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HomeMy WebLinkAboutU-Club Townhomes Site PlanI TTIT I Y I A I A A V G1 INDEX GF SHEETS : ` SHEET SHEET 801 ION I I NO. I.D. DESCRIPTION 1 C0.0 COVER SHEET V 'w_""kUG'Hv Dx Ax-T 2 COA GENERAL NOTES CALLAWAY SUBDIVISION. PH 3: ��� I 3 CO.2 GENERAL NOTES LOT 1 - BLOCK ONE 801 MARION PUGH DRIVECA i , 4 C1.0 DEMOLITION &EROSION CONTROL PLAN COLLEGE STATION, TX T 5 C1.1 OVERALL SITE PLAN COi 6 C1.1 A CIVIL SITE PLAN "A" OS 7 C1.1 B CIVIL SITE PLAN "B" G-v"STATIOA'� COUNTY, XAS 8 C1.1C C!\/!L SITE PLAN "C" -4 9 C1.2A GRADING & DRAINAGE PLAN "A" 14 10 C1.2B GRADING & DRAINAGE PLAN "B" , 20� 2011 11 C1.2C GRADING & DRAINAGE PLAN "C" 12 C1.3A ON -SITE UTILITY PLAN , "A" •N� , 13 C1.3B ON -SITE UTILITY PLAN B, , •.. J s fj 14 C1.3C ON -SITE UTILITY PLAN "C" d v 15 C1.4A PAVING PLAN „A„ • • . 16 C14B PAVING PLAN "B" e `n 17 C1.4C PAVING PLAN "C" �I c3 18 C2.1 WATER LINE "W1" - PLAN /PROFILE 2154 STA. 0+00 to STA_ 8+10 19 C2.2 WATER LINE "JV1,PLAN/PROFILE STA. 8+10 to END 20 C2.3 WATER LINE "W2" - PLAN/PROFILE 2818 STA. 0+00 to STA. e+10 I o it ti a 21 C2.4 WATER LINE "W2" - PLAN/PROFILE VICINITY MAP Q STA. 8+ 10 to END » 4*4 22 C2.5 WATER LINE W3 & W4 - PLAN/PROFILE STANDARD PERMIT NOTE: STA. 0+00 to END. LOCATION MAP „ » 23 C2.6 WATER LINE W5 - PLAN/PROFILE CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED BY STATE AND/OR LOCAL REGULATORY AGENCIES FOR RELATED CONSTRUCTION // it ( STA. 0+00 to END NOT TO SCALE CONTAINED IN THESE CONSTRUCTION DRAWINGS. PERMITS REQUIRED, BUT NOT LIMITED TO, ARE AS FOLLOWS: 24 C2.7 SANITARY SEWER LINE "S1" - PLAN/PROFILE LHC��EMAI� `. CoCS - PLANNING & DEVELOPMENT SERVICES - DEVELOPMENT PERMIT & PAVING, DRAINAGE, & WATER/SEWER INSPECTIONS STA. 0+00 to END C2.8 LIFT STATION PLAN - TxDOT -DRIVEWAY & UTILITY PERMITS CSU - ELECTRICAL SERVICES 26 C2.9 LIFT STATION DETAILS PREPARED FOR: ATMOS ENERGY - GAS SERVICE PLAN KEY y VERIZON & SUDDENLINK -COMMUNICATION SERVICES 27 C3.1 SITE &PARKING DETAILS AMERICAN CAMPUS COMMUNITIES (OP), LP TASQ- ADAOREVIEW & NSPECTIONSMENT TEAMS - STORMWATER DISCHARGE CONSTRUCTION ACTIVITIES 28 C3.2 SITE &PARKING DETAILS 29 C3.3 PAVING DETAILS 12700 HILL COUNTRY BLVD. STE• T-200 30 C3.4 DRAINAGE DETAILS 31 C3.5 MISCELLANEOUS & UTILITY DETAILS AUSTIN, TX 78738 STOP 32 "NOT USED" OFF: (512) 732-1000 GALL BEFORE YOU DIG E1.0 CoCS ELECTRICAL PLAN FAX: (512) 732-2450 TEXAS ONE CALL SYSTEM 1-800-245-4545 (AT LEAST 72 HOURS PRIOR TO DIGGING) WARNING!-!: THE CONTRACTOR IS TO LOCATE ANY AND ALL UTILITIES 1. THE LATEST EDITION OF THE 2009 B/CS UNIFIED TECHNICAL EMAIL• CCARROLL@AMERICANCAMPUS COM PRIOR To coNSTRucTloy AND Is SOLELY RESPONSIBLE FOR ALL DAMAGES SPECIFICATIONS &DETAILS ARE ISSUED FOR THIS PROJECT. i • • TO EXISTING UTILITIES DUE TO A -NY CONSTRUCTION ACTIVITY. 2. THE FOLLOWING 2009 B/CS UNIFIED STANDARD TECHNICAL PREPARED BY: SPECIFICATIONS & DETAILS ARE ISSUED FOR THIS PROJECT. APPROVED BY:-1'�"' .. ��P�E of 7- r 1�rl SHEET RME CONSULTING ENGINEERS_,••' s 1 I.D. DESCRIPTION P *.. _� ST STANDARD STREET DETAILS 7607 EASTMARK DR., STE. 250-F <77840> P A. METCALF - �.. 88583 -• , g - _._ ,., SW STANDARD SIDEWALK DETAILS P.O.OX 9253 n�_ VV STANDARD WATER DETAILS moo. ' ,ld,��ss�anq� MPLI N S STANDARD SEWER DETAILS COLLEGE STATION, TEXAS 77842 ����>.`.�--SATE: RME CONSULTING ENGINEERS JUN Z. 7 � CLIENT NO. PROJECT NO. � PH: (979) 764-0704 RABON A. METCALF, P.E. No. 88583 ���£�--� - 46 COLLEGE IATIo 178 - 0418 43 FX: (979) 764-0704 RME CONSULTING ENGINEERS ENGINEERING GRADING An STMENTS THFznliGH SITE I _ EMAIL: civil@rmengineer.com TEXAS FIRM REGISTRATION No. F-4695 6/20,I7 (+0.85') AND OTHER VARIOUS CHANGES 13 HARK DATE DESCRIPTION EET 32 j Va GENERAL CONSTRUCTION NOTES: 1. THE CONTRACTOR SHALL PROMPTLY NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THESE PLANS AND OTHER CONSTRUCTION DRAWINGS OF DIFFERING DISCIPLINES & SPECIFICATIONS. 2. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF THE EXISTING UTILITIES AS SHOWN ON THESE CONSTRUCTION PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED UPON AS BEING EXACT OR COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO AVOID ALL EXISTING UTILITIES AND REPAIR ANY DAMAGED LINES, AT HIS OWN EXPENSE, WHETHER THE UTILITY IS SHOWN ON THE PLANS OR NOT. THE CONTRACTOR SHALL NOTIFY THE APPROPRIATE UTILITY COMPANY 48 HOURS PRIOR TO ANY EXCAVATION. THE CONTRACTOR SHALL ALSO NOTIFY THE ENGINEER IF DESIGN CHANGES NEED TO BE MADE IN THE FIELD. CONTACT INFORMATION: TEXAS ONE CALL: 800-245-4545 LONE STAR ONE CALL: (800) 669-8344 TEXAS EXCAVATION SAFETY SYSTEM (DIGTESS): (800) 344-8377 CoCS: ELECTRICAL DIVISION - (979) 764-3660 CoCS: WATER & SEWER DIVISION - (979) 764-3435 BRYAN TEXAS UTILITIES (BTU): ELECTRICAL DIVISION - (979) 821-5865 VERIZON: BRENDA VAJDOK - (979) 821-4770 ATMOS ENERGY: KIMBERLY WINN - (979) 774-2506 EXXON-MOBILE: MICHAEL HLUZA - (281) 591-3720 SEMINOLE PIPELINE: JIM ROLAND - (979) 421-0460 CITGO GAS: DOUG CLINE - (713) 416-1289 ENERGY TRANSFER PIPELINE: BENNY LLOYD - (979) 820-5751 SUDDENLINK: MIKE LAVENDER - (979) 846-2229 3. CONTRACTOR TO VERIFY ALL UNDERGROUND UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING UTILITIES OR SERVICE LINES THAT ARE CROSSED OR EXPOSED DURING CONSTRUCTION OPERATIONS. WHERE EXISTING UTILITIES OR SERVICE LINES ,ARE CUT, BROKEN, OR DAMAGED, THE CONTRACTOR SHALL REPAIR OR REPLACE THE UTILITIES OR SERVICE LINE WITH THE SAME TYPE OF MATERIAL AND CONSTRUCTION OR BETTER; THIS MATERIAL AND WORK SHALL BE AT THE CONTRACTOR'S OWN EXPENSE. 5. DURING THE EXECUTION OF THE WORK, THE CONTRACTOR SHALL MAINTAIN THE PROJECT SITE IN AN ORDERLY AND ACCEPTABLE MANNER AS FAR AS PRACTICAL THE CONTRACTOR SHALL CLEAN AND REMOVE FROM THE PROJECT AREA ALL SURPLUS AND DISCARDED MATERIALS, TEMPORARY STRUCTURES, AND DEBRIS OF ANY KIND AND SHALL LEAVE THE PROJECT SITE IN A NEAT AND ORDERLY CONDITION. ALL CLEAN UP WILL BE DONE TO THE SATISFACTION OF THE ENGINEER. 6. CONTRACTOR SHALL COMPLY WITH LATEST EDITION OF OSHA REGULATIONS AND THE STATE OF TEXAS LAWS CONCERNING EXCAVATION. 7. A COPY OF THE APPROVED CONSTRUCTION DRAWINGS MUST BE KEPT ON SITE AT ALL TIMES THROUGH OUT THE ENTIRE DURATION OF CONSTRUCTION OF THIS PROJECT. CONTRACTOR SHALL MAINTAIN A SET OF REDLINE DRAWINGS, RECORDING AS -BUILT CONDITIONS DURING CONSTRUCTION. THESE REDLINE MARKED UP DRAWINGS WILL BE SUBMITTED 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. S. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFEGUARDING AND PROTECTING ALL MATERIAL AND EQUIPMENT STORED ON THE JOBSITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE STORAGE OF MATERIALS IN A SAFE AND WORKMANLIKE MANNER TO PREVENT INJURIES, DURING AND AFTER WORKING HOURS, UNTIL PROJECT COMPLETION. 9. CONTRACTOR SHALL SAW CUT REMOVE AND REPLACE CONCRETE PAVEMENT, CURB AND GUTTER AS REQUIRED TO CONSTRUCT PROPOSED IMPROVEMENT(S). 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PAY FOR AND OBTAIN ALL REQUIRED PERMITS AND INSPECTION APPROVALS FOR ALL WORK SHOWN. 11. ANY ADJACENT PROPERTY AND RIGHT-OF-WAY DISTURBED DURING CONSTRUCTION WILL BE RETURNED TO THEIR EXISTING CONDITIONS OR BETTER. 12. ALL WORK WITHIN THE COUNTY OR CITY RIGHT-OF-WAY SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE STANDARDS AND SPECIFICATIONS AS TO THE INSTALLATION AND EROSION CONTROL PROTECTION. 13. ALL EXPOSED DiRT SURFACES SHALL BE SEEDED/HYDROMULCHED. YARDS WITH SODD SHALL BE RESODDED TO THE SAME CONDITIONS OR BETTER. 14. PROPOSED SIGNS, OR THOSE WHICH REQUIRE RELOCATION, SHALL BE DONE IN ACCORDANCE TO THE FOLLOWING STANDARDS: SMD (GEN)-02 & SMD (SLIP-1)-02 THRU SMD (SLIP-3)-02. 15. THE TEXAS UNIVERSAL TRIANGULAR SLIP BASE SIGN SUPPORTS WILL BE REQUIRED FOR ALL SIGNAGE WITHIN RIGHT-OF-WAY. 16. THE CONTRACTOR SHALL NOT CREATE A DIRT NUISANCE OR SAFETY HAZARD IN ANY STREET. THE PAVEMENT SHALL BE CLEANED DAILY. 1/. AUEQUAIE DRAINAGE SHALL BE MAINTAINED Al ALL IMES DURING CONSIRUCIION AND ANY DRAINAGE UIICH OR STRUCTURE DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO EXISTING CONDITIONS OR BETTER. 18. THE CONTRACTOR SHALL COORDINATE ALL FENCE REMOVAL AND REPLACEMENT WITH THE DEVELOPER. 19. THE CONTRACTOR AGREES TO REPAIR ANY DAMAGE TO THE PUBLIC RIGHT-OF-WAY IN ACCORDANCE WITH THE STANDARDS OF THE APPLICABLE REGULATORY AGENCY. 20. THE CONTRACTOR SHALL PROTECT ALL MONUMENTS, IRON PINS, AND PROPERTY CORNERS DURING CONSTRUCTION. DIMENSIONAL CONTROL NOTES: 1. THE CONTRACTOR MAY OBTAIN AN ELECTRONIC COPY OF THE SiTE PLAN FOR CONSTRUCTION PURPOSES. THE ELECTRONIC FILE AND INFORMATION GENERATED, BY RME CONSULTING ENGINEERS (RME), FOR THIS PROJECT IS CONSIDERED BY RME TO BE CONFIDENTIAL. WHEN ISSUED, IT'S USE IS INTEND SOLELY FOR THE INDIVIDUAL OR ENTITY TO WHICH IT IS ADDRESSED. THIS MATERIAL IS INTENDED FOR USE BY THE RECIPIENT NAMED, ONLY, AND PERMISSION iS NOT GRANTED TO THE RECIPIENT FOR DISTRIBUTION OF THESE DOCUMENTS iN ANY FORM OR FASHION. THE RECIPIENT UNDERSTANDS THAT THIS DATA IS AUTHORIZED "AS IS" WITHOUT ANY WARRANTY AS TO ITS PERFORMANCE, ACCURACY, FREEDOM FROM ERROR, OR AS TO ANY RESULTS GENERATED THROUGH ITS USE. THE RECIPIENT ALSO UNDERSTANDS AND AGREES THAT RME, UPON RELEASE OF SUCH DATA, IS NO LONGER RESPONSIBLE FOR THEIR USE OR MODIFICATION. THE USER AND RECIPIENT OF THE ELECTRONIC DATA .ACCEPTS FULL RESPONSIBILITY AND LIABILITY FOR ANY CONSEQUENCES ARISING OUT OF THEIR USE. 2. ALL DIMENSIONS SHOWN ARE TO BE USED IN CONJUNCTION WITH THESE PLANS FOR LOCATING ALL IMPROVEMENTS AND SHALL BE FIELD VERIFIED BY THE CONTRACTOR FOR WORKABILITY PRIOR TO CONSTRUCTION OF IMPROVEMENTS. 3. UNLESS OTHERWISE SHOWN, ALL DIMENSIONING iS TO THE BACK OF CURB OR EDGE OF PAVEMENT, WHICHEVER IS APPLICABLE. 4. UNLESS OTHERWISE LABELED ALL BACK OF CURB RADIUS ARE 4'-0". 5. THE BOUNDARY SURVEY WAS PROVIDED & PERFORMED BY KERR SURVEYING, CO (COLLEGE STATION, TX) AND TOPOGRAPHICAL SURVEY BY THiS OFFICE. 6. T.B.M. 1: R.R. SPIKE IN POWERPOLE LOCATED IN THE SOUTHWEST CORNER OF THE INTERSECTION OF MARION PUGH DRIVE AND LUTHER ROAD. (ELEV. = 331.75'-NAD 83) T.B.M. 22': SQUARE CHISELED IN SOUTHWEST CORNER OF CURB INLET LOCATED ON THE WEST SiDE OF MARION PUGH DRIVE. CURB INLET LOCATED IS LOCATED JUST NORTH OF iTS INTERSECTION WITH HOLLEMAN DRIVE. (ELEV. = 324.18'-NAD 83) GAS COMPANY NOTES: 1. AT ALL UNDERGROUND GAS UTILITY CROSSINGS THE CONTRACTOR SHALL GIVE THE APPROPRIATE UTILITY COMPANY A MINIMUM OF 72 HOURS NOTICE SO THAT THEIR FIELD REPRESENTATIVE MAY BE PRESENT. 2. TWENTY-FOUR (24) INCH CLEARANCE SHALL BE MAINTAIN BETWEEN THE PROPOSED UTILITY AND THE EXISTING UNDERGROUND GAS LINE. THIS CLEARANCE SHALL BE MEASURED FROM OUTSIDE OF PIPE TO OUTSIDE OF PIPE, OR SLEEMNG, WHICHEVER IS MORE CONSERVATIVE. 3. FOR EXCAVATION NEAR THE UNDERGROUND GAS LINE, THE CONTRACTOR SHALL COVER, OR REMOVE, THE BUCKET TEETH OF THE EXCAVATOR. THE FINAL TWENTY-FOUR (24) INCHES SURROUNDING THE GAS LINE SHALL BE EXCAVATED BY HAND DIGGING. EROSION CONTROL NOTES: 1_ EROSION CONTROL MEASURES SHOWN SHALL BE CONSIDERED THE VERY MINIMAL REQUIRED. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO IMPLEMENT ALL OTHER EROSION CONTROL MEASURES (DIVERSION BERMS. DRAINAGE STRUCTURES SWALES ADDITIONAL FENCING ETC,-,) NECESSARY TO KEEP THE EXISTING IMPROVEMENTS AND DEVELOPMENTS FROM DAMAGE OF ANY KIND DURING ALL PHASES OF DEMOLITION AND CONSTRUCTION 2. THE SITE OPERATOR, OR HIS REPRESENTATIVE ESTABLISHED BY A LETTER OF DELEGATION, SHALL MAKE A VISUAL INSPECTION OF ALL SILTATION CONTROLS AND NEWLY STABILIZED AREAS ON A DAILY BASIS; ESPECIALLY AFTER A RAINFALL TO INSURE THAT ALL CONTROLS ARE MAINTAINED AND PROPERLY FUNCTIONING. ANY DAMAGED CONTROLS SHALL BE REPAIRED PRIOR TO THE END OF THE WORK DAY, INCLUDING RE -SEEDING AND MULCHING OR RE -SODDING, IF NECESSARY. 3. ALL SEDIMENT TRAPPING DEVICES SHALL BE INSTALLED AS SOON AS PRACTICAL AFTER THE AREA. HAS BEEN DISTURBED. ALL SEDIMENT TRAPPING DEVICES SHALL BE CLEANED WHEN THE SEDIMENT LEVEL REACHES 25% CAPACITY. SEDIMENT SHALL BE DISPOSED OF BY SPREADING ON SITE OR HAULING AWAY IF NOT SUITABLE FOR FILL. 4. DURING CONSTRUCTION, CONTRACTOR SHALL MAINTAIN BEST MANAGEMENT PRACTICE (BMP). SEDIMENT FENCE, HAY BALE BARRIERS, OR OTHER SEDIMENT TRAPPING DEVICES SHALL CONTROL ALL STORM WATER LEAVING THE SITE. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING TEMPORARY EROSION CONTROL MEASURES AS REQUIRED FOR DIFFERENT PHASES OF CONSTRUCTION. EROSION CONTROL MEASURES SHOWN MAY NEED TO BE ADJUSTED TO HANDLE INCREASED OR CONCENTRATED FLOWS CREATED BY VARIOUS STAGES OF THE CONSTRUCTION. 6. THE CONTRACTOR IS RESPONSIBLE FOR FILING A NOTICE OF INTENT PRIOR TO COMMENCEMENT OF WORK AND A NOTICE OF TERMINATION AT THE COMPLETION OF THE PROJECT TO THE TCEQ. -A-LAMINATED COPY OF THE CONSTRUCTION SITE NOTICE. NOi AND SWPPP. VISIBLE FROM THE PUBLIC RIGHT-OF-WAY SHALL BE POSTED AT THE SITE. 7. PHASE TWO EROSION CONTROL MEASURES SHALL BE IMPLEMENTED IMMEDIATELY AFTER CONSTRUCTION OF THEIR ASSOCIATED IMPROVEiviENTS. INLET PROTECTION BARRIERS SHALL BE CONSTRUCTED WITH HAY BALES OR SILT FENCING. INLETS LOCATED IN PAVEMENT SHALL BE PROTECTED WITH SAND BAGS, REPLACING THE HAY BALES OR SILT FENCING, ONCE THE PAVEMENT IS IN PLACE. EROSION CONTROL MEASURES SHALL BE KEPT IN PLACE UNTIL UPSTREAM DRAINAGE AREAS ARE FULLY STABILIZED. 8. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING SEDIMENT CONTROL DEVICES AFTER THE SITE HAS BEEN SEEDED AND/OR SODDED, AND GROUND COVER HAS TAKEN ROOT. 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 CONSTRUCTION SHALL BE HYDRO -MULCHED SEEDED. THESE STABILIZED AREAS SHALL BE SODDED OR SEEDED, FERTILIZED, AND WATERED TO ESTABLISH A SOLID GROUND COVER WITHIN 30 DAYS OF COMPLETION, OR IF ACTIVITY CEASES FOR MORE THAN 14 DAYS. 10. WHEN HYDROMULCH IS REQUIRED, CONTRACTOR SHALL KEEP MULCH MOIST AFTER INSTALLATION AND UNTIL AREA SHOWS GROWTH. 11. EROSION CONTROL MEASURES SHALL BE IMPLEMENTED PRIOR TO ANY EXCAVATION OR DEMOLITION WORK. DEMOLITION NOTES: 1. DEMOLITION OF EXISTING STRUCTURES AND IMPROVEMENTS SHALL INCLUDE ALL WORK CONTAINED ON THESE PLANS, BUT SHALL NOT BE LIMITED TO THE ITEMS SPECIFICALLY IDENTIFIED. ANY MATERIALS TO BE DEMOLISHED OR CLEARED SHALL BE COMPLETELY REMOVED AND DISPOSED OF. THiS WORK WiLL NOT ONLY CONSIST OF ABOVE GROUND ITEMS, BUT UNDERGROUND ELEMENTS AS WELL, INCLUDING BUT NOT LIMITED TO: TREE ROOTS, FOUNDATION SYSTEMS, OLD PIPES, ETC... THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY ADDITIONAL ITEMS THAT REQUIRE DEMOLITION, NOT IDENTIFIED ON THIS PLAN, PRIOR TO REMOVAL. 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO STAGE AND SEQUENCE ALL DEMOLITION WORK WITH THE ENGINEER & UTILITY COMPANIES TO PROVIDE MINIMAL INTERRUPTION AND INCONVENIENCE OF UTILITY SERVICES AND SUCH SEQUENCE AND STAGING OF WORK SHALL BE APPROVED BY THE ENGINEER PRIOR TO COMMENCEMENT OF WORK. 3. DEMOLISHED SURPLUS MATERIAL SHALL BE LEGALLY DISPOSED OF OFF -SITE. 4. ALL PAVEMENT EDGES, BOUNDING THE CONSTRUCTION AREA & MATCHING WITH NEW CONSTRUCTION, SHALL BE NEATLY SAW CUT, UNLESS GRAVEL FLEXIBLE PAVEMENT SHALL BE SAW CUT A MINIMUM OF 24" BEYOND ANY PROPOSED STRUCTURES. 5. THE CONTRACTOR SHALL CLEAR ALL RIGHT-OF-WAYS AND EASEMENTS CONTAINED IN THESE CONSTRUCTION DRAWINGS. 6. THE CONTRACTOR SHALL FIELD VERIFY AND LOCATE ALL EXISTING UTILITIES ON SITE PRIOR TO DEMOLITION. - THE CONTRACTOR SHALL PERFORM DEMOLITION ACTIVITIES AS RIOTED AND SHOWN ON THESE PLANS AND AS DIRECTED BY THE OWNER/DEVELOPER. 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ANY PERMITS AND PAY ANY FEES REQUIRED FOR DEMOLITION AND DISPOSAL FROM THE APPROPRIATE AUTHORITIES. 9. THE CONTRACTOR SHALL INSTALL ALL EROSION AND SEDIMENT CONTROL DEVICES, AS SHOWN ON THE SWPPP, PRIOR TO COMMENCING DEMOLITION WORK. 10. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UTILITIES THAT ARE TO REMAIN IN PLACE. 11 THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO AVOID UNNECESSARY DAMAGE TO ANY EXISTING ROAD SURFACE. 12. ALL EXISTING ITEMS THAT ARE TO REMAIN IN PLACE WHICH ARE DAMAGED DURING CONSTRUCTION SHALL BE RESTORED TO ORIGINAL CONDITION, OR BETTER, AT THE SOLE EXPENSE OF THE CONTRACTOR. 13. SHOULD ANY EXITING UTILITIES NOT SHOWN OR SHOWN INCORRECTLY ON THIS PLAN BE FOUND ON SITE, THE CONTRACTOR SHALL CONTACT THE ENGINEER IMMEDIATELY TO DISCUSS ANY POSSIBLE CONFLICTS BEFORE PROCEEDING WITH ANY WORK IN THAT AREA. 14. AN ASBESTOS SURVEY MUST BE PERFORMED PRIOR TO THE DEMOLISHING OF ANY STRUCTURES. THE CONTRACTOR SHALL ADHERE TO THE REQUIREMENTS SET FORTH IN THE ASBESTOS SURVEY AND REPORT. 15. THE CONTRACTOR SHALL COORDINATE ALL WATER AND SANITARY SEWER CONNECTIONS WITH THE CITY OF COLLEGE STATION PUBLIC WORKS DEPARTMENT AND THE CITY INSPECTOR. PRIOR TO CONNECTION WITH EXISTING UTILITY LINES ALL NEW LINES & STRUCTURES, RESPECTIVELY, SHALL BE IN PLACE, TESTED, AND APPROVED SO THAT THEY CAN BE PROMPTLY CONNECTED & PLACED IN SERVICE WITH MINIiv1UM DISRUPTION. 16. THE CONTRACTOR SHALL COORDINATE AND SCHEDULE ELECTRICAL SERVICE FACILITIES WITH COLLEGE STATION ELECTRIC (CSU). A. PORTION OF THIS WORK WILL BE PERFORMED BY CSU, BUT THE CONTRACTOR SHALL BE RESPONSIBLE FOR REIMBURSEMENT OF ALL WORK, SERVICES, AND MATERIALS REQUIRED BY CSU TO PERFORM SUCH DUTIES. 17. THE CONTRACTOR SHALL COORDINATE AND SCHEDULE GAS SERVICE WORK WITH ATMOS ENERGY AND WITH THE INSTALLATION OF THE REQUIRED REPLACEMENT FACILITIES. THIS WORK WILL BE PERFORMED BY ATMOS ENERGY, BUT THE CONTRACTOR SHALL BE RESPONSIBLE FOR REIMBURSEMENT OF ALL WORK, SERVICES, AND MATERIALS REQUIRED BY ATivtOS ENERGY TO PERFORM SUCH DUTIES. 18. THE CONTRACTOR SHALL COORDINATE AND SCHEDULE INSTALLATION OF PHONE SERVICES WITH VERIZON TELEPHONE COMPANY. THIS WORK WiLL BE PERFORMED BY VERIZON, BUT THE CONTRACTOR SHALL BE RESPONSIBLE FOR REIMBURSEMENT OF ALL WORK, SERVICES, AND MATERIALS REQUIRED BY VERIZON TO PERFORM SUCH DUTIES. 19. DURING ALL PHASES OF CONSTRUCTION, THE CONTRACTOR SHALL MAINTAIN FIRE ACCESS AND FIRE FLOWS, TO ALL EXISTING AND PROPOSED BUILDINGS, IN A MANNER THAT IS ACCEPTABLE TO THE FIRE MARSHALL. FIRE ACCESSIBILITY SHALL MEET THE MINIMUM REQUIREMENTS: A. DURING CONSTRUCTION ALL PROPOSED BUILDINGS SHALL BE ACCESSIBLE BY THE PROPOSED FIRE LANES AND A CLEAR PATH TO ALL EXISTING/PROPOSED FIRE HYDRANTS, SHALL BE MAINTAINED; B. PRIOR TO CONSTRUCTION OF ALL PROPOSED BUILDINGS, THE PROPOSED PUBLIC WATER SYSTEM IMPROVEMENTS, AND AN ALL-WEATHER ROAD/ACCESS WAY, SHALL BE INSTALLED AND ACCEPTED BY THE CITY. PAVING NOTES: " 1. THE PAVEMENT SYSTEM SHOWN WAS DESIGNED WITH THE AID OF A GEOTECHNICAL INVESTIGATION AND RECOMMENDATIONS PREPARED BY InTEC OF AUSTIN, TX (PROJECT #A10-137 7). DUE TO THE PLASTIC SOILS WITHIN THIS AREA, SOME MINOR DIFFERENTIAL MOVEMENT MAY STILL OCCUR DUE TO SEASONAL SOIL MOISTURE VARIATIONS. 2. THE CONTRACTOR SHALL REFER TO THE 2009 B /CS UNIFIED SPECIFICATIONS Sc STANDARDS FOR ALL PAVING AND DRAINAGE CONSTRUCTION. TESTING REQUIREMENTS ARE MINIMAL REQUIREMENTS. THE CONTRACTOR SHALL PROVIDE ALL TESTING REQUIREMENTS OUTLINED IN THE APPLICABLE UNIFIED SPECIFICATIONS THAT EXCEED THESE MINIMAL REQUIREMENTS. THE CONTRACTOR SHALL PROVIDE FIVE (5) COPIES OF AN ORGANIZED, BOUND REPORT ALL ALL TESTING INSPECTION, REPORTS, AND EFFORTS AT THE END OF THE PROJECT. 3. THE CONTRACTOR SHALL REFER TO THE STRUCTURAL ENGINEER'S PLANS FOR SPECIFICATIONS, PROCEDURES, AND REQUIREMENTS FOR ALL BUILDING PADS. THE FOLLOWING SPECIFICATIONS AND STANDARDS ARE FOR THE SITE AND PAVEMENT ONLY. A. SUBGRADE: 1. EXISTING TREES, STUMPS, AND LARGE TREE ROOT SYSTEMS, SHALL BE GRUBBED AND REMOVED. VEGETATION SHALL BE REMOVED AND THE TOP 6" OF TOP SOIL AND SUBGRADE SHALL BE STRIPPED FROM THE AREAS COVERED RY THE PROPOSED IMPROVEMENTS. 2. EXISTING DRAINAGE WAYS THAT ARE TO BE FILLED SHALL HAVE BENCHES EXCAVATED INTO THE SIDE WALLS OF THE CHANNEL SIDESLOPES PRIOR TO PLACEMENT OF FILL. BENCHES SHOULD BE AT LEAST SIX FEET IN WIDTH WITH ONE BENCH BEING PLACED VERTICALLY FOR EVERY TWO FEET OF CHANNEL HEIGHT. 3. PAVING AREAS SHALL BE PROOF -ROLLED AND, IF REQUIRED AT THE TIME OF CONSTRUCTION, THE CONTRACTOR SHALL STABILIZE WEAK AREAS AS DIRECTED BY THE ENGINEER. MITIGATION OF WEAK ARCAS MAY INCLUDE OVER EXCAVATION AND BACKFILLING, REPROCESSING TO REMOVE MOISTURE, MODIFICATION WITH LIME OR CEMENT ADMIXTURE, OR USING GEOTEXTILES. 4. ALTERNATE MOISTURE COND11IONING: IN EXCAVATION AREAS THE SUBGRADE SHALL BE COMPACTED TO BETWEEN 95% AND 100% OF THE MAXIMUM DENSITY AS DETERMINED BY ASTM D698 TO A DEPTH OF 18" BELOW THE STABILIZED SUBGRADE. MOISTURE CONTENT SHALL BE BETWEEN +2% AND +5% OF THE OPTIMUM MOISTURE CONTENT. 5. MATERIAL EXCAVATED ON SITE, EXCLUDING THE TOP 6", MAY BE USED AS A FILL MATERIAL, UNDER PAVEMENT AREAS ONLY, AS LONG AS THE PI IS BETWEEN 19 AND 35, WITH A LIQUID LIMIT LESS THAN 49, AND THE MATERIAL IS FREE FROM TRASH, LUMPS, CLODS, ORGANIC SUBSTANCE & OTHER FOREIGN MATTER. 6. MOISTURE CONDITIONED AREAS OR FILL MATERIAL SHALL BE PLACED IN EiGHT INCH MAXIMUM LOOSE LIFTS, WITH EACH LIFT WETTED OR DRIED TO A MOISTURE CONTENT RANGE OF +2% TO +5% OF THE OPTIMUM MOISTURE CONTENT AND COMPACTED TO A UNIFORM DENSITY OF 95% OF THE MAXIMUM DRY DENSITY AS DETERi,AINED BY ASTM D698. COMPACTION TESTS, FOR THESE AREAS, SHALL BE VERIFIED BY IN -PLACE DENSITY TESTS FOR EACH LIFT (1 TEST PER 5,000 SQ.FT. OF FILL AREA) WiTH A MINIMUM OF THREE (3) TEST BEING PERFORMED PER LIFT. 7. THE SUBGRADE SHALL BE MOISTURE CONDITIONED, IF APPLICABLE, TWO FEET (2') BEYOND THE BACK OF CURB OR EDGE OF PAVEMENT, WHICHEVER IS GREATER, UNLESS OTHERWISE SPECIFIED BY STRICTER REQUIREMENTS. B. STABILIZED SUBGRADE: 1. SUBGRADE MATERIAL, UNDER PAVEMENT STRUCTURES, CONSISTING OF GRANULAR SOILS WITH A LOW PLASTICITY (PI<7) SHALL BE STABILIZED, TO A DEPTH OF 6" UNDER THE PROPOSED PAVEMENT, WITH TYPE 1 PORTLAND CEMENT (APPROXIMATELY 4% BY WEIGHT). 2. SUBGRADE MATERIAL, UNDER PAVEMENT STRUCTURES, CONSISTING OF CLAYEY SANDS, SANDY CLAYS AND CLAYS OF INTERMEDIATE PLASTICITY (7<PI<20) SHALL BE STABILIZED, TO A DEPTH OF 6" UNDER THE PROPOSED PAVEMENT, WITH EQUAL RATIOS OF LIME AND FLY ASH (APPROXIMATELY 3% EACH BY WEIGHT). 3. SUBGRADE MATERIAL, UNDER PAVEMENT STRUCTURES, CONSISTING OF CLAYS OF HIGH PLASTICITY (PI>20) SHALL BE STABILIZED, TO A DEPTH OF 6" UNDER THE PROPOSED PAVEMENT, WITH TYPE A HYDRATED LIME (APPROXIMATELY 6% BY WEIGHT). 4. STABILIZED MATERIAL SHOULD BE ROTARY TILLED TO PROVIDE A HOMOGENEOUS MIXTURE THAT MEETS THE GRADATION REQUIREMENTS SPECIFIED IN THE TxDOT, (JUNE 1, 2004) STANDARD SPECIFICATIONS FOR CONSTRUCTION AND MAINTENANCE OF HIGHWAYS, STREETS & BRIDGES, ITEM NO. 260 FOR LIME TREATMENT AND ITEM NO. 265 FOR FLY ASH. 5. STABILIZED MATERIAL OR FILL MATERIAL SHALL BE PLACED IN EIGHT INCH MAXIMUM LOOSE LIFTS, WITH EACH LIFT WETTED OR DRIED TO A MOISTURE CONTENT RANGE OF 0% TO +3% OF THE OPTIMUM MOISTURE CONTENT AND COMPACTED TO A UNIFORM DENSITY OF 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D698. 6. THE SUBGRADE SHALL BE STABILIZED ONE FOOT (1') BEYOND THE BACK OF CURB OR EDGE OF PAVEMENT, WHICHEVER IS GREATER, UNLESS OTHERWISE SPECIFIED BY STRICTER REQUIREMENTS. 7. COMPACTION TEST, FOR STABILIZED MATERIAL, SHALL BE VERIFIED BY IN -PLACE DENSITY TEST FOR EACH LIFT (1 TEST PER 5,000 SQ.FT. OF FILL AREA) WITH A MINIMUM OF THREE (3) TEST BEING PERFORMED PER LIFT. C. PORTLAND CEMENT CONCRETE: 1. ALL CONCRETE, UNLESS OTHERWISE SPECIFIED, SHALL BE 4.5 SACK MIX WITH A MINIMUM COMPRESSIVE STRENGTH OF 3,500 PSI AT 28 DAYS. 2. ALL CONCRETE SHALL BE PROPERLY VIBRATED WHEN PLACED AND NOT RAKED A DISTANCE GREATER THAN TEN (10) FEET. 3. THE CONTRACTOR SHALL FOLLOW THE GENERAL INTENT OF THE JOINT PLANS SHOWN. JOINT SPACING SHALL NOT EXCEED 15' iN ANY DIRECTION TO ANOTHER JOINT OR EDGE OF PAVEMENT. CONTROL JOINTS SHALL BE CUT BETWEEN 4 AND 18 HOURS AFTER PLACEMENT OF CONCRETE AND MAY BE SUBSTITUTED WITH CONSTRUCTION JOINTS. 4. EXPANSION JOINTS SHALL NOT EXCEED A MAXIMUM SPACING OF 60' AND SHOULD NOT BE PLACED THROUGH THE MIDDLE OF AREA INLET OR JUNCTION BOXES LOCATED IN THE PAVEMENT. ALL AREA INLETS OR JUNCTION BOXES, LOCATED IN PAVEMENT AREAS, SHALL BE INSTALLED WITH ISOLATION JOINTS BETWEEN THE STRUCTURE AND THE PAVEMENT. 5. ALL JOINTS SHALL BE SEALED WITH SONOBORN SONOLASTIC SL1, OR APPROVED EQUIVALENT. 6. AS FAR AS PRACTICAL, THE CONTRACTOR SHALL ALIGN ALL SIDEWALK JOINTS WITH CURB AND PAVEMENT JOINTS. 7. CONCRETE SHALL NOT BE PLACED IF THE AIR TEMPERATURE IS 50'F AND FALLING OR 957 OR HIGHER. CONCRETE MAY BE PLACED IF THE AIR TEMPERATURE IS 40'F AND RISING OR LESS THAN 95F. D. STEEL: 1. ALL REINFORCING STEEL SHALL BE DEFORMED BILLED STEEL BAR HAVING A MINIMUM YIELD STRENGTH OF NOT LESS THAN 60 KSI CONFORMING TO ASTM A615, GRADE 60. 2. ALL REINFORCING STEEL SHALL BE FREE FROM RUST OR OTHER BOND REDUCING AGENTS. 3. ALL SPLICES IN PAVEMENT AND CURBING STEEL SHALL BE STAGGERED AND LAPPED 30"xBAR DIAMETER OR 12", WHICHEVER IS GREATER. 4. CONCRETE COVERAGE FOR THE REINFORCING STEEL SHALL COMPLY WITH THE A.C.I. CODE, LATEST EDITION. THE STEEL SHALL HAVE A MINIMUM 2" CLEARANCE WITH THE SOIL AND 2" OF COVER FROM THE TOP OF THE PAVEMENT. E. CRUSHED LIMESTONE BASE: 1_ CRASHED I iMFSTONF SHAI I CONFORM TO STANDARDS SPECIFIED IN TxDOT ITEM 247, TYPE A, GRADE 1 2. COMPACTION SHALL BE AT LEAST 95% OF MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D 1557, METHOD C AT A MOISTURE CONTENT BETWEEN -2% AND +2% OF OPTIMUM. 3. THICKNESS AND COMPACTION TEST, FOR CRUSHED LIMESTONE BASE MATERIAL, SHALL BE VERIFIED BY IN -PLACE DENSITY TEST FOR EACH LIFT (1 TEST PER 5,000 SQ.FT. OF AREA) NTH A MINIMUM OF THREE (3) TEST BEING PERFORMED PER LIFT. 4. THE BASE SHALL BE BLADED SMOOTH, TO THE SATISFACTION OF THE ENGINEER, BEFORE PRIMING. F. HOT -MIX ASPHALTIC CONCRETE: 1. HMAC SHALL CONFORM TO STANDARDS SPECIFIED IN TxDOT ITEM 340, TYPE D. 2. BASE PREPARATION: APPLY ASPHALT ONLY WHEN TEMPERATURE IS ABOVE 55' F AND IS RISING. TEMPERATURE SHALL BE TAKEN IN THE SHADE AND AWAY FROM ARTIFICIAL HEAT. NO ASPHALT SHALL BE PLACED WHEN GENERAL WEATIIER CONDITIONS, IN THE OPINION OF TIIC ENGINEER, ARE NOT SUITABLE. CLEAN BASE SURFACE OF DIRT, DUST, OR OTHER DELETERIOUS MATTER BY SWEEPING WITH ROTARY BROOM OR OTHER ACCEPTABLE MEANS. IF NECESSARY, SPRINKLE LIGHTLY WITH WATER JUST PRIOR TO APPLICATION OF ASPHALT. 3. HOT -MIX ASPHALTIC CONCRETE SHALL CONFORM TO STANDARDS SPECIFIED IN TxDOT ITEM 340, TYPE D & ASPHALT CEMENT SHOULD BE GRADE AC-20. 4. COMPACTION SHALL 13L ILSIEU IN ACCORDANCE WITH IxDOI ILSI MEIHOD IEX-22/-F FOR DLNSIIY AND TEX-208-F FOR STABILITY. THE HMAC SHALL HAVE A LABORATORY DENSITY BETWEEN 94% AND 98%. AND A STABILITY RANGE BETWEEN 35 - 56 AND 42 - 56 FOR THE BASE/BINDER COURSE AND SURFACE COURSE RESPECTIVELY. 5. THICKNESS AND COMPACTION TEST, FOR THE HOT -MIX ASPHALT MATERIAL, SHALL BE VERIFIED BY CORING AND IN -PLACE DENSITY TEST FOR EACH LIFT (1 TEST PER 5,000 SQ.FT. OF AREA) WITH A MINIMUM OF THREE (3) TEST BEING PERFORMED PER LIFT. GRADING NOTES:' 1. ALL UNPAVED AREAS SHALL BE ADEQUATELY GRADED TO DRAIN AT A MINIMUM OF 1.00% SLOPE SO THAT NO PONDING OCCURS. ,��`f CSaf7r� l�e�x�asP.�s�c 2. UNLESS OTHERWISE SPECIFIED, UNPAVED AREAS SHALL DRAIN AWAY FROM BUILDINGS AT A MINIMUM SLOPE OF 1.00% OR SO THAT THE PERIMETER CURB IS 6" LOWER THAN THE FINISH FLOOR. 76071 ASTMARK DR., STE. 250E <77840> 1 POST OFFICE BOX 9253 3. FINISH GRADE ADJACENT TO CURBING OR SIDEWALKS SHALL BE 2" BELOW THE TOP OF CONCRETE AND IN COLLEGE S1'A11ON, TEXAS 77842 LANDSCAPING AREAS, 2' BELOW. EMAIL: civilrarmengineer.com 4. WHEN GRADES FOR TOP OF CURB AND GUTTER FLOWLINE DIFFER, THE SLOPES SHOWN ARE FOR THE GUTTER OFFICE - (979) 764-0704 FLOWLINE. FAX - (979) 764-0704 TEXAS FIRM REGISTRATION No. F-4695 5. WHEN TOP OF CURB ELEVATIONS ARE SHOWN, THE CURB HEIGHT IS 6" UNLESS OTHERWISE SPECIFIED. SURVEYOR 6. THE CONTRACTOR SHALL FOLLOW THE GENERAL INTENT OF THE GRADING PLANS. MINOR ADJUSTMENTS TO ACTUAL KERR SURVEYING, LLC ELEVATIONS SHOWN ON THE GRADING PLAN MAY BE REQUIRED TO MATCH EXISTING GROUND ELEVATIONS & 505 CHURCH STREET STRUCTURES. COLLEGE STATION, TX 77841 7. SLOPES BETWEEN PROPOSED CONTOURS SHALL BE 6:1 (MAXIMUM) UNLESS OTHERWISE SPECIFIED (DO NOT SCALE). OFF: (979) 268-3195 FAX: (979) 691-8904 8. ADEQUATE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION AND ANY DRAINAGE DITCH OR STRUCTURE DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO EXISTING CONDITIONS OR BETTER. 9. THE APPROVAL OF THESE PLANS IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF -SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS. ANY ADJACENT PROPERTY AND RIGHT-OF-WAY DISTURBED DURING CONSTRUCTION WILL BE RETURNED TO THEIR EXISTING CONDITIONS OR BETTER. 1. ALL EXCAVATION FOR UNDERGROUND UTILITIES SHALL BE MADE TRUE TO GRADE. EXCAVATION SHALL BE MADE A MINIMUM OF SIX INCHES BELOW THE REQUIRED GRADE AND PROVIDE A SAND BED FOR THE PIPING. BACKFILL OVER PIPING SHALL BE MADE WITH EARTH OR FILL SAND, FREE OF DEBRIS, AND SHALL BE TAMPED BY HAND OR MECHANICAL MEANS TO THE DENSITY OF THE ADJACENT UNDISTURBED EARTH OR TO 95% STANDARD PROCTOR DENSITY (ASTM D698), WHICHEVER IS GREATER. ALL TRENCHING AND EXCAVATION SHALL BE DONE IN STRICT ACCORDANCE WITH CURRENT OSHA REQUIREMENTS AND ALL OTHER APPLICABLE SAFETY CODES AND STANDARDS. 2. MINIMUM BURY OR COVER SPECIFIED IS TO BE MEASURED FROM FINISHED GRADES. WHERE UTILITY LINES EXTEND UNDER PAVEMENT, THE BURY OR COVER SHALL BE MEASURED FROM THE BOTTOM OF THE STRUCTURE. 3. UTILITY INSTALLATIONS IN NON-STRUCTURAL AREAS SHALL BE BEDDED AND INITIAL BACKFILL CONSISTENT WITH NON-STRUCTURAL REQUIREMENTS. IN STRUCTURAL AREAS (UNDER FOUNDATIONS, PAVEMENTS, !'TALKS, ETC...) THE UTILITIES SHALL BE BEDDED AND INITIAL BACKFILLED WITH CEMENT STABILIZED SAND. FINAL BACKFILL IN THESE AREAS SHALL BE COMPACTED BY MECHANICAL TAMPING TO STRUCTURAL COMPACTION REQUIREMENTS. 4. REGARDLESS OF ELEVATIONS SHOWN FOR MANHOLE RIMS, CLEAN OUT COVERS, OR GRATES, THESE ITEMS SHALL BE PLACED FLUSH WITH THE PROPOSED PAVEMENT ELEVATION AND SLOPE. MANHOLES AND CLEAN -OUTS NOT IN PAVEMENT AREAS SHALL BE SET 3" ABOVE THE FINISHED GRADE. 5. CONTRACTOR SHALL UNCOVER EXISTING UTILITIES AT ALL "POINTS OF CROSSING" TO DETERMINE IF CONFLICTS EXIST BEFORE COMMENCING ANY CONSTRUCTION. NOTIFY THE ENGINEER AT ONCE OF ANY CONFLICT. 6. THE CONTRACTOR SHALL COORDINATE ALL UTILITY INSTALLATION SO THAT GRADE CRITICAL ELEMENTS (I.E. STORM DRAIN, SANITARY SEWER, ETC...) DO NOT CONFLICT WITH NON -GRADE CRITICAL ELEMENTS (I.E. ELECTRICAL CONDUIT, WATER SERVICES, ETC...). 7. THE CONTRACTOR SHALL FURNISH ALL MATERIALS, EQUIPMENT, AND LABOR FOR EXCAVATION, BORING, INSTALLATION, BACKFILLING OF UTILITY LINES AND RELATED APPURTENANCES AS SHOWN ON THE PLANS. 8. THE LOADING AND UNLOADING d ALL F P ACCESSORIES SHALL BE IN ACCORDANCE WITH THE PIPE E AND OTHER MANUFACTURER'S RECOMMENDED PRACTICES AND SHALL, AT ALL TIMES, BE PERFORMED WITH CARE TO AVOID ANY DAMAGE TO THE MATERIAL. THE CONTRACTOR SHALL LOCATE AND PROVIDE THE NECESSARY STORAGE AREAS FOR MATERIALS AND EQUIPMENT. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL CONNECTIONS TO PUBLIC SYSTEMS AND INSTALLATIONS WITH REGULATORY INSPECTOR. 10. THIS PROJECT SHALL BE BUILT BY MEANS OF OPEN CUT EXCEPT AS NOTED ON THE DRAWINGS. CONTRACTOR TO DETERMINE THE LOCATIONS OF BORE PITS IN FIELD SUBJECT TO THE INSPECTOR'S APPROVAL. 11. ALL BORES SHOWN, UNLESS OTHERWISE NOTED, SHALL BE "DRY". 12. STRUCTURAL BACKFILL WILL BE REQUIRED FOR ALL EXCAVATION WITHIN FIVE (5) FEET OF PUBLIC ROADWAY PAVEMENTS OR WALKS. 13. THE CONTRACTOR SHALL COORDINATE ALL SLEEVING REQUIRED FOR ON -SITE UTILITIES AND IRRIGATION SYSTEMS. 14. CONTRACTOR SHALL MARK ALL SERVICE LEADS WITH A METAL "T" POST, PAINTED BLUE FOR WATER AND GREEN FOR SEWER, BURIED A MINIMUM OF 3' INTO THE GROUND. 15. ALL LIDS FOR PRIVATE SANITARY SEWER MANHOLES, GREASE TRAPS, SAMPLING WELLS, AND OIL /SAND SEPERATORS SHALL NOT HAVE LABELING SAYING "CITY OF COLLEGE STATION". /20/11 GRADING ADJUSTMENTS THROUGH SITE 6+0.85') AND OTHER VARIOUS CHANGES MARK DATE DESCRIPTION SUBSTANTIALLY COMPLETE ISSUED FOR CONSTRUCTION 4/20/11 CONSTRUCTION DRAWINGS ISSUED PRIOR TO THIS DATE ARE REPLACED BY THIS SET & SHOULD NOT BE USED FOR CONSTRUCTION. OF TF,i� �1 P r i * ....,% � B 8583 , q !111. • tic N__ .- 2 V D Z Lv _ it � 0 _ Q:� (- o_ w Q w to ~ W F_ Q 2 � 0 G 0 ca - � o z w Z D Q 30 O F J Q Q w o u Z V) J of < m Lcu 0 1 LLJ Z G !W!^^ V F p Ld 0 Q Ld FQ- cn 0 Z _I J Y LLI oW O J J m J C).o U O M0 W O Lv F- CLIENT INFORMATION AMERICAN CAMPUS COMMUNITIES (OP), LP. c/o CHUCK CARROLL 12700 HILL COUNTRY BLVD., STE. T-200 AUSTIN, TX 78738 CCARROLL@AMERICANCAMPUS.COM PH: (512) 732-1000 FX: (512) 732-2450 FILENAME: 0418CV1 B 1 SCALE: N/A SUBMITTED DATE: 2/23/11, 4/4/11, 4/20/11 DRAWN BY: R.A.M. CIIECKED BY: R.A.M. FIELD BOOK: 13 PAGES:46-75 RME CONSULTING ENGINEERS CLIENT NO. PROJECT NO. 178 - 0418 C '0�' -0- 0 1�-- SHEET 2- OF 32 a a PUBLIC UTILITY NOTES: PRIVATE UTILITY NOTES: TCEQ RULES & REGULATIONS (4217.53 (d). - SEPARATION DISTANCES): TCEQ RULES & REGULATIONS (§290.44. WATER DISTRIBUTION): A. GENERAL: 1. THE CONTRACTOR SHALL INSTALL THE PROPOSED PRIVATE UTILITY LINES IN ACCORDANCE WITH LOCAL CODES, (D) SEPARATION DISTANCES BETWEEN PUBLIC WATER SUPPLY PIPES AND WASTEWATER COLLECTION SYSTEM PIPES OR (E) LOCATION OF WATERLINES. THE FOLLOWING RULES APPLY TO INSTALLATIONS OF WATERLINES, WASTEWATER MAINS � d. 1. THE 2009 B/CS UNIFIED TECHNICAL SPECIFICATIONS FOR WATER & SEWER CONSTRUCTION SHALL GOVERN ON THIS LATEST NATIONAL PLUMBING CODE AND ALL APPLICABLE STATE AND LOCAL LAWS. OTHER PRIVATE OR PUBLIC MANHOLES. OR LATERALS, AND OTHER CONVEYANCES IDENTIFIED AS POTENTIAL SOURCES OF CONTAMINATION. FURTHERMORE, ALL PROJECT FOR ALL PUBLIC UTILITY IMPROVEMENTS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO UTILITIES SHALL BE INSTALLED IN ACCORDANCE WITH THE UTILITY COMPANY'S SPECIFICATIONS. SHOULD THESE RATINGS SPECIFIED SHALL BE DEFINED BY ASTM OR AWWA STANDARDS UNLESS STATED OTHERWISE. NEW MAINS, PERFORM ALL TESTS CONTAINED THEREIN. THE CONTRACTOR SHALL NOTIFY THE ENGINEER SHOULD ANY CONFLICTS OR DRAWINGS AND SPECIFICATIONS DIFFER WITH OTHER UTILITY COMPANY'S SPECIFICATIONS, THE STRICTER OF THE TWO (1) COLLECTION SYSTEM PIPES MUST BE INSTALLED IN TRENCHES SEPARATE FROM PUBLIC WATER SUPPLY SERVICE LINES, OR LATERALS ARE THOSE THAT ARE INSTALLED WHERE NO MAIN, SERVICE LINE, OR LATERAL ``-- DISCREPA.NCIES OCCUR WITH THE CONSTRUCTION PLANS AND SPECIFICATIONS. SHALL APPLY. TRENCHES. PREVIOUSLY EXISTED, OR WHERE EXISTING MAINS, SERVICE LINES, OR LATERALS ARE REPLACED WITH PIPES OF ♦ � DIFFERENT SIZE OR MATERIAL. 7607 EASTMARK DR., STE. 250i+ <77840> 2. THE CITY OF COLLEGE STATION WILL REQUIRE THE TESTING OF COMPACTION FOR ALL BACKFILL IN TRENCHES FOR 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PAY FOR AND OBTAIN ALL REQUIRED PERMITS AND (2) COLLECTION SYSTEM PIPES MUST BE NO CLOSER THAN NINE FEET IN ANY DIRECTION TO A PUBLIC WATER POST OFFICE BOX 9253 PUBLIC WATER, SEWER AND DRAINAGE LINES. IF THE COMPACTION TEST SHOW THAT THE SPECIFICATIONS ARE NOT INSPECTION APPROVALS FOR ALL WORK SHOWN. SUPPLY LINE. (1) WHEN NEW POTABLE WATER DISTRIBUTION LINES ARE CONSTRUCTED, THEY SHALL BE INSTALLED NO CLOSER COLLEGE STATION, TEXAS 77842 MET, THE CONTRACTOR WILL BE REQUIRED TO RECOMPACT THE TRENCH AND PAY FOR EACH SUBSEQUENT TEST UNTIL THAN NINE FEET IN ALL DIRECTIONS TO WASTEWATER COLLECTION FACILITIES. ALL SEPARATION DISTANCES SHALL BE EMAIL: civil( eer.com IT MEETS OR EXCEEDS THE SPECIFICATIONS. 3. THE CONTRACTOR SHALL COORDINATE ALL INSTALLATIONS OF SERVICES LINES, CONDUIT, METERS, ETC... WITH THE (3) IF A NINE -FOOT SEPARATION DISTANCE CANNOT BE ACHIEVED, THE FOLLOWING GUIDELINES WELL APPLY. TEXAS MEASURED FROM THE OUTSIDE SURFACE OF EACH OF THE RESPECTIVE PIECES. OFFICE - (979) 764-0?04 7)�r 64-07 APPROPRIATE UTILITY COMPANY. COMMISSION ON ENVIRONMENTAL QUALITY PAGE 3 CHAPTER 217 - DESIGN CRITERIA FOR DOMESTIC WASTEWATER FAX - (979) 764-0704 3. CUT SHEETS FOR ALL NECESSARY UTILITIES SHALL BE PROVIDED, BY THE CONTRACTOR, AS THEY BECOME SYSTEMS (2) POTABLE WATER DISTRIBUTION LINES AND WASTEWATER MAINS OR LATERALS THAT FORM PARALLEL UTILITY LINES AVAILABLE PRIOR TO CONSTRUCTION OF THE WORK COVERED BY THE CUT SHEETS, AND SUBMITTED TO THE CITY'S SHALL BE INSTALLED IN SEPARATE TRENCHES. TEXAS FIRM REGISTRATION No. F4695 ENGINEERING INSPECTOR. STORM SEWER NOTES (PUBLIC & PRIVATE): {A) IF A COLLECTION SYSTEM PARALLELS A PUBLIC WATER SUPPLY PIPE THE FOLLOWING REQUIREMENTS SURVEYOR APPLY. (3) NO PHYSICAL CONNECTION SHALL BE MADE BETWEEN A DRINKING WATER SUPPLY AND A SEWER LINE. ANY 4. TRENCH BACKFILL (UNLESS OTHERWISE NOTED): 1. ALL PRIVATE 12" - 48" STORM SEWER PIPE, EXCEPT AS NOTED, IS TO BE CONSTRUCTED OUT OF HDPE (DR 21) (1) A COLLECTION SYSTEM PIPE MUST BE CONSTRUCTED OF CAST IRON, DUCTILE IRON, OR PVC APPURTENANCE SHALL BE DESIGNED AND CONSTRUCTED SO AS TO PREVENT ANY POSSIBILITY OF SEWAGE ENTERING KERR SURVEYING, LLC (A) UNDER PROPOSED STREETS AND STRUCTURES (INCLUDING SIDEWALKS), INITIAL BEDDING &BACKFILL SHALL PIPE CONFORMING TO ASTM F-714 AND HAVING A MINIMUM PIPE STIFFNESS OF 46. MEETING ASTM SPECIFICATIONS WITH AT LEAST A 150 POUNDS PER SQUARE INCH (PSI) PRESSURE RATING FOR BOTH THE DRINKING WATER SYSTEM. 505 CHURCH STREET COLLEGE STATION, TX 77841 BE CEMENT STABILIZED SAND BEDDING AND SHALL BE COMPACTED IN LIFTS NOT GREATER THAN 6". FINAL BACKFILL THE PIPE AND JOINTS. SHALL CONSIST OF CLASS III MATERIAL IN LIEU OF CLASS fV B SOILS AND SHALL BE COMPACTED IN MAXIMUM 8" LIFTS 2. ALL PUBLIC STORM SEWER PIPE, EXCEPT AS NOTED, IS TO BE CONSTRUCTED OUT OF REINFORCED CONCRETE PIPE (II) A VERTICAL SEPARATION MUST BE AT LEAST TWO FEET BETWEEN THE OUTSIDE DIAMETERS OF THE (4j WHERE THE NINE -FOOT SEPARATION DISTANCE CANNOT BE ACHIEVED, THE FOLLOWING CRITERIA SHALL APPLY. OFF: (979) 268-3195 TO A DENSITY OF NOT LESS THAN 98% OF STANDARD MAXIMUM DENSITY AS DETERMINED USING ASTM D-698 AT A (RCP), ASTM C76, CLASS III WITH RUBBER GASKETED PROFILE CONFORMING TO ASTM C443. PIPES. FAX: (979) 691-8904 MOISTURE CONTENT OF 0% TO 4% OF OPTIMUM MOISTURE. DENSITY TESTS SHOULD BE PERFORMED AT LEAST EVERY (111) A HORIZONTAL SEPARATION MUST BE AT LEAST FOUR FEET BETWEEN OUTSIDE DIAMETERS OF THE (A) NEW WATERLINE INSTALLATION - PARALLEL LINES. 200 LINEAR FEET FOR EVERY" TWO (2) FEET OF FILL AT LOCATIONS SPECIFIED BY THE ENGINEERING INSPECTOR. TESTS 3. CONTRACTOR SHALL PROVIDE A MINIMUM OF 12" (TWELVE INCHES) CLEARANCE AT STORM SEWER AND WATER LINE PIPES. (I) WHERE A NEW POTABLE WATERLINE PARALLELS AN EXISTING, NON -PRESSURE OR PRESSURE RATED SHOULD BE PERFORMED IN THE INSPECTOR'S PRESENCE UNLESS DIRECTED OTHERWISE BY THE INSPECTOR. CROSSINGS, AND A MINIMUM OF 6" (SIX INCHES) AT STORM SEWER AND SANITARY SEWER CROSSINGS. (IV) A COLLECTION SYSTEM PIPE MUST BE BELOW A PUBLIC WATER SUPPLY PIPE. WASTEWATER MAIN OR LATERAL AND THE LICENSED PROFESSIONAL ENGINEER LICENSED IN THE STATE OF TEXAS IS (8) IN AREAS NOT UNDER STRUCTURES, INITIAL BEDDING & BACKFILL SHALL BE BANK RIVER SAND. FINAL ABLE TO DETERMINE THAT THE EXISTING WASTEWATER MAIN OR LATERAL IS NOT LEAKING, THE NEW POTABLE BACKFILL MAY BE FINELY DIVIDED EXCAVATION MATERIAL AND SHALL BE COMPACTED IN MAXIMUM 8" LIFTS TO A 4. UNLESS OTHERWISE SPECIFIED, THE CONTRACTOR SHALL INSTALL ALL HDPE IN ACCORDANCE WITH THE TRENCH (B) IF A COLLECTION SYSTEM PIPE CROSSES A PUBLIC WATER SUPPLY PIPE, THE FOLLOWING REQUIREMENTS WATERLINE SHALL BE LOCATED AT LEAST TWO FEET ABOVE THE EXISTING WASTEWATER MAIN OR LATERAL, MEASURED DENSITY OF NOT LESS THAN 90% OF STANDARD MAXIMUM DENSITY AS DETERMINED USING ASTM D-698 AT A DETAIL CONTAINED IN THESE CONSTRUCTION DRAWINGS. ALL RCP SHALL BE INSTALLED IN ACCORDANCE WITH B/CS APPLY: VERTICALLY AND AT LEAST FOUR FEET AWAY M HORIZONTALLY, MEASURED HO ZON ALLY, FROM THE EXISTING WASTEWATER MAIN OR MOISTURE CONTENT OF 0% TO 4% OF OPTIMUM MOISTURE. DENSITY TESTS SHOULD BE PERFORMED AT LEAST EVERY STANDARD DETAIL D3-02. (1) IF A. COLLECTION SYSTEM IS CONSTRUCTED OF CAST IRON, DUCTILE IRON, OR PVC V+11TH A MINIMUM LATERAL. EVERY EFFORT SHALL BE EXERTED NOT TO DISTURB THE BEDDING AND BACKFILL OF THE EXISTING 200 LINEAR FEET FOR EVERY TWO (2) FEET OF FILL AT LOCATIONS SPECIFIED BY THE ENGINEERING INSPECTOR. TEST PRESSURE RATING OF 150 PSI, THE FOLLOWING REQUIREMENTS APPLY WASTEWATER MAIN OR LATERAL. SHOULD BE PERFORMED IN THE INSPECTOR'S PRESENCE UNLESS DIRECTED OTHERWISE BY THE INSPECTOR. A MINIMUM SEPARATION DISTANCE IS SIX INCHES BETWEEN OUTSIDE DIAMETERS OF THE (II) WHERE A NEW POTABLE WATERLINE PARALLELS AN EXISTING PRESSURE RATED WASTEWATER MAIN OR S WATER LINE NOTE(PUBLIC &PRIVATE): LATERAL AND IT CANNOT BE DETERMINED BY THE LICENSED PROFESSIONAL ENGINEER IF THE EXISTING LINE IS LEAKING, PIPES. r EXISTING THE ExISTIWASTEWATER MAIN OR LATERAL SHALL BE REPLACED WITH AT LEAST 150 PSI PRESSURE RATED PIPE. 5. CONTRACTOR SHALL INSTALL 14 GAUGE SOLID COPPER TRACING WIRE DIRECTLY ABOVE ALL PVC PUBLIC UTILITY (11) A, COLLECTION SYSTEM PIPE MUST BE BELOW A PUBLIC WATER SUPPLY PIPE. THE NEW POTABLE WATERLINE SHALL BE LOCATED AT LEAST TWO FEET ABOVE THE NEW WASTEWATER LINE, MEASURED LINES, TAPED EVERY 10', AND METAL DETECTOR TAPE SHALL BE PLACED ABOVE THE LINE NO DEEPER THAN 24", PER 1 ALL DOMESTIC WATER LINE PIPE SHALL BE CONSTRUCTED OUT OF PVC (SCH 40). PUBLIC OR FIRE WATER LINE (111) COLLECTION SYSTEM PIPE JOINTS MUST BE LOCATED AS FAR AS POSSIBLE FROM AN VERTICALLY, AND AT LEAST FOUR FEET AWAY, MEASURED HORIZONTALLY, FROM THE REPLACED WASTEWATER MAIN OR B/CS STANDARD CONSTRUCTION DETAIL W1-03. PIPE SHALL BE CONSTRUCTED OUT OF C909 (CLASS 200) MATERIAL. INTERSECTION WITH A PUBLIC WATER SUPPLY LINE. LATERAL. (11) IF A COLLECTION SYSTEM PIPE CROSSES UNDER A PUBLIC WATER SUPPLY PIPE AND THE (111) WHERE A NEW POTABLE WATERLINE PARALLELS A. NEW WASTEWATER MAIN, THE WASTEWATER MAIN OR B: WATER: 2. THIS PROJECT SHALL BE BUILT BY MEANS OF OPEN CUT EXCEPT AS NOTED ON THE DRAWINGS. CONTRACTOR TO COLLECTION SYSTEM PIPE IS CONSTRUCTED OF ACRYLONITRILE BUTADIENE STYRENERUSS PIPE, SIMILAR (ABS)( ) LATERAL SHALL BE CONSTRUCTED OF AT LEAST 150 PSI PRESSURE RATED PIPE. THE NEW POTABLE WATERLINE SHALL GRADING ADJUSTMENTS THROUGH SITE t. ALL WATER LINE FITTINGS AND SPECIALS SHALL BE MECHANICAL JOINT, DUCTILE IRON, CLASS 350, WITH STAINLESS DETERMINE THE LOCATIONS OF BORE PITS IN FIELD SUBJECT TO THE INSPECTOR'S APPROVAL. SEMI -RIGID PLASTIC COMPOSITE PIPE, CLAY PIPE, OR CONCRETE PIPE WITH GASKETED JOINTS, THE FOLLOWING BE LOCATED AT LEAST TWO FEET ABOVE THE WASTEWATER MAIN OR LATERAL, MEASURED VERTICALLY, AND AT LEAST 5/20/11 +0.85') AND OTHER VARIOUS CHANGES STEEL NUTS AND BOLTS, UNLESS OTHERWISE SPECIFIED. REQUIREMENTS APPLY: FOUR FEET AWAY, MEASURED HORIZONTALLY, FROM THE WASTEWATER MAIN OR LATERAL. 3. WATER SERVICES SHALL BE SLEEVED UNDER THE PAVEMENT, AND 2' BEYOND THE BACK OF CURB WITH 4" PVC (1) A MINIMUM SEPARATION DISTANCE IS TWO FEET. MARK DATE DESCRIPTION 2. UNLESS OTHERWISE SPECIFIED, THE CONTRACTOR MAY DEFLECT WATER LINES A MAXIMUM OF 1 DEGREE PER JOINT. THIS DEFLECTION SHALL OCCUR ALONG THE BARREL OF THE PIPE AND NOT AT THE JOINT. (SCH 40). (II) IF A COLLECTION SYSTEM PIPE IS WITHIN NINE FEET OF A PUBLIC WATER SUPPLY PIPE, THE (B) NEW WATERLINE INSTALLATION - CROSSING LINES. INITIAL BACKFILL AROUND THE COLLECTION SYSTEM PIPE MUST BE (1) WHERE A NEW POTABLE WATERLINE CROSSES AN EXISTING, NON -PRESSURE RATED WASTEWATER MAIN OR SUBSTANTIALLY C. SANITARY SEWER: 4. WATER SERVICES WILL BE LEFT BETWEEN TWO (2') AND THREE (3') FEET DEEP AT THE POINT OF TERMINUS. (-A-) SAND STABILIZED WITH TWO OR MORE 80 POUND BAGS OF CEMENT PER CUBIC LATERAL, ONE SEGMENT OF THE WATERLINE PIPE SHALL BE CENTERED OVER THE WASTEWATER MAIN OR LATERAL SUCH 1. MANHOLES SHALL BE VACUUM TESTED AND SEWER LINES SHALL BE AIR TESTED, MANDREL TEST, AND TV CAMERA ALSO EACH POINT OF TERMINUS SHALL BE INSTALLED WITH A BALL VALVE. YARD OF SAND FOR ANY SECTION OF COLLECTION SYSTEM PIPE WITHIN NINE FEET OF A PUBLIC WATER SUPPLY PIPE. THAT THE JOINTS OF THE WATERLINE PIPE ARE EQUIDISTANT AND AT LEAST NINE FEET HORIZONTALLY FROM THE COMPLETE INSPECTED ACCORDING TO B/CS UNIFIED SPECIFICATION NO. 490 PRIOR TO ACCEPTANCE. (-B-) INSTALLED FROM ONE QUARTER OF THE DIAMETER OF THE COLLECTION SYSTEM PIPE BELOW THE CENTERLINE OF THE COLLECTION SYSTEM PIPE TO ONE PIPE DIAMETER (BUT NOT LESS THAN 12 CENTERLINE OF THE WASTEWATER MAIN OR LATERAL. THE POTABLE WATERLINE SHALL BE AT LEAST TWO FEET ABOVE THE WASTEWATER MAIN OR LATERAL. WHENEVER POSSIBLE, THE CROSSING SHALL BE CENTERED BETWEEN THE JOINTS ������ �� INCHES) ABOVE THE TOP OF THE COLLECTION SYSTEM PIPE. OF THE WASTEWATER MAIN OR LATERAL. IF THE EXISTING WASTEWATER MAIN OR LATERAL IS DISTURBED OR SHOWS SANITARY SEWER NOTES (PUBLIC & PRIVATE): (111) IF A COLLECTION SYSTEM CROSSES OVER A PUBLIC WATER SUPPLY PIPE, ONE OF THE FOLLOWING SIGNS OF LEAKING, IT SHALL BE REPLACED FOR AT LEAST NINE FEET IN BOTH DIRECTIONS (18 FEET TOTAL) WITH AT � �� ����®' CONSTRUCTION PROCEDURES MUST BE FOLLOWED: LEAST 150 PSI PRESSURE RATED PIPE. (1) EACH PORTION OF A COLLECTION SYSTEM PIPE WITHIN NINE FEET OF A PUBLIC WATER (11) WHERE A NEW POTABLE WATERLINE CROSSES AN EXISTING, PRESSURE RATED WASTEWATER MAIN OR LATERAL, ���� /� 1. WHEN MAKING A CONNECTION TO AN EXISTING SANITARY SEWER MANHOLE, CONTRACTOR SHALL PLUG SUPPLY PIPE MUST BE CONSTRUCTED OF CAST IRON, DUCTILE IRON, OR PVC PIPE WITH AT LEAST A 150 PSI ONE SEGMENT OF THE WATERLINE PIPE SHALL BE CENTERED OVER THE WASTEWATER MAIN OR LATERAL SUCH THAT t DOWNSTREAM END OF PROPOSED SANITARY SEWER. THE SEWER SHALL REMAIN PLUGGED UNTIL FINAL ACCEPTANCE PRESSURE RATING USING APPROPRIATE ADAPTERS. THE JOINTS OF THE WATERLINE PIPE ARE EQUIDISTANT AND AT LEAST NINE FEET HORIZONTALLY FROM THE CENTERLINE BY THE CITY. (11} A COLLECTION SYSTEM PIPE MUST BE ENCASED IN A JOINT OF AT LEAST t50 PSI OF THE WASTEWATER MAIN OR LATERAL. THE POTABLE WATERLINE SHALL BE AT LEAST SIX INCHES ABOVE THE CONSTRUCTION DRAWINGS PRESSURE CLASS PIPE THAT IS: WASTEWATER MAIN OR LATERAL. WHENEVER POSSIBLE, THE CROSSING SHALL BE CENTERED BETWEEN THE JOINTS OF ISSUED PRIOR TO THIS 2. UNLESS MANHOLES CAN BE MADE WATERTIGHT AND TESTED FOR NO LEAKAGE, THEY MUST BE INSTALLED SO AS THE WASTEWATER MAIN OR LATERAL. IF THE EXISTING WASTEWATER MAIN OR LATERAL SHOWS SIGNS OF LEAKING, IT TO PROVIDE A MINIMUM OF NINE FEET OF HORIZONTAL CLEARANCE FROM AN EXISTING OR PROPOSED WATERLINE. IF (-A-) CENTERED ON THE CROSSING; SHALL BE REPLACED FOR AT LEAST NINE FEET III BOTH DIRECTIONS (18 FEET TOTAL) WITH AT LEAST 150 PSI DATE ARE REPLACED BY THE NINE FOOT SEPARATION DISTANCE CANNOT BE ACHIEVED, THE WATERLINE MUST BE ENCASED IN A JOINT OF 150 (-B-) SEALED AT BOTH ENDS WITH CEMENT GROUT OR MANUFACTURED SEAL; PRESSURE RATED PIPE. THIS SET & SHOULD NOT PSI PRESSURE CLASS PIPE AT LEAST 18 FEET LONG AND TWO NOMINAL SIZES LARGER THAN THE WATERLINE. THE (-C-) AT LEAST 18 FEET LONG; (111) WHERE A NEW POTABLE WATERLINE CROSSES A NEW, NON -PRESSURE RATED WASTEWATER MAIN OR LATERAL BE USED FOR SPACE AROUND THE CARRIER PIPE SHALL BE SUPPORTED AT 5 FOOT INTERVALS WITH SPACERS OR BE FILLED TO (-D-) AT LEAST TWO NOMINAL SIZES LARGER THAN THE WASTEWATER COLLECTION AND THE STANDARD PIPE SEGMENT LENGTH OF THE WASTEWATER MAIN OR LATERAL IS AT LEAST 18 FEET, ONE THE SPRINGLINE WITH WASHED SAND. THE ENCASEMENT PIPE SHALL BE CENTERED ON THE CROSSING AND BOTH PIPE; AND SEGMENT OF THE WATERLINE PIPE SHALL BE CENTERED OVER THE WASTEWATER MAIN OR LATERAL SUCH THAT THE CONSTRUCTION. ENDS SEALED WITH CEMENT GROUT OR MANUFACTURED SEAL. (-E-) SUPPORTED BY SPACERS BETWEEN THE COLLECTION SYSTEM PIPE AND THE JOINTS OF THE WATERLINE PIPE ARE EQUIDISTANT AND AT LEAST NINE FEET HORIZONTALLY FROM THE CENTERLINE OF i ENCASING PIPE AT A MAXIMUM OF FIVE-FOOT INTERVALS_ THE WASTEWATER MAIN OR LATERAL. THE POTABLE WATERLINE SHALL BE AT LEAST TWO FEET ABOVE THE �Q�ti OF TEkq 1� 3. NO CAST -IN -PLACE MANHOLES SHALL BE USED. WASTEWATER MAIN OR LATERAL. WHENEVER POSSIBLE, THE CROSSING SHALL BE CENTERED BETWEEN THE JOINTS OF • (4) PUBLIC WATER SUPPLY PIPE AND COLLECTION SYSTEM MANHOLE SEPARATION. THE WASTEWATER MAIN OR LATERAL. THE WASTEWATER PIPE SHALL HAVE A MINIMUM PIPE STIFFNESS OF 115 PSI AT i it �I 4. ALL SANITARY SEWER PIPE 6" TO 15 SHALL BE SDR 26 PVC SEWER PIPE MEETING ASTM SPECIFICATION D-3034 5.0% DEFLECTION. THE WASTEWATER MAIN OR LATERAL SHALL BE EMBEDDED IN CEMENT STABILIZED SAND (SEE 00_ * ,,, _ HAVING A MINIMUM PIPE STIFFNESS OF 115, UNLESS OTHERWISE NOTED. (A) UNLESS COLLECTION SYSTEM MANHOLES AND THE CONNECTING COLLECTION SYSTEM PIPE ARE CLAUSE (VI) OF THIS SUBPARAGRAPH) FOR THE TOTAL LENGTH OF ONE PIPE SEGMENT PLUS 12 INCHES BEYOND THE � AB � WATERTIGHT, AS SUPPORTED BY LEAKAGE TESTS SHOWING NO LEAKAGE, THEY MUST BE INSTALLED A MINIMUM OF JOINT ON EACH END. 5. ANY AND ALL D.I.P. TO BE USED WILL HAVE BOTH EXTERNAL AND INTERNAL PROTECTION. EXTERNAL POI YFTHYI FNF TUBING OR DOURI F RF 8 S THICK PFR AYFR AND TIFD TO PIPF 3' NINE FEET OF HORIZONTAL CLEARANCE FROM AN EXISTING OR PROPOSED PUBLIC WATER SUPPLY PIPE. (1V) WHERE A NEW POTABLE WATERLINE CROSSES A NEW, NON -PRESSURE RATED WASTEWATER MAIN OR LATERAL 8583 ..q-00 - l� ..<<�C WRAP WII I MII I AT MAXIMUM AND A STANDARD LENGTH OF THE WASTEWATER PIPE IS LESS THAN 18 FEET IN LENGTH THE POTABLE WATER PIPE NSAI � r INTERVAL (IF LAID), OR BANDED TO PIPE AT 1' MAXIMUM INTERVALS (w/SCREW-TIGHTENED STEEL BANDS) (IF (B) IF A NINE -FOOT SEPARATION DISTANCE CANNOT BE ACHIEVED, THE REQUIREMENTS IN PARAGRAPH SEGMENT SHALL BE CENTERED OVER THE WASTEWATER LINE. THE MATERIALS AND METHOD OF INSTALLATION SHALL JACKED). INTERNAL POLYETHYLENE (OR POLYURETHANE) LINER (OR COATINGS) WILL BE 40 MILS THICK. (3) OF THIS SUBSECTION APPLY. CONFORM WITH ONE OF THE FOLLOWING OPTIONS. (1) WITHIN NINE FEET HORIZONTALLY OF EITHER SIDE OF THE WATERLINE, THE WASTEWATER PIPE AND 6. CONTRACTOR SHALL INSTALL DRIP PAN ON EACH SANITARY SEWER MANHOLE LOCATED IN PAVEMENT. JOINTS SHALL BE CONSTRUCTED WITH PIPE MATERIAL HAVING A MINIMUM PRESSURE RATING OF AT LEAST 150 PSI. AN ABSOLUTE MINIMUM VERTICAL SEPARATION DISTANCE OF TWO FEET SHALL BE PROVIDED. THE WASTEWATER MAIN OR 7. NO SANITARY SEWER SERVICE WILL BE LEFT MORE THAN 3.5 FEET DEEP AT THE POINT OF ITS TERMINUS. LATERAL SHALL BE LOCATED BELOW THE WATERLINE. (11) ALL SECTIONS OF WASTEWATER MAIN OR LATERAL WITHIN NINE FEET HORIZONTALLY OF THE WATERLINE SHALL BE ENCASED IN AN 18-FOOT (OR LONGER) SECTION OF PIPE. FLEXIBLE ENCASING PIPE SHALL HAVE A MINIMUM PIPE STIFFNESS OF 115 PSI AT 5.0% DEFLECTION. THE ENCASING PIPE SHALL BE CENTERED ON THE WATERLINE AND SHALL BE AT LEAST TWO NOMINAL PIPE DIAMETERS LARGER THAN THE WASTEWATER MAIN OR LATERAL. THE SPACE AROUND THE CARRIER PIPE SHALL BE SUPPORTED AT FIVE-FOOT (OR LESS) INTERVALS WITH SPACERS OR BE FILLED TO THE SPRINGLINE WITH WASHED SAND. EACH END OF THE CASING SHALL BE SEALED WITH WATERTIGHT NON -SHRINK CEMENT GROUT OR A MANUFACTURED WATERTIGHT SEAL. AN ABSOLUTE MINIMUM SEPARATION DISTANCE OF SIX INCHES W BETWEEN THE ENCASEMENT PIPE AND THE WATERLINE SHALL BE PROVIDED. THE WASTEWATER LINE SHALL BE LOCATED ` Z / = a BELOW THE WATERLINE. X Q (Ili) WHEN A NEW WATERLINE CROSSES UNDER A WASTEWATER MAIN OR LATERAL, THE WATERLINE SHALL 0, BE ENCASED AS DESCRIBED FOR WASTEWATER MAINS OR LATERALS IN SUBCLAUSE (11) OF THIS CLAUSE OR 0 w F- CONSTRUCTED OF DUCTILE IRON OR STEEL PIPE WITH MECHANICAL OR WELDED JOINTS AS APPROPRIATE. AN >fl w j ABSOLUTE MINIMUM SEPARATION DISTANCE OF ONE FOOT BETWEEN THE WATERLINE AND THE WASTEWATER MAIN OR LATERAL SHALL BE PROVIDED. BOTH THE WATERLINE AND WASTEWATER MAIN OR LATERAL MUST PASS A PRESSURE u Q Z p m z cc = 0 AND LEAKAGE TEST AS SPECIFIED IN AWWA C600 STANDARDS. c r h 0 V) O (V) WHERE A NEW POTABLE WATERLINE CROSSES A NEW, PRESSURE RATED WASTEWATER MAIN OR V >_ LATERAL, ONE SEGMENT OF THE WATERLINE PIPE SHALL BE CENTERED OVER THE WASTEWATER LINE SUCH THAT THE JOINTS OF THE WATERLINE PIPE ARE EQUIDISTANT AND AT LEAST NINE FEET HORIZONTALLY FROM THE CENTER LINE OF Q O Q_ THE WASTEWATER MAIN OR LATERAL, THE POTABLE WATERLINE SHALL BE AT LEAST SIX INCHES ABOVE THE 0 J Q WASTEWATER MAIN OR LATERAL. WHENEVER POSSIBLE, THE CROSSING SHALL BE CENTERED BETWEEN THE JOINTS OF � � m THE WASTEWATER MAIN OR LATERAL. THE WASTEWATER PIPE SHALL HAVE A MINIMUM PRESSURE RATING OF AT LEAST O r � � L� < 150 PSI. THE WASTEWATER MAIN OR LATERAL SHALL BE EMBEDDED IN CEMENT STABILIZED SAND (SEE CLAUSE (V) v, � W 0 W i O OF THIS SUBPARAGRAPH) FOR THE TOTAf 1 FNGTH OF ONF PIPF SFGMFNT PI US 12 INCHES BEYOND THE JOINT ON w EACH END. G Ld Q Z Z (VI) WHERE CEMENT STABILIZED SAND BEDDING IS REQUIRED, THE CEMENT STABILIZED SAND SHALL HAVE A 0 ,,� W O U) MINIMUM OF 10% CEMENT PER CUBIC YARD OF CEMENT STABILIZED SAND MIXTURE, BASED ON LOOSE DRY WEIGHT W T 3: U W VOLUME (AT LEAST 2.5 BAGS OF CEMENT PER CUBIC YARD OF MIXTURE). THE CEMENT STABILIZED SAND BEDDING � Ld SHALL BE A MINIMUM OF SIX INCHES ABOVE AND FOUR INCHES BELOW THE WASTEWATER MAIN OR LATERAL. THE USE z OJ J OF BROWN COLORING IN CEMENT STABILIZED SAND FOR WASTEWATER MAIN OR LATERAL BEDDING IS RECOMMENDED FOR THE IDENTIFICATION OF PRESSURE RATED WASTEWATER MAINS DURING FUTURE CONSTRUCTION. � � 0 m O O V � U 0 (5) WATERLINE AND WASTEWATER MAIN OR LATERAL MANHOLE OR CLEAPJOUT SEPARATION. THE SEPARATION co0 �- V DISTANCE- FROM A POTABLE WATERLINE TO A WASTEWATER MAIN OR LATERAL MANHOLE OR CLEANOUT SHALL BE A J MINIMUM OF NINE FEET. WHERE THE NINE -FOOT SEPARATION DISTANCE CANNOT BE ACHIEVED, THE POTABLE WATERLINE W SHALL BE ENCASED IN A JOINT OF AT LEAST 150 PSI PRESSURE CLASS PIPE AT LEAST 18 FEET LONG AND TWO NOMINAL SIZES LARGER THAN THE NEW CONVEYANCE. THE SPACE AROUND THE CARRIER PIPE SHALL BE SUPPORTED I AT FIVE-FOOT INTERVALS WITH SPACERS OR BE FILLED TO THE SPRINGLINE WITH WASHED SAND. THE ENCASEMENT '---- PIPE SHALL BE CENTERED ON THE CROSSING AND BOTH ENDS SEALED WITH CEMENT GROUT OR MANUFACTURED SEALANT. (6) LOCATION OF FIRE HYDRANTS. FIRE HYDRANTS SHALL NOT BE INSTALLED WITHIN NINE FEET VERTICALLY OR HORIZONTALLY OF ANY WASTEWATER MAIN, WASTEWATER LATERAL, OR WASTEWATER SERVICE LINE REGARDLESS OF CONSTRUCTION. CLIENT INFORMATION AMERICAN CAMPUS COMMUNITIES (OP), LP (7) LOCATION OF POTABLE OR RAW WATER SUPPLY OR SUCTION LINES. SUCTION MAINS TO PUMPING EQUIPMENT c/o CHUCK CARROLL SHALL NOT CROSS WASTEWATER MAINS, WASTEWATER LATERALS, OR WASTEWATER SERVICE LINES. RAW WATER SUPPLY 12700 HILL COUNTRY BLVD., STE. T-200 LINES SHALL NOT BE INSTALLED WITHIN FIVE FEET OF ANY TILE OR CONCRETE WASTEWATER MAIN, WASTEWATER AUSTIN, TX 78738 LATERAL, OR WASTEWATER SERVICE LINE. CCARROLLQAMERfCANCAMPUS.COM PH: (512) 732-1000 (8) PROXIMITY OF SEPTIC TANK DRAINFIELDS. WATERLINES SHALL NOT BE INSTALLED CLOSER THAN TEN FEET TO FX: (512) 732-2450 SEPTIC TANK DRAINFIELDS. FILENAME: 0418CV1 B I SCALE: N/A SUBMITTED DATE: 2/23/11, 4/4/11, 4/20/11 DRAWN BY: R.A.M. CHECKED BY: R.A.M. FIELD BOOK: 13 PAGES:46-75 RME CONSULTING ENGINEERS CLIENT NO. PROJECT NO. 178 - 0418 ' U E3 SHEET 3 OF 32 III PLAN 4 _ - - -• --'`` - ORTH APPROXIMATE LOCATION OF c� f ���.15 r — SPRINT U FIBER OPTIC FIBER OPTIC MARKER tt � { 7 �1/2" LR. -1 fL03 O��` EXISTING — — — — — — -- — "" r — 42"0 C.M.P. ` 0 60 7120 - - ----` L M fly ,6 FF FF (.� 20' P.U.E. _ FF FF scnr.E: ><•• = 60 —-----'— PACIFIC t— (10017/7) / FF FF __ _ -` t o 1 P. ' _ - V �ON U RIGHT © >I,_ o — - FF�t 1 rr ` _ �-- '^- — FIBER OPTIC � .l" -! -� r �� �� i / —�- FF �- -- _ _ 19430.50_ in � FF � — � � � CONCRETE WASHOUT - S q.Q' 15»�E LOCATED WHERE REQUIRED It 29BY CONTRACTOR ["n _ " 31-7 f _ _ � •.'_. FF �-- - � 6�� / 20' P.U.E. 3]8- _ — _ _ FF 1 ' - IL ' ���� (10017/7) - FF FF FF /� — __-- -- - e� / - - - - - - _ _ - �» tt �'- ' �-- FF ,30 S.Y. OF ROCK RIP -RAP / _ CABLE `� FF �' — -= w/FILTER FABRIC, PLACED IN / _ �2 ! P ` ` �2]` ' FF ` - - - _ CONCRETE GROUT AT '-''+I -+ FF FF � - - - - - ' -' _ '- - _ 30 S.Y. OF ROCK RIP -RAP DISCHARGE POINT - 8 D TO F F i f REMOVE EXISTING - w/FILTER FABRIC, PLACED IN 12 STONES (40 LB MINIMUM) ' t \ — t IPB - CHAIN -LINK FENCE CONCRETE GROUT AT / -- --- _ IPB �i 1 M.H. (1 .■.nt 1 ' �IBRKERPTIC <� `'' \ — — — \ \ \ o OVERFLOW - 8"0 TO 12"0 / / / ` �' �IPB \ 1 1 �I "� • 1 t _ o Ipg \ o STONES (40 LB MINIMUM) ✓ \ 1 0 �� .� \ o ..` ` / / IPB CONTRACTOR SHALL PLACE SILT FENCING UNTIL ADEQUATE MEASURES ARE IN - L P TYPICAL INLET PROTECTION v Ipg PLACE TO KEEP SILT FROM _ J IPB - - _ - TRAFFIC SIGN l � � � \ � \ o o BARRIER -PLACED AT 7g o o DISCHARGING INTO DRIVE o o AND/OR CREEK \ ALL INLETS UNTIL GROUND -n \ TYPICAL INLET PROTECTION REMOVE EXISTING COVER HAS BEEN - _ - - — e BARRIER - PLACED AT t \� ,\ CHAIN -LINK FENCE - ` - ESTABLISHED i / / - �' COVERALL LETS HAS BEEN GROUND \ LOT 1, BLOCK ONE o Q \ \(16.673 ACRES y` - - - ESTABLISHED , , 10' P.0 A� \ �_`_ IPB o \/ -_ / -n (10017 ) 1 1 0 REMOVE EXISTING P. WROUGHT -IRON FENCE - o \ IPB AS REQUIRED TO INSTALL - - - �- IPB - _ - _ IPB - _ f _ _ , - IPB IPB I\\ \ IPB _ PEDESTRIAN GATE - SEE SHEET Ci A A- �\ SAW CUT & REMOVE IPB , EXISTING CURB - AS \\`\ REQUIRED FOR o `' REMOVE EXISTING - IPB \ _ ' -�► t / PPROXIMATE CATION SIDEWALK RAMP \ ~ 322- - - - - ` IPB A323 •'` t f— y o \ o - - - - CHAIN -LINK FENCE ��,,� uBuc S/�P$TARY SE11 LINE A.1 �' \ \ o o 323 - - _ 1 IPB - - _ CONTRACTOR SHALL PLACE Ipg ,�2 , �' ' P.P. � � — i .E. \ - \ 3 - , ^' ' ' - /' SILT FENCING UNTIL j / ( I (6 / 1�\ VARIABLE_wIDTL1 - \ z4, - - - - - o / ADEQUATE MEASURES ARE IN 1/2- I.R. q 0.238 AC P.U.E. �2 REMOVE & RELOCATE . 2806) `` -� �_ PLACE TO KEEP SILT FROM � REMOVE jRELOCATE (ORDINANCE No [ � � -- ~-- -- DISCHARGING INTO DRIVE , 1 EXISTING TRAFFIC SIGN 1 \ \ DOWNGUY -SEE P.P. \ AND/OR CREEK SAW CUT & REMOVE - AS REQUIRED DEMOLITION NOTE 16 \ I °° ( OW OR FO RLY ��� `\ ' �� - - - -- - _ ! _ �zs , _ `� / EXISTING CURB & + "- # q, SIDEWALK - AS j AC P C L,LWAY LLA \ o _ - -, SAW CUT &REMOVE REQUIRED SA EXISTING CURB VE t HONE V E 6869, PA M. o - REMOVE EXISTING o EXISTING CURB & SIDEWALK - A n R \ = KER CHAIN -LINK FENCE Ipg SIDEWALK - AS IPB IPB REQUIRED ` C�4LLAW DIVISIO SE TWO 1/2" I.R. o �' o o \ REQUIRED IPB t _ LO BLOCK /ONE / \ i (VOLUME 6869, PAGE 99) G — �-- _ — \ — — — — P.P. M,.9 .9 \ 9 N 22 03 32 W - 1 274.E FF FF FF �I FF FF FF FF FF FF FF FF FF FF FF FF o - _ 2S_ TRAFFIC SIGN _ •".....S•(•` •�'\ C.I. I1 �! � _ G.v. S/W•MA•• 6 „ „ MO 1/2- I.R. P.U.E. (10017/7) �......MATE •.Y.•.•TRAFFIC SIGN 10' APPROXIMARION PUGH DRIVE 0- ELBORN�i�TRAFC SIGN ,,.. r WATER LINE �I (86' RIGHT-OF-WAY) J.B. - - - - - - - G. V. M 8I M„ 9I M„8l A1„ 8I M„8 L M„8I M„8I M„B I M„8 i M..B L M„8 L 5;,8I M„8l M„9 M„9 M„9 M„9 M„9 G.V. I M„OI — — — — �n 00 CALLAWAY SUBDIVISION. PH 3: LOT 1 — BLOCK ONE 801 MARION PUGH DRIVE COLLEGE STATION, TX VICINITY MAP 2154 G.V. #t,,, j F.H. G.V. / o¢. ov S s rroP CALL BEFORE YOU DIG TEXAS ONE CALL SYSTEM 1-800-245-4545 (AT LEAST 72 HOURS PRIOR TO DIGGING) WARNING!!: TEE CONTRACTOR IS TO LOCATE .ANY AND ALL UTILITIES PRIOR TO CONSTRUCTION :AND IS SOLELY RESPONSIBLE FOP. ALL D,AIIAGES TO EXISTING UTILITIES DLT. TO .ANY CONSTRUCTION ACTIVITY. SYMBOL & LINE LEGEND 0 POWER POLE 0 LIGHT POLE GUY WIRE ANCHOR ® GAS PIPELINE RISER . mwv WATER VALVE ®WM WATER METER ❑®DCV DOUBLE CHECK VALVE ID EV ELECTRIC VALVE OBV BALL VALVE OEM ELECTRICAL TRANSFORMER (DCM GAS METER OO MH MANHOLE 6C.O. CLEANQUT 4FI FIRE HYDRANT sip TELEPHONE PEDESTAL mm AREA INLET EJB JUNCTION BOX 0-:4AL AREA LIGHT (GROUND) 0 PB FIXED PIPE BOLLARD CURB INLET - - - BUILDING SETBACK LINE ------- PROPERTY LINE -------- EASEMENT LINE P,U.E. PUBLIC UTILITY EASEMENT PLAN NOTES: 1. REFER TO SHEET COA & CO.2 FOR EROSION CONTROL AND MISC. CONSTRUCTION NOTES. 2. REFER TO SHEET C1.2A, C1.213, C1.2C & C3.2 FOR GRADING AND DRAINAGE CONSTRUCTION DESIGN & DETAILS. 3. REFER TO LAND DESIGN PARNTERS DRAWINGS FOR SEEDING AND SODDING REQUIREMENTS. T.B.M. #1: R.R. SPIKE IN POWERPOLE LOCATED IN THE SOUTHWEST CORNER OF THE INTERSECTION OF MARION PUGH DRIVE AND LUTHER ROAD. (ELEV. = 331.75'-NAD 83) T.B.M. 2�: SQUARE CHISELED IN SOUTHWEST CORNER OF CURB INLET LOCATED ON THE WEST SIDE OF MARION PUGH DRIVE. CURB INLET LOCATED IS LOCATED JUST NORTH OF ITS INTERSECTION WITH HOLLEMAN DRIVE. (ELEV. = 324.18'-NAD 83) _EROSION CONTROL LEGEND FILTER FABRIC FENCE FF (REINFORCED FFF MAY BE REQ'D IN THESE AREAS) RFB REINFORCED FILTER FABRIC FENCE SC STABILIZED CONSTRUCTION ENTRANCE Fl`P_Bj INLET PROTECTION BARRIER (PH 2) r � 7607 EASTMARK DR., STE. 25OF <77840> POST OFFICE BOX 9253 COLLEGE STATION, TEXAS 77842 EMAIL: civil(armengineer.com OFFICE - (979) 764-0704 FAX - (979) 764-0704 TEXAS FIRM REGISTRATION No. F-4695 SURVEYOR KERR SURVEYING, LLC 505 CHURCH STREET COLLEGE STATION, TX 77841 OFF: (979) 268-3195 FAX: (979) 691-8904 GRADING ADJUSTMENTS THROUGH SITE /lN 6/20/11 (+0.85') AND OTHER VARIOUS CHANGES MARK DATE DESCRIPTION SUBSTANTIALLY COPLETE IUE FOR CONSTRUCTION 4/2011 i CONSTRUCTION DRAWINGS ISSUED PRIOR TO THIS DATE ARE REPLACED BY THIS SET & SHOULD NOT BE USED FOR CONSTRUCTION. �1s%%Xx\xi1 OF TEXT 1ltt i .. ✓ 8583 i tt� s Z Q J � a M w z?x �Q ~ 0 �- z x _ .B"I M. #1 _..--_.._-..----__ P.P. — - — - — \ ELEV.=331.75' _ — — — — — — — — _ _ _ — - - �--3Ho- - _ -3Hd- _ — -3rAo- --�-3HO- -3HC� - - -3 0- - - -3H0 - - -3H0 - - -3HO-- - - —I —3HC+- - - -3H0- - - -3HCr 3H0- - - -- 4 3HO- - - -3HO- - - -3HO- - - -3HO- - - -3H0- - - - 3Hd - - -CIO -�-3H0 - - -3HG- - - -t? 3HO- - - -3HG- - - -3HCf- - - -3HC3- - - -3H0- - --(Q-3H0 - - �T.B,M �2 - P.P. P.P. P.P. P.P. P.P. r , < z - Z 0 APPROXIMATE LOCATION OF P.P. ELEV.=324.18' 18" PUBLIC WATER LINE » » 0 Z) m O METAL T POST 0 — 0 INSTALL (IF NECESSARY) 12"0 DIP DRAIN PIPE @ LOW POINT TO PROVIDE ADEQUATE CROSS -DRAINAGE NOTE: DRESS WITH SUFFICIENT STONE AND WIDTH & LENGTH OF ENTRANCE TO PREVENT CONSTRUCTION TRAFFIC FROM TRACKING MUD ONTO ACCESS STREET. 3" TO 5"0 STONE (ASTM D448) GEOTEXTILE FABRIC EXISTING SUBGRADE 12' (MIN) ACCESS STREET CROSS-SECTION CONSTRUCTION ENTRANCE N.T.S. HAY BALE BARRIER FENCE, SEE DETAIL THIS SHEET AREA INLET z EXISTING GRADE SET HAY BALE FENCE 6" TO 18" AWAY FROM AREA INLET INLET SILTATION CONTROL - N.T.S. 1 EXISTING SUBGRADE E Il 0 z PLASTIC LINER �t- WIRE MESH FENCE V) LLJ F_ a �- Q a N 18" MIN GEOTEXTILE BAGS FILLED (ATTACHED TO POST) 0 w (n zjm WITH SAND OR GRAVEL FILTER FABRIC w W 0 v z O 1 1 TO ANCHOR PLASTIC LINER —j1 (ATTACHED TO WIRE FENCE) w � � 0 t I= 1 "At, O Q J w N DETAIL � O - - ELEVATION VIEW 0 in 0 WASTE MATERIAL OR N�i�i�i�i�i�i�i�s�� yi�i�i��i�i�..�i COMPACTED WASTE r ram. ,. • ZSUBGRADE a-ii�r��� ♦ �����������. • �I�L�I h,�i ilahlS�I��TOGETHER WITH NYLON CORD Lli ?a .s ems. a:.s�xe_..:III I _'a . s$3 a. • ! I� t. �TED Ell' FOR- w • I� .. 8'x8' BOTTOM PIT AREA (MIN) GEOTEXTILE BAGS FIL WITH SAND OR GRP TO ANCHOR PLASTIC LI TOP a_ 0 qw t PLAN VIEW CONCRETE WASH OU T N.T.S. 18" MIN V11 JUN � 8 2011 CLIENT INFORMATIONFRONT VIEW COLLEGEAMERICAN CAMPUS COMMUNITIES (OP), LP c/o CARROLL ENGINEERING 12700HUCK HILL COUNTRY BLVD., STE. T-200 3' LONG METAL "T" 24" HIGH AUSTIN, TX 78738 ® 10' SPACING MANUFACTURED BY SILT CCARROLL@AMERICANCAMPUS.COM O.C. (MAX) STOP OR EQUIVALENT PH: (512) 732-1000 FX: (512) 732-2450 EXISTING GROUND /� ~� COMPACTED FILL FILENAME:0418SEClB I SCALE: 1"=60' ' SUBMITTED DATE: 2/23/11, 4/4/11, 4/20/11 DRAWN BY: R.A.M. /WIRE & SILT FENCE CHECKED BY: R.A.M_ SEE DETAIL "A" ay/ BURIED 6 BELOW GRADE FIELD BOOK: 13 PAGES:46-75 RME CONSULTING ENGINEERS (DOWNSTREAM) (UPSTREAM) CLIENT NO. PROJECT NO. �! 1 78 0418 SIDE VIEW NOTE: 1 INSTALL ALL EROSION C CONTROL MEASURES INNM - _ SILT FEN CI N G SACCORDANCE WI TANDARD DE AIL B/CS N.T.S. SWPP1-03 SHEET 4 OF 32 UTILITY DEMAND SUMMARY: METER BANK SIZES: -- f BUILDING TYPE 1 BUILDING TYPE 2 BUILDING TYPE 3 METER #1 - (3" METER) - BUILDINGS No. 29 thru No. 32 2154 PEAK PEAK PEAK METER #2 - (3" METER) - BUILDINGS No. 36 thru No. 393E (� N , • �- r METER #3 (3" METER} BUILDINGS No. 27, 28, 34, & 35 Q A� -�" " NORTH USE AVG. (X4.0) AVG. (X4.0) AVG. (X4.0) METER #4 - (2" METER) - COMMUNITY CENTER, BUILDING 40 & BUILDINGS No. 25 1�L��1 �� SEWER (gpd) 1,600 6,400 2,400 9,600 1,600 6,400 METER #5 - (3" METER) - BUILDINGS No. 3 thru 5, 15 & 16 WE - �.- ----"' (� WATER (gpm) 7 28 10.5 42 8 32 METER #6 - (3" METER) - BUILDINGS No. 17 thru 19, 23 & 24 r _� ROAD 1 METER #7 - (3" METER) -BUILDINGS No. 5 thru 10 &BUILDINGS No. 12 thru 14 �-- �,1F'C RA1l. 20' P.U.E. f p A 1 (1DQ17 7 COMM. CENTER MAINTENCE BLDG. SITE TOTAL METER #8 - (2 METER) - BUILDINGS No. 20 thru 22 yip`() I ) METER #9 - (3/4" METER) - MAINTENANCE BUILDING (BUILDING 11 & 41) U� RIGNT-'0E- 1 WATER PEAK PEAK PEAK (100 M . , , , t y METER #9 �0 6 ' 120 USE AVG (x4.0)AVG(X4.0)AVG��x4.0)(x4.0) METER NOTE: ALL MASTER METERED BUILDINGS/UNITS SHALL BE PLUMBED IN A �t �„•• "' ( SEWER (gpd) 1,350 5,400 150 600 65,500 262,000 MANNER SO THAT ALL INDIVIDUAL DWELLING UNITS CAN BE INDIVIDUALLY METERED f� GALE: 1 = �O' WATER '(gpm) 3.4 13.75 1.7 6.75 287.1 1,148.5 IN THE FUTURE. r ` E_.,-�'""'r" � � 41 2Q` � L 75 * I -1:1 ' IRRIGATION (gpm) 45 45 METER8 UTILITY DEMAND NOTES:. Q _ ,--- r- 1. PEAK WATER SHALL BE DETERMINED BY THE BUILDING CODE - FIXTURE COUNT METHOD 40+ �,,,••• 430.5 - 4 FOR THIS NEW RESTAURANT FACILITY. 20' P.U.E. S 2g_,._,,._.. ` 339 I El 2. SANITARY SEWER AVERAGE DAILY FLOW WAS DETERMINED BY THE B/CS METHOD 2 - (10017/7) Q.FT. LAND USE DETERMINATION. -�'_ -`� 21 F. - 10 t 3. IRRIGATION DEMAND IS THE PEAK DEMAND AND IS AN ESTIMATE AND SHOULD BE VERIFIED �- 22 2O 4 BY THE IRRIGATOR. .•"+�""! / + t it i III i l t IB.L- -�. 26 7 I f t l i M f V I 1 i , 1 t I i 1 1 2 + y 180 251 262 PROPOSED 78O PRO ECTRIC S D `fir 3 SQ.FT. SOFT. Q.FT. IE E IC E MT. SQ.FT . � I I E NOTE 4) f - r "�`+ N ^n �.-- i ¢81 12 28 S E NTT 2 ) fflo� '_ 1s so ' ® X 1 CT1 p �r ! 1 i t i! t, t i t ! t , t i - + 1 _ 18D `� SQ.FT. PROPOSED 481 I 4 �180 ELEt;TRI(; SQ.FT. (E 4 1tit \ ` , - 28 27 I 1 (23 I1 19 - d r I 476 ,Q.FT. I 26 1 1 25 24- \ \ PROPOSED ELECTRIC ( I - - { 1 WATER - 13 \ 29 �� ® WATER ESMT. (SEE NOTE #24) �}.,I ; I METER #6 13 4 r METER #3 I 1 ri #1 _ EARLY DELIVERY } t = Ito PACKAGE (PHASE 1 & 2)Lu \ 30 - I - 34 35 ! I - REFER TO SHEETS 1 i 18 1_-- WAWATER C1.1A-C1.1C & 17 1 t \ _ 1 o METER #7 r'_ r L1.1A-L1.1C FOR PHASING r s 17. - `�`- 10' P. . _ _ _ NOTES & REQUIREMENTS _--- -- _-_-- _ \ `� !PROPOSED P OSED I " - I fi - & CIVIL SITE NOTE #12 P O 0 E �S6o 73 12 3� \ \ \•i� ELECTRIC l�. SEE - - - - ,11i,jIt s. ,, ,t,.:,!: - - - \ \ ESMT. (SE 33 „24 I ELECTRIC ESMT. 180 POOL HOUSE I I ' ,� (SEE NOTE f24) 1 _t SQ.FT. l PHASE 2 333 333 ' e NOTE #24) a I(SEE NOTE #24) 180 2K2 I ( {{ 14 SQ.FT, 5 FT. ( SQ.FT.` SOFT. 50 il 13 1 "' I• ` - TEMPORARY ROLL -OUT ,3 i 1"s L5 ELI 31 _ 15 _rt - -' 40 / CONTAINERS, CIVIL SITE i i t , _ � 1s y (SEI ` ' NOTE #25--� � ` \ « ,` tao J WATER lC- 2 P.U.E. �� l r - - _ SQ.FT. - 0 ETER #4 y (s /99) Z 1� -I 37 36 a = 16 15 3 - �' __ = 1 _------- - j � 1 PHASE 3 Ie WATER I -- -- i 32 - METER #2 I PHASE 1 �- I I � VARIA WIDTH - .� � 1 � Ill - 0.23 C P.U.E. - (ORDINANCE 2806)� r- 38 39 �P��. , 2 I+4 I l 7 J ER METER T#5 f NOW OR FO RLYit ' 0 AC P (CALLWAY LLA,Sa, L434 10 45 V E 6869, PA �.�' \O ` I I SQ.FT. 7 SQ. FT 12 18015 q34gg 6 aQ.FT SQOFT. 513 180 •� �� 19 _ SQ. - •' \ ♦ \ ( ` I SQ.FT- Q.FT. - 'q3 _j �k[ SQ.FT. SQ.FT. C�LLAW BDIVISIO , SE TWO LOTd, BLOCK ONE (VOLUME 6869, PAGE 99) ZONED- R 6 CALLAWAY SUBDIVISION. PH 3: LOT 1 - BLOCK ONE 801 MARION PUGH DRIVE COLLEGE STATION, TX ��: F � �0 2154 �' 2818 VICINITY MAP 50� G = M 0 25' B.L. 10' P.U.E. (10047/7) ! 1 IT17 J!&l r- - ADJ. HIGH I = /S6' OPP. RIGHT=360' BUILDING SUMMARY BLDG. BLDG. BUILDING TYPE 1: 2-STORY (29'-4" MAX) NO. TYPE NO. TYPE GROSS AREA = 6,933 SQ.FT. FOOTPRINT AREA = 4,331 SQ.FT. 1 N/A 21 1 DWELLING UNITS (4 BEDS) = 4 BEDCOUNT/BUILDING = 16 BUILDING TYPE 2: 2-STORY (29'-4" MAX) 2 N/A 22 1 3 1 23 1 GROSS AREA = 10,304 SQ.FT. FOOTPRINT AREA = 6,405 SQ.FT. DWELLING UNITS (4 BEDS) = 6 BEDCOUNT/BUILDING = 24 4 2 24 2 5 2 25 2 6 1 26 2 BUILDING TYPE 3: 1-STORY (19'-4" MAX) GROSS AREA = 5,684 SQ.FT. DWELLING UNITS (4 BEDS) = 4 7 3 27 1 8 1 28 1 BEDCOUNT/BUILDING = 16 BUILDING No. 1 COMMUNITY CENTER: 1-STORY (29'-0" MAX) 9 1 29 3 10 1 30 1 11 N/A 31 1 GROSS AREA = 7,502 SQ.FT. BUILDING No. 2 MAIL CENTER: 1-STORY (16'-0" MAX) GROSS AREA = 225 SQ.FT. 12 1 32 1 13 1 33 1 14 1 34 1 BUILDING No. 11 MAINTENANCE BLDG: 2-STORY (29'-0" MAX) GROSS AREA = 2,060 SQ.FT. FOOTPRINT = 1,078 SQ.FT. 15 2 35 1 16 1 36 1 17 1 37 1 BUILDING No. 41 STORAGE BLDG: 1-STORY (16'-0" MAX) GROSS AREA = 606 SQ.FT. 18 2 38 1 19 2 39 1 20 1 40&41 N/A 1=7 7 � \ 7 7 __L _u N 220 03r 32w W 1, 274. 3r - - - - no BUS STOP ago � n ` ADJ. LEFT= 450' M ARI ON PU GH DRIVE ADJ. RIGHT=450' OPP. LEFT=770' (86' RIGHT-OF-WAY) OPP. RIGHT=810' ESMT. _ #24) ml 0 So FDT. 25' ADJ. LEFT=309' OPP. LEFT=320' n ® 0' CIVIL SITE NOTES: CIVIL SITE NOTES (cont'd): 1. THIS TRACT DOES NOT LIE WITHIN THE FLOOD PLAIN AS GRAPHICALLY DEPICTED ON F.E.M.A.- FIRM 13. NO WASTEWATER WILL BE GENERATED FROM THIS SITE BY CLEANING/WASHING OF EQUIPMENT OR COMMUNITY PANEL NO. 48041C 0144C & 48041C 0182C BOTH WITH AN EFFECTIVE DATE OF JULY 2, 1992. VEHICLES. SANITARY SEWER GENERATED FROM THIS SITE WILL BE NORMAL DOMESTIC WASTEWATER BY DEFINITION. 2. DESIGNATED HANDICAP PARKING SPACES, WALKS & RAMPS SHALL MEET ALL TAS & ANSI STANDARDS. 14. SITE LIGHTING, DIRECTIONAL SIGNS, MENU BOARDS, DETECTORS & OTHER SITE APPURTENANCES ARE 3, ALL ROOF & GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED SO SHOWN FOR REFERENCE AND ILLUSTRATION ONLY. THE CONTRACTOR SHALL COORDINATE THESE ITEM'S AS NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 150 FEET OF THE INSTALLATIONS WITH THE PROPER DESIGN CONSULTANT. MONUMENT OR FREE-STANDING SICNS AND SUBJECT LOT, MEASURED FROM A POINT FIVE FEET ABOVE THE GRADE. THIS SCREENING SHALL BE BUILDING SIGNANGE IS PERMITTED SEPARATELY AND MUST COMPLY WITH THE UNIFIED DEVELOPMENT ORDINANCE. COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE. 4. ENHANCED PAVING FOP CONCRETE SIDEWALKS SHALL CONSIST 0! CITI IER BRICK PAVERS OR STAMPED 15. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.10 OF THE UNIFIED c o c� c c r i CONCRETE. COLOR AND PATTERN SHALL BE DETERMINED BY THE OWNER, BUT GREY OR NATURAL CONCRETE DEVELOPMENT ORDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT BELOW M OPAQUE HOUSING AND NO ER COLORS ARE NOT PERMITTED. FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE. 5. WHEN BUILDING SETBACKS AND EASEMENT LINES OVERLAP ONLY THE EASEMENT LINE IS SHOWN. 16. NO COMBUSTIBLES WILL BE ALLOWED ON SITE UNTIL ALL-WEATHER ROADS AND FIRE HYDRANTS HAVE BEEN ACCEPTED BY THE CITY CALL BEFORE YOU DIG TEXAS ONE CALL SYSTEM 1-800-245-4545 (AT LEAST 72 HOURS PRIOR TO DIGGING) WARNING!!: THE CONTRACTOR IS TO LOCATE ANY AND ALL UTILITIES PRIOR TO CONSTRUCTION &ND IS StH.ELU RESPONSIBLE FOR ILL D.MUG£S TO EXISTING UTILITIES DIT TO ANY CONSTRUCTION ACTIVITY. PROPERTY INFORMATION CALLAWAY SUBDIVISION, PH 3 LOT 1, BLOCK ONE (VOL. 10017, PG. 7) (16.673 ACRES or 726,310 SQ.FT.) ZONED: R-4 NOW OR FORMERLY AMERICAN CAMPUS COMMUNITIES OPERATING PARTNERSHIP, LP (VOL. 9703, PG. 59) PLAN NOTES: 1. REFER TO SHEET CO.1 & CO.2 FOR SITE, PARKING, AND MISC. CONSTRUCTION NOTES. 2. REFER TO SHEETS C1.1 A, C1.1 B, & C1.1 C FOR ADDITIONAL SITE PLAN DATA. 3. REFER TO SHEET C3.1 FOR SITE & PARKING DETAILS. 4. UNLESS OTHERWISE NOTED ALL RADIUS ARE 4.0' ALONG THE BACK OF CURB. PARKING REQUIREMENTS PHASE 3 - ENTIRE SITE . ORDINANCE: MULTI -FAMILY DWELLING 3 OR > BEDROOM = 1 SPACE / BED REQUIRED: 160 (4 BED) DWELLING UNITS = 640 SPACES TOTAL REQUIRED = 640 SPACES PROVIDED: REGULAR = 697 SPACES H/C = 15 SPACES (2.097.) TOTAL = 712 SPACES ISLAND REQUIREMENTS (PHASE 3 - ENTIRE SITE THE SQUARE -FOOTAGE SHOWN AT INTERIOR END ISLANDS INCLUDES THE REQUIRED AREA FOR SINGLE OR DOUBLE END ISLANDS. ONLY THE EXCESS AREA IS ILLUSTRATED BELOW. INTERIOR PARKING = 497 SPACES REQ'D INT. ISLAND AREA=(497/15x180)=5,964 SQ.FT. PROVIDED INTERIOR ISLAND AREA = 6,196 SQ.FT. SYMBOL & LINE LEGEND 0 POWER POLE 3 LIGHT POLE GUY WIRE ANCHOR ® GAS PIPELINE RISER mwv WATER VALVE ®wM WATER METER MDCV DOUBLE CHECK m EV ELECTRIC VAL ELEVATIO 4DBv BALL VALVE �ICAOEM ELECTRICAL TR INSFWs', ®GM GAS METER 0 REQUIRED Oo MH MANHOLE 6c.o. CLEANOUT i3 +1' -& H FIRE HYDRANT 0 +2' ®TP TELEPHONE PE ESTAL 17 4,T 001 a AREA INLET D +4' US JUNCTION BOX NOT RFOI!I IcIAL AREA LIGHT (G • PB FIXED PIPE BOLLARD CURB INLET - - - BUILDING SETBACK LINE ------- PROPERTY LINE -------- EASEMENT LINE P.U.E. PUBLIC UTILITY EASEMENT B.L. BUILDING SETBACK LINE � t 7607 EASTMARK DR., STE. 250F <77840> 'OST OFFICE BOX 9253 �OLLEGE STATION, TEXAS 77842 EMAIL: civil(armengineer.eom OFFICE - (979) 764-0704 FAX - (979) 764-0704 TEXAS FIRM REGISTRATION No. F-4695 SURVEYOR KERR SURVEYING, LLC 505 CHURCH STREET COLLEGE STATION, TX 77841 OFF: (979) 268-3195 FAX: (979) 691-8904 GRADING ADJUSTMENTS THROUGH SITE IN6/20f11 (+0.85') AND OTHER VARIOUS CHANGES MARK DATE DESCRIPTION COMPLETE ISSUE' FOR CONSTRUCTION 4/20111 CONSTRUCTION DRAWINGS ISSUED PRIOR TO THIS DATE ARE REPLACED BY THIS SET & SHOULD NOT BE USED FOR CONSTRUCTION. C V, . of r. 4 l�r r= V � M Q- w W z?x �Q ~ LLJ z F- CK 0 0 roZ) 0=O _ �o W ��Q ro F- F- Q a o Z U) a W O �.l.� 0 O w bi IQ O Q w o cn W 3: Y; Z 0 O p� 0 O O F- 00 0 W 6. 100% COVERAGE OF GROUND COVER, DECORATIVE PAVING, DECORATIVE ROCK (LOOSE ROCK NOT T PERMITTED), OR A PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWELLS AND DRAINAGE AREAS, 1I. ALL BUILDINGS, LXCLUDING BUILDING 11, 4U & 41, WILL BE PROJECTED WITH AN AUTOMATIC FIRE THE PARKING LOT SET BACK, RIGHT-OF-WAY, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. SPRINKLER SYSTEM. FIRE PROTECTION PER TYPE OF BUILDING IS AS FOLLOWS PER THE IFC (TABLE B105.1 & CURB NOTE: EXPANSION JOINTS TO BE PLACED AT 60' 7. THE IMPROVEMENTS SHOWN SHALL CONSTITUTE APPROXIMATELY 69% IMPERVIOUS COVER ON THE SUBJECT C105.1). BUILDING SQUARE-FOOTAGES ARE ILLUSTRATED IN THE BUILDING SUMMARY TABLE. P.T. INTERVALS AND AT ALL RADIUS POINTS, P.G.'s, 'S. PROPERTY WITH A DENSITY OF 9.59 DWELLING UNITS PER ACRE (160 D.U. 16.673 ACRES). % ) APARTMENT BUILDINGS (TYPE 1. 2 & 3) - TYPE VA, 1 I IR SPRINKLCRCD, NFPA 13R SYSTEM CONSTRUCTION JOINTS SHALL BE PLACED AT 20' 1,500 GPM FROM A MINIMUM OF 1 FIRE HYDRANT COMMUNITY CENTER - TYPE VB, 0 SPRINKLERED, NFPA 13 SYSTEM INTERVALS. # y 8. AN ON SITE DETENTION FACILITY (IN THE PARKING & UNDERGROUND STORM SEWER) IS PROVIDED FOR THE 1,500 GPM FROM A MINIMUM OF 1 FIRE HYDRANTw CLIENT INFORMATION PROPOSED DEVELOPMENT. " • A.,' J =' y +.. "KNOX R AMERICAN CAMPUS COMMUNITIES (OP), LP 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTAINMENT AND PROPER DISPOSAL OF ALL LIQUID 18. ALL BUILDINGS SHALL BE EQUIPPED WITH A SWITCH" OR A MANUAL DISCONNECT FOR ELECTRICAL. 6" c/o CHUCK CARROLL AND SOLID WASTE ASSOCIATED WITH THIS PROJECT. THE CONTRACTOR SHALL USE ALL MEANS NECESSARY TO A KNOX BOX SHALL $E LOCATED ON THE COMMUNITY CENTER EXTERIOR WALL WITH ALL KEYS TO THE i41ki' ` (? � I i �'' 12700 HILL COUNTRY BLVD., STE. T-200 PREVENT THE OCCURRENCE OF WIND BLOWN LITTER FROM THE PROJECT SITE. DEVELOPMENT'S RISER ROOMS. AUSTIN, TX 78738 19, FDC `1�,.-'0% y. ;6 3 "10N CCARROLL®AMERICANCAMP US.COM 10. THE BE QSTEEROL© TO, AND DURING,SUPP CAPS SHALL BE EQUIPPED WITH KNOX LOCKING DEVICES. +. �G:.� DEMOLITION7aONSTRUORIQNHAL�©LID WAOFF BOXESPROVIDE fMETALMENT DUMPSOTERSASTE SHALLRBERSUPPLIED BY CITY 20. ALL FIRE SUPPRESSION LINES SHALL HAVE A LOCKABLE LID ON THE ISOLATION VALVE. THE LOCKABLE 3" =ENGINEERING a� a FX: (51 ) 73?-2 50 OR CITY PERMITTED CONTRACTOR(S) ONLY. LID SHALL BE OF TYPE AMP OR USA, LL562 LOCKING LID. FILENAME: 0418SP1 B SCALE: 1 "=60' 11. THE CONTRACTOR SHAI 1 CONTACT MR. WAI I Y URRUTA, CoCS PURI iC WORKS - SANITATION 21. FOR ALL VEHICULAR SECURITY GATES THE MINIMUM CLEAR SPACE, WHEN FULLY OPEN, SHALL BE TWENTY • (979-764-3841), FOR FIELD VERIFICATION PRIOR TO FORMING OR PLACEMENT OF CONCRETE FOR THE TRASH FEET (20'). GATES WILL EITHER ROLL AND "COLLAPSE" INTO THE FENCE OR SWING INTO THE YARD. THE : 4':. '; ` ! '`. . SUBMITTED DATE: 2/23/11, 4/4/11, 4/20/11 COMPACTOR PAD. SOLID WASTE WILL BE COLLECTED BY ONSITE PERSONNEL, FROM THE MOBILE TRASH MAXIMUM VERTICAL CLEARANCE, BETWEEN THE BOTTOM OF THE GATE AND THE PAYMENT/GRADE, THAT SHALL f : . ; •� •: - ::.a' ; Q, - DRAWN BY: R.A.M. ENCLOSURES, AND TRANSPORTED TO THE TRASH COMPACTOR. FXISTINr WHEN THE GATE IS FUI i Y CI OSFD SHAI I RE i IMiTFD TO SIX (6) INCHES- M ,�'., af- •' CHECKED BY: R.A.M. 12. THE SITE IS "PHASED" FOLLOWS. EACH PHASE WILL BE ABLE TO STAND ALONE, MEETING THE 22. 22 LOCATED THREE (3) MAIN ENTRANCE GATES SHALL BE EQUIPPED WITH A KNOX SWITCH, LOCAD AT THE � FIELD BOOK: 13 PAGES:46-75 REQUIRED ORDINANCES INDEPENDENTLY, PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY. THE OF THE FIRST CARD READER. THIS SWITCH SHALL BE WIRED SO THAT ALL GATES WILL OPEN. „ 3 PAVEMENT CONTRACTOR SHALL PROVIDE A TEMPORARY GATE AT THE SOUTH ENTRANCE, AT THE SOUTH LIMIT OF BUILDING RME CONSULTING ENGINEERS No 5 TO PROHIBIT PUBLIC ACCESS TO PHASE 3 AREAS AND A TEMPORARY GATE AT THE SOUTH ENTRANCE REINFORCEMENT DRIVEWAY TO BE CLOSED AFTER CONSTRUCTION HOURS. BOTH SHALL BE EQUIPPED WITH TEMPORARY KNOX 23. THE "EXIT ONLY" SOUTH GATE SHALL BE EQUIPPED WITH A KNOX PAD LOCK, IF NOT AUTOMATIC, AND A CLIENT NU. PROJECT NU. KNOX SWITCH IF IT IS AUTOMATIC. 7Q w 041 Q �I LOCKS. SEE PHASING NOTES ON SHEET C1.1A THRU C1.1C AND L1.1A THRU L1.1C FOR ADDITIONAL PHASING • _ #4 BARS O t,j (� REQUIREMENTS PHASE 1 {BUILDING No. 4) 24, EASEMENT LABELED AS "PROPOSED" SHALL BE DEDICATED AFTER COMPLETION/ACCEPTANCE OF THE TYPE IA - MONOLITHIC nn PHASE 2 (BUILDING No. 4 &COMMUNITY CENTER) ASSOCIATED UTILITY AND MUST BE RECORDED PRIOR TO ISSUANCE OF A BUILDING C.O. JU U PHASE 3 (ENTIRE SITE) 25. THE CONTRACTOR SHALL PROVIDE TWO (2) TEMPORARY ROLL -OUT CONTAINERS FOR SOLID WASTE leis. 1Lata a,„, ;e :!t DISPOSAL DURING PHASE 1 & 2. THESE CONTAINERS SHALL BE STORED BEHIND BUILDING No. 2. CONCRETE CURB &GUTTER PIVOT',,'E VI N.T.S. DEVELO 1 SHEET 5 OF 32 ELECTRICL TRANSFORRMEIR ® — I i ' LECTRICAL i I � �ANSFORMER � t t FIEIL S t I � I F. . C. 1 I Irl C CALLAWAY VILLAS 1 C. o. MULTI -FAMILY BUILDING I I I I CALLAWAY VILLAS i ' c.0. MULTI -FAMILY BUILDING I i I J.B. A.I. t j M.H. CALLAWAY VILLAS I C C.O. MULTI -FAMILY BUILDING { f P.P. t I J ' ELECTRICAL t TRANSFORMER ° F.H. A.I. FIBER OPTIC i CVATER METER -� MARKER & B.F. � ® M.H. IviH t . j 1 /2" I.R. ` VARIABLE WIDTH — 0.238 G AC P.U.E. I i CALLAWAY SUBDIVISION, PHASE TWO ' (ORDINANCE No. 2806 ) AGE No t LOT 1, BLOCK ONE .10 ' (VOLUME 6869, PAGE 99) / To t -� `9 FIBER OPTIC oP.P. MARKER 25' P.U.E. A.I. ' A.I. (6869/99)--N TYPICAL FIRE I LANE STRIPING 1 1 CABLE 1 MARKLK L.P. I I / 1 MOBILE TRASH BIN WA " &BEEP7 TERI I CIVIL ENCLOSURE SITE NOTE #11 AMBULATORY RAMPS (TY 1) I t I �' � 1 / / � I 1g.49' - I 3' WIDE A.I. SOLID WOOD t I PEDESTRIAN SECURITY FENCE — 6 M GATE Ile / 'F HIGH 3' OFF B C I \ EXISTING WROUGHT \ IRON SECURITYFENCE P_P / `so. �Y "F.D.C. �• I I N i \ rri A.I.UD ' N�• e M.H. ' \ Op \ \ T. ACA -1G m I Us F.r.C. \ le6-BAY BICYCLE m t j/ $po 9 S C` �RE�`'� •..� \ \\ RACK &` I I y o j ' \ E.M. CONCRETE PAD alJ' 1 I 1 - _ �> Q f 5WIDE 23 � VARIABLE ��� PEDESTRIAN WIDTH P.E.E. �g6 CROSS -WALK F kk LO I ( W M.H. �1$ �� \ C.O. yl. LP 1 ( ©zt O G.V� I 5Q 60 P.P.j SN \\ \ C.O.a _ I 0 t �R AMBULATORY ,! / x 1 . 1 /2" I.R. \3s / �R­� Q _ $� RAMP (TY 2) \ \ I "1 r -� TYPICAL 4 WIDE A.I. PAINTED STRIPING • 1/2" LR. � �RE� � S -- E.T. � VARIABLE WIDTH \ \ r PROPOSED H/C (WHITE) �" I I � � - L.P. � \ "\` \ C.O. P.E.E. \ \\ PARKING ROW a I I o 1 TYPICAL 4 WIDE L.P.\ \ w/TYPE 1 RAMP p j G.V. ®T P I F.H. V R� \\ C.O. PAINTED STRIPING \ L cc�1 1 1 Q 1 {� 8.02 of \ } _ -p` 0 0 (WHITE) \ W C C.O. I i 10' P.U.E. w � 0 ® r CO I I TYPICAL FIRE 10017/7) m - -- * C.O -- t -- C.O. -- J.B. O C3 Z 1 Z L• - -- I I LANE STRIPING � PROPOSED H/C 0 c.v. M Q PARKING ROW 1 Z 1 W °' i BUILDING No. 33 w/TYPE 1 RAMP o - 1 I 1 P.P. i ram. 23.00' BUILDING No. 32 E.M. I E.M_ 6- CYCLE 1 N � � f I 1 i C " I RACK & JI s I I �o' P.U.E. j� r _ I CONCRETE PAD �I TYPICAL FIRE (loa1�/7) Q MBULATO 1 1 LANE STRIPING — r 1 h L RAMPS (TY 1) --�. r-J / I t--z r-J L_-,. r—J ( I E.M. I 1 ,� �' f 0 0 - (BOTH SIDES) I 1 C i 10 L.P. l; j 6' Owl j l I i i 11 I I i i T l fi F.D.C. 1 _ I �_ 12 SPC (9'x 8') 108. 8' 20 PC 9'x1 ') 2 fC= 02. \8' 8' I VARIABLE WIDTH af O " I I.P. P.F_F. f `O �� FIRE LANE FIRE LANE FIRE LANE FIRE LANE FIRE LANE fltiE LANE FIRE LANE 00 N b a 1 N Q'`� f A.I. .-; MA\ II z 5 WIDE ' 15' P.U.C. O \ \ M.H. o n w PEDESTRIAN /� o oo �o J.B. \ \ I Q � x � � CROSS -WALK 0- \ it o - \S�� FIRE LANE FlRE LANE III Fl RKE LANE RE LANE VA IAB E WI TH \ \ 1 v f F.H. +Pfl� 77/1 j— 1—�15 5 C ('xl =1 H 16 PC (9' ) 145. O' ©� h _ ST. M.H. t I ! !► 6'f S%�V i I I I I6' 1 S/W i I I I► ° TRAFFIC ® [ —--� —-----� — ---- -----®, ® T. ( �• 1 SIGN ( o � aL.P. - J w J r M E.M. — E.M. �M -t 1 -T I o c1) tl0 ( I� I 1ctl i 1 E.M. — --I oO E.M. I !I o 26.00' it i- r 04 -11 -T 2 WROUGHT IRON SECURITY FENCE Z Z J a Z Z `° TER Zv1ETER� 1 X t !--" ' (3Cs OFF B/C) 6 a = Z &I B.F.P. 1 Z « °� °i Z ATER r�TER 1 Z -m 23.50' N 9 PROPOSED H / C 1' "1 ' o t ta- 1 t Cc)& Q.F.P. 8.03' PARKING ROW 1 I to w 1 t I I_ `I J t' _I O.. � z zn 1 L mar/TYPE 1 RAMP mJ 1 1 I LL 1�' j 1 m c.o. f m 11 N-- I h C. L PLAN NORTH 0 30 60 SCALE: 1" = 30' I FOR h'N?P"2011 COLLEGE ` AT' 1 J -- ENGINEERING mEkl NAllpl,IANCc JUN 28 2011 VVLL.L—i a h nPV s rya»CI n mr-NT RF R`!1': , �.:� SLsw.e•.rdPt��r� �h TEXAS ONE CALL SYSTEM r 1-800-245-4545 7607 EASTMARK DR., STE. 25OF <77840> (AT LEAST 72 HOURS PRIOR TO DIGGING) POST OFFICE BOX 9253 WARNING!!: THE CONTRACTOR IS TO LOCATE ANY AND ALL UTILITIES COLLEGE STATION', TEXAS 77842 PRIOR TO Cfl,NSTRCCTION AND IS SOLELY RESFONSIRI.E FI}R ALL D:iIfAGES TO EXISTING UTI1.171ES KT, TO ANY CONSTRUCTION ACTIVITY. EMAIL: civil@rmengineer.com OFFICE - (979) 764-0704 FAX - (979) 764-0704 TEXAS FIRM REGISTRATION No. F-4695 SYMBOL & LINE LEGEND SURVEYOR 0 POWER POLE KERR SURVEYING, LLC 505 CHURCH STREET LIGHT POLE COLLEGE STATION, TX 77841 GUY WIRE ANCHOR 3195 19 GAS PIPELINE RISER OFF: (979) 2 FAX: (979) 691 ——8904$904 xwv WATER VALVE Swm WATER METER IDCV DOUBLE CHECK VALVE ®EV ELECTRIC VALVE OBV BALL VALVE ®EM ELECTRICAL TRANSFORMER ®cM GAS METER ®o MH MANHOLE OC.o. CLEANOUT a9)'F+ FIRE HYDRANT S� TELEPHONE PEDESTAL AlIII AREA INLET IRB JUNCTION BOX 1 GRADING ADJUSTMENTS THROUGH SITE 9<4AL AREA LIGHT (GROUND) 6/20/11 +0.85') AND OTHER VARIOUS CHANGES e PB FIXED PIPE BOLLARD MARK DATE DESCRIPTION CURB INLET —•-•— BUILDING SETBACK LINE ------- PROPERTY LINE®����� EASEMENT LINE P.U.E. PUBLIC UTILITY EASEMENT ISSUED FU PLAN NOTES: CONSTRUCTION 1. REFER TO SHEET COA & CQ.2 FOR SITE, 4120111 PARKING, AND MISC. CONSTRUCTION NOTES. 2. REFER TO SHEET C1.1, C3.1 & C3.2 FOR CONSTRUCTION DRAWINGS ISSUED PRIOR TO THIS OVERALL SITE LAYOUT AND SITE/PARKING & DATE ARE REPLACED BY MISCELLANEOUS DETAILS. THIS SET & SHOULD NOT PHASING NOTES: BE USED FOR CONSTRUCTION. 1. ALL SITE PARKING, PAVING, DRAINAGE,�F OF TEa� a DETENTION, AND UTILITIES MUST BE IN PLACE �����:•••-••--X4 tdr PRIOR TO C.O. OF PHASE ONE. ALSO PUBLIC UTILITIES MUST BE APPROVED & ACCEPTED BY 0 *:•• _ THE CITY OF COLLEGE STATION PRIOR TO C.O. OF PHASE 1. $8583 l� '•,tic �ys� �� ,: 2. A TEMPORARY PERIMETER FENCE MUST BE �It>r :�. ; •r INSTALLED TO KEEP THE PUBLIC FROM NON COMPLETED AREAS. THIS PERIMETER FENCE MUST BE EXPANDED TO INCLUDE BOTH PHASE 1 & PHASE 2 AREAS AT C.O. OF PHASE 2. 3. THE CONSTRUCTION ENTRANCE WILL BE RELOCATED TO THE SOUTHWEST DRIVEWAY FOR = BOTH PHASE 1 & 2. A TEMPORARY KNOX LOCK C� WILL BE REQUIRED AT THE CONSTRUCTION GATE(S) D AT THIS DRIVEWAY. W W (n 4. ALL IRRIGATION, LANDSCAPING, AND SODDING, z > r N FOR PHASE 1, AND AT THE APPROPRIATE TIME x o- X WITH PHASE 2 & 3, MUST BE INSTALLED AND Q � z w ACCEPTED BY THE CITY OF COLLEGE STATION � Q 0 F- PRIOR TO AN ISSUANCE OF A C.O. Q z � ?' > Z 5. PHASE 1 ONLY: A TEMPORARY PANEL AT Q m 0 BUILDING No. 4 WILL NEED TO BE INSTALLED TO �-- CONTROL THE FIRE ALARM UNTIL PHASE 2 = Z Q Q o (COMMUNITY CENTER) IS ISSUED A C.O. ALSO A TEMPORARY HOUSING FOR BUILDING 4's FDC LOCK W (n m WILL BE REQUIRED UNTIL THE MASTER HOUSING IS o (f) Z INSTALLED AND ACCEPTED WITH PHASE 2. ~ L d 0 Ld O o wF _! O Q Wo (PHASE 1 & 2) PARKING REQUIREMENTS: > _ J ORDINANCE: U Q m o MULTI -FAMILY DWELLING 0 v 3 OR > BEDROOM = 1 SPACE / BED CO REQUIRED: 6 (4 BED) DWELLING UNITS = 24 SPACES W TOTAL REQUIRED = 24 SPACES = PROVIDED (PHASE 1): REGULAR = 42 SPACES H/C = 1 SPACES TOTAL = 43 SPACES CLIENT INFORMATION PROVIDED (PHASE 1 & 2): AMERICAN CAMPUS COMMUNITIES (OP), LP REGULAR = 53 SPACES c/o CHUCK CARROLL H/C = 3 SPACES 12700 HILL COUNTRY BLVD., STE. T-200 TOTAL = 56 SPACES CCARR , L 78738 CAR ROLL®AM ERICANCAM PUS.COM PH: (512) 732-1000 (PHASE 1 & 2) ISLAND REQUIREMENTS: FX: (512) 732-2450 THE SQUARE -FOOTAGE SHOWN AT INTERIOR END FILENAME: 0418SP2B I SCALE- 1 "=30' ISLANDS INCLUDES THE REQUIRED AREA FOR SUBMITTED DATE: 2/23/11, 4/4/11, 4/20/11 SINGLE OR DOUBLE END ISLANDS. ONLY THE EXCESS AREA IS ILLUSTRATED BELOW. BRAWN BY: R.A.M. CHECKED BY: R.A.M. PHASE 1: FIELD BOOK: 13 PAGES:46-75 INTERIOR PARKING = 15 SPACES REQ'D INT. ISLAND AREA=(13/15x180)=180 RME CONSULTING ENGINEERS SQ.FT. CLIENT N0. PROJECT N0. PROVIDED INTERIOR ISLAND AREA = 455 SQ.FT. 178 — 0418 PHASE 1 & 2: __pq own INTERIOR PARKING = 21 SPACES - REQ'D INT. ISLAND AREA=(21/15x180)=252 _ SQ.FT. - - PROVIDED INTERIOR ISLAND AREA = 646 SQ.FT. SHEET 6 OF 32 STUI' ! CALL BEFORE YOU DIG "- �C.O.® I o I I o I d- 00 1 o Y A.I. . a o 0 o I -1 ' A.I. I r ''� C.O. ® N 1 I j o' 1 ; 1 zit 1 � I n 1 i 0 0 i n SOLID WOOD SECURITY , j FENCE - 6' HIGH STC>P _ 1 " z 1 i o I �, I 2s.aa' I �, < z i i x (16.5' OFF P/L) CALL BEFORE YOU DIG- ,1 10' P.U.E. o � -- f of � t a TEXAS ONE CALL SYSTEM { o I -t w 0 1 1 o w f _..I -i u tt 10017/7) 3 L.P. L = = 1 _) > �- � > I ti = ��� 1-800-245-4545 7607 EASTMARK DR., STE. 250E <77x40> m m -1 _i , i z 1 I t m ¢I 1 I 7 (,AT LEAST 72 HOURS PRIOR TO DIGGING) POST OFFICE BOX 9253 L J -{ CV ` WARNING!!: TBE CONTRACTOR IS TO LOCATE AWY AND ALL UHLITIES COLLEGE STATION` TEXAS 77842 1 I 1 i I i I 1 t ` PRIOR TO CONSTRUCTION :LND IS SOLELY RESPONSIBLE FOR iLL D.tkGFS F .C. o M.H. -I M.H. t7 t 6-BAY BICYCLE c� � 4 2a' P.U.E. t PIAN TO rXIMNG UTILITIES DLT. TO ANY CONSTRUCTION ACTIVITY. EMAIL: civil�rmengineerxom RACK & -coo J J - 00 -1 -- 1 F.D.C. 1 -- CONCRETE PAD CI F.D.C. (10017/7) �I � � NORTH OFFICE - (979) 764-0704 _ VARIABLE WIDTH E,T, FAX - (979) 764-0704 CO 11 6-BAY BICYCLE -I o 1 .= F.D.C. I I_ P.E.E. ` -I j O 30 6o TEXAS FIRM REGISTRATION No. F-4695 CO. RACK & _I, 0 1 I o t_ E M E M -I SYMBOL & LINE LEGEND SURVEYOR X �- TYPICAL 4 WIDE CONCRETE PAD 1 1 1 r -� 23.50' SCALE: 1" = 30' 23.00' 1 PAINTED STRIPING 1 -1 1 1 1 11 -I KERR SURVEYING, LLC WROUGHT IRON WHITE 1, I 1 I,I S?S POWER POLE 505 CHURCH STREET SECURITY FENCE �, - ( ) t -� �, I J 1 I I I J J j j 3, LIGHT POLE COLLEGE STATION, Tx 77841 GUY WIRE ANCHOR (3 OFF B/C) rn I I co y g 1 I_ z 1 m 1 I h ri j t9 GAS PIPELINE RISER OFF: (979) 268-3195 .� FAX: (979) 691-8904 W w Del WATER VALVE 1 - 4 L o ®C.o. J 1 t� 1 0 ®C.O. z0 i t J '� F.H. � I@w1 WATER METER w L J NDCV DOUBLE CHECK VALVE z > _ z I -! f Co 23.50' it 0 C t " I ice' 1 Lry C ( -I I ! It ELECTRIC VALVE r� L.P. o� r �L z , -t 1 ( 1m v t- z z_ 1 A.I. L.LX t p C.cxm 0 1 �- 1 0 1_ C.o- ® 0 I I -I ®Bv BALL VALVE 1 1 26.00 I0 1 J OEM ELECTRICAL TRANSFORMER l ¢ I o m -1 z N t m W ®GM GAS METER `� m I� t m Op MH MANHOLE Q0 LO C.O.0 1- t- _ 0c.o. CLEANOUT ,ham FIRE HYDRANT I• 1 1 ► ( C.O. VARIABLE 11 _I 1 Oi 00 PHASE 3 i 4t t I WIDTH P.E.E. _j �- { TYPICAL 4 WIDE ®TP TELEPHONE PEDESTAL X W TYPICAL FIRE e I ;- A.I. _ LANE STRIPING rl A. 1. PHASE 2 _I I i I- TYPICAL 4 WID ® i -! jTi - - - - - o --- I _ _ _ _ _ - I PAINTED STRIPING t.�. Al AREA INLET E.M. -- - - - - -' - PAINTED STRIPING - - -� o r T- - Ti.R- (WHITE) - JUNCTION BOX GRADING ADJUSTMENTS THROUGH SITE z ® E.T..o E.M. - _ (WHITE) -1 - r- - - - - - - - - N - - _ — - J.B-.� - - - - - - - - -J��] - - - - - - N M• r giAL AREA LIGHT (GROUND) ' 6/20/11 (+0.85') AND OTHER VARIOUS CHANGES 00 (n( 0 •.• � A.I. � i I I ! i6 (SXY�I h ( i I I I I I I 1 I I I I ! F.D.C. -- -- 8 C.O. -- � E.T. -i 23.00' MARK DATE DESCRIPTION � C.O. VARIABLE WIDTH ST. M.H 1 ®� O e PB FIXED PIPE BOLLARD 00 CURB INLET SUBSTANTIALLY n L.P. a 0 L J T, z z 0 ___ F.H.-� - o? BUILDING SETBACK LINE 24.00' PROPOSED H/C s - - ! Z -o � � {" ' 1 - --- - PROPERTY LINE W + PARKING ROW MOBILE TRASH BIN - j'� - BUILDING No. 26 -^�-------- EASEMENT LINE VO PLETC f w%TYPE 1 RAMP ENCLOSURE - SEE (j ,.L.P. r CIVIL SITE NOTE #11 �; E.M. _ ' po P.U.E. PUBLIC UTILITY EASEMENT ISSUE) I -_ 20.00' 6-BAY BICYCLE �' 1 `01 1 3 POOL �O - RACK & o = 70 0 PLAN NOTES: dftnm o -1 27.00' CONCRETE PAD ' ,.� STRUC�1 MOTORIZED SECURITY POOL HOUSE 1 L-z r-J L r -� 1---z. r--1 - ' I 0 1 1. REFER TO SHEET COA & CO.2 FOR SITE, 4/20111 TT © PARKING AND MISC. CONSTRUCTION NOTES. GATE {REF. CIVIL SITE u _ 1 (� - — - W' -n Z ' NOTE #21) w/3' WIDE ( 1 Z _ ,� I I + I�/W I I I ! I i I w A.I. L rn �� g CONSTRUCTION DRAWINGS T o I ; L P - © `- N v 2. REFER TO SHEET C1.1, C3.1 & C3.2 FOR ISSUED PRIOR TO THIS PEDESTRIAN GATE - TYPICAL FIRE n_ -< OVERALL SITE LAYOUT AND SITE/PARKING & I , -s J .� F.D.C. LANE STRIPING t '� DATE ARE REPLACED BY MISCELLANEOUS DETAILS. N a C.O. _- — N o C"' THIS SET &SHOULD NOT r AMBULATORY TRAFFIC I RAMP (TY 3) - — a _ PHASING NOTES: BE USED FOR SIGN I p,SE 2 M �U� 0 I N CONSTRUCTION. �� ' I (BOTH SIDES) �-- _ ' PAVING, DRAINAGE,4 of TETYPICAL 6' WIDE 8 05 P SE "'� 1. ALL SITE PARKING, : - : OF TE AMBULATORY - 5 WIDE m Cn DETENTION, AND UTILITIES MUST BE IN PLACE 5�:�.•-•-•=:q tRt PEDESTRIAN H/C RAMPS - 1 PRIOR TO C.O. OF PHASE ONE. ALSO PUBLIC r �t RAMP - SEE — I LIP. , yW BUILDING No. 25 E. M s *:' a • • * r CROSS -WALK w HANDRAILS - =s _ LP t UTILITIES MUST BE APPROVED & ACCEPTED BY X : � B CS DETAIL NU LENT ` ' -1 / TYPICAL FIRE •P / 1 THE CITY OF COLLEGE STATION PRIOR TO C.O. OF S • • ' SW3-05 slcN 5 WIDE PEDESTRIAN — C,� 00 �, / LANE STRIPING _ O 1 PHASE 1. 8583 ' •• / `F.D.C. E.M. - CROSS -WALK (TO t • �� COMMERCIAL `�1 s �-' " - -.. _ �� _. -� -� = L J L--� -J I � tt •. (�C e - _ i zz EACH RAMP) ST. M. 0 2. A TEMPORARY PERIMETER FENCE MUST BE tt s'• . DRIVEWAY, SEE 3gso e o fL 5 E.T. ® '�` H. 0 u1 INSTALLED TO KEEP THE PUBLIC FROM NON B jCS DETAIL I I_I 4•M;� ,- I I I I I 16,/�" I I I I I I I I I I I I I i I I I Iz COMPLETED AREAS. THIS PERIMETER FENCE MUST ST2 03 --- - - - -- - _ _" -� - -_= � -- = - �- - - - --= - ---- -- BE EXPANDED TO INCLUDE BOTH PHASE 1 & j L FIRE LAN I LAN FlRE LANE RE LAN R LANE I LAN --� ( CONCRETE PHASE 2 AREAS AT C.O. OF PHASE 2. o \ \ HEADWALL TYPICAL FIRE ( N \ \ ° , c p A.I. Z ' ` 3. THE CONSTRUCTION ENTRANCE WILL BE LANE SIGN N _ FlR N N _ \ _ __ \ J FlRE LANE FR7E LANE - FlRE LANE FlRE LANE — DRIVEWAY FOR - ._ - - -• -- - - RELOCATED 0 THE SOUTHWEST 00 \oo - s/ I i s' s rW ' BOTH PHASET1 & 2• SAUTEMPORARYKNOX LOCK C' i TYPICAL 6' WIDE 15 P.U.E. - "�-- 6-BAY BICYCLE \\�i� - - ° M.H. WILL BE REQUIRED AT THE CONSTRUCTION GATE(S) AMBULATORY �� r , ('I 1 1 .1- 1_ M.H• ' AT THIS DRIVEWAY. RACK & w � r- � r- -t r- � _ W RAMP -SEE ° I READECARR CONCRETE PAD i- _ r 4. ALL IRRIGATION, LANDSCAPING, AND SODDING, Q B/CS DETAIL 10.00' - M A AMBULATORY _ t I z �_ _ SW3-05 CARD r BUILDING No. 3 _ RAMPS TY 3 _ AMBULATORY FOR PHASE 1, AND AT THE APPROPRIATE TIME •• X a- ¢ READER I L.P \ E.m. ALL 4 CORNERS BUILDING N©. 24 RAMP (Ty 1) - rf RAMP (TY 4) ` WITH PHASE 2 & 3, MUST BE INSTALLED AND 0 of I'- z K OX SWITCH -WIRED T o� - =z _ - { ) W W I ACCEPTED BY THE CITY OF COLLEGE STATION •► O W �o �o 5 WIDE PEDESTRIAN N OPERATE ALL 3 GATES 0 �Q, 13 =�Z o MOTORIZED SECURITY N ' PRIOR TO AN ISSUANCE OF A C.O.Q � - -GROSS-WALK � w > MAIN ENTRANCE (REF. ATE (REF. CIVIL SITE f ti z o z 27.01' - i O z = m Z) CIVIL SITE NOTE #22) OTE #21) w/3' WIDE I 1 - Z 5. PHASE 1 ONLY- A TEMPORARY PANEL AT 0 O 5 S/w - PEDESTRIAN GATE I {- ` - N YPICAL 4 WIDE E T L to _ ' BUILDING No. 4 WILL NEED TO BE INSTALLED TQ J v BUS STOP - ( ST. M.H. F.D.C. -- 0.- z �® ` CONTROL THE FIRE ALARM UNTIL PHASE 2 w Q Q F.D.C. 0 - - L PAINTED STRIPING O 1 _ - - - -, - - - - _ -- - - _ r l (COMMUNITY CENTER) IS ISSUED A C.O. ALSO A �- 0 �- N E AMBULATORY LP. 1 24.00' r �1_ _ 1 ---, - - (WHITE) --[ - Q t TEMPORARY HOUSING FOR BUILDING 4 s FDC LOCK Q RAMP (TY 1) 3 WIDE PEDESTRIAN o C.O. _I I s- 1 - - - - -- I �, _ r WILL BE REQUIRED UNTIL THE MASTER HOUSING IS W o z W -' m t- 1 0 3 m N GATE I 1 A.I. ( A_I. Q i INSTALLED AND ACCEPTED WITH PHASE 2. �- W W v o 5' WIDE PEDESTRIAN r VARIABLE i p I c �h I Z PROPOSED H/C -1 t i WIDTH P.E.E. i L 1.L V w CROSS-WALK1 4 s ti PARKING ROW 1 L -� 0 Q W o PHASE 1 & 2 PARKING REQUIREMENTS: -j o L w/TYPE 2 RAMP o 0. I `9 1 I I 1 N E.M. ` i ( �_ U w MOTORIZED SECURITY C 0 1 I' ORDINANCE: 0 i -4 I o 26.00' t I 23.50' O 11 p _I c? a I ( t w C.O. 0 t 1 - U r _j J GATE (REF. CIVIL o 23.00' r 1 z I( ;, I t i1 o z J1 - o ' MULTI -FAMILY DWELLING � m o SITE NOTE #21) X I m -t t i- L z 0 I- I-® E.T. ' 3 OR > BEDROOM = 1 SPACE j BED 0 ,.0 0 ®C. C.O. z (� -t n. oD Z 1 I // �� Z E., I- C! II vI I ( REQUIRED: �, c� 1 N o _> �- - i r r z C.O. © it r E.M. 6 4 BED DWELLING UNITS = 4 PA J O) ® I t o o I z p ( ) 2 SPACES L jj w u it z ¢¢ -i v i- 1 i A I 5 0= m I M 1 I i = m I- I TOTAL REQUIRED = 24 SPACES = _ I F_ N' 'x 1 � C. j =j 1 1- m 1 ® 1 i I I PROVIDED (PHASE 1): L ap TYPICAL FIRE - I W 1 i f Io j " LANE STRIPING rt -t ' 1 C'0' I t SOLID WOOD SECURITY REGULAR = 42 SPACES oo L.P. cn 1 1 v 1_ I ( f FENCE - 6' HIGH H/C = 1 SPACES C.I. o o C.I. TYPICAL FIRE - t 1 E.M. J I - ( L { /) fl, n . ., 6-BAY BICYCLE I TYPICAL 4 WIDE I O 16.5 OFF P L - - ---.-�._-__ TOTAL = 43 SPACES 1 1 - Z ''A: = LANE STRIPING RACK & 1 1 W J.B_ 1 I— PAINTED STRIPING- I .o. ® $' g a CLIENT INFORMATION �_ b Z fi! PROVIDED P � CONCRETE PAD I =I t °® _ (WHITE) 6-BAY BICYCLE ® �, J I a,r� - (RASE 1 & 2): AMERICAN CAMPUS COMMUNITIES {OP), LP r _ REGULAR = 53 SPACES c/o CHUCK CARROLL o �20.00'� E.M. -1 I LL I I_ RACK & — — — °° I z n -- 2 CONCRETE PAD - f 1 I I �82n 1 H/C = 3 SPACES 12700 HILL COUNTRY BLVD., STE. T-200 = 11 5 F.D.C. ( 1 ? ' 11 CCARROLL©AMERICANCAMPUS.COM W W �,J TOTAL = 56 SPACES AUSTIN, Tx 78738 N 4 - 1 j `4 I- g" !- -1 I i m I �0�v { PH: (512) 732-1000 N X L C.O. - -" I 00 t r _ A C ! �. E.M. , 1- _ .-- - t- 1 RACK &BICYCLE LANE STRIPING I y 1 ��IEEI� (PHASE 1 & 2) ISLAND REQUIREMENTS: FX: (512) 732-2450 z F.D.C. I II t �t I 1 0 Q o - - - - - - - MOBILE TRASH BIN o i CONCRETE PAD I I 20' P.U.E. THE SQUARE -FOOTAGE SHOWN AT INTERIOR END FILENAME: 0418SP2B SCALE: 1 "=30' o' P.U.E. ENCLOSURE - SEE F.D.C. i X 1 PROPOSED H/C ( - I �- (1aa17 j7) ISLANDS INCLUDES THE REQUIRED AREA FOR SUBMITTED DATE: 2 23 1 i, 4 4 11, 4 20 11 PARKING ROW SINGLE OR DOUBLE END ISLANDS. ONLY THE 10017/7) 00 '� - t I - % I / / ! / J.B. E.T. CIVIL SITE NOTE #11 __ t v W - EXCESS AREA IS ILLUSTRATED BELOW. DRAWN BY: R.A.M. __ I - T I I t y w/TYPE.1 RAMP 1 Y I AL 4 WIDE i v, I_ I _I - oo �- � �"' CHECKED BY: R.A.M. ! � H. 1 � 1 1 - � — - (F.D.C. VARIABLE WIDTH P.E.E. � g, o � Z /Q % PAINTED STRIPING (1 -I 0 1 1 ''' �- �- _ it � - I � I PHASE 1: FIELD BOOK: 13 PAGES: 46-75 TRAFFIC m =w �; 1 (WHITE) I `- �I_ z I 1 t � v 1 f INTERIOR PARKING = 15 SPACES SIGN i 8.07' r� / ( 1 I � v 6 1 - _ ( A" 1.,1 AN RE 'D INT. ISLAND = = RME CONSULTING ENGINEERS P. / m I I I Z r —�i ¢'� t I l r z o I 23.50'I Ir 1 QQ FT• SL D AREA (13/15x180) 180 CLIENT N0. PROJECT NO.. o _ i I t .I I 26.a3' I z ®� c.a. 4 1 I N 178 — 0418 X p ! C9 -1 LEI-. 1 Jl1N 28 2011 PROVIDED INTERIOR ISLAND AREA = 455 SQ_FT. i WROUGHT IRON co / oz I I z o I trI t (a (- v 0 j z SECURITY FENCE %; I X 1 _j 1 I z X I In z I��.� v VARIAB I 1 0 1 J i - -i t D�� ,rod PHNTERIOR PARKING = 21 SPACES I (3 OFF B/C) X / / L z WIDTH �� 1 1 1 �- = C.O. r 1 CD I �'� " ",> _ m 4 t a I 1 1 J In w P�- °� i REQ D INT. ISLAND AREA=(21/15x18O)=252 W L m 0 I I I ��_ SQ.FT. zlt./ Z m ( 11F r t ! A-I. j - �!� m I PROVIDED INTERIOR ISLAND AREA = 646 SQ.FT. v ®Cla. 1 -t I t t_ SHEET 7 OF 32 1 TYPICAL FIRE r A 1 1 co BUILDING I I I I+ i 0' P.U.E. � 3 I - 1- 1 � r r _ .,. 10017/7) / A.I. I I LANE STRIPING i o !- N0. 19 k I 11 BUILDING to I I o I 0 1 (n w "' NO. 20 m o I ! 1 Z I 1 s AMBULATORY 1 I a I I I i 1 - 1 I 1 STCD�'.�- z1`11 0 1 - 1 = _ 1 ti RAMPAMBULA RY _ RAMP (TY 2) 1 0' . 7 CALL BEFORE YOU DIG {n L.P. N 2D' P.U.E. 1 Z CO _ � tf? TEXAS ONE CALL SYSTEM � r p i (� a 1 I> j° L m E M -��j E.M. I IL It ` I-800-245-4545 7607 EASTMARKDR., STE. 250E <77840> 1 _! Z 1 - _ I E.M. 1 t�T I�nsr �2 BQaRs rxlox TQ uicclvs> POST OFFICE BOX 9253 WROUGHT IRON In 0) 1 Q it ] 1 Lai I - -- - 1 „ W.M. WARNING!!: TILE CONTRACTOR IS TO LOCATE ANY AND :ILL UTILITIES 1 I 1 WATER METER PRIOR TO CQuSTRCCTIQ AR0 IS SOLELY RESPONSIBLE FOR ALL li+h(Af,£.SLL. COLLEGE STATION, TEXAS 77842 SECURITY FENCE a m r -I �, I 26.0� g W I WATE METER 1 U 1 1 - - . - -- Ej' �S jW ® , PLAN TO EXISTING Ufl1.ITIES DCT TO ANY CONSTRL'CfION ACfit'TTY. EMAIL: civil(�rmengineer.com (3 OFF B/C) U) { - ___ 1 i B. P. m J 1 i 1 1 I I H.. II 1 - 1 + + 1 , , ��' _ . _ _ r�'H 11 NORTH OFFICE - (979) 764-0704 ) 764-0704 - 1 TEXAS FIRM REGISTRATION No. F-4695 145. - 9 x $' 0 5 WIDE 1 0 4 30 60 M.H. PEDESTRIAN TYPICAL 6' WIDE � v - AMBULATORY 1 �F.T.E � --- 1 ,� _„ ""' 16 SP t AMBULATORY v '1 ® 1 ` - SYMBOL & LINE LEGEND SURVEYOR RAMP -SEE �, RAMP (TY 1} ' �l 1 j � F.D.C. - F+> : 15' P.U.E. L C OSS-WALK E.M. A,E:1" - 30' o r3 KERR SURVEYING, LLC 4 f FlRE tAUE M.H. A.I. WE �� � � POWER POLE 505 CHURCH STREET B/CS DETAIL �` 1 61' slv 1 / F.D.Q. • s L Q �-� SW3-05 _ i ` / [t]• VARIABLE Wlu H �- - E 0 LIGHT POLE COLLEGE STATION, TX 77841 �� J , P.E_E. - SOLID WOOD SECURITY GUY WIRE ANCHOR s•o ' / f++�'� 15' P.U.E. _--- __ Fl �_ FENCE - 6' HIGH ® GAS PIPELINE RISER OFF: (979) 268_3195 p ... - 0 FAX: (979) 691 8904 COMMERCIAL `� ONE f+R LAIC F.D.G. � `RE 24 Sp0s 1 - 1 '1 (16.5 OFF P/L) mwv WATER VALVE DRIVEWAY, SEE FlBE L 1 o R ®+ WATER METER B/CS DETAIL a M.H. J.B. I° o--' 1 1 1 "t i..... ST2-03 r FIBE�NE 5' WIDE _J �--- T 1 f C.o. g 1 �- 41 ®oCv DOUBLE CHECK VALVE o ___Y- / ^� -+--1 r TYPICAL 4 WIDE dDEV ELECTRIC VALVE o PEDESTRIAN , 1 I _ t _ PAINTED STRIPING OBV BALL VALVE I-- -�•' o CROSS -WALK ! "� TYPICAL FIRE �'�°' �o. ( 18 )_2 6.00 1 '�. y` `o. T-_� •`" DING NO. 12 (WHITE) OEM ELECTRICAL TRANSFORMER LANE SIGN F 5' i 1 1 1 .� I EVIL ®GM GAS METER j 1 C.O.`_.r .,�_, L�-� r . 13 1 1 TYPICAL FIRE _ i G Z (o MH MANHOLE TYPICAL 6' WIDE � ( I L P - 6; 5/W. ! TYPICAL FIRE ~-. r ButLDiNG No E.M. LANE STRIPING r \ E.M. 1 O0•0• CLEANOUT /� 41FH FIRE HYDRANT AMBULATORY so PHASE 1 _ 1 1 G o -+..- LANE STRIPING WATER ME R TYPICAL 4 WIDE 6-BAY BICYCLE ®TP TELEPHONE PEDESTAL B s & B.F.P. C- RAMP -SEE ��PHASE 3 I AM ULATORY � ING T1o. 14 PAINTED STRIPING CONCRETERACK & _ _ B/CS DETAIL Z ` UGH SITE � - RAMP TY 1 gurLD (WHITE) PAD „•„_ 23.5a' �, (��` 1 At AREA INLET SW3-0S I ( ) 4 F.D.C. 0 ' N /� •`ii �+�' JUNCTION BOX 1 6/20/11 (+085') AND OTHER ADING TVA DUOS CHANGES I L � � E M E.M. - 1 I N o V SAL AREA LIGHT (GROUND) MOTORIZED SECURITY GATE 4 6 A.11 I �: Z a P8 FIXED PIPE BOLLARD MARK DATE DESCRIPTION Pp w .1 REF. CIVIL SITE NOTE 21 23.50' s BVILDIN� �1 _ 1 I _ 1I O --�- { # rn � � VARIABLE WIDTH 1 Ca � --' _ o _ CURB INLET & 23 w 3' WIDE x u P.E.E. I i z °° ' _ "T1 - BUILDING SETBACK LINE S`,,BSTA, I`,L o �a► I ---- -- PROPERTY LINE�PL��� PEDESTRIAN GATE N z I �'� o-------- EASEMENT LINE w, 1 L P. 1 P.U.E.PUBLIC UTILITY EASEMENT w ' _ W i 1 A.I. VARIABLE WIDTH - .-- 1 t%aISSUED FOR 6' �/ T" .-� 1 �-P.E.E. 6 BAY BICYCLE 1 1 BUILDING NO. 10 t �' PLAN NOTES: ��,,, S RACK & 1 1 E_M. - ..' �' O1�STUCT'O _ F.D.C. ; 1 r -► 1 I CONCRETE PAD NO. 9 E•M• 1 � � :� F.H.-P xj 1. REFER TO SHEET COA & CO.2 FOR SITE, I N • BUILDING I w � �Za>!� 1 Bvit� --�� O O PARKING, AND MISC. CONSTRUCTION NOTES. TYPICAL FIRE 1 �L,._.-,. �..--1 s C.O. O �' 2. REFER TO SHEET C1.1, C3.1 & C3.2 FOR CONSTRUCTION DRAWINGS 1 15.09' 4 'W F E M -I �uILDING NO- LANE STRIPING rJ i E•® 1 ` 1 l j } 1 i OVERALL SITE LAYOUT AND SITE/PARKING & ISSUED PRIOR TO THIS o N 1 aw gU1LDING N0. T E.M. , 8 00 , 1 DATE ARE REPLACED BY M.N. i- M >L_-� c.o s MISCELLANEOUS DETAILS. = f PROPOSED H/C 1 �1 _ J I ` SP (g. 18') 91. o' MOBILE TRASH BIN THIS SET &SHOULD NOT � c� Z L.P. PROPOSED H/C 1 I , jf,j-,yw l ' 1 H Q ENCLOSURE -SEE PHASING NOTES: BE USED FOR PARKING ROW �_ CIVIL SITE NOTE #11 PARKING ROW -I ,�_J c.o. j 1 t A"E ` CONSTRUCTION. - �0 �. w/TYPE 1 RAMP � L_--.. � j � l ! � F.D. . PAVING DRAINAGE Z 0 23.50' w/TYPE 1 RAMP I i ; 1 g,_ , ,) 217. o' +, ENE +_,a 0' P U E E T ® I;p(y l ' 1 ' 24 SP ( 8 FyE LAN t� �► C.018) J37 00' ` u�' LIFT STATION 1. ALL SITE PARKING > OF To\ @� C. o L J 1 LANE O o DETENTION, AND UTILITIES MUST BE IN PLACE �. k." It 1 W SPC (' rI 1/2" I.R. PRIOR TO C.O. OF PHASE ONE. ALSO PUBLIC�•.••' • trl 10017 7 CL f 6 S /w ; 1.I 4 �+ E �Nt 1 o L.P. o n C7 ow /) - _ z ' z FIBER OPTIC i � � ' �`"'' 1 � t � �N 17. 4 � UTILITIES MUST BE APPROVED & ACCEPTED BY � *: - a Q 1 Ia R_49' r oo MARKER THE CITY OF COLLEGE STATION PRIOR TO C.O. OF i' B i y _ l a y 'X1 C 12400 �+ F.D. RE E C.O. c�,a FtRELANE t/ 'X1� =6 Q�' 17-OU PHASE 1. , 8583 '. G.I. C.I. 11 PC _ FIRE ipNE a 7 S G ( O FnV LAB 17.00 GE ova 2. A TEMPORARY PERIMETER FENCE MUST BE rl�� S`•�. W�� =� x18)=6 .00' BROUGHT ` RE ° d C'0' 1 7 S G ( �..• INSTALLED TO KEEP THE PUBLIC FROM NON 1� ~ FtftE ��� N A.I. FIRE �aE L.P. 17 �, -- ' COMPLETED AREAS. THIS PERIMETER FENCE MUST J.B. G.V. I OQ-F1RE�NL FiRELANE S C t 'x18)=6 .00' .► -• o P P ` h 7 � 497*51 BE EXPANDED TO INCLUDE BOTH PHASE 1 & TRAFFIC 1 5' WIDE Fl 17.00 ��. 4 4!) ENING PHASE 2 AREAS AT C.O. OF PHASE 2. SIGN j PEDESTRIAN >rt�FLAN� __ LP. 17.00' / 7 s c { 'x1a)=6 _oo' - "�""_...- S 5 w FENSOLID WOOD HIGH E(AROUND FIRE NE 6 .00' ...-�'-" 6' S/ 3. THE CONSTRUCTION ENTRANCE WILL BE / _ PERIMETER OF LIFT STATION) RELOCATED TO THE SOUTHWEST DRIVEWAY FOR = MOBILE TRASH BIN L.P. {9'x1 ') 1-, no' ... WROUGHT IRON ___---�- SECURITY FENCE BOTH PHASE 1 & 2. A TEMPORARY KNOX LOCK 0 ENCLOSURE - SEEYPICAL 4 WIDE TRASH COMPACTOR ENCLOSURE ONCE BE REQUIRED AT THE CONSTRUCTION GATE S � 37,00 ... CIVIL SITE NOTE #11 LO �- to P.U.E.7//77PAINTED STRIPING -- {3 OFF B/C) w 6' HIGH SOLID WALL - SEE AT THIS DRIVEWAY. O P.P. (10017/7) (WHITE) TRAFFIC - CIVIL SITE NOTE #11 W w 1 LR, AMBULATORY j ____v----- SIGN _,.. 4. ALL IRRIGATION, LANDSCAPING, AND SODDING, � '. _ � RAMPS (TY 1) 1/2" I.R. --� ----'' FOR PHASE 1, AND AT THE APPROPRIATE TIME w X 4- Q WITH (BOTH SIDES) P.P• � � -- �` ACCEPTED PHASE BY THE 3 CITY MUST OF B COLLEGE INSTALLED STATION V O ~ o F- At�` 4/2" I.R. s w f''" ` o��� Y _ .---�''""� - PRIOR TO AN ISSUANCE OF A C.O. " U r �•73' RIGHT-OF_WA) - - -_ -- --- Q Z > 0 5. PHASE 1 ONLY. A TEMPORARY PANEL AT Q p 1 BUILDING No. 4 WILL NEED TO BE INSTALLED TO c=n P.P. _ _---�'- ""J'`� - r s CONTROL THE FIRE ALARM UNTIL PHASE 2 _j = Z D Q Q o �_ - - --- (COMMUNITY CENTER) IS ISSUED A C.O. ALSO A Q � -J TRAFFIC TELEPHONE --+ _ ` TEMPORARY HOUSING FOR BUILDING 4's FDC LOCK W Vj _j m I 51GrJ MARKER - WILL BE REQUIRED UNTIL THE MASTER HOUSING IS o (j) z Q f ----- ` INSTALLED AND ACCEPTED WITH PHASE 2.- W (� W U o cc I J �+F- 4P F.H. 0 UJ Z (PHASE 1 & 2) PARKING REQUIREMENTS: - _ -1 2 Z J YLjj � ORDINANCE: Q o '�/ •'' _ ' MULTI -FAMILY DWELLING Q (� m o 3 OR > BEDROOM = 1 SPACE / BED 0 CO i 1 REQUIRED: o TOTA BREQUDIREDLING24NSPACES LA SPACES I-' G.V. I 1 ' PROVIDED (PHASE 1): t1�1 REGULAR = 42 SPACES 1 H/C = 1 SPACES 1 t ` TOTAL = 43 SPACES 1 kj CLIFNT INFORMATION k PROVIDED (PHASE 1 & 2): AMERICAN CAMPUS COMMUNITIES (OP), LP I ' REGULAR = 53 SPACES c/o CHUCK CARROLL " ^ _I �' I / H C = 3 SPACES 12700 HILL COUNTRY BLVD., STE. T-200 f) ' I ► TOTAL = 56 SPACES AUSTIN, TX 78738 CCARROLL®AMERICANCAMPUS.COM IA, •!- mr w. `? • a . a PH: (512) 732-1000 I jENGINEERING (PHASE 1 & 2) ISLAND REQUIREMENTS: FX: (512) 732-2450 THE SQUARE -FOOTAGE SHOWN AT INTERIOR END FILENAME: 0418SP2B I SCALE: 1 "=30' WATER METER ( ISLANDS INCLUDES THE REQUIRED AREA FOR SUBMITTED DATE: 2/23/11, 4/4/11, 4/20/11 & B.F.P. I SINGLE EXCESS �READOUBLE IS ILLUSTRATED BELOW. ONLY THE DRAWN BY: R.A.M. f l •� 4. CHECKED BY: R.A.M. 1 1 �. FPHASE 1: FIELD BOOK: 13 1 PAGES:46-75 I INTERIOR PARKING = 15 SPACES REQ'D INT. ISLAND AREA=(13/15x180)=180 RME CONSULTING ENGINEERS I CLIENT NO. PROJECT NO. �JUN 26 2011 PROVIDED INTERIOR ISLAND AREA = 455 SQ.FT. 178 - 04.18 IN G.V. � 1 � -- Lu-`;_1L "r . ,z;,:! PHASE 1 & 2: I DEVELOPMENT `� SER,h;_Z S INTERIOR PARKING = 21 SPACES - PI T FILED: RE 'D INT. ISLAND AREA=(21 /15x180)=252 - i LA I 1 PROVIDED INTERIOR ISLAND AREA = 646 SQ.FT. SHEET 8 OF 32 � F- d �z a[L �I- z ADJUST FLOWLINE >- zo w OF VAULT BOTTOM ° iY z d r- (AS REQUIRED) <d > F/L=314.05' Oz Q cwr 04 n ui Q 0 0 0 F/L=313.90' to a _ ° - - 4 ®- 0 M 0 0.25% 0 0 0 co N 0 O CENTERLINE) t9 F/L=314.05' DRAIN E- W TOP OF VAULT mg - WALL VARIES Q w/PAVEMENT bi 16.00' DETENTION VAULT NOTES: AREA INLET 1. REFER TO STRUCTURAL DRAWINGS FOR EXACT F/L-312.88' AT OUTFALL w ui of z 48"0 CONNECTOR r-PIPE I? 0.25% 1 CENTERLINE DRAIN o' 16.00' L �I Q►- z0 � z0 d IL Z d d '� Li 0'' 48"0 CONNECTOR ¢ raw 0 ` PIPE l �� 5% TOP OF VAULT & �- WALL VARIES w/PAVEMENT F/L= 313.88' F1L=313.8 0 0 CV I F/L=314.04' I SPECIFICATIONS & REQUIRMENTS OF DETENTION VAULT. z < Qz � �z 2. TOP OF PAVEMENT IS SHOWN ALONG THE WALLS z `� " EVEN IF IT IS UNDER A CURB. g� tV� „� P�i j i J.B.�/ / STORM SEWER F/L=313.95 -.0Oz � I oz F/L=313.7T � i/ � �\\ �ELECTRICAL rOw �, 0 \ / % TRANSFORMER co co F/L=313.62' \ / F/L=313.80' - -4- / t 32 - 0.25% 0 FIBER OPTIC` - 12" (TYP) N / _ 0.25% - _ - o �Z ^ , MARKER M.H. 0p w o 1 /2" I.R. 1 1.00% ` F/L=313.41' F/L=313.77' > _ F/L=313.95' CENTERLINE _ \ j C.O. DRAIN 24'-6" 17'-6" �s \ 0, DETENTION VAULT PLAN TYPICAL 3 N.T.S. ' '�I i / P.P. FIBER OPTIC MARKER T/C=325.40' / > T C=325.20' CABLE �' / \ CALLAWAY SUBDIVISION, PHASE TWO / .� ! - / , } L.P. `\ ` /U`A\KER J.E3. � l / LOT 1, BLOCK ONE / !!S \\ (VOLUME 6869, PAGE 99) , ! `\ Q 1 T/C=326.37' / / II T /C=326.44' - / ! / T,lC=324.87' , A.I. I �� a °1" / S`I� 0 6 • l ` { T C=324.52' B.F.P. { / M.H. / i "\ I n0`ti / F.H. / �oS / T/P327.80' \ `` / /// 3.25% I / \ T -C= 7.04' / / P.P. / // '` 100, T =324.78' � i I I T/C=327. 5' !/ ! was 31L C 5 % // { 1-1 { ' _91- T/C=323.88' t{ { i to f T/C=326.04' lool�- ; I T/ =325.20' �J,O• , - { ` , 15. { rJ � M.H. T/C=327.66` t/ry / !/ \ "1��. �1 \ I �� ��� T/C=327.7 / /! �� \ \\ I \�' `✓ j� F.D. \ II / ♦ /� i �' T =322. 8 I MAINTAIN 2.00% (MAX.) I E.M ! / CROSS -SLOPE IN 3c�r• s `\'\ L C 0 8/ /-'+' �-- % \ { 1 ..s / i , PEDESTRIAN AISLE 32A „,� �� 1 •P / _P M.H. / P.P. j / �� I NO BOC @ ISW E.M. \\ \ / .� ..�' .- C.O.a r, •� rrl o / ` G.V. ,•� 1/ ! 6`� /� \ RAMP j �� / 41 { I Un NAP. T/P=325'65' / s C=326.32 = / / -i rn t T/ -326. 1 � D11 '.`� � { / \ � I E � I / / T/G=323.20' �--- i I( 1/2" I.R. LP. ! �jL \ / TfG_= 2.35' `, �- tad S I , q I ! , ' ` I , \ - 3 / NO BOC _ ._ W Tjc=32 .4 ' d,�/����L� I �( I 1 �, y f 5r2l j ��5 /j r�IL.P. ��, C RAC T.P. I • og I \ TjC-325.09' - / / % �� C. L -+i 'r p81j G.V. I F.H. \ - '-�- / I / - C7 j \ I � ® C------- ; -- 7 \ 1 .y Z ► ` / ' \ I 4.50% I ` \ I C.O. I( / JB2\ o { \ ELEV.=331.75 , / - t T/C=325.70'_ ( ®r 0 -- C.O./ -- 0 L 1.90 MAINTAIN 2.00% (MAX.) xG.V. I / T/C=32'.60' i B ILDING No. 2 P I MAINTAIN 2.00% (MAX.) 1 CROSS -SLOPE (IN ALL ` r` - I I ' �` CROSS -SLOPE (IN ALL f T/C=323.25' DIRECTION) IN H/C `W I _ F`.F. 325.65 i i DIRECTION) IN H/C / PARKING SPACE AREA P.P. / I I d-'I a �' t 3' WIDE CONCRETE ( E.M. ! PARKING SPACE AREA 1 / t DRAINAGE FLUME (TY -� E r� I I T BUILDING No. 33 \\ 1 �} h it o j- T/C=324.74' /G=32 .75' i 6 I / _ { Q + t J / o 0 1) w/CONCRETE 11 F.F. 324.30 T/c= 3.ao' / / ALK - �J I I `I E M. 1 I `' { { +� �h L _ J T/C-325.17 1 L - 40 T/C=325.90 � -,_. �- - � (�/ i �-- 0 /C-327.89 � � / � 2.20%_I 6' SSW /" i /C=327.72, N L�P. , I I I I I I/ ► I I i i = / b\ _ 0.76%- 1-0%-L,° (3 o 1.70% _ 0.66% } ! T C-325.80' / I �� T/G=323.00' N LAP. I cn / / 0 0 / T/C=324.15' II 5 o MAINTAIN 2.00% (MAX.) /p T/C=324.59' / I i I L-- J I - i O T P=325.8 CROSS -SLOPE IN / T G=323.34' / /G=321.47 00 / N / / / I / a / D9 / / I I a M.H.Q M.H. // D8=322.03' � � , N j � I I PEDESTRIAN AISLE � � � 1 !- - - - � - A.I. I ZQ 4.00%_ J 1.� ° � I /1 1.16% ff /1 1.0to f-____�=-- 1---- - - - -- � _�=-- _---"� I 1 P �) I T/=324.18 / (A.I. J JB1 �r'a \ P 2 1 ob / 'C=327.49' `v / I T =325.14' ! / / I ( \ f/ 3 \\ {•� { P / 1 / 1 o f T/C=324.31' 4 'n T/C=326.13' ! ` o r� F.H. T/C=323.63' \ /C=322.19' o \\ �` { TjC=3 4.83' ,n \ ` /C=321.fi3' 1.00%r I J III \ t 1.00%� o 1 3 58% j I I \\ 39� I P 7717 I P I (6 SW i i 1 0.50% - III ® E.. l i / ( TRAFFIC T/C=327.21' f j - - E.M. ®E. E.M. I 'I I I d ( f / I W. % 3' % I { V2 I SIGN T C=327.07' / L.P. / r ti r / OD p�l/ / 0 I f \I f l- d- E.M. / B F 00 E.M. �� I r I \ / / ( / / I I 1 0 / T/G=323.90' I Z I ! I ( I \ I- '� - Ci c� 1 _ T/C-322.50', I 0 ( J -1- Y 1 I 4 0 O G=323.75; r�j • i/ . \ I O r- O ,o % F �� I "j% II I1 trj z(Vd N 5 a zN MAINTAIN 2.00% (MAX.) ca / I CROSS -SLOPE (IN ALL , Li 0 t Z f1 1 A. / Q � ul uj > / DIRECTION) IN H/C d o ( _ LL: I Tv ,`� Z� I j I N - I _ LL: 1 0 { I N PARKING SPACE AREA ,� - `tL m ' r �• I I I I r I j m/ I / I / i_ I/ c.. / 2 L` 1 I � I i I L m I G.O. / �- 26' 11 37'-2" TYPICAL 1 N.T.S. 32' - 1 2" (NP) Q 1.00% _ 1.00% 16' `I 16' TYPICAL 2 N.T.S. PLAN NORTH 0 30 60 SCALE: 1" = 30' v v v 1 srroP! CALL BEFORE YOU DIG TEXAS ONE CALL SYSTEM 1-800-245-4545 (AT LEAST 72 HOURS PRIOR TO DIGGING) NARNING!I: THE CONTRACTOR IS TO LOCATE ANY AND ALL UTILITIES PRIOR TO CONSTRUCTION AND IS SOLELY RESPONSIBLE FOR ALL D_%kGES TO EXISTING UTILITIES DLT TO ANY CONSTRUCTION ACTIVITY. SYMBOL & LINE LEGEND 0 POWER POLE LIGHT POLE GUY WIRE ANCHOR ® GAS PIPELINE RISER mwv WATER VALVE ®wm WATER METER KocV DOUBLE CHECK VALVE (DEV ELECTRIC VALVE ®BV BALL VALVE 0EM ELECTRICAL TRANSFORMER E)r,m GAS METER Op MH MANHOLE *0-0. CLEANOUT C&FH FIRE HYDRANT ®lp TELEPHONE PEDESTAL =1 Al AREA INLET am JUNCTION BOX @�jAL AREA LIGHT (GROUND) e Pe FIXED PIPE BOLLARD CURB INLET - - - BUILDING SETBACK LINE ------- PROPERTY LINE -------- EASEMENT LINE P.U.E. PUBLIC UTILITY EASEMENT PLAN NOTES: 1. REFER TO SHEET COA & CO.2 FOR GRADING, DRAINAGE, AND MISC. CONSTRUCTION NOTES. 2. REFER TO SHEET C3.3 & C3.3 FOR GRADING AND DRAINAGE CONSTRUCTION DESIGN & DETAILS. 3. FINAL GRADING SHALL PROVIDE FOR A MINIMUM OF SIX INCHES (6") OF EXPOSED GRADE BEAM (EXCLUDING FOUNDATION ADJACENT TO SIDEWALKS). 4. ALL SIDEWALKS APPROACHING THE BUILDING, EXCLUDING THOSE w/STEPS, SHALL BE ADA ACCESSIBLE WITH CROSS -SLOPES LESS THAN 2.00% AND LONGITUDAL SLOPES LESS THAN 5.00%. T.B.M. #1: R.R. SPIKE IN POWERPOLE LOCATED IN THE SOUTHWEST CORNER OF THE INTERSECTION OF MARION PUGH DRIVE AND LUTHER ROAD. (ELEV. = 331.75'-NAD 83) T.B.M.2•. SQUARE CHISELED IN SOUTHWEST CORNER OF CURB INLET LOCATED ON THE WEST SIDE OF MARION PUGH DRIVE. CURB INLET LOCATED IS LOCATED JUST NORTH OF ITS INTERSECTION WITH HOLLEMAN DRIVE. (ELEV. = 324.1-8'-NAD 83) GRADING LEGEND DRAINAGE DIRECTIONAL ARROW IT/P=lo_o7o__o_j TOP OF PAVEMENT T/C=100.00 TOP OF CURB T/W=100.00 TOP OF WALL T/G=100.0o 1 TOP OF GROUND OR GRATE (5' WIDE) SIDEWALK LEAVE -OUT 7607 EASTMARK DR., STE. 250F <77840> POST OFFICE BOX 9253 COLLEGE STATION, TEXAS 77842 EMAIL: civilCa,)rmengineer.com OFFICE - (979) 764-0704 FAX - (979) 764-0704 TEXAS FIRM REGISTRATION No. F-4695 SURVEYOR KERR SURVEYING, LLC 505 CHURCH STREET COLLEGE STATION, TX 77841 OFF: (979) 268-3195 FAX: (979) 691-8904 GRADING ADJUSTMENTS THROUGH SITE 1 6/20/11 (+0.85') AND OTHER VARIOUS CHANGES MARK DATE DESCRIPTION SUBSI AwTIALLY COMPLETE ISSUED F0 C0 N STRUCT10 till /20/11 CONSTRUCTION DRAWINGS ISSUED PRIOR TO THIS DATE ARE REPLACED BY THIS SET & SHOULD NOT BE USED FOR CONSTRUCTION. J�QrtE OF TE-1, I 8583 -� Of+ •.�/C NEE rh Ste' w w 1..:� M ' r» a Q X TL X -�� 0H oz !W �^ V V Q w Z�Q U O Qo a� o V)LL. Z {f} m W Z M w0 12 F- Cki O _J � O� w z O Ld o; Z O C mo O00 Q F- 0 W rCr_ V F- CLIENT INFORMATION AMERICAN CAMPUS COMMUNITIES (OP), LP c/o CHUCK CARROLL 12700 HILL COUNTRY BLVD., STE. T-200 AUSTIN, TX 78738 CCARROLLOAM ERICANCAM PUS.COM PH: (512) 732-1000 FX: (512) 732-2450 I FILENAME: 0418GP1 B SCALE: 1 "=30' - SUBMITTED DATE: 2/23/11, 4f4/11, 4/20/11 DRAWN BY: R.A.M. CHECKED BY: R.A.M. W FIELD BOOK: 13 PAGES:46-75 t ! It �t. p 4 ENGINEERING RME CONSULTING ENGINEERS CLIENT NO. PROJECT NO. 17$ -- 0418 SHEET 9 OF 32 _ �,' o �/ II �r I / 5.5% f\ / I ` ! T C=323.32' / 1 I( c o i / I D10 I II , I / I{ -1 D5 I T/C= 20.96 to Zc0 �N Z�r / j6.50°Z I M_ " { C.O. ,� O� I , C7 M 1 iI I� P- rl O ON // I { Z N T/G=3 u 1 I I► J �; Q I z ►� I I 1 c� TJc= 22. t/ I / p I I T/G=321. I I N { N ! a� I J ti C9 I I T/-326.59 11 L_P /[ I Iy 1 I t► 1 I = I� 1 ,� z 11 / o� 1 h h I I1 T=326.45 1 % /C=3 5.77' L { 1 oo ITJC=323.fi9' I o J 1 �'- I / = 1 J � 5 I °° r r/c= 22.52' 1{ I r ? , 1. 6% ,� ! ! 1 M.H. I ! ( I ! m i M.H. i I 1 I I •...� % % •.- 1 PLAN i I f J ,r,/ 11� -� I 1 + I i r l / 4.1 % Q 'III rnF.D. D AINAGE 11 i N(3�i1'II 1 ( / F.D.C. 1 i 1 --- 1 >\ 1 ..� __. i F.D.C. { 0 �.D.C. ( /` _ r' E.Ti ®llrl C=3�1.40' 0 30 60 I to J T C=325.7 ' I I -1 I 1 i i 1 �• / 3. 2% 1 r' E.M. I 1 0 / I I 1 1 I ! I E.M. j =3 0.84' SCALE: 1 30 1 1 J f I I I I li l I I, i 1 J I I 1 j / I -I T/C= 22.20' N 1 " __ a_ M t/ J a) { I I I t t I I ( / I I / Tn r rn { t � o 1I \ T C=326.00' \ j n I ` y 1 I t I 11� \ IiY' j 1 I I/ I Z N C.C1l/ I N % T C=322.20' t i 16 I o\ 1 it i/ / L� I I I ! , I z 11 / \I\p N i N {z N \ I { r / I 1. L 0 li I /j z D4•/E.H. r it t t {{ \ Z ii - I�R,AINrAc DIVIDJC _ - i Z ��_ 4 >� o.1�I I o LL: 1 3.8 % -T2.35% i m / t C.o.1® o N 1 0.75% 1 1 1 1 ll t t.- 1 / /=325.84' J \ +� i 1\ i 1 \ `` \ -i j 1 N ! N r ,++ I = �, TJG=320.40' 1 C= 21.16' v i _ T `C=323.32" T { / N 1 w LO IIT of \ I G= 2 .85' . I t 4 / rn I-�. /I I T/G=3 1.10' / LO 325.27' �I I I I a C T/C=323. i9' f I 1 `v �`� I WARP FLOWLINE / i o j i I I\ 1 /\ O 4+ I J 1 1 I AS SHOWN i t I T/G=323.78' L 15 I D16 t J.61 % I I 1 1.40% / 14 11 / J 1 / I { I \ > J \ t E M. * i E.M. - - / V3 [ n T' C=32�.46' I D1 % d C.O� ; JB4 M. t I _ o - {i�i1.{ {t \ o 4.00% 336%- ® E.T.L--------I------ --J , 12.19�° I r�L,,._....� I �}° r,�.H.`"�=�= -z-_ 1 , 1 i ((,t� 0 L� T/C-�22.36' 6' ' N i B =- C.O. �,.(..- - DRAIN C Di ADE - i ` / •�+ I 00 \ { ( TJC=3 4.91' 1 � I 1 � 1 1 1 / �' F..C. _ _ � ` �.� ®.,� � \ 1 I / C.O. -� _ / -- E.T. ® 2.75%�� O�Z5% I - / _� -11 C=325.56' F.H. 1/ "+: '6 1 fi t 14 - l 13 1 1 10 �C i 3` 1. 1' O t 1( 1 VS Z -to/C= 4.52' I T P=324.00' T/P=323.42 t i / 1 t / T C=325.77 I 1 y TJP=324.52 / i Igo j I BUILDING No. 26 1 TjC--322 20' I j j ,� ?> -C ON.� 1 POOL 1 `° t F.F.=322.45' I E.M. / i g: % 'or 1 5`3% -t MAINTAIN 2.00% (MAX.) i 5 /� T P-322.05' ° 1 0 0 1 �r 1..[� / \ I 1 l / 1 40 jG=320.33' t I /- 0 t t a0 I O 1 I U Tn [ -a 1 CROSS -SLOPE IN ALL o / / L I � l � F.F.=324.40' D2 I o t i '� _ � • I / �� ) [ 1 ` DIRECTION) IN H/C 1 T/C= 20.83 T P=32.. c.; I I 1[ 1 PARKING SPACE AREA 1 T/C= 2.26' 5.507 \ k \r ._ _i t I- _ r_ i T/C=320.90' t t I r 1 �st � t N T/C=322.45' �� 1 t ii t ( 1 1 1 1 �' W/IN 11 I I i i i I I f_ 1TfC•- 2fl.9fl' to � t T G=320.6E 0.75%� D3 0.75%.- 1 ' t 11 VTJP=32z.D5', 321 = _ - _ _a rt \ 30 S.Y. OF ROCK RIP -RAP 0 1 / , \ l / 1 �' ` - C.O. .p / w/FILTER FABRIC, PLACED IN 1 1 jl T C=324.62' 1 1 \ N \ 1 -- I __ -4 ' D15 -- V4 T/G=320.18' { ({� I I I � CONCRETE GROUT AT 2-5' /C=326.2T 1 a.° N ! 1 0.33% T/P=324.62' BUILDING No. 1 '� \ ��s I I 1 i I I 1 WIDE SIDEWALK LEAVE -OUTS I 4.17% [ t F.F.=324.75' 1 1 1 '=r \ I 12 (n o i 1 1 I' I 1 �Q \ - 8"0 TO 12-0 STONES (40 z. I 1 I (I if LB MINIMUM) I s, - i{Il{1 if d I � TRAFFIC , i / 1 / MAINTAIN 2.00% (MAX.) 1 1�° � � \ I SIGN MONUMENT 1 / "L P CROSS SLOPE IN 1 1� BUILDIN6 NO., 25 E.M. i a 0 1 I I �1i 1 1 ii It I SIGN [ / PEDESTRIAN AISLE , T "c=322.45 N ` T c=321.36' F.F.- 21.60 t LIP•1 I 1 \ i 1 T/C^.325.96' =3 5.66' l/ / % { �' / T/C=321.41' N ; { \ ( 1 ' % \ \ j J L I T/C=322.25' 1 { 1 I I{{ i t\ 1 A GRADE DITCH TO DRAIN 1 'T/C=326.6 / [ t / 2 TJC=3 3.12' t T/G=322.60' F•DiC. I 1 MAINTAIN 2.00% (MAX.) T P=32o.7s' { I 1 I I \\ \t 1 11 \ (AS REQUIRED WITHIN t [ L CROSS SLOPE 1N ALL _J L_ ' r _ j 75% \ ( \ ° 409% \ _ ({ (( \ I ! LIMITS OF THE PROPERTY) t MAINTAIN 2.00% �, I f / / \ s.;g9q F �---�� PEDESTRIAN AISLES { `i \ (MAX.) rni / 1 / / / / \ E.T. ® t \ T C=321.26' 4 I \�\� I 1 \ C= 21.50' \` \ EXISTING 42" CMP CROSS -SLOPE IN \ ( T/P=325.02' i - 0.75% - \ \ \ PEDESTRIAN AISLE ( I� [ I F/L pN)=312. 4' �, T/C=324. rn 321 �- DjjjjRAINAGjjEjj UfVIDE((jj Q '_ �I T/P= 22.74' j J V V V II e: 01 \ \ \ i 0.81% m� T P= 2 '.44' 0.18q, 0 0 20q; >\ \ \ \ FJL (OUT)=31 .88' ,n w / a i T/C=321.24' D1 IT? T/C=321.10' \ I I zl 0 3.77%I I t 1.02%_ -� N ---- , i \ T/P=320.95' d..0,° \ T/G=320.32' .36% \ o �V \ \ \ 2 i �1 o i I T/G=323.12' y ,��` t,, `\ v1 \\ \ t MATCH NEW 1.75% a o �;i / I 1'66 �22 } 0.84% t u? I \ I T/C=321.24' t ron TfC=321.10' d.2d% i I I --•. �t \ 0.18% �; \ 0,75% PAVEMENT 4 ,�°� -�- I F I \ 1 I I 16i'.! I I I I r - , 321 \\ 1 \\ TO EXISTING UILDING 2 - -tLI- I I ~`\\♦ \' \ "/� PAVEMENT - _ , i 1 - -_ a75y°° z_ t DRAW AGE a / ♦ \\ \ i M H. C- 21.33 �� F.F.-3 4.00 f r � \ r -I taIVIDE� i - � � _ 30 S.Y. OF ROCK RIP -RAP ELEVATION & FIRELAN� s _ _ N ' 1.35%'` r _ _ _ s 1 - r _ ., , _ SIGN J TiC- 24.r2' / T c- c=3 1.94 \ /c=321.26' ,3%�.H• T c=321.1s' \ \ w/FILTER FABRIC, PLACED IN GRADE FLUSH / \ \ CONCRETE GROUT AT T/G=322.20' \ - I T/C=321.5 ' i t _ r MAINTAIN 2.00% (MAX.)i 1 1 ` DISCHARGE POINT - 8" 0 TO \ TjC=322•ds' o T/C=321. 3' I ( CROSS -SLOPE IN „ t I T/P=322•so' b` N ( PEDESTRIAN AISLE I I j{ 12 0 STONES (40 LB 1 T/C-325.39' TjC=325.29' /C= 24:72 \ \ BUILDING No. 3 E•M• m W BUILDING No. 24I \ 1 TJP=322.15' F.F.=3122.60' F.F.321.75' ; E.M. I 13.05 L.F. OF 48'+� RCP MINIMUM) I F-1N 4 CL 3 0 0.25% SLOPE I % - L► - 50 0% �. ` / \ � I F/L(0)=312.92, i \- ` T/P=323.3 _- I T ` V8 TJC=3 1.25' \ �t o c o. F/L(I)=312.95' I 1 BUS STOP cy , 1.42% ` F.D.G. ` - t ® _ t P. \ MAINTAIN 2.00% (MAX.) TJC=322.61' ti F.D.C. TJC=3L1.60 8 C.O. -� E.T_ N r N { I I 1 ' 1 CROSS -SLOPE (IN ALL (-1.1 T/G=321.35' I I MAINTAIN 2.00% (MAX.)( } o ° I I 1 T/C=321.55' I p� 11 I I 11 I CROSS -SLOPE IN T=324.65' DIRECTION) IN H/C o c•o• I 6.13%� / I o° I I ! ,. Z N PEDESTRIAN AISLE T c=324.5 ° PARKING SPACE AREA t i %21 I I ` 13 261`I TjC=321.60' 1 1 f D6 50 i (D M 1 11 1 l I t C.50. 1 3.25% /=325.02' 1 t r I 1 -.• I 1 I \ 4.07 58% (( I t � j A.I. D22 i � III 1 I 11 f I 1 >JNA P FLOWLAE j � - / \_ i \ { tAS s Io rrrJ i I T/c-32o.09' / j \ L C10.0 i i { I T/G=32 .09' 1 2.72 I I I 1 1 N 1 T/C=321.11' Y / " I 1 1 I 1 I /c= zz,s1' i/ 1 F„ ~ C.O. 11 1 .\ _ j T/`C=324.43' o =: i I I \ 1 I I z. 1 I 1 I/ 1 I+ ® t I 1 z \°.-0. J [ \ E.T. M r I I i I o �, \ T/G=322.6 ' Q i o o I i I co \ 11 I 1 I I L N\ 1 ,� [ ® T c=324.28' \ Zap ®c}0. I \ x i I I I ,� z s / d O U7 Ni 1 c' 22 I I I/ I I C7 i') 1 - r� E.M. 1 t 1') 4.00% 4.50% N \ I I i N � z it t \ [ ®0 0 \ \ \1 0 Z - i F J D- I t D3o �- z° 1 1 1 M c� f \\ I I 1 1\ I\ N �\ r• 1I a o� I \ zu _ 1 \I wIY 1 m {tllty� C. m I\ /=324.45' 1 o m \ M p �`" f t] - L �I t 1 r 11 I I11 L.P. ( 32 I \ ! o i I ! i o \ i » 1 \ 1" - \ , o � y �\ N C.I. p _ 15_0 R.C.P. _ p I ! (i, i I v I T=320.10' \ 17 I I • „ ( ( ( ( t r I I 1 I I, I \ v6 [ \oQ T/=324.64' j / J I �I , I IT/C=3 2.85 i L \� E.M. E M� \ , C.O. i NI II I I I t ' o _ E.T.® 41 4%! 1 J$6 1fi T/C=321.99' \ 321 D18 =`� _� = 0.64%C , - Z 11, E.M. I { �� s ... \ t fP=32 .8 m, o \ -AINA_ \ -....� r ul I vy , �I I a ( I M l 1 i \ piVIDE I\ ♦ / TJC=321.55 F.D C � �, i 1.66% / f l ! /G=321.35' t i I \'1 I (' \ MAINTAIN 2.00% (MAX.) i T/P 323.44' E.M. 8% \ I \ I\ I T/=321.45' i T C=325.13' F.D.C. / I /P=32o.s9' \ N i CROSS -SLOPE . (IN ALL \ \ „ {j� Q I I T/C _324. ',00� �� t 30 I I i \ M \\ 1 DIRECTION) IN H/C 1 - T/ = 21.80' - 11.00 L.F. OF 48 0 RCP ' t - -{- - _ PARKING SPACE AREA DR WAGE DIVIDE- - F�D.C. t 1 1 f I LOB I I 1 I \ I I \ I I \ 4 J \ (CL 3) C� 0.25% SLOPE 4.03 2.50 �• \ I _ _ I 00 m i v, F L / JB8 ® E.T. ", t - 1 1 \ �. F/L� )} 313,430 t T C=324.99' 1 D29 I (I i , I i \ r-- J LO , // i I 1 31♦ \ f 1 i .�n I I I 1 I \I I �, , �� r7 J a r I % F.H... I I r ` I 1 1 I I L Z C? i "� Z I oN F.D.C. [ / t i< TRAFFIC `v L.P. I i 1 I j I I I I 1 I {z Tj = 2.61 1 1 N N i I I , i 1 . �� o SIGN / I 33 1 ! 1 a I t,Y 1 i t M M C9 r0 _ ` ry ♦ ♦ ! \ 1 ob 1 t o'� t i I I 23 \ z11 i I 'z n �, tyI \ t 1( 1 z 06 I V zi V) N -I r I I o �; I� C.O. C.O.o LL I t r o } I I\ \ Irl)N r) I i� I 1 JPi �� I J_� \ N_ I T C=324.80' 1 G'� N IN N U' i� ry I I 11 \� I TJG-320.111 \ V' z M- �Ir`"j r, Z VI. I o h� I m (II I \ J C O I / L �� 1 NL�' t �I i C9C / I [ o - - Ii I r7 �, j I 1` I I r''11 If i � N i I 1 - "7 I m ( m I 1 11 i I NTi I q 9 I \ i { Q � I, r { � I I j \ i I I ' 1 � I 1 I I I I I 0. I I I t 1 I,i I I 1 1 i \ L 1 / [ I I I 1 1 I 1 1 D7 c.o. \m I I I \ S TC4F tP_-Zosa; a CALL BEFORE YOU DIG TEXAS ONE CALL SYSTEM 1-800-245-4545 7607 EASTMARK DR., S`I•E. 250F <77840> (AT LEIST 72 IDS PRIOR TO DIGGING) POST OFFICE BOX 9253 WARNING!!: TILE CONTRACTOR IS TO LOCATE ANY AND ALL UTILITIES COLLEGE STATION, TEXAS 77842 PRIOR TO C{NISTRECTION AND IS SOLELY RESPONSIBLE FOR ; Lt, D,%kGES TO rXTSTTNG UTiLiTiFS KT TO ANY CONSTRUCTION ACTiYTTY. EMAIL: c1V11(ajmengineef.com OFFICE - (979) 764-0704 FAX - (979) 764-0704 TEXAS FIRM REGISTRATION No. F4695 SYMBOL & LINE LEGEND 0 POWER POLE 3 LIGHT POLE GUY WiRE ANCHOR GAS PIPELINE RISER D�OwV WATER VALVE ®1m WATER METER NDCV DOUBLE CHECK VALVE mEV ELECTRIC VALVE O BV BALL VALVE (REM ELECTRICAL TRANSFORMER (DCM GAS METER ®o MH MANHOLE 6C.O. CLEANOUT 4FH FIRE HYDRANT ®TP TELEPHONE PEDESTAL Al AREA INLET as JUNCTION BOX 0-�4& AREA LIGHT (GROUND) C PB FIXED PIPE BOLLARD CURB INLET - -•- BUILDING SETBACK LINE -------- PROPERTY LINE -------- EASEMENT LINE P.U.E. PUBLIC UTILITY EASEMENT PLAN NOTES: 1. REFER TO SHEET COA & CO.2 FOR GRADING, DRAINAGE, AND MISC. CONSTRUCTION NOTES. 2. REFER TO SHEET C3.3 & C3.3 FOR GRADING AND DRAINAGE CONSTRUCTION DESIGN & DETAILS. 3. FINAL GRADING SHALL PROVIDE FOR A MINIMUM OF SIX INCHES (6") OF EXPOSED GRADE BEAM (EXCLUDING FOUNDATION ADJACENT TO SIDEWALKS). 4. ALL SIDEWALKS APPROACHING THE BUILDING, EXCLUDING THOSE w/STEPS, SHALL BE ADA ACCESSIBLE WITH CROSS -SLOPES LESS THAN 2.00% AND LONGITUDAL SLOPES LESS THAN 5.007. T.B.M. #1: R.R. SPIKE iN POWERPOLE LOCATED IN THE SOUTHWEST CORNER OF THE INTERSECTION OF MARION PUGH DRIVE AND LUTHER ROAD, (ELEV. = 331.75'-NAD 83) T.B.M. 2,{ 2 SQUARE CHISELED IN SOUTHWEST CORNER OF CURB INLET LOCATED ON THE WEST SIDE OF MARION PUGH DRIVE. CURB INLET LOCATED IS LOCATED JUST NORTH OF .ITS INTERSECTION WITH HOLLEMAN DRIVE. (ELEV. = 324.18'-NAD 83) _GRADING LEGEND DRAINAGE DIRECTIONAL ARROW T/P=1oo.o0 TOP OF PAVEMENT T/C=100.00 TOP OF CURB I/W=1u0-0u1 TOP OF WALL T/G=10o.0o TOP OF GROUND OR GRATE 0 (5' WIDE) SIDEWALK LEAVE -OUT SURVEYOR KERR SURVEI'ING, LLC 505 CHURCH STREET COLLEGE STATION, TX 77841 OFF: (979) 268-3195 FAX: (979) 691-8904 GRADING ADJUSTMENTS THROUGH SITE 1 6/20/11 (+0.85') AND OTHER VARIOUS CHANGES MARK DATE DESCRIPTION SUB TANTIALLY COMPLETE ISSUE[) FOR CONSTRUCTION A./20111 CONSTRUCTION DRAWINGS ISSUED PRIOR TO THiS DATE ARE REPLACED BY THIS SET & SHOULD NOT BE USED FOR CONSTRUCTION. kq ll+r * • * rr i * g. .�. 8583 r w M w f1 Ld w z < Q z �� a_ X W F Zx. CL W a W z Z W = O mm 0 0 - Do Q z � < >_ W O Ljj �O L old <C w o (� =:2J W 0Z O0 Li 0z t- m o C) m) 0 F- w F- Q O W F- . CLIENT INFORMATION AMERICAN CAMPUS COMMUNITIES (OP), LP c/o CHUCK CARROLL 12700 HILL COUNTRY BLVD., STE. T-200 AUSTIN, TX 78738 CCARROLLOAM ERICANCAM PUS.COM PH: (512) 732-1000 FX: (512) 732-2150 FILENAME: 0418GP1 B I SCALE: 1 "=30' SUBMITTED DATE: 2/23/11, 4/4/11, 4/20/11 DRAWN BY: R.A.M. CHECKED BY: R.A.M. FIELD BOOK: 13 PAGES:46-75 RME CONSULTING ENGINEERS CLIENT NO. PROJECT NO. 178 - 0418 SHEET 10 OF 32 PAVEMENT TO EXISTING PAVEMENT - ELEVATION & G ARE FLUSH MAINTAIN 2.00% (MAX.) CROSS -SLOPE IN PEDESTRIAN AISLE T /C 324.E 324.28' 4.00% D31 4.50% T/C=324.4 B cm L0 I b _. D23 i .50 a T`00 1 I r \ \ ) I - I C.Q. I T -T Ii ( I/ i MAINTAIN 2.00� AX. I / LA o I �' /G=32 .09' '� 0 N a CROSS -SLOPE IN Z Ki -a I Z N `'' i 1 z N '� d PEDESTRIAN AISLE ' T=322.60' •• I I N I I C4 \\ 1 / I 0 O N ` { ( T G=3?_1.9_' N } N I CD to - r \t- N I TAPER TO ZERO L Z o0 �, t9 M ! \ Z_ p N _ o �� T�2 .35, �\ CURB 'C=324.42' LP• \ d N N Z II t rJ T C=3 2.61' l I Z II ` T P=322.35' 1 y � c� N I z ` 9 w 2 C. o. -� �,, 1�C ► 1 Z L� IY j cr+ I ! of ° to 1 ri T/G=321 0' � L` ni IT/C-321._8 i f / f n I ( s� / I Q b� N �. \ _ , m I UILDING No. 20 1 { I t / I o I i I m I i i ' I ! o �; m E.M. B•F.P. Q' �- - _ '< 2.2 % _ _ L F.F.=321.fi5' 1 1 •M I I� IWiM1 �'� C- 4.66' \ - I La 1 - W.M. \ E.T. E M ' 1 32 0 / I T/C=322.9 I I , o '� \ i R 1 1 1 - \� 11 1 I BUILDING No. 11 \ / m I I I I I, I v I I t - ® E.M. I PLAN t \\ N \ \ T/C=324.67' \ 1.1 /C= 325.43' / V T C=325.6 ' �2`a T/P=324. 8' `�1.75% I 32S Q 175; T/C=325.51' I I I f� FIRELANE� L.P. o SIGN ! 324 - T/C=325.1 ' M N I a (D ,a i� _ `� 004 O N I Z D28 F.D.0 LJ_ 3.50 tl 0.5Q% I Z a00 ) T/C I 0 1 I Q � I � � I I � � I f f \ C.I. f C.I. `o if' J. B. \ G. V. E V.=324.18`'1 T/C I I �AFF s SIGN \ II \ U) P.P. M.H. I L.P. L--- r I � o r N � o 0 I T/C=323.31 r I t 0.50% F.H I 1 Q 323.8 1 ° L.P. LN C m ' T/C=323.03' -L (� I I \ 5' sYW}, 1 p 5 / / \ 1-. 1. ' \ I I I I I J- -- j I // \ M.H. o t t 1 iF �F.=322.35 NORTH o \ TjG=322.fiQ' T 11 I aq I\ I t 322 1 I p.59, T/C=321.63' o F.H. T/C=321. y .F'P. \ •-t 11.52% 1 i 1 .1 ,) o ♦ ,�� C! T C= 2 .3 I � 1 I T/G=324.25' C3 \ _ E.M. 3.03%t I I I t - - - I �O \ T/P=322.35' O 30 60 \ T/C=322.34' ' // 18 M.H.J \ T/G=321.35' I r t 1 t c,� I E.M. E.T. 0 _1- I ( \ in i /� T/C=321.80' / / \ 75=°- �' T/C=321.78 o' t i F.D.C. �o . o /%F.H i I i .[� �� �l 4 '' / 1 .�'� t T/C=321.98' I t t 1 i SC -ALE: 1" = 30' { -�- a F.D.C. • A. \ f D19 32 \ E.M. I t r t° CURBTAPETO ZERO 1.18% I / 4A 1 \ I ( 24 1.0- 0 4._ •�� TjP=320.89' r t r / \) I i 321 - �' ` "` ' T/G=320.48' T/C=322.56' \ 1 1 I BUILDING No. 41 tooi D24 1 11 1g% I \ F.F.=321.85' •.Q M.H. � •.�,_ 0. T/C=322.38'11 G t ti T/C=323.10' i 1 322 1 \ l 1 1 -, F.D.C. T/C=322.26' \ 1 t l f / f T C=322.75' 0 44%' ~- 324.47' 2ra t� / �.- 6 /W �.0. 1a {--"'� ...• o\ r w r r I \ MAINTAIN 2.00% (MAX.) 28 �I 1- T/P=322.71' i ,q �_. a_ ` CROSS -SLOPE IN 0.75% 1 T/C=323.88' 1=323.74' _ f _�.- I v` C.O. 322 1 t G N°, 2 C' 3 2.68' \ O PEDESTRIAN AISLE l I _ T/C=32h.85' 11 0 55 0�- I ` 1 W.M. r' f 19 1 BUtLDiN 322.85' j \ -I \ _ 4 7 F.F.= I �' o\ � T%C 3 .3 0.5_ 5��-�- 324 D2Jr , _ _ -} .0. e �� - s 1 B1P. �l t4O, 13 E.M. t t 11 E.M. ` I b , o N 1 I I \ 1 BUILDING r t1`0 1 1 1 0 F.F. j 322.95 11 f I _ \ 1 'C=3 22.83' 1 Q O T/ =3 .45 ti �1 �i ' 1 1 TjG=321. 5 4 \ to j BUILDING N°• aRa11aAG� I It J I = 1 1 0.50 E.h�. F.F,f=-323.95 i I �11\ I F.D.C. f 0.50q• a>r Q.SQr° - r r 1 I ` T/G=324.10' 6 I E. 1 / 1 1-,_ I i- �� T/P- 8 1 I O BUILDING N°, ! _il / l _ D2o �� TIC-3«.,4 1 0 1 1 1 1 0 \ Z 0 I C=324.45' 324.5 T=320.85' r r 1 1 \ D 27 =C) (3 C=323.0 29 T/P _322 0 1 _ r r r I ` , � 1 D26 1 / � �� \ 1 IL.P. 1 1 r 1 1 t 1 � • VC-3 7T/C=322.27 '32 1 35' �J�N-�- J. -� \ 11 T/G=322.15 / _ / 20 1 i BUILDING No•,1b �-- - \ I I / -P 1 .�► -1- , 4 I -- -- -, 11 t I I E.M. F.F.=322.45 I F.H. .4 / A, �� I--' E.M. �- 1 NO. ! 1i \ I l 9 1 t T -6\ 4. BUILDING I 1 BUILDIt N°• T c, 22.31 3 J 1 F.F,=322.90' N F.F.=322.45' - {` - r I C- 1.75 O \ It 2$ \ , 8 ! I t\ L_ t r J C.O. .25 /P=321.25' I MAINTAIN 2.00% (MAX.) E.M. tt ; BUILDING N°; ��� f I1� E.T. - ` l 1 I rJl T/P= 21.75'...- ' CROSS -SLOPE (IN ALL / 11 E.M. 1 F.F,=322.75J 1---t ' 1 y DIRECTION IN H C / 11 ) �_ 1 �--- � C•Q• ) � j ' ' a.42% � � I / I I 1 rt LIFT STATION PARKING SPACE AREA 11 / -,- - J ` i 10' sXW { M.H. 1 I I NO BOC ® SW / 11 r - a C.O. I I T jC=321.97' w S' o _ RAMP / E.T. - 11 L-� { 1 i t i 1°g C. 0. - -` - - T/C=321.95' T/G=322.75' / ` 1 0.`F5' r 0.95% I / T T =322.7 C/O' l._ J ` / f ' 3�� ,i .� /G=,20.1Q' l i r` Ar ;T/P=321.7 `r 1/ 1/2" I.R. 6 j SS�. / / ,�� ) Q / ` FIBER OPTIC A.). D21 U, C.Q. f..r P. ( / MARKER 1 1 1 1 T/C=322.53' �11 / p.70%// / •3_ 7%- 1.16f° _ _ \ 1 T/G=321.66' 11 / -- _ v~ T/C=323.20' � % / ` "' ^-- o /O.Z.�7 a / ,,,, ..,,. ,,,►. ...~ � i � ..- � T/P=321.25' r7 nt {- ` -, .1010 / / T=321.99' _ -- '' T/P=321.50' 0 / C.O. A I � % / L.P. 321 �-' D27 / 0.71%_.. _ A 320 319 P.P. T/C=322.5T / _ r- -J 0.7%� I + -L -^- 322 .., .,. f T C=321.6 0.7/ = 21.54 T/C=321.53' T/C=321.42- / L.P. j��=322-.1 Z _ 497.1 Cv 323 T/C=323.72';' / - 0.71% I ., !`L 5 54,45 w T/C=321. 6' s/W T/C=3 4 o \ "`SIGN U� \ 1 LR' T/C=324.10' _ ••"'••�'"' % /2" I.R. / �� /"(" A'S P.P A� [ p v E t I I MAINTAIN 2.00% (MAX.) `y' A, ` WAY - { I��� (73' RIGHT_OF - 1 t2" I.R... CROSS -SLOPE W 6' S/W PEDESTRIAN AISLE ---- - 1 I I I TRAFFIC TELEPHONE - J SIGN 'r MARKER- Jc� F.H. IIi r O# DRAINAGE PIPE LEGEND Q# DRAINAGE PIPE LEGEND NODE NODE DIA. FLOWLINE FLOWLINE PIPE I.D. I.D. OR RISE DISTANCE SLOPE DOWNSTREAM UPSTREAM I.D. FROM TO (IN.) (FT) (%) (FT.) (FT.) DRAINAGE SYSTEM No. 7 21 V8 D22 36 21.07 0.40 313.75 313.83 22 D22 JB6 36 92.78 0.40 313.93 314.30 23 J86 D23 36 119.22 0.40 314.40 314.88 24 D23 D24 36 105.95 0.40 314.98 315.40 25 D24 JB7 30 65.55 0.40 315.90 316.16 26 JB7 D25 30 43.95 0.40 316.26 316.44 27 D25 D26 30 61.22 0.40 316.54 316.78 28 D26 D27 24 107.00 0.40 317.28 317.71 29 D26 D28 24 163.83 0.50 317.28 318.10 30 JB6 D29 30 110.26 1.00 316.02 317.12 31 D29 JB8 30 100.46 0.75 317.22 317.97 32 JB8 D30 24 84.50 0.75 318.47 319.10 33 JB8 D31 24 84.50 0.75 318.47 319.10 NOTES: 1. UNLESS OTHERWISE SPECIFIED ALL STORM DRAINAGE PIPE SHALL BE ADS (N-12). 2. SEE "TRENCH BEDDING" DETAIL ON SHEET C3.4 FOR ALL ADS BEDDING AND BACKFILL REQUIREMENTS. 8DRAINAGE JUNCTION LEGEND A# DRAINAGE JUNCTION LEGEND PIPE I.D. NODE I.D. FROM NODE I.D. TO DIA. OR RISE (IN.) DISTANCE (FT) SLOPE (%) FLOWLINE DOWNSTREAM (FT.) FLOWLINE UPSTREAM (FT.) NODE I.D. NODE TYPE RIM/GRATE ELEVATION (FT.) GRATE SIZE (FT.) TRAFFIC GRATE BOX OUTSIDE DIMENSION (FT.) NODE I.D. NODE TYPE RIM/GRATE ELEVATION (FT.) GRATE SIZE (FT.) TRAFFIC GRATE OUTSIDE DIMENSION (FT.) 1 01 V1 24 & 18 24.85 0.25 312.82 & 316.94 312.88 & 317.00 V1 VAULT CONNECTION POINT N/A N/A N/A N/A D12 AREA INLET 322.98 3 x 3 YES 5 x 5 DRAINAGE SYSTEM No. 1 V2 VAULT CONNECTION POINT N/A N/A N/A N/A D13 AREA INLET 324.78 3 x 3 YES 4 x 4 2 V2 D8 36 39.32 0.50 314.00 314.20 V3 VAULT CONNECTION POINT N/A N/A N/A N/A D14 AREA INLET 321.10 3 x 3 NO 4 x 4 3 D8 J81 36 131.01 0.50 314.30 314.96 V4 VAULT CONNECTION POINT N/A N/A N/A N/P. D15 AREA INLET 320.60 3 x 3 NO 4 x 4 4 JB1 D9' 30 55.66 0.50 315.46 315.74 V5 VAULT CONNECTION POINT N/A N/A N/A N/A D16 AREA INLET 321.85 3 x 3 NO 4 x 4 5 D9 D10 24 109.20 0.50 316.24 316.79 V6 VAULT CONNECTION POINT N/A N/A N/A N/A D17 AREA INLET 323.78 3 x 3 YES 5 x 5 6 JB1 JB2 30 94.74 0.90 315.46 316.31 V7 VAULT CONNECTION POINT N/A N/A N/A N/A D18 AREA INLET 320.10 3 x 3 NO 4 x 4 7 J82 D11 30 47.04 0.90 316.41 316.83 V8 VAULT CONNECTION POINT N/A N/A N/A N/A D19 AREA INLET 320.48 3 x 3 YES 6 x 6 8 D11 24 139.63 0.90 317.33 318.59 D20 AREA INLET 320.85 3 x 3 NO 5 x 5 9 D11+)12 D13 24 90.56 1.50 317.33 1 318.69 JB1 JUNCTION BOX 322.78 24"0 N/A 5 x 5 D21 AREA INLET 320.10 3 x 3 YES 6 x 6 DRAINAGE SYSTEM No. 2 JB2 JUNCTION BOX 324.20 24"0 N/A 5 x 5 D22 AREA INLET 320.09 3 x 3 YES 5 x 5 10 V3 JB3 24 1 79.86 1 1.50 316.05 1 317.25 JB3 JUNCTION BOX 321.75 24"0 N/A 4 x 4 D23 AREA INLET 320.09 3 x 3 YES 5 x 5 11 JB3 D14 24 1 15.00 1 1.00 317.35 1 317.50 JB4 JUNCTION BOX 321.78 24"0 N/A 5 x 5 D24 AREA INLET 322.05 3 x 3 YES 6 x 6 DRAINAGE SYSTEM No. 3 JB5 JUNCTION BOX 324.00 24"0 N/A 5 x 5 D25 AREA INLET 323.45 3 x 3 NO 5 x 5 12 V4 D15 24 1 50.28 1 1.50 315.75 1 316.50 JB6 JUNCTION BOX 320.80 24'0 N/A 5 x 5 D26 AREA INLET 322.15 3 x 3 NO 5 x 5 DRAINAGE SYSTEM No. 4 J87 JUNCTION BOX 322.71 24"0 N/A 5 x 5 D27 AREA INLET 321.66 3 x 3 YES 4 x 4 13 V5 JB4 36 11.50 1.25 315.06 315.20 JB8 JUNCTION BOX 323.44 24"0 N/A 5 x 5 D28 AREA INLET 322.13 3 x 3 YES 4 x 4 14 JB4 JB5 36 101.79 1.25 315.30 316.57 D1 AREA INLET IN VAULT 320.32 3 x 3 YES N/A D29 AREA INLET 321.35 3 x 3 NO 5 x 5 15 JB5 D16 24 14.36 1.25 317.57 317.75 D2 AREA INLET IN VAULT 320.07 3 x 3 YES N/A D30 AREA INLET 322.60 3 x 3 YES 4 x 4 16 JB5 D17 30 100.63 1.50 317.07 318.58 D3 AREA INLET IN VAULT 320.18 3 x 3 YES N/A D31 AREA INLET 322.60 3 x 3 YES 4 x 4 DRAINAGE SYSTEM No. 5 D4 AREA INLET IN VAULT 320.40 3 x 3 YES N/A 01 HEADWALL N/A N/A N/A N/A 17 V6 D18 24 69.33 1.50 314.95 316.00 D5 AREA INLET IN VAULT 320.40 3 x 3 YES N/A NOTES' 1. REGARDLESS OF GRATE OR RIM ELEVATION IDENTIFIED IT SHALL BE INSTALLED FLUSH IN ALL PAVEMENT AREAS. DRAINAGE SYSTEM No. 6 D6 AREA INLET IN VAULT 320.09 3 x 3 YES N/A 18 V7 D19 36 56.31 0.35 313.90 314.10 D7 AREA INLET IN VAULT 320.19 3 x 3 YES N/A 19 D19 D20 30 105.16 0.35 314.60 314.97 D8 AREA INLET 321.47 3 x 3 YES 6 x 6 20 D20 D21 30 107.00 0.35 315.07 315.44 D9 AREA INLET 323.34 3 x 3 YES 5 x 5 D10 AREA INLET 321.27 3 x 3 YES 4 x 4 STrc>lp ! 1 CALL BEFORE YOU DIG TEXAS ONE CALL SYSTEM 1-800-245-4545 (AT LEAST 72 HOURS PRIOR TO DIGGING) WARNING!!- THE CONTRACTOR IS TO LOCATE ANY AND ALL UTILITIES PRIOR TO CONSTRUCTION AND IS SOLELY P.ESPONSIBLE FOR ALL DAMAGES TO EXISTING UTILITIFS DLT. TO .ANY CONSTRUCTION ACTIVITY. SYMBOL & LINE LEGEND 0 POWER POLE LIGHT POLE GUY WIRE ANCHOR ® GAS PIPELINE RISER mwv WATER VALVE ®WM WATER METER ®DCv DOUBLE CHECK VALVE 0EV ELECTRIC VALVE ®BV BALL VALVE OEM ELECTRICAL TRANSFORMER E)BM GAS METER ©MH MANHOLE 6C.0. CLEANOUT �FH FIRE HYDRANT ®TP TELEPHONE PEDESTAL m AREA INLET Me JUNCTION BOX II<jAL AREA LIGHT (GROUND) e P6 FIXED PIPE BOLLARD CURB INLET - - - BUILDING SETBACK LINE ------- PROPERTY LINE -------- EASEMENT LINE P.U.E. PUBLIC UTILITY EASEMENT PLAN NOTES: 1. REFER TO SHEET COA & CO.2 FOR GRADING, DRAINAGE, AND MISC. CONSTRUCTION NOTES. 2. REFER TO SHEET C3.3 & C3.3 FOR GRADING AND DRAINAGE CONSTRUCTION DESIGN & DETAILS. 3. FINAL GRADING SHALL PROVIDE FOR A MINIMUM OF SIX INCHES (6") OF EXPOSED GRADE BEAM (EXCLUDING FOUNDATION ADJACENT TO SIDEWALKS). 4. ALL SIDEWALKS APPROACHING THE BUILDING, EXCLUDING THOSE w/STEPS, SHALL BE ADA ACCESSIBLE WITH CROSS -SLOPES LESS THAN 2.00% AND LONGITUDAL SLOPES LESS THAN 5.00%. T.B.M..1: R.R. SPIKE IN POWERPOLE LOCATED IN THE SOUTHWEST CORNER OF THE INTERSECTION OF MARION PUGH DRIVE AND LUTHER ROAD. (ELEV. = 331.75'-NAD 83) T.B.M. 22-: SQUARE CHISELED IN SOUTHWEST CORNER OF CURB INLET LOCATED ON THE WEST SIDE OF MARION PUGH DRIVE. CURB INLET LOCATED IS LOCATED JUST NORTH OF ITS INTERSECTION WITH HOLLEMAN DRIVE. (ELEV. = 324.18'-NAD 83) GRADING LEGEND DRAINAGE DIRECTIONAL ARROW T/P=1oo.o0 TOP OF PAVEMENT T/C=100.00 TOP OF CURB T/W=100.00 TOP OF WALL T/C=100.00 TOP OF GROUND OR GRATE El (5' WIDE) SIDEWALK LEAVE -OUT Fopt GOI GI TAN E ►UN It C. 11 C 0 LL E0E : 1,474 I INP ERIN _. �_Z_JEF 7607 EASTMARK DR., STE. 250F <77840> POST OFFICE BOX 9253 COLLEGE STATION, TEXAS 77842 EMAIL: civil*. mengineer.eom OFFICE - (979) 764-0704 FAX - (979) 764-0704 TEXAS FIRM REGISTRATION No. F-4695 SURVEYOR KERR SURVEYING, LLC 505 CHURCH STREET COLLEGE STATION, TX 77841 OFF: (979) 268-3195 FAX: (979) 691-8904 GRADING ADJUSTMENTS THROUGH SITE 1 6/20/11 (+0.85') AND OTHER VARIOUS CHANGES MARK DATE I DESCRIPTION SU STA TIALLayff COMPLETE ISSUE® FOR CONSTRUCTION �rlKm CONSTRUCTION DRAWINGS ISSUED PRIOR TO THIS DATE ARE REPLACED BY THIS SET & SHOULD NOT BE USED FOR CONSTRUCTION. 4 w C) = » w W w Z < < X IL Q 0 zw �p o Z > � �0 mo 0 < w : Q ¢ o d o U)Z tI) Q m Q WOW 0o wQ 0 Q Ld o� W t.� Z ` O m 'S' r o Z �0U 0 Q ~ 00 o A/ J 0 W F_ CLIENT INFORMATION AMERICAN CAMPUS COMMUNITIES (OP). LP c/o CHUCK CARROLL 12700 HILL COUNTRY BLVD., STE. T-200 AUSTIN, TX 78738 CCARROLL®AMERICANCAMPUS.COM PH: (512) 732-1000 FX: (512) 732-2450 FILENAME: 0418GP1 B SCALE: 1 "=30' SUBMITTED DATE: 2/23/11, 4/4/11, 4/20/11 DRAWN BY: R.A.M. CHECKED BY: R.A.M. FIELD BOOK: 13 PAGES:46-75 RME CONSULTING ENGINEERS CLIENT NO. PROJECT NO. 178 - 0418 Ed SHEET 11 OF 32 TYPICAL FREE-STANDING F.D.C. w/KNOX LOCKING DEVICE ON CAP PUBLIC WATER 2'x2' CONCRETE PAD Of bi 2" CPVC (D1784) FILL < LINE FROM BUILDING TO FDC (ROUTE VAFbrS) J m � I O W W Q 3 w a 4" PVC (C909, CL 200) � PUBLIC FIRE LINE :3 Ld m m 1- -6 U) m Q 4" (MJ) ISOLATION VALVE w/AMPRO LOCKING LID (LL562) - - LOCATED AT EDGE OF EASEMENT 3 I 4" PVC (SCH 40) I- PRIVATE DOMESTIC I WATER SERVICE MAIN 3 2" PVC (SCH 40) FIRE 3 1 2" PVC (SCH 40) FIRE SUPPLY TO BUILDING I �-- SUPPLY TO BUILDING w w w -- w -- w w w -- -- 2- VC (SCH 40) DOMESTIC 3 w 12" PVC (SCH 40) DOMESTIC SUPPLY TO BUILDING I 1 SUPPLY TO BUILDING I 4" PVC (C900, CL 150) �'� ; I PRIVATE FIRE�_"/ SPRINKLER SUPPLY LINE'J TYPICAL METER BANK SCHEMATIC- N.T.S. r I�Iw m III I III II ICI I� I� I� I� ley'" I.R_ JE'w G.V. 'Cell- P. P. 1 > Q I P 0o ^ I- LL = c� o00 m_ W II I In is � 3 f TRAFFIC Al i 1 3 SIGN) ICI PROPOSED PUBLIC WATER LINE, SEE SHEET C2.1 3 io j II EXISTING 8" PUBLIC SANITARY SEWER M-H.\�� \ EXISTING WROUGHT j \ IRON SECURITY FENCE TYPICAL FIXED PIPE BOLLARD (CENTER BETWEEN FDC's AT DUAL POINTS) TYPICAL FREE-STANDING FDC & FILL LINE SCHEMATIC N.T.S. FIREHYDRANT LEAD-----� z TYPICAL FIRE TYPICAL FIXED IPE BOLLARD FIRE HYDRANT SETTING ADJCENT TO CURB N.T.S. \ ETER MEfER c B.F.P /c�i / VARIABLE WIDTH - 0.238 AC P.U.E. (ORDINANCE No. 2806)_� 25' P.U.E. A. 1. / f' l� \\\ /CALLAWAY SUBDIVISION, PHASE TWO ---- LOT 1, BLOCK ONE / \\ (VOLUME 6869, PAGE 99� /$ MASTER METER #1 (3" \ \ ZONED: R-1� METER) w/BACKFLOW PREVENTOR' A.I. '/ / �N6 / f " p'�25. F L=320.50' 11 1l F F �QE / M.H. / �� 6 F.D.t=. \ to C.O.' E.M. p.p. VARIABLE WIDTH , / s\ NrPEE f �\ 1/2" LR.JI 3 ,D E' L. rT'P--! -�: F.H. #1 3 � 10' P.U.E. 10017/7) I li I N \. �" s Fl YLW UPTIC; ARKER i H.--1 /2„ I.R. UTILITY DEMAND_ SUMMARY: BUILDING TYPE 1 BUILDING TYPE 2 BUILDING TYPE 3 PEAK PEAK PEAK USE AVG (x4.0) AVG. (x4.0) AVG. (x4.0) SEWER (gpd) 1,600 6,400 2,400 9,600 1,600 6,400 WATER (gpm) 7 28 10.5 42 8 32 COMM. CENTER MAINTENCE BLDG. SITE TOTAL PEAK PEAK PEAK USE AVG (x4.0) AVG (x4.0) AVG. (x4.0) SEWER (gpd) 1,350 5,400 150 600 65,500 262,000 WATER (gpm) 3.4 13.75 1.7 6.75 287.1 1,148.5 IRRIGATION (gpm) 45 45 UTILITY DEMAND NOTES: 1. PEAK WATER SHALL BE DETERMINED BY THE BUILDING CODE - FIXTURE COUNT METHOD FOR THIS NEW RESTAURANT FACILITY. 2. SANITARY SEWER AVERAGE DAILY FLOW WAS DETERMINED BY THE B/CS METHOD 2 - LAND USE DETERMINATION. 3. IRRIGATION DEMAND IS THE PEAK DEMAND AND IS AN ESTIMATE AND SHOULD BE VERIFIED BY THE IRRIGATOR. METER BANK SIZES: METER #1 - (3" METER) - BUILDINGS No. 29 thru No. 32 METER #2 - (3" METER) - BUILDINGS No. 36 thru No. 39 METER #3 - (3" METER) - BUILDINGS No. 27, 28, 34, & 35 METER #4 - (2" METER) - COMMUNITY CENTERM BUILDING 40 & BUILDINGS No. 25 METER #5 - (3" METER) - BUILDINGS No. 3 thru 5, 15 & 16 METER #6 - (3" METER) - BUILDINGS No. 17 thru 19, 23 & 24 METER ##7 - (3" METER) - BUILDINGS No. 5 thru 10 & BUILDINGS No. 12 thru 14 METER #8 (2" METER) BUILDINGS No- 20 thru 22 METER #9 - (3/4" METER) - MAINTENANCE BUILDING (BLDG 40 & 41) METER NOTE: At.L MASTER METERED BUILDINGS/UNITS SHALL BE PLUMBED IN A MANNER SO THAT ALL INDIVIDUAL DWELLING UNITS CAN BE INDIVIDUALLY METERED IN THE FUTURE. 1 /1; PLAN NORTH FIBER OPTIC 0 r 30 60 MARKER SCAl,F: I" = 30' _ 1 Nam. I 1 CABLE Lk t 1 MARKLR --) - ` PROPOSED PUBLIC WATER LINE, I I 1 SEE SHEET C2.3 1 . , F.H. #5 - I � �-- r I I 1 I • F.D.C. � 1 SPRINT 1 I UNDERGR D t I ' 1�FIBER OP O 1 Q ' (J► t m 1 o� 1 00 1 Z �� I I 1, 1 1 ➢� 1 -rl CRITICAL GRADE LOCATION - APPROXIMATLY 0.89' OF 1 1 CLEARENCE BETWEEN 24"0 �; ; O ADS & 4" SANITARY SEWER 1 Q I 1 ' - i I i � 1 VAR L WIDTH P.E.E. 20' P.U.E. 1 (10017/7) CRITICAL GRADE LOCATION T - APPROXIMATLY 0..25' OF 3 CLEARENCE BETWEEN 36"O 1 1 1 I 1 SEWER 8" SANITARY i 1 I r� I ADS & 6 SANITARY S1Q \ _- PROPOSED SEWER I ( A S9 � PUBLIC WATER LINE, p I � II \ \MH8 oSEE SHEET C2.4 MH911c o }I 1 1 VARIARtF WIDTH _ _ _ _ \i 15' P.U.E.- / / iz P.E.E. F)----------� -�- --- ------qn1l A.. w - w w w w w w -- --I}r -- w - w -- w -- w\ w\ w -- w -- w --lw w -- -- -- -- - w - �- -- - - _ C - / / II F.H. #8 - - MASTER METER #2 (3" -- f / - -- -� I (( 1 I METER) w/BACKFLOW MASTER METER #3 (3" , \ i I \\ J I' I 3 ; PROPOSED 1 3 PREVENT - 6' Wv p PUBLIC WATER LINE, - 6' s ;,ti - -I METER) w/BACKFLOW \ --- - I; 1 } --- ---- --- w I i - ----I- -------- ST. RA.H_ SEE SHEET C2.3 P�REVEENTOR - - - - - i ®' I i � - 1 f ( I _P. �F E.M. - E.M. - - - -I I I I I I 1 I L_' J i ; SPRINT �I ( ( � E.M. 00 E.M. I I :I ! -UNDERGR D r as 1 i _.. ; FIBER OP �o� I o ff^ � I;� I ' � 1 �`� z cfl r o I Q I I I i I O z ro NW I �s I dM 0- I II I NW 0NW i h- 1 m 1 11 ��W 41 i II i o ZII0 to jll j ZII�- o 0`I z'� 0 I II I �I `L-" it o `` L °. `L " i i I I �= ®' III I y F1.1. 1 v C.O. * i VARI LE WIDTHP to ��J \ \\ \ IL \ \ ®0' I I \ \ 1 \ y� J, 'C a � rn w - w - w, -- i tot C.O. +✓� o O ,r III �I Cn I) F/L=322.70' F/L=320.50' it i �� BUILDING No. 32 E.M. E,;.;I. BUILDING No. 33 II i i F.F.=325.65' F.F.=324.30' ilI L li (TYPE 1) I (TYPE 1) 11i ! I E.r, L _z r_.J L_z r_J I ( CRITICAL GRADE LOCATION..�--� 11 I .- I 41 - APPROXIMATLY 0.53' OF 6' S r/,W I CLEARENCE BETWEEN 30" S T C) P ! 2 CALL BEFORE YOU DIG TEXAS ONE CALL SYSTEM 1-800-245-4545 (AT LEAST 72 HOURS PRIOR TO DIGGING) WARNING!!: THE CONTRACTOR IS TO LOCATE ANY .AND ALL UTILITIES PRIOR TO CONSTRUCTION VND IS SOLELY RESPONSIBLE FOR ALL DAMAGES TO EXISTING UTILITIES DUE TO ANY CONSTRUCTION ACTIVITY. SYMBOL & LINE LEGEND 0 POWER POLE } LIGHT POLE GUY WIRE ANCHOR n5a GAS PIPELINE RISER MWV WATER VALVE ®wM WATER METER IDCV DOUBLE CHECK VALVE (tEV ELECTRIC VALVE O BV BALL VALVE OEM ELECTRICAL TRANSFORMER G')cM GAS METER OMH MANHOLE *C.o. CLEANOUT ayFH FIRE HYDRANT ®T' TELEPHONE PEDESTAL ❑ AI AREA INLET ®o ,IB JUNCTION BOX IKiAL AREA LIGHT (GROUND) O PB FIXED PIPE BOLLARD CURB INLET - - - BUILDING SETBACK LINE - ----- PROPERTY LINE -------- EASEMENT LINE P.U.E. PUBLIC UTILITY EASEMENT w -- w - 2" or 4" PRIVATE WATER SERVCIE -- w -- w 2" or 4" FIRE SUPPLY LINE 4", 6", or 8" SAN. SEWER SERVICE -- - - -- PRIMARY ELECTRIC CONDUIT SECONDARY ELECTRIC CONDUIT PLAN NOTES: 1. REFER TO SHEET CO.1 & CO.2 FOR SITE, PARKING, AND MISC. CONSTRUCTION NOTES. 2. REFER TO SHEET C3.4 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. CoCS ELECTRICAL NOTES: 1. THE CONTRACTOR SHALL INSTALL THE PRIMARY AND SECONDARY ELECTRICAL 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 (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. h m 0 s C'.44 PL AN C COLILLGe S IATION ENGINEERING i Coair�r >e��s l607 LAS I'MARK DR., STE. 250F <77840> POST OFFICE BOX 9253 COLLEGE STATION, TEXAS 77842 EMAIL: cis il(cirmengineer.com OFFICE - (979) 764-0704 FAX - (979) 764-0704 TEXAS FIRM REGISTRATION No. F-469-S SURVEYOR KERR SURVEYING, LLC 505 CHURCH STREET COLLEGE STATION, TX 77841 OFF: (979) 268-3195 FAX: (979) 691-8904 7 GRADING ADJUSTMENTS THROUGH SITE V6120111 (+0.85') AND OTHER VARIOUS CHANGE MARK DATE DESCRIPTION SUBSTANTIALLY COMPLETE ISSUED FOR CONSTRUCTION 4/20/11 CONSTRUCTION DRAWINGS ISSUED PRIOR TO THIS DATE ARE REPLACED BY THIS SET & SHOULD NOT BE USED FOR CONSTRUCTION. OF i B �. 8583 - 4�- .� ��t+ •.�/c N��� 0 w L.� W Z > Q w 0_ I� `/ W Z i/L��� 01- �' V) _j Z > I..L :20 coA �o � U Ld Q < o Q D W 0W 1 o �0 �1- L- 0 Q �1 LLj z ~ Ld o LLJ G � Y U V) Z 0 o J m o z Q � 0 i- H- 0 W r F_ CLIENT INFORMATION AMERICAN CAMPUS COMMUNITIES (OP), LP c/o CHUCK CARROLL 12700 HILL COUNTRY BLVD,, STE. T-200 AUSTIN, TX 78738 CCARROLL@AMERICANCAM PUS.COM PH: (512) 732-1000 FX: (512) 732-21450 FILENAME: 0418UP1 B I SCALE: 1 "=30' SUBMITTED DATE: 2/23/11, 4/4/11, 4/20/11 DRAWN BY: R.A.M. CHECKED BY: R.A.M. FIELD BOOK: 13­1YPAGES: 46-75 RME CONSULTING ENGINEERS CLIENT NO. PROJECT NO. 178 - 0418 CIE SHEET 1 2 OF 32 :.sm.■�� 0 0"W LLJ CL' 0 ^ !I r ! �LL- cn !� O 00 Q II PROPOSED PUBLIC WATER LINE, SEE SHEET C2.1 & C2.2 �I TRAFFIC SIGN — I 1 ! II ! I L�"`� IIII I� II cZ�>- I Z+04 �III � oerz z I� aZ °^°4C-06 N w Uv �WC7�!II I -IIIII) � Q Q c�I w I I I C9 M o s2o 1 i ty LL -I i 10 P.U.E. 3 I , -' �= III � `` 1 � 10017%7) L.P ! I L I m J a o l MH1 l o- t ,� I 5 III . I j m Ili H1 i I t 1- L = III m �'; y 1 I I I ! m SS II III > I! I- L. J I I r F.D.C. E- I I M— M w— F.D. F.D.C. I I �- — w w I w ..-s 1 7 - I I! I III I h I I Ift ._- E.M. �I 11 E.M. I I r III II I I I r 1111 �1- I; I M S19 I ! III 1 I r ( VARIABLE � lid WIDTH P.E.E it II' Y I I z ' I ;n < 1 I Y 't 6 m 1 1 %n 1 I Ita I! z o Q I I I L r` 11 z r J I Wff- 1 I � k I L N w II z N L.P. I z cN w G-05 I > I I Ld I a _ c\I W C� a 1 I 0 1 1 r� ,( z 11 a' is ! 1 r z II o. z I I F- -� i t i i i l r o LIB =, I I i a I I 0 m C I !! I , 1 I j C. c�. i I 1 1 u- m �1 I I m I I m I I I jI ( I I m I` I: (� I c.c. �{ 3 ! I� S7 L J -1 I I I I L J I I T E.m. (1l a.l t 1 I t I 1 MH7 ( I 1 F. --- -- Il-- F.M. — MH1 -------------- I # __ -I— ----------- ------ I -- — o--_--�� - - _I _-----__ — IN IN 1TA13C�W1-15TH— h ! c.o. L.P. s ( CRITICAL GRADE LOCATION L , ---- Tl - _ P. E (' H. # I 1 St. M.H I - APPROXIMATLY 0.48' OF F/L=315.45' I„ . . , ._ I I CLEARENCE BETWEEN 240 f! L.P. I ! I I _ ADS & 8" SANITARY BUILDING No. 26 I 1 ! ! I POOL HOUSE—\ I I '! SEWER F.F.=322.45' POOL r4Oj,} I 81.60 L.F. OF 6" DIP I 69 L.F. OF 2 PVC CONDUIT (GREY) I I 250) PRIVATE SEWER I { I w/PULL STRING FOR SECONDARY A.I. (� I L_z �_J L_z r_J L_z VARIABLE I { i. SERVICE (UNDER BUILD 3 I WIDTH P.E.E.! I ELECTRIC SERVICE (36" MIN. COVER) - J MAINTAIN 24" (MIN) HORZ. SEPARATION L.P. �r 4�-------------� I I w/ALL OTHER UTILITIES &PLACE IN - , ' I F.D.C. < s T I N SPA AT DITCH - w -"'- w w w t I w _ .._._ w IIL=----=-I- I I A I!I I ! f BUILDING No. 1 ! { I F.F.=324.75' Ij ! : SLEEVE 2' DOMESTIC & 2" I I ! (COMMUNITY CENTER) �) Vi I FIRE SUPPLY THROUGH j I -.H.I I! N VAULT w/6 STEEL CASING BUILDING No. 25 _ I I io I i �I MASTER METER #4 (2" II (CARRIER PIPE w/SPACERS) F.F.=321.60' E.M. 3 I I METER) w/BACKFLOW I) _ Ies>jn� I - -' " -1 PREVENTOR' I! (TYPE 2) e I SIGN �� - _ 1.5" I RI ATION METER PROPOSED - F.D.C. E.M. /W- wPUBLIC WATER LINE,1 ti L--1 r i SEE SHEET C2.4 3 - - - -- - w�-- w — w ®— -- w -- w — w-�-- w -- w -- w�� w\J I A. 1. -ems_ �- r _-1 f-- n- - � r 15' P.U.E. !� 2 I BUILDING No. 24 I I \ BUILDING No. 3 E.M. I i - , I F.F. - 322.60' I U) F.F. = 321.75 E. M. I ; � ; ' L.P. _�= -- ( TYPE 1 I (TYPE 2) BUS STOf� !I 1 5' S�"v' C.O. __ - FR- L. I J _— w O 'C' w M w IE- 3 I I C.O. L_�----i---+�- VARIABLE WIDTH 111 A,i. r 1 3 I I I I I I P.E.E. o/ e I I I I � I I 1 PROPOSED I L c-o4 N r PUBLIC WATER LINE, ! 3 I I 1 `� I I! 1 I I I ' ' °°4r 0 SEE SHEET C2.1 & C2.2 ! ! I r (I I 10 I I I T I O z w J I I p I,� I I I co , z I L z T ( - t�r)n 1 6= OD cn t9 FIRE LANE SIGN Al�� 111 0p C.1.1101u====___ j I ( O o o� I I L I I I I cv w _J I� zN LO I li a I II I I canes_ LL� II c�1 w III - C-03 Z r -I I o I I I I I I r z 11 I ® I n w t '� I I I t( I p u- L. I I O I I- _ z II � � I II I� I 1 I ; p Ii I I I ' t I I I 1 m L r n L� , , I 9 C.O. I m ,1 -- i C.I. 11 II (r III I m II I o I I I III �11 L E•®. A - - - - I I 1 I a J. B. I .- - I ! _-- -I �-----_ _-- — ! .I j I I !� I L I I c.0. , �n -_—! 1 ' ' I r I 1 I I �._ E.M. ca 10' P.U.E. A.I. O ------------ — —/ , I II 10017/7) 3 1 I I I00 - 1 I'11 A �1 --- F.H. I II / I�- II L °nN 11# 60 - / r I I I z I I z cv WI c� M W L.P. LO (I 1 1 j I C� +� w 1 I I// / ,) (� I; (I I o �-, r 11 Y I ly-I I I ! z II �- III Z 0 op Iw III I z n N I I a 1 I I I II r p �� C.0.1Ia C.O.®F ~ � / Z 04 11 I cvw J II I I' -j mJLL- c w I I I; I 'l l z ii _I I I I I 11' m I I I m ° (31I III o � I II , , � Li .� I I- ; m L m I i' I I I I 11 i III 0.0- («� II I II h I II I m L - '� PROPOSED PUBLIC I WATER LINE, SEE SHEET I ` C2.3 & C2.4 NS; { I 20' P.U.E. , 1 PLt31�1 C. l L- (10017j7) I 1 jNORTH O ;I) 60 I SCALE: 1" = 30' t a ` Y% F 4 I 1 I SPRINT UNDERGR ND - FIBER OP F.H.#6 G. 75.00 L.F. OF w/18" STEEL ENCASEMENT (3/8" WALL THICKNESS) I & 8" PVC LOCKING JOINT CARRIER PIPE w/CASING SPACERS & END SEALS (THROUGH CHAMBER) 3 I ' MH6 1 II 0. 3 N C I 0 O 1t I 1 0 CL ING) S6 I �� 3 10 o n I r - I I �o UA.I. I � N j I t -A- 3; L.P. CRITICAL GRADE LOCATION I ' - APPROXIMATLY 0.25' OF I CLEARENCE BETWEEN 30.0 I I ADS & 8" SANITARY ' I p 5T. r„tH. ! I ` SEWER i«I I I 1 I I S5 :_I- MH4 r_ `42" 0 C.M.P. M5 I '1 CULVERT - r, - s> Fy 1) I N ` MASTER METER #8 1 METER) i I L �� 1 I �I Im zW - 1 IC.0, P= Ir z23 III { 1 E.M. c i ( M — M 1 I-IE.1. SPRINT I I II E.M. ', UNDERG NO I IIII r FIBER 0 ' III li N I '} I L 6 u 1 I 1 l gg cV W ST.OM.H. it III �'� Z '� I PROPOSED PUBLIC I i /- WATER LINE, SEE SHEET F. ^ I� I (� ? 1i ; C2.3 & C2.4 m y ` t 3 20' P.H.E. I,I II I I JI w w — w J - 1 I li � 1� t 5 � 0 I ca K) I I 1 I, i=, Lt_ . I Al i n I II ? LL' 1 1 � L m I \ --A STOP ! 1 CALL BEFORE YOU DIG TEXAS ONE CALL SYSTEM 1-800 245-4545 (AT LEAST 72 HOURS PRIOR TO DIGGING) 1'ARNINE'±: THE CONTRACTOR IS TO LOCATE ANY AND .ALL UTILITIES PRIOR TO C(ASTRCCTION AND IS SOLELY RFSPONSIBLE FOR ALI. DA6fAGES TO EXISTING UTILITIES DUE TO ANY CONSTRUCTION ACTIVITY. SYMBOL & LINE LEGEND 0 POWER POLE LIGHT POLE GUY WIRE ANCHOR 1!w GAS PIPELINE RISER mwV WATER VALVE ®wM WATER METER IDCV DOUBLE CHECK VALVE ZEV ELECTRIC VALVE 4) BV BALL VALVE ®EM ELECTRICAL TRANSFORMER $GM GAS METER OMH MANHOLE 01G•o• CLEANOUT C&FH FIRE HYDRANT ®Tp TELEPHONE PEDESTAL Al AREA INLET ["B JUNCTION BOX p�AL AREA LIGHT (GROUND) o P6 FIXED PIPE BOLLARD CURB INLET - - - BUILDING SETBACK LINE ------- PROPERTY LINE EASEMENT LINE P.U.E, PUBLIC UTILITY EASEMENT 2" or 4" PRIVATE WATER SERVCIE 2" or 4" FIRE SUPPLY LINE 4", 6", or 8" SAN. SEWER SERVICE PRIMARY ELECTRIC CONDUIT SECONDARY ELECTRIC CONDUIT PLAN NOTES: 1. REFER TO SHEET CO.1 & CO.2 FOR SITE, PARKING, AND MISC. CONSTRUCTION NOTES. 2. REFER TO SHEET C3.4 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. CoCS ELECTRICAL NOTES: 1. THE CONTRACTOR SHALL INSTALL THE PRIMARY AND SECONDARY ELECTRICAL 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 (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. I 7607 EASTIVIARK DR., STE. 250E =-77940% POST OFFICE BOX 9253 COLLEGE STATION, TEXAS 77842 EMAIL: civil*mengineer.com OFFICE - (979) 764-0704 FAX - (979) 764-0704 TEXAS FIRM REGISTRATION No. F-4695 SURVEYOR KERR SURVEYING, LLC 505 CHURCH STREET COLLEGE STATION, TX 77841 OFF: (979) 268-3195 FAY: (979) 691 -8904 GRADING ADJUSTMENTS THROUGH SITE 1 6/20/11 (+0.85') AND OTHER VARIOUS CHANGES MARK DAI C ut-)URIPTiON SUBSTANTIALLY COMPLETE ISSUED FOR CONSTRUCTION 4/20/11 CONSTRUCTION DRAWINGS ISSUED PRIOR TO THIS DATE ARE REPLACED BY THIS SET & SHOULD NOT BE USED FOR CONSTRUCTION. F T,t'�A �{ .. .. ...s 8583 � s tit </c . Ns I 0 w r7 m W w Z >X 0-X Z —�� o� > 1-- CL = O m o t, I Z Q } O F- o ~�/'� Q < t� O (1J J m W v ; ... W U Q :2 (L 0 i- —j w ii) z a 0 J U M Z 0 00 O 0 0 W F- CLIENT INFORMATION AMERICAN CAMPUS COMMUNITIES (OP), LP c%o CHUCK CARROLL 12700 HILL COUNTRY BLVD., STE. T-200 AUSTIN, Tr 78738 CCARROLL©AMERICANCAMPUS.COM PH: (512) 732-1000 FX: (512) 732 2450 FILENAME: 0418UP1 B I SCALE: 1 " 30' SUBMITTED DATE: 2/23/11, 4/'4/11, 4/20/11 DRAWN BY: R.A.M. CHECKED BY: R.A.M- FIELD BOOK: 13 PAGES:46-75 RME CONSULTING ENGINEERS CLIENT NO. — PROJECT NO. 178 0418 SHEET 1 3 OF 32 I / I I I� Q 19$vo � 1 A. 1. 1 I r L } �r O , 0' P.I).E. / ' I I I o N _ MASTER METER #9 I I u 1 I;0 1 i 1 1 14 © cli (VOL/ PG) i I I_J 1 II1(O N(-: ;c`o ^ 3 4" METERN/ I Q0 'I N W 1 1 1 (N WW\/}L z00N I I t��,a , I I II 1 Y I 1 Z�� I z u s4 c��B ILDING No. 11 e ;zII>- I I I Q I u�- o�� r I zIf3�-UE-- - --Ur_ - L.P. N W 3 I P- I H F.F.=322.35'Qu 4V1zL1IWL = 15 m J I j {MAINTENANCE E.M. j� IL m BLDGWI1''IA.RIAB IWIDTH ( `� m.J`.T. E.M. ST.MHIm v IP.E.E. 17 )_���.;€ x _. . _ � A 1� IARIABLE II _- �- -S'j' S f F,\ 1 I 20 P.U.E % PLAN MASTER METER #5 (3" IWIDTH P.E.E. J I I - - ( (10017/7NORTH METER w BACKFLOW E.M. _ - I L _ - _ �_S12 -- - MH3 I iPROPOSED I } i `t , I- MASTER METER #6 (3 I PREVENTOR' I Al - 1 _ 1 -- / ; ° \ MH2 0 30 60 PUBLIC WATER LINE, I :; `! OEM f-- _- 1` ` 1 I METER} w/BACKFLOW, I ' nH1 / j/ ®W.T. \ \ I SEE SHEET C2.2 E.M. !_ I - _ F H #10 r I- ` PREVENTOR 1 / / 1 ' -- \ \ w I _ ` _ I F.D. "\ SCAI:E: 1" 3� -- S3 4- E. I I - / I ( , I 1 A.1. - - _ w L W 19 L.F. OF 2" PVC CONDUIT GREY I I I PROPOSED � / F.D_C_ , � , I ( _ I 1-= - W - - w 1..T " y - -- �- _ �� 1 � 3 w/PULL STRING FOR SECONDARY (� PUBLIC WATER LINE, 1 ' MH11 / # I _ W 11 -- - - - _ ELECTRIC SERVICE (36" MIN. COVER) - (; I , SEE SHEET C2.6 ' ! A ,/ / - y _ a A.P. _ " _ w - 1 _ - ` / _ MAINTAIN 24" (MIN) HORZ. SEPARATION 3 -- - 19 L.F. OF 3 4 PVC ! W _ r.5.c.w 1 t / WATER SERVICE EXTENDED w/ALL OTHER UTILITIES & PLACE IN I ! ! _ e 1 ° w w - - f ® TO BUILDING 41 HOSE BIB 41 ; EPARATE DITCH 15 P.U.E. W - 15' P.U,E. -� 6 `'/ •L--i C.O. - ! LL FIF E LANE - UNDERGROU 0 SIGN W i� t ®r..-� I y '''� 3' FIBER OPTIC � �. I•- _ -` y - �-�� � ' �. -+--"1 C-O. s! NO• � 2 - - ` 1 1 i I ! r - 111 BUILDING i-- = F.F,=322.85 1 C •�_ r E.M. 1 E.M. TYPE 1) cn 1 Z L.P. 6' sew 1 1 AA. r_s `. }; 1 BUILDING No•, 11 ! ,1 1 -- O a I `� NO- 14 � ; F.F,�3E )5 111 '1 - F.D.C. � 1 _-� C.O. I y 1 BUILDING y F F _323.95 1 (TYP III Z' I 11 I (TYPE 0000 3 I E.rn. 11 I1 ! w - �w V1 ! N O p 6 E.M. BUILDING N°; 111 MASTER METER #7 (3" 13' _ w w -_%V t ' w w PROPOSED y �. O 324•50 °'- I I METER) w/BACKFLOW I w = `" w n! PUBLIC WATER LINE, ; 0 Q .I F' _ Lnl , w = = ww w- w w A.I. a1 TWIDTHB>_E 1 1 SEE SHEET C2.4 1 � TYPE �) 11 ! PREVENTOR �/ WIDTH P.E.E. j ' y S � I � � 1 ! ! � � �_� .r^mow �• -• � � 1' y t• 1 � ► y � � { +r i� 1 co I ��w--3W.."� L.P. _ w _ A. t PROPOSED I 1 y� -� .� I'1' / VARIABLE WIDTH I I I 1 10 SANITARY SEWER w w r - P.E.E. �11 I BUILDING NO', F.H. #7 LINE "S1" SEE I F.D.C. - - - -y y; 1// 9 E M ,1 I E.P. F.F.=3E ) .�_F. _ „-' r - SHEET C2.7 - ; ! • A. 1. = I y. _ BUILDING No. l i 1 (TYP I i O Iy F.F.�322.45 ��! 1 ` 1 ��� N I I 1 $! ! 1 G No. $ (TYPE �i 1! I� �_.�,. r_J HC.O. I E.M. i i t BUILDIN III L- i C7 BUILDING N o, 7 1 322.75' r._J 18y� �� 1E.T. s ;% - �3 2 t1!! E.M. F.F.= _ J C.O.__. I y b S1 - 3 - -ss- - - - - -Cr4 wII F F 2 3 1` All (TYPE 1) I__-4 Jr- 8MH1 1- uFT sTAT1oN - W 3 L.P. _ J I O , t__-,. -r I � ---- f_ ___-- 1 { O � LS -- 3t i t --J 8 c.o.-----�-'�' I l 1 l 0' P.U.E. I I I - C14i, L J E.T. { y 1 10017/7) 3 \ J r-�"� 6 S!W / !1 1 , ` FIBER OPTIC I MARKER L.P. m -- -- 1 F.N. 4 o I /F.D. 1i C.O. S11 o o # ( C_D ' 21.08 L.F. OF 8 I ' I / / A.I.L.P. DIP (CL 250)- I J.B. G.v. ''" PRIVATE SEWER LINE -- I I I 3 I I / / CRITICAL GRADE LOCATION - �� 49`7.81 - - -- J_ --��' •54 45 W _ {>HE- - f PROPOSED APPROXIMATLY 0.67 OF �� S 59 - ,- ON -SITE PRIVATE LIFT L.P / CLEARENCE BETWEEN 24" 0 "" >a - -0H I TRAFFIC / / _ - ADS & 4" SANITARY - - -0"E- _ _ -0HE- 623 L.F. OF 4" PVC CZA$ I & ,C� 9E SHEET I I SIGN 3 ( L,P, -ISEWER L.P. - _ _�- (SDR-26) PRIVATE FORCE "�0' P.U.E. _ _ MAIN (48" MIN. BURY) ----' P 3 I I cO _ 1-4" (MJ) 45' BEND (1001 7) TRAFFIC SIGN 1 I.R. _ - -- �. 1 /2" I.R. I I I I f -1 ; 2" I.R. PN -_ r OLLIE HT-0FF-w/A f) i II I 6' _-r- (73'RIG TRAFFIC _ TELEPHONE I Ik Sl %-- a � I MARKER- --J �# PVT. SANITARY SEWER PIPE LEGEND A# PVT. SANITARY SEWER JUNCITION LEGEND PVT. WATER SERVICES NODE NODE DIA. FLOWLINE FLOWLINE RIM/GRATE 4" DOMESTIC 2" DOMESTIC 4" FIRE MAIN 2" FIRE 2" FIRE PIPE I.D. I.D. OR RISE LENGTH SLOPE DOWNSTREAM UPSTREAM NODE ELEVATION MAIN SERVICE SUPPLY SUPPLY FILL TO FDC I.D. FROM TO (IN.) (FT) M (FT.) (FT.) W. NODE TYPE (FT.) ADDITIONAL NOTES W. (FT.) (FT.) (FT.) (FT.) (FT.) Si LS MH1 8 21.66 1.00 307.49 3OT71 LS PRIVATE LIFT STATION 321.85 SEE SHEET C2.8 & C2.9 FOR DETIALS METER Al 9-40.80 202.00 254.52 207.61 648.85 S2 MH1 MH2 © 213.66 0.50 307.81 308.88 MH1 MANHOLE w/DROP CONN. 321.32 RIM FLUSH w/'PAVEMENT METER #2 166.63 61.87 181.30 61.86 616.74 S3 MH2 MH3 8 64.38 0.50 308.98 309.30 MH2 MANHOLE 321.52 RIM FLUSH w/PAVEMENT METER #3 167.16 152.74 181.83 74.15 634.39 S4 MH3 MH4 8 365.69 0.50 309.40 311.23 MH3 MH (WATER TIGHT) w/DROP CONN. 320.87 RIM FLUSH w/PAVEMENT METER #4 19.72 223. 73 24.15 220.36 119.20 S5 MH4 MH5 8 31.50 D.50 311.33 311.49 MH4 MANHOLE (WATER TIGHT) 320.78 RIM FLUSH w%PAVEMENT METER #5 231.56 163.19 246.77 165.19 734.26 S6 MH5 MH6 8 193.00 0.50 311.59 312.56 MH5 MANHOLE 321.60 RIM 3" ABOVE FINISH GRADE METER #6 220.50 153.09 235.24 155.07 668.17 07 MH6 MH7 8 139.88 0.50 314.42 315.12 MH6 MANHOLE 321.75 RIM 3" ABOVE FINISH GRADE METER #7 399.16 224.20 411.82 232.46 919.83 SS MH7 MH8 8 273.12 0.50 316.85 318.22 MH7 MANHOLE 321.75 RIM 3" ABOVE FINISH GRADE METERS 121.91 176.79 103.14 PJJM 368.17 S9 MH8 MH9 8 47.87 0.50 318.32 318.56 MH8 MANHOLE 322.35 RIM FLUSH w/PAVEMENT METER #9 N/A 6.32 N/A 15.00 N/A S10 MH9 CO-1 6 153.96 1.00 318.72 320.26 MH9 MANHOLE 322.85 RIM FLUSH w/PAVEMENT Si 1 MH1 CO-2 6 299.29 1.50 310.91 315.40 CO-1 6"x4" REDUCER N / A TRANSITION TO 4" SEWER SERVICE LEAD S12 MH3 MH1O 8 101.18 0.50 311.45 311.96 CO-2 6"x4" REDUCER N/A TRANSITION TO 4" SEWER SERVICE LEAD S13 MH10 MH11 8 208.05 0.50 312.06 313,10 MH10 MANHOLE 320.97 RIM FLUSH w/PAVEMENT S14 MH11 CO-3 6 280.67 1.00 313.26 316.07 MH11 MANHOLE 323.04 RIM FLUSH w/PAVEMENT S15 MH10 CO-4 6 265.97 1.00 312.58 315.19 CO-3 6"x4" REDUCER N/A TRANSITION TO 4" SEWER SERVICE LEAD S16 MH7 MH12 8 100.70 0.50 315.93 316.43 CO-4 6"x4" REDUCER N/A TRANSITION TO 4" SEWER SERVICE LEAD S17 MH12 MH13 8 121.67 0.50 316.53 317.14 MH12 MANHOLE 321.23 RIM FLUSH w'/PAVEMENT 318 MH13 MH14 8 105.03 0.50 317.24 317.77 MH13 MANHOLE 321.87 RIM FLUSH w/PAVEMENT S19 MH14 CO-5 6 76.88 1.00 317.93 318.70 MH14 MANHOLE 323.30 RIM 3" ABOVE FINISH GRADE S20 MH14 I CO-6 1 6 1 40.79 1 1.00 1 318.39 1 318.80 1 CO-5 6"x4" REDUCER N/A TRANSITION TO 4" SEWER SERVICE LEAD NOTES: I CO-6 6"x4" REDUCER N/A TRANSIIION TO 4" SEWER SERVICE LEAD 1. UNLESS SPECIFICALLY IDENTIFIED ALL SANITARY SEWER SHALL BE PVC (SCH 40). 2. THE MINIMUM SLOPE FOR ALL 4" SANITARY SEWER LEADS IS 2.00 0. 3. ONE-WAY CLEANOUTS (POINTED DOWNSTREAM) SHALL BE PLACED ON 4" & 6" SEWER LINES AT 100' SPACINGS AND AT ALL BENDS GREATER THAN 45 DEGREES. 4. UNLESS SPECIFICALLY IDENTIFIED ALL TWO-WAY CLEANOUTS, AT BUILDING ENTRY POINTS, SHALL BE A MINIMUM OF 4.5' BELOW THE FINISH FLOOR ELEVATION. 5. GRAVITY UTILITY CROSSING WITH A CALCULATED SEPERATION OF 12", OR GREATER, ARE NOT IDENTIFIED. s-ron! CALL BEFORE YOU DIG TEXAS ONE CALL SYSTEM 1900245 4545 (AT LEAST 72 HOURS PRIOR TO DIGGING) WARNING'.!: THE CONTRACTOR IS TO LOCATE ANY ,AND ALI, UfILITIFS PRIOR TO CONSTRUCTION AND IS SOLELY RESPONSIBLE FOR ALL DAMAGES TO EXISTING UTILITIES DUE TO .ANY CONSTRUCTION ACTIVITY. SYMBOL & LINE LEGEND 0 POWER POLE 3� LIGHT POLE GUY WIRE ANCHOR GAS PIPELINE RISER mwv WATER VALVE ®wm WATER METER ❑m DCV DOUBLE CHECK VALVE Z EV ELECTRIC VALVE 4DBV BALL VALVE IREM ELECTRICAL TRANSFORMER ®GM GAS METER p0 MH MANHOLE 0c.0. CLEANOUT ;&FH FIRE HYDRANT ®TP TELEPHONE PEDESTAL AI AREA INLET ®p JB JUNCTION BOX DIAL AREA LIGHT (GROUND) . PB FIXED PIPE BOLLARD CURB INLET - - - BUILDING SETBACK LINE ------- PROPERTY LINE -------- EASEMENT LINE P.U.E. PUBLIC UTILITY EASEMENT -- w -- w - 2" or 4" PRIVATE WATER SERVCIE -- w -- w - 2" or 4" FIRE SUPPLY LINE 4", 6", or 8" SAN. SEWER SERVICE - - - --M- - - -UE- PRIMARY ELECTRIC CONDUIT SECONDARY ELECTRIC CONDUIT PLAN NOTES: 1. REFER TO SHEET COA & CO.2 FOR SITE, PARKING, AND MISC. CONSTRUCTION NOTES. 2. REFER TO SHEET C3.4 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. CoCS ELECTRICAL NOTES: 1. THE CONTRACTOR SHALL INSTALL THE PRIMARY AND SECONDARY ELECTRICAL 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 (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. � Ci � 11 I I N ENGINEERING I ca�tnng s,.�,e,e� r � 7607 EAST'MARK DR., 5T'E. 250F --77840> POST OFFICE BOX 9253 COLLEGE STATION, TEXAS 77842 EMAIL: civil(d)jmengineer.com OFFICE - (979) 764-0704 FA.X - (979) 764-0704 TEXAS FIRM REGISTRATION No. F-469-S SURVEYOR KERR SURVET1NG, LLC 505 CHURCH STREET COLLEGE STATION, TX 77841 OFF: (979) 268-3195 FAX: (979) 691-8904 GRADING ADJUSTMENTS THROUGH SITE 1 6/20/11 (+0.85') AND OTHER VARIOUS CHANGES PARK DATE DESCRIPTION SUBSTANTIALLY COMPLETE ISSUED FOR CONSTRUCTION 4/20111 CONSTRUCTION DRAWINGS ISSUED PRIOR TO THIS DATE ARE REPLACED BY THIS SET & SHOULD NOT BE USED FOR CONSTRUCTION. OF TES l 1! Z) M w It U a- Ld W V) w w Z > X Q 0- Q z O ay F- I.L x z W < _ w o ).� J Q Z > F- R O m0 }- Q- W Z ~ 0�~ Q o J Q< ; M I- o t* {) A (Y I W Z W �' o G Fr W Q Ld pQw o� i M Z p O J 0U mo z O00 O F- F- O J W I - CLIENT INFORMATION AMERICAN CAMPUS COMMUNITIES (OP}, LP c/o CHUCK CARROLL 12700 HILL COUNTRY BLVD., STE. T-200 AUSTIN, TX 78738 CCARROLL®AM ERICANCAM PUS. COM PH: (512) 732-1000 FX: (512) 732-2150 FILENAME: 0418UP1 B (SCALE: 1 "=30' SUBMITTED DATE: 2/23/ 11. 4/4/ 11, 4/20/ 11 DRAWN BY: R.A.M. CHECKED BY: R.A.M. - - - FIELD BOOK: 13 PAGES:46-75 RME CONSULTING ENGINEERS CLIENT NO. PROJECT NO. 178 - 0418 SHEET 1 4 OF 32 ELECTRICAL I TRANSFORMER I I I I I I i I i i F.H. (20 - A.I. I M.H. I - I I J.0. 1 /2" I.R_ ®r-im M.H. Q C.O. 1 --j � i Q84 G.V. > T.P. F.H. V ( N� p} G. V. < /= I V E E 0 P.P.— C9 N Z 1 000, � s <C � NCVL.P. `s I ) O 5" CONCRETE PAVING & 6" LIME STABILIZED 04 r SUBGRADE; z i 6" CONCRETE PAVING & 6" LIME STABILIZED CALLAWAY VILLAS MULTI -FAMILY BUILDING CALLAWAY VILLAS MULTI -FAMILY BUILDING ELECTRICAL TRANSFORMER C.O. - o ® C.O. _ to C.O. 2 C.O. J.B. lLv �c 1 1 1 1 1 1 1I I 11 16 1 S)/WI wl wi I I L wl i wl I I I wl I wI I 1 1 1 1 1 1 1 1 1 1 1 1 6 SVW 1 1 I 1 1 W.M.►01 E. E.M. ® . E.M. h M BE3 M 6 6 z z Z_ Z C.O. 9 ® m m cc, BUILDING No. 33 E.M. 5" CONCRETE PAVING & 6" LIME STABILIZED �T E.M. i 1 I I i I i I .B. M.H.I M.H. a I I 1 F.H.4 l E E wi L I 11 W.M.. 14- E.M. t3P. 0 Z E E 0 m C.O. i I 1 t 1 P.P. ELECTRICAL _ , —TRANSFORMER \_FIBER OPTIC MARKER M.H. /--1/2" I.R. 1 t / 1 FIBER OPTIC P.P. MARKER L.P. 1 CABLE I MARKER I 1 5" CONCRETE PAVING 31� E & 6" LIME STABILIZED 1 P WF.H.�'' SUBGRADE F.D.C. u Igo C I o -z Al 0 i' '' 0 L.P f o - o on Z p ► tT+ C.O. L. _ 1 t � F.D.C. _ w E TYPICAL ISOLATION L.P. JOINT AROUND J-BOX OR GRATE INLET I t wI A.I. 1 I I wl I �6. SxW I YO: ti_ 1 CONCRETE VAULT & PAVEMENT TOPPING (SEE SCA DRAWINGS I E.T.= > ' =' FOR PAVEMENT & JOINTS) -`_ OD 00 E.M. N Z -/(I ' PLAN NORIM 0 30 60 SCALE: I" = 30' STCaP ! CALL BEFORE YOU DIG (AT LEAST 72 HOURS PRIOR TO DIGGING) WARNING'.!: THE CO!I'PR.ACfOR IS TO LOCATE ANY ANDAU UTILITIES PRIOR TO CONSTRCCTIPN AND IS SOLELY RESPONSIBLE FOR ,ALL D,iWES TO EXISTING UTILITIES DLT. TO .ANY 0ONSTRUCTI0% ACTIVITY. _ SYMBOL & LINE LEGEND 0 POWER POLE 3 LIGHT POLE GUY WIRE ANCHOR ® GAS PIPELINE RISER mwv WATER VALVE ®wm WATER METER ®DCV DOUBLE CHECK VALVE ®EV ELECTRIC VALVE O BV BALL VALVE OEM ELECTRICAL TRANSFORMER (DGM GAS METER 00 MH MANHOLE 0C.O. CLEANOUT �FH FIRE HYDRANT IRTP TELEPHONE PEDESTAL AI AREA INLET as JUNCTION BOX Q<JAL AREA LIGHT (GROUND) . Pe FIXED PIPE BOLLARD CURB INLET — - — BUILDING SETBACK LINE ------- PROPERTY LINE -------- EASEMENT LINE P.U.E. PUBLIC UTILITY EASEMENT PLAN NOTES: 1. REFER TO SHEET COA & CO.2 FOR PAVING AND MISC. CONSTRUCTION NOTES. 2. REFER TO SHEET C3.3 & C3.4 FOR PAVING AND GRADING DETAILS. PAVEMENT LEGEND CONTROL JOINT C CONSTRUCTION JOINT - — E - - EXPANSION JOINT Id r Fl • 6071ASTMARK DR., STD;. 250F <77840> OST OFFICE BOX 9253 'OLLEGE STATION, TEXAS 77842 MAIL: civil(armenguieer.com IFFICE - (979) 764-0704 AX - (979) 764-0704 ERAS FIRM REGISTRATION No. F-4695 ;URVEYOR :ERR SURVEYING, LLC i05 CHURCH STREET :OLLEGE STATION, TX 77841 )FF: (979) 268-3195 *AX: (979) 691-8904 GRADING ADJUSTMENTS THROUGH SITE 1 6/20/11 (+0.85') AND OTHER VARIOUS CHANGES MARK DATE DESCRIPTION SUBSTANTIALL'Irl C0 lmvmi P L E T E ISSUES FCR CONSTRUCTUON 4 rl&m 1 CONSTRUCTION DRAWINGS ISSUED PRIOR TO THIS DATE ARE REPLACED BY THIS SET & SHOULD NOT BE USED FOR CONSTRUCTION. OF 7f 1 1 * B. .�. - a85s3 NS r �` yy r 0 Z V) M p W w a a �>X aX w ZO h- Z Z > Z Lj f � d p Ca Q o —1 W 7-�— Q- }o Q N w U) ; VJ a m LL-Z o ~QW 0o Z W Cr- LLI > on Q- V) O �/ o 0 o m0 W 00 O F J CLIENT INFORMATION AMERICAN CAMPUS COMMUNITIES (OP), LP c/o CHUCK CARROLL 12700 HILL COUNTRY BLVD., STE. T-200 AUSTIN, TX 78738 CCARROLL®AMERICANCAM PUS.COM PH: (512) 732-1000 FX: (512) 732-2150 FILENAME: 0418PV1 B I SCALE: 1 "=30' SUBMITTED DATE: 2/23/11, 4/4/11, 4/20/11 DRAWN BY: R.A.M. CHECKED BY: R.A.M. FIELD BOOK: 13 PAGES:46-75 , RME CONSULTING ENGINEERS CLIENT NO. PROJECT NO. 178 - 0418 SHEET 150F 32 n M C.O.® � O O Z Z r— — /1 A.I. E�©�F — Z L.P. 4. - m m M.H. vI E E - M.H. V GO N C.O. O z z 5 m C° I F.D-C. F.D.0 E.T. F.D. t 5" CONCRETE PAVING - - - E - - - E E.M. E.M. 5" CONCRETE PAVING I & 6" LIME STABILIZED & 6" LIME STABILIZED SUBGRADE SUBGRADE _LA. I " R -PAVING s CONc ETE rn m N & 6" LIME STABILIZED ® C.O. ® C.O. 6 — I SUBGRADE o o o Z I E E Z z z L.P.I C7 E E Z z Z - -- --- -- z C.O. — C.otv DI o F.D.C. i i PLAN i NORTH I 0 30 SCALE: 1" - 30' i I F.H. A I CONCRETE VAULT & PAVEMENT i TOPPING (SEE SCA DRAWINGS FOR PAVEMENT & JOINTS) r—t r i p M.H. O G 1 J.B. all E.T. ?��} tr`r M.H. a C.O.J _v 24 i ICAL ISOLATION BUILDING No. 26 E.M. l r iK o IT AROUND J-BOX :�� tr Q GRATE INLET `J :r t rE t - C_0. O CONCRETE VAULT &PAVEMENT TOPPING (SEE SCA DRAWINGS FOR PAVEMENT & JOINTS) K ; 1} ¢ n Icn BUILDING No. 25 E.M. f LP. 1 JCL ,� j �; � i ��'—� { � ,��,�"` _ u ? .r t ✓ r r I r.. , CONCRETE HEADWALL j M.H. BUILDING No. 3 E.M. 8" CONCRETE PAVING L.P. - E.M. —- N I i & fi" LIME STABILIZED E / CONCRETE VAULT & PAVEMENT }' BUILDING No. 24 i if }}{` 4J E N SUBGRADE TOPPING (SEE SCA DRAWINGS FOR PAVEMENT & JOINTS) BUS STOP - — rc r N ..t �' z I 5i SI w 1 I ® C 0 � E.T. - i F.D.C. G.O. ® ®�_ < C Z o C.O. CONCRETE VAULT &PAVEMENT �> `'.- 3" m TOPPING (SEE SCA DRAWINGS -? IT f% FOR PAVEMENT & JOINTS) e EL s in i - - E.M. I cn O C.O. '� N -� TYPICAL ISOLATION I o o ® C.O. JOINT AROUND J-BOX + - OR GRATE INLET + Z Z Z - _ r ® t - � CE.T. 9 C9 � � � ; z C.O.®z Z Z�i E I - - E -j C.O.® -j — — E.M. i !i /y-. Cfl j V• Q W m N I _, c.o® —� 5" CONCRETE PAVING » C.o. — & 6" LIME STABILIZED s - — C14 SUBGRADE o 1 E.M. ' }-r E.M. —- Y` C.O. ® Z I 1 E.T. ' 1 .-s Z & 6" LIME STABILIZED i i 1 E.M. 1 A.I. J SUBGRADE 0 I - E E F D C. E E - - --- Cq 9 i 6" CONCRETE PAVING _ E.M. C. - - TYPICAL ISOLATION i & 6" LIME STABILIZED z F.D.C. JOINT AROUND J-BOXY r 5" CONCRETE PAVING I i SUBGRADEJ A.I. OR GRATE INLET j- fir- ; & 6" UME STABILIZED ' - -I-- o - - C F.D.C. — SUBGRADE E � E. - Co '. B i ® E.T. .- (� CONCRETE VAULT & PAVEMENT p TOPPING (SEE SCA DRAWINGS "ate 4 ,ram` E - _ _ �" F.D.C. E.H. • I LO — — E— E — — z FOR PAVEMENT & JOINTS) i Ile J i TRAFFIC s I SIGN L.P. O Z } in to Z C.O. _ �. o - E - -E - O - r O p _ k -.- � -I C.O.' r f Z `` 5" CONCRETE PAVING Z rT�x< z - i I m - I J & 6" LIME STABILIZED?�,j fl I E m SUBGRADE m — C O m I' ® C.O. C.O. Fj A.I. /vvv� STOP! CALL BEFORE YOU DIG TEXAS ONE CALL SYSTEM 1-800-245-4545 GAT LEAST 72 HOURS PRIOR TO DIGGING) W.ARNING!!: THE CONTRACTOR IS TO LOCATE ANY AND ALL UTILITIES PRIOR TO CONSTRLCTION AND IS SOLELY RESPONSIBLE FOR :ALL DARAG£S TO EXISTING UTILITIFS DUE TO ANY CONSTRUCTION` ACTIVITY. SYMBOL & LINE LEGEND 0 POWER POLE { LIGHT POLE GUY WIRE ANCHOR ® GAS PIPELINE RISER mwv WATER VALVE ®wm WATER METER NDCV DOUBLE CHECK VALVE eEV ELECTRIC VALVE OBV BALL VALVE OEM ELECTRICAL TRANSFORMER ®Gm GAS METER Oo MH MANHOLE OC.o. CLEANOUT 41FH FIRE HYDRANT ®TP TELEPHONE PEDESTAL AlIM AREA INLET EJB JUNCTION BOX B<JAL AREA LIGHT (GROUND) a PB FIXED PIPE BOLLARD CURB INLET - - - BUILDING SETBACK LINE ------- PROPERTY LINE - ---- EASEMENT LINE P.U.E. PUBLIC UTILITY EASEMENT PLAN NOTES: 1. REFER TO SHEET COA & CO.2 FOR PAVING AND MISC. CONSTRUCTION NOTES. 2. REFER TO SHEET C3.3 & C3.4 FOR PAVING AND GRADING DETAILS. PAVEMENT LEGEND CONTROL JOINT C CONSTRUCTION JOINT -- E -- EXPANSION JOINT rs r N 7607 EASTMARK DR., STE. 250E <77840> POST OFFICE BOX 9253 COLLEGE STATION, TEXAS 77842 EMAIL: civil@rmengineer.com OFFICE - (979) 764-0704 FAX - (979) 764-0704 TEXAS FIRM REGISTRATION No. F-4695 SURVEYOR KERR SURVEYING, LLC 505 CHURCH STREET COLLEGE STATION, TX 77841 OFF: (979) 268-3195 FAX: (979) 691-8904 GRADING ADJUSTMENTS THROUGH SITE 6/20/ii (+0.85') AND OTHER VARIOUS CHANGES 'ARK DATE DESCRIPTION SUBSTANTIALLY COMPLETE ISSUED FOR � ��� U 4120111 CONSTRUCTION DRAWINGS ISSUED PRIOR TO THIS DATE ARE REPLACED BY THIS SET & SHOULD NOT BE USED FOR CONSTRUCTION. OF TZ'k,j I n d •- d ;�l .... B. 1. . i 8583 ,It �'��C NSA it S _r 0 z V ! M LLJW'^^ V/ O d Q I X w Z LL. w uj z 0 0 O Z 0_ V) V)V W Q Q© I- Q' �— Q Qft C.7 0 �— Z 0 W L�.t � o Z W�0 W Q W -J 0 Lil J p o-j ty 0 0 ma W 00 t-- OJ F- D J CLIENT INFORMATION AMERICAN CAMPUS COMMUNITIES (OP), LP c/o CHUCK CARROLL 12700 HILL COUNTRY BLVD., STE. T-200 AUSTIN, TX 78738 CCARROLL®AMERICANCAM PUS.COM PH: (512) 732-1000 FX: (512) 732-2450 FILENAME: 0418PV1 B SCALE: 1 "=30' SUBMITTED DATE: 2/23/11, 4/4/11, 4/20/11 DRAWN BY: R.A.M. CHECKED BY: R.A.M. FIELD BOOK: 13 PAGES:46-75 RME CONSULTING ENGINEERS CLIENT NO. PROJECT NO. 178-0418 SHEET 180F 32 -_ PAI. 1 =1 — — H ® C.o — EM I.E A.I. BUILDING }� BUILDING to No. 19- �' No. 20 c CRETE VAULT & PAVEMENTNr� �.o v TOPPING (SEE SCA DRAWINGS ;� 5" CONCRETE PAVINGZ—--- — L.r E E PAVEMENT & JOINTS } " 6 LIME STABILIZED i3t o— Z --FOR o C.O.ri _& SUBGRAD_'f_ z ­ — M _ E.M. — 1 COMMERCIAL DRIVEWAY, SEE B/CS DETAIL ST2-03 8" CONCRETE PAVING & 6" LIME STABILIZED SUBGRADE 10 M.H [on V) I P.P. I He 0 J.B. TRAFFIC SIGN TRAFFIC SIGN ma 5- CONCRETE PAVING & 6" LIME STABILIZED SUBGRADE 1 1 6" CONCRETE PAVING & 6" LIME STABILIZED SUBGRADE QR GRATE INLET SIGN-- 1 I. R. ` ..•► .,,,/sue 1 /2" r. R. -� �.----'�'" — _ P.P. EAST /2" I.R. w �,m + �� 6 Lu (7S RWGHT-OF -- P.P. TELEPHONE f` MARKER _ _ F.H. I t WATER METER & B.F.P. i t PLAN NORTH 30 60 V. = 30' V� a3 O O 0 z S T01P CALL BEFORE YOU DIG TEXAS 0..NE CALL SYSTEM 1-800-245-4545 (AT LEAST 72 HOURS PRIOR TO DIGGING) W.ARNING!I: TILE CONTRACTOR IS TO LOCATE ANY AND ALL UTILITIES PRIOR TO CONSTRUCTION AND IS SOLELY RESPONSIBLE FOP. ALL D-M"GES TO EXISTING UTILITIES DLT TO ANY CONSTRUCTION ACTIVITY. SYMBOL & LINE LEGEND 0 POWER POLE LIGHT POLE GUY WIRE ANCHOR ® GAS PIPELINE RISER mwv WATER VALVE gwm WATER METER ©aCV DOUBLE CHECK VALVE ® EV ELECTRIC VALVE OBV BALL VALVE ®EM ELECTRICAL TRANSFORMER 9GM GAS METER OMH MANHOLE 6C.o. CLEANOUT C& FH FIRE HYDRANT ®TP TELEPHONE PEDESTAL Al AREA INLET UPB JUNCTION BOX 9�AL AREA LIGHT (GROUND) . PB FIXED PIPE BOLLARD CURB INLET — - — BUILDING SETBACK LINE ------- PROPERTY LINE -------- EASEMENT LINE I P.U.E. PUBLIC UTILITY EASEMENT PLAN NOTES: 1. REFER TO SHEET CO.1 & CO.2 FOR PAVING AND MISC. CONSTRUCTION NOTES. 2. REFER TO SHEET C3.3 & C3.4 FOR PAVING AND GRADING DETAILS. PAVEMENT LEGEND CONTROL JOINT C CONSTRUCTION JOINT -- E -- EXPANSION JOINT c+ t � 7607 EASTMARK DR., STE. 250F <77840> POST OFFICE BOX 9253 COLLEGE STATION, TEXAS 77842 EMAIL: civil@rmengineer.com OFFICE - (979) 764-0704 FAX - (979) 764-0704 TEXAS FIRM REGISTRATION No. F-4695 SURVEYOR KERR SURVEYING, LLC 505 CHURCH STREET COLLEGE STATION, TX 77841 OFF: (979) 268-3195 FAX: (979) 691-8904 RADING ADJUSTMENTS THROUGH SITE 1 6120,111 +0.85') AND OTHER VARIOUS CHANCES MARK DATE DESCRIPTION SUBSTANTIALLY CONSTRUCTION DRAWINGS ISSUED PRIOR TO THIS DATE ARE REPLACED BY THIS SET & SHOULD NOT BE USED FOR CONSTRUCTION. of r�-kA � It 0.0 8583 J / G t+ 0 Z V) to D WLd O >X is xOb w H Z H U E- Ll fl st Z Z �E F- w=p Z O CJ — o Q Ld ��Q }o I.L Wm O ILL.o Z ~ 0 W "o Z w �y ct i Q LLI Q uj zo Q F_ � +1+ °- V) a r mo �OV w 00 = O F J D I CLIENT INFORMATION AMERICAN CAMPUS COMMUNITIES (OP), LP c/o CHUCK CARROLL 12700 HILL COUNTRY BLVD., STE. T-200 AUSTIN, TX 78738 CCARROLLQAM ERICANCAM PUS.00M PH: (512) 732-1000 FX: (512) 732-2450 FILENAME:0418PVlB I SCALE: 1"=30' SUBMITTED DATE: 2/23/11, 4/4/11, 4/20/11 DRAWN BY: R.A.M. CHECKED BY: R.A.M. FIELD BOOK: 13 PAGE5:46-75 RME CONSULTING ENGINEERS CLIENT NO. PROJECT NO. 178 - 0418 -0 SHEET 170E 32 3 � \\y \ E.Tr I a 131 C.O. \ �y VARIABLE W17TH _ 0.238 AC I U.E�; +- y (ORDINANCEI Nod 2 6 - - - - - - - -� j PROPOSED - I d:7 15' P.U.E. u�i I PROPOSED' - I E. d�. I I I v1 WATER LINE W3 P.P. I I I SEE SHEET C2.5 I r 0. a ;0- - !--Ss -- ss - - - _ ss -- = - ss - - ss —$p A.I . { U 1N ` - -• `k MMw-_-MwILE ' /�V� �---�- -C.o.-- c.o. I f _ C.O. ` L WA _R METER _ - 3--- - I1 ��--- 1`� / B F.P. III I I 1 I ��'�a 60 j O i i i II 1 r PROP�,j -70 I 39 --'E' I i `- WATER L IINE OW4" I 2 / SCALE: l" - 30' 11` } 1 SEE SHEET C2.5 \' J L--,. r--� L--., r--J L--,. r- JE.T s s I I! 11 I 1 1 I I I I I I I i --I -! _1 �i. -5' PEuE. I I I I I I f- C i 1 1\ I l i 1 1 3>` s' s w I -3n- s' yqt + STA. 0+26.68: WATER LINE "W6" + STA. 1+s5.69: WATER LINE fowl»_ - - - - - STA. 0+26.54: WATER LINE "W7" � M.H. 'O \ E S��NG 8" WUBLIC " "6" 1-STANDARD FIRE HYDRANT (FH #1 j STA. 0+00: WATER UNE W3 1-STANDARD FIRE HYDRANT (FH #2SA IRla SEkR LINE I I �` 1-8"x 6" (MJ) TEE 1-8" MJ GATE VALVE &BOX i 1 t) _ - L 00 1-6" (MJ) GATE VALVE & BOX �.i 6" PVC (C-909, CL 200) b��U�IENT BUS STOP -- .., 6 PVC (C 909, C 2 j I � L.P. GN , \ 5.50 WATER LINE "W6" I � of WATER LINE "W7" C3'M 10'`P U.E. 25 P.U.E. i `P. L.P. (10017/7)- �,\� LP. L.P. 5.50' I( I \ \ _J L_z L.P. (6869/99) � — B.g G.V. `i — r , uu 6+0 _ 7+00 B+OU 3+00 4+00 M.H. S 22. 03' 32" E / i 1 TR FFIC O APPROXIMATE LOCATION � �, TRAFFIC1/2"io \ _ ` - SI � OF 10" WELLBORN U-) IIJO 1 J #2 STA. 4+43.19: WATER LINE W1 -�' WATER LINE i - T.P. ®- STA. 0+44.56: WATER LINE fowl "= LZ #1 8" PVC (C-909," CL 200) STA. 0+00: WATER LINE LINE W7 M„OI M„ M„oI I M.oI M..oI M oI M,.o -�� -�- - - » " STA 0+00• WATER LINE W6 6' S, ,r WATER LINE W1 d 11 • 00 1-8 x 6 (MJ) TEE II s' s/w vy 1-8fox 6" (MJ) TEE CO FIR LANZ _- ..- --- � 6" ' 6 1-8" (MJ) GATE VALVE & BOX 11 " 1-8" (MJ) GATE VALVE & BOX N 8„ » SIGN 8 PVC (C-909,�� CL 200) APPROXIMATE 1-6 (MJ) GATE VALVE & BOX LOCATION OF EXISTING-- ­ �y 1 -6" (MJ) GATE VALVE & BOX 8.. 8„ II 6" PUBLIC WATER LINE ; � � ` WATER LIN W „gI STA. 0+00: WATER LINE "Wl's M AR I ON P U GH DRIVE APPROXIM Ili LOCATION OF EXISTIN� 18" PUBLIC STA. 5+92.14: WATER LINE "W1 "= 8" TIE INTO EXISTING 6" WATER LINE (86' RIGHT—OF—WAY) II WATER LINE STA. 0+00: WATER LINE "W4" 1-6"x 6" (MJ) TEE M„$I II 1-8"x 8" (MJ) TEE 8" 8" T 1-6" (MJ) GATE VALVE & BOX ------- `° ,9 M„9 M„9 M„9 1-6" (MJ) 22.5' BEND �: M„O6 — — — — 1-8"x 6" (MJ) REDUCER M oI — �. P.P. q 3H0 - - -3H0- - - -3H4 - - -3HO-- G.V. �/1 T. E�. 1 G.V. G.V. ELE� 331.75' a t k ' �yq M $I • 2-8" (MJ) GATE VALVES & BOXES uu _ APPROXIMATE LOCATION OF 40' P.U.E II ------.--------`---- I 10" WELLBORN WATER LINE (705/619) P.P. *.3HO- P.- - -3HO- - -3HO- - - -3H0- - - -3H(� - - -3HO- - - -3H0- - - --0-3H0- - - -3HO- - - -3HO- - - -3HO- - - -3HD- - - -3HO- - - -3t - - -3HO- - - -3H0 - - - - -3H0- - - -3HO- - - -3Ht� - - -3H0- - - -3H0 - - -3H(3- - - -3H0 WATER LI N E "Will - VI EW - STA. SCALE: 1 "=30' 11 I I 15" 0 ADS II STORM SEWERII II I I _ ll 6 S TOP i CALL, BEFORE YOU DIG TEXAS ONE CALL SYSTEM I-800-245-4545 (AT LEAST 72 BOLTS PRIOR TO DIGGING) WARNING!!: TUE CONTRACTOR 1S TO LOCATE ANY AND ALL UTILITIES PRIOR TO CONSTRUCTION AND IS SOLELY RESPONSIBLE FOR ALL D_VAGES TO EXISTING UTILITIES DUE TO ANY CONSTRUCTION ACTIVITY. M„ 0 1 mI -�-_ >> '� � W • t o '- n W_ X _m _ -- BENCHMARK DATA: T.B.M. L R.R. SPIKE IN POWERPOLE LOCATED IN THE SOUTHWEST CORNER OF THE .INTERSECTION OF MARION->{ PUG (EDLEV.E A3D31 5T�NAD 83) T.B.M. 22L: SQUARE CHISELED IN. SOUTHWEST CORNER OF CURB INLET LOCATED ON THE WEST SIDE OF MARION PUGH DRIVE. CURB INLET LOCATED IS LOCATED JUST NORTH OF ITS INTERSECTION WITH HOLLEMAN DRIVE. (ELEV. = 324.18'-NAD 83) 333 333 Wry a "' _j Z m W a _ - NOTE: WATER LINE DESIGN IS BASED ON ROUGH SITE GRADING OCCURRING PRIOR TO WATER LINE CONSTRUCTION - W - W z - „ � ` E:: r g I 331 _ x W —0-- W Z + O w C? N .-. ^ m�� �? I W W - <t <C u� ��� " `` 1►1 -r-- W J Q W ��W -� _ ,,, Z --3 ' w ui W ¢ Z �_� w -j W > _�� 3 F_ ' -� O `IJN 15� �� ��_ �� � _ - �' + + � cfl iV tD + + �.._ �+•p I Ziff.- 328 w 19 to OD (0 OD �- CO 00 00 m � - � , • -�- p-�- .r. p _ 00 +to �. - --O 328 I� ¢¢0 V ¢� ----= ¢¢�� -I� 1— � • Z ..?25 EE7I S I44�IG- GR4U 4G- WATER-! -- IS NG-GRO1JN ATER Lthf 325 -- - — ^— ft-fl W - EFLE PIPE — _- >- s-' T 1—JOINT F ALONG BARREL (0.5'/JOINT) 00 — — DEFLECT 1—JOINT PIPE ALONG OF BARREL - 322 322 •— d+ 8" PVC (C-909," CL 200) WATER LINE W1 � > - -- (0.5'jJ01NT) -- - _ - _mmmmvss _ 0-85q, 0.53% — - - 8" PVC (C-909, WATER LINE CL 200) fowl" - 319 316 PLAN NOTES: 1. REFER TO SHEETS COA & CO.2 FOR CONSTRUCTION NOTES AND SPECIAL SPECIFICATIONS. 2. REFER TO DETAIL SHEET C3.5 FOR MISCELLANEOUS UTILITY DETAILS AND B/CS STANDARD DETAILS SHEETS FOR STREET, SIDEWALK, PAVING, DRAINAGE & UTILITY CONSTRUCTION. 3. THE EXISTING UTILITY LINES SHOWN ARE IN AN APPROXIMATE WAY ONLY! NO UTILITY MAPS WERE AVAILABLE, BUT UTILITIES ARE SHOWN BASED FROM MEETING(S) WITH THE UTILITY COMPANIES AND ABOVE GROUND UTILITY FEATURES, AS SHOWN. 316 - 313 313 - - - - 310 -- 5 5.50 L.F. OFNON-ST UCTURAL B KFILL 201.50 L.F. OF NON-STRUCTURAL BACKFIL O LO � O M CO to _ II FQ-J U 307 0 CD n ro II Z ¢ J ¢J ¢J � U V, 0+00 1 +00 2+00 3+00 4+00 5+00 6+00 7+00 So- _ .. w w w r /�. - i A�� J rR 8+ WA -I EK LINE __ W1-- - FKUI- ILt VItW — 5 I A. U+UU to HORZ: 1 "=30' VERT. 1 "=3' Soo �Il (.I 14 7607 EASTIV AIZK DR., STE. 25OF <77840> POST OFFICE BOX 9253 COLLEGE STATION, TEXAS 77842 EMAIL: civil(armengineer.com OFFICE - (979) 764-0704 FAX - (979) 764-0704 TEXAS FIRM REGISTRATION No. F-4695 SURVEYOR KERR SURVEYING, LLC 505 CHURCH STREET COLLEGE STATION, TX 77841 OFF: (979) 268-3195 FAX: (979) 691-8904 RADING ADJUSTMENTS 'THROUGH SITE 1 6/20/11 (+0.85'J AND OTHER VARIOUS CHANGES MARK DATE DESCRIPTION SU B STA11111TI LLY COMPLETE ISSUED FOR ONSTRUCTION 4120/11 CONSTRUCTION DRAWINGS ISSUED PRIOR TO THIS DATE ARE REPLACED BY THIS SET & SHOULD NOT BE USED FOR CONSTRUCTION. OF %.A t11 r * .. 8583 •� � 4�1 •.�/C C,7 w Z>X a- w + MQ 0 W F— o w W N Z > 0 to w' IUD O CO W wV I- Qo� z�a-o �< Qz J- o Z<o wo wow to Q +O Q � 0 m ?� o < z 3r- 0 m CIOU ( 00 o w F- CLIENT INFORMATION AMERICAN CAMPUS COMMUNITIES (OP), LP c/o CHUCK CARROLL 12700 HILL COUNTRY BLVD., STE_ T-J-200 AUSTIN, TX 78738 C CAR R O LL@AM ER I CANCAM P U S. C O M PH: (512) 732-1000 FX: (512) 732-2450 FILENAME: 041 SW1 B SCALE: AS NOTED SUBMITTED DATE: 2/23/11, 4/4/11, 4/20/11 DRAWN BY: R.A.M. CHECKED BY: R.A.M. FIELD BOOK: 13 PAGES:46-75 RME CONSULTING ENGINEERS CLIENT NO. PROJECT NO. 178 - 0418 -;� - � \ �.. \ .- J .. - --�. \ N I OF '"-("' _ C1J� ( - __-_,� _... -^' I �" �,•,• MM M 1Yf= 'm'yy MM yy -C �. — MM w — MM — M — �+ �\ — '� \ P.P. \\ - O F.H. APPROXIMATE LOCATION �y �� -- C.O. r-- OF EXISTING 8" PUBLIC �I I zr \-&WATERPMETER s �;J 10 P E 1 I WATER LINE I r ' � C.O. PROPOSED 1 ' � Vr I ! FORCEMAIN, SEE ( 7/) i�1 20' P.U.E. (2948/89) 1 P15 POSED 1 �� E SHEET C1.3C - 1 /2" LR. o so 60 15 E.M. I rj E.M. t 3 i 1 " SCALE: 1" 30' = STA. 0+49.59: WATER LINE W9' �a, 1 _ j t I I I PROPOSED i ' 1-STANDARD FIRE HYDRANT (FH #4) 4 J 11 L_ WATER UNE W5 ® E. -�. r--I L_ A--J L. SEE SHEET C2.6 L. I I I I I` III 11. I W IS IW 1 1 I I !III I 1 i O f I �� STA. 0+26.56: WATER LINE "W8" ! I ! 6' S/W I I al I ! IW I I w I ! STA. 14+04.69: WATER LINE "W1" r I I 1-STANDARD FIRE HYDRANT (FH #3) (� j I I / 6" PVC (C-909, CL 200) , TIE INTO EXISTING EXISTING 8" WATER LINE �' o I I � � � l � �j WATER LINE "W9" � �' � 2-8"1-8"x(MJ)(MJ) TEE GATE VALVES &BOXES co `� � A.I. ' #4 STA. 12+25.90: WATER LINE "W1 "= r �I-- J i 1 2' 1.. f 1-12" MJ 22.5' BEND 12" STA. 0+00: WATER �� LINE "W9" 5.50' L.P. I, '� , , 1-12"x(8") MJ REDUCER f 0) 6" }} 1-12 x 6 1 TEE' � .I., . , ( ) ED r• 04 L.P. P I 1-12 MJ GATE VALVE &BOX 5' S W Y 1 ( ) I / TELEPHONE ~ 5.50' 6" PVC (C-90ZCL00} 10' P.U.E. 12" 12" 1-6" (MJ) GATE VALVE & BOX MARKER N �_„ L.P. (10017 f7) Lu WATER LINE Wu_j �+, 1 L.P. L.P. W= --- - _ - -------------- ---I --- Z -- — — — — — — — - .� _ N 2�— 3 2 — `1,2 4.9 — P..tia t w 9+00 10+00 \ - 11+00 12+00 13+00 ridorirr�rrriarrti S 22' 03' 32" E = TRAFFIC--- 8" PVC (C-909, CL 200) (� SIGN " " LO LFIRELANE 12" PVC C-909, CL 200 1/2" I.R. -- WATER LINE W1 { } - \ SIGN WATER LINE "W1" Q G.V. M„Ol STA. 8+51.17: WATER LINE " W1 "_ 3 „oi M..o� M..oL �' M,.oi l M„o q M,.oI STA. 0+00: WATER LINE "W8" STA. 10+47.49: WATERLINE "W1 "= I �� TRAFFIC Ak.ot 1-8"x 6" (MJ) TEE (6 6" APPROXIMATE LOCATIONJ STA. 0+00: WATER LINE "W5" \\ SIGN - x o 1-8" MJ GATE VALVE &BOX 8" r APPRO„ (MATE LOCATION OF ( ) `V OF 10" WELLBORN 1-8"x 8" (MJ) TEE 1 �e UNDERGROUND TELEPHONE 1-6" (MJ) GATE VALVE & BOX 8" 8" WATER LINE 12" N -- '"�\ 30"0 ADS 2-8 1 GATE VALVES & BOXES 8" ( 18' 0 ADS- STORM SEWER �, 30"0 ADS + �. STORM SEWER �� m STORM SEWER- 1 1-12 X 8 (MJ) REDUCER 1 � - W 2-24"0 ADS _ --_---------- STORM-- -------t-- i--- SEWERS .. - ` - - - M M„8 t M„8l M„8 L M„8 L M„8 L ` 18"W ------------------------6'--------------------------------------------- 6' S/W TELEPHONE `--'MARKER + 40' P.U.E APPROXIMATE LOCATION ss- - - -ss- - - - - - -'ss- - - -ss- - - -ss- (705/619) OF EXISTING 18" PUBLIC �.�_ 3Ht3 — —3H0- — �. —3H4- — — +P.P. WATER LINE-3H0- — P.P. HO- — m1 �"^>I:> — — — -- —31 — — —31 — — —3HO- — — —3HO- — — —3HO- — —3HQ- — — —3HG- — — —31 — — —31 — — —3Ht� — ——O-3H0- — — —3µO- — — \—LB.M. #2 TRAFFIC � � A - - -31 - t P.P. ELEV:=324.18' SIGN O �� CALL BEFORE YOU DIG PROPOSED \ R TEXAS ONE CALL SYSTEtl — — — — — — — — — — — — — — - -- SANITARY SEWER. 1-800-245-4545 LINE "S1" SEE TELEPHONE Ar r „ (AT LEAST 72 HOURS PRIOR TO DIG131%) SHEET C2.7 VAULTS \ WAR..IhG..: THE CONTRACTOR IS TO LOCATE ANY AND ALL UTILITIES PRIOR TO CONSTRUCTION AND IS SOLELY RESPONSIBLE FOR ALL DAMAGES TO EXISTING LTILITIES DUE TO INY CONSTRUCTION ACTIVITY. » wi 91 SCALE: 1 "=3 ELECTRICAL. \ VAULT \ \ STA. 13+27 to STA. 13+92: WATER LINE "W1" - - 65 L.F. OF ROAD BORE (WET) w/20" STEEL ENCASEMENT (3/8" WALL THICKNESS) & 12" DIP (CL 250) LOCKING JOINT CARRIER PIPE w/CASING SPACERS & END SEALS G.V. err 1tl"W��18'W 'J r WATER METER & B.F.P. f OTE: WATER LINE DESIGN IS BASED ON ROUGH SITE GRADING OCCURRING PRIOR Toi WATER LINE CONSTRUCTION -- -1. 11_ III. , •IlaWATER • - • • _ • . �, �i - inn • • F/L=318.91' LINE "Wl • ..ALONG WATER LINE "W11" w/20" STEEL ENCASEMENT (3/8" • •LOCKING JOINT••• • V /CASING SPACERS END SEALS 1�- YAXSI ..�� . WI , I the LINt Wl HHU ALL VIEW STA. 8+10 to END Hi 1 "=30' VERT- 1 "=3' � s rK"bra' BENCHMARK DATA: T.B.M. #!- R.R. SPIKE IN POWERPOLE LOCATED IN THE SOUTHWEST CORNER OF THE INTERSECTION OF MARION PUGH DRIVE AND LUTHER ROAD. (ELEV. = 331.75-NAD 83) T.B.M. SQUARE CHISELED IN SOUTHWEST CORNER OF CURB INLET LOCATED ON THE WEST SIDE OF MARION PUGH DRIVE. CURB IPJLET LOCATED 15 LOCATED JUST NORTH OF ITS INTERSECTION WITH HOLLEMAN DRIVE. (ELEV. = 324.18'-NAD 83) PLAN NOTES: 1. REFER TO SHEETS CO.1 & CO.2 FOR CONSTRUCTION NOTES AND SPECIAL SPECIFICATIONS. 2. REFER TO DETAIL SHEET C3.5 FOR MISCELLANEOUS UTILITY DETAILS AND B/CS STANDARD DETAILS SHEETS FOR STREET, SIDEWALK, PAVING, DRAINAGE & UTILITY CONSTRUCTION. 3. THE EXISTING U1lLITY LINES SHOWN ARE IN AN APPROXIMATE WAY ONLY! NO UTILITY MAPS WERE AVAILABLE, BUT UTILITIES ARE SHOWN BASED FROM MEETING(S) WITH THE UTILITY COMPANIES AND ABOVE GROUND UTILITY FEATURES, AS SHOWN. � t 7607 EASTMARK DR., STE. 25OF <77840> POST OFFICE BOX 9253 COLLEGE STATION, TEXAS 77842 EMAIL: civil@xmengineer.com OFFICE - (979) 764-0704 FAX - (979) 764-0704 TEXAS FIRM REGISTRATION No. F-4695 SURVEYOR KERR SURVEYING, LLC 505 CHURCH STREET COLLEGE STATION, TX 77841 OFF: (979) 268-3195 FAY.: (979) 691-8904 GRADING ADJUSTMENTS THROUGH SITE 6/20/TT(+0.85') AND OTHER VARIOUS CHANGES ;MARK DATE DESCRIPTION SUBSTANTIALLY ComwolPLETE ISSUED FOR CONSTRUCTION Q0111 CONSTRUCTION DRAWINGS ISSUED PRIOR TO THIS DATE ARE REPLACED BY THIS SET & SHOULD NOT BE USED FOR CONSTRUCTION. OF TE i � •• it tI 00, .. ...... ... �$Sb83 _ 4 s /t •.�/C NSE�� w !� z LL w t_n W Q Z mV) 0 t� 0 w Q Q f— J + o Z (f} � � U v W CO w 2 w 0 F- w Z Q Q �C O Q J o m z _j O o m m �. W F_ CLIENT INFORMATION AMERICAN CAMPUS COMMUNITIES (OP), LP c/o CHUCK CARROLL 12700 HILL COUNTRY BLVD_, STE_ T-200 AUSTIN, TX 78738 CCARROLL@AM ERICAN CAMPU S. CO M PH: (512) 732-1000 FX: (51 ") 732-2450 FILENAME: 0418W1 B SCALE: AS NOTED SUBMITTED DATE: 2/23/11, 4/4/11, 4/20/11 DRAWN- BY: R.A.M. CHECKED BY: R.A.tvt. FIELD BOOK: 13 PAGES:46-75 RME CONSULTING ENGINEERS CLIENT NO. PROJECT NO. 178 - 0418 SHEET 19 OF 32 S TOP i CALL BEFORE YOU DIG TEXAS ONE CALL SYSTEM 1-800-245-4545 (AT LEAST 72 HOURS PRIOR TO DIGGING) WARNIYG!!- THE CONTRACTOR IS TO LOCATE ANY AND ALL UTILITIES PRIOR TO CONSTRUCTION AND IS SOLELY RESPONSIBLE FOR ALL DAI(AGES TO EXISTING UTILITIES DUE. TO ANY CONSTRUCTION ACTIVITY. 3 — — — — N FIBER 3 OPTIC t° MARKER APPRO�IM ATE LOCATION OF EXISTING 6" PUBLLC, WATER LINE y STA. 0+00: WATER LINE "W2" TIE INTO EXISTING 6" WATER LINE 1-6"x 6" (MJ) TEE 1-6" (MJ) GATE VALVE & BOX 1�,, WELLBORN ROAD N F.M. 2154 UNION PACIFIC RAILROAD (100' RIGHT-OF-WAY) STA. 3+69.92: WATER LINE "W2-= �" STA. 4+78: WATER LINE "WY STA. 5+66.95: WATER LINE W2 = 1-8"x 6" (MJ) TEE STA. 0+00: WATER LINE "W11" 1-8" (MJ) GATE VALVE & BOX 6" 1-8"x 6" (MJ) TEE � " 1-8"x 6" (MJ) REDUCER / O 30 60 SCAI,E: 1" = 30' „ 1-6 (MJ) 22,5 BEND rn, " " STA. 0+93.08: WATER LINE W2 = - -- 1-6 MJ GATE VALVE & BOX 2-6" (MJ) GATE VALVES &BOXES #6�- - � 1-8"x 6" MJ REDUCER C ) STA. 0+00: WATER LINE "W10" $" 8„ „� APPROXIMATE LOCATION �" � � �� � 6" PVC C-909 CL 200 ) ' FIBER OPTIC 1-8"x 8 (MJ) TEE OF SPRINT UNDERGROUND` FIBER OPTIC - 8 PVC (C-909, CE�W2" \�fv4ARKER WATER INE "VV2" CABLE 2-8" (MJ} GATE VALVES &BOXES $" `--_`WATER LIN1/2" I.R. MARKER =` ii--�- in- - -\ - - \\}S - -in- - - - - - -in- - - in- - - -in- - - -in- - -in- --in- - ---= in - - 290 40' 15" E 1,430_�50' -tn- - -in- - - -in- -- - -in- - -in- - - -ins- -in =P.P. _..-I 'o \ M,H. P.� \ i 'NG,9'�-'ram M119 � g PVC (C-909, CL 200) MPiN��tNG \ WATER LINE "W10" I/ 00 \ 2+P0 / 3+00 4+00 5+00 . 6+00 - - - 7+00 8+00 f S 29' 4015" E -- _ -- _ -- 20' P.U.E. Q `�- -.._ O , .� I 1 1 � � � -Ss_ 20' P.U.E......- 3' - -3n_ / _ (i0017;'?) L. _ 6� S/ _ --SS- _ (10017?) 8" PVC (C-909, CL 200) I �'� - p _ 1 I 1 j ' -ss_ _ ' WATER LINE W2 _ _ 1-\ 6 PVC C-909 \ \ i ' - \ A.I. ,3n- _ R.I. C \ ( , CL 200) ss- - 44 1 `' � WATER LINE "W11" � '� ._ I M.H. T1_ \ A. 0+30.4: WATER LINE n-._ "-=��1`- 3n � �... \ \ \ / F.D.C. 1 TSTANDARD3" FIRE HYDRANT �H„ 6 / \ \ STA. 0+66.38: WATER LINE "W10" 0 EXISTING 8" PUB(IC ,>� s� 5 I I r` "C-3"= -\ I - - �\ 1-8 x 6 (MJ} REDUCER 6„ # an_ - SANITARY SEWER \ a. \ " 7 1 ' LINE �` \ \ 2-6 (MJ) GATE VALVES &BOXES PROPOSED J J \ �- ` '�- _ _ t i 1-6"x 6" (MJ) TEE w 15' P.U.E. 1 E.M. \ i3 ► \ r1 - �' \ Ile_ ; ` 1-6»x 4" (MJ) TEE Q - �' _ I Us \ c1-4 (MJ) ISOLATION VALVE w/AMPRO LOCKING LID (LL562) W 4' > 1 1 -3 2 , �� 1 I ` ``''� `� ,i f I� -� tS/w 1 111 r- 1 \ 1 \ \ `. I� ` E.M. i 1-STANDARD FIRE HYDRANT (FH #5) o f j ► 3� i E.M. \ 11 �1 '7 t� 3 DOMESTIC METER #1 w ACKFLOW PREVENTOR , 2 (6869/99) , \ t ` \\�ZIA LF TH C.O. _ - -3Mn- - �n j® E�T. E.M. \ ER PROPOSED _ \ o. 3� c�P. E. o _ - & B.F.P. rn WATER LINE "W3" �` !ff\ _ _ -� \► 111r �� 1 � j WATER M . . C.O. SEE SHEET C2.5 i i `° _ - © (o \\ t3`_ ► g \ �\ \ A\ ` i' r t-! " '�`-= .�l �-._ . M _ "�- - sls_\ 1 C. a. I r 1 EI ► 5 1 At _ss �i�.i -= ! i'I'---+ Ar' ~,+,i' -ss_ - M.H.1 fill - J WATER LINE "W2" — PLAN VIEW — STA. 0+00 to STA. 8+10 SCALE: 1 "= 30' " —W BENCHMARK DATA: �t W �� xtt� z 325 - -_� �mr —0— �_ x O x X o o- _ NOTE: WATER LINE DESIGN IS � _ BASED ON ROUGH SITE - GRADING OCCURRING PRIOR TO - WATER LINE CONSTRUCTION �__ - '- '- O T.B.M. � R.R. SPIKE IN POWERPOLE LOCATED IN THE SOUTHWEST CORNER OF THE INTERSECTION OF MARION PUGH DRIVE AND LUTHER ROAD. (ELEV. = 331.75'-NAD 83) T.B.M. � SQUARE CHISELED IN SOUTHWEST CORNER OF CURB INLET LOCATED ON THE WEST SIDE OF MARION PUGH DRIVE. CURB INLET LOCATED IS LOCATED JUST NORTH OF ITS �25' —m '�, 322 _ Z W, z_ -' L_ z= aj EM 322 w `� w o w -m 1- I- uD L Q —Q w 1- w _ K z �� -' j W w J J w j j -' o - ------ -------_- - __T^- ^ �- w w Q 31 �J gS.a_N w ^^: so ���� oo_ "��-b-- ¢ ' `-' w � ao �x �- 00 ' ' --.. -- €7(tST= �-C-/L7 flF-WA GROUN ER-LIN .._ . d_ U U �_.-_.. _ � ¢ INTERSECTION WITH HOLLEMAN DRIVE. ELEV. = 324.18'-NAD 83 ( ) • �C W 0 ++ —moo ti ++ ''''.-. � <� PLAN NOTES: 1. REFER TO SHEETS C0.1 & C0.2 FOR CONSTRUCTION NOTES AND SPECIAL SPECIFICATIONS,1 o _Z + `� -�� d T Q x _�� ap cp tp x -p �p w l t t t ¢ 11 Q Q' 31 to N r T-in_ EXISTIN(, t- .-CO / ROUND WAR 2. REFER TO DETAIL SHEET C3.5 FOR MISCELLANEOUS UTILITY DETAILS AND B/CS STANDARD DETAILS SHEETS FOR STREET, SIDEWALK, PAVING, DRAINAGE & UTILITY CONSTRUCTION. 3. THE EXISTING UTILITY LINES SHOWN ARE IN AN APPROXIMATE WAY ONLY! NO UTILITY MAPS WERE 316 ••� v ' ' . . , 03 ' 313 O AVAILABLE, BUT UTILITIES ARE SHOWN BASED FROM MEETING(S) WITH THE UTILITY COMPANIES AND ABOVE GROUND UTILITY FEATURES, AS SHOWN. 31 _ -- - W -01-1 - - - 00 31 0 310 8" ---9­'8008WARN WATER. DEFLECT 1-JOIN OF_- PIPE ALONG BARREL (0.3-/JOINT) PVC (C-909, CL 200) LINE "W2" MEN" 307 - 6" PVC (C-909, CL 200) WATER LINE "W2"- - — 07 2-6" 45' (MJ) BENDS 304 04 301 810.00 L.F. OF ON-STRUCT RAL BACKFI L O C7 t+) �_- +Q N O 06 +O CO _a0 +t-- CO- 298 _ J Q J n Q J ~� Q J Q J Q (nU toll �U (�U fn 0+00 1 +00 2+00 3+00 400 5+00 8+00 7+00 8+ WATER LINE "W2" — PROFILE VIEW — STA. 0+00 to STA. 8+10 HORZ: 1 "=30' VERT. 1 "=3' Arc r rIlk 7607 EASTMAIZK DR., STE. 250I+ c77840> POST OFFICE BOX 9253 COLLEGE: STATION, TEXAS 77842 EMAIL: c1viI@,)rmengineer.com OFFICE - (979) 764-0704 FAX - (979) 764-0704 TEXAS FIRM REGISTRATION No. F4695 SURVEYOR KERR SURVEYING, LLC 505 CHURCH STREET 0 COLLEGE STATION, TX 77841 T- OFF: (979) 268-3195 + FAX: (979) 691-8904 CIO Q 't V U) I--- w w W c=n Z w W rr V RAQING AD Il1STMENTS THROUGH SITE FlARK 6/20/11 +0.85') AND OTHER VARIOUS CHANCES DATE DESCRIPTION SUBS UA TIALL COMPLETE ISSUED FOR CM STRUCTION 120111 CONSTRUCTION DRAWINGS ISSUED PRIOR TO THIS DATE ARE REPLACED BY THIS SET & SHOULD NOT BE USED FOR CONSTRUCTION. OF r rtjt) t S �C. RISE r PLIAt tC t .i a$ N Z) 1"I N E E R I4G M r W >X 2 � w 00 V O / Ww Z o � X w zQ r=� V � _ O <H + - J 0E- cr- o to Z {� J z U o 00 w0 w W QW t0 � Q� F-+ 0 w W 0m f-0 Q0 _ J cn W z 0 i LiJ I - LLI in F- J v o V U = 1— E— CLIENT INFORMATION AMERICAN CAMPUS COMMUNITIES (OP), LP c/o CHUCK CARROLL 12700 HILL COUNTRY BLVD., STE. T-200 AUSTIN, TX 78738 CCARROLL@AMERICANCAMPUS.COM PH: (512) 732-1000 FX: (512) 732-2450 FILENAME: 0418W1 B SCALE: AS NOTED SUBMITTED DATE: 2/23/11, 4/4/11, 4/20/11 DRAWN BY: R.A.M. CIICCKCD CiY. R.A.M. FIELD BOOK: 13 PAGES- 46-75 RME CONSULTING ENGINEERS CLIENT NO. PROJECT NO. 178 — 0418 VA SHEET 20 OF 32 WELLBORN ROAD " F.M. 2154 STA. 8+84.46: WATER LINE W2 6 s 1-6"x 4" (MJ) TEE ISO. 1-4" (MJ) ISOLATION VALVE w w/AMPRO LOCKING LID (1-1-562) 4 n 1-2" DOMESTIC METER #8 II 6" 6" STA. 10+02.38: WATER LINE "W2" 6" 6" STA. 11+24.79: WATER LINE "W2" r ` ISO. 1-6"x 4" (MJ) TEE ISO. " 1-6"x 4" (MJ) TEE 1-4 (MJ) ISOLATION VALVE 1-4 (MJ) ISOLATION VALVE > -- 4" w/AMPRO LOCKING LID (LL562) 4" w/AMPRO LOCKING LID (LL562) i j— — — —In— — —.In— — — —ln— — — — In— — —in— — _ — / in` _ S 29' 40' 15" E — 1,430.50' 11+00 i S 29' 40' 15" E i STA. 11+68.22: WATER LINE "W2" 1-3/4" DOMESTIC METER #9 I UNION PACIFIC RAILROAD (100' RIGHT—OF—WAY) q I Ld I I S STA. 12+56.99: WATER LINE "W2"= 6" 6" I I I I I I I I I I I I I I I I I I I 1 1 1 1 1 1 1 1 1 1 1 1 .I I I I I I !I I I I I I III STA. 5+98.47: WATER LINE "W5" I I 1-6"x 6" (MJ) TEE STA. 13+55.93: WATER LINE "W2" 2-6" (MJ) GATE VALVES & BOXES 6 2-6" (MJ) 45' BENDS 4 APPROXIMATE LOCATION _ OF SPRINT UNDERGROUND - FI13ER`OPTtC-----------.-- -- to 1n _ _ ,ry ilk — — — — — LO In 4N -1- - 72+00 — — — — 13+00 A LIFT STATION / 0 30 GO SCALE: I" = 30' C W w — w -- w -- 1�— w — M/ w _ 20' P.U.E. / f/ L.P. I I i i Q `O w 6" PVC C--909, CL 200 (10017/7) E.M. i I L! WATER LINE "W2" } "' _ , - - — 3! 11 6" PVC (C-909, CL 200) — — _ I Q '� �i w w !� 1 WATER LINE "W2" - (i P. W .I ! E.M_ ! ! I ! _ s We.o i� J STA.13+90.99: WATER LINE "W2" I _ I uJ.1 E.M. + 21 — '" ! ! , I 1-6" (MJ) GATE VALVE & BOX a3 — - ss; _ss_ 1—STANDARD FIRE HYDRANT (FH #7)Ss_ _ _ _ss_ _ _— LII - F � M.H. I I I tA- 11 L---,. JI �—' w �-`-L o. 6' S/+ I 1 I 1I1 i I i I i w L".•e ! ! I /— OPOSED F.D.C. / / `" I I I ~ —16Hi ` -� I � _ti w _.r-. i..1 33 20 I !� ' P.U.E. ` / I I z ` —ss._ _ _ - - 1 ! 1 J a� _ s �' _ _ — w s E.M. t PROPOSED i q ZE —Ss�W _ ! ! y - r 33 PRIVATE FORCEMAIN, < " _'�— �1 _ ` 1 =i _ L_ s ' _.,� PROPOSED j, �� I SEE SHEET C1.3C I I _.1 C.O. L WATER LINE W5 N CALL BEFORE YOU DIG TEXAS ONE CALL SYSTEM 1-800-245-4545 (AT MST 72 HOURS PRIOR TO DIGGIRC) WARNINGH: THE CONTRACTOR IS TO LOCATE ANY AND ALL UTILITIES PRIOR TO CONSTRUCTION AND IS SOLELY RESPONSIBLE FOR ALL DkVAGES I TO EXISTING L'fILITIES DUE TO ANY CONSTRUCTION ACTIVITY. / rt SEE SHEET C2.6 , �,. I � 11 ' - I 33 I ' 1 10' P.U.E. 1 - -� 1 (10017/7) F.D.C. e ,9 - - 2 M — 10 4 - LA :n I C.O. �" � - C.0 Q CIS-_ _J I,to C.0. IQ \� q I- !� WATER LINE "W2" — PLAN VIEW — STA. 8+10 to END SCALE: 1 "=30' �■ ■� • ' • ' 1�■ ca am ME IF WATER - • ■ �� Of IN �i ■ WATER LINE "W2 BENDS -■■�■■ram _ ■ ■� WATER LINE DESIGN IS NOTE:BASED ON ROUGH SITE GRADING OCCURRING PRIOR TO'i LINE CONSTRUCTION ■��r_ ■�■ �� �� �■ �■ r■���■WATER ��� ■■1111■■�■� 0 ,10 !f IAI*') #! — HORZ: 1 "=30' VERT: 1 "=3' . s r s 7607 EASTMARK DR., STE. 250F <77840> POST OFFICE BOX 9253 COLLEGE STATION, TEXAS 77842 EMAIL: civil@rmengineer.com OFFICE - (979) 764-0704 FAX - (979) 764-0704 TEXAS FIRM REGISTRATION No. F-4695 SURVEYOR KERR SURVEYING, LLC 505 CHURCH STREET COLLEGE STATION, TX 77841 OFF: (979) 268-3195 FAX: (979) 691-8904 RADiNG ADJUSTMENTS THROUGH SITE 1 6/20/11 +0.85') AND OTHER VARIOUS CHANGES MARK DATE DESCRIPTION SU STANTIALLY COMPLETE ISSUED F0 CONSTRUCTION 4/20111 CONSTRUCTION DRAWINGS ISSUED PRIOR TO THIS DATE ARE REPLACED BY THIS SET & SHOULD NOT BE USED FOR CONSTRUCTION. r " ..: B. ., Ci`R] V M Z >_ (� o o �W Q z Q(/) m a 0 cr, w c� — W Z � I— Q z 0 0 �►- � Q Z _! r- o V) Z (n < o W0W IEn © 00 W 0 WQ gg 43IU' C. 1 I� m .. 8 ? ,.1 " � F z J ENGINEERING 0 Q I— 00 0 W I — BENCHMARK DATA: T.B.M. #!L R.R. SPIKE IN POWERPOLE LOCATED IN THE SOUTHWEST CORNER OF THE INTERSECTION OF MARION PUGH DRIVE AND LUTHER ROAD. (ELEV. = 331.75'-NAD 83) T.B.M. SQUARE CHISELED IN SOUTHWEST CORNER OF CURB INLET LOCATED ON THE WEST SIDE OF MARION PUGH DRIVE. CURB INLET LOCATED IS LOCATED JUST NORTH OF ITS INTERSECTION WITH HOLLEMAN DRIVE. (ELEV. = 324.18'-NAD 83) PLAN NOTES: 1. REFER TO SHEETS COA & CO.2 FOR CONSTRUCTION NOTES AND SPECIAL SPECIFICATIONS. 2. REFER TO DETAIL SHEET C3.5 FOR MISCELLANEOUS UTILITY DETAILS AND B/CS STANDARD DETAILS SHEETS FOR STREET, SIDEWALK, PAVING, DRAINAGE & UTILITY CONSTRUCTION. 3. THE EXISTING UTILITY LINES SHOWN ARE IN AN APPROXIMATE WAY ONLY! NO UTILITY MAPS WERE AVAILABLE, BUT UTILITIES ARE SHOWN BASED FROM MEETING(S) WITH THE UTILITY COMPANIES AND ABOVE GROUND UTILITY FEATURES, AS SHOWN. CLIENT INFORMATION AMERICAN CAMPUS COMMUNITIES (OP), LP c/o CHUCK CARROLL 12700 HILL COUNTRY BLVD., STE. T-200 AUSTIN, TX 78738 CCARROLL©AMERICANCAM PUS.COM PH: (512) 732-1000 FX: (512) 732-2450 FILENAME: 0418W1 B SCALE: AS NOTED SUBMITTED DATE: 2/23/11, 4/4/11, 4/20/11 DRAWN BY: R.A.M. CHECKED BY: R.A.M. FIELD BOOK: 13 PAGES:46-75 RME CONSULTING ENGINEERS CLIENT N0. PROJECT N0. 178 — 0418 SHEET 21 OF 32 II-I Yili _ \ -� \ ® \ E.T. \ Oil 6� L.P. T.P. � ' I , \ �+ N - C.O. C.O. --\III---SS- -SS - -ss -sS -\ I ( I Y . -- _ 29 �- — _ w �� w-- w--w II I STA. 0+00: WATER LINE "W3"= o. 8" w-- w 't l I` w w r!() J.B. o c L j II I PROPOSED STA. 1+65.69: WATER LINE "W1" I\���1 WATER LINE "W1" qqI 1-8"x 6" (MJ) TEE 6 1, SEE SHEET C2.1 1-8" (MJ) GATE VALVE & BOX 6" 6" STA. 3+46.06: WATER LINE "W3"= 11 I 0 30 60 it I 1-6" (MJ) GATE VALVE & BOX 8" IM E.M. STA. 0+00: WATER LINE "W13" j fn i 1 10 E P.U.E. E.M. 33 6" 1 6 X 6 (MJ) TEE I I I SCALE: 1" = 30' (10 17/7) 3© 2-6" (MJ) GATE VALVES & BOXES 1 II APPR3'IM�TE LOCATION OJ L--'-J F SPRT ONDERGROUND / /I/ 11 1FIBER OPTIC3E- ` 1 I I 16'ISW I 1 1 I I I I - 11 16, Sf� i(L.P. I I�( y 0 ^ s" 6" STA. 1 +40.80: WATER LINE "W3"= / / I \ I STA. 4+31.52: WATER N 1 3 STA. 0+00: WATER LINE "W12" / is 6" PVC (C-909, CL 200) 111� \ w LINE "W1" L.P. } 1 = I I 1-6"x 6" MJ TEE / i WATER LINE "W3" \ \ \ 1-11.25 (MJ) 6 BEND 1 • 5 LO LL 6" " ( ) /F.D.C. i i M \ \ M.H. ' 1 0 2-6 (MJ) GATE VALVES & BOXES o/ I I SS I 0 IW I O_ c�15'/P.U.E. A.I.------- J.B. ' - ---- A.I. ' "' / Jul _-- --_----`+I-I -,1 1+UU / Z+UU S+UU \ \ I 4+UU 1 1 Z 00 fit-" 1 0 _ 6" PVC (C-909, CL 200) is / _ _ II \ \ \ _ 1 WATER LINE "W12" 7.50' / �� / 7.50\ WATERC LINE 9 W1'3'CL 200) \\ 5 -- -- Q 1 �' r/w- Ili 1 "' 1-1 11 1 1- 1 1-! __ - ruE_ 1_ _ue L! I- i l l 61 Sfw 1 I � I I I I I I I?i_I o 1 -3n (�f =-� --- - -- - ---- -�-�- ® --cE 1 -�- I L.P. F E.M. — j' E.M. i O " E.M. E.M. TRAFFIC TA. 0+32.00: WAT R LINE W12 6.. 6" STA. 2+77.52: WATER LINE W3 I 1 SIGN � w 6" " 1-6"x 4" (MJ) TEE I J 1-6"x 6" (MJ) TEE r I Y� III I 1 W > 1-4 (MJ) ISOLATION VALVE w/AMPRO 1 1 s" 2-6 (MJ) GATE VALVES & BOXES I 5 LOCKING LID (LL562) I 1 I I 8 STANDARD FIRE HYDRANT (FH #8) 1 1 { $" STA. 4+7 : W LINE W3 0 4" W 1-4" (MJ) 90• BEND .0. { I I 1 1 I { 6" STA. 3+69.92: WATERLINE "W2" < "-' 3" DOMESTIC METER #2 w/BACKFLOW J I I I i o. 1-8 x 6"(MJ) TEE 1 1-8" (MJ) GATE VALVE & BOX 5 TOP ! CALL BEFORE YOU DIG TEXAS ONE CALL SYSTEM 1-800-245-4545 (AT LEAST 72 HOURS PRIOR TO DIGGING) WARNING!!: THE CONTRACTOR IS TO LOCATE ANY AND ALL UTILITIES PRIOR TO CONSTRUCTION ANI) IS SOLELY RESPONSIBLE FOR ALL DAMAGES TO EXISTING I:TiLiTIES DLT TO ANY C.nNSTRIlMON ACTIVITV. L.P. j i W PROPOSED , 1� POOL WATER LINE "W1" 1 O a, SEE SHEET C2.1 STA. 2+32.11: WATER LINE "W4" ' I ~ Q > 1-6" (MJ) GATE VALVE & BOX w6,. #9 > 1-STANDARD FIRE HYDRANT (FH #9) 0 I o0 1-8"x 6" (MJ) REDUCER 4" L/) J 1-6"x 4" (MJ) TEE � w a 1-4" (MJ) ISOLATION VALVE w/AMPRO it W LOCKING LID (LL562) Z >3' 1-2" DOMESTIC METER #4 Do N 1-1 5" IRRIGATIOKI AAPTI=R 0 ct �� d€ - J- % �� 8" PVC (C-909, CL 200) WATER LINE "W4" UE QI A.I. I I I P' L ( I- 8" 1-6" MJ GATE VALVE & BOX1 1 r I STA. 0+32.00: WATER LINE "W13" r -F w { T 1 3 I W s 1-6"x 4" (MJ) TEE 11� I I 20' P.U.E. in- II I rr, C.O 1 I (10017/7) 1 38 { I �, 1-4" (MJ) ISOLATION VALVE W/AMPRO 3113 I I,I I a III I ®> LOCKING LID (LL562) 1 (I I i I 1 I 1 - s y 3 0 4" W " 1-4" (MJ) 90' BEND 34 I ICI ! I 28 1--I I I I I I a w 3 DOMESTIC METER #3 w/BACKFLOW y a) l3 I t� 1 -i PROPOSED 1 1' P.U.E. > L I � _ PREVENTOR I 1 N III -I WATER LINE W2 1 17/7) I I_ t' I#3{ I -1I T -1 SEE SHEET C2.3 ' _ p/ — , �r — — — — — M.H. W W W -ss - -ss -SS -1- -SS 1 1 I I I -� �` I I 3 w I I I OM.H. -1 1 1 f - -- w I I I I�l. M-- M-- M- A.I.` 677 F.D.C. M W - M w - M MF 1 -UE- - - -UE- - - =UE -17 1E. F.D.C. F.D.C. ( 1 F.D.C. > 1 WATER LINE 91W3" & 19W411 - PLAN VIEW - STA. 0+00 to END SCALE: 1 "=30' F E. ®_ _- - 15' P.U.E. 1 1 16' Sae L O STA. 0+00: WATER LINE "W4"= 8" STA. 5+92.14: WATER LINE "W1" 8" 1-8"x 8" (MJ) TEE 2-8" (MJ) GATE VALVES & BOXES 8" r �O STA. 2+10.79: WATER LINE "W4" 2-45- (MJ) 8" BENDS �1 0 ✓ 30 60 SCALE: 1" = 30' 119RZ49 WWI 11 OE.M. Il w w 1� - 331 _tt 0-0 m m -- - N _u - z w ¢ w 00 It w _ X x o 0 t� d- - —z ,! Z of Q < w o --� -- l,l Lo v - Q ' o o— �= - w_ o —m t- to= w 1i1 - .. m m ; 328 z -� > > H Z= lI - NOTE: WATER LINE DESIGN IS BASED ON ROUGH SITE GRADING OCCURRING PRIOR TO WATER LINE CONSTRUC110N - ink Q —Q J L l �Z J QWW -� -1 z� J `�' Q w� ,'-4 > > W W N > w -� -�04 `� J x m-i- -'d >-�'�' �-x �_ IwC-GRoO L-OF WATER- z w -' QWEr-W -� H_ Q > I- W� d F-3 Q W > = F- w 0u- + o �� co + ; oo -- a>ww � F - _Q n�o-_ oZ Z o o o — J 1-11 w a ¢ iv 325 o_� O r- _� 00 V) + — o + - GROUND— E —N X -X . X - _ (n r (n N (1) in in N fn (ll r (n (n r- N ' `r- _ PROPOSED -c/L -GROUND F-1NATER —co- iNE.- PROPOSED GROUND-7-�•- 322 - _�� —�� L F WA LINE---- — -� --� �. ----__-- --.. 3 22 - 319 - _ — - @-C - ROPOSED-G L-OF-INANE OUND -L1NE — �.e -� -- 319 6" PVC (C-909, CL 200) - WATER LINE "W3" - STA. 2+46: PROPOSED 24 0 STORM SEWER - F/L=316.09' - • ```- ` _ ' • _ 316 — - STA. 3+55: - PROPOSED 8" SAN. - SEWER SERVICE _ F/L=318.14" IC/L, G GROL - ND -� 5 00 0 31 `� - - -- - @ / OF WA ER - • ry - - o: STA. 2+46: PROPOSED 36"0 STORM SEWER F/L=314.15' I► �� w o z 0 •7 p,, _ (� -� _ - _ _ •" - FLECT 2-JOINTS OF ALONG BARREL — - D PIPE 00 — 313 _ l 3y " 8 PVC (C-909, CL 200) WATER LINE "W4" (1.2-/JOINT) - ' 1 0 -- DEFLECT PIPE OF 0 z 2-JOINTS ALONG BARREL' t LL L• ` 310 J (1.4-/JOINT) DEFLECT 1-JOINT OF PIPE ALONG BARREL (1.5'/JOINT) - _ D PIPE A ONG INTS BARREL -G �. A_CK 3 • . 307 307 .— 304 z�j � 00 O � L6_M Cy O 14) +N+ —C7 Cq PC) r + C-i._ It OM 4 J Q Q 0+00 400 2+00 3+00 4+00 0+00 1 +00 2+00 WATER LINE IVY & "W4" - PROFILE VIEW - STA. 0+00 to END HORZ: 1 "=30' VERT- 1 "=3' 7607 EASTMARK DR., STE. 25OF <77840> POST OFFICE BOX 9253 COLLEGE STATION, TEXAS 77842 EMAIL: civil(alrmengineer.com OFFICE - (979) 764-0704 FAX - (979) 764-0704 TEXAS FIRM REGISTRATION No. F4695 SURVEYOR KERR SURVEYING, LLC 505 CHURCH STREET COLLEGE STATION, TX 77841 OFF: (979) 268-3195 FAX: (979) 691-8904 RADING ADJUSTMENTS THROUGH SITE 1 6/20/ti +0.85') AND OTHER VARIOUS CHANGES !HARK DATE DESCRIPTION SUBSTAI'TIALLY COMPLETE ISSUED FOR CONSTRUCTION 41201111 CONSTRUCTION DRAWINGS ISSUED PRIOR TO THIS DATE ARE REPLACED BY THIS SET & SHOULD NOT BE USED FOR CONSTRUCTION. OF 7-Z � t! • `8 83 It • 41C NSS lllS ' � p>X z z � Q F— o 43 W Cr) X v � w w z Z) a r" 0 1- 0 a' Q W0 0 �z� <0 Ll_ z_o W 0W t o J � w0 zQ 0 Q L.Li� 0 in W~ Z�W 0 �-- (n �Ca Q 00Vlz J W CLIENT INFORMATION AMERICAN CAMPUS COMMUNITIES (OP), LP c/o CHUCK CARROLL 12700 HILL COUNTRY BLVD., STE. T-200 N AUSTIN, TX 78738 CCARROLLQAMERICANCAMPUS.COM PH: (512) 732-1000 FX: (512) 732-2450 FILENAME: 0418W2B SCALE. AS NOTED SUBMITTED DATE: 2/23/11, 4/4/11, 4/20/11 DRAWN BY: R.A.M. CHECKED BY: R.A.M. FIELD BOOK: 13 PAGES:46-75 RME CONSULTING ENGINEERS CLIENT NO. PROJECT NO. 178 - 0418 SHEET ZZ OF 32 J lr 3 PROPOSED 3- WATER LINE "W1" SEE SHEET C2.2 ,_• -, m _ I o 3 � o r! Q � o o 0Is P.U.E. 17/7) r/t- PP XIM # t LOCATION L r 3 I' t it J -I » i r L OF o" �LBORN 3 j f I t�f STA. 0+51.50: WATER LINE W17 I J 1 r ,v�fATER I Ff I I I j w M uj 1-6"x 4" (MJ) TEE io 1 II !3! I ter 1 ®� 4 (MJ) ISOLATION VALVE w/AMPRO o. ' - _ w `i w ` _ wj �I 0 tn W LOCKING LID (LL562) o A.I. c� �t f� 4 4 4n Q 1-4 {MJ) 90' BEND i 4 Il t w I I M 15 3" DOMESTIC METER #6 w/BACKFLOW itl�- I -j �1t� �J c 9 6" o PREVENTOR STA. 0+51.50: WATER LINE W14 1-6"x 4" (MJ) TEE ! ' ►t -' f -! f C.o _ I zo f I I < f W> g 1-4" (MJ) ISOLATION VALVE w/AMPRO I I I STA. 0+31.79: WATER LINE "W15" 18 t II t F (I Lu LOCKING LID (LL562) f 1-STANDARD FIRE HYDRANT (FH #10) J i V o II STA. 0+31.55: WATER LINE W18 w 1-4" (MJ) 90' BEND j �) 5 u0 4" j i 1-STANDARD FIRE HYDRANT (FH #11) {L = O 30 60 Q _ 3" DOMESTIC METER #5 w/BACKFLOW I '1 1 , STA. 2+92.02; WATER LINE "W5"= 7 I _ a_ 6" PREVE TOR I III I STA. 0+00: WATER LINE "W16" s" 8 ! I 1 I it' i I o U � " _ f ;, 3 I II ► , 1-8"x 6" (MJ) TEE 6,. I 1 19 4 1 tt .0. Q d- I Q o SCALE: i - 30 I STA. 0+00: WATER LINE W5 " s" , f I I 1-8» (MJ) GATE VALVE & BOX r w N STA. 10+47.49: WATER LINE W1 1-6 MJ GATE VALVE & BOX ► - - tl '" 1-8"x 8" (MJ) TEE g' ( I to i 2-8" MJ GATE VALVES & BOXES i t II j I I , r- E.M. ! C.O. I II t Z » ( ) III E.M. -I 1 E.M. J II 1-12 x 8 (MJ) REDUCER 12" ( I I AL 1 i I I- 1 - --- J' STA. 5+24.09: WATER LINE "W5" 0 I E.TI I - - I- .,- .- - - E.T� , - -uE- r 1 6" MJ 45' BEND 1 _ 1 I i 1 1 61 Sid 6" PVC (C-909, CL 200) WATER LINE "W14" 8" PVC (C-909, CL 200) I WATER LINE "W5" � --_ _ Loo 1+00 � IIIIIIIIIIII� i STA. 0+78.95: WATER LINE W5 1-8" (MJ) 11.25' BEND I ' STA. 1+47.04: WATER LINE "W5"= 6" STA. 0+00: WATER LINE "W14' r f 1-8"x 6" (MJ) TEE 1-8" (MJ) GATE VALVE & BOY J a 1-6" (MJ) GATE VALVE & BOY ' - - - - - • o w w w w f w==Lw_-_ I -'I A.I. -� it p (33 A.H t 1 L.P. �! S. -U I /- - - - -j ! -7 - - - f - ( ) Z _1 UE- f--UE r-- --- E E __ I t i L11_I� I ! i l -I'I I - f i t i l M T-I 'A! I I I I I I I i l "��-d i �_. , r t rL I / ��o -�-- T------7:5�'-- / E '.� `.. E.M. 17.5 / , / v r ,� N 6 PVC (C-909, CL 200) " -I ir WATER LINE "W17" PROPOSED J M.H. / / `ZTfiI-� M.H. I �-SS- - - -ss- -f - -ss- - -ss- 15' P.4. - - -�� ss- - - -ss- �/- -ss - - ss� - �-ss- - A.I. J. / / � � � � - G » » / 14 o = _ _ _ _ I (_ ❑❑ /I L I �� STA. 5+47.18: WATER LINE W5 2+00 3+0 4+0f I 5-, 0 1 1-6" (MJ) 45 BEND i ( I N60'19'31E _ �G I H _ F IW j I II ------- --I-- ---� -� I I I (I STA. 3+55.08: WATER LINE "W5 = - - - - - - Cm II 6' $/W I I I ! i I STA. 0+00: WATER LINE "W17" E i / I`— —� STA. 5+98.47: WATER LINE "INS 1-8"x 6" (MJ) TEE o.1 _ I STA. 12+56.99: WATER LINE "W2" C.O. , r , 12-6" (MJ) GATE VALVES & BOXES s" s" , I I 1-6"x 6" (MJ) TEE -1 1-8"x 6" MJ) REDUCER q1 j 2-6" (MJ) GATE VALVES & BOXES I �111 it 12 I 11 I I I " ( I APPROXIMA LOCATION O 1� O 6 PVC (C-909, CL 200) I I I s E.M. 1 _ E.M. 4• # WATER LINE "W16" E.M. E.M. I OF SPRINT 44DERGROUND 6" STA. 4+47.97: WATER LINE "W5"= FIBER OPTIC -41 1 11 1 13 STA. 0+00: WATER LINE "W18" I 20' P. I ' I Y� I 3 6" 6" 1-6 x 6 (MJ) TEE 1 (10017/7) T 2+ 2. 0: W TER LINE W5 = 1 1 2-6" MJ GATE VALVES & BOXES 6" STA. 0+00: WATER LINE "W15" _ _ - - - - _ - -- ( ) ---- -- I I � g" 1-8"x 6" (MJ) TEE w= w _w w w w » » i w _w W— w — w -- w 1 1-8„ (MJ) GATE VALVE & BOX STA„ 0+28.50: WATER LINE W16 6" � 3 - w - - w � PROPOSED I 5 s T�p 1-6 MJ GATE VALVE & BOX 1 6 x 4 (MJ) TEE W » WATER LINE W2 CALL BEFORE YOU DIG 1-4" (MJ} ISOLATION VALVE w/AMPRO co � � 6" 6. a LOCKING LID (LL562) ® > III SEE SHEET C2.4 I TEXAS ONE CALL SYSTEM 4° W -- -- �' 1-800-245-4545 III 1-4" MJ 90' BEND � u o - I { ) Q U) i[l I (AT LEAST 72 HOURS PRIOR TO DIGGING) I I -Jill 3" DOMESTIC METER #7 w/BACKFLOW _ N WARNING!!: THE CONTRACTOR IS TO LOCATE ANY AND ALL UTILITIES I(I ( PRIOR TO CONSTRUCTION AND IS SOLELY RESPONSIBLE FOR ALL DINAGES III i1I11 PREVENTOR I I 1 TO EXISTING LTILITIES DCE TO ANT CONSTRUCTION ACTIVITY. E.M. II � 114 E.M. 8 9 E.M. f)Ii I II E.M. 1O O I L.P. I 5 I II -III III "W5" — PLAN VIEW — SCALE: 1 "=30' --An BENCHMARK DATA: B.R.R. SPIKE IN POWERPOLE LOCATED IN THE SOUTHWEST CORNER OF THE INTERSECTION OF MARION 331 r II O u ^ X X OO w" - O if =-m O z8 w O F N w O = a 32Q V _ Z ^ Zw w 3 v t,� _ Z= Z _ iy — `�- - � �j w w - J J > > w w w _ = Z w -� Q� w _ Z-' — w _ Z ^- J_w Z ct` — w w Q � - W I V) w _ Z-^- J to w z Z J - -- PUGH DRIVE AND LUTHER ROAD. (ELEV. = 331.75'-NAD 83) T.B.M. j2: SQUARE CHISELED IN SOUTHWEST CORNER OF CURB INLET LOCATED ON THE WEST SIDE OF MARION PUGH DRIVE. CURB INLET LOCATED IS LOCATED JUST NORTH OF ITS INTERSECTION WITH HOLLEMP.N DRIVE. 328 V) W ~ w -> > w Z w -� `� W 1- w > > w w W w X Z_ w J Q_w F' w > w it �-w w cC 3 W 1- w w > w 325 3 ¢ ¢ .�- - 00- �cx .... w �� O x Q N Cn o + + �- < __ �� tO tO + + - t� ¢ .. d _.fl + + Q .-. - .. rn uj rn. + N Q (ELEV. = 324.18'-NAD 83) 325 -o-- O + 0 aa� EXISTING G @mi l` � OUND o TER + + � 0 _10-o' .. 1 ­ 1 � M �_� t0 PLAN NOTES: 1. REFER TO SHEETS C0.1 & C0.2 FOR CONSTRUCTION NOTES AND SPECIAL SPECIFICATIONS. .-. 7) + + N-� M v �c e w � x _ o x x If--, - as 00 co aa� (o <a� co Qa�(0� as Qa 322 0 M • .y- `~� (n 0 r .-- V'I N In V) (n 0 4 N U) 0 N V) V).. N 2. REFER TO DETAIL SHEET C3.5 FOR MISCELLANEOUS UTILITY DETAILS AND B/CS STANDARD DETAILS SHEETS FOR STREET, SIDEWALK, PAVING, DRAINAGE & UTILITY CONSTRUCTION. 3. THE EXISTING UTILITY LINES SHOWN ARE IN AN APPROXIMATE WAY ONLY! NO UTILITY MAPS WERE 322 •_ _t�`s_ �--- - - -"�•�"- _ ROPOSE -GROUND— - ...�_ �' - ,�..• �� 319- Li PROPOSED @-C/L-OF -GROUND AiER-LiNE '=sAtd. SERVICE - -- STA. 1+OR 30" STORM SEWER — _ F/L=316.30' • �'-+... _ '�'�'� ' STA. 4+07: 30"0 STORM _ SEWER - F/L=314.63' — �� ��.. -��' ""� --�-� AVAILABLE, BUT UTILITIES ARE SHOWN BASED FROM MEETING(S) WITH THE UTILITY COMPANIES AND ABOVE GROUND UTILITY FEATURES, AS SHOWN. 319 Ex sTINGaAU�NEa v ` --5 NOTE: WATER LINE DESIGN IS ON ROUGH SITE GRADING OCCURRING PRIOR TO WATER LINE CONSTRUCTION 316 ANIT-ARY -WERBASED >- - = 316 i 313 - 4" SANITARY - ' EWER-S RV10E� S RVICE • ' ' -- — iiiiiiiiiiiijill,li J � + 1 DEF PIPE ECT 3-JOIN ALONG BARREL (1.7'/JOINT) S OF - 00 0 313 _ - �• _ v 1 _ — • _ 20 _ 8" PVC (C-909, CL 200) WATER LINE "W5" — - _ - z _ ✓,{ 1 ? 31 0 ; sR 111 DEFLECT 1-JOINT Or - -PIPE ALONG BARREL (0.7'/JOINT) STA. "5+37: o - 8 SAN. u, - SEWER - F/L=308.75'Ar I i � - DEFLECT 1-JOINT OF PIPE ALONG BARREL (1.2-/JOINT) - - ---- - -- 6" PVC (C-909, CL 200) — WATER LINE "W5" _---- _ -_- L.F. OF STRUCTU AL BACKFIL Zn7 307598.47 J V O `t p O to 304 J 113 W) 11 Q _j Q _j Q Q 0� (nU — �U wU to 0+00 400 2+00 3+00 4+00 5+00 6+00 71 00 8+0 HORZ: 1 "=30' VERT•. 1 "=3' li r' • '`, Corr�7� 7607 EASTMARK DR., STE. 250)j <77840> POST OFFICE BOX 9253 COLLEGE STATION, TEXAS 77842 EMAIL: civil(ci,rmengineer.com OFFICE - (979) 764-0704 FAX - (979) 764-0704 TEXAS FIRM REGISTRATION No. F-4695 SURVEYOR KERR SURVEYING, LLC 505 CHURCH STREET COLLEGE STATION, TX 77841 OFF: (979) 268-3195 FAX: (979) 691-8904 RADING ADJUSTMENTS THROUGH SITE 5120111 +0.85') AND OTHER VARIOUS CHANGES ARK DATE DESCRIPTION SUBST�IV'�IALL� COMPLETE ISSUED FOR CONSTRUCTION 4120/11 CONSTRUCTION DRAWINGS ISSUED PRIOR TO THIS DATE ARE REPLACED BY THIS SET & SHOULD NOT BE USED FOR CONSTRUCTION. 40', NX\N\>> �E OF T�lq j1 V Q� M W = 0 o>x O_ w•• 0 w > m < 0 :2 0 0 (n W o f- I- Q z oLu a- ~ < z _J O o� tL Z to � 0 w p W0W Io 0 Q om Q ,- F- 0QW �V) z 0 O O i in O 00 O J W F_. CLIEt4T INFORMATION AMERICAN CAMPUS COMMUNITIES (OP), LP c/o CHUCK CARROLL 12700 HILL COUNTRY BLVD., STE. T-200 AUSTIN, TX 78738 CCARROLL®AMERICANCAMPUS.COM PH: (512) 732-1000 FX: (512) 732-2450 FILENAME: 0418W2B SCALE: AS NOTED SUBMITTED DATE: 2/23/11, 4/4/11, 4/20/11 DRAWN BY: R.A.M. CIIECKED BY: R.A.M. FIELD BOOK: 13 PAGES:46-75 RME CONSULTING ENGINEERS CLIENT NO. PROJECT NO. 178 — 0418 k- L--07-- SHEET 2 3 OF 32 w r 0 z w -35' CEMENT STABILIZED SAND BEDDING w/STRUCTURAL BACKFILL EXISTING 18"0 RCCP WATER LINE CENTER JOINT OF PIPE 0 SANITARY SEWER CROSSING 18" WATER LINE LOWERING: „ / P.P. �,,. // STA. 4+69 to STA. 5+39: STA. 4+66.47: SANITARY SEWER LINE S1 �, 30"0 ADS " �/ / STORM SEWER SANITARY SEWER LINE "S1" 4-18 (MJ) 45- BENDS 4 0 STANDARD MANHOLE #2 p / 70 L.F. OF ROAD BORE (DRY) 350 S.F. OF CONCRETE PATCH (SEE B/CS DETAIL ST4-02) ANG RT.=270' 00' 00" / / w/18" STEEL ENCASEMENT (3/8" -40 L.F. OF 18" DIP (CL 250) WALL THICKNESS & 8" DIP CL APPROXIMATE LOCATION / . ' 3 3 ) ( NOTES: of EXISTING 18" PUBLIC ':' � � 250) LOCKING JOINT CARRIER PIPE � 1. ALL NEW WATER LINE PIPE SHALL BE CONSTRUCTED WITH WATER LINE / /- / w/CASING SPACERS &END SEALS ANSI/AWWAC151/A21.5-PRESSURE CLASS 250 DUCTILE IRON PIPE. 2. A LICENSED RCCP WELDER/CONTRACTOR SHALL MAKE THE PHYSICAL CONNECTION T M 2 p/ /` s ,61 BETWEEN THE EXISTING RCCP LINE AND THE PROPOSED LOWERED DIP LINE; / l F�. / F D c 0 30 60 ELEV.=324.18'�/ ! �� 3. THE LOWERED SEGMENT OF PIPE SHALL BE TESTED/INSPECTED/ACCEPTED PER TCEQ & B/CS GUIDELINES ONCE INSTALLED. SCALE: ><" = 30' 4. ANY OUTAGES SHALL BE COORDINATED WITH THE CITY OF COLLEGE STATION AND ip AFFECTED WATER CUSTOMERS. m / 5. THE CONTRACTOR SHALL SUBMIT TO THE CITY OF COLLEGE STATION A TRAFFIC I. 1 \ Z_,Cw CONTROL PLAN FOR REVIEW & APPROVAL PRIOR TO OPEN -CUT OF MARION PUGH DRIVE. / p / \ P >�'` % `1 \ 11 40' P.U.EDETAIL #-1 ! / ` 7 (705/619) ` — — 4 = _ /� C.►. /� i �\ �// I `� STA. 3+06.21: SANITARY SEWER LINE "S1" STA. 0+00: SANITARY SEWER LINE "S1" 4'0 STANDARD MANHOLE #1K f / ,ern " " TIE INTO EXISTING MANHOLE ANG RT.=116' 35' 23" P_P. / �`� f // V,`� G STA. 5+62.13: SANITARY SEWER LINE S1 EXISTING 8" DIP PUBLIC REMOVE & REPLACE w/30 GAL. REMOVE & REPLACE w/30 GAL. SANITARY SEWER LINE LIVE OAK (>2" CALIPER) LIVE OAK (>2" CALIPER) 25' P.U.E (705/619) 'SS APPROXIMATE LOCATION OF EXISTING 8" PUBLIC WATER LINE S TOP i CALL BEFORE YOU DIG TEXAS ONE CALL SYSTEM 1-800-245-4545 (AT LEAST 72 HOURS PRIOR TO DIGGING) WNRNINGH: THE CONTRACTOR IS TO LOCATE ANY AND ALL UTILITIES PRIOR TO CONSTRUCTION AND IS SOLELY RESPONSIBLE FOR ALL DAMAGES TO EXISTING UTILITIES DUE TO ANY CONSTRUCTION ACTIVITY. w 0 z w w LOWERED 18"o DIP WATER LINE 1+00 8••W . F— — Q Z / 4'0 RECEIVING MANHOLE #3 O � // / / / \ ANG RT.=217' 23' 04" S4300 ADS RM "SEWER /� F.H. / V l� 8" PVC (SDR-26, D3034) "' ,/ / / / � / / / 1, " " d- � �. / � � PROPOSED \ �. ,� SANITARY SEWER LINE S1 ,� ° 5� / WATER LINE "W1" \ �� C.O. TELEPHONE 16 / / / VAULTS 1 2+00 A\ N 41'21 OS E , / V'w e. w -7 O-T -_ APPROXIMATE LOCATION OF J UNDERGROUND TELEPHONE / ELECTRICAL H OLLEM AN DRIVE WEST VAULT (60 RIGHT-OF-WAY) EPFf6NEMARKER i r - _ — — P.P. / ►1 G.V. APPROXIMATE LOCATION`^ OF EXISTING 8" PUBLIC WATER LINE y Cl/ INE "S1" — PLA SCALE: 1 "= SEE SHEET C2.2 �! PROPOSED PRIVATE FORCEMAIN, TRAFFIC / \ SEE SHEET C1.3C BENCHMARK DATA: SIGN ! � UT -•-- — ` T.B.M. i R.R. SPIKE IN POWERPOLE LOCATED IN THE / SOUTHWEST CORNER OF THE INTERSECTION OF MARION / P. '-. PUGH DRIVE AND LUTHER ROAD. �� (ELEV. = 331.75'-NAD 83) roHfI` ftw. / �/ _0"E_ TELEPHONE MARKER -� APPROXIMATE LOCATION OF 10" WELLBORN WATER LINE APPROXIMATE LOCATION OF EXISTING 8" PUBLIC WATER LINE VIEW — STA. 0 20' P.U.E._j (2948/89) T.B.M. �2_ SQUARE CHISELED IN SOUTHWEST CORNER OF CURB INLET LOCATED ON THE WEST SIDE OF MARION PUGH S 1w DRIVE. CURB INLET LOCATED IS LOCATED JUST NORTH OF ITS INTERSECTION WITH HOLLEMAN DRIVE. (ELEV. = 324.18'-NAD 83) PLAN NOTES: 1. REFER TO SHEETS COA & CO.2 FOR CONSTRUCTION NOTES AND SPECIAL SPECIFICATIONS. 2. REFER TO DETAIL SHEET C3.5 FOR MISCELLANEOUS UTILITY DETAILS AND B/CS STANDARD DETAILS SHEETS FOR STREET, SIDEWALK, PAVING, DRAINAGE & UTILITY CONSTRUCTION. \M g 3. THE EXISTING UTIUTY LINES SHOWN ARE IN AN APPROXIMATE WAY ONLY! NO UTIUTY MAPS WERE AVAILABLE, BUT UTILITIES ARE SHOWN BASED FROM F. H. MEETING(S) WITH THE UTILITY COMPANIES AND ABOVE GROUND UTILITY FEATURES, AS SHOWN. 329 329 326 _O O- � � W- 326 Q Q z J _ z -' a = a - 71 a I�r _ a O Wvy J -- �r 0 'r C� 323 1' 1 -0 cr W w V) Q O Q-t6 �-r f 2 �` ExISTt SANITA -GRQUNt j L Y.SE —cfl �' —�� J d W �_w N to ¢ 0 - I-- M- - 0 d' w CENTER JOINT OF PIPE @ WATER LINE CROSSING —�y-W W- j- r- 323 } ¢ + K= Q O Z EXISTING'ROUND _SEC/L LR L � (n Q (n MAR�D(n - W (n a � d- 0: •• X 320 PUGH-DR. — —STA.-5+29 — WATER 320 +0 - ... _ - -_ .. - - STA-A+JZ- 30"0 ADS TORM SEWER ( - 0 • _ _ F /L- 320.35' v - 317 - 317 314 - - •- , '' STA. 5+53 314 -PROPOSED _WATER LINE "W1" F/L=316.89' ° - 30+00 RELOCATE EXISTING 18� F/L ER LIN ' - _ �� �D — — - - _ 311 - 8" PVC (SDR-26, D3034) " SANITARY SEWER LINE S1 — STA. 4+69 to STA. 51-39: SANITARY SEWER LINE "S1" 70 L.F. OF ROAD BORE (DRY) w/18" STEEL ENCASEMENT (3/8" WALL THICKNESS) & 8" DIP (CL 250) LOCKING JOINT CARRIER PIPE w/CASING SPACERS & END SEALS _ 311 " 8 PVC (SDR-26, D3034) SANITARY SEWER LINE "S1" 308 - 20:00-L F. OF LIZED SAND 0 W.L. — --CENTEREC ZOQ 8" DIP (CL 250) SANITARY SEWER LINE "S1" J O UCTURAI= BACKFIL� 00 68:47 OF-NON-ST --- -- -- - - - rn 305 " - —C9 23.13--L:. TRUGTURAL- -OF ACKFILI_ CIS! - ^!- 305 N r 00 0 d - it 00 Ul h 0 00 Tt­ 0- CO A d -f< r �l �- -M r - xuj r- .- .- .-- r it O _I U- 11 _ 1 —!� t I •J u_ Il —11 ll O J U- —I _I J J —1 LL —I U- .J Li . J U- J li —I t,. J t\i J L\i J —J L-1 LL_ _! LL U- 0+00 1 +00 2+00 3+00 400 5+00 "S1 " — PROf HORZ: 1 "=30' VERT- 1 "=3' I i I i N 1 SCALE I 1" = 200' I I I I W 1 1 of ICI 1 la 1 z 0 Q I I i 1 1 I I I I 1 i I I 1 � 1 1 1 ' L� 1 1 I a ° ® 13 O o` p o © LL LO Y O 0 fy- w Q � o n t O c a to a ❑ o o DRIVE WEST HOELEMAN E� COloll aiPR, YYK' 1 / n ^ JUN Me 8 20 1 1 2011 ENGINEERING TRAFFIC CONTROL PLAN SCALE: 1 "=200' SYMBOL LEGEND SYMBOL SIGN DESCRIPTION NUMBER SIZE TYPE III BARRICADE ® o CHANNELIZING DEVICE (25' SPACING) SIGN 1Q ROAD WORK - AHEAD CW20-1 D 36"x36" 2O MERGE LEFT ARROW ECW1-6A 36"x36" END ROAD WORK G20-2A 48"x24" NOTES: ROADWAY CONSTRUCTION FOR APPROXIMATELY ONE (1) WEEK BETWEEN 07:00 AM - 06:00 PM. TRENCHES TO BE COVERED w/TRAFFIC BEARING STEEL PLATES BETWEEN 06:00 PM - 07:00 AM. t:. '�-ti. Coe2s�sftre� I \ 7607 EASTMARK DR., STE. 250F <77840> POST OFFICE BOX 9253 COLLEGE STATION, TEXAS 77842 EMAIL: civil@rmengineer.com OFFICE - (979) 764-0704 FAX - (979) 764-0704 TEXAS FIRM REGISTRATION No. F-4695 SURVEYOR KERR SURVEYING, LLC 505 CHURCH STREET COLLEGE STATION, TX 77841 OFF: (979) 268-3195 FAX: (979) 691-8904 RADING ADJUSTMENTS THROUGH SITE 1 6/20/11 f0.85) AND OTHER VARIOUS CHANGES MARK DATE DESCRIPTION SUBSTANTIALLY COMPLETE ISSUED FOR CONSTRUCTION 4120111 CONSTRUCTION DRAWINGS ISSUED PRIOR TO THIS DATE ARE REPLACED BY THIS SET & SHOULD NOT BE USED FOR CONSTRUCTION. OF TFkA I11 r 0 8583 -� 00 Nr o, t� sue• w � � 6 Z w > ~ 0 W �o z m U) Q M�o (0 jr W Z DLd Q °' hW- I�- o O j LL t1) 0 W p W t o f V z Q OQW 0 cn 3 o Z �O p U m - 0 00O (n Ld f— CLIENT INFORMATION AMERICAN CAMPUS COMMUNITIES (OP), LP c/o CHUCK CARROLL 12700 HILL COUNTRY BLVD., STE. T-200 AUSTIN, TX 78738 CCARROLL®AMERICANCAMPUS.COM PH: (512) 732-1000 FX: (512) 732-2450 FILENAME: 0418SlB SCALE: AS NOTED SUBMITTED DATE: 2/23/11, 4/4/11, 4/20/11 DRAWN BY: R.A.M. CHECKED BY: R.A.M. FIELD BOOK: 13 PAGES:46-75 RME CONSULTING ENGINEERS CLIENT NO. PROJECT NO. 178 — 0418 Asaftk wpm" SHEET 24 OF 32 • I r— `CP OF r-E-NGE TO BG LEVEL `{r PROPOSED s; PRIVATE SANITARY SEWER - SEE / \ SHEET C1.3C s� s� \ 1p\ I' 00 EMERGENCY CONTACT SIGN (SEE LIFT STATION PLAN NOTE #1) \ M.H. PROPOSED PRIVATE SANITARY SEWER - SEE / SHEET C1.3C /:;,� 2-6' WIDE PANEL GATES w/LOCKS / / / / / S/ / N, PROPOSED \ \\ \ PUBLIC WATER LINE \ - SEE SHEET C2.4 �T l kp \ \ V; ��• \ 0 10 20 \ SCALE: 1" = 10' � >s �+ LA \ •sp, \ UNDERGROUND FIBER OPTIC '/ F. H. 'MOBILE TRASH BIN \ f REF. SHEET C1.1 C ,y \ \ 4" THICK CONCRETE PAD CONTRC w/COVE i t'� Y� _1'/✓ it ss GROUND COVER Y� �i ✓ ' '� , (INSIDE FENCED AREA) SHALL CONSIST OF 6"��;� OF ROCK w/FILTER Y�-/tom Y� / / ' / FABRIC PROPOSED \ PRIVATE 4" PVC FORCEMAIN - SEE SHEET C1.3C / / / S � / ELECTRICAL SERVICE TO LIFT STATION CONTROLS \ PAD MOUNTED TRANSFORMER w/METER PANEL P.P. -UE-_ - - r 8' HIGH SOLID WOOD PERIMETER FENCE i / EMERGENCY CONTACT /4 SIGN (SEE LIFT STATION / S/ / / s / PLAN NOTE #1) ELECTRICAL SERVICE -TO TRASH CTOR le P.P. TRASH COMPACTOR .10 /\ - REF. SHEET C1.1 C ' o- 55/ O0 bcb a0w vV LIFT STATION PLAN SCALE: 1 "=10' LIFT STATION NOTES: 1. PROVIDE SIGN WITH MAINTENANCE COMPANY NAME AND 24-HR EMERGENCY CONTACT INFORMATION. BENCHMARK DATA: T.B.M. !-: R.R. SPIKE IN POWERPOLE LOCATED IN THE SOUTHWEST CORNER OF THE INTERSECTION OF MARION PUGH DRIVE AND LUTHER ROAD. (ELEV. = 331.75'-NAD 83) T.B.M. SQUARE CHISELED IN SOUTHWEST CORNER OF CURB INLET LOCATED ON THE WEST SIDE OF MARION PUGH DRIVE. CURB INLET LOCATED IS LOCATED JUST NORTH OF ITS INTERSECTION WITH HOLLEMAN DRIVE. (ELEV. = 324.18'-NAD 83) NOTES - FENCE TO BE PCE STE''c\ R=� GEAR — 2-1/2' DIA. 10 GAU&C 6.ALV. HA1;0AAwZ TO BE FOOT PI=c1ED 6.ALV. P05- W -H, GAF' P.^..S'" S--k-L FENG' TO BE 5-A N- J BC rul_=^I ;N TH EJ ; TOu Of (f.CLOR SY OAN=- [) Q 2" X 6" GAP POST TO FACE Ci A:%ACENT PPO -FcT" ul I" X 6` BCARD — 2" X 4" RAIL5 (4) n 8' FEN :E LOGATIOh3 w I!l1111F � I r FIV'SH 6¢AGf* e" SOLID WOOD SECURITY FENCE N.T.S. 3" TO 5"0 STONE (ASTM D448) GEOTEXTILE FABRIC EXISTING SUBGRADE c Z v CROSS—SECTION LIFT STATION GROUND -COVER N.T.S. f ! 7607 EASTMARK DR., STE. 250F <77840> POST OFFICE BOX 9253 COLLEGE STATION, TEXAS 77842 EMAIL: civil ag mengineencom OFFICE - (979) 764-0704 FAX - (979) 764-0704 TEXAS FIRM REGISTRATION No. F-4695 SURVEYOR KERR SURVEYING, LLC 505 CHURCH STREET COLLEGE STATION, TX 77841 OFF: (979) 268-3195 FAX: (979) 691-8904 GRADING ADJUSTMENTS THROUGH SITE 1 6/20/11 (+0.85') AND OTHER VARIOUS CHANGES MARK DATE DESCRIPTION SUBSTANTIALLY COPLE�'E ISSUED FOR CONSTRUCTIONan 4120111 CONSTRUCTION DRAWINGS ISSUED PRIOR TO THIS DATE ARE REPLACED BY THIS SET & SHOULD NOT BE USED FOR CONSTRUCTION. r f� M z Lv >x U) Q IL z 0 IX F- x Z Q o > _J .. Z 2 z sD OQ 0 ��/ m Z LL,z a" `n o aQ 0 ~ Q m Q W V) Z <2 !— w 0 W (.)0 jr (� I I- 0 Q Lv z W U- _ J Ld J z V_ 00 0 0 m 0 - �'"' 00 Ld O .J CLIEN I INI-ORMAI ION AMERICAN CAMPUS COMMUNITIES (OP), LP c/o CHUCK CARROLL 12700 HILL COUNTRY BLVD., STE. T-200 AUSTIN, TX 78738 CCARROLL®AMERICANCAMPUS.COM PH: (512) 732-100D FX: (512) 732-2450 FILENAME: 0418LS1 B 1 SCALE: AS SHOWN SUBMITTED DATE: 2/23/11, 4/4/11, 4/20/11 DRAWN BY: R.A.M. CHECKED BY: R.A.M. FIELD BOOK: 13 PAGES:46-75 RME CONSULTING ENGINEERS CLIENT NO. PROJECT NO. 178 - 0418 SHEET 25 OF 32 TRIPLE ALUMINUM DOOR ASSEMBLY, w%LOCK STAPLE, CONSTRUCTED FROM 1 /4" ALUMINUM PLATE, AND RATED ,,... --- --- FOR 300 PSF, AS MANUFACTURED BY BACHERSEN INDUSTRIES, HOUSTON, TX OR EQUIVALENT DROP � HANDLE STAPLE VENT a t 11 11 FIBERGLASS WET WELL TOP OR 12" CONCRETE TOP w/2—MATTS OF #4 BARS ® 9" O.C.E.W. LIFT STATION LID DETAILS N.T.S. CA OF PUMPS FIBERGLASS WET WELL 3"0 GALVANIZED PIPE —� 3'-6" WIDE ROOF w/1 /4" PER 12" PITCH (SLOPED ALARM LIGHT TOWARD BACK) & 6" EAVE ON REAR WHITE LIGHT (POWER INDICATOR) GALVANIZED METAL PIPE c SUPPORTS & ROOF (NO--------_ WOOD PERMITTED) • MANUAL TRANSFER SWITCH w/QUICK CONNECT PLUG CONCRETE SLAB w/#3 BARS-18"� O.C.E.W. °I WIRING GUTTER 1 I II II °) PUMP PANEL NEMA 4X PUP PANEL NEMA 4X FUTURE PUMP II II I°) II II II CONTROL PANEL NEMA 4X TT II ° TO TRANSFORMER a: 6 a z ~ d v e �- N 'd a 112b 0 7 li\ ./ CLASS B CONCRETE LIFT STATION GENERAL NOTES: 1. THE LOCATION OF THE GRAVITY SEWER LINES, SHOWN IN THE ELEVATION VIEW, HAVE BEEN ROTATED FOR CLARITY. SEE LIFT STATION SITE PLAN FOR EXACT LOCATION. 2. ALL DISCHARGE PIPING IN THE WET WELL AND VALVE BOX SHALL BE DUCTILE IRON WITH STANDARD ASPHALTIC COATING AND LINING, AND STAINLESS STEEL BOLTS. 3. ALL PIPE AND CONDUIT PENETRATIONS IN THE WET WELL SHALL BE WATER & GAS TIGHT. 4. ALL HARDWARE UNLESS OTHERWISE NOTED SHALL BE STAINLESS STEEL (SERIES 300). 5. ALL SANITARY SEWER OR FORCEMAIN PIPING, ENTERING OR LEAVING THE WETWELL, SHALL HAVE A CONNECTOR BOOT AT THE WETWELL WALL. 6. ANTI —SEIZE COMPOUND MUST BE USED ON ALL STAINLESS STEEL BOLTS AND NUTS. 7. IF THE WET WELL HOLE IS DRILLED IN LIEU OF EXCAVATED THE CONTRACTOR MAY REPLACE STEEL REINFORCED CONCRETE WITH NON —REINFORCED 7,000 PSI CONCRETE OF SAME THICKNESS AND GEOMETRY. 8. THE CONTRACTOR SHALL PROVIDE PHYSICAL DISCONNECTS AT EACH PUMP PANEL SO THAT THE LIFT STATION CAN REMAIN IN OPERATION DURING THE MAINTENANCE OF AN INDIVIDUAL PANEL. 9. ELECTRICAL EQUIPMENT AND CONNECTIONS IN THE WET WELL MUST MEET NATIONAL FIRE PREVENTION ASSOCIATION 70 NATIONAL ELECTRIC CODE EXPLOSION PREVENTION REQUIREMENTS. 10. THE WET WELL MANUFACTURE SHALL SUBMIT A DESIGN REPORT ILLUSTRATING THAT THE WET WELL IS SUFFICIENTLY DESIGNED TO STRUCTURALLY HANDLE LATERAL EARTH PRESSURES. 11. ECCENTRIC PLUG VALVES SHALL BE, AWWA C500 & C507 COMPLIANT WITH STAINLESS STEEL BUSHINGS. d k MOUNT LIGHTING ARRESTER (MOUNTING HEIGHT PER MANUFACTURES' RECOMMENDATIONS) Ni#3 BARS 0 2" O.C.E.W, ALUMINUM ACCESS d - RUNS MOUNTED TO " n SIDE WALL w/GALVANIZED BOLTS & ° 0 16" SPACING a e a 4 6" 6'-0„ 6" g ° d a 4" D.I.P. aF 4" D.I.P. _ as 10 �, a 1 2 5 _ 1: —.� 6» 4" D.I.P. 4 4" D.I.P. a ire (D 1'- Q �•, / 4" D.I.P. 4" D.I.P. • 9 av ° d.. ° < (D 8" INFLUENT f NCRETE VALVE w/STEM ADULT BOX EXTENSION FIBERGLASS / WET WELL Q, 16'-0" SQUARE 6" EAVE Q h� — 1/4" STEEL SECTION A — A PLATE —PAINTED & t� �" PRIMED (BOTH N.T.S.-milk "Ir SIDES) OR HEAVY 8"0 ALUMINUM VET ALUMINUM UNISTRUT w/STAINLESS STEEL GAS TIGHT 4 — STAINLESS STEEL SCREEN COVER SEALS MOUNTING HOOKS FOR NEMA 4X PUMP CHAINS AND ALUMINUM DOOR 2—#4 BARS JUNCTION BOX L FLOAT BALLS ASSEMBLY CONCRETE VAULT BOX � „A Y j TOP OF WET WELL 6" ELEV=321.85' - f STAINLESS --GUIDE RAILS TO EXTEND TO WET WELL LID x J,4" 2 11 12 1 4" D.I.P. I 11 DOUBLE ALUMINUM DOOR ASSEMBLY, w/LOCK STAPLE, ASSIST SPRINGS ON EACH DOOR, CONSTRUCTED FROM 1 /4" ALUMINUM PLATE, AND RATED FOR 300 PSF, AS MANUFACTURED BY BACHERSEN INDUSTRIES, HOUSTON, TX OR EQUIVALENT FINISHED GRADE STEEL CABLE z 7 01 #4 BARS 12" O.C.E.W. 4" D.I.P. jv 2"�24" LAPALUMINUM(TYP.) 25 vCONDUIT = A 6 � - N �w A Ld SLOPE TO DRAIN 316 STAINLESS W / / STEEL GUIDE RAILS (10 INTERVALS) 3 8" STAINLESS STEEL 2 PVC DRAIN w/PEE / TRAP PUMP LIFT CHAIN 2 CHECK VALVE, SERIES TF-2 TIDFLEX, AS MANUFACTURED BY RED VALVE OF 11 LAG PUMP ON (ALARM ON)/i�✓ CARNEGIE, PA. OR C = EQUIVALENT FIBEF GLASS 14 4 WE WELL INFLUENT PIPE 8" D.I.P. (AWWA C150/C151) F/L= 307.49' LEAD PUMP ON ^`R 13 �I �� SAND OR CRUSHED STONE BACKFILL COMPACTED IN 12" LOOSE LIFTS TO 95% STANDARD 3 7 PROCTOR DENSITY (AD-698) N 'FOR •1NVERT UND DRO INLET PIPE UNDISTURBED SOIL ALL PUMPS OFF ` G' OUT BOTTOM L N ``.+ ` - `x' � 1d% MIN '��;:;, r '�- •,. BOTTOM OF WET WELL �%. #4 BARS C� ` 12" O.C.E.W. El EV=301.00' •. - 24" V/�f� 12'-0"� ///��//�f'/�//���%/%�%✓ 24„ 16'-0" SQUARE SOLID ANBOTTOM OPEN BOTTOM EWET LL LWELL MAY DBE ELEVATION STABILIZED SSAND A& PROVIDES 4 ETDHICK CEMENT INSTALLED PER MANUFACTURER'S N.T.S. LEVELING COURSE OF CRUSHED STONE OR PEA RECOMMENDATIONS GRAVEL T ko a do fi 4" (MJ) GATE VALVE & BOX CONCRETE VAULT BOX ° ° STAPLE --0 a DROP HANDLE [d4 f 6" 6'-0" 6" I-0 " 7 VALVE BOX LID DETAILS N.T.S. N FITTING & EQUIPMENT LEGEND 1. 4" FLYGT BALL CHECK VALVE (TYPE 5087) CONFORM TO AWWA C508 2. 4" GATE VALVE 3. 4" 90' BEND (FOR PUMP CONN.) 4. 8" x 8" TEE 5. 4" 45' BEND 6. 4" x 4" FLANGED WYE 7. 4" x 4"(LONG) SPOOL 8. NOT USED 9. 4" TAPPED FLANGE w/4" MALE CAM —LOCK FITTING & CAP 10. 4" 90' BEND 11. 4" 45- (MJ) BEND 12. 4"x4"(MJ)WYE 13. TYPICAL FLOAT BALL 14. FLYGT PUMP MODEL MT—CP3102.181 IMPELLER (13 mm DIA.) (206 GPM ® 41' TDH) �y Ctf r 7607 EASTMARK DR., STE. 250F <77840> POST OFFICE BOX 9253 vOLLEGE STATION, TEXAS 77842 EMAIL: civil a, mengineencom OFFICE - (979) 764-0704 FAX - (979) 764-0704 TEXAS FIRM REGISTRATION No. F4695 SURVEYOR KERR SURVEYING, LLC 505 CHURCH STREET COLLEGE STATION, TX 77841 OFF: (979) 268-3195 FAX: (979) 691-8904 GRADING ADJUSTMENTS THROUGH SITE 1 6/20/11 (+0.85') AND OTHER VARIOUS CHANGES :4ARK DATE DESCRIPTION BSTA Ti IALLY COMPLETE ISSUED FOR CONSTRUCTION 4/20111 CONSTRUCTION DRAWINGS ISSUED PRIOR TO THIS DATE ARE REPLACED BY THIS SET & SHOULD NOT BE USED FOR CONSTRUCTION. iE OF it AP . . ,tl </CN SE ttt S_ C_'^J V �- w �.1.� V) Z Wo X dX Q a ~ Q Z 7z W r_�� 0 m z V V)U I,z�~ >_Q z m �d ¢ 0 ~ 3¢ Co o (n z cn Q I- W0 LIv 1 o w< 0 Q W o� JLd LL_ o 0 mO _.! 0 0 U 0 o J W I i— CLIENT INFORMATION AMERICAN CAMPUS COMMUNITIES (OP), LP c/o CHUCK CARROLL 12700 HILL COUNTRY BUvD., STE. T-200 AUSTIN, TX 78738 CCARROLL©AMERICANCAMPUS.COM PH: (512) 732-10DO FX: (512) 732-2450 FILENAME: 0418LSlB I SCALES SHOWN SUBMITTED DATE: 2/23/11, 4/4/11, 4/20/11 DRAWN BY: R.A.M. CHECKED BY: R.A.M. FIELD BOOK: 13 PAGES:46-75 RME CONSULTING ENGINEERS CLIENT NO. PROJECT NO. 178 — 0418 SHEET 26 OF 32 t NOTES-. FENCE TO BE NESTEEV R-rD CEDAR HARVAAr[_ TO IIE NOT DIFFED (5ALV. FENCE T.0, BE 57'Al`J=D A (CCLOR BY 0^''N_!Z) < P°OyT TO FACE ADJA :ENT F'RO FZT'! to V tR —OF Or FENCE TO BE LPL Gg 2--1/2" DIA. ID 6All6E r5,ALV. PCS— Y4 T 4 GA? POST 5'=A:-L 51: FLlJSa VS'TH 807TOY OF 2"X6"CAP —I" X 6° BCARO —:2" X 4" RAILS 64) a b' r-r_NCE LOCLtTIONIS V lA!�ICER CLANP'5 r FI �'SHr¢ADB - -I�I — IIII (REFERENCE ONLY - REFER TO LANDSCAPE ARCHITECT DRAWINGS) SOLID WOOD SECURITY FENCE N.T.S. -8" RED STRIPE PAINTED ON DRIVE SURFACE WITH a WHITE LETTERS STATING "NO PARKING ARE LANE TOW -AWAY -ZONE" 3NYl 3813 ONINSYd ON 3NOZ-AYMY-MOl 3NYl 3813 ONDRIYd ON 0/1 tAw FIRE LANE MARKING I 12" 1 3/8" z z_ 2" B SERIES 1 1 /8" 2" DESIGNATED2" C SERIES 18" 1 1 /2" 2" C SERIES PARKING 1 1 /2" 2" C SERIES ONLY 2 1/2" SIGN A SIGN MUST BE MOUNTED IN A CONSPICUOUS LOCATION AT EACH ENTRANCE TO THE PROPERTY FIRE LANE DETAILS N.T.S. H AN C �1J"R (TYP) 18" C9 _Z 0 z - CONCRETE SIDEWALK - O v WIDTH=AISLE 6' FLARE LO (5'-0" MIN) 6' FLARE 10- I �\ / JQ! i \ L 6" RAISED TAPER CURB TYPE 2 -RAMP CURB THROUGH RAMP (BOTH SIDES) TAPER CURB 6" RAISED ZTHROUGH RAMP CURB (BOTH SIDES) r — — — — — — — — --------� 6'-0" RAMP 6'-0" RAMP (12:1) ( I (12:1) 1 I I I i �'--------�� L - - - - - - - - - L-TYPICAL HANDICAPPED PARKING SIGN 4" STRIPPING 0 16" O.C. (PAINTED BLUE) RESERVED SIGN NOTES: 3C 1. SIGN SHALL BE TYPE R7-8 AS IDENTIFIED 11" IN THE TEXAS MANUAL ON UNIFORM TRAFFIC 3C CONTROL DEVICES. 2. SIGN COLORS SHALL BE AS FOLLOWS: 1" TEXT - GREEN LEGEND & BORDER - GREEN BACKGROUND - WHITE SYMBOL - WHITE ON BLUE BACKGROUND 6" SQ PENALTY SIGN NOTES: 3. SIGN SHALL BE TYPE R7-8A AS IDENTIFIED IN THE TEXAS MANUAL ON UNIFORM TRAFFIC 1 CONTROL DEVICES. 12" 4. SIGN COLORS SHALL BE AS FOLLOWS: TEXT - GREEN 6" LEGEND & BORDER - GREEN BACKGROUND - WHITE s" $ 50 - 200 FINE WITHOUT VEHICLE PERMIT ■ 8'-0" 24" TAPER CURB THROUGH RAMP 00% 0x oQ o� JYMt5UL (PAINTED BLUE) 5'-0" or 8'-0" EDESTRIAN AISLE 8'-0" N.T.S. 1-1-1J"R (TYP) s r j • 11, 1 CONCRETE w/DOMED FINISH I I 3" O.D. STEEL PIPE (0 I f (SCH-40) PRIMED M & PAINTED (COLOR FINISHED AS SPECIFIED BY PAVEMENT ( ( THE OWNER) d A . I , f' . d • '. (y 'e e pri d J CONCRETE (CLASS B) 12" o FIXED PIPE BOLLARD N.T.S. Z 0 Z �•. az J � CONCRETE SIDEWALK - in 6" RAISED CURB ____ T? J o 0 o 0 0 0 0 o 0 0 0 o o 0 0 0 0 0 0 0 o a o 0 0 J O O 0- 0 0 0 (N o 0 0 O 0 0 0 O O 0 0 0 \ STENCIL LETTERING ------- o.a a a a a a c a e a a o ------- "RESERVED PARKING" ALONG HANDICAPPED PARKING SPACES. 6' " FLARE 5'-0" RAMP - 6'-0" RARE LETTERS TO BE BLUE w/WHITE BACKGROUND TAPER CURB TYPE 3 1 �nn 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 5" SQ HELIX BIKE RACK (6 BAY) AS M AN UFACTUR BICYC 6—BAY BICYCLE RACK N.T.S. TAPER CURB THROUGH RAMP (BOTH SIDES) DETECTABLE WARNING PAVERS, SEE B/CS STANDARD SW2-03 (v I I o `. I 0 o o o a o c o 0 0 o 00 o.o coe coo o a c oo oo o o c o o c o a o ado 0 0 o a c e o 0 0 0 0 THROUGH RAMP H [C RAMP NOTES (ALL TYPES) (BOTH SIDES) TYPE 4 IICK CONCRETE PAD BARS ® 12" O.C.E.W. & kND CUSHION ----- 6'-0" RAMP I ww (12:1) I z U ( o I � 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. CONCRETE 4. RAMPS SHALL BE ACCENTED WITH COLOR AS SPECIFIED SIDEWALK BY THE OWNER. TAPER CURB 6" RAISED THROUGH RAMP CURB (BOTH SIDES) z cfl �^ I DETECTABLE WARNING r - - - - - - - - - --------� cv { PAVERS, SEE B/CS I { I i tw- 6" I I STANDARD SW2-03 ( fi'-0" RAMP I I 6'-0" RAMP ( v lm-'o*o*o*( (D a o a o e 6" RAISED I (12:1) I 5'-0" LANDING I (12:1) ( �z CURB - U co a oo o o o a o o o0 0 0 0 0 0 0 0 0 0 0 o ti o o o o o a o o o o - • o 0 0 0 0 o J o 0 0 0 0 0 o a o J o 0 0 0 0 0 0 0 o00000 00 0 0 0 0 0 0 - //0 0 0 0 O 0- 0 *o O O o o \1J 0 0 0 0 O O O O O O O O O O O a O o 0 o a o o a a — — — — — — — — .1 \\ L RAMP TAPER CURB C° DETECTABLE WARNING (3'-0" MIN) PAVERS, SEE B/CS THROUGH RAMP STANDARD SW2-03 TYPE 1 (BOTH SIDES) TYPE 2 ON —SITE AMBULATORY RAMPS N.T.S. HANDICAP PARKING SYMBOL N.T.S. RESERVED PARKING SIGN SIGN NO. R7-8 w/VAN SIGNAGE WHERE APPLICABLE PENALTY PARKING SIGN (AS SPECIFIED) 2j" O GALVANIZED PIPE ® 2 LBS./FT. FINISH GRADE CLASS "B" CONCRETE FOOTING H/C PARKING SIGN NOTES: 1. ALL SIGN HARDWARE SHALL BE GALVANIZED. 2. MOUNTING HEIGHT SHALL BE A MINIMUM OF 60" ABOVE THE GROUND, FLOOR, OR PAVING SURFACE AS MEASURED TO THE LOWEST CHARACTER OF THE LOWEST SIGN. 120 HANDICAP SIGN MOUNTING N.T.S. >00 g 7607 EASTMARK DR., STE. 250F <77840> 30ST OFFICE BOX 9253 �OLLEGE STATION, TEXAS 77842 EMAIL: civil(armengineer.com OFFICE - (979) 764-0704 FAX - (979) 764-0704 TEXAS FIRM REGISTRATION No. F-4695 SURVEYOR KERR SURVEYING, LLC 505 CHURCH STREET COLLEGE STATION, TX 77841 OFF; (979) 268-3195 FAX: (979) 691-8904 RADING ADJUSTMENTS THROUGH SITE } 6/20 /11 +0.85') AND OTHER VARIOUS CHANGES ARK DATE DESCRIPTION SUBSTANTIALLY COMPLETE ISSUED FOR CONS I RUCTION 4/24/�i'I CONSTRUCTION DRAWINGS ISSUED PRIOR TO THIS DATE ARE REPLACED BY THIS SET & SHOULD NOT BE USED FOR CONSTRUCTION. a � -OF TE-"' t l - r 1 0 V) W = z _ a <C 0 H o w Q I-- W Q of '� 0 mz =0 �o V U w z�Qa Y U I-- _5 Q E z < m < o W 0W 10 tt. m w W o I 0Q _J Y _ J U0 z 0 o w J J m_j I— � C)U � � (n J— 00 0 W f'- CLIENT INFORMATION AMERICAN CAMPUS COMMUNITIES (OP), LP c/o CHUCK CARROLL 12700 HILL COUNTRY BLVD., STE. T-200 AUSTIN, TX 78738 CCARROLL®AMERICANCAMPUS.COM PH: (512) 732-1000 FX: (512) 732-2450 FILENAME: 0418CV1 B SCALE:AS NOTED SUBMITTED DATE: 2/23/11, 4/4/11, 4/20/11 DRAWN BY: R.A.M. CHECKED BY: R.A.M. FIELD BOOK: 13 PAGES:46-75 RME CONSULTING ENGINEERS CLIENT NO. PROJECT NO. 178 — 0418 SHEET 27 OF 32 HANDRAIL (BOTH SIDES), REF. ARCH PLANS 7" (MAX) 1X" Y2" MAX RADIUS (TYP) 2' LANDING D, 4-1/4- DEEP TOOLED 12" GROOVES, SPACED 1/2- APART f/& FULL TREAD WIDTH \CLASS "A" CONCRETE (WOOD FLOAT FINISH) 6 6' X6' WIRE MESH ❑MPACTED FILL #4 DOWEL @ 24" O.C. — GREASED w/PLASTIC CAP N.T.S. SIMIPSCN STRONG TIE ANCHCRE3 TO FOND I CAST S70NE COPNG CF.. 2-94 F r;C 674D FE,AM r,41, E F.T. BARS g 22' O.G. CONTI',.i•DUS THRL' CR.ACE SFA?d ; (.GRCUT 61 OCK CAVITY r- RF6 AR) 94 BARS CON7. FORIZ, RFIV=ORCEMENT[ 16'O.C, HANDRAIL, BOTH SIDES (SEE DETAIL THIS SHEET) CONCRETE STEPS w/HANDRAILS (SEE DETAIL THIS SHEET) P' X 8' X 15' "SF:.IT+ACE' + MASONRY BLOCK'A'ALL 6' C1JPF TC Vj%7CH ADJAC=hF- SIDEWALK ELE16%'IONI PARKING LOT SIX -FACE , �. • � ' :� an a 1 I I_ RE:ER STRUCTURAL F0 FodNOATION 017TA{L,$ 4' SkND CUSHION 1,11N. —� (REFERENCE ONLY - REFER TO ARCHITECT DRAWINGS) MASONARY_ WALL @ TRASH ENCLOSURE N.T.S. 2" YCTAL VR'VC CAP VY 2" x 2" YCTAL POST LIDCRTY OR\A` :-STAI PR07XTS, (0, O.G. YAX) t-OTi_L NO. 2-?^0-20; 7---'. (600) 636 -470 6' x V2" METAL. T� RAIL r 1 1/2' M^TAL RAIL. EV'TRY COL'.MV, RCr. DE:T.AIL 6, —�' I" b p _. 1. in w 1" META. PICKET I: I 1/2" PETAL PICKET I - E30T70Y RA'L - COtiCR_"r r'007114S N-=. S-7nC.TURAL) (REFERENCE ONLY - REFER TO LANDSCAPE ARCHITECT DRAWINGS) WROUGHT IRON SECURITY FENCE N.T.S. HANDRAIL, BOTH SIDES (SEE DETAIL THIS SHEET) PARKING CUR3 EDGE T CONIC. SLAB M MEDIUM BROOM FINISH COMMUNITY CENTER N.T.S. 4 g'.r1•' LIN= OE TRELLIS APOVE PARKING CURB EDGE V HIGH CONC. CURB b I I VX8716—SPLITTACE' I q MQ61LE i MASONRY BLOCK WALL TRASH I REF. DTL. TA25 a,'A48 , �, CONTAINER ' i A" STEEL SLEEVES IN I I I I CONCRETE TO SECURE GATES 3' X 3' STEEL POST i I WELD CAP AND GRIND SMOOTH - REF. DTL 6IA25 ' 'I (2) T-2112' X V-21t? 2" X 6" EU6f?EI _ ' MTL. GATES -- --- ---- 8" DEEP STEEL 61" 0 SLEEVES IN 5'X12" CONCRETE FOOTING TO Ir 1- 3'-13" T-'C' L e" SECURE GATES (i YP.) (REFERENCE ONLY - REFER TO ARCHITECT DRAWINGS) MOBILE TRASH BIN ENCLOSURE - PLAN VIEW N.T.S. rrr r I � I I , fi I r I er- IJI.I R 0 I 1 R{A.atiF!t5P3 � �t� � Se. 3:.,•. I a -IF i W4, Stt=1!'4L►� 6' I�rij CC,1CQFTF v _ kq --TCcNr S1F15.IM, R?, S T L. 33.25 R ^NERE =TOSF�qF r�AT; S 8'x 3' s7m PDLT -i ri-[''i KV-21-7 L CATt: P ;tXE- STEEL It 1* 0 (REFERENCE ONLY - REFER TO ARCHITECT DRAWINGS) TRASH COMPACTOR - PLAN VIEW N.T.S. CAST STONE cQPlyG--\, rx 6' STL.. TU%E SU11PER INSIDE GATE SPLIT FACE CFdJ 1"iA�L—� PARKING SURFACE 4' SAND CUSHION FOJ`\DATIQV PER CAST STONE COPI GATE SDLII CRdU Y.". C1 4' SA I4+IV. iH/C RAIL & DECK NOTES: 1. CONTRACTOR SHALL SUBMIT SHOP -DRAWINGS TO THE ARCHITECT FOR REVIEW & APPROVAL OF THE HANDRAILS, DECK & RAMP. 2. COLORS SHALL BE AS SPECIFIED BY THE ARCHITECT. WALL MOUNTED HANDRAIL w/ROUNDED END & 1Y2" 12" CLEARANCE BETWEEN WALL &HANDRAIL HANDRAILS SHALL BE to 00 CONTINUOUS UNTIL TERMINATION, o AT WHICH THEY SHALL EXTEND ~ 12" BEYOND RAMP SEGMENT 12 (MAX) X 12 N v (MAX) 1 � 5L1Z 0 R CURB OR BASE PLATE (2" HIGH MINIMUM) (REFERENCE ONLY - REFER TO LANDSCAPE ARCHITECT DRAWINGS) HfC HANDRAIL ENTRY COLUMN N.T.S. N.T.S. 121-6' (VERI^' IN FIZLV) 51,FFORT P057 (TO S= LOCAT­=:=> (REFERENCE ONLY - REFER TO LANDSCAPE ARCHITECT DRAWINGS) ENTRY GATE N.T.S. ti LZ -:� eT• ,T- T R'1 I" YZTAL PICKETS 1/2" MSTAL Fr_<ZTS ALV. STEEL CAINE.-OL 7 (REFERENCE ONLY - REFER TO ARCHITECT DRAWINGS) TRASH COMPACTOR - ELEVATION VIEWS N.T.S. CAST STONS COPING 2' X E' STL, TUBE 6UMPER INSIDE GATE GATES SPLIT FACE VAU WALL PARKING 11 W.' SIDEV,AL K BEYOND PARKING SURFACE 4" SAND CUSHION FOUNDATION PER STRJCTLRAL � i �y ■■■■■■■■■■■■■ � I (REFERENCE ONLY - REFER TO ARCHITECT DRAWINGS) MOBILE TRASH BIN ENCLOSURE - ELEVATION VIEWS N.T.S. (1 r. ` 7 t 7607 EASTMARK DR., STE. 25OF <77840> POST OFFICE BOX 9253 COLLEGE STATION, TEXAS 77842 EMAIL: civil Grmengineer.com OFFICE - (979) 764-0704 FAX - (979) 764-0704 TEXAS FIRM REGISTRATION No. F-4695 SURVEYOR KERR SURVEYING, LLC 505 CHURCH STREET COLLEGE STATION, TX 77841 OFF: (979) 268-3195 FAX: (979) 691-8904 GRADING ADJUSTMENTS THROUGH SITE 1 6/20/11 +0.85') AND OTHER VARIOUS CHANGES MARK DATE DESCRIPTION SUBSTA14TIALLY COMPLETE ISSUED FOR CONSTRUCTION 4/20/11 CONSTRUCTION DRAWINGS ISSUED PRIOR TO THIS DATE ARE REPLACED BY THIS SET & SHOULD NOT BE USED FOR CONSTRUCTION. OF TE t,;010 * ; l * B. V 8583 Q_ i NSA �� P V) S z > X IQ— ~ O Ld Ld ?� MZ =mj U) 0 z Ld Z Q 3 0 Y H _jQ 1L Z cn U CD O LLj 0 W I z 48 O O ■ •j V tii Z oW 0 M J J 0 o W 2 I — CLIENT INFORMATION AMERICAN CAMPUS COMMUNITIES (OP), LP c/o CHUCK CARROLL 12700 HILL COUNTRY BLVD_, STE. T-200 AUSTIN, TX 78738 CCARROLL@AMERICANCAMPUS.COM PH: (512) 732-1000 F/,: (512) 732-2450 FILENAME: 0418CV1 B SCALE:AS NOTED SUBMITTED DATE: 2/23/11, 4/4/11, 4/20/11 DRAWN BY: R.A.M. CHECKED BY; R.A.M. FIELD BOOK: 13 PAGES:46-75 RME CONSULTING ENGINEERS CLIENT NO. PROJECT NO. 178-0418 #4 DOWEL (48" LONG) 24" O.C. DETENTION VAULT TOPPING, PRECAST PANELS & WALL (SEE SCA DRAWINGS) CONCRETE PAVEMENT (REINFORCEMENT & THICKNESS VARIES PER LOCATION) LIME STABILIZED SUBGRADE EXPANSION JOINT PROPOSED CURB? SIDEWALK NOTES: 1. CROSS —SLOPE OF SIDEWALK SHALL NOT EXCEED 2.00X 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. WIDTH VARIES #3 BARS CONT. I" EXPANSION JOINT MATERIAL & FINISHED GRADE 6" cn SEALANT (MIN DEPTH OF = 6" w W 1" DEPTH (MIN) _ �> _ ff EXPANSION JOINT CONTRACTION JOINT #3 BARS C�V 2" CLR "LIGHT BROOM FINISH BACKFILL 12" O.C.E.W. � #3 BARS 0 12 O.C.E.W. 2" CLR � E PILOT CH ANNEL ANNEL(TY IH N.T.S. SUBGRADE #4 SMOOTH DOWEL, 18" LONG & SPACED 0 24" O.C. (COATED w/HEAVY GREASE) CONCRETE SIDEWALK, SEE DETAIL THIS SHEET a 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 BUILDING FOUNDATION in N CROSS —SECTION — ON -SITE TYPICAL CONCRETE SIDEWALK N.T.S. SEAL w/EXPANSION JOINT MATERIAL #4 SMOOTH DOWEL, 18" LONG J„R " & SPACED @ 12" O.C. (COATED w/HEAVY GREASE) _ 1 NON —EXTRUDING_/ FILLER SUBGRADE — SEE CONSTRUCTION JOINT & CONTROL JOINT DETAIL FOR SPECIFICATIONS EXISTING CURB _#4 DOWELS @ 18" 0. C. <(<a \ TIE TO CURB DETAIL r , tivt s / R 7607 EASTMARK DR., STE. 250F <77840> POST OFFICE BOX 9253 COLLEGE STATION, TEXAS 77842 EMAIL: civil(a)rmengineer.com OFFICE - (979) 764-0704 FAX - (979) 764-0704 TEXAS FIRM REGISTRATION No. F-4695 SURVEYOR KERR SURVEYING, LLC 505 CHURCH STREET COLLEGE STATION, TX 77841 OFF: (979) 268-3195 FAX: (979) 691-8904 RADING ADJUSTMENTS THROUGH SITE } 61 201 11 +0.85') AND OTHER VARIOUS CHANGES MARK DATE DESCRIPTION SUBSTANTIALLY COMPLETE ISSUE® FOR CONSTRUCTION 4I20/11 CONSTRUCTION DRAWINGS ISSUED PRIOR TO THIS DATE ARE REPLACED BY THIS SET & SHOULD NOT BE USED FOR CONSTRUCTION. 1 �E OF TE. tt ...• .... ....... 88583 . •� T=5" — #3 BARS 0 18" O.C.E.W. 12"—#4 DOWEL 0�, " 12" O.C.--A It — #4 BARS 0 18 O.C.E.W. t�t`�,S • - ' T=8 — #4 BARS (J 12 O.C.E.W. 3" LONG METAL OR PLASTIC CAP, INSIDE DIAMETER TO BE 1/16" GREATER THAN DIAMETER OF DOWEL. CAP MUST BE LONG ENOUGH TO COVER 2" OF DOWEL AND HAVE STOP SO END OF CAP IS 1" FROM END OF BAR CONCRETE SIDEWALK, SEE DETAIL THIS SHEET " EXPANSION/CONSTRUCTION JOINT TO BE SPACED AT 60' TOOL JOINT 1 R EXPANSION JOINT, SEE AT ARTIFICIAL DETAIL THIS SHEET INTERVALS & PLACED AT ALL RADIUS POINTS, PC's, PT's & BACK OF CURB OPPOSITE PI's AND ON ALL HORIZONTAL &VERTICAL CURVES. PAVEMENT DRIVEWAY OR PARKING AREA EXPANSION JOINT- N.T.S. PAVEMENT TIE-IN TO DETENTION VAULT N.T.S. i�i\/ii//i//�i/ R •: SAW CUT, SEAL WITH JOINT . _ MATERIAL. SEALING NOT REQUIRED IN CURBS. 3/4" GALVANIZED %/i///� //i/� T=5 — #3 BARS 0 18 O.C.E.W. PLATE w/NON—SLIP T=6" — #4 BARS @ 18" O.C.E.W. SURFACE — BOLTED #4 DOWEL 0 24" O.C. �" TO T=8" — #4 BARS CAD 12" O.C.E.W. TO SIDEWALK (3 EACH MONOLITHIC CURB J"R _ SIDE —SPACED EVENLY) TYPICAL CONCRETE' SIDEWALK 3/4» 3f4"x3" CONCRETE SIDEWALK, 6 LIME STABILIZED SUBGRADE GALVANIZED GALVANIZED SEE DETAIL THIS EXPANSION JOINT f - ~ " BOLT �, SHEET . -._ . - _ (w/6% LIME BY WEIGHT) Q$ 18 1 LI PLATE w/TOOLED EDGE, SEE.;`' ".:4= =�� w '.�'- . _ OF SELECT FILL, EITHER OPTION 10 DETAIL THIS SHEET~ '.�_.. +--~} COMPACTED TO 95% 7 _ -. STANDARD J �� I~ I--3" LAP �4�\}�\�\\`r��ir\`i, PROCTOR DENSITY (ASTM D698) d - / / /�/ / / ALTERNATE — 18" MOISTURE � a �• `:. - � - - . - q. , Q EXISTING CONCRETE ���i�i?i i�i�i ; CURB & GUTTER CONDITIONED SUBGRADE \ v� •'`,.�\\i r ~'; . COMPACTED TO 95% STANDARD \i/�/\/�;\i/\i PROCTOR DENSITY (ASTM D698) \`iT\ii\`ii\`ii� MOISTURE CONTENT SHALL BE EVENLY SPACE TYPICAL \\�'%\�%�\/ ��i\�/i/\\�/i/� BETWEEN +2% AND +5% OF THE (5 —0 MAX) \� �j/\\j/\\/j\,/\�/\ OPTIMUM MOISTURE CONTENT CONCRETE/�` " — PROOF —ROLLED z z SIDEWALK EXCAVATED AREAS i�\!/\�\/�• M o o #4 DOWEL @ 24 O.C. EXISTING SUBGRADE TYPICAL CONCRETE } PLAN 00 CROSS SECTION FILL AREAS — COMPACTED SUBGRADE CURB & GUTTER ¢ Q EXISTING CURB TO 95% STANDARD PROCTOR DENSITY J CURB AVE IOUTALK —' ON —SITE (ASTM D698) (DISTANCE VARIES) CONCRETE SIDEWALK ADJACENT CONTROL JOINTS SHALL BE PLACED AT 15' CENTER TO CENTER. SIDEWALK LEAVE -OUT DETAIL TO STRUCTURE CONTROL JOINT N.T.S. N.T.S. N.T.S. N.T.S. . R 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" BE PLACED AT 20' INTERVALS. ' ' a: —') 3" PAVEMENT REINFORCEMENT • _ #4 BARS TYPE IA — MONOLITHIC ON -SITE ;ONCRETE CURB & GUTTER METAL KEYWAY N.T. 6" LIME STABILIZED SUBGRADE ~ w 6% LIME BY WEIGHT OR 18" OF SELECT FILL, EITHER OPTION = =' COMPACTED TO 95% STANDARD Ue PROCTOR DENSITY (ASTM D698) ALTERNATE — 18" MOISTURE M CONDITIONED SUBGRADE LL! _ \ COMPACTED TO 95% STANDARD Z > x CL PROCTOR DENSITY (ASTM D698) z x MOISTURE CONTENT SHALL BE ~ N r BETWEEN +2% AND +5% OF THE OPTIMUM MOISTURE CONTENT �_ <C Z m z (CAVATED AREAS — PROOF —ROLLED Q 0 N 0 (ISTING SUBGRADE TILL AREAS— COMPACTED SUBGRADE Ld w Z ~ < p TO 95% STANDARD PROCTOR DENSITY Q 0 J (ASTM D698) t 0 'R Z V 0 Of�;o V ! .G. CONSTRUCTION JOINTS SHALL BE PLACED AT DESIGNATED zLij 0 [� 1 LOCATIONS AND MAY REPLACE CONTROL JOINTS AS REQUIRED. j Cy7 z I- CONSTRUCTION JOINT `� d _j o W N.T.S. CL Z J//\ o Ld 0 in 0 0 1- 00 Q Ld METAL KEYWAY PLATE N.T.S. it 24" THICKENED EDGE N.T.S. CLIENT INFORMATION AMERICAN CAMPUS COMMUNITIES (OP), LP c/o CHUCK CARROLL 12700 HILL COUNTRY BLVD., STE_ T-200 AUSTIN, TX 78738 CCARROLLOAMERICANCAMPUS.COM PH: (512) 732-1000 FX: (512) 732-2450 FILENAME: 0418CV1 B I SCALE:AS NOTED SUBMITTED DATE: 2/23/11, 4/4/11, 4/20/11 DRAWN BY: R.A.M. CHECKED BY: R.A.M. FIELD BOOK: 13 PAGES:46-75 RME CONSULTING ENGINEERS CLIENT NO. PROJECT NO. 178 - 0418 SHEET 29 OF 32 24" e 24"0 STORM SEWER REFER TO AREA GRATE MANHOLE RING & COVER INLET DETAIL FOR ISOLATION JOINT RING & COVER ELEVATED 3" (MIN) ABOVE GRADE IN RING & COVER FLUSH NON -PAVEMENT AREAS w/GRADE IN TOP WIDTH VARIES 18' (MIN) EXISTING GRADE CJ v u \ CONCRETE PILOT `CHANNEL, SEE DETAIL THIS SHEET CROSS—SECTION VIEW DRAINAGE SWALE N.T.S. 4,000 PSI CONCRETE @ 28 DAYS #4 BARS @ 12" O.C.E.W. (ALL SIDES) PAVEMENT AREAS co a t,. J, : .tY�. �' 3'-0" (MIN) •e +.� O.D. + 12" -} �• Z) SQUARE " 6 �z (TYP) C '. a. CO ;. .... 6" THICK CEMENT \\#4 BARS ® 6" O.C.E.W. STABILIZED BASE (TOP & BOTTOM) CONCRETE JUNCTION BOX N.T.S. e n '6 n a . REFER TO GRATE INLET, CURB INLET, OR JUNCTION BOX DETAIL FOR SPECIFICATIONS EXPANSION (ISOLATION) 1 4 j\\� JOINT -LOCATION VARIES - ° 4 ' CONCRETE � FILL VOID SPACE BETWEEN PAVEMENT ADS PIPE AND MANHOLE �. OPENING WITH A NON -SHRINK GROUT MATERIAL a ADS N-12 STORM /-DRAIN PIPE ADS PIPE TO CONCRETE BOX GROUTED MANHOLE CONNECTION N.T.S. $ �s i;lsl ICI I isl�l�l i I I�I,I`i-I �141�Islllgl�isl-111�1-1s1%I�Is} _ NEENAH FOUNDRY GRATE, MODEL R1878-10A (PAVEMENT AREAS) & MODEL R1879-10A (ALL OTHER AREAS) h #4 DOWEL (18" LONG)-1 ® 18" 0. C. #4 BARS 12" O.C.E.W. (ALL SIDES) 6" THICK CEMENT STABILIZED BASE PLAN VIEW GRATE FLUSH w/GRADE IN PAVEMENT AREAS SLOPE TO GRATE IN NON -PAVEMENT AREAS (1.00% MIN) 12" (TYP) \�_#4 BARS @ 6" O.C.E.W. (TOP & BOTTOM) ELEVATION VIEW AREA GRATE INLET N.T.S. PROPOSED GRADE (4H:1 V) 1 - 6"x9" 3 "U" BAR PER BLOV �l NOTE: -/ \.o,- 1. PROVIDE 8" CLEAR SPACING BETWEEN EACH DISSAPATOR BLOCK. 2. STAGGER ROWS AND PROVIDE 12" CLEAR SPACING BETWEEN EACH ROW. DISSAPATOR BLOCK N.T.S. ROCK RIP -RAP PAD w/FILTER FABRIC & CONCRETE GROUT (8" TO 12"0 STONES) (40 LB. MINIMUM) #4 BARS ®12" O.C.E.W. (WALLS, BOTTOM SLAB & TOE) f Co o000' ' 30' 01.1 ELEVATION VIEW PLAN VIEW (DOUBLE STACK CONFIGURATION) N.T.S. ADS DRAINAGE PIPE — BEDDING TABLE IDENTIFIER BEDDING INITIAL FINAL TYPE TYPE BACKFILL BACKFILL CLASS III — COMPACT CLASS II — COMPACT IN 6" CLASS IV B — COMPACT IN 8" IN 6" (MAX) LIFTS TO (MAX) LIFTS TO 90% (MAX) LIFTS TO 90% STANDARD 90% STANDARD STANDARD PROCTOR PROCTOR DENSITY Cam? 0 TO +4% NON— PROCTOR DENSITY @ DENSITY 0 0 TO +4% OF OF OPTIMUM MOISTURE CONTENT STRUCTURAL 0 TO +4% OF OPTIMUM MOISTURE AREAS OPTIMUM MOISTURE CONTENT — WORK IN CONTENT — LEVEL AROUND PIPE BY HAND TO FINAL GRADE BY PROVIDE UNIFORM SUPPORT HAND UP TO SPRING LINE CEMENT STABILIZED SAND: 10% (MIN) CEMENT CLASS IV B — COMPACT IN 8" PER CUBIC YARD OF SAND OR 2.5 SACKS OF (MAX) LIFTS TO 98% STANDARD STRUCTURAL CEMENT PER CUBIC YARD (WHICHEVER IS PROCTOR DENSITY @ 0 TO +4% AREAS GREATER) OF OPTIMUM MOISTURE CONTENT — COMPACTION ACCOMPLISHED BY MECHANICAL TAMPING ASTM D2321-89 CLASSES OF EMBEDMENT & BACKFILL MATERIALS GIVEN IN TABLE 1 1 OF ASTM D2323 & SUMMARIZED AS: TRENCH WIDTH EXISTING MAX = PIPE O.D.+24" CLASS IA: ANGULAR, CRUSHED ROCK, NO FINES GRADE MIN CLASS IB: ANGULAR, CRUSHED ROCK AND SAND, WELL GRADED TO MINIMIZE MIGRATION OF ADJACENT SOILS. LITTLE OR NO FINES. CLASS II: COARSE GRAINED SOILS, CLEAN. NATIVE SOILS FROM THE TRENCH GENERAL DO MEET THIS REQUIREMENT. THE CONTRACTOR MAY USE NATIVE MATERIALS FROM THE TRENCH ONLY AFTER UJI PROVIDING SOILS LABORATORY TEST DEMONSTRATING COMPLIANCE. v m CLASS III: COARSE GRAINED SOILS WITH FINES. NATIVE SOILS FROM = �� THE TRENCH GENERALLY DO NOT MEET THIS REQUIREMENT. THE Q a %ice\j CONTRACTOR MAY USE NATIVE MATERIALS FROM THE TRENCH ONLY oI AFTER PROVIDING SOILS LABORATORY TEST DEMONSTRATING COMPLIANCE. BANK RUN SAND GENERALLY MEETS THIS J J J REQUIREMENT. Q l� N Z CLASS IV A: SELECT MATERIAL FROM THE TRENCH CONSISTING OF Z FINE-GRAINED SOILS (INORGANIC). INORGANIC CLAYS OF LOW TO 00 MEDIUM PLASTICITY, GRAVELY CLAYS, SANDY CLAYS, SILTY CLAYS, SPRING LINE LEAN CLAYS. THIS MATERIAL MUST HAVE A LIQUID LIMIT <50 AND A OF PIPE PLASTICITY INDEX >7 AND >"A" LIME. SEE SPECIFICATION ASTM D2321-89 FOR DETAILS. z z o g , CLASS IV B_ SELECT MATERIAL FROM TRENCH CONSISTING OF _ FINE—GRAINED SOILS (INORGANIC). INORGANIC CLAYS OF MEDIUM TO m EQUALLY HIGH PLASTICITY, FAT CLAYS, INORGANIC SILTS, FINE SANDY OR SPACED SILTY SOILS, ELASTIC SILTS. CLASS V ORGANIC SOILS. MATERIAL FROM THE TRENCH WHICH MIX BROWN COLORING IN DOES NOT MEET THE REQUIREMENTS OF THE ABOVE CLASSES. ALL CEMENT STABILIZED SAND FOR ROCKS, LUMPS, AND CLODS MUST BE REMOVED FROM THIS MATERIAL WASTEWATER FORCE MAINS PRIOR TO PLACEMENT IN THE TRENCH. THIS MATERIAL IS ONLY APPROPRIATE FOR TOPSOIL IN NON—STRUCTUAL AREAS. BEDDING TABLE IDENTIFIER BEDDING INITIAL TYPE TYPE BACKFILL Q CLASS III CLASS II UC CLASS 1B CLASS 1B 10% (MIN) CEMENT PER CEMENT CUBIC YARD OF SAND STABILIZED OR 2.5 SACKS OF SAND CEMENT PER CUBIC YARD (WHICHEVER IS GREATER) N.T.S. rl Alq V: SALVAGE B - COMPACT IN LIFTS TO 90% PROCTOR DENSITY F4% OF OPTIMUM CONTENT 4CKFILL - COMPACT kX) LIFTS TO 90% PROCTOR DENSITY F4% OF OPTIMUM CONTENT - WORK ID PIPE BY HAND TO UNIFORM SUPPORT 'RING LINE - COMPACT IN 6" 'TS TO 90% PROCTOR DENSITY F4% OF OPTIMUM CONTENT - LEVEL ADE BY HAND ICH BOTTOM IS VATS TO A DEPTH AS E ENGINEER AND )UNDATION OF CLASS 1B MATERIAL, COMPACTED IN 6" (MAX) LIFTS TO 85% STANDARD PROCTOR DENSITY 747 Cor�stftr`fsg S r � 7607 EASTMARK DR., STE. 250F <77840> POST OFFICE BOX 9253 COLLEGE STATION, TEXAS 77842 EMAIL: civil(armengineer.com OFFICE - (979) 764-0704 FAX - (979) 764-0704 TEXAS FIRM REGISTRATION No. F-4695 SURVEYOR KERR SURVEYING, LLC 505 CHURCH STREET COLLEGE STATION, TX 77841 OFF: (979) 268-3195 FAX: (979) 691-8904 RAIDING ADJUSTMENTS THROUGH SITE lN 6/20/11 +0.85') AND OTHER VARIOUS CHANGES MARK DATE DESCRIPTION SUBSTANTIALLY COMPLETE ISSUED FOR CONSTRUCTION 4/20111 CONSTRUCTION DRAWINGS ISSUED PRIOR TO THIS DATE ARE REPLACED BY THIS SET & SHOULD NOT BE USED FOR CONSTRUCTION. of TCj, l+ .... .... ...... ... 8583 tt •.,f/c NSE 1 . '�► Ste. _ Z >x O �'""� p w Q F Q T F ` 1� in 00 Ld Q w _ ~ ) 1.J... Q N J Q 0 two <m Q W I o Z O �o LLI z¢ 4W ON /Qy LL G U W 0 Z p 0 w J m J 00 O W F_ CLIENT INFORMATION AMERICAN CAMPUS COMMUNITIES (OP), LP c/o CHUCK CARROLL 12700 HILL COUNTRY BLVD., STE_ T-200 AUSTIN, TX 78738 CCARROLL®AMERICANCAMPUS.COM PH: (512) 732-1000 FX: (512) 732-2450 FILENAME: 0418CVl B I SCALE:AS NOTED SUBMITTED DATE: 2/23/11, 4/4/11, 4/20/11 DRAWN BY: R.A.M. CHECKED BY: R.A.M. FIELD BOOK: 13 PAGES:46-75 RME CONSULTING ENGINEERS CLIENT NO. PROJECT NO. 178 — 0418 SHEET 30 OF 32 Y'.-� MARK SLEEVING LOCATION PLACE BOLT IN CURB w/3/8"x2" GALVANIZED IF NO SIDEWALK IS SPECIFIED CARRIAGE BOLT 30" 0 SANITARY SEWER MANHOLE RIM & COVER d ' d /\ y n EXTEND SLEEVING 24" (MIN.) 013 Z\i/'\` •• ..• ' a BEYOND PAVEMENT & SEAL, �i l , TAPE OPENING (BOTH ENDS) ,,//,r CONCRETE e MANHOLE PROPOSED 11.25' (MJ) BEND %�i� SLEEVING (SEE PLANS \/ d FOR SIZE & TYPE) CAST/DUCTILE IRON COMBINATION & IRRIGATION SLEEVING ' MECHANICAL PLUG N.T.S. RESTRAINED JOINT GRAVITY SEWER GRAVITY d a a ' ° d e' •.d a s a g a. - SEWER LINE W.L.0 + 2 PIPE SIZES RECEIVING MANHOLE N.T.S. SEAL END w/CEMENT GROUT OR MANUFACTURE'S SEAL r WATER LINE I I I _ 9' (MIN) ENCASEMENT PIPE (IF APPLICABLE), / SEE DETAIL THIS SHEET NOTE: WHERE A 9' SEPARATION DISTANCE CANNOT BE ACHIEVED, THE POTABLE WATER LINE SHALL BE ENCASED IN A JOINT OF PRESSURE CLASS PIPE, (SIZE AND TYPE AS SHOWN ON THE PLANS). WHEN THE POTABLE WATER LINE IS ENCASED, THE ABSOLUTE MINIMUM SEPARATION DISTANCE SHALL NOT BE LESS THAN FOUR FEET. WATER LINE,/SANITARY SEWER MANHOLE SEPARATION N.T.S. WATER/SEWER CROSSING NOTES: 1. REPLACE SANITARY SEWER, A MINIMUM OF 18' CENTERED ON THE WATER LINE, WITH SDR-26, CLASS 160, IF SEWER IS DISTURBED OR SHOWS EVIDENCE OF LEAKING. THIS WORK SHALL NOT BE PAID FOR DIRECTLY BUT SHALL BE CONSIDERED SUBSIDIARY TO THE VARIOUS BID ITEMS. 2. BOTH THE WATER LINE AND EXISTING SANITARY SEWER SHALL PASS A PRESSURE TEST IN ACCORDANCE WITH THE SPECIFICATIONS. 3. THIS MINIMUM DISTANCE MAY BE REDUCED TO 6" IF THE SANITARY LINE IS REPLACED WITH A 18' JOINT OF SDR-26 CLASS 160 PIPE AND CENTERED ON THE WATER LINE. BACKFILL NEW SANITARY SEWER LINE w/CEMENT STABILIZED SAND BEDDING A MINIMUM OF 20' CENTERED ON THE WATER LINE. N w u) _i w 3IL DIP WATER LINE (CLASS 350) c Z Li C tV L' Lj �\W��>'��;���%��i��i`' `—EXISTING OR PROPOSED GRADE M 18'-0" (MIN) CENTER JOINT OF PIPE WATER LINE EXISTING SANITARY SEWER LINE (SEE NOTE #1) ENCASEMENT PIPE, WATER LINE -SANITARY SEWER CROSSING(S) N.T.S. TRENCH SHORING - MINIMUM REQUIREMENTS SIZE & SPACING OF MEMBERS DEPTH KIND OR CONDITION UPRIGHTS STRINGERS CROSS BRACES, WIDTH OF TRENCH MAXIMUM SPACING OF TRENCH (ft) OF EARTH MINIMUM MAXIMUM MINIMUM MAXIMUM UP TO 3 3 TO 6 6 TO 9 9 TO 12 12 TO 15 VERTICAL ORIZONTA DIMENSION SPACING DIMENSION SPACING FEET FEET FEET FEET FEET {ft) (ft) (in) (ft) (in) (ft) (in) (in) (in) (in) (in) 3 x 4 5TO10 HARD, COMPACT OR 6 2 x 6 4 x 4 4 x 6 6 x 6 6 x 8 4 6 2 x 6 3 x 4 LIKELY TO CRACK OR 3 4 x 6 4 2 x 6 4 x 4 4 x 6 6 x 6 6 x 8 4 6 2 x 6 SOFT, SANDY, OR FILLED 3 x 4 OR CLOSE SHEETING 4 x 6 4 4 x 4 4 x 6 6 x 6 6 x 8 8 x 8 4 6 2 x 6 HYDROSTATIC PRESSURE 3 x 4 OR CLOSE SHEETING 6 x 8 4 4 x 4 4 x 6 6 x 6 6 x 8 8 x 8 4 6 2 x 6 3 x 4 10TO15 HARD OR 4 4 x 6 4 4 x 4 4 x 6 6 x 6 6 x 8 8 x 8 4 6 2 x 6 3 x 4 LIKELY TO CRACK OR 2 4 x 6 4 4 x 4 4 x 6 6 x 6 6 x 8 8 x 8 6 2x6 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 8 x 10 4 6 2 x 6 HYDROSTATIC PRESSURE 3 x 6 CLOSE SHEETING 8x10 4 4 x 6 6 x 6 6 x 8 8 x 8 8x10 4 6 15TO20 ALL KINDS OR CONDITIONS 3 x 6 CLOSE SHEETING 4x12 4 4x12 6 x 8 8 x 8 8x10 10x10 4 6 OVER20 ALL KINDS OR CONDITIONS 3 x 6 CLOSE SHEETING 6x8 4 4x12 8x8 8x10 10x10 10x12 4 6 1 TRENCH JACKS MAY BE USED IN LIEU OF, OR IN COMBINATION WITH, CROSS BRACES- SHORING IS NOT REQUIRED IN SOLID ROCK, HARD SHALE, OR HARD SLAG. WHERE POSSIBLE, STEEL SHEET PILING AND BRACING OF EQUAL STRENGTH MAY BE SUBSTITUTED FOR WOOD. MJ WYE 18' JOINT OF D.I.P. w/10 MIL POLYWRAP 6*0 \ / ( ) INFLUENT LINE TYP Z _AD. \ ' - � •... BANDED ADAPTOR FLOWLINE TO 18 DUCTILE IRON PIPE ��\//\\\//�\/ • :-; MATCH ►'� a -(CLASS 350) - y,�\//��/ SOFFIT OF ; ; : o MATCH SIZE OF SEWER MAIN INFLUENT LINE D.I.P. BEND _ :' _'a• .. :: a ' � . _- , -:. %- ' �'.� - :: d- . ' :a' EXTEND MANHOLE \\��\ BASE TO SUPPORT DROP CONNECTION DROP CONNECTION 24 0 SANITARY SEWER MANHOLE RING & COVER or BOLT DOWN WATERTIGHT RING & COVER ELEVATED 3" (MIN) RING & COVER (WT) ABOVE GRADE IN NON -PAVEMENT AREAS RING & COVER FLUSH w/GRADE IN PAVEMENT AREAS SEE NOTE #1 = PRECAST REINFORCED CONCRETE MANHOLE (ASTM C-478) RUBBER -GASKET JOINTS w/MORTAR- SEALANT INSIDE AT ALL JOINTS SEE NOTE #5 - SEAL END w/CEMENT GROUT OR MANUFACTURES SEAL o �. o a N = 4'-0" 0 w 5" (SEE NOTE #4 Lu 9" (MAX) a_a PLUG (SIZE AS REQUIRED) ''"�� 6" MANHOLE BASE (SEE NOTE #3)—� MANHOLE FOUNDATION -_ PER 12" (SEE NOTE #3) #4 BARS @ 8" O.C.E.W. (NOTE: MANHOLES WITH DEPTHS #4 BARS BENT ® 90- & GREATER THAN 12' WILL REQUIRE 2 TIED TO WALL AND MATS OF REINFORCING STEEL) BASE ( 24" SPACING) STANDARD MANHOLE NOTES: 1. A MAXIMUM OF 4 AND A MINIMUM OF 2 THROAT RINGS SHALL BE USED AT EACH MANHOLE IN NEW OR EXISTING STREETS. 2. USE ADEKA SEALANT OR APPROVED EQUAL BETWEEN RING/COVER, ADJUSTMENT RINGS AND CHIMNEY OR CORBEL/CONE SECTION. 3. MANHOLE BASE THICKNESS AND FOUNDATION AS FOLLOWS: MANHOLE DEPTH BASE THICKNESS (ft) (in) 0 6 611 6 — 12 6" PLUS 1' OF CEMENT STABILIZED SAND 12 & OVER 12" PLUS 1' OF CEMENT STABILIZED SAND 4. CONCRETE SHALL HAVE A STRENGTH OF 4,000 PSI AT 28 DAYS. 5. MANHOLE LOCATION AND COMPACTION AS FOLLOWS: LOCATION COMPACTION REQUIREMENT PAVEMENT 98% STANDARD PROCTOR ASTM D698 LANDSCAPED AREAS 90% STANDARD PROCTOR ASTM D698 ON -SITE PRIVATE STANDARD PRECAST MANHOLE N.T.S. Lr' 0 z < 0 0 0- u), OIt OM :t ._-1 0� OJT wo =M in— o z in O Z uj w Ocr a v w Q .- 00 N PECIAL NOTES: 1. CLAYS, SILTS, LOADS, OR NON -HOMOGENEOUS SOILS REQUIRE SHORING AND BRACING. 2. THE PRESENCE OF GROUND WATER REQUIRES SPECIAL TREATMENT. APPROXIMATE ANGLE OF REPOSE FOR SLOPING OF SIDES OF EXCAVATIONS TRENCH SAFETY NOTES: 1. O.S.H.A. STANDARD 29 C.F.R. 1926.650 SHALL BE USED FOR THE DESIGN OF TRENCH SAFETY REQUIREMENTS. SHOULD THERE BE ANY CONFLICT BETWEEN THIS DRAWING AND C.F.R. 1926.650, THE O.S.H.A. STANDARD SHALL PREVAIL. 2. WHEN CONDITIONS ARE SATURATED OR SUBMERGED, USE THIGH SHEETING. THIGH SHEETING REFERS TO THE USE OF SPECIAL TIMBER PLANKS AT LEAST THREE INCHES THICK, STEEL SHEET PILING, OR SIMILAR CONSTRUCTION, THAT WHEN DRIVEN OR PLACED IN POSITION PROVIDE A TIGHT WALL TO RESIST THE LATERAL PRESSURE OF WATER. CLOSE SHEETING REFERS TO THE PLACEMENT OF PLANKS SIDE -BY -SIDE ALLOWING AS LITTLE SPACE AS POSSIBLE BETWEEN THEM. 3. ALL SPACING INDICATED IS MEASURED CENTER TO CENTER. 4. WALLS ARE TO BE INSTALLED WITH THE GREATER DIMENSION HORIZONTAL. 5. IF THE VERTICAL DISTANCE FROM THE CENTER OF THE LOWEST CROSS BRACE TO THE BOTTOM OF THE TRENCH EXCEEDS TWO AND ONE-HALF FEET, UPRIGHTS SHALL BE FIRMLY EMBEDDED. OR A MUD SILL SHALL BE USED. WHERE UPRIGHTS ARE EMBEDDED, THE VERTICAL DISTANCE FROM THE CENTER OF THE LOWEST CROSS BRACE TO THE BOTTOM OF THE TRENCH SHALL NOT EXCEED 36 INCHES. WHEN MUD SILLS ARE USED, THE VERTICAL DISTANCE SHALL NOT EXCEED 42 INCHES. (NOTE: MUD SILLS ARE VALES THAT ARE INSTALLED AT THE TOE OF THE TRENCH SIDE.) 6. TRENCH JACKS MAY BE USED IN LIEU OF OR IN COMBINATION WITH TIMBER CROSS BRACES. 7. IF SHORING IS THE CHOSEN SUPPORT SYSTEM, THE INSTALLATION IS TO START FROM THE TOP OF THE TRENCH OR EXCAVATION AND WORK DOWNWARD. 8. SPOIL MUST BE STORED TWO FEET OR MORE FROM THE EDGE OF THE EXCAVATION, AND BE RETAINED IN AN EFFECTIVE MANNER. 9. WHEN HEAVY LOADS MUST BE LOCATED NEAR AN EXCAVATION, THE WALLS MUST BE BRACED, SHEET PILED OR SHORED TO SAFELY SUPPORT THE EXTRA WEIGHT. 10. DIVERSION DIKES AND DITCHES OR OTHER SUITABLE MEANS MUST BE USED TO PREVENT SURFACE WATER FROM ENTERING AN EXCAVATION AND TO PROVIDE ADEQUATE DRAINAGE OF THE AREA ADJACENT TO THE EXCAVATION. WATER IS NOT ALLOWED TO ACCUMULATE IN A TRENCH OR EXCAVATION. 11. AN ADEQUATE MEANS OF EXIT, SUCH AS A LADDER OR STEPS MUST BE PROVIDED AN LOCATED SO AS TO REQUIRE NO MORE THAN 25 FEET OF LATERAL TRAVEL. 0 7607 EASTMARK DR., STE_ 25OF <77840> POST OFFICE BOX 9253 COLLEGE: STATION, TEXAS 77842 EMAIL: civil@rmengineer.com OFFICE - (979) 764-0704 FAX - (979) 764-0704 TEXAS FIRM REGISTRATION No. F-4695 SURVEYOR KERR SURVEYING, LLC 505 CHURCH STREET COLLEGE STATION, TX 77841 OFF: (979) 268-3195 FAX: (979) 691-8904 GRADING ADJUSTMENTS THROUGH SITE lN 6120111 +0.85') AND OTHER VARIOUS CHANGES MARK DATE DESCRIPTION SU STANTIALL� C®mPLE-1 E ISSUED FOR CONSTRUCTION 4120/11 CONSTRUCTION DRAWINGS ISSUED PRIOR TO THIS DATE ARE REPLACED BY THIS SET & SHOULD NOT BE USED FOR CONSTRUCTION. 08563 i*,, i rasp00 v V) _ .j (, D Q Z > Of o w w o (� J _rh � V 0 c=n o La Z�Q U �o 0 a- F— Q 0_ 0 V) L` (� Z m U U) w 0 LLI I : � O W o Q Cn Lij Z z —' �` —� y w vo w O `� '1 J CO J J U .= o L j O0 00 0 0 V) Lv _ F— CLIENT INFORMATION AMERICAN CAMPUS COMMUNITIES (OP), LP c/o CHUCK CARROLL 12700 HILL COUNTRY BLVD., STE. T-200 AUSTIN, TX 78738 CCARROLL®AMERICANCAMPUS.COM PH: (512) 732-1000 FX: (512) 732-2450 FILENAME: 0418CV1 B SCALE:AS NOTED SUBMITTED DATE: 2/23/11, 4/4/11, 4/20/11 DRAWN BY: R.A.M. CHECKED BY: R.A.M. FIELD BOOK: 13 PAGES:46-75 RME CONSULTING ENGINEERS CLIENT NO. PROJECT NO. 178 - 0418 SHEET 31 OF 32 Concrete Pad f D C �ConduH E�ry� G -T 100 O B , i-- A EJ NOTE: All Dimensions Are In Inches 0g000000) i 4' ' 1/27 R"or I Center to Center Both Ways Class 'A' Concrete As Per City of College Slotion Spedfications. XFMR A B C D E i G MAX KVA Inc inches inches inches Inches inches Inch@ WEIGHT 100 5jngIq through 24 11 54 70 10 49 15 2,500 Phu" 250 CONCRETE PAD SPECIFICATION A CAUTION TAPE30. ' MI' 48' f FT. flu DIRT ' SECONDARY 2 FT. FILL DIRT PRIMARY PVC AD RISER POLE AND TRENCH DETAIL ELECTRIC FACILITIES NER I Existing = RED ® = Pad Mount Transformer Three Phase Fuse o Single Phase Fuse = Street Light ® = Pole Mount Switch gW� Q= Primary Pull Box 'Loya =Pole Mount Transformer O— Pole = Three Pot Bank (3Ph) Z& Pole Mount Transformer coo Capacitor ® = Meter OPEN = Open Point - - - - - - - - = Proposed 4 - 2' PVC Conduits 3 with 1/0 Primary. Wire by CSU. Easement required. - .—— — — — —— r-,'i/c s;_--r i e `%/ire j C11j. _. Existing OH Primary (Energized). - - - - - - - - = Existing UG Primary (Energized) 1741-05 ABC 0 1 \\ = \\ \ \ IC \\ \ ; 1740' 00 - `\�'j 4 £ `�, 23X115-03 95-00 A ; // 40 NE 2 < 0 1233 234823482-05 — TB Zr 234 -05 P i iQ Ip t �;' `% f� r +� .; i✓ �; 11 � �% 234 O i' ( f\ i i , 1 \ \\\ r 234 L� 10 E M 10 03 ® r�h 17 — �:-��' 19 04 ,;0 ; S - '` 1886-10 rP 0 l 8821 \ 18880 00 O , 167 A930 80 r r 05 IS i CONSTRUCTION NOTES 1, THESE DRAWINGS REPRESENT QUANTITY AND TYPE OF MATERIAL TO BE USED. EXACT L❑CATI❑N OF EXISTING AND NEW FACILITIES SHOULD BE VERIFIED PRIOR TO BEGINNING WORK. THE FACILITY LOCATIONS ARE NOT TO SCALE ON THESE DRAWINGS. 2. BEFORE CONSTRUCTION STARTS, CONTRACTOR SHALL MEET WITH THE ELECTRICAL DIVISION RESPRESENTATIVE FOR EXACT CONDUIT ROUTING AND INSTALLATION INSTRUCTIONS. CONDUIT INSTALLED WITHOUT PRIOR APPROVAL MAY HAVE TO BE REMOVED AND REINSTALLED AT THE CONTRACTOR'S EXPENSE. 3. ALL CONDUIT SHALL BE INSPECTED BY THE CITY ELECTRICAL DIVISION REPRESENTATIVE BEFORE IT IS COVERED, NO EXCEPTIONS. 4. ALL UNDERGROUND CONDUIT TO BE GRAY SCHEDULE 40 PVC. SUBSTITUTIONS WILL BE CONSIDERED WITH PRIOR NOTIFICATION. 5. CONTRACTOR WILL INSTALL CONDUIT FOR ALL CONDUCTOR RUNS. 6.ALL CONDUIT STUBBED OUT OR INSTALLED FOR FUTURE USE WILL BE CAPPED AND MARKED WITH RED STEEL T POST. NO EXCEPTIONS. 7. ALL CONDUIT WILL BE INSTALLED BY CONTRACTOR TO CITY SPECIFICATIONS. 8, PRIMARY CONDUIT WILL BE INSTALLED AT A MINIMUM 4' DEPTH BELOW FINISHED GRADE. 9. CONTRACTOR WILL INSTALL TRANSFORMER PAD IN ACCORDANCE WITH CITY SPECIFICATIONS. CONDUIT PLACEMENT IS CRITICAL. CONTACT CITY PRIOR TO ROUGH IN OF PAD. 10, CONTRACTOR TO FURNISH RIGID OR IMC CONDUIT (30' PER RISER). CONTACT CITY PRIOR TO PLACEMENT OF STUBS UP AT BASE OF POLE, IMPROPERLY PLACED STUB UPS WILL BE CORRECTED AT THE EXPENSE OF THE CONTRACTOR.. CSU WILL INSTALL ALL RISER CONDUIT. 11, PULL STRING IN ALL PRIMARY RUNS SHALL BE TIED AT BOTH ENDS OF CONDUIT. 12,CAPS SHALL BE PLACED AT BOTH ENDS OF CONDUIT. 13. SECONDARY CONDUIT WILL BE INSTALLED AT A MINIMUM 30' BELOW FINISHED GRADE. 14, PRIMARY CONDUIT WILL HAVE 12' TO 18' OF DIRT COVER PRIOR TO PLACING A 6' WIDE 'CAUTION' TAPE. FINAL BACKFILLING CAN THEN BE PLACED. 15.S❑IL AROUND ALL PAD -MOUNT TRANSFORMERS TO BE MECHANICALLY COMPACTED TO NINETY-FIVE PERCENT STANDARD DENSITY WITHIN A TEN FOOT RADIUS OF CONCRETE PAD, 16. CONTRACTOR TO LOCATE ALL UTILITIES PRIOR TO COMMENCEMENT OF CONSTRUCTION. 17. COST OF LEVELING PAD -MOUNT TRANSFORMERS AND JUNCTION BOXES THAT ARE LEANING WITHIN TWELVE MONTHS OF INSTALLATION WILL BE THE RESPONSIBILITY OF THE DEVELOPER. THIS ALSO APPLIES TO IN -GROUND PULL BOXES THAT HAVE SETTLED BELOW GRADE. MAXIMUM ALLOWABLE TILT FOR TRANSFORMERS WILL BE 2 DEGREES IN ANY DIRECTION. 18. PRIMARY PULL BOXES WILL BE PROVIDED BY THE CITY AND INSTALLED BY THE CONTRACTOR. THREE-PHASE TRANSFORMER PADS WILL BE BUILT BY CONTRACTOR TO CITY SPECIFICATIONS. 19. IF EASEMENTS ARE EXISTING CONTRACTOR WILL VERIFY BOUNDRIES PRIOR TO INSTALLATION OF CONDUIT. CONDUIT NOT WITHIN EASEMENT BOUNDRIES WILL BE CORRECTED AT CONTRACTOR'S EXPENSE. 20.IF A CT CAN IS REQUIRED, IT WILL BE FURNISHED & INSTALLED BY OTHERS. MINIMUM SIZE WILL BE 36 X 36 X 10 WITH LOCKING CAPABILITY. CT's & METER BASE WILL BE FURNISHED BY CSU & INSTALLED BY OTHERS, SERVICE CONDUCTORS WILL BE FURNISHED & INSTALLED BY CSU. 21. CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING GROUND RODS AT ALL TRANSFORMER LOCATIONS, AS WELL AS ANY OTHER NECESSARY ELECTRICAL FACILITIES. COLLEGE STATION UTILITIES WILL PROVIDE THE GROUND RODS TO THE CONTRACTOR. t. 17 T REINFORCEMENT:TRANSVERSE 1/8** R SEAL WITH JOINT MATERIAL *4 BARS AT 18" C. TO , _v i �rr■rr■■r■■■■■r■rrrr■rrrrrr�r• ■■■■ Ulm. ■■a■■■■■r■■■■■■■■■1r■■• ■r■■■■■■■■■■■■■■METAL KEY WAY PLATE-/ ■■■rr■■ru■■■■• rraa■r■■r■rrrrr■■■■■■r■■■■■• DEFORMED l■■■■■■■■■■■■■r■■■■■■■■■■■■■■• ■rrr■■■rrrrr■■■■■■■a■r■rrrrar• IVO.C. ■r■r• �■■■r■■■■■■■■rrrr■■rrrrr■■■■r• �■rrr■■:r■r■■rraa■■■■r■■■■■■r• rrrrro■rrr■rrrrrra■a■■rrrrr• �:■■■■.■r■■■r■■■r■r■■a■r■■■■r� ■r■ramrr■■■■r■■r■■■■■■■■■r■■• LONGITUDINAL . JOINT �■■■■a■■■■■■■ar■■■■■a■■■■■■■■• �■■■■r■■■■■■■■■■r■■■■■■■■■■■■• ■rrr.■■■■■■■r■■■■■■■■■a■■r■■■■• T..� .^.. .N .T "C.TO C. TYPE 10" JOINT LONGITUDINAL Z CENTERLINE OF THE�PAVEMENTINTS LBE & IN INTERSED ONLY ON THE CTIONS TONS AS DETAILED LONGITUDINAL REINFORCEMENT: ��40���40���4� •4 BARS AT 18" C. TO C. TANGENTSECTIONS TYPICAL JOINT & REINFORCEMENT LAYOUT FOR CONCRETE PAVEMENT SEAL W/EXPANSION JOINT MATERIAL SMOOTH DOWEL BAR 3/4" 0 X 18 12•' O.C. 1/4" R 3/4" tCOATED W/HEAVY GREASE) 5-V2" 3/4" ' 7/8" 6" MIN. RECYCLED MAT RI 1/y'" -/ THICK AS M IC URf•0 3" LONG METAL OR PLASTIC CAP BY J.OAPPROVED EOUVUAILFzt THAN �pNER F BE DOWEL BAR EAP R OF DOW L ANO HAVE STOP 50 END OF CAP IS 1" FROM THE END OF BAR. TYPE "G" 1 EXPANSION & CONSTRUCTION JOINT TO BE SPACED AT 40' INTERVALS & ALL RADIUS POINTS. P,C.'S. P.T.'S. & OPPOSITE P.I,'S. & ON ALL HORIZONTAL & VERTICAL CURVES SAWED OR FORMED.SEAL WITH JOINT MATERIAL. SEALING NOT REOV N CURBS. 3/8" R -►{ 1/8" TO 3/16" �3/4" 04 BARS. M" O.C.E.W. TYPE IB'f CONTRACTION MINT TRANSVERSE JOINTS SHALL BE SPACED 15'CENTER TO CENTER TYPE "G" JOINT AT ALL RADIUS POINTS AND MAX. DISTANCE OF 300'ON TANGENTS a 1-5/8" 3" 'F METAL KEY WAY PLATE BACK OF CURB IE J NOTE - EXPANSION JOINTS AS SHOWN AND AT EACH RADIUS POINT. CURB EXPANSION JOINTS SHALL BE AT 60' CENTERS. CURB -VARIES YPE "8" JOINT CONTROL JOINTS SHALL BE AT 1O' CENTERS. TYPE "0" JOINT `�go9%fib LONGITUDINAL JT_ O 90• TO CHORD OF RAOKJS. (TYP.) > r-6" TYPE "D" JOINTTYPE "B" JOINT TYPE "G" JOINT AT FUTURE EXTENSION OR AT PROP. WORK (TYP,) TATICAL.TOINT LAYOUT AT CONCRETE INTERSECTION GENERAL NOTES: ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEQUATELY BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL GROWTH IS ESTABLISHED. N DEVELOPED AREAS WHERE GRASS IS PRESENT.BLOCK SOD WILL BE REQUIRED. BARED AREAS SHALL BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE. APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED OWING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR. ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RAN. ST3-00 TYPE "G" EXPANSION EXISTING CURB & CUTTER I KEEP 6" RISE TO _� JOINT. ELEV.+ TO BE REMOVED 4 TYPE "G" EXPANSION PROPERTY LINE JOINT. ELEV+ CURB RETURN RADIUS • 2' CURB RETURN RADIUS • 2' T!C ELEV.=3" MATCH � OF I 1, IF THERE IS A VALLEY I TIC ELEV,=3" GUTTER, THEN TRANSITION KEEP 6" RISE TO EXISTING GUTTER 2. � �&' CURB RETURN RADIUS T-6" t+. � CURB RETURN RADIUS T-6" MATCH OF PROPERTY LINE !C I O m CROWN AT VALLEY GUTTER O O FL EXISTING PVMT, I 4" < TO FULL CROWN N 50'. r- EXISTING GUTTER i z> ACCESSIBLE ROUTE (4•MN.) 2 > ACCESSIBLE ROUTE t4•MN.) �2' ,W _ _ _ - - a (OPTIONAL) 2. TYPE "G" EXPANSION JOINTS a (OPTIONAL) EXISTING 4" _I ��Ry?E TE 3. N CURB & GUTTER SHALL BE NOTE PVMT. 3.. ROE -NOTE 3. SPACED AT A MAX, DISTANCE NOTE J 3 F.OTIE 3 -- - EXISTING BASE MIN DRIVEWAY APRON SHALL BE 4.. OF 40' APART AND AT ALL (28-DAY CONCRETE STRENGTH RADIUS POINTS. P.T: S & P.C.'S 6" 3" RISE DRIVEWAY APRON SHALL BE 4'• DEFORMED TIE BAR =3000 psi) W/N4 BARS Q 18" 1/�" TYPE "8" CONTRACTION -� EXISTING MIN (28-DAY CONCRETE STRENGTH 04 X 18" O.C. O.C.E.W. ASPHALT APRONS W/O TYPE "D" LONGITUDEINAL JOINTS N CURB & GUTTER LONGITUDINAL BASE �3000 psi) W/I14 BARS O 18" FOR TIE TO CONCRETE CURB AND GUTTER SHALL BE JOINT SHALL BE SPACED AT A MAX. JOINT DEFORMED TIE BAR O.C.E.W. ASPHALT APRONS W/0 TO CONCRETE PAVEMENT ALLOWEDON OPEN STREET SECTIONS ONLY. DITCHED DISTANCE OF 10' APART• D x 1M O.C. FOR TIE CURB AND GUTTER SHALL BE ONLY SF,CTIONA A 3. 2X MAX SLOPE. SF.C770NA A TO CONCRETE TO STREET SE OPEN DITCHED SECTIONA A 4. DOWN TRANSITION TO LAY CONCRETE PAVEMENT STREET SECTIONS ONLY. SLOPING AWAY FROM INTERSECTION DOWN CURB BEGIN AT P.T. SLOPING TOWARD INTERSECTION ONLY. SF,MONA A SIDE STREET WIDTH TT=IIAI DOTEV CURB A � TYPE "G" EXPANSION JOINT PROPERTY LINE 6" THICK CONCRETE (�• NOTE: RAMPS ONLY WHEN (28 DAY STRENGTH= 3500 PSI) * MAINTAIN 2X MAX POINT OF CROSS SLOPE THE LONGITUDINAL SLOPE IS - -------- W/N4 BARS AT 18" O.C.E.W. A CURVATURE GREATER THAN 1.20 DOWEL INTO EXISTING SIDEWALK W/6" LSSB TO 2' BEYOND B.O.C. RAMPS SHALL COMPLY WITH (VARIES) W/*4 BARS Q 18" O.C. BACK OF CURB TAS REQUIREMENTS RETURN CURB TO HAVE A ROLL FACE DIMINISHING EXPANSION JT. & I 25' RAO. (MIN.) _ f } } AT RADIUS POINT SMOOTH DOWEL BAR I SIDEWALK c� * 1/2"e X 16% WITH TYPE } { U-� �-} r} CAP Q 12" O.C. ' I / LONGITUDINAL ACC** SSIBLE RAMP 5*R.CNN.I BACK OF CURB (COATED W/HEAVY GREASE) JOINT (SEEERAMP DETAIL) ----- - - - - --------- ACCESSIBLE ROUTE* NEAT SAW CUT NEAT NEAT SAW CUT I SAW CUT A -a1 1' POINT OF � TANGENCY *MAINTAIN 2Y. MAX CROSS TYPE "G" EXPANSION JOINT EXISTING CURB & CUTTER TO ... ... .. . SLOPE. 5' MN. WIDTH. BE REMOVED. REPLACE STREET _� SURFACING AS NEEDED. ** EXISTING SIDEWALKS. (A MN. �_-L A EXPANSION JOINT (TYP.) OF 4'BEHIND BACK OF CURB), RESIDENTIAL DRIVEWAY EXPANSION JOINTSEAL OMA ERIAL MAY REMAIN IN PLACE OTHERWISE SIDEWALK MUST BE REMOVED. T TYPICAL STREETN CONCRETE APRON ST2-01 W a > TYPE "0- EXPANSION JOINT, A DE��IES ELEV.=T/C ELEV,+3" TYPE "G" EXPANSION JOINT OPE PER FT. GUT T R CURB & PROPERTY LINE .y 1_1/4" UTTER TO BE KEEP 6" RISE TO I I APPROX. 12" REMOVED �[ pF PROPERTY LINE - - - - ,-{ DRIVEWAY WIDTH EXISTING GUTTER L/ ' \\ r_VARIESl DRAINAGE CULVERT ' �3. >W� I VAIQIES (MN. 18" DIA. RCP PIPE) EXISTING PVMT. I I 6" * MAINTAIN 2X MAX RETURN CURB TO HAVE E ____ _ _ CROSS SLOPE A ROLL FACE DIMINISHING SECTIOINI A -A A AT RADIUS POINT. PROPERTY - LINE I3 RI� TYPE "O" AMBULATORY RAMP NOTE, - - - -i - - EXISTING BASE MIN. 25'MN. R, REMOVE CURB I LONGITUDINAL SLOPE 1,12 MAX. DRIVEWAY APRON SHALL BE THRU RAMP I JOINT 1. LENGTH OF DRAINAGE PIPE FOR - - - - DEFORMED TIE BAR 6' (28-DAY CONCRETE RESIDENTIAL DRIVES IS 36' MAX .4 X 18" O.C. STRENGTH - 3000 psi) W/#4 - - - - - - - - - - - - - - - - - - - - - & 20'MN. DRAINAGE EDGE PVMT, FOR TYING NEW BARS 0 18" O.C.E.W. ASPHALT SIDEWALK a -� �J I * 2. ALL DRIVEWAY PIPES WITHIN CULVERT CONCRETE TO EXISTING APRONS W/O CURB & GUTTER _ _ _ _ _ _ _ _ CONCRETE PAVEMENT SHALL BE ALLOWED ON OPEN ROW MUST HAVE CONCRETE �Y DITCHED STREET SECTIONS NEAT SAW CUT , NEAT SLOPED END SECTIONS S STREET ONLY. SAW CUT E�SSLOPE) OR APPROVED A SLG'�LIONA A 1/�� � i� _ �, _ ,,�- ICAL DRIVEWAY ENTRANCE r TYPE •�J A NEAT EXISTING CURB & GUTTER TO � T EXPANSION JOINT SAW CUT BE REMOVED -REPLACE STREET WITH CULVERT ERT SURFACING AS NEEDED ST2-02 COMMERCIAL DRIVEWAY SURFACING FLEX BASE EXISTING GRAVEL STREET 6.. COMPACTED CEMENT VARIES STABILIZED SAND OR IL FLEX BASE 12- %(I I SEE BEDDING DETAIL FOR J/ �I'��II APPROPRIATE PIPE TYPE UNDISTURBED SOIL VARIES OPEN CUT GRAVEL STREET ST4-00 •4 BARS. IS- O.C.E.W. 28-DAY CONCRETE MN. 6" HMAC STRENGTH • 3500 psi (TYPE C OR D) EXISTING SEAL COAT/ DOWEL 115 BARS, 16" LG.. HMAC COMPACTEp CF�1.�NT SAW CUT (8" INTO EXIST, PVMT,), O 18" O.C. ST ILI ED ANO EXISTING CONCRETE 6- STREET I r --SAW CUT COMPACTED CEMENT 12"L y STABILIZED SAND * REFER TO HMAC SPECIFICATION 12" FOR LIFT AND COMPACTION REOUIREMENTS SEE BEDDING DETAIL FOR APPROPRIATE PIPE TYPE UNDISTURBED SOIL � VARIES OPEN CUT SEAL COAT/ OVERLAY STREET j,4 Sr A -l/ 1 I_ RESIDENTIAL COLLECTOR SECTION SECTION PAVEMENT WIDTH 24 30 R.O.W WIDTH 70 100 NOTES: 1. EAASSEMENTSTP SECTIONS TOROWWITHIN CITY LIMITS. 2. FOLLOW COUNTY S ECS ANO SSTTANOARDS 6. OD JE SEE BEDDING DETAIL FOR UNDISTURBED SOIL �I APPROPRIATE PIPE TYPE VARIES OPEN CUT CONCRETE STREET FT� 16' UTLITY 14' 14' 16' UTILITY EASEMENT 12. V' v► EASEMENT (SEE NOTE 1) _ W (SEE NOTE 1) > 0 Q I- r Q a N 2" HOT MIX STD. RIBBON CURB a W 4 ASPHALTIC = G CONC. PVMT. cx 2 & SLOPE -► ui S MIN. 4" HMAC BASE ••^• OR 6" CRUSHED 6" COMPACTED STABILIZED SUBGRADE LIMESTONE BASE. (98X STANDARD ASTM 0-698 AT A MOISTURE CONTENT BETWEEN 0 AND -4Y, OF OPTIMUM TYPICAL RURAL ROAD RIBBON CURB SECTION ST4-03 NOTES: NOTES: 1. ALL SUBGRADES SHALL BE STABILIZED. 5. REFER TO B/CS UNIFIED DESIGN GUIDELINE MANUAL FOR 1. REFER TO B/CS UNIFIED DESIGN CUDELNE MANUAL FOR 2. COLLECTOR STREETS WILL BE REOUREO TO USE 8- 2-FOR SUBGRADES WITH P*15 AND X PASSING THE •200 ACCEPTED RIGHT OF WAY AND PAVEMENT WIDTH. ACCEPTED RIGHT OF WAY AND PAVEMENT WIDTH. REINFORCED CONCRETE (28 DAY STRENGTH-3500 PSI). SIEVE 1357. USE LIME STABILIZATION. 6. COLLECTOR STREETS WILL BE REQUIRED TO USE 5" HMAC 3, FOR SUBGRADES WITH PK15 AND Y. PASSING THE •200 BASE OR 8" CRUSHED LIMESTONE BASE AND STABILIZED SIEVE < 35X. USE PORTLAND CEMENT STABILIZATION. SUBGRADE N ACCORDANCE WITH THE B/CS UNIFIED DESIGN 4. SIDEWALK PLACEMENT VARIES WITH EACH LOCATION AND GUIDELINE MANUAL OR AS DIRECTED BY CITY ENGINEER. VARIABLE R-O-W (SEE NOTE 1) WILL BE DETERMINED BY THE ENGINEER. VARIABLE B/C TO B/C (SEE NOTE 1) j- VARIABLE R-O-W (SEE NOTE 5) Q Q Q VARIABLE B/C TO B/C (SEE NOTE 5) rt MONOLITHIC CURB SEE 5'CONCRETE 2" HOT MIX ASPHALTIC STO.CURB & GUTTER SEE 4'CONCRETE ( SEE 5'CONCRETE 6•• REINFORCED CONCRETE SEE 4'CONCRETE I SIDEWALK DETAIL CONCRETE PAVEMENT ( SIDEWALK DETAIL I I SIDEWALK DETAL 28 DAYSTRENGTH=3500 PSI) I TYPE "0" JOINT SIDEWALK DETAIL I 32 SLOPE -. 32 SLOPE ---a- MN. 4 • HMAC BASE ( LINT OF _ � 2' •4 BARS Q 18" O.C.E.W. I 6- COMPACTED STABILIZED SUBGRADE t98% STANDARD LIMIT OF MEASUREMENT--� 2' 6" COMPACTED STABILIZED SUBGRADE t98x STANDARD OR 6" CRUSHED LIMESTONE MEASUREMENT (MID SLAB) ASTM 0-698 AT A MOISTURE CONTENT BETWEEN FOR ROADWAY EXCAVATION BASE (95Y. MOO. ASTM-D1557) ASTM D-698 AT A MOISTURE CONTENT BETWEEN FOR ROADWAY 0 AND •4X OF OPTIMUM) AND STABILIZATION (LOCAL STREETS) 0 AND -4Y. OF OPTIMUM. EXCAVATION & TYPICAL STREET SECTION STABILIZATION. TYPICAL STREET SECTION A.SPMLHC CONCM P4 T,'LllEVT ST4-04 l?U.V 0l?CLD C0N0?E7Z: R-I VEMZN7' I ST4-05 Z O_ cn w V 1 o N V �[ �1 W N N ti..f 1 w U � � w r� �.1 i� Y CITY OF BRYAN 77ic Good 1,i%, Tcxas St 1c.- DRAWN BY: C.L.M. DATE: 01-01-09 SCALE: N T S APPROVED: W. P. K. FIIGURE = CROSS SLOPE 2X MIN. CROSS SLOPE W CROSS SLOPE SIDEWALK J 2Z to 4X 2Z MAX.. TZ MIN. i win r nwin� Ji/n 'i, 77�7-M i IA\ y a: a vn\ran\F,�O k 8' TYP. -- a NOTE: THIS DOES NOT TAKE INTO ACCOUNT DRAINAGE REOUINEMENTS - BERMS MAY BE REQUIRED OUTSIDE OF THE SIDEWALK. „ .-PER TAS STANDARDS SIDEWALK SLOPE REQUIREMENTS 4"x4"x3/16" STRUCTURAL STEEL TUBING 'D.C. MAXIMUM-Il-- B' O.C. MAXIMUM -I - •7 r-12" O.C. NOTES, 1. SIDEWALK PLACEMENT SHALL BE IN ACCORDANCE WITH B/CS UWIED DESIGN GUIDELINES. 2• FINISH: LIGHT BROOM FINISH. JOINTS TO BE TOOLED r DEEP AT AN INTERVAL EQUAL TO THE SIDEWALK WIDTH. EXPANSION JOINTS 0 40' O.C..CONTRACTION JOINTS 0 4.O.C. 3. DOWEL IN AND TIE TO ANY CONCRETE STRUCTURE ADJACENT TO SIDEWALK (DRIVEWAY, INLET BOX, CURB, ,UNCTION BOX, ETC.) WITH -3 x 12- BARS Q 12" O.C. OR -4 x 12" BARS 0 18" O.C. 4. COMPACTION: COMPACTED SUBGRADE MATERIAL COMPACTED TO A DENSITY AT LEAST 98Z OF MAXIMUM DRY DENSITY AS DETERMINED BY PROCTOR COMPACTION TEST ASTM D698 (STANDARD) AND SHALL BE 0-4Y. WET OF THE OPTIMUM MOISTURE CONTENT 5. A MINIMUM CLEAR PEDESTRIAN WIDTH AS DEFINED BY TAS AND ADA SHALL BE PROVIDED FOR ENTIRE LENGTH OF SIDEWALK. SEAL WITH EXPANSION JOINT MATERIAL SMOOTH DOWEL BAR 1/4" R 1/2" 0 X 18", 12** O.C. 3!4" tCOATED W/HE AVY GREASE) 3'-0" MIN. VARIES 4..-�.! ' 2Y. MAX. JZI RECYCLED MATERIAL. 1/2" SEE NOTE 4 THICK AS MANUFACTURED 3.. LONG METAL OR PLASTIC CAP, INSIDE BY J,p, RUSSELL C0.OR DIAMETER TO BE 1/16" GREATER- THAN APPROVED EQUAL DIAMETER OF DOWEL BAR. CAP MUST •3 BARS O 12" O.C.E.W. CONCRETE BE LONG ENOUGH TO COVER 2"OF STRENGTH 4 BARS o 18" O.C.E.W. STRENGTH = 3000 psi DOWEL AND HAVE STOP SO END OF E MINI CAP is r' FROM END OF BAR. H NOTE SEEE FINISH ALONG LOCAL STREETS SIDE`VALK EXPANSION & CONSTRUCTION JOINT T SAWED FORMED. 3'•0" MIN ; 5'-0" WARES-■ 1/8" TO 3/16" SEA. WITHH EXPANSION JOINT MATERIAL, MIN. 4- 2Y. MAX. 3/8" R �- SEE NOTE 4 ■3 BARS o 12" O.C.E.W.OR 28-DAY CONCRETE 04 BARS 0 18- O.C.E.W. STRENGTH - 3000 psi SIDEWALK CONTRACTION JOINT THICK MIN.) SEE FINISH NOTE SWEEP SAND " O.C. L v I MIN 8" INTO ALL JOINTS 4"x2"x3/16'" STRUCTURAL STEEL TUBING MAX 24~ CONC. SIDEWALK 4"x4"x / STRUCTURAI r'xl-x3/16" STRUCTURAL STEEL TUBING 3-t/2" STEEL L SEE CONNECTION DETAIL fz- PIA BOLT ► . ► ' . • ° TYPICAL PEDESTRIAN GUARDRAIL CONNFCTIOiN"DFTAII, 6- r' MAX. SANG LAYING COURSE SWI-01 ACCEPTABLE GF.NERAI, NOTES: TRAFFIC RATED PAYER MATERIAL ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION SIDEMTALK PAVER SECTION SHALL BE ADEOUATELY BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL GROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS IS PRESENT. BLOCK SOO WILL BE REOUIREO. BARED AREAS SHALL BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE. APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR. ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SET AFTER EVERY RAIN" rr- Irr Lj :* VARIES jr 4' 3 y CREEK SPACE SIDEWALK S DETECTAKE `L rlol '.'i• tar WARt" PROPERTY LNE _ ** 2Y t10' CURB RICKS) Cry_ \ • - _ 21-V 920' CURB RADIl15) + ° 15.5' 425' CURB RADFJS) PP \ '• CROSS SLOPE NOT TO EXCEED Y '� 2x OR BE LESS THAN IX ON ANY \ 71 m POINION OF RAMP OR TRANSITIONSTR W TO CONCRETE SIDEWALK r-2-r rr-- 6�_1 *>~ ® VARIES r 4' SmDEWALK EMM j Alp ;,. 12.1 Z" DETECTABLE SWARNM URF ACE PROPERTY LINE ?J %P b 3 * * 23' 11D' CURB RAD4JS1 \ 21.T (20' CURB RADRJS) 16.5' (25' CURB RADIUS) 1 � CROSS SLOPE NOT TO EXCEED I :� •" 22 OR BE LESS THAN Tx ON ANY PORTION OF RAJA OR TRANSITION TO STREET 8' 5'/6' SIDEWALK AMBULATORY K SIDENVALK AMBULATORY RAMP AT STREET INTERSECTION SW3-0RAMPRAP AT STREET INTERSECTION *CROSS SLOPE NOT -To EXCEED 2x OR BE LESS THAN 1!. ON ANY PORTION OF RAMP OR TRANSITIONN ALONG MINOR COLLECTORS AND LARGER T ACCEPTAB E TRAFFIC RAKED 8'-0"WARES-� PAVER MATERIAL ; �- 21 MAX. SEE NOTE 4 SEE NOTE 3 28-DAY CONCRETE -3 BARS 0 12" O.C.E.W. OR STRENGTH - 3000 psi -4 BARS to 18" O.C.E.W. (4" THICK MN.) SEE FINISH NOTE ALONG MINOR COLLECTORS AND LARGER F (Typ) TRENCH CRATE MAY ONLY SE ALLOWED WITH PRKiR APPROVAL FROM THE CITY ENGINEER AND WHERE THERE 15 NO OTHER STORM SEWER SYSTEM AVAILABLE. Lorne[ric TjeTT' SIDEWALK DRAINAGE TRENCH GRATE SW3-01 SW3-02 *CROSS SLOPE NOT TO EXCEED 27. OR BE LESS THAN 17 ON ANY PORTION OF RAMP OR TRANSITION TO STREET / TO STREET / TO STREET / 4- y y y y y PROPERTY / / PROPERTY PROPERTY LINE / DETECTABLE LINE / DETECTABLE / DETECTABLE i i WARNING SURFACE /WARNINSSURRFAACE N y y SURFACE N y 8'SIDEWALK y yy yyy y yy N yN RAMP * 6' SIDEWALK : P* 5' SIDEWALK P* :•i �: L r LOP 1:12 AX. SLOPE M 3' EXPANSION JT, i SMOOTH BAR. 3• SMOOTH DOWEL BAR, 1/2" DNA X 16-. WITH 1/2" DIP. X 16" WITH EXPANSION JT. S CAP 0 12" O.C. CAP O 12" O.C. BACK SMOOTH DOWEL BAR. BACK (COATED W/HEAVY BACK 6* MIN. GREASE) W/HEAVY OF CURB 1/2" DIA X 16 WITH OF CURB 6' MIN. GREASE) OF CURB GREASE) 6' MIN. CAP 0 12- O.C. (COATED W/HEAVY GREASE) K SIDEMVALK AMBULATORY RAMP 6' SIDEAVALK AMBULATORY RAMP 5' SIDE«TALK AMBULATORY RAMP AT STREET INTERSECTION & DRIVES AT STREET INTERSECTION & DRIVES AT STREET INTERSECTION & DRIVES SW3-03 SW3-04 SW3-05 *CROSS SLOPE NOT TO EXCEED 2'/. OR BE LESS THAN 1/ ON ANY PORTION OF RAMP OR TRANSITION DETECTABLE WARNING SURFACE Nu ~ Ig � W LANDING OoO'oo0o0 4- MAX. c a o o:o 0 0 oa:a. Z AND ND USUAL 00.0'pa000C- ooaoa0000 6" MIN" FACE OF 10- MAX" CURB TYPICAL. PLACEMENT OF DETECTABLE WARNING SURFACE ON LANDING AT STREET REET EDGE SW2-00 5 c a _ ,4 Landing au 0� o Detectable worning surface EDomes to run parallel to pedestrian travel) 4" Max and Usual ei00000900 p 6 a0000$000- -,-,Side flare lV E .0'0aa0. 004D :Oaa.0:0:0'O.O:a (T icol) Yp 6" min Face of 10" max curb TYPICAL PLACEMENT OF DETECTABLE WARNING SURFACE ON SLOPING RAMP RUN S_\'V2-01 15 5.. 5' LANDING 4 O'V a= v 2 V \SiDEFL W 1:10 SLOP N MAX. (TYPICAL) I I Face of ETYPICAL) �-�E 4' RAMP WIDTH I tTYPICAL) curb (TYPICAL) TYPICAL AMBULATORY RAMP «'/ FLARED WINGS 2 GENERAL NOTES FOR DETECTABLE WARNINGS PEDESTRIAN FACILITIES 1. CURB RAMPS MUST CONTAIN A DETECTABLE WARNING SURFACE THA GENERAL NOTES CONSISTS OF RAISED TRUNCATED DOMES COMPLYING WITH SECTION 4.29 OF THE TEXAS ACCESSIBILITY STANDARDS (TAS). THE 1. ALL SLOPES ARE MAXIMUM ALLOWABLE. THE LEAST POSSIBLE SLOPE THAT WILL SURFACE MUST CONTRAST VISUALLY WITH ADJOINING SURFACES. STILL DRAIN PROPERLY SHOULD BE USED. ADJUST CURB RAMP LENGTH OR GRADE INCLUDING SIDE FLARES. FURNISH DARK BROWN OR DARK RED OF APPROACH SIDEWALKS AS DIRECTED. DETECTABLE WARNING SURFACE ADJACENT TO UNCOLORED CONCRETE. UNLESS SPECIFIED ELSEWHERE IN THE PLANS. 2, LANDINGS SHALL BE A 5' X 5' MINIMUM WITH A MAXIMUM 2X SLOPE IN ANY 2. DETECTABLE WARNING SURFACES MUST BE SLIP RESISTANT AND DIRECTION. NOT ALLOW WATER TO ACCUMULATE. 3. MANEUVERING SPACE AT THE BOTTOM OF CURB RAMPS SHALL BE A MIN -MUM OF 3. ALIGN TRUNCATED DOMES IN THE DIRECTION OF PEDESTRIAN 4' X 4' WHOLLY CONTAINED WITHIN THE CROSSWALK AND WHOLLY OUTSIDE TRAVEL WHEN ENTERING THE STREET. THE PARALLEL VEHICULAR TRAVEL PATH. 4. SHADED AREAS ON SHEETS 3 AND 4 INDICATE THE 4, MAXIMUM ALLOWABLE CROSS SLOPE ON SIDEWALK AND CURB RAMP IS 2Z. APPROXIMATE LOCATION FOR THE DETECABLE WARNING SURFACE FOR EACH CURB RAMP TYPE. 5. CURB RAMPS WITH RETURNED CURBS MAY BE USED ONLY WHERE PEDESTRIANS WOULD NOT NORMALLY WALK ACROSS THE RAMP. EITHER BECAUSE THE ADJACENT 5. DETECTABLE WARNING SURFACES SHALL BE A MINIMUM OF 24" IN SURFACE IS PLANTING OR OTHER NON -WALKING SURFACE OR BECAUSE THE SIDE DEPTH IN THE DIRECTION OF PEDESTRIAN TRAVEL, AND EXTEND THE APPROACH IS SUBSTANTIALLY OBSTRUCTED. OTHERWISE. PROVIDE FLARED SIDES. FULL WIDTH OF THE CURB RAMP OR LANDING WHERE THE PEDESTRIAN ACCESS ROUTE ENTERS THE STREET. 6, ADDITIONAL INFORMATION ON CURB RAMP LOCATION. DESIGN. LIGHT RELECTIVE VALUE 6.DETECTABLE WARNING SURFACES SHALL BE LOCATED SO THAT THE AND TEXTURE MAY BE FOUND IN THE CURRENT EDITION OF THE TEXAS ACCESSIBILITY EDGE NEAREST THE CURB LINE IS A MINIMUM OF 6" AND A STANDARDS (TAS) AND 16 TAC 668.102. MAXIMUM OF 10- FROM THE EXTENSION OF THE FACE OF CURB. DETECTABLE WARNING SURFACES MAY BE CURVED ALONG THE 7. TO SERVE AS A PEDESTRIAN REFUGE AREA, THE MEDIAN SHOULD BE A MINIMUM CORNER RADIUS. OF 5' WIDE. MEDIANS SHOULD BE DESIGNED TO PROVIDE ACCESSIBLE PASSAGE OVER OR THROUGH THEM, 7. ACCEPTABLE PAVER MATERIAL SHALL BE CLAY. VITRIFIED POLYMER COMPOSITE. PRECAST POLYMER CONCRETE. S. CROSSWALK DIMENSIONS. CROSSWALK MARKINGS ARID STOP BAR LOCATIONS SHALL BE AND CONCRETE. AS SHOWN ELSEWHERE IN THE PLANS, AT INTERSECTIONS WHERE CROSSWALK MARKINGS ARE NOT REOUAREO, CURB RAMPS SHALL BE AL04ED WITH THEORETICAL CROSSWALKS.OR AS DIRECTED BY THE ENGINEER. 9. EXISTING FEATURES THAT COMPLY WITH TAS MAY REMAIN IN PLACE UNLESS OTHERWISE SHOWN ON THE PLANS_ 10. HANDRAILS ARE NOT REOUIRED ON CURB RAMPS. PROVIDE CURB RAMPS WHEREVER ON ACCESSIBLE ROUTE CROSSES (PENETRATES)A CURB. 11. SEPARATE CURB RAMP AND LANDINGS FROM ADJACENT SIDEWALK AND ANY OTHER ELEMENTS WITH PREMOLD OR BOARD JOINT OF 3/4- UNLESS OTHERWISE DIRECTED BY THE ENGINEER, 12, PROVIDE A SMOOTH TRANSITION WHERE THE CURB RAMPS CONNECT TO THE STREET. 13. FLARE SLOPE SHALL NOT EXCEED 107. MEASURED ALONG CURB LINE, - - - _ 0000r 4 O O O O I - _� DFTFC7'ABLF_ T1'A' RNING P9 TrF.R O / lV GENERAL NOTES (PAVERS) FURNISH DETECTABLE WARNING PAVER UNITS MEETING ALL REQUIREMENTS OF ASTM C-936. C-33. LAY IN A TWO BY TWO UNIT BASKET WEAVE PATTERN OR AS DIRECTED. LAY FULL-SIZE UNITS FIRST FOLLOWED BY CLOSURE UNITS CONSISTING OF AT LEAST 25 PERCENT OF A FULL UNIT CUT 4 e DETECTABLE WARNING PAVER UNITS USING A POWER SAW. 0 s T; onding IL 0y,- NO.3 REBAR AROUND PAVER INSET aningq uncatedDETECTABLE WARNING PAVER WITH e r4" Max EXPANSION JOINT TRUNCATED DOME SURFACE and UsualAS &pover REQUIRED r' MORTAR BEO - SHALL CONFORM TO SIDE FLARE APPLICABLE SPECIFICATIONS ;�a no' (TYP) CONTROL JOINT PERMISSIBLE � a � � a AS►�IMJ11fAl - - s s s ¢'- �' a =1=1I®!i �:s�!_1gmf1 M. \.Face of curb TRUNCATED DOITIFPyl77T V CURB RAW DETECTABLE WARNING PAVER MIN. 4- No. 3 REBAR AT 18" (MAX,) ON -CENTER BOTH WAYS CLASS A CONCRETE-;�SHALL - CONFORM SEMONA A SNV2-03 In z 0 Cn w Of CITY OF BRYAN The. Good Life, Texas Stile." DRAWN BY: C.L.M. DATE: 01-01-09 SCALE: N T S APPROVED: W. P. K. FIGURE: a w \.Face of curb TRUNCATED DOITIFPyl77T V CURB RAW DETECTABLE WARNING PAVER MIN. 4- No. 3 REBAR AT 18" (MAX,) ON -CENTER BOTH WAYS CLASS A CONCRETE-;�SHALL - CONFORM SEMONA A SNV2-03 In z 0 Cn w Of CITY OF BRYAN The. Good Life, Texas Stile." DRAWN BY: C.L.M. DATE: 01-01-09 SCALE: N T S APPROVED: W. P. K. FIGURE: a w NOTE GENERAL NOTES: Jam' 1. VALVE EXTENSION TO BE USED 1. FINELY DIVIDED EARTH FREE OF ROCK, LUMPS AND CLODS EXCEEDING 6" 1 ,ia 24" X 24" X 6" ONLY WHEN TOP OF GATE VALVE SHALL BE PLACED BY HANO.ANO COMPACTED AROUND THE CAST IRON PIPE STANDARD FIRE HYDRAN I 28-DAY CONCRETE IS FINDEEPER �TAHAN 5 FEET FROM TO A DEPTH OF 12" OVER THE TOP OF THE PPE BEFORE BACKFILL IS BEGUN GATE V VE Wll STRENGTH a 2000 psi BY ANY MECHANICAL EQUIPMENT. WIVALVE. 0, D Il f WTH -4 BAR AROUND 2. ALL VALVE OPERATING NUT 2. ALL CONCRETE BLOCKING SHALL BE - 28 DAY CONCRETE STRENGTH - 20Q0psi. WATER LINE- - ALL VALVE BOX. EXTENSIONS ARE TO BE MADE AS REOUiREO �j + OFSTEEL SIZED E ASWITI NOTED l) 3. ALL THRUST BLOCKING SHALL PROVIDE A MINIMUM OF 2 SQUARE FEET OF COATS OF METAL PAINT. BEARING AREA � CONCRETE ON UNDISTURBED SOIL. OR AS DIRECTED BY TEE OR TAPPING SLEEVE COPPERHEAD SNAKEPIT TEST THE ENGINEER. & MIN VALVE AS REOUIRED STATION (LIGHT DUTY) OR 3. EXTENSIONS SHALL BE A MINIMUM 4. WATER MANS WILL NOT BE FULLY PRESSURIZED UNTIL CONCRETE HAS I APPROVED EQUAL OF ONE (1)FOOT LONG. REACHED 7 DAY STRENGTH. AS 4. VALVE BOX LDS LOCATED ON REQUIRED TTIEITjA - A VALVES TO ISOLATE FIRE 5. ALL PIPE WILL BE LAD SO AS THE ENTIRE SARRELL WILL HAVE FULL SUPPRESSION ONES FROM PUBLIC BEARING ON THE FINE GRADED TRENCH BOTTOM. BELL HOLES SHALL I WATER LIDS SHALL BE AMPro BE CUT FOR EACH BELL AND FIRE HYDRANT. USA. LL562 LOCKABLE LID. 6. ALL FITTING SHALL BE MECHAMCL JOINTS UNLESS OTHERWISE DIRECTED. ANCHOR 900 BE 7. HYDRANTS SHALL BE LOCATED NO CLOSER THAN 3 FEET MEASURED FROM STAUNOARD FIRE HYDRANT �/ THE BACK OF CURB TO THE FACE OF THE STEAMER ON THE FIRE HYDRANT. WCVALVE BOX~ - a VALVE BOX PER SPECS. _ STANDARD FIRE HYDRAN COPPERHEAD SNAKEPIT UTY) TEST VALVE BOX PER SPECS WITH BOX 2" SQUARE AWWA NUT 3 STATION (LIGHT DUTY) OR EXTENSION AS NEEDED EXTENSION WITH APPROVED EOUAL FINISHEO.GRADE CENTERING COLLAR. A+; �A + ti TERMINATE 4' TO 5' O FROM TOP OF BOX, t- A 6•• A _ �. 6- x 2" SQUARE AWWA NUT AS Q•° - BURY LSE FIRE HYDRANT LOCATION EXTENSION WITH REALIGN AS NEEDED A CENTERING COLLAR. d i T TERMINATE 4' TO 5' } FROM TOP OF BOX. GATE vTTO. 6" DJ. OR C909 PPE °D 6- MJ ANCHOR STO. GATE VALVE MATM SS (MOLTS COUPLING AWWA C900 W/STAINLESS ' �, _ -_Q CON RETIE PEA GRAVEL - FILL 24" X 24" X 6" PRESSURE PIPE STEEL BOLTS SL KING TO 1FT.ASOVE (� $$-DAY CONCRETE WEEP HOLE STRENGTH . 2000 psi 14 go. INSULATED -.PVC OR DJ. PIPE No COPPER TRACER � THRUST BLOCK ., p WITH -4 BAR AROUND WiRE W/ALL SPLICES ALL VALVE BOX. MADE USING . APPROVED WATER TEE OR TAPPING BLOCK USING 12"x12"x4" TIGHT CONNECTORS "` SLEEVE & VALVE ECHANICAL JOINTS I PRECAST CONCRETE AS BLOCK AS DIRECTED. REQUIRED RETAINER CL WDS BLOCK T�IETTTA -A MIN. DIMENSION APPROX. , OR MEGA LUGS OK EQUAL TO ONE BAG OF W X t2" LITGRADEGLANDS SACKRETE BLOCK AS DIRECTED ROTAfEPTO FINAL OPTI0AAL GATF. VALVE BOA STANDARD FIRE HYDRANT ASSEMBLY wi-UO \V1-02 2" SQUARE x 2" HIGH COPPERHEAD SNAKEPIT TEST COAT LID WITH STATION (LIGHT DUTY) OR � REFER TO TECHNICAL SECTION 09 03 12 BLUE -ENAMEL PANT OPERATING NUT APPROVED EQUAL FOR TRACER WIRE INSTALLATION COPPERHEAD SNAKEPIT TEST .� �ROVEDLEEQQUAL�TY) OR M GROUND LEVEL -- VALVE OPERATING NUT�- EXTENSION THINESS STEEELi PLATE W/ 909CUT-OUT MAX. METAL DETECTOR TAPE TER X(STD.) "" u" METAL DETECTOR TAPE 48• MN LOW VOLTAGE DIRECT BURIAL TRACING WIRE ELECTRICAL WIRE CONNECTOR 1" OIA STEEL ROD 14go SOLID COPPE SQUARE SOCKET 2" DIA INSIDE 21/4" DEPTH TWO 3/8' SET SCREWS ON (1/8" MIN WALL EITHER SIDE TO LOCK THE OPERATING NUT. SCREWS TYPICAL UTILITY PPE TYPICAL. UTILITY PIPE THICKNESS) ARE TO BE FLUSH WITH OUTSIDE EDGE OF BOTTOM SOCKET. *TRACER WIJOM�ISTHEI PPETALLEO INS DEAD Eta DIRECTLY , VV SHALL BE TAPED TO THE PIPE AT INANE VALVE �T (�'�� EATEN S I V 1 MY INTERVALS. UTILITY PIPE LOCATION CATION MATERIALS g q� TRACER W�Y�NDH ENpEpFE�PE, COILEO A % SECURED FOR FUTURE CONNECTIONS <' ��%1-O 1 ", 1 _0 UNDISTURBED DIRT END OF LINE CAP/PLUG EDDNG SAID 24" MIN.PLAN VIET V . WMICT, onrn MOT .............-.. SELECT SECTIO,V A A NOTE. DIMENSION FOR CONCRETE VARIES WITH WATERLINE SIZE END OF LINE BLOCKING NOTE. I. EMBED COPPER LINE IN TAMPED SAND FROM BRONZE INSECT SCREEN UNDISTURBED SOIL TO 6" ABOVE AND ON BOTH W/S.S.HOSE CLAMP SIDES OF COPPER PPE. 2.PAYMENT FOR BD ITEM OF -AIR RELEASE VALVE" AR RELEASE/VACUUM SHALL INCLUDE ALL MATERIALS. AS SHOWN N BREAKER VALVE DETAIL. INCLUDING MAIN LINE TAPPING SADDLE. VALMATIC MODEL 101 0") 3. PPE SIZE SHALL BE 1- OR 2-. OR MODEL 102 (2") OR 4.SIZE OF LINES AND VALVES MAY BE MODIFIED BY APPROVED EQUAL THE ENGINEER HOT -BOX POLY ROX MODEL PHRi (1") WITH HEAT OR MODEL PHR2 t2") WITH HEAT OR APPROVED EQUAL 4" X 3' X 3' CONCRETE PAD (FOR I" PPE) 4" X 5' X 3' CONCRET PAD (FOR 2" PIPE) IRON PPE THREAD COMPRESSION FITTING AND BALL GATE VALVE W3-00 TYPE ­K11 COPPER TUBING TAPPING SADDLE W/ CORPORATION STOP. AIR RELEASE VALVE &VACUUM CHECK VALVE W3-02 PIPELINE NOTES: WARMING SIGN MAiN LINE 1. FURNISH AS SHOWN ON PLANS BLACK AND ON ALL VALVE SIGN POSTS. TEXT -�.� WARNING RUCTED 2 SIGNS TO BE FROM 20 GA STEEEELT BAKED ON ENAMEL FINISH. FURNISH ONE o• �" RROOUND POELIIC WARNING AND ONE VALVE SIGN o CONTACT THE DIV AND ONE POST FOR EACH VALVE o Q e BEFORE EXCAVATING INSTALLED AND AT OTHER I LOCATIONS AS SHOWN ON PLANS. YELLOW FURNISH SAME NUMBER OF o M. J. TEE BACKGROUND 14" REPLACEMENT SIGNS AS FOR EACH OR CROSS INSTALLED (OM1ITTING VALVE VALV NUMBER ON VALVE SIGN BLANK) 7^ NO. (NOT A SEPARATE PAY ITEM) 3• X 3' X 6" ' � 2- BLACK PRESSURE SENSITIVE NUMBERS CONCRETE SLAB I TO BE ADDED AFTER ° WHITE 10..--�I BASIC SIGN HAS BEEN BACKGROUND. PANTED. MJ PLUG ,�- PPELINE WARNING SIGN x.t VALVE IDENTIFICATION SIGN 4'-0'• b. 8 BLUE. HEAVY DUTY. WING VALVE BOX AND SHAFT EXTENSION CHANNEL POST 4•-0" CAST IRON VALVE BOX COVER 2' X W X 6" CONCRETE SLAB _7:1�2'X 4'X 6" CONCRETE SLAB •.O- NOT GREATER / THAN 45' %ACK FIL AMERICAN FLOW CONTROL TRENCH /• ell ADAPTER OR AN APPROVED EQUAL 6" AP W/RETA AT SEND AND GLAND LUG. \ JJJVJr� Juvrr� JJnJJr� THRUST BLOCK 'NOTE: RESTRAINED JOINT 6" M. J. ELL PLACED ON COMPACTION WITHIN LIMITS W/THRUST BLOCK UNDISTURBED SOIL INSTALL ANCHOR COUPLING OF ASSEMBLY SHALL BE 95Z AND REDUCER AS REQUIRED SASTM69DENSITY PER IN -LINE BLOW OFF ASSEMBLY tiV3-01 r'- - GALV. ELL GALV. NIPPLE j REMOVE AND DISCARD AFTER USE MJ PLUG VALVE BOX AND SHAFT EXTENSION 2- METER BOX WITH 1 1 EXIST. GRADE CAST IRON VALVE BOX COVER i CAST IRON LID i I� SCH- 40 GALV. PIPE -4•-0" r�rX 4' X 6" CONCRETE SLAB i� AFTER BLOW -OFF INSTALL MALE OUICK f AMERICAN FLOW CONTROL EXIST. GRADE �1 CONNECTION & CAP TRENCH ADAPTER OR AN APPROVED 4- APPROVED EQUAL BRASS BALL VALVE PIPE MATERIAL J TAPPED CAP BRASS THREAD PIPE WATER MAN BRASS ELL M1J TAPPED CAP .rcvrr- 8ONCRCCE�TH W CONCRETE PLACED ON DAN EiHNA BOAHCWt O UNDISTURBED DETAIL W3-00 MAN DTA.WCT BRASS APPLE 4i' END OF LINE 2" BLOW -OFF RISER BLOW -OFF W3-03 W3-0IL NOTE: USE POLYETHYLENE WRAP OR TOBETWEEN ECONCRETE EEPLUG PENTCONC CONCRETE STICKING TO PLUG, TEE SCHEDULE D rw THRUST tions) C 1111 A fit)t. VOLUME s 4 6 8 5.1 11.512.5 0.3 10 1 11 t.513.5 G -T H ` 1t77`eeVic 0 Y mQ r5$ POUR AGAINST UNDISTURBED EARTH TFF, THRUST BLOCK THRUST BLOCK NOTES- 1. ALL CALCULATIONS ARE BASED ON INTERNAL PRESSURE OF 200psiFOR 24- AND SMALLER INNER DIAMETER PPE. 2. ALL BEARING SURFACES OF THRUST BLOCKS SHALL BE PLACED AGAINST UNDISTURBED EARTH OR ROCK, 3. CONCRETE FOR BLOCKING SHALL BE ROOD psi. 4. DIMENSIONS MAY BE VARIED AS REQUIRED BY FIELD WHERE AND AS DIRECTED BY THE ENGINEER. THE VOLUME OF CONCRETE BLOCKING 'SHALL NOT BE LESS -THAN SHOWN HERE. 5. WATER MAN SHALL NOT BE PRESSURIZED UNTIL ALL CONCRETE BLOCKING HAS REACHED 1500psi. THRUST BLOCK DETAILS POUR CONCRETE AGAINST CONCRETE SHALL NOT UNDISTURBED EARTH EXTEND BEYOND JOINTS i X jP �4 nMIA- �Wi' Q POUR CONCRETE OU 0- Lf� � 7 OUaTAER AGAINST UNDISTURBED EARTH SF.CT10.,V,V =A' PLAA' TZE, TV HORIZONTAL THRUST BLOCK SCHEDULE KENO SIZE lift AL2.5 C tits E the G tilt VOLUME tc..t �, 6 8'• 5.0 1.5 0.9 2.7 .4 10.12' 6.5 1.5 1.2 4.0 1.0 45' {8" 2.0 1.5 0.9 1.5 0.2 12' 3.5 1.5 1.2 2.2 0.5 225. 68'• 1.5 1.5 1.50.90.8 0.1 10.12 2.0 2.5 1.5 1.2 1.1 0.3 6.8" t.0 1.5 1.510.910.410.1 11.25' 10.12' 1.5 1.5 1.5 1.2 0.6 0.1 TYPICAL HORIZONTAL THRUST BLOCK NOTES: 1. NO SPLICES N COPPER TUBING WiLL BE ALLOWED 4. MATERIAL USED SHALL BE AS SPECIFIED OR AN BRASS CURB STOP ; WITH PLUG (REF) BETWEEN THE SERVICE SADDLE AND THE CURB STOP APPROVED EQUAL. FOR SINGLE SERVICE OR BETWEEN THE SERVICE 5. ALL CONNECTIONS TO BE COMPRESSION TYPE. SADDLE AND THE WYE FOR DOUBLE SERVICE. 6. SERVICEARE TO 2, IT SHALL BE THE RESPONSIBILITY OF TtI: CONTRACTOR INSTALLED THE MAN LINE CONSTRUCTIONS ON. TO PRESSURE TEST LINE IMMEDIATELY AFTER THE STREET CROSSINGS HAVE BEEN INSTALLED. 7 METERS AND VALVE BOXES SHALL BE PLACED BY THE CITY UPON PAYMENT OF FEE. 3. MARK EACH SERVICE END WITH METAL -T- POST PAINTED BLUE. S. LOT CORNERS SHALL BE MARKED WITH A LATH UNDER VIFTVA -A THE SUPERVISION F A RPLS UPON COMPLETION OF O 6 CONSTRUCTION. DOUBLESERTIICF ONC. CURB & GUTTER ♦irrr 2' MN.-3' MAX. **SEE TECHNICAL SECTION 33 12 13 BALL VALVE -PAD 2' MIN. -WITH �� FOR MATERIAL REQUIREMENTS t2 FO/SERV. 4` ON. APPROVED SERVICE SADDLES A FOR DUCTILE AND PVC. OR YPE "K- COTAPPED iff FOR DOUBLE SERVICE) X 1^ BRASS WYE CORP STOP DOUBLE SERV.) TYPE K COPPER TUBING (SINGLE 1/2'• TYPE K COPPER TUBING (DOU1-1/2CUT-OFF BEFORE WYE WATER LINE (SEE NOTE 1) NEW WATER SERVICE (SHORTAIATD LOlN%G SIDE) W2-01 WATER STRUCTURAL BACKFILL AREA INCLUDES PPE ALL PAVED AREAS tSIDEWALKS. STREETS. ALLEYS. DRIVEWAYS.AND PARKING AREAS) AND SHALL EXTEND 5' BEYOND THE CURB LINE. STRUCTURAL SACKFILL SHALL BE CEMENT STABILIZED (OPTION NO.2 IN W4-03)OR EXCAVATED SOIL COMPACTED TO 98X MAXIMUM DRY DENSITY AS PER ASTM 0698 WITHIN OPTIMUM TO •4X WET OF OPTIMUM (OPTION NO. 1IN W4-02) PPE -JOINT W2-00 5' PAVEMENT AREAS ;SIDEIMi& f STRUCTURAL BACKFILL AREA W2-02 NEAREST BELL 6'8" TYP M� ,!DINT (TYP_ EA. END) r r dux T1IP� I. - t MIN. QR. J \� CARRIER PIPE CASING SPACER i-PC. PULL -ON WATER TIGHT NEOPRENE END SEAL W/ STN. STL. CLAMPS "APS- OR • PSr NOTE CASING SPACERS BAND CL AMP 4-RUNNER MIN. (THRU 24'DIA AT SPRINGLINE CASING) OR 6-RUNNER MIN. t24"-42- DiA. CASING) STAINLESS PROVE 4 STL. TYPE304t B" WOND E BA RUNNERS AT W/ POLYMER RUNNERS: CENTERED 4j- -BOTTOM OR NON-CENTEREO:CLEAR BELL. M3 RESTRAINED FROM FLOTATION: NSUI.ATED: -APS. INC.. MOD SSiB" OR-CASCADE- \-STEEL CASING -ADJUSTABLE TOP RUNNERS TO MAINTAIN P' MAX CLR. wx STEEL CASING - - 8•' WIDE BAND STAINLESS STEEL (TYPE 304) -NEOPRENE INSULATION SLEEVE BETWEEN PPE AND BAND ILYMER RUNNER (TYP) CASING DETAIL NOTE: VALVE I. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING SEE CITY NE BOX STANDARD SPECIFICATION FOR WATER AND SEWER LINE CONSTRUCTION 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. 3. DRY BORING IS REQUIRED. 4. PPE CROSSING A ROADWAY SHALL, BE INSTALLED ABOVE THE MAN IT TIES INTO WITH A BEND SUCH THAT THE CARRIER PPE CAN BE PULLED ABOVE THE PARALLEL LINE SHOULDER VARIES 5•-D" WIDTH OF PAVEMEN iMIN. I I I I MIN - GATE VALVE BE OPEN CUT I 3'-0" MIN. �- SIDEWALK MAY GATE VALVE 3'-0" BELOW DITCH FLOW LINE. ' OR BORED AS DHEE ENGINEER STEEL CASING AS REQUIRED CARRIER PPE ' STEEL CASING CARRIER PPE TYPICAL URBAN CITY STREET CROSSING 4-00 TYPICAL RURAL STREET CROSSING O SELECT MATERIAL MATERIAL EXCAVATED FROM THE DITCH. (WHICH IS FREE OF ROCKS. LUMPS. CLODS. OR DEBRIS LARGER THAN TWO (2) ORIGINAL GROUND OR ORIGINAL GROUND INCHES IN THE LARGEST DIMENSION), COMPACTED TO A BOTTOM OF SUB -GRADE PLACE METAL DETECTOR IN FUTURE STREET MINIMUM OF 9OX. OF MAXIMUM DENSITY AS DETERMINED BY IN FUTURE STREET AREA AREA PLACE METAL DETECTOR ASTM 0698 (STANDARD)AT A MOISTURE CONTENT WITHIN TAPE AT A MINIMUM OF 24" TAPE AT A MINIMUM OF 24^ ABOVE TOP OF PIPE ABOVE TOP OF PPE OPTIMUM TO •4X OF OPTI,(UM UNDER NON-STRUCTURAL AREAS 6e... YARDS. PASTURES, EASEMENTS) AND TO A MINIMUM OF 98X OF MAXIMUM DENSITY AS DETERMINED BY ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN OPTIMUM( TO 4X OF OPTIMUM UNDER NEW STREET ® SELECT MATERIAL AND PAVEMENT AREAS. �- OA SELECT MATERIAL `• OCCEMENT STABILIZED SAND 6"-12" © (MANUALLY GRANULAR MATERIAL 6"-12" B (MANUALLY CONSOLIDATE MATERIAL SHALL BE BANK RUN RIVER SAND WHICH IS FREE 1 AT OPTIMAUM OF DETRIMENTAL QUANTITIES OF CLAY. DEBRIS. OR ORGANIC ) �Ai CONSOLIDATE MOISTURE) MATERIAL AND WHICH, WHEN TESTED BY STANDARD 4- LABORATORY METHODS. MEET THE FOLLOWING REQUREMENTS: hK)ISTURE) MAXIMUM LIQUID LIMIT 45 4" UNDISTURBED SOIL MAXIMUM PLASTICITY INDEX 15 UNDISTURBED Sal J PPE MAXIMUM PERCENT PASSING N0 240 SIEVE 35 A PPE O.D. MINIMUM PERCENT PASSING 3/4" SIEVE 100 O.D. THE MATERIAL SHALL BE FREE FLOWING AND WHEN WET. SHALL 6" MIN./12- MAX. NOT ADHERE TO FORM A BALL WHEN PRESSED IN THE HAND. 6" MIN./12- MAX. 0M0NNO. I ()C CEMENT STABILIZED SAND OPTIL��TNCB 2 BEDDING AND TRENCII FOR DI PIPE & PVC PIPE WITIIIN NON-STRUCTURAL OR NEW PAVED AREAS WATER LINE NOTE., 1. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING SEE CITY STANDARD SPECIFICATION FOR WATER AND SEWER LINE CONSTRUCTION 2. STEEL CASING RRSHA.L BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. S 3. THE ITV ENGINEERO' WET BORING ALLOWED ONLY WHEN .APPROVED 8Y 4. PPE CROSSING A ROADWAY SHALL BE INSTALLED ABOVE THE MAN IT TIES INTO WITH A BEND SUCH THAT THE CARRIER PPE CAN BE PULLED ABOVE THE PARALLEL MAN. 2'-0- MIN. ENCASEMENT 2'-0" MIN. OPEN CUT OPEN CUT LIMITWIDTH OF PAVEMENTT-1- LIMIT W2-03 vEVE BOX W4-01 rM NOTES: 1. FOR BEDDING AND TRENCHING WITHIN ALL PAVED AREAS SEE DETAKS FOR OPEN CUT STREETS. 2' ALL IN EDC°iCORNG DANCE TWITH TANNSIION / WWA STANDARDS DS SHALLPVC PIPE FOR PVC PIPE. 3. ALL BEDDING & INSTALLATION OF DUCTILE IRON PIPE SHALL BE IN ACCORDANCE WITH ANSI/AWWA CiSO/A21.50 4. �2=ACCTION SHALL BE ATTAINED BY MECHANICAL 5. RELATIVE COMPACTION SHALL BE TESTED IN THE PRESENCE OF THE CITY ENGINEER. 6. DUST RESULTING FROM THE CONTRACTORS PERFORMANCE OF THE WORK, EITHER INSIDE OR OUTSIDE THE RIGHT-OF-WAY. SHALL BE CONTROLLED BY THE CONTRACTOR. 7. ALL TRENCHES SHALL BE BACK FILLED AND TEMPORARY PAVING OR PLATING PLACED AT THE END OF EACH WORKING DAY.- 8. SEE "OPEN CUT DETAILS" ST4-00. ST4.01 & ST4.02. 9.EVERY 100 FEET PROVIDE A WATER STOP BLOCK COMPOSED OF CEMENT SAID OR NATIVE MATERIAL DEPENDING ON EMBEDMENT. BLOCK SHALL BE 6 FEET IN LENGTH. NO BEDDING SAND IN THIS AREA CITY OF BRYAN 771e C;ocxll rle, Teas Sly W4-02 GENERAL NOTES: ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEOUATELY BLOCK SODDED OR HYDROMULCHEO AND WATERED UNTIL GROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS IS PRESENT. BLOCK SOD WILL BE REQUIRED. BARED AREAS SHALL BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE. APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR. ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RAN. ESTABLISHMENT OF VEGETATION MAY BE A WARRANTY ITEM. DRAiIN BT: C.L.M. DATE: 01-01-09 SCALE: N T S APPROVED: W. P. K. FIGURE: NOTE: NOTES: MANHOLE BASE SHALL BE PLACED ON FIRM SUBGRADE. L A MAX. OF 4 AND A MIN. OF 2 THROAT RINGS 4. MANHOLE LOCATION AND COMPACTION AS FOLLOWS: ADDITION OF CEMENT STABILIZED SAND OR GRAVEL SHALL BE USED AT EACH MANHOLE N NEW LOCATION COMPACTION REQUIREMENT MAY BE REOUIEO TO STABILIZE FOUNDATION, OR EXISTING RIGHT-OF-WAY_ PAVEMENT - - - - - - - -98 Y. STANDARD PROCTOR - ASTM D 698 2. USE ApEKA SEALANT OR APPROVED EQUAL LANDSCAPE AREA- - - - 90 Y. STANDARD PROCTOR - ASTM 0 698 BETWEEN RING/COVER, ADJUSTMENT RINGS AND CHIMNEY OR CORBEL/CONE SECTION. 5. NO RINGS ARE REQUIRED OUTSIDE OF 3. MANHOLE BASE THICKNESS AND FOUNDATION STREET RIGHT-OF-WAY AS FOLLOWS: 6. IN FLOODPLANS OR AREAS OF CONCENTRATED MANHOLE DEPTH (FT.) BASE THICKNESS FLOW, THE CONE SHALL EXTEND (FOOT ABOVE 0 - 12 _ _ _ _ _ _ _ _ _ _ . 8" THE BASE FLOOD ELEVATION OR A BOLT DOWN WATER -TIGHT RING AND COVER SHALL BE USED, 12 AND OVER - - - - - - - - - 12" VENTED WHERE REOtIREO. 7. WARNING SIGN ONLY TO BE PLACED WHERE SEWER CROSSES OPEN FIELDS. STD. DUCTILE IRON MANHOLE COVER - MANHOLE DIA. MAN SIZE 4 FT 08in. 5 FT 2tBin, <30in. 6 FT 236Nn, SEWER SIGN MANHOLE SIGN= (SEE DETAIL S3-05) EE NOTE 7. W-0" AND FRAME (30" CIA. OPENING) - OR EQUAL SEC'IIONA t2" MAX. �- SEE NOTE t SEE NOTE L i2" MAX.. t -A . , 2'-0" 2 -6" PRECAST REINFORCED 2'-6" VARIES CLASS "A CONC. CONIC. MANHOLE SECT. 3000 PSI IN 28 DAYS ASTM DES. C-478 I VARIES BACK FILL AROUND MH SHALL 8'GREEN. HEAVY DUTY, STANDARD CLEANOUT VARIES (SEE TABLE) BE AS PER NOTE 4. VARIES WMC CHANNEL POST .� STANDARD CROSS PLUG 9 " MIN. r- 5. MN (SEE TABLE) RUBBER -GASKET JOINTS 5„ MN MORTAR L SEALANT 24" MN. VARIES 24" MN. STABILIZED p . " -�{ ,9 INSIDE AT ALW/ SAND AS SAND *INVERT - 3/4 DIAMETER OF PIPE PLIiG r"~ MIN STANDARD CROSS 4-�{ �' LIP TO 24". 24" AND LARGER „rnT i 2•-0" SHALL BE FULL DEPTH INVERTS. -0" VARIES31 �_ BASE A vim,' A WATERSTOP-PPECONX ADAPTER •4 BARS, 8" O.C.E.W. •4 AND 900 BEND ARES 90• BEND MANHOLE SEAL. OR APPROVED EQUAL. t2 EO'D) NOTE=DEPTHS GREATER THAN 12' WATERSTOP-PPECONX BARS BENT Q 90• TIED TO WALL AND BASE. /-4BARS. ' 6" MANHOLE ADAPTER SEAL, WILL REOUIRE 2 MATS OF APPROv EQUAL. S" O.C.E.W. SEE BASE , r.:: c•- REINFORCING STEEL IN THE tZ NOTE: DEPTHS GREATER THAN 12' NOTE FOUINDATK) BASE. TIN THE REINFORCING STEEL BASE. CASTIhT-PLACE1fTA11rIIOl'E v4 BARS, 8- O.C.E.W. -- DEPTHS MAA,NHHOLE AADAPPTTER°NSEAL. PRECASTJ1L4N7I0LE, GREATER THAN 12 FEET WILL REOUE OR APPROVED EQUAL. 2 MATS OF REINFORCING STEEL IN THE (2 EQ'D) BASE STANDARD DROP MANHOLE STANDARD MANHOLE NOTE: CAP CLEAN -OUT AT BLIND FLANGE ON =S1-02 RESTRAINED JOINT FOR FORCE MANS. PVC CROSS NOTES: PVC PLUG WITH HALF MOON 1. r' DIA. "STARTER" HOLES SHALL BE DRLLEO THROUGH WALL OF CAST -IN -PLACE MM1 CUT OUT Of IT - TO FORM PIPE O'�' REMOVE INVERT AS REOURRED EXISTING MANHOLE SPACED 3­ APART CENTER TO CENTER. SEE DETAIL (STO) FOR�4 AND NEW INVERT FOR NEW AFTER "STARTER" HOLES HAVE BEEN INSTALLED AND APPROVED DAM HALF THE PIPE DIA. BY A CITY NSPECTOR. THE CONTRACTOR SHALL BEGIN REMOVING OF MH PERIPHERAL LINE. NEW INVERT SHALL O ~STARTER" HOLES HAVE SMOOTH TRANSITION THE CONCRETE INSIDE THE PERIPHERAL "STARTER"HOLES. (SEE NOTE 1.) INTO EXITING INVERT. REWORK CONCRETE SHALL BE REMOVED WITH PNEUMATIC HAND TOOLS. PVC POE ONE SIZE EXISTING INVERT AS EOUIRED. 2. THE NUMBER OF EBAR DOWELS SHALL VARY WITH SIZE OF GROUT- SMALLER THAN OPENING. EBAR SHALL NOT BE SPACED MORE THAN 12" CC. PIPE INLET 3. WATERSTOP SHALL BE INSTALLED IN STRICT ACCORDANCE WITH 1.3/4- STAINLESS OPENING CREATION DETAIL NON -SHRINK MANUFACTURERS REOUIEMENTS. SEE PRwitE �pR PIPE STEEL SANDS A GROUT 4• CONCRETE SHALL BE 3.000 P.S.I. yZE. m AWD i ELEv (TYP) 5/8- STAINLESS STEEL 45• ELBOW CONCRETE SYNKOLEPRF BOLTS W/ EXPANSION tTURN W/FLOW r-0 BLOCK ANCHORS -& GROUT IN -PLACE) -3 REBAR t14-LONG) wATERSrOP,tM APPROVED EQUAL.(SEE NOTE 3.) tTYP) EMBEDDED AND 2t1 EPDXYED INTO MANHOLE WATERSTOP - PIPECONX WALL 3". (SEE NOTE 2.) MANHOLE ADAPTER SET ELEVATION EOUAL TO t PIPE O.pp. SEAL, OR APPROVED PIPE t TOP OF LARGEST PIPE IN MW SEE PLAN OR PpOriE FOR IONIC IONICEV ) PLUS IN3" EOUAL. (2 O'D) PLUS • •�� SIZE. TYPE AND IRV EL 1 CONNECTION DETAIL SECTION VIEW MANHOLE ADAPTI ZMANHOLE CONNECTION DETAIL B.] OR APPROVEC CHANNEL FORKD N CONC.BASE 6 It+ INVERT INSIDE DROP MANHOLE STANDARD MANHOLE TIE-IN CONNECTION DETAIL SECTION VIEW sioll 11p__y NOTE: L WHERE DOUBLE WYE SERVICE ELEVATION IS LESS THAN 2'-7- BELOW PROPOSED BACK OF CURB. MIN. SLAB ELEV. MUST BE SET TO ALLOW SANITARY SEWER SERVICE. 2. MARK EACH SERVICE END WITH METAL "T" POST PAINTED GREEN. 3. ALL SERVICE CONNECTIONS WITHIN THE R-O-W SHALL BE ASTM D3034 SDR26 WITH CASKETS. 4. ALL SERVICE CONNECTIONS & EXTENSIONS ARE TO BE INSTALLED WITH THE MAIN LINE CONSTRUCTION. 5. A CLEAN OUT IS REQUIRED AND WILL BE INSTALLED BY THE PLUMBER AT THE ROW FOR EACH SERVICE. 6. eTSTRUCN�IROSN SHALL BE MARKED WITH A LATH UNDER THE SUPERVISION OF A RPLS UPON COMPLETION OF T SIDEWALK O i 1 3.5' MAX. tSEE NOTE 1.) I 1 2.0' 2' PVC (SEE NOTE 3) STD.450PVC BEND 1 1 7 `TEE WYE SERVICE FITTING ASTM 03034 WR26 PIPE (SEWER WYE AND 1i8' BEND) - STD. PVC COUPLING W/GASKETS Q1.Ox MIN. (PPE IS NOT TO BE PLACED SEWER LINE HORIZONTALLY) PROFILE SEWER SERVICE LINE CROSSING 4•' PVC EXTENSION W/PVC CAP (SEE NOTE 3) PVC WYE WITH PVC CAP (SEE NOTE 3) Ark Creek IL O.0 E PLAN CONC. CURB & GUTTER (TYPICAL) SEE NOTE 5--< SIDEWALK / 3.5' MAX. OR AS DESIGNED WATER LINE (SEE NOTE L) _(MIN. 4' BURY) PVC (SEE NOTE 3) DESIRABLE SEWER LINE W/ CASING TYPICAL CONCRETE CAPPING DETAIL 53-04 4' NEAREST BELL JOINT (TYP, 2.0' EA. END) 4T1 a; TYP. , uA2u 2' TYP­•I I-- 'e-- r W. CLR. 13 CARRIER PPE \\1� STEEL CASING CASING SPACER 0 /-PC. PULL -ON WATER 'r TIGHT NEOPRENE ENO ADJUSTABLE TOP RUNNERS SEAL W/ STN. STL. TO MAINTAIN r' MAX CLR. ` CLAMPS •'APS" OR 3a J\\/ •PSI" MAX NOTE- CASING SPACERS BAND CLAMP STEEL CASING 4-RUNNER IWN.(THRU 24'0IA AT SPRNGLNE 8- WIDE BAND STAINLESS CASING)OR 6-RUNNER MN. STEEL (TYPE 304) \ (24--42- DIAL CASING) STAINLESS PROVIDE 4 STL. TYPE304.8- WIDE BAND NEOPRENE INSULATION SLEEVE C/ W/ POLYMER RUNNERS. CENTERED RUNNERS AT 45• BETWEEN PIPE AND BAND OR NON-CENTEREO;CLEAR BELL. BOTTOM uN RESTRAINED FROM FLOTATION: POLYMER RUNNER (TYP) INSULATED: "APS. INC.. MOD SSW' "CASCADE" CASING DETAIL S3-01 3 to 2'-0- MIN. MACHINE BORING 2'-0- MIN. OPEN CUT tTUNNELNG) OPEN CUT 2.0 LIMIT WIDTH OF PAVEMENT LIMIT 3'-0" MN. SIDEWALK MAY BE OPEN CUT OR BORED AS DIRECTED BY STEEL CASING THE ENGINEER AS EQUIREO CARRIER PPE FORNOTE: INFATION ON WATER_ ANDS3-00 1. SEE CITTYYEAN STDARD SPECIFICATION FOR WATER SEWER ANDCROSSING SEWER LINE CONSTRUCTION. 2. STEEL CASING SHALL BE AS SPECIFIED N THE TECHNICAL SPECIFICATIONS. NOTES: 3. DRY 80RNG PREFERRED, WET BORING ALLOWED ONLY WHEN APPROVED BY THE CITY ENGINEER. 1. FURNISH AS SHOWN ON PLANS TYPICAL URBAN CITY AND/OR AT EACH MANHOLE WHERE SEWER LINE CROSSES OPEN FIELDS TEXTBLACK /� WARNING CONSTRUCTED 2. FRO 20 BEBAKED °ON ENAMEL FINISH. FURNISH ONE 10„ UNDERGROUND SEWER ONE SIGN AND ONE POST CONTACT THE CITY FOR EACH MANHOLE INSTALLED BEFORE EXCAVATING ACROSS OPEN FIELD AND AT OTHER LOCATIONS AS SHOWN ON PLANS. YELLOW FURNISH SAME NUMBER OF BACKGR 14, REPLACEMENT SIGNS AS FOR EACH INSTALLED (OMITTING MANHOLE T_ MANHO E NUMBER ON MANHOLE SIGN) NO. (NOT A SEPARATE PAY ITEM) 7- N t I �) "-2- BLACK PRESSURE SENSITIVE NUMBERS I TO BE ADDED AFTER WHITE 10"---�I BASIC SIGN HAS BEEN BACKGROUND. PAINTED. SEWER WARNING AND MANHOLE IDENTIFICATION SIGN 53-05 STREET CROSSING 2 MACHINE BORING (TUNNELING) SHOULDER SHOULDER VARIES VARIES y-p'• WIDTH OF PAVEMENT 5'-0" MIN. MIN. 3'-0- BELOW DITCH FLOW LINE. NOTE: STEEL CASING CARRIER PPE 1. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING SEE CITY STANDARD SPECIFICATION FOR WATER AND SEWER LINE CONSTRUCTION. 2. STEEL CASING SHALL HE AS SPECIFIED N THE TECHNICAL SPECIFICATIONS. 3. DRY BORING IS EOUI2ED. TYPICAL RURAL STREET CROSSING S3-U13 4" PVC EXTENSION GENERAL NOTES: NOTE: W/PVC CAP (SEE NOTE 3) METER BOX OR STANDARD 1. WHERE DOUBLE WYE SERVICE 2'0 } CLEAN -OUT BOOT ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED ELEVATION IS LESS THAN 2'-7- PVC WYE WITH BY CONSTRUCTION SHALL BE AOEOUATELY BLOCK SODDED OR HYDROMULCHED CAB R PROPOSSLAB ED BACKV. iK O PVC CAP EIN WATERED UNTIL GROWTH IS ESTASLISDD. DEVELOPED AREAS WHERE BE SET TO ALLOW SANITARY BE NOTE 3) oW GRASS IS PRESENT.BLOCK SOD WILL BE EOUNRED. BARED AREAS SHALL BE SEWER SERVICE. 1 a SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE. 2. MARK EACH SERVICE END WITH APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE METAL -T•• POST PANTED GREEN. ENTIRE TIME THAT EARTH HAS BEEN BARED BY CONSTRUCTION AND SHALL 3. ALL MATERIAL SHALL BE ASTM Ip STAY N PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED D3034 SOR26 W/ GASKETS I& AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR. 4. A CLEAN OUT IS REQUIRED 6- CLEAN OIJT STACK ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER AND WILL BE INSTALLED BY DIP OR PVC EVERY RAN. THE PLUMBER AT THE ROW FOR EARTH.SEE BEDDING FOR EACH SERVICE. SEE NOTE 4 AND TRENCH DETAIL ESTABLISHMENT OF VEGETATION MAY BE A WARRANTY ITEM. PL4A1 STRUCTURAL SACKFLL AREA INCLUDES ALL PAVED AREAS (SIDEWALKS. STREETS, ALLEYS, �\ DRIVEwAYS.AND PARKING AREAS) AND SHALL R-O-W OR EDGE OF EASEMENT "-2- CUSHION REOU>ItED EXTEND 5' BEYOND THE CURB LINE. STRUCTURAL CEMENT STABILIZED FOR ROCK, CONCRETE BACKFLL SHALL BE CEMENT STABILIZED (OPTION SAND AS SHOWN. NO.2 N S2-02) OR EXCAVATED SOIL COMPACTED B/C •E j j 5' VARIES NOT LESS THAN Y' TO 98X MAXIMUM DRY DENSITY AS PER ASTM D698 - WITHIN OPTIMUM TO -4X WET OF OPTIMUM �.v f777xi j 3.5' MAX. M (OPTION N0. 1 IN52-02) ,tJ� (SEE NOTE 1.) PVC tSEE NOTE 3) I �G ��`. PAVEMENT .AREAS (MN.1Y- SLOPE) STO.45• BEND ' 4V END 8/C VANES TINIHEK�HT 'j SbEWAMLIC 'O STANDARD CLEAN 5 $TD.4s• BEND OUT FOR MAIN LINE � SEE NOTE 4 STRUCTURAL BACKFILL AREA c, TEE WYE SERVICE S2-01 S2-0 FITTING (SEWER WYE AND 1/8' BEND) SELECT NATIVE �Y IN DTF,P C0jNTAT;C OAT PROf7IX O MATERIAL EXCAVATED THE °ITCH, (WHICH IS FREE OF FUAL TURE STREET INAL NDAREA ROCKS, LUMPS. CLODS, OR DEBRIS LARGER THAN TWO (2) INCHES N THE LARGEST DIMENSION). COMPACTED TO A MINIMUM OF 90X OF MAXIMUM DENSITY AS DETERMINED BY QA SELECT MATERIAL R-O-W OR EDGE OF EASEMENT ASTM 0698 (STANDARD) AT A MOISTURE CONTENT WITHIN OPTIMUM TO -4X OF OPTIMUM UNDER NON-STRUCTURAL SELECT MATERIAL �- AREAS (ie... YARDS. PASTURES. EASEMENTS) AND TO A 12" MIN. f- O CEMENT STABILIZED NO MINIMUM OF 981 OF MAXIMUM DENSITY AS DETERMINED ® (MANUALLY 12" MIN. VARIES BY ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN %•. CONSOLIDATE Q (MANUALLY OPTIMUM TO -4r OF OPTIMUM UNDER NEW STREET AND AT OPTIMUM CONSOLIDATE PAVEMENT AREAS. e `� MOISTURE) AT OPTIMUM( PIPE EIELL 6 LOw MOISTURE) 3.5'MAX. ® GRANULAR MATERIAL O.D. PP BELL (SERE NOTE 1.) MATERIAL SHALL BE BANK RUN RIVER SAND WHICH IS FREE I UNDISTURBED SOIL O.D. OF DETRIMENTAL QUANTITIES OF CLAY. DEBRIS.OR ORGANIC PIPE k- ! P �� UNDISTURBED SOIL PVC (SEE NOTE 3) IPE MATERIAL AND WHICH. WHEN TESTED BY STANDARD ,sl LABORATORY METHODS. MEET THE FOLLOWING REOUEMENTS: PLACE METAL DETECTOR O.D, (ARIA. 1X SLOPE) MAXIMUM LIOUID LNAT 45 6" MIN./t2" MAX. TAPE AT A MINIMUM OF 24" 6- MIN./12- MAX. MAXIMUM PLASTICITY .NDEX 15 ABOVE TOP OF PPE MAXIMUM PERCENT PASSING NO.200 SIEVE 35 2 0 MINIMUM THE MATERIAL ESHALL NT �BE FREE SING 4FLOEWNG AND WHEN WET SHALL OPTIONN0. I OPTIONNO. 2 NOT ADHERE TO FORM A BALL WHEN PRESSED N THE HAND. SEE NOTE 4 TEE WYE SERVICE © CEMENT STABILIZED SAID FITTING (SEWER TEE) STAI'VDARD COIV!'\'I;CTIOIVPROf'ILF NOTES: 1_ FOR MOM ANO TR£NCMNG WITMN ALL PAVED AREAS SEE OETAiLS FOR OPEN CUT STREETS. 2. ALL BEDDING & INSTALLATION OF PVC PIPE SHALL BE N ACCORDANCE TO ANSI/AWWA STANDARDS SANITARY SEVER FOR PVC PIPE, 3. ALL BEDDING & INSTALLATION OF DUCTILE IRON PPE SHALL BE IN ACCORDANCE TO ANSVAWWA C150/A21.50• BEDDING AND TRENCH SERVICE CONNECTION D �; Q� DT T D 4. COMPACTION SHALL BE ATTAINED BY MECHANICAL TAMPING. S FOR DI PIPE lX PVC C PIl E 5 EACH WORKING SHALL BE BACK FILLED AND TEMPORARY PAVING OR PLANING PLACED AT THE END OF 6. SEE "OPEN CUT DETAILS" 5T4-00.5T4-01,& ST4-02. 52-00 S2-02 NOTES: 1, EACH PIER SHALL BE COMPLETED N A SINGLE CONTINUOUS POUR. 2. CHAMFER EDGES 3/4'. 3. CONTRACTOR SHALL CONSTRUCT CONCRETE PIER TO A MINIMUM DEPTH OF W OR TO A DEPTH WERE A GOOD BEARING SOIL IS ENCOUNTERED. 4, ALL SHAFTS SHALL BE BORED VERTICALLY PLUM WITHIN 2" TOLERANCE. 5. ALL INFORMATION SHOWN IS CITY MINIMUM. ALL PIERS SHALL BE RESIGNED BY A PROFESSIONAL ENGINEER. PIER OtA. AS SHOWN ON PLANS PLAN # 4 BARHOOPS. 12- O.C. 3-CLEARANCE MtIN MUM SECTI(W A A PER DIAMETER VERTICAL STEEL #5 BARS 16- 8 24- 12 26" 14 30" 16 42" 1 24 4- WIDE X 3/8- THICK STAINLESS STEEL STRAP (PRIMED & PANTED) FORMED TO PERMIT SNUG TIGHTENING OF PIPE TO PIER (2 REOD. PER PIER) DUCTILE IRON PPE WRAP WITH ONE 1'• x 18" GALVANIZED -STEEL LAYER OF TAR PAPER ANCHOR BOLT SECURED TO TO PREVENT BONDING ( VERTICAL REINFORCING STEEL ,. X W;: A A F O US VERTICAL STEEL AS PER TABLE a W O #4 BAR HOOPS.12•, O.C_ io LJ No POUR CONC. AGAINST - (DISTURBED EARTH INTO HOLE TYPICAL CONCRETE DRILLED PIER FOR AERIAL SEWER 2" I5tmm] LETTERING - LETTERING STYLE: 80OKMAN OLO STYLE 1- [25mm] DIA Il o� \FIANII NC HOLE 1" [25mm] DIA HANDLING HOLE 2- [51mm] LETTERING LETTERING STYLE: BOOKMAN OLD STYLE o (2) PICKBARS" " EiVnmT- V4" E6mm] DIA NEOPRENE GASKET [BM"] 33-15/16" OIA� CITY OF BRY 1� I8662mm] v 40-3/4- DIA E1035mm] 2" [Simm] LETTERING FRAI fF, SECTION LETTERING STYLE: PLAN 17ETIV 2" [51mm1 LETTERING LETTERING STYLE: BOOKMAN OLD STYLE BOOKMAN OLD STYLE J MACHINED SURFACE [�13, mm7 5/8" 1.1/2- 1 -1 1 �� [i6mm7 e38 mm7 E62/nm7 7/8" v j I22mm7 ia -3 [j7/8" LL11 LL1i 3 mm] R 1-3/4" t" DIA X 4- LC [R44mm] H.R.S. ROD COVER SFCTIOAT PICKBAR DETAIL u u BOTTOITf T,7F.W STANDARD MANHOLE OFCO1,LR RING AND COVER DUCTILEIRON V 1432-3 S4-01 0-3/4" 3/4" 38" DIA [781mm]DIA. [20 7�t�3,,/,,,�" 965mm [20mmI 1 ""' 1/46414 m ) I ` 2•t!4'• DIA tt ��pp 2 " ID OF GROOVE -� -1 [819mm] NE6414 G7►SIIET [6mm] 180" -1ll2" 5mm7 113m 7/8" [7 2mm �36mm7 E102rtxrl] [13mm7 7/8" [3mm] BOLTIIOLES'EC'TION [22mmre I4~ 1" (25mm) DIA -32 Its'• (�IA-.� --138m It%,CHINEGROOi'E [R44mm] �CSST STEELRODI 33 �21,,,,r,1A 01;7AIL 30" DIA 1-1/2- PIChBAR DETAIL I---- I�4�mmg CASKET GROOVE FOR 1/4•• [firm+] DIA. r_ 30" [/r7 r38mm7 Iml1ESECTIOy PNEDPENE CASKET � MACHINED SURFACE -2" I51mm] LETTERING 173mm7 LETTERING STYLE: COLL'R SECTION BoOkmon Old Style 2** 151mm] LETTERING RECESSED FLUSHED (4) 5/g8--11 NCgX 2E- LC (4) 5/58e�"-11 NCSCX 2*-SLG &ENJ ROWZ INCRKY & E 6 NARt�OW ZINC P T. & 0 0 RUBBER WASHERS RUBBER WASHERS iT-TI- o E5hwn] 0 2" 4„ ^ E51mm] [102mm ® I102mm � -, UD CITY OF BRYAN (1) 7/8" (22mm) Lulln� DIA HANDLING HOLE �� - (u 7/8•• (22mm) DIA HANDLING HOLE o u u o PICKSAR 2" 151mm1 LETTERING 2" [5%wn7 LETTERING (2) PLACES RECESSED FLUSH Bookm, Stye PL4N 171ET 17 BOTTOM EIFI V WATER TIGHT MANHOLE RING AND COVER 54-00 DUcrlLlnoly 1r23-9-3 S4-02 Z O to w v � � W O a � W 4 � U U f` I CITY OF BRYAN\T Vic &_xml Life, I iw v; Sllle.' DRAIN BY: C.L.M. DATE* 1-01-09 SCALE: N T S APPROVED, W. P. K. FIGURE: