANS TO THE DENSITY OF THE ADJACENT UNDISTURBED EARTH OR TO 95% STANDARD PROCTOR (PI<7) SHALL BE STABILIZED WITH TYPE 1 PORTLAND CEMENT PPRC)XIMATE Y 4% BY WEIGHT)' PROJECT AREA ALL SURPLUS AND DISCARDED MATERIALS, TEMPORARY STRUCTURES, AND DEBRIS OF ANY KIND AND 12. ALL EXISTING ITEMS THAT ARE TO REMAIN IN PLACE WHICH ARE DAMAGED DURING CONSTRUCTION SHALL BE ( DENSITY ASTM 0698 , WHICHEVER !S GREATER. ALL TRENCHING AND EXCAVATION SHALL BE DONE IN STRICT RESTORED TO ORIGINAL CONDITION, OR BETTER, AT THE SOLE EXPENSE OF THE CONTRACTOR. ( ) SHALL LEAVE THE PROJECT SITE IN A NEAT AND ORDERLY CONDITION. ALL CLEAN UP WILL BE DONE TO THE ACCORDANCE WITH CURRENT OSHA REQUIREMENTS AND ALOTHER APPLICABLE SAFETY CODES AND STANDARDS. 6. SUBGRADE MATERIAL, UNDER PAVEMENT STRUCTURES, CON :ISTING OF ClAYEY SANDS, SANDY CLAYS AND CLAYS MARK DATE DESCRIPTION SATISFACTION OF THE ENGINEER. L . 13. SHOULD ANY EXITING UTILITIES NOT SHOWN OR SHOWN INCORRECTLY ON THIS PLAN BE FOUND ON SITE, THE OF INTERMEDIATE PLASTICITY (7<PI<20) SHALL BE STABILE ED WI EQUAL RATIOS OF LIME AND FLY ASH 2. MINIMUM BURY 0 COVER SPECIFIED IS TO BE MEASURE FROM 6. CONTRACTOR SHALL COMPLY WITH LATEST EDITION OF OSHA REGULATIONS AND THE STATE OF TEXAS- LAWS CONTRACTOR SHALL CONTACT THE ENGINEER IMMEDIATELY TO DISCUSS ANY POSSIBLE CONFLICTS BEFORE- PROCEEDING R D 0 FINISHED GRADES. WHERE UTILITY LINES EXTEND (APPROXIMATELY 3% EACH BY WEIGHT). �5 /® COMPLETE CONCERNING EXCAVATION. WITH ANY WORK IN THAT AREA. UNDER" PAVEMENT, THE BURY OR COVER SHALL BE MEASURED FROM THE BOTTOM OF THE STRUCTURE. 7. SUBGRADE MATERIAL, UNDER PAVEMENT STRUCTURES, CON : ISTING OF CLAYS OF HIGH PLASTICITY (PI>20) SHALL NOT FOR 7: A COPY OF THE APPROVED CONSTRUCTION .DRAWINGS .M.U.ST BE KEPT ON .SITE AT ALL TIMES THROUGH OUT THE 14. AN ASBESTOS SURVEY MUST BE PERFORMED PRIOR TO THE DEMOLISHING OF ANY STRUCTURES. THE 3. UTILITY INSTALLATIONS IN NON-STRUCTURAL AREAS SHALL BE BEDDED AND INITIAL BACKFILL CONSISTENT WITH BE STABILIZED WITH TYPE A HYDRATED LIME (APPROXIMATELY 6-° BY WEIGHT)'. ENTIRE DURATION OF CONSTRUCTION OF THIS PROJECT. CONTRACTOR SHALL MAINTAIN CONTRACTOR SHALL ADHERE TO THE REQUIREMENTS SET FORTH IN THE ASBESTOS SURVEY AND REPORT. NON-STRUCTURAL REQUIREMENTS. IN STRUCTURAL AREAS (UNDER FOUNDATIONS, PAVEMENTS, WALKS, ETC...) THE M N A SET OF REDLINE DRAWINGS, UTILITIES SHALL BE BEDDED AND INITIAL BACKFILLED WITH CEMENT STABILIZED SAND. FINAL BACKFILL IN THESE 8, STABILIZED MATERIAL OR FILL MATERIAL SHALL BE PLACED IN EIGHT INCH MAXIMUM LOOSE LIFTS, WITH EACH LIFT CONSTRUCTION( RECORDING AS -BUILT CONDITIONS DURING CONSTRUCTION. THESSON REDLINE MARKED UP DRAWINGS WILL BE SUBMITTED 15. THE CONTRACTOR SHALL COORDINATE ALL WATER AND SANITARY SEWER CONNECTIONS WITH THE CITY OF AREAS SHALL BE COMPACTED BY MECHANICAL TAMPING TO STRUCTURAL COMPACTION REQUIREMENTS. WETTED OR DRIED TO A MOISTURE CONTENT RANGE OF 0% 0 +3X OF THE OPTIMUM MOISTURE CONTENT AND TO THE DESIGN CONSULTANT WHO WILL MAKE THE CHANGES ON THE ORIGINAL TRACINGS, LABELING EACH SHEET IN THE SET AS "RECORD DRAWINGS" AND RETURNING SAME TO THE CITY ENGINEER. COLLEGE STATION -WATER & SEWER DIVISION AND THE CITY INSPECTOR. PRIOR TO CONNECTION WITH EXISTING UTILITY COMPACTED TO A UNIFORM DENSITY OF 95% OF THE MAXIMUM RY DEN ITY S DETERMINED BY ASTM D698. REVIEW ONLY LINES ALL NEW LINES & STRUCTURES, RESPECTIVELY, SHALL BE IN PLACE, TESTED, AND APPROVED SO THAT THEY 4. REGARDLESS OF ELEVATIONS SHOWN FOR MANHOLE RIMS, CLEAN-OUT COVERS, OR GRATES, THESE ITEMS SHALL 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFEGUARDING AND PROTECTING ALL MATERIAL AND EQUIPMENT CAN BE PROMPTLY CONNECTED & PLACED IN SERVICE WITH MINIMUM DISRUPTION. BE PLACED FLUSH WITH THE PROPOSED PAVEMENT ELEVATION AND SLOPE. MANHOLES AND CLEAN -OUTS NOT IN 9• COMPACTION TESTS, FOR FILL, SHALL BE VERIFIED BY IN " PLACE DENSITY TESTS FOR EACH LIFT (1 TEST PER 10/12/09 STORED ON THE JOBSITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE STORAGE OF MATERIALS IN A SAFE PAVEMENT AREAS SHALL BE SET 3 ABOVE THE FINISHED GRADE. 5,000 SQ.FT. OF FILL AREA) WITH A MINIMUM OF THREE (3) TE. F BEING �PER FORMED PER LIFT_ AND WORKMANLIKE MANNER TO PREVENT INJURIES, DURING AND AFTER WORKING HOURS, UNTIL PROJECT COMPLETION. 16. THE CONTRACTOR SHALL COORDINATE AND SCHEDULE ELECTRICAL SERVICE FACILITIES WITH THE CITY OF COLLEGE STATION -ELECTRICAL DIVISION. THIS WORK WILL BE PERFORMED BY CoCS-ELECTRICAL DIVISION, BUT THE 5. CONTRACTOR SHALL UNCOVER EXISTING UTILITIES AT ALL "POINTS OF CROSSING" TO DETERMINE IF CONFLICTS 10. STABILIZED MATERIAL SHOULD BE ROTARY TILLED TO FI OVIDE (A HMOGENEOUS MIXTURE THAT MEETS THE CONTRACTOR SHALL BE RESPONSIBLE FOR REIMBURSEMENT OF ALL WORK, SERVICES, AND MATERIALS REQUIRED BY EXIST BEFORE COMMENCING ANY CONSTRUCTION. NOTIFY THE ENGINEER AT ONCE OF ANY CONFLICT. 9. CONTRACTOR. SHALL SAW CUT REMOVE AND REPLACE CONCRETE. OR HMAC PAVEMENT,. CURB AND GUTTER. AS GRADATION REQUIREMENTS SPECIFIED IN THE TxDOT, (JUNE 1, 004) �'ANARD SPECIFICATIONS FOR CONSTRUCTION CoCS TO PERFORM SUCH DUTIES. AND MAINTENANCE OF HIGHWAYS, STREETS & BRIDGES, ITEM N:. 260 OR LIME TREATMENT AND ITEM NO. 265 FOR REQUIRED TO CONSTRUCT PROPOSED IMPROVEMENT(S). 6. THE CONTRACTOR SHALL COORDINATE ALL UTILITY INSTALLATION SO THAT GRADE CRITICAL ELEMENTS (I.E. STORM FLY ASH. 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PAY FOR AND OBTAIN ALL REQUIRED PERMITS AND 17. THE CONTRACTOR SHALL COORDINATE AND SCHEDULE THIS WORK WITH ATMOS ENERGY AND WITH THE DRAIN, SANITARY SEWER, ETC...) DO NOT CONFLICT WITH NON -GRADE CRITICAL ELEMENTS (I.E. ELECTRICAL CONDUIT, iPRELIMINARY I INSPECTION APPROVALS FOR INSTALLATION OF THE REQUIRED REPLACEMENT FACILITIES. THIS WORK WILL BE PERFORMED BY ATMOS ENERGY, BUT WATER SERVICES, ETC.... 11 THE SUBGRADETHE BACK OF CURB OR EDGE OF PAVEMENT R ALL WORK SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REIMBURSEMENT OF ALL WORK, SERVICES, AND MATERIALS REQUIRED ) "SHALL BE STABILIZED TWO FOOT {2') BI.YOND TH .ATMOS ENERGY TO PERFORM .SUCH DUTIES. WHICHEVER IS GREATER, UNLESS OTHERWISE SPECIFIED BY STR( ER REQUIRE ENTS. THIS DOCUMENT IS RELEASED 11. ANY ADJACENT PROPERTY AND RIGHT-OF-WAY DISTURBED DURING CONSTRUCTION WILL BE RETURNED TO THEIR 7. THE CONTRACTOR SHALL FURNISH ALL MATERIALS, EQUIPMENT, AND LABOR FOR EXCAVATION, BORING, FOR THE PURPOSE OF INTER( EXISTING CONDITIONS OR BETTER. INSTALLATION, BACKFILLING OF UTILITY LINES AND RELATED APPURTENANCES AS SHOWN ON THE PLANS. 12. COMPACTION TEST, ,FOR. STABILIZED MATERIAL, SHALL BE VERIFIED BY I PLACE DENSITY TEST FOR EACH LIFT (1 18. THE CONTRACTOR SHALL COORDINATE AND SCHEDULE INSTALLATION OF PHONE SERVICES WITH VERIZON REVIEW UNDER THE UTHORITY TELEPHONE COMPANY. THIS WORK WILL BE PERFORMED BY VERIZON, BUT THE CONTRACTOR SHALL BE RESPONSIBLE TEST PER 5,000 SQ.FT. OF FILL AREA) WITH A MINIMUM OF THR E (3) TEST SING PERFORMED PER LIFT. OF RABON A. METCALF, P.E. 12. ALL WORK WITHIN THE STATE, COUNTY, OR CITY RIGHT-OF-WAY SHALL BE -PERFORMED-1N»wACCORDANCE WITH 8. THE LOADING AND UNLOADING OF ALL PIPE AND OTHER ACCESSORIES SHALL BE IN ACCORDANCE WITH THE �, APPLICABLE .STANDARDS AND SPECIFICATIONS .AS TO THE INSTALLATION AND EROSION CONTROL PROTECTION.- FOR REIMBURSEMENT OF ALL WORK, SERVICES, AND MATERIALS REQUIRED BY VERIZON TO PERFORM SUCH DUTIES. MANUFACTURER'S RECOMMENDED PRACTICES AND SHALL, AT ALL TIMES, BE PERFORMED WITH CARE TO AVOID ANY B. PORTLAND CEMENT CONCRETE: N0. 88583, ON OCTOBER 12, DAMAGE TO THE MATERIAL. THE CONTRACTOR SHALL LOCATE AND PROVIDE THE NECESSARY STORAGE AREAS FOR 1. ALL CONCRETE, UNLESS OTHERWISE SPECIFIED, SHALL B 4-1 SCK MIX WITH A MINIMUM COMPRESSIVE 2009 IT IS NOT TO BE USED 19. THE CONTRACTOR SHALL STAGE AND SEQUENCE ALL DEMOLITION AND CONSTRUCTION SO THAT THE EXISTING / 13. ALL _EXPOSED _DIRT SURFACES SHALL .BE SEEDED/HYDROMULCHED. YARDS WITH SODD SHALL BE RESODDED TO FACILITIES CAN REMAIN OPERABLE, WITH MINIMUM DISRUPTIONS TO SERVICE. THE CONTRACTOR SHALL COORDINATE STRENGTH OF 3500 PSI AT ,,28 DAYS. THE SAME CONDITIONS OR BETTER. MATERIALS AND EQUIPMENT. FOROR PERMITCPURPOBIDDING ALL DEMOLITION AND CONSTRUCTION WITH THE OWNER. i 9. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL CONNECTIONS TO PUBLIC SYSTEMS AND 2. ALL CONCRETE SHALL BE PROPERLY VIBRATED WHEN PLA D AND NOT RAKED A DISTANCE GREATER THAN TEN 14. PROPOSED SIGNS, OR THOSE WHICH REQUIRE RELOCATION, SHALL BE DONE IN ACCORDANCE TO THE FOLLOWING_ INSTALLATIONS WITH REGULATORY INSPECTOR. STANDARDS: SMD (GEN) -02 &SMD (SLIP -1)-02 THRU SMD (SLIP -3)-02 20: DURING ALL PHASES OF CONSTRUCTION, THE CONTRACTOR SHALL MAINTAIN FIRE ACCESS AND FIRE FLOWS, TO (1 0) FEET. ALL EXISTING AND PROPOSED BUILDINGS, IN A MANNER THAT IS ACCEPTABLE TO THE FIRE MARSHALL. FIRE 10. THIS PROJECT SHALL BE BUILT BY MEANS OF OPEN CUT EXCEPT AS NOTED ON THE DRAWINGS. CONTRACTOR ACCESSIBILITY SHALL MEET THE MINIMUM REQUIREMENTS: 3. THE CONTRACTOR SHALL FOLLOW THE GENERAL INTENT OF IHE JOINT PLI NS SHOWN. JOINT SPACING SHALL NOT 15. THE TEXAS UNIVERSAL TRIANGULAR SLIP BASE SIGN SUPPORTS WILL BE REQUIRED FOR ALL SIGNAGE WITHIN TO DETERMINE THE LOCATIONS OF BORE PITS IN FIELD SUBJECT TO THE INSPECTORS APPROVAL. EXCEED 15' IN ANY DIRECTION TO ANOTHER JOINT OR EDGE OF AVEME T. ONTROL JOINTS SHALL BE CUT BETWEEN TxDOT RIGHT-OF-WAY. A. DURING CONSTRUCTION THE EXISTING BUILDING SHALL BE ACCESSIBLE BY EISENHOWER STREET AND A 4 AND 18 HOURS AFTER PLACEMENT OF CONCRETE AND MAY 161' SUBSTITUTE ,WITH CONSTRUCTION JOINTS. CLEAR PATH TO ALL EXISTING FIRE HYDRANTS, SHALL BE MAINTAINED; 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 B, PRIOR TO CONSTRUCTION OF ALL PROPOSED BUILDINGS, THE PROPOSED PUBLIC WATER SYSTEM 4. EXPANSION JOINTS SHALL NOT EXCEED A MAXIMUM SPACIN : OF 60' AN SHOULD NOT BE PLACED THROUGH THE SHALL BE CLEANED DAILY. IMPROVEMENTS SHALL BE INSTALLED AND ACCEPTED BY CoCS. 12. STRUCTURAL BACKFILL WILL BE REQUIRED FOR ALL EXCAVATION WITHIN FIVE (5) FEET OF PUBLIC ROADWAY MIDDLE OF AREA INLET OR JUNCTION BOXES LOCATED IN THE PAVEM NT ALL AREA INLETS OR JUNCTION BOXES, PAVEMENTS OR WALKS. LOCATED .IN PAVEMENT AREAS, SHALL BE INSTALLED WITH 1 LATION 'JO! TS BETWEEN THE STRUCTURE AND THE 17. ADEQUATE DRAINAGE SHALL "BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION AND ANY DRAINAGE DITCH OR 21. EXISTING UTILITIES, TO BE ABANDONED, SHALL BE REMOVED WHERE THEY ARE UNDER NEW/PROPOSED BUILDINGS, PAVEMENT. TO A POINT 1.0' STRUCTURE DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO EXISTING CONDITIONS OR BETTER. (TEN) BEYOND THE BUILDING FOOTPRINT IN ALL DIRECTIONS. ALL OTHER UTILITIES, TO BE 13. THE CONTRACTOR SHALL COORDINATE ALL SLEEVING REQUIRED FOR ON-SITE UTILITIES AND IRRIGATION SYSTEMS. Z ..� 0 ABANDONED, MAY BE LEFT IN PLACE AND GROUT FILLED. 5. ALL JOINTS SHALL BE SEALED WITH SONOBORN SONOLASTIC SL1, OR APPROVED EQUIVALENT_ 18. THE CONTRACTOR SHALL COORDINATE ALL FENCE REMOVAL AND REPLACEMENT WITH THE DEVELOPER. 14. CONTRACTOR" SHALL MARK ALL SERVICE LEADS WITH A METAL "T" POST, PAINTED BLUE FOR WATER AND GREEN 22. ONCE A DEVELOPMENT PERMIT IS ISSUED THE FOLLOWING "GENERL" CONSTRUCTION SEQUENCING IS ANTICIPATED: FOR SEWER, BURIED A MINIMUM OF 3' INTO THE GROUND. 6. AS FAR AS PRACTICAL, THE CONTRACTOR SHALL ALIGN ALL SIDEWALK JOINTS WITH CURB AND PAVEMENT JOINTS. 19. THE CONTRACTOR AGREES TO REPAIR ANY DAMAGE TO THE PUBLIC RIGHT-OF-WAY IN ACCORDANCE WITH THE CONCRETE SHALL NOT $E PLACED iF THE AIR TEMP' ( W m STANDARDS OF THE APPLICABLE REGULATORY AGENCY. `Z .w A. CONSTRUCTION OF BUILDING No. 1 AND ITS ASSOCIATED PRIVATE UTILITY IMPROVEMENTS, INSTALLATION OF 7. E ' T"URE S 50'F AND FALLING OR .9.5'F OR HIGHER. i w � THE PUBLIC FIRE HYDRANT, CONSTRUCTION OF THE PUBLIC SIDEWALK ALONG LIVE OAK STREET AND ALL CONCRETE MAY BE PLACED IF THE AIR TEMPERATURE IS 40'F A D RISIN OR LESS THAN 957. 20. THE CONTRACTOR SHALL PROTECT ALL MONUMENTS, IRON PINS, AND PROPERTY CORNERS DURING PARKING, DRIVES, AND DETENTION FACILITY; PUBLIC UTILITY NOTES: {/1 ,� CONSTRUCTION. W r B. PROVIDE BONDING OF ALL LANDSCAPING AND IRRIGATION. AND ACCQUIRE TEMPORARY C.fl. FOR BUILDING C. STEEL: ( , No. 1; 1. ALL REINFORCING STEEL SHALL BE DEFORMED BILLED STEL BAR HAVI G A MINIMUM YIELD STRENGTH OF NOT (n A. GENERAL: C. DEMOLISH EXISTING RESIDENTIAL STRUCTURE; LESS THAN 60 KSI CONFORMING TO ASTM A615, GRADE 60. DIMENSIONAL CONTROL NOTES: 1. THE 2009 B/CS UNIFIED TECHNICAL SPECIFICATIONS FOR WATER & SEWER CONSTRUCTION SHALL GOVERN ON THIS I� 0 < w Q D. CONSTRUCTION OF BUILDING No. 2 AND ITS ASSOCIATED PRIVATE UTILITY IMPROVEMENTS AND THE PUBLIC ENHOWER STREET. PROJECT FOR ALL PUBLIC UTILITY IMPROVEMENTS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO 2. ALL REINFORCING STEEL SHALL BE FREE FROM RUST OR OT I ER -BON REDUCING AGENTS. 0 SIDEWALK ALONG EISPERFORM ALL TESTS CONTAINED THEREIN. THE CONTRACTOR SHALL NOTIFY THE ENGINEER SHOULD ANY CONFLICTS W W 1. THE CONTRACTOR MAY OBTAIN AN ELECTRONIC COPY OF THE SITE PLAN FOR CONSTRUCTION PURPOSES. THE E. INSTALL ALL PROPOSED LANDSCAPING AND IRRIGATION AND ACCQUIRE FINAL C_d. FOR BOTH NEW I _ < 3.-i STRUCTURES. OR DISCREPANCIES OCCUR WITH THE CONSTRUCTION PLANS AND SPECIFICATIONS. 3. ALL SPLICES IN PAVEMENT AND CURBING STEEL SHALL E STAGGE ED ND LAPPED 30"xBAR DIAMETER OR 12", F - ELECTRONIC FILE AND INFORMATION GENERATED, BY RME CONSULTING ENGINEERS (AME), FOR THIS PROJECT IS J c0 CONSIDERED BY RME TO BE CONFIDENTIAL, WHEN ISSUED, IT'S USE IS INTEND SOLELY FOR THE INDIVIDUAL OR WHICHEVER IS GREATER. w 0 N 2. THE CITY OF COLLEGE STATION WILL REQUIRE THE TESTING OF COMPACTION FOR ALL BACKFILL IN TRENCHES FOR ENTITY TO WHICH IT IS ADDRESSED. THIS MATERIAL IS INTENDED FOR USE BY THE RECIPIENT NAMED, ONLY, AND PUBLIC WATER, SEWER AND DRAINAGE LINES. IF THE COMPACTION TEST SHOW THAT THE SPECIFICATIONS ARE NOT 4. CONCRETE COVERAGE FOR THE REINFORCING STEEL SHAL OMPLY ,WITH THE A.C.I. CODE, LATEST EDITION. THE /�/ U- O PERMISSION IS NOT GRANTED TO THE RECIPIENT FOR DISTRIBUTION OF THESE DOCUMENTS IN ANY FORM OR FASHION. EROSION CONTROL NOTES: MET, THE CONTRACTOR WILL BE REQUIRED TO RECOMPACT THE TRENCH AND PAY FOR EACH SUBSEQUENT TEST UNTIL STEEL SHALL HAVE A MINIMUM 1 1/2" CLEARANCE WITH THE �I L. w W Z J THE RECIPIENT UNDERSTANDS THAT THIS DATA 1S AUTHORIZED "AS 1S" WITHOUT ANY WARRANTY AS TO ITS IT MEETS OR EXCEEDS THE SPECIFICATIONS. I W W O PERFORMANCE, ACCURACY, FREEDOM FROM ERROR, OR AS TO ANY RESULTS GENERATED THROUGH ITS USE. THE 1. EROSION CONTROL MEASURES SHOWN SHALL BE CONSIDERED THE VERY MINIMAL REQUIRED. IT SHALL BE THE Z 0 V RECIPIENT ALSO UNDERSTANDS AND AGREES THAT RME, UPON RELEASE OF SUCH DATA, IS NO LONGER RESPONSIBLE 3. CUT SHEETS FOR ALL NECESSARY UTILITIES SHALL BE PROVIDED, BY THE CONTRACTOR, AS THEY BECOME , I - FOR THEIR USE OR MODIFICATION. THE USER AND RECIPIENT OF THE ELECTRONIC DATA ACCEPTS FULL RESPONSIBILITY OF THE CONTRACTOR TO -IMPLEMENT ALL .OTHER _EROSION CONTROL MEASURES (DIVERSION BERMS. AVAI ABL W L E PRIOR TO CONSTRUCTION OF THE WORK COVERED BY THE CUT SHEETS, AND SUBMITTED TO THE CITY'S !� p RESPONSIBILITY AND LIABILITY FOR ANY CONSEQUENCES ARISING OUT OF THEIR USE. DRAINAGE STRUCTURES, SWALES, ADDITIONAL FENCING, ETC...) NECESSARY TO KEEP THE EXISTING IMPROVEMENTS AND Z W ENGINEERING INSPECTOR. A IT UBL C & 0 DEVELOPMENTS FROM DAMAGE OF ANY KIND DURING ALL PHASES OF DEMOLITION AND CONSTRUCTION_ Z (nji 2. ALL DIMENSIONS SHOWN ARE TO BE USED IN CONJUNCTION WITH THESE PLANS FOR LOCATING ALL IMPROVEMENTS 4. TRENCH BACKFILL UNLESS OTHERWISE NOTED): ' I W u AND SHALL BE FIELD VERIFIED BY THE CONTRACTOR FOR WORKABILITY PRIOR TOC 2. THE SITE OPERATOR, OR HIS REPRESENTATIVE ESTABLISHED BY A LETTER OF DELEGATION, SHALL MAKE A VISUAL ( ) 1. WHEN MAKING A CONNECTION TO AN EXISTING SA l ANY SEWER .MANHOLE, CONTRACTOR SHALL PLUG N V CONSTRUCTION OF IMPROVEMENTS. ) INSPECTION OF ALL SILTATION CONTROLS AND NEWLY STABILIZED AREAS ON A DAILY BASIS; ESPECIALLY AFTER A (A ) UNDER PROPOSED STREETS AND STRUCTURES (INCLUDING SIDEWALKS), INITIAL BEDDING &BACKFILL SHALL DOWNSTREAM END OF PROPOSED SANITARY SEWER. THE SE R SHALL) REMAIN PLUGGED UNTIL FINAL ACCEPTANCE ® Q RAINFALL TO INSURE THAT ALL CONTROLS ARE MAINTAINED AND PROPERLY FUNCTIONING. ANY DAMAGED CONTROLS BE CEMENT STABILIZED SAND BEDDING AND SHALL BE COMPACTED IN LIFTS NOT GREATER THAN 6". FINAL BACKFILL BY THE CITY. � 3. UNLESS OTHERWISE SHOWN, ALL DIMENSIONING IS TO THE BACK OF CURB OR EDGE OF PAVEMENT, WHICHEVER IS I W APPLICABLE. SHALL BE REPAIRED PRIOR TO THE END OF THE WORK DAY, INCLUDING RE -SEEDING AND MULCHING OR RE -SODDING, SHALL CONSIST OF CLASS III MATERIAL IN LIEU OF CLASS IV B SOILS AND SHALL BE COMPACTED IN MAXIMUM 8" I; p 0 IF NECESSARY. LIFTS TO A DENSITY OF NOT LESS THAN 98% OF STANDARD MAXIMUM DENSITY AS DETERMINED USING ASTM D-698 2. UNLESS MANHOLES CAN BE MADE WATERTIGHT AND TESTED FOR NO LE KAGE, THEY MUST BE INSTALLED SO AS Ci 4. UNLESS OTHERWISE SHOWN, ALL RADIUS FOR CURBS ARE 4'-0" AT FACE OF CURB AND 2'-0" FOR SIDEWALKS. AT A MOISTURE CONTENT OF 0% TO 4% OF OPTIMUM MOISTURE. DENSITY TESTS SHOULD BE PERFORMED AT LEAST TO PROVIDE A MINIMUM OF NINE FEET OF HORIZONTAL CLEAR CE FRO At�' EXISTING OR PROPOSED WATERLINE. IF ( ) 3. ALL SEDIMENT TRAPPING DEVICES SHALL BE INSTALLED AS SOON AS PRACTICAL AFTER THE AREA HAS BEEN EVERY 200 LINEAR FEET FOR EVERY TWO (2) FEET OF FILL AT LOCATIONS SPECIFIED BY THE ENGINEERING INSPECTOR. THE NINE FOOT SEPARATION DISTANCE CANNOT BE ACHIEVED, E WATERLINE MUST BE ENCASED IN A JOINT OF 150 DISTURBED. ALL SEDIMENT TRAPPING DEVICES SHALL BE CLEANED WHEN THE SEDIMENT LEVEL REACHES 25% TESTS SHOULD BE PERFORMED IN THE INSPECTOR'S PRESENCE UNLESS DIRECTED OTHERWISE BY THE INSPECTOR. PSI PRESSURE CLASS PIPE AT LEAST 18 FEET LONG AND TWO NOMINAL SIZES LARGER THAN THE WATERLINE. THE 5. THE BOUNDARY SURVEY DATA WAS PROVIDED BY KERR SURVEYING, CO., UNDER THE DIRECTION OF MR. BRAD CAPACITY. SEDIMENT SHALL BE DISPOSED OF BY SPREADING ON SITE OR HAULING AWAY IF NOT SUITABLE FOR FILL. SPACE AROUND THE CARRIER PIPE SHALL BE SUPPORTED AT 5' OOT INTERVALS WITH SPACERS OR BE FILLED TO THE KERR, RPLS No. 4502. THE TOPOGRAPHIC AND UTILITY INFORMATION SHOWN IS DERIVED FROM A GENERAL (B) IN AREAS NOT UNDER STRUCTURES, INITIAL BEDDING & BACKFILL SHALL BE BANK RIVER SAND. FINAL SPRINGLINE WITH WASHED SAND. THE ENCASEMENT PIPE SHA L BE CENTERED ON THE CROSSING AND BOTH ENDS TOPOGRAPHIC SURVEY PERFORMED BY RME CONSULTING ENGINEERS, FOR THE SOLE PURPOSE OF ENGINEERING DESIGN. BACKFILL MAY BE FINELY DIVIDED EXCAVATION MATERIAL AND SHALL BE COMPACTED IN MAXIMUM 8" LIFTS TO A 4. DURING CONSTRUCTION, CONTRACTOR SHALL MAINTAIN BEST MANAGEMENT PRACTICE (BMP). SEDIMENT FENCE, DENSITY OF NOT LESS THAN 90% OF STANDARD MAXIMUM DENSITY AS DETERMINED USING ASTM D-698 AT A SEALED WITH CEMENT GROUT OR MANUFACTURED SEAL. 6. PROJECT BENCHMARKS: HAY BALE BARRIERS, OR OTHER SEDIMENT TRAPPING DEVICES SHALL CONTROL ALL STORM WATER LEAVING THE SITE. MOISTURE CONTENT OF 0% TO 4% OF OPTIMUM MOISTURE. DENSITY TESTS SHOULD BE PERFORMED AT LEAST EVERY 3. NO CAST -IN-PLACE MANHOLES SHALL BE USED. 200 LINEAR FEET FOR EVERY TWO (2) FEET OF FILL AT LOCATIONS SPECIFIED BY THE ENGINEERING INSPECTOR. TEST CoCS GPS MON. NO. 122: ALUMINUM CAP SET IN CONCRETE IN THE SID 5. THE CONTRACTOR SHALL .BE RESPONSIBLE FOR ESTABLISHING TEMPORARY EROSION CONTROL MEASURES AS � i CLIENT INFORMATION SIDEWALK OF UNIVERSITY DRIVE NEAR THE SHOULD BE PERFORMED IN THE INSPECTORS PRESENCE UNLESS DIRECTED OTHERWISE BY THE INSPECTOR. 4. ALL SANITARY SEWER PIPE 6" TO 12" SHALL BE SDR 26 I C SEWER PIPE MEETING ASTM SPECIFICATION D-3034 SOUTHWEST CORNER OF ITS INTERSECTION WITH TARROW STREET. REQUIRED FOR DIFFERENT PHASES OF CONSTRUCTION. EROSION CONTROL MEASURES SHOWN MAY NEED TO BE I BRYAN LINKS, LLC ADJUSTED TO HANDLE INCREASED OR CONCENTRATED FLOWS CREATED BY VARIOUS STAGES OF THE CONSTRUCTION. HAVING A MINIMUM PIPE STIFFNESS OF 115, UNLESS OTHERWISE OTED. (ECFV. = 329.57 -NGVD 29) 5. CONTRACTOR SMALL INSTALL 14 GAUGE SOLID COPPER TRACING WIRE DIRECTLY ABOVE ALL PVC PUBLIC UTILITY ( 2020 OAKWOOD TRAIL LINES, TAPED EVERY 10', AND METAL DETECTOR TAPE SHALL BE PLACED ABOVE THE LINE NO DEEPER THAN 24", PER COLLEGE STATION,. TX. 77845 6. THE CONTRACTOR IS RESPONSIBLE FOR FILING A NOTICE OF INTENT PRIOR TO COMMENCEMENT OF WORK AND A 5. ANY AND ALL D.I.P.DPTO BE USED WILL HAVE BOTH( EXTERNAL AND INTERNAL PROTECTION. EXTERNAL T.B.M. 1�. RAILROAD SPIKE SET IN POWER POWER ON THE SOUTH SIDE OF THE INTERSECTION OF EISENHOWER B CS STANDARD CONSTRUCTION DETAIL W1-03. , OFF: (979) 218-1858 STREET AND LIVE OAK STREET. NOTICE OF TERMINATION AT THE COMPLETION OF THE PROJECT TO THE TCEQ. _A LAMINATED COPY OF THE / POLYETHYLENE TUBING OR DOUBLE WRAP WILL BE 8 MILS TICK PER LA,ER AND TIED TO PIPE AT 3 MAXIMUM CONSTRUCTION SITE NOTICE NO] AND SWPPP VISIBLE FROM THE PUBLIC RIGHT-OF-WAY SHALL BE POSTED AT THE INTERVAL (IF LAID), OR BANDED TO PIPE AT 1' MAXIMUM'! NTERVALS (w/SCREW-TIGHTENED STEEL BANDS) (IF (ELEV. = 335.41' - NGVD 29) SITE B: WATER: JACKED). INTERNAL POLYETHYLENE (OR POLYURETHANE) LINER OR COATINGS) WILL BE 40 MILS THICK. 1. ALL WATER LINE FITTINGS AND SPECIALS SHALL BE MECHANICAL JOINT, DUCTILE IRON, CLASS 350, WITH EMAIL: ghudsonC�Dsunbelt-graphics.c m UNLESS OTHERWISE SPECIFIED. 7. PHASE TWO EROSION CONTROL MEASURES SHALL BE IMPLEMENTED IMMEDIATELY AFTER CONSTRUCTION OF THEIR STAINLESS STEEL NUTS AND BOLTS, fi. CONTRACTOR SHALL INSTALL DRIP PAN ON EACH SANITARY SEWER MANN LE LOCATED IN PAVEMENT. FILENAME: 0381 CV1A I SCALE: N/A ASSOCIATED IMPROVEMENTS. INLET PROTECTION BARRIERS SHALL BE CONSTRUCTED WITH HAY BALES OR SILT FENCING. 2. UNLESS OTHERWISE SPECIFIED, THE CONTRACTOR MAY DEFLECT WATER LINES A MAXIMUM OF 1 DEGREE PER JOINT. TRAFFIC CONTROL NOTES: INLETS LOCATED IN PAVEMENT SHALL BE PROTECTED WITH SAND BAGS, REPLACING THE HAY BALES OR SILT FENCING, SUBMITTED DATE: OCTOBER 12, 2009 ONCE THE PAVEMENT IS IN PLACE. EROSION CONTROL MEASURES SHALL BE KEPT IN PLACE UNTIL UPSTREAM THIS DEFLECTION SHALL OCCUR ALONG THE BARREL OF THE PIPE AND NOT AT THE JOINT. DRAWN BY: Ri .A.M. 1. CONTRACTOR SHALL PROVIDE AND INSTALL TRAFFIC CONTROL DEVICES IN CONFORMANCE WITH PART VI OF THE DRAINAGE AREAS ARE FULLY STABILIZED. PRIVATE UTLLITY NOTES: C. SANITARY SEWER: CHECKED BY: "R.A M_ TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (TEXAS MUTCD, MOST RECENT EDITION WITH REVISIONS) 8 THE CONTRACTOR IS RESPONSIBLE FOR REMOVING SEDIMENT CONTROL DEVICES AFTER THE SITE HAS BEEN SEEDED 1. MANHOLES SHALL BE VACUUM TESTED AND SEWER LINES SHALL BE AIR TESTED AND TV CAMERA INSPECTED DURING CONSTRUCTION. ACCORDING TO B/CS UNIFIED SPECIFICATION NO. 490 PRIOR TO ACCEPTANCE. 1. THE CONTRACTOR SHALL INSTALL THE PROPOSED PRIVATEUTILITY LINES IN ACCORDANCE WITH LOCAL CODES, FIELD BOOK: 12 PAGES: 49-56 AND/OR SODDED, AND GROUND COVER HAS TAKEN ROOT. LATEST NATIONAL PLUMBING CODE AND ALL APPLICABLE STATE AND LOC LAWS. OTHER PRIVATE OR PUBLIC RME CONSULTING ENGINEERS 2. LANE CLOSURE WILL NOT BE ALLOWED UNLESS APPROVED BY THE AREA OR CITY ENGINEER, WHICHEVER IS UTILITIES SHALL BE INSTALLED IN ACCORDANCE WITH THE UTILITY COMPANY'S SPECIFICATIONS. SHOULD THESE CLIENT NO. PROJECT N0. APPLICABLE. 9. THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO ENSURE THAT ALL DISTURBED AREAS ARE �, STABILIZED. DESIGNATED AREAS SHALL BE BLOCK SODDED, AND ALL OTHER AREAS DISTURBED DUE TO DRAWINGS AND SPECIFICATIONS DIFFER WITH OTHER UTILITY C PANY'S SPECIFICATIONS, THE STRICTER OF THE TWO �y�^ �� CONSTRUCTION SHALL BE HYDRO -MULCHED SEEDED. THESE STABILIZED AREAS SHALL BE SODDED OR SEEDED, SHALL APPLY. L L 3. THE WORK SHALL BE COMPLETED SUCH THAT THE ROADWAY WILL BE FULLY OPENED TO TRAFFIC OVERNIGHT. FERTILIZED, AND WATERED TO ESTABLISH A SOLID GROUND COVER WITHIN 30 DAYS OF COMPLETION, OR IF ACTIVITY OVERNIGHT LANE CLOSURES WILL NOT BE PERMITTED, UNLESS OTHERWISE APPROVED BY THE APPLICABLE ENGINEER. CEASES FOR MORE THAN 14 DAYS. 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR T PAYTOR IND OBTAIN ALL REQUIRED PERMITS AND INSPECTION APPROVALS FOR ALL WORK SHOWN. 4. PLASTIC DRUMS SHALL BE USED FOR OVERNIGHT DELINEATION OF OFF ROADWAY WORK: AREAS. 10. WHEN HYDROMULCH IS REQUIRED, CONTRACTOR SHALL KEEP MULCH MOIST AFTER INSTALLATION AND UNTIL AREA SHOWS GROWTH. 3. THE CONTRACTOR SHALL COORDINATE ALL INSTALLATIONS SERVICES LINES, CONDUIT, METERS, ETC... WITH THE 5. THE STANDARD TxDOT TRAFFIC CONTROL PLAN (TCP1-2-98) IS ISSUED FOR REFERENCE ONLY. IF REQUIRED, THE APPROPRIATE UTILITY COMPANY. 001 CONTRACTOR SHALL PROVIDE TxDOT WITH A SITE SPECIFIC TRAFFIC CONTROL PLAN FOR APPROVAL AND USE. 11. EROSION CONTROL MEASURES SHALL BE IMPLEMENTED PRIOR TO ANY EXCAVATION OR DEMOLITION WORK. SHEET 2 OF 11 -- --_ EISENHOWERAPARTMENT7 �- •2 EISEN-HOWER STREET ►N COLLEGESTATION, 60 ,\ EASTE� AIBP 158 W s Ql 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 r 12' (MIN) ACCESS STREET z 18" MIN EXISTING PLASTIC GRADE 1 1 d- LINER 1 7 1(— —I1 `V 1 1 G� GEOTEXTILE AGS FILLED WITH SAND OR GRAVEL TO ANCHOR PLASTIC LINER - - ......_ . 8' MIN. _ EXISTING ELEVATION VIEW CRUSHED ROCK RUMBLE, SUBGRADE WASTE MATERIAL OR COMPACTED WASTE 4w 420 40 SUBGRADE N/11 8'x8' BOTTOM PIT AREA. (MIN) GEOTEXTILE BAGS FIL 9EU-1, w 00 0 x m METAL "T" POST WIRE MESH FENCE (ATTACHED TO POST) FILTER FABRIC (ATTACHED TO WIRE FENCE) DETAIL "A" TIE SILT FENCE TOGETHER AT JOINTS NI TH NYLON CORD COMPACTED FILL GROUND (ASTM D448) z WITH SAND oR GRA 1=L NFRONT VIEW TO ANCHOR PLASTIC LI ER GEOTEXTILE FABRIC EXISTING SUBGRADE— 3' LONG METAL "T" 24" HIGH SILT FENCE, AS \%\\i;�i�i\if�%�\ice\i\�\ @ 10' SPACING MANUFACTURED BY SILT O.C. (MAX) STOP OR EQUIVALENT VICINITY .2154 ' IYIt11r TOP _ CROSS—SECTION EXISTING GROUND /� COMPACTED FILL CONSTRUCTION ENTRANCE 6..w N.T.S. �\\i\\\ �\. PLAN VIEW �:► /%/ % WIRE &SILT FENCE s,.w s,>w s.,w s"w W4 SEE DETAIL "A" BURIED 6 BELOW GRADE CONCRETE WASHOUT (DOWNSTREAM) EISENHOWER STREET N.T.S. y (UPSTREAM) APPROXIMATE LOCATION OF //��//�/� EXISTING 6" WATER LINE NOTE. (-50' WIDE RIGHT-OF-WAY) APPROXIMATE LOCATION of SIDE VIEW INSTALL ALL EROSION CONTROL MEASURES IN INE — 3 MH (-31' CURB & GUTTER w/HMAC PAVEMENT) EXISTING 8" SANITARY SELWER ACCORDANCE WITH B/CS - - —ss— - - _ss— - _ _SS_ _ � ss STANDARD DETAIL — — —ss— — — —ss— —ss----ss----ss— — — —ss— — — —ss— — — —ss— — — —ss— — — —ss— — MH SILT FENCING STANDAR3 —ss----ss----ss N.T.S. 12"w 12N 1y12� `° ' `............... F ' W WV \ ` tii2'tN` 12"W 1�.•w 1r W —12"w / S 49� 29'� 56" 12••w , "� 12"w 12•'w 1 12"w 12 w 12"w E 195.23 GM / 12'w 12 w I TBM1: —� s -- 12w -- _ APPROXIMATE LOCATION OF — - -OHE— -OHE— _ _ _ L —oHE— rELEV.=.35��1 EXISTING 12" WATER LINE ; \ EXISTING OVERHEAD --()XE— —p E E -- r ELECTRIC LINES i I — — -0HE— — — -0HE— — — -0HE— — —E —I j -0HE— — I�E PP X HE — OHE— — — =NE— = = —OHE— — — — — — �, / —OHE - - -OHE— — — —OHE— — _REMOVE EXISTING CHAIN—LINK H / PP 1 FENCE AS DIRECTED — — —'— '1FE- = _� _ — — —OHE— } i I } BY DEVELOPERSHE— REMOVE & ABANDONE ALL �. f I } ap ,�� j ®c0 EXISTING SERVICES TO 00 16- ,� �, p STRUCTURE (SEE 1 CO f REMOVE EXISTING :.-:�.....-..._.__.:....... DEMOLITION NOTES) I ' } wMm ( DRIVEWAY (SEE I i DEMOLITION NOTE #22) / F 4 3 I I l / i w LLILL ►i CONSTRUCTION 4 I 1 PHASE LINE X t } M j ( 29,063 SQ.FT. / i ` wLA i NOW OR FORMERLY Ln Z , I PHASE 'TWO / / f ► COLLEGE STATION CHINESE CHURCH, INC. i } : i — 1 0.486 ACRE TRACT ID L AGE 2 (VOLUME E 110 8, P 3) PHASEI ONE I t Iz 1 I REMOVE EXISTING APPROXIMATE LOCATION OFI I } W } } } �,"'� STRUCTURE I EXISTING 6" WATER LINE �I 1. W �) Q } } } } / {SEE DEMOLITION NOTE u- _ I it L,1..1 <Io- l , CONCRETE WASHOUT — } �/ #1 & #22) LL- q EXISTING PRIVACY , v 1 LOCATED WHERE REQUIRED S I WOOD FENCE En o � }' SC } BY CONTRACTOR } 1 - I I I I 1 W d- 0 } j REMOVE EXISTING BARB Ito I } REMOVE EXISTING } I WIRE FENCE AS DIRECTED I N I N Q w :fix CURB — AS 1 I BY DEVELOPER �i 11 0 0 ? REQUIRED } } I q ca :1 I I I s (Lj ' 2 M i/ 11 ` I I ( • ............... i APPROXIMATE LOCATION OF 3 , ` M — EXISTING 8" SANITARY SEWER o LINE REMOVE EXISTING BARB I ( • ••............: I r�3 WIRE FENCE AS DIRECTED ( ( 1 o BY DEVELOPER f I l w Icn Ili ME � � Gonsu/-�fn9 Er��neeY•s 7607 EASTMARK DR., STE. 252A <778, POST OFFICE BOX 9253 PLAN COLLEGE STATION, TEXAS 77842 NORTH EMAIL: eivil@rmengmeer.com 0 20 ao OFFICE - (979) 764-0704 FAX - (979) 764-0704 SCALE: 1" = 20' SURVEYOR PLAN NOTES: KERR SURVEYING, LLC 505 CHURCH STREET COLLEGE STATION, TX 77841 1. REFER TO SHEET COA OFF: (979) 268-3195 FOR .EROSION CONTROL AND FAX: (979) 691-8904 MISC. CONSTRUCTION NOTES. 2. REFER TO SHEET C1.2, C1.3, C2.2, & C2.3 FOR GRADING AND DRAINAGE CONSTRUCTION DESIGN & DETAILS. 3. REFER TO SHEET C1.5 FOR SEEDING AND SODDING REQUIREMENTS. I'SYMBOL & LINE LEGEND ARK DATE DESCRIPTION POWER POLE 0 ,, ( ,` f • ••••••••••' I REMOVE EXISTING STRUCTURE u- I TIO► f ., • _ • ( 4 I I ( �• ( j. (SEE DEMOLITION NOTE #1) I , I NOW OR FORMERLY CALL EFORE YOU DIG w I 707 CENTER, L.P. MH I I i } j • •••• ••••j ( %J �, (VOLUME 720740 UPAGE 1227) A ' ONE CAi L SYSTEM ( TEX �1 800-245-4545 i f 1 (AT LEA 72 HO S P IOP TO DIGGING) vaio �wmrLC � c NOT FOR CONSTRUCTION REVIEW ONLY 10/12/09 LIGHT POLE —� GUY WIRE ANCHOR EW GAS PIPELINE RISER 111 jwv WATER VALVE ®wm WATER METER ® Dcv DOUBLE CHECK VALVE IEv ELECTRIC VALVE IBV BALL VALVE EM ELECTRICAL TRANSFORMER ,GM GAS METER O MH MANHOLE 0 •o• CLEANOUT FIRE HYDRANT ?P TELEPHONE PEDESTAL Al AREA INLET o JUNCTION BOX Z BUILDING SETBACK LINE -I--- --- PROPERTY LINE -------- EASEMENT LINE P.U':E. PUBLIC UTILITY EASEMENT T.B.M. #1: RAILROAD SPIKE SET IN POWER POWER ON THE SOUTH SIDE OF THE INTERSECTION OF EISENHOWER STREET AND LIVE OAK STREET. (�LEV. = 335.41' — NGVD 29) ,, ( ,` f • ••••••••••' I REMOVE EXISTING STRUCTURE u- I TIO► f ., • _ • ( 4 I I ( �• ( j. (SEE DEMOLITION NOTE #1) I , I NOW OR FORMERLY CALL EFORE YOU DIG w I 707 CENTER, L.P. MH I I i } j • •••• ••••j ( %J �, (VOLUME 720740 UPAGE 1227) A ' ONE CAi L SYSTEM ( TEX �1 800-245-4545 i f 1 (AT LEA 72 HO S P IOP TO DIGGING) vaio �wmrLC � c NOT FOR CONSTRUCTION REVIEW ONLY 10/12/09 =••• REMOVE EXISTING STRUCTURE / CLIENT INFORMATION i WARNING!!: THE CON TOR IS TO OCATE ANY AND ALL UTILITIES li BRYAN LINKS, LLC I (SEE DEMOLITION NOTE #1) w i PRIOR TO CONSTRUCTION I ND IS SOLED :RESPONS:IBLE FOR ALL DAMAGES 2020 OAKWOOD TRAIL EXISTING OVERHEAD TO EXISTING UTILITIES DUE TO ANY CONSTRUCTION ACTIVITY. COLLEGE STATION, TX 77845 ELECTRIC LINES OFF: (979) 218-1858 i 4 1 I FH i rh � � w I I I �' f EMAIL: ghudson®sunbelt—graphicsxc FILENAME:0381EClA SCALE: 1"=20' MHS PP N 47' 53' 06" W — 197.04' �� z EROSION 0 TR L G SUBMITTED DATE: OCTOBER 12, 2009 I I I FILTER FABRIC FENCE DRAWN BY: R.A.M. I I EXISTING PRIVACY FF �C (REINFOR2 ED FF MAY BE REQ'D IN THESE AREAS) i CHECKED BY: R.A.M. I I LP WOOD FENCE + RFB REINFORCED FILLER FABRIC FENCE I II FIELD BOOK: 12 PAGES: 49-56 SC STABILIZE CONSTRUC ON ENTRANCE RME CONSULTING ENGINEERS I I -50 S.F. OF ROCK RIP -RAP CLIENT rrNO. PROJECT NC NOW OR FORMERLY IPB INLET PROTECTION ARRIER PH 2 2�L — 0381 I BRE/LQ TX PROPERTIES, L.P. w/FILTER FABRIC & 0 ( ) ml I 3.80 ACRE TRACT DISCHARGE POINT — 4"0 TO (VOLUME 7153, PAGE 209) RFD1 ROCK FIL R DAM � (TY 1), SEE TxDOT 8"0 STONES (15 LB MINIMUM) STANDAR EC(2)-9 'x SIDESLOP EROSION woCONTROL BLOCK S D AREA (TIF 419 BERMUDA) SHEET 30F 11 z 0 V) ZW m w V) Q w W 0 N o W= 0 Z W 0 ,/•� V W 0 Z V ! Q W 0 =••• REMOVE EXISTING STRUCTURE / CLIENT INFORMATION i WARNING!!: THE CON TOR IS TO OCATE ANY AND ALL UTILITIES li BRYAN LINKS, LLC I (SEE DEMOLITION NOTE #1) w i PRIOR TO CONSTRUCTION I ND IS SOLED :RESPONS:IBLE FOR ALL DAMAGES 2020 OAKWOOD TRAIL EXISTING OVERHEAD TO EXISTING UTILITIES DUE TO ANY CONSTRUCTION ACTIVITY. COLLEGE STATION, TX 77845 ELECTRIC LINES OFF: (979) 218-1858 i 4 1 I FH i rh � � w I I I �' f EMAIL: ghudson®sunbelt—graphicsxc FILENAME:0381EClA SCALE: 1"=20' MHS PP N 47' 53' 06" W — 197.04' �� z EROSION 0 TR L G SUBMITTED DATE: OCTOBER 12, 2009 I I I FILTER FABRIC FENCE DRAWN BY: R.A.M. I I EXISTING PRIVACY FF �C (REINFOR2 ED FF MAY BE REQ'D IN THESE AREAS) i CHECKED BY: R.A.M. I I LP WOOD FENCE + RFB REINFORCED FILLER FABRIC FENCE I II FIELD BOOK: 12 PAGES: 49-56 SC STABILIZE CONSTRUC ON ENTRANCE RME CONSULTING ENGINEERS I I -50 S.F. OF ROCK RIP -RAP CLIENT rrNO. PROJECT NC NOW OR FORMERLY IPB INLET PROTECTION ARRIER PH 2 2�L — 0381 I BRE/LQ TX PROPERTIES, L.P. w/FILTER FABRIC & 0 ( ) ml I 3.80 ACRE TRACT DISCHARGE POINT — 4"0 TO (VOLUME 7153, PAGE 209) RFD1 ROCK FIL R DAM � (TY 1), SEE TxDOT 8"0 STONES (15 LB MINIMUM) STANDAR EC(2)-9 'x SIDESLOP EROSION woCONTROL BLOCK S D AREA (TIF 419 BERMUDA) SHEET 30F 11 CIVIL SITE NOTES: CIVIL SITE NOTES nt,d: 6 EISENHOWER APARTMENT DEVLOPMENT: 702 EISENHOWER STR�E/ET1. THIS + GRAPHCALLYITE DOES NOT LIE DEPICTED FEMA FIRM COITHIN MMUNITY�NO.48041, PANEL NOL0142AIN AC, PRIORTHTO, DADUOR SHALL BE REQUIRED TO RING, DEMOLITION /CONSTRUCTION. SOLIDNMENT WASTEFOR ROLL -OFF COLLEGE STATION, TEXAS WITH AN EFFECTIVE DATE OF JULY 2, 1992 AND PLAT NOTES (VOLUME 7310, BOXES/METAL DUMPSTERS SHALL BE SUPPLIED BY CITY OR CITY PERMITTED PAGE 107). CONTRACTOR(S) ONLY. N S N•T•. 2. DESIGNATED HANDICAP PARKING SPACES, WALKS & RAMPS SHALL MEET 11. THE CONTRACTOR SHALL CONTACT MR. WALLY URRUTA, CoCS PUBLIC WORKS - EISENHOWER STREET 1 ALL TAS & ANSI STANDARDS. SANITATION .(979-764-3841). FOR FIELD VERIFICATION PRIOR TO FORMING OR PLACEMENT OF CONCRETE FCR ALL DUMPSTER PADS. S49*29'56"E-195.23' 158 3. ALL ROOF & GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY 12. THE INTENDED USE FOR THIS DEVELOPMENT IS FOR MULTI -FAMILY RESIDENTIAL PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 150 FEET OF THE PHASE TWO SUBJECT LOT, MEASURED FROM A POINT FIVE FEET ABOVE THE GRADE. THIS 13. NO WASTEWATER WILL BE GENERATED FROM THIS SITE BY CLEANING/WASHING v SCREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE AND OF EQUIPMENT OR VEHICLES, SANITARY SEWER GENERATED FROM THIS SITE WILL O �p SCALE TO MAINTAIN A UNIFIED APPEARANCE. BE NORMAL DOMESTIC WASTEWATER .AND COMMERCIAL WASTEWATER BY DEFINITION. N O 30SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 14. EXTERIOR BUILDING AND 4. ENHANCED PAVING FOR CONCRETE SIDEWALKS SHALL CONSIST OF EITHER W N \ T 7.10 OF THE UNIFIED DEVELOPMENT ORDINANCE. THE LIGHT SOURCE SHALL NOT BRICK PAVERS OR STAMPED CONCRETE. COLOR AND PATTERN SHALL BE W DIRECTLY DETERMINED BY THE OWNER, BUT GREY OR NATURAL CONCRETE COLORS ARE PROJECT BELOW AN OPAQUE HOUSING AND N0 FIXTURE SHALL i RECTLY PROJECT Ix t+9 F kk- LIGHT 99 HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT THE i NOT PERMITTED. p PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE. 5. WHEN BUILDING SETBACKS AND EASEMENT LINES OVERLAP ONLY THE 15. NO COMBUSTIBLES WILL BE ALLOWED ON SITE UNTIL ALL-WEATHER ROADS ANDQ Z - \ \`�\ EASEMENT LINE IS SHOWN. FIRE HYDRANTS HAVE BEEN ACCEPTED BY THE CITY. 0 O p 6. 100% COVERAGE OF GROUND COVER, DECORATIVE PAVING, DECORATIVE 16. THE BUILDING SHALL BE EQUIPPED WITH A "KNOX BOX" SECURITY KEY SYSTEM Ld N47�53'06"W-197,04' 2 ROCK, OR A PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWELLS� AND DRAINAGE AREAS, THE PARKING LOT SET BACK, RIGHT-OF-WAY, AND AND THE ITS ELECTRICAL SHUTOFF SHALL BE BY MEANS OFA "KNOX SWITCH" OR J ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. A MANUAL DISCONNECT. 7. THE IMPROVEMENTS SHOWN SHALL CONSTITUTE APPROXIMATELY 60% 17. THE DENSITY OF THIS PROPOSED PROJECT IS 8.7 DWELLING UNITS PER ACRE. I IMPERVIOUS COVER ON THE SUBJECT PROPERTY. so 8. AN ON -DETENTION FACILITY WILL BE PROVIDED FOR WITH THE PROPOSED DEVELOPMENT. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTAINMENT AND OVERALL SITE MAP 1STE OD PROPER DISPOSAL OF ALL LIQUID AND SOLID WASTE ASSOCIATED WITH THIS AIBP T 2154 VICINITY MAP PROJECT. THE CONTRACTOR SHALL USE ALL MEANS NECESSARY TO PREVENT THE OCCURRENCE OF WIND BLOWN LITTER FROM THE PROJECT SITE. SCALE: 1"=100' WV . TYPICAL AMBULATORY RAMP FOR 6' SIDEWALK - SEE B/CS DETAIL SW3-00 MH O I TYPICAL AMBULATORY RAMP FOR 6' SIDEWALK - SEE B CS DETAIL - _. SW3-04 COMMERCIAL DRIVEWAY, SEE B/CS DETAIL ST2-03 I � � 0 ¢ 2 Z Li. JW J I 0 0 � N ED 2 Z TYPICAL AMBULATORY RAMP FOR 6' SIDEWALK - SEE B/CS DETAIL SW3-04 EISENHOWER STREET (-50' WIDE RIGHT-OF-WAY) (-31' CURB & GUTTER w/HMAC PAVEMENT) �i�l Intl isrt I d j6'Q 10E'AL 4.195.234I9..Z9' j56�,EI - I, 1 _ 4- WM's PROPOSED FIRE HYDRANT m Co PROPOSED ELECTRIC, SEE SHEET C1.3 TRANSFORMER P) SEE SHEET Cl ®CO 25' BUILDING SETBACK ®CO - ® CO CO T -- a I a I d FIR CURB NOTE: EXPANSION JOINTS TO BE PLACED AT 60' INTERVALS AND AT ALL RADIUS POINTS, P.C.'s, P.T.'s. CONSTRUCTION JOINTS SHALL BE PLACED AT 20' INTERVALS. R 6" 3" ° '5 - : t a 3" PAVEMENT REINFORCEMENT • _ #4 BARS TYPE IA - MONOLITHIC CONCRETE CURB & GUTTER N.T.S. i I I 1 -BAY FRONT LOADING DUMPSTER PAD w/8' HIGH SCREENING WALL (MATCH FACADE' OF BUILDING) & CQtSTR1J�TI0NµP-AS wlligg.�u,4 EM;s 2-6 PANEL STEEL GATES SEE [.. 3. , T : _ = e F ��gf k Y CIVIL SITE NOTE 11 - LINE SEE DEMOLITIONWaRY,Tf(1CTURE24E Tom:.. m - t OTED) ��4 .1IE>LNCUIITS ;N�E �� x_- ' � m..� u� I YS�,o� ��-� •- ``r _a• � k.. �'. w4.,. s� :. :.��+. 5�t�:-�'..a «s r �..".:: e,�r-. at �._ �„w' ..,.t.,,k .�,. 'ii�.., '�. ,'r :`3�z'�"�i ,. �t �.-€';;tx -5* `� a I ,3,,�.,.,��.w_•,._..�, �.• Yom. >_�� ..�;��.���...� :� -� 4����-�, 4-��,�,�.-���- � c r 1 SIDEWALK 1 I =; 20+ i ° SQ. 7 . e ff - i �• 17�'`F� 4 16 SP' (9 X1 14 0 - 0.50' 20n0 d P'ROPOSED ..H C .PARKING 419 �a4 4,qROW,°w/SIGNS, WALKS, a ° ' d �' 10' P.O.E. - ° ... c a �,Y tia ,`.'..- m'1`7 - ? < ..,I ,- VOL I , PG Ct�R,B STOPS, ETC F a a G u . _ T o a scMilla. IJ\NEd� s ' E LANEtk j ARE IAN FlR a d' a aul do G vd.o-'° ... A �c C V a 9� - a a TY j,'AL .FIRE .° `',°. .<, .'a .° LA:�`STRIPING�a cti i X30:88' THROAT N N ---- S n I 4 DE TH �' �. a ° a. c a 9 x d N a d a ° 4. �f Fl�tE LANEFlRE'LANE d 4 g FIRE LANE dd. FIRE9LANE 4. 90- d N b 14 SP CES {9`x18') H/ :=151.:(0' 9.50 4 ' r a 181 f NOW OR FORMERLY COLLEGE STATION CHINESE CHURCH, INC. 0.486 ACRE TRACT (VOLUME 1108, PAGE 23) ZONED: R-6 F 1 SQ.FT. ° , d' ° 4 a SQ.FT. w a f - _ - - - - - -- - -- °S D:EYVdLK t I_ � � �.w �a 4 � � n � I . ' < �a ( a6' ..�IDF111�ALK 4 'Ia3 .V,lot S[ TYPICAL FIRE LANE SIGN rS i a cn �� - , � PROPOSED ELECTRICAL X(TW0 STORYS1RiJCTURE 2 SAVE HEIGIT)_,. f ' TRANSFORMER PAD 4W£LIkIG UNS/1E1OiS P£R �4 I Y� SEE SHEET C1.3 - i R - rt€` -� -tet-,. -*..i 1 -z -''� t a^ ,X_ `•'�.. �, j nR I MH36Q- Z g � � x ra . � .� �.•`.'r,�_+ j/'�� �� ,.. � ., = _ �" --� i ., "�� "u a "-.s z '�- �^ Q lt.l - r '. izY; m a yr•` S�U%rl" SQ F013'- srSR:T L 4.. 2 ,- -.S �-.+ ''1', .- ' f ( C!) > k "�, -�. ^"c.. ea. 'gyp.`. .-„ti z:^.,-.'-•--�..4=,x 4 S -i a. s ,v. tr a ?-,_•,-.:�, . ,�..�,� EuuAA .CJ [J.I DCV H� � �' r v '�,,, a r�� std sr� � 4 . -�tv � ?Y" ➢ , r .� '. . x ar�. �.._=r '���? CD a ->..s2 s .:-_ > W Q- /- (/i ... ..._.. „ ., � F r.��2e, �,=•-��.'� `�,"".' r.'� �. -_ �, "_ � -s--�i �' �, 4.�i -. "`` r�i `-� .:.�.�- .a-�.�w '.-t-- �:...= s- -�.xi �'�sEz ,��s � � � CO 20' BUILDING SETBACK ® CO - - - - I ( DETENTION FAbILITY --�7_� - -_.h__---- -------_ ----� t CO N 47' 53' 06" W - 197.04' _ EXISTING PRIVACY WOOD FENCE NOW OR FORMERLY BRE/LQ TX PROPERTIES, L.P. 3.80 ACRE TRACT (VOLUME 7153, PAGE 209) ZONED: C-1 EXISTING PRIVACY WOOD FENCE 10' P.U.E. VOL __, PG Id. - _m -` .9 E �neey's 7607 EASTMARK DR., STE. 252A <7784 Y, POST OFFICE BOX 9253 PLAN COLLEGE STATION, TEXAS 77842 N®12TH EMAIL: civil@rmengineer.com 0 20 40 OFFICE - (979) 764-0704 FAX - (979) 764-0704 SCALE: 1" = 20' SURVEYOR ELM NOTES: KERR SURVEYING, LLC 505 CHURCH STREET COLLEGE STATION, TX 77841 1'. REFER TO SHEET C0.1 OFF: (979) 268-3195 FOR SITE, PARKING, AND FAX: (979) 691-8904 MISC. CONSTRUCTION NOTES. 2. REFER TO SHEET C2.1 FOR SITE & PARKING DETAILS. SYMBOL & LINE LEGEND 0 POWER POLE 0 LIGHT POLE ? GUY WIRE ANCHOR ® GAS PIPELINE RISER Mwv WATER VALVE gw+ WATER METER QDCV DOUBLE CHECK VALVE ARK DATE DESCRIPTION (evEV ELECTRIC VALVE oeV BALL VALVE 95% COMPLETE REM ELECTRICAL TRANSFORMER ®GM GAS METER NOT FOR OMH MANHOLE @c.o. CLEANOUT CONSTRUCT ON 4H FIRE HYDRANT EDTELEPHONE PEDESTAL REVIEW ONLY a AREA INLET 10/12/09 a El JUNCTION BOX o I' CURB INLET -�- BUILDING SETBACK LINE ----1 - PROPERTY LINE I - EASEMENT LINE P.U. PUBLIC UTILITY EASEMENTPRELIMINARY a PROPOSED PAVEMENT THIS DOCUMENT IS RELEASED I> { FOR THE PURPOSE OF INTERIM € PROPOSED STRUCTURE REVIEW UNDER THE AUTHORITY OF RABON A. METCALF, P.E. NO. 88583, ON OCTOBER 12, 2009 IT IS NOT TO BE USED FOR CONSTRUCTION, BIDDING OR PERMIT PURPOSES. ' LL! ¢ CL U� Z O LL_ < CO FH i.IJ D m wzF- n- a CO W I- a MH ® p � PP Q F_ V I j 2 CE Z W 0- is'/ CAL; BEFORE YOU DIG CO 20' BUILDING SETBACK ® CO - - - - I ( DETENTION FAbILITY --�7_� - -_.h__---- -------_ ----� t CO N 47' 53' 06" W - 197.04' _ EXISTING PRIVACY WOOD FENCE NOW OR FORMERLY BRE/LQ TX PROPERTIES, L.P. 3.80 ACRE TRACT (VOLUME 7153, PAGE 209) ZONED: C-1 EXISTING PRIVACY WOOD FENCE 10' P.U.E. VOL __, PG Id. - _m -` .9 E �neey's 7607 EASTMARK DR., STE. 252A <7784 Y, POST OFFICE BOX 9253 PLAN COLLEGE STATION, TEXAS 77842 N®12TH EMAIL: civil@rmengineer.com 0 20 40 OFFICE - (979) 764-0704 FAX - (979) 764-0704 SCALE: 1" = 20' SURVEYOR ELM NOTES: KERR SURVEYING, LLC 505 CHURCH STREET COLLEGE STATION, TX 77841 1'. REFER TO SHEET C0.1 OFF: (979) 268-3195 FOR SITE, PARKING, AND FAX: (979) 691-8904 MISC. CONSTRUCTION NOTES. 2. REFER TO SHEET C2.1 FOR SITE & PARKING DETAILS. SYMBOL & LINE LEGEND 0 POWER POLE 0 LIGHT POLE ? GUY WIRE ANCHOR ® GAS PIPELINE RISER Mwv WATER VALVE gw+ WATER METER QDCV DOUBLE CHECK VALVE ARK DATE DESCRIPTION (evEV ELECTRIC VALVE oeV BALL VALVE 95% COMPLETE REM ELECTRICAL TRANSFORMER ®GM GAS METER NOT FOR OMH MANHOLE @c.o. CLEANOUT CONSTRUCT ON 4H FIRE HYDRANT EDTELEPHONE PEDESTAL REVIEW ONLY a AREA INLET 10/12/09 a El JUNCTION BOX o I' CURB INLET -�- BUILDING SETBACK LINE ----1 - PROPERTY LINE I - EASEMENT LINE P.U. PUBLIC UTILITY EASEMENTPRELIMINARY a PROPOSED PAVEMENT THIS DOCUMENT IS RELEASED I> { FOR THE PURPOSE OF INTERIM € PROPOSED STRUCTURE REVIEW UNDER THE AUTHORITY OF RABON A. METCALF, P.E. NO. 88583, ON OCTOBER 12, 2009 IT IS NOT TO BE USED FOR CONSTRUCTION, BIDDING OR PERMIT PURPOSES. ' I Z O c in i.IJ D m wzF- i W Q F_ V ,^ V J TOP T. W 0- is'/ CAL; BEFORE YOU DIG ui N TE S ONE CALL SYSTEM o o (AT L 1-840-245-4545 ST 72 HOU S PRIOR TO DIGGING) _..I t9, INE THE CONTRACTOR IS TO LOCATE ANY AND ALL UTILITIES "�. W O PRI:R TO CONSTRUCTI TO EXISTING UTILITIES N AND IS SOLELY RESPONSIBLE FOR ALL DAMAGES DUE TO ANY CONSTRUCTION ACTIVITY. r > 0 V / I - / I U LLI O z cn �! �,I.. W N W PROPERTY INFORMATION V /) ® Q 11-H SU BDIMS'07 N � w r PART OF LOT 26 0 (VOL. 49, PG. 106) (0.917 ACRES or 39,935 SQ.FT.) ZONED: R-6 NOW OR FORMERLY BR AN LINKS, LLC �I(V L. 7402 PG. 133) ' CLIENT INFORMATION REQUIREMENTS: BRYAN LINKS, LLC ICE: 2020 OAKWOOD TRAIL -FAMILY -- 1 SPC/BEDROOM (4 BED D.U.) COLLEGE STATION, TX 77845 OFF: (979) 218-1858 :D: 32 8 DROOMS , 32 SPACES EMAIL: ghudson®sunbelt-graphics.co TOTI REQUIRED = 32 SPACES FILENAME: 03$1 SP1A I SCALE: 1"=20' PROVID D: SUBMITTED DATE: OCTOBER 12, 2009 NOW OR FORMERLY REG AR = 30 SPACES -DRAWN BY: R.A.M.H C 2 SPACES CHECKED BY: R.A.M. TEXAS CENTER, L.P.S 707 SUBDIVISION TOT 32 SPACES (VOLUME 274, PAGE 227) FIELD BOOK: 12 PAGES: 49-56 ZONED: R-6 ISLAND REQUIREMENTS: RME CONSULTING ENGINEERS THE SQ . ARE -FOOTAGE SHOWN AT INTERIOR. END CLIENT NO. PROJECT NO. ISLAND..INCLUDES1 THE REQUIRED AREA FOR 242 - 0381 SINGLE i R DOUBLE END ISLANDS. ONLY THE EXCESS AREA IIS ILLUSTRATED BELOW. INTER OR PARKI�G = 32 SPACES REQ'O INT. ISLAND- AREA=(32/15x18O)=384 SQ.FT. PROV ED INTER IOR ISLAND AREA = 659 SQ.FT. SHEET 4 OF 11 5'-0" in 0 0 6" ip O.C.E.W. (ALL SIDES & BOTTOM) PLAN VIEW ELEVATION VIEW _ND ,#1 WEIR STRUCTURE N.T.S. MH a EISENHOWER STREET (-50' WIDE RIGHT-OF-WAY) i I f EXISTING f EXISTINGCONCRETE GRADEJ //-RETAINING WALL EARTHEN 5'-0" EMBANKMENT (MIN) 4' WIDE CONCRETE 4 PILOT CHANNEL q 2.00% 2.00% TYPICAL CROSS-SECTION I DETENTION POND N.T.S. f f �o- �\"y�_41 �.� .. s'49" i9 56�' EI 1.19 .2 ' r `� � � S DEV AL ° 3-34- �, i=FH to--� ) \ 4-WM's CO `P�- e ,PROPOSED \ �r i FIRE HYDRANT } \ TYPICAL PROPOSED SEE SHEET C1.3 ,� ®CO } ELECTRICAL f PP / } } TBM-1� TRANSFORMER PAD 4 / j I ELEV. = 335.41' f' �,`�' SEE SHEET C1.300 'PP i y 00 I ®Co con H/Co ®CO .�.t ;.sxfi y Vis, T/C=333.9! s �,,r f , � -} + � s v t �� � ��.w•�v''� � �Fa � � � ��� zag � s����-i�� . � W. �: ,:__ � w � s�.fzaE�+k: iC� �'� :c W Q } � t ... x : � 't�^r- a'.' -s� •r `pc g .� s� s, y� �t �, -�;c �r�'-».aa .� �<,=3 "t. � `-�, r.� ° 1 „x ex �2.a,t -r 4�,.-,� 1 :I:,, Z.:�, �.� .:,.y��:. _�::.�I�I��_ '�•..s-�"� � �. -�_� -:: -y' :..'� �-`sz�.�""Kz4�w �'�' . �.� �����_ N :.. � +�s• } � -�'. y,,,� �,...z���'- �' -e7='"ted ����.-. �` x � 3s. wig '�-,-�`�'"� „� - h� '�. ... � -. �� �sr�- '�, "�' e" r.'� ,e�.tth-4F � ` 'L•� , ..� D`T`s ....,F .�� ``"=�'ai ..t"n".s� ,��.��,.-` - -- i' Gam. `� Mya �.� ,i�:. - i - a -� hR.��. e��=, �wLL_tv'�^ v..., .,c'�x"r',�21"�+Y. z c ;� s.•.� ��� - t :w,��''.-v.�:�. "'-"l �sz�a�e�,i""'�'s". w � Y1p"'"` ,. ..a,. ' ffiP` ,�- .'; 3 . � f,t� I `- z 3a sig Y_ a ,�z�t. a ' _ , u r r .. 1BR1�CK LEDE r is I co T/P 334.46 a '�a�e'""��� �.�" �''^�*`��._:, �' �-""'� `>�,".�'.�_a:{uh`��F'- nx."...ft.,- 'a'ii� 5,m �'i-.'si"", e'.: T/C�333.93� T/p=334.462 T/ G.4Y p=334.46 T/P=334 46 i .. ti ; '�`. fIvl*� ° ° d ° 00 r 1 j W _� I'. ° 1d a� v. (a 6; SIDEWALK I ! I°' .. h . ° .. Z } } ° I �: ° - T/C=333.73' d' T/C=334.40' . .'~T a a aa Q ° . ° I. ° T/COD 4t 3 40' ° 4F ° A ° ..1 ' ,. T/C=333.55' I+ ' 0.75% } d r QR501 ° . a a / v •0.50%° C 4 ° T/C=334.26' . '.� °• . d °4. DO NOT EXCEED 2.00% �' d d' °. .°° f Lb a.. °'4 r : (MAX.) CROSS -SLOPE '' ° ° y a ANY DIRECTION) IN `° .a ° a M T/P=333.63' THE H/C PARKING AREA° a d- f a '� d T/C=333.41' a O 50% :a ° O .60% d .a `' a b 1 a (: a..3T/C=3o33.87 T/C=334.34'MATCH NEW PAVEMENT a oo ,T/C=334.2T/C=334.40 TO EXISTING PAVEMENT � a ° tdo. T/C=334.34' ELEVATION & GRADE FLUSH { da TJC=334.40' a ' a a a 4 (° Cod _ �r ° ° .a ® ' d 0.757 d. a a . I j +10_ _ `t i- T/C= 333.15' a. � D:EJNdLK a.. -6 d SID WA UK I 2 23% is ti l ° AFI r onsvEI Jr a ° f 1 / L a T P- 334-46' i f T/C-334.21 T/P a 333 93 u� Y T/P-334 46 _1 F T/P 334 46 'a T/P 334 403 y T/ Iv7 � y � sk t��� ., "-. a ilk ;'F�•i a -:: „, � � ". t ,. �.*`" ': s%-} ., ww �'i �i .;.::. " t- t x ',-rs- x `'^` x t- ss' 1 �a• s?z,'+;,z., s.. E .Y u r T/C=333. 7iI �+( y r" 3 -:if ,„,:-.>" .-: $t ,vim t. - :.�..- t.}' �: TYPICAL PROPOSEDIt�s= •, : '3 iP .. 'i'--. '`»,tit bb 'l l+s `_U 1 I I �� ELECTRICALS j ® � �� :gR1.Cl��-.1-f:11!!GF�.� "�- TRANSFORMER PAD �F...� M J DCV I II � , ..... ....:...:. .,.,, :�„ ,.. u. ,.. ,:� ... .,,...,.. __ .�.�..-.,_�a ..�.�., kms.-'�^.�•...,,.,-_ ..x�.�;-.�.es __�.;.tv>_ra-�fii:`_..•e„'asa�;,s� �3.,,., �,�-,,��.F'.s_, ..., ,.�; k. -3v; -�, n�.< �,:G„-R>k .:�:�,, ^*�, _ ®CO I Cb ® ' ® Co ® CoLo I I FH' i +%� d �• 332.5 -� �. �...► + COQ m MH i PP N 47' 53' 06" I W -- 197.04 I F/L=331.96' EXISTING OODF FENCE VACY LP f I I 131 L.F. OF 4' WIDE I NOW OR FORMERLY CONCRETE PILOT BRE/LQ TX PROPERTIES, L.P. CHANNEL @ 0.50% SLOPE 3.80 ACRE TRACT (VOLUME 7153, PAGE 209) EXISTING PRIVACY WOOD FENCE 6' WIDE CONCRETE DRAINAGE FLUME @ 1.00% SLOPE C=333.10' 07' 60 L.F. OF 4' WIDE CONCRETE PILOT CHANNEL 0 2.10% SLOPE 331.30' POND #1 - WEIR OUTLET STRUCTURE NOW OR FORMERLY COLLEGE STATION CHINESE CHURCH, INC. 0.486 ACRE TRACT (VOLUME 1108, PAGE 23) NOW OR FORMERLY 707 CENTER, L.P. TEXAS 707 SUBDIVISION (VOLUME 2740, PAGE 227) IVARN .�CO�STRI ! ! : TOE PRIOR TtXISTING� SCALE: 1" = 20' POWER POLE LIGHT POLE GUY WIRE ANCHOR GAS PIPELINE RISER WATER VALVE WATER METER DOUBLE CHECK VALVE ELECTRIC VALVE BALL VALVE ELECTRICAL TRANSFORMER GAS METER MANHOLE CLEANOUT FIRE HYDRANT TELEPHONE PEDESTAL AREA INLET JUNCTION BOX BUILDING SETBACK LINE PROPERTY LINE EASEMENT LINE PUBLIC UTILITY EASEMENT PROPOSED PAVEMENT PROPOSED STRUCTURE AlL RAILROAD SPIKE SET IN POWER ON THE SOUTH SIDE THE INTERSECTION OF OWER STREET AND LIVE OAK V. = 335.41' - NGVD 29) Z'c1P' 1 I BEFORE YOU DIG ONE CALL SYSTEM -800-245-4545 72 HOLRS PRIOR TO DIGGING) TOR IS TO LOCATE ANY AND ALL UTILITIES VD IS SOLELY RESPONSIBLE FOR ALL DAMAGES ES DUE TO ANY CONSTRUCTION ACTIVITY. PLAN I� 1. RE R T� SHEET C0.1 FOR GRADING, DRAINA E, 11 ND MISCELLANEOUS CONSTR JCTIONOTES. 2. RE ER TO HEFT C2.2 & C2.3 FOR DRAINA I E DETAILS. 3. Tl E CONTRACTOR SHALL BE RESPON IBLE TO ENSURE THAT ALL EXISTIN , IMPROVEMENTS (MANHOLE LIDS, VAULTS, TRAFFIC BOXES, ETC...) ARE ADJUS D SQ THAT THEY ARE FLUSH WITH THE NEW SIDEWALKS AND PAVEMENT. Ii GR , DING LEGEND DRAINAGE DIRECTIONAL ARROW FFT/-P=loc 00 TOP OF PAVEMENT T/C=10 00 Top OF CURB T/W=10 00 TOPI OF WALL E/-G=l Dc 0o TOP OF GROUND OR GRATE fr c f=. ✓' � r�sa�-i'[n9 Evt, t�eef^s 7607 EASTMARK DR.., STE. 252A < POST OFFICE BOX 9253 COLLEGE STATION, TEXAS 77842 EMAIL: civil@rmengineer.com OFFICE - (979) 764-0704 FAX - (979) 764-0704 SURVEYOR KERR SURVEYING, LLC 505 CHURCH STREET COLLEGE STATION, TX 77841 OFF: (979) 268-3195 FAX: (979) 691-8904 RKI DATE I DESCRIPTION ro Z 0 W a V) .la w I� Z Z'� o� w w W I o /Q = N 1L w N � W < J Z Q 0 cd cl= LLJ wo t Q Z W ow W w J Q w a r h 0 v 0 o Z (W W W CLIENT INFORMATION BRYAN LINKS, LLC 2020 OAKWOOD TRAIL COLLEGE STATION, TX 77845 OFF: (979) 218-1858 EMAIL: ghudson@sunbeit-graphics.col FILENAME: 0381 GP1A I 'SCALE: 1"=20' SUBMITTED DATE: OCTOBER 12, 2009 DRAWN BY: R.A.M. CHECKED BY: R.A.M. FIELD BOOK: 12 PAGES:49-56 RME CONSULTING ENGINEERS CLIENT NO. PROJECT NO. 242 - 0381 SHEET 5 OF 11 UTILITY DEMAND SUMMARY: NOTES: PEAK 1. PEAK WATER SHALL BE 332 USE AVG. (x4.0) DETERMINED BY THE BUILDING CODE SEWER/bldg (gpd) 6,048 0.04cfs - FIXTURE COUNT METHOD FOR THIS F/L=329.69' WATER/unit (gpm) 9 36 NEW MULTI -FAMILY DEVELOPMENT. IRRIGATION (gpm) 25 25 J J 2. SANITARY SEWER AVERAGE DAILY tOW>> .FLOW IS BASED UPON THE 331 CALCULATED AVERAGE WATER DEMAND (-307.) AND A 16 -HOUR USAGE PERIOD PER DAY. 3. IRRIGATION DEMAND IS THE PEAK DEMAND AND IS AN ESTIMATE AND 330 ^^ SHOULD BE VERIFIED BY THE +- IRRIGATOR. CoCS ELECTRICAL NOTES: 1. THE CONTRACTOR SHALL INSTALL THE PRIMARY AND SECONDARY -ELECTRICAL 329 CONDUIT PER COLLEGE STATION UTILITIES (CSU) SPECIFICATIONS AND DESIGN. 2. THE CONTRACTOR SHALL BE RESPONSIBLE TO EXTEND ALL NEW CONDUIT FROM EXISTING STUBS OR DESIGNATED TRANSFORMERS (OR OTHER EXISTING DEVICES). 3. THE CONTRACTOR SHALL BE INSTALL ALL ELECTRIC DEVICE PADS AND/OR FOOTINGS 328 (I.E. TRANSFORMERS, PULL BOXES, ETC...) IN ACCORDANCE WITH CSU SPECIFICATIONS AND DESIGN DATA. 4. THE CONTRACTOR SHALL INSTALL PULL BOXES IN ACCORDANCE WITH CSU SPECIFICATIONS AND DESIGN. PULL BOXES SHALL BE PROVIDED BY CSU. 327 LU _j xx u TWO-WAY w e1YL.-I CLEANOUT A f F/L=329.69' e DCV J J tOW>> �I x ^^ d +- DEFLECT 1 JOINT OF PIPE ALONG BARREL w/MINIMUM 0 x -` ~ - -m RADIUS OF 220' CENTER JOINT OF PIPE SEWER LINE CROSSING 01 PVC (C-909, CL 200) WATER -4" AERFDX CAnON_QF_ `� :LINE w/CEMENT STABILIZED BEDD114G & STRUCTURAL BACKFILL EXISTING 8" S NITARY SEWER >- 0' 10' 20' 30' 4" PUBLIC WATER LINE EXTENSION HORZ. 1"=10' VERT. 1"=l' 332 -331 330 329 328 327 - - - - - - - - - - 4 - 3/4" DOMESTIC WATER METERS WV --- 6'V 6-W 6"w 6"w 6"W (METERS SET BY CoCS) PUBLIC WATER LINE EXTENSION 12" 12" 1-12"x 6" (MJ) TEE 1-1.2". (MJ) GATE VALVE & BOX 1-6" (MJ) GATE VALVE & BOX 6>' 1 -STANDARD FIRE HYDRANT ASSEMBLY 5 L.F. OF 6" PVC (C-909, CLASS 200) WATER LINE (48" COVER -MIN.) - 12"W 12"W -12"W 1 'W �12"W- -- --' -- wv TBM1:- - - -OHE- - _ ELEV.=335.41' -OHE- -En u' - - -OHE- - - -OHE- - - -0HE- - - E - ' -0HE- - - --DHE I f I _ I j _ I I '0 ! I- I W I W 3 I � LL I N U') o I _3 I d rz 00 I �I I > i I J APPROXIMATE LOCATION OF I EXISTING 8" SANITARY SEWER LINE I I STOIP CALL BEFORE YOU DIG TEXAS ONE CALL SYSTEM 1-800-245-4545 11, 3 - 4" DOMESTIC WATER METERS. (AT LEAST 72 HOURS PRIOR TO DIGGING) 4 / IVARNINGH: THE CONTRACTOR IS TO LOCATE ANY AND ALL UTILITIES 1 1" IRRIGATION WATER METER PRIOR TO CONSTRUCTION AND IS SOLELY RESPONSIBLE rOR ALL DAIIAGES 1 -DOUBLE CHECK VALVE TO EXISTING UTILITIES DUE TO ANV CONSTRUCTION ACTIVITY. (METERS SET BY CoCS) EXISTING SANITARY - SEWER MANHOLE 3 PLAN NOTES: RIM -334.88' FA(I)=328.49' �I MH 1. REFER TO SHEET CO.1 FOR UTILITY F/L(0)=328.45' , AND MISCELLANEOUS CONSTRUCTION NOTES. 2. REFER TO SHEET C2.2 & C2.3 FOR MISCELLANEOUS DETAILS. 3. THE CONTRACTOR SHALL BE RESPONSIBLE TO ENSURE THAT ALL EXISTING IMPROVEMENTS (MANHOLE LIDS, VAULTS, TRAFFIC BOXES, ETC...) ARE ADJUSTED SO THAT THEY ARE FLUSH WITH THE NEW 'SIDEWALKS AND PAVEMENT. 4. THE UTILITY ENTRY POINTS FOR THE PROPOSED STRUCTURES ARE ILLUSTRATED IN AN APPROXIMATE WAY ONLYII THE CONTRACTOR IS TO REFERENCE M.E.P. DRAIMNGS FOR EXACT LOCATION & SPECIFICATIONS. TIE INTO EXISTING 8" SANITARY SEWER LINE FA -328.61' I. EXISTING SANITARY SEWER MANHOLE RIM -334.71' FA(0=328.66' F/L(0)=328.66' ml. 1 APPROXIMATE LOCATION OF EXISTING 6" WATER LINE 3 V) En C:1 TWO-WAY STANDARD STANDARD 6"0 APPROXIMATE LOCATION OF 6"0 CLEANOUT CLEANOUT EXISTING 6" WATER LINE F/L=326.71' F/L=326.00' APPROXIMATE LOCATION OF E�ENHOWER STREET EXISTING 8" SANITARY SEWER LINE ------ss- - ss - - - - ss- - --c-S- ss ssil A (^-50' WIDE RIGHT-OF-WAY) - - - - ss- - - -ss- - - -ss- - - I�12 w i ( S 410' Wi9' 156' FH APPROXIMATE LOCATION OF EXISTING 12" WATER LINE 16 -OHE- - - -OHE- _ _ -0HE- - - --0HE- - - -0 - �•� -HF �8$�OHE - �i 1 - w - w - � 00 O 10 O - i1 NNEW Iwl__��ME I 7607 EASTMARK DR., STE. 252A <778 POST OFFICE BOX .9253 PLAN COLLEGE STATION, TEXAS 77842 NORTH EMAIL: civil@rmengineer.com 0 20 40 OFFICE - (979) 764-0704 I FAX - (979) 764-0704 SCAM: i = -20 „ SURVEYOR I'SYMBOL & LINE LEGEND KERR SURVEYING, LLC 505 CHURCH STREET 0 POWER POLE COLLEGE STATION, TX 77841 0 LIGHT POLE OFF: (979) 268-3195 GUY WIRE ANCHOR FAX: (979) 691-8904 I � GAS PIPELINE RISER I B&1wv WATER VALVE Swm WATER. METER QDcv DOUBLE CHECK VALVE (VEv ELECTRIC VALVE 4)Bv BALL-VALVE IREM ELECTRICAL TRANSFORMER OGM GAS METER I 00 MH MANHOLE _C-0. CLEANOUT FH FIRE HYDRANT SAW CUT & 20 S.Y. OF ®n' TELEPHONE PEDESTAL Al AREA INLET ASPHALT STREET PATCH -SEE � •; s JUNCTION BOX B/CS DETAIL ST4-01 BUILDING SETBACK LINE MARK DATE DESCRIPTION TIE INTO EXISTING 8 I --- --- PROPERTY LINE SANITARY SEWER LINE---�--- EASEMENT LINE 9,�% COMPLETE F/L-325.75' - - - - - - - - P.y E. PUBLIC UTILITY EASEMENT NOT FOR TRANSFORMER (FURNISHED PROPOSED PAVEMENT BY CoCS) & PAD - SEE CONSTRUCTION CoCS ELECTRICAL NOTE #3 ~ra I £ y PROPOSED STRUCTURE Il REVIEW ONLY EXISTING SANITARY 10/ 2/09 SEWER MANHOLE T.B. ' #1: RAILROAD SPIKE SET IN �RIM -331.99' POWER POWER ON THE SOUTH SIDE F/L(I)=324.46' OF THE INTERSECTION OF _SS F/L(0)=324.35' ,EIS NHOWER STREET AND LIVE OAK STREET. RIGID CONDUIT FOR (ELEV. = 335.41' - NGVD 29) _: ,►- �, .W ; SERVICE ON EXISTING 12' w I I 4 a PRELIMINARY POWER POLE 12"w 12"w 12"w 12"W 11 "w 12"w -- - - - - - - -FH THIS DOCUMENT IS RELEASED 11 ; 12 15 14 I EXISTING OVERHEAD �' FOR THE PURPOSE OF INTERN ELECTRIC LINES -� REVIEW UNDER THE AUTHORM PP E- a 13.15 L.F. OF PVC (SDR -26, CL160) OF RABON A. METCALF, P.E. HE- NO. 88583, ON OCTOBER 12, # I 13 1 j 'PP- SEWE SE VIC Ca? 1.00% SLOPE (24" MIN 2009 IT IS NOT TO BE USED 1 I M COVE FOR CONSTRUCTION, BIDDING ) TWO-WAY TWO-WAY TWO-WAY TWO-WAY STANDARD 4"0 STANDARD 4"0 STANDARD 4"0 STANDARD 4"0 CLEANOUT CLEANOUT CLEANOUT CLEANOUT F/L=326.43' F/L=327.00' F/L=326.70' F/L=326.28' w BUILDING No. 2 ELECTRIC METER BANK e F.F.=334.50' (4 ELECTRIC METERS) 10 L.F. OF 2-4" PVC CONDUIT (GREY) l + I ( 6' SIDEWA11. L I I ELECTRICSSERVICEI( 8"NG F MRNSECOVER)RY tj MAINTAIN 24" (MIN) HORZ. SEPARATION w/ALL OTHER UTILITIES & .PLACE IN SEPARATE DITCH TRANSFORMER (FURNISHED BY CoCS) &PAD - SE CoCS ELECTRICAL NOTE # 6.50 L.F. OF 2-4" PVC CONDUIT NG SECONDARY ELECTRIC SERVICE(48"(8R MIN. COVER) - MAINTAIN 24" (MIN) HORZ. SEPARATION w/ALL OTHER UTILITIES & PLACE IN SEPARATE DITCH BUILDING No. 1 TWO-WAY TWO-WAY F.F.=334.50' STANDARD 4"0 „ TWO-WAY CLEANOUT CLEANOUT STANDARD 4 STANDARD 4" 0 UTT F/L=330.09' F/L=330.39' CLEANOUT F/L=330.82' STANDARD 6"0 CLEANOUT _ I FA= 329.23 LP SAW CUT & 50 S.Y. OF ASPHALT STREET PATCH - SEE B/CS DETAIL ST4-01 0 N 47' 53' 06" 'W - 197.04' - TWO-WAY STANDARD 6"0 CLEANOUT F/L=330.10' 0 E i 28.45 L.F. OF 2-4" PVC CONDUIT OR PERMIT PURPOSES. ® W (GREY) w/PULL STRING FOR PRIMARY Q 56.0 ' L.F. (TOTAL) OF 1" PVC (SCH 40) ELECTRIC SERVICE (48" MIN. COVER) WATE SEF VICE 24" MIN. COVER w r' -MAINTAIN 24" (MIN) HORZ. SEE RIVA E UTILITY NOTE #6. ) 1 cu SEPARATION w/ALL OTHER UTILITIES ca & PLACE IN SEPARATE DITCH O 80.70 L.F. TOTAL) of 1" PVC (SCH 40) N I WAT� SE /IC (24" MIN. COVER) I NOW OR FORMERLY SEE RIVATE TIL.ITY NOTE #6. COLLEGE STATION CHINESE CHURCH, INC. 10.486 ACRE TRACT 127.9 L.F. (TOTAL) OF 1" PVC (SCH 40) 4 a 10 P.U.E. 0) (VOLUME 1108, PAGE 23) M VOL ___, PG WATE SERVICE (24" MIN. COVER) o SEE RIVATE UTILITY -NOTE #6. W �- 5' .� 144.40 L.F. OF 2-4" PVC CONDUIT (D 153.16 L.F.II (TOTAL) OF 1" PVC (SCH 40) Z Z LW m 11 `, (GREY) w/PULL STRING FOR PRIMARY WATE SE VICE(24" MIN. COVER) J W �' E W ELECTRIC SERVICE (48" MIN. COVER) SEE RIVA E TILITY NOTE #6.- ~` t q - MAINTAIN 24" (MIN) HORZ. 6�4" �- (� E , SEPARATION w/ALL OTHER UTILITIES 41.00 L.F. OF PVC PUBLIC WATER LINE E I I I & PLACE IN SEPARATE DITCH EXTEI' SION SEE PROFILE THIS SHEET. Q Q 3 W 0 36.5E L.F. SOF 6" PVC (SDR -26, CL160) J w I c I. s 1 SEWER SERVICE @ 1.00% SLOPE (24" MIN F_ ~ Q WEXISTING OVERHEAD ) O O cV I ELECTRIC LINES COVE I T I- _ 4 21 L.F. OF 2-4" PVC CONDUIT O 87.10 L.F. i F 6" PVC (SDR -26, CL160) W W z � c (GREY) w/PULL STRING FOR PRIMARY SEWER SER VICE @ 1.00% SLOPE (24" MIN 1- W o I t I ELECTRIC SERVICE (48" MIN. COVER)COVE) (jj O V) -MAINTAIN 24" (MIN) HORZ. ( = W 0 L I L. SEPARATION w/ALL OTHER UTILITIES - - - Q 58.8 L.F. ;OF 6" PVC (SDR -26, CL160) Z ,� N I & PLACE IN SEPARATEDITCH SEWE SERUIC Cc? 1.00% SLOPE (24" MIN Z W N - COVE) d � �q W � _ 10 94.016 L.F. (TOTAL) OF 1" PVC (SCH 40) CD o WATE SERVICE (24SMIN. COVER) PP W SEE rRIVATE UTILITY NOTE #6. q NEW POWER POLE w/RIGID i CONDUIT FOR SERVICE (SET BY 11 CoCS ELECTRIC) 71.53 L.F. (TOTAL) OF 1" PVC (SCH 40) W WATE SERVIC (24" MIN. COVER) SEE RIVATE UTILITY NOTE6 ELECTRIC METER BANK # (4 ELECTRIC METERS)CLIENT INFORMATION 1 12 25.9, L.F. (TOTAL) OF 1" PVC (SCH 40) BRYAN LINKS, LLC 2020 OAKWOOD TRAIL WATE SERVICE (24 MIN. COVER) COLLEGE STATION, TX 77845 SEE RIVATE UTILITY NOTE #6• OFF: (979) 218-1858 I 10' P.U.E. 1347.84 L.F. ( I I L) OF 1" PVC (SCH 40) VOL PG I R NOW OR FORMERLY WATE Z SERVICE (24" MIN. COVER) EMAIL: ghudson0sunbelt-graphics.c< 707 CENTER, L.P. SEE RIVATE UTILITY NOTE6. FILENAME:0381UPlA SCALE: 1"=20' I TEXAS 707 SUBDIVISION # (VOLUME 2740, PAGE 227) SUBMITTED DATE: OCTOBER 12, 2009 6"x4" REDUCING BEND 14 24.57 L.F. OF 6" PVC (SDR -26, CL160) DRAWN BY: R.A.M. F/L=330.69' SEWER SERiVICE @ 1.00% SLOPE (24" MIN CHECKED BY: R.A.M. NOW OR FORMERLY BRE LQ TX PROPERTIES, L.P. 3.80 ACRE TRACT (VOLUME 7153, PAGE 209) I COVER) FIELD BOOK: 12 PAGES: 49-56 I 15 69.88 L.F. OF 16" PVC (SDR -26, CL160) RME CONSULTING ENGINEERS SEWER SERVICE Q 1.00% SLOPE (24" MIN CLIENT N0. PROJECT NC COVET) 242 - 0381 16 59.47 L.F. OF 6" PVC (SDR -26, CL160) I SEWED SERVICE @ 1.00% SLOPE (24" MIN i COVE ) � ISHEET OF 11 u TWO-WAY STANDARD 4"0 CLEANOUT F/L=329.69' e DCV BUILDING No. 1 TWO-WAY TWO-WAY F.F.=334.50' STANDARD 4"0 „ TWO-WAY CLEANOUT CLEANOUT STANDARD 4 STANDARD 4" 0 UTT F/L=330.09' F/L=330.39' CLEANOUT F/L=330.82' STANDARD 6"0 CLEANOUT _ I FA= 329.23 LP SAW CUT & 50 S.Y. OF ASPHALT STREET PATCH - SEE B/CS DETAIL ST4-01 0 N 47' 53' 06" 'W - 197.04' - TWO-WAY STANDARD 6"0 CLEANOUT F/L=330.10' 0 E i 28.45 L.F. OF 2-4" PVC CONDUIT OR PERMIT PURPOSES. ® W (GREY) w/PULL STRING FOR PRIMARY Q 56.0 ' L.F. (TOTAL) OF 1" PVC (SCH 40) ELECTRIC SERVICE (48" MIN. COVER) WATE SEF VICE 24" MIN. COVER w r' -MAINTAIN 24" (MIN) HORZ. SEE RIVA E UTILITY NOTE #6. ) 1 cu SEPARATION w/ALL OTHER UTILITIES ca & PLACE IN SEPARATE DITCH O 80.70 L.F. TOTAL) of 1" PVC (SCH 40) N I WAT� SE /IC (24" MIN. COVER) I NOW OR FORMERLY SEE RIVATE TIL.ITY NOTE #6. COLLEGE STATION CHINESE CHURCH, INC. 10.486 ACRE TRACT 127.9 L.F. (TOTAL) OF 1" PVC (SCH 40) 4 a 10 P.U.E. 0) (VOLUME 1108, PAGE 23) M VOL ___, PG WATE SERVICE (24" MIN. COVER) o SEE RIVATE UTILITY -NOTE #6. W �- 5' .� 144.40 L.F. OF 2-4" PVC CONDUIT (D 153.16 L.F.II (TOTAL) OF 1" PVC (SCH 40) Z Z LW m 11 `, (GREY) w/PULL STRING FOR PRIMARY WATE SE VICE(24" MIN. COVER) J W �' E W ELECTRIC SERVICE (48" MIN. COVER) SEE RIVA E TILITY NOTE #6.- ~` t q - MAINTAIN 24" (MIN) HORZ. 6�4" �- (� E , SEPARATION w/ALL OTHER UTILITIES 41.00 L.F. OF PVC PUBLIC WATER LINE E I I I & PLACE IN SEPARATE DITCH EXTEI' SION SEE PROFILE THIS SHEET. Q Q 3 W 0 36.5E L.F. SOF 6" PVC (SDR -26, CL160) J w I c I. s 1 SEWER SERVICE @ 1.00% SLOPE (24" MIN F_ ~ Q WEXISTING OVERHEAD ) O O cV I ELECTRIC LINES COVE I T I- _ 4 21 L.F. OF 2-4" PVC CONDUIT O 87.10 L.F. i F 6" PVC (SDR -26, CL160) W W z � c (GREY) w/PULL STRING FOR PRIMARY SEWER SER VICE @ 1.00% SLOPE (24" MIN 1- W o I t I ELECTRIC SERVICE (48" MIN. COVER)COVE) (jj O V) -MAINTAIN 24" (MIN) HORZ. ( = W 0 L I L. SEPARATION w/ALL OTHER UTILITIES - - - Q 58.8 L.F. ;OF 6" PVC (SDR -26, CL160) Z ,� N I & PLACE IN SEPARATEDITCH SEWE SERUIC Cc? 1.00% SLOPE (24" MIN Z W N - COVE) d � �q W � _ 10 94.016 L.F. (TOTAL) OF 1" PVC (SCH 40) CD o WATE SERVICE (24SMIN. COVER) PP W SEE rRIVATE UTILITY NOTE #6. q NEW POWER POLE w/RIGID i CONDUIT FOR SERVICE (SET BY 11 CoCS ELECTRIC) 71.53 L.F. (TOTAL) OF 1" PVC (SCH 40) W WATE SERVIC (24" MIN. COVER) SEE RIVATE UTILITY NOTE6 ELECTRIC METER BANK # (4 ELECTRIC METERS)CLIENT INFORMATION 1 12 25.9, L.F. (TOTAL) OF 1" PVC (SCH 40) BRYAN LINKS, LLC 2020 OAKWOOD TRAIL WATE SERVICE (24 MIN. COVER) COLLEGE STATION, TX 77845 SEE RIVATE UTILITY NOTE #6• OFF: (979) 218-1858 I 10' P.U.E. 1347.84 L.F. ( I I L) OF 1" PVC (SCH 40) VOL PG I R NOW OR FORMERLY WATE Z SERVICE (24" MIN. COVER) EMAIL: ghudson0sunbelt-graphics.c< 707 CENTER, L.P. SEE RIVATE UTILITY NOTE6. FILENAME:0381UPlA SCALE: 1"=20' I TEXAS 707 SUBDIVISION # (VOLUME 2740, PAGE 227) SUBMITTED DATE: OCTOBER 12, 2009 6"x4" REDUCING BEND 14 24.57 L.F. OF 6" PVC (SDR -26, CL160) DRAWN BY: R.A.M. F/L=330.69' SEWER SERiVICE @ 1.00% SLOPE (24" MIN CHECKED BY: R.A.M. NOW OR FORMERLY BRE LQ TX PROPERTIES, L.P. 3.80 ACRE TRACT (VOLUME 7153, PAGE 209) I COVER) FIELD BOOK: 12 PAGES: 49-56 I 15 69.88 L.F. OF 16" PVC (SDR -26, CL160) RME CONSULTING ENGINEERS SEWER SERVICE Q 1.00% SLOPE (24" MIN CLIENT N0. PROJECT NC COVET) 242 - 0381 16 59.47 L.F. OF 6" PVC (SDR -26, CL160) I SEWED SERVICE @ 1.00% SLOPE (24" MIN i COVE ) � ISHEET OF 11 TIE PROPOSED CURB & GUTTER REPLACEMENT TO EXISTING CURB w/#4 - - - DOWELS @ 18" O.C. - SEE _ B/CS DETAIL ST1-01 - - - wv� TYPICAL AMBULATORY RAMP FOR 6' SIDEWALK TYP-ICAL 6' SIDEWALK - SEE B/CS DETAIL LOCATED 3' OFF B.00. - SW3-00 SEE B/CS DETAIL SW1-02 MH wv+ .::r -j LOCATED 3' OFF B.00. - SEE B/CS DETAIL SW1-02 J 00 00 . p TIE "PROPOSED CURB TO p EXISTING CURB w/#4 14 DOWELS @ 18" 0. C. E. W. TYPICAL AMBULATORY RAMP FOR 6' SIDEWALK - SEE B/CS DETAIL - $W3-04 Iu w c1 I w;Q w� tR I �� ;�Gonsul-�in9 Fr�tne_er^s I 7607 EASTMARK DR., STE. 252A <778 0> POST OFFICE BOX 9253 PLAN COLLEGE STATION, TEXAS 77842 NORTHEMAIL: civil@rmengineer.com j O 20 40 OFFICE - (979) 764-0704 I FAX - (979) 764-0704 SCALE: I" = 20' I ( SURVEYOR SYMBOL & LINE LEGEND KERR SURVEYING, LLC 505 CHURCH STREET POWER POLE COLLEGE STATION, TX 77841 LIGHT POLE GUY WIRE ANCHOR OFF: (979) 268-3195 PIPELINE RISER FAX: (979) 691-8904 I � GAS I Mwv WATER VALVE 9wm WATER METER nocv DOUBLE CHECK VALVE 0 E ELECTRIC VALVE By BALL VALVE ®EM ELECTRICAL TRANSFORMER I 6GM GAS METER I MH MANHOLE C.O. CLEANOUT Fm FIRE HYDRANT 191P TELEPHONE PEDESTAL '• AI AREA INLET I EPB JUNCTION BOX -' BUILDING SETBACK LINE ARK DATE DESCRIPTION TIE PROPOSED CURB &PROPERTY LINE GUTTER REPLACEMENT TO 95°/Q COMPLETE' — — EXISTING CURB w/#4 -----I--- EASEMENT LINE — — — — _ DOWELS U 18 O.C. — SEE — -- — — — — — RIJI E. PUBLIC UTILITY EASEMENT IB/CS DETAIL ST1-01NOT FOR PROPOSED PAVEMENT CONSTRUCTIO .LL ,_ PROPOSED STRUCTURE EISENHOWER STREET REVIEW ONLY PAVEMENT LEGEND (-50' WIDE RIGHT-OF-WAY) j I (-31' CURB & GUTTER w/HMAC PAVEMENT) 10112/09CONTROL JOINT MH CONSTRUCTION JOINT ----= 714, 'E -- EXPANSION JOINT ! I ( t I S 40' 29'156 "1 EI - (195.23'I I ! ! ' s' �IDE FH 4— WM's H M 6" CONCRETE PAVING & 6" LIME STABILIZED SUBGRADE c0 ® 0 CO BUILDING No. 2 8" CONCRETE PAVING & 6" LIME STABILIZED SUBGRADE W ¢ a TYPICAL 6" RAISED 6 81DEWALK I v , i I I -..... MONOLITHIC CURB ¢I {TYPE 1A LL ass< NOW OR FORMERLY COLLEGE STATION CHINESE CHURCH, INC. 0.486 ACRE TRACT (VOLUME 1108, PAGE 23) TO Cff Imd sr-r(DIP! �LLJ'BEFORE YOU DIG TEXAS ONE CALL SYSTEM I-800-245-4545 AT LEAST 72 HOLRS PRIOR TO DIGGING) E CONTRACTOR IS TO LOCATE .ANY .AND .ALL UTILITIES tUCTION AND IS SOLELY RESPONSIBLE FOR ALL DAMAGES UTILITIES DUE TO ANY CONSTRUCTION ACTIVITY. PLAN I OTES p 3 REFER TO SHEET COA FOR EARTHI RK,, wl MISCEL! 15.00 (TYP)Li44 CONSTRUCTION NOTES. 0 I ER TO SHEET C2.2 FOR PAVING & MISCEL ANEOUS DETAILS. M CL W F— Q I w � m N z � W= 0 Z LL Lu 0 � 1 00) I C EXIS TING VACY N V) _0 Q p Ld w 17- 0 WOOD FENCE Ln Li -- E ---I---- --- E I --�-- - --- E ---}--- --- E --- f--- --- E -, TYPICAL 6" RAISED d m z 15.00' 1 15.00' co p MONOLITHIC CURB (TYP) wi lw (TYP) wl N (TYPE 1A) COMMERCIAL .. 0 °- 1 wl I (w I w) A 0) DRIVEWAY, SEE B/CS °- Ems— ., ) I M DETAIL ST2-03 UI L-�� I 6' S DE LK 6'IDEWALK 0 TYPICAL AMBULATORY • RAMP FOR 6' SIDEWALK dp- - SEE B/CS DETAIL cn SW3-04 a PPS NTO w TYPICAL 6' CONCRETE 0 TIE PROPOSED CURB TO N BUILDING No. 1 SIDEWALK CENT W EXISTING CURB w/#4 STRUCTURE 6' WIDE CONCRETE DOWELS 0 18" O.C.E.W. M ® 6 " CONCRETE PAVING `t DRAINAGE FLUME DCV & 6" LIME STABILIZED S E SHEET C2.2 v, a SUBGRADE I ® Co con ® Co ®Co I I FH CO CO MH PP N 47' 53' 06's W - 197.04' NOW OR FORMERLY I -o- EXISTING PRIVACY 707 CENTER, L.P. LP WOOD FENCE TEXAS 707 SUBDIVISION I I (VOLUME 2740, PAGE 227) NOW OR FORMERLY BRE/LQ TX PROPERTIES, L.P. 3.80 ACRE TRACT i I I (VOLUME 7153, PAGE 209) I I TO Cff Imd sr-r(DIP! �LLJ'BEFORE YOU DIG TEXAS ONE CALL SYSTEM I-800-245-4545 AT LEAST 72 HOLRS PRIOR TO DIGGING) E CONTRACTOR IS TO LOCATE .ANY .AND .ALL UTILITIES tUCTION AND IS SOLELY RESPONSIBLE FOR ALL DAMAGES UTILITIES DUE TO ANY CONSTRUCTION ACTIVITY. PLAN I OTES 1. REFER TO SHEET COA FOR EARTHI RK,, PAVING, AND MISCEL! ANEOUS CONSTRUCTION NOTES. 2. RE ER TO SHEET C2.2 FOR PAVING & MISCEL ANEOUS DETAILS. THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERR REVIEW UNDER THE AUTHORITI OF RABON A. METCALF, P.E. NO. 88583, ON OCTOBER 12, 2009 IT IS NOT TO BE USED FOR CONSTRUCTION, BIDDING OR PERMIT PURPOSES. CLIENT INFORMATION BRYAN LINKS, LLC 2020 OAKWOOD TRAIL COLLEGE STATION, TX 77845 OFF: (979) 218-1858 EMAIL: ghudson®sunbelt-graphics.c( FILENAME: 0381 PV1 A I SCALE: 1"=20' SUBMITTED DATE: OCTOBER 12, 2009 DRAWN BY: R.A.M. CHECKED BY: R.A.M. FIELD BOOK: 12 PAGES: 49-.56 RME CONSULTING ENGINEERS CLIENT NO. PROJECT NC 242 — 0381 CIE SHEET 70F 11 z O ~ W in o wcn ,u•j M CL W F— Q I w � m N z � W= 0 Z LL Lu 0 � Z w UJ N V) 0 Q 0 CLIENT INFORMATION BRYAN LINKS, LLC 2020 OAKWOOD TRAIL COLLEGE STATION, TX 77845 OFF: (979) 218-1858 EMAIL: ghudson®sunbelt-graphics.c( FILENAME: 0381 PV1 A I SCALE: 1"=20' SUBMITTED DATE: OCTOBER 12, 2009 DRAWN BY: R.A.M. CHECKED BY: R.A.M. FIELD BOOK: 12 PAGES: 49-.56 RME CONSULTING ENGINEERS CLIENT NO. PROJECT NC 242 — 0381 CIE SHEET 70F 11 LANDSCAPING REQUIREMENTS LANDSCAPING NOTES:LANDSCAPING NOTES contd. LANDSCAPING NOTES cont d. 9. COVER AREAS TO BE PLANTED WITH 6" APPROVED ORGANIC MATTER, 2" PINE BARK MULCH, AND 13-13-13 18. TOPSOIL SHALL BE PROVIDED BY LANDSCAPE CO'ITRAC_TOR AND USED FOR BACKFILLING ALL PITS FOR SITE AREA METHOD: FRONTAGE TRE 8. QL 1. THE LANDSCAPE PLAN PRESENTED WAS PREPARED BY RME CONSULTING ENGINEERS RME IS NEITHER FERTILIZER AT THE RATE OF 5 LBS. 00 SQFT. OF BED AREA, PLANTS. AVERAGE TOPSOIL MIXTURE SHALL CONSISTl F THREE (3' PARTS GOOD GARDEN SOIL, 1/2 PART DEVELOPMENT AREA=0.917 acres LIVE OAK STREET - LOCAL STREET 0 32' SPC: A LICENSED LANDSCAPE ARCHITECT NOR IRRIGATOR. THIS PLAN WAS PREPARED FOR THE SOLE PURPOSE TO BED MIX, 1/2 PART MANURE OR BONE MEAL, AND 0- (1) POUND TIME PER CUBIC YARD. 0.917 acres = 39,945 sqft. @ 30 pnts./1000 sqft.: 126 L.F. FRONTAGE/32 = 3.9 TREES MEET THE CITY OF COLLEGE STATION (CoCS) UNIFIED DEVELOPMENT ORDINANCE AND OBTAIN DEVELOPMENT 10, ALL DISTURBED AREAS, NOT DESIGNATED TO BE BLOCK, SODDED, SHALL BE SEEDED WITH EITHER BERMUDA (39,945/1000 x 30) = 1,198 pets. REQUIRED 4 TREES PERMITS. ANY CHANGES MADE TO THIS PLAN SHALL BE SUBMITTED TO THE CoCS DEVELOPMENT SERVICES (2 LBS/1,000 SQ.FT.) FROM MARCH 15 TO SEPTEMBER 15 OR BERMUDA/RYE GRASS MIX (2 LBS/5 LBS. PER 19. ALL PLANTS SHALL BE GUARANTEED TO BE IN HEALTHY CONDITION FOR ONE (1) YEAR AFTER Co ETineem PROVIDED = 10 TREES DEPARTMENT FOR REVIEW AND APPROVAL. 1,000 SQ.FT.) FROM SEPTEMBER 16 TO MARCH 14. ACCEPTANCE BY THE OWNER AND THE CITY OF COLLk( -__ STATION. (4 CANOPY TREES & 12 NON -CANOPY) 7607 EASTMARK DR., STE. 252A <7784 ADDITIONAL STREETSCAPE- 2. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF QUANTITIES IN THE PLANT LIST. 11. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING TREES AND SHRUBS THAT WILL MEET 20. ALL PLANT MATERIAL SHALL BE MULCHED W) 1-1 A MINIMUM 2" LAYER OF HARDWOOD BARK MULCH POST OFFICE BOX 9 53 LIVE OAK STREET (201 L.F. - VISIBLITY TRIANGLE) EISENHOWER STREET - LOCAL STREET 0 32' SPC: ANY DISCREPANCIES BETWEEN QUANTITIES ON THE PLAN A14P THE PLANT LIST SHALL BE BROUGHT TO THE BOTH MINIMUM SIZE AND SPACING FOR TREE AND ZONING ORDINANCE COMPLIANCE. FAILURE TO INSTALL PLANT (UNLESS OTHERWISE SPECIFIED). PROVIDE MINIMUM 10 DIAMETER MULCH RING AROUND EXISTING TREES TO COLLEGE STATION, TEXAS 77842 195 L.F. FRONTREQUIRED = 6.1 TREES ATTENTION OF THE INSPECTOR AND ANY FIELD ADJUSTMENTS OR QUANTITY ADJUSTMENTS MUST BE AUTHORIZED MATERIAL PER THIS PLAN WILL JEOPARDIZE 1 SSUANCE OF FINAL CERTIFICATE OF OCCUPANCY. PRIOR TO ISSUANCE REMAIN, TYPICAL. 300 pnts./50 L.F. of frontage: REQUIRED 7 TREES PRIOR TO PLANTING. OF A CERTIFICATE OF OCCUPANCY ALL LANDSCAPING SHALL BE INSTALLED. EMAIL: civil@rmengineer.com (300 x 126/50) = 756 puts. 21. MINIMUM TREE SIZE AT PLANTING IS SPECI ITD ON THE PLAN (FOR SINGLE STEM TREES). ALL OFFICE - (979) 764-0704 PROVIDED 13 TREES ' I EISENHOWER STREET COVERAGE OF GROUND COVER, DECORATIVE PAVING, DECORATIVE ROCK (NOT LOOSE), OR A 12. ALL TREES, SHRUBS AND PLANTS SHALL CONFORM TO ACCEPTED STANDARDS ESTABLISHED BY THE MUTLI-STEM PLANTS MUST BE TREE FORM MAXIMUM To 5 TRUNKS, AND BE THE MINIMUM SIZE SPECIFIED FAX - (979) 764-0704 (6 CANOPY TREES & 15 NON -CANOPY) 3- 1007' AMERICAN ASSOCIATION OF NURSERYMAN. ON THE PLAN. 300 pnts./50 L.F. of frontage: PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWELLS AND DRAINAGE AREAS, THE PARKING LOT A (300 x 195/50) = 1,170 pnts- CANOPY REQUIREMENTS: SET !BACK, RIGHT-OF-WAY, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. 13. ALL SAUCERS SHALL BE SOAKED WITH WATER AND MULCHED IMMEDIATELY FOLLOWING PLANTING.SURVEYOR 22. ALL STRAPPING MUST BE CUT AWAY AND REM CV:D FROM ROOT BALL PRIOR TO BACKFILLING PLANTING TOTAL LANDSCAPE POINTS REQUIRED 3,124 puts. CANOPY TREES: (3,124 x 507.) = 1,562 pntS. 4. ANY ADJACENT PROPERTY AND RIGHT-OF-WAY DISTURBED DURING CONSTRUCTION WILL BE RETURNED TO PIT, AND THE TOP 1/3 OF THE BURLAP MUST BE RE 1VED FROM T E ROOT BAL KERR SURVEYING, LLC REQUIRED = 1,562 pets: ITS EXISTING CONDITIONS OR BETTER. 14. PRUNING: THIN BRANCHES AND FOLIAGE (NOT ALL END TIPS) BY .1/3, RETAINING NORMAL PLANT SHAPE; 505 CHURCH STREET TOTAL LANDSCAPE POINTS PROVIDED 3J30 Ants. = 1,800 pnts. NEVER CUT EVERGREEN LEADERS. 23. THE LANDSCAPE CONTRACTOR SHALL COMI COLLEGE STATION, TX 77841 FIL" WITH ALL APPLICABLE CODES AND ORDINANCES 5. ALL CONSTRUCTION DEBRIS SHALL BE REMOVED FROM THE PROPOSED PARKING ISLANDS PRIOR TO REGARDING LANDSCAPING. OFF: (979) 268-3195 PLACEMENT OF TOPSOIL AND PLANTING, INCLUDING CONCRETE, ASPHALT, LIMESTONE BASE MATERIAL, OR 15. THE TOP OF ALL ROOT BALLS SHALL BEAR THE SAME RELATIONSHIP TO FINISHED GRADE, AS BORN TO FAX: (979) 691-8904 LANDSCAPESCHEDULE COMPACTED STABILIZED EARTH. PREVIOUS GRADE AND GROWING CONDITIONS. 24. IT IS THE RESPONSIBILITY OF THE LANDSCAFE CONTRACTOR TO ESTABLISH A HEALTHY STAND OF GRASS ON ALL SEEDED AREAS. NOOF BOTANICALCOMMON 6. THE CROWN OF ALL PLANTS SHALL BE SLIGHTLY HIGHER, AFTER SETTLING, THAN ADJACENT SOIL. 16. ALL ROOT BALLS REMOVED FROM CONTAINERS SHALL BE SCARIFIED PRIOR TO BACKFILLING. .. , SYMBOL SIZE TYPE NOTES POINTS 25. IN THE EVENT THAT PLANTING BEDS AND MULGH, ARE REQUIRED, THE LANDSCAPE CONTRACTOR SHALL PLANTS NAME NAME 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING OR ADDING TOP SOIL, AS NEEDED, FOR THE 17. THE LANDSCAPE CONTRACTOR SHALL VERIFY EXISTING UNDERGROUND UTILITIES PRIOR TO PLANT INSTALL BLACK FABRIC MESH UNDER THE MULCH TO P EVENT WEED GROWTH. 2.1 3.4" QUERCUS WATER CANOPY 40 GALLON INCLUSION OF THE SOIL AMENDMENTS, AS NEEDED, IN THE PREPARED GROUND COVER BEDS. INSTALLATION AND SHALL BE RESPONSIBLE FOR ANY DAMAGES DUE TO LANDSCAPE OPERATIONS. 12 1,800 26. THE LANDSCAPE CONTRACTOR SHALL BE RESP NSIBLE FOR THE WATERING AND THE MAINTENANCE OF CALIPER NIGRA OAK TREE (150 PMTS.) 8. ALL SINGLE TRUNK TREES ARE TO BE STAKED; HOSE AND GUY WIRES OVERLAPPED. i I ALL LANDSCAPED AREAS UNTIL THE LATER OF: (i) _'HIRTY (30) DAYS FOLLOWING THE PLANTING OF THE GRASS AND SHRUBS, OR (ii) THE DATE THAT THE FACILITY OPENS TO THE PUBLIC FOR BUSINESS. > 1.25" LAGERSTROEMIA CREPE NON -CANOPY 15 GALLON 30 CALIPER INDICA MYRTLE TREE (40 PNTS.) 1,200 SYMBOL & LINE LEGEND (SINGLE -CANE) ILEX IRRIGATION NOTES: ,OWER POLE -BURFORD 30. O.C.C. 13 10 GALLON CORNUTA HOLLY SHRUB (10 PN TS.) 130 1. AN AUTOMATIC TYPE IRRIGATION SYSTEM SHALL BE INSTALLED FOR ALL NEW PLANT AND LIGHT POLE BURFORDI-NANA LANDSCAPED AREAS. THIS IRRIGATION SYSTEM MUST BE INSTALLED PRIOR TO ISSUAN, OF GUY WIRE ANCHOR APPROXIMATE LOCATION OF CoCS- CERTIFICATION OF OCCUPANCY. F!Q GAS PIPELINE RISER EXISTING 6" WATER LINE 1 1 2. THE IRRIGATION SYSTEM MUST BE PROTECTED BY EITHER A PRESSURE VACUUM & BRE'R, A Mwv WATER VALVE D - REDUCED PRESSURE PRINCIPLE BACK FLOW DEVICE, OR A DOUBLE CHECK BACK FLOW DMARK DATE DESCRIPTION TVICEI Swm WATER METER to AND INSTALL -ED PER CITY ORDINANCE 2394. ©DCV DOUBLE CHECK VALVE 1 95COMPLETE eu ELECTRIC VALVE 01 /0 6"W 6"W 611w 61, 3. ALL BACK FLOW DEVICES MUST BE INSTALLED AND TESTED UPON INSTALLATION 3 PER I W_ PROPOSED PRIVATE- DOMESTIC CITY ORDINANCE 2394. jDBV 13ALL VALVE NOT FOR WATER SERVICES -SEE IR EM ELECTRICAL TRANSFORMER 4. INSTALLATION PVC (SCH 40) SLEEVING SHALL BE COORDINATED WITH THE CONTRACTA AND er-m GAS METER to SHEET C1.3 CONSTRUCTION APPROXIMATE LOCATION OF ALL SLEEVING SHALL EXTEND A MINIMUM OF 24" PAST THE CURB OR SIDEWALK IiHEREH MANHOLE REVIEW ONLY IGAN PLAN THE OWNEF FOR PROPOSED EXISTING 8" SANITARY SEWER EISENHOWER STREET APPLICABLE. CLEANOUT FIRE HYDRANT LINE . 5. THE CONTRACTOR'S IRRIGATOR SHALL SUBMIT AN IRRIGATION TO R FIRE HYDRANT SEE SHEET C1.3 APPROXIMATE LOCATION OF (-50' WIDE RIGHT -OF - REVIEW AND APPROVAL. THE IRRIGATION PLAN SHALL DEMONSTRATE THAT THE IRRIC TION WAY) C.O.cm EXISTING OVERHEAD NTP TELEPHONE PEDESTAL 10/12/09 MH EXISTING 12" WATER LINE ELECTRIC LINES SYSTEM WILL SUFFICIENTLY SUPPLY ALL WATER NEEDS TO THE NEWLY PLANTED LANDSCAPING -SS- _SS_ - - _SS- - - SS -SS - - - - S _SS - - - - SS- - - �Ss - - - - ss- - PROPOSED PRIVATE SANITARY MH AND GROUND COVER AND MEET ALL INITIAL WATERING NEEDS FOR VIABLE ESTABLISHMEN* AND Al AREA INLET _SS GROWTH OF PLANTINGS. RpB JUNCTION BOX SEWER SEE SHEET C1.3 _-7:_ BUILDING SETBACK LINE ? 6. THE CONTRACTOR SHALL COORDINATE ALL SLEEVING REQUIRED FOR PUBLIC AND PF VATE -S -1 2"W 12"W P, �: 111 E �_Ml 7--- PROPERTY LINE .1 1w UTI AND IRRIGATION AS DIRECTED BY THE DEVELOPER. I 12"W 12"W- 1 'w- -12!'W- 2"W' 121 WV h'!"w A ­�i EASEMENT LINE 'w 12' A A 7. THE LANDSCAPE CONTRACTOR SHALL INSTALL AN IRRIGATION SYSTEM SUFFICIENT TO MEET 2"W PliUE. PUBLIC UTILITY EASEMENT 111114 1 AT -my -11 .1.19 & -IJI LOCAL JURISDICTIONAL REQUIREMENTS OR SHALL BE SUFFICIENT TO PROPERLY IRRIGAT[ THE SOLID SOD AREAS THIS DOCUMENT IS RELEASED -OHE- ISM (TIF 419 BERMUDA) PRELIMINARY .i9' J1 56 "1 41 Z_41 11 LANDSCAPING AND GRASS AREAS LOCATED IN THE FRONT YARD AND SIDE YARDS ADJACE1,1T TO 111EP FOR THE PURPOSE OF INTERIM THE PARKING LOT. --OHE- - - --DHE- - - -DHE- - - -i IE +++. COMMON BERMUDA REVIEW UNDER THE AUTHORITY in ID En to cn APPROXIMATE LOCATION OF EXISTING 6" WATER LINE ifll rn cn Ljj co I LjJ Li con, O 0 < LLI 0 APPROXIMATE LOCATION OF 3(n EXISTING 8" SANITARY SEWER LINE "V: 1 = ; i I W-11 I, I I I ilk Lem I, RI 15 3 1. STAKE ABOVE FIRST BRANCHES OR AS NECESSARY TO PREVENT SLIPPING OF RUBBER HOSES. 2. PLANT SO THAT TOP OF ROOT BALL IS EVEN WITH THE FINISHED GRADE. 12 GAUGE GALVANIZED WIRE ENCASED IN 1"0 RUBBER HOSE 6' METAL "T" POSTS (MINIMUM OF 3). PINE BARK MULCH 2- THICK (MIN.) NEW TOPSOIL w/FERTILIZER 8" DEEP (MIN.) 3 x BALL DIAMETER 11 (5' MIN) TREE PLANTING- N.T.S. 05-3 - L w4W= 13 :J 4 Ad .4' 4.: . . 4 4 4Oa 4 (D -4 0 4k 4. 4 20) 4� L. --j 0 j. L 4 :-,6' SID DEWA�LK IIH- 4 i Jill i I F _11`1 I— +%++++. . + + + ++. + . . . + + + ++ + + + + + + + + + + + + F_MW + + + + + T + f+1 ... . . . . . . . . . . . . . . . . . . + + . . . . . . . . . . . . . . . .+++++++++++,+ +++++[, . . . . . . . . . . . . . . +s+.++.+ + +' + + + . . . . . . . . . . . . . w + + . . . . . . . . 4 + + + + + + + + + + + + +++++++++++++++++++++++ + + + + + + + + + + + + + + + + + +f+ + + + -w +--+ + + + . . . . . . . . . . . . + + + + + + �+++ + +++++ + + ++ + + + ++ w ++++++ + + + + +' + +++-'� + ;:4 + + + + . . . . . . . . . . + +1 + = =+=a + + _+ . . . +++++++++++++ . . . . . . . . . . + + + + + . . . . . . . + + + + + + + + + + +4I+ ++ +%+++ + + + 1++ . . . + + + + + + +++++ j _+. ':�+'_+:++ -+++ + + + + + + + + + + + . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . F . . . . . . . . . . . . . + + . . . . . . . 1+ +++ + + + + + + + + ++ +++ ++± . . . . + + + ++ + ... . . . . . . . . ..... . . 41 +-ZC4+ _f�t + + --T --F--i:-+-+ Sr- _+ 4� . . . . . . . . . . . . . . . . ... + .++++++++ + + + + + + + + + + ++++++++++++++-CO++++++++++++++++++++++++ ++++++++ + ++++++++++++++++++++++++++++++ ++++ PIP + ... ........... + ................................ ...................... ....................................... I .. ...................... PID + + + + + + + + + +++++ N 47* 53" 06" W - 197.104 ..... + + + + PROPOSED PRIVATE DOMESTIC EXISTING PRIVACY1 I LP WATER SERVICES - SEE WOOD FENCE PROPOSED PRIVATE SANITARY SHEET C1.3 SEWER SEE SHEET C1.3 NOW OR FORMERLY BRE/LQ TX PROPERTIES, L.P. 3.80 ACRE TRACT (VOLUME 7153, PAGE 209) ZONED: C-1 --OHE- PROPOSED ELECTRICAL TRANSFORMER PAD SEE SHEET C-1.3 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 sr-r(DIP! a a 0111ML911211011 TEXAS ONE CALL SYSTEM 1-800-245-4545 (AT LEAST 72 HOURS PRIOR TO DIGGING) (YARNING!!: 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. EXISTING PRIVACY NOW OR. FORMERLY WOOD FENCE COLLEGE STATION CHINESE CHURCH, INC. 0.486 ACRE TRACT (VOLUME 1108, PAGE 23) ZONED: R-6 PROPOSED ELECTRICAL TRANSFORMER PAD SEE SHEET C1.3 EXISTING OVERHEAD ELECTRIC LINES 1/8"x4" STEEL EDGE, COLOR SPECIFIED BY OWNER (OPTIONAL, EXCEPT At CURBS & SIDEWALKS) z NOW OR FORMERLY 707 CENTER, L.P. TEXAS 707 SUBDIVISION (VOLUME 2740, PAGE ZONED: R-6 SEEDED AREAS OF RABON A. METCALF, P.E. NO. 88583, ON OCTOBER 12, 2009 IT IS NOT TO BE USED FOR CONSTRUCTION, BIDDING OR PERMIT PURPOSES. N PLAN NORTH 0 20 40 SCALE: 1" = 20' z 0 UJ > 0 v Z M .4 UJ :) > Ld (n LL LL F_ > F_ V) I - CLC < CK C 0 Q_ v Uj Ld I C < rl� (0 4 < 0 04 111 0 1- a 0 V) _j 2 WZ C Lu 0LL -Z < M UJ 0 L.L C L.L z Ld w Z-) 0 0 � � CLIENT INFORMATION BRYAN LINKS, LLC 2020 OAKWOOD TRAIL PINE BARK MULCH COLLEGE STATION, TX 77845 2- T­IICK (MIN.) OFF: (979) 218-1858 C -k( 0 EMAIL: ghudson@sunbelt-graphics.co -FINISH FILENAME: 0381LPlA I SCALE: 1"=20' GRADE SUBMITTED DATE: OCTOBER 12, 2009 DRAWN BY. R.A.M. . .... ..... - --- ---------- ------ - CHECKED BY: R.A.M. NEW TOF SOIL FIELD BOOK: 12 PAGES. - 49-56 �j/j 6" THICK (AIN.) RME CONSULTING ENGINEERS CLIENT NO. PROJECT NO, 242 0381 31HRU6 PLANTING N.T.S. SHEET 8 OF 11 .• 1,111111111 11111,11 �1 6" 9" 6" RAMP (3'-0" MIN) ON --SITE kTORY RAI N.T.S. /TAPER CURB THROUGH RAMP (BOTH SIDES) DETECTABLE WARNING PAVERS, SEE B/CS STANDARD SW2-03 6" RAISED CURB w w o� �w oz 1 o io z d - N z I' I ANCHOR BOLTS TO 40" 1 3/8" ZW MINIMUM a NON—SHRINK GROUT ALINE'S. CIRCLE DIAMETER Lij 2" B SERIES &BOLI SIZE SHALL. BE 3 EXTRA SPIRAL DE SER NED BY POLE TURNS @ TOP � MAID 2., FINISHED GRADE DESIGNATED ¢ o 2" C SERIES 18" W I N 1 1 /2 ® Nm PARKING o LL_w - 2" C SERIES N v o z �- 1 1/29$ W o Q ONLY TTO cn 2" C SERIES ..1..Ld PVC CONDUIT .ter 2 1/2" N SIGN A SIGN MUST BE MOUNTED IN A CONSPICUOUS LOCATION AT EACH ENTRANCE TO THE PROPERTY FIRE LANE DETAILS N.T.S. H/C RAMP —NOTES.• 1. MAXIMUM CROSS—SLOPE OF 2.00% IN ALL DIRECTIONS. 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. �1 6" 9" 6" RAMP (3'-0" MIN) ON --SITE kTORY RAI N.T.S. /TAPER CURB THROUGH RAMP (BOTH SIDES) DETECTABLE WARNING PAVERS, SEE B/CS STANDARD SW2-03 6" RAISED CURB w w o� �w oz 1 o io z d - N z I' I ANCHOR BOLTS TO 40" 00 ZW MINIMUM z NON—SHRINK GROUT ALINE'S. CIRCLE DIAMETER Lij OL h 01- - to o l— to o 00 0 0 00 O O O _ o o �L 00 0) 00 0 0 00 �—TYPICAL HANDICAPPED PARKING SIGN 4" STRIPPING @ 16" O.C. (PAINTED BLUE) _14"R (TYP) 1» 3C RESERVED SIGN NOTES: 1. SIGN SHALL BE TYPE R7-8 AS IDENTIFIED 14" IN THE TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 3C 2. SIGN COLORS SHALL BE AS FOLLOWS: 1TEXT — 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 18" IN THE TEXAS MANUAL ON UNIFORM TRAFFIC 1 CONTROL DEVICES. 24" 4. SIGN COLORS SHALL BE AS FOLLOWS: TEXT — GREEN LEGEND & BORDER — GREEN BACKGROUND — WHITE j 2" 1C 4$ iC 721* 6" RAISED CURB i N.T.S. 1.2" r— DETECTABLE WARNING PAVERS, SEE B/CS STANDARD SW2-03 TAPER CURB THROUGH RAMP (BOTH SIDES) O 0 - 0 017 007. �oo 00 0 0 0 0 0 0 0. 00 O< 0 00 00 0c 0 00 O O O Qoa000< oa 0 0 00 0< Va 0 0 O O 00 00 o0 0 - o 0 '— TAPER CURB \ THROUGH RAMP CURB STOP 2.00% (MAX).o x Q o� SYMBOL (PAINTED BLUE) 8'-0" EXPANSION JOINT, SEE SHEET C3.2 CONCRETE #4 BARS @ 9" APRON O.C. E.W. a) ,d #4 BARS @ I 9" #4 BARS @ 9" 18" (VERT) (HORZ) SECTION B N.T.S. �. 0 VARY HEIGHT AS ;n " REQUIRED TO r- #4 BARS @ 9" _ z 9 PROVIDE LEVEL O.C.E. W. SURFACE FOR WALL _ a a co / � j� 1__N z •.: 4 BARS @ 9" # #4 BARS @ �\j�\\� (HORZ) 18 (VERT) SECTION rA N.T.S. STENCIL LETTERING "RESERVED PARKING" ALONG HANDICAPPED PARKING SPACES. LETTERS TO BE BLUE CONCRETE w/DOMED w/WHITE BACKGROUND FINISH II I 6" O.D.. STEEL PIPE C° I I (SCH-40) PRIMED & PAINTED (COLOR FINISHED AS SPECIFIED BY PAVEMENT \ I I THE OWNER) _1 J"R (TYP) 2C RESERVED SIGN NOTES: 1. SIGN SHALL BE TYPE R7-8 AS IDENTIFIED 1" IN THE TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 2C 2. SIGN COLORS SHALL BE AS FOLLOWS: 1» TEXT — GREEN LEGEND & BORDER — GREEN BACKGROUND — WHITE SYMBOL — WHITE ON BLUE BACKGROUND 6" SQ 4" 1.5C All 1.5C N :< CONCRETE } ° (_CLASS B) 18"o FIXED PIPE BOLLARD N.T.S. I ih g 8' HIGH SOLS SCREENING WALL (MATCH BRIC .& STUCCO OF ILDING) i.�=A0 4" O.D. (SCH 40)� 2 — 6'x8' GATES GALVANIZED J w/LOCKING PIN 1'-0" CORNER POST .. •. ' ! z (WHERE APPLICABLE) (TYP)o 1.00%(MIN) ( r SLOPE --- « 2.B 12'-0" CLEAR (MIN) = #4 BARS @ 9" O.C.E. W. SET LIGHT POLE I' I ANCHOR BOLTS TO 40" w/DOUBLE NUTS ON 1" ZW MINIMUM BELOW GRADE WITH NON—SHRINK GROUT ALINE'S. CIRCLE DIAMETER Lij &BOLI SIZE SHALL. BE 3 EXTRA SPIRAL DE SER NED BY POLE TURNS @ TOP � MAID CTURER FINISHED GRADE < ¢ o z Q W I N ® Nm Q o LL_w - N v o z �- W o Q TTO cn �- ..1..Ld PVC CONDUIT .ter Z LLI N ww X p - (SCH 40) Q (%) W rn J"40' LONG COPPER 8—#7 VERTICALao CLAD GROUND ROD, BOND BARS (CONTINUOUS) 4 = = TO POLE BASE USING #6SDB COPPER #3 SPIRAL @ - d 12" PITCH 3,000 PSI CONCRETE•\ 24 @ 28 DAYS RESERVED PARKING SIGN SIGN NO. R7-8 w/VAN SIGNAGE WHERE APPLICABLE PENALTY PARKING SIGN (AS SPECIFIED) 2j'0 GALVANIZED PIPE @ 2 LBS./FT. N.T.S. FINISH GRADE CLASS "B" CONCRETE FOOTING FOL N.T.S. 125 F ----I N.T.S. H PARKINGI SIGN NOTES: 1 ALL SIGN HARDWARE SHALL BE GA. VANIZED. 2. MOUNTING HEIGHT SHALL -BE A MINIMUM OF 60" ABOVE THE GR UND, ,FLOOR, OR PAVING SU FACE AS MEASURED TO THE LOWEST CHARACTER OF THE LOWEST SI �' 1, UN "�C,ov1Su��'[Ylp EY�a(YteeY'S 7607 EASTMARKK DR_, .STE. 252A <; POST OFFICE BOX 9253 COLLEGE STATION, TEXAS 77842 EMAIL: civil@rmengineer.com OFFICE - (979) 764-0704 FAX - (979) 764-0704 SURVEYOR KERR SURVEYING, LLC 505 CHURCH STREET COLLEGE STATION, TX 77841 OFF: (979) 268-3195 FAX: (979) 691-8904 MARKI DATE I DESCRIPTION 95% COMPLETE NOT FOR CONSTRUCTION REVIEW ONLY 10/12/09 CLIENT INFORMATION BRYAN LINKS, LLC 2020 OAKWOOD TRAIL COLLEGE STATION, TX 77845 OFF: (979) 218-1858 EMAIL: ghudson@sunbelt—graphics.com FILENAME: 0381CVlA SCALE:AS NOTED SUBMITTED DATE: OCTOBER 12, 2009 DRAWN BY: R.A.M. CHECKED BY: R.A.M. FIELD BOOK: 12 PAGES: 49-56 RME CONSULTING ENGINEERS CLIENT NO. PROJECT NO. 242 -- 0381 C2.1 SHEET 9 OF 11 0 V) J ZW �-- Lj m¢ :D X Lij � cn 0 (� < ¢ o z Q W I N ® Nm Q o LL_w = o z �- W o Q TTO cn �- ..1..Ld O w W Z LLI N ww X p - ® Q (%) W rn ci CLIENT INFORMATION BRYAN LINKS, LLC 2020 OAKWOOD TRAIL COLLEGE STATION, TX 77845 OFF: (979) 218-1858 EMAIL: ghudson@sunbelt—graphics.com FILENAME: 0381CVlA SCALE:AS NOTED SUBMITTED DATE: OCTOBER 12, 2009 DRAWN BY: R.A.M. CHECKED BY: R.A.M. FIELD BOOK: 12 PAGES: 49-56 RME CONSULTING ENGINEERS CLIENT NO. PROJECT NO. 242 -- 0381 C2.1 SHEET 9 OF 11 24" #3 DOWELS ® 12" O.C. ,##3 BARS 0 12" O.C.E.W. (.0 . . TYPICAL CONCRETE CURB & GUTTER CROSS SECTION CURB LAYDOWN 1 — 6"x9" #3 "U" BAR PER BLOCK `i— TYPICAL CONCRETE CURB & GUTTER KLAN- VIEW 8" TO 12"0 STONE (20LB MIN.) w/FILTER FABRIC CONCRETE DRAINAGE _FLUME N.T.S. EXPANSION JOINT PROPOSED CURB? EXISTING CURB _#4 DOWELS 0 18" O.C. a� ��l \ TIE TO CURB DETAIL N.T.S. #4 SMOOTH DOWEL, 18" LONG & SPACED ® 24" O.C. (COATED w/HEAVY GREASE) CONCRETE SIDEWALK, SEE DETAIL THIS SHEET---\ 3" LONG METAL OR PLASTIC CAP, INSIDE DIAMETER TO BE 1/16" GREATER THAN DIAMETER OF DOWEL. CAP MUST BE LONG ENOUGH TO COVER 2" OF DOWEL AND HAVE STOP SO END OF CAP IS 1" FROM END OF BAR BUILDING CONCRETE SIDEWALK, SEE DETAIL THIS SHEET TOOL JOINT 1"R AT ARTIFICIAL BACK OF CURB --- BUILDING FOUNDATION EXPANSION JOINT, SEE DETAIL THIS SHEET -PAVEMENT DRIVEWAY OR PARKING AREA A. \ /\ /\ /tel/.\ /\ •JJ _ - - < _ ; .. MONOLITHIC CURB #4 DOWEL 0 24" O.C. CONCRETE SIDEWALK, SEE DETAIL THIS SHEET EXPANSION JOINT w/TOOLED EDGE, SEE DETAIL THIS SHEET 7 ° : EXISTING CONCRETE CURB & GUTTER #4 DOWEL ® 24" O.C. EXISTING CURB ON—SITE CONCRETE SIDEWALK ADJACENT TO STRUCTURE N.T.S. 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. J" EXPANSION JOINT MATERIAL & SEALANT (MIN DEPTH OF �") r - EXPANSION JOINT 1" DEPTH (MIN) � 4 CONTRACTION JOINT TH VARIES — __— 2" CLR LIGHT BROOM FINISH BACKFILL #3 BARS @ 12" O.C.E.W. 2" CLR / // // /// �'�� . .e `-• C• - - � . c - baa 4 e s,b•• - .• °•�- .+-�.`e /\//\//\//\ j Z \\, Z z O G\�\\�\j�\j�\/�\\/�\\ \// < COMPACTED SUBGRADE N U CROSS-SECTION- ON—SITE TYPICAL CONCRETE SIDEWALK N.T.S. SEAL w/EXPANSION JOINT MATERIAL #4 SMOOTH DOWEL, 18" LONG "R & SPACED 0 12" O.C. (COATED w/HEAVY GREASE) d NON—EXTRUDING -FILLER 8" LIME STABILIZED SUBGRADE 3" LONG METAL OR PLASTIC CAP, (w/6% LIME BY WEIGHT) OR 18" INSIDE DIAMETER TO BE 1/16" GREATER OF SELECT FILL, EITHER OPTION 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 J"R REQUIRED IN CURBS. 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) OR 18" OF SELECT FILL, EITHER OPTION COMPACTED TO 95% STANDARD PROCTOR DENSITY (ASTM D698) CONTROL JOINTS SHALL BE PLACED AT 15' CENTER TO CENTER. CONTROL JOINT N.T.S. 1„ CURB NOTE: EXPANSION 6" JOINTS TO BE PLACED AT 60' INTERVALS AND AT ALL RADIUS POINTS, P.C.'s, P.T.'s. CONSTRUCTION JOINTS SHALL 3" -a: • BE PLA D AT 20' INTERVALS. LA d i � a " 3 AVEMENT ENFORCEMENT • = #4 BARS, 0 —SST JCRETE UR 8c C I" N.T.S. 12"' #4 D,WFL Q 12" O.C. META K IYWAY II T=6" — #4 BARS 0 18" O.C.EW. T=8'1' — #4 BARS © 9" O.C.E.W. '-6" LIM[. STAB SIZED SUBGRADE (w/6% LIME BY WEIGHT) COMPACTED TO 95% STAN ARD PROCTOR DENSITY (AS D698) CONSTRUCTION JOINTS SHA L BE PLACED AT DESIGNATED LOCATIONS AND MAY REPL JCE CONTROL JOINTS AS REQUIRED. N.T.S. ii Lo a y4 3/4" 3/4" T , as N.T.S. NOTE: NOTE: PLACE THICKE ED EDGE ., LONG .ALL EXTERIOR EDG-:S OF PAVEMENT THAT ARE NOT BOUNDAR'� BY A RA SED CURB. F- •ad d • r T.S. ftt� Eryineers 7607 EASTMARK DR., STE. 252A <77 POST OFFICE BOX 9253 COLLEGE STATION, TEXAS 77842 EMAIL: civil@nnengineer.com OFFICE - (979) 764-0704 FAX - (979) 764-0704 SURVEYOR KERR SURVEYING, LLC 505 CHURCH STREET COLLEGE STATION, TX 77841 OFF: (979) 268-3195 FAX: (979) 691-8904 7/G7:1 � _ � - • I • ► CLIENT INFORMATION BRYAN LINKS, LLC 2020 OAKWOOD TRAIL COLLEGE STATION, TX 77845 OFF: (979) 218-1858 EMAIL: ghudson@sunbelt—graphics.c lm FILENAME: 0381CVlA I SCALE:AS NOTED SUBMITTED DATE: OCTOBER 12, 2009 DRAWN BY: R.A.M. CHECKED BY: R.A.M. FIELD BOOK: 12 PAGES: 49-56 RME CONSULTING ENGINEERS'! I CLIENT NO. PROJECT N 242 — 0381 SHEET 10 OF 11 z 0 HZ W >` W V,j Ld m< m V) uj F_ I— W V) z 00 Q Ix U Q z W < W n I V) 0 0 N Q U -of _ o 1_ ® W -Z _' o W Q cc,,�� oU _ W o Lu W J J } _ Q W Q CLIENT INFORMATION BRYAN LINKS, LLC 2020 OAKWOOD TRAIL COLLEGE STATION, TX 77845 OFF: (979) 218-1858 EMAIL: ghudson@sunbelt—graphics.c lm FILENAME: 0381CVlA I SCALE:AS NOTED SUBMITTED DATE: OCTOBER 12, 2009 DRAWN BY: R.A.M. CHECKED BY: R.A.M. FIELD BOOK: 12 PAGES: 49-56 RME CONSULTING ENGINEERS'! I CLIENT NO. PROJECT N 242 — 0381 SHEET 10 OF 11 TRENCH SHORING -- MINIMUM REQUIREMENTS O La IL�� 0 o� (n LC? Ld U ..., W N W �¢Lli ,... O - UW w<.- PECI L NOTES: z o. z 0 I CL .0 re) J to 04Q FW- H O U" (L04 r �\ J .. O� Ld U .- SILTS, LOAMS, OR CLAYS, TEST IN ACCORDANCE WITH THE SPECIFICATIONS. SIZE & SPACING OF MEMBERS SOILS REQUIRE 3. THIS MINIMUM DISTANCE MAYBE REDUCED TO 6" IF THE SANITARY LINE IS DEPTH KIND OR CONDITION UPRIGHTS STRINGERS CROSS BRACES, WIDTH OF TR NCH REQUIRES MAXIMUM SPACING OF TRENCH (ft) OF EARTH APPROXIMATE ANGLE 6'17 REPOSE EXISTING OR MINIMUM MAXIMUM MINIMUM MAXIMUM UP TO 3 3 TO 6 6 TO 9 9 TO 12 12 TO 15 BE ANY CONFLICT BETWEEN THIS DRAWING AND C.F.R. 1926.650, THE O.S.H.A. ST NDARD SkALL DIMENSION SPACING DIMENSION SPACING FEET FEET FEET FE R PLANKS FEET THICK, STEEL SHEET PILING, OR SIMILAR CONSTF VERTICAL (ft) HORIZONTAL {ft) PLACED IN POSITION PROVIDE A TIGHT WALL TO RESIST THE (in) {ft) (in) (ft) (in) (in) (in) (ire ; (in) 4. WALLS ARE TO BE INSTALLED WITH THE GRE TER DIME 3 x 4 0 ... p W LINE 5. IF THE VERTICAL DISTANCE FROM THE CENTUR OF THE LOWEST CROSS BRACE TO WATER N THE BOTTOM OF THE TRENCH EXCEEDS TWO AN ONE–HA1LF FEET, UPRIGHTS SHALL 5 TO 10 HARD, COMPACT OR 6 ENTER OF THE LOWEST CROSS BRACE 2 x 6 4 x 4 4 x 6 6 x 5 6 8 4 6 2 x 6 ui ENCASEMENT PIPE (IF APPLICABLE), 6. TRENCH JACKS MAY BE USED IN LIEU OF 0 IN COMBINATION WITH TIMBER CROSS PER B/CS SPEC. 110 & CASING DETAIL BRACES. z z W4-03 i I THE: INSTALLATION AND WORK. IS TO START DOWNWARD. GROUT OR 3 x 4 N w MANUFACTURES SEAL +N 8. SPOIL MUST BE STORED TWO FEET OR MORE FROMJHE EDGE OF THE EXCAVATION, AND BE RETAINED IN AN EFFECTIVE MANNER. J LtJ � o-_9. WHEN HEAVY LOADS MUST BE LOCATED NEAR L �� AN EXC VATION, THE WALLS MUST \/0 //\ PVC WATER LINE BE BRACED, SHEET PILED OR SHORED. TO SAFEL LIKELY TO CRACK2 OR 3 4 x 6 4 2 x 6' 4 x 4 4 x 6' 6 x CAVATION 6 8 4 6 (CLASS 350) ALLOWED TO ACCUMULATE IN A TRENCH OR EX VATION. 6 WATER LINE -SANITARY 11. AN ADEQUATE MEANS OF EXIT, SUCH AS A LADDER OR STEPS MUST BE SEWER CROSSING(S) PROVIDED AN LOCATED SO AS TO REQUIRE NO ORE THAN 25 FEET OF LATERAL J TRAVEL. N.T.S. SOFT, SANDY, OR FILLED2 3 x 4 OR CLOSE SHEETING 4 x 6 4 4 x 4 4 x6 6 x 6 6 x 8 8 4 6 6 HYDROSTATIC PRESSURE 3 x 4 OR CLOSE. SHEETING 6 x 8 4 4 x 4 4 x 6 6 x 6 6 x 8 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 6x 3�8i2 x8 4 6 x 6 I� 3 x 4 LIKELY TO CRACK OR 2 4 x 6 4 4 x 4 4 x 6 6 x 6 6 x 3 8 6 2 x 6 SOFT, SANDY, OR FILLED 3 x 4 OR CLOSE SHEETING 4 x 6 4 4 x 6 6 x 6 6 x 8 8 x 8 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 8Flo 4 6 15 TO 20 ALL KINDS OR CONDITIONS 3 x 6 CLOSE SHEETING 4 x 12 4 4 x 12 6 x 8 8 x 8 8 x: 0 �10 x 10 4 6 OVER 20 ALL KINDS OR CONDITIONS 3 x 6 CLOSE. SHEETING 6 x 8 4 4 x 12 8 x 8 8 x TO i 10 x -0 10 I 12 4 6 I mr-NL;ri JAL;KZ) MAT tat UJtu IN LItU Ur, UK IN CUMBINA I IUN WI IN, CROSS BRACES_ SHORING IS NOT REQUIRED IN SOLID ROCK, HARD SHALE, OR HARD SLAG. WHERE POSSIBLE, STEEL SHEET PILING -� AND BRACING OF EQUAL STRENGTH MAY BE SUBSTITUTED FOR WOOD. > < a- _j 00 (nD�N _..I � C M Z (o p C.9 U- < Q -C .. z MN U) �� WATER f 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 O La IL�� 0 o� (n LC? Ld U ..., W N W �¢Lli ,... O - UW w<.- PECI L NOTES: z o. z 0 I CL .0 re) J to 04Q FW- H O U" (L04 r �\ J .. O� Ld U .- SILTS, LOAMS, OR CLAYS, TEST IN ACCORDANCE WITH THE SPECIFICATIONS. ON–HOMhGENEOUS SOILS REQUIRE 3. THIS MINIMUM DISTANCE MAYBE REDUCED TO 6" IF THE SANITARY LINE IS SHORING AND BRACING. REPLACED WITH A 18' JOINT OF SDR -26 CLASS 160 PIPE AND CENTERED ON THE 2. THE PRESENCE OF GROUND WATER WATER LINE. BACKFILL NEW --SANITARY SEWER LINE w/CEMENT STABILIZED SAND REQUIRES 1SPECIAL TREATMENT. BEDDING A MINIMUM: OF 20' CENTERED ON THE. WATER LINE. F– APPROXIMATE ANGLE 6'17 REPOSE EXISTING OR (f PROPOSED GRADE FOR SLOP I -N G OF —SI DES OF' EXCAVATIONS o TRENCH SAFETY NOTES: X\j>\jX�, w Q \���\,/�\j�\,/�\,/�\,/�\,/��`/��/� >/<\���j/���/�\\���\;��\���\���`/' 1. O.S.H.A. STANDARD 29 C.F.R. 1926.650 SH ,' �/� L BE USED FOR THE DESIGN OF o z TRENCH SAFETY REQUIREMENTS. SHOULD THERE. BE ANY CONFLICT BETWEEN THIS DRAWING AND C.F.R. 1926.650, THE O.S.H.A. ST NDARD SkALL PREVAIL. 0 " 18'-0" (MIN) CENTER JOINT OF PIPE O to d OVER SANITARY SEWER 2. WHEN CONDITIONS ARE SATURATED OR SUB ERGED, USE THIGH SHEETING. THIGH SHEETING REFERS TO THE USE OF SPECIAL TIME R PLANKS AT LEAST THREE INCHES THICK, STEEL SHEET PILING, OR SIMILAR CONSTF JCTION, THAT WHEN DRIVEN OR PLACED IN POSITION PROVIDE A TIGHT WALL TO RESIST THE LATERAL -PRESSURE OF WATER. CLOSE SHEETING REFERS TO THE PLAC: MENT OF PLANKS SIDE–BY–SIDE ALLOWING AS LITTLE SPACE AS POSSIBLE BETWEEN THEM. ,-. %/i / / /i /i /i 3. ALL SPACING INDICATED IS UENTE R TO CENTER. 4. WALLS ARE TO BE INSTALLED WITH THE GRE TER DIME SION HORIZONTAL. 0 ... p W LINE 5. IF THE VERTICAL DISTANCE FROM THE CENTUR OF THE LOWEST CROSS BRACE TO WATER N THE BOTTOM OF THE TRENCH EXCEEDS TWO AN ONE–HA1LF FEET, UPRIGHTS SHALL n BE FIRMLY EMBEDDED OR A MUD SILL SHALL BE USED. ERE UPRIGHTS ARE EMBEDDED, THE VERTICAL DISTANCE FROM THE i ENTER OF THE LOWEST CROSS BRACE EXISTING OR PROPOSED SANITARY TO THE BOTTOM OF THE TRENCH SHALL NOT EX ® EED 36 INCHES. WHEN MUD SILLS SEWER LINE (SEE NOTE #1) ARE USED, THE VERTICAL DISTANCE SHALL NOT EXCEE4 42 INCHES. NOTE: MUD SILLS ARE VALES THAT ARE INSTALLED AT THE OE Or THE TRENCH SIDE.) ui ENCASEMENT PIPE (IF APPLICABLE), 6. TRENCH JACKS MAY BE USED IN LIEU OF 0 IN COMBINATION WITH TIMBER CROSS PER B/CS SPEC. 110 & CASING DETAIL BRACES. z z W4-03 N �`' SEAL 7. IF SHORING IS THE CHOSEN SUPPORT SYST END w/CEMENT FROM, THE TOP OF THE TRENCH OR. EXCAVATION I THE: INSTALLATION AND WORK. IS TO START DOWNWARD. GROUT OR N w MANUFACTURES SEAL +N 8. SPOIL MUST BE STORED TWO FEET OR MORE FROMJHE EDGE OF THE EXCAVATION, AND BE RETAINED IN AN EFFECTIVE MANNER. J LtJ � o-_9. WHEN HEAVY LOADS MUST BE LOCATED NEAR L �� AN EXC VATION, THE WALLS MUST \/0 //\ PVC WATER LINE BE BRACED, SHEET PILED OR SHORED. TO SAFEL SUPPORT THE EXTRA WEIGHT. 10. DIVERSION DIKES .AND DITCHES OR OTHER 'SUITABLE MEANS MUST BE USED TO 18'-0" (MIN) CENTERED ON SANITARY SEWER PREVENT SURFACE WATER FROM ENTERING AN E; CAVATION AND TO PROVIDE DIP WATER LINE ADEQUATE DRAINAGE OF THE AREA ADJACENT 'T; THE EXCAVATION. WATER IS NOT (CLASS 350) ALLOWED TO ACCUMULATE IN A TRENCH OR EX VATION. WATER LINE -SANITARY 11. AN ADEQUATE MEANS OF EXIT, SUCH AS A LADDER OR STEPS MUST BE SEWER CROSSING(S) PROVIDED AN LOCATED SO AS TO REQUIRE NO ORE THAN 25 FEET OF LATERAL J TRAVEL. N.T.S. 7607 EASTMARK DR., STE. 252A <7 POST OFFICE BOX 9253 COLLEGE STATION, TEXAS 77842 EMAIL: civil@nnengineer.com OFFICE - (979) 764-0704 FAX - (979) 764-0704 SURVEYOR KERR SURVEYING, LLC 505 CHURCH STREET COLLEGE STATION, TX 77841 OFF: (979) 268-3195 FAX: (979) 691-8904 DATE I DESCRIPTION 10N2109 CLIENT INFORMATION BRYAN LINKS, LLC 2020 OAKWOOD TRAIL COLLEGE STATION., TX 77845 OFF: (979) 218-1858 EMAIL: ghudson@sunbelt–graphics.coi FILENAME: 0381 CV1 A I SCALE:AS NOTED SUBMITTED DATE: OCTOBER 12, 2009 DRAWN BY: R.A.M. CHECKED BY: R.A.M. FIELD BOOK: 12 PAGES: 49-56 RME CONSULTING ENGINEERS CLIENT NO. PROJECT NO. 242 - 0381 20 SHEET 11 OF 11 z 0 U) W > _I �.IJ U) Q Ld W F– 0 w (f W o w Q W w = CA N: I– Z Q3r.W W o o O to F_ W = uj 0. U z LdLd (n � N W C 0 CLIENT INFORMATION BRYAN LINKS, LLC 2020 OAKWOOD TRAIL COLLEGE STATION., TX 77845 OFF: (979) 218-1858 EMAIL: ghudson@sunbelt–graphics.coi FILENAME: 0381 CV1 A I SCALE:AS NOTED SUBMITTED DATE: OCTOBER 12, 2009 DRAWN BY: R.A.M. CHECKED BY: R.A.M. FIELD BOOK: 12 PAGES: 49-56 RME CONSULTING ENGINEERS CLIENT NO. PROJECT NO. 242 - 0381 20 SHEET 11 OF 11 s "'r CONTRACTOR(S) ONLY. CIVIL SITE NOTES: GRAPH THIS SITEAS i DEPICTED NOT LIE FEMA FIRM COMMUNITY INO. 48041, PANEL NOE 100 -YEAR . 0142 C, WITH AN EFFECTIVE DATE OF JULY 2, 1992 AND PLAT NOTES (VOLUME 7310, C I p o': PRIORAIN 10. THEOCOANDA DTUOR SHALL BE REQUIRED TO RING, DEMOLITION/CONSTRUCTION. ION.DE SOLIDNMENT WASTEFOR ROLL -OFF BOXES/METAL DUMPSTERS SHALL BE SUPPLIED BY CITY OR CITY PERMITTED EISENHOWER APARTMENT DEVELOPMENT: 702 EISENHOWER STREETASTE COLLEGE STATION, TEXAS WV+ TYPICAL AMBULATORY -RAMP FOR 6 SIDEWALK- - SEE B/CS DETAIL SW3-00 MH O I TYPICAL AMBULATORY PAGE 107). CONTRACTOR(S) ONLY. N.T.S. 2. DESIGNATED HANDICAP PARKING SPACES, WALKS & RAMPS SHALL MEET 11. THE CONTRACTOR SHALL CONTACT MR. WALLY URRUTA, CoCS PUBLIC WORKS - 1 ALL TAS & ANSI STANDARDS. SANITATION (979-764-384=1), FOR FIELD VERIFICATION PRIOR TO FORMING OR DETAIL ST2-03 FIRE LANE PLACEMENT OF CONCRETE FOR ALL DUMPSTER PADS. 158 8 3. ALL ROOF & GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE (n q. ('7FS fJt r SCREENED FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY 12. THE INTENDED USE FOR THIS DEVELOPMENT IS FOR MULTI -FAMILY RESIDENTIAL. < PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 150 FEET OF THE N z SUBJECT LOT, MEASURED FROM A POINT FIVE FEET ABOVE THE GRADE. THIS 13. NO WASTEWATER WILL BE GENERATED FROM THIS SITE BY CLEANING/WASHING �- SCREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE AND OF EQUIPMENT OR VEHICLES. SANITARY SEWER GENERATED FROM THIS SITE WILL a a o SCALE TO MAINTAIN A UNIFIED APPEARANCE. BE NORMAL DOMESTIC WASTEWATER AND COMMERCIAL WASTEWATER BY DEFINITION. 30 4. SHOULD UTILITIES NEED TO BE ACCESSED WITHIN THE EASEMENT, WHERE 14. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION TYPICAL AMBULATORY THE DUMPSTER ENCLOSURE ENCROACHES, IT WILL BE THE RESPONSIBILITY OF 7.10 OF THE UNIFIED DEVELOPMENT ORDINANCE. THE LIGHT SOURCE SHALL NOT I THE PROPERTY OWNER TO REPLACE OR REPAIR ANY STRUCTURES THAT ARE PROJECT BELOW AN OPAQUE HOUSING AND NO FIXTURE SHALL DIRECTLY PROJECT SW3-04 REMOVED OR DAMAGED. LIGHT HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT THE CES9'x18' 2 H/,'=151.00' )_ _ ___11.00 0 PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE. A 5. WHEN BUILDING SETBACKS AND EASEMENT LINES OVERLAP ONLY THE 15. NO COMBUSTIBLES WILL BE ALLOWED ON SITE UNTIL ALL-WEATHER ROADS AND EASEMENT LINE IS SHOWN. FIRE HYDRANTS HAVE BEEN ACCEPTED BY THE CITY. Q� of - p 6. 100% COVERAGE, OF GROUND COVER, DECORATIVE PAVING, DECORATIVE 16. THE BUILDING SHALL BE EQUIPPED WITH A "KNOX BOX" SECURITY KEY SYSTEM QROCK, OR A PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWELLS AND THE ITS ELECTRICAL SHUTOFF SHALL BE BY MEANS OFA "KNOX SWITCH" OR AND DRAINAGE AREAS, THE PARKING LOT SET BACK, RIGHT-OF-WAY, AND i SMITH SUBDIVISION w � A MANUAL DISCONNECT. ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. PART OF LOT 26 a, o 1 ---`� I ( j 17. THE DENSITY OF THIS PROPOSED PROJECT IS 8.7 DWELLING UNITS PER ACRE. o Igo 1Ii. 7. THE IMPROVEMENTS SHOWN SHALL CONSTITUTE APPROXIMATELY 60% 1 6' IDE ALK IMPERVIOUS COVER ON THE SUBJECT PROPERTY. 18. BUILDING No. 2 WILL BE CONSTRUCTED WITH PHASE 2. 8. AN ON -DETENTION FACILITY WILL BE PROVIDED FOR WITH THE PROPOSED 19. NEITHER BUILDING No. 1 OR No. 2 WILL CONTAIN AND AUTOMATIC FIRE DEVELOPMENT. SPRINKLER SYSTEM. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTAINMENT AND 20. PER TABLE 8105.1 AND C105.1 OF THE FIRE CODE A FIRE FLOW OF 2,000 PROPER DISPOSAL OF ALL LIQUID AND SOLID WASTE ASSOCIATED WITH THIS GPM, FROM TWO FIRE HYDRANTS, WILL BE REQUIRED FOR A BUILDING WITH A GROSS 2154VI C' N) TY MAP PROJECT. THE CONTRACTOR SHALL USE ALL MEANS NECESSARY TO PREVENT AREA OF 9,536 SQ.FT. AND A CONSTRUCTION TYPE CLASSIFICATION OF 11113. THE OCCURRENCE OF WIND BLOWN LITTER FROM THE PROJECT SITE. WV+ TYPICAL AMBULATORY -RAMP FOR 6 SIDEWALK- - SEE B/CS DETAIL SW3-00 MH O I TYPICAL AMBULATORY RAMP FOR 6' SIDEWALK - SEE B/CS DETAIL � Y SW3-04 COMMERCIAL 1 DRIVEWAY, SEE B/CS DEFITH DETAIL ST2-03 FIRE LANE m FIRE LANE FIRE LANE (n q. ('7FS fJt r At BEFORE YOU DIG i O < � N z Z LL �- I CO a a o � < � m N 2 Z TYPICAL AMBULATORY r! n RAMP FOR 6' SIDEWALK I - SEE B/CS DETAIL Vit SW3-04 �► t 29' 1567 EI - 11 EISENHOWER STREET S49'29'56"E-195.23' 00 00 PHASE TWO 04 F - w ww LN MI~\ \ M Et Y z 0\ w N4753'06"W-197,04' J i I OVERALL SITE MAP SCALE: 1"=100' EISENHOWER STREET (-50' WIDE RIGHT-OF-WAY) (-31' CURB & GUTTER w/HMAC PAVEMENT) H 0 4- WM's FIRE HYDRANT © Co SEE SHEET C1.3 ®CO 25' BUILDING SETBACK ® CO ® CO LINE (SEE_ . DEMOLITION__ NOTES) PROPOSED ELECTRICAL PP TRANSFORMER PAD SEE SHEET C1.3= - PP CO® 4 -EMs � t��ax 1 r E CURB NOTE: EXPANSION JOINTS TO BE PLACED AT 60'' INTERVALS AND AT ALL RADIUS POINTS, P.C.'s, P.T.'s. Gonse����n Knee ^s CONSTRUCTION JOINTS SHALL BE PLACED AT 20 9 "9 INTERVALS. 7607 EASTMARK DR., STE. 252A <778 0> „ R POST OFFICE BOX 9253 6ff I PLAN COLLEGE STATION, TEXAS 77842 NORTH EMAIL: civil@rmengineer.com 0 20 40 OFFICE - (979) 764-0704 3f, .:.°: FAX - (979) 764-0704 SCALE: 1" = 20' "�' ° 4 SURVEYOR Fe A ' +. ° _ PLAN NOTES: KERR SURVEYING, LLC r" a , :° _4 505 CHURCH STREET °¢ COLLEGE STATION, TX 77841 1. REFER TO SHEET C0.1 OFF (979) 268-3195 FOR SITE, PARKING, AND FAX: (979) 691-8904 MISC. CONSTRUCTION NOTES. " 3 PAVEMENT REINFORCEMENT 2. REFER TO SHEET C2.1 • _ #4 BARS FOR SITE & PARKING TYPE IA - MONOLITHIC DETAILS. (, SYMBOL & LINE LEGEND- CONCRETE EGENDCONCRETE CURB & GU TIER s?s POWER POLE N.T.S. LIGHT POLE GUY WIRE ANCHOR eW GAS PIPELINE RISER 1wv WATER VALVE w+ WATER METER I ® acv DOUBLE CHECK VALVE MARK DATE DESCRIPTION I Ev ELECTRIC VALVE By BALL VALVE SUBSTANTIALLY ®EM ELECTRICAL TRANSFORMER - - - - - - E�cM GAS METER COMPLETE OMH MANHOLE ti ®c.o. CLEANOUT ISSUED OR _ I FIRE HYDRANT _-- ®n' TELEPHONE PEDESTAL CONSTRUCTION DAI AREA INLET � ���� J�� of B JUNCTION BOX ® t oil CURB INLET CONSTRUCTION DRAWINGS -I - BUILDING SETBACK LINE ISSUED PRIOR TO THIS -- ---- PROPERTY LINE ___ DATE ARE REPLACED BY EASEMENT LINE THIS SET & SHOULD NO P.UFE. PUBLIC UTILITY EASEMENT BE USED FOR r PROPOSED PAVEMENT CONSTRUCTION. PROPOSED STRUCTURE .T ��P�E OFT `11 10+ �r . •il[ 88583 tP, i 1 -BAY FRONT LOADING DUMPSTER �it ••c _ s •'`. (AD w/8' HIGH MATCH FACADESFEENING AL ( OBUILDI G) & 2-6' PANEL STEEL GATES - SEE CIVIL SITE NOTE #11 '�ffl:»,t'' }'. n fr ',.'�. r Y u';:. -ib S'. k. jc �' s -. 'z,*"F'.'. - S$.., f ff r :1-1---1 •_ur W �u . _-= .-� ..:•. �t T PROVIDE 12 -0 MINIMUM CLEARANCE (BOTH DIRECTION) IN 6 SIDEWALK h 1 I _ THE INTERIOR OF THE DUMPSTER 211 V4,PAD - SEE DETAIL SHEET C2.1 SQ.FT. 16 SPACE (9'x1 ')=14 .QO' 13.00' 20. 0 pROPQSED H/C PARKING' l a 344 ROW w/SIGNS, WALKS, 10' P.U.E. SQ.FT. 3217 __-, -- _ O CURB STOPS, ETC... VOL PG O I NOW OR FORMERLY FIRE LANE. -_-FIRE LANE FIRE LANE�s �COLLEGE STATION CHINESE CHURCH, INC. 0.486 ACRE TRACT o - o TYPICAL FIRE ( r (VOLUMEZONED: R 6GE 23) 30.88' THROAT cf) � Y LANE STRIPING EM 1 0 m �' DEFITH FIRE LANE m FIRE LANE FIRE LANE (n q. ('7FS fJt r At BEFORE YOU DIG I �- ~ ® N cf I 1"" O m -U V)�\ -)I - FH' = 3 N i x fw CO fllLJ.I O I-- € sr' RNINGH ?R TO' CONSTRUCTION TO EXISTING O PP P7, n -: '1 4..: r! n O I � w �m Vit z �► t 14 SP CES9'x18' 2 H/,'=151.00' )_ _ ___11.00 0 P I A - - J � 1 -- of - w m PROPERTY INFORMATION 1 29' 1567 EI - 11 EISENHOWER STREET S49'29'56"E-195.23' 00 00 PHASE TWO 04 F - w ww LN MI~\ \ M Et Y z 0\ w N4753'06"W-197,04' J i I OVERALL SITE MAP SCALE: 1"=100' EISENHOWER STREET (-50' WIDE RIGHT-OF-WAY) (-31' CURB & GUTTER w/HMAC PAVEMENT) H 0 4- WM's FIRE HYDRANT © Co SEE SHEET C1.3 ®CO 25' BUILDING SETBACK ® CO ® CO LINE (SEE_ . DEMOLITION__ NOTES) PROPOSED ELECTRICAL PP TRANSFORMER PAD SEE SHEET C1.3= - PP CO® 4 -EMs � t��ax 1 r E CURB NOTE: EXPANSION JOINTS TO BE PLACED AT 60'' INTERVALS AND AT ALL RADIUS POINTS, P.C.'s, P.T.'s. Gonse����n Knee ^s CONSTRUCTION JOINTS SHALL BE PLACED AT 20 9 "9 INTERVALS. 7607 EASTMARK DR., STE. 252A <778 0> „ R POST OFFICE BOX 9253 6ff I PLAN COLLEGE STATION, TEXAS 77842 NORTH EMAIL: civil@rmengineer.com 0 20 40 OFFICE - (979) 764-0704 3f, .:.°: FAX - (979) 764-0704 SCALE: 1" = 20' "�' ° 4 SURVEYOR Fe A ' +. ° _ PLAN NOTES: KERR SURVEYING, LLC r" a , :° _4 505 CHURCH STREET °¢ COLLEGE STATION, TX 77841 1. REFER TO SHEET C0.1 OFF (979) 268-3195 FOR SITE, PARKING, AND FAX: (979) 691-8904 MISC. CONSTRUCTION NOTES. " 3 PAVEMENT REINFORCEMENT 2. REFER TO SHEET C2.1 • _ #4 BARS FOR SITE & PARKING TYPE IA - MONOLITHIC DETAILS. (, SYMBOL & LINE LEGEND- CONCRETE EGENDCONCRETE CURB & GU TIER s?s POWER POLE N.T.S. LIGHT POLE GUY WIRE ANCHOR eW GAS PIPELINE RISER 1wv WATER VALVE w+ WATER METER I ® acv DOUBLE CHECK VALVE MARK DATE DESCRIPTION I Ev ELECTRIC VALVE By BALL VALVE SUBSTANTIALLY ®EM ELECTRICAL TRANSFORMER - - - - - - E�cM GAS METER COMPLETE OMH MANHOLE ti ®c.o. CLEANOUT ISSUED OR _ I FIRE HYDRANT _-- ®n' TELEPHONE PEDESTAL CONSTRUCTION DAI AREA INLET � ���� J�� of B JUNCTION BOX ® t oil CURB INLET CONSTRUCTION DRAWINGS -I - BUILDING SETBACK LINE ISSUED PRIOR TO THIS -- ---- PROPERTY LINE ___ DATE ARE REPLACED BY EASEMENT LINE THIS SET & SHOULD NO P.UFE. PUBLIC UTILITY EASEMENT BE USED FOR r PROPOSED PAVEMENT CONSTRUCTION. PROPOSED STRUCTURE .T ��P�E OFT `11 10+ �r . •il[ 88583 tP, i 1 -BAY FRONT LOADING DUMPSTER �it ••c _ s •'`. (AD w/8' HIGH MATCH FACADESFEENING AL ( OBUILDI G) & 2-6' PANEL STEEL GATES - SEE CIVIL SITE NOTE #11 '�ffl:»,t'' }'. n fr ',.'�. r Y u';:. -ib S'. k. jc �' s -. 'z,*"F'.'. - S$.., f ff r :1-1---1 •_ur W �u . _-= .-� ..:•. �t T PROVIDE 12 -0 MINIMUM CLEARANCE (BOTH DIRECTION) IN 6 SIDEWALK h 1 I _ THE INTERIOR OF THE DUMPSTER 211 V4,PAD - SEE DETAIL SHEET C2.1 SQ.FT. 16 SPACE (9'x1 ')=14 .QO' 13.00' 20. 0 pROPQSED H/C PARKING' l a 344 ROW w/SIGNS, WALKS, 10' P.U.E. SQ.FT. 3217 __-, -- _ O CURB STOPS, ETC... VOL PG O I NOW OR FORMERLY FIRE LANE. -_-FIRE LANE FIRE LANE�s �COLLEGE STATION CHINESE CHURCH, INC. 0.486 ACRE TRACT o - o TYPICAL FIRE ( r (VOLUMEZONED: R 6GE 23) 30.88' THROAT cf) I LANE STRIPING EM 1 0 m �' DEFITH FIRE LANE DCV FIRE LANE FIRE LANE (n q. ('7FS fJt r At BEFORE YOU DIG I �- ~ ® N cf I 1"" O m -U V)�\ -)I - FH' = 3 i x fw CO fllLJ.I O I-- € sr' RNINGH ?R TO' CONSTRUCTION TO EXISTING O PP P7, n -: '1 4..: r! n O I � w �m 0 L lj l ry ; .. S sSd 11 1 I �► t 14 SP CES9'x18' 2 H/,'=151.00' )_ _ ___11.00 10 ' P I A 366 - - � 1 -- of - I=, SQ.FT. PROPERTY INFORMATION 186 i SMITH SUBDIVISION w � SQ.FT.- PART OF LOT 26 a, o 1 ---`� I ( j 16' SIDEWALK o Igo 1Ii. oa��olq 1 6' IDE ALK TYPICAL FIRE LANE SIGN 11 I cf) I MH ~ z EM 1 0 m �' w W DCV w W UJ Q (n q. ('7FS fJt r At BEFORE YOU DIG I �- ~ ® N cf I 1"" O m -U V)�\ -)I - FH' = 3 i x fw CO fllLJ.I O I-- € sr' RNINGH ?R TO' CONSTRUCTION TO EXISTING MH ® p D PP P7, n -: '1 4..: r! n t I � w �m 0 L lj l ry ; .. S sSd 11 1 I �► t -o- ' u1 P I 2 I � 1 r, s.. s -<.-i -"t-:- - €-: c s-�r•'- .xn._.,�; "'--si-:F,n 'a S-- M v �.�- '"`� t?e .L..�.s 3 aat z .�• i -, , .n-2.,. ,.. ', }'- ,, '� � s.�:'S t 4 �' ..,,r 2"�s. .�'.ti:.s{'�, .r. .. �-#`�;ia T PP - - �: � ,`Z. '..ism s � :_,,, � -"• c � r•�� • � > �.,y,;;�, , 'Y ?.k��. e::�' .w.:: ;�,ss �..;;, .a,��;r,r u-;, r,? �s ..�ra���s>t: ,.,: .•"?. w y..?r._ 5,.-_-u': :-+.k, _-_.,»„ s _ t, s."� 3 : a '*.>,^ =,:. 'f`...u_-rx..+ t.. -t a,.,;....v�.... 3%� i• -^.,«t' "` v�-,.,,L :WJ�}'I kiN "gig, AL �; PROPOSED ELECTRIC T11V0 :':STORY S TRANSFORMER PAD 4 :,U�1tELfNGUt�t1TS 4BEDROOtS PERD U. .. TM.w ar� I •• `� �..,r. _. .-:r.,-'+�; :..� $ � �;...� c ,«yam ,�':-r,- "-;y;,�- ax,:� r��.. ✓-s.'�.t�}t xi::`� z, :.. �-,-S } . s:t. `E'. .. , SEE SHEET C1.3 rir r 9; 536=SQ T G(SS��AREAz x - _ Q ..`. � DEC % 1 20094-E,},S S: z >- 'i- 2�'v"..... .-� � ,:..:.2 xa.... '�1 �=-, ;ix >,,. ..,�. �,° -t.. 'f' � '.e,..=, �i.,::... +s`�.'�.:x moi__.._.., .-. .. k _.�.�`i: �.U..4tc. _,.tea .xSxi. t�v� �.•.•€`1 �j'.'� _ W' - i .e .o r .-'., � ,:��..::F iC ,7'"?•.'.. �.f �,+a'.- � .. ,; :�' "3a.' .:.:. -t,:, .. c�.--�. - �.�. : y ^ter. .:s, s. r �- .s" 4t .. ..,:. v_� �t� m I DEVELOP ,, rs r . I �: ®CO CO 20' BUILDING SETBACK ® CO /l I" EXISTING PRIVACY PLAT �' -yT - - -�- - - -= -� - � WOOD FENCE .•°-,. I _ ® - - _ _ _ - - - - I DETENTION FACILITY T=-�--�------- ----�- L- CO I I -_ ---� -- --� J I ( 10' P.U.E. VOL __, PG N 47- 53' 06" W - 197.04' - _ _ - j EXISTING PRIVACY t ah NOW OR FORMERLY 707 CENTER, L.P. WOOD FENCE & " CONCRETE �, ' TEXAS I, 707 SUBDIVISION v 4�� �. RETAINING WALL I (VOLUME 2740, PAGE 227) NOW OR FORMERLY BRE/LQ TX PROPERTIES, L.P. 3.80 ACRE TRACT (VOLUME 7153, PAGE 209) ZONED: C-1 �. ® T VI a, > t" D I c LLL m 4J 1` } W (1)I-- - z i 1-_ <C I- m j\0I cf) ZONED: R-6 0_ EM 1 CL < w !ter•. w W q. ('7FS fJt r At BEFORE YOU DIG I �- ~ ® N cf TE 4S ONE CALL SYSTEM o ''' _ ~o 1-800-245-4545 (AT LEAST 72 110ERS PRIOR TO DIGGING) THE fllLJ.I - € sr' RNINGH ?R TO' CONSTRUCTION TO EXISTING LfI1 ti E P7, n -: '1 4..: r! n t p 0 L lj l ry ; .. S sSd 11 1 u1 �. ® T VI a, > t" D I c LLL m 4J 1` } W (1)I-- - z i 1-_ <C I- m j\0I cf) 1 CL < w TOP1 w W At BEFORE YOU DIG I �- ~ ® N cf TE 4S ONE CALL SYSTEM o ''' _ ~o 1-800-245-4545 (AT LEAST 72 110ERS PRIOR TO DIGGING) THE Z J - RNINGH ?R TO' CONSTRUCTION TO EXISTING CONTRACTOR IS TO LOCATE ANY AND ALL UTILITIES AND IS SOLELY RESPONSIBLE FOR ALL DAMAGES UTILITIES DUE TO ANY CONSTRUCTION ACTIVITY. � > ® V) t- C p Zw of PROPERTY INFORMATION U) C:)¢ c0 A. SMITH SUBDIVISION w � PART OF LOT 26 a, o (I,OL. 49, PG. 106 0.917 ACRES or 39,935 SQ.FT. ( ) ZD NED: R-6 N )W OR FORMERLY BR AN LINKS, LLC (VOL. 7402f PG. 133 ) CLIENT INFORMATION PARKIN REQUIREMENTS: BRYAN LINKS, LLC ORDIN CE: 2020 OAKWOOD TRAIL MUL! I -FAMILY 1 SPC/BEDROOM (4 BED D.U.) COLLEGE STATION, TX 77845 OFF: (979) 218-1858 REQUI 32 BROOMS 1 32 SPACES EMAIL: ghudson@sunbelt-graphics.ec TO REQUIRED = 32 SPACES FILENAME:0381SPlA I SCALE: 1"=20' PROVI D: SUBMITTED DATE: OCTOBER 12, 2009 REGULAR = 30 SPACES i DRAWN BY: R.A.M. H/C = 2 SPACES TO = 32 SPACES CHECKED BY: R.A.M. FIELD BOOK: 12 PAGES: 49-56 ISLAND' RE UIREMENTS: RME CONSULTING ENGINEERS THE SQUARE- AGE SHOWN AT INTERIOR END CLIENT N0. PROJECT NO ISLAND INCLUDES THE REQUIRED AREA FOR 242 0381 SINGLE R DOUBLE END ISLANDS. ONLY THE EXCESIS AREA !S I -LUSTRATED BELOW. I INTEF OR PARKING = 32 SPACES REQ; INT. ISLAND AREA= (32/15x180)=384 SQ.FT. PRO IDED INTERIOR ISLAND AREA = 1,077 SQ.FT. SHEET 40F 11 C., 1900 �. AI +C6 i LANDSCAPING REQUIREMENTS LANDSCAPING NOTES: LANDSCAPING NOTES cont'd: LANDSCAPING NOTES cont'd: 9. COVER AREAS TO BE PLANTED WITH 6" APPROVED ORGANIC MATTER, 2" PINE BARK MULCH, AND 13-13-13 18. TOPSOIL SHALL BE PROVIDED BY LANDSCAPE C NTRACTOR AND USED FOR BACKFILLING ALL PITS FOR SITE AREA METHOD: FRONTAGE TREES: 1. THE LANDSCAPE PLAN PRESENTED WAS PREPARED BY RME CONSULTING ENGINEERS (RME). RME IS NEITHER FERTILIZER AT THE RATE OF 5 LBS./100 SQFT. OF BED AREA, PLANTS. AVERAGE TOPSOIL MIXTURE SHALL CONSIST OF THREE (3) PARTS GOOD GARDEN SOIL, 1/2 PART PHASE ONE DEVELOPMENT AREA=0.651 acres PHASE ONE: A LICENSED LANDSCAPE ARCHITECT NOR IRRIGATOR. THIS FLAN WAS PREPARED FOR THE SOLE PURPOSE TO BED MIX, 1/2 PART MANURE OR BONE MEAL, AND 0 (1) POUND LIME PER CUBIC YARD. LIVE OAK STREET N LOCAL STREET @ 32' SPC: MEET THE CITY OF COLLEGE STATION (CoCS) UNIFIED DEVELOPMENT ORDINANCE AND OBTAIN DEVELOPMENT 10. ALL DISTURBED AREAS, NOT DESIGNATED TO BE BLOCK SODDED, SHALL BE SEEDED WITH EITHER BERMUDA 0.651 acres = 28,361 sgft. @ 30 puts./1000 sgft.: Govesu/�tr1yny�ns^s 53 L.F. FRONTAGE 32 = 1.6 TREES PERMITS. ANY CHANGES MADE TO THIS PLAN SHALL BE SUBMITTED TO THE CoCS DEVELOPMENT SERVICES (2 LBS/1,000 SQ.FT.) FROM MARCH 15 TO SEPTEMBER 15 OR BERMUDA/RYE GRASS MIX (2 LBS/5 LBS. PER 19. ALL PLANTS SHALL BE GUARANTEED TO B IN HEALTH CONDITION FOR ONE (1) YEAR AFTER (2$,361/1000 x 30) = 851 pats. REQUIRED = 2 TREES DEPARTMENT FOR REVIEW AND APPROVAL. 1,000 SQ.FT.) FROM SEPTEMBER 16 TO MARCH 14. ACCEPTANCE BY THE OWNER AND THE CITY OF COLL E STATION. u - PHASE TWO DEVELOPMENT AREA=0.266 acres PROVIDED = 6 TREES7607 EASTMARK DR., STE. 252A <77840> 0.266 acres = 11,587 sgft. @ 30 pats./1000 sgft.: (3 CANOPY TREES & 6NON-CANOPY) 2. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF QUANTITIES IN THE PLANT LIST. 11. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING TREES AND SHRUBS THAT WILL MEET 20, ALL PLANT MATERIAL SHALL BE MULCHED V 17 1 A MINIMU 2" LAYER OF HARDWOOD BARK MULCH POST OFFICE BOX 9253 ANY DISCREPANCIES BETWEEN QUANTITIES ON THE PLAN AND THE PLANT LIST SHALL BE BROUGHT TO THE BOTH MINIMUM SIZE AND SPACING FOR TREE AND ZONING ORDINANCE COMPLIANCE. FAILURE TO INSTALL PLANT (UNLESS OTHERWISE SPECIFIED). PROVIDE MINIMUM 13' DIAMETER MULCH RING AROUND EXISTING TREES TO COLLEGE STATION, TEXAS 77842 (11,587/1000 x 30) = 348 puts. PHASE TWO: ATTENTION OF THE INSPECTOR AND ANY FIELD ADJUSTMENTS OR QUANTITY ADJUSTMENTS MUST BE AUTHORIZED MATERIAL PER THIS PLAN WILL JEOPARDIZE ISSUANCE OF FINAL CERTIFICATE OF OCCUPANCY. PRIOR TO ISSUANCE REMAIN, TYPICAL. 800 Point Minimum will be used for Phase 2 EMAIL: civilr7annengineer.com LIVE OAK STREET N LOCAL STREET @ 32 SPC: PRIOR TO PLANTING. OF A CERTIFICATE OF OCCUPANCY ALL LANDSCAPING SHALL BE INSTALLED. 126 L.F. FRONTAGE/32 = 3.9 TREES 21. MINIMUM TREE SIZE AT PLANTING IS SPE CIIF ED ON THE PLAN (FOR SINGLE STEM TREES). ALL OFFICE - (979) 764-0704 ADDITIONAL STREETSCAPE: REQUIRED = 4 TREES 3. 1007. COVERAGE OF GROUND COVER, DECORATIVE PAVING, DECORATIVE ROCK (NOT LOOSE), OR A 12. ALL TREES, SHRUBS AND PLANTS SHALL CONFORM TO ACCEPTED STANDARDS ESTABLISHED BY THE MUTLI-STEM PLANTS MUST BE TREE FORM, MAXIMUM 3 TO 5 TRUNKS, AND BE THE MINIMUM SIZE SPECIFIED FAX - (979) 764-0704 PHASE ONE: PROVIDED = 4.5 TREES PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWELLS AND DRAINAGE AREAS, THE PARKING LOT AMERICAN ASSOCIATION OF NURSERYMAN. ON THE PLAN. LIVE OAK STREET (128 L.F. -VISIBILITY TRIANGLE) (1.5 CANOPY TREES & 6 NON -CANOPY) SET BACK, RIGHT-OF-WAY, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. SURVEYOR 13. ALL SAUCERS SHALL BE SOAKED WITH WATER AND MULCHED IMMEDIATELY FOLLOWING PLANTING. 22. ALL STRAPPING MUST BE CUT AWAY AND REMO ED FROM R OT BALL PRIOR TO BACKFILLING PLANTING 300 pnts./50 L.F. of frontage: KERB SURVEYING, LLC P / 9 4. ANY ADJACENT PROPERTY AND RIGHT-OF-WAY DISTURBED DURING CONSTRUCTION WILL BE RETURNED TO PIT, AND THE TOP 1/3 OF THE BURLAP MUST BE REII FROM HE ROOT BALL. 505 CHURCH STREET 300 x 53 50 = 318 pnts- ,�, ITS EXISTING CONDITIONS OR BETTER. 14. PRUNING: THIN BRANCHES AND FOLIAGE (NOT ALL END TIPS) BY 1/3, RETAINING NORMAL PLANT SHAPE; COLLEGE STATION, TX 77841 ( / ) p EISENHOWER STREET LOCAL STREET @ 32 SPC: NEVER CUT EVERGREEN LEADERS. 23. THE LANDSCAPE CONTRACTOR SHALL COM Y WITH AL' APPLICABLE CODES AND ORDINANCES 195 L.F. FRONTAGE/32 = 6.1 TREES PHASE TWO: 5. ALL CONSTRUCTION DEBRIS SHALL BE REMOVED FROM THE PROPOSED PARKING ISLANDS PRIOR TO REGARDING LANDSCAPING. OFF: (979) 268-3195 LIVE OAK STREET 73 L.F. REQUIRED = 7 TREES ( ) PROVIDED = 17.5 TREES PLACEMENT OF TOPSOIL AND PLANTING, INCLUDING CONCRETE, ASPHALT, LIMESTONE BASE MATERIAL, OR 15. THE TOP OF ALL ROOT BALLS SHALL BEAR THE SAME RELATIONSHIP TO FINISHED GRADE, AS BORN TO FAX: (979) 691-8904 300 pnts./50 L.F. of frontage: COMPACTED STABILIZED EARTH. PREVIOUS GRADE AND GROWING CONDITIONS. 24. IT IS THE RESPONSIBILITY OF THE LANDSCAP CONTRACTOR TO ESTABLISH A HEALTHY STAND OF p / 9 (8.5 CANOPY TREES & 18 NON -CANOPY) GRASS ON ALL SEEDED AREAS. (300 x 73/50) = 438 puts. 6. THE CROWN OF ALL PLANTS SHALL BE SLIGHTLY HIGHER, AFTER SETTLING, THAN ADJACENT SOIL. 16. ALL ROOT BALLS REMOVED FROM CONTAINERS SHALL BE SCARIFIED PRIOR TO BACKFILLING. EISENHOWER STREET (PHASE TWO SOLELYi CANOPY REQUIREMENTS - PHASE ONE: 25. IN THE EVENT THAT PLANTING BEDS AND MUL ARE REQUIRED, THE LANDSCAPE CONTRACTOR SHALL 300 pats./50 L.F. of frontage: 50% CANOPY TREES: {1,169 x 50%) = 585 pats, 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING OR ADDING TOP SOIL, AS NEEDED, FOR THE 17. THE LANDSCAPE CONTRACTOR SHALL VERIFY EXISTING UNDERGROUND UTILITIES PRIOR TO PLANT INSTALL BLACK FABRIC MESH UNDER THE MULCH TO REVENT WEED GROWTH. (300 x 195/50) = 1,f f pats. REQUIRED = 585 pnts. INCLUSION OF THE SOIL AMENDMENTS, AS NEEDED, IN THE PREPARED GROUND COVER BEDS. INSTALLATION AND SHALL BE RESPONSIBLE FOR ANY DAMAGES DUE TO LANDSCAPE OPERATIONS. 26. THE LANDSCAPE CONTRACTOR SHALL BE RESP SIBLE FOR HE WATERING AND THE MAINTENANCE OF PROVIDED 750 pats. 8_ ALL SINGLE TRUNK TREES ARE TO BE STAKED; HOSE ANL) GUY WIRES OVERLAPPED. ALL LANDSCAPED AREAS UNTIL THE LATER OF: (i)' THIRTY (30) DAYS FOLLOWING THE PLANTING OF THE PHASE ONE LANDSCAPE POINTS REQUIRED = 1,169 pnts. CANOPY REQUIREMENTS - PHASE TWO: GRASS AND SHRUBS, OR (ii) THE DATE THAT THE FA ILITY OPENS TO THE PUBLIC FOR BUSINESS. PHASE ONE LANDSCAPE POINTS PROVIDED = 1,290 pnts. 50% CANOPY TREES: (2,408 x 507.) = 1,204 pnts. PHASE TWO LANDSCAPE POINTS REQUIRED = 2,408 pnts. REQUIRED = 1,204 pu�RIGATION NOTES: SYMBOL &LINE LEGEND P PROVIDED = 1,500 pats. : � POWER POLE PHASE TWO LANDSCAPE POINTS PROVIDED = 2,520 pnts. 3 1. AN AUTOMATIC TYPE IRRIGATION SYSTEM SHALL BE INSTALLED FOR ALL NEW PLANT D AND 0 LIGHT POLE C� LANDSCAPED AREAS. THIS IRRIGATION SYSTEM MUST BE INSTALLED PRIOR TO ISSUAhICE OF --> GUY WIRE ANCHOR LANDSCAPESCHEDULE APPROXIMATE LOCATION OF CoCS-CERTIFICATION OF OCCUPANCY. ® GAS PIPELINE RISER EXISTING 6" WATER LINE 2. THE IRRIGATION SYSTEM MUST BE PROTECTED BY EITHER A PRESSURE VACUUM BREAKER, ER, A Mwv WATER VALVE MARK DATE DESCRIPTION NO. OF BOTANICAL COMMON REDUCED PRESSURE PRINCIPLE BACK FLOW DEVICE, OR A DOUBLE CHECK BACK FLOW DEVICE, ®wM WATER METER SYMBOL PLANTS SIZE NAME NAME TYPE NOTES POINTS ®acv AND INSTALLED PER CITY ORDINANCE 2394. ❑ DOUBLE CHECK VALVE NTIALLY 2.1" - 3.4" QUERCUS WATER CANOPY 40 GALLON 3. ALL BACK FLOW DEVICES MUST BE INSTALLED AND TESTED UPON INSTALLATION IS PER mEV ELECTRIC VALVE 15 CALIPER NIGRA OAK TREE 2,250 6"w 6"w 6"w s w j - - ` - ®BV BALL VALVE (150 PNTS.) PROPOSED PRIVATE DOMESTIC CITY ORDINANCE 2394. COMPLETE ®EM ELECTRICAL TRANSFORMER WATER SERVICES -SEE ISSUE FOR > 1.25" - -SHEET C1.3 _�;.. 4. ..INSTALLATION' PVC (SCH 40) SLEEVING SHALL BE COORDINATED WITH THE CONTRACIT� ' R AND � � I®GM GAS METER 0 IA CREPE 15 GALLON -- LAGERSTR EM NON CANOPY -- - - - - - -- - -- -- - - - ALL SLEEVING SHALL EXTEND A MINIMUM OF 24 PAST THE CURB OR ;SIDEWALK WHERE H CALIPER 1,440 M MANHOLE 36 SINGLE -CANE INDICA MYRTLE TREE (40 PLATS.) APPROXIMATE LOCATION OF APPLICABLE. CONSTRUGTIO ( ) EXISTING 8' SANITARY SEWER EISENHOWER STREET CLEANOUT ILEX , LINE 5. THE CONTRACTOR'S IRRIGATOR SHALL SUBMIT AN IRRIGATION PLAN TO THE OWN .R FOR i, FH FIRE HYDRANT �'��'�� 12 10 GALLON CORNUTA BURFORD 3 0. C. ) EXISTING OVERHEAD REVIEW AND APPROVAL, THE IRRIGATION PLAN SHALL DEMONSTRATE THAT THE IRR ATION ®TP TELEPHONE PEDESTAL SHRUB 120 APPROXIMATE LOCATION OF (-50 WIDE RIGHT-OF-WAY BURFORDI-NANA HOLLY (10 PNTS.) PROPOSED EXISTING 12" WATER LINE ELECTRIC LINES SYSTEM WILL SUFFICIENTLY SUPPLY ALL WATER NEEDS TO THE NEWLY PLANTED LAND APING _ - - FIRE HYDRANT s- -ss- - - _ss- - - _SS_ _ _ -ss- - - - PROPOSED PRIVATE SANITARY AI AREA INLET - - _ - MH AND GROUND COVER AND MEET ALL INITIAL WATERING NEEDS FOR VIABLE ESTABLISHMEI T AND �,B JUNCTION BOX CONSTRUCTION DRAWINGS MH SEE SHEET C1.3 p� SEWER SEE SHEET C1.3 S - - - -SS 4- GROWTH OF PLANTINGS. gg_vv°�" ISSUED PRIOR TO THIS _ - -Z - BUILDING SETBACK LINE DATE ARE REPLACED BY 3 6. THE CONTRACTOR SHALL COORDINATE ALL SLEEVING REQUIRED FOR PUBLIC AND RIVATE __�____ PROPERTY LINE 12"w 12"w 12"w 12"w 1�w 12"W-/w�IIIIIE�TIII((� ILII 1IIiI; t w Ii!1IIiiiI�III(I �IIII� IL)) �IjIII ;I(( I� IIi(i (I II (1(( VIII '1111(1 UTILITIES AND IRRIGATION AS DIRECTED BY THE DEVELOPER. ------- EASEMENT LINE THIS SET & SHOULD NO y2••w �12"W' ", 72» • s f1 r � 12"W , ' 1 ' BE USED FOR 1 1 S 4 29 1561 EI - 195.3 1 ; �6 IDEIVALK 11 / 7 C TH LAND CAPE L ONTRAC OR SHA L I SHALL BE SUFFICIENT TO PROPERLY I ENT Ti ME E P.U.E. PUBLIC UTILITY EASEMENT CONSTRUCTION 2! 1K w 12 w 2" I ET Lo =I'I I r SOLID SOD AREAS -ONE- _ - LANDSCAPING AND GRASS AREAS LOCATED IN THE FRONT YARD AND SIDE YARDS ADJAC NT TO 1., _, (TIF 419 BERMUDA) -ONE- - - - I -OHE- - -OHE '' - (. ' - , , ; - I , - �- I THE PARKING LOT. - - -OHE- - - -OHE- - - -OHE- - - E - -OHE- - - -DHE - ! 1 - HE I , _ _ - , I - -� �,. , � ' � , ; I _ � i � _ I -_ +� �+++++ COMMON BERMUDA (DI I =,.P I I i , - - J a ' -PP ++ �+�+�+ SEEDED AREAS I- I,PP ' -oHE- I A A A A A A A A TREE PLANTING NOTES: 1. STAKE ABOVE FIRST BRANCHES OR AS NECESSARY TO Pl-%F- 'T C-1 �nn�"�n OF RUBBER HOSES. 2. PLANT SO THAT TOF IS EVEN WITH THE FINISI 12 GAUGE GALVANIZE WIRE ENCASED IN 1' RUBBER H0', 6' METAL "T" POS' (MINIMUM OF PINE BARK MUU 2" THICK (MIP NEW TOPSC w/FERTILIZE 8" DEEP (MIN I i En En `° I I I i � I u) i co 3 I I� I I I I cn I APPROXIMATE LOCATION OF 3 I EXISTING 6" WATER LINE �) I 1 I W Lt I O ul �I r <I w APPROXIMATE LOCATION OF 3 v EXISTING 8" SANITARY SEWER tO LINE I I W TREE PLANTING N.T.S. d- i I > v = - 3 inEn .J a Ll -- C u I -is I MH 3 - I � i� -- w - wLol 31 ( - FH 3 MH PP I I r I ! -Q-. � I LP I V I 31 I m I I I I 3 I to CONSTRUCTION PHASE LINE PHASE ONE = 28,361 SQ.FT. PHASE TWO = 11,587 SQ.FT. 6' S i DEWALK 'Il 1 1 1 1 1 1 1 1 16' �IDEVIALK N 47' 53' 06" W -- 197.04' 4' EXISTING PRIVACY PROPOSED PRIVATE DOMESTIC WOOD FENCE & WATER SERVICES - SEE CONCRETE SHEET C1.3 RETAINING WALL NOW OR FORMERLY BRE/LQ TX PROPERTIES, L.P. 3.80 ACRE TRACT (VOLUME 7153, PAGE 209) ZONED: C-1 TRANSFORMER PAD SEE SHEET C1.3 r: \ 1 -BAY FRONT LOADING DUMPSTER PAD w/8' HIGH SCREENING WALL (MATCH FACADE' OF BUILDING) & 2-6' PANEL STEEL GATES - SEE I i 1 CIVIL SITE NOTE #11 I ' II ' PROPOSED PRIVATE SANITARY SEWER SEE SHEET C1.3 s TOh' 1 CALL BEFORE YOU DIG TEXAS ONE CALL SYSTEM 1-800-245-4545 I (AT LEAST 72 HOURS PRIOR TO DIGGING) WARNINGH : THE CONTRACTOR IS 10 LOCATE ANY AND ALL UTILITIES PRIOR TO CONSTRUCTION AND IS SOLELY RESPONSIBLE EOR ALL DAMAGES TO EXISTING UTILITIES DUE TO ANY CONSTRUCTION ACTIVITY. i I W I EXISTING PRIVACY NOW OR FORMERLY WOOD FENCE COLLEGE STATION CHINESE CHURCH, INC. I I 0.486 ACRE TRACT II (VOLUME 1108, PAGE 23) m I ZONED: R-6 CO LL � I I' I _ - I I 1 I o cn PROPOSED ELECTRICAL TRANSFORMER PAD SEE SHEET C1.3 EXISTING OVERHEAD ELECTRIC LINES 1/8"x4" STEEL EDGE, COLOR SPECIFIED BY OWNER (OPTIONAL, EXCEPT AT CURBS & SIDEWALKS) z i NOW OR FORMERLY 707 CENTER, L.P. TEXAS 707 SUBDIVISION r.,) (VOLUME 2740, PA ZONED: R-6 s PLAN NORTH 0 20 40 NEI SCALE: 1" - 20' !. O F_> LL! oto W U)w W F_ .z I- y: H ..0 ~ cn Z -- a- ¢ o 0 W =a -W 10 a. Q 0 AN � Q o o N � H 0' DEC Z 12009 t/) W Z o I ., 0 V DE ELOP FLAT SERVi� - - o FILED: <C _ W W N Cro 0 Q e U I 4' OR : �._.._ .... AS SPECIFIED PLA S ° ( CLIENT INFORMATION BRYAN LINKS, LLC 2020 OAKWOOD TRAIL cam, ° PINE BARK MULCH COLLEGE STATION, TX 77845 w W ! 2" ICK {MIN.) OFF: (979) 218-,1858 Co o EMAIL: ghudson@sunbelt-graphics.+ FINISH FILENAME: 0381 LPlA I SCALE: 1"=20' (' GRADE SUBMITTED DATE: OCTOBER 12, 2009 ____ _- - -- -- DRAWN BY: R.A.M. -_-_=_____=== _-=CHECKED BY: R.A.M. NEWT PSOIL , FIELD BOOK: 12 PAGES: 49--56 /j 6 4 THICK (MIN.) z RME CONSULTING ENGINEER CLIENT NO. PROJECT N N 242 - 0381 "HRUB PLANTING N.T.S. SHEET 8 OF 11 i"mo �) � �n