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5/8" I.R.F. -A / TRANSFORMER •_� — ` -1� — _PAD — - 8x5' CONCRETE PAD w/8' HIGH SOLID WOOD SCREENING FENCE & GATE (ROLL-OUT CONTAINER STORAGE) VARIABLE WIDTH P.UE. — — `.(1834f637j_ LOT 1R, BLOCK TWO F.S. KAPCHINSKI W PLN 0 20 40 (CALLED 2.616 ACRES) w NORTH1 11 SCALE: 1 = 20' ZONED: C-1 Z 0 0 NOW OR FORMERLY ¢ = 0 MCCRORY, DON B _ w I- (n I (VOLUME 3783, PAGE 262) °p :E w =0Q 1�U-Cf) M.H. M.H. 10' P.U.E. (279/431) EXISTING WOOD 2B, C 0 II FENCE O J.B. (v jJ.E3. 1 U IAL -- + I, tS21 7'47 E — : 10' P.U.E`- ,�- 297.51 17: (384/346) 20 7.5' BLDG. SETBACK r J.B. Q — @o C.O. �. ZONED: C-1 - - — -- ____ C.0. _ _ e _—) — W ORS ME — --- -rK D-23 22 _ Y � �-4-.�• V��1,1__ �� � E.M. cy� W.M �3 ( 3 P 26) O O ¢ �.IJ m D.C. V. Q_ — :m COMPUTING �' -- W.M Q SYSTEK COMPU , �. r'r,e 24 00' _ — -�-• TYPICAL 4 WIDE 1 - STORY (MAX. HEIGHT=35 6) O a 3 `I'c� PAINTED STRIPING �, ti`s � � � ®I GROSS AREA = 7,084 SQ.FT. � - R - (Y � s qo o� (WHITE) IFC CONSTRUCTION TYPE =IIB' N _ 9'x12' CONCRETE I �' o �? >e PAD FOR 4 -BAY I ( H/C PARKING ROW — a I GRAP`CALLY MAPPED iiCAe. x -- W SIGN'S, RAMPS, WHEEL W BYCYCLE RACK / ovE HANG 200 d- 100 -YR LOODPLAIN & ti+ •� STOPS, ETC. -- = FLOOD ONE AE) fy- V) z M N (SEE CIVIL SI NOTE #1) zO > I B E-287.50' rr In2 „ 61 WA�K i R�,1a I+. �6' �. . 5/8" I.R.F. ,> 5/8„ I.R.F. e ( - t '� o ' '' _j 00 1 REG. SPC (9)A) 2 H CIS =142: 348 S 24'33'25,. E z 87.72' '� So'.�G . _ SQ.FT.. < o 15 • I = _ _ _ w _ . RE LANE__ N _•�..__ -FIRE LANE�V FIFIRE LANE 31.58' I � 'o n 6" CONCRETE 24' PRIVATE CROSS- THROAT DEPTH o Lo o PAVING ACCESS EASEMENT to `W N N v 1 DETENTION Dt IFIRE LANE I- - .. FACILITY CLl �..._. _FIRE LANE..— _ 0 \\� 7.5' BLDG SETBACK 0 I _ -- ----- -- - " N 24'37'56" w — 318.23' _ TYPICAL 5 WIDE � G.v . FIRE LANE 5/8" I.R.F. STRIPING AMBULATORY RAMP = /2" I.R.F. SEE B/CS DETAIL . Y _ _ C_nk"AhAFPrIAI LOT 18-20, BLOCK FOUR LOT 9, BLOCK TWO _ - SW3=05 REDMOND TERRACE F.S. KAPCHINSKI I \ (CALLED. --2.714 ACRES) VARIABLE WIDTH (CALLED 0.298 ACRES) RAINAGE EASEMENT (268/795) BUFFER WALL -CENTER ZONED: R-1 OF WALL LOCATED 2.5' NOW OR FORMERLY OFF PROPERTY LINE (VOLUME VO UME 3783, PAGE 262) \ ZONED: R-1 - - - - - NOW OR FORMERLY \S LIPINSKI HOLDINGS, LLC (VOLUME 3783, PAGE 262) S T( 1p I CALL BEFORE YOU DIG TEXAS ONE CALL SYSTEM 1-800-245-4545 (AT LEAST 72 HOURS PRIOR TO DIGGING) WARNING!!: THE CONTRACTOR IS TO LOCATE ANY AND ALL UTILITIES PRIOR TO CONSTRUCTION AND IS SOLELY RESPONSIBLE FOR ALL DAMAGES TO EXISTING UTILITIES DUE TO ANY CONSTRUCTION ACTIVITY. CURB NOTE: EXPANSION JOINTS TO R BE PLACED AT -60' INTERVALS AND 6» AT ALL RADIUS POINTS, P.C.'s, P.T.'s. CONSTRUCTION JOINTS SHALL BE I I PLACED AT 20' INTERVALS. 3" cV ° a a'• a •- 8 . - ~' F3T PAVEMENT REINFORCEMENT V _ #4 BARS TYPE IA — MONOLITHIC CONCRETE CURB & GUTTER �1�-3 CIVIL SITE NOTES: 1. A PORTION OF THIS SITE LIES WITHIN THE 100 -YEAR FLOODPLAIN (ZONE AE) AS GRAPHICALLY DEPICTED FEMA LOMR CASE No. 07-06-0546P WITH AN EFFECTIVE DATE OF JULY 11, 2008. 2. DESIGNATED HANDICAP PARKING SPACES, WALKS & RAMPS SHALL MEET ALL TAS & ANSI STANDARDS. 3. ALL :ROOF & GROUND --MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED :FROM VIEW OR ISOLATED SO :AS NOT TO :BE VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 150 FEET OF THE SUBJECT LOT, MEASURED FROM A POINT FIVE FEET ABOVE THE GRADE. THIS SCREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE. 4. ENHANCED PAVING FOR CONCRETE SIDEWALKS SHALL CONSIST OF EITHER BRICK PAVERS OR STAMPED CONCRETE. COLOR AND PATTERN SHALL BE DETERMINED BY THE OWNER, BUT GREY OR NATURAL CONCRETE COLORS ARE NOT PERMITTED. 5. WHEN BUILDING SETBACKS AND EASEMENT LINES OVERLAP ONLY THE EASEMENT LINE IS SHOWN. 6. 100% COVERAGE OF GROUND COVER, DECORATIVE PAVING, DECORATIVE ROCK, OR A PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWELLS AND DRAINAGE AREAS, THE PARKING LOT SET BACK, RIGHT-OF-WAY, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. 7. THE CONTRACTOR SHALL CONTACT MR. WALLY URRUTA, Cocs PUBLIC WORKS - SANITATION (979-764-3841), FOR FIELD VERIFICATION PRIOR TO FORMING OR PLACEMENT OF CONCRETE FOR ALL DUMPSTER PADS. 8. THE IMPROVEMENTS SHOWN SHALL CONSTITUTE APPROXIMATELY 62% IMPERVIOUS COVER ON THE SUBJECT PROPERTY. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTAINMENT AND PROPER DISPOSAL OF ALL LIQUID AND SOLID WASTE ASSOCIATED WITH THIS PROJECT. NECESSARY TO PREVENT THE OCCURRENCE OF WIND BLOWN LITTER FROM THE PROJECT SITE. THE CONTRACTOR SHALL USE ALL MEANS 101. THE CONTRACTOR SHALL :BE REQUIRED TO -PROVIDE CONTAINMENT FOR WASTE -PRIOR TO, AND DURING, DEMOLITION/CONSTRUCTION.. SOLID WASTE ROLL -OFF BOXES/METAL DUMPS ERS SHALL BE SUPPLIED BY CITY OR CITY PERMITTED CONTRACTOR(S) ONLY. 11. THE PROPOSED DEVELOPMENT FALLS WITHIN THE "EVALUATION" SEGMENT OF WOLF PEN CREEK. PER A DRAINAGE STUDY, PREPARED BY THIS OFFICE, - DETENTION WILL NOT BE REQUIRED. 12. THE INTENDED USE FOR THIS DEVELOPMENT IS FOR COMMERCIAL OFFICE. 13. NO WASTEWATER WILL BE GENERATED FROM THIS SITE BY CLEANING/WASHING OF EQUIPMENT OR VEHICLES. SANITARY SEWER GENERATED FROM THIS SITE WILL BE NORMAL DOMESTIC WASTEWATER BY DEFINITION. 14. SITE LIGHTING, DIRE611ONAL SIGNS, MENU BOARDS, DETECTORS & OTHER SITE APPURTENANCES ARE SHOWN FOR REFERENCE AND ILLUSTRATION ONLY. THE CONTRACTOR SHALL COORDINATE THESE ITEM'S INSTALLATIONS WITH THE PROPER DESIGN CONSULTANT. FREE-STANDING SIGNS AND BUILDING SIGNANGE IS PERMITTED SEPARATELY AND MUST COMPLY WITH THE UNIFIED DEVELOPMENT ORDINANCE. 15. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF SEC11ON 7.10 OF THE UNIFIED DEVELOPMENT ORDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT BELOW AN OPAQUE HOUSING AND NO FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE. 16. NO COMBUSTIBLES WILL BE ALLOWED ON SITE UNTIL ALL—WEATHER ROADS AND FIRE HYDRANTS HAVE BEEN ACCEPTED BY THE CITY. 17. THE BUILDING SHALL BE EQUIPPED WITH A "KNOX BOX" SECURITY KEY SYSTEM AND THE ITS ELECTRICAL SHUTOFF SHALL BE BY MEANS OF A "KNOX SWITCH" OR A MANUAL DISCONNECT. THIS BUILDING WILL NOT BE EQUIPPED WITH AN AUTOMATIC FIRE SPRINKLER SYSTEM. 18. THIS FACILITY IS A MULTI—TENANT BUILDING THEREFORE THE MAXIMUM AMOUNT OF LEASE SPACE ALLOWED FOR INTENSE USES IS 1,771 SQ.FT. (7,084 SQ.FT. x 25%). 19. MAINTENANCE RESPONSIBILITY OF THE 24' PRIVATE ACCESS DRIVE, LOCATED IN THE PRIVATE CROSS ACCESS EASEMENT, SHALL BE THE PROPERTY OWNER OF F.S. KAPCHINSKI — LOT 6R, BLOCK TWO. DRIVEWAY, SEE B/CS DETAIL ST2-03 co I of 0U) of 0 < (n w: _ 0 �I=w o O Cf) 0 44 FA A WhIA 46 SYMBOL & LINE- LEGEND 0 POWER POLE 0 LIGHT POLE 6R, BLOCK TWO GUY WIRE ANCHOR -� lmdr- GAS PIPELINE RISER t�8 wv WATER VALVE ®WI T�'1gs nDcv DOUBLE CHECK VALVE F 3 Til qL 4D BV 7607 EASTMARK DR., STE. 25OF <778�0> FNG� N.T.S. POST OFFICE BOX 9253 MANHOLE ®C.O. COLLEGE STATION, TEXAS 77842 TEXAS ®TP EMAIL: civl@rmengitieei:.coin OFFICE - (979) 764-0704 AREA INLET • JUNCTION BOX SQ.FT. CURB INLET C-11" OF FAX TEXAS - (979) 764-0704 FIR3v1 REGiSTRATI0NNo.-F-4695 BUILDING -SETBACK LINE ----�- PROPERTY LINE 00 COLLEiKERR. EASEMENT LINE P.U:E. PUBLIC UTILITY EASEMENT B.L. SURVEYING, LLC PACES ISLAND RE -QUIRE STA ® THE SQUARE -FOOTAGE CHURCH STREET COLLEGE STATION, TX 77841 ISLANDS INCLUDE \J� FOR SINGLE OR DOUBLE 'END ISLANDS, THE EXCESS OFF: (979) 268-3195 REQUIRED SQUARE -FOOTAGE ARE O� INTERIOR PARKING FAX: (979) 691-8904 REQ'D INT. ISLAND AREA=(22/15x180)=264SQ.FT. PROVIDED INTERIOR ISLAND AREA = 420 SQ.FT. 44 FA A WhIA 46 SYMBOL & LINE- LEGEND 0 POWER POLE 0 LIGHT POLE 6R, BLOCK TWO GUY WIRE ANCHOR ® GAS PIPELINE RISER t�8 wv WATER VALVE ®WI WATER METER nDcv DOUBLE CHECK VALVE ODEv ELECTRIC VALVE 4D BV BALL VALVE 1B ELECTRICAL TRANSFORMER- (DGM GAS METER Oo MH MANHOLE ®C.O. -CLEANOUT 4FH FIRE HYDRANT ®TP TELEPHONE PEDESTAL NE Al AREA INLET JUNCTION BOX SQ.FT. CURB INLET O PB FIXED PIPE BOLLARD - - - BUILDING -SETBACK LINE ----�- PROPERTY LINE -------- EASEMENT LINE P.U:E. PUBLIC UTILITY EASEMENT B.L. BUILDING SETBACK LINE ('.5. KAF'UHMKI: LOT 6R, BLOCK TWO 1713 PARK PLACE COLLEGE STATION, TX MOM 1, 19 PROPERTY INFORMATION F.S. KAPCHINSKI LOT 6R, BLOCK TWO (N OL. 834, PG. 637) (0..891. I ORES. or 38,81.2. SQ.FT.)- ZONED: C-1 OW OR FORMERLY CRAIG & CAROL INVESTMENTS LTD ('VOL. 9015, PG. 16) PLAN NOES: 1, REFER TO SHEET -CO.1 & C0.2 FOR SITE, PARKING, AND MISC. CONSTRUCTION NOTES. 2'. REFER TO HEET C2.1 FOR SITE & PARKING DETAILS. 3. UNLESS OT ERWISE :NOTED ALL RAD.I-US ARE: 4.0' ALONG THE BACK OF CURB. PARKING REQUIREMENTS: ORDINANCE: OFFICE - 1 SIC/250 SQ.FT. REQUIRED: OFFICE (7,084 / 250) = 28.3 SPACES TOTAL REQI!{R D = 29 SPACES PROVIDED: II REGULAR = 29 SPACES H/C = 2 SPA(CES TOTAL = 31 PACES ISLAND RE -QUIRE TENTS: THE SQUARE -FOOTAGE SHOWN AT INTERIOR END ISLANDS INCLUDE THE REQUIRED AREA, AND EXTRA, FOR SINGLE OR DOUBLE 'END ISLANDS, THE EXCESS AREA ABOVE THE REQUIRED SQUARE -FOOTAGE ARE SHOWN. BELOW. INTERIOR PARKING = 22 SPACES REQ'D INT. ISLAND AREA=(22/15x180)=264SQ.FT. PROVIDED INTERIOR ISLAND AREA = 420 SQ.FT. �RKI DATE I DESCRIPTION SUBSTANTIAL COMPLETmm E C . _ _ _T . UCTI 11 1241'10 CONSTRUCTION-DRAWIN ; S ISSUED PRIOR TO THI DATE ARE REPLACED B� THIS SET & SHOULD NII T BE USED F R CONSTRUCTI B A METC 88 83 •� ..7 Y x UzZ =~ z Q Z n O •' Y n � d to U Ld W ®Y� 1Q V♦ O0 <m Q. Wryry :y z o � . d V UJ < Lu m V) _. J W V W I— OJ �•�. mss: � � � O U _ C JAN14' LLEGE CLIENT INFORMATION CRAIG & CAROL INVESTMENTS, Ltd. c/o CRAIG PAULL 1808 TEXAS AVENUE S., STE.:300 COLLEGE STATION-, TX OFF: (979) 695-9955 FAX: (979) 695-9944 EMAIL: CRAIGOSYSTEKMAIL.COM FILENAME: 0335SP1 A I SCALE: 1"=20' SUBMITTED DATE: OCTOBER 6, 2010 DRAWN BY: R.A.M. CHECKED BY: R.A.M. FIELD BOOK: N/A PAGES: N/A RME CONSULTING ENGINEERS CLIENT NO. PROJECTII NO. 2.25 03315 j SHEET 5 OF 11 €MIF<! x }r jl _ _ln 1 i Iy1 II Al '3j �RKI DATE I DESCRIPTION SUBSTANTIAL COMPLETmm E C . _ _ _T . UCTI 11 1241'10 CONSTRUCTION-DRAWIN ; S ISSUED PRIOR TO THI DATE ARE REPLACED B� THIS SET & SHOULD NII T BE USED F R CONSTRUCTI B A METC 88 83 •� ..7 Y x UzZ =~ z Q Z n O •' Y n � d to U Ld W ®Y� 1Q V♦ O0 <m Q. Wryry :y z o � . d V UJ < Lu m V) _. J W V W I— OJ �•�. mss: � � � O U _ C JAN14' LLEGE CLIENT INFORMATION CRAIG & CAROL INVESTMENTS, Ltd. c/o CRAIG PAULL 1808 TEXAS AVENUE S., STE.:300 COLLEGE STATION-, TX OFF: (979) 695-9955 FAX: (979) 695-9944 EMAIL: CRAIGOSYSTEKMAIL.COM FILENAME: 0335SP1 A I SCALE: 1"=20' SUBMITTED DATE: OCTOBER 6, 2010 DRAWN BY: R.A.M. CHECKED BY: R.A.M. FIELD BOOK: N/A PAGES: N/A RME CONSULTING ENGINEERS CLIENT NO. 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IASNt 3dd)l 'S 3 SZrJrJHS d0- XHQN I .A- 1`J -A-.k 1 -a- 1 t. -A- 1 P..J ® L N1.0 L_ A \.J l .i 1 W 1 - kl..J t.J Z �..jL �.l ./ W N.J � 'HVd I DVI -d M. Ll GENERAL CONSTRUCTION NOTES: TRAFFIC CONTROL .NOTES: GRADING NOTES: GENERAL UTILITY NOTES (PRIVATE & PUBLICS IJ 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 1. CONTRACTOR SHALL PROVIDE AND INSTALL TRAFFIC CONTROL DEVICES IN CONFORMANCE WITH PART VI OF THE TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (TEXAS MUTCD, MOST RECENT EDITION WITH REVISIONS) DURING CONSTRUCTION. 2. LANE CLOSURE WILL NOT BE ALLOWED UNLESS APPROVED BY THE COUNTY OR CITY ENGINEER, WHICHEVER IS APPLICABLE. 3. THE WORK SHALL BE COMPLETED SUCH THAT THE ROADWAY WILL BE FULLY OPENED TO TRAFFIC OVERNIGHT. OVERNIGHT LANE CLOSURES WILL NOT BE PERMITTED, UNLESS OTHERWISE APPROVED- B:Y THE APPLICABLE ENGINEER' 4. PLASTIC DRUMS SHALL BE USED FOR OVERNIGHT DELINEATION OF OFF ROADWAY WORK AREAS. 5. THE STANDARD TxDOT TRAFFIC CONTROL PLAN (TCP1-1-98) IS ISSUED FOR REFERENCE ONLY. IF REQUIRED, THE CONTRACTOR SHALL PROVIDE TxDOT WITH A SITE SPECIFIC TRAFFIC CONTROL PLAN FOR APPROVAL AND USE. EROSION CONTROL NOTES: 1. ALL UNPAVED AREAS SHALL BE ADEQUATELY GRADED TO DRAIN AT A MINIMUM OF 1.00% SLOPE SO THAT NO PONDING. OCCURS_ 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. 1 3. FINISH GRADE ADJACENT TO CURBING OR SIDEWALKS SHALL BE 2" BELOW THE TOP OF CONCRETE AND IN . LANDSCAPINGAREAS, 2 BELOW. 4. WHEN GRADES FOR TOP OF CURB AND GUTTER FLOWLINE DIFFER, THE SLOPES SHOWN ARE FOR THE GUTTER FLOWL{NE. 5. WHEN TOP OF CURB ELEVATIONS ARE SHOWN, THE CURB HEIGHT IS 6" UNLESS OTHERWISE SPECIFIED. 6. THE CONTRACTOR SHALL FOLLOW THE GENERAL INTENT OF THE GRADING PLANS. MINOR ADJUSTMENTS TO ACTUAL ELEVATIONS SHOWN ON THE GRADING PLAN MAY BE REQUIRED TO MATCH EXISTING GROUND ELEVATIONS & STRUCTURES. - 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% PROCTOR STANDARD A 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, WALKS, 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 1 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. - I � C sx ``- 7607.EASTMARKDR., STE. 250F <77840> POST OFFICE BOX 9253 COLLEGE STATION, TEXAS 77842 EMAIL: civil@nn�ngineercom OFFICE - 979) 764-0704 FAX - (979) 764-0704 TEXAS FIRM REGISTRATION No. F-469,5 j KERR SURVEYING, LLC 505 CHURCH STREET COLLEGE STATION, TX 77841 VERIZON: BRENDA VAJDOK - (979) 821-4770 6. THE CONTRACTOR tS RESPONSIBLE FOR FILING A NOTICE OF INTENT PRIOR TO COMMENCEMENT OF WORK AND A 7. SLOPES BETWEEN PROPOSED CONTOURS SHALL BE 6:1 (MAXIMUM) UNLESS OTHERWISE SPECIFIED (DO NOT SCALE). NOTED, SHALL BE OFF: (979) 268-3195 ATMOS ENERGY. KIMBERLY WINN - 979 774-2506 ( ) 1. EROSION CONTROL MEASURES SHOWN SHALL BE CONSIDERED THE VERY MIN MI AL REQUIRED. IT SHALL BE THE NOTICE OF TERMINATION AT THE COMPLETION OF THE PROJECT TO THE TCI=Q__A LAMINATED COPY OF THE 5. CONTRACTOR SHALL UNCOVER S 0 N OVER EXISTING UTILITIES AT ALL "POINT F CROSSING TO DETERMINE IF CONFLICTS FAX: (979) 691-8904 - EXXON -MOBILE: MICHAEL HLUZA (281) 591-3720 RESPONSIBILITY OF THE CONTRACTOR TO IMPLEMENT ALL OTHER EROSION CONT.OL MEASURES (DIVERSION BERMS. _ ., - _ 8. ADEQUATE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION AND ANY DRAINAGE DITCH OR EXIST BEFORE COMMENCING ANY CONSTRUCTION. NOTIFY THE ENGINEER AT ONCE OF ANY CONFLICT. PAVEMENTS OR WALKS. .- SEMINOLE PIPELINE: JIM ROLAND' - (979)' 421-0460 DRAINAGE STRUCTURES, SWALES, ADDITIONAL FENCING. ETC:..} NECESSARY TO KEEP THE EXISTING IMPROVEMENTS AND STRUCTURE DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO EXISTING CONDITIONS OR BETTER. CITGO GAS: DOUG CLINE - (713) 416-1289 DEVELOPMENTS FROM DAMAGE OF ANY KIND DURING ALL PHASES OF DEMOLITION AND CONSTRUCTION, SITE.ffism 6. THE CONTRACTOR SHALL COORDINATE ALL UTILITY INSTALLATION SO THAT GRADE CRITICAL ELEMENTS (I.E. STORM ENERGY TRANSFER PIPELINE: BENNY LOYD - (979) 820-5751 OWN so Eft 9. THE APPROVAL OF THESE PLANS IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD DRAIN, SANITARY SEWER, ETC...} DO NOT CONFLICT WITH NON -GRADE CRITICAL ELEMENTS (I.E. ELECTRICAL CONDUIT, PAD. THE FOLLOWING SPECIFICATIONS AND STANDARDS ARE FOR THE SITE AND SUDDENLINK: MIKE LAVENDER - (979) '846-2229 2. THE SITE OPERATOR, OR HIS REPRESENTATIVE ESTABLISHED BY A LETTER OF DELEGATION., SHALL MAKE A VISUAL CONDITIONS WARRANT OFF-SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS. WATER SERVICES, ETC...j_ 7. PHASE TWO EROSION CONTROL MEASURES SHALL BE IMPLEMENTED IMMEDIATELY AFTER CONSTRUCTION OF THEIR ASSOCIATED IMPROVEMENTS. INLET PROTECTION BARRIERS SHALL BE CONSTRUCTED WITH HAY BALES OR SILT FENCING.14. PAVEMENT ONLY. INSPECTION OF ALL SILTATION CONTROLS AND NEWLY STABILIZED AREAS ON A DAILY BASIS; ESPECIALLY AFTER A ANY ADJACENT PROPERTY AND RIGHT-OF-WAY DISTURBED DURING CONSTRUCTION WILL BE RETURNED TO THEIR T TI THE SET AS. DRAWLNGS", AND. RETURNING. SAME TO THE CITY EN.G}N:EER. 3. CONTRACTOR TO VERIFY ALL UNDERGROUND UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION. RAINFALL TO INSURE THAT ALL CONTROLS ARE MAINTAINED AND PROPERLY FUNCTIONING. ANY DAMAGED CONTROLS EXISTING CONDITIONS OR BETTER. 7. THE CONTRACTOR SHALL FURNISH ALL MATERIALS, EQUIPMENT, AND LABOR FOR EXCAVATION, BORING, SHALL BE REPAIRED PRIOR TO THE END OF THE WORK DAY, INCLUDING RE -SEEDING AND MULCHING OR RE -SODDING, A. SUBGRADE: INSTALLATION, BACKFILLING OF UTILITY LINES AND RELATED APPURTENANCES AS SHOWN ON THE PLANS. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING UTILITIES OR SERVICE LINES IF NECESSARY. SHALL BE STORED ON THE JOBSITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE STORAGE OF MATERIALS IN A SAFE THAT ARE CROSSED OR EXPOSED DURING CONSTRUCTION OPERATIONS. WHERE EXISTING UTILITIES OR SERVICE LINES 8. THE LOADING AND UNLOADING OF ALL PIPE AND OTHER ACCESSORIES SHALL BE IN ACCORDANCE WITH THE ARE CUT, BROKEN, OR DAMAGED, THE CONTRACTOR SHALL REPAIR OR REPLACE THE UTILITIES OR SERVICE LINE WITH 3. ALL SEDIMENT TRAPPING DEVICES SHALL BE INSTALLED AS SOON AS PRACTICAL AFTER THE AREA HAS BEEN PAVING NOTES: MANUFACTURER'S RECOMMENDED PRACTICES AND SHALL, AT ALL TIMES, BE PERFORMED WITH CARE TO AVOID ANY THE SAME TYPE OF MATERIAL AND CONSTRUCTION OR BETTER; THIS MATERIAL AND WORK SHALL BE AT THE DISTURBED, ALL SEDIMENT TRAPPING DEVICES SHALL BE CLEANED WHEN THE SEDIMENT LEVEL REACHES 25% DAMAGE TO THE MATERIAL. THE CONTRACTOR SHALL LOCATE AND PROVIDE THE NECESSARY STORAGE AREAS FOR CONSTRUCTION DRAWINGS SHALL BE REMOVED AND THE TOP 6" OF TOP.SOIL SOIL AND SUBGRADE SHALL BE STRIPPED FROM THE AREAS COVERED 15. ALL LIDS FOR PRIVATE SANITARY SEWER MANHOLES, GREASE TR AND WORKMANLIKE MANNER TO PREVENT INJURIES, DURING AND AFTER WORKING HOURS, UNTIL PROJECT COMPLETION. "CITY PS, SAMPLING WELLS, AND OIL/SAND CONTRACTOR'S OWN EXPENSE. CAPACITY. SEDIMENT SHALL BE DISPOSED OF BY SPREADING ON SITE OR HAULING AWAY IF NOT SUITABLE FOR FILL. 1. THE PAVEMENT SYSTEM SHOWN WAS DESIGNED WITH THE AID OF A GEOTECHNICAL INVESTIGATION AND MATERIALS AND EQUIPMENT. 9. CONTRACTOR SHALL SAW CUT REMOVE AND REPLACE CONCRETE PAVEMENT, CURB AND GUTTER AS REQUIRED TO AND/OR SODDED, AND GROUND COVER HAS TAKEN ROOT. 5. DURING THE EXECUTION OF THE WORK, THE CONTRACTOR SHALL MAINTAIN THE PROJECT4. 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 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. RECOMMENDATIONS PREPARED BY GEOTECH ENGINEERING & TESTING DATED AUGUST 2010 DUE TO THE PLASTIC ( ) SOILS WITHIN THIS AREA SOME MINOR DIFFERENTIAL MOVEMENT MAY STILL OCCUR DUE TO SEASONAL SOIL MOISTURE VARIATIONS. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL CONNECTIONS TO PUBLIC SYSTEMS AND INSTALLATIONS WITH REGULATORY INSPECTOR. 2 PAVING _ AREAS- SHALL BE PROOF -ROLLED AND, IF REQUIRED AT THE TIME OF CONSTRUCTION, THE CONTRACTOR DATE ARE REPLACED BY 9. THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO ENSURE THAT ALL DISTURBED AREAS ARE ARK DATE DESCRIPTION LEAVE THE PROJECT SITE IN A NEAT AND ORDE L ON 1 ON. ALL CLEAN UP WILL BE DONE TO THE SATISFACTION OF THE ENGINEER. 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 e 2. THE CONTRACTOR SHALL REFER TO THE 2009 B/C5 UNIFIED SPECIFICR110NS &STANDARDS FOR ALL PAVING AND DRAINAGE CONSTRUCTION. TESTING REQUIREMENTS ARE MINIMAL REQUIREMENTS THE CONTRACTOR SHALL PROVIDE 1.0. THIS PROJECT.SHALL BE BUILT BY MEANS _ AS .NOTED .ON THE .DRAWINGS. CONTRACTOR TO. OF .OPEN G.UT .EX.CEPT DETERMINE THE LOCATIONS OF BORE PITS IN FIELD SUBJECT TO THE INSPECTOR'S APPROVAL. PUBLIC UTILITY NOTES: 6. CONTRACTOR SHALL COMPLY WITH LATEST EDITION OF OSHA REGULATIONS AND THE STATE OF TEXAS LAWS HANDLE INCREASED DR CONCENTRATED FLOWS CREATED BY VARIOUS STAGES OF THE CONSTRUCTION. ALL TESTING REQUIREMENTS OUTLINED IN THE APPLICABLE UNIFIED SPECIFICATIONS THAT EXCEED THESE MINIMAL 11. ALL BORES SHOWN, UNLESS OTHERWISE "DRY": SUBSTANTIALLY CONCERNING EXCAVATION. 6. THE CONTRACTOR tS RESPONSIBLE FOR FILING A NOTICE OF INTENT PRIOR TO COMMENCEMENT OF WORK AND A REQUIREMEN.T5. THE CONTRACTOR SHALL PROVIDE FIVE (5) COPIES OF AN. ORGANIZED,. BOUND REPORT ALL ALL NOTED, SHALL BE NOTICE OF TERMINATION AT THE COMPLETION OF THE PROJECT TO THE TCI=Q__A LAMINATED COPY OF THE TESTING INSPECTION, REPORTS, AND EFFORTS AT THE END OF THE PROJECT, 12. STRUCTURAL BACKFILL WILL BE REQUIRED FOR ALL EXCAVATION WITHJN FIVE (5) FEET OF PUBLIC ROADWAY®MPL "�� 7. A COPY OF THE APPROVED CONSTRUCTION DRAWINGS MUST BE KEPT ON SITE AT ALL TIMES THROUGH OUT THE CONSTRUCTION SITE NOTICE N01 AND SWPPP VISIBLE FROM THE PUBLIC RIGHT -0 -F -WAY, SHALL BE POSTED AT THE PAVEMENTS OR WALKS. ENTIRE DURATION OF CONSTRUCTION OF THIS PROJECT. CONTRACTOR SHALL MAINTAIN A SET OF REDLINE DRAWINGS, SITE.ffism 3. THE CONTRACTOR SHALL REFER TO THE STRUCTURAL ENGINEER'S PLANS FOR SPECIFICATIONS, PROCEDURES, AND REQUIREMENTS FOR THE BUILDING OWN so Eft RECORDING AS -BUILT CONDITIONS DURING CONSTRUCTION. THESE REDLINE MARKED UP DRAWINGS WILL BE SUBMITTED PAD. THE FOLLOWING SPECIFICATIONS AND STANDARDS ARE FOR THE SITE AND 13. THE CONTRACTOR SHALL COORDINATE ALL SLEEVING REQUIRED FOR ON-SITE UTILITIES AND IRRIGATION SYSTEMS. TO THE DESIGN CONSULTANT WHO WILL MAKE THE CHANGES ON THE ORIGINAL TRACINGS, LABELING EACH SHEET IN "RECORD. 7. PHASE TWO EROSION CONTROL MEASURES SHALL BE IMPLEMENTED IMMEDIATELY AFTER CONSTRUCTION OF THEIR ASSOCIATED IMPROVEMENTS. INLET PROTECTION BARRIERS SHALL BE CONSTRUCTED WITH HAY BALES OR SILT FENCING.14. PAVEMENT ONLY. T TI THE SET AS. DRAWLNGS", AND. RETURNING. SAME TO THE CITY EN.G}N:EER. CONTRACTOR SHALL MARK ALL SERVICE LEADS WITH A METAL "T" POST, PAINTED BLUE FOR WATER AND GREEN 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 KEPT IN PLACE UNTIL UPSTREAM A. SUBGRADE: FOR SEWER, BURIED A MINIMUM OF 3' INTO THE GROUND. 1'11241'1 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFEGUARDING AND PROTECTING ALL MATERIAL AND EQUIPMENT SHALL BE STORED ON THE JOBSITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE STORAGE OF MATERIALS IN A SAFE DRAINAGE AREAS ARE FULLY STABILIZED. 1. EXISTING TREES, STUMPS, AND LARGE TREE ROOT SYSTEMS, SHALL BE GRUBBED AND REMOVED. VEGETATION _ CONSTRUCTION DRAWINGS SHALL BE REMOVED AND THE TOP 6" OF TOP.SOIL SOIL AND SUBGRADE SHALL BE STRIPPED FROM THE AREAS COVERED 15. ALL LIDS FOR PRIVATE SANITARY SEWER MANHOLES, GREASE TR AND WORKMANLIKE MANNER TO PREVENT INJURIES, DURING AND AFTER WORKING HOURS, UNTIL PROJECT COMPLETION. "CITY PS, SAMPLING WELLS, AND OIL/SAND 8. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING SEDIMENT CONTROL DEVICES AFTER THE SITE HAS BEEN SEEDED BY THE PROPOSED IMPROVEMENTS. SEPERATORS SHALL NOT HAVE LABELING SAYING OF COLLEGE STATION". 9. CONTRACTOR SHALL SAW CUT REMOVE AND REPLACE CONCRETE PAVEMENT, CURB AND GUTTER AS REQUIRED TO AND/OR SODDED, AND GROUND COVER HAS TAKEN ROOT. ISSUED PRIOR TO THIS CONSTRUCT PROPOSED IMPROVEMENT(S). 2 PAVING _ AREAS- SHALL BE PROOF -ROLLED AND, IF REQUIRED AT THE TIME OF CONSTRUCTION, THE CONTRACTOR DATE ARE REPLACED BY 9. THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO ENSURE THAT ALL DISTURBED AREAS ARE SHALL STABILIZE WEAK AREAS AS DIRECTED BY THE ENGINEER. MITIGATION OF WEAK AREAS MAY INCLUDE OVER THIS SET & SHOULD NOT 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PAY FOR AND OBTAIN ALL REQUIRED PERMITS AND STABILIZED. DESIGNATED AREAS SHALL BE BLOCK SODDED, AND ALL OTHER AREAS DISTURBED DUE TO EXCAVATION AND BACKFILLING, REPROCESSING TO REMOVE MOISTURE, MODIFICATION WITH LIME OR CEMENT ADMIXTURE, PUBLIC UTILITY NOTES: INSPECTION APPROVALS FOR ALL WORK SHOWN CONSTRUCTION SHALL BE HYDRO -MULCHED SEEDED. THESE STABILIZED AREAS SHALL BE SODDED OR SEEDED OR USING GE.OTEXTILES. FOLLOWING PROOF -ROLLING, THE SUBGRADE .SHALL BE COMPACTED TO BETWEEN 957. AND BE USED FOR t FERTILIZED, AND WATERED TO ESTABLISH A SOLID GROUND COVER WITHIN 30 DAYS OF COMPLETION, OR IF ACTIVITY 100% OF THE MAXIMUM DENSITY AS DETERMINED BY ASTM D698. MOISTURE CONTENT SHALL BE BETWEEN 0% AND A. GENERAL: CONSTRUCT] 11. ANY ADJACENT PROPERTY AND RIGHT-OF-WAY DISTURBED DURING CONSTRUCTION WILL BE RETURNED TO THEIR CEASES FOR MORE THAN 14 DAYS. +4% OF THE OPTIMUM MOISTURE CONTENT. ONE IN-PLACE DENSITY TEST SHALL BE PERFORMED FOR EVERY 5,000 1. THE 2009 B/CS UNIFIED TECHNICAL SPECIFICATIONS FOR WATER & SEWER CONSTRUCTION SHALL GOVERN ON THIS ..s�,��� 4 EXISTING CONDITIONS OR BETTER. SQ.FT. WITH A MINIMUM OF THREE (3) TEST BEING PERFORMED. PROJECT FOR ALL PUBLIC UTILITY IMPROVEMENTS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO " Ekgl 10. WHEN HYDROMUECH IS REQUIRED, CONTRACTOR SHALL KEEP MULCH MOIST AFTER INSTALLATION AND UNTIL AREA PERFORM ALL TESTS CONTAINED THEREIN. THE CONTRACTOR SHALL NOTIFY THE ENGINEER SHOULD ANY CONFLICTS OR " ' 12. ALL WORK WITHIN THE COUNTY OR CITY RIGHT-OF-WAY SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE SHOWS GROWTH. 3. EXISTING DRAINAGE WAYS THAT ARE TO BE FILLED SHALL HAVE BENCHES EXCAVATED INTO THE SIDE WALLS OF DISCREPANCIES OCCUR WITH THE CONSTRUCTION PLANS AND SPECIFICATIONS. ¢S, STANDARDS AND SPECIFICATIONS AS TO THE INSTALLATION AND EROSION CONTROL PROTECTION. THE CHANNEL SIDESLOPES PRIOR TO PLACEMENT OF FILL. BENCHES SHOULD BE AT LEAST SIX FEET IN WIDTH WITH * / 11. EROSION CONTROL MEASURES SHALL BE IMPLEMENTED PRIOR TO ANY EXCAVATION OR DEMOLITION WORK. ONE BENCH BEING PLACED VERTICALLY FOR EVERY TWO FEET OF CHANNEL HEIGHT. ' . .. 2. THE CITY OF COLLEGE STATION 'WILL REQUIRE THE TESTING OF COMPAC110N FOR ALL BACKFILL IN TRENCHES FOR B A METC 13. ALL EXPOSED DIRT SURFACES SHALL BE SEEDED/HYDROMULCHED. YARDS WITH SODD SHALL BE RESODDED TO �' - PUBLIC WATER, SEWER AND DRAINAGE -LINES. IF THE COMPACTION TESTS .OW THAT THE SPECIFICATIONS ARE NOT / • gg 83 ' THE SAME CONDITIONS OR BETTER. 4. MATERIAL EXCAVATED ON SITE, EXCLUDING THE TOP 6", MAY BE USED AS A FILL MATERIAL, UNDER PAVEMENT MET, THE CONTRACTOR WILL BE REQUIRED TO``RECOMPACT THE TRENCH AND AY FOR EACH SUBSEQUENT TEST UNTIL • AREAS ONLY, AS LONG AS THE PI IS BETWEEN 19 AND 35, WITH A LIQUID LIMIT LESS THAN 49, AND THE MATERIAL IT MEETS OR EXCEEDS THE SPECIFICATIONS. $��0�``� 14. PROPOSED SIGNS, OR THOSE WHICH REQUIRE RELOCATION, SHALL BE DONE IN ACCORDANCE TO THE FOLLOWING DEMOLITION NOTES: IS FREE FROM TRASH, LUMPS, CLODS, ORGANIC SUBSTANCE & OTHER FOREIGN MATTER. �l FS STANDARDS: SMD (GEN) -02 & SMD (SLIP -1)-02 THRU SMD (SLIP -3)-02. 5. SUBGRADE MATERIA UNDER 3. CUT SHEETS FOR ALL NECESSARY UTILITIES SHALL BE. PROVIDED, BY ( ) ( ) J THE CONTRACTOR, AS THEY BECOME %%A wv� 1. DEMOLITION OF EXISTING L, ER PAVEMENT STRUCTURES, CONSISTING OF GRANULAR SOILS WITH A LOW PLASTICITY AVAILABLE PRIOR TO CONS CITY'S. I STRUCTURES AND IMPROVEMENTS SHALL INCLUDE ALL WORK CONTAINED ON THESE TRUCTION OF THE WORK ..COVERED BY THE CUT SHEETS, AND SUBMITTED TO THE CITY S 15. THE TEXAS UNIVERSAL TRIANGULAR SLIP BASE SIGN SUPPORTS WILL BE REQUIRED FOR ALL SIGNAGE WITHIN "PLANS, BUT SHALL NOT BE LIMITED TO THE ITEMS SPECIFICALLY IDENTIFIED. ANY MATERIALS TO BE DEMOLISHED OR (PI<7) SHALL BE STABILIZED WITH TYPE 1 PORTLAND CEMENT (APPROXIMATELY 4% BY WEIGHT). ENGINEERING INSPECTOR. RIGHT-OF-WAY. CLEARED SHALL BE ` COMPLETELY REMOVED AND DISPOSED OF. THIS WORK WILL NOT ONLY CONSIST OF ABOVE GROUND ITEMS, BUT UNDERGROUND ELEMENTS AS WELL, INCLUDING BUT NOT LIMITED TO: TREE ROOTS, FOUNDATION 6. SUBGRADE MATERIAL, UNDER PAVEMENT STRUCTURES, CONSISTING OF CLAYEY SANDS, SANDY CLAYS AND CLAYS 4. TRENCH BACKFILL (UNLESS OTHERWISE NOTED): 16. OF INTERMEDIATE PLASTICITY 7<PI<20 SHALL BE STABILIZED - THE CONTRACTOR SHALL NOT CREATE A DIRT NUISANCE OR SAFETY HAZARD 1N AN ( ) ILI ED WLTH. EQUAL RATIOS OF LIME. AND FLY ASH Y STREET. THE PAVEMENT SYSTEMS, OLD PIPES, ETC... THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY ADDITIONAL ITEMS THAT (A) UNDER PROPOSED STREETS AND STRUCTURES (INCLUDING SIDEWALKS), INITIAL BEDDING &BACKFILL SHALL SHALL BE CLEANED DAILY. REQUIRE DEMOLITION, NOT IDENTIFIED ON THIS PLAN, PRIOR TO REMOVAL. (APPROXIMATELY 3% EACH BY WEIGHT). BE CEMENT STABILIZED SAND BEDDING AND SHALL BE COMPACTED IN LIFTS NOT GREATER THAN 6". FINAL BACKFILL - - SHALL CONSIST OF CLASS III MATERIAL IN LIEU OF CLASS IV B SOILS AND SHALL BE COMPACTED IN MAXIMUM 8" LIFTS 17. ADEQUATE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION AND ANY DRAINAGE DITCH 7. SUBGRADE MATERIAL UNDER PAVEMENT STRUCTURES C L OR 2 IT -SHALL BE TI1E RESP-ONS1BILlTY AOF THE CONTRACTOR TO STAGE AND SEQUENCE ALL DEMOLITION WORK WITH CONSISTING OF CLAYS OF HIGH PLASTICITY (PI>20j SHALL STRUCTURE DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO EXISTINGCONDITIONS OR _.�R.'r " '.v,, TO A DENSITY OF NOT LESS THAN 98% OF STANDARD MAXIMUM DENSITY AS DETERMINED USING ASTM D-698 AT A BETTER.- _. THE ENGINEER & UTILITY COMPANIES TO PROVIDE MINIMAL INTERRUPTION AND INCONVENIENCE OF UTILITY SERVICES BE STABILIZED WITH TYPE A HYDRATED LIME (APPROXIMATELY 6% BY WEIGHT), MOISTURE CONTENT OF 0% TO 4% OF OPTIMUM MOISTURE. DENSITY TESTS SHOULD BE PERFORMED AT LEAST EVERY AND SUCH SEQUENCE AND STAGING OF WORK SHALL BE APPROVED BY THE ENGINEER PRIOR TO COMMENCEMENT OF 200 LINEAR FEET FOR EVERY TWO (2) FEET OF FILL AT LOCATIONS SPECIFIED BY THE ENGINEERING INSPECTOR. TESTS 18. THE CONTRACTOR. SHALL COORDINATE ALL FENCE REMOVAL AND REPLACEMENT WITH THE DEVELOPER. WORK. 8. STABILIZED MATERIAL OR FILL MATERIAL SHALL BE PLACED IN EIGHT INCH MAXIMUM LOOSE LIFTS, WITH EACH LIFT SHOULD BE PEST FO1ED. IN THE O- (2) FEET PRESENCE UNLESS. DIRECTED- OTHERWISE BY INE INSPECTOR. WETTED OR DRIED TO A MOISTURE CONTENT RANGE OF 0% TO +3% OF THE OPTIMUM MOISTURE CONTENT AND (B) IN AREAS NOT UNDER STRUCTURES, INITIAL BEDDING & BACKFI 19. THE CONTRACTOR AGREES TO REPAIR ANY DAMAGE TO THE PUBLIC RIGHT-OF-WAY IN ACCORDANCE WITH THE 3. DEMOLISHED SURPLUS MATERIAL SHALL BE LEGALLY DISPOSED OF OFF-SITE. COMPACTED TO A UNIFORM DENSITY OF 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D698. STANDARDS OF THE APPLICABLE REGULATORY AGENCY. BACKFILL MAY BE FINELY DIVIDED EXCAVATION MATERIAL AND SHALL BE OSHALL BE BANK RIVER SAND. FINAL MPACTED IN MAXIMUM 8" LIFTS TO A X 4. ALL PAVEMENT EDGES, BOUNDING THE CONSTRUCTION AREA & MATCHING WITH NEW CONSTRUCTION SHALL BE 9. COMPACTION TESTS, FOR FILL SHALL BE VERIFIED - BY IN-PLACE DENSIY TE TS S DENSITY OF NOT LESS THAN 90% OF STANDARD MAXIMUM DENSITY AS 'DETERMINED USING ASTM D-698 AT A T FOR EACH LIFT (1 TEST PER 20. THE CONTRACTOR SHALL PROTECT ALL MONUMENTS, IRON PINS, AND PROPERTY CORNERS DURING CONSTRUCTION. NEATLY SAW CUT, UNLESS GRAVEL. FLEXIBLE PAVEMENT SHALL BE SAW CUT A MINIMUM OF 24" BEYOND ANY 5,000 SQ.FT. OF FILL AREA) WITH A MINIMUM OF THREE (3) TEST BEING PERFORMED PER LIFT. MOISTURE CONTENT OF O% TO 4% OF OPTIMUM MOISTURE. DENSITY TESTS SHOULD BE PERFORMED AT LEAST EVERY n Z 200 LINEAR FEET FOR EVERY TWO 2 FEET OF FILL AT LOCATIONS SPECIFIED BY THE ENGINEERING INSPECTOR. TEST ( j .� �► PROPOSED STRUCTURES. ( ) 10. STABILIZED MATERIAL SHOULD BE ROTARY TILLED TO PROVIDE A HOMOGENEOUS MIXTURE THAT MEETS THE SHOULD BE PERFORMED IN THE INSPECTOR'S PRESENCE UNLESS DIRECTED OT RWISE BY THE INSPECTOR. Ld z 5. THE CONTRACTOR SHALL CLEAR ALL RIGHT-OF-WAYS AND EASEMENTS CONTAINED IN THESE CONSTRUCTION GRADATION REQUIREMENTS SPECIFIED IN THE TxDOT, (JUNE 1, 2004) STANDARD SPECIFICATIONS FOR CONSTRUCTION D 0 DIMENSIONAL CONTROL NOTES: DRAWINGS.5 CONTRACTOR SHALL INSTALL 14 GAUGE SOLID COPPER TRACING WIRE D[RECTLY ABOVE ALL PVC PUBLIC UTILITY 0 n AND MAINTENANCE OF HIGHWAYS, STREETS &BRIDGES, (TEM NO. 260 FOR LIME TREATMENT AND ITEM N0. 265 FOR 1.` FLY ASH. .LINES, TAPED EVERY 1.0', AND METAL DETECTOR TAPE SHALL BE PLACED ABOVE THE LINE NO .DEEPER THAN 24", PER 1. THE CONTRACTOR MAY OBTAIN AN ELECTRONIC COPY OF THE SITE PLAN FOR CONSTRUCTION PURPOSES. THE 6. THE CONTRACTOR SHALL FIELD VERIFY AND LOCATE ALL EXISTING UTILITIES ON SITE PRIOR TO DEMOLITION. B/CS STANDARD CONSTRUCTION DETAIL W1-03. W ELECTRONIC FILE AND INFORMATION GENERATED, BY RME CONSULTING ENGINEERS RME), FOR THIS PROJECT IS 11. THE SUBGRADE SHALL BE STABILIZED TWO FOOT (2') BEYOND THE BACK OF CURB OR EDGE OF PAVEMENT, I=- 0 F- ( 7. THE CONTRACTOR SHALL PERFORM DEMOLITION ACTIVITIES AS NOTED AND SHOWN ON THESE PLANS AND AS WHICHEVER IS GREATER, UNLESS OTHERWISE SPECIFIED BY STRICTER REQUIREMENTS. B. WATER: J f � �/ r� CONSIDERED BY RME TO BE CONFIDENTIAL. WHEN ISSUED, IT'S USE IS INTEND SOLELY FOR THE INDIVIDUAL OR ENTITY DIRECTED BY THE OWNER/DEVELOPER. TO WHICH IT IS ADDRESSED. THIS MATERIAL IS INTENDED FOR USE BY THE RECIPIENT NAMED, ONLY, AND PERMISSION 1. ALL WATER LINE FITTINGS AND SPECIALS SHALL BE MECHANICAL JOINT, DUCTILE IRON, CLASS 350, WITH STAINLESS Q O V V IS NOT GRANTED TO THE RECIPIENT FOR DISTRIBUTION OF THESE DOCUMENTS IN ANY FORM OR FASHION. THE 12. COMPACTION TEST, FOR STABILIZED MATERIAL, SHALL BE VERIFIED BY IN-PLACE DENSITY TEST FOR EACH LIFT (1 STEEL NUTS AND BOLTS, UNLESS OTHERWISE SPECIFIED. �- 8. IT SHALL B E THE RESPONSIBILITY F RECIPIENT UNDERSTANDS THAT THIS DATA IS .AUTHORIZED "AS IS" WITHOUT ANY 0 THE CONTRACTOR TO OBTAIN ANY PERMITS AND PAY ANY FEES REQUIRED TEST PER 5,000 SQ.FT. OF FILL AREA) WITH A MINIMUM OF THREE (3) TEST BEING PERFORMED PER LIFT. W WARRANTY AS TO ITS PERFORMANCE, FOR DEMOLITION AND DISPOSAL FROM THE APPROPRIATE AUTHORITIES. 2. UNLESS OTHERWISE SPECIFIED, THE CONTRACTOR MAY DEFLECT WATER LINES A MAXIMUM OF 1 DEGREE PER JOINT. W ACCURACY, FREEDOM FROM ERROR, OR AS TO ANY RESULTS GENERATED THROUGH ITS USE. THE RECIPIENT ALSO THIS DEFLECTION SHALL OCCUR ALONG THE BARREL OF THE PIPE AND NOT AT THE JOINT. W 0 UNDERSTANDS AND AGREES THAT RME, UPON RELEASE OF SUCH DATA, IS NO LONGER RESPONSIBLE FOR THEIR USE B. PORTLAND CEMENT CONCRETE: Z i- 9. THE CONTRACTOR SHALL INSTALL ALL EROSION AND SEDIMENT CONTROL DEVICES, AS SHOWN ON THE SWPPP, 1. ALL CONCRETE, UNLESS OTHERWISE SPECIFIED, SHALL BE 4.5 SACK MIX WITH A MINIMUM COMPRESSIVE STRENGTH C. SANITARY SEWER: W ui OR MODIFICATION. THE USER AND RECIPIENT OF THE ELECTRONIC DATA ACCEPTS FULL RESPONSIBILITY AND LIABILITY PRIOR TO COMMENCING DEMOLITION WORK, / ry FOR ANY CONSEQUENCES ARISING OUT OF THEIR USE. OF 3,500 PSI AT 28. DAYS. 1. MANHOLES SHALL BE VACUUM TESTED AND SEWER LINES SHALL BE AIR TESTED AND TV CAMERA INSPECTED >_ J - ALL DIMENSIONS SHOWN ARE TO BE USED IN CONJUNCTION WITH THESE PLANS FOR LOCATING ALL IMPROVEMENTS ^ V 10. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UTILITIES THAT ARE TO REMAIN IN PLACE. ACCORDING TO B/CS UNIFIED SPECIFICATION NO. 490 PRIOR TO ACCEPTANCE. , 0 2. ALL CONCRETE SHALL BE PROPERLY VIBRATED WHEN PLACED AND NOT RAKED A DISTANCE GREATER THAN TEN � r � AND SHALL BE FIELD VERIFIED BY THE CONTRACTOR FOR WORKABILITY PRIOR TO CONSTRUCTION OF IMPROVEMENTS. 11 THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO AVOID UNNECESSARY DAMAGE TO ANY EXISTING ROAD (10) I=FFY. 3. UNLESS OTHERWISE SHOWN, ALL DIMENSIONING IS TO THE BACK OF CURB OR EDGE OF PAVEMENT, WHICHEVER IS SURFACE. 3. THE CONTRACTOR SHALL FOLLOW THE GENERAL INTENT OF THE JOINT PLANS SHOWN. JOINT SPACING SHALL NOT APPLICABLE. 12. ALL EXISTING ITEMS. THAT ARE TO REMAIN. IN PLACE WHICH ARE DAMAGED DURING CONSTRUCTION SHALL BE EXCEED 15' IN ANY DIRECTION TO ANOTHER JOINT OR EDGE OF PAVEMENT. CONTROL JOINTS SHALL BE CUT BETWEEN 4. THE BOUNDARY AND TOPOGRAPHICAL SURVEY WAS PROVIDED BY KERR SURVEYING, CO. RESTORED TO ORIGINAL CONDITION, OR BETTER, AT THE SOLE EXPENSE OF THE CONTRACTOR. 4 AND 18 HOURS AFTER PLACEMENT OF CONCRETE AND MAY BE SUBSTITUTED WITH CONSTRUCTION JOINTS. 13. SHOULD ANY EXITING UTILITIES NOT SHOWN OR SHOWN INCORRECTLY ON THIS PLAN BE FOUND ON SITE, THE 4. EXPANSION JOINTS SHALL NOT EXCEED A MAXIMUM SPACING OF 60' AND SHOULD NOT BE PLACED THROUGH THE 5. T.B.M. #1: SQUARE CUT IN BACK OF CONCRETE CURB ON THE SOUTH SIDE OF PARK PLACE DIRECTION ACROSS CONTRACTOR SHALL CONTACT THE ENGINEER IMMEDIATELY TO DISCUSS ANY POSSIBLE CONFLICTS BEFORE PROCEEDING MIDDLE OF AREA INLET OR JUNCTION BOXES LOCATED IN THE PAVEMENT. ALL AREA INLETS OR JUNCTION BOXES, FROM THE SUBJECT PROPERTIES' SOUTHWEST PROPERTY CORNER. WITH ANY WORK IN THAT AREA. LOCATED IN PAVEMENT AREAS, SHALL BE INSTALLED WITH ISOLATION JOINTS BETWEEN THE STRUCTURE AND THE (ELEV.=297.23'-NAD 83) PAVEMENT. 14. AN ASBESTOS SURVEY MUST BE PERFORMED PRIOR TO THE DEMOLISHING OF ANY STRUCTURES. THE CONTRACTOR SHALL ADHERE TO THE REQUIREMENTS SET FORTH IN THE ASBESTOS SURVEY AND REPORT. 5. ALL JOINTS SHALL BE SEALED WITH SONOBORN SONOLASTIC SL1, OR APPROVED EQUIVALENT. GAS COMPANY NOTES:15. SHALL WORKS COORDINATE DEPARTMENTLANDATHE C TDY INSPECTOR SE PRIOROTOECONNNECTIION WITH EXISTINOG CRAIG & CAROL INVESTMENTS Ltd 6. AS FAR AS PRACTICAL, THE CONTRACTOR SHALL ALIGN ALL SIDEWALK JOINTS .WITH CURB AND PAVEMENT JOINTS. CLIENT INFORMATION 7. CONCRETE SHALL NOT BE PLACED IF THE AIR TEMPERATURE IS 50'F AND FALLING OR 95'F OR HIGHER. C�O CRAIG PAULL I' UTILITY LINES ALL NEW LINES & STRUCTURES, RESPECTIVELY, SHALL BE IN PLACE, TESTED, AND APPROVED SO THAT CONCRETE MAY BE PLACED IF THE AIR TEMPERATURE IS 40'F AND RISING OR LESS THAN 95'F. 1808 TEXAS AVENUE S., STE. 300 1. AT ALL UNDERGROUND GAS UTILITY CROSSINGS THE CONTRACTOR SHALL GIVE THE APPROPRIATE UTILITY COMPANY THEY CAN BE PROMPTLY CONNECTED &PLACED IN SERVICE WITH MINIMUM DISRUPTION. COLLEGE STATION, TX A MINIMUM OF 72 HOURS NOTICE SO THAT THEIR FIELD REPRESENTATIVE MAY BE PRESENT: 16. THE CONTRACTOR SHALL COORDINATE AND SCHEDULE ELECTRICAL SERVICE FACILITIES WITH COLLEGE STATION C. STEEL: OFF: (979) 695-9955 2. TWENTY-FOUR (24) INCH CLEARANCE SHALL BE MAINTAIN BETWEEN THE PROPOSED UTILITY AND THE EXISTING ELECTRIC (CSU). A PORTION OF THIS WORK WILL BE PERFORMED BY CSU, BUT THE CONTRACTOR SHALL BE 1. ALL REINFORCING STEEL SHALL BE DEFORMED BILLED STEEL BAR HAVING A MINIMUM YIELD STRENGTH OF NOT UNDERGROUND GAS LINE. THIS CLEARANCE SHALL BE MEASURED FROM OUTSIDE OF -PIPE TO OUTSIDE OF PIPE, OR RESPONSIBLE FOR REIMBURSEMENT OF ALL WORK, SERVICES, AND MATERIALS REQUIRED BY CSU TO PERFORM SUCH LESS THAN 60 KSI CONFORMING TO ASTM A615, -GRADE 60. FAX: (979) 695- 9944 EMAIL: CRAIG�SYSTEKMAIL:COM SLEEVING, WHICHEVER IS MORE CONSERVATIVE. DUTIES. 2. ALL REINFORCING STEEL SHALL BE FREE FROM RUST OR OTHER BOND REDUCING AGENTS. FILENAME: 0335CV1A SCALE:N/A 3. FOR EXCAVATION NEAR THE UNDERGROUND GAS LINE, THE CONTRACTOR SHALL COVER, OR REMOVE, THE BUCKET 17. THE CONTRACTOR SHALL COORDINATE AND SCHEDULE GAS SERVICE WORK WITH ATMOS ENERGY AND WITH THE TEETH OF THE EXCAVATOR. THE FINAL TWENTY-FOUR (24) INCHES SURROUNDING THE GAS LINE SHALL BE INSTALLATION OF THE REQUIRED REPLACEMENT FACILITIES. THIS WORK WILL BE PERFORMED BY ATMOS ENERGY, BUT 3 ALL SPLICES IN PAVEMENT AND CURBING STEEL SHALL BE STAGGERED AND LAPPED 30"xBAR DIAMETER OR 12", SUBMITTED DATE: OCTOBER 6, 2010 _ EXCAVATED BY HAND DIGGING, THE CONTRACTOR SHALL BE RESPONSIBLE FOR REIMBURSEMENT OF ALL WORK, SERVICES, AND MATERIALS REQUIRED WHICHEVER IS GREATER. DRAWN BY: R.A.M. BY ATMOS ENERGY TO PERFORM SUCH DUTIES. CHECKED BY: R.A.M. I� 4. CONCRETE COVERAGE FOR THE REINFORCING STEEL SHALL COMPLY WITH THE A.C.I. CODE, LATEST EDITION. THE 18. THE CONTRACTOR SHALL COORDINATE AND SCHEDULE INSTALLA11ON OF PHONE SERVICES WITH VERIZON STEEL SHALL HAVE A MINIMUM 12" CLEARANCE WITH THE SOIL. FIELD BOOK: N/A PAGES: N/A TELEPHONE COMPANY. THIS WORK WILL BE PERFORMED BY VERIZON, BUT THE CONTRACTOR SHALL BE RESPONSIBLE IF FOR REIMBURSEMENT OF ALL WORK, SERVICES, AND MATERIALS REQUIRED BY VERIZON TO PERFORM SUCH DUTIES. RME CONSULTING ENGINEERS CLIENT NO. PROJECT NO. 19. DURING ALL PHASES OF CONSTRUCTION, THE CONTRACTOR SHALL MAINTAIN FIRE ACCESS AND FIRE FLOWS, TO �C� OZ 3 ALL EXISTING AND PROPOSED BUILDINGS, IN A MANNER THAT 1S ACCEPTABLE TO THE FIRE MARSHALL. FIRE aJ 35 ACCESSIBILITY SHALL MEET THE MINIMUM REQUIREMENTS: A. DURING CONSTRUCTION THE PROPOSED BUILDING SHALL BE ACCESSIBLE BY THE PROPOSED FIRE LANES AND A CLEAR PATH TO ALL EXISTING FIRE HYDRANTS, SHALL BE MAINTAINED; B. PRIOR TO CONSTRUCTION OF ALL PROPOSED BUILDINGS, THE PROPOSED PUBLIC WATER SYSTEM cuml IMPROVEMENTS, AND AN ALL-WEATHER ROAD/ACCESS WAY, SHALL BE INSTALLED AND ACCEPTED BY THE CITY. 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Z Z V / 230 3snV1O SIHI 30 (11) 3snbIOOnS NI S1VN1 I V1 NO SNIVW N-3iVM1iSVM 2NO3 0381NOS30 Sb O]SVON3 38 X" --q IIVHS 3NnN3iVM 3HI `1VN31VI NO NIVW N1 J VM31SW V NICINn S]SS02 o 3NnN]iVM M3N V NIHM (111) > X '3Nid3IVM 3141 MO -138 O31VO01 38 11VHS 3N11 N31VM31SVM 3141 't73(]IAONd 38 -IIVHS 3NiN3IVM 31-li ONV 3did IN3W3SVON3 3Hi N33Mi38 S3HONI XIS 30 30NV1SIO NOIIVNVd3S WnWINIW 3I c)SOV NV 'IV3S iH0IiN3iVM O33niOV3nNVW V d0 In0239 iN3W33 ANIdHS-NON 1HOlIH31VM HIM O31V3S 38 IIVHS ONISVO 3141 30 ON3 HOV3 'ONVS O3HSVM HIM 3NnONINdS 3141 Ol C13 -111J 30 NO SN33VdS HIM S1VAN31N1 (SS31 NO) 1004-3A13 lb C13INOddnS 38 11VHS 3did N3INHV3 3Hi ONn023V 33VdS 3141 'IVN1iV1 NO: NIVW 831VM31SVM 3141 NVHl N3O23VI SN313WVIG 3did IVNIWON OMi 1SV31 IV 38 IIVHS ONV 3NnN31VM 3141 NO CIIN311\130 38 IIVHS 3did ONISVON3 3141 'NOnini30 GO'S lb ISd 511 30 SS3N33IIS 3did WnWINIW b 3AVH IIVHS 3did ONISVON3 3101X31] '3did 30 NOIi33S (N39N01 NO) 1003-81 Nb NI O3SVON] 19 11VHS 3NnH31VM 31-li 30 AIlV1NOZ1230H 1334 3NIN NIH11M 1VN3LVI NO NMN d3IVM31SVM 3O SNOLL03S llV (II) '3NnN1iVM 3Hi -MO-139 031VOO1 38 IIVHS 1VN31V1 1 ii NO NIVW N31VM3ISVM 31-1i '030IAONd 38 11VHS 13134 OMI 30 30NV1SIO NOIlVNVd3S-1b311N3A WnWINIW 31n10S8b S2O 31 ISd OSI b 1Sb31 lb HIM 3did OAd 230 'N0211 31110nO `N0231 1SVOVO 30 O31On231SN0O 38 1SilW 3did ,llddnS Nb 'ISd 091 ISV31 lb 30 9NI1VN iNnssiiNd WnWINIW V ONIAVH 1VI831VW 3did HIIM 0310(1NISNO0 38 IIVHS S1N10f - 1VH1 HOnS IVd31V1 NO NIVW d31VM3ISVM 3Hi d3AO 03N3IN30 38 11VHS 3did 3Nn2331VM 3HI 30 1N3W03S 3NO ONV 3dld N3iVMaSVM 3Hi `3NI1N3IVM 3Hi ]0 30IS N1!H113 ]0 kllVINOZJNOH 1334 3NIN NIH11M (I) ),110 3141 ),8 NIX 'SNOLLdO ONIMO110d 3Hi 30 3NO HIM W2N3NOO J,lddb NOI103S8nS SIHI 30 (£) 1N]W3AVd N1 O]1VO01 �IOHNVW NIM3S ),NV11NVS HOV] NO NVd dINC1 11VISN1 IIVHS 2NOi3VNiNO3 9 .. �j 1 N SS1l IIVHS N011bllbiSNI 30 OOH13W ONV S1VIH31VW 3Hi '3Nn N31VM31SVM 3141 N3AO G3N3iN30 38 11VHS 1N311403S 'HlON31 HdVN9VNVd NI S1N3W32Nn03N 31-1i `03A31HOV 39 iONNVO ]ONVISIO NOLLVNVd3S 1004-3NIN V Al (9) "3did O31V23 323nSS321d TSd "OSI 1"SV31 ` •._,r �� 3did 2331VM 318V1Od 3Hi NI 1334 81 NVHI SS31 SI 3did 8'qI VM3ISVM 3Hi 30 HION3l CIHVONVIS V ONV NoinnsiSNOD 'AOIH1 S11NI Ot 39 111M (S9NIIVOO NO) 233N11 (3NVHi3Nn),lOd NO) 3N31,kH13J.IOd 1VNN31N1 (03�i0bf '.o��� 1V831V1 NO NIVW N31VM3iSVM O31VN 38nSS38d-NON `M3N V S3SSON0 3N]1831VM 318b1Od M3N V 383HM (AI) ']did ),lddnS N-iivm OnBnd 03SOdONd NO 9NLLSIX3 Nb W023d 30NVNV:110 1b1NOZ180H d0 1334 3NIN JI) (S.GNb8 1331-S 03N31H911-M3H0S/M) SIbA831NI WnWIXbW lb 3did Ol 030Nb8 NO `(Olbl dl) 1bAN31Nl SMOHS 230 03823n1SIO SI 1V2331b1 230 NIVW N31VM31SVM 9NIlSIX3 3Hi 31 '1V2331V1 230 NIVW N31VM31SVM 3Hi 30 SIN10(' 31-li N33Mi38 O3N3iN30 38 11VHS ONISSOdO 3HI `318ISSOd N3A3N3HM 'IVN31V1 230 NIVW N3iVM31SVM 3141 ON3 HOV3 NO 1N10f A0 WnWINIW b a311b1SNl 38 Ism J.3 Hl a9671b81 ON ONIMOHS S1S]1 ]9b�1b31 �8 a3(230ddnS Sb 1H9112131bM = ,1 WnWIXbW lb ]did 01 O31I (INV N3.1b1 N3d A011 -1i S11W 8 ]8 111M dV8M ]181-100 NO ON18ni 3N] AI-IiIAlOd 313W b 8 ]H1 ONOA39 SIHON1 Z1 Snld IN3WO3S 3did 3NO 34 H1ON3-1 1V1O1 3141 2303 (HdVN9V2NVd9nS SIHI 30 (1A) 3SnV10 38V 3did W31S),S NOLLO311O0 ONIlO3NN0O 3HI ONV S310HNVW W31S),S N01101100 SS]INn (b) ,£ 1VN331X3 'NOLL03iONcl IVNN31N1 ONV 1VNN-3IX] H109 3AVH 71M O3Sn 38 01 'd'I'O 11V ONV .INV .9 j' .;. """' " ' 33S) ONVS O3Z1118V1S _LN3W33 NI 030038W3 38 IIVHS 1VH31V1 NO NIVW N31VM31SVM 3Hi 'N011031330 %0'9 U.,'dwQo �jr ' . ,,• lb ISd SII 30 SS3NddI1S 3did WnWINIW V 3AVH 11VHS 3did N31VM31SVM 31-li '1VN31V1 NO NIVW 2331VM31SVM 3Hi 'NOI1V8Vd3S 310HNVW 11131SAS NOLD Il0O (INV 3did A1ddnS N31VM OnBnd (t) '0310N 3SIMN31-110 SS31Nn `51,1 30 SS3N3AI1S 3did WnWINIW V ONIAVH '•. �' 30 S1N10(` 3141 N33M130 032331N]0 39 IIVHS ONISS080 ]HI 3191SSOd 83A3N]HM '1V8]1V1 80 NIbW 2331VMIIISVM '(Otr HOS) t£O£-O NOIiVO13103dS .WISV ON11TIN 3did N3M3S OAd 9Z NGS 3:8 17VHS ,91 01 „9 ]]did N3M3S J,NV11NVS ITV 't �X•• ''••. 4" 3HI 3AO8V 1333 OMi 1SV31 lb 39 IIVHS 3NnN31VM 319V1Od 31-li '1VN3IV1 NO NIVW N31VM3iSVM 3Hi SIbA2331N1 1004 -]AI] 30 WnWIXbW V lb 3did ONISVON3 ONISS023O - NOIIV11V1SN1 3Nnd-AIVM M3N (8) 30 3Nn2331N30 31-li W0233 J.11V1NOZINOH 1334 3NIN 1SV31 lb ONV 1NVISIOIn03 323V 3did 31\1112331VM 31-11 30 SINIO(' 31-11 ONV 3did W31SAS NOL031100 3Hi 1\133Mi38 S233OVdS ),9 O3i8oddnS (-3-) '()3Sn 38 -IIVHS S310HNVW 3OVld-NI-1SVO ON '£ • u0nNiSNO0 3141 1VHI HOnS IV831V-1 NO NIVW N11iVM3ISVM 31-1i 83AO 032331N30 39 11VHS 3did 3Nn81liVM 3Hi 30 iN1W03S ONV '3did OM1. SI 30NV1SIO NOLLVNVd3S WnWINIW b (I) '1VAONddV S,NOi03dSNl 3Hi 01 103('8nS 01313 Ni Slid 32309 3O SNOI1V001 3Hi 3NIVIN I30 3NO 'i333 81 iSV31 lb SI lVd]1Vl NO NIVW 217IVMaSVM 314:1. 30 HiON31 I1\1311403S ]dld 08VONVIS 31-li ONV NOLI03T100 831VM31SVM 3Hi NVHI 23302341 S=IS IVNIWON OMi ISV31 lb (-Q-) 'IVIIS O3HnlOV3nNVW 230 1n023O 1WW]O HIM t131b3S SON3 N 03Sn 38 Wa31Vl NO NIVW N31VM3iSVM O31b23 3NnSS3Nd-NON 'M3N V S3SS023O 3Nn831VM 318b1Od M3N V 3N3HM (111) 'ONOI 1334 81 1SV31 Ib (-0-) HI09 ONV ONISS080 3Hi NO 03831N30 38 IIVHS 3did iN3W3Sb0N3 3141 'ONVS O3HSVM HIM 3NnON18cJS 31-li ION Q1nOHS V ES SIHI '3did 031VN 323nSS3Nd '•1V3S 032Nn10b3nNVW 230 In02N iN3W30 HIM SON3 HI08 lb 031V3S (-8-) 01 (131114 39 NO S811OVdS HIM S-lVAN31NI 1003 S lb 031210ddnS 39 'IIVHS 3did 2GIN8VO 3Hi ONn023V 3OVds J18 fl30 id3�l 38V 3it/fl ISd 091 1SV31 IV HIM (IV10i 1334 8i) SNO:1103NIO .H1O8 .NI 1333 3NIN ISV31 lb .2103 C13oVId3N 39 IIVHS 'ONISS080 3Hi NO 43N31N30 (-V-) 3Hi 3NnN3 IiVM 3Hi NVHl 83108V1 S3ZIS 1bNIWON OMI ONV ONO -1i3]3 BI iSV31 1V 3did SSVIO 38nSS321d ISd `O3A31HOb 11VHS 3NnN31VM 318biOd M3N 3141 '3dld 031VN 3HnSS323d ISd 091 1.SV31 lb 30 O3IOnNISN0O 38 11VHS 1VN31V1 11 `ONI>IV31 30 SNOIS SMOHS -lVN31VI NO NIVW H31VM31SVM 9NIiSIX3 3Hi 31 '1Vd-ql V1 NO NIVW 831VM31SVM 3HI :SI 1bN1 3did 5SVI0 323nSS323d 051 .�0 1N10f b NI (]3SbON3 38 1S(1W 3Nn2331t/M 3HI 38 lONNbO 3ONb1Sla NOLLt/21bd3S 100.E 3NIN 3Hi SIHI Ol ?�OI2�d a3nSSi 30 SINIOf 3Hi N33Mi38 03H31N30 38 11VHS ONISSOHO 3141 `3181SSOd H3A3N3HM '1b2331b1 NO NIbW d31VM3iSVM ISd OS1 1Sb31 lb 30 1N10f V NI 03SVON3 38 ism 3did W31SAS NOLLO31100 b (11) dl '3Nn233iVM O3SOdOdd NO ONIISIX3 Nb WONJ 30NVNVII10 1b1NOZINOH d0 I33d 3NIN d0 WnWINIW b 3OIA08d Ol SONIAAVM NM') ISN00 3141 3AO8V S3HON1 XIS 1SV31 lb 38 11VHS 3Nnd31VM 318b1Od 3Hi '1b2331V1 NO NIVW 831VM3ISVM 31-li 30 V bV123d021ddV ONISn 9NI1b21 ]23nsS]21d SV OS (I311V1SNI 38 isnW h3Hi `3OVAV31 ON 803 O]1S31 ONV 1H0I1d31VM 34VW 38 NVO S3IOHNVW SSTINn 'Z 1 ii 3Nnd31N30 3HI W0233 AIIVINOZI230H 1334 3NIN 1SV31 lb ONV iNVISiOin03 38V 3did 3NI-ld3iVM 3Hi 30 S1NI0(' 3Hi S2O 31 ISd OSI b 1Sb31 lb HIM 3did OAd 230 'N0211 31110nO `N0231 1SVOVO 30 O31On231SN0O 38 1SilW 3did ,llddnS ® �/ 1VH1 HOnS IVd31V1 NO NIVW d31VM3ISVM 3Hi d3AO 03N3IN30 38 11VHS 3did 3Nn2331VM 3HI 30 1N3W03S 3NO N31VM 0n9nd V 30 1334 3NIN NIHIIM 3did W31S),S NOIl0TnO0 V 30 NOLLdOd HOV3 (1) ),110 3141 ),8 y f l� 1b2331b1 80 NIbW d31VM3iSVM 031b23 323nSS3Nd `ONIlSIX3 Nb S3SSON3 3Nn233iVM 318b10d M3N b 3233HM (11)33NVId303b : (33MO1103 39 Ism S3NnG33O d IVNIA 1LLNn moonld NibW3N IIVHS N3M3S 3Hi '233M3S kNViINVS O3SOd021d 3O CIN3 Wb3NISNM0O "3did O31V23 323nSS321d TSd "OSI 1"SV31 LO100 V 31 (III) " 9NIM01103 3Hi 30 ]N0 3did J,lddnS 2331VM Onend b N3AO S3SS02N W31SAS NO]1 9nld IIVHS 230IOb211N0O `310HNVW 233M]S ),21V11NVS 9NIiSIX3 Nb Ol NOIlO3NN0O V 9NI>ibW N3HM 'I NoinnsiSNOD lb HIM (1b101 1333 8I) SNOLI032310 H100 NI I33d 3NIN 1SV31 lb 2303 O30V1d3d 30 11VHS II 'ONI>IV31 30 SNOTS 3did W3ISAS N011031100 31-li 30 dol 3Hi 3AO8V (S3HON1 "i SMOHS 230 03823n1SIO SI 1V2331b1 230 NIVW N31VM31SVM 9NIlSIX3 3Hi 31 '1V2331V1 230 NIVW N31VM31SVM 3Hi 30 SIN10(' 31-li N33Mi38 O3N3iN30 38 11VHS ONISSOdO 3HI `318ISSOd N3A3N3HM 'IVN31V1 230 NIVW N3iVM31SVM 3141 ZI NVHI SS31 ION Ing) 8313INVIG 3did 3NO 01 3did W]1SAS NOLL031100 3141 3O 3NnN31N30 3Hi MO -139 3did : 3IVA.18 v 51-Tand) SMON U3M3S bl. S '1Vd31VI W31SAS NOII031100 3141 30 H313NVlG 3Hi 30 d3123bn0 3NO WONJ O311VISNi (-8-) 3AO8V 1334 OMi 1SV31 IV 38 11VHS 3Nnd31VM 318b1Od 3141 NO NIVW H31VM31SVM 31-li 30 3NnN31N30 U.,'dwQo i iVHdid 31-li W02d ,111V1NOZINOH 133] 3NIN 1SV31 lb ONV INVISIOIn03 38V 3did 3NnH31VM 3Hi 30 S1N10f 31-1 l )\iddnS N31bM On9nd b d0 13]4 3NIN NIH1]did W31SAS NOII0TnO0 30 NOIlO3S .kNV NOA ONVS d0 GNVA 3 1M HOns 1vN3iv1 NO NIVW N31VM3iSVM 3Hi N3A0 C13N3iN33 38 IIVHS 3did 3NJ1lN31.VM 3141 d0 IN31NO3S 3NO `1VN3IV1 O18nO 2134 1N31N30 30 SOVB ONnOd 08 3230W 210 OMi HIM OIZI11OVIS ONUS (,V-) '(Otr HOS) AUSenI'L sS3Nn NO NIVW N31VM3iSVM (131VN 33nSS3Nd-NON '9NIiSIX3 Nb S3SSOdO 3NnN31VM 318V10d M3N V 3N3HM (1) 38 Ism 3did W31SAS NO11031100 3Hi ONn023b 111JADV8 IVI11N1 OAd -b HIM 823nO 30 >1OV8 3Hi ONOA38 (INV `1N3W3AVd 3Hi d3ONn 03A33 -1S 38 11VHS S301Ad3S N31VM '£ ONISS023O - NOIIV11V1SN1 3Nnd-AIVM M3N (8) 31-li `3did AlddnS Haw OnBnd V 30 1334 3NIN NIHIIM SI 3did W31SAS N011031100 V 31 (11) ,Z NOlidINOS3O 31VO ANVW'1333 OM1. 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IT/C=292.,- 47.65 L.F. OF 12'•0 PVC DRAINAGE PIPE @ 1.60% SLOPE CONCRETE JUNCTION BOX RIM=292.25' F/L (1)=290.99' F/L (0)=290.89' /C=293 96' CONCRETE SIDESLOPL HEADWALL (12"0 PIPE) F/L=291.75' LOT 2B, BLOCK ONE EAST BRAZOS PARK INDUSTRIAL .� T/c=292.64' T/c-2�3.s0 S 2147'47 E -- 297.51' (CALLED 0.202 ACRES) T/C=292.54' ----- �v 04 T/C=291.80' 5.50% 292 293 - 'I ` - C.O. / 294 C. 5.50/ ' !�!••+. 5..50%. LOT 1 R, BLOCK TWO F.S. KAPCHINSKI (CALLED 2.616 ACRES) SWALE w/3H:1 V SIDESLOPES & 2.25% SLOPE y I cyq T/C= 94.36' /f < j T/C=295.1 lo GRANCALLY MAPPED 100 -YR LOODPLAIN c� ` m FLOODW Y (ZONE AE) �+ �, S�'YSTEK COM P U TI N d 1 PER LOYR CASE No. � co o / 07-06-0 46P DATED , , O / c 7/11/08 4'W x 81 CONCRETE F. F. = 295.35' (MAX.) CROSS -SLOPE (IN BF�-287.50' DRAINAGE FLUME @ 4H:1 V 112.48 L.F. OF 12"0 SLOPE w VELOCITY 1 1 2" RECESSED BRICK LEDGE)` ALL DIRECTIONS IN THE // PVC DRAINAGE PIPE @ ( / H C PARKING AREA // \ DISSIPATERS -EXTEND "' � 1.fi0% SL PE TO BOTTOM OF FILL J J J w/ROCK RIP -RAP Lo /// /T C=295.10' F/L 12"0 PIPE = 289.00' / , J T/C=2 4.22' 1, \ ® W� LK5/8„ I.R.F., .50% 61 WA K t { EXISTING WOOD FENCE 294.6 /L=294. 5/8" I.R.F. IT ,T/C=291. 0' T/G=289.75'b\ - ,•, T/C=295.10' i T/C=295.10' Q LL' T =291.51',n t FS 24_ _ E 8... 2' � I O • \� \ `�\ I ( i r, t 3.75% T/C= 3.59' \\ 294 I - - a T%N7-291. 5' I ' •� f 0.70%100 Z". \ tT/G=,287.80' jj cP 3.54% T/C=294.1 �' 0.99% ! '� W � f ° j cA T/C=293.16 _[-T/C=295:02' T=.294.22' Q W I ' cP T/C=291.56' T/C= 3.70' T/C=295.06' o T/W=291.25 o N�, i I T/G=287.50' % \ =288.50 � \ 2g3 / 2 uf o \ \ T/P=288.48 Clq 2.06% i 2.00% T/W=291.25' � �� T G=287.80' FT/C=295.30'/z cP T C=29 I / / T, \ _ N 24-37-56- W' - 318.23'- I ; 5/8» I:R:F_T/W=291.25' N N N N N T/G=2k.10' T/W=296.10' LOT 9, BLOCK TWO \ F.S. KAPCHINSKI 1/2» LR.F. I LOT 18-20, BLOCK FOUR 4'W X 81 -CONCRETE (CALLED 0.298 ACRES) REDMOND TERRACE DRAINAGE FLUME _@ 4H:1 V (CALLED 2.714 ACRES) SLOPE w/VELOCITY w _. 130 L.F. OF CONCRETE DISSIPATERS - EXTEND RETAINING WALL TO BOTTOM OF FILL w/ROCK RIP -RAP DETENTION POND WEIR I STRUCTURE w/ROCK RIP -RAP L CONCRETE RETAINING WALL EXISTING GRADE =294.64' PLAN O 20 40 NORTH SCALE: 1" = 20' i I M.H. J.B. I I I I MATCH NEW PAVEMENT TO EXISTING) PAVEMENT ELEVATION & GRADE FLUSH DO NOT EXCEED 2.00% (MAX.) CROSS -SLOPE (IN ALL DIRECTIONS IN PEDESTRIAN CROSS -WALK ?95.12' G. T/C-295. 0T.B.M. #1=297.23' G (NAD 83) E I I TYPICAL CROSS-SECTION DETENTION POND N.T.S. 'CONCRETE RETAINING WALL -i 24" I 5" I TOP=291_25' \\\ 4 STAGE 2=290.75' AGE 1=287.50' POND Ll WEIR STRUCTURE N.T.S. SYMBOL & LINE LEGEND 0 00 M.H. 0 LIGHT POLE 0 J.B. ® GAS PIPELINE RISER Mwv /W= 94.25' ®WM WATER METER 58" / I.R.F. ® Ev ELECTRIC VALVE ®BV BALL VALVE OEM ELECTRICAL TRANSFORMER ®GM GAS METER Oo MH MANHOLE OG.G CLEANOUT I&FH FIRE HYDRANT \ D.C.V. Y < W.M AREA INLET ffpB JUNCTION BOX 0 CURB INLET rr�� FIXED PIPE BOLLARD - - - BUILDING SETBACK LINE ------- Q < EASEMENT LINE - PUBLIC UTILITY EASEMENT _j 3 r SHEET C2.2 FOR GRADING, -. @7 Q C Q I D - 04 ( 00 r � � 0 v Q Q 00 � N 5/8" I.R.F. IT ,T/C=291. 0' T/G=289.75'b\ - ,•, T/C=295.10' i T/C=295.10' Q LL' T =291.51',n t FS 24_ _ E 8... 2' � I O • \� \ `�\ I ( i r, t 3.75% T/C= 3.59' \\ 294 I - - a T%N7-291. 5' I ' •� f 0.70%100 Z". \ tT/G=,287.80' jj cP 3.54% T/C=294.1 �' 0.99% ! '� W � f ° j cA T/C=293.16 _[-T/C=295:02' T=.294.22' Q W I ' cP T/C=291.56' T/C= 3.70' T/C=295.06' o T/W=291.25 o N�, i I T/G=287.50' % \ =288.50 � \ 2g3 / 2 uf o \ \ T/P=288.48 Clq 2.06% i 2.00% T/W=291.25' � �� T G=287.80' FT/C=295.30'/z cP T C=29 I / / T, \ _ N 24-37-56- W' - 318.23'- I ; 5/8» I:R:F_T/W=291.25' N N N N N T/G=2k.10' T/W=296.10' LOT 9, BLOCK TWO \ F.S. KAPCHINSKI 1/2» LR.F. I LOT 18-20, BLOCK FOUR 4'W X 81 -CONCRETE (CALLED 0.298 ACRES) REDMOND TERRACE DRAINAGE FLUME _@ 4H:1 V (CALLED 2.714 ACRES) SLOPE w/VELOCITY w _. 130 L.F. OF CONCRETE DISSIPATERS - EXTEND RETAINING WALL TO BOTTOM OF FILL w/ROCK RIP -RAP DETENTION POND WEIR I STRUCTURE w/ROCK RIP -RAP L CONCRETE RETAINING WALL EXISTING GRADE =294.64' PLAN O 20 40 NORTH SCALE: 1" = 20' i I M.H. J.B. I I I I MATCH NEW PAVEMENT TO EXISTING) PAVEMENT ELEVATION & GRADE FLUSH DO NOT EXCEED 2.00% (MAX.) CROSS -SLOPE (IN ALL DIRECTIONS IN PEDESTRIAN CROSS -WALK ?95.12' G. T/C-295. 0T.B.M. #1=297.23' G (NAD 83) E I I TYPICAL CROSS-SECTION DETENTION POND N.T.S. 'CONCRETE RETAINING WALL -i 24" I 5" I TOP=291_25' \\\ 4 STAGE 2=290.75' AGE 1=287.50' POND Ll WEIR STRUCTURE N.T.S. SYMBOL & LINE LEGEND 0 POWER POLE 0 LIGHT POLE €ecr GUY WIRE ANCHOR ® GAS PIPELINE RISER Mwv WATER VALVE ®WM WATER METER IDcv DOUBLE CHECK VALVE ® Ev ELECTRIC VALVE ®BV BALL VALVE OEM ELECTRICAL TRANSFORMER ®GM GAS METER Oo MH MANHOLE OG.G CLEANOUT I&FH FIRE HYDRANT 01P TELEPHONE PEDESTAL CI Al AREA INLET ffpB JUNCTION BOX 0 CURB INLET o PB FIXED PIPE BOLLARD - - - BUILDING SETBACK LINE ------- PROPERTY LINE -------- EASEMENT LINE P_U.E. PUBLIC UTILITY EASEMENT B.L. BUILDING SETBACK LINE DRAINAGE DIRECTIONAL ARROWOF r. STEM HEIGHT BASE WIDTH T/P=1oo.oD TO OF PAVEMENT €ecr T/c=loo.00 TOP OF CURB f <3'-3." 3.'-0" 7607 EASTMARK DR., STE. 25OF <7' T/W=100.00 TOP'' OF WALL POST OFFICE BOX 9253 <4'-3" 3,-6" COLLEGE STATION, TEXAS 77842 T/G=100-00 TOP OF GROUND OR GRATE EMAIL: civil@rmengineercom 0 15- OFFICE - (979) 764-0704 3'-9" T.B.M. #1; FAX - (979) 764-0704 #4 TEXAS FIRM REGISTRATION No. F SQUARE CUT IN BACK OF CONCRETE CURB ON THE SOUTH SIDE OF PARK PLACE DIRECTION ACROSS FROM i THE SUBJECT PROPERTIES' KERR SURVEYING, LLC SOUTHWEST PROPERTY CORNER. (ELEV. =297.23' -NAD 83) COL CHURCH STREET COLLEGE STATION, TX 77841 OFF: (979) 268-3195 PLAN NOTES: FAX: (979) 691-8904 1. REFER TO SHEET CO.1 & CO.2 FOR GRADING, DRAINAGE, AND MISCELLANEOUS CONSTRUCTION N OTES. 2. REFER TO r SHEET C2.2 FOR GRADING, DRAINAGE & MISCELLANEOUS DETAILS. v v d V ,00007 *y p�L ® MARK DATE DESCRIPTION CALL BEFORE YOU DICE SUBSTANTIALLY TEXAS ONE CALL SYSTEM COMPLETE 1-800-245-4545 #E (AT LEAST 72 HOURS PRIOR TO DIGGING) IVARNINGII: THE CONTRACTOR IS TO LOCATE ANY AND ALL UTILIjTIESno iC PRIOR TO CONSTRUCTION AND IS SOLELY RESPONSIBLE FOR ALL D kGES CONST TO EXISTING UTILITIES DUE TO ANY CONSTRUCTION ACTIVITL 11124110 CONSTRUCTION DRAWINGS ISSUED PRIOR TO THIS DATE ARE REPLACED BY RETAINING WALL NOTES: THIS SET & SHOULD NOT BE USED F R 1. -CONCRETE SHALL HAVE A 28 DAY COMPRESSIVE STRENGTH OF 3,500 PSI. USE CONSTRUCTI 3/4" COARSE AGGREGATE WITH A SLUMP NOT TO EXCEED 4 INCHES. 2. REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60. aw 3. FOOTING SHALL BE PLACED ON SUBGRADE COMPACTED TO A MINIMUM OF 95% OF > *' B• •A METc MAXIMUM DRY DENSITY DEFINED BY ASTM D698 STANDAR PROCTOR........ • • 88 83 4. PROPERLY CONSOLIDATE ALL CONCRETE WITH. MECHANICAL VIBRATORS. �+ o,<:•.< 5. BRACING OF RETAINING -"WALL WILL BE REQUIRED IF BACKFILL OPERATIONS BEGIN !t,11x w � PRIOR TO CONCRETE REACHING IT'S DESIGN STRENGTH.PRIOR TO THIS TIME HEAVY EQUIPMENT FOR SPREADING AND COMPACTING BACKFILL WILL NOT BE ALLOWED. 6. PLACE EXPANSION JOINTS AT 50' INTERVALS, SEE DETAILS SHEET C2.2 7. REFER TO SHEET COA "PAVING NOTES" FOR ADDITIONAL CONCRETE AND STEEL REQUIREMENTS. WALL TABLE STEM HEIGHT BASE WIDTH HEEL BARS "0" BARS 'PIP" <3'-3." 3.'-0" 1'-O" #4 „ #4 1.5- <4'-3" 3,-6" V-6" #4 @ 15" #4 0 15- <5'-3" 3'-9" V-9" #5 @ 15" #4 (0 15" 12" TYP. 3/4" CHAMFER .y BARS 4- #4 d< -e V) d BARS „0„ W #4'L BARS @ .. a 12" O.C. F- DETENTION W FACILITY #4 BARS @ 18" O.C. N zZ \ \ \/\ EEL WIDTH �A :.:: • ' : = ` /wv/�Av // //A rZ .+3a A C4 <p'<a _ <a da - •-.dam � � e /\\/\ #4 BARS #4 BARS @ 12" O.C. 18" O.C. 3-#4 BARS 12 #4 BARS @ CONTINUOUS 12" O.C.J9. ls» BASE WIDTH (VARIES) N.T.S. X W Y zI- 0 QZ a �J0 Y t) < t N W L� O ® 0 Cr Q (!) m z Ad W U1 - HAW CL LLJ m t� Z CD w �y (� 0 0 J IWED F0 COIVIPLIA►NCE JAN 13 2011 COLLEGE � TION ENGINEERING CLIENT INFORMATION CRAIG & CAROL INVESTMENTS, Ltl. c/o CRAIG PAULL 1808 TEXAS AVENUE S., STE. 30b COLLEGE STATION, TX OFF: (979) 695-9955 FAX: (979) 695-9944 EMAIL: CRAIG@SYSTEKMAIL.COM FILENAME: 0335GPlA I SCALE: 1 "=20' it SUBMITTED DATE. OCTOBER 6, 2010 DRAWN BY: R.A.M. CHECKED BY: R.A.M. FIELD BOOK: N/A PAGES: N/A RME CONSULTING ENGINEERS 1i1 CLIENT NO. PROJECT NO!!, 225 0335 ■ 2 SHEET 6 OF 11 10 L.F. OF 2-4" PVC CONDUIT (GREY) w/PULL STRING FOR PRIMARY ELECTRIC SERVICE (48" MIN. COVER) — MAINTAIN 24"' (MIN) HORZ. SEPARATION W/ALL OTHER UTILITIES & PLACE IN SEPARATE DITCH — INTERCEPT SPARE 4" CONDUIT APPROXIMATE LOCATION OF 2" ATMOS GAS LINE APPROXIMATE LOCATION OF UNDERGROUDN -___]&I TRIC LINE GAS VARIABLE WIDTH P.UE. (1834/637) -UE- - - -UE E- - -uE- - — — — -A — — — LOT 1 R, BLOCK TWO I 1 F.S. KAPCHINSKI (CALLED 2.616 ACRES) 64 S.F. OF CONCRETE 66 S.F. OF CONCRETE PATCH — SAW CUT PATCH SAW CUT FOR ELECTRICAL FOR SEWER SERVICE SERVICE AS REQUIRED AS REQUIRED 1@0 L.F. OF 2-4" PVC CONDUIT (GREY) w/PULL STRING FOR PRIMARY ELECTRIC SERVICE (48" MIN. COVER) _ MAINTAIN 24' (MIN) HORZ. SEPARATION w/ALL OTHER UTILITIES PLACE IN SEPARATE DITCH — EXTEND TO R.O.W. APPROXIMATE fn APPROXIMATE LOCATION OF 48"0 R.C.P. STORM SEWERF--,,, II 11 (n 4" DEEP SERVICE OF 11-0 w 61 R,C.P. STORM SEWER STORM SEWER MANHOLE TRANSFORMER & CONNECTIONI---, -r R=293 27' 1 N 0 20 40 Nowim 11 1 SCALE*. 1" 20' APPROXIMATE I i PAD (FURNISHED FA=289.40'1 LOCATION OF 8" F/L(N)=281.79- SAKI. EWER R 3w: I W BY CoCS) PUBLIC SANITARY F/L(E)=281.83' 4NH E L SEWER LINE F/L(S)=281.97' =29 4V 11 L LOCATION OF F/L(W)=282.32' F/L(N3�=287,9(' 11 24"0 R.C.P. STORM SEWER F/L(S) 287.91' li 30 OF 4" PVC w (SDR -26, D3034) 8"sSkJ 41 GAS GAS 8"sS ss"g SEWER -@ 2.00% SLOPE P.U-E (24- MIN COVER) (279/-4-3-7PAS GAS 10 — — — — — — — — — — GAS SAN. SEWER —UE — — — — — — — 0 MANHOLE 30 L.F.L (SD R-26, �E SEWER 3 (2 �794 JUE:�! ul uS� 2r't9e47R- EUE=----- —UE— — —UE— — — —UE— _UE R=297.92' E— — — —UE— — 4 5/8" I.R. F/L(N)=291.47' 016 1 F/L(W)=291.50' EX 5 —UE— EXISTING WOOD 7ENCE —UE— — —UE— — — — UE w STORM SEWER ----UE x UE— I MANHOLE T 14.5"1 WALK I TWO—WAY- Ur — It I R=294.07' STANDARD 4"0 E.Ml Ul W.L I F/L(N)=282.50' En F/L(E)=282.53' CLEANOUT' D.C. V., p® I F F/L=290.00' �11)' P.U.E. �4 104 L.F. OF 3-4" PVC CONDUIT (GREY) (384/346) w w I -j CONDUIT GREY -I— Y) w/PULL STRING FOR SECONDARY 2—ELECTRIC METERS Ca ELECTRIC SERVICE (36" MIN. COVER) BOTH: 300 AMP SERVICE _no TTION _ � i MAINTAIN 24" (MIN) HORZ. SEPARATION 120/208 — 3 PHASE 2 a: L C I w/ALL OTHER UTILITIES & PLACE IN < SEPARATE. ITC SYSTEK COMPUTING APPROXIMATE UTILITY 10 co F.F. = 295.35' ENTRY POINTS ILLUSTRATED SPECIFICATIONS GROSS AREA = 7,084 SQ.FT. REF. M.E.P. DRAWINGS LOT 2B, BLOCK ONE A FOR EXACT LOCATION & EAST BRAZOS INDUSTRIAL PROPOSED 12"0 IFC CONSTRUCTION TYPE = IIB Is #1 (CALLDAO. 202 ACRES) SEE SHEET C1.2 W APPROXIMATE LOCATION OF —18" DIP PUBLIC WATER 6' ALK 5/8!' LR. F. WAIIKttt LINE A 6i W TION APPROXIMATE LOCA OF Lt- PVC PUBLIC WATER 8 Q- 0 S 2403325" E 87.72# LINE lg.o Al -r Ne 0. 0 5/8" I.R.F. 24! PRIVATE CROSS w va VARIABLE WIDTH ACCESS EASEMENT Q- IRAINAGE EASEMENT (268/795) --APPROXIMATE LOCATION OF 24"0 R.C.P. STORM SEWER T.B.M. #1=297.23' y i (NAD 83) La/. N 24*3756" W 318.23' GA 5/8" I.R.F. G.V. T tn APPROXIMATE LOCATION OF -T- LOT 9, BLOCK TWO w 4" ATMOS GAS LINE -20, BLOC F.S. KAPCHINSKI LOT 18 K FOUR REDMOND TCD0AflC' (CALLED 0.298 ACRES) 00 (CALLED 2.714 ACRES) Ld s r-rc:)Ip I CALL BEFORE YOU DIG TEXAS ONE CALL SYSTEM 1-800-245-4545 (AT LEAST 72 HOURS PRIOR TO DIGGING) WARNING!!: THE CONTRACTOR IS TO LOCATE ANY AND ALL UTILITIES PRIOR TO CONSTRUCTION AND IS SOLELY RESPONSIBLE FOR ALL DAMAGES TO EXISTING UTILITIES DUE TO ANY CONSTRUCTION ACTIVITY. UTILITY DEMAND SUMMARY: -30 L.F. OF 2" (TYPE K) WATER POWER POLE SERVICE (247 MIN. COVER): & 2"0 LIGHT POLE TAPPING SADDLE — SEE B/CS 1. PEAK WATER WAS DETERMINED DETAIL W2-01 USE AVG. 1 — 1" DOMESTIC WATER METER BY THE B/CS METHOD 1. — FIXTURE 1 — 1" IRRIGATION WATER METER SEWER (gpd) 1,337 1 — DOUBLE CHECK VALVE COUNT & LOADING FACTORS. (METERS SET BY CoCS) AND DESIGN. 30 L.F. OF 1 1/2- PVC (SCH 40) 36 WATER SERVICE (24- MIN. COVER) ELECTRICAL TRANSFORMER 30 L.F. OF 2-3" PVC CONDUIT IRRIGATION (gpm) 35 (GREY) w/PULL STRING FOR PHONE 2. SANITARY SEWER AVERAGE -DAILY & CABLE SERVICE w/24!' MIN. THE CONTRACTOR SHALL BE RESPONSIBLE TO EXTEND ALL NEW CONDUIT COVER — AS DIRECTED BY UTILITY FIRE HYDRANT COMPANY THE 29 L.F. OF STREET BORE "DRY' FOR (D WATER SERVICE LINE 10 L.F. OF 2-4" PVC CONDUIT (GREY) w/PULL STRING FOR PRIMARY ELECTRIC SERVICE (48" MIN. COVER) — MAINTAIN 24"' (MIN) HORZ. SEPARATION W/ALL OTHER UTILITIES & PLACE IN SEPARATE DITCH — INTERCEPT SPARE 4" CONDUIT APPROXIMATE LOCATION OF 2" ATMOS GAS LINE APPROXIMATE LOCATION OF UNDERGROUDN -___]&I TRIC LINE GAS VARIABLE WIDTH P.UE. (1834/637) -UE- - - -UE E- - -uE- - — — — -A — — — LOT 1 R, BLOCK TWO I 1 F.S. KAPCHINSKI (CALLED 2.616 ACRES) 64 S.F. OF CONCRETE 66 S.F. OF CONCRETE PATCH — SAW CUT PATCH SAW CUT FOR ELECTRICAL FOR SEWER SERVICE SERVICE AS REQUIRED AS REQUIRED 1@0 L.F. OF 2-4" PVC CONDUIT (GREY) w/PULL STRING FOR PRIMARY ELECTRIC SERVICE (48" MIN. COVER) _ MAINTAIN 24' (MIN) HORZ. SEPARATION w/ALL OTHER UTILITIES PLACE IN SEPARATE DITCH — EXTEND TO R.O.W. APPROXIMATE fn APPROXIMATE LOCATION OF 48"0 R.C.P. STORM SEWERF--,,, II 11 (n 4" DEEP SERVICE OF 11-0 w 61 R,C.P. STORM SEWER STORM SEWER MANHOLE TRANSFORMER & CONNECTIONI---, -r R=293 27' 1 N 0 20 40 Nowim 11 1 SCALE*. 1" 20' APPROXIMATE I i PAD (FURNISHED FA=289.40'1 LOCATION OF 8" F/L(N)=281.79- SAKI. EWER R 3w: I W BY CoCS) PUBLIC SANITARY F/L(E)=281.83' 4NH E L SEWER LINE F/L(S)=281.97' =29 4V 11 L LOCATION OF F/L(W)=282.32' F/L(N3�=287,9(' 11 24"0 R.C.P. STORM SEWER F/L(S) 287.91' li 30 OF 4" PVC w (SDR -26, D3034) 8"sSkJ 41 GAS GAS 8"sS ss"g SEWER -@ 2.00% SLOPE P.U-E (24- MIN COVER) (279/-4-3-7PAS GAS 10 — — — — — — — — — — GAS SAN. SEWER —UE — — — — — — — 0 MANHOLE 30 L.F.L (SD R-26, �E SEWER 3 (2 �794 JUE:�! ul uS� 2r't9e47R- EUE=----- —UE— — —UE— — — —UE— _UE R=297.92' E— — — —UE— — 4 5/8" I.R. F/L(N)=291.47' 016 1 F/L(W)=291.50' EX 5 —UE— EXISTING WOOD 7ENCE —UE— — —UE— — — — UE w STORM SEWER ----UE x UE— I MANHOLE T 14.5"1 WALK I TWO—WAY- Ur — It I R=294.07' STANDARD 4"0 E.Ml Ul W.L I F/L(N)=282.50' En F/L(E)=282.53' CLEANOUT' D.C. V., p® I F F/L=290.00' �11)' P.U.E. �4 104 L.F. OF 3-4" PVC CONDUIT (GREY) (384/346) w w I -j CONDUIT GREY -I— Y) w/PULL STRING FOR SECONDARY 2—ELECTRIC METERS Ca ELECTRIC SERVICE (36" MIN. COVER) BOTH: 300 AMP SERVICE _no TTION _ � i MAINTAIN 24" (MIN) HORZ. SEPARATION 120/208 — 3 PHASE 2 a: L C I w/ALL OTHER UTILITIES & PLACE IN < SEPARATE. ITC SYSTEK COMPUTING APPROXIMATE UTILITY 10 co F.F. = 295.35' ENTRY POINTS ILLUSTRATED SPECIFICATIONS GROSS AREA = 7,084 SQ.FT. REF. M.E.P. DRAWINGS LOT 2B, BLOCK ONE A FOR EXACT LOCATION & EAST BRAZOS INDUSTRIAL PROPOSED 12"0 IFC CONSTRUCTION TYPE = IIB Is #1 (CALLDAO. 202 ACRES) SEE SHEET C1.2 W APPROXIMATE LOCATION OF —18" DIP PUBLIC WATER 6' ALK 5/8!' LR. F. WAIIKttt LINE A 6i W TION APPROXIMATE LOCA OF Lt- PVC PUBLIC WATER 8 Q- 0 S 2403325" E 87.72# LINE lg.o Al -r Ne 0. 0 5/8" I.R.F. 24! PRIVATE CROSS w va VARIABLE WIDTH ACCESS EASEMENT Q- IRAINAGE EASEMENT (268/795) --APPROXIMATE LOCATION OF 24"0 R.C.P. STORM SEWER T.B.M. #1=297.23' y i (NAD 83) La/. N 24*3756" W 318.23' GA 5/8" I.R.F. G.V. T tn APPROXIMATE LOCATION OF -T- LOT 9, BLOCK TWO w 4" ATMOS GAS LINE -20, BLOC F.S. KAPCHINSKI LOT 18 K FOUR REDMOND TCD0AflC' (CALLED 0.298 ACRES) 00 (CALLED 2.714 ACRES) Ld s r-rc:)Ip I CALL BEFORE YOU DIG TEXAS ONE CALL SYSTEM 1-800-245-4545 (AT LEAST 72 HOURS PRIOR TO DIGGING) WARNING!!: THE CONTRACTOR IS TO LOCATE ANY AND ALL UTILITIES PRIOR TO CONSTRUCTION AND IS SOLELY RESPONSIBLE FOR ALL DAMAGES TO EXISTING UTILITIES DUE TO ANY CONSTRUCTION ACTIVITY. UTILITY DEMAND SUMMARY: NOTES: POWER POLE CoCS ELECTRICAL NOTES: LIGHT POLE PEAK 1. PEAK WATER WAS DETERMINED 1. THE CONTRACTOR SHALL INSTALL THE PRIMARY AND SECONDARY USE AVG. (x4.0) BY THE B/CS METHOD 1. — FIXTURE ELECTRICAL CONDUIT PER COLLEGE STATION UTILITIES (CSU) SPECIFICATIONS SEWER (gpd) 1,337 5,348 COUNT & LOADING FACTORS. OEv AND DESIGN. WATER (gpm) 9 36 IREM ELECTRICAL TRANSFORMER ®GM IRRIGATION (gpm) 35 35 2. SANITARY SEWER AVERAGE -DAILY oc-0. THE CONTRACTOR SHALL BE RESPONSIBLE TO EXTEND ALL NEW CONDUIT 4FH FIRE HYDRANT FLOW WAS DETERMINED BY THE FROM EXISTING STUBS OR DESIGNATED TRANSFORMERS (OR OTHER EXISTING AREA INLET EpB B/CS METHOD 2 — LAND USE DEVICES). 0 PB FIXED PIPE BOLLARD DETERMINATION. BUILDING SETBACK LINE 3. THE CONTRACTOR SHALL BE INSTALL ALL ELECTRIC DEVICE PADS AND/OR PROPERTY LINE -------- EASEMENT LINE P.U.E. FOOTINGS (I.E. TRANSFORMERS, PULL BOXES, ETC...) IN ACCORDANCE WITH CSU B.L. BUILDING SETBACK LINE 3. IRRIGATION DEMAND IS THE PEAK SPECIFICATIONS AND DESIGN DATA. FAX: (979) 691-8904 ITHE SOUTHWEST PROPERTY CORNER. DEMAND AND IS AN ESTIMATE AND (ELEV.=297.23!—NAD 83) SHOULD BE VERIFIED BY THE 4. THE CONTRACTOR SHALL INSTALL PULL BOXES IN ACCORDANCE WITH CSU IRRIGATOR. SPECIFICATIONS AND DESIGN. PULL BOXES SHALL BE PROVIDED BY CSU. Y)En co ,SYMBOL & LINE LEGEND 0 POWER POLE 0 LIGHT POLE 2, GUY WIRE ANCHOR P!W GAS PIPELINE RISER Mwv WATER VALVE gwm WATER METER nM Dcv DOUBLE CHECK VALVE OEv ELECTRIC VALVE 4)Bv BALL VALVE IREM ELECTRICAL TRANSFORMER ®GM GAS METER OO MH MANHOLE oc-0. CLEANOUT. 4FH FIRE HYDRANT 91' TELEPHONE PEDESTAL MAI AREA INLET EpB JUNCTION BOX [= CURB INLET 0 PB FIXED PIPE BOLLARD :KERR. SURVEYING, LLC. BUILDING SETBACK LINE PROPERTY LINE -------- EASEMENT LINE P.U.E. PUBLIC UTILITY EASEMENT B.L. BUILDING SETBACK LINE PLAN NQTS—'- 2t TO SHEET COA & CO.2 FOR UTILITY 2, 1. REFER 17 I AND MISCELLANEOUS CONSTRUCTION NOTES. 2. REFER TO SHEET C2.2 & C2.3 FOR, MISCELLANEOUS DETAILS. 7607 EASTMARK DR., STE. 25OF < POST OFFICE BOX 9253 3. THE CONTRACTOR SHALL BE RESPONSIBLE TO COLLEGE STATION, TEXAS 77842 ENSURE THAT ALL EXISTING IMPROVEMENTS EMAIL- eivil@rmengineer.com OFFICE - (979) 764-0704 (MANHOLE LIDS, VAULTS, TRAFFIC BOXES, ETC...) FAX - (979) 764-0704 ARE ADJUSTED :SO THAT THEY ARE FLUSH WITH TEXAS FIRM REGISTRATION No. S AND PAVEMENT. THE NEW SIDEWALKS :KERR. SURVEYING, LLC. T.B.M. 505 CHURCH STREET SQUARE CUT IN BACK OF CONCRETE CURB ON COLLEGE STATION, TX 77841 SOUTH SIDEOF PARK PLACE DiRECTiON OFF: (979) 268-3195 ACROSS FROM THE SUBJECT PROPERTIES' FAX: (979) 691-8904 ITHE SOUTHWEST PROPERTY CORNER. (ELEV.=297.23!—NAD 83) #4 BARS 0 12" O.C.E.W. ARK DATE DESCRIPTION #4 DOWELS 4,000 PSI CONCRETE (18- LONG) 0 28 DAYS UST TALL T " SAW CUT N : 0 18" O.C. C(ALL SIDES) COMPLETE mawtU UK % N S T R mum CTS N: . � —T 7 EXISTING "A.14 CONCRETE "12 12st �PAVEMENT < w CONSTRUCTION DRAM ZY INIGS111' 'EMENT STA BILIZED < AND ISSUED PRIOR TO THIS M > DATE ARE REPLACED BY:� INITIAL THIS SET & SHOULD NOT BACKFILL t Z ................ ........ .................. Cq BE USED F R .......... ------- CLASS 11 :COMPACT IN :6 ------------------------ ------- --- -- CONSTRUCT11 ....................................... ... .. . ...... .... ... ..... (MAX) LIFTS TO 90% - - --------- ------------ ........... .......... ... J..'.-.'.'.-'..'-'.'.'-.'. SPRING LINE O.D.0DSTANDARDPROCTOR aka ---------- * -....... -------------- OF PIPE DENSITY @ 0 TO +4% OF ............ .............. ...... ---OPTIMUM .................... MOISTURE ................ CONTENT —WORK IN ---------------------------- * ........... BEDDING ............ . .... ......................•. A - ROUND PIPE BY HAND TO . ... ....... (4" MIN)EQUALLY ,/ DROVIDE UNIFORM SUPPORT Ale -'G . - 88 8.3 SPACED PIPE O.D. 1! �o,�;sPP TO SPRING LINEf +12" (MIN) 11 +24" (MAX)UNDISTURBED SOIL I CONCRETE PATCH N.T.S. I. z < >< > oil Z z % I z 0 D CL Q- — LI- V) w :2 Li r C) Y 0 I N o 0 llf < ry L) W i 1, [! LL- < M 0 L W OF M Ld P%- 10, w00 L -j 0 U) REVWW—D FOR COMPLIANCE AN �COLLEGE 81-ATION ENGINEERING CLIENT INFORMATION CRAIG & CAROL INVESTMENTS, Ltd. c/o CRAIG PAULL 1808 TEXAS AVENUE S., STE. 300 COLLEGE STATION, TX OFF: (979) 695-9955 FAX: (979) 695-9944 EMAIL: CRAIGOSYSTEKMAIL.COM FILENAME: 0335UPlA I SCALE: 1"=20' SUBMITTED DATE: OCTOBER 6, 2010 DRAWN BY: R.A.M. CHECKED BY: R.A.M. FIELD BOOK; N/A PAGES: N/A RME CONSULTING ENGINEERS1 I CLIENT NO. PROJECT Na. 0335 ■ SHEET 7 OF 11 LOT 1 R, BLOCK TWO F.S. KAPCHINSKI (CAL -LED 2.616 ACRES) LOT 213, BLOCK ONE EAST BRAZOS INDUSTRIAL PARK #1. (CALLED 0.202 ACRES) �3 ( (TYP) I 14.5" WALK 7 �� TYPIC/ � ® ( SIDEWj �O W I I < TO ST 'cp- — E — ( — — E —I — E — co e WI o� I TYPICAL 6" RAISED W MONOLITHIC CURB 12.00' I (TYPE 1 A) W (TYP) 1 \ 5/8" I.R.F. e Nv I I S 24'33'25" E — 87.72' I WI o� E _ v E X-• 5/8" I.R.F. O ( 12 00L ;�/�' LA, I (TYP) 4'W x 8'L CONCRETE W 'O Nie DRAINAGE FLUME I I o 4'W x 8L CONCRETE ftp. DRAINAGE FLUME N 24'37'56" V! �5/8-.F. 6' CONCRETE PAVING & 6" LIME/FLY ASH Lot STABILIZED SUBGRADE F.S LOT 18-20, BLOCK FOUR (CALL REDMOND TERRACE (CALLED 2.714 ACRES) N PLAIN O 20 40 NORTH SCAI E 1" = 20' � I I STC>! CALL BEFORE YOU DIG TEXAS ONE CALL SYSTEM 1-800-245-4545 (AT LEAST 72 FOURS PRIOR TO DIGGING) WARNING((: THE CONTRACTOR IS TO LOCATE ANY AND ALL UTILITIES PRIOR TO CONSTRUCTION AND IS SOLELY RESPONSIBLE FOR ALL DAMAGES TO EXISTING UTILITIES DUE TO ANY CONSTRUCTION ACTIVITY. m SYMBOL & I LINE LEGEND 0 POWER POLE 0 LIGHT POLE AND MISCELLANEOUS GUY WIRE ANCHOR ® GAS PIPELINE RISER Xwv WATER VALVE ®WM WATER METER jDcv DOUBLE CHECK VALVE ®EV ELECTRIC VALVE 4) By BALL VALVE ®Em ELECTRICAL TRANSFORMER (DGM GAS METER OO MH MANHOLE Gc.o• CLEANOUT 05n' FIRE HYDRANT ®TP TELEPHONE PEDESTAL MAI AREA INLET B JUNCTION BOX Eo CURB INLET 0 PB FIXED PIPE BOLLARD — — — BUILDING SETBACK LINE ------- PROPERTY LINE -------- EASEMENT LINE P.U.E. PUBLIC UTILITY EASEMENT B.L. BUILDING SETBACK LINE PLAN NOTES: 1. REFER TO SHEET CO.1 & CO.2 FOR EARTHWORK, PAWING, AND MISCELLANEOUS CONSTRUCTION NOTES. c 2. REFER TO SHEET C2.2 FOR PAVING & MISCELLANEOUS DETAILS. z PAVEMENT LEGEND <z CONTROL JOINT Q (CONSTRUCTION JOINT -- -- 'EXPANSION JOINT r N 7607 EASTMARK DR., STE. 250F <7' 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 K.ERR SURVEYING,. LLC 505 CHURCH STREET COLLEGE STATION, TX 77841 OFF: (979) 268-3195 FAX: (979) 691-8904 MARKI DATE I DESCRIPTION ll TAN ALLY COMPLETE lbo"SUEPOD FOR CONSTRUCT10"k, 11/24/10 CONSTRUCTION DRAWINGS II ISSUED PRIOR TO THIS DATE ARE REPLACED BY THIS SET & SHOULD NOT BE USED F R CONSTRUCTI �kti t � afi Bh9A '�METC - • •� �P •� • 88 83 q7 00 Add � CLIENT INFORMATION CRAIG & CAROL INVESTMENTS, Ltd: C/o CRAIG PAULL 1808 TEXAS AVENUE S., STE. 300'11' COLLEGE STATION, TX OFF: (979) 695-9955 FAX: (979) 695-9944 EMAIL: CRAIG@ SYSTEKMAIL. COM 'II FILENAME: 0335PVlA SCALE: 1 "=20' SUBMITTED DATE: OCTOBER 61 2010 DRAWN BY: R.A.M. CHECKED BY: R.A.M. FIELD BOOK: N/A PAGES: N/A RME CONSULTING ENGINEERS CLIENT NO. PROJECT N0. 225 — 0335 ■ SHEET 8 OF 11 V — W c z z <z Q .J 0 Y Li < i'- ®Y o< I Z > w �w o IOL LLj }- —i I� _I W 0 0 CLIENT INFORMATION CRAIG & CAROL INVESTMENTS, Ltd: C/o CRAIG PAULL 1808 TEXAS AVENUE S., STE. 300'11' COLLEGE STATION, TX OFF: (979) 695-9955 FAX: (979) 695-9944 EMAIL: CRAIG@ SYSTEKMAIL. COM 'II FILENAME: 0335PVlA SCALE: 1 "=20' SUBMITTED DATE: OCTOBER 61 2010 DRAWN BY: R.A.M. CHECKED BY: R.A.M. FIELD BOOK: N/A PAGES: N/A RME CONSULTING ENGINEERS CLIENT NO. PROJECT N0. 225 — 0335 ■ SHEET 8 OF 11 r00 FLOODPLAIN R EA 2,0 SQFT. LOT 18-20, BLOCK FOUR REDMOND TERRACE (CALLED 2.714 ACRES) \ ZONED: R-1 NOW OR FORMERLY S LIPINSKI HOLDINGS, LLC (VOLUME 3783, PAGE '262) APPROXIMATE LOCATION OF 2" ATMOS GAS I INF ` SE LOT 1R, BLOCK TWO F.S. KAPCHINSKI (CALLED 2.616 ACRES) LOT 9, BLOCK TWO F.S. KAPCHINSKI VARIABLE WIDTH (CALLED 0.298 ACRES) `DRAINAGE EASEMENT (268/795) - ZONED: R-1 NOW OR FORMERLY WATSON, WILLIE V (VOLUME 3783, PAGE 262) SYMBOL L OF SIZE BOTANICAL COMMON PLANTS NAME NAME TYPE NOTES POINTS[];OINEACH5 2.1" TO 3.4" TAXODIUM BALD CANOPY 30 GALLON CALIPER DISTICHUM CYPRESS TREE 25' MIN. SPACING 150 g LAGERSTROEMIA CREPE ORNAMENTAL 15 GALLON (MULTI—TRUNK) INDICA MYRTLE NON—CANOPY RED) 40 360 TREE ) LEUCOPHY! UM GREENCLOUD 16 5 GALLON FRUTESCENS TEXASSHRUB 3' SPACING "GREENCLOUD" SAGE (18" HEIGHT) 10 180 NANDIRA t 31 3 GALLON DOMESTICA COMPACT 3' SPACING "COMPACTA" NANDINA SHRUB (18" HEIGHT) 10 310 21" TO 3.4" ULMUS * • a 9 CALIPER PARVIFOLIA LACEBARK . CANOPY 30 GALLON SEMPERVIROUS ELM TREE 25' MIN. SPACING BUFFER ILEX YARD 16 > 1.25" SAVANNAH (TREE FORM) CALIPER SAVANNAH HOLLY NON -CANOPY 30 GALLON BUFFER YARD LANDSCAPING REQUIREMENTS SITE AREA METHOD: R SITE AREA=0.891 acres or 38,812 sqft. PARK PLACEE— LOCAL STREET@ 32 SPC:FLOODPLAIN REMOVAL AREA=2,072 s f. 127 L.F. FRONTAGE /2 4 TREES BUFFER sgft@ 30•/0o Sq: REQUIRED = 4 TREES (33,344/1000 x 30) = 1,000 pnts.PROVIDED = 4 TREES ADDITIONAL STREETSCAPE: (4 CANOPY & 0 NON—CANOPY) PARK PLACE (127 LF. — 65 L.F. Visiblit Triangle)CANOPY REQUIREMENTS• Y 300 .pnts./50 L.F. of frontage: 50%) = 686 50% CANOPY TREES: (1,372 x pnts. (300 x 62/50) 372 pnts. REQUIRED = 686 pnts. TOTAL LANDSCAPE POINTS REQUIRED 1,372 pnts. PROVIDED = 750 pets' TOTAL LANDSCAPE POINTS PROVIDED 1,580 Ants. TREE PLANTING NOTES: 1. .STAKE ABOVE FIRST BRANCHES OR AS NECESSARY TO PREVENT SLIPPINr. OF RUBBER HOSES. 2. PLANT SO THAT TC IS EVEN WITH THE FIND 12 GAUGE GALVANIZ WIRE ENCASED IN 1 RUBBER HO 6' METAL "T" POS' (MINIMUM OF PINE BARK MULt 2" THICK (MII� NEW TOPSOIi W/FERTILIZEf 8" DEEP (MIN.. ZONED: C-1 NOW OR FORMERLY MCCRORY, DON B (VOLUME 3783, PAGE 262) TREE PLANTING N.T.S. APPROXIMATE LOCATION OF 48"0 R.C.P. STORM SEWER 1/8"x4" STEEL EDGE, )LOR SPECIFIED BY OWNER (OPTIONAL, EXCEPT AT CURBS & SIDEWALKS) LANDSCAPING NOTES: t� 1• THE LANDSCAPE PLAN PRESENTED_ 7 LICENSED LANDSCAPE WAS PREPARED+ q THE CITY A ARCHITECT r. BY RME C3NSULTI9IIG I JL 'mCOLLEGE STATION CoCSRRIGATOR- THIS PLAN Vias PREP ENGINEERS ( ) UNIFIED DEVELOP (AME)' RME Is r�EITH� ` ANY CHANGES MADE TO THIS �' FOR THE S 3 REVIEW AND APPROVAL. PLAN SHALL BE SUBMI MENT @RDINANCE AtVD OLE PURPOSE Tv i��rA LET 4 PLAN O 20 JAL. TIED TO THE CoCS D�JELOPMENT SERVICES DEVELOPMENT P ERMtTS N® 40 2 THE LANDSCAPE CONTRACTOR SHALL BE RESP EPARTMENT FOR _ ANY DISCREPANCIES BETWEEN SCALE. 1" _ 20• ATTENTION OF QUAN T j�ES ONSIBLE FOR �RTF IFICATtON OF � ON THE PLAN AND SHE PLANT LIST QUANTITIES IN 7607 EAS IN E INSPECTOR AND ANY FIELD ADJUSTMENTS OP, QUANTITY, THE PLANT �ARKiR S PRIOR TO PLANTING. SHALL BE UST OST OFFICE BOX g3 50F c7g= nD�USTtti1ENTS BROUGHT TO THE 3• i00q COVERAGE OF GROUND tY tSST BE AUTHORIZED COLLEGE STATION E��IL: clvijr me ' TEXAS 77842 II +® GRASS IS REQUIRED CO'v�2, DECORATIVE � tt APPROXIMATE RED E P -.. to IE , ATE LOCATION IN PAR - PAVING, �rcom II ON OF RIGHT-OF-WAY, KING L01 ISLANps, ' DECuRATIVE .ROCK OFFICE -(97g) 70704 24" 0 R.C.P. STORM SEWER AND ADJACENT PROPERTY DISTURBEDEDU LLS AND DRANAGE (NOT LOOSE), OR A PERENNIAL FAX - ( 79 764 i� RING CONSIRUCTIOtNR�S' THE PARKING g } -0704 LU 4• ANY ADJACENT PROPERTY AND RIGHT- LOT SET BACK, TEXAS F M.H.EXISTING CONDITIONS OR BETTER. Or-OFDISTURBED DURING CONSTRUCGISTRATI©AJ 1\Jo F -46g5 3 Ii e � ', RILL BE RETURNED TO I- KERR _ I S. ALL CONSTRUC1p11 DEBRIS SHALL :gE ?` ITS SURVEYING, LLC OF TOPSOIL AND LOVED 505 CHURCH STREET - — 0 J.B. PLANTING, INCLUDING CONCRETE �SPHA�TPRO-P MESTONEKING ! A COLLEGE STATION, TX 77841 STABILIZED EARTH. €`IDS PRIOR TO PLACEMENT MATERIAL, OR COMP OFF: (979) 268-3195 I 6- THE CROWN OF ALL PLANTS SHALL BE SLIGHTLY HIGHER, AFTER NTLI FAX: (979) 691-8904 NG,j, THAN ADJACENT , t 7- THE CONTRACTOR cyq� BE �- MJJhCENT SOIL. 1" DOMESTIC METER ADDING INCLUSION OF THE SOIL AMENDMENTS, FOR REMOVING OR 1" IRRIGATIOiENDMENTs, AS NEEDED, It THE PREPARED GROUND COVER BEDS- Top SOIL- AS NEEDED, FOR ?_ METER n 8. ALL SINGLE TRUNK ;a;EES ARE TO w/DOUBLE CHECK VALVE m BE STAKED; HOSE AND GUY wNES OVERLAPPED_ 9• COVER AREAS TO BE PLANTED KITH 6 N► _ FERTILIZER APPROVED OR A. T THE RATE OF 5 LBS ;/1 )0 SQFT ORGANIC MATTER, 2 PINE BARK MULCH BED AREA.. AND 13-13_-3 $ALD CYPRESS 10• ALL DISTURBED AREAS, NOT DESIGNATED TO BE BLOCK SODDED, SH ALL GALLON) @ �s/1,000 SQ_ €_) FROM MARCH 15 7b SEPTEMB ER BE SEEDED WITH EITHER BERMUDA (2 SPACING SQFT-) FROM SEPTTBER 16 TO M: R F1 14. 15 OR BERMUDAIRYE GRIASS MIX (2 LBS/5 LBS. PER I �• THE LANDSCAPE CONTRACTOR SHALL BE RESPOI,fi,S BOTH MINIMUM SIZE`° FE.-. FOR INSTAT!_� AND SPACING FOR TREE AND iG TREES AND SHRUBS ItATERiAL PER THIS P O' "_�: ORDINANCE �y;P THAT WILL Ii=� I LAN WILL JEOPARDIZE ISSUANCE O- LIANCE• FAILURE TO INSTALL F—,, OF A CERTIFICATE OF OCCUPANCY CEftTI -, OF OCCUPANCY. PRIOR TO ISSUAP.e I APPROXIMA- LOCATION C= OCCUPANCY A L LANDSCAPING ,, t BE INSTALL_ 'ARK DATE DESCRIPTION i -18" DIP PUBLIC WATER 12- ALL TREES, SHRUBS AND PLANTS SHALL, , LINE ASSOCIATION OF NURSERYMAN. CONFOR„3 TC ACCEPTED S - <DARDS EST ,BL SHED BY THE AMERICAN I UT TILL _ 13. SAUCERS SHALL L Q I - SOAKED WITH WATER AND MULCHED tMMEED;A EL �� COMPLETE FOLG'.r NG _ �� -TNG. 14• R U;-4=NTG: THIN BRANCHES AND,, FOLIAC` (NOT ALL END TIPS --. - - 3 I NEVER CST E ERGREEN LEADE?S- I I 1 3, R_T�-,It' IN' 1tIt,L PLANT W w SHAPE; q �5• THE Cp OF ALL ROOT.T CONSTRUCTION ONN �j� I I APPROXIMATE LOCATION OF REVIOUS GR- .DE AND GROWiIG LS Su x BEAR THE SAME RELATI�,S=;P ; �. PVC PUBLIC ,',_.s a0ND1110 s_ v FINISHED GRAC, AS BORN TO / LijyE 16_ ALL ROOT BALLS `11!24110' I LS REMOVED n ?OM CO'4iA�,t�;ERS SHALL 6= _ -SCARIFIED PRIOR TO BACKFILLING. t - THE LAN 3SPE CONTRACTC SHAD YiFY EXISTING , I AND SHALL BE R=SP ”' �` DERGROU - ONSIBLE FG;; ANY D,EA.IES DUE TO L` ESCAPE OPATIONSIES PRIOR TO PLANT '= 3TALLATiON 1 f 8• TOPSOIL c ,L BE PROVIDED _ �, t3Y L '`'D� ",PE CONTRACT"_? 4 I A ERAGE TOPS„L hf XTURE SHQ.T COI:< , OF AND USED FOR ACKFILLIN�G ALL PITS FC? PA -.I MANURE OR BC.NE MEAL, THREE (3/ ; ARTS GOOD GARDEN SOIL, ;/2 PART B N I ,._ ND ONE (1) POUND LIME Pte, CUBIC YARD_ ED `� a/2 19_ ALL PLANTS SHALL I 24"o APPROXIMATE LOCATION OFBE GUS „t17EE TO BE IN HEALTH x CONDITION FOr ONE (1} TER ACC i 24"0 R C.P. STORM SEtr �'= OWNER AND T ,,= CITY OF CC. g GE STATION_ V A EP T A} E BY I I 20_ ALL PLANT N,I, -?IAL SHALL 3E MU C=;ED WITH I OTHERWISE H A T °° 01, � _ MI ISE SPECI�1 s.;=UM 2 LAYER OF PROVIDE MINIMUM 10' DIAMETER MULCH RING AROUND EXISTINGD T--�5 BARK MULCH ! I i0 REMAIN, _I = 21. MINIMUM TA=E �,� AT PLANTING is SPE ��� PLANTS MUST BE T=,-;- FORM, MAXIHUM 3 TO 5 TRUNKSNAND�BELTHE AN (FOR SING S1�E , ! S)_ ALL MU—jtM - ! 22 ALL STRAPPING MUST - ON THE PLAN_ LST BE CU AWAY AND REMOVED FROM ROOT BALL PRION TC) w AND THE TOP 1/3 OF THE BURLAP",G l=TI ' Q MUST BE = EMOVED FROM rH -FING PLANT:'„ PIT, - „.E ROOT BALL. I I 23• THE LANDSCAPE Cv^N T-RACTO' SHALL II I I LANDSCAPING. CONtPLY WITH AL APPLICABLE CODES . SND CR NANCES REG' TNG APPROXIMATE LOCATION OF I i 4" ATMO-S GAS LINE 24. IT IS THE RESPONSIBILITY OF THE LA 4 ALL SEEDED AREAS_ NDSCAPE CONTRACTOR TO ESTABLISH A�-.F�-�, a u -f �I a c T �ND OF GRASS ANN I I 25. IN THE EVENT HAT PLANTING BEDS AND I BLACK FABRIC M S„ MULCH ARE REQUIRED THE LANDSCAI,P OC' ^CTOR SHALL INST =T L t , UNDER THE'11LCI TO PREVENT WEED GROWTH. I Q I 26• THE LANDSCAPE CONTRACTOR SH. -',IL I I BE RESPONSIBLE FOR THE WATERING AND T _ 11JAU I ] LANDSCAPED AREAS UNTIL THE LATER OF: I --,,, tiENANCE OF ALL SHRUBS, OR () 1NlR T (30) DAYS FOLL01ti1NG THE P{ =,1-Niv THE GRASS AND I 00 TIHE DATE THAT I THE FACILITY OPENS x (n I TO THE PUBLIC FOR BUSINESS_ Q c V) L— Y x 4'OR6' �. NEW TOPSOIL 6" THICK (MIN.) SNPDD PLANING N.T.S. Ljj Li R TGA Q Z 0 S: C i R TION N � Z 0 AD JO Y� 1. t; AUTOMATIC YPE IRRIGATION SYST -ALL BE INSTALLED FOR ALL NEW P tri VO Lj THIS IRRIGATION SYS T 2A MUST BE INSTALLED ' LAI -r F L A jpANC ED AREAS. A� PRIOR TO ISSLTrs`dCE OF CoCS-CERTIFIC w, ��_�� W ��-:in ECI`a O u : NCY. r� 2- THE IRRIGATION SYSs�M MUST BE PcOTE — 11 t=- 0 Y I NO PRINCIPLE BACK FLOE'' DEVICE, OR A €?OU3t L CHECK A. RESSURE VACUUM B, �-K-; Q 2394. ACK , .OE'! DEVICE, AND IN' I ' F „ ax �D PRESSURE O �►y p m TY ORDINANCELL_ v ��• 3- AL BACK FLOW DEVICES MUST BE INSTALLED AND TESTED UPON INSTALLATION AS ':% C1 , ORDINANCE 2394. � � � W o 4• INS-�=L AiION PVC SCH - ^� ( =; SLE= TNaG �H.T BE C00�;f �..� PO W m V~3 SHALL E1E'D A MINIMUM OF 24a TED WITH THE CCt� m -_C ^,N,D ALL SLEEVING z PAS & Ia ,_ CUR? OR SIDEWALK WHERE APPLICABLE. I Q � r® 5. THE C ,?ACTOR'S IRRIGATOR 00 SHpTL SIUBM,T A;, IRRIGATION, FLAN TO THE OT � THE iRRIG� T O.1 PLAN SHALL DEMONSf :A �A.T IE IRRIGATi c SYSTEM 4YtLL SU FOR } '''° AND APPROVAL. V / r- 0 ~ NEEDS TO E NEWLY PLANTED FICIN j T SUPPLY � O J LANDSCAPING AND GROUND CO; AND MEET ALL INI Tfr ,, ,° ' LY ALL WATER O VIABLE ES B ISHMENT AND GROE�r'IH O - t4 [,t,1GS_ SING NEEDS FOR 0 JL4 6. THE CONTRACTOR SHALL COORDINA Tt- Alf z IRRIGATION :� S DlREC1ED BY THE DEVELO:R. SWING REQUIRED FOR PUBLIC AND A TE UTILITIES AND 7. THE LANDSCAPE CONTRACTOR SHALL INST ALE AN IRRIGAZION SYSTEM S(,— JURISDICTIO'1 L REQUIREMENTS CR SH,cL BE SiJFFIC iT TO PROPERLY IRRIGATE THE lam`-” T TO MEET LOCAL AREAS LOC IED IN THE FRONT YARD AND SIDE YARDS ADJACENT TO PHE PARKING LOT-��'SCAPING AND GRASS PINE BARK MULCH 2" THICK (MIN.) z N FINISH PY(D GRADE CALL BEFORE YQtjDIG TEXAS ONE CALL SYSTEM I-800-245-4545 (AT LEAST 72 HOURS PRIOR TO DIGGING) WARNINGTI : THE CONTRACTOR ZS TO LOCATE .ANY .._ ND -ALL iu'I$�1 st�F PRIOR TO CONSTRUCTION AND IS SOLELY RISPONS I B E FOR ALL D_A kGES TO EXISTING UTILITIES DUE TO ANY CONSTRUCrION ACTIVITY. CLIENT INFORMATION CRAIG & CAROL INVESTMENTS, Ltd. C/o CRAIG PAULL 1808 TEXAS AVENUE S., STE. 300 COLLEGE STATION, TX OFF: (979) 695-9955 FAX: (979) 695-9944 EMAIL' CRAIG@SYSTEKMAIL:COM FIL<AME: 0335LP1A I SCA LE• 1 "=20' SUBMITTED DATE: OCTOBER 6, 2010 DRAWN BY: R.A.M. CHECKED BY: R.A.M. FIELD BOOK: N/A PAGES: N/A RME CONSULTING ENGINEERS CLIENT NO. PROJECT NO. 225 - 0335 C1 05 SHEET 9 OF 11 L m DEC U9 2010 z LIP11, t ui LAT HUi[c . 4'OR6' �. NEW TOPSOIL 6" THICK (MIN.) SNPDD PLANING N.T.S. Ljj Li R TGA Q Z 0 S: C i R TION N � Z 0 AD JO Y� 1. t; AUTOMATIC YPE IRRIGATION SYST -ALL BE INSTALLED FOR ALL NEW P tri VO Lj THIS IRRIGATION SYS T 2A MUST BE INSTALLED ' LAI -r F L A jpANC ED AREAS. A� PRIOR TO ISSLTrs`dCE OF CoCS-CERTIFIC w, ��_�� W ��-:in ECI`a O u : NCY. r� 2- THE IRRIGATION SYSs�M MUST BE PcOTE — 11 t=- 0 Y I NO PRINCIPLE BACK FLOE'' DEVICE, OR A €?OU3t L CHECK A. RESSURE VACUUM B, �-K-; Q 2394. ACK , .OE'! DEVICE, AND IN' I ' F „ ax �D PRESSURE O �►y p m TY ORDINANCELL_ v ��• 3- AL BACK FLOW DEVICES MUST BE INSTALLED AND TESTED UPON INSTALLATION AS ':% C1 , ORDINANCE 2394. � � � W o 4• INS-�=L AiION PVC SCH - ^� ( =; SLE= TNaG �H.T BE C00�;f �..� PO W m V~3 SHALL E1E'D A MINIMUM OF 24a TED WITH THE CCt� m -_C ^,N,D ALL SLEEVING z PAS & Ia ,_ CUR? OR SIDEWALK WHERE APPLICABLE. I Q � r® 5. THE C ,?ACTOR'S IRRIGATOR 00 SHpTL SIUBM,T A;, IRRIGATION, FLAN TO THE OT � THE iRRIG� T O.1 PLAN SHALL DEMONSf :A �A.T IE IRRIGATi c SYSTEM 4YtLL SU FOR } '''° AND APPROVAL. V / r- 0 ~ NEEDS TO E NEWLY PLANTED FICIN j T SUPPLY � O J LANDSCAPING AND GROUND CO; AND MEET ALL INI Tfr ,, ,° ' LY ALL WATER O VIABLE ES B ISHMENT AND GROE�r'IH O - t4 [,t,1GS_ SING NEEDS FOR 0 JL4 6. THE CONTRACTOR SHALL COORDINA Tt- Alf z IRRIGATION :� S DlREC1ED BY THE DEVELO:R. SWING REQUIRED FOR PUBLIC AND A TE UTILITIES AND 7. THE LANDSCAPE CONTRACTOR SHALL INST ALE AN IRRIGAZION SYSTEM S(,— JURISDICTIO'1 L REQUIREMENTS CR SH,cL BE SiJFFIC iT TO PROPERLY IRRIGATE THE lam`-” T TO MEET LOCAL AREAS LOC IED IN THE FRONT YARD AND SIDE YARDS ADJACENT TO PHE PARKING LOT-��'SCAPING AND GRASS PINE BARK MULCH 2" THICK (MIN.) z N FINISH PY(D GRADE CALL BEFORE YQtjDIG TEXAS ONE CALL SYSTEM I-800-245-4545 (AT LEAST 72 HOURS PRIOR TO DIGGING) WARNINGTI : THE CONTRACTOR ZS TO LOCATE .ANY .._ ND -ALL iu'I$�1 st�F PRIOR TO CONSTRUCTION AND IS SOLELY RISPONS I B E FOR ALL D_A kGES TO EXISTING UTILITIES DUE TO ANY CONSTRUCrION ACTIVITY. CLIENT INFORMATION CRAIG & CAROL INVESTMENTS, Ltd. C/o CRAIG PAULL 1808 TEXAS AVENUE S., STE. 300 COLLEGE STATION, TX OFF: (979) 695-9955 FAX: (979) 695-9944 EMAIL' CRAIG@SYSTEKMAIL:COM FIL<AME: 0335LP1A I SCA LE• 1 "=20' SUBMITTED DATE: OCTOBER 6, 2010 DRAWN BY: R.A.M. CHECKED BY: R.A.M. FIELD BOOK: N/A PAGES: N/A RME CONSULTING ENGINEERS CLIENT NO. 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SIGN SHALL BE TYPE R7-8 AS IDENTIFIED 1i" IN THE TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 3C 2. SIGN COLORS SHALL BE AS FOLLOWS: lit TEXT — GREEN LEGEND & BORDER — GREEN BACKGROUND — WHITE SYMBOL — WHITE ON BLUE BACKGROUND 611 SQ PENALTY SIGN NOTES: 3. SIGN SHALL BE TYPE R7 -8A AS IDENTIFIED IN THE TEXAS MANUAL ON UNIFORM TRAFFIC 1 is CONTROL DEVICES. 4. SIGN COLORS SHALL BE AS FOLLOWS: TEXT — GREEN LEGEND & BORDER — GREEN BACKGROUND — WHITE 1 2" 6" RAISED CURB TYPICAL HANDICAPPED PARKING SIGN A 4" STRIPPING @ 16" O.C. (PAINTED BLUE) 18 24, 1 3# 34 5'-0" or 8'-0" mme DETECTABLE WARNING PAVERS, SEE B/CS STANDARD SW2-03 TAPER CURB ZTHROUGH RAMP {BOTH SIDES) MY 7.77-1.7. L -TAPER CURB IN THROUGH RAMP CURB STOP 2.00% (MAX) ox o¢ SYMBOL (PAINTED BLUE) 8t—otf 12" MOUNT T( CONCRETE SURFACI w/4—GALVANIZE) J—BOLT' STENCIL LETTERING "RESERVED PARKING" ALONG HANDICAPPED PARKING SPACES. LETTERS TO BE BLUE w/WHITE BACKGROUND 1 J -R '(TYP) 11"21 2C RESERVED SIGN NOTES: 1. SIGN SHALL BE TYPE R7-8 AS IDENTIFIED IN THE TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 2C 2. SIGN COLORS SHALL BE AS FOLLOWS: It TEXT — GREEN. LEGEND & BORDER — GREEN BACKGROUND — WHITE SYMBOL — WHITE ON BLUE BACKGROUND 619 SQ 411 14" 1.5C All 1.5C 1 J" co FINISHED PAVEMENT CONCRETE w/DOMED FINISH 3" O.D. STEEL PIPE (SCH-40) PRIMED & PAINTED (COLOR AS SPECIFIED BY THE OWNER) II C14 -------- — — ----------- CONCRETE (CLASS B) 12"o FIXED PIPE BOLLARD N.T.S. It 6C PAINT RACK Dal< IN COLOR CLEAR ZONE .9"0 STEEL TUBING 0 fi 36! (MIN) 54s' (TYP) Id- -CX) 5"0" STEEL PLATE Z11. A I MELDED TO RACK TYPCIAL BIKE TUBING L -PLAN LAYOUT BICYCLERACK N.T.S. SET LIGHT POLE ANCHR BOLTS TO 40" w/DOUBLE NUTS ON li MINIMI M BELOW GRADE WITH NON—SHRINK GROUT ALIGNERS. CIRCLE DIAMETER & BC LT SIZE SHALL BE DETERMINED BY POLE 3 EXTRA SPIRAL MANUFACTURER T TURNS 0 TOP rr FINISHED GRADE� C4,4 0 z PVC CONDUIT (SCH 40) A R"XlO' LONG COPPER 8—#7 VERTICAL loo CLAD GROUND ROD, BOND BARS CONTINUOUS TO POLE BASE USING () COPPER #3 SPIRAL 0 `aa \\/j��j/\ 12" PITCH 3,000 PSI CONCRETE 24"0 0 28 DAYS RESERVED PARKING SIGN SIGN NO. R7-8 W/VAN SIGNAGE WHERE APPLICABLE PENALTY PARKING SIGN (AS SPECIFIED) 2j"O GALVANIZED PIPE 0 2 LBS./FT. FINISH GRADE CLASS "B" CONCRETE FOOTING N.T.S. 120 " um -1 1. ALL SGN HARDWARE SHALL BE GALVANIZE S. 2. MOUN ING HEIGHT SHALL BE A MINIMUM F 601" ABOVE THE GROUND,FLOOR, OR PAVING SURFACE AS MEASURED TO THE LOWEST CARACTER OF THE LOWEST SIGN. �l I 7607 EASTMARK DR., STE. 250F <77840-, POST OFFICE BOX 9253 COLLEGE STATION, TEXAS 77842 EMAIL: eivil@rmengineer.com OFFICE - (979) 764-0704 FAX - (979) 764-0704 TEXAS FIRM REGISTRATION No. F46 KERR SURVEYING.. LLC 505 CHURCH STREET COLLEGE STATION, TX 77841 OFF: (979) 268-3195 FAX: (979) 691-8904 ARKI DATE I DESCRIPTION I SWUM NTIALLY COMPUTE ISS U E, D rm u ii 11 CON'TRUCTI. N' 1112411 0 it CONSTRUCTION DRAWINGS ISSUED PRIOR TO THIS DATE ARE REPLACED BY: THIS SET & SHOULD NOT BE USED CONSTRUCT] .+ ,d0 . . .. ...... 8 M TC . 88 83 1+t1 `ss ,L � CLIENT INFORMATION CRAIG & CAROL INVESTMENTS, Lt( c/o CRAIG PAULL 1808 TEXAS AVENUE S., STE. 30( COLLEGE STATION, TX OFF: (979) 695-9955 FAX: (979) 695-9944 EMAIL: CRAIG@SYSTEKMAIL.COM FILENAME; 0335CVlA I SCALE:AS NOTED SUBMITTED DATE.- OCTOBER 6, 2010 DRAWN BY: R.A.M. CHECKED BY: R.A.M. FIELD BOOK: N/A PAGES: N/A RME CONSULTING ENGINEERS CLIENT NO. PROJECT NO. 225 0335 SHEET 10 OF 11 1 — 6%9" #3 "U" BAR PER BLOCK DISSIPATOR BLOCK CURB LAYDOWN 8" TO 12"0 STONE (20LB MIN.) w/FILTER FABRIC `�—TYPICAL CONCRETE CURB & GUTTER TYPICAL CURE PLAN VIEW CONCRETE DRAINAGE FLUME N.T.S. 24" #3 DOWELS 0 12" O.C. #3 BARS 0 12" O.C.E.W. to CRETE . :-�: d, .f..:m gip:; .: .. •. .- ... � _ _ - UTTER 6" CROSS SECTION SIDEWALK NOTES: 24"0 1. CROSS -SLOPE OF SIDEWALK SHALL NOT EXCEED 2.00%. 2. EXPANSION JOINTS SHALL BE PLACED AT A MAXIMUM OF 30' SPACING AND #4 SMOOTH DOWEL, 18" LONG AT ALL OTHER .LO -CATIONS WHERE SIDEWALK ADJOINS TO OTHER CONCRETE & SPACED @ 24" O.C. STRUCTURES. (COATED w/HEAVY GREASE) 3. CONTRACTION JOINTS SHALL BE PLACED AT A 5' MAXIMUM SPACING. SPACING SHALL BE UNIFORM. CONCRETE SIDEWALK, 4. AS FAR AS PRACTICAL SIDEWALK JOINTS SHALL ALIGN WITH ADJACENT SEE DETAIL THIS SHEET JOINTS IN CURBING. " EXPANSION JOINT MATERIAL & SEALANT (MIN DEPTH OF ,. 4.-.:. •; - 1" DEPTH (MIN) <. _ :` � * -,:_•�'d--••=.; : �• . . COLLEGE STATION, TEXAS 77842 EMAIL: civil@,rmengineer.com OFFICE - (979) 764-0704 3 LONG METAL OR PLASTIC CAP, INSIDE i\/i DIAMETER TO BE 1/16" GREATER THAN ���\\\f EXPANSION JOINT CONTRACTION JOINT DIAMETER of DOWEL. CAP MUST LONG ENOUGH TO COVER 2" OF DOWEL AND HAVE STOP SO :END OF CAP IS 1" FROM END OF BAR \Atlf1Tl.I %IAnir-t- 2" CLR LIGHT BROOM FINISH %'%"� `—COMPACTED SUBGRADE CROSS—SECTION ON-SITE TYPICAL CONCRETE SIDEWALK _ EXPANSION JOINT PROPOSED CURB? EXISTING CURB IR MO #4 DOWELS r@ 18" O.C. BACKFILL CONCRETE SIDEWALK, SEE DETAIL THIS SHEET BUILDING TOOL JOINT 1"R AT ARTIFICIAL BACK OF CURB --� to BUILDING 24' FORM 1" (MIN) SWALE IN CONCRETE & -ROCK RIP -RAP oZ O uj E N ' + DRAINAGE PIPE (TYPE, SIZE & GRADE VARIES,. SEE PLANS) I I I I � I I I I I I L o /* #3 BARS @ 18" O.C.E.W. PLAN VIEW SIDESLOPE TO MATCH THAT OF FILL OR CUT Ca RING & COVER ELEVATED 3" (MIN) ABOVE GRADE IN NON—PAVEMENT AREAS 4,000 PSI CONCRETE 28 DAYS #4 BARS @ 12" O.C.E.W. (ALL SIDES) a ¢ o_ Y 0 0 X J U- GRADETO DRAIN, ROCK RIP—RAP, REFER TO CONSTRUCTION ENTRANCE FOUNDATION FDETAIL FOR ROCK & ABRIG SPECI GAT ONSLTER CROSS—SECTION VIEW CONCRETE HEAD WALL N.T.S. SEAL w/EXPANSION JOINT MATERIAL #4 SMOOTH DOWEL, 18" LONG R & SPACED @ 12" O.C. R (COATED w/HEAVY GREASE) EXPANSION JOINT, SEE DETAIL THIS SHEET PAVEMENT DRIVEWAY OR PARKING AREA MONOLITHIC CURB #4 DOWEL @ 24" O.C. CONCRETE SIDEWALK, SEE DETAIL THIS EXPANSION JOINT SHEET w/TOOLED EDGE, SEE FDETAIL THIS SHEET EXISTING CONCRETE CURB & GUTTER px /�//\// / \//j�j�/jam/j : ,--e� --,` -,,; •:+'°- - �.::' - -: #4 DOWEL ® 24" O.C. EXISTING CURB ON -;-SITE CONCRETE SIDEWALK ADJACENT TO STRUCTURE N.T.S. dr . NON -EXTRUDING FILLER 3" LONG METAL OR PLASTIC CAP, 6" LIME -FLY ASH STABILIZED SUBGRADE INSIDE DIAMETER TO BE 1/16" GREATER (2% LIME & 8% FLY -ASH BY DRY WEIGHT) THAN DIAMETER OF DOWEL. CAP MUST BE COMPACTED TO 95% STANDARD LONG ENOUGH TO COVER 2" OF DOWEL PROCTOR DENSITY (ASTM D698) AND HAVE STOP SO END OF CAP IS 1" FROM END OF BAR EXPANSION /CONSTRUCTION JOINT TO BE SPACED AT 60' -INTERVALS & PLACED AT ALL RADIUS POINTS, -PC's, -PT's & OPPOSITE Pi's AND ON ALL HORIZONTAL & VERTICAL CURVES. EXPANSION JOINT N.T.S. SAW CUT, SEAL WITH JOINT " TO MATERIAL. SEALING NOT „R REQUIRED IN CURBS. T=6" - #4 BARS Q 18" O.C.EW. T=8" - #4 BARS 0 9" O.C.E.W. 6" LIME -FLY ASH STABILIZED SUBGRADE (2% LIME & 8% FLY -ASH BY DRY WEIGHT) COMPACTED TO 95% STANDARD PROCTOR DENSITY (ASTM D698) CONTROL JOINTS SHALL BE PLACED AT 15' CENTER TO CENTER. CONTROL JOINT N.T.S. 6" THICK CEMENT STABILIZED BASE BARS @ 6" O.C.E.W. P & BOTTOM) N.T.S. MARK DATE DESCRIPTION CURB NOTE: EXPANSION SUBSTANTIALLT R 6" JOINTS- TO BE PLACED AT 60 INTERVALS AND AT ALL RADIUS C�lMPLETE POINTS, JP.C.'s, P.T.'s.C CONSTRUCTION JOINTS SHALL 1 E 1 3 Bt PLACED AT 20 INTERVALS. CONSTno mC Aft T� _� 11/24/10 CONSTRUCTION DRAWING ISSUED PRIOR TO THIS I DATE ARE REPLACED BY; AVEMENT THIS SET & SHOULD NOIR REINFORCEMENT BE USED F R CONSTRUCTI e = 14 BARS TYPE IA —MONOLITHIC Ek'' ON -SIT *` .... °� B! ... M... - CONCRETE CURB & GUTTER r,, .. 88 83 N.T.S. • ' r DOWEL @ ea. 12" O.Q. ( �) METAL KEYWAY T=6" #4 _BARS 0 18" O°C.EW. 0 � w T=8" 44 BARS @ 9" O.C.E.W. W z t- d p , iz 6" LIME -FLY ASH STABILIZED SUBGRADE D J 0 0 (2% LIME & 8% FLY -ASH BY DRY WEIGHT) Vi Q COMPACTED TO .9.57. .STANDARD <w� PROCTOR DENSITY (ASTM D698) Z ®Y I o CONSTRUCTION JOINTS SHALL BE PLACED AT DESIGNATED EC 0 C.J m LOCATIONS AND MAY REPLACE CONTROL JOINTS AS REQUIRED. �- Q 0- W 0 0 CONSTRUCTION JOINT Lj W m f- N.T.S. 08(n _I 0 JILA W Q ©o L ' .e a� d - a '4A 3/4" 4 < _ •d- f-- ' 3/4fl CLIENT INFORMATIONT,L KEYWAY, 1JLQIL CRAIG &CAROL INVESTMENTS, Ltd. N.T.S. c/o CRAIG PAULL 1808 TEXAS AVENUE S., STE. 300 COLLEGE STATION, TX OFF: (979) 695-9955 FAX: (979) 695-9944 EMAIL: CRAIGOSYSTEKMAIL.COM ~ FILENAME: 0335CVlA I SCALE:AS NOTED a ° , SUBMITTED DATE: OCTOBER 6, 2010 •°°-k. +(o BY: R.A.M. <e .. ~ CHECKED BY: R.A.M. FIELD BOOK: N/A PAGES: N/A 24" RME CONSULTING ENGINEERS CLIENT NO. PROJECT NO. 225 - 0335 THICKENED EDGEmw N.T.S. SHEET OF 11 24"0 STORM SEWER MANHOLE RING & COVER RING & COVER FLUSH w/GRADE IN PAVEMENT AREAS 7607 EASTMARK DR., -STE. 25OF <77840 -- POST OFFICE BOX 9253 COLLEGE STATION, TEXAS 77842 EMAIL: civil@,rmengineer.com OFFICE - (979) 764-0704 00 FAX - (979) 764-0704 TEXAS FIRM REGISTRATION No. F-40 O.D. + 12" L,1 '`' + _ SQUA ',E KERB SURVEYING,- LLC 505 CHURCH STREET 6"O z ' COLLEGE STATION, TX 77841 a (TYP) g �+ a- �, n- u OFF: 979 268-3195 e ` CL ' FAX: (979) 691-8904 d 6" THICK CEMENT STABILIZED BASE BARS @ 6" O.C.E.W. P & BOTTOM) N.T.S. MARK DATE DESCRIPTION CURB NOTE: EXPANSION SUBSTANTIALLT R 6" JOINTS- TO BE PLACED AT 60 INTERVALS AND AT ALL RADIUS C�lMPLETE POINTS, JP.C.'s, P.T.'s.C CONSTRUCTION JOINTS SHALL 1 E 1 3 Bt PLACED AT 20 INTERVALS. CONSTno mC Aft T� _� 11/24/10 CONSTRUCTION DRAWING ISSUED PRIOR TO THIS I DATE ARE REPLACED BY; AVEMENT THIS SET & SHOULD NOIR REINFORCEMENT BE USED F R CONSTRUCTI e = 14 BARS TYPE IA —MONOLITHIC Ek'' ON -SIT *` .... °� B! ... M... - CONCRETE CURB & GUTTER r,, .. 88 83 N.T.S. • ' r DOWEL @ ea. 12" O.Q. ( �) METAL KEYWAY T=6" #4 _BARS 0 18" O°C.EW. 0 � w T=8" 44 BARS @ 9" O.C.E.W. W z t- d p , iz 6" LIME -FLY ASH STABILIZED SUBGRADE D J 0 0 (2% LIME & 8% FLY -ASH BY DRY WEIGHT) Vi Q COMPACTED TO .9.57. .STANDARD <w� PROCTOR DENSITY (ASTM D698) Z ®Y I o CONSTRUCTION JOINTS SHALL BE PLACED AT DESIGNATED EC 0 C.J m LOCATIONS AND MAY REPLACE CONTROL JOINTS AS REQUIRED. �- Q 0- W 0 0 CONSTRUCTION JOINT Lj W m f- N.T.S. 08(n _I 0 JILA W Q ©o L ' .e a� d - a '4A 3/4" 4 < _ •d- f-- ' 3/4fl CLIENT INFORMATIONT,L KEYWAY, 1JLQIL CRAIG &CAROL INVESTMENTS, Ltd. N.T.S. c/o CRAIG PAULL 1808 TEXAS AVENUE S., STE. 300 COLLEGE STATION, TX OFF: (979) 695-9955 FAX: (979) 695-9944 EMAIL: CRAIGOSYSTEKMAIL.COM ~ FILENAME: 0335CVlA I SCALE:AS NOTED a ° , SUBMITTED DATE: OCTOBER 6, 2010 •°°-k. +(o BY: R.A.M. <e .. ~ CHECKED BY: R.A.M. FIELD BOOK: N/A PAGES: N/A 24" RME CONSULTING ENGINEERS CLIENT NO. PROJECT NO. 225 - 0335 THICKENED EDGEmw N.T.S. SHEET OF 11 NOTE, RESIDENTIAL COLLECTOR F r, TYPE "G" EXPANSION JOINTS IN CURB It GUTTER NOTE: PAVEMENT X. o SHALL BE SPACED AT A MAXIMUM DISTANCE OF TYPE "G" EXPANSION JOINTS IN CURB & GUTTER 24 30 40' APART AND AT ALL RADIUS POINTS, P,T; S AND SHALL BE SPACED AT A MAXIMUM DISTANCE OF R,O.W WIDTH P.C, S• TYPE -B" CONTRACTION JOINTS IN CURB & 40' APART AND AT ALL RADIUS POINTS. P.T,'S AND GUTTER SHALL BE SPACED AT A MAXIMUM P.C.'S. TYPE "B" CONTRACTION JOINTS IN CURB & r y- 3;, DISTANCE OF 10' APART, GUTTER SHALL AT A MAXIMUM MIN. 4" HMAC SASE I ^• 24" DISTANCE OF 10"APART. 6"� *4 BARS 6 18" C/C I 72'• 12" 24- 3- �� 'R 1/4"R41 A MOISTURE Cl TENT BETWEEN 0 AND VARIES t0%2 ` �i"R t %2" a . t" 6.. 12" � ° ,y� � •4X OF OP7 A%IM a c 0 ' a 4 .HARS :CONTINUOU t•' 7- 3-. •. " 2 • 3•- 3" �6 .1/2" AND 3" CLEAR TYP, • s #4 BARS 0 = 314" X 18" SMOOTH 4 3.. 24" LAS' DOWN EXPANSION DOWELS DOWELLED IN CURBS TYPICAL COMBINED GUTTER SECTION DETAIL CURB & GUTTER SECTION STI -0I STI -00 STI -02 NOTE, NOTE: TYPE "G" EXPANSION JOINTS IN CURB & GUTTER SHALL BE I. TYPE "G" EXPANSION JOINTS IN CURB & GUTTER SHALL BE 1/2" CHAMFER SPACED AT A MAXIMUM DISTANCE OF 40' APART AND AT ALL SPACED AT A MAXIMUM DISTANCE OF 4W APART AND AT ALL (TYPICAL) RADIUS POINTS. P.T; s. AND P.O S. TYPE "B" CONTRACTION RADIOS POINTS, P,T; s. AND P.C.'s. TYPE "B•' CONTRACTION .JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAXIMUM JOINTS IN CURB 6 GUTTER SHALL BE SPACED AT A 1MA)iMUM DISTANCE OF IO' APART DISTANCE OF IO' APART •4 BAR 2. PIPE EXTENDED T'-2- FROM 80C TO BE COVERED WITH FABRIC AND TIED IN PLACE n 6" 24•' 4- 24- 6." 6' 15' t/4"R I I1 24' DiA MIN I/2Z SLOP 28 -DAY CONCRETE STRENGTH -3500 12" 3' 1/4•'R IPJ _ a • 6 3/a" 0e 6" i2"� 3� __ 114-R �L • �- 0 6 3 " He 2„ 3•• 3„ 3 3.. 3" 3" 4- • _ *4 BARS 3" � 4" I • _ *4 BARS 3- DOWELS OOTH 8 3/4" X Ir SMOOTH TYPICAL EXPANSION EXPANSION DOWELS RIBBON CURB TYPICAL COMBINED TYPICAL WEEPHOLE CURB SPILL CURB -STI STI -03F -04 STl-05 118" R _\ SEAL WITH JOINT MATERIAL : 6" MIN _f J METAL KEY WAY PLATE DEFORMED TIE BARS *4 X 18". 18" O.C- TYPE 11D11 LONGITUDINAL JOINT " C. TO C. TYPE "0" JOINT CENTERLINEUODIFATH E PAPAVEMENT &BIN INERSECTIONS A5 DETAILED L LONGITUDINAL REINFORCEMENT: LI 40' 40' IL 40' #4 BARS AT 18" C. TO C. 7ANGENTSECIIONS TYPICAL JOINT & REINFORCEMENT LAYOUT SEAL W/EXPANSION JOINT MATERIAL SMOOTH DOWEL BAR FOR CONCRETE PAVEMENT 3/4-0 X 18",12" O.C. 1/4" R-�{ 3/4•• (COATED WlHEAVY GREASE) s -11a•• 3/4" ':4X 'o °• 1.518" TTHHBCK LAS MUMAAJEFAICY6REO 3" LONG METAL OR PLASTIC CAP 3/4--j BY J.D. RUSSELL CO. OR INSIDE DIAMETER TO BE 1/16" GRtATER 3•• —� APPROVED EQUAL THAN 8VER 2" DIAMETER OF DOWEL BAR. CAP j� �i AP 15 tE"� FROM TTH E 00 0FS8A 1Y1r1,A1Y WAY AY 1 LArl,E TYPE,toll EXPANSION & CONSTRUCTION JOINNOTE- EXPANSION OTE: T EXPANSION JOINTS AS SHOWN AND AT VARIES EACH RADIUS POINT. CURB EXPANSION TO BE SPACED AT 40' INTERVALS & ALL RADIUS POINTS. PXS. P. T. -S. & OPPOSITE P.I.-S. JOINTS SHALL BE AT 60' CENTERS. CURB & ON ALL HORIZONTAL & VERTICAL CURVES TYPE "B" JOINT CONTROL JOINTS SHALL BE AT 10• CENTERS. TYPE "0" JOINT \\ 5 `�, LONGITUDINAL JT: Q 906 TO CHORD OF RADIUS. (TYP.) r-6" 1 (TYP.) w W SAWED OR FORMED, SEAL TYPE -G" JOINT AT ALLRADIUS POINTS AND WITH JOINT MATERIAL. MAX, DISTANCE OF SEALING NOT REDID W CURBS. 300' ON TANGENTS r -s" 318" R 1/8" TO 3/ 16" 31a - o BACK OF CURB 6•• MI.N- VZ7YPE ..D.. JOINT TYPE "8" JOINT TYPE "G" JOINT AT FUTURE *4 BARS, 18" O.C.E.W. EXTENSION ORYp) PROP. TYPE RB++ CONTRACTION JOINT TYPICAL JOINT LAYOIUT AT TRANSVERSE JOINTS SHALL BE SPACED 15'CENTER TO CENTER CONCRETE INTERSECTION 12' 1" MIN. TO *4 BARS Q 18" OCW. � (MU SLAB) r.r 6- SECHOATAA g o 101 Fes" ---TYPE "G" EXPANSION JOINT ---'I ALLEY WAVING S�'1-06 GENERAL NOTES: ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEQUATELY BLOCK SOOOEO OR HYOROMULCHED AND WATERED UNTIL GROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS IS PRESENT, BLOCK SOD WILL BE REQUIRED. BARED AREAS SHALL BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE. APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARRED 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 SIL AFTER EVERY RAIN. ST3-00 TYPE "G" EXPANSION EXISTING CUft & GUTTER KEEP 6" ROSE TO TYPE "G" EXPANSION JOINT. ELEV. + TO BE [REMOVED PROPERTY LIM CURB RETURN RADIUS + 2' CURB RETURN RADIUS + 2' TIC ELEV,=3" JOINT, ELEV,+ GUTTER, THEN TRANSITK)N MATCH E OF � _ t. � THEM IS A VALLEY KEEP 6" RISE TO EXISTING GUTTER 2, ' TIC ELEV.-3" 4 CURB RETURN RADIUS 1-6" TER O CURB RETURN RADIUS r -6 - MATCH rL OF PROPERTY L� or EXISTtiNG PVMT- 'W 0 � CROWN AT VALLEY GUT EXISTING GUTTER t 4" i < ACCESSIBLE ROUTE (4' MIN.) TO FULL CROWN IH' I', z ACCESSIBLE ROUTE t4' MIN.) 2' __ - (OPTIONAL) Ir (OPTIONAL) -- - a 1 23. TYPE ,-G.• EXPANSION JOINTS 2 EXISTING 4" - _I vtEtE s• IN CURB & GUTTER SHALL BE v NOTE PNMT. EXISTING 3 •RISE t�SE 3. 6, SPACED AT A MAX. DIST kNCE �tE 3 .� 3 �kOiE - G BASE MIN DRIVEWAY APRON SHALL BE 4" . OF 40' APART AND .AT ALt —T 3" RISE 7(28-DAY EWAY APRON SHALL BE 4" DEFORMED 71E BAR 3000 psi) W/#4 BARS Q 18" TYPE "0" LDNGITUpINAL I I/+" TYPE "B- CONTRACTION P C (28 -DAY CONCRETE STRENGTH RADIUS POINTS. P.T: S & EXISTING#4 X 18" O.C. O.CE,W. ASPHALT APRONS W/O JOINTS IN CURB & GUTTER LONGITUDINAL CONCRETE STRENGTH CURB AND GUTTER SHALLSE JOINT SHALL BE SPACED AT AIMAX•JOINT BASE 00 psi) W/*4 BARS Q 18" FOR TIE TO CONCRETE ALLOWEOON OPEN DITCHED DISTANCE OF 10'APART, O;C.E.W. ASPHALT APRONS WHO TO CONCRETE PAVEMENT DEFORMED TIE BAR CURB AND GUTTER SHALL BE ONLY STREET SECTIONS ONLY. 3. 2/• MAX SLOPE. *4 x 18" O.C. FOR TIE ALLOWEDON OPEN DITCHED SECTIONAA 4, MIN TRANSITION TO L Y SECZIONAA TO CONCRETE TO STREET SECTIONS ONLY. SE+✓TIONAA SLOPING AWAY FROM INTERSECTION 5' CONCRETE PAVEMENT DOWN CURB AT P�,T. SLOPING TOWARD INTERSECTION ONLY. SECTIONA A -SIDE STREET WIDTH (I E4 I'DOi�t'Ar CURB �.! A TYPE "G" EXPANSION JOINT w -z,- P PROPERTY LINE 6" THICK CONCRETE NOTE= RAMPS ONLY WHEN (28 DAY STRENGTH - 3500 PSI) POiNT OF *MAINTAIN P MAX T1# LONGITUDINAL SLOPE IS - - ----- WI*4 BARS AT 18- O.C,E.W. CURVATURE CROSS SLOPE GREATER THAN 1:20 DOWEL INTO EXISTING SIDEWALK W!6" LSSB TO 2' BEYOND B.O.C. RAMPS SHALL COMPLY WITH (VARIES) WI*4 BARS o 18" D.C. C25'RAID). F RB TAS REQUIREMENTS RETURN CURB TO HAVE A ROLL FACE DIMINISHING EXPANSION JT, & J H- m AT RADIUS POINT SMOOTH DOWELBA, ISIDEWALK => * Ga 1/2"g X W'. WITH I LONG► t1lN TY 1,ff j -{-HA" CAP 6 12" O.C. J TAL CCESSIBLE RAMP 5'R.(MIN.) BACK OF CURB (COATED WIHEAVY GREASE) EE RAMP DETAIL) ACCESSIBLE ROUTE NEAT SAW CUT NEAT NEAT SAW CUT -- - - - - - - --- - - -� --- r--------- SAW CUT A t' I POINT OF I TANGENCY * MAINTAIN 2'/. MAX CROSS TYPE "G" EXPANSION JOINT /EXISTING CURB & GUTTER TO - - - • • • -t - ..—.....—...--..-- ---...—•---•—...— ..---- SCOPE. 5' MIN- WIDTH. BE REMOVED. REPLACE STREET SURFACING AS NEEDED. EXPANSION DONT (TYP.) * EXISTING SIDEWALKS. (A MIN. r C..-•�`'mao L� A SEAL W/APPROVED OF 4'BEHIND BACK OF CURB). EXPANSION JOINT MATERIAL MAY REMAIN IN PLACE RESIDEN I IAL DRIVEWAY BE REMOVED. SIDEWALK MUST TYPICAL STREET CONCRETE APRON BE REMOVED. ST2-00 S1'2 -OI a W a: W � TYPE "D" EXPANSION JOINT. A 54���A�.s'tMIN• EXISTING CURB & ELEV.=T/C ELEV.+3" TYPE "G" EXPANSION JOINT t -1l• GUTTER TO BE KEEP 6" RISE TO I REMOVED PROPERTY LINE I APPROX. 12" N� PROPERTY LINE - - - - DRIVEWAY � WIDTH EX SATkG (`iUTOTER i j i flRAINAGE CULVERT I i 3 1 VAi�1E5 RETURN CURB TO HAVE (MW. 18" OMA. RCP PIPE) EXISTING PVMT. I I 6-. MAINTAIN 2X MAX I A ROIL ACE DIMINISHING A E- _ _ C CROSS SLOPE AT RADIUS POiNT. SEC"1'IONA A PROPERTY f ' I I TYPE ro AMBULATORY RAMP NOTE - - ' —i— -UNE EXISTING BASE J 25' MIN. R. I LONGITUDINAL DRIVEWAY APRON SHALL REMOVE CURB SLOPE 1:12 MAX. i. LENGTH OF DRAINAGE P93E FOR " - *_JOINT THF RAMP - DEFORMED TIE BAR 6" (28 -DAY CONCRETE RESIDENTIAL DRIVES IS 36' MAX 04 X 18" D.C. STRENGTH 3000 psi) W/ 4 - & 20'tMW. DRAINAGE EDGE PVMT. FOR TYING NEW BARS Q 18" O:CE:W. ASPHALT SIDEWALK --Z * C= 2. ALL DRIVEWAY PIPES'"WITHIN CULVERT CONCRETE TO EXISTING APRONS WIO CURB & GUTTER _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ CONCRETE PAVEMENT SHALL BE ALLOWED ON OPEN i ROW MUST HAVE' CONCRETE NEAT NEAT SLOPED END`SECTIONS C STREET ONLY pOITCHEp STREET SECTIONS SAW CNLY.UT I - SAW CUT EDIt,SLOPE) OR APPROVED A SECTIONAA���71 - Jl ���1� /I r ICAL DRIVEWAY ENTRANCE �r� TYPE ••G" A NEAT EXISTING CURB &GUTTER TO EXPANSION JOINT SAW !CUT BE REMOVED -REPLACE STREET WITH CULVERT SURFACING AS NEEDED sT2-02 COMMERCIAL. D WAY ST2-03 FLEX BASE EXISTING 6„ GRAVEL STREET ., D � .0.a • p'.O.O..'o O.O.-' O H O COMPACTED CEMENT .._ f 12" ARIES STABILIZED SAND OR �" FLEX BASE .'.:. SEE BEDDING DETAIL FOR APPROPRIATE PIPE TYPE UNDISTURBED SOi. VARIES --- A._ OPEN CUT GRAVELSTREET ST4-00 MIN. C OR 0! 6" HMAC (TYPE EXISTING SEAL COAT/ (HMAC SAW CUT COMPACTED CEMENT 12"� STABILIZED SAND * REFER TO HIM SPECIFICATION 12" . FOR LIFT AND COMPACTION REQUIREMENTS SEE ZEDOING DETAIL FOR APPROPRIATE PIPE TYPE *4 BARS. 18'• DOWEL *5 BARS, 16" LG., (8" INTO EXIST. PVMT,). Q 18" 0. EXISTING CONCRETE �- SiRE£ T -28-DAY CONCRETE STRENGTH= 35W 3500 psi STAppBITLIZECFi%DT .r -SAW .CUT UNDISTURBED SOB. --SEE BEDDING DETAB, FOR VARIES UNDISTURBED SOL APPROPRIATE PIPE TYPE VARIES OPEN CUT SEAL COAT/ OPEN CUT .CONCRETE STREET OVERLAY STREET ST4-o I I ST4-02 NOTES: t. RURAL SECTIONS WILL NOT REQUIRE 16- `EA EMENTS PARALLEL TO ROW WITHIN 0 Y LIMITS. 2• FOLLOW COINNTY SECTIO RURAL 5 AND STSAtINARpS 16' UTILITY 14'- RESIDENTIAL COLLECTOR F r, SECTION SECTION PAVEMENT X. o 24 30 WIDTH R,O.W WIDTH 70 100 NOTES: t. RURAL SECTIONS WILL NOT REQUIRE 16- `EA EMENTS PARALLEL TO ROW WITHIN 0 Y LIMITS. 2• FOLLOW COINNTY SECTIO RURAL 5 AND STSAtINARpS 16' UTILITY 14'- EASEMENT (SEE NOTE 1) >2' W 00 Q L__ 0 2" HOT MIX STD. RIBBON C i F r, z =s = ASPHAL TiC '- GONG. PVMT. X. o IL c 1/2"IFT. SLOPE W i r MIN. 4" HMAC SASE I ^• OR 6" CRUSHED 6" COMPACTED STABILIZED SUBGRADE EASEMENT (SEE NOTE 1) >2' W 00 Q L__ 0 2" HOT MIX STD. RIBBON C In EASEMENT % (SEE NOTE U > Q (L F r, z =s = ASPHAL TiC '- GONG. PVMT. X. o IL c 1/2"IFT. SLOPE W MIN. 4" HMAC SASE I ^• OR 6" CRUSHED 6" COMPACTED STABILIZED SUBGRADE LIMESTONE BASE. (98Z STANDAR1 ASTM 0.698 AT A MOISTURE Cl TENT BETWEEN 0 AND •4X OF OP7 A%IM TYPICAL RURAL ROAD RIBBON CURa SECTION ST4-03 NOTES= NOTES: CITY OF BRYAN 1. AIL SUBGRAi>ES SHALL SE STABI IZED. S. REF£i2 70 BJCS ( FiEO DESIGN GUIDELINE &tANUAL FOR 1. REFER( TO B/CS UNIFIED :DESIGN GUIDELINE MANUAL .FUDR .2. LOLL CTi OR STREETS WILL :BE .REQUIRED TU :USE w 2• FOR SUBGRADES WITH P*15 AND Z PASSING THE •200 ACCEPTED RIGHT OF WAY AND PAVEMENT WIDTH. ACCEPTED RIGHT OF WAY AND PAVEMENT WIDTH. R1EIW3RCEO CONCRETE (28 DAY STRENGTH -3500 PSI). 77ie Cood Life, Texas Style." SIEVE >_35Z. USE LIME STABILIZATION. 6. COLLECTOR STREETS Wi.L BE REOUIREO TO USE 5" HMAC 3, FOR SUBGRADES WITH PM15 AND Z PASSING THE "200 BASE OR 8" CRUSHED LIMESTONE BASE AND STABILIZED SIEVE < 357. USE PORTLAND CEMENT STABILIZATION, SUBGRADE IN ACCORDANCE WITH THE 6/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 SIC 70 SIC ISE NOTE t) VARIABLE R -O -W (SEE NOTE 5) Q VARIABLE BIC TO SIC (SEE NOTE 5) MOI OLITHC CURB ` SEE 5'CONCRETE 2" HOT MIX ASPHALTIC STD.CURS & GUTTER SEE 4'CONCRETE I SEE 5'CONCRETE 6" REINFORCED CONCRETE SEE 4'CONCRETE { I SIDEWALK DE AL CONCRETE PAVEMENT ( SIDEWALK DET A4 � � SIDEWALK DETAIL 28 DAYSTRENGTH=3500 PSI) I TY E "0" JOINT SIDEWALK DETAI FFF Z SLOPE —• DRAWN BY: C.L.M. 3Y. SLOPE ---s DATE 01-01-U9 IN. M 4" HMAC BASE LIMIT OF � 2' -4 BARS Q 18" O.CE.W. s" COMPACTED STABILIZED SUBGRADE (98Z STANDARD LIMIT OF MEASUREMENT-� 2' OR 6" CRUSHED LIMESTONE 6" COMPACTED STABILIZED SUBGRADE (98ZSTANDARD MEASUREMENT (MID SLAB) I ASTM,', 0-698 AT A MOISTURE CONTENT BETWEEN SCALE: N T S FOR ROADWAY EXCAVATION BASE (957 MOD. ASTM -01557) ASTM 0-698 AT A MOISTURE CONTENT BETWEEN FOR ROADWAY 0 AND -4Y OF OPTIMUM) AND STABILIZATION (LOCAL STREETS) 0 AND •41 OF OPTIMUM. EXCAVATION & APPROVED: W_ R. K. TYPICAL STREET SECTION STABILIZATION. TYPICAL STREET SECTION FIGURE: ASPHAZTIC CONCRI'TIT RAY7_,1rAIT ST4-04 f LVvT R0,,YJ c 0A'Cf ,7_1isY_3 VPM_LjVY- ST4-0.5 SHEET 1 OF 1 CROSS SLOPE 2!. MIN. CROSS SLOPE W CROSS SLOPE SIDEWALK 3 21 to 4X 2Y. MAX., 1y. MIN. .E PAVEMENT CURB \ W o 8TYP. �c NOTE: TMS DOES NOT TAKE INTO ACCOUNT DRAINAGE REQUIREMENTS - BERMS MAY BE RETIRED OUTSIDE OF THE SIDEWALK. �V m SIDEWALK SLOPE REQUIREMENr1.1S 4"x4"x3/16" STRUCTURAL STEEL TUBING O:C. MAXIMUM ------- r--B'O:C. MAXI O.C. SWI -00 NOTES - 1. SIDEWALK PLACEMENT SHALL BE IN ACCORDANCE WITH B/CS UNIFIED DESIGN GUIDELINES. 2. FINISH: LIGHT BROOM FINISH. JOINTS TO BE TOOLED 1" DEEP AT AN INTERVAL EQUAL TO THE SIDEWALK WIDTH. EXPANSION JOINTS O 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, JUNCTION BOX, ETC.) WITH 13 x 12" BARS 6 12" O.C. OR •4 x 12" BARS Q /8- O.C. 4. COMPACTION: COMPACTED SUBGRADE MATERIAL COMPACTED TO A DENSITY AT LEAST 98X OF MAXANN DRY DENSITY AS DETERMINED BY PROCTOR COMPACTION TEST ASTM 0698 (STANDARD)AND SHALL BE 0-4L WET OF THE OPTIMUM MOISTURE CONTENT S. 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 i/2" 0 X 18". 12" D.C. -�I i•�- 3/4" (COATED W/HEAVY GREASE) 3'-0" MW. 20"VARIES-� RECYCLED MATERIAL, 1!2" -� SEE NOTE 4 THICK AS MANUFACTURED 3•• LONG METAL OR PLASTIC CAP, INSIDE BY JARUSSELL CO.OR DIAMETER TO BE 1/16" GRATER' THAN APPROVED EQUAL DIAMETER OF DOWEL BAR. CAP MUST 13 BARS O 12" O.C.E.W. OR 28 -DAY CONCRETE BE LONG ENOUGH TO COVER 2"OF -4 BARS 0 18" O.C.E.W: STRENGTH= 3000 psi DOWEL AND HAVE STOP SO END OF 44" THICK MIN.) CAP IS 1" FROM END OF BAR. SEE FINISH NOTE SIDEWALK EXPANSION ALONG LOCAL STREETS & CONSTRUCTION JOINT SAWED OR FORMED, 118" TO 3/16" SEAL WITH EXPANSION JOINT MATERIAL. -MN. - 3/8'• R t SIDENKU K CONTRACTION JOINT SWEEP SAND "-D.C. IN $" Wi0 ALL .JOINTS 4"x2"x3116" STRUCTURAL. STEEL TUBING MAX 24" CONIC. SIDEWALK S�-;r-A,x.YWTRUCTUR AL 1"A"x3/16" STRUCTURAL STEEL TUBING 3-1/2" SEE CONNECTION DETAi. -- 4., 7.5.. • b V t V O. TYPICAL PEDEST� lr2" DIA BOLT d . GUARDRAIL C01lrjNTECr70ATDETAIL 6„ r` MAX. SAND LAYING COURSE SWI -01 ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEQUATELY BLOCK SODDED OR 14YDROMULCHED AND WATERED UNTLGROWTHIS 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 1S COMPLETE AND THEN REMOVED BY CONTRACTOR. ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RAN. T AFFECT TA7ED PAVER MATERIAL SIDE NNTALK PAVER SECTION CONCRETE SIDEWALK 3'-0" MIN. 6'-Q" vMI£S _-�- 2x MAX. L SEE NOTE 4 -3 BARS O 12" O.C.E.W. OR 28 -DAY CONCRETE -4 BARS 4 18" O.C.E.W, STRENGTH - 3000 psi (4" THICK MIN.) SEE FINISH NOTE ALONG MINOR COLLECTORS AND LARGER TRAFFLPCTRATE D 81-0" VARIES-� PAVER MATERIAL �- 2X MAX.. I SEE NOTE 4 SEE NOTE 3 28 -DAY CONCRETE -3 :BARS Q 12" O.C.E.W- Ok- STRENGTH= 3000 psi -4 BARS Q 18" O.C.E.W. 114" THICK MIN.) SEE FINISH NOTE ALONG MINOR COLLECTORS AND LARGER SN%CT1-02 rrr'Iil` ' 'I 9- 10 z io 4' rr"i rr PEDESTRIAN FACILITIES 1. CURB RAMPS MUST CONTAIN A DETECTABLE WARNING SURFACE THA � 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 "VARIES r 4' STILL DRAIN PROPERLY SHOULD BE USED. ADJUST CURB RAMP LENGTH OR GRADE * VARIES r 4' OF APPROACH SIDEWALKS AS DIRECTED. Annular VARIES NEENAH CRATE BOLTED CONCRETE. UNLESS SPECIFIED ELSEWHERE IN THE PLANS. 2. LANDINGS SHALL BE A 5' X 5' MINIMUM WITH A MAXIMUM 2Y. SLOPE IN ANY 2. DETECTABLE WARNING SURFACES MUST BE SLIP RESISTANT AND Notes IN SMe PLACE OR APPROVED EQUAL g I GREEN SPACE y :? y$ 3. MANEUVERING SPACE AT THE BOTTOM OF CURB RAMPS SHALL BE A MINIMUM OF SIDEWALK 4' X 4' WHOLLY CONTAINED *THN THE CROSSWALK AND WHOLLY OUTSIDE TRAVEL WHEN ENTERING THE STREET. k•- • e TRAVEL PATH. 4. SHADED AREAS ON SHEETS 3 AND 4 INDICATE THE 4. MAXIMUM ALLOWAULE CROSS! SLOPE ON SIDEWALK AND CURS RAMP i5 24 6. d r . SIDEWALK 11 tTypicd) SURFACE FOR EACH CURB RAMP TYPE. 6- N0.4 BARS WOULD NOT NORMALLY WALK ACROSS THE RAMP, EITHER BECAUSE THE ADJACENT S. DETECTABLE WARNING SURFACES SHALL BE A AtiNI(UJ OF 2a" IN IS PLANTING OR OTHER NON -WALKING SURFACE OR BECAUSE THE SINE DEPTH IN THE DIRECTION OF PEDESTRIAN TRAVEL. AND EXTEND THESURFACE f �t^ f * `•r 12:1 DETECTABLE WARNING AMP��( r 1 MAX. A DETECTABLE WARNING SURFACE VARIES iT6y-p) PROPERTY L IN THE CURRENT EDITION OF THE TEXAS ACCESSIBILITY PROPERTY LltE STANDARDS (TAS) Aft 16 TAC TENCH GRATE MAY ONLY BE MAXIMUM FROM THE EXTENSION OF THE F ACE OF CURB. t0" E WARNING SURFACES MAY BE CURVED ALONG THE DETECTABLE DETECT FROM T ELLOWED�CIT ENMEETH PRIOR R OND CORNER RADIUS. OF 5' WIDE. MED>ANS SHOULD BE DESIGNED TO PROVIDE ACCESSIBLE PASSAGE Os5�� ° '. OVER OR THROUGH THEM. STORM SEWER SYRE THERE ISSTTEMT R **2YfVCUtB RADIUS) 21,V (20' CURB RADIUS) v POLYMER COMPOSITE, PRECAST POLYMER CONCRETE. • , . \ AND CONCRETE. AVAILABLE. 1fi.5-125 .CURB :RAOUS) MARKINGS ARE NOT REQUIRED. CURB RAMPS SHALL BE ALIGNED WITH THEORETICAL CROSSWALKS, OR AS DIRECTED BY THE ENGINEER. 9. EXISTING FEATURES THAT COMPLY WITH TAS MAY REMAIN IN PLACE UNLESS CROSS SLOPE NOT i0 EXCEED � x 1{/i•7`•l 2x OR BE LESS THAN IR ON ANY PORMON OF RAW OR TRANSITION \ � W OTHERWISE SHOW!J ON THE **23'(XrCut8 RADIUS) 21.V t20' CURB RAMS) - _ - TO STREET 16.5't25'CURS RADIUS) (PENETRATES)A CURB. y LANOINGS FROM ADJACENT SIDEWALK AND ANY OTHER -Y-CROSS SLOPE NOT TO EXCEED ELEMENTS WITH Of3EMOLD OR BOARD JOINT OF 314" UNLESS OTHERWISE DIRECTED e BY THE ENGINEElR,' 2Y. OR -BE LESS THAN iX ON ANY > PORTION OF RAMP -OR TRANSITION , 12. PROVIDE A SMOOTH TRANSITION > TO STREET IOX MEASURED ALONG CURB LINE. 5' -3--1 $ ISCOnlcfl7c View 5/6'J'SIDEWALK AMBULATORY 8' SIDEN VALK AMBULATORY SIDEWALK DRAINAGE RAMP AT STREET INTER SECTIONRSP AT STREET INTERSECTION TRENCH GRATE =SW3-02 SW3-00 SW3-01 *CROSS SLOPE NOT TO EXCEED *CROSS SLOPE NOT TO EXCEED *CROSS SLOPE NOT TO EXCEED 2% OR BE LESS THAN tz ON ANY PORTION OF RAMP OR TRANSITION 27. OR BE LESS THAN W. ON ANY POORSIONR� F RAMP OR TRANSITION P/ORT�NBE LESSTHANON TRANSITION NiTIpNY TO STREET / / TO STREET , + + `ry fry ry y PRRTY PROPERTY / PRO ARTY `"" DETECTABLE WARNING LVE - -DETECTABLE l / DETECTABLEWAR -- '^ SURFACE •Y 8' SIDEWALK V, V _ - -' V SURFACE - y SURFACE a ROn AIJP* sae 8'StOEWALK Z IJP*•< a102� :': i AMCfl P* 5'SIDEWALK 4EXPANSION SLOPE 3' EXPANSION JT. & 3• JT. & SMOOTH DOWEL BAR. SMOOTH DOWEL BAR, EXPANSION JT. & - i/2" DIA. X 16", WITH CAP O 12" O.C. 1/2" DIA X i6". WITH CAP 0 12" O.C. BACK SMOOTH DOWEL BAR, OF CURB t/2" ORA X16", WITH BACK 6. (COATED W/HEAVY OF CURB GREASE) BACK 6, UN.(COATED W/HEAVY OF CURBGREASE) 6. MIN CAP o 12" O.C. #COATED WHEAVY GREASE) 8' SIDEWALK AMBULATORY RAMP U SIDEWALK AMBUTATORY RAMP 5' SIDEWALK AMBTJLATORY RAMP AT STREET INTERSECTION & DRIVES AT STREET INTERSECTION & DRIVES AT STREET INTERSECTION & DRIVES S'XAT3-03 1 FS-W-79-041SW3-05 _jr v� LANDING Wad � arc N,OiY'.:fj:4T:4.O,.ifiF: 'oei'oa�:a'000. DETECTABLE WARNING SURFACE 4" MAX. AND USUAL 6- M", \_ FACE Of 10- MAX. CURB TYPICAL PLACEMENT OF DETECTABLE WARNING SURFACE ON LANDING AT STREET EDGE SW2-00 C c c "a Landing y1^ a7 CL $ Detectable warning surface (comes to run poronel to 4" Max pedestrian travel) and Usual 6" ,,in Face of RD" max curb TYPICAL PLACEMENT OF DETECTABLE ARNING SURFACE ON SLOPING RAMP R1 SW2-01 ` 5 x 5' c LANDNG a -'g CL w wO.F iV 1_(TYPICAL) _ 4' RAMP WIDTH I - tTYPICAL)I fib Face a( (TYPICAL) TYPICAL AMBULATORY RAMP FLARED WINGS GENERA- 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 SINE 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 2Y. 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 MINIMUM OF 3. ALIGN TRUNCATED DOMES IN THE DIRECTION OF PEDESTRIAN 4' X 4' WHOLLY CONTAINED *THN 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 ALLOWAULE CROSS! SLOPE ON SIDEWALK AND CURS RAMP i5 24 APPROXIMATE LOCATION FOR THE DETECABL£ WARNING 11 tTypicd) 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 S. DETECTABLE WARNING SURFACES SHALL BE A AtiNI(UJ OF 2a" IN IS PLANTING OR OTHER NON -WALKING SURFACE OR BECAUSE THE SINE DEPTH IN THE DIRECTION OF PEDESTRIAN TRAVEL. AND EXTEND THESURFACE APPROACH 15 SU95TANTIALLY 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 b" AND A STANDARDS (TAS) Aft 16 TAC 968.102. MAXIMUM FROM THE EXTENSION OF THE F ACE OF CURB. t0" E WARNING SURFACES MAY BE CURVED ALONG THE DETECTABLE DETECT 7, TO SERVE AS A PEDESTRIAN REFUGE AREA, THE MEDIAN SHOULD BE A MINI MUM CORNER RADIUS. OF 5' WIDE. MED>ANS SHOULD BE DESIGNED TO PROVIDE ACCESSIBLE PASSAGE OVER OR THROUGH THEM. 7. ACCEPTABLE PAVER MATERIAL SHALL BE CLAY, VITRIFIED POLYMER COMPOSITE, PRECAST POLYMER CONCRETE. 8. CROSSWALK DIMENSIONS. CROSSWALK MARKINGS AND STOP BAR LOCATIONS SHALL BE AND CONCRETE. AS SHOWN ELSEWHERE IN THE PLANS. AT INTERSECTIONS WHERE CROSSWALK MARKINGS ARE NOT REQUIRED. CURB RAMPS SHALL BE ALIGNED WITH THEORETICAL CROSSWALKS, OR AS DIRECTED BY THE ENGINEER. 9. EXISTING FEATURES THAT COMPLY WITH TAS MAY REMAIN IN PLACE UNLESS OTHERWISE SHOW!J ON THE PLANS. 1D. HANDRALS ARE WOT REOUI EO ON CURB RAMPS. PROVIDE CURB RAMPS WHEREVER ON ACCESSIBLE ROUTE CROSSES (PENETRATES)A CURB. 11. SEPARATE CURB f1AMP AND LANOINGS FROM ADJACENT SIDEWALK AND ANY OTHER ELEMENTS WITH Of3EMOLD OR BOARD JOINT OF 314" UNLESS OTHERWISE DIRECTED BY THE ENGINEElR,' 12. PROVIDE A SMOOTH TRANSITION WHERE THE CURB RAMPS CONNECT TO THE STREET. 13. FLARE SLOPE SHALL NOT EXCEED IOX MEASURED ALONG CURB LINE. r 2- 1 I I 4-11 0000 �r 10000 ,. DETECTABLE WARINEVG PSI VER iN E C � 0lLending v U. ow o Detectable warring Dover with truncated 4- Max dome surface E%PANS101 and Usuot AS REOUI A SIDE FLARE' • de Wore (TYP) tTypicd) - \-Face of curb TRUNCATEID D0AIT PATTERAT DETECTABLE WARNING PAVER 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 FU L -SIZE UNITS FiRST FOLLOWED BY CLOSURE UMTS CONSISTING OF AT LEAST 25 PERCENT OF A FULL UNIT. CUT DETECTABLE WARNING PAVER UNITS USING A POWER SAW. INO.3 RBM MOUND PAVER INSET DETECTABLE WARNING PAVER WITH TRUNCATED DOME SURFACE 1•' MORTAR BED - SHALL CONFORM TO APPLICABLE SPECIFICATIONS CONTROL JOINT PERMISSIBLE L _o LON. 4- AT -" No1188 MARX,) � -CENTER BOTH WAYS C*L„ASe�A„CONCRETE n- SW2-03 z O V) w �1� CITY OF BRYAN The Goal I.i1c, 7cxas Style. - DRAWN BY: C.L.M. DATE: 01-01-09 SCALE: N T S APPROVED W. P. K. FIGURE a w SHEET 1 OF 1 • �1� CITY OF BRYAN The Goal I.i1c, 7cxas Style. - DRAWN BY: C.L.M. DATE: 01-01-09 SCALE: N T S APPROVED W. P. K. FIGURE a w SHEET 1 OF 1 SETSCREW R PIPELINE A NOTES* WARNING SIGN( MAIN LINE RETAINER El L FURNISH AS SHOWN ON PLANS BLACK AND ON ALL VALVE SIGN POSTS. UNDISTURBED TEXT WARN TNG 2'FROM 20 & CONSTRUCTED BAKED ON 5 DIRT r4AMMEI FINISH. FURNISH ONE 24" MIN. RGROUND PPELIIE WARNING AND ONE VALVE SIGN CONTACT THE CITY AND ONE POST FOR EACH VALVE END OF LINE BEFORE EXCAVATING INSTALLED AND AT OTHER CAP/PLUG LOCATIONS AS SHOWN ON PLANS_ WATERLINE YELLOW FURNISH SAME NUMBER OF M. J. TEE BACKGROUND iq.. REPLACEMENT SIGNS AS FOR EACH OR CROSS .w INSTALLED (OMITTING VALVE VALNUMBER ON VALVE SiGN BLANK) BEDDING SAID 7" N0. V (NOT A SEPARATE PAY ITEM) 3' X 3' X 6" ^' 2" BLACK PRESSURE CONCRETE SLAB LLj_A 1 V SENSITIVE NUMBERS TO BE ADDED AFTER 24 WHITEt0" BASIC SIGN HAS BEEN MIN. PLAN VIET/V BACKGROUND. PAINTED. MJ PLUG UNDISTURBED DIRTPIPELINE WARNING SIGN COMPACTED SELECT FILL ^= VALVE IDENi1FICATION SIGN MEGALUG W-01'8_ BLUE, HEAVY DUTY. WING. aKYE VALVE BOX AND SHAFT EXTENSION PNCE CHANNEL POST I�q.-0" CAST IRON VALVE BOX COVER 2'K 4' X 6" CONCRETE SLAB 2'X 4'X 6" CONCRETE SLAB 4'-0" NOT GREATER t THAN 45- 5 ACK F R AMERICAN FLOW CONTROL TRENCH y�r COP ICRETE ADAPTER OR AN APPROVED EQUAL 6" DIP W/RETAINING GLAN61 ell AT BEND AND PLUG. SECTIO -NAA t NOTE. DIMENSION FOR CONCRETE VARIES WITH WATERLINE SIZE THRUST BLOCK-2ir. v • . *NOTE RESTRAINED JOINT 6" M. J. ELL. PLACED ON COMPACTION WITHIN LIMITS W/THRUST BLOCK UNDISTURBED SOIL INSTALL ANCHOR COUPLING OF ASSEMBLY SHALL BE 958 AND REDUCER AS REQUIRED END OF LINE BLOCKING STANDARD DENstiY PER IN-LINE BLOW OFF ASSEMBLY ASTM 0696 _ M-73-00W3-ol NATE r' 1. EMBED COPPER LINE IN TAMPED SAND FROM BRONZE INSECT SCREEN GALV. ELL UNDISTURBED SOIL TO 6" ABOVE AND ON BOTH W/SLS. HOSE CLAMP I SIDES OF COPPER PIPE, GALV, NIPPLE 1 I REMOVE AND DISCARD . 2. PAYMENT FOR BID ITEM OF "AIR RELEASE VALVE" AIR RELEASE/VACUUM II" AFTER USE MJ PLUG VALVE BOX AND SHAFT EXTENSION SHALL INCLUDE ALL MATERIALS, AS SHOWN IN BREAKER VALVE 2" METER BOX WITH t I EXIST. GRADE 4'-d" CAST RON VALVE BOX COVER DETAIL, INCLUDING MAW LINE TAPPING SADDLE. VALMATIC MODEL 101.0-) CAST IRON LID 11 3. PPE SIZE SHALL BE r OR 2". OR MODEL 102 (2-) OR I H�;1rN CH, 40 GAIN. PiPE r�2'X 4' X 6" CONCRETE SLAB 4. SIZE OF LIES AND VALVES MAY BE MODIFIED BY APPROVED EQUAL 1 1 .... THE ENGINEER 11 AFTER BEOW OFF HOT -BOX POLY ROX I STALLMALE OUICK AMERICAN FLOW CONTROL MODEL PHRi (r') WiTH EXIST. GRADE ONNECTION & CAP' TRENCH ADAPTER HEAT OR MODEL PHR2 (2") OR AN APPROVED WITH HEAT OR APPROVED 4" APPRROVEO EQUAL EQUAL-- BRASS BALL VALVE PIPE MATERIAL MJ TAPPED CAP 4" X 3'X 3' CONCRETE PAD (FOR i- PIPE)2 L . .. -E 4" X 5' X 3' CONCRE7 PAD (FOR 2" PIPE) BRASS THREAD PPE 11 3WATER IRON PPE THREAD MAIN COMPRESSION FITTING BRASS ELL J TAPPED CAPCC AND BALL GATE VALVE CONCRETE g�OCKING TO WATER 4" M. J. ELL PLACED ON NCRET QCKING TO TYPE K" COPPER TUBING BE INACCtORBOANCE WITH MAIN UNDISTURBED SOIL �t I}TOB WITH DETAIL W3-00 AIL W3-00 BRASS NIPPLE �4" END OF LINE � TAPPING. SADDLE W1 CORPORATION STOP: GIH BLOW -OFF RISER BLOW -OFF AIR RELEASE VALVE & VACUUM CHECK VALVE W3-02 W3-03 W3-04 NOTE%USE POLYETHYLENE WRAP OR SIZE 24" X 24" X 6" 1. VALVE EXTENSION t0 BE USED ONLY WHEN TOP OF GATE VALVE �, FINELY DIVIDED EARTH FREE OF ROCK, LUMPS AND CLODS EXCEEDING 6" E-` cop EQUAL BETWEEN CONCRETE & PLUG TO PREVENT CONCRETE FROM STICKING TO PLUG. VOLUME tc..! 28 -DAY CONCRETE t5 PEEPER THAN 5 FEET FROM FINISHED GRADE, SHALL BE PLACED BY HAND, AND COMPACTED AROUND THE CAST IRON PIPE TO A DEPTH OF 12" OVER THE TOP OF THE PPE BEFORE BACKFILL IS BEGUN STANDARt) FIRE HYDRAN 0.9 D C STRENGTH - 2000 psi WTIH 84 BAR AROUND 2. ALL VALVE OPERATING NUT BY ANY MECHANICAL EQUiPMENT. GATE VALVE W/VALVE OX 1.2 4.0 1012 11. 1.513.51 0.6 ALL VALVE BOX. EXTENSIONS ARE TO BE MADE 2. ALL CONCRETE BLOCKING SHALL BE - 28 DAY CONCRETE STRENGTH - 2000psi. WATER LINE 1.5 SADDLE AND THE WYE FOR DOUBLE SERVICE. 5, ALL CONNECTIONS TO BE COMPRESSION TYPE. o L5 OF STEEL i,ESIIZED AHS WTED�} AND N 3. ALL THRUST BLOCKING SHALL PROVIDE A MINIMUM OF 2 SQUARE FEET OF 6'ALL SERVICE WYES & EXTENSIONS ARE TO BE INSTALLED WITH THE MANN LITE CONSTRUCTION, 22 , AS REOURE + 1.5 1.5 COATS METAL PAINT, BEARING AREA OF CONCRETE ON UNDISTURBED SOIL. OR AS DIRECTED BY 10.1212 2.5 COPPERHEAD SNAKEPIT EST STREET CROSSINGS HAVE BEEN INSTALLED. THE ENGINEER. TEE OR TAPPING SLEEVE 0.3 MIN 6.8" 10,12 STATION tLIGHT .DUTY) OR APPROVED EQUAL 3. EXTENN�SI1ONS SHALL BE A MINIMUM OF ONE' (1) FOOT LONG. & VALVE 4• WATER MAINS WILL NOT BE FULLY PRESSURIZED UNTIL CONCRETE HAS AS REQUIRED 0.t 0.1 �w REACHED 7 DAY STRENGTH. PAINTED BLUE. 8. LOT 'CORNERS SHALL BE MARKED WITH A LATH UNDER o i VIETVA -A 4. VALVE BOX LIDS LOCATED ON VALVES TO ISOLATE FIRE 5. ALL PIPE WILL BE LAID SO AS THE ENTIRE BARRELL WILL HAVE FULL THE SUPERVISION F A RPLS UPON COMPLETION OF REQUIRED : SUPPRESSION LINES FROM PUBLIC BEARING ON THE. FINE GRADED TRENCH BOTTOM, HELL HOLES SHALL CONSTRUCTION. WATER LINES SHALL BE AMPro BE CUT FOR EACH BELL AND FIRE HYDRANT. mil USA. LL562 LOCKABLE LIC. 6, ALL FITTING SHALL BE MECHANICL JOINTS UNLESS OTHERWISE DIRECTED. CD POUR AGAINST UNDISTURBED EARTH - 7, HYDRANTS SHALL BE LOCATED NO CLOSER THAN 3 FEET MEASURED FROM ANCHOR 90• BE STANDARD FIRE HYDRANT THE BACK OF -CURB TO THE FACE OF THE STEAMER ON THE .FRE HYDRANT, GATE VALVE W/V34I:YE BOX m z SNAKEPIT TEST VALVE BOX PER SPECS WITH BOX VALVE BOX PER SPECS. STMIOAft FILE HYDRIN STATION(LD STATION (LIGHT DUTY} OR APPROVED EQUAL EXTENSION AS NEEDED 2" SQUARE AWWA NUT A� EXTENSION WITH FINISHED GRAPE a 3 CENTERING COLLAR. TERMINATE 4• TO 5` �A + A .- :: .. A FROM TOP OF BOX, t - 6,- BURY LIE 2" SQUARE AWWA (NUT As RE VARIESFIRE HYDRANT LOCATION EXTENSION WITH CENTERINGCOLLAR. TERMINATE 4' TO 5' i a REALIGN AS NEEDED FROM TOP OF 80X.. ( 6' STD. 6" 03. OR C909 PPE STO. GATE VALVE wlTn SSVALSOLIVE TS COUPLIANCHOR NG AWWA C900 PRESSURE PIPE W/STAINLESS STEEL BOLTS C TE �++ 14 go. INSULATED PP R VC OD.I. IPE $LOCKING i O PEA GRAVEL - FILL TO 1FT.ASOVE WEEP HOLE f 1= 24- X 24" X 6„ 28 -DAY CONCRETE STRENGTH- 2000 WIRE W/ALL COPPER TRACER SPLICES .-. �P. THRUST BLOCK psi WITH 84 BAR AROUND MADE USING I I ALLY ALVE BOX. APPROVED WATER TIGHT CONNECTORS TEE OR TAPPING "" SLEEVE & VALVE\,-MECHAMCAL JOINTS USING x4" 12 -TE o ) LOCK AS DIRECTED. PBEBLOCK AS REQUIRED WITH SET SCREW RETAINER OCK MAIN. DIMENSION APPROX. GLANDS OR MEGA LUGS VIL YV11 A - EQUAL io ONE BAG OF 6" X 12" GRADELOK SACKRETE BLOCK AS DIRECTED W/M.J.SPLIT GLANDS (ROTATE TO FINAL GRADE) 011�rTIn. ATAL GATE VALVE BOX WI -00 STANDARD STANDARD FIRE HYDRANT ASSEMBLY SQUARE x " HIGH BLUE LID STAT ONL�H7 �vtj NAL WITH �\ OPERATING NUT2" OjZEST 3cFER TO TECH(MCAL SECT��ppN 09 03 12 APPROVED EQUAL FOR TRACER WIRE IiSTALLAiION COPPERHEAD SNAKEPIT TEST a GROUND LEVEL APPROVED EOUA�UTY}OR VALVE OPERATING NUT 24„METAL EXTENSION MAX, METAL DETECTOR TAPE ,,,,,,,, DETECTOR TAPE 5" DIA xi/&' MIN ETER THICKNESS STEEL 8 XtSTD.) PLATE w/ 90°CUT-OUT 48" MIN, ELECTRICCAL DIRECT I" DIA STEEL ROD WI2TAGE E �-•14gcpCi TO SQUARE SOCKET . SOLIDOPPE 2" DIA INSIDE 21/4" DEPTH TWO 3/8" SET SCREWS ON (11/8" MIN-) EITHER OPERATING SSE TO LOCK THE NUT. TYPICAL UTILITY- PPE THICKNESS) OUTSIDE t�SH�W1ITHS EDGE OF BOTTOM TYPICAL UTILITY PAPE, SOCKET. TRACER WiRE MUST BE INSTALLED DIRECTLY ABOVE TUE Pi 3E AND DEAD END GATE VALVE EXTENSION SHALL BE TAPED TO THE PIPE AT VINTERVALS. TRR WIRE SH%�' EXTEND � W I -o l UTILITY PIPE LOCATION MATERIALS COFIEDT ANDY SVCUMO FORE• FUTURE CONNECTIONS W l -i`,� SETSCREW R PIPELINE A NOTES* WARNING SIGN( MAIN LINE RETAINER El L FURNISH AS SHOWN ON PLANS BLACK AND ON ALL VALVE SIGN POSTS. UNDISTURBED TEXT WARN TNG 2'FROM 20 & CONSTRUCTED BAKED ON 5 DIRT r4AMMEI FINISH. FURNISH ONE 24" MIN. RGROUND PPELIIE WARNING AND ONE VALVE SIGN CONTACT THE CITY AND ONE POST FOR EACH VALVE END OF LINE BEFORE EXCAVATING INSTALLED AND AT OTHER CAP/PLUG LOCATIONS AS SHOWN ON PLANS_ WATERLINE YELLOW FURNISH SAME NUMBER OF M. J. TEE BACKGROUND iq.. REPLACEMENT SIGNS AS FOR EACH OR CROSS .w INSTALLED (OMITTING VALVE VALNUMBER ON VALVE SiGN BLANK) BEDDING SAID 7" N0. V (NOT A SEPARATE PAY ITEM) 3' X 3' X 6" ^' 2" BLACK PRESSURE CONCRETE SLAB LLj_A 1 V SENSITIVE NUMBERS TO BE ADDED AFTER 24 WHITEt0" BASIC SIGN HAS BEEN MIN. PLAN VIET/V BACKGROUND. PAINTED. MJ PLUG UNDISTURBED DIRTPIPELINE WARNING SIGN COMPACTED SELECT FILL ^= VALVE IDENi1FICATION SIGN MEGALUG W-01'8_ BLUE, HEAVY DUTY. WING. aKYE VALVE BOX AND SHAFT EXTENSION PNCE CHANNEL POST I�q.-0" CAST IRON VALVE BOX COVER 2'K 4' X 6" CONCRETE SLAB 2'X 4'X 6" CONCRETE SLAB 4'-0" NOT GREATER t THAN 45- 5 ACK F R AMERICAN FLOW CONTROL TRENCH y�r COP ICRETE ADAPTER OR AN APPROVED EQUAL 6" DIP W/RETAINING GLAN61 ell AT BEND AND PLUG. SECTIO -NAA t NOTE. DIMENSION FOR CONCRETE VARIES WITH WATERLINE SIZE THRUST BLOCK-2ir. v • . *NOTE RESTRAINED JOINT 6" M. J. ELL. PLACED ON COMPACTION WITHIN LIMITS W/THRUST BLOCK UNDISTURBED SOIL INSTALL ANCHOR COUPLING OF ASSEMBLY SHALL BE 958 AND REDUCER AS REQUIRED END OF LINE BLOCKING STANDARD DENstiY PER IN-LINE BLOW OFF ASSEMBLY ASTM 0696 _ M-73-00W3-ol NATE r' 1. EMBED COPPER LINE IN TAMPED SAND FROM BRONZE INSECT SCREEN GALV. ELL UNDISTURBED SOIL TO 6" ABOVE AND ON BOTH W/SLS. HOSE CLAMP I SIDES OF COPPER PIPE, GALV, NIPPLE 1 I REMOVE AND DISCARD . 2. PAYMENT FOR BID ITEM OF "AIR RELEASE VALVE" AIR RELEASE/VACUUM II" AFTER USE MJ PLUG VALVE BOX AND SHAFT EXTENSION SHALL INCLUDE ALL MATERIALS, AS SHOWN IN BREAKER VALVE 2" METER BOX WITH t I EXIST. GRADE 4'-d" CAST RON VALVE BOX COVER DETAIL, INCLUDING MAW LINE TAPPING SADDLE. VALMATIC MODEL 101.0-) CAST IRON LID 11 3. PPE SIZE SHALL BE r OR 2". OR MODEL 102 (2-) OR I H�;1rN CH, 40 GAIN. PiPE r�2'X 4' X 6" CONCRETE SLAB 4. SIZE OF LIES AND VALVES MAY BE MODIFIED BY APPROVED EQUAL 1 1 .... THE ENGINEER 11 AFTER BEOW OFF HOT -BOX POLY ROX I STALLMALE OUICK AMERICAN FLOW CONTROL MODEL PHRi (r') WiTH EXIST. GRADE ONNECTION & CAP' TRENCH ADAPTER HEAT OR MODEL PHR2 (2") OR AN APPROVED WITH HEAT OR APPROVED 4" APPRROVEO EQUAL EQUAL-- BRASS BALL VALVE PIPE MATERIAL MJ TAPPED CAP 4" X 3'X 3' CONCRETE PAD (FOR i- PIPE)2 L . .. -E 4" X 5' X 3' CONCRE7 PAD (FOR 2" PIPE) BRASS THREAD PPE 11 3WATER IRON PPE THREAD MAIN COMPRESSION FITTING BRASS ELL J TAPPED CAPCC AND BALL GATE VALVE CONCRETE g�OCKING TO WATER 4" M. J. ELL PLACED ON NCRET QCKING TO TYPE K" COPPER TUBING BE INACCtORBOANCE WITH MAIN UNDISTURBED SOIL �t I}TOB WITH DETAIL W3-00 AIL W3-00 BRASS NIPPLE �4" END OF LINE � TAPPING. SADDLE W1 CORPORATION STOP: GIH BLOW -OFF RISER BLOW -OFF AIR RELEASE VALVE & VACUUM CHECK VALVE W3-02 W3-03 W3-04 NOTE%USE POLYETHYLENE WRAP OR SIZE TEE SC%EpULE I B tot! NOTES, E-` cop EQUAL BETWEEN CONCRETE & PLUG TO PREVENT CONCRETE FROM STICKING TO PLUG. VOLUME tc..! ID tHRUST C A VOLUME w tow t till , 6.8- i, NO SPLICES IN COPPER TUBING WILL BE ALLOWED 4. MATERIA. USED SHALL BE AS SPECIFIEO OR AN 0.9 2.7 4 6 8 5.1 t. 0,3 WITHIN OPTIMUM TO -4X. WET OF OPTIMUM BETWEEN THE SERVICE SADDLE AND THE CURB STOP APPROVED EQUAL. 1.2 4.0 1012 11. 1.513.51 0.6 45' FOR SINGLE SERVICE OR BETWEEN THE SERVICE 2.,0-'2.0 1,5 0.9 1.5 SADDLE AND THE WYE FOR DOUBLE SERVICE. 5, ALL CONNECTIONS TO BE COMPRESSION TYPE. C L5 1.2 2, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 6'ALL SERVICE WYES & EXTENSIONS ARE TO BE INSTALLED WITH THE MANN LITE CONSTRUCTION, 22 , °6,8" 1.5 1.5 TO PRESSURE TEST LINE IMMEDIATELY AFTER THE 0.1 10.1212 2.5 L5 STREET CROSSINGS HAVE BEEN INSTALLED. 7. METERS AND VALVE BOXES SHALL BE PLACED BY THE 0.3 (125, 6.8" 10,12 t.O 1.5 LS L5 3. (MARK EACH SERVICE END WITH METAL "T" PAST CITY UPON PAYMENT OF FEE. 0.t 0.1 �w PAINTED BLUE. 8. LOT 'CORNERS SHALL BE MARKED WITH A LATH UNDER o -THRUST aY THE SUPERVISION F A RPLS UPON COMPLETION OF o : CONSTRUCTION. mil ONC. CURB & GUTTER CD POUR AGAINST UNDISTURBED EARTH - TEE THRUSTBLOCAC THRUST BLOCK NOTES: **SEE TECHNICAL SECTION 33 12 13 FOR t: MATERIAL REACC CACCIa ATK)NS ARE BASED ON WTEQUIREMENTS RRNAL PRESSURE OF 200psiFOR 24" AND SMALLER INNER DIAMETER PIPE, 2. ALL BEARING SURFACES OF THRUST BLOCKS SHALL BE PLACED AGAINST UNDISTURBEO EARTH OR ROCK. 3. CONCRETE FOR BLOCKING SHALL BE 2000 psi. 4. DIMENSIONS MAY BE VARIED AS REOUIREO BY FIELD WHERE AND AS DIRECTED BY THE ENGINEER. THE VOLUME OF CONCRETE BLOCKING SHALL NOT BE LESS THAN SHOWN HERE. 5. WATER MAW. SHALL NOT BE PRESSURIZED UNTIL ALL CONCRETE BLOCKING HAS REND 1500psi. THRUST BLOCK DETAILS POUR CONCRETE AGAINST CONCRETE SHALL NOT UNDISTURBED EARTH EXTEND BEYOND JOINTS TRENCH r - j WIDTH X m P - T y T T , L_rA-r -1 INNER I i.a ct OtlT�ER POUR CONCRETE O� t� AGAINST UNDISTURBED EARTH SEClION,VX PLANy11I w HORIZONTAL THRUST BLOCK SCHEDULE BEND SIZE A cost B tot! C lou E-` cop G 11t VOLUME tc..! 90' 6.8- 5.0 1.511.5 0.9 2.7 0.4 WITHIN OPTIMUM TO -4X. WET OF OPTIMUM 10.12'6.52.5'1.5 (OPTION NO, t IN W4-02) 1.2 4.0 1.0 45' 6-8- 2.,0-'2.0 1,5 0.9 1.5 0.2 1012" °3.5 2.5 L5 1.2 2,2 0.5 22 , °6,8" 1.5 1.5 1.5 0.4 0.8 0.1 10.1212 2.5 L5 I,2 Lt 0.3 (125, 6.8" 10,12 t.O 1.5 LS L5 t.5 1,5 0.9 0.4 L2 0.6 0.t 0.1 APPROVED SERVICE SADOLI FOR DUCTILE AND PVC. OR TAPPED TEE -WATER STRUCTURAL BACKFILL AREA INCLUDES 121PE ALL PAVED AREAS (SIDEWALKS, STREETS, ALLEYS, DRIVEWAYS -AND PARKING AREAS) AND SHALL EXTEND 5'SEYOND THE CURB LINE, STRUCTURAL r Lav: CLI. BACKFILL SHALL BE CEMENT STABILIZED (OPTION NO.2 IR W4-03) OR EXCAVATED SOiL COMPACTED TO 98X. MAXIMUM" DRY DENSITY AS PER AS7M 0698 T WITHIN OPTIMUM TO -4X. WET OF OPTIMUM (OPTION NO, t IN W4-02) PIPE ADJUSTABLE TOP RUNNERS 70 MAINTAIN 1" MAX CLI. JOINT 4' MIL RP STOP I- 1" TYPE K COPPER TNS -1/2" TYPE K COPPER LIN1 E (SEE NOTE 1) NEW WATER SERVICE (SH01R7'AND LONG SIDE) NEAREST BE JOINT (TYP• EA. END) Ql. X141 CARRIER PIPE -� PAVEMENT AREAS 1 -PC. PULL -ON WATE TIGHT NEOPRENE END SEALS/ STN. STTL. CLAMI B/C "PSr -SOEW. ALK NOTE, CASING SPACERS 4 -RUNNER MIL (THRU 24'DIA CASING} OR 6-RuNtlER MIM. (24"-42- DIA. CASING) STAINLESS STL. TYPE304; 8" WIDE BAND W/ POLYMER RUNNERS: CENTERED OR NON -CENTERED; CLEAR BELL. RESTRAINED FROM FLOTATION: STRUCTURAL BACKFILL AREA OORR '*CASCA E** ssle- am q- IyFP 4 -- CASING BRASS CURB STOP WITH PLUG (REF) O [! 1 ETNA A o_ BLE SERVICE w. 2' MIN. -3' MAX. .L VALVE - PAD �2'MIN. H PLUG FOR DOUBLE SER" t 1 AI" TYPE "K" COPPER TUBING (2 FOR DOUBLE SERVICE) 1-V ((FO(2) X r' BRASS WYE R DOUBLE SERV:) E SERVICE) OUBLE SERVICE) 1-1/2" CUT-OFF BEFORE WYE I 2' CASiNG DETAILTYPICAL HORIZONTAL� THRUST BLOCK ,2 - �'L 2 t)0 _ 1V 2-0,L W2-03 NOTE:._: r NOTE. I. FOR MORE. INFORMATION ON WATER AND SEWER LINE CROSSING SEE CITY ATE VALVE I. FOR MORE INFORMATION ON WATER AND SEWER LIE CROSSING SEE CITY ATE VALVE. STANDARD SPECIFICATION FOR WATER AND SEWER LINE CONSTRUCTION W/VALVE BOX STANDARD SPECIFICATION FOR WATER AND SEWER LINE CONSTRUCTION W/VALVE BOX 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS, 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. 3. DRY BORING PREFERRED, WET BORING ALLOWED ONLY WHEN APPROVED BY 3. DRY BORING IS REQUIRED. THE GTY ENGINEER. 4. PIPE CROSSING A ROADWAY SHALL NE INSTALLED ABOVE THE MAIN IT TIgS IN70 4• PiPE CROSSING A ROADWAY SHALL BE INSTALLED ABOVE THE MAIN li TIES INTO WITH A BEND SUCH THAT THE CARRIER PPE CAN BE PULLED ABOVE THE PARALLEL WITH A BEND -SUCH THAT THE CARRIER PPE CAN 8E PULLED ABOVE TFIE PARALLEL TEE OR TAPPING MAIN. MAIN. ��vv�� g, gg T� EREOtIREQ�VE ENCASEMENT SlE VOER ik�VA�LVE 1 2'-0- WIN. ENCASEMENT 2'-0" MIN. As (x�REo- OPEN CUT SHOULDER NARES OPEN CUT WATER LIE LIMIT IT " WATER LINE LIMIT 5'-0" WIDTH Of PAVEMENT WIDTH OF PAVEMENT 5-0 1 MIN. GATE VALVE 3'-O" MIH.. SIDEWALK . MAY GATE VALVE 3'-0." BELOW DITCH FLOW LINE. "r OBER BORED AS ORECTEO BY STEEL CASING THE ENGINEER AS REQUIRED GABBER PIPE STEEL CASING CARRIER PPE TYPICAL _URBAN CITY STREET CROSSING,—— _ TYPICAL RURAL STREET CROSSING �7 1 Y oo `' 4-01 ® SELECT MATERIAL MATERIAL A E AI. EXC VAT FROM QM T IT HE 0 CH,tWHHICH IS FREE OF ROCKS, LUMPS, CLODS, OR DEBRIS LARGER THAN TWO t2) ORIGINAL GROUND OR NOTES - ORIGINAL GROUND INCHES IN THE LARGEST DIMENSION), COMPACTED r0 A BOTTOM OF SUB -GRADE PLACE METAL DETECTOR i, FOR BEDDING AND TR£NCH9VG WITtHN ALL PAVED I�NEFAUTURE STREET PLACE METAL DETECTOR MINIMUM OF 90% OF MAXIMUM DENSITY AS DETERMINED BY IN FUTURE STREET AREA TAPE AT A MINIMUM OF 24" ASTM D698 ISTANDARD) AT A MOISTURE CONTENT WIT14N TAPE AT A MINIMUM OF 24" AREAS SEE DETAILS FOR OPEN CUT STREETS. OPTIMUM TO -4X OF OPTIMUM UNDER NON-STRUCTURAL ABOVE TOP OF PIPE ABOVE TOP OF PIPE 2. ALL BEDDING & INSTALLATION OF PVC PIPE SHALL AREAS tie...YARDS. PASTURES. EASEMENTS) AND TO A BE IN ACCORDANCE WITH ANSI/AWWA STANDARDS MINI" OF 98X. OF MAXIMUM DENSITY AS DETERMINED "" "" FOR PVC PPE. BY Atm PAVEMENT ARIAS. O SELECT MATERIAL q COMPACTION & INSTALLATION WITH OF DUCTILE IRON PIPE M 698 (STANDARD) AT A MOISTURE CONTENT WITHIN 3. ALL BEDD IN ACCORDANCE WITH AOUCTLE A ON PIPE OPTIMUM 70 •4X QPTgM(,ILI UNDER NEW STREET SHALL �- ®SELECT MATERIAL TION SHALL BE ATTAINED BY MECHANICAL 6"-12•• CEMENT STABILIZED SAND TAMPING, © (MANUALLY © GRANULAR MATERIA- 6"-12" 5. RELA7NE COMPACTION SHALL BE TESTED IN THE CONSOLIDATE MATERIAL SHALL BE BANK RUN RIVER SAND- WHICH. 6. FREE © (MANUALLY PRESENCE OF THE CITY ENGINEER. AT OPTIMUM OF DETRIMENTAL QUANTITIES OF CLAY. DES RLS, OR ORGANIC i, CONSOLIDATE 6. DUST SULTING FROM THE CONTRACTOR'S MOISTURE) MATERIAL AND WHICH. WHEN TESTED BY STANDARD AT OPTIMUM PERFORMANCE OF THE WORK. EITHER INSIDE OR 4" LABORATORY METHODS. MEET THE FOLLOWING REQUIREMENTS: MOISTURE) OUTS AiE THE RIGHT-OF-WAY. SHALL BE CONTROLLED MAXIMUM LIQUID LINT 45 4" BY THE CONTRACTOR. PIPE UNDISTURBED SOIL MAXIMUM PLASTICITY INDEX 15 � .7..ALL TRENCHES SHALL BE BACK FILLED AND TEMPORARY MAXIMUM PERCENT PASSING NO. SIEVE 35 PIPE IINDISTURBED SOIL -PAVING' OR PLATING .PLACED AT THE END OF EACH O.D. WORKING DAY, MINIMUM PERCENT PASSING 3/4" SIEVE 100 7f.. THE MATERIAL SHALL BE FREE FLOWING AND WHEN WET, SHALL S. SEE "OPEN CUT DETAILS" ST4-00. ST4.01 & ST4.02. fi" MIN./12" MAX. NOT ADHERE TO FORM A BALL WHEN PRESSED IN THE HANG. MIN./12" MAX. 9, EVERYI' 100 FEET PROVIDE A WATER STOP BLOCK COMPOSED OF CEMENT SAND OR NATIVE MATERIAL OYTIONNO. 1 © CEMENT STABILIZED SAND O1- IONNO 2 IBE( IE�IH, t 0 EMBEDMENT. ED DINGG SAND Ii THS AREA 6 FEET BEDDING AND TRENCH FOR DI PIPE & PVC PIPE WITHIN CITY OF BRYAN NON-STRUCTURAL OR NEW PAVED AREAS The Good Life, TexasS[vle.' W4-02 GENERAL NOTES: ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEQUATELY BLOCK SODDED OR 114YOROMULCHED 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 ENTREITIME THAT EARTH HAS BEEN BARED BY CONSTRUCTION AND ',SHALL STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR. ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RAIN. ESTABLISHMENT OF VEGETATION MAY BE A WARRANTY ITEM. DRAWN BY: C.L.M. DATE 01-01-09 SCALE: N T S APPROVED: W. P. K. FIGURE: SHEET 1 OF 1 r Lav: CLI. STEEL CASING AGER ADJUSTABLE TOP RUNNERS 70 MAINTAIN 1" MAX CLI. Mhx AMP- STEEL CASING NGLIE 8" WIDE BAND STAINLESS STEEL (TYPE 304) 4 NEOPRENE INSULATION SLEEVE AT ss° SETWEEN.PPE AND BAND w POLYMER RUDER (TYP) CASiNG DETAILTYPICAL HORIZONTAL� THRUST BLOCK ,2 - �'L 2 t)0 _ 1V 2-0,L W2-03 NOTE:._: r NOTE. I. FOR MORE. INFORMATION ON WATER AND SEWER LINE CROSSING SEE CITY ATE VALVE I. FOR MORE INFORMATION ON WATER AND SEWER LIE CROSSING SEE CITY ATE VALVE. STANDARD SPECIFICATION FOR WATER AND SEWER LINE CONSTRUCTION W/VALVE BOX STANDARD SPECIFICATION FOR WATER AND SEWER LINE CONSTRUCTION W/VALVE BOX 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS, 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. 3. DRY BORING PREFERRED, WET BORING ALLOWED ONLY WHEN APPROVED BY 3. DRY BORING IS REQUIRED. THE GTY ENGINEER. 4. PIPE CROSSING A ROADWAY SHALL NE INSTALLED ABOVE THE MAIN IT TIgS IN70 4• PiPE CROSSING A ROADWAY SHALL BE INSTALLED ABOVE THE MAIN li TIES INTO WITH A BEND SUCH THAT THE CARRIER PPE CAN BE PULLED ABOVE THE PARALLEL WITH A BEND -SUCH THAT THE CARRIER PPE CAN 8E PULLED ABOVE TFIE PARALLEL TEE OR TAPPING MAIN. MAIN. ��vv�� g, gg T� EREOtIREQ�VE ENCASEMENT SlE VOER ik�VA�LVE 1 2'-0- WIN. ENCASEMENT 2'-0" MIN. As (x�REo- OPEN CUT SHOULDER NARES OPEN CUT WATER LIE LIMIT IT " WATER LINE LIMIT 5'-0" WIDTH Of PAVEMENT WIDTH OF PAVEMENT 5-0 1 MIN. GATE VALVE 3'-O" MIH.. SIDEWALK . MAY GATE VALVE 3'-0." BELOW DITCH FLOW LINE. "r OBER BORED AS ORECTEO BY STEEL CASING THE ENGINEER AS REQUIRED GABBER PIPE STEEL CASING CARRIER PPE TYPICAL _URBAN CITY STREET CROSSING,—— _ TYPICAL RURAL STREET CROSSING �7 1 Y oo `' 4-01 ® SELECT MATERIAL MATERIAL A E AI. EXC VAT FROM QM T IT HE 0 CH,tWHHICH IS FREE OF ROCKS, LUMPS, CLODS, OR DEBRIS LARGER THAN TWO t2) ORIGINAL GROUND OR NOTES - ORIGINAL GROUND INCHES IN THE LARGEST DIMENSION), COMPACTED r0 A BOTTOM OF SUB -GRADE PLACE METAL DETECTOR i, FOR BEDDING AND TR£NCH9VG WITtHN ALL PAVED I�NEFAUTURE STREET PLACE METAL DETECTOR MINIMUM OF 90% OF MAXIMUM DENSITY AS DETERMINED BY IN FUTURE STREET AREA TAPE AT A MINIMUM OF 24" ASTM D698 ISTANDARD) AT A MOISTURE CONTENT WIT14N TAPE AT A MINIMUM OF 24" AREAS SEE DETAILS FOR OPEN CUT STREETS. OPTIMUM TO -4X OF OPTIMUM UNDER NON-STRUCTURAL ABOVE TOP OF PIPE ABOVE TOP OF PIPE 2. ALL BEDDING & INSTALLATION OF PVC PIPE SHALL AREAS tie...YARDS. PASTURES. EASEMENTS) AND TO A BE IN ACCORDANCE WITH ANSI/AWWA STANDARDS MINI" OF 98X. OF MAXIMUM DENSITY AS DETERMINED "" "" FOR PVC PPE. BY Atm PAVEMENT ARIAS. O SELECT MATERIAL q COMPACTION & INSTALLATION WITH OF DUCTILE IRON PIPE M 698 (STANDARD) AT A MOISTURE CONTENT WITHIN 3. ALL BEDD IN ACCORDANCE WITH AOUCTLE A ON PIPE OPTIMUM 70 •4X QPTgM(,ILI UNDER NEW STREET SHALL �- ®SELECT MATERIAL TION SHALL BE ATTAINED BY MECHANICAL 6"-12•• CEMENT STABILIZED SAND TAMPING, © (MANUALLY © GRANULAR MATERIA- 6"-12" 5. RELA7NE COMPACTION SHALL BE TESTED IN THE CONSOLIDATE MATERIAL SHALL BE BANK RUN RIVER SAND- WHICH. 6. FREE © (MANUALLY PRESENCE OF THE CITY ENGINEER. AT OPTIMUM OF DETRIMENTAL QUANTITIES OF CLAY. DES RLS, OR ORGANIC i, CONSOLIDATE 6. DUST SULTING FROM THE CONTRACTOR'S MOISTURE) MATERIAL AND WHICH. WHEN TESTED BY STANDARD AT OPTIMUM PERFORMANCE OF THE WORK. EITHER INSIDE OR 4" LABORATORY METHODS. MEET THE FOLLOWING REQUIREMENTS: MOISTURE) OUTS AiE THE RIGHT-OF-WAY. SHALL BE CONTROLLED MAXIMUM LIQUID LINT 45 4" BY THE CONTRACTOR. PIPE UNDISTURBED SOIL MAXIMUM PLASTICITY INDEX 15 � .7..ALL TRENCHES SHALL BE BACK FILLED AND TEMPORARY MAXIMUM PERCENT PASSING NO. SIEVE 35 PIPE IINDISTURBED SOIL -PAVING' OR PLATING .PLACED AT THE END OF EACH O.D. WORKING DAY, MINIMUM PERCENT PASSING 3/4" SIEVE 100 7f.. THE MATERIAL SHALL BE FREE FLOWING AND WHEN WET, SHALL S. SEE "OPEN CUT DETAILS" ST4-00. ST4.01 & ST4.02. fi" MIN./12" MAX. NOT ADHERE TO FORM A BALL WHEN PRESSED IN THE HANG. MIN./12" MAX. 9, EVERYI' 100 FEET PROVIDE A WATER STOP BLOCK COMPOSED OF CEMENT SAND OR NATIVE MATERIAL OYTIONNO. 1 © CEMENT STABILIZED SAND O1- IONNO 2 IBE( IE�IH, t 0 EMBEDMENT. ED DINGG SAND Ii THS AREA 6 FEET BEDDING AND TRENCH FOR DI PIPE & PVC PIPE WITHIN CITY OF BRYAN NON-STRUCTURAL OR NEW PAVED AREAS The Good Life, TexasS[vle.' W4-02 GENERAL NOTES: ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEQUATELY BLOCK SODDED OR 114YOROMULCHED 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 ENTREITIME THAT EARTH HAS BEEN BARED BY CONSTRUCTION AND ',SHALL STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR. ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RAIN. ESTABLISHMENT OF VEGETATION MAY BE A WARRANTY ITEM. DRAWN BY: C.L.M. DATE 01-01-09 SCALE: N T S APPROVED: W. P. K. FIGURE: SHEET 1 OF 1 NOTE: NOTE'6: wrn n.. rte.• rnnwnenr nr.n., er rn., nwe:. MAryrIVI.0 OA.IC JrV11.L OC r'LM.GV V1�. rsi." JVVVnI'1I/G. ADDITION OF CEMENT STABILIZED SAND OR GRAVEL i. A PARA. Or 4 AI'A7 A MME. Or !: IrfmVAl RIryV.7 Y. MI'II1WNLG LVVn. MSI .'II\Y rrVMrny. W.• W I OCATION ON REOINREMENT SHALL BE USED AT EACH MANHOLE N NEW COHIPACTI MANHOLE DIA.MAIN SIZE SEE CITY STANDARD SPECIFICATION FOR WATER AND SEWER LINE CONSTRUCTION. 4 FT (Imn. MAY BE REQUIRED TO STABILIZE FOUNDATION. OR EXISTING RIGHT-OF-WAY. PAVEMENT - - - - - 98 Y. STANDARD PROCTOR -ASTM 0 698 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHIaCAL SPECIFICATIONS. 5 FT 118in. <30g+.. NOTES: 2. USE AOEKA SEALANT OR APPROVED EQUAL - LANDSCAPE AREA --- g0 Z STANDAMRD PROCTOR - ASTM D 698 2' 6 FT >36in. 4- PVC- EXTENSION BETWEEN RING/COVER, ADJUSTMENT RINGS e►eI PUIIAK .'V ne PACMEl irnex CCI-TiFiM NEAREST BELL M. WEA" •••• `•"'m"" 5. NO RINGS ARE REQUIRED OUTSIDE OF 3. MANHOLE BASE THICKNESS AND FOUNDATION STREET RIGHT-OF-WAY AS FOLLOWS: 6. IN FLOOOPLANS OR AREAS OF CONCENTRATED MANHOLE DEPTH (FT.) BASE THICKNESS FLOW, THE CONE SHALL EXTEND iFOOT ABOVE SEE NOTE 7. THE BASE FLOOD ELEVATION OR A BOLT DOWN 0 - t2 - - - - - - - - - - - 8" WATER -TIGHT RING AND COVER SHALL BE USED, 12 AND OVER - - - - - - - - - 12" VENTED WHERE REQUIRED. 7. WARNING SIGN ONLY TO BE PLACED WHERE�- SEWER CROSSES OPEN FIELDS. SEWER SIGN MANHOLE SIGN (SEE OETAIL S3-0511 ( I STD. DUCTILE IRON MANHOLE COVER- L; 3' MIN - AND -AND FRAM (30" OtA.OPENING) OR EQUAL 12... MAX. }I(�I 12" SECTION -A - SEE NOTE t SEE NOTE I. 2'-6" PRECAST RENFORCED2'-6" CLASS "A" CONC. CONIC. MANHOLE SECT. ' VARIES 3000 PSI N 28 DAYS ASTM OES. C-478 i WGREEN,HEAVY DUTY, VARIES (SEE TABLE) - BACK FILL AROUND MH SHALL WING CHANNEL POST STANDARD CLEANOUT i VARIES VARIES BE AS PER NOTE 4. 5.. STANDARD CROSS PLUG 9.. " MEN. S" MIN (SEE TABLE) RUBMINi BER-GMORASKET SEALANTS 24•' MN. 24" MIN. INSIDE AT ALL JOINTS vAltKs CEMENT STABILIZED 4- SAND AS SHOWN. 9 -'-INVERT TO 24". 24 DIAMETER AND LARGER IPE PLUG Ay 6" MW. STANDARD CROSS 3" �2'-0" SHALL -BE FULL DEPTH INVERTS. vAREs �3 / -0 \• j OASE A v'� ``' A WATERSTOP-PIPECONX :. MANNNOLE ADAPTER SEAL. •4 BARS, 8" O_C_E.W. �a BARS NNi Q 901 AND 90° SEND ' `` 90° BEND OR APPROVED EQUAL.WATERSTOP-PiPECONX TiED TO WALL AND BASE. WILL R (2 RE0.0) NDTE:GREATER THAN MANHOLE ADAPTER SEAL, 6" MAI• WILL REQUIRE 2 MATS OFF OR APPROVED EQUAL. •4 BARS, 8" O.C.E.W. T SEE BASE :: --t • REINFORCING STEEL IN THE (p (Q'p} NOTE:OEPTHS GREATER THAN 12' NOTE FOUNDATIO /�� ����/,�� •/ ,•� BASE_ �NGEL7 REINFORCING STEEL IN THE BASE. wAT€RSTQP-PIPECONX CAST INPLACE MANHOLE •4 BARS. B" O.C.E.W. •- DEPTH$ MANHOLE ADAPTER SEAL, PRE -CAST AI4NHOLF. GREATER THAN 12 FEET WILL REQUIRE OR APPROVED EQUAL. 2 MATS OF REWORCING STEEL IN THE (2 RECM) BASE STANDARD DROP MANHOLE STANDARD MANHOLE NOTE: CAP CLEAN-OUT AT BLIND FLANGE ON RESTRAINED JOINT FOR FORCE MANS. FS -1-02 PVC CROSS NOTES: C PLUG WITH HALF MOON i. i" DIA.."STARTER" HOLES SHALL 13E DRILLED THROUGH WALL OF CAST. -IN-PLACE MH PIPE 0.0:. REMOVE INVERT AS REQlAREO EXISTING MANHOLE. SPACED 3" APART CENTER TO CENTER.. CUT OUT OF. IT - TO Ftg;Ilt 4" AFTER "STARTER" HOLES HAVE BEEN INSTALLED AND APPROVED SEE DETAIL ISTD) FOR AND NEW INVERT FOR NEW DAM HALF TIME PDE DIA. BY A CITY INSPECTOR, THE CONTRACTOR SHALL BEGIN REMOVING CONSTRUCTION OF MH PERIPHERAL LIE. NEW INVERT SHALL "STARTER' THE CONCRETE INSIDE THE PERIPHERAL "STARTER" HOLES. HOLES HAVE SMOOTH TRANSITION AN )SEE .NOTE I.) INTO EXITING INVERT. REWORK CONCRETE SHALL BE REMOVED WITH PNEUMATIC HD TOOLS. GROUT POC PIPE ONE SIZE EXISTINGINVERT AS REQUIRED. 2• THE NUMBER OF REBAR DOWELS SHALL VARY WITH SIZE OF SMALLER THAN OPENING. REBAR SHALL NOT BE SPACED MORE THAN 12" CC. PIPE INLET 3. WATERSTOP SHALL BE INSTALLED IN STRICT ACCORDANCE WITH 1-3/4" STAINLESS CREATION DETAIL NG t- HIRINK MANUFACTURERS REQUIREMENTS. SEE PROFat Pf/E STEEL BANDS°s>4E TYE AIM FL& tTYP) A 4. CONCRETE SHALL BE 3.000 P.S:I, 5/8- STAINLESS STEEL 45° ELBOW CONCRETE r-0' PLASTICADHESIVEPREFORMED a : ---6R BOL W1.EXPANSION (TURN WIFLOW BLOCK ANCHORS & GROUT 1N PLACERT-0 3 RESAAR (14" LONG) EQUAL. ORE3.)APPROVED V (TYP) EMBEDDED AND EQUAL. )SEE NOTE 3.) 2„ R. NQNOUSHRNK EPDXYED INTO MAN HOLE(TYP.) GRR T WALL 3". (SEE NOTE 2.) WATERSTOP - PIPECONX NEW INVERT TER SET. ELEVATION. EOUA. TO 1" PIP 0 SEAL OOR DROVED PIN 0. Eg �pp E TOP OF LARGEST PIPE N MH A NvFLf ELE IIfIE B•1 PLUS 18" EQUAL. (2 REVD) PLUS ►.0 : -t. t CONNECTION DETAIL SECTION VIEW WATERSDAPTER SEAL. MANHOLE ADAPTER SEAL, CHANNEL FORMED N CONC.BILSE B MANHOLE CONNECTION DETAIL B.l OR APPROVED LUQ INSIDE DROP MANHOLE STANDARD MANHOLE TIE-IN CONNECTION DETAIL SECTION VIEW 51-01 51-03 STD. PVC COUPLING ASTM D3D34 SDR26 PIPE (SEWER WYE AND i/8' BEND) W/GASKETS Q1.OZ MIN. SEWER LINE 3'-0- MIN. SIDEWALK MAY BE (PIPE 1S NOT TO BE PLACED OPEN CUT OR BoREO HORIZONTALLY) AS DIRECTED BY THE ENGINEER PRUI+II.F, ASEREOCUIRREEQ CARRIER PIPE SEWER SERVICE LINE CROSSING "OTE: SSI t`O t: FOR MORE INFORMATION ON WATER AND SEWER LIVE CROSSING f.q Crede FL 0 CE SEWER LINE W/ CASING TYPICAL CONCRETE CAPPING DETAIL I&, - SEE CITY STANDARD SPECIFICATION FOR WATER AND SEWER LINE CONSTRUCTION. 12 26" 14 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHIaCAL SPECIFICATIONS. 16 NOTES: 3. DRY BORING PREFERRED. WET BORING ALLOWED ONLY WHEN 2' NOTE: 4- PVC- EXTENSION NEAREST BELL M. WEA" TYP AX A " TYP 6'8'' TYP I, WHERE DOUBLE WYE SERVICE ELEVATION 1S LESS THAN 2'-7' BELOW PROPOSED BACK OF CURB, W/PVC CAP'.TONT )SEE NOTE 3) t0"ENAMEL -MAX )TYP. �MAx q ta VERTICAL STEEL AS PER TABLE MN. SLAB ELEV. MUST BE SET TO ALLOW SANITARY SEWER SERVICE. UNDERGROUND SEWER 2.0' >• EA. ENO) MACHINE BORING 2. MARK EACH SERVICE END WITH METAL -T- POST PANTED GREEN. PVC WYE WITH (TUNNELING) BEFORE EXCAVATING 3.ALL SERVICE CONNECTIONS WITHIN THE R•0•W SHALL BE ASTM D3034 SOR26 WITH GASKETS. PVC CAP N POUR CONC. AGAINST YELLOW YELLOW LOCATIONS AS SHOWN ON PLANS. 4. ALL SERVICE CONNECTIONS & EXTENSIONS ARE TO BE INSTALLED WITH THE MAIN UNE CONSTRUCTION. (SEE NOTE 3) M a: OU FURNISH SAME NUMBER OF PIER FOR AERIAL SEWER 5. A CLEAN OUT IS REQUIRED AND WILL BE INSTALLED BY THE PLUMBER AT THE ROW FOR EACH SERVICE. o -+ REPLACEMENT SiGNS AS FOR EACH 6. LOT CMRS SHALL BE MARKED WITH A LATH UNDER THE SUPERVISION OF A RPLS UPON COMPLETION OF MANHO E STALLED- COMITTING MANHOLE MANHSIGNOLE INUMBER J 8- T r MILgR. CONSTRUCTION, 7" N0. STEEL CASIIG Na GABBER PIPE CASING SPAC€R -- , �0- i -PC. PULL -ON WATER DITCH FLOW LINE. WHITE D BASIC SIGN HAS BEEN TIGHT NEOPRENE END BACKGROUND. ADJUSTABLE TOP RUNNERS SEAL. W/ STN. STL. 70 MANTAN t" MAX CLR. NOTE= STEEL CASING -/CARRIER PLA1V CLAMPS "APs" OR � SEE CITY STANDARD SPECIFICATION FOR WATER AND SEWER WARNING AND 2. SEWER LiNE CONSTRUCTION. STEEL CASING SHALL BE AS SPECIFIED N THE TECHNICAL SPECIFICATIONS. MAx CONIC. CURB GUTTER4-RU. )TYPICAL) SEE; NOTE 5 NOTE:BAND SPACERS CLAMP STEEL CASING 53-05 �; (THRU -4' D)A AT SPRNGLNE 8'• WIDE BAWD STAINLESS SIDEWALK SIDEWALK CASING) OR 6 -RUNNER MIA. STEEL (TYPE 304) p (24"-42- WA CASING) STAINLESS PROVIDE 4 t \ Cr STL. TYPE304: 8- WbE BAND RUNMRS NEOPRENE INSULATION SLEEVE IV! tt ! ! ti //: Wl POLYMER RUNNERS;CENTEREO 'T 45" BETWEEN PIPE AND BAND 3.5! MAX. N I OR NON-CENTERED;CLEAR -BELL. BOTTOMmill (SEE NOTE t.)R AX. O AS DESIGNED 3.5'MAX. O RESTRAINED FROM FLOTATION: POLYMER RUNNER tTYP) INSULATED; "APS. INC.. MOD SSD" WATER LINE )SEE 1.) OR "CASCADE" CASING DETAIL (MIN: 4`BURY) 9 n 53-01 N PVC (SEE NOTE 3) 3 to 2- 2'-0" MN. MACHINE BORING 2'-0" MN. 2:o' DESIRABLE ITUNNVELING) PVC O OPEN CUT (SEE.NOTE 3) 2.0 LIMITPEN ~- WIDTH OF PAVEMENT ST0.45°PVC SEND -� TEE. WYE SERVICE FITTING STD. PVC COUPLING ASTM D3D34 SDR26 PIPE (SEWER WYE AND i/8' BEND) W/GASKETS Q1.OZ MIN. SEWER LINE 3'-0- MIN. SIDEWALK MAY BE (PIPE 1S NOT TO BE PLACED OPEN CUT OR BoREO HORIZONTALLY) AS DIRECTED BY THE ENGINEER PRUI+II.F, ASEREOCUIRREEQ CARRIER PIPE SEWER SERVICE LINE CROSSING "OTE: SSI t`O t: FOR MORE INFORMATION ON WATER AND SEWER LIVE CROSSING f.q Crede FL 0 CE SEWER LINE W/ CASING TYPICAL CONCRETE CAPPING DETAIL NOTE 4 V EX ENSION GENERAL NO ITS: (SEE NOTE 3) METER BOX OR STANDARD t. WHERE DOUBLE WYE SERVDE 2'0' �. CLEAN-OUT BOOT ALL AREAS WHERE EXISTING VEGETATiQN AND CRASS COVER HAVE BEEN BARED ELEVATION IS LESS THAN 2'-7" PVC WYE WITH AND CONSTRUCTION ION GROWTH 1S EST ELY BLOCK SODDED OR HYDROMULCHEO SLOW PROPOSED BACK. OF PVC CAP ABLIMHEO. IN DEVELOPED AREAS WHERE Y CONSTRUCTION SHALL BE A CURS MN. SLAB. ELEV. MUST (SEE NOTE 3) SET TO ALLOW SANITARY 1 �' GRASS IS PRESENT, BLOCK SOD WILL BE REQUIRED. BARED AREAS SHALL BE SEWER SERVICE. o 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 I/+ METAL "T" POST PANTED GREEN. ENTIRE TIME THAT EARTH HAS BEEN BARED BY CONSTRUCTION AND SHALL z 3. ALL MATERIAL SHALL ASTM g to STAY IN PLACE UNTIL ACCEPT�LE VEGETATIVE GROWTH IS ESTABLISHED O 03034 SDR26 W/ GASKETS AFTER CONSTRUCTION IS COMPLETE AND TION REMOVED BY CONTRACTOR, cn 'v � 4. A CLEAN OUT IS REQUIRED- 6" CLEAN OUT STACK ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER w AND WILL BE INSTALLED BY DIP OR PVC EVERY- RAIN: THE PLUMBER AT THE ROW FOR EARTH, SEE BEDDING FOR EACH SERVICE. SEE NOTE 4 AND TRENCH DETAIL ESTABLISHMENT OF VEGETATION MAY i A WARRANTY ITEM. - PL41v STRUCTURAL BACKFILL AREA INCLUDES �c ALL PAVED AREAS (SDEWAV.M STREETS. ALLEYS, ORIVEWAYS.A ND PARKING AREAS) AND SHALL R -O -W OR EDGE 0f EASEMENT �� 2- CUSHION REOUItED EXTEND 5' BEYONO THE CURB LINE. STRUCTURAL FOR ROCK,CONCRETE LEARNT STABILIZED BACKFH.L SHALL BE CEMENT STABILIZED (OPTION SAND AS SHOWN. WITE•riN DP.TtMUM �0 E4YAWEi OF _OPTIMUM D SOIL TED @/C 1 i � 5' VARIES NOT LESS THAN 3'• TO 98x MAXIMUM CRY DENSITY AS PER ,ASTM 0698 MAX. (OPTION NO.1 N 52-02>'Y' )SEE NOTE 1.) PAVEMENT AREAS PVC (SEE NOTE 3) do i� NMN. iZ SLOPE) STO.45• MND STACK 45°BEND I ( BIC VARIES IN HEIGHT f 2.o STANDARD CLEAN 5' ' 1 • SI]EWALtC STD' 45• BENa OUT FOR MAIN LINE SEE NOTE 4 STRUCTURAL ACKFILL AREA C� 9 TEE WYE SERVICE S2-01 52-03 FITTING tSEWER " WYE AND i/Ir SEND) DEEP G'ONNECTIONPROl+.MILE; O SELECT NATIVE MATERIAL. ORIGINAL GROUND IN MATERIAL EXCAVATED FROM THE OITCH,(WHICH IS FREE OFFUTURE STREET AREA ROCKS, LUMPS, CLODS, OR DEBRIS LARGER THAN TWO (2) INCHES N THE LARGEST DIMENSION), COMPACTED TO A MINIMUM OF 9OZ 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 •4Z OF OPTIMUM UNDER NON-STRUCTURAL ® SELECT MATERIAL AREAS (ie...YARDS. PASTURES. EASEMENTS) AND TO A 12" MN_ © ANT STABILIZED -MINIMUM OF .98Z OF -MAXIMUM -DENSITY .AS .DETERMINED12" MN VARIES B©.(MANUALLY M Y ASTM 0698 (STANDARD) AT A MOISTURE CONTENT WITHIN Gi,' CONSOLIDATE /, (MUAI LY ��-�ii coon OPTIMUM TO •4Z OF OPTIMUM UNDER NEW STREET AND AT OPTIMUM fj ®ONSOLIDATE rrr� rrr rfnvrr �rir� rrnvri��rrr�� rw PAVEMENT AREAS. MOISTURE) i AT OPTIMUM PPE EBELL 6" BELOW MOISTURE) 3.5' MAX. GRANULAR MATERIAL 0I.0. PIPE BELL (SEE NOTE LY MATERIAL SHALL BE BANK RUN RIVER SAND WHICH IS FREE � UNDISTURBED SOH. O.D. Of DETRIMENTAL QUANTITIES OF CLAY, DEBRIS, OR ORGANIC 0. _j UNDISTURBED SOH. PVC (SEE NOTE 31 MATERIAL AND WHICH. WHEN TESTED BY STANDARD �0.. PIPE (MN. t% SLOPE) LABORATORY METHODS. )MEET THE FOLLOWING REQUIEMENTS: �L.6" MN-tt2" MAX. PLACE METAL DETECTOR�0.0 MAXIMUM LIQUID LIMIT 45 TAPE AT A MINIMUM Of 24- 6" MIN./12" MAX. MAXIMUM PLASTICITY INDEX 15 ABOVE TOP OF PIPE MAXIMUM PERCENT PASSING NO. 200 SIEVE 35 2.0 THE MATERIAL SSHALL PASSINGIMUM PERCENT EE FLOWING AND WHEN WET, SHALL OMOArN0. 1 OPT ArAT0 2 _ NOT ADHERE TO FORM A BALL WHEN PRESSED -IN THE BAND. TEE -WYE SERVICE SEE NOTE 4 EtiTdVG )SEWER iEE) Q CEMENT STABILIZED SAND STIADARD COATATCTIONPRO11LE NOES: 1. FOR BEDDING AND TRENCHUIG WITHOV ALL PAVED AREAS. SEE DETAILS QD �+L FOR OPEN CUT STREETS SANITARY SEWER 2. FOR BEDDING PIPE. INSTALLATION- OF PVC PIKE MALL BE N ACCORDANCE TO ANSItAWWA STANDARDS 3. ALL BEDDING & INSTALLATION OF DUCTILE IRON PIPE SHAL I BE IN ACCORDANCE TO ANSIIAWWA 0150021.50. BEDDING AND TACH SERVICE CONNECTION S.ALLL TRENCHES SHALL BE�BACK FILLED AND TEMPORARY VIVG OR PLANKING PLACED AT THE END OF - FOR DI PIPE &PVL PIPE EACH WORKING DAY. 6. SEE "OPEN CUT DETAILS" ST4.00.Si4-011,& ST4-02. Q 5270 52-02Q � w r E25mm] DIA NOTES: 4" IA tmm TT 3-V D " [5 ] LETTERING 2 HANDLING G HOLE .E845rrem] I- EACH PIER SHALL BE COMPLETED IN A SINGLE CONTINUOUS POUR. LETTERING STYLE. 1" [25rT+m] Out � J 2. CHAMFER EDGES 3t4', BOOKMAN OLD STYLE LING HOLE 2" [51mml LETTE G - LETTERING STYLE: 1-,9/,16- 3. - /16-3. CONTRACTOR SHALL CONSTRUCT CONCRETE PIER TO A MINIMUM T ' G F T BOOKMAN OLD STYE 1/4" E6mmT ] DIA 40mm] -i DEPTH QF 6'OR TO A DEPTH WHERE A GOOD BEARING SOIL IS $ 2} PICKS Q o � (2) PICKBAARS� NEOPRENNE GASKE4-112" ENCOUNTERED. 7/1 7.•- �1 4. ALL SHAFTS SHALL BE BORED VERTICALLY PLUMB' WITHIN 2"- 2,. [ii/rnn I%.Ar, _d 2" TOLERANCE. ® [S1MMI [SIMM? 2. I i6' �33 15!16 DIA-• �G3rtu�il] 19 .:;.: 5. ALL INFORMATION SHOWN IS CITY MINIMUM. ALL PIERS SHALL 8E E6 ] DESIGNED 'BY A PROFESSIONAL ENGINEER. CITY CF BRYA p 62mm7 4E103jF 5mm A 1WAAIE SECTIOA' 2" [51mm1 LETTERING #4 13ARI HOOPS.r LETTERING STYLE:- PIAl't' VIET' 2" [SUnm] LETTERING v ° 12" O.C. BOOKMAN OCD STYLE LETTERING BOOKMAN OLDYLESTYLE MACHINED SURFACE AS D G �lc SHOWN ]ON 8�O 113 rr7 tb]3" CLEARANCE 038 m] 6PE 0.0.+18" E2/ IVtmn] W'fir PIPE O.D. 7/8" + r r , V-43247!8"' E22mm] T I I I A E73 rml R t-314mm" r DIA X 4- LG SECTIOA, A A �i [R44] H.R.S. ROD U u COVER SEGTIO�l PIC"AR DEVIL B077 -o vl VIEW STANDARDROLE ES PIER VERTICAL STEEL DIAMETER #5 BARS I&, - SEE CITY STANDARD SPECIFICATION FOR WATER AND SEWER LINE CONSTRUCTION. 12 26" 14 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHIaCAL SPECIFICATIONS. 16 NOTES: 3. DRY BORING PREFERRED. WET BORING ALLOWED ONLY WHEN DUCTILE IRON PIPE APPROVED BY THE CITY ENGINEER. ,.FURNISH AS SHOWN ON PLANS AND/OR AT EACH MANHOLE WHERE TYPICAL URBAN CITY BLACK TEXT -\ W AR N i N G SEWER UNE. CROSSES OPEN FIELDS 2 FROM 20 GA. S EE TBAKED ON STREET CROSSING S3-02 t0"ENAMEL FiNISH. FURNISH ONE q ta VERTICAL STEEL AS PER TABLE UNDERGROUND SEWER ONESIGN AND ONE POST W o #4 BAR "OOPS. 12" O.C. MACHINE BORING CONTACT THE CITY FOR EACH MANHOLE INSTALLED (TUNNELING) BEFORE EXCAVATING ACROSS OPEN FELD AND AT OTHER N POUR CONC. AGAINST YELLOW YELLOW LOCATIONS AS SHOWN ON PLANS. SHOULDER SHOULDER OU FURNISH SAME NUMBER OF PIER FOR AERIAL SEWER VARIES VARIES t4 REPLACEMENT SiGNS AS FOR EACH MANHO E STALLED- COMITTING MANHOLE MANHSIGNOLE INUMBER 5•-0" WIDTH OF PAVEMENT 5'•0" 7" N0. )NOT A SEPARATE PAY ITEM) (� E (V 2" BLACK PRESSURE SENSITIVE NUMBERS -- , �0- TO BE ADDED AFTER DITCH FLOW LINE. WHITE D BASIC SIGN HAS BEEN BACKGROUND. PANTED. PIPE NOTE= STEEL CASING -/CARRIER 1. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING SEE CITY STANDARD SPECIFICATION FOR WATER AND SEWER WARNING AND 2. SEWER LiNE CONSTRUCTION. STEEL CASING SHALL BE AS SPECIFIED N THE TECHNICAL SPECIFICATIONS. 3. DRY BORING IS REQUIRED. MANHOLE IDENTIFICATION SIGN TYPICAL RURAL STREET CROSSING 53-03 53-05 NOTE 4 V EX ENSION GENERAL NO ITS: (SEE NOTE 3) METER BOX OR STANDARD t. WHERE DOUBLE WYE SERVDE 2'0' �. CLEAN-OUT BOOT ALL AREAS WHERE EXISTING VEGETATiQN AND CRASS COVER HAVE BEEN BARED ELEVATION IS LESS THAN 2'-7" PVC WYE WITH AND CONSTRUCTION ION GROWTH 1S EST ELY BLOCK SODDED OR HYDROMULCHEO SLOW PROPOSED BACK. OF PVC CAP ABLIMHEO. IN DEVELOPED AREAS WHERE Y CONSTRUCTION SHALL BE A CURS MN. SLAB. ELEV. MUST (SEE NOTE 3) SET TO ALLOW SANITARY 1 �' GRASS IS PRESENT, BLOCK SOD WILL BE REQUIRED. BARED AREAS SHALL BE SEWER SERVICE. o 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 I/+ METAL "T" POST PANTED GREEN. ENTIRE TIME THAT EARTH HAS BEEN BARED BY CONSTRUCTION AND SHALL z 3. ALL MATERIAL SHALL ASTM g to STAY IN PLACE UNTIL ACCEPT�LE VEGETATIVE GROWTH IS ESTABLISHED O 03034 SDR26 W/ GASKETS AFTER CONSTRUCTION IS COMPLETE AND TION REMOVED BY CONTRACTOR, cn 'v � 4. A CLEAN OUT IS REQUIRED- 6" CLEAN OUT STACK ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER w AND WILL BE INSTALLED BY DIP OR PVC EVERY- RAIN: THE PLUMBER AT THE ROW FOR EARTH, SEE BEDDING FOR EACH SERVICE. SEE NOTE 4 AND TRENCH DETAIL ESTABLISHMENT OF VEGETATION MAY i A WARRANTY ITEM. - PL41v STRUCTURAL BACKFILL AREA INCLUDES �c ALL PAVED AREAS (SDEWAV.M STREETS. ALLEYS, ORIVEWAYS.A ND PARKING AREAS) AND SHALL R -O -W OR EDGE 0f EASEMENT �� 2- CUSHION REOUItED EXTEND 5' BEYONO THE CURB LINE. STRUCTURAL FOR ROCK,CONCRETE LEARNT STABILIZED BACKFH.L SHALL BE CEMENT STABILIZED (OPTION SAND AS SHOWN. WITE•riN DP.TtMUM �0 E4YAWEi OF _OPTIMUM D SOIL TED @/C 1 i � 5' VARIES NOT LESS THAN 3'• TO 98x MAXIMUM CRY DENSITY AS PER ,ASTM 0698 MAX. (OPTION NO.1 N 52-02>'Y' )SEE NOTE 1.) PAVEMENT AREAS PVC (SEE NOTE 3) do i� NMN. iZ SLOPE) STO.45• MND STACK 45°BEND I ( BIC VARIES IN HEIGHT f 2.o STANDARD CLEAN 5' ' 1 • SI]EWALtC STD' 45• BENa OUT FOR MAIN LINE SEE NOTE 4 STRUCTURAL ACKFILL AREA C� 9 TEE WYE SERVICE S2-01 52-03 FITTING tSEWER " WYE AND i/Ir SEND) DEEP G'ONNECTIONPROl+.MILE; O SELECT NATIVE MATERIAL. ORIGINAL GROUND IN MATERIAL EXCAVATED FROM THE OITCH,(WHICH IS FREE OFFUTURE STREET AREA ROCKS, LUMPS, CLODS, OR DEBRIS LARGER THAN TWO (2) INCHES N THE LARGEST DIMENSION), COMPACTED TO A MINIMUM OF 9OZ 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 •4Z OF OPTIMUM UNDER NON-STRUCTURAL ® SELECT MATERIAL AREAS (ie...YARDS. PASTURES. EASEMENTS) AND TO A 12" MN_ © ANT STABILIZED -MINIMUM OF .98Z OF -MAXIMUM -DENSITY .AS .DETERMINED12" MN VARIES B©.(MANUALLY M Y ASTM 0698 (STANDARD) AT A MOISTURE CONTENT WITHIN Gi,' CONSOLIDATE /, (MUAI LY ��-�ii coon OPTIMUM TO •4Z OF OPTIMUM UNDER NEW STREET AND AT OPTIMUM fj ®ONSOLIDATE rrr� rrr rfnvrr �rir� rrnvri��rrr�� rw PAVEMENT AREAS. MOISTURE) i AT OPTIMUM PPE EBELL 6" BELOW MOISTURE) 3.5' MAX. GRANULAR MATERIAL 0I.0. PIPE BELL (SEE NOTE LY MATERIAL SHALL BE BANK RUN RIVER SAND WHICH IS FREE � UNDISTURBED SOH. O.D. Of DETRIMENTAL QUANTITIES OF CLAY, DEBRIS, OR ORGANIC 0. _j UNDISTURBED SOH. PVC (SEE NOTE 31 MATERIAL AND WHICH. WHEN TESTED BY STANDARD �0.. PIPE (MN. t% SLOPE) LABORATORY METHODS. )MEET THE FOLLOWING REQUIEMENTS: �L.6" MN-tt2" MAX. PLACE METAL DETECTOR�0.0 MAXIMUM LIQUID LIMIT 45 TAPE AT A MINIMUM Of 24- 6" MIN./12" MAX. MAXIMUM PLASTICITY INDEX 15 ABOVE TOP OF PIPE MAXIMUM PERCENT PASSING NO. 200 SIEVE 35 2.0 THE MATERIAL SSHALL PASSINGIMUM PERCENT EE FLOWING AND WHEN WET, SHALL OMOArN0. 1 OPT ArAT0 2 _ NOT ADHERE TO FORM A BALL WHEN PRESSED -IN THE BAND. TEE -WYE SERVICE SEE NOTE 4 EtiTdVG )SEWER iEE) Q CEMENT STABILIZED SAND STIADARD COATATCTIONPRO11LE NOES: 1. FOR BEDDING AND TRENCHUIG WITHOV ALL PAVED AREAS. SEE DETAILS QD �+L FOR OPEN CUT STREETS SANITARY SEWER 2. FOR BEDDING PIPE. INSTALLATION- OF PVC PIKE MALL BE N ACCORDANCE TO ANSItAWWA STANDARDS 3. ALL BEDDING & INSTALLATION OF DUCTILE IRON PIPE SHAL I BE IN ACCORDANCE TO ANSIIAWWA 0150021.50. BEDDING AND TACH SERVICE CONNECTION S.ALLL TRENCHES SHALL BE�BACK FILLED AND TEMPORARY VIVG OR PLANKING PLACED AT THE END OF - FOR DI PIPE &PVL PIPE EACH WORKING DAY. 6. SEE "OPEN CUT DETAILS" ST4.00.Si4-011,& ST4-02. Q 5270 52-02Q � w r E25mm] DIA NOTES: 4" IA tmm TT 3-V D " [5 ] LETTERING 2 HANDLING G HOLE .E845rrem] I- EACH PIER SHALL BE COMPLETED IN A SINGLE CONTINUOUS POUR. LETTERING STYLE. 1" [25rT+m] Out � J 2. CHAMFER EDGES 3t4', BOOKMAN OLD STYLE LING HOLE 2" [51mml LETTE G - LETTERING STYLE: 1-,9/,16- 3. - /16-3. CONTRACTOR SHALL CONSTRUCT CONCRETE PIER TO A MINIMUM T ' G F T BOOKMAN OLD STYE 1/4" E6mmT ] DIA 40mm] -i DEPTH QF 6'OR TO A DEPTH WHERE A GOOD BEARING SOIL IS $ 2} PICKS Q o � (2) PICKBAARS� NEOPRENNE GASKE4-112" ENCOUNTERED. 7/1 7.•- �1 4. ALL SHAFTS SHALL BE BORED VERTICALLY PLUMB' WITHIN 2"- 2,. [ii/rnn I%.Ar, _d 2" TOLERANCE. ® [S1MMI [SIMM? 2. I i6' �33 15!16 DIA-• �G3rtu�il] 19 .:;.: 5. ALL INFORMATION SHOWN IS CITY MINIMUM. ALL PIERS SHALL 8E E6 ] DESIGNED 'BY A PROFESSIONAL ENGINEER. CITY CF BRYA p 62mm7 4E103jF 5mm A 1WAAIE SECTIOA' 2" [51mm1 LETTERING #4 13ARI HOOPS.r LETTERING STYLE:- PIAl't' VIET' 2" [SUnm] LETTERING v ° 12" O.C. BOOKMAN OCD STYLE LETTERING BOOKMAN OLDYLESTYLE MACHINED SURFACE AS D G �lc SHOWN ]ON 8�O 113 rr7 tb]3" CLEARANCE 038 m] 6PE 0.0.+18" E2/ IVtmn] W'fir PIPE O.D. 7/8" + r r , V-43247!8"' E22mm] T I I I A E73 rml R t-314mm" r DIA X 4- LG SECTIOA, A A �i [R44] H.R.S. ROD U u COVER SEGTIO�l PIC"AR DEVIL B077 -o vl VIEW STANDARDROLE ES PIER VERTICAL STEEL DIAMETER #5 BARS I&, B 24" 12 26" 14 30" 16 42" 24 S4-00 1 OF, coVER RING AN COVER DUCTILEIR TV -1432-3 SIL-Ol -314' 13/16" 3-13/16" [965rmn [78tmmjDIA E2thrun7 mm Tlq��) D1p D OF GROOVE [2omm7 32-1/4- Of NEO CASKET 2 " 180" y [bmml I:Smm] [13mm] E7$mml[�� t)3�mml E102mm] 7!8" BOLT HOLE SECTION [221vnl r t25mm) DIA. g [R44mm] x 5 1/2" [140mm] TA -3/4- `�'� t -1t2" 4CHINE GROOVE' LG STEEL R00 33- IA [38mKE 301' IIA 1-v2" PICKBAR DETA1, [��i ;m9 1/4- E6� o� FOR DETAIL �E762mm� , PNNEOPRENE GASKET !g" [36nan] FRAMESEMO1� CITY OF BRYAN MACHINED SURFACE 2-718" 2" 151mm] LETTERING E73mm] The Good Life, !'exasSivle. LETTERING STYLE: COVER SECTION 800kmoln Did Style 2" [51mml LETTE LING RECESSED FL 0 (4) 5t8 i1 NC XXC 2 LG (4) 518!* INC CX Z' LG HEX IWWW LAP IN FL I & � � E S & NARRO Z WC PLWT. & o a RUBBER WASHERS RUBBER WASHERS �It It 00 4' [51mn1] i5 mm]���(t E102mm F [102mm] _ EM Y-2432-3 ° CITY OF BRYAN (1) 7/8" (22mm) DIA HANDLING HOLE tt)-7/8ii C22mm)- OIA HANDLING HOLE it it (' o DRAWN BY: C.L.M. PICKS 2" E51mm] LETTERING t2lPLACES RECESSED FLUSH 2" [5tmml LETTERING DATE= 1-01-09 Bookman ookman Old Style PLAN VIEW BOTTOM VMTV SCALE: N T S WATER TIGHT MANHOLE RING D CONTR APPROVED: W. R. K. DUCZILEIRON V-2439 IFIGURE : n • nn SHEET 1 OF 1 PIAN 4" WIDE X 3/8" THICK STAINLESS STEEL STRAP (PRIMED & PAINTED) FORMED TO PERMIT SNUG TIGHTENING OF PIPE TO PIER (2 REDD. PER PIER) DUCTILE IRON PIPE WRAP WITH ONE 1" x 18" GALVANIZED STEEL LAYER OF TAR PAPER ANCHOR BOLT SECURED TO TO PREVENT BONDING j/ VERTICAL REINFORCING STEEL Z W •+ A a i.8 q ta VERTICAL STEEL AS PER TABLE a W o #4 BAR "OOPS. 12" O.C. �a N POUR CONC. AGAINST : m UNDISTURBED EARTH „ INTO HOLE TYPICAL CONCRETE DRILLED PIER FOR AERIAL SEWER S4-00 1 OF, coVER RING AN COVER DUCTILEIR TV -1432-3 SIL-Ol -314' 13/16" 3-13/16" [965rmn [78tmmjDIA E2thrun7 mm Tlq��) D1p D OF GROOVE [2omm7 32-1/4- Of NEO CASKET 2 " 180" y [bmml I:Smm] [13mm] E7$mml[�� t)3�mml E102mm] 7!8" BOLT HOLE SECTION [221vnl r t25mm) DIA. g [R44mm] x 5 1/2" [140mm] TA -3/4- `�'� t -1t2" 4CHINE GROOVE' LG STEEL R00 33- IA [38mKE 301' IIA 1-v2" PICKBAR DETA1, [��i ;m9 1/4- E6� o� FOR DETAIL �E762mm� , PNNEOPRENE GASKET !g" [36nan] FRAMESEMO1� CITY OF BRYAN MACHINED SURFACE 2-718" 2" 151mm] LETTERING E73mm] The Good Life, !'exasSivle. LETTERING STYLE: COVER SECTION 800kmoln Did Style 2" [51mml LETTE LING RECESSED FL 0 (4) 5t8 i1 NC XXC 2 LG (4) 518!* INC CX Z' LG HEX IWWW LAP IN FL I & � � E S & NARRO Z WC PLWT. & o a RUBBER WASHERS RUBBER WASHERS �It It 00 4' [51mn1] i5 mm]���(t E102mm F [102mm] _ EM Y-2432-3 ° CITY OF BRYAN (1) 7/8" (22mm) DIA HANDLING HOLE tt)-7/8ii C22mm)- OIA HANDLING HOLE it it (' o DRAWN BY: C.L.M. PICKS 2" E51mm] LETTERING t2lPLACES RECESSED FLUSH 2" [5tmml LETTERING DATE= 1-01-09 Bookman ookman Old Style PLAN VIEW BOTTOM VMTV SCALE: N T S WATER TIGHT MANHOLE RING D CONTR APPROVED: W. R. K. DUCZILEIRON V-2439 IFIGURE : n • nn SHEET 1 OF 1 C O T L C Q> F q-- O 0 O O W 1- C u) C �- o ._ L O E o ti- O 0 4- o. . +- O aCun 0 (D Q) a L U U) - (DU) 1- L (D LC � o U)-0 U) a) � Do L U) a� a i - C — � cQ v7 Co Q w X L u) A- 0 . O X L (D Q) N L 1 > L Q) o O O N toC C_ -i-- •- >, o Q) _0 cn L 0 O O C a L L W 0 D +- O Q E p� T L C 0 (n O 9- L L L q L 0 Co 000 +_ X -1— (n U) T L -0 a -C _U -1- (D C -0 a n, y-- 0 -1— w0Eu) <C •- •- s Ln a) C �_ H F •— ta- 0E-V0 0 U 0 U CW20-1D 8.11 X 4811 (FLAGS 811(FLAGS - SEE NOTE 1) Channelizing Devices ..� (SEE NOTE 2) Channelizing Devices (SEE NOTE 2) N 3 O ROAD WORK AHEAD CW20-1D 48" X 48" (FLAGS - SEE NOTE 1) T X r-1 Channelization devices may be omitted if the work area is a minimum of 30' from the nearest traveled way. X ro CW20-1D 48" X 48" (FLAGS - SEE NOTE 1) TYPICAL USAGE: _Ln: u NO oy TCP t1 -1a) INTERMEDIATE LONG TERM fco DURATION ® Type III Barricade ® ® Channelizing Devices q Flag Negvy U. CO V Ln Mounted Attenuator w ro r N a CW20-1D 48" X 48" (FLAGS - SEE NOTE 1) END ROAD WORK G20 -2a 48" X 24" (SEE NOTE 2) Channelizing Devices (SEE NOTE 2) ♦ Channe I i z i ng Devices (SEE NOTE 2) 1 00 END ROAD WORK G20 -2a 48" X 2411 (SEE NOTE 2) i. ° 0 D c 0 to s V) ILAN CW20-1D 48" X 48" (FLAGS - SEE NOTE 1) T ®Channelizing Devices (SEE NOTE 2) Type III barricade, channe 1.i z-i_ng devices, or shadow vehicle with orange ° flags or warning tights. c v When shadow vehicle is required, it shall be equipped X with Truck -Mounted Attenuator. END ROAD WORK G20 -2o 48" X 24" (SEE NOTE 2) X Po i ROAD CW20-1 D WORK 48" X 48° (FLAGS - SEE NOTE 1) AHEAD TCP ( 1 1 b) Work Area on Shoulder _ Channelizing Devices (SEE NOTE 2) a) O r - V) 4 N END ROAD WORK o G20 -2a V) 48" X 24" I (SEE NOTE 2) I I Work vehicles or other , Iequipment necessary for I the work operation¢ such. as trucks, moveable cranes, I etc., shall remain in I areas separated from lanes of traffic by channe I i za- ' tion devices at alt times. I I ® 100' I Min. I 1 I O LO Inactive I work vehicle �I N IIJa I N ' \ IX l I I I 1 M I ( I X M .i 1 � TCP (1 -1c) ROAD WORK AHEAD CW20-1 D 48" X 48" (FLAGS - SEE NOTE 1) Work Vehicles on Shoulder LEGEND TYPICAL USAGE: _Ln: u NO oy TCP t1 -1a) INTERMEDIATE LONG TERM fco DURATION ® Type III Barricade ® ® Channelizing Devices q Flag Negvy U. CO V Ln Mounted Attenuator w ro r N M Ln Work Area Near Shoulder J N N M Ln N n Ln Flogger =2= Sign Post END ROAD WORK G20 -2a 48" X 24" (SEE NOTE 2) Channelizing Devices (SEE NOTE 2) ♦ Channe I i z i ng Devices (SEE NOTE 2) 1 00 END ROAD WORK G20 -2a 48" X 2411 (SEE NOTE 2) i. ° 0 D c 0 to s V) ILAN CW20-1D 48" X 48" (FLAGS - SEE NOTE 1) T ®Channelizing Devices (SEE NOTE 2) Type III barricade, channe 1.i z-i_ng devices, or shadow vehicle with orange ° flags or warning tights. c v When shadow vehicle is required, it shall be equipped X with Truck -Mounted Attenuator. END ROAD WORK G20 -2o 48" X 24" (SEE NOTE 2) X Po i ROAD CW20-1 D WORK 48" X 48° (FLAGS - SEE NOTE 1) AHEAD TCP ( 1 1 b) Work Area on Shoulder _ Channelizing Devices (SEE NOTE 2) a) O r - V) 4 N END ROAD WORK o G20 -2a V) 48" X 24" I (SEE NOTE 2) I I Work vehicles or other , Iequipment necessary for I the work operation¢ such. as trucks, moveable cranes, I etc., shall remain in I areas separated from lanes of traffic by channe I i za- ' tion devices at alt times. I I ® 100' I Min. I 1 I O LO Inactive I work vehicle �I N IIJa I N ' \ IX l I I I 1 M I ( I X M .i 1 � TCP (1 -1c) ROAD WORK AHEAD CW20-1 D 48" X 48" (FLAGS - SEE NOTE 1) Work Vehicles on Shoulder LEGEND TYPICAL USAGE: 'SHORT SHORT TERM INTERMEDIATE LONG TERM MOBILE DURATION ® Type III Barricade ® ® Channelizing Devices q Flag Negvy Work Vehic1-e Truck Mounted Attenuator Trailer Mointed Portable Changeable iur Message Sign Flashing Arrow Panel 10 Flogger =2= Sign Post Minimum Desirable Suggested Maximum Minimum Taper 10' ffset Lengths 11' Offset 12' Offset Spacing on a Taper of Device On a Tangent Sign Spacing X Distance Posted Speed Formula 30 150' 165" 180" 30' 60' -75' 1201 L_ 35 J205/ 225' 245' 35' 70' -90' 160' 0 60 40 265 295' 320' 40' 80`100' 00' 240' 45 450' 495' 540' 45' 90' -110" 32-0' 50 500 550' 600' 50' 100' -125' 400' 550-, 605> 660155" 1 10' -140'50.0LAS P6055 600' 660' 720' 60' 120/-1,50" 600, 650' 715' 780' 65' 1301 -165' * 700' 65 70 700' 770' 840' 70' 140' -175' 800' Conventional Roads Only **Taper lengths have been rounded off. L=Length of To (FT.) W=Width of Offset (FT.) S=Posted Speed (MPH) GENERAL NOTES: 1. Unless otherwise stated in the plans,. flags attached to signs are REQUIRED. 2. All traffic control devices illustrated are REQUIRED, except those denoted with the triangle symbol may be omitted when stated elsewhe in the p l pns'. 3. On high speed facilities advance warning signs should be installed approximately 3X from the work area or from the beginning of a lane or shoulder taper. On low speed facilities the advance warnin signs should be placed based on "the '`X" m i-n'r mum distance. 4. Inactive work vehicles or other equipment should be -parked near the right-of=way Zine and not parked on the paved shoulder. Only pre-quAilfied products shall be used. A list of compliant products and t ii r SourCes troy obt-o i ned t)y err ting or foxing: Standards Engineer Traffic Operations Division - TE Texas -Department of Tronsportation 125 East 11th street Austin. Texas 701-2483 Phone (512) 41 -3335 Fax (512) 416- 161 E -moi i TRF -STA ARDlmvilgw.dot.state.tx.-uS Ther equirement for shadow vehicles will be listed in the project GENERAL NOTES, Item 502, Barricades, Signs and Traffic Hand I i ng. STANDARD PLANS TEXAS DEPARTMENT OF TRANSPORTATION Traffic Operations Division TCP (1 - 1 -918' cDTXDOT December 1985 DN: -LR CK: - MT Dw: - DN CK: -MT NEG NO.: EVISIONS STATE FEDERAL FEDERAL AID PROJECT SHEET DISTRICT REGION 2- 6 8-95 COUNTY CONTROL SECTION JOB HIGHWAY 1-9 4-90 151 TYPICAL USAGE: 'SHORT SHORT TERM INTERMEDIATE LONG TERM MOBILE DURATION STATIONARY TERM STATIONARY -STATIONARY GENERAL NOTES: 1. Unless otherwise stated in the plans,. flags attached to signs are REQUIRED. 2. All traffic control devices illustrated are REQUIRED, except those denoted with the triangle symbol may be omitted when stated elsewhe in the p l pns'. 3. On high speed facilities advance warning signs should be installed approximately 3X from the work area or from the beginning of a lane or shoulder taper. On low speed facilities the advance warnin signs should be placed based on "the '`X" m i-n'r mum distance. 4. Inactive work vehicles or other equipment should be -parked near the right-of=way Zine and not parked on the paved shoulder. Only pre-quAilfied products shall be used. A list of compliant products and t ii r SourCes troy obt-o i ned t)y err ting or foxing: Standards Engineer Traffic Operations Division - TE Texas -Department of Tronsportation 125 East 11th street Austin. Texas 701-2483 Phone (512) 41 -3335 Fax (512) 416- 161 E -moi i TRF -STA ARDlmvilgw.dot.state.tx.-uS Ther equirement for shadow vehicles will be listed in the project GENERAL NOTES, Item 502, Barricades, Signs and Traffic Hand I i ng. STANDARD PLANS TEXAS DEPARTMENT OF TRANSPORTATION Traffic Operations Division TCP (1 - 1 -918' cDTXDOT December 1985 DN: -LR CK: - MT Dw: - DN CK: -MT NEG NO.: EVISIONS STATE FEDERAL FEDERAL AID PROJECT SHEET DISTRICT REGION 2- 6 8-95 COUNTY CONTROL SECTION JOB HIGHWAY 1-9 4-90 151 0� wl Iv/ �O �-{A' ♦-{r V�_�—IL1 �� Nil! ` .1 Moll 1 V� �� J� J® :: Li 1 '-� ■� ®1 ® ■Ir(,� ■�LLQ(�■Y���/ T rBT� r�?��� {eiir��� reiT�eh ~aT�W Yeir�l�� r ��p _ r .�. �Ra .... ����l�ii r>l�yii■�IJ ■/��T ■ ��■�■� i •■�i ��/jf"■0ir■{■lei-df�ii-,■®•{��■®.�l`.��■®•{��■®•{��■®.■iii L®•{�}■®�■��-i,�■i.{�■I®i■�■ -�� �� �� �` �a��■, �■ �■�r�s■.t� ��'r �?�■fir eiT■d�. ._. 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I©}�.■. 1....� i��...�r i■ 1■ �•{ �• ■®• �• ■®• ■1®• ■®o ®•�■®•�■®•�■®.�■®•�■®� ■lin ■®•i■�j ��■i �- ■ ■ ■ ,� eri�llQ.a r prilQa� r T - �7 er■!�. ��0� {{■/� � A�1 /ice ■�®i■ � ��. .i��� •� moi* � •■ � .t�� �r ' .�i� �r .i■? } •�i� -i .ti* � .tib � � � .�i� .�i�A�'�1i � ■I- •��-� • -,■®•{ ■®•-�■li'— � ■ii ars■ i /®�{■■®�■■®�! � � .1_ .- -.1- Q � r�C + ®. • •�� ... �1... %ii�Jr■�i11■I�...O�iiy• ally.•.iQ�iiy.•.iO�ilL..■�id....f0��1...■did 0�� ��iiy...�� ... j� {■1is� '! ii.•.■� �i •iii } .i �t .i em 7-0-11 •i■ ■ice :■■i0. ► Mi•�i' 1� r■�!•.� .�r� �.■r� �.■..■ is.■..E! ■■�■.. ■■�.,: r`•1•■.. r�.r. •:ti.; � rrtil1rr - r`ri - r -ti - •r`ri - r`Ci - !.. ! - •r`1i® � � � ,�,L. � � ..-.}0 iilry� iy...0 ...f0 � � 0 iiy...in� 'iy �f0 � � • � �®■ !1l r -�..1l '4�1l I �1 �_1 ! ! ! -�.1 .$ ■.� `J■..I.�-1, --r1.1 ■rrrt4� ■. -,® ., •-_.- - .•- .^- fir• ■�� 1 ., T !`■■� lfi��i�r■�r��w��■�.L�■-tw�■rr1� war• ■� � - ■■1■■!■� •■!■! � !■!■■ t!'�!=r�■!1■lar�■®n■r • � � �-� k�1�� , ���! r ���! .: I.a� I �■� �®' Siffiffids ���_r`ri ie.�.■ i. I•■ r�■���I�;s�T�I�Q��ITi�l�.q�r�i1T♦�I�C.��rti�11T�1���e' � •�-®•�■®�■�®.�■}■I®:i�■�®:t■�■�®:�■�■�®:�■�■®•�--,■®• -�■®•-,!■'®•-rt �■-� , r ■fi� i• ■ ■ � • ■ �• ��• ��-'- -�i r -'_'©����•1■♦ ��1� �-.*�■!�■ r i r r ■�■ �.al �s�■��■■�.�•■ic 0� � e• � e%i �•!e�iat��!e�i■r�-�•�,�� �®�e��� ���� �.g���.�■.,�T��q ��L7�ree�i■ �•�■��-��:�■-`■®-�.� Ii`®-.� ■+®.� ■� l-i+•� I �®• ■®• ■®. ■fid ,= � i�lt■ �®���r 0+�iI■t�■�t�T�6.F�■�0�■I�F_■���� 6ih���� s+��•�■����al��■.}�+�' �.�r !��i�i�rlliT�� fiTTy_�Q■ice+��■: mil LEF'r FLFVAf 10KI ln-;� EXTERIOR FINISH LEGEND NF5 (WALL) METAL (AWNIN65) p"1 GOLOt2- I'M WINS 5W630; - MANF - C&T PULPING 5Y5SM5 M_I %LeC110N; CHAM2COAL 'HW p-2 NpS ( WALL) CONTACT, CHAMI pN, C 713 -3-5323 OW: COLOR- MAXTn KHAKI 5W6149 METAL (PA5CIA & IZOOFING) p"3 eir5 C WALL) COLOR: CHA11200M 5W6111 MAW: C&T WILING 5Y51FM5 liil=2 5MrC110N- CHARCOAL CONTACT: CHAIVe O'HAIZA p_4 �IpS C WALL) FHONe: ( 10) 213-5323 Gam: IIZON OIC, 5w7o69 eI,rcf ICAL (WALL MT' n 5CONa) MANF,: HI.I313AWfON FOR MOIL- 305894 _ M_3 W& (WNT5) S�L�C11C 1- GALVANIZen -2 McCTRICAL (JLNC110N PDX POR 51GN) -- STONE (WALL) ( 1312A m 5) MANN C CR& WIGK5 MANF.: G&T PULPING 5Y5TW5 5-I 5MeC110N. 1�JA5 TAN M-4 s LGG 0hI: CHAt2GOAL CONTACT- CLAIM HAMMACK CONTACT, G1-fARM O' HAIZA PHOW., ( 919) 690-5330 MOW: (113D 213-5323 \I. ,r••luJ :-i ..) r� ....�..�.�:.0'rt�= :�r ■y:'Q'I 1e� �::-r�� •_� .fir- -�■,� e�■.�1._■■�; �.��■ S:® pta■... to ...r■p rr� ■■-I�Q [•{i,- �T�� �risiT �� ■�I_ �■"eir■�li!� reir�l "eir��� '� �sf[. mol- L��� � •L■ri■1 ���Li■.�i �--1 ���.-�Br�l�sr=r■6iT_i6.:•_�{sio.:��.■iT�t�;ir■ei;�l■.-T■� • �riT� � ��L � i� I r _T��i Q®rte ��i'■�®"��■fit® :ti■�® :�■i® :�i}■�® :�i*1 a • �- r■�ii •■ L..ttQlel ::� ttll..: .•. ... .•. • ®ii 1® �� I`• /� �iiiw%Ii..rt.■�-..rt.■�- ir■rtw��..rt��1a id�B 1 iQ+�ti�F � ■�t•`Q !0�■ i� �■�0+■Ttt 1`QIF �■}0����k ������i��iat �i��eaks.��j®ks:��j� , - LiLj -lated - - - office comple See cherrt O - ' _ _ - _ _ - _ LOT 213, BLOCK ONE EAST BRAZOS INDUSTRIAL PARK #1 (CALLED 0.202 ACRES) ZONED: C-1 NOW OR FORMERLY 0 LOT 18-20, BLOCK FOUR REDMOND TERRACE (CALLED 2.714 ACRES) ZONED: R-1 NOW OR FORMERLY S LIPINSKI HOLDINGS, LLC (VOLUME 3783, PAGE 262) i '5/8"I.R.F. -- 4 GRAPICALLY MAPPED FLOODWAY (SEE CIVIL SITE NOTE #1') — — \ 7.5' BLDG. SETBACK LOT 1R, BLOCK TWO F.S. KAPCHINSKI (CALLED 2.616 ACRES) ZONED: C-1 NOW OR FORMERLY MCCRORY, DON B (VOLUME 3783, PAGE 262) CIVIL SITE NOTES: 1. A PORTION OF THIS SITE LIES WITHIN THE 100 -YEAR FLOODPLAIN (ZONE AE) AS GRAPHICALLY DEPICTED FEMA FIRM COMMUNITY NO. 48041, PANEL NO. 0144 C, WITH AN EFFECTIVE DATE OF JULY 2, 1992. s\ P' 2. DESIGNATED HANDICAP PARKING SPACES, WALKS & RAMPS SHALL MEET ALL TAS & ANSI STANDARDS. 3 ALL ROOF & GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE PI 20 30 NORTH SCALE: 1" I CALL BEFORE YOU DIG FROM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 150 FEET OF THE SUBJECT LOT, MEASURED FROM A POINT FIVE FEET ABOVE THE GRADE. THIS SCREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE TO MAINTAIN A TEXAS ONE CALL SYSTEM UNIFIED APPEARANCE. 1-800-245-4545 4. ENHANCED PAVING FOR CONCRETE SIDEWALKS SHALL CONSIST OF EITHER BRICK PAVERS OR STAMPED CONCRETE. COLOR AND a PATTERN SHALL BE DETERMINED BY THE OWNER, BUT GREY OR NATURAL CONCRETE COLORS ARE NOT PERMITTED. (:AT LEAST 72 HOURS PRIOR TO DIGGING) WARNING! ! : THE CONTRACTOR IS TO LOCATE ANY AND ALL UTILITIES 5. WHEN BUILDING SETBACKS AND EASEMENT LINES OVERLAP ONLY THE EASEMENT LINE IS SHOWN. PRIOR TO CONSTRUCTION AND IS SOLELY RESPONSIBLE FOR ALL DAMAGES TO EXISTING UTILITIES DILE TO ANY CONSTRUCTION ACTIVITY. 6. 100% COVERAGE OF GROUND COVER, DECORATIVE PAVING, DECORATIVE ROCK OR A PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWELLS AND DRAINAGE AREAS, THE PARKING LOT SET BACK, RIGHT-OF-WAY, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. lwamc yftl --" - :- - _ - 7. TH -CONT ACTOR - HA-L-CONTA_GT-MR,-WALL-Y URRUTA- CoC-S PUBLIC WORKS-- 979-764-3841. .FOR FIELD. -" E R S_ L ( )> V IFICATION PRIOR TO FORMING OR PLACEMENT OF CONCRETE FOR ALL DUMPSTER PADS. M!11(249 °_ Mill 011211411-cr, C Aw 8. THE IMPROVEMENTS SHOWN SHALL CONSTITUTE APPROXIMATELY 62% IMPERVIOUS COVER ON THE SUBJECT PROPERTY. C CURB NOTE: EXPANSION JOINTS TO 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTAINMENT AND PROPER DISPOSAL OF ALL LIQUID AND SOLID WASTE BE PLACED AT 60' INTERVALS AND ASSOCIATED WITH THIS PROJECT. THE CONTRACTOR SHALL USE ALL MEANS NECESSARY TO PREVENT THE OCCURRENCE OF WIND » R BLOWN LITTER FROM THE PROJECT SITE. 6» AT ALL RADIUS POINTS, P.C.'s, P.T.'s. CONSTRUCTION JOINTS SHALL BE 10: THE CONTRACTOR SHALL BE REQUIRED TO PROVIDE CONTAINMENT FOR WASTE PRIOR T0; AND DURING; + as PLACED AT 20' INTERVALS. DEMOLITION/CONSTRUCTION. SOLID WASTE ROLL -OFF BOXES/METAL DUMPSTERS SHALL BE SUPPLIED BY CITY OR CITY PERMITTED CONTRACTOR(S) ONLY. - _ - 11. THE PROPOSED DEVELOPMENT FALLS WITHIN THE "EVALUATION" SEGMENT OF WOLF PEN CREEK. PER A DRAINAGE STUDY, s PREPARED BY THIS OFFICE, DETENTION WILL NOT BE REQUIRED. cV 12. THE INTENDED USE FOR THIS DEVELOPMENT IS FOR COMMERCIAL OFFICE. 13. NO WASTEWATER WILL BE GENERATED FROM THIS SITE BY CLEANING/WASHING OF EQUIPMENT OR VEHICLES. SANITARY SEWER GENERATEDtq FROM THIS SITE WILL BE NORMAL DOMESTIC WASTEWATER BY DEFINITION. f/. SITE LIGHTING, DIRECTIONAL SIGNS, MENU BOARDS, DETECTORS & OTHER SITE APPURTENANCES ARE SHOWN FOR REFERENCE AND —� 3" PAVEMENT ILLUSTRATION ONLY. THE CONTRACTOR SHALL COORDINATE THESE ITEM'S INSTALLATIONS WITH THE PROPER DESIGN CONSULTANT. REINFORCEMENT FREE-STANDING SIGNS AND BUILDING SIGNANGE IS PERMITTED SEPARATELY AND MUST COMPLY WITH THE UNIFIED DEVELOPMENT ORDINANCE. _ 15. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS. OF SECTION 7.10r OF THE UNIFIED DEVELOPMENT ORDINANCE. THE LIGHT e = #4 BARS SOURCE SHALL NOT PROJECT BELOW AN OPAQUE HOUSING AND NO FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURES WILL BE o TYPE IA — MONOLITHIC MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE. 16. NO COMBUSTIBLES WILL BE ALLOWED ON SITE UNTIL ALL-WEATHER ROADS AND FIRE HYDRANTS HAVE BEEN ACCEPTED BY THE CITY. CONCRETECURB & GUTTER 17. THE BUILDING SHALL BE EQUIPPED WITH A "KNOX BOX" SECURITY KEY SYSTEM AND THE ITS ELECTRICAL SHUTOFF SHALL BE BY MEANS BUFFER WALL N.T.S. OF A "KNOX SWITCH" OR A MANUAL DISCONNECT. N.T.S. ig N.T.S. CITY OF COLLE�q STA 0 "9S AF \/`� ,, F.S. KAPCHINSKI: LOT 6R, BLOCK TWO 1713 PARK PLACE COLLEGE STATION, TX PROPERTY SYMBOL & LINE LEGEND F.S. 0 POWER POLE LOT 6R, A LIGHT POLE (VOL. GUY WIRE ANCHOR (0.891 ACRES ® GAS PIPELINE RISER ZONED: Mwv WATER VALVE N01N ®w+ WATER . METER CRAIG & CAROL HDCV DOUBLE CHECK VALVE (VO (VEv ELECTRIC VALVE PLAN NOTES: OBV BALL VALVE 1. REFER TO SHEET OEM ELECTRICAL TRANSFORMER PARKING, AND MIS ®GM GAS METER 2. REFER TO SHEET OO MH MANHOLE DETAILS. OC -0. CLEANOUT 3: -UNLESS 00THERWISE 4FH FIRE HYDRANT 4.0' ALONG THE BACK 91P TELEPHONE PEDESTAL PARKING REQUIREMENTS: AlIN AREA INLET OFFICE - 1 SPC/.250 SQ FT. UB JUNCTION BOX OFFICE ,00 ' f 2 = 32 SPACE CURB_ INLET OVIDED: REGULAR = 30 SPACES11 �� Z� . PB FIXED PIPE BOLLARD = 32 SPACES ro BUILDING SETBACK LINE THE SQUARE -FOOTAGE SHOWN AT INTERIOR END PROPERTY LINE FOR SINGLE OR DOUBLE END ISLANDS, THE EXCESS ------ EASEMENT LINE SHOWN BELOW. P.U.E. PUBLIC UTILITY EASEMENT REQ'D INT. ISLAND AREA=(22/15x180)=264SQ.FT. B.L. BUILDING SETBACK LINE PROPERTY INFORMATION F.S. KAPCHINSKI LOT 6R, BLOCK TWO (VOL. 834, PG. 637) (0.891 ACRES or 38,812 SQ.FT.) ZONED: C-1 N01N OR FORMERLY CRAIG & CAROL INVESTMENTS LTD (VO 1. 9015, PG. 16) PLAN NOTES: 1. REFER TO SHEET COA & CO.2 FOR SITE, PARKING, AND MIS !. CONSTRUCTION NOTES. 2. REFER TO SHEET C2.1 FOR SITE & PARKING DETAILS. 3: -UNLESS 00THERWISE I NOTED `ALL RADIOS ARE 4.0' ALONG THE BACK OF CURB. PARKING REQUIREMENTS: ORDINANCE: OFFICE - 1 SPC/.250 SQ FT. REQUIRED: III OFFICE ,00 ' f 2 = 32 SPACE R IRED'= 32 SPACES OVIDED: REGULAR = 30 SPACES11 �� Z� Pew H/C = 2 SPACES, o e-17TOTAL = 32 SPACES ISLAND REQUIREMENITS-_ THE SQUARE -FOOTAGE SHOWN AT INTERIOR END ISLANDS INCLUDE THE REQUIRED .AREA, AND EXTRA, FOR SINGLE OR DOUBLE END ISLANDS, THE EXCESS AREA ABOVE THE REQUIRED SQUARE -FOOTAGE ARE SHOWN BELOW. INTERIOR PARKING= 22 SPACES REQ'D INT. ISLAND AREA=(22/15x180)=264SQ.FT. PROVIDED INTERIO,R ISLAND AREA = 420 SQ.FT. 7-7-70 r , 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-469;5 KERR. SURVEYING, LLC 505 CHURCH STREET COLLEGE STATION, TX 77841 OFF: (979) 268-3195 FAX: (979) 691-8904 DATE I DESCRIPTION x Q Yx Z L IJ 0 Y CL Q_ 13- vi v Li \ o W �0Y\ .Q VV V! ) m II_ LL. W o .I -i Li � Fit > W m V Vi V W S� 0 CLIENT INFORMATION !I CRAIG & CAROL INVESTMENTS, Lt i . c/o CRAIG PAULL 1808 TEXAS AVENUE S., STE. 301 COLLEGE STATION, TX OFF: (979) 695-9955 FAX: (979) 695-9944 EMAIL: CRAIG@SYSTEKMAIL.COM FILENAME: 0335SPlA SCALE: 1"=20' (I SUBMITTED DATE: OCTOBER 6, 2010 O DRAWN BY: R.A.M. I CHECKED BY: R.A.M. FIELD BOOK: N/A PAGES: N/A RME CONSULTING ENGINEERS CLIENT NO. PROJECT NO 225 0335 Cl I ■ SHEET 5 OF 11 ZONED: C-1 SYMBOL & LINE LEGEND II I I II W I I Do 71 0 POWER POLE BOTANICAL A LIGHT POLE ENGINEERS (RME). RME IS NEITHER A GUY WIRE ANCHOR POINTS ® GAS PIPELINE RISER THIS IRRIGATION SYSTEM MUST BE INSTALLED PRIOR TO ISSUANCE OF Co CS -CERTIFICATION OF OCCUPANCY. Nwv WATER VALVE y ®wm WATER METER NAME nM ocv DOUBLE CHECK VALVE PRINCIPLE BACK FLOW DEVICE, OR A DOUBLE CHECK BACK FLOW DEVICE, AND INSTALLED PER CITY ORDINANCE 0Ev ELECTRIC VALVE TOTAL ®Bv BALL VALVE 5 ®E+ ELECTRICAL TRANSFORM[ TAXODIUM DIS11CHUM (DGM GAS METER CANOPY TREE OO MH MANHOLE 150 QG•G• CLEANOUT 4FH FIRE HYDRANT CALIPER 01P TELEPHONE PEDESTAL THE IRRIGATION PLAN SHALL DEMONSTRATE THAT THE IRRIGATION SYSTEM WILL SUFFICIENTLY SUPPLY ALL WATER AI AREA INLET NEEDS TO THE NEWLY PLANTED LANDSCAPING AND GROUND COVER AND MEET ALL INITIAL WATERING NEEDS FOR pI3 JUNCTION BOX VIABLE ESTABLISHMENT AND GROWTH OF PLANTINGS. p CURB INLET 6. THE CONTRACTOR SHALL COORDINATE ALL SLEEVING REQUIRED � FOR PUBLIC AND PRIVATE UTILITIES AND C PB FIXED PIPE BOLLARD LAGERSTROEMIA - - - BUILDING SETBACK LINE ORNAMENTAL ------- PROPERTY LINE JURISDICTIONAL REQUIREMENTS OR' SHALL BE SUFFICIENT TO PROPERLY IRRIGATE THE LANDSCAPING AND GRASS -------- EASEMENT LINE AREAS LOCATED IN THE FRONT YARD AND SIDE YARDS ADJACENT TO THE PARKING LOT. P.U.E. PUBLIC UTILITY EASEMENT (MULTI -TRUNK) B.L. BUILDING SETBACK LINE MYRTLE illr SOLID SOD AREAS (COUNTRY RED) MiamiG4 (TIF 419 BERMUDA) 360 COMMON BERMUDA +++++ SEEDED AREAS ZONED: C-1 LOT 1R, BLOCK TWO NOW OR FORMERLY APPROXIMATE LOCATION OF I ( LICENSED LANDSCAPE ARCHITECT NOR IRRIGATOR. THIS PLAN WAS PREPARED FOR THE SOLE PURPOSE TO MEET 1 I F.S. KAPCHINSKI MCCRORY, DON B 4$"0 R.C.P. STORM SEWER II I / THE CITY OF COLLEGE STATION (CoCS) UNIFIED DEVELOPMENT ORDINANCE AND OBTAIN DEVELOPMENT PERMITS. ! I (CALLED 2.616 ACRES) (VOLUME 3783, PAGE 262) ANY CHANGES MADE TO THIS PLAN SHALL BE SUBMITTED TO THE CoCS DEVELOPMENT SERVICES DEPARTMENT FOR N r I I 1 � REVIEW AND APPROVAL. 7607 EASTMARK DR., STE. 25OF <7 1 APPROXIMATE LOCATION OF I I I PILAN O 20 30 2. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOC? VERIFICATION OF QUANTITIES IN THE PLANT LIST. POST OFFICE BOX 9253 2" ATMOS GAS LINE APPROXIMATE LOCATION OF I I / ANY DISCREPANCIES BETWEEN QUANTITIES ON THE PLAN AND THE PLANT LIST SHALL BE BROUGHT TO THE COLLEGE STATION, TEXAS 77842 15x15 CONCRETE , ` 48"4 R_C-P_ STORM SEWER NORTH DUMPSTER PAD w/8' HIGH APPROXIMATE LOCATION OF PLANTER BED SCALE: 1 = 20' ATTENTION OF THE INSPECTOR AND ANY FIELD ADJUSTMENTS OR QUANTITY ADJUSTMENTS MUST BE AUTHORIZED EMAIL: civil*-niengineer.com PRIOR TO PLANTING. OFFICE - (979) 764-0704 SOLID WOOD SCREENING UNDERGROUDN ELECTRIC I APPROXIMATE LOCATION OF " 5 -TEXAS SAGE GREENCLOUD FENCE & GATES - SEE LINE 8" PUBLIC SANITARY I 1 FAX - (979) 764-0704 R --- - - ___ (5 GALLON) @ 4 O.C. w 3. 100% COVERAGE OF GROUND COVER, DECORATIVE PAVING, DECORATIVE ROCK (NOT LOOSE), OR A PERENNIAL CIVIL SITE NOTE #7 ---- SEWER LINE 3 =I TEXAS FIRM REGISTRATION No. F L 7 -COMPACT NANDINA �o Q GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWELLS AND DRAINAGE AREAS, THE PARKING LOT SET BACK, VARIABLE L- ' T ► 11-. APPROXIMATE LOCATION OF RIGHT-OF-WAY, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. PROPOSED TRANSFORMER- -� PTH P.UE. 10' P.U.E. -- --- -- __ _ (3 GALLON) @ 3 O.C. 1 I 24'0 R.C.P. STORM SEWER PAD - SEE SHEET C1.4 ll 34 637j" "- As-_ (279/431} '- I I I 4. ANY ADJACENT PROPERTY AND RIGHT-OF-WAY DLSTURBED DURING CONSTRUCTION WILL BE RETURNED TO ITS KERR SURVEYING, LLC As J _) M.H. EXISTING CONDITIONS OR BETTER. 505 CHURCH STREET _ -GAS- a"ss "- I M.H. 41 COLLEGE STATION, TX 77841 - - GAS a"SS _ / I I SS..B 5. ALL CONSTRUCTION DEBRIS SHALL BE REMOVED FROM THE PROPOSED PARKING ISLANDS PRIOR TO PLACEMENT _ - -` UE UE _ -' " - - UE - - - - - - - - - GAS = - - GAS - GA - - - I STABILIZED EARTH. [STONE BASE MATERIAL, 0R COMPACTED OFF: (979) 268-3195 - - - - - -uE- - - -uE- - - - - - u - _- - - - - - - - = = = -� - - - - - - - - - �� O J. B. - _ O J.B. FAX: (979) 691-8904 _ _ _ _ - OF TOPSOIL AND PLANTING, INCLUDING CONCRETE, ASPHALT, LIM ++ *++++++ +++++++ ++ + +'. ++' -r--.,-,•. ��' �`�' �uE= 2 - -U -UE- -UE- _ _ �`) 6. THE CROWN OF ALL PLANTS SHALL BE SLIGHTLY HIGHER, AFTER SETTLING, THAN ADJACENT SOIL. - -UE- _ _ --UE I +++ +++++++++++++++++++++ _ ,,, IIlI'� I VIII - ! UE-_ UE---UE-___U I 5/8' I.R.F. +++++++ + + +++++ ++++++ - _IIS) I - Illll�l II SLI i� ;� , __ 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING OR (ADDING TOP SOIL, AS NEEDED, FOR THE (--� ! _,III I I ( I --+++++ + +� *�+�++ � � � .-'i � � i�`-li_. •. + + + + + + "' I, - , �, , , -�`' '_,I,I -� li- II I ... I����I' i .. ! :.. _ I _ !I iI I INCLUSION OF THE SOIL AMENDMENTS AS NEEDED 1N T PREPARED GROUND COVER BEDS. ® -___ _ _ _ _ j j HE P EP ++++++++++++++++++++* - - _ •.,' i' =.•I1 r, '*III (!� III�� -j�; .... -, i i 11111 I li -t r, •,�-i 1 1 � + + + + + + + + - T ;,,u 1 DOMESTIC METER ++++++++++++*+++ I 11lel °lam I �1 iI Til 1 it ii''�'i`ii Iii III I �''ll�ll I I�I- II ( i EN: i! I (�-1�E=1 L;_ I� , + + + + + + + + -- I I I �• 8. ALL SINGLE TRUNK TREES ARE TO BE STAKED; HOSE AND GUY WIRES OVERLAPPED. . .+*.,.+.i.+.,.+++++�.+++++ "-� I ..= I��h.�il k=lilttl �r`l''f �RUN .._. ���t tll� i { � - , � -�- - It ,�'II � � .,! � �I t � - , � +++++++*+++*+*+++* I %% i II �I I E�III (111 IIl - d11 l v� I I I 'l III I I I Il ,� - �.. H I HIM -:.I ll ii .i I II II ,1111) �- �, ... I i w/DOUG EIOCHECK�VALVE 9. COVER AREAS TO BE PLANTED WIT 6" P IC MAT R 2" PINE BARK MULCH AND 13-13-13 +++++++++ / II i I�, I E H APPROVED ORGAN +++++++++++++++++ I// 1'I' ! 1 - _ fill T! I I W ?i+++}+++++,xr:�++ w FERTILIZER AT THE RATE OF 5 LBS /100 SOFT. OF BED AREA. ` +++++++ + / /P.U.E. II- I I (III- w - - w ++ /) Q 10. ALL DISTURBED AREAS, NOT DESIGNATED TO BE BLOCK SODDED, SHALL BE SEEDED WITH EITHER BERMUDA (2 CP. +++++++.'�r�!++ + + +++*+ , I 1 `MR I' I it -- // (384/346) W.M i l LBS/1,000 SQ.FT.) FROM MARCH 15 TO SEPTEMBER 15 OR BERMUDA/RYE GRASS MIX (2 LBS/5 LBS. PER 1,000 +++ + + I Y 4 -BALD CYPRESS I � I I SQ.FT.) FROM SEPTEMBER 16 TO MARCH 14. .++*++++ (30 GALLON) @ PROPOSED 12"� /// Y iI, ,- t I I 25' SPACING 11. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING TREES AND SHRUBS THAT WILL MEET STORM SEWER - // Q I - 'n BOTH MINIMUM SIZE AND SPACING' FOR TREE AND ZONING ORDINANCE COMPLIANCE. FAILURE TO INSTALL PLANT I MARK DATE DESCRIPTION SEE SHEET C1.2 // PLANTER BED P� i = MATERIAL PER THIS PLAN WILL JEOPARDIZE ISSUANCE OF FINAL CERTIFICATE OF OCCUPANCY. PRIOR TO ISSUANCE `', +++++++ / 6 -TEXAS SAGE "GREENCLOUD" SYSTEK COM • "' TIN i° (I _ G I I OF A CERTIFICATE OF OCCUPANCY ALL LANDSCAPING SHALL BE INSTALL 'T DLNDARDS Q / ," -II 0 PL i 0. ` +++++++ (5 GALLON) @ 4 O.C. 1 - STORY (MAX. HEIGHT -31 1) Qf q I 12. ALL TREES, SHRUBS AND PLANTS SHALL CONFORM TO ACCEPTED ESTABLISHED BY THE AMERICAN +++++++ I /�/ I 11 -COMPACT NANDINA _ ''', ��' (I , ASSOCIATION OF NURSERYMAN. PRELIMINARN + GROSS AREA = 7,084 SQFT. I c3`r +++++++ ! (3 GALLON) @ 3 O.C. ! I ' ;IIS I /� I i l I I _ • j 3 = 13. ALL SAUCERS SHALL $E SOAKED WITH WATER AND MULCHED (MME ATELY FOLLOWING PLA�dTING. N T 1 ®� FC +++++++ bibu *+*+* // ('' `I ' rrW,, °� m 4 14. PRUNING: THIN BRANCHES AND FOLIAGE (NOT ALL END TIPS) Y 1/3, RETAINING NORMAL PLANT SHAPE; N TI 0061 5/8" I.R.F. ` '+++++ I i I i 6] WA i I 6' ALK I% V I NEVER CUT EVERGREEN LEADERS. I +* + // II VIII ® I Q U W I 15. THE TOP OF ALL ROOT BALLS SHALL BEAR THE SAME RELATIONSHIP TO FINISHED GRADE, AS BORN TO �'�'� rII-.II 5/8" I.R.F. ++++* Q 3 4 I PREVIOUS GRADE AND GROWING CONDITIONS. s » >, + ?'.'It 12 1 I 1.L I APPROXIMATE LOCATION OF 16. ALL ROOT BALLS REMOVED FROM CONTAINERS SHALL BE SCARIFIED PRIOR TO BACKFILLING. 24 33 25 E - 57.72 **+� // I I �!� I, r � =,; ,�` � f" ¢ 18" PUBLIC WATER LINE ++ + + + *++++ + + + +++++ +++++++*+�+ +*+ ++% + r I I = 17. THE LANDSCAPE CONTRACTOR SHALL VERIFY EXISTING UNDERGP.QU D UTILITIES PRIOR TO PLANT INSTALLATION ++++++ + ++ + + +++,.++*++ + + +++�+++ I PLANTER BED � � 4 AND SHALL BE RESPONSIBLE FOR ANY DAMAGES DUE TO LANDSCAPE O ERATIONS. ,r" �► +*+*+*+*+*+*+*+*+*+* * +++++++ +++ ++* + +*+ +++ 5 -TEXAS SAGE GREENCLOUD ++++++++++'+*+++++`++.*+++ + ++++++++++++++++++++++++ (5 GALLON) @ 4' O.C. I ( d. Q I I 18. TOPSOIL SHALL BE PROVIDED BY LANDSCAPE CONTRACTOR AND U D FOR BACKFILLING ALL PITS FOR PLANTS. _*+*+++*+*+++++++*+*+++++++++++++++++++++++++++++* * ' '+ I o 24' PRIVATE CROSS 13 -COMPACT NANDINA I _ 1 AVERAGE TOPSOIL MIXTURE SHALL CONSIST OF THREE (3) PARTS GOD GARDEN SOIL, 1%2 PART BED MIX, 1/2 \ N� LO DPL + +++++++++++++++++++++++++++++++++++++++++++++++ +++ `+++++++++++++++++'+++ +;*;++++*++++++ o w ACCESS EASEMENT (3 GALLON) @ 3' O.C. , I I PART MANURE OR BONE MEAL, AND, ONE (1) POUND LIME PER CUBIC Y D. �1 EA ** ++**+*+*++*++++++�+AILI+I+Y+*"*++**++++ I I 2 3 19. ALL PLANTS SHALL BE GUARANTEED TO BE IN HEALTHY CONDITION FOR ONE (1) YEAR AFTER ACCEPTANCE BY '++ +++++++++++++++++ + + ++++++++++++++++++++ ++++++ m �. THE OWNER AND THE CITY OF COLLEGE STATION. +*+++*+ APPROXIMATE LOCATION OF LEG TAT( 1,517 Q.FT. ,+ �++ ++ +++ +++ +++ ++* +++ .+++++++ ++++ +++++ + ++ ++ ++ +* +*+++ +* +++* * * * ************ 0. AL NT MATERIAL HALtiff L BE MULCHED WITH A MINIMUM 2" LAYER YER OF HARDWOOD BARK MULCH (UNLESS OTHERWISE SPECIFIED). PROVIDE MINIMUM 10' DIAMETER MULCH RING AROUND EXISTING TREES TO REMAIN, TYPICAL. +++++++++++++++++++++ +++++++++++ + + + + + + + + + + ++++ „ I Milli 5A.1 I 5 ;1111 ==�IiiiliF==:l Ill II II'- ,III I: �, �• I + + +. .+ ++- - - - - - - - - - - I I f=+ II --! I11- I I 21. MINIMUM TREE SIZE AT PLANTING 15 SPECIFIED ON THE PLAN (FOR 51NGLE STEM TREES). ALL MUTLI-STEM _. » • _ 37 W - 315.23 I I G Q N 24 56 PLANTS MUST BE TREE FORM MAXIMUM 3 TO 5 TRUNKS, AND BE THE MINIMUM SIZE SPECIFIED ON THE PLAN. - - I T_-, 5 8 _ I.R.F. _ _ _ -._. _- ___ _ _ _ � / 1111__ __ _ __ - _-.__ _ _ ._ ___ - ___ ___. - _�__- - --_-- --- -- - _ --- -- -- ._ _--_-__ 1111___ .- -- - 22- ALL STRAPPING, -MUST BECU: �-A-WAY -A D REM O"VED�FR1)M-ROt)T--ALL-.-PRIOR -TO_-BAC _ILLIND--.PLA .11NGP__LT'= A.F. °D 1 AND THE TOP 1 /3 OF THE BURLAP MUST BE REMOVED FROM THE ROOT rBALL. \ BUFFER WALL - CENTER I1 i - LOT 9, BLOCK TWO OF WALL LOCATED 2.5' I ( I I G• 4 23. THE LANDSCAPE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES AND ORDINANCES REGARDING F.S. KAPCHINSKI OFF PROPERTY LINE I ► I l LANDSCAPING. i \ LOT 18-20, BLOCK FOUR (CALLED 0.298 ACRES) \ VARIABLE WIDTH REDMOND TERRACE EASEMENT APPROXIMATE LOCATION OF 24. IT IS THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR TO EISTABLISH A HEALTHY STAND OF GRASS ON ZONED' R-1 (CALLED 2.714 ACRES)6A8IN795 ( / ) BUFFER YARD NOT INCLUDED I I 3 4" ATMOS GAS LINE ALL SEEDED AREAS. \ NOW OR FORMERLY ( WATSON, WILLIE V IN LANDSCAPE CALCULATIONS) I { I 25. IN THE EVENT THAT PLANTING BEDS AND MULCH ARE REQUIRED, THE LANDSCAPE CONTRACTOR SHALL INSTALL ZONED: R-1 \ (VOLUME 3783, PAGE 262) 10-LACEBARK ELM I I I BLACK FABRIC MESH UNDER THE MULCH TO PREVENT WEED GROWTH. \ NOW OR FORMERLY ` - - - - - - - - _ - - - - - - - (30 GALLON) @ 25 O.C. - - I I I 4 + 26. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE (WATERING AND THE MAINTENANCE OF ALL v S LIPINSKI HOLDINGS, LLC 18 SAVANNAH HOLLY I ( I I I LANDSCAPED AREAS UNTIL THE LATER OF: (i) THIRTY (30) DAYS FOLLOWING THE PLANTING OF THE GRASS AND x \ (VOLUME 3783, PAGE 262)I (25 GALLON) @ 10' O.C. I I I I SHRUBS, OR (ii) THE DATE THAT THE FACILITY OPENS TO THE PUBLIC FOR BUSINESS. LANDSCAPING NOTES: II I I II W I I Do 71 SIZE BOTANICAL 1. THE LANDSCAPE PLAN PRESENTED WAS PREPARED BY RME CONSULTING ENGINEERS (RME). RME IS NEITHER A NOTES LOT 1R, BLOCK TWO NOW OR FORMERLY APPROXIMATE LOCATION OF I ( LICENSED LANDSCAPE ARCHITECT NOR IRRIGATOR. THIS PLAN WAS PREPARED FOR THE SOLE PURPOSE TO MEET 1 I F.S. KAPCHINSKI MCCRORY, DON B 4$"0 R.C.P. STORM SEWER II I / THE CITY OF COLLEGE STATION (CoCS) UNIFIED DEVELOPMENT ORDINANCE AND OBTAIN DEVELOPMENT PERMITS. ! I (CALLED 2.616 ACRES) (VOLUME 3783, PAGE 262) ANY CHANGES MADE TO THIS PLAN SHALL BE SUBMITTED TO THE CoCS DEVELOPMENT SERVICES DEPARTMENT FOR N r I I 1 � REVIEW AND APPROVAL. 7607 EASTMARK DR., STE. 25OF <7 1 APPROXIMATE LOCATION OF I I I PILAN O 20 30 2. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOC? VERIFICATION OF QUANTITIES IN THE PLANT LIST. POST OFFICE BOX 9253 2" ATMOS GAS LINE APPROXIMATE LOCATION OF I I / ANY DISCREPANCIES BETWEEN QUANTITIES ON THE PLAN AND THE PLANT LIST SHALL BE BROUGHT TO THE COLLEGE STATION, TEXAS 77842 15x15 CONCRETE , ` 48"4 R_C-P_ STORM SEWER NORTH DUMPSTER PAD w/8' HIGH APPROXIMATE LOCATION OF PLANTER BED SCALE: 1 = 20' ATTENTION OF THE INSPECTOR AND ANY FIELD ADJUSTMENTS OR QUANTITY ADJUSTMENTS MUST BE AUTHORIZED EMAIL: civil*-niengineer.com PRIOR TO PLANTING. OFFICE - (979) 764-0704 SOLID WOOD SCREENING UNDERGROUDN ELECTRIC I APPROXIMATE LOCATION OF " 5 -TEXAS SAGE GREENCLOUD FENCE & GATES - SEE LINE 8" PUBLIC SANITARY I 1 FAX - (979) 764-0704 R --- - - ___ (5 GALLON) @ 4 O.C. w 3. 100% COVERAGE OF GROUND COVER, DECORATIVE PAVING, DECORATIVE ROCK (NOT LOOSE), OR A PERENNIAL CIVIL SITE NOTE #7 ---- SEWER LINE 3 =I TEXAS FIRM REGISTRATION No. F L 7 -COMPACT NANDINA �o Q GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWELLS AND DRAINAGE AREAS, THE PARKING LOT SET BACK, VARIABLE L- ' T ► 11-. APPROXIMATE LOCATION OF RIGHT-OF-WAY, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. PROPOSED TRANSFORMER- -� PTH P.UE. 10' P.U.E. -- --- -- __ _ (3 GALLON) @ 3 O.C. 1 I 24'0 R.C.P. STORM SEWER PAD - SEE SHEET C1.4 ll 34 637j" "- As-_ (279/431} '- I I I 4. ANY ADJACENT PROPERTY AND RIGHT-OF-WAY DLSTURBED DURING CONSTRUCTION WILL BE RETURNED TO ITS KERR SURVEYING, LLC As J _) M.H. EXISTING CONDITIONS OR BETTER. 505 CHURCH STREET _ -GAS- a"ss "- I M.H. 41 COLLEGE STATION, TX 77841 - - GAS a"SS _ / I I SS..B 5. ALL CONSTRUCTION DEBRIS SHALL BE REMOVED FROM THE PROPOSED PARKING ISLANDS PRIOR TO PLACEMENT _ - -` UE UE _ -' " - - UE - - - - - - - - - GAS = - - GAS - GA - - - I STABILIZED EARTH. [STONE BASE MATERIAL, 0R COMPACTED OFF: (979) 268-3195 - - - - - -uE- - - -uE- - - - - - u - _- - - - - - - - = = = -� - - - - - - - - - �� O J. B. - _ O J.B. FAX: (979) 691-8904 _ _ _ _ - OF TOPSOIL AND PLANTING, INCLUDING CONCRETE, ASPHALT, LIM ++ *++++++ +++++++ ++ + +'. ++' -r--.,-,•. ��' �`�' �uE= 2 - -U -UE- -UE- _ _ �`) 6. THE CROWN OF ALL PLANTS SHALL BE SLIGHTLY HIGHER, AFTER SETTLING, THAN ADJACENT SOIL. - -UE- _ _ --UE I +++ +++++++++++++++++++++ _ ,,, IIlI'� I VIII - ! UE-_ UE---UE-___U I 5/8' I.R.F. +++++++ + + +++++ ++++++ - _IIS) I - Illll�l II SLI i� ;� , __ 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING OR (ADDING TOP SOIL, AS NEEDED, FOR THE (--� ! _,III I I ( I --+++++ + +� *�+�++ � � � .-'i � � i�`-li_. •. + + + + + + "' I, - , �, , , -�`' '_,I,I -� li- II I ... I����I' i .. ! :.. _ I _ !I iI I INCLUSION OF THE SOIL AMENDMENTS AS NEEDED 1N T PREPARED GROUND COVER BEDS. ® -___ _ _ _ _ j j HE P EP ++++++++++++++++++++* - - _ •.,' i' =.•I1 r, '*III (!� III�� -j�; .... -, i i 11111 I li -t r, •,�-i 1 1 � + + + + + + + + - T ;,,u 1 DOMESTIC METER ++++++++++++*+++ I 11lel °lam I �1 iI Til 1 it ii''�'i`ii Iii III I �''ll�ll I I�I- II ( i EN: i! I (�-1�E=1 L;_ I� , + + + + + + + + -- I I I �• 8. ALL SINGLE TRUNK TREES ARE TO BE STAKED; HOSE AND GUY WIRES OVERLAPPED. . .+*.,.+.i.+.,.+++++�.+++++ "-� I ..= I��h.�il k=lilttl �r`l''f �RUN .._. ���t tll� i { � - , � -�- - It ,�'II � � .,! � �I t � - , � +++++++*+++*+*+++* I %% i II �I I E�III (111 IIl - d11 l v� I I I 'l III I I I Il ,� - �.. H I HIM -:.I ll ii .i I II II ,1111) �- �, ... I i w/DOUG EIOCHECK�VALVE 9. COVER AREAS TO BE PLANTED WIT 6" P IC MAT R 2" PINE BARK MULCH AND 13-13-13 +++++++++ / II i I�, I E H APPROVED ORGAN +++++++++++++++++ I// 1'I' ! 1 - _ fill T! I I W ?i+++}+++++,xr:�++ w FERTILIZER AT THE RATE OF 5 LBS /100 SOFT. OF BED AREA. ` +++++++ + / /P.U.E. II- I I (III- w - - w ++ /) Q 10. ALL DISTURBED AREAS, NOT DESIGNATED TO BE BLOCK SODDED, SHALL BE SEEDED WITH EITHER BERMUDA (2 CP. +++++++.'�r�!++ + + +++*+ , I 1 `MR I' I it -- // (384/346) W.M i l LBS/1,000 SQ.FT.) FROM MARCH 15 TO SEPTEMBER 15 OR BERMUDA/RYE GRASS MIX (2 LBS/5 LBS. PER 1,000 +++ + + I Y 4 -BALD CYPRESS I � I I SQ.FT.) FROM SEPTEMBER 16 TO MARCH 14. .++*++++ (30 GALLON) @ PROPOSED 12"� /// Y iI, ,- t I I 25' SPACING 11. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING TREES AND SHRUBS THAT WILL MEET STORM SEWER - // Q I - 'n BOTH MINIMUM SIZE AND SPACING' FOR TREE AND ZONING ORDINANCE COMPLIANCE. FAILURE TO INSTALL PLANT I MARK DATE DESCRIPTION SEE SHEET C1.2 // PLANTER BED P� i = MATERIAL PER THIS PLAN WILL JEOPARDIZE ISSUANCE OF FINAL CERTIFICATE OF OCCUPANCY. PRIOR TO ISSUANCE `', +++++++ / 6 -TEXAS SAGE "GREENCLOUD" SYSTEK COM • "' TIN i° (I _ G I I OF A CERTIFICATE OF OCCUPANCY ALL LANDSCAPING SHALL BE INSTALL 'T DLNDARDS Q / ," -II 0 PL i 0. ` +++++++ (5 GALLON) @ 4 O.C. 1 - STORY (MAX. HEIGHT -31 1) Qf q I 12. ALL TREES, SHRUBS AND PLANTS SHALL CONFORM TO ACCEPTED ESTABLISHED BY THE AMERICAN +++++++ I /�/ I 11 -COMPACT NANDINA _ ''', ��' (I , ASSOCIATION OF NURSERYMAN. PRELIMINARN + GROSS AREA = 7,084 SQFT. I c3`r +++++++ ! (3 GALLON) @ 3 O.C. ! I ' ;IIS I /� I i l I I _ • j 3 = 13. ALL SAUCERS SHALL $E SOAKED WITH WATER AND MULCHED (MME ATELY FOLLOWING PLA�dTING. N T 1 ®� FC +++++++ bibu *+*+* // ('' `I ' rrW,, °� m 4 14. PRUNING: THIN BRANCHES AND FOLIAGE (NOT ALL END TIPS) Y 1/3, RETAINING NORMAL PLANT SHAPE; N TI 0061 5/8" I.R.F. ` '+++++ I i I i 6] WA i I 6' ALK I% V I NEVER CUT EVERGREEN LEADERS. I +* + // II VIII ® I Q U W I 15. THE TOP OF ALL ROOT BALLS SHALL BEAR THE SAME RELATIONSHIP TO FINISHED GRADE, AS BORN TO �'�'� rII-.II 5/8" I.R.F. ++++* Q 3 4 I PREVIOUS GRADE AND GROWING CONDITIONS. s » >, + ?'.'It 12 1 I 1.L I APPROXIMATE LOCATION OF 16. ALL ROOT BALLS REMOVED FROM CONTAINERS SHALL BE SCARIFIED PRIOR TO BACKFILLING. 24 33 25 E - 57.72 **+� // I I �!� I, r � =,; ,�` � f" ¢ 18" PUBLIC WATER LINE ++ + + + *++++ + + + +++++ +++++++*+�+ +*+ ++% + r I I = 17. THE LANDSCAPE CONTRACTOR SHALL VERIFY EXISTING UNDERGP.QU D UTILITIES PRIOR TO PLANT INSTALLATION ++++++ + ++ + + +++,.++*++ + + +++�+++ I PLANTER BED � � 4 AND SHALL BE RESPONSIBLE FOR ANY DAMAGES DUE TO LANDSCAPE O ERATIONS. ,r" �► +*+*+*+*+*+*+*+*+*+* * +++++++ +++ ++* + +*+ +++ 5 -TEXAS SAGE GREENCLOUD ++++++++++'+*+++++`++.*+++ + ++++++++++++++++++++++++ (5 GALLON) @ 4' O.C. I ( d. Q I I 18. TOPSOIL SHALL BE PROVIDED BY LANDSCAPE CONTRACTOR AND U D FOR BACKFILLING ALL PITS FOR PLANTS. _*+*+++*+*+++++++*+*+++++++++++++++++++++++++++++* * ' '+ I o 24' PRIVATE CROSS 13 -COMPACT NANDINA I _ 1 AVERAGE TOPSOIL MIXTURE SHALL CONSIST OF THREE (3) PARTS GOD GARDEN SOIL, 1%2 PART BED MIX, 1/2 \ N� LO DPL + +++++++++++++++++++++++++++++++++++++++++++++++ +++ `+++++++++++++++++'+++ +;*;++++*++++++ o w ACCESS EASEMENT (3 GALLON) @ 3' O.C. , I I PART MANURE OR BONE MEAL, AND, ONE (1) POUND LIME PER CUBIC Y D. �1 EA ** ++**+*+*++*++++++�+AILI+I+Y+*"*++**++++ I I 2 3 19. ALL PLANTS SHALL BE GUARANTEED TO BE IN HEALTHY CONDITION FOR ONE (1) YEAR AFTER ACCEPTANCE BY '++ +++++++++++++++++ + + ++++++++++++++++++++ ++++++ m �. THE OWNER AND THE CITY OF COLLEGE STATION. +*+++*+ APPROXIMATE LOCATION OF LEG TAT( 1,517 Q.FT. ,+ �++ ++ +++ +++ +++ ++* +++ .+++++++ ++++ +++++ + ++ ++ ++ +* +*+++ +* +++* * * * ************ 0. AL NT MATERIAL HALtiff L BE MULCHED WITH A MINIMUM 2" LAYER YER OF HARDWOOD BARK MULCH (UNLESS OTHERWISE SPECIFIED). PROVIDE MINIMUM 10' DIAMETER MULCH RING AROUND EXISTING TREES TO REMAIN, TYPICAL. +++++++++++++++++++++ +++++++++++ + + + + + + + + + + ++++ „ I Milli 5A.1 I 5 ;1111 ==�IiiiliF==:l Ill II II'- ,III I: �, �• I + + +. .+ ++- - - - - - - - - - - I I f=+ II --! I11- I I 21. MINIMUM TREE SIZE AT PLANTING 15 SPECIFIED ON THE PLAN (FOR 51NGLE STEM TREES). ALL MUTLI-STEM _. » • _ 37 W - 315.23 I I G Q N 24 56 PLANTS MUST BE TREE FORM MAXIMUM 3 TO 5 TRUNKS, AND BE THE MINIMUM SIZE SPECIFIED ON THE PLAN. - - I T_-, 5 8 _ I.R.F. _ _ _ -._. _- ___ _ _ _ � / 1111__ __ _ __ - _-.__ _ _ ._ ___ - ___ ___. - _�__- - --_-- --- -- - _ --- -- -- ._ _--_-__ 1111___ .- -- - 22- ALL STRAPPING, -MUST BECU: �-A-WAY -A D REM O"VED�FR1)M-ROt)T--ALL-.-PRIOR -TO_-BAC _ILLIND--.PLA .11NGP__LT'= A.F. °D 1 AND THE TOP 1 /3 OF THE BURLAP MUST BE REMOVED FROM THE ROOT rBALL. \ BUFFER WALL - CENTER I1 i - LOT 9, BLOCK TWO OF WALL LOCATED 2.5' I ( I I G• 4 23. THE LANDSCAPE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES AND ORDINANCES REGARDING F.S. KAPCHINSKI OFF PROPERTY LINE I ► I l LANDSCAPING. i \ LOT 18-20, BLOCK FOUR (CALLED 0.298 ACRES) \ VARIABLE WIDTH REDMOND TERRACE EASEMENT APPROXIMATE LOCATION OF 24. IT IS THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR TO EISTABLISH A HEALTHY STAND OF GRASS ON ZONED' R-1 (CALLED 2.714 ACRES)6A8IN795 ( / ) BUFFER YARD NOT INCLUDED I I 3 4" ATMOS GAS LINE ALL SEEDED AREAS. \ NOW OR FORMERLY ( WATSON, WILLIE V IN LANDSCAPE CALCULATIONS) I { I 25. IN THE EVENT THAT PLANTING BEDS AND MULCH ARE REQUIRED, THE LANDSCAPE CONTRACTOR SHALL INSTALL ZONED: R-1 \ (VOLUME 3783, PAGE 262) 10-LACEBARK ELM I I I BLACK FABRIC MESH UNDER THE MULCH TO PREVENT WEED GROWTH. \ NOW OR FORMERLY ` - - - - - - - - _ - - - - - - - (30 GALLON) @ 25 O.C. - - I I I 4 + 26. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE (WATERING AND THE MAINTENANCE OF ALL v S LIPINSKI HOLDINGS, LLC 18 SAVANNAH HOLLY I ( I I I LANDSCAPED AREAS UNTIL THE LATER OF: (i) THIRTY (30) DAYS FOLLOWING THE PLANTING OF THE GRASS AND x \ (VOLUME 3783, PAGE 262)I (25 GALLON) @ 10' O.C. I I I I SHRUBS, OR (ii) THE DATE THAT THE FACILITY OPENS TO THE PUBLIC FOR BUSINESS. LANDSCAPE SCHEDULE \ II I I II W I I Do 71 SIZE BOTANICAL COMMON TYPE NOTES LANDSCAPE SCHEDULE SYMBOL NO. OF SIZE BOTANICAL COMMON TYPE NOTES POINTS POINTS THIS IRRIGATION SYSTEM MUST BE INSTALLED PRIOR TO ISSUANCE OF Co CS -CERTIFICATION OF OCCUPANCY. PLANTS y NAME NAME PRINCIPLE BACK FLOW DEVICE, OR A DOUBLE CHECK BACK FLOW DEVICE, AND INSTALLED PER CITY ORDINANCE EACH TOTAL 5 2.1" TO 3.4" TAXODIUM DIS11CHUM BALD CYPRESS CANOPY TREE 30 GALLON 25' MIN. SPACING 150 750 CALIPER THE IRRIGATION PLAN SHALL DEMONSTRATE THAT THE IRRIGATION SYSTEM WILL SUFFICIENTLY SUPPLY ALL WATER NEEDS TO THE NEWLY PLANTED LANDSCAPING AND GROUND COVER AND MEET ALL INITIAL WATERING NEEDS FOR VIABLE ESTABLISHMENT AND GROWTH OF PLANTINGS. 6. THE CONTRACTOR SHALL COORDINATE ALL SLEEVING REQUIRED � FOR PUBLIC AND PRIVATE UTILITIES AND LAGERSTROEMIA CREPE ORNAMENTAL 15 GALLON JURISDICTIONAL REQUIREMENTS OR' SHALL BE SUFFICIENT TO PROPERLY IRRIGATE THE LANDSCAPING AND GRASS AREAS LOCATED IN THE FRONT YARD AND SIDE YARDS ADJACENT TO THE PARKING LOT. 9 (MULTI -TRUNK) INDICA MYRTLE NON (COUNTRY RED) 40 360 TREE REE LEUCOPHYLUM GREENCLOUD 3' SPACING 16 5 GALLON FRUTESCENS "GREENCLOUD" TEXAS SHRUB (18" HEIGHT) 10 160 SAGE NANDIRA COMPACT 3' SPACING 31 3 GALLON DOMESTICA "COMPACTA" NANDINA SHRUB (18" HEIGHT) 10 310 10 2.1" TO 3.4" ULMUS PARVIFOLIA LACEBARK CANOPY 30 GALLON SPACING BUFFER kit CALIPER SEMPERVIROUS ELM TREE 25 MIN. YARD 18 > 1.25" ILEX OPACA SAVANNAH (TREE FORM) NON -CANOPY 30 GALLON BUFFER CALIPER SAVANNAH HOLLY -REE YARD LANDSCAPING REQUIREMENTS SITE AREA METHOD: FRONTAGE TREES: SITE AREA=0.891 acres or 38,812 sqft. PARK PLACE - LOCAL STREET @ 32' SPC: FLOODPLAIN REMOVAL AREA=1,517 sqft. 127 L.F. FRONTAGE/32 = 4 TREES BUFFER AREA=3,563 sqft. REQUIRED = 4 TREES 31,741 sqft. @ 30 pnts./1000 sqft.:. PROVIDED = 4 TREES {4 CANOPY & ONON-CANOPY) (33,732/1000 x 30) = 1,012 pnts. ADDITIONAL STREETSCAPE: CANOPY REQUIREMENTS: PARK PLACE (127 LF. - 65 L.F. Visibility Triangle) 50% CANOPY TREES: (1,324 x 50%) = 662 pets. 300 puts./50 L.F. of frontage: REQUIRED = 662 pots. (300 x 62/50) = 372 pnts. PROVIDED = 750 puts. TOTAL LANDSCAPE POINTS REQUIRED = 1,384 pnts. TOTAL LANDSCAPE POINTS PROVIDED = 1,580 pnts. TREE PLANTING NOTES: 1. STAKE ABOVE FIRST BRANCHES OR AS NECESSARY TO PREVE"' OF RUBBER HOSES. 2. PLANT SO THAT TOP IS EVEN WITH THE FINISH[ 12 GAUGE GALVANIZE[ WIRE ENCASED IN 1"9 RUBBER HOSE 6' METAL "T" POSTS (MINIMUM OF 3, PINE BARK MULCI 2" THICK (MIN. NEW TOPSOIL w/FERTI LI ZEF 8" DEEP (MIN.; TREE PLANTING N.T.S. 1/8"x4" STEEL EDGE, _OR SPECIFIED BY OWNER (OPTIONAL, EXCEPT AT CURBS & SIDEWALKS)Ckli z �i z 4'OR6' 0 0 w°o°Cj NEW TOPSOIL 6" THICK (MIN.) Alk PINE BARK MULCH 2" THICK (MIN.) FINISHS T P' / GRADE CALL BEFORE YOU DIG TEXAS ONE CALL SYSTEM[ 12 1-800-245-4545 (AT LEAST 72 HOURS PRIOR TO DIGGING) WARNING! 1.: THE CONTRACTOR IS TO LOCATE _ANY AND :ALL UTILITIES C14 PRIOR TO CONSTTRUCTION AND IS SOLELY RESPONSIBLE FOR ALL D_AMGES TO EXISTING UTILITIES DUE Ti CONSTRUCTION ACTIVITY. Z C) w Q J IRRIGATION NOTES: CL F - 1. AN AUTOMATIC TYPE IRRIGATION SYSTEM SHALL BE INSTALLED FOR ALL NEW PLANTED AND LANDSCAPED AREAS. THIS IRRIGATION SYSTEM MUST BE INSTALLED PRIOR TO ISSUANCE OF Co CS -CERTIFICATION OF OCCUPANCY. y C- 1.1J 2. THE IRRIGATION SYSTEM MUST BE PROTECTED BY EITHER A PRESSURE VACUUM BREAKER, A REDUCED PRESSURE PRINCIPLE BACK FLOW DEVICE, OR A DOUBLE CHECK BACK FLOW DEVICE, AND INSTALLED PER CITY ORDINANCE U 2394. 3. ALL BACK FLOW DEVICES MUST BE INSTALLED AND TESTED UPON IN TALLATION AS PER CITY ORDINANCE 2394. r0 V 4. INSTALLATION. PVC (SCH. 40 SLEEVING SHALL BE COORDINATED WITH THE CONTRACTOR. AND ALL SLEEVING SHALL EXTEND A MINIMUM OF 24" PAST THE CURB OR SIDEWALK WHERE APPLICABLE. 5. THE CONTRACTOR'S IRRIGATOR SHALL SUBMIT AN IRRIGATION PLAN TO THE OWNER FOR REVIEW AND APPROVAL. THE IRRIGATION PLAN SHALL DEMONSTRATE THAT THE IRRIGATION SYSTEM WILL SUFFICIENTLY SUPPLY ALL WATER NEEDS TO THE NEWLY PLANTED LANDSCAPING AND GROUND COVER AND MEET ALL INITIAL WATERING NEEDS FOR VIABLE ESTABLISHMENT AND GROWTH OF PLANTINGS. 6. THE CONTRACTOR SHALL COORDINATE ALL SLEEVING REQUIRED � FOR PUBLIC AND PRIVATE UTILITIES AND IRRIGATION AS DIRECTED BY THE DEVELOPER. 7. THE LANDSCAPE CONTRACTOR SHALL INSTALL AN IRRIGATION SYSTEM SUFFICIENT TO MEET LOCAL JURISDICTIONAL REQUIREMENTS OR' SHALL BE SUFFICIENT TO PROPERLY IRRIGATE THE LANDSCAPING AND GRASS AREAS LOCATED IN THE FRONT YARD AND SIDE YARDS ADJACENT TO THE PARKING LOT. PINE BARK MULCH 2" THICK (MIN.) FINISHS T P' / GRADE CALL BEFORE YOU DIG TEXAS ONE CALL SYSTEM[ 12 1-800-245-4545 (AT LEAST 72 HOURS PRIOR TO DIGGING) WARNING! 1.: THE CONTRACTOR IS TO LOCATE _ANY AND :ALL UTILITIES C14 PRIOR TO CONSTTRUCTION AND IS SOLELY RESPONSIBLE FOR ALL D_AMGES TO EXISTING UTILITIES DUE Ti CONSTRUCTION ACTIVITY. Z C) w <z 10CL CL F - , 0Y< 0 LL- y C- 1.1J LIJ r0 V CLIENT INFORMATION CRAIG & CAROL INVESTMENTS, c/o CRAIG PAULL 1808 TEXAS AVENUE S., STE. COLLEGE STATION, TX OFF: (979) 695-9955 FAX: (979) 695-9944 EMAIL: CRAIG@SYSTEKMAIL.COM FILENAME: 0335LPlA I SCALE: 1"=2 SUBMITTED DATE: OCTOBER 6, 2010 DRAWN BY: R.A.M. CHECKED BY: R.A.M. FIELD BOOK: N/A PAGES: N/A RME CONSULTING ENGINEEI CLIENT NO. PROJECT 225 033 ■ SHEET 9 OF 11 .z i0 IU) i� Ld � J 0 0 SYMBOL & LINE LEGEND I ¢I I LANDSCAPING NOTES.- 0 OTES:0 POWER POLE I ZONED: C-1 1. THE LANDSCAPE PLAN PRESENTED WAS PREPARED BY RME CONSULTI G ENGINEERS (RME). RME IS NEITHER A �~ LIGHT POLE LOT 1R,. BLOCK TWO NOW OR FORMERLY APPROXIMATE LOCATION OF I I / LICENSED LANDSCAPE ARCHITECT NOR IRRIGATOR. THIS PLAN WAS PRE IARED FOR THE SOLE PURPOSE TO MEET R• 'GUY WIRE ANCHOR , F.S. KAPCHINSKI MCCRORY, DON B 48 R.C.P. STORM SEWER I I I / THE CITY OF COLLEGE STATION (CoCS) UNIFIED DEVELOPMENT ORDINANCE AND OBTAIN DEVELOPMENT PERMITS. EW ® GAS PIPELINE RISER (CALLED 2.616 ACRES) (VOLUME 3783, PAGE 262)ANY N ANY CHANGES MADE TO THIS PLAN SHALL BE SUBMITTED TO THE CoCS DEVELOPMENT SERVICES DEPARTMENT FOR I I l REVIEW AND APPROVAL. I MAPPROXIMATE LOCATION OF WATER VALVE + I I I 7607 EASTMARK DR., STE. 250F 7 ®WM WATER METER APPROXIMATE LOCATION OF I y PLAN < o 20 30 2. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF QUANTITIES IN THE PLANT LIST. POST OFFICE BOX 9253 acv DOUBLE CHECK VALVE ( 2 ATMOS GAS LINE ` /48"0 R:C:P. STORM SEWER NORTH ANY DISCREPANCIES BETWEEN QUANTITIES ON THE PLAN AND THE PLANT LIST SHALL BE BROUGHT TO THE COLLEGE STATION, TEXAS 77842 / " - 20' ATTENTION OF THE INSPECTOR AND ANY FIELD ADJUSTMENTS OR QUANTITY ADJUSTMENTS MUST BE AUTHORIZED EMAIL: eivil@rmengiuieer.com itEv ELECTRIC VALVE APPROXIMATE LOCATION OF PLANTER BED SCALE: >< - 5 -TEXAS SAGE GREENCLOUD PRIOR TO PLANTING. ®Bv BALL VALVE L___ UNDERGROUDN ELECTRIC ` I APPROXIMATE LOCATION OF » OFFICE - (979) 764-0704 LINE 8" PUBLIC SANITARY > j t I FAX - (979) 764-0704 ® ELECTRICAL TRANSFORMER �- (5 GALLON) @ 4 O.C. w 3. '100% COVERAGE OF GROUND COVER, DECORATIVE PAVING, DECORATIVE ROCK (NOT LOOSE), OR A PERENNIAL ®GM GAS METER SEWER LINE 3 =) TEXAS FIRM REGISTRATION No. F 7 -COMPACT NANDINA � 4 GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWELLS AND DRAINAGE AREAS, THE PARKING LOT SET BACK, O MH MANHOLE `-` "-- -cas- --- -- (3 GALLON} C� 3' O.C. II I APPROXIMATE LOCATION OF RIGHT-OF-WAY, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. Oc•4• CLEANOUT GAS -- I I 24"0 R.C.P. STORM SEWER KERB SURVEYING, LLC 4. ANY ADJACENT PROPERTY AND RIGHT-OF-WAY DISTURBED DURING CONSTRUCTION WILL BE RETURNED TO ITS 4FH FIRE HYDRANT VARIABLE WIDTH P.UE. as ____. Gas ` I I lo�'� _) M_H. EXISTING CONDITIONS OR BETTER. 505 CHURCH STREET (834/637) -cas-__ 8"ss s„ss i M.M. 5'I COLLEGE STATION, TX 77841 ®' TELEPHONE PEDESTAL - ss„s 5. ALL CONSTRUCTION DEBRIS SHALL BE REMOVED FROM THE PROPOSED PARKING ISLANDS PRIOR TO PLACEMENT GAS- OFF: (979) 268-3195 0 Al AREA INLET _ _ --GAS- i I OF TOPSOIL AND PLANTING, INCLUDING CONCRETE, ASPHALT, LIMESTONE BASE MATERIAL, OR COMPACTED JOB -UE- _UE_ _ - - - - - ---------------- leas - -_ FAX: (979) 691-8904 JUNCTION BOX _ - -UE- -UE- -UE- - UE -uE- - _UE_ _ _ _ _ GAS O J.B. -I- - STABILIZED EARTH. o CURB INLET _ _us-LY4��7 ` 29-I�;�S'i`--� _ �- - - - - - - - - - - - - - - - ----- - � - - � fl J:B. u �- -UE- _ - / 6. THE CROWN OF ALL PLANTS SHALL BE SLIGHTLY HIGHER, AFTER SETTL +++++ UES- s o PB FIXED PIPE BOLLARD ++ ++.+ I II - �_` UE -- "' --{JE_ - - _UE- _ _ ( I , THAN ADJACENT SOIL. NG +++++++++++ - -i uE-_ _uE-___ I 5/8 I.R.F. +++++++++++ _ , u j - -'- * * + * + + + .- * li I �� _„ -' _ I 7_ THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING OR A ! DING TOP SOIL, AS NEEDED, FOR THE BUILDING SETBACK LINE �_I. I - ____ + + + + + + + +. + ... ,... I..I .I I . ._ ------ PROPERTY LINE * * * * * + -- li I ii�;i' I ". -. I' . _ . !' _ -� - } } INCLUSION OF THE SOIL AMENDMENTS, AS NEEDED, IN THE PREPARED GRO I ND COVER BEDS. + + + + + + + + .i. '-- "` `' i�� it ! 1 +++++ + ++ !, _,+-��I.Ii_ II�r� ILII II^''Il.Ii _.,li� I. II�IIi I I II �I _ » u - ++++++ + + -------- EASEMENT LINE ` + +'+ +'+' + + �, +�� - ,r � _ ,� � I ' "" !II 'I � - " 5E'i�'I''E ) III �_ ''il�Ir!;�, = ; ;_- 4 I� 1 DOMESTIC METER + + + + + + + + + - - (I �,; i l�l li �I II !I ! = ui i illiIli I �II'IO,_, II I II,� ~II;I !1 - `, I I i = =�' "`� I 1" IRRIGATION METER 8. ALL SINGLE TRUNK TREES ARE TO BE STAKED; HOSE AND GUY WIRES VERLAPPED. P.U:E PUBLIC UTILITY EASEMENT *;*;*.**, '`----_-� I}i it f �Iliij �_..�. -II iii' - 'r, nnITr_ . X111. (I B.L. BUILDING SETBACK LINE **#*****`* // J T II ! I i 8 !'...= I i w/DOUBLE CHECK VALVE MA 2" PI BARK MULCH, AND 13-13-13 / _ I (_ I 9 COVER AREAS TO BE PLANTED. WITH 6" APPROVED ORGANIC TTER, NE - - - - _ SOD -AREAS------ - - - - PROPOSED 1 STORM _ / t- a W SOLID SOD AREAS � ¢ - �, __-_ - v_:,-.___ _ _ � . - _- -_ -- _ ____ -FERTILIZER >AT_--THE--RATE-.OF -5 LBS:/1.00 SQET.. OF BED AREA_ (TIF 419 BERMUDA) ti SEWER - SEE SHEET C1.2 �/ - ® f ++++++ COMMON BERMUDA �W.` +++++ I / 10 P.U.E. I I _ 1- Q l 10. ALL DISTURBED AREAS, NOT DESIGNATED TO BE BLOCK SODDED, SH LL BE SEEDED WITH EITHER BERMUDA (2 + + + r + +++++++++ / 384 346 - W.M I I LBS 1,000 SQ.FT. FROM MARCH 15 TO SEPTEMBER 15 OR BERMUDA R , GRASS MIX 2 LBS/5 LBS. PER 1,000 SEEDED AREAS v2A +++++++++ �/ ( % ) I' J'!III iI I I 4 -BALD CYPRESS SQ.FT.) FROM SEPTEMBER 16 TO MARCH 14. / ( / I ( (30 GALLON} C� J` �*+++*+*+ // PROPOSED TRANSFORMER as *+*****+* PAn - qFF gHFFT f:1 4 I I��� L 125' SPACING 11. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLI G TREES AND SHRUBS THAT WILL MEET + ++ +++ +++ ++++ +++ ++++ ++++ ++++ ++++ ++++ / Vp ++++ + + + + ++ ... +*++ +*+ +++ #+ \ ++ +r 5/8" I.R.F. +*+++ / +*++' ++ #r + S 24°33'25" E 87 72' +++++++++++ +++ + ' +++ r#+ #++## + r + # # - + 2 +�* V +r+r# ##+ r r + ., r+r+ , + + r r + • + + + ++#r t , ++ + FLOODPLAIN AREA I 3,508 SQ.FT. r # + rL ++ + + ++�'�r ++i + + # + + r *+ r r + t+ r r ++r r ((. +r+ri+# .; + +r+r++ + .1 5/8 I.R.F. - __ _ _ 15 x15 CONCRETE _ Y DUMPSTER PAD w/8' HI( \ SOLID. WOOD SCREENING 0 0 0 m PLANTER BED 6 -TEXAS SAGE "GREENCLOUD" (5 GALLON) ® 4' O.C. 11 -COMPACT NANDINAV" (3 GALLON) ® 3' O.C. w N 00 N 24'37'56" W - 318.23' 24' PR.A.E. FENCE & GATES - SEE LOT 9, BLOCK TWO CIVIL SITE NOTE #7 F.S. KAPCHINSKI LOT 18-20, BLOCK FOUR REDMOND TERRACE (CALLED 2.714 ACRES) ZONED: R-1 NOW OR FORMERLY \ S LIPINSKI HOLDINGS, LLC - - - - - - (VOLUME 3783, PAGE 262) LANDSCAPE SCHEDULE SYMBOL NO OF SIZE BOTANICAL COMMON TYPE NOTES POINTS POINTS % COMPLETE PLANTS NAME NAME EACH TOTAL 5 2.1" TO 3.4" TAXODIUM DISTICHUM BALD CYPRESS CANOPY TREE 30 GALLON 25' MIN. SPACING 150 750 I- CALIPER 12 (MULTI -TRUNK) LAGERSTROEMIA CREPE ` MYRTLENON-CANOPY - ORNAMENTAL 15 GALLON (COUNTRY RED) 40 480 `O 4 INDICA TREE NEVER CUT EVERGREEN LEADERS. LEUCOPHYLUM GREENCLOUD / 3' SPACING G 16 5 GALLON FRUTESCENS TEXAS SHRUB (18" HEIGHT) 10 160 15. THE TOP OF ALL ROOT BALLS SHALL BEAR THE SAME RELATIONSHIP TO FINISHED GRADE, AS BORN TO .AASI "GREENCLOUD" SAGE © PREVIOUS GRADE AND GROWING CONDITIONS. CL NAN:DIRA. COMPACTL 3' SPACING I APPROXIMATE LOCATION OF 31 V 3 GALLON DOMESTICA NANDINA SHRUB (18" HEIGHT) 10 310 16. ALL ROOT BALLS REMOVED FROM CONTAINERS SHALL BE SCARIFIED PRIOR TO BACKFILLING. "COMPACTA" ,r • " 2.1 TO 3.4 ULMUS PARVIFOLIA LACEBARK CANOPY . 30--GALLON- GALLON - - U BUFFER s i 7 7 CALIPER SEMPERVIROUS ELM TREE 25 MIN. SPACING 17. THE LANDSCAPE CONTRACTOR SHALL VERIFY EXISTING UNDERGROUNDiUTILITIES PRIOR 9'0 PLANT INST'ALLAT'ION YARD IL 19 > 1.25" ILEX OPACA SAVANNAH (TREE FORM) NON -CANOPY 30 GALLON BUFFER CALIPER SAVANNAH HOLLY TREE I YARD LANDSCAPING REQUIREMENTS SITE AREA METHOD: FRONTAGE TREES: SITE AREA=0.891 acres or 38,812 sqft. PARK PLACE - LOCAL STREET ® 32' 32 = 4 TREES SPC: FLOODPLAIN REMOVAL AREA=3,508 sgft. 127 L.F. FRONTAGE � RED = 4 TREES BUFFER AREA=3,563 sgft.�--� ��},�' REQUIRED = 4 TREES 31,741 sgft. @30 puts./1000 sgfit.: � ,�"' (4 CANOPY & ONON-CANOPY) (31,741/1000 x 30) = 952 Ants. ADDITIONAL STREETSCAPE: CANOPY REQUIREMENTS: PARK PLACE (127 LF. - 65 L.F. Visiblity Triangle) 50% CANOPY TREES: (1,324 x 50%) = 662 pnts. 300 pnts./50 L.F. of frontage: REQUIRED = 662 pnts. (300 x 62/50) = 372 pnts.'� PROVIDED = 750 pnts. TOTAL LANDSCAPE POINTS REQUIRED = 1,324 pnts. TOTAL LANDSCAPE POINTS PROVIDED = 1,700 pnts. (CALLED 0.298 ACRES) ZONED: R-1 NOW OR FORMERLY WATSON, WILLIE V (VOLUME 3783, PAGE 262) 1 SYSTEK COMPUTING LO 1 STORY (MAX. HEIGHT=31'1 ") GROSS AREA = 7,084 SQ.FT. a ! TREE PLANTING NOTES: -1. STAKE ABOVE FIRST BRANCHES- OR _ AS NECESSARY TO" PREVE.,T "''�"""' OF RUBBER HOSES. 2. PLANT SO THAT TOP IS EVEN WITH THE FINISHI 12 GAUGE GALVANIZE[ WIRE ENCASED IN 1"5 RUBBER HOSE 6' METAL "T" POST: (MINIMUM OF 3 PINE .BARK MULCI 2" THICK (MIN. NEW TOPSOI{ w/FERTILIZEF 8" DEEP (MIN., PLANTER BED 5 -TEXAS SAGE "GREENCLOUD" (,5 GALLON) 0 4'( 13 -COMPACT NANDINA (;3 GALLON) 0 3' O.C. [C G 4 PLANTS MUST BE TREE FORM, MAXIMUM 3 TO 5 TRUNKS, AND BE THE MINIMUM SIZE SPECIFIED ON THE PLAN. II 1_ �_ _- AL STRAPPING MUST 22. L US BE CUBA WA -'F -AND REMOVED -:FROM- .ROOT _ B LL .P.R(OR TO _ BACKFIL-LING--P-LANTf NG_ P_1T 1 /2" LR.F• 0D I AND THE TOP 1/3 OF THE BURLAP � MUST BE REMOVED FROM THE ROOT BALL. BUFFER WALL - CENTER OF WALL LOCATED 2.5' I I I G•% 4 23. THE LANDSCAPE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES AND ORDINANCES REGARDING OFF PROPERTY LINE } ( I k LANDSCAPING. BUFFER YARD (NOT INCLUDED N LANDSCAPE CALCULATIONS) 10-LACEBARK ELM GALLON) BOTH MINIMUM SIZE AND SPACING FOR TREE AND ZONJING ORDINANCE COMPLIANCE. FAILURE TO INSTALL PLANT MATERIAL PER THIS PLAN WILL JEOPARDIZE ISSUANCE OF FINAL CERTIFICATE OF OCCUPANCY. PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY ALL LANDSCAPING SHALL BE INSTALLED MARK DATE DESCRIPTION % COMPLETE 4 ( 12. ALL TREES, SHRUBS AND PLANTS SHALL CONFORM TO ACCEPTED ST NDARDS ESTABLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMAN. PRELIMINARY I- I i13. u ALL SAUCERS SHALL BE SOAKED WITH WATER AND MULCHED IMMEDIA LY FOLLOWING PLANTING. NOT ISSUED R W 81d `O 4 14. PRUNING: THIN BRANCHES AND FOLIAGE (NOT ALL END TIPS) BY 1/3, RETAINING NORMAL PLANT SHAPE; NEVER CUT EVERGREEN LEADERS. CONSTR CTI OM 10/6/10 I ( 15. THE TOP OF ALL ROOT BALLS SHALL BEAR THE SAME RELATIONSHIP TO FINISHED GRADE, AS BORN TO .AASI ti © PREVIOUS GRADE AND GROWING CONDITIONS. CL ; 0 I APPROXIMATE LOCATION OF I- 0 018" PUBLIC WATER LINE 16. ALL ROOT BALLS REMOVED FROM CONTAINERS SHALL BE SCARIFIED PRIOR TO BACKFILLING. I I I � M ,� z 17. THE LANDSCAPE CONTRACTOR SHALL VERIFY EXISTING UNDERGROUNDiUTILITIES PRIOR 9'0 PLANT INST'ALLAT'ION IL q AND SHALL BE RESPONSIBLE FOR ANY DAMAGES DUE TO LANDSCAPE OPERATIONS. i I < ; 18. TOPSOIL SHALL BE PROVIDED BY LANDSCAPE CONTRACTOR AND USED FOR BACKFILLING ALL PITS FOR PLANTS. p� L.L ::9i l AVERAGE TOPSOIL MIXTURE SHALL CONSIST OF THREE (3) PARTS GOOD1 GARDEN SOIL, 1/2 PART BED MIX, 1/2 = 4 l PART MANURE OR BONE MEAL, AND ONE (1) POUND LIME PER CUBIC YARD. N 1 19. ALL PLANTS SHALL BE GUARANTEED TO BE IN HEALTHY CONDITION F OR ONE (1) YEAR AFTER ACCEPTANCE BY APPROXIMATE LOCATION OF THE OWNER AND THE CITY OF COLLEGE STATION. I 24 0 R.C.P. STORM SEWER j q 20. ALL PLANT MATERIAL SHALL BE MULCHED WITH A MINIMUM 2" LAYER OF HARDWOOD BARK MULCH (UNLESS I l OTHERWISE SPECIFIED). PROVIDE MINIMUM 10' DIAMETER 'MULCH RING AROUND EXISTING TREES TO REMAIN, TYPICAL. 1 I 21 MINIMUM TREE SIZE AT PLANTING 15 SPECIFIED ON THE PLAN (FOR SINGLE STEM TREES) ALL MUTLI-STEM G 4 PLANTS MUST BE TREE FORM, MAXIMUM 3 TO 5 TRUNKS, AND BE THE MINIMUM SIZE SPECIFIED ON THE PLAN. II 1_ �_ _- AL STRAPPING MUST 22. L US BE CUBA WA -'F -AND REMOVED -:FROM- .ROOT _ B LL .P.R(OR TO _ BACKFIL-LING--P-LANTf NG_ P_1T 1 /2" LR.F• 0D I AND THE TOP 1/3 OF THE BURLAP � MUST BE REMOVED FROM THE ROOT BALL. BUFFER WALL - CENTER OF WALL LOCATED 2.5' I I I G•% 4 23. THE LANDSCAPE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES AND ORDINANCES REGARDING OFF PROPERTY LINE } ( I k LANDSCAPING. BUFFER YARD (NOT INCLUDED N LANDSCAPE CALCULATIONS) 10-LACEBARK ELM GALLON) @ 25' O.C. 9- AVANNAH HOLLY 5 GALLON) CSD 10' O.C. TREE PLANTING N.T.S. l ( II ► l APPROXIMATE LOCATION OF 24. IT IS THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR. TO. ESTABLISH A HEALTHY STAND OF GRASS ON. Li 4" ATMOS GAS LINE ALL SEEDED AREAS. } } I 25. IN THE EVENT THAT PLANTING BEDS AND MULCH ARE REQUIRED, THE LANDSCAPE CONTRACTOR SHALL INSTALL II I BLACK. FABRIC MESH. UNDER THE. MULCH TO PREVENT WEED GROWTH. l I I = 26. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE WI TERING AND THE MAINTENANCE OF ALL - - ( x - n � � kt ({ 4 LANDSCAPED' AREAS UNTIL THE LATER OF: (i) THIRTY (30) DAYS FOLLOWING THE PLANTING OF THE GRASS AND Y x Cn I SHRUBS, OR (n) THE DATE THAT THE FAGLITY OPENS TO THE PUBLIC FOR BUSINESS. W z it 1/8"x4" STEEL. EDGE, _OR SPECIFIED BY OWNER (OPTIONAL, EXCEPT AT CURBS & SIDEWALKS) 4'OR6' 0 w w W c. c U 04. A c M NEW TOPSOIL 6" THICK (MIN.) A Q H Qz n IRRIGATION NOTES:CL Z -I Y o . 1. AN AUTOMATIC TYPE IRRIGATION SYSTEM SHALL BE INSTALLED FOR ALL NEW PLANTED AND LANDSCAPED AREAS. I'- 0 THIS IRRIGATION SYSTEM MUST BE .INSTALLED PRIOR TO ISSUANCE OF CoCS-CERTIFICATION OF OCCUPANCY. H C) I O 2. THE IRRIGATION SYSTEM MUST BE PROTECTED BY EITHER. A PRESSURE �ACUUM BREAKER, A REDUCED PRESSURE Q m PRINCIPLE BACK FLOW DEVICE, OR A DOUBLE CHECK BACK FLOW DEVICE, AND INSTALLED PER CITY ORDINANCE U 2394..r ) W 6 L 0 1- 3. ALL BACK FLOW DEVICES MUST BE INSTALLED AND TESTED UPON INST ELATION AS PER CITY ORDINANCE 2394. W � w m H �" 4_ INSTALLATION. PVC (SCH 40). SLEEVING. SHALL BE COORDINATED WITH THE CONTRACTOR AND ALL SLEEVING Z ) 'r SHALL EXTEND A MINIMUM OF 24" PAST THE CURB OR SIDEWALK WHERE1:'PLICABLE. >_1%., J J �O ow 5. THE CONTRACTOR'S IRRIGATOR SHALL SUBMIT AN IRRIGATION PLAN 10 THE OWNER FOR REVIEW AND APPROVAL. (n J. THE IRRIGATION PLAN SHALL DEMONSTRATE THAT THE IRRIGATION SYSTEM WILL SUFFICIENTLY SUPPLY ALL WATER NEEDS TO THE NEWLY PLANTED LANDSCAPING AND GROUND COVER AND I MEET ALL INITIAL WATERING NEEDS FOR VIABLE ESTABLISHMENT AND GROWTH OF PLANTINGS. 6. THE CONTRACTOR SHALL COORDINATE ALL SLEEVING REQUIRED FOR PUBLIC AND PRIVATE UTILITIES AND IRRIGATION AS DIRECTED BY THE DEVELOPER. 7. THE LANDSCAPE CONTRACTOR SHALL; -INSTALL AN _IRRIGATION ' SYSTEM SUFFICIENT TO MEET LOCAL JURISDICTIONAL REQUIREMENTSOR SHALL BE SUFFICIENT TENT TO PROPERLY IRRIGATE =THE LANDSCAPING AND -GRASS - - - - - AREAS .LOCATED IN THE .FRONT YARD AND SIDE YARDS ADJACENT TO THE PARKING LOT. CLIENT INFORMATION CRAIG & CAROL INVESTMENTS, Ltd. c/o CRAIG PAULL II PINE BARK MULCH 2" THICK (MIN.) 11 z tV FINISH S GRADE T t CALL BEFORE YOU DIG _jL TEXAS ONE CALL SYSTEM 1-800-24 -4545 (AT LEAST 72 HOURS F IOR TO DIGGING) I'MING!!: THE CONTRACTOR IS T4 OCATE ANY AND ALL UTILITIES PRIOR TO CONSTRUCTION AND IS SOLEI1Y RESPONSIBLE FOR ALL DAMAGES TO EXISTING UTILITIES DUE TO 6Y CONSTRUCTION ACTIVITY. 1808 TEXAS AVENUE S., STE.-30 COLLEGE STATION, TX OFF: (979) 695-9955 FAX: (979) 695-994444 EMAIL: CRAIGOSYSTEKMAIL.COM FILENAME: 0335LPlA ( SCALE: 1"=20' SUBMITTED DATE: OCTOBER 6, 2010 DRAWN BY: R.A.M. CHECKED BY: R.A.M. FIELD BOOK: N/A PAGES: N/A RME CONSULTING ENGINEERS CLIENT NO. PROJECT NO 225 0335 ■ SHEET 9 OF 11 II I w }} 1/8"x4" STEEL. EDGE, _OR SPECIFIED BY OWNER (OPTIONAL, EXCEPT AT CURBS & SIDEWALKS) 4'OR6' 0 w w W c. c U 04. A c M NEW TOPSOIL 6" THICK (MIN.) A Q H Qz n IRRIGATION NOTES:CL Z -I Y o . 1. AN AUTOMATIC TYPE IRRIGATION SYSTEM SHALL BE INSTALLED FOR ALL NEW PLANTED AND LANDSCAPED AREAS. I'- 0 THIS IRRIGATION SYSTEM MUST BE .INSTALLED PRIOR TO ISSUANCE OF CoCS-CERTIFICATION OF OCCUPANCY. H C) I O 2. THE IRRIGATION SYSTEM MUST BE PROTECTED BY EITHER. A PRESSURE �ACUUM BREAKER, A REDUCED PRESSURE Q m PRINCIPLE BACK FLOW DEVICE, OR A DOUBLE CHECK BACK FLOW DEVICE, AND INSTALLED PER CITY ORDINANCE U 2394..r ) W 6 L 0 1- 3. ALL BACK FLOW DEVICES MUST BE INSTALLED AND TESTED UPON INST ELATION AS PER CITY ORDINANCE 2394. W � w m H �" 4_ INSTALLATION. PVC (SCH 40). SLEEVING. SHALL BE COORDINATED WITH THE CONTRACTOR AND ALL SLEEVING Z ) 'r SHALL EXTEND A MINIMUM OF 24" PAST THE CURB OR SIDEWALK WHERE1:'PLICABLE. >_1%., J J �O ow 5. THE CONTRACTOR'S IRRIGATOR SHALL SUBMIT AN IRRIGATION PLAN 10 THE OWNER FOR REVIEW AND APPROVAL. (n J. THE IRRIGATION PLAN SHALL DEMONSTRATE THAT THE IRRIGATION SYSTEM WILL SUFFICIENTLY SUPPLY ALL WATER NEEDS TO THE NEWLY PLANTED LANDSCAPING AND GROUND COVER AND I MEET ALL INITIAL WATERING NEEDS FOR VIABLE ESTABLISHMENT AND GROWTH OF PLANTINGS. 6. THE CONTRACTOR SHALL COORDINATE ALL SLEEVING REQUIRED FOR PUBLIC AND PRIVATE UTILITIES AND IRRIGATION AS DIRECTED BY THE DEVELOPER. 7. THE LANDSCAPE CONTRACTOR SHALL; -INSTALL AN _IRRIGATION ' SYSTEM SUFFICIENT TO MEET LOCAL JURISDICTIONAL REQUIREMENTSOR SHALL BE SUFFICIENT TENT TO PROPERLY IRRIGATE =THE LANDSCAPING AND -GRASS - - - - - AREAS .LOCATED IN THE .FRONT YARD AND SIDE YARDS ADJACENT TO THE PARKING LOT. CLIENT INFORMATION CRAIG & CAROL INVESTMENTS, Ltd. c/o CRAIG PAULL II PINE BARK MULCH 2" THICK (MIN.) 11 z tV FINISH S GRADE T t CALL BEFORE YOU DIG _jL TEXAS ONE CALL SYSTEM 1-800-24 -4545 (AT LEAST 72 HOURS F IOR TO DIGGING) I'MING!!: THE CONTRACTOR IS T4 OCATE ANY AND ALL UTILITIES PRIOR TO CONSTRUCTION AND IS SOLEI1Y RESPONSIBLE FOR ALL DAMAGES TO EXISTING UTILITIES DUE TO 6Y CONSTRUCTION ACTIVITY. 1808 TEXAS AVENUE S., STE.-30 COLLEGE STATION, TX OFF: (979) 695-9955 FAX: (979) 695-994444 EMAIL: CRAIGOSYSTEKMAIL.COM FILENAME: 0335LPlA ( SCALE: 1"=20' SUBMITTED DATE: OCTOBER 6, 2010 DRAWN BY: R.A.M. CHECKED BY: R.A.M. FIELD BOOK: N/A PAGES: N/A RME CONSULTING ENGINEERS CLIENT NO. PROJECT NO 225 0335 ■ SHEET 9 OF 11 V) S rl 1H] r COMPUTING is Nickle I on 1713 PARK LOT 6RI, BLOCK TWO F.S. 9 MGF N.T.S.CO G S ATION BRA OS COUNTY T XAS TEXAS A&M Qo�`�� CITY 0 COLLE MARCH 19 9 2012 OVER�L VIEW STA J / w \ R doe` s�. � o n • ;_ .: � ?� ',x;�Y �y'� �% r<� /�f � / f,/� _ R >< \/x a • `/"\ /` !� /'- // !-,� i i' % it /\ i i i , i i i y✓ /�i` '� /y; F.S/KAPCHtNSKI' i /( , �i�iIONF.S. KAPCHINSKIlr�/�I�-SU'D`(\A'S `v, �!v�/ / / ,LOT/BL'OCK LOT 61R1, BLOCK TWO / 1713 PARK PLACE � ��� STANDARD PERMIT NO COLLEGE STATION, TX PLAN KEY CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED BY STATE AND/OR LOCAL REGULATORY AGENCIES FOR RELATED CONSTRUCTION LOCATION � /r'AP. CONTAINED IN THESE CONSTRUCTION DRAWINGS. PERMITS REQUIRED, BUT NOT LIMITED TO, ARE AS FOLLOWS: tl 1V1 CoCS — PLANNING & DEVELOPMENT SERVICES — DEVELOPMENT PERMIT & PAVING, DRAINAGE, & WATER/SEWER INSPECTIONS ���� ��� NOT TO SCALE INDEX OF SHEETS.• COMPLIANCE TxDOT — DRIVEWAY & UTILITY PERMITS CSU — ELECTRICAL SERVICES PREPARED FOR: ATMOS ENERGY — GAS SERVICE SHEET SHEET MAY �j VERIZON & SUDDENLINK — COMMUNICATION SERVICES ��±+ ��33,�� �� yy�� ((''��T � T �-+,�T �+ TCEQ — STORMWATER &PRETREATMENT TEAMS — STORMWATER DISCHARGE CONSTRUCTION ACTIVITIES N0. I.D. DESCRIPTION COLLEGE .l Wo, CRAW tX, C.�i�.lJ1 INVESTMENTS �ST"_`1V T►J � LTD. TAS — ADA REVIEW & INSPECTIONS 1 CO-0 COVER SHEETENGINEERING 1 � � 3 P'ARI�. FLAKE 2 C0.1 GENERAL NOTES - �_- CGLLEGE STATION, TX 77840 3 C1.OA DEMOLITION & EROSION CONTROL PLAN "A" srr4or", 4 C1.1 OVERALL SITE PLAN OFF: (979) 695-9 95S CALL BEFORE YOU DIG 5 C1.2A GRADING & DRAINAGE PLAN "A" F�1h: (979) �9.J-9J`'1"`t TF<Xt�S ONE CALL SYSTEM 6 C1.3A PAVING PLAN „A„ 1-800-245-4545 EM AIL: (AT LEAST 72 HOURS PRIOR TO DIGGING) & 3�l A -: �ra�_ s - _s elm-alla L Vlll IVARNING! 1: THE CONTRACTOR IS TO LOCATE ANY AND ALL UTILITIES 7 C2.1 PAVING DRAINAGE DETAILS . �T PRIOR TO CONSTRUCTION AND IS SOLELY RESPONSIBLE FOR ALL DAMAGES J TO EXISTING UTILITIES DUE TO ANY CONSTRUCTION ACTIVITY. �► A ® AAA A A ea 8 L1.1 LANDSCAPE PLAN PREPARED BY: APPROVED BY: ��~ex 1. THE LATEST EDITION OF THE 2009 B/CS UNIFIED TECHNICAL RME CONSULTING ENGINEERS ,:" •'• �•�• #rt� ,�� SPECIFICATIONS &DETAILS ARE ISSUED FOR THIS PROJECT. 7607 EA►.]'I'1VIARIT DR. ST�+ . 2S2 G77840> , " gQN "'E� * ¢�_ 2. THE FOLLOWING 2009 B/CS UNIFIED STANDARD TECHNICAL �" "•'" •""' % SPECIFICATIONS & DETAILS ARE ISSUED FOR THIS PROJECT. P.O. BOX 9253 �o w 4t F . • -r COLLEGE STATION, TEXAS 77842 �°�� �,�°NA:` N -` � � = RME CONSULTING ENGII 'DATE: PH:(979)764-0704 . CLIENT N0. _ PROJEC RABON A. METCALF, P.E. No. 88583 225 04, FX: (979) 764-0704 RME CONSULTING ENGINEERS EMAIL: civil@rmengineer.com TEXAS FIRM REGISTRATION No. F-4695 cool GENERAL CONSTRUCTION NOTES: EROSION CONTROL NOTES: RAVING NOTES: GENERAL UTILITY NOTES [PRIVATE & PUBLiQ�-_ 1. THE CONTRACTOR SHALL PROMPTLY NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THESE PLANS AND 1. EROSION CONTROL MEASURES SHOWN SHALL BE CONSIDERED THE VERY MINIMAL REQUIRED. _IT SHALL BE THE 1. THE PAVEMENT SYSTEM SHOWN WAS DESIGNED WITH THE AID OF A GEOTECHNICAL INVESTIGATION AND 1. ALL EXCAVATION FOR UNDERGROUND UTILITIES SHALL BE MADE TRUE TO GRADE. EXCAVATION SHALL BE MADE AAr OTHER CONSTRUCTION DRAWINGS OF DIFFERING DISCIPLINES &SPECIFICATIONS. RESPONSIBILITY OF THE CONTRACTOR TO, IMPLEMENT ALL OTHER EROSION CONTROL MEASURES (DIVERSION BERMS, RECOMMENDATIONS PREPARED BY GEOTECH ENGINEERING & TESTING (DATED AUGUST 2010). DUE TO THE PLASTIC MINlMUhA OF SIX IM1ICHES BELOW THE REQUIRED GRADE AND PROVIDE A SAND BED FOR THE PiPthtG. BkGKFILL OVER zu DRAINAGE STRUCTURES. SWALES. ADDITIONAL FENCING. ETC...) NECESSARY TO KEEP THE EXISTING IMPROVEMENTS AND SOILS WITHIN THIS AREA SOME MINOR .DIFFERENTIAL MOVEMENT MAY STILL OCCUR DUE TO SEASONAL SOIL MOISTURE PIPING SHALL BE MADE WITH EARTH OR. FILL SAND, FREE OF DEBRIS, AN.D SHALL BE TAMPED BY HAND OR- 2. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF THE EXISTING UTILITIES DEVELOPMENTS FROM DAMAGE OF ANY KIND DURING ALL PHASES OF DEMOLITION AND CONSTRUCTION VARIATIONS. MECHANICAL MEANS TO THE DENSITY OF THE ADJACENT UNDISTURBED EARTH OR TO 95% STANDARD PROCTOR AS SHOWN ON THESE CONSTRUCTION PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE DENSITY (ASTM D698), WHICHEVER IS GREATER. ALL TRENCHING AND EXCAVATION SHALL BE DONE IN STRICT POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED UPON AS BEING EXACT OR 2. THE SITE OPERATOR, OR HIS REPRESENTATIVE ESTABLISHED BY A LETTER OF DELEGATION, SHALL MAKE A VISUAL 2. THE CONTRACTOR SHALL REFER TO THE 2009 B/CS UNIFIED SPECIFICATIONS & STANDARDS FOR ALL EARTHWORK, ACCORDANCE WITH CURRENT OSHA REQUIREMENTS AND ALL OTHER APPLICABLE SAFETY CODES AND STANDARDS. 7607 EASTMARK DR., STE. 252 <77840> COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO AVOID ALL EXISTING UTILITIES AND REPAIR ANY DAMAGED INSPECTION OF ALL SILTATION CONTROLS AND NEWLY STABILIZED AREAS ON A DAILY BASIS; ESPECIALLY AFTER A PAVING, AND DRAINAGE CONSTRUCTION. TESTING REQUIREMENTS ARE MINIMAL REQUIREMENTS. THE CONTRACTOR POST OFFICE BOX 9253 LINES, AT HIS OWN EXPENSE, WHETHER THE UTILITY IS SHOWN ON THE PLANS OR NOT. THE CONTRACTOR SHALL RAINFALL TO INSURE THAT ALL CONTROLS ARE MAINTAINED AND PROPERLY FUNCTIONING. ANY DAMAGED CONTROLS SHALL PROVIDE ALL TESTING REQUIREMENTS OUTLINED IN THE APPLICABLE UNIFIED SPECIFICATIONS THAT EXCEED 2. MINIMUM BURY OR COVER SPECIFIED IS TO BE MEASURED FROM FINISHED GRADES. WHERE UTILITY LINES EXTEND COLLEGE STATION, TEXAS 77842 NOTIFY THE APPROPRIATE UTILITY COMPANY 48 HOURS PRIOR TO ANY EXCAVATION. THE CONTRACTOR SHALL ALSO SHALL BE REPAIRED PRIOR TO THE END OF THE WORK DAY, INCLUDING RE -SEEDING AND MULCHING OR RE -SODDING, THESE MINIMAL REQUIREMENTS, THE CONTRACTOR SHALL PROVIDE FIVE (5) COPIES OF AN ORGANIZED, BOUND UNDER PAVEMENT, THE BURY OR COVER SHALL BE MEASURED FROM THE BOTTOM OF THE STRUCTURE. EMAIL: civil(alrmengineer.com NOTIFY THE ENGINEER IF DESIGN CHANGES NEED TO BE MADE IN THE FIELD. IF NECESSARY. REPORT ALL ALL TESTING INSPECTION, REPORTS, AND EFFORTS AT THE END OF THE PROJECT. OFFICE - (979) 764-0704 3. UTILITY INSTALLATIONS iN NON-STRUCTURAL AREAS SHALL BE BEDDED AND INITIAL BACKFILL CONSISTENT WITH FAX _ (979) 764-0704 CONTACT INFORMATION: 3. ALL SEDIMENT TRAPPING DEVICES SHALL BE INSTALLED AS SOON AS PRACTICAL AFTER THE AREA HAS BEEN A. SUBGRADE: NON-STRUCTURAL REQUIREMENTS. IN STRUCTURAL AREAS (UNDER FOUNDATIONS, PAVEiviENTS, WALKS, ETC...) THE TEXAS ONE CALL: 800-245-4545 DISTURBED.. ALL SEDIMENT TRAPPING DEVICES SHALL BE CLEANED WHEN THE SEDIMENT LEVEL .REACHES 25% 1. EXISTING TREES STUMPS,AND LARGE TREE ROOT SYSTEMS REMOVED. VEGETATION SHALL BE GRUBBED AND REMOV V A iON UTILITIES SHALL BE BEDDED AND INITIAL BACKFILLED WITH CEMENT STABILIZED SAND. -FINAL BACKFILL IN THESE TEXAS FIRM REGISTRATION No. F-4695 LONE STAR ONE CALL: (800) 669-8344 CAPACITY. SEDIMENT SHALL BE DISPOSED OF BY SPREADING ON SITE OR HAULING AWAY IF NOT SUITABLE FOR FILL. SHALL BE REMOVED AND THETOP 6" OF TOP SOIL AND SUBGRADE SHALL BE STRIPPED FROM THE AREAS COVERED AREAS SHALL BE COMPACTED BY MECHANICAL TAMPING TO STRUCTURAL COMPACTION REQUIREMENTS. TEXAS EXCAVATION SAFETY SYSTEM (DIGTESS): (800) 344-8377 BY THE PROPOSED iMPROVEMEiJTS. CoCS: ELECTRICAL DIVISION - (979) 764-3660 4. DURING CONSTRUCTION, CONTRACTOR SHALL MAINTAIN BEST MANAGEMENT PRACTICE (BMP). SEDIMENT FENCE, 4. REGARDLESS OF ELEVATIONS SHOWN FOR MANHOLE RIMS, CLEAN -OUT COVERS, OR GRATES, THESE ITEMS SHALL KERR SURVEYING, LLC CoCS: WATER &SEWER DIVISION - (979) 764-3435 HAY BALE BARRIERS, OR OTHER SEDIMENT TRAPPING DEVICES SHALL CONTROL ALL STORM WATER LEAVING THE SITE. 2. EXISTING DRAINAGE WAYS THAT ARE TO BE FILLED SHALL HAVE BENCHES EXCAVATED INTO THE SIDE WALLS OF BE PLACED FLUSH WITH THE PROPOSED PAVEMENT ELEVATION AND SLOPE. MANHOLES AND CLEAN -OUTS NOT IN 409 NORTH TEXAS AVENUE BRYAN TEXAS UTILITIES (BTU): ELECTRICAL DIVISION - (979) 821-5865 THE CHANNEL SIDESLOPES PRIOR TO PLACEMENT OF FILL. BENCHES SHOULD BE AT LEAST SIX FEET IN WIDTH WITH PAVEMENT AREAS SHALL BE SET 3" ABOVE THE FINISHED GRADE. BRYAN, TX 77803 VERIZON: BRENDA VAJDOK - (979) 821-4770 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING TEMPORARY EROSION CONTROL MEASURES AS ONE BENCH BEING PLACED VERTICALLY FOR EVERY TWO FEET OF CHANNEL HEIGHT. OFF: (979) 268-3195 ATMOS ENERGY: KIMBERLY WINN - (979) 774-2506 REQUIRED FOR DIFFERENT PHASES OF CONSTRUCTION. EROSION CONTROL MEASURES SHOWN MAY NEED TO BE 5. CONTRACTOR SHALL UNCOVER EXISTING UTILITIES AT ALL "POINTS OF CROSSING" TO DETERMINE IF CONFLICTS FAX: (979) 691-8904 EXXON-MOBILE: MICHAEL HLUZA - (281) 591-372d ADJUSTED TO HANDLE INCREASED OR CONCENTRATED FLOWS CREATED BY VARIOUS STAGES OF THE CONSTRUCTION. 3. PAVING AREAS SHALL BE , PROOF -ROLLED AND, IF REQUIRED AT THE TIME OF CONSTRUCTION, THE CONTRACTOR EXIST BEFORE COMMENCING ANY CONSTRUCTION. NOTIFY THE ENGINEER AT ONCE OF ANY CONFLICT. SEMINOLE PIPELINE: JIM ROLAND - (979) 421-0460 SHALL STABILIZE WEAK AREAS AS DIRECTED BY THE ENGINEER. MITIGATION OF WEAK AREAS MAY INCLUDE OVER 6.. THE CONTRACTOR IS RESPONSIBLE FOR. FILING A NOTICE OF INTENT PRIOR TO COMMENCEMENT OF WORK. AND A EXCAVATION AND BACKFILLING, REPROCESSING TO REMOVE MOISTURE, MODiFICA11ON WITH LIME OR CEMENT ADMIXTURE, 6. THE CONTRACTOR SHALL COORDINATE ALL UTILITY INSTALLATION S0 THAT GRADE CRITICAL ELEMENTS (LE. STORM CITGO GAS: DOUG CLINE - (713) 416-1289 NOTICE OF TERMINATION AT THE COMPLETION OF THE PROJECT TO THE TCE . LAMINATED COPY OF THE OR USING GEOTEXTILES. ENERGY TRANSFER PIPELINE: BENNY LLOYD - (979) 820-5751 -A CONSTRUCTION SITE NOTICE. NOI AND SWPPP, VISIBLE FROM THE PUBLIC RIGHT-OF-WAY. SHALL BE POSTED AT THE DRAIN, SANITARY SEWER, ETC...) DO NOT CONFLICT WITH NON -GRADE CRITICAL ELEMENTS (LE. ELECTRICAL CONDUIT, SUDDENLINK- MIKE LAVENDER - (979) 846-2229 SITE. 4. MATERIAL EXCAVATED ON SITE, EXCLUDING THE TOP 6", MAY BE USED AS A FILL MATERIAL, UNDER PAVEMENT WATER SERVICES, ETC...). 3. CONTRACTOR TO VERIFY ALL UNDERGROUND UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION. 7- PHASE TWO EROSION CONTROL MEASURES SHALL BE IMPLEMENTED IMMEDIATELY AFTER CONSTRUCTION OF THEIR 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_ 7 THE CONTRACTOR SHALL FURNISH ALL MATERIALS, EQUIPMENT, AND LABOR FOR EXCAVATION, BORING, 'k ASSOCIATED IMPROVEMENTS. INLET PROTECTION BARRIERS SHALL BE CONSTRUCTED WITH HAY BALES OR SILT FENCING_ INSTALLATION, BACKFILLING OF UTILITY LINES AND RELATED APPURTENANCES AS SHOWN ON THE PLANS. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING UTILITIES OR SERVICE LINES INLETS LOCATED IN PAVEMENT SHALL BE PROTECTED WITH SAND BAGS, REPLACING THE HAY BALES OR SILT FENCING, 5. FILL MATERIAL SHALL BE PLACED IN EIGHT INCH MAXIMUM LOOSE LIFTS, WITH EACH LIFT WETTED OR DRIED TO A THAT ARE CROSSED OR EXPOSED DURING CONSTRUCTION OPERATIONS. WHERE EXISTING UTILITIES OR SERVICE LINES ONCE THE PAVEMENT IS IN PLACE. EROSION CONTROL MEASURES SHALL BE KEPT IN PLACE UNTIL UPSTREAM MOISTURE CONTENT RANGE OF +2% TO +5% OF THE OPTIMUM MOISTURE CONTENT AND COMPACTED TO A UNIFORM S. THE LOADING AND UNLOADING OF ALL PIPE AND OTHER ACCESSORIES SHALL BE IN ACCORDANCE WITH THE ARE CUT, BROKEN, OR DAMAGED, THE CONTRACTOR SHALL REPAIR OR REPLACE THE UTILITIES OR SERVICE LINE WITH DRAINAGE AREAS ARE FULLY STABILIZED. DENSITY OF 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D698. COMPACTION TESTS, FOR THESE MANUFACTURER'S RECOMMENDED PRACTICES AND SHALL, AT ALL TIMES, BE PERFORMED WITH CARE TO AVOID ANY THE SAME TYPE OF MATERIAL AND CONSTRUCTION OR BETTER; THIS MATERIAL AND WORK SHALL BE AT THE AREAS, SHALL BE VERIFIED BY IN -PLACE DENSITY TESTS FOR EACH LIFT (1 TEST PER 5,000 SQ.FT. OF FILL AREA) DAMAGE TO THE MATERIAL. THE CONTRACTOR SHALL LOCATE AND PROVIDE THE NECESSARY STORAGE AREAS FOR CONTRACTOR'S OWN EXPENSE. 8. THE CONTRACTOR iS RESPONSIBLE FOR REMOVING SEDIMENT CONTROL DEVICES AFTER THE SITE HAS BEEN SEEDED WITH A MiNIMUM OF THREE (3) TEST BEING PERFORMED PER LIFT. MATERIALS AND EQUIPMENT. AND/OR SODDED, AND GROUND COVER HAS TAKEN ROOT. 5. DURING THE EXECUTION OF THE WORK, THE CONTRACTOR SHALL MAINTAIN THE PROJECT SITE IN AN ORDERLY AND 6. THE SUBGRADE SHALL BE MOISTURE CONDITIONED, IF APPLICABLE,. TWO FEET (2') BEYOND THE BACK OF CURB OR 9, CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL CONNECTIONS TO PUBLIC SYSTEMS AND ACCEPTABLE MANNER AS FAR AS PRACTICAL. THE CONTRACTOR SHALL CLEAN AND REMOVE FROM THE PROJECT 9. THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO ENSURE THAT ALL DISTURBED AREAS ARE INSTALLATIONS WITH REGULATORY INSPECTOR. AREA ALL SURPLUS AND DISCARDED MATERIALS, TEMPORARY STRUCTURES, AND DEBRIS OF ANY KIND AND SHALL STABILIZED, DESIGNATED AREAS SHALL BE BLOCK SODDED, AND ALL OTHER AREAS DISTURBED DUE TO EDGE OF PAVEMENT, WHICHEVER IS GREATER, UNLESS OTHERWISE SPECIFIED BY STRICTER REQUIREMENTS. LEAVE THE PROJECT SITE IN A NEAT AND ORDERLY CONDITION. ALL CLEAN UP WILL BE DONE TO THE SATISFACTION CONSTRUCTION SHALL BE HYDRO -MULCHED SEEDED. THESE STABILIZED AREAS SHALL BE SODDED OR SEEDED, 10. THIS PROJECT SHALL BE BUILT BY MEANS OF OPEN CUT EXCEPT AS NOTED ON THE DRAWINGS. CONTRACTOR TO MARK DATE DESCRIPTION OF THE ENGINEER. FERTILIZED, AND WATERED TO ESTABLISH A SOLID GROUND COVER WITHIN 30 DAYS OF COMPLETION, OR IF ACTIVITY 7. COMPACTION TEST, FOR FILL MATERIAL, SHALL BE VERIFIED BY IN -PLACE DENSITY TEST FOR EACH LIFT (1 TEST DETERMINE THE LOCATIONS OF BORE PITS IN .FIELD SUBJECT TO THE .INSPECTOR'S APPROVAL CEASES FOR MORE THAN 14 DAYS. PER 5,000 SQ.FT. OF FiLL AREA) WITH A MiNiMUM OF THREE (3) TEST BEING PERFORMED PER LIFT. 6. CONTRACTOR SHALL COMPLY WITH LATEST EDITION OF OSHA REGULATIONS ,AND THE STATE OF TEXAS LAWS 11. ALL BORES SHOWN, UNLESS OTHERWISE NOTED, SHALL BE "DRY". SUBSTANTIALLY CONCERNING EXCAVATION-. 10. WHEN HYDROMULCH IS REQUIRED, CONTRACTOR SHALL KEEP MULCH MOIST AFTER INSTALLATION AND UNTIL AREA B. STABILIZED SUBGRADE:Am Aft a 1011% SHOWS GROWTH. 1. SUBGRADE MATERIAL, UNDER PAVEMENT STRUCTURES, CONSISTING OF GRANULAR SOILS WITH A LOW PLASTICITY 12. STRUCTURAL BACKFILL WILL BE REQUIRED FOR ALL EXCAVATION WITHIN FIVE (5) FEET OF PUBLIC ROADWAY nnrLEOWN TE 7. A COPY OF THE APPROVED CONSTRUCTION DRAWINGS MUST BE KEPT ON SITE AT ALL TIMES THROUGH OUT THE (PI<7) SHALL BE STABILIZED, TO A DEPTH OF 6" UNDER THE PROPOSED PAVEMENT, WITH TYPE 1 PORTLAND CEMENT PAVEMENTS OR WALKS. ENTIRE DURATION OF CONSTRUCTION OF THIS PROJECT. CONTRACTOR SHALL MAINTAIN A SET OF REDLINE DRAWINGS, 11. EROSION CONTROL MEASURES SHALL BE IMPLEMENTED PRIOR TO ANY EXCAVATION OR DEMOLITION WORK. (APPROXIMATELY 47. BY WEIGHT). ISSUED FOR RECORDING AS -BUILT CONDITIONS DURING CONSTRUCTION. THESE REDLINE MARKED UP DRAWINGS WILL BE SUBMITTED 13. THE CONTRACTOR SHALL COORDINATE ALL SLEEVING REQUIRED FOR ON -SITE UTILITIES AND IRRIGATION SYSTEMS. TO THE DESIGN CONSULTANT WHO WILL MAKE THE CHANGES ON THE ORIGINAL TRACINGS, LABELING EACH SHEET IN 2. SUBGRADE MATERIAL, UNDER PAVEMENT STRUCTURES, CONSISTING OF CLAYEY SANDS, SANDY CLAYS AND CLAYS CONSTRUCTION THE SET AS "RECORD DRAWINGS", AND RETURNING SAME TO THE CITY ENGINEER. OF INTERMEDIATE PLASTICITY (7<Pi,-_2O) SHALL BE STABILIZED, TO A DEPTH OF 6" UNDER THE PROPOSED PAVEMENT, 14. CONTRACTOR SHALL MARK ALL SERViCE LEADS WiTH A METAL "T" POST, PAINTED BLUE FOR WATER AND GREEN DEMOLi1ION NOTES: WITH EQUAL RATIOS OF LIME AND FLY ASH (APPROXIMATELY 3% EACH BY WEIGHT). FOR SEWER-, BURIED A MINIMUM OF 3' INTO THE GROUND. 3/1 f12 8. 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 3. SUBGRADE MATERIAL, UNDER PAVEMENT STRUCTURES, CONSISTING OF CLAYS OF HIGH PLASTICITY (PI>20) SHALL 15. ALL LIDS FOR PRIVATE SANITARY SEWER MANHOLES, GREASE TRAPS, SAMPLING WELLS, AND OIL/SAND AND WORKMANLIKE MANNER T PRE INJURIES, 0 VENT N URIES, DURING AND AFTER WORKING HOURS UNTIL PROJECT COMPLETION. 1. ULMULIITUN Uh LXISIING SIRUCIURLS AND IMPRUVLMLNIS SHALL INCLUDE ALL WORK CONTAINED ON iHESE BE STABILIZED TO A DEPTH OF .6 UNDER THE PROPOSED PAVEMENT, EN WITH TYPE A HYDRATED LIME (APPROXIMATELY " SEPERATORS SHALL NOT HAVE LABELING SAYING CITY OF COLLEGE STATION". CONSTRUCTION DRAWINGS PLANS, BUT SHALL NOT BE LIMITED TO THE ITEMS SPECIFICALLY IDENTIFIED. ANY MATERIALS TO BE DEMOLISHED OR 6% BY WEIGHT). ISSUED PRIOR TO THIS 9. CONTRACTOR SHALL SAW CUT REMOVE AND REPLACE CONCRETE PAVEMENT, CURB AND GUTTER AS REQUIRED TO 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 DATE ARE REPLACED BY CONSTRUCT PROPOSED IMPROVEMENT(S)• SYSTEMS, OLD- PIPES; ETC... THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY ADDITIONAL ITEMS THAT 4. STABILIZED MATERIAL SHOULD BE ROTARY TILLED TO PROVIDE A HOMOGENEOUS MIXTURE THAT MEETS THE THIS SET &SHOULD NOT REQUIRE DEMOLITION, NOT IDENTIFIED ON THIS PLAN, PRIOR TO REMOVAL. GRADATION REQUIREMENTS SPECIFIED IN THE TxDOT, (JUNE 1, 2004) STANDARD SPECIFICATIONS FOR CONSTRUCTION 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PAY FOR AND OBTAIN ALL REQUIRED PERMITS AND AND MAINTENANCE OF HIGHWAYS, STREETS & BRIDGES, ITEM NO. 260 FOR LIME TREATMENT AND ITEM NO. 265 FOR BE USED F INSPECTION APPROVALS FOR ALL WORK SHOWN. 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO STAGE AND SEQUENCE ALL DEMOLITION WORK WITH FLY ASH. C.ONS'i`RUC.+-i-I 11. PROPERTY RIGHT-OF-WAY THE ENGINEER & UTILITY COMPANIES TO PROVIDE MINIMAL INTERRUPTION AND INCONVENIENCE OF UTILITY SERVICES i��, ANY ADJACENT AND DISTURBED DURING CONSTRUCTION WILL BE RETURNED TO THEIR AND SUCH SEQUENCE AND STAGING OF WORK SHALL BE APPROVED BY THE ENGINEER PRIOR TO COMMENCEMENT OF 5. STABILIZED MATERIAL OR FILL MATERIAL SHALL BE PLACED IN EIGHT INCH MAXIMUM LOOSE LIFTS, WITH EACH LIFT ,,,►s EXISTING CONDiTi01IS OR BETTER. WORK WETTED OR DRIED TO A MOISTURE CONTENT RANGE OF 0% TO 13% OF THE OPTIMUM MOISTURE CONTENT AND.;k4s COMPACTED TO A UNIFORM DENSITY OF 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D698. v �� 12. ALL WORK WITHIN THE COUNTY OR CITY RIGHT-OF-WAY SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE 3. DEMOLISHED SURPLUS MATERIAL SHALL BE LEGALLY DISPOSED OF OFF -SITE. •. 0 STANDARDS AND SPECIFICATIONS AS TO THE INSTALLATION AND EROSION CONTROL PROTECTION. 6. THE SUBGRADE SHALL BE STABILIZED ONE FOOT (1') BEYOND THE BACK OF CURB OR EDGE OF PAVEMENT, -•� B_.. A. ME.. F 4. ALL PAVEMENT EDGES, BOUNDING THE CONSTRUCTION AREA & MATCHING WITH NEW .CONSTRUCTION, SHALL BE WHICHEVER IS GREATER, UNLESS OTHERWISE SPECIFIED BY STRICTER REQUIREMENTS. _ --•----..... i 13. ALL EXPOSED DIRT SURFACES SHALL BE SEEDED/HYDROMULCHED. YARDS WITH SODD SHALL BE RESODDED TO NEATLY SAW CUT, UNLESS GRAVEL. FLEXIBLE PAVEMENT SHALL BE SAW CUT A MINIMUM OF 24' BEYOND ANY d 86 83 0 -o THE SAME CONDITIONS OR BETTER. PROPOSED STRUCTURES. 7. COMPACTION TEST, FOR STABILIZED MATERIAL, SHALL BE VERIFIED BY IN -PLACE DENSITY TEST FOR EACH LIFT (1 C 14. PROPOSED SIGNS, OR THOSE WHICH REQUIRE RELOCATION, SHALL BE DONE TEST PER 5,000 SQ.FT. OF FILL AREA) WITH A MINIMUM OF THREE (3) TEST BEING PERFORMED PER LIFT. - 1N ACCORDANCE TO THE FOLLOWING 5 THE CONTRACTOR SHALL CLEAR ALL RIGHT-OF-WAYS AND EASEMENTS CONTAINED IN THESE CONSTRUCTION STANDARDS: SMD (GEN)-02 & SMD (SLIP-1)-02 THRU SMD (SLIP-3)-02. DRAWINGS. C. PORTLAND CEMENT CONCRETE: 1. ALL CONCRETE, UNLESS OTHERWISE SPECIFIED, SHALL BE 4.5 SACK MIX WITH A MINIMUM COMPRESSIVE STRENGTH 15. THE TEXAS UNIVERSAL TRIANGULAR SLIP BASE SIGN SUPPORTS WILL BE REQUIRED FOR ALL SIGNAGE WITHIN 6. THE CONTRACTOR SHALL FIELD VERIFY AND LOCATE ALL EXISTING UTILITIES ON SITE PRIOR TO DEMOLITION. OF 3,500 PSI AT 28 DAYS. z RIGHT-OF-WAY. 0 ? THE CONTRACTOR SHALL PERFORM DEMOLITION ACTIVITIES AS NOTED AND SHOIAN ON THESE PLANS AND AS 2. ALL CONCRETE SHALL BE PROPERLY VIBRATED WHEN PLACED AND NOT RAKED A DISTANCE GREATER THAN TEN 16. THE CONTRACTOR SHALL NOT CREATE A DIRT NUISANCE OR SAFETY HAZARD IN ANY STREET. THE PAVEMENT DIRECTED BY THE OWNER/DEVELOPER. (10) FEET. /� V J SHALL BE CLEANED DAILY_ 17. ADEQUATE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION AND ANY DRAINAGE DITCH OR 8. 1T SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ANY PERMITS AND PAY ANY FEES REQUIRED 3. THE CONTRACTOR SHALL FOLLOW THE GENERAL INTENT OF THE JOINT PLANS SHOWN. JOINT SPACING SHALL NOT Q STRUCTURE DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO EXISTING CONDITIONS OR BETTER. FOR DEMOLITION AND DISPOSAL FROM THE APPROPRIATE AUTHORITIES. 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. 9. THE CONTRACTOR SHALL INSTALL ALL EROSION AND SEDIMENT CONTROL DEVICES, AS SHOWN ON THE SWPPP, ZO 18. THE CONTRACTOR SHALL COORDINATE ALL FENCE REMOVAL AND REPLACEMENT WITH THE DEVELOPER. PRIOR TO COMMENCING DEMOLITION WORK. 4. EXPANSION JOINTS SHALL NOT EXCEED A MAXIMUM SPACING OF 60' AND SHOULD NOT BE PLACED THROUGH THE W 19. THE CONTRACTOR AGREES TO REPAIR ANY DAMAGE TO THE PUBLIC RIGHT-OF-WAY IN ACCORDANCE WITH THE MIDDLE OF AREA INLET OR JUNCTION BOXES LOCATED IN THE PAVEMENT. ALL AREA INLETS OR JUNCTION BOXES, > STANDARDS OF THE APPLICABLE REGULATORY AGENCY. 10. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UTILITIES THAT ARE TO REMAIN IN PLACE. LOCATED IN PAVEMENT AREAS, SHALL BE INSTALLED WITH ISOLATION JOINTS BETWEEN THE STRUCTURE AND THE Q 0 m X PAVEMENT. w 11 THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO AVOID UNNECESSARY DAMAGE TO ANY EXISTING ROAD LO.I - 20. THE CONTRACTOR SHALL PROTECT ALL MONUMENTS, IRON PINS, AND PROPERTY CORNERS DURING CONSTRUCTION. SURFACE. 5 ALL JOINTS SHALL BE SEALED WITH SONOBORN SONOLASTTC SL1 OR AP Z V ! , PRIVATE UTILITY NOTES: 1. THE CONTRACTOR SHALL INSTALL THE PROPOSED PRIVATE UTILITY LINES IN ACCORDANCE WITH LOCAL CODES, LATEST NATIONAL PLUMBING CODE AND ALL APPLICABLE STATE AND LOCAL LAWS. OTHER PRIVATE OR PUBLIC UTILITIES SHALL BE INSTALLED IN ACCORDANCE WITH THE UTILITY COMPANY'S SPECIFICATIONS. SHOULD THESE DRAWINGS AND SPECIFICATIONS DIFFER WITH OTHER UTILITY COMPANY'S SPECIFICATIONS, THE STRICTER OF THE TWO SHALL APPLY. 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PAY FOR AND OBTAIN ALL REQUIRED PERMITS AND INSPECTION APPROVALS FOR ALL WORK SHOWN. 3. THE CONTRACTOR SHALL COORDINATE ALL INSTALLATIONS OF SERVICES LINES, CONDUIT, METERS, ETC... WITH THE APPROPRIATE UTILITY COMPANY. 1. ALL PRIVATE 12" - 48" STORM SEWER PIPE, EXCEPT AS NOTED, IS TO BE CONSTRUCTED OUT OF HDPE (DR 21) PIPE CONFORMING TO ASTM F-714 AND HAVING A MINIMUM PIPE STIFFNESS OF 46, 2. ALL PUBLIC STORM SEWER PIPE, EXCEPT AS NOTED., IS TO BE CONSTRUCTED OUT OF REINFORCED CONCRETE PIPE (RCP), ASTM C76, CLASS III WITH RUBBER GASKETED PROFILE CONFORMING TO ASTM C443. 3. CONTRACTOR SHALL PROVIDE A MINIMUM OF 12" (TWELVE INCHES) CLEARANCE AT STORM SEWER AND WATER LINE CROSSINGS, AND A MINIMUM OF 6" (SIX INCHES) AT STORM SEWER AND SANITARY SEWER CROSSINGS. 4. UNLESS OTHERWISE SPECIFIED, THE CONTRACTOR SHALL INSTALL ALL HDPE IN ACCORDANCE WITH THE TRENCH DETAIL CONTAINED IN THESE CONSTRUCTION DRAWINGS. ALL RCP SHALL BE INSTALLED IN ACCORDANCE WITH B/CS STANDARD DETAIL D3-02. 5. WHEN TOP OF CURB ELEVATIONS ARE SHOWN, THE CURB HEIGHT IS 6" UNLESS OTHERWISE SPECIFIED. 6. THE CONTRACTOR SHALL FOLLOW THE GENERAL INTENT OF THE GRADING PLANS. MINOR ADJUSTMENTS TO ACTUAL ELEVATIONS SHOWN ON THE GRADING PLAN MAY BE REQUIRED TO MATCH EXISTING GROUND ELEVATIONS & STRUCTURES. 7. SLOPES BETWEEN PROPOSED CONTOURS SHALL BE 6:1 (MAXIMUM')UNLESS OTHERWISE SPECIFIED (DO NOT SCALE). 8. ADEQUATE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION AND ANY DRAINAGE DITCH OR STRUCTURE DISTURBED DURING CONSTR.UCTi.ON 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. ft uj see < it- z z 10 `� U 0 0- W CL Yin _ �Y//II O 1.L O i Z t.t.6 Cr) 0' W 0o z PO Ld Y cn Wry F- V_ _j U m J11. 0 co 0 0 O J y Li F_ W Cr� CLIENT INFORMATION CRAIG & .CAROL INVESTMENTS, LTD. c/o CRAiG PAUL 11713 PARK PLACE COLLEGE STATION, TX 77840 CRAIG@SYSTEKMAILCOM PH: (979) 695-9955 F.X.- (979) 695-9944 FILENAME: 0451 CV1 A I SCALE: N/A SUBMITTED DATE. 2/l/12, 3/19/12 DRAWN BY: R.A.M. CHECKED BY: R.A.M. FIELD BOOK: N/A PAGES: N/A RME CONSULTING ENGINEERS CLIENT NO. PROJECT NO. 225 - 0451 AMW--�_ 0ml SHEET 2 OF 8 0 10 20 SCALIC; 1" = 10' LOT 18-20, BLOCK FOUR REDMOND TERRACE (CALLED 2.714 ACRES) ZONED: R-1 NOW OR FORMERLY S LIPINSKI HOLDINGS, LLC (VOLUME 3783, PAGE 262) / / . / 56 .00 !� VARIABLE WIDTH -� DRAINAGE EASEMENT / (268/795) �GRAPICALLY MAPPED' / ' ///�� I ,p �00-YR FLOODPLAIN & / FLOOgAY (<ONE.AE-)" / / dm (SEE -CIVIL SITE -NOTE #1) /� CONTRACT SHALL PLACE SILT O FENCING UNTIL ADEQUATE / io MEASURES ARE IN PLACE TO KEEP '"� _ 10 f, s '� / /� __ '� / / ,� / SILT FROM DISCHARGING INTO CREEK OR ONTO ADJACENT - / $$ e► '' `/ -��' / / PROPERTY (DO NOT ENCROACH - -� 000 P WIDOHEDRAIIJRAGEL� -� / INTO FLOODPLAIN/FLOODWAY) o •/�/' / / �/ -/ '/ EA -SEMEN APPROXIMATE LIMITS OF HYDRO -MULCH SEEDING CONCRETE WASH OUT AREA ��- (1,370 SQ.FT.) I (PLACE AS REQUIRED) i --'" /' / /. 1 j2„ I.R.F. + + + r _++ : i. 1 + + - - + + t + + F t + + f 5/8" I.R.F.\ % / f/' / — / / —r F +<+ F++i �iT + + ++ / j -i ./'/ !fl i// �- ill "MS _ 4 + + + + , �� Ir ✓ ' / _V +F F 1 ++++++++;+ /! T F + r i + +k + + + ++++j T + +y+ + F4+ + , 5/8 I.R.F. r /+ r //i �( + + + + + + + + + +I+++ + + if + / �k + +T+ 10' P.U.E. (279/431) 0000"llp + + ++4+ + + + + + / + + + + + + a- + + + + IPB 10' P.U.E. +F+ ++++ L.P. ' + + } + 77 i F h } F r F-1 I TYPICAL INLET PROTECTION + tr + `++ BARRIER - PLACED AT �+�++++ „ ALL INLETS UNTIL GROUND ++++++++ to COVER HAS BEEN %+ +++++Ai- 4 DETENTION �' _ - ESTABLISHED ++}+.F++ +-FT-FAl m FACILITY % + + _-- `` ++}+�F+}+++++}I N + +} + -k .t + .k + + } i- +I % 289 / SAW + EXISTING CURB & CUT & REMOVE ++ +F+T+++i } W + / / }/ PAVEMENT - AS REQUIRED \ ( + I- k z 290 +1+ SAW CUT &REMOVE . f — -� :. y . ;- � � l J, ++.k + -kii-1 j EXISTING CURB F F'k>� a.+l AS REQUIRED 00 14) — I 1 to OBLITERATED r? OBLITERATED I EXISTING PARKING LOT 9, BLOCK TWO rf N t STRIPE 6" CONCRETE PAVING F.S. KAPCHINSKI z / 24 PRIVATE CROSS (CALLED 0.298 ACRES) .1 ACCESS EASEMENT — -- i♦ ZONED: R-1 f----(991a�126r 293— j i } r � � / ! / NOW OR FORMERLY WATSON, WILLIE V (VOLUME 3783, PAGE 262) CABLE/TV I 15.00 PEDESTAL [UFFER. YARD. I1 I i rf I � I--j---I--------) 6' W,�LK. � - - - - -- I i-------- -, a.B, I 1/2" I.R.F. / I I LOT 1 R, BLOCK TWO F.S. KAPCHINSKI (CALLED 2.616 ACRES) ZONED: C-1 NOW OR FORMERLY MCCRORY, DON B -UME 3783, PAGE 262) PLAN NOTES: 1. REFER TO SHEET CO.1 FOR EROSION, DEMOLITION, AND MISCELLANEOUS CONSTRUCTION NOTES. 2. REFER TO SHEET C2.1 FOR GRADING, DRAINAGE & MISCELLANEOUS DETAILS. 3. REFER TO SHEET L1.1 A FOR ADDITIONAL SEEDING AND SODDING REQUIREMENTS. T.B.M. #1~ SQUARE CUT IN BACK OF CONCRETE CURB ON THE SOUTH SIDE OF PARK PLACE DIRECTLY ACROSS FROM THE SUBJECT PROPERTIES' SOUTHWEST PROPERTY CORNER. (ELEV.=296.57'-NAD 83) EROSION CONTROL LEGEND FF FILTER FABRIC FENCE (REINFORCED FFF MAY BE REQ'D) RFB REINFORCED FILTER FABRIC FENCE SC STABILIZED CONSTRUCTION ENTRANCE IPB INLET PROTECTION BARRIER (PH 2) RF01 ROCK FILTER DAM (TY 1), SEE TxDOT STANDARD EC(2)-93 SIDESLOPE EROSION CONTROL HYDRO -MULCH SEEDED EXISTING GRADE !I Q W a0 O rz x 1f coD m SYMBOL & LINE LEGEND 0 POWER POLE LIGHT POLE GUY WIRE ANCHOR Dam WATER VALVE Owl WATER METER ®E+ ELECTRICAL TRANSFORMER ®r,m GAS METER o lH MANHOLE ®C.O. CLEANOUT 411l FIRE HYDRANT NT' TELEPHONE PEDESTAL RE Al AREA INLET OB JUNCTION BOX 0-4AL AREA LIGHT (GROUND) . PB FIXED PIPE BOLLARD CURB INLET — - — BUILDING SETBACK LINE ------- PROPERTY LINE -------- EASEMENT LINE P.U.E. PUBLIC UTILITY EASEMENT CALL BEFORE YOU DIG TEXAS ONE CALL SYSTEM 1-800-245-4545 (.,AT LEAST 72 HOURS PRIOR TO DIGGING) WARNING!!: THE WN"IRACTOR IS TO LOCATE ANY ffil ,ILL UTILITIES PRIOR TO CONSTRUCTION AND IS SOLELY RESPONSIBLE FOR ALL DAMAGES TO EXISTING UTILITIES DUE TO ANY CONSTRUCTION ACTIVITY. METAL "T" POST WIRE MESH FENCE (ATTACHED TO POST) FILTER FABRIC (ATTACHED TO WIRE FENCE) DETAIL $$A$$ nE SILT FENCE TOGETHER AT JOINTS MTH NYLON CORD COMPACTED FILL GROUND 3' LONG METAL "T" 24" HIGH SILT FENCE, AS 0 10' SPACING MANUFACTURED BY SILT O.C. (MAX) STOP OR EQUIVALENT EXISTING GROUND -\ /� ~� COMPACTED FILL {.1__�_ 1 j SEE DETAIL "A"` (DOWNSTREAM.) 1 _/WIRE & SILT FENCE BURIED 6" BELOW GRADE (UPSTREAM) SIDE VIEW SILT FEN CI N N.T.S. GEOTEXTILE BAGS FILLED WITH SAND OR GRAVEL TO ANCHOR PLASTIC LINER z 1 � PLASTIC 8" MIN LINER 1 F�M EXISTING SUBGRADE VARIABLE WIDTH P.UE. Ah n- (1834/637) VH O G 1 NOTE: INSTALL ALL EROSION CONTROL MEASURES IN ACCORDANCE WITH B/CS STANDARD DETAIL SWPP1-03 8' MIN. CRUSHED ROCK RUMBLE, ELEVATION VIEW WASTE MATERIAL OR COMPACTED WASTE SUBGRADE TOP 18" MIN 8'x8' BOTTOM PIT AREA. (MIN.) EXPAND AS NEEDED Q- I— GEOTEXTILE BAGS FIL-ED WITH SAND OR GRAVEL TO ANCHOR. PLASTIC U14ER TOP IEWED OR . .MPLIANCE PLAN VIEW my 51201Z 0/v NCRETE WASHOUT COLLEGE i' T b N.T.S. ENGINEERING F R 607 EASTMARK DR., STE. 252 <77840> OST OFFICE BOX 9253 :OLLEGE STATION, TEXAS 77842 ;MAIL: civil(armengineer.com )FFICE - (979) 764-0704 AX - (979) 764-0704 'ERAS FIRM REGISTRATION No. F-4695 KERR SURVEYING, LLC 409 NORTH TEXAS AVENUE BRYAN, TX 77803 OFF: (979) 268-3195 FAX: (979) 691-8904 MARKI DATE I DESCRIPTION . BGN A. METC F •0 �� 88 83 eota o Z 0 w _ O1J Q- x LEI 0 X YX x z Li 1 ~ F— V w CD Z Y<Z YZ 0 < 0 .0 IlV) CL o z Y Imo— a Q 1_Q p U m 0 V�W O0 J ry Z�W m<- L i F— ��� (00 3 CL �0 l v O 0 F— 0 1- Cn LaJ �— ® Vt CLIENT INFORMATION CRAIG & CAROL INVESTMENTS, LTD. c/o CRAIG PAUL 11713 PARK PLACE COLLEGE STATION, TX 77840 C RAI G@ SYSTE K MA I L. C O M1 PH: (979) 695-9955 FX: (979) 695-9944 FILENAME: 0451EClA I SCALE: 1"=10' SUBMITTED DATE: 2/1/12, 3/19/12 DRAWN BY: R.A.M. CHECKED BY: R.A.M. FIELD BOOK: N/A PAGES: N/A RME CONSULTING ENGINEERS CLIENT NO. PROJECT NO. 225 0451 ISO SHEET 3 OF 8 LOT 1R, BLOCK TWOI PLAN F.S. KAPCHINSKI w (CALLED 2,616 ACRES) NORTH 1 /2" I.R.F. I ` Z CO 1 /2" I.R. f( ZONED: C-1 2 0 Ll- o S 21 • ' ' L RASE TWO DEVELOPMENT I I NOW OR FORMERLY Q = o �- MCCRORY, DON B I w f- co AREA .(9,648 SQ.FT.) (VOLUME 3783, PAGE 262) I °� p w _ T ?.5' B G. LV SETBACK ORIGINAL PHASE ONE - 0 20 40 BOUNDARY LINE - `- -- --_ _ _ rl VARIABLE WIDTH P_UE. GRAPHtCA Y MAPPED � CABLE/TV �� M.H. 100-YR LO DPLAIN' & PEDESTAL (1834/637) 10' P.U.E. SCALE: 1" = 20' FLOODW Y ONE AE - PROPOSED PAVEMENT 8c �._ (279/431) }L L.P. :}, EXISTING WOOD (SEE CIVIL TE OTE #1) , PARKING AREAS p -` -` � FENCE ( .O J.B. v J.B. FE 287.50' g R.F. '� --'® S 21.47'47� E 297. • 10' P.U.E. \ T (384/346) P.P. _ 5/8" I.R.F. _ J.B. TYPICAL WIDE a �: i 4 7.5 BLDG. SETBACK PAINTED STRIPING, _ 4 . --��- ----- _______- re, C.O. PROPOSED 6 O (WHITE) as 35� _ =°•4' 34 '.. 23 -- _ oo I C.O.'- PUBLIC ACCES \ \ ' .�[p. ° .° a •° . ; a O ° j-4=N4 - - -✓ EASEMENT4d O E.M. da_ O 'P.P. rr WM 3. 00' ° : d Q I I I ( D.C.V. © L i •` ? ( I- C9 \ N m X d ° ° I PROPOSED 4'x4' L_ o • ; a ° o o TRANSFORMER \ Or I ( I ELECTRICAL i W.M Z , A.ta °. : .x x O I EASEMENT PAD I ca ., \ \� : c� W! a a d 24.00' o--I- -----I ( P.P. rL W a °.1a Ae, -I- L j O a.4a : a :a I I SYSTEEEEE-C'OMPUTiNG Q ca ' �Z 4 --- \ \ I • 68 - 39 ; �d' :d •" '.'' cn � I - T - - Q � �' r �' � p 4 1- STORY AXE 1 0, (21 y�iIT-35'6") I "' .j ti -� I I GROSS AREA = 7,084 $Q.FT. ( 1 I 0 3 - - - - - I IFC CONSTF�UCTION TYPE = HB I = Q \ \ ° OD W rl I 00 w I 366 w N7I1/ �a U 1' BAY FRONT LOADING DUMPSTER R�$;a 4 . - °� ( ( ( I I Q 4o Q oQ PAD w/8 HIGH SCREENING WALL a. _ d.. I 1 •� (MATCH FACADE' OF BUILDING) & 4 : 4 a . ,b C• ( I 16 ! '- -! - -'- -' f i 6i WALK ! _l-� 2-6' PANEL STEEL GATES - SEE s ( I{ I I I I I I w 4, �. CIVIL SITE NOTE #6 12 5'° N I - 115 REG. SPC (91'x18') 2 H/ =142. O' a ( \ I 972Q. v� ' SFT . L i ao 15 O SQ.FT.Cd PROVIDE 12'-0" MINIMUM \ DETENTION FIRE LA E CLEARANCE (BOTH DIRECTION) IN FACIL►TY THE INTERIOR OF THE DUMPSTER \ 8 I o 6" CONCRETE PAD - SEE DETAIL SHEET C2.1 ,� -� � W PAVING 0 �Ld r PROPOSED VARIABL� C' 0 41 -D FIRE LANE \ W DTH DRAINAGE EA EMENT n - co \ _Cp-� \ N 7.5' BLDG. SETBACK N 24'375fi W - 31 5/8" I.R.F.FIRE LANE \ STRIPING LOT 18-20, BLOCK FOUR \ LOT 9, BLOCK TWO REDMOND TERRACE (CALLED 2.714 ACRES) \ i VARIABLE WIDTH F.S. KAPCHINSKI RAIN.AGE EASEMENT (CALLED 0.298 ACRES) ZONED: R-1 \ (268/795) ZONED: R-1 NOW OR FORMERLY \ NOW OR FORMERLY S LIPINSKI HOLDINGS, LLC (VOLUME 3783, PAGE 262) \ WATSON, WILLIE V \ - - - - - - - - - - (VOLUME 3783, PAGE 262) - - CIVIL SITE NOTES: 1. A PORTION OF THIS SITE LIES WITHIN THE 100-YEAR FLOODPLAIN & FLOODWAY (ZONE AE) AS GRAPHICALLY DEPICTED FEMA LOMR CASE No. 07-06-0546P WITH AN EFFECTIVE DATE OF JULY 11, 2008_ 2. ALL ROOF & GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 150 FEET OF THE SUBJECT LOT, MEASURED FROM CALL BEFORE YOU DIG A POINT FIVE FEET ABOVE THE GRADE. THIS SCREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE. TEXAS ONE CALL SYSTEM 3. ENHANCED PAVING FOR CONCRETE SIDEWALKS SHALL CONSIST OF EITHER BRICK PAVERS OR STAMPED CONCRETE. COLOR 1-800-245-4545 AND PATTERN SHALL BE DETERMINED BY THE OWNER, BUT GREY OR NATURAL CONCRETE COLORS ARE NOT PERMITTED. (AT LEAST 72 HOURS PRIOR TO DIGGING) WARNING!!: THE CONTRACTOR IS TO LOCATE ANY AND ALL UTILITIES 4. WHEN BUILDING SETBACKS AND EASEMENT LINES OVERLAP ONLY THE EASEMENT LINE IS SHOWN. PRIOR TO CONSTRUCTION AND IS SOLELY RESPONSIBLE FOR ALL DAMAGES 5. 100% COVERAGE OF GROUND COVER, DECORATIVE PAVING, DECORATIVE ROCK, OR A PERENNIAL GRASS IS REQUIRED IN TO EXISTING UTILITIES DUE TO ANY CONSTRUCTION ACTIVITY. PARKING LOT ISLANDS, SWELLS AND DRAINAGE AREAS, THE PARKING LOT SET BACK, RIGHT-OF-WAY, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. 6. THE CONTRACTOR SHALL CONTACT MR. WALLY URRUTA, CoCS PUBLIC WORKS - SANITATION (979-764-3841), FOR FIELD VERIFICATION PRIOR TO FORMING OR PLACEMENT OF CONCRETE FOR ALL DUMPSTER PADS. 7. THE IMPROVEMENTS SHOWN SHALL CONSTITUTE APPROXIMATELY 59% IMPERVIOUS COVER ON THE SUBJECT PROPERTY. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTAINMENT AND PROPER DISPOSAL OF ALL LIQUID AND SOLID CURB NOTE: EXPANSION JOINTS TO WASTE ASSOCIATED WITH THIS PROJECT. THE CONTRACTOR SHALL USE ALL MEANS NECESSARY TO PREVENT THE OCCURRENCE R BE PLACED AT 60' INTERVALS AND OF WIND BLOWN LITTER FROM THE PROJECT SITE. . 6" AT ALL RADIUS POINTS, P.C.'S, P.T.'S. 9. THE CONTRACTOR SHALL BE REQUIRED TO PROVIDE CONTAINMENT FOR WASTE PRIOR TO, AND DURING, CONSTRUCTION JOINTS SHALL BE DEMOLITION/CONSTRUCTION. SOLID WASTE ROLL -OFF BOXES/METAL DUMPSTERS SHALL BE SUPPLIED BY CITY OR CITY PLACED AT 20' INTERVALS. PERMITTED CONTRACTOR(S) ONLY. _ 10. THE PROPOSED DEVELOPMENT FALLS WITHIN THE "EVALUATION" SEGMENT OF WOLF PEN CREEK. PER A DRAINAGE STUDY, 3„ . PREPARED BY THIS OFFICE, DETENTION WILL BE REQUIRED. 11. THE INTENDED USE FOR THIS DEVELOPMENT IS FOR COMMERCIAL OFFICE. N ` . 12. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.10 OF THE UNIFIED DEVELOPMENT ORDINANCE. t D N I I L F THE LIGHT SOURCE SHALL NOT PROJECT BELOW AN OPAQUE HOUSING AND NO FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. • -a ' ; e FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE. 13. THIS FACILITY IS A MULTI -TENANT BUILDING THEREFORE THE MAXIMUM AMOUNT OF LEASE SPACE ALLOWED FOR INTENSE USES IS 3„ PAVEMENT 1,771 SQ.FT. (7,084 SQ.FT. x 25%). REINFORCEMENT 14. MAINTENANCE RESPONSIBILITY OF THE 24' PRIVATE ACCESS DRIVE, LOCATED IN THE PRIVATE CROSS ACCESS EASEMENT, SHALL BE THE PROPERTY OWNER OF F.S. KAPCHINSKI - LOT 6R1, BLOCK TWO. a = #4 BARS TYPE IA - MONOLITHIC SPACES THE PURPOSE OF PHASE TWO DEVELOPMENT IS TO EXPAND THE EXISTING PARKING LOT FROM A TOTAL OF 31 PARKING SPACES TO A NEW TOTAL OF 41 PARKING SPACES. CONCRETE CURB & GUTTED 16. .ENCROACHMENT INTO THE FLOODWAY IS NOT PERMITTED. THE PARKING LOT AND RETAINING WALL, BORDERING THE FLOODWAY, SHOULD BE CONSTRUCTED ENTIRELY FROM THE PARKING LOT SIDE OF THE WALL TO AVOID ANY ENCROACHMENT N.T.S. INTO THE FLOODWAY. I r 16' W�LKLEM I 04 i�l528 24' PRIVATE CROSS ACCESS EASEMENT (9917/126) FIRE LANE [BUFFER WALL I FIRE LANE SIGN SQ.FT. .I 1/2" I.R.F. W W Ld � W ��� �0U) ��o LL:o� �n 0 2& G.V. SYMBOL & LINE LEGEND 0 POWER POLE 0 LIGHT POLE => GUY WIRE ANCHOR ® GAS PIPELINE RISER Mwv WATER VALVE 0wm WATER METER ©Qcv DOUBLE CHECK VALVE ®Ev ELECTRIC VALVE ®ev BALL VALVE OEM ELECTRICAL TRANSFORMER ®GM GAS METER OOMH MANHOLE OC-0. CLEANOUT 4FH FIRE HYDRANT ®TP TELEPHONE PEDESTAL A{ AREA INLET pB JUNCTION BOX o CURB INLET Y PB FIXED PIPE BOLLARD - - - BUILDING SETBACK LINE ------- PROPERTY LINE -------- EASEMENT LINE P.U.E. PUBLIC UTILITY EASEMENT B.L. BUILDING SETBACK LINE N.T.S. I oo�\A-/ CITY OF COLLE�q r STA 0 "9S N F.S. KAPCHINSKI: LOT 6R1, BLOCK TWO 1713 PARK PLACE COLLEGE STATION, TX PROPERTY INFORMATION F.S. KAPCHINSKI LOT 6R1, BLOCK TWO (VOL. ___, PG. N-) (1.113 ACRES or 48,504 SQ.FT.) ZONED: C-1 NOW OR FORMERLY CRAIG & CAROL INVESTMENTS LTD (VOL. 9015/10462, PG. 16/218) PLAN NOTES: 1. REFER TO SHEET COA FOR SITE, PARKING, AND MISCELLANEOUS CONSTRUCTION NOTES. 2. REFER TO SHEET C2.1 FOR SITE, PARKING, AND MISCELLANEOUS DETAILS. 3. UNLESS OTHERWISE NOTED ALL RADIUS ARE 4.0' ALONG THE BACK OF CURB. PARKING REQUIREMENTS: ORDINANCE: OFFICE - 1 SPC/250 SQ.FT. REQUIRED: OFFICE (7,084 / 250) = 28.3 SPACES TOTAL REQUIRED = 29 SPACES PROVIDED: REGULAR = 39 SPACES H/C = 2 SPACES TOTAL = 41 SPACES ISLAND REQUIREMENTS: THE SQUARE -FOOTAGE SHOWN AT INTERIOR END ISLANDS INCLUDE THE REQUIRED AREA, AND EXTRA, FOR .SINGLE OR DOUBLE END ISLANDS, THE EXCESS AREA ABOVE THE REQUIRED SQUARE -FOOTAGE ARE SHOWN BELOW. INTERIOR PARKING = 34 SPACES REQ'D INT. ISLAND AREA=(34/15xl80)=408 SQ.FT. PROVIDED INTERIOR ISLAND AREA = 420 SQ.FT. REW D F COMPLIANCE MAY 3 12012 /p COLL i TIOW Tr _ N INEE i ;f.....{ ED 3P a +IV N' _r REQUIRE CQMpLIANCE JUN 0 1 2012 COLLEGE $"ATlON DEVELOPMENT SERVIC�� PLAT ��LEb e - 7607 EASTMARK DR., STE. 252 <77840> POST OFFICE BOX 9253 COLLEGE STATION, TEXAS 77842 EMAIL: civil@rmengineer.com OFFICE - (979) 764-0704 FAX - (979) 764-0704 TEXAS FIRM REGISTRATION No. F-4695 KERR SURVEYING, LLC 409 NORTH TEXAS AVENUE BRYAN, TX 77803 OFF: (979) 268-3195 FAX: (979) 691-8904 MARKI DATE I DESCRIPTION SUBSTANTIALLY COMPLETE ISSUED CONSTRUCTION 3/19/1 CONSTRUCTION DRAWINGS ISSUED PRIOR TO THIS DATE ARE REPLACED BY THIS SET & SHOULD NOT BE USED F CONSTRUCTI "w 1 Z O t VO Z CL x L li z 0 f- z Ld Z W �_ _ - 0Jw Z{1 O Y WQ_ o _~U) `� a R� � N o ` m < of? K) Ljj in En LLj 0 tr W 0 fQ 01 ©o 0 0 Y uj V i V i CLIENT INFORMATION CRAIG & CAROL INVESTMENTS, LTD. c/o CRAIG PAUL 11713 PARK PLACE COLLEGE STATION, TX 77840 CRAIG@SYSTEKMAI L.CO M PH: (979) 695-9955 FX: (979) 695-9944 FILENAME: 0451SPlA I SCALE: 1"=20' SUBMITTED DATE: 2/1/12, 3/19/12 DRAWN BY: R.A.M. CHECKED BY: R.A.M. FIELD BOOK: N/A PAGES: N/A RME CONSULTING ENGINEERS CLIENT NO PROJECT NO. 225 - 0451 SHEET 4 OF 8 1 0 10 20 SCALE: 1" = 10' LOT 9, BLOCK TWO F.S. KAPCHINSKI (CALLED 0.298 ACRES) LOT 18-20, BLOCK FOUR REDMOND TERRACE (CALLED 2.714 ACRES) f 1/2- I.R.F. PLAN NOTE: 46 .1 ,� / / , / / - ENCROACHMENT INTO THE FLOODWAY IS NOT PERMITTED. THE PARKING LOT AND RETAINING WALL, BORDERING THE FLOODWAY, SHOULD BE CONSTRUCTED _GRWPICALLY MAPPED ENTIRELY FROM THE PARKING LOT SIDE ---1-____00-YR FLOODPLArN & OF THE WALL TO AVOID ANY FLOOPDV ..AEA` JAY �ZONEA- ENCROACHMENTINTO THE FLOODWAY. (SEE -CIVIL SITE-NCitE #1) PROPOSED -V_A_RIABLE---- -BFE-287.-5C_ .00 DRAINAGE EASEMENT OD co c! 1A kbrArl 400 fop 1/2 VA- T C=291.-25' T/C=291.25 T/G=288.90' 5/8- I.R.F.♦ 7-r T G=289.00. -T/C=291.32' T, cl TI/G=289.00' MODIFY POND BO & SIDESLOPES PER CROSS-SECTION 1- T/C=291.25' th ru 3 000 T/C=291,25' \-5/8 I.R.F. T/C=291.25' TOP OF WALL 291.25' T/C=291.25' T/C=291.25 Japr T/C=291. 1' I T/G=290. T/C=291.2 ILU F/L-287.50 19 0.96% 0_96% > 10 T/C=291A7' L.P. MODIFY EXISTING DETENTION I 'WEIR 'SHAPE AS FACILITY _T/ _C=_2 9 71. _147 < z SHOWN < 101-1 0 T/ 34.43 L.F. OF 4' \ // WIDE CONCRETE T/C=291,25' 4'x4' AREA INLET Ti 21' to PILOT CHANNEL @ -GRATE=290.35' Ic COO) T/.C==291..2_5' -11.00% SLOPE FA(N)=287.91' c%j 2 Z 66.38 L.F. OF 12 0 0 •w L0 DRAINAGE PIPE 0 1.00% a OF3C WIDE CURB 3lr CSLOPE-BACKFILLED A N ro LEAVE -OUT- %w/CEMENT STABILIZED SAND T,'/C=290 so' T/P=289.20' . / '\ 1 C%4 — — — — — — — — — — — — — — — — — — — — — — -- 0 04 Go co 04 T/ T/C=290.95 z F/L=288,50' DD r- Z N C-,,"91.06' "-2.78% -1.00% I-T-/C-291.26'1 4' WIDE CONCRETE FLUME CONCRETE HEADWALL/RETAINING WALL (12-0 PIPE) F/L=287.85' 91.4-5, MATCH NEW PAVEMENT TO EXISTING PAVEMENT ELEVATION & GRADE fi MATCH NEW PAVEMENT TO EXISTING 'PAVEMENT ELEVATION & GRADE MATCH NEW CURB TO EXISTING PAVEMENT ELEVATION & GRADE FLUSH —29-3— EXISTING 12"o STORM DRAIN 1-5 6" CONCRETE PAVING —294-- � III ED I — — — — — -- 6' W LK J.B. _ M I I f - - - - - - T-, I I TV/CABLE PEDESTAL LOT 1 R, BLOCK TWO F.S. KAPCHINSKI (CALLED 2.616 ACRES) PLAN NOTES: 1. REFER TO SHEET COA FOR GRADING, DRAINAGE, AND MISCELLANEOUS CONSTRUCTION NOTES. 2. REFER TO SHEET C2.1 FOR GRADING, DRAINAGE & MISCELLANEOUS DETAILS. T.B.M. #1: SQUARE CUT IN BACK OF CONCRETE CURB ON THE SOUTH SIDE OF PARK PLACE DIRECTLY ACROSS FROM THE SUBJECT PROPERTIES' SOUTHWEST PROPERTY CORNER. (ELEV.=297.23-NAD 83) GRADING LEGEND <= DRAINAGE DIRECTIONAL ARROW TOP OF PAVEMENT T/C= 100,00 1 TOP OF CURB IT/W=100.070 TOP OF WALL IT/G=100.001 TOP OF GROUND OR GRATE CONCRETE RETAINING WALL CONCRETE RETAINING WALL EXISTING GRADE CONCRETE RETAINING WALL EXISTING GRADE CONCRI RETAIN W, EXISTING GRADE 0o, -0., MIN) SYMBOL & LINE LEGEND QS POWER POLE LIGHT POLE GUY WIRE ANCHOR mwv WATER VALVE zwm WATER METER REM ELECTRICAL TRANSFORMER (DGM GAS METER OMH MANHOLE 0c.0. CLEANOUT -9117H FIRE HYDRANT OTP TELEPHONE PEDESTAL IN Al AREA INLET BiB JUNCTION BOX 0-4AL AREA LIGHT (GROUND) a PB FIXED PIPE BOLLARD CURB INLET BUILDING SETBACK LINE PROPERTY LINE EASEMENT LINE P.U.E. PUBLIC UTILITY EASEMENT 24" 51' I CALL BEFORE YOU DIG TEXAS ONE 01,1, SYSTEM 1-800-245-4545 (AT LEAST 72 HOURS PRIOR TO DIGGING) WARN'INM: THE CONTRACTOR IS TO LOCATE ANY AND ALL UTILITIES PRIOR TO CONSTRUCTION AND IS SOLELY RESPONSIBLE rORALL DAMAGES TO EXISTING UTILITIES DUE TO ANY CONSTRUCTION ACTIVITY. TOP=291.25' STAGE 2=290.75' t LGE 1 =287.50' 12'-3" PROPOSED GRADE--\ CROSS—SECTION N.T.S. Z2XCROSS—SECTION N.T.S. CONCRETE CURB w/FOOTING PROPOSED GRADE CONCRETE CURB DRM DRAIN PIPE VIEWED FOR COMPLIANCE MAY 3 12012 COLLEGE �i IIAT OW 7607 EASTMARK DR., STE. 252 <77840> POST OFFICE BOX 9253 COLLEGE STATION, TEXAS 77842 EMAIL: eivil@rmengineer.com OFFICE - (979) 764-0704 FAX - (979) 764-0704 TEXAS FIRM REGISTRATION No. F-4695 KERR SURVEYING, LLC 409 NORTH TEXAS AVENUE BRYAN, TX 77803 OFF: (979) 268-3195 FAX: (979) 691-8904 MARK I DATE I DESCRIPTION 0 Its SUBSTANTIALLT A% C0 m ftsmT umr c E I S bAft UED FOR CONSTRUCTION 3/19/12 CONSTRUCTION DRAWINGS ISSUED PRIOR TO THIS DATE ARE REPLACED BY THIS SET & SHOULD NOT BE USED FOR Art z 0 V) z z x uj IOL 0 x X z?=7 0 LLJ 3: ft < z 0 >: a- w -io z < CL 00 0 < Li _r U) 0 F N 0 < cl 0 V) Qm 048 _D a- Ld Y Z 00 0 F- z _j< 0 F_ M z D r%.1 _j Of LLJ too 0 ui 1- _1 0 -1 _j 0 0 0 0 C) Ld V) CLIENT INFORMATION CRAIG & CAROL INVESTMENTS, LTD. C/o CRAIG PAUL 11713 PARK PLACE COLLEGE STATION, TX 77840 CRAIG@SYSTEKKkAlL.COM PH: (979) 695-9955 FX: (979) 695-9944 FILENAME: 0451GPlA I SCALE: 1"=10' SUBMITTED DATE: 2/1/12,3/19/12 DRAWN BY: R.A.M. CHECKED BY: R.A.M. FIELD BOOK: N/A I PAGES: N/A RME CONSULTING ENGINEERS CLIENT NO. PROJECT NO. 225 0451 SHEET 5 OF 8 O 10 20 SCALE: 1" = 10' 5/8" I.R.F. f i f M -� N i 06 M s to L0 ;7 N f z f 1/2" I.R.F. LOT 18-20, BLOCK FOUR REDMOND TERRACE (CALLED 2.714 ACRES) /^ r r 133 36 46•N8 °, '�� f ems",,,• f - r s d � lio s 34.43 L. F. OF 4' WIDE CONCRETE PILOT CHANNEL TYPICAL 6" RAISED MONOLITHIC CURB (TYPE 1 w/FOOTING) EXISTING CONCRETE RETAINING WALL 6" CONCRETE PAVING & 6" LIME STABILIZED SUBGRADE LOT 9, BLOCK TWO F.S. KAPCHINSKI (CALLED 0.298 ACRES) 8" CONCRETE PAVING & 6" LIME STABILIZED SUBGRADE w p — — E — _(— E — \---� CONCRETE HEADWALL/RETAINING WALL PAVEMENT w/EXPANSION JOINT & 18" LONG #4 DOWELS @ 24" Q.C. TYPICAL 6" RAISED MONOLITHIC CURB (TYPE 1.A) TYPICAL 6" RAISED MONOLITHIC CURB (TYPE 1 w/FOOTtNG) TYPICAL 6" RAISED MONOLITHIC CURB (TYPE 1 A) 6 CONCRETE PAVING & 6" LIME STABILIZED SUBGRADE TYPE 1 w/FOOTING 12.00' (TYP) TYPICAL ISOLATION JOINT AROUND GRATE INLET ------L— E--,--I--- ALIGN JOINTS w/EXISTING PARKING JOINTS (AS FAR AS PRACTICAL) TIE TO EXISTING PAVEMENT w/EXPANSION JOINT & 18" LONG #4. DOWELS 0 24" O.C. 6" CONCRETE PAVING Q W r f f LIMIT OF TYPE 1 w/FOOTING & TYPE 1A CURB qk bc .000 �$• $1aJ r r S 2 5/8 I.R.F. f TYPICAL 6" RAISED MONOLITHIC CURB (TYPE 1 A) L. P. cri f f N I W h d- f� N f f LOT 1 R, BLOCK TWO F.S. KAPCHINSKI (CALLED 2.616 ACRES) f I i f lF ❑� f f I---- 6' W.LK.IT, _ J.B I i CABLE/TV PEDESTAL PLAN NOTES: 1. REFER TO SHEET COA FOR PAVING AND MISCELLANEOUS CONSTRUCTION NOTES. 2. REFER TO SHEET C2.1 FOR PAVING & MISCELLANEOUS DETAILS. PAVING LEGEN CONTROL JOINT C CONSTRUCTION JOINT --E-- EXPANSION JOINT SYMBOL & LINE LEGEND �ZS POWER POLE LIGHT POLE GUY WIRE ANCHOR mwv WATER VALVE ®wM WATER METER REM ELECTRICAL TRANSFORMER ®GM GAS METER MH MANHOLE ®C.O. CLEANOUT 4m FIRE HYDRANT OTP TELEPHONE PEDESTAL ® AI AREA INLET a B JUNCTION BOX 0-4AL AREA LIGHT (GROUND) e PB FIXED PIPE BOLLARD CURB INLET — - -- BUILDING SETBACK LINE ------- PROPERTY LINE -------- EASEMENT LINE P.U.E. PUBLIC UTILITY EASEMENT S _r(D CALL BEFORE YOU DIG TEXAS ONE CALL SYSTEM 1-800-245-4545 (AT LEAST 72 HOURS PRIOR TO DIGGING) tVARNIRG'.`.: 711E CONTRACTOR IS TO LOCATE ANY AND ALL UTILITIES PRIOR TO CONSTRUCTION AND IS SOLELY RESPONSIBLE FOR ALL UAILIGES TO EXISTING UTILITIES DUE TO ANY CONSTRUCTION ACTIVITY. r t 3 607 EASTMARK DR., STE. 252 <77840> OST OFFICE BOX 9253 'OLLEGE STATION, TEXAS 77842 MAIL: eivii@rmengineer.com )FFICE - (979) 764-0704 AX - (979) 764-0704 'EXAS FIRM REGISTRATION No. F-4695 KERR SURVEYING, LLC 409 NORTH TEXAS AVENUE BRYAN, TX 77803 OFF: (979) 268-3195 FAX: (979) 691-8904 MARKI DATE I DESCRIPTION CONSTRUCTION DRAWINGS ISSUED PRIOR TO THIS DATE ARE REPLACED BY THIS SET & SHOULD NOT BE USED FOR Z 0 W Z a_ x W V x w Ww J► <z Z < c < w a Q _I = F_ Y CL Cr_ 6 0 L uj D C.L Q_ 0 L) 0 0 y LAJ I" V) U) CLIENT INFORMATION CRAIG & CAROL INVESTMENTS, LTD.. c/o CRAIG PAUL 11713 PARK PLACE COLLEGE STATION, TX 77840 CRAIG®SYSTEKMAIL. COM- PH: (979) 695-9955 FX: (979) 695-9944 FILENAME: 0451PVlA I SCALE: 1"=10' SUBMITTED DATE: 2/1/12, 3/19/12 DRAWN BY: R.A.M. CHECKED BY: R.A.M. FIELD BOOK: N/A PAGES: N/A RME CONSULTING ENGINEERS CLIENT NO. PROJECT NO. 225 - 0451 Im A SHEET 6 OF 8 EXPANSION JOINT, SEE THIS SHEET CONCRETE #4 BARS @ 9" APRON N-O.C.E.W. R CONCRETE w/DOMED FINISH 1 1 6" O-.D. STEEL PIPE x I (SCH-40) PRIMED coI & PAINTED (COLOR FINISHED I I AS SPECIFIED BY PAVEMENT THE OWNER) (I d VN dl I 4 CONCRETE t (CLASS B) 18" 0 FIXED PIPE BOLLARD . 4fP •.e � a �/ -N #4 BARS Q I' 9" i #4 BARS 0 9" 18» (VERT) (HORZ) SECTION e N.T.S. Z. VARY HEIGHT AS 9„ REQUIRED TO " PROVIDE LEVEL #4 BARS O.C.E.W. � SURFACE FOR WALL 00 z .. BARS @ 9» (H ORZ) #4 BARS @ 18 (VERT) SECTION A N.T.S. T�. N.T.S. PROPOSED GRADE (4H:1 V) - PROVIDE #4 DOWEL ® 18" O.C. & THICKENED EDGE 0 PILOT CHANNEL CONCRETE PILOT CHANNEL (SEE DETAIL, THIS SHEET) 8' HIGH SOLID SCREENING WALL (MATCH BRICK & STUCCO OF BUILDING) c1 4" O.D. (SCH- 40) M GALVANIZED 6„ CORNER POST (TYP) 1.00% (MIN) i� SLOPE B {/'_ //► a vTb VL• 12'-0" CLEAR (MIN) a. 9 1.3'-6" • - , - ` - A' 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 @ 0 TO +4% NON- PROCTOR DENSITY 0 DENSITY @ 0 TO +47. 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 0 TO +4% AREAS GREATER) OF OPTIMUM MOISTURE CONTENT - COMPACTION ACCOMPLISHED BY MECHANICAL TAMPING 2 - 6'x8' GATES w/LOCKING PIN (WHERE APPLICABLE) #4 BARS tom? 9" O.C.E.W. CLASS V: SALVAGE TOPSOIL (IN NON-STRUCTURAL AREAS) TRENCH WIDTH EXISTING I--, MAX PIPE O.D.+24" GRADE z MIN = PIPE O.D. +12" ASTM D2321-89 m \\\ ::°•.:= ":;::=:..': - a- 'V:: ;::°;::. !\\\�� CLASSES OF EMBEDMENT & BACKFILL MATERIALS GIVEN IN TABLE 1 1 OF ASTM D2323 & SUMMARIZED AS: CLASS IA: ANGULAR, CRUSHED ROCK, NO FINES J J M = z - CLASS IB: ANGULAR, CRUSHED ROCK AND SAND WELL GRADED TO MINIMIZE MIGRATION OF ° ADJACENT SOILS. LITTLE OR NO FINES. z c� _ a m CLASS 11: COARSE GRAINED SOILS, CLEAN. NATIVE SOILS FROM THE TRENCH GENERAL DO MEET SPRING LINE -_ ________ ==:'__== ............. THIS REQUIREMENT. THE CONTRACTOR MAY USE NATIVE MATERIALS FROM THE TRENCH ONLY AFTER OF PIPE _ PROVIDING SOILS LABORATORY TEST DEMONSTRATING COMPLIANCE. .............. -- - - t9 ^ Z \`"2-#4 BARS /\ (CONT.) // #4 BARS @ g" O.C.E.W. Ile 12"0 PIPE 00 V) w x PILOT CHANNEL NOTES: 1. CONCRETE SHALL BE CLASS "A". 2. PILOT CHANNELS SHALL HAVE CONSTRUCTION JOINTS EVERY 20' WITH EVERY THIRD JOINT BEING AN EXPANSION JOINT. WIDTH VARIES SEE PLANS 6" [..- I #3 BARS Cal 12" O.C.E.W. CONCRETE PILOT CHANNEL N.T.S. CURB NOTE: EXPANSION JOINTS TO BE PLACED AT 60' INTERVALS AND AT ALL RADIUS POINTS, P.C.'s, P.T.'s. CONSTRUCTION JOINTS SHALL BE PLACED AT 20' INTERVALS. �» R 6- PAVEMENT 3" REINFORCEMENT <° � !L Q W �. 12" LAP 1(— //\ ,. • . _Q :.. / #4 BARS CcD 48 O:C.E.W. •- j\` ° ' /�� (TIE TO CURB STEEL) /` � • .Q - \/ 9" s = #4 BARS TYPE 1 — w-IFOOTING N.T.S. EXPANSION (ISOLATION) JOINT -LOCATION VARIES VARIES 36" PIPE SIZE, TYPE & GRADE, SEE DRAINAGE PLAN NEENAH FOUNDRY GRATE, MODEL R1878-10A (PAVEMENT AREAS) \�1 & MODEL R1879-10A (ALL OTHER AREAS) PLAN VIEW EXPANSION (ISOLATION) JOINT -LOCATION VARIES GRATE FLUSH w/GRADE IN PAVEMENT AREAS CONCRETE SLOPE TO GRATE IN PAVEMENT 7 NON -PAVEMENT AREAS 1.00% MIN CLASS III: COARSE GRAINED SOILS WITH FINES. NATIVE SOILS FROM THE TRENCH GENERALLY DO o -�� -� �: ��!�\�/%\/ /' #4 DOWEL (18" LONG) -J NOT MEET THIS REQUIREMENT. THE CONTRACTOR MAY USE NATIVE MATERIALS FROM THE TRENCH @ 18" O.C. ONLY AFTER PROVIDING SOILS LABORATORY TEST DEMONSTRATING COMPLIANCE. BANK RUN SAND EQUALLY GENERALLY MEETS THIS REQUIREMENT. SPACED #4 -BARS @ 12" O.C.E.W. CLASS IV A: SELECT MATERIAL FROM THE TRENCH CONSISTING OF FINE-GRAINED SOILS (INORGANIC) (ALL SIDES) INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY, GRAVELY CLAYS, SANDY CLAYS, SILTY CLAYS, LEAN WHERE THE TRENCH BOTTOM IS UNSTABLE, EXCAVATE TO A DEPTH AS CLAYS. THIS MATERIAL MUST HAVE A LIQUID LIMIT <50 AND A PLASTICITY INDEX >7 AND >'A" LIME. REQUIRED BY THE ENGINEER AND SEE _SPECIFICATION .ASTM D2321-89 FOR .DETAILS. REPLACE w/A FOUNDATION OF CLASS 1B MATERIAL, COMPATED IN 6" (MAX) CLASS IV B: SELECT MATERIAL FROM TRENCH CONSISTING OF FINE-GRAINED SOILS (INORGANIC). LIFTS TO 85% STANDARD PROCTOR INORGANIC CLAYS OF MEDIUM TO HIGH PLASTICITY, FAT CLAYS, INORGANIC SILTS-, FINE SANDY OR DENSITY SILTY SOILS, ELASTIC SILTS. CLASS V. ORGANIC SOILS. MATERIAL OF THE ABOVE CLASSES. ALL ROCKS, FROM THE TRENCH WHICH -DOES -NOT -MEET THE REQUIREMENTS LUMPS, AND CLODS MUST BE REMOVED FROM THIS MATERIAL TRENCH BEDDING FOR ADS PIPE PRIOR TO PLACEMENT IN THE TRENCH. THIS MATERIAL IS ONLY APPROPRIATE FOR TOPSOIL IN N.T.S. NON-STRUCTUAL AREAS. tD 3'-0" (MIN) + O:D:+12" i SQUARE o z 6l= w _ a (TYP) :ca 12" (TYP) 6" THICK CEMENT #4 BARS @ 6" O.C.E.W. STABILIZED BASE (TOP & BOTTOM) ELEVATION VIEW AREA CRATE INLET 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. s � N 4 . •p nQ, i� " 3 PAVEMENT REINFORCEMENT s = #4 BARS TYPE IA — MONOLITHIC ON —SITE CONCRETE CUR-6 &GUTTER N.T.S. METAL KEYWAY PLATE N.T.S. 12"-#4 DOWEL @ 12" O.C. METAL KEYWAY .Q . a T=6" - #4 BARS 0 18" G.C.EW. T=8" - #4 BARS @ 9" O.C.E.W. 6" LIME -FLY ASH STABILIZED SUBGRADE (2% LIME &. 8% FLY -ASH. BY DRY WEIGHT) COMPACTED TO 95% STANDARD PROCTOR DENSITY (ASTM D698) CONSTRUCTION JOINTS SHALL BE PLACED AT DESIGNATED LOCATIONS AND MAY REPLACE CONTROL JOINTS AS REQUIRED. CONSTRUCTION JOINT N.T.S. SEAL w/EXPANSION JOINT MATERIAL .#4.SMOOTH DOWEL, 18" LONG J"R & SPACED @ 12" O.C. (COATED w/HEAVY GREASE) . QY. NON -EXTRUDING_ FILLER 3" LONG METAL OR PLASTIC CAP, 6" LIME -FLY ASH STABILIZED SUBGRADE INSIDE DIAMETER TO BE 1 /16" GREATER (2% LIME & 8% FLY -ASH BY DRY WEIGHT) THAN DIAMETER OF DOWEL. CAP MUST BE COMPACTED TO 95% STANDARD LONG ENOUGH TO COVER 2" OF DOWEL PROCTOR DENSITY (ASTM D698) AND HAVE STOP SO END OF CAP IS 1" FROM END OF BAR EXPANSION/CONSTRUCTION JOINT TO BE SPACED AT 60' INTERVALS & PLACED AT ALL RADIUS POINTS, PC's, PT's & OPPOSITE Pis AND ON ALL HORIZONTAL & VERTICAL CURVES. EXPANSION JOINT N.T.S. SAW CUT, SEAL WITH JOINT " TO MATERIAL. SEALING NOT J"R - REQUIRED IN CURBS. T=6" - #4 BARS Q 18" O:C.EW: T=8" - #4 BARS @ 9" O.C.E.W. 6" LIME -FLY ASH STABILIZED SUBGRADE (2% LIME & 8% FLY -ASH BY DRY WEIGHT) COMPACTED TO 95% STANDARD PROCTOR DENSITY (ASTM D698) CONTROL JOINTS SHALL BE PLACED AT 15' CENTER TO CENTER. CONTROL JOINT N.T.S. µ`+ = — 7607 EASTMARK DR., S'TE. 252 <77840> POST OFFICE BOX 9253 COLLEGE STATION, 'TEXAS 77842 EMAIL: civil@rmen&eer.com OFFICE - (979) 764-0704 FAX - (979) 764-0704 TEXAS FIRM REGISTRATION No. F-4695 KERR SURVEYING, LLC 409 NORTH TEXAS AVENUE BRYAN, TX 77803 OFF: (979) 268-3195 FAX: (979) 691-8904 MARKI DATE I DESCRIPTION TIL0 Its L OMPLETE 1 CONSTRUCTION 3/19112 CONSTRUCTION DRAWINGS ISSUED PRIOR TO THIS DATE ARE REPLACED BY THIS SET & SHOULD NOT BE USED F CONSTRUCTI 4 Z _0 IV) Z -� x o_ W Q > v) uj 0 F- m w zrW�� F- 0'_ J 0 : W zz Q Q� rz v- < w � Y 0 0 < o ¢ I'- m ® w o C- W 00 z ci 3. cc,,3� uj Y U) a"Gi � ! oo �J mw 0 r0 _ z -o (0 U > 0 C) ~ 0 Q- w F- W 1) CLIENT INFORMATION CRAIG & CAROL INVESTMENTS, LTD. c/o CRAIG PAUL 11713 PARK PLACE COLLEGE STATION TX 77840 CRAIG@SYSTEKMAIL.COM PH: (979) 695-9955 FX: (979) 695-9944 FILENAME: 0451 CV1 A SCALE:AS NOTED SUBMITTED DATE: 2/1/12, 3/19/12 DRAWN BY: R.A.M. CHECKED BY: R.A.M. 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"ate .qm IMPRO, VEMENTS 1713 ""�AKK P AC T OT KAPCH"y"rl_NLSKl SUBDIVISION N.T.S. 611<? B OCK Tl"V'710 F,,S,, TEXAS A&M CITY OF CO G STATION BRA OS, COUNTY T XAS COLLE STA 0NOV MB R 24 2010 qs - OF .p5, CampvHmg INDEX OF SHEETS F.S. KAPCHINSKI: SHEET SHEET LOT 6R, BLOCK TWO STANDARD PERMIT NOTE: N0. I.D. DESCRIPTION 1713 PARK PLACE COLLEGE STATION, TX CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED BY STATE AND/OR LOCAL REGULATORY AGENCIES FOR RELATED CONSTRUCTION 1 CO.O COVER SHEET CONTAINED IN THESE CONSTRUCTION DRAWINGS. PERMITS REQUIRED, BUT NOT LIMITED TO, ARE AS FOLLOWS: 2 C0.1 GENERAL NOTES LOCATION AP CoCS — PLANNING & DEVELOPMENT SERVICES — DEVELOPMENT PERMIT & PAVING, DRAINAGE, & WATER/SEWER INSPECTIONS 3 CO.2 GENERAL NOTES TxDOT — DRIVEWAY & UTILITY PERMITS NOT TO SCALE CSU — ELECTRICAL SERVICES ATMOS ENERGY — GAS SERVICE. 4 C1.0 EROSION CONTROL PLAN VERIZON & SUDDENLINK — COMMUNICATION SERVICES 5 C1.1 CIVIL SITE PLAN PREPARED FOR: TCEQ — STORMWATER &PRETREATMENT TEAMS — STORMWATER DISCHARGE CONSTRUCTION ACTIVITIES Ltd. TAS - ADA REVIEW & INSPECTIONS 6 C1.2 GRADING & DRAINAGE PLAN CRAIG & CAROL INVESTMENTS, Ltd. 7 C1.3 ON -SITE PRIVATE UTILITY PLAN 1808 TEXAS AVENUE SOUTH STE. 300 9 C1.5 PANDSCAPE PLAN COLLEGE S'TA°TION, TX 77840 S TC�P OFF: (979) 695-9955 CALL BEFORE YOU DIG 10 C2.1 SITE & PARKING DETAILS TEXAS ONE CALL SYSTEM 11 C2.2 PAVING & DRAINAGE DETAILS FAX: (979) 695-9944 1-800-2.45-4545 EMAIL: Craig@ systekmall, HAT LEAST TO HOURS PRIOR TO DIGGING) CO111 II'ARNING!+: THE CONTRACTOR IS TO LOCATE ANY AND ALL UTILITIES 1. THE LATEST EDITION OF THE 2009 B/CS UNIFIED TECHNICAL PRIOR TO CONSTRUCTION AND IS SOLELY RESPONSIBLE FOR ALL DAAIAGES SPECIFICATIONS & DETAILS ARE ISSUED FOR THIS PROJECT. TO EXISTING UTILITIES DUE TO ANY CONSTRUCTION ACTIVITY. PREPARED BY: 2. THE FOLLOWING 2009 B/CS UNIFIED STANDARD TECHNICAL SPECIFICATIONS & DETAILS ARE ISSUED FOR THIS PROJECT. RME CONSULTING ENGINEERS APPROVED BY: SHEET �"''1°° I.D. DESCRIPTION � �E of T�k , 7607 EASTMARK DR., STE. 250-F <77840> ST STANDARD STREET DETAILS B.O. BOX 9253 r * SW STANDARD SIDEWALK DETAILS �' . . Er i 11 W STANDARD WATER DETAILS COLLEGE STATION, TEXAS 77842 �_ 885 3 S STANDARD SEWER DETAILS PH: 979 764-0704 veaFSs�O ' a. 3 THE FOLLOWING T DOT STANDARD DETAILS ARE ISSUED FOR It, AL ��''D A TE: �� I - Tx DOT (979) 764-0'704 ,�� -� � - � � THIS PROJECT: RABON A P E No 88583 1� � T1� .r�� -��,, , SHEET � EMAIL: `: C1V11��.r711e1�glll�:er.�CC)1�1. � METCALF, I.D. DESCRIPTION -- RME CONSULTING ENGINEERS RME NO. 225-0335 TEXAS FIRM REGISTRATION NO. F-4695 TCP(1-1 )-98 TRAFFIC CONTROL PLAN ARK DATE DESCRIPTION f GENERAL CONSTRUCTION NOTES: TRAFFIC CONTROL NOTES: GRADING NOTES: 1. THE CONTRACTOR SHALL PROMPTLY NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THESE PLANS AND 1. CONTRACTOR SHALL PROVIDE AND INSTALL TRAFFIC CONTROL DEVICES IN CONFORMANCE WITH PART VI OF THE 1. ALL UNPAVED AREAS SHALL BE ADEQUATELY GRADED TO DRAIN AT A MINIMUM OF 1.00% SLOPE SO THAT NO 1. ALL EXCAVATION FOR UNDERGROUND UTILITIES SHALL BE MADE TRUE TO GRADE. EXCAVATION SHALL BE MADE A OTHER CONSTRUCTION DRAWINGS OF DIFFERING DISCIPLINES & SPECIFICATIONS. TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (TEXAS MUTCD, MOST RECENT EDITION WITH REVISIONS) PONDING OCCURS. MINIMUM OF SIX INCHES BELOW THE REQUIRED GRADE AND PROVIDE A SAND BED FOR THE PIPING. BACKFILL OVER ' DURING CONSTRUCTION. PIPING SHALL BE MADE WITH EARTH OR FILL SAND, FREE OF DEBRIS, AND SHALL BE TAMPED BY HAND OR 2. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF THE EXISTING UTILITIES 2. UNLESS OTHERWISE SPECIFIED, UNPAVED AREAS SHALL DRAIN AWAY FROM BUILDINGS AT A MINIMUM SLOPE OF MECHANICAL MEANS TO THE DENSITY OF THE ADJACENT UNDISTURBED EARTH OR TO 95% STANDARD PROCTOR AS SHOWN ON THESE CONSTRUCTION PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE 2. LANE CLOSURE WILL NOT BE ALLOWED UNLESS APPROVED BY THE COUNTY OR CITY ENGINEER, WHICHEVER IS 1.00% OR SO THAT THE PERIMETER CURB IS 6" LOWER THAN THE FINISH FLOOR. DENSITY (ASTM D698), WHICHEVER IS GREATER. ALL TRENCHING AND EXCAVATION SHALL BE DONE IN STRICT POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED UPON AS BEING EXACT OR APPLICABLE. ACCORDANCE WITH CURRENT OSHA REQUIREMENTS AND ALL OTHER APPLICABLE SAFETY CODES AND STANDARDS. 7607 EASTMARKDR., STE. 25OF <77840> COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO AVOID ALL EXISTING UTILITIES AND REPAIR ANY DAMAGED 1 POST OFFICE BOX 9253 LINES, AT HIS OWN EXPENSE, WHETHER THE UTILITY IS SHOWN ON THE PLANS OR NOT. THE CONTRACTOR SHALL 3. THE WORK SHALL BE COMPLETED SUCH THAT THE ROADWAY WILL BE FULLY OPENED TO TRAFFIC OVERNIGHT. 3. FINISH GRADE ADJACENT TO CURBING OR SIDEWALKS SHALL BE 2" BELOW THE TOP OF CONCRETE AND IN 2 MINIMUM BURY OR COVER SPECIFIED IS TO BE MEASURED FROM FINISHED GRADES. WHERE UTILITY NOTIFY THE APPROPRIATE UTILITY COMPANY 48 HOURS PRIOR. TO ANY EXCAVATION.. THE CONTRACTOR SHALL ALSO OVERNIGHT LANE CLOSURES WILL NOT BE PERMITTED, UNLESS OTHERWISE APPROVED BY THE APPLICABLE ENGINEER. LANDSCAPING AREAS, 2' BELOW. Y LINES EXTEND COLLEGE STATION, TEXAS 77842 UNDER PAVEMENT, THE BURY OR. COVER. SHALL BE MEASURED FROM THE BOTTOM OF THE STRUCTURE. EMAIL: eivit@rmengineer.com NOTIFY THE ENGINEER IF DESIGN CHANGES' NEED TO BE MADE IN THE FIELD. . WHEN GRADES FOR TOP OF CURB AND GUTTER FLOWLINE DIFFER, THE SLOPES SHOWN ARE FOR THE GUTTER OFFICE - (979) 764-0704 4. PLASTIC DRUMS SHALL BE USED FOR OVERNIGHT DELINEATION OF OFF ROADWAY WORK AREAS. 44. WLINE. 3. UTILITY INSTALLATIONS IN NON-STRUCTURAL AREAS SHALL BE BEDDED AND INITIAL BACKFILL CONSISTENT WITH CONTACT INFORMATION: NON-STRUCTURAL REQUIREMENTS. IN STRUCTURAL AREAS (UNDER FOUNDATIONS, PAVEMENTS, WALKS, ETC...) THE FAX - (979) 764-0704 TEXAS ONE CALL: 800-245-4545 5. THE STANDARD TxDOT TRAFFIC CONTROL PLAN (TCP1-1-98) IS ISSUED FOR REFERENCE ONLY. IF REQUIRED, THE 5UTILITIES SHALL BE BEDDED AND INITIAL BACKFILLED WITH CEMENT STABILIZED SAND. FINAL BACKFILL IN THESE TEXAS FIRM REGISTRATION No. F-4695 LONE STAR ONE CALL: (800) 669-8344 CONTRACTOR SHALL PROVIDE TxDOT WITH A SITE SPECIFIC TRAFFIC CONTROL PLAN FOR APPROVAL AND USE. . WHEN TOP OF CURB ELEVATIONS ARE SHOWN, THE CURB HEIGHT IS 6 UNLESS OTHERWISE SPECIFIED. AREAS SHALL BE COMPACTED BY MECHANICAL TAMPING TO STRUCTURAL COMPACTION REQUIREMENTS. TEXAS EXCAVATION SAFETY SYSTEM (DIGTESS): (800) 344-8377 6. THE CONTRACTOR SHALL FOLLOW THE GENERAL INTENT OF THE GRADING PLANS. MINOR ADJUSTMENTS TO ACTUAL CoCS: ELECTRICAL DIVISION - (979) 764-3660 4. REGARDLESS OF ELEVATIONS SHOWN FOR MANHOLE RIMS, CLEAN -OUT COVERS, OR GRATES, THESE ITEMS SHALL KERR SURVEYING, LLC ELEVATIONS SHOWN ON THE GRADING PLAN MAY BE REQUIRED TO MATCH EXISTING GROUND ELEVATIONS & 1505 CHURCH STREET CoCS: WATER & SEWER DIVISION - (979) 764-3435 EROSION CONTROL NOTESSTRUCTURES. BE PLACED FLUSH WITH THE PROPOSED PAVEMENT ELEVATION AND SLOPE. MANHOLES AND CLEAN -OUTS NOT IN COLLEGE STATION, TX 77841 BRYAN TEXAS UTILITIES (BTU): : ELECTRICAL DIVISION - (979) 821-5865 PAVEMENT AREAS SHALL BE SET 3" ABOVE THE FINISHED GRADE. VERIZON: BRENDA VAJDOK - (979) 821-4770 7. SLOPES BETWEEN PROPOSED CONTOURS SHALL BE 6:1 (MAXIMUM) UNLESS OTHERWISE SPECIFIED (DO NOT SCALE). OFF: (979) 268-3195 ATMOS ENERGY: KIMBERLY WINN - (979) 774-2506 1. EROSION CONTROL MEASURES SHOWN SHALL BE CONSIDERED THE VERY MINIMAL REQUIRED. -IT SHALL BE THE 5. CONTRACTOR SHALL UNCOVER EXISTING UTILITIES AT ALL "POINTS OF CROSSING" TO DETERMINE IF CONFLICTS FAX: (979) 691-8904 EXXON-MOBILE: MICHAEL HLUZA - (281) 591-3720 RESPONSIBILITY OF THE CONTRACTOR TO IMPLEMENT ALL OTHER EROSION CONTROL MEASURES (DIVERSION BERMS. 8. ADEQUATE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION AND ANY DRAINAGE DITCH OR EXIST BEFORE COMMENCING ANY CONSTRUCTION. NOTIFY THE ENGINEER AT ONCE OF ANY CONFLICT. SEMINOLE PIPELINE: JIM ROLAND - (979) 421-0460 DRAINAGE STRUCTURES, SWALES, ADDITIONAL FENCING ETC ) NECESSARY TO KEEP THE EXISTING IMPROVEMENTS AND STRUCTURE DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO EXISTING CONDITIONS OR BETTER. CITGO GAS: DOUG CLINE - (713) 416-1289 DEVELOPMENTS FROM DAMAGE OF ANY KIND DURING ALL PHASES OF DEMOLITION AND CONSTRUCTION. 6. THE CONTRACTOR SHALL COORDINATE ALL UTILITY INSTALLATION SO THAT GRADE CRITICAL ELEMENTS (I.E. STORM ENERGY TRANSFER PIPELINE: BENNY LOYD - (979) 820-5751 9. THE APPROVAL OF THESE PLANS IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD DRAIN, SANITARY SEWER, ETC...) DO NOT CONFLICT WITH NON -GRADE CRITICAL ELEMENTS (I.E. ELECTRICAL CONDUIT, SUDDENLINK: MIKE LAVENDER - (979) 846-2229 2. THE SITE OPERATOR, OR HIS REPRESENTATIVE ESTABLISHED BY A LETTER OF DELEGATION, SHALL MAKE A VISUAL CONDITIONS WARRANT OFF -SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS. WATER SERVICES, ETC...). INSPECTION OF ALL SILTATION CONTROLS AND NEWLY STABILIZED AREAS ON A DAILY BASIS; ESPECIALLY AFTER A ANY ADJACENT PROPERTY AND RIGHT-OF-WAY DISTURBED DURING CONSTRUCTION WILL BE RETURNED TO THEIR 3. CONTRACTOR TO VERIFY ALL UNDERGROUND UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION. RAINFALL TO INSURE THAT ALL CONTROLS ARE MAINTAINED AND PROPERLY FUNCTIONING. ANY DAMAGED CONTROLS EXISTING CONDITIONS OR BETTER. 7. THE CONTRACTOR SHALL FURNISH ALL MATERIALS, EQUIPMENT, AND LABOR FOR EXCAVATION, BORING, SHALL BE REPAIRED PRIOR TO THE END OF THE WORK DAY, INCLUDING RE -SEEDING AND MULCHING OR RE -SODDING, INSTALLATION, BACKFILLING OF UTILITY LINES. AND. RELATED APPURTENANCES AS SHOWN ON THE PLANS. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING UTILITIES OR SERVICE LINES IF NECESSARY. THAT ARE CROSSED OR EXPOSED DURING CONSTRUCTION OPERATIONS. WHERE EXISTING UTILITIES OR SERVICE LINES 8. THE LOADING AND UNLOADING OF ALL PIPE AND OTHER ACCESSORIES SHALL BE IN ACCORDANCE WITH THE ARE CUT, BROKEN, OR DAMAGED, THE CONTRACTOR SHALL REPAIR OR REPLACE THE UTILITIES OR SERVICE LINE WITH 3, ALL SEDIMENT TRAPPING DEVICES SHALL BE INSTALLED AS SOON AS PRACTICAL AFTER THE AREA HAS BEEN PAVING NOTES: MANUFACTURER'S RECOMMENDED PRACTICES AND SHALL, AT ALL TIMES, BE PERFORMED WITH CARE TO AVOID ANY THE SAME TYPE OF MATERIAL AND CONSTRUCTION OR BETTER; THIS MATERIAL AND WORK SHALL BE AT THE DISTURBED, ALL SEDIMENT TRAPPING DEVICES SHALL BE CLEANED WHEN THE SEDIMENT LEVEL REACHES 25% DAMAGE TO THE MATERIAL. THE CONTRACTOR SHALL LOCATE AND PROVIDE THE NECESSARY STORAGE AREAS FOR CONTRACTOR'S OWN EXPENSE. CAPACITY. SEDIMENT SHALL BE DISPOSED OF BY SPREADING ON SITE OR HAULING AWAY IF NOT SUITABLE FOR FILL. 1 THE PAVEMENT SYSTEM SHOWN WAS DESIGNED WITH THE AID OF A GEOTECHNICAL INVESTIGATION AND MATERIALS AND EQUIPMENT. RECOMMENDATIONS PREPARED BY GEOTECH ENGINEERING & TESTING DATED AUGUST 2010 DUE TO THE PLASTIC 4. DURING CONSTRUCTION CONTRACTOR SHALL MAINTAIN PRACTICE ( ) 9. CONTRACTOR SHALL 5. DURING THE EXECUTION OF THE WORK, THE CONTRACTOR SHALL MAINTAIN 11-1E PROJECT SITE IN AN ORDERLY AND � BEST MANAGEMENT PR T E (BMP). SEDIMENT FENCE, BE RESPONSIBLE FOR COORDINATING ALL CONNECTIONS TO PUBLIC SYSTEMS AND ACCEPTABLE MANNER AS FAR AS PRACTICAL. THE CONTRACTOR SHALL CLEAN AND REMOVE FROM THE PROJECT HAY BALE BARRIERS, OR OTHER SEDIMENT TRAPPING DEVICES SHALL CONTROL ALL STORM WATER LEAVING THE SITE. SOILS WITHIN THIS AREA SOME MINOR DIFFERENTIAL MOVEMENT MAY STILL OCCUR DUE TO SEASONAL SOIL MOISTURE INSTALLATIONS WITH REGULATORY INSPECTOR. VARIATIONS. AREA ALL SURPLUS AND DISCARDED MATERIALS, TEMPORARY STRUCTURES, AND DEBRIS OF ANY KIND AND SHALL LEAVE THE PROJECT SITE IN A NEAT AND ORDERLY CONDITION. ALL CLEAN UP WILL BE DONE TO THE SATISFACTION 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING TEMPORARY EROSION CONTROL MEASURES AS 10. THIS PROJECT SHALL BE BUILT BY MEANS OF OPEN CUT EXCEPT AS NOTED ON THE DRAWINGS. CONTRACTOR TO OF THE ENGINEER. REQUIRED FOR DIFFERENT PHASES OF CONSTRUCTION. EROSION CONTROL MEASURES SHOWN MAY NEED TO BE 2. THE CONTRACTOR SHALL REFER TO THE 2009 B/CS UNIFIED SPECIFICATIONS & STANDARDS FOR ALL PAVING AND DETERMINE THE LOCATIONS OF BORE PITS IN FIELD SUBJECT TO THE INSPECTOR'S APPROVAL. MARK DATE DESCRIPTION DRAINAGE CONSTRUCTION. TESTING REQUIREMENTS ARE MINIMAL REQUIREMENTS. THE CONTRACTOR SHALL PROVIDE ADJUSTED TO HANDLE INCREASED OR CONCENTRATED FLOWS CREATED BY VARIOUS STAGES OF THE CONSTRUCTION. 6. CONTRACTOR SHALL COMPLY WITH LATEST EDITION OF OSHA REGULATIONS AND THE STATE OF TEXAS LAWS ALL TESTING REQUIREMENTS OUTLINED IN THE APPLICABLE UNIFIED SPECIFICATIONS THAT EXCEED THESE MINIMAL 11. ALL BORES SHOWN, UNLESS OTHERWISE NOTED, SHALL BE "DRY". T An INVITIALLY& CONCERNING EXCAVATION. 6. THE CONTRACTOR IS RESPONSIBLE FOR FILING A NOTICE OF INTENT PRIOR TO COMMENCEMENT OF WORK AND A REQUIREMENTS. THE CONTRACTOR SHALL PROVIDE FIVE (5) COPIES OF AN ORGANIZED, BOUND REPORT ALL ALL NOTICE OF TERMINATION AT THE COMPLETION OF THE PROJECT TO THE TCE . -A LAMINATED COPY OF THE TESTING INSPECTION, REPORTS, AND EFFORTS AT THE END OF THE PROJECT. 12. STRUCTURAL BACKFILL WILL BE REQUIRED FOR ALL EXCAVATION WITHIN FIVE (5) FEET OF PUBLIC ROADWAY COMPLETE 7. A COPY OF THE APPROVED CONSTRUCTION DRAWINGS MUST BE KEPT ON SITE AT ALL TIMES THROUGH OUT THE CONSTRUCTION SITE NOTICE NOI AND SWPPP VISIBLE FROM THE PUBLIC RIGHT-OF-WAY SHALL BE POSTED AT THE PAVEMENTS OR WALKS. ENTIRE DURATION OF CONSTRUCTION OF THIS PROJECT. CONTRACTOR SHALL MAINTAIN A SET OF REDLINE DRAWINGS, SITE. 3. THE CONTRACTOR SHALL REFER TO THE STRUCTURAL ENGINEER'S PLANS FOR SPECIFICATIONS, PROCEDURES, AND E RECORDING AS -BUILT CONDITIONS DURING CONSTRUCTION. THESE REDLINE MARKED UP DRAWINGS WILL BE SUBMITTED REQUIREMENTS FOR THE BUILDING PAD. THE FOLLOWING SPECIFICATIONS AND STANDARDS ARE FOR THE SITE 13. THE CONTRACTOR SHALL COORDINATE ALL SLEEVING REQUIRED FOR ON -SITE UTILITIES AND IRRIGATION SYSTEMS. D FOR TO THE DESIGN CONSULTANT WHO WILL MAKE THE CHANGES ON THE ORIGINAL TRACINGS, LABELING EACH SHEET IN 7. PHASE TWO EROSION CONTROL MEASURES SHALL BE IMPLEMENTED IMMEDIATELY AFTER CONSTRUCTION OF THEIR PAVEMENT ONLY. ASSOCIATED IMPROVEMENTS. INLET PROTECTION BARRIERS SHALL BE CONSTRUCTED WITH HAY BALES OR SILT FENCING. THE SET AS "RECORD DRAWINGS", AND. RETURNING SAME TO THE CITY ENGINEER. 14. CONTRACTOR SHALL MARK ALL SERVICE LEADS WITH A METAL T POST, PAINTED BLUE FOR WATER AND GREEN CONSTRUCTION INLETS LOCATED IN PAVEMENT SHALL BE PROTECTED WITH SAND BAGS, REPLACING THE HAY BALES OR SILT FENCING, FOR SEWER, BURIED A MINIMUM OF 3' INTO THE GROUND. �'���� 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFEGUARDING AND PROTECTING ALL MATERIAL AND EQUIPMENT ONCE THE PAVEMENT IS IN PLACE. EROSION CONTROL MEASURES SHALL BE KEPT IN PLACE UNTIL UPSTREAM A. SUBGRADE: STORED ON THE JOBSITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE STORAGE OF MATERIALS IN A SAFE DRAINAGE AREAS ARE FULLY STABILIZED. 1. EXISTING TREES, STUMPS, AND LARGE TREE ROOT SYSTEMS, SHALL BE GRUBBED AND REMOVED. VEGETATION 15 ALL LIDS FOR PRIVATE SANITARY SEWER MANHOLES, GREASE TRAPS, SAMPLING WELLS, AND OIL/SAND AND WORKMANLIKE MANNER TO PREVENT INJURIES, DURING AND AFTER WORKING HOURS, UNTIL PROJECT COMPLETION. SHALL BE REMOVED AND THE TOP 6" OF TOP SOIL AND SUBGRADE SHALL BE STRIPPED FROM THE AREAS COVERED CONSTRUCTION DRAWINGS 8. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING SEDIMENT CONTROL DEVICES AFTER THE SITE HAS BEEN SEEDED BY THE PROPOSED IMPROVEMENTS. SEPERATORS SHALL NOT HAVE LABELING SAYING "CITY OF COLLEGE STATION". AND/OR SODDED, AND GROUND COVER HAS TAKEN ROOT. ISSUED PRIOR TO THIS 9. CONTRACTOR SHALL SAW CUT REMOVE AND REPLACE CONCRETE PAVEMENT, CURB AND GUTTER AS REQUIRED TO 2. PAVING AREAS SHALL BE PROOF -ROLLED AND', IF REQUIRED AT THE TIME OF CONSTRUCTION, THE CONTRACTOR DATE ARE REPLACED CONSTRUCT PROPOSED IMPROVEMENT(S). BY 9. THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO ENSURE THAT ALL DISTURBED AREAS ARE SHALL STABILIZE WEAK AREAS AS DIRECTED BY THE ENGINEER. MITIGATION OF WEAK AREAS MAY INCLUDE OVER THIS SET & SHOULD NOT 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PAY FOR AND OBTAIN ALL REQUIRED PERMITS AND STABILIZED. DESIGNATED. AREAS SHALL BE BLOCK SODDED, AND ALL OTHER AREAS DISTURBED DUE TO EXCAVATION AND BACKFILLING, REPROCESSING TO REMOVE MOISTURE, MODIFICATION WITH LIME OR CEMENT ADMIXTURE, PUBLIC UTILITY NOTES: INSPECTION APPROVALS FOR ALL WORK SHOWN. CONSTRUCTION SHALL BE HYDRO -MULCHED SEEDED. THESE STABILIZED AREAS SHALL BE SODDED OR SEEDED, DR USING GEDTEXTILES. FOLLOWING PROOF -ROLLING, THE SUBGRADE SHALL BE COMPACTED TO BETWEEN 95% AND BE USED FOR FERTILIZED, AND WATERED TO ESTABLISH A SOLID GROUND COVER WITHIN 30 DAYS OF COMPLETION, OR IF ACTIVITY 100% OF THE MAXIMUM DENSITY AS DETERMINED BY ASTM D698. MOISTURE CONTENT SHALL BE BETWEEN 0% AND A. GENERAL: CONSTRUCT) CEASES FOR MORE THAN 14 DAYS. +4% OF THE OPTIMUM MOISTURE CONTENT. ONE IN -PLACE DENSITY TEST SHALL BE PERFORMED FOR EVERY 5,000 11. ANY ADJACENT PROPERTY AND RIGHT-OF-WAY DISTURBED DURING CONSTRUCTION WILL BE RETURNED TO THEIR 1. THE 2009 B/CS UNIFIED TECHNICAL SPECIFICATIONS FOR WATER & SEWER CONSTRUCTION SHALL GOVERN ON THIS •.> ��� EXISTING CONDITIONS OR BETTER. SQ.FT. WITH A MINIMUM OF THREE (3) TEST BEING PERFORMED. PROJECT FOR ALL PUBLIC UTILITY IMPROVEMENTS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO 10. WHEN HYDROMULCH IS REQUIRED, CONTRACTOR SHALL KEEP MULCH MOIST AFTER INSTALLATION AND UNTIL AREA PERFORM ALL TESTS CONTAINED THEREIN. THE CONTRACTOR SHALL NOTIFY THE ENGINEER SHOULD ANY CONFLICTS OR Aw 12. ALL WORK WITHIN THE COUNTY OR CITY RIGHT-OF-WAY SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE SHOWS GROWTH. 3. EXISTING DRAINAGE WAYS THAT ARE TO BE FILLED SHALL HAVE BENCHES EXCAVATED INTO THE SIDE WALLS OF DISCREPANCIES OCCUR WITH THE CONSTRUCTION PLANS AND SPECIFICATIONS. THE CHANNEL SIDESLOPES PRIOR TO PLACEMENT OF FILL. BENCHES SHOULD BE AT LEAST SIX FEET IN WIDTH WITH STANDARDS AND SPECIFICATIONS AS TO THE INSTALLATION AND EROSION CONTROL PROTECTION. •_.. :. . 11. EROSION CONTROL MEASURES SHALL BE IMPLEMENTED PRIOR TO ANY EXCAVATION OR DEMOLITION WORK. ONE BENCH BEING PLACED VERTICALLY FOR EVERY TWO FEET OF CHANNEL HEIGHT. 2. THE CITY OF COLLEGE STATION WILL REQUIRE THE TESTING OF COMPACTION FOR ALL BACKFILL IN TRENCHES FOR B A ETC. 13. ALL EXPOSED DIRT SURFACES SHALL BE SEEDED/HYDROMULCHED. YARDS WITH SODD SHALL BE RESODDED TO PUBLIC WATER, SEWER AND DRAINAGE LINES. IF THE COMPACTION TEST SHOW THAT THE SPECIFICATIONS ARE NOT e% �:. • 88 83 THE SAME CONDITIONS OR BETTER. 4. MATERIAL EXCAVATED ON SITE, EXCLUDING THE TOP 6", MAY BE USED AS A FILL MATERIAL, UNDER PAVEMENT MET, THE CONTRACTOR WILL BE REQUIRED TO RECOMPACT THE TRENCH AND PAY FOR EACH SUBSEQUENT TEST UNTIL 0� moo•. L •• �� AREAS ONLY, AS LONG AS THE PI IS BETWEEN 19 AND 35, WITH A LIQUID LIMIT LESS THAN 49, AND THE MATERIAL IT MEETS OR EXCEEDS THE SPECIFICATIONS.•`• ' 14. PROPOSED SIGNS, OR THOSE WHICH REQUIRE RELOCATION, SHALL BE DONE IN ACCORDANCE TO THE FOLLOWING DEMOLITION NOTES: IS FREE FROM TRASH, LUMPS, CLODS, ORGANIC SUBSTANCE & OTHER FOREIGN MATTER. STANDARDS: SMD (GEN)-02 & SMD (SLIP-1)-02 THRU SMD (SLIP-3)-02. 3. CUT SHEETS FOR ALL NECESSARY UTILITIES SHALL BE PROVIDED, BY THE CONTRACTOR, AS THEY BECOME 1. DEMOLITION OF EXISTING STRUCTURES AND IMPROVEMENTS SHALL INCLUDE ALL WORK CONTAINED ON THESE ( SUBGRADE MATERIAL, UNDER PAVEMENT STRUCTURES, CONSISTING OF GRANULAR SOILS WITH A LOW PLASTICITY AVAILABLE PRIOR TO CONSTRUCTION OF THE WORK COVERED BY THE CUT SHEETS, AND SUBMITTED TO THE CITY'S 15. THE TEXAS UNIVERSAL TRIANGULAR SLIP BASE SIGN SUPPORTS WILL BE REQUIRED FOR ALL SIGNAGE WITHIN PLANS, BUT SHALL NOT BE LIMITED TO THE ITEMS SPECIFICALLY IDENTIFIED. ANY MATERIALS TO BE DEMOLISHED OR Pi<7} SHALL BE STABILIZED WITH TYPE 1 PORTLAND CEMENT (APPROXIMATELY 4% BY WEIGHT). ENGINEERING INSPECTOR. RIGHT-OF-WAY. CLEARED SHALL BE COMPLETELY REMOVED AND DISPOSED OF. THIS WORK WILL NOT ONLY CONSIST OF ABOVE GROUND ITEMS, BUT UNDERGROUND ELEMENTS. AS WELL, INCLUDING BUT NOT LIMITED TO: TREE ROOTS, FOUNDATION. 6. SUBGRADE MATERIAL, UNDER PAVEMENT STRUCTURES, CONSISTING H. CLAYEY SANDS, SANDY CLAYS AND CLAYS 4. TRENCH BACKFILL (UNLESS OTHERWISE NOTED): OF INTERMEDIATE PLASTICITY 7<PIG20 SHALL BE STABILIZED. WITH EQUAL RATIOS OF LIME AND FLY ASH 16. THE CONTRACTOR SHALL NOT CREATE A DIRT NUISANCE OR SAFETY HAZARD IN ANY STREET. THE PAVEMENT SYSTEMS, OLD PIPES, ETC... THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY ADDITIONAL ITEMS THAT ( ) (A) UNDERPROPOSED STREETS AND STRUCTURES (INCLUDING SIDEWALKS), INITIAL BEDDING &BACKFILL SHALL SHALL BE CLEANED DAILY. REQUIRE DEMOLITION, NOT IDENTIFIED ON THIS PLAN, PRIOR TO REMOVAL. (APPROXIMATELY 3% EACH BY WEIGHT). BE CEMENT STABILIZED SAND BEDDING AND SHALL BE COMPACTED IN LIFTS NOT GREATER THAN 6". FINAL BACKFILL 17. ADEQUATE DRAINAGE SHALL $E MAINTAINED 7. SUBGRADE SHALL CONSIST OF CLASS III MATERIAL IN LIEU OF CLASS IV B SOILS AND SHALL BE COMPACTED IN MAXIMUM 8" LIFTS Q AT ALL TIMES DURING CONSTRUCTION AND ANY DRAINAGE DITCH OR D MATERIAL UNDER PAVEMENT STRUCTURES CONSISTING OF CLAYS OF HIGH PLASTICITY P > 0 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO STAGE AND SEQUENCE ALL DEMOLITION WORK WITH ( 12) SHALL TO A DENSITY OF NOT LESS THAN 98% OF STANDARD MAXIMUM DENSITY AS DETERMINED USING ASTM D-698 AT A STRUCTURE DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO EXISTING CONDITIONS OR BETTER. THE ENGINEER & UTILITY COMPANIES TO PROVIDE MINIMAL INTERRUPTION AND INCONVENIENCE OF UTILITY SERVICES BE STABILIZED WITH TYPE A HYDRATED LIME (APPROXIMATELY 6% BY WEIGHT). MOISTURE CONTENT OF 0% TO 4% OF OPTIMUM MOISTURE. DENSITY TESTS SHOULD BE PERFORMED AT LEAST EVERY AND SUCH SEQUENCE AND STAGING OF WORK SHALL BE APPROVED BY THE ENGINEER PRIOR TO COMMENCEMENT OF 200 LINEAR FEET FOR EVERY TWO (2) FEET OF FILL AT LOCATIONS SPECIFIED BY THE ENGINEERING INSPECTOR. TESTS 18. THE CONTRACTOR SHALL COORDINATE ALL FENCE REMOVAL AND REPLACEMENT WITH THE DEVELOPER. WORK. 8. STABILIZED MATERIAL OR FILL MATERIAL SHALL BE PLACED IN EIGHT INCH MAXIMUM LOOSE LIFTS, WITH EACH LIFT SHOULD BE PERFORMED IN THE INSPECTOR'S PRESENCE UNLESS DIRECTED. OTHERWISE BY THE INSPECTOR. WETTED OR DRIED TO A MOISTURE CONTENT RANGE OF 0% TO +3% OF THE OPTIMUM MOISTURE CONTENT AND (B) IN AREAS NOT UNDER STRUCTURES, INITIAL BEDDING & BACKFILL SHALL BE BANK RIVER SAND. FINAL 19. THE CONTRACTOR AGREES TO REPAIR ANY DAMAGE TO THE PUBLIC RIGHT-OF-WAY IN ACCORDANCE WITH THE 3. DEMOLISHED SURPLUS MATERIAL SHALL BE LEGALLY DISPOSED OF OFF -SITE. COMPACTED TO A UNIFORM DENSITY OF 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D698. STANDARDS OF THE APPLICABLE REGULATORY AGENCY. BACKFILL MAY BE FINELY DIVIDED EXCAVATION MATERIAL AND SHALL BE COMPACTED IN MAXIMUM 8" LIFTS TO A X Y X 4. ALL PAVEMENT EDGES, BOUNDING THE CONSTRUCTION AREA & MATCHING WITH NEW CONSTRUCTION, SHALL BE 9. COMPACTION TESTS, FOR FILL, SHALL BE VERIFIED BY IN -PLACE DENSITY TESTS FOR EACH LIFT 1 TEST PER DENSITY OF NOT LESS THAN 90% OF STANDARD MAXIMUM DENSITY AS DETERMINED USING ASTM D-698 AT A I'_ U) w 20. THE CONTRACTOR SHALL PROTECT ALL MONUMENTS, IRON PINS, AND PROPERTY CORNERS DURING CONSTRUCTION. NEATLY SAW CUT, UNLESS GRAVEL. FLEXIBLE PAVEMENT SHALL BE SAW CUT A MINIMUM OF 24" BEYOND ANY 5,000 SQ.FT. OF FILL AREA) WITH A MINIMUM OF THREE (3) TEST BEING PERFORMED PER LIFT. ( MOISTURE CONTENT OF 0% TO 4% OF OPTIMUM MOISTURE. DENSITY TESTS SHOULD BE PERFORMED AT LEAST EVERY rn Z W = H' PROPOSED STRUCTURES. 200 LINEAR FEET FOR EVERY TWO (2) FEET OF FILL AT LOCATIONS SPECIFIED BY THE ENGINEERING INSPECTOR. TEST V I 10. STABILIZED MATERIAL SHOULD BE ROTARY TILLED TO PROVIDE A HOMOGENEOUS MIXTURE THAT MEETS THE SHOULD BE PERFORMED IN THE INSPECTOR'S PRESENCE UNLESS DIRECTED OTHERWISE BY THE INSPECTOR. Y = . CONTRACTOR SHALL INSTALL 14 GAUGE SOLID COPPER TRACING WIRE DIRECTLY ABOVE ALL PVC PUBLIC UTILITY Q O 5. THE CONTRACTOR SHALL CLEAR ALL RIGHT-OF-WAYS AND EASEMENTS CONTAINED IN THESE CONSTRUCTION GRADATION REQUIREMENTS SPECIFIED IN THE TxDOT, (JUNE 1, 2004) STANDARD SPECIFICATIONS FOR CONSTRUCTION 5J ® DIMENSIONAL CONTROL NOTES: DRAWINGS. AND MAINTENANCE OF HIGHWAYS, STREETS & BRIDGES, ITEM NO. 260 FOR LIME TREATMENT AND ITEM NO. 265 FOR vi U FLY ASH. LINES, TAPED EVERY 10', AND METAL DETECTOR TAPE SHALL BE PLACED ABOVE THE LINE NO DEEPER THAN 24", PER 6. THE CONTRACTOR SHALL FIELD VERIFY AND LOCATE ALL EXISTING UTILITIES ON SITE PRIOR TO DEMOLITION. B/CS STANDARD CONSTRUCTION DETAIL W1-03. W L` 0 1. THE CONTRACTOR MAY OBTAIN AN ELECTRONIC COPY OF THE SITE PLAN FOR CONSTRUCTION PURPOSES. THE Q 1 N ELECTRONIC FILE AND INFORMATION GENERATED, BY RME CONSULTING ENGINEERS (RME), FOR THIS PROJECT IS 11. THE SUBGRADE SHALL BE STABILIZED TWO FOOT (2') BEYOND THE BACK OF CURB OR EDGE OF PAVEMENT, � a � Q 7, THE. CONTRACTOR SHALL PERFORM. DEMOLITION. ACTIVITIES AS NOTED AND SHOWN ON THESE PLANS AND AS WHICHEVER IS GREATER, UNLESS OTHERWISE SPECIFIED BY STRICTER REQUIREMENTS. B_ WATER: _j 4 < CONSIDERED BY RME TO BE CONFIDENTIAL. WHEN ISSUED, ITS USE IS INTEND SOLELY FOR THE INDIVIDUAL OR ENTITY DIRECTED BY THE OWNER/DEVELOPER. 1. ALL WATER LINE FITTINGS AND SPECIALS SHALL BE MECHANICAL JOINT, DUCTILE IRON, CLASS 350, WITH STAINLESS O, V V ), OD TO WHICH IT IS ADDRESSED. THIS MATERIAL IS INTENDED FOR USE BY THE RECIPIENT NAMED, ONLY, AND PERMISSION STEEL NUTS AND BOLTS, UNLESS OTHERWISE SPECIFIED. LL_ Q ~ 12. COMPACTION TEST, FOR STABILIZED MATERIAL, SHALL BE VERIFIED BY IN -PLACE DENSITY TEST FOR EACH LIFT (1 ^ O IS NOT GRANTED TO THE RECIPIENT FOR DISTRIBUTION OF THESE DOCUMENTS IN ANY FORM OR FASHION. THE 8, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ANY PERMITS AND PAY ANY FEES REQUIRED TEST PER 5,000 SQ_FT. OF FILL AP.EA WITH A MINIMUM OF THREE 3 TEST BEING PERFORMED PER LIFT. !,- RECIPIENT UNDERSTANDS THAT THIS DATA IS AUTHORIZED "AS IS" WITHOUT ANY WARRANTY AS TO ITS PERFORMANCE, FOR DEMOLITION AND DISPOSAL FROM THE APPROPRIATE AUTHORITIES. ) O 2. UNLESS OTHERWISE SPECIFIED, THE CONTRACTOR MAY DEFLECT WATER LINES A MAXIMUM OF 1 DEGREE PER JOINT. w W O F- ACCURACY, FREEDOM FROM ERROR, OR AS TO ANY RESULTS GENERATED THROUGH ITS USE. THE RECIPIENT ALSO B. PORTLAND CEMENT CONCRETE: THIS DEFLECTION SHALL OCCUR ALONG THE BARREL OF THE PIPE AND NOT AT THE JOINT. Z u 0 m H UNDERSTANDS AND AGREES THAT RME, UPON RELEASE OF SUCH DATA, IS NO LONGER RESPONSIBLE FOR THEIR USE 9, THE CONTRACTOR SHALL INSTALL ALL EROSION AND SEDIMENT CONTROL DEVICES, AS SHOWN ON THE SWPPP, 1. ALL CONCRETE, UNLESS OTHERWISE SPECIFIED, SHALL BE 4.5 SACK MIX WITH A MINIMUM COMPRESSIVE STRENGTH W /� OR MODIFICATION. THE USER AND RECIPIENT OF THE ELECTRONIC DATA ACCEPTS FULL RESPONSIBILITY AND LIABILITY PRIOR TO COMMENCING DEMOLITION WORK. C. SANITARY SEWER: V i T- J FOR ANY CONSEQUENCES ARISING OUT OF THEIR USE. OF 3,500 PSI AT 28 DAYS. 1. MANHOLES SHALL BE VACUUM TESTED AND SEWER LINES SHALL BE AIR TESTED AND TV CAMERA INSPECTED V >.. (9 10. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UTILITIES THAT ARE TO REMAIN IN PLACE. ACCORDING TO B/CS UNIFIED SPECIFICATION NO. 490 PRIOR TO ACCEPTANCE. I- J 2_ ALL DIMENSIONS SHOWN ARE TO BE USED IN CONJUNCTION WITH THESE PLANS FOR LOCATING ALL IMPROVEMENTS 2. ALL CONCRETE SHALL BE PROPERLY VIBRATED WHEN PLACED AND NOT RAKED A DISTANCE GREATER THAN TEN ® O J AND SHALL BE FIELD VERIFIED BY THE CONTRACTOR FOR WORKABILITY PRIOR TO CONSTRUCTION OF IMPROVEMENTS. 11 THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO AVOID UNNECESSARY DAMAGE TO ANY EXISTING ROAD (10) FEET. t 1 3. UNLESS OTHERWISE SHOWN, ALL DIMENSIONING IS TO THE BACK OF CURB OR EDGE OF PAVEMENT, WHICHEVER IS SURFACE. 3. THE CONTRACTOR SHALL FOLLOW THE GENERAL INTENT OF THE JOINT PLANS SHOWN. JOINT SPACING SHALL NOT V APPLICABLE. 12. ALL EXISTING. ITEMS THAT ARE TO REMAIN IN PLACE WHICH. ARE DAMAGED DURING CONSTRUCTION SHALL BE EXCEED 15 IN ANY DIRECTION TO ANOTHER JOINT OR EDGE OF PAVEMENT. CONTROL JOINTS SHALL BE CUT BETWEEN 4. THE BOUNDARY AND TOPOGRAPHICAL SURVEY WAS PROVIDED BY KERR SURVEYING, CO. RESTORED TO ORIGINAL CONDITION, OR BETTER, AT THE SOLE EXPENSE OF THE CONTRACTOR. 4 AND 18 HOURS AFTER PLACEMENT OF CONCRETE AND MAY BE SUBSTITUTED WITH CONSTRUCTION JOINTS. 13. SHOULD ANY EXITING UTILITIES NOT SHOWN OR SHOWN INCORRECTLY ON THIS PLAN BE FOUND ON SITE, THE 4. EXPANSION JOINTS SHALL NOT EXCEED A MAXIMUM SPACING OF 60' AND SHOULD NOT BE PLACED THROUGH THE 5. T.B.M. 1A: SQUARE CUT IN BACK OF CONCRETE CURB ON THE SOUTH SIDE OF PARK PLACE DIRECTION ACROSS CONTRACTOR SHALL CONTACT THE ENGINEER IMMEDIATELY TO DISCUSS ANY POSSIBLE CONFLICTS BEFORE PROCEEDING MIDDLE OF AREA INLET OR JUNCTION BOXES LOCATED iN THE PAVEMENT. ALL AREA INLETS OR JUNCTION BOXES, FROM THE SUBJECT PROPERTIES' SOUTHWEST PROPERTY CORNER. WITH ANY WORK IN THAT AREA. LOCATED IN PAVEMENT AREAS, SHALL BE INSTALLED WITH ISOLATION JOINTS BETWEEN THE STRUCTURE AND THE (ELEV.=297.23'-NAD 83) PAVEMENT. 14. AN ASBESTOS SURVEY MUST BE PERFORMED PRIOR TO THE DEMOLISHING OF ANY STRUCTURES. THE CONTRACTOR SHALL ADHERE TO THE REQUIREMENTS SET FORTH IN THE ASBESTOS SURVEY AND REPORT. 5. ALL JOINTS SHALL BE SEALED WITH SONOBORN SONOLASTIC SL1, OR APPROVED EQUIVALENT. GAS COMPANY NOTES: 15. THE CONTRACTOR SHALL COORDINATE ALL WATER AND SANITARY SEWER CONNECTIONS WITH THE CITY OF 6. AS FAR AS PRACTICAL, THE CONTRACTOR SHALL ALIGN ALL SIDEWALK JOINTS WITH CURB AND PAVEMENT JOINTS. CLIENT INFORMATION COLLEGE STATION PUBLIC WORKS DEPARTMENT AND THE CITY INSPECTOR. PRIOR TO CONNECTION WITH EXISTING CRAIG & CAROL INVESTMENTS, Ltd. UTILITY LINES ALL NEW LINES & STRUCTURES, RESPECTIVELY, SHALL BE IN PLACE, TESTED, AND APPROVED SO THAT 7. CONCRETE SHALL NOT BE PLACED IF THE AIR TEMPERATURE IS 50"F AND FALLING OR 951F OR HIGHER. coo CRAIG PAULL 1. AT ALL UNDERGROUND GAS UTILITY CROSSINGS THE CONTRACTOR SHALL GIVE THE APPROPRIATE UTILITY COMPANY THEY CAN BE PROMPTLY CONNECTED & PLACED IN SERVICE WITH MINIMUM DISRUPTION. CONCRETE MAY BE PLACED IF THE AIR TEMPERATURE IS 40°F AND RISING OR LESS THAN 95'F. 1808 TEXAS AVENUE S., STE. 300 A MINIMUM OF 72 HOURS NOTICE SO THAT THEIR FIELD REPRESENTATIVE MAY BE PRESENT. COLLEGE STATION, TX 16. THE CONTRACTOR SHALL COORDINATE AND SCHEDULE ELECTRICAL SERVICE FACILITIES WITH COLLEGE STATION C. STEEL: OFF: (979) 695-9955 2. TWENTY-FOUR (24) INCH CLEARANCE SHALL BE MAINTAIN BETWEEN THE PROPOSED UTILITY AND THE EXISTING ELECTRIC (CSU). A PORTION OF THIS WORK WILL BE PERFORMED BY CSU, BUT THE CONTRACTOR SHALL BE 1. ALL REINFORCING STEEL SHALL BE DEFORMED BILLED STEEL BAR HAVING A MINIMUM YIELD STRENGTH OF NOT FAX: 979 695-9944 UNDERGROUND GAS LINE. THIS CLEARANCE SHALL BE MEASURED FROM OUTSIDE OF PIPE TO OUTSIDE OF PIPE, OR RESPONSIBLE FOR REIMBURSEMENT OF ALL WORK, SERVICES, AND MATERIALS REQUIRED BY CSU TO PERFORM SUCH LESS THAN 60 KSI CONFORMING TO ASTM A615, GRADE 60. ( ) SLEEVING, WHICHEVER IS MORE CONSERVATIVE. DUTIES. EMAIL: CRAIG@SYSTEKMAIL.COM 2. ALL REINFORCING STEEL SHALL BE FREE FROM RUST OR OTHER BOND REDUCING AGENTS. FILENAME: 0335CV1A SCALE: N/A 3. FOR EXCAVATION NEAR THE UNDERGROUND GAS LINE, THE CONTRACTOR SHALL COVER, OR REMOVE, THE BUCKET 17, THE CONTRACTOR SHALL COORDINATE AND SCHEDULE GAS SERVICE WORK WITH ATMOS ENERGY AND WITH THE TEETH OF THE EXCAVATOR. THE FINAL TWENTY-FOUR (24) INCHES SURROUNDING THE GAS LINE SHALL BE INSTALLATION OF THE REQUIRED REPLACEMENT FACILITIES. THIS WORK WILL BE PERFORMED BY ATMOS ENERGY, BUT 3. ALL SPLICES IN PAVEMENT AND CURBING STEEL SHALL BE STAGGERED AND LAPPED 30"xBAR DIAMETER OR 12", SUBMITTED DATE: OCTOBER 6, 2010 EXCAVATED BY HAND DIGGING. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REIMBURSEMENT OF ALL WORK, SERVICES, AND MATERIALS REQUIRED WHICHEVER IS GREATER. DRAWN BY: R.A.M. BY ATMOS ENERGY TO PERFORM SUCH DUTIES. CHECKED BY: R.A.M. 4. CONCRETE COVERAGE FOR THE REINFORCING STEEL SHALL COMPLY WITH THE A.G.I. CODE, LATEST EDITION. THE 18. THE CONTRACTOR SHALL COORDINATE AND SCHEDULE INSTALLATION OF PHONE SERVICES WITH VERIZON STEEL SHALL HAVE A MINIMUM 12" CLEARANCE WITH THE SOIL. FIELD BOOK: N/A PAGES: N/A TELEPHONE COMPANY. THIS WORK WILL BE PERFORMED BY VERIZON, BUT THE CONTRACTOR SHALL BE RESPONSIBLE RME CONSULTING ENGINEERS FOR REIMBURSEMENT OF ALL WORK, SERVICES, AND MATERIALS REQUIRED BY VERIZON TO PERFORM SUCH DUTIES. CLIENT NO. PROJECT NO. 19. DURING ALL PHASES OF CONSTRUCTION, THE CONTRACTOR SHALL MAINTAIN FIRE ACCESS AND FIRE FLOWS, TO �j� 0 3 f�� a� ALL EXISTING AND PROPOSED BUILDINGS, IN A MANNER THAT IS ACCEPTABLE TO THE FIRE MARSHALL. FIRE G ACCESSIBILITY SHALL MEET THE MINIMUM REQUIREMENTS: Adlmllll A. DURING CONSTRUCTION THE PROPOSED BUILDING. SHALL BE ACCESSIBLE BY THE PROPOSED FIRE LANES AND A CLEAR PATH TO ALL EXISTING FIRE HYDRANTS, SHALL BE MAINTAINED; B. PRIOR TO CONSTRUCTION OF ALL PROPOSED BUILDINGS, THE PROPOSED PUBLIC WATER SYSTEM t;om IMPROVEMENTS, AND AN ALL-WEATHER ROAD/ACCESS WAY, SHALL BE INSTALLED AND ACCEPTED BY THE CITY. SHEET 20F 11 PRIVATE UTILITY NOTES: TCEQ RULES & REGULATIONS (§217.53 (d). — SEPARATION DISTANCES): TCEQ RULES & REGULATIONS (4290.44. WATER DISTRIBUTION): I 1. THE CONTRACTOR SHALL INSTALL THE PROPOSED PRIVATE UTILITY LINES IN ACCORDANCE WITH LOCAL CODES, (D) SEPARATION DISTANCES BETWEEN PUBLIC WATER SUPPLY PIPES AND WASTEWATER COLLECTION SYSTEM PIPES OR (E) LOCATION OF WATERLINES. THE FOLLOWING RULES APPLY TO INSTALLATIONS OF WATERLINES, WASTEWATER MAINS -... . LATEST NATIONAL PLUMBINGCODE AND ALL APPLICABLE STATE AND LOCAL LAWSOTHERPRIVATE OR PUBLIC MANHOLES. OR LATERALS, AND OTHER CONVEYANCES IDENTIFIED AS POTENTIAL SOURCES OF CONTAMINATION. FURTHERMORE, ALL UTILITIES SHALL BE INSTALLED IN ACCORDANCE WITH THE UTILITY COMPANY'S SPECIFICATIONS. SHOULD THESE RATINGS SPECIFIED SHALL BE DEFINED BY ASTM OR AWWA STANDARDS UNLESS STATED OTHERWISE. NEW MAINS, n DRAWINGS AND SPECIFICATIONS DIFFER WITH OTHER UTILITY COMPANY'S SPECIFICATIONS, THE STRICTER OF THE TWO (1) COLLECTION SYSTEM PIPES MUST BE INSTALLED IN TRENCHES SEPARATE FROM PUBLIC WATER SUPPLY SERVICE LINES, OR LATERALS ARE THOSE THAT ARE INSTALLED WHERE NO MAIN, SERVICE LINE, OR LATERAL SHALL APPLY. TRENCHES. PREVIOUSLY EXISTED, OR WHERE EXISTING MAINS, SERVICE LINES, OR LATERALS ARE REPLACED WITH PIPES OF r DIFFERENT SIZE OR MATERIAL. 7607 EASTMARK DR., STE. 250F <77840> 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PAY FOR AND OBTAIN ALL REQUIRED PERMITS AND (2) COLLECTION SYSTEM PIPES MUST BE NO CLOSER THAN NINE FEET IN ANY DIRECTION TO A PUBLIC WATER POST OFFICE BOX 9253 INSPECTION APPROVALS FOR ALL WORK SHOWN. SUPPLY LINE. (1) WHEN NEW POTABLE WATER DISTRIBUTION LINES ARE CONSTRUCTED, THEY SHALL BE INSTALLED NO CLOSER COLLEGE STATION, TEXAS 77842 THAN NINE FEET IN ALL DIREC11ONS TO WASTEWATER COLLECTION FACILITIES. ALL SEPARATION DISTANCES SHALL BE Elt t[ : civil@rmeugineer.com 3. THE CONTRACTOR SHALL COORDINATE ALL INSTALLATIONS OF SERVICES LINES, CONDUIT, METERS, ETC... WITH THE (3) IF A NINE -FOOT SEPARATION DISTANCE CANNOT BE ACHIEVED, THE FOLLOWING GUIDELINES WILL APPLY. TEXAS MEASURED FROM THE OUTSIDE SURFACE OF EACH OF THE RESPECTIVE PIECES. OFFICE - (979) 764-0704 APPROPRIATE UTILITY COMPANY. COMMISSION ON ENVIRONMENTAL QUALITY PAGE 3 CHAPTER 217 - DESIGN CRITERIA FOR DOMESTIC WASTEWATER FAX - (979) 764-0704 SYSTEMS (2) POTABLE WATER DISTRIBUTION LINES AND WASTEWATER MAINS OR LATERALS THAT FORM PARALLEL UTILITY LINES SHALL BE INSTALLED IN SEPARATE TRENCHES. TEXAS FIRM REGISTRATION No. F-4695 STORM SEWER NOTES (PUBLIC & PRIVATE): (A) IF A COLLECTION SYSTEM PARALLELS A PUBLIC WATER SUPPLY PIPE THE FOLLOWING REQUIREMENTS APPLY. (3) NO PHYSICAL CONNECTION SHALL BE MADE BETWEEN A DRINKING WATER SUPPLY AND A SEWER LINE. ANY APPURTENANCE SHALL BE DESIGNED AND CONSTRUCTED SO AS TO PREVENT ANY POSSIBILITY OF SEWAGE ENTERING KERR SURVEYING, LLC (I) A COLLECTION SYSTEM PIPE MUST BE CONSTRUCTED OF CAST IRON, DUCTILE IRON, OR PVC THE DRINKING WATER SYSTEM. 505 CHURCH STREET 1. ALL PRIVATE 12" - 48" STORM SEWER PIPE, EXCEPT AS NOTED, IS TO BE CONSTRUCTED OUT OF HDPE (DR 21) MEETING ASTM SPECIFICATIONS WITH AT LEAST A 150 POUNDS PER SQUARE INCH (PSI) PRESSURE RATING FOR BOTH COLLEGE STATION, TX 77841 PIPE CONFORMING TO ASTM F-714 AND HAVING A MINIMUM PIPE STIFFNESS OF 46. THE PIPE AND JOINTS. 2. ALL PUBLIC .STORM SEWER PIPE, EXCEPT AS NOTED, IS TO BE CONSTRUCTED OUT OF REINFORCED CONCRETE PIPE (11) A VERTICAL "SEPARATION MUST BE AT LEAST TWO FEET BETWEEN THE OUTSIDE DIAMETERS OF THE (4) WHERE THE NINE -FOOT SEPARATION :DISTANCE CANNOT:.B.E FCHI:EVED, THE FOLLOWING CRITERIA SHALL APPLY. OFF: (979) 268-3195 (RCP), ASTM C76, CLASS III WITH RUBBER GASKETED PROFILE CONFORMING TO ASTM C443. PIPES. FAX: (979) 691-8904 (111) A HORIZONTAL SEPARATION MUST BE AT LEAST FOUR FEET BETWEEN OUTSIDE DIAMETERS OF THE (A) NEW WATERLINE INSTALLATION -PARALLEL LINES. PIPES. (1) WHERE A NEW POTABLE WATERLINE PARALLELS AN EXISTING, NON —PRESSURE OR PRESSURE RATED 3. CONTRACTOR SHALL PROVIDE A MINIMUM OF 12" (TWELVE INCHES) CLEARANCE AT STORM SEWER AND WATER LINE WASTEWATER MAIN OR LATERAL AND THE LICENSED PROFESSIONAL ENGINEER LICENSED IN THE STATE OF TEXAS IS (IV) A COLLECTION SYSTEM PIPE MUST BE BELOW A PUBLIC WATER SUPPLY PIPE. CROSSINGS, AND A MINIMUM OF 6" (SIX INCHES) AT STORM SEWER AND SANITARY SEWER CROSSINGS. ABLE TO DETERMINE THAT THE EXISTING WASTEWATER MAIN OR LATERAL IS NOT LEAKING, THE NEW POTABLE (B) IF A COLLECTION SYSTEM PIPE CROSSES A PUBLIC WATER SUPPLY PIPE, THE FOLLOWING REQUIREMENTS WATERLINE SHALL BE LOCATED AT LEAST TWO FEET ABOVE THE EXISTING WASTEWATER MAIN OR LATERAL, MEASURED 4. UNLESS OTHERWISE SPECIFIED, THE CONTRACTOR SHALL INSTALL ALL HDPE IN ACCORDANCE WITH THE TRENCH APPLY: VERTICALLY, AND AT LEAST FOUR FEET AWAY, MEASURED HORIZONTALLY, FROM THE EXISTING WASTEWATER MAIN OR DETAIL CONTAINED IN THESE CONSTRUCTION DRAWINGS. ALL RCP SHALL BE INSTALLED IN ACCORDANCE WITH B/CS LATERAL. EVERY EFFORT SHALL BE EXERTED NOT TO DISTURB THE BEDDING AND BACKFILL OF THE EXISTING(1) IF A COLLECTION SYSTEM IS CONSTRUCTED OF CAST IRON, DUCTILE IRON, OR PVC WITH A MINIMUM STANDARD DETAIL. D3-02._ WASTEWATER MAIN OR LATERAL. PRESSURE RATING OF 150 PSI, THE FOLLOWING REQUIREMENTS APPLY (I) A .MINIMUM SEPARATION DISTANCE IS SIX INCHES BETWEEN OUTSIDE DIAMETERS OF THE (ii) WHERE A NEW POTABLE WATERLINE PARALLELS AN EXISTING PRESSURE RATED WASTEWATER MAIN OR LATERAL AND IT CANNOT BE DETERMINED BY THE LICENSED PROFESSIONAL ENGINEER IF THE EXISTING LINE IS LEAKING, PIPES. THE EXISTING WASTEWATER MAIN OR LATERAL SHALL BE REPLACED WITH AT LEAST 150 PSI PRESSURE RATED PIPE. WATER LINE NOTES (PUBLIC & PRIVATE): (II) A COLLECTION SYSTEM PIPE MUST BE BELOW A PUBLIC WATER SUPPLY PIPE. THE NEW POTABLE WATERLINE SHALL BE LOCATED AT LEAST TWO FEET ABOVE THE NEW WASTEWATER LINE, MEASURED (111) COLLECTION SYSTEM PIPE JOINTS MUST BE LOCATED AS FAR AS POSSIBLE FROM AN VERTICALLY, AND AT LEAST FOUR FEET AWAY, MEASURED HORIZONTALLY, FROM THE REPLACED WASTEWATER MAIN OR 1. ALL DOMESTIC WATER LINE PIPE SHALL BE CONSTRUCTED OUT OF PVC (SCH 40). PUBLIC OR FIRE WATER LINE INTERSECTION WITH A PUBLIC WATER SUPPLY LINE. LATERAL. PIPE SHALL BE CONSTRUCTED OUT OF C909 CLASS 200 MATERIAL. (II) IF A COLLECTION SYSTEM PIPE CROSSES- UNDER A PUBLIC. WATER SUPPLY PIPE AND THE (III) WHERE A NEW POTABLE WATERLINE PARALLELS A NEW WASTEWATER MAIN, THE WASTEWATER MAIN OR ( ) COLLECTION SYSTEM PIPE IS CONSTRUCTED OF ACRYLONITRILE BUTADIENE STYRENE (ABS) TRUSS PIPE, SIMILAR LATERAL SHALL BE CONSTRUCTED OF AT LEAST 150 PSI PRESSURE RATED PIPE. THE NEW POTABLE WATERLINE SHALL 2. THIS PROJECT SHALL BE BUILT BY MEANS OF OPEN CUT EXCEPT AS NOTED ON THE DRAWINGS. CONTRACTOR TO SEMI -RIGID PLASTIC COMPOSITE PIPE, CLAY PIPE, OR CONCRETE PIPE WITH GASKETED JOINTS, THE FOLLOWING BE LOCATED AT LEAST TWO FEET ABOVE THE WASTEWATER MAIN OR LATERAL, MEASURED VERTICALLY, AND AT LEAST DETERMINE THE LOCATIONS OF BORE PITS IN FIELD SUBJECT TO THE INSPECTOR'S APPROVAL. REQUIREMENTS APPLY: FOUR FEET AWAY, MEASURED HORIZONTALLY, FROM THE WASTEWATER MAIN OR LATERAL. (1) A MINIMUM SEPARATION DISTANCE 1S TWO .FEET. MARK BATE DESCRIPTION 3. WATER SERVICES SHALL BE SLEEVED UNDER THE PAVEMENT, AND 2' BEYOND THE BACK OF CURB WITH 4" PVC (11) IF A COLLECTION SYSTEM PIPE IS WITHIN NINE FEET OF A PUBLIC WATER SUPPLY PIPE, THE (B) NEW WATERLINE INSTALLATION - CROSSING LINES. T �' � (SCH 40). INITIAL BACKFILL AROUND THE COLLECTION SYSTEM PIPE MUST BE (1) WHERE A NEW POTABLE WATERLINE CROSSES AN EXISTING, NON -PRESSURE RATED WASTEWATER MAIN OR (-A-) SAND STABILIZED WITH TWO OR MORE 80 POUND BAGS OF CEMENT PER CUBIC LATERAL, ONE SEGMENT OF THE WATERLINE PIPE SHALL BE CENTERED OVER THE WASTEWATER MAIN OR LATERAL SUCH YARD OF SAND FOR ANY SECTION OF COLLECTION SYSTEM PIPE WITHIN NINE FEET OF A PUBLIC WATER SUPPLY PIPE. THAT THE JOINTS OF THE WATERLINE PIPE ARE EQUIDISTANT AND AT LEAST NINE FEET HORIZONTALLY FROM THE COMPLETE (-B-) INSTALLED FROM ONE QUARTER OF THE DIAMETER OF THE COLLECTION SYSTEM CENTERLINE OF THE WASTEWATER MAIN OR LATERAL. THE POTABLE WATERLINE SHALL BE AT LEAST TWO FEET ABOVE SANITARY SEWER MOTES (PUBLIC &PRIVATE): PIPE BELOW THE CENTERLINE OF THE COLLECTION SYSTEM PIPE TO ONE PIPE DIAMETER (BUT NOT LESS THAN 12 THE WASTEWATER MAIN OR LATERAL. WHENEVER POSSIBLE, THE CROSSING SHALL BE CENTERED BETWEEN THE JOINTS INCHES) ABOVE THE TOP OF THE COLLECTION SYSTEM PIPE. OF THE WASTEWATER MAIN OR LATERAL. IF THE EXISTING WASTEWATER MAIN OR LATERAL IS DISTURBED OR SHOWS III IF A COLLECTION SYSTEM CROSSES OVER A PUBLIC WATER SUPPLY PIPE, ONE OF THE FOLLOWING SIGNS OF LEAKING, IT SHALL BE REPLACED FOR AT LEAST NINE FEET IN BOTH DIRECTIONS (18 FEET TOTAL) WITH AT 1. WHEN MAKING A CONNECTION TO AN EXISTING SANITARY SEWER MANHOLE, CONTRACTOR SHALL PLUG ( ) LEAST 1.50 PSI PRESSURE. RATED PIPE. CONSTRUCTION DOWNSTREAM END OF PROPOSED SANITARY SEWER. THE SEWER SHALL REMAIN PLUGGED UNTIL FINAL ACCEPTANCE PROCEDURES MUST BE FOLLOWED: BY THE CITY. (I) EACH PORTION OF A COLLECTION SYSTEM PIPE WITHIN NINE FEET OF A PUBLIC WATER (II) WHERE A NEW POTABLE WATERLINE CROSSES AN EXISTING, PRESSURE RAZED WASTEWATER MAIN OR LATERAL, ONE SEGMENT OF THE WATERLINE PIPE SHALL BE CENTERED OVER THE WASTEWATER MAIN OR LATERAL SUCH THAT I 11224110 SUPPLY PIPE MUST BE CONSTRUCTED OF CAST IRON, DUCTILE IRON, OR PVC PIPE WITH AT LEAST A 150 PSI 2. UNLESS MANHOLES CAN BE MADE WATERTIGHT AND TESTED FOR NO LEAKAGE, THEY MUST BE INSTALLED SO AS PRESSURE RATING USING APPROPRIATE ADAPTERS. THE JOINTS OF THE WATERLINE PIPE ARE EQUIDISTANT AND AT LEAST NINE FEET HORIZONTALLY FROM THE CENTERLINE OF THE WASTEWATER MAIN OR LATERAL. THE POTABLE WATERLINE SHALL BE LEAST SIX INCHES ABOVE TO PROVIDE A MINIMUM OF NINE FEET OF HORIZONTAL CLEARANCE FROM AN EXISTING OR PROPOSED WATERLINE. IF (11) A COLLECTION SYSTEM PIPE MUST BE ENCASED IN A JOINT OF AT LEAST 150 PSI THE CONSTRUCTION DRAWINGS WASTEWATER MAIN OR LATERAL. WHENEVER POSSIBLE, THE CROSSING SHALL BE CENTERED BETWEEN THE JOINTS S OF THE NINE FOOT SEPARATION DISTANCE CANNOT BE ACHIEVED, THE WATERLINE MUST BE ENCASED IN A JOINT OF 150 PRESSURE CLASS PIPE THAT IS: ISSUED PRIOR TO THIS PSI PRESSURE CLASS. PIPE AT LEAST 18 FEET LONG AND TWO NOMINAL SIZES LARGER THAN THE WATERLINE. THE (-A-) CENTERED ONTHE GROSSING, THE WASTEWATER MAIN OR LATERAL IF THE EXISTING WASTEWATER MAIN OR LATERAL SHOWS SIGNS OF LEAKING, IT DATE ARE REPLACED BY SPACE AROUND THE CARRIER PIPE SHALL BE SUPPORTED AT 5 FOOT INTERVALS WITH SPACERS OR BE FILLED TO (-B-) SEALED AT BOTH ENDS WITH CEMENT GROUT OR MANUFACTURED SEAL; SHALL BE REPLACED FOR AT LEAST NINE FEET IN BOTH DIRECTIONS (18 FEET TOTAL) WITH AT LEAST 150 PSI PRESSURE RATED PIPE. THIS SET & SHOULD NOT THE SPRINGLINE WITH WASHED SAND. THE ENCASEMENT PIPE SHALL BE CENTERED ON THE CROSSING AND BOTH ENDS SEALED WITH CEMENT GROUT OR MANUFACTURED SEAL. (-C-) AT LEAST 18 FEET LONG; (III) WHERE A NEW POTABLE WATERLINE CROSSES A NEW, NON -PRESSURE RATED WASTEWATER MAIN OR LATERAL BE USED FOR (-D-) AT LEAST TWO NOMINAL SIZES LARGER THAN THE WASTEWATER COLLECTION AND THE STANDARD PIPE SEGMENT LENGTH OF THE WASTEWATER MAIN OR LATERAL IS AT LEAST 18 FEET, ONE 3. NO CAST -IN -PLACE MANHOLES SHALL BE USED. PIPE; AND SEGMENT OF THE WATERLINE PIPE SHALL BE CENTERED OVER THE WASTEWATER MAIN OR LATERAL SUCH THAT THE CONSTRUCTI (-E-) SUPPORTED BY SPACERS BETWEEN THE COLLECTION SYSTEM PIPE AND THE JOINTS OF THE WATERLINE PIPE ARE EQUIDISTANT AND AT LEAST NINE FEET HORIZONTALLY FROM THE CENTERLINE OF ��s��»1V,'t ENCASING PIPE AT A MAXIMUM OF FIVE-FOOT INTERVALS. THE WASTEWATER MAIN OR LATERAL. THE POTABLE WATERLINE SHALL BE AT LEAST TWO FEET ABOVE THE �k 1 4. ALL SANITARY SEWER PIPE 6" TO 15" SHALL BE SDR 26 PVC SEWER PIPE MEETING ASTM SPECIFICATION D-3034 .17 •,••" •••9 WASTEWATER MAIN OR LATERAL. WHENEVER POSSIBLE THE CROSSING SHALL BE CENTERED BETWEEN THE JOINTS OF Aw HAVING A MINIMUM PIPE STIFFNESS OF 115, UNLESS OTHERWISE NOTED. (4) PUBLIC WATER SUPPLY PIPE AND COLLECTION SYSTEM MANHOLE SEPARATION. THE WASTEWATER MAIN OR LATERAL. THE WASTEWATER PIPE SHALL HAVE A MINIMUM PIPE STIFFNESS OF 115 PSI AT 5.0% DEFLECTION. THE WASTEWATER MAIN OR LATERAL SHALL BE EMBEDDED IN CEMENT STABILIZED SAND (SEE * I/ 5. ANY AND ALL D.I.P. TO BE USED WILL HAVE BOTH EXTERNAL AND INTERNAL PROTECTION. EXTERNAL ,>• ••••••• •• • � (A) UNLESS COLLECTION SYSTEM :MANHOLES AND THE CONNECTING COLLECTION SYSTEM PIPE ARE CLAUSE (VI) OF THIS SUBPARAGRAPH) FOR THE TOTAL LENGTH OF ONE PIPE SEGMENT PLUS 12 INCHES BEYOND THE POLYETHYLENE TUBING OR DOUBLE WRAP WILL BE 8 MILS THICK PER LAYER AND TIED TO PIPE AT 3' MAXIMUM WATERTIGHT, AS SUPPORTED BY LEAKAGE TESTS SHOWING NO LEAKAGE, THEY MUST BE INSTALLED A MINIMUM OF JOINT ON EACH END. ♦ _• B_ A METC •_ INTERVAL (IF LAID), OR BANDED TO PIPE AT 1' MAXIMUM INTERVALS (w/SCREW-TIGHTENED STEEL BANDS) (IF 0 0 • • $$ 83 NINE FEET OF HORIZONTAL CLEARANCE FROM AN EXISTING OR PROPOSED PUBLIC WATER SUPPLY PIPE. (IV) WHERE A NEW POTABLE WATERLINE CROSSES A NEW, NON -PRESSURE RATED WASTEWATER MAIN OR LATERAL '•�°' JACKED). INTERNAL POLYETHYLENE (OR POLYURETHANE). LINER (OR COATINGS) WILL BE 4G MILS. THICK. AND A STANDARD LENGTH OF THE WASTEWATER PIPE IS LESSTHAN 18 FEET IN LENGTH, THE POTABLE WATER PIPE ell°^F'• (B) IF A NINE -FOOT SEPARATION DISTANCE CANNOT BE ACHIEVED, THE REQUIREMENTS IN PARAGRAPH SEGMENT SHALL BE CENTERED OVER THE WASTEWATER LINE. THE MATERIALS AND METHOD OF INSTALLATION SHALL i 6. CONTRACTOR SHALL INSTALL DRIP PAN ON EACH SANITARY SEWER MANHOLE LOCATED IN PAVEMENT. (3) OF THIS SUBSECTION APPLY. CONFORM WITH ONE OF THE FOLLOWING OPTIONS. ! �e\0 (1) WITHIN NINE FEET HORIZONTALLY OF EITHER SIDE OF THE WATERLINE, THE WASTEWATER PIPE AND JOINTS SHALL BE CONSTRUCTED WITH PIPE MATERIAL HAVING A MINIMUM PRESSURE RATING OF AT LEAST 150 PSI. AN ABSOLUTE MINIMUM VERTICAL SEPARATION DISTANCE OF TWO FEET SHALL BE PROVIDED. THE WASTEWATER MAIN OR LATERAL SHALL BE LOCATED BELOW THE WATERLINE. (11) ALL SECTIONS OF WASTEWATER MAIN OR LATERAL WITHIN NINE FEET HORIZONTALLY OF THE WATERLINE SHALL BE ENCASED IN AN 18-FOOT (OR LONGER) SECTION OF PIPE. FLEXIBLE ENCASING PIPE SHALL HAVE A MINIMUM PIPE STIFFNESS OF 115 PSI AT 5.0% DEFLECTION. THE ENCASING PIPE SHALL BE CENTERED ON THE WATERLINE AND SHALL BE AT LEAST TWO NOMINAL PIPE DIAMETERS LARGER THAN THE WASTEWATER MAIN OR LATERAL. THE SPACE AROUND THE CARRIER PIPE SHALL BE SUPPORTED AT FIVE-FOOT (OR LESS) INTERVALS WITH SPACERS OR BE FILLED TO THE SPRINGLINE WITH WASHED SAND. EACH END OF THE CASING SHALL BE SEALED WITH WATERTIGHT NON -SHRINK CEMENT GROUT OR A MANUFACTURED WATERTIGHT SEAL. AN ABSOLUTE MINIMUM SEPARATION DISTANCE OF SIX INCHES BETWEEN THE ENCASEMENT PIPE AND THE WATERLINE SHALL BE PROVIDED. THE WASTEWATER LINE SHALL BE LOCATED BELOW THE WATERLINE. x Q (A!) WHEN A NEW WATERLINE CROSSES UNDER A WASTEWATER MAIN OR LATERAL, THE WATERLINE SHALL W BE ENCASED AS DESCRIBED FOR WASTEWATER MAINS OR LATERALS IN SUBCLAUSE (II) OF THIS CLAUSE OR W �/ Z_ F- CONSTRUCTED OF DUCTILE IRON OR STEEL PIPE WITH MECHANICAL OR WELDED JOINTS AS APPROPRIATE. AN j _ ABSOLUTE MINIMUM SEPARATION DISTANCE OF ONE FOOT BETWEEN THE WATERLINE AND THE WASTEWATER MAIN OR W Q Z a LATERAL SHALL BE PROVIDED. BOTH THE WATERLINE AND WASTEWATER MAIN OR LATERAL MUST PASS A PRESSURE Y z AND LEAKAGE TEST AS SPECIFIED IN AWWA C600 STANDARDS. J (V) WHERE A NEW POTABLE WATERLINE CROSSES A NEW, PRESSURE RATED WASTEWATER MAIN OR 0 I/j � LATERAL, ONE SEGMENT OF THE WATERLINE PIPE .SHALL BE :CENTERED .OVER THE WASTEWATER LINE .SUCH THAT THE z W � ~ ls_ .O JOINTS OF THE WATERLINE PIPE ARE EQUIDISTANT AND AT LEAST NINE FEET HORIZONTALLY FROM THE CENTER LINE OF = `♦ '�� I Q THE WASTEWATER MAIN OR LATERAL. THE POTABLE WATERLINE SHALL BE AT LEAST SIX INCHES ABOVE THE J F- WASTEWATER MAIN OR LATERAL. WHENEVER POSSIBLE, THE CROSSING SHALL BE CENTERED BETWEEN THE JOINTS OF H m THE WASTEWATER MAIN OR LATERAL. THE WASTEWATER PIPE SHALL HAVE A MINIMUM PRESSURE RATING OF AT LEAST 0 150 PSI. THE WASTEWATER MAIN OR LATERAL SHALL BE EMBEDDED IN CEMENT STABILIZED SAND (SEE CLAUSE (VI) "W Z OF THIS SUBPARAGRAPH) FOR THE TOTAL LENGTH OF ONE PIPE SEGMENT PLUS 12 INCHES BEYOND THE JOINT ON WLJ O.O EACH END. uj J Q (VI) WHERE CEMENT STABILIZED SAND BEDDING IS REQUIRED, THE CEMENT STABILIZED SAND SHALL HAVE A Z MINIMUM OF 10% CEMENT PER CUBIC YARD OF CEMENT STABILIZED SAND MIXTURE, BASED ON LOOSE DRY WEIGHT W r VOLUME (AT LEAST 2.5 BAGS OF CEMENT PER CUBIC YARD OF MIXTURE). THE CEMENT STABILIZED SAND BEDDING �'\ 0 0 SHALL BE A MINIMUM OF SIX INCHES ABOVE AND FOUR INCHES BELOW THE WASTEWATER MAIN OR LATERAL. THE USE '^ W OF BROWN COLORING IN CEMENT STABILIZED SAND FOR WASTEWATER MAIN OR LATERAL BEDDING IS RECOMMENDED FOR V ! ® 0 THE IDENTIFICATION OF PRESSURE RATED WASTEWATER MAINS DURING FUTURE CONSTRUCTION. U (5) WATERLINE AND WASTEWATER MAIN OR LATERAL MANHOLE OR CLEANOUT SEPARATION. THE SEPARATION DISTANCE FROM A POTABLE WATERLINE TO A WASTEWATER. MAIN OR LATERAL MANHOLE OR CLEANOUT SHALL BE A. MINIMUM OF NINE FEET. WHERE THE NINE -FOOT SEPARATION DISTANCE CANNOT BE ACHIEVED, THE POTABLE WATERLINE SHALL BE ENCASED IN A JOINT OF AT LEAST 150 PSI PRESSURE CLASS PIPE AT LEAST 18 FEET LONG AND TWO NOMINAL SIZES LARGER THAN THE NEW CONVEYANCE. THE SPACE AROUND THE CARRIER PIPE SHALL BE SUPPORTED AT FIVE-FOOT INTERVALS WITH SPACERS OR BE FILLED TO THE SPRINGLINE WITH WASHED SAND. THE ENCASEMENT PIPE SHALL BE CENTERED ON THE CROSSING AND BOTH ENDS SEALED WITH CEMENT GROUT OR MANUFACTURED SEALANT. (6) LOCATION OF FIRE HYDRANTS. FIRE HYDRANTS SHALL NOT BE INSTALLED WITHIN NINE FEET VERTICALLY OR HORIZONTALLY OF ANY WASTEWATER MAIN, WASTEWATER LATERAL, OR WASTEWATER SERVICE LINE REGARDLESS OF CONSTRUCTION. CLIENT INFORMATION CRAIG & CAROL INVESTMENTS, Ltd. (7) LOCATION OF POTABLE OR RAW WATER SUPPLY OR SUCTION LINES. SUCTION MAINS TO PUMPING EQUIPMENT c/o CRAIG PAULL SHALL NOT CROSS WASTEWATER MAINS, WASTEWATER LATERALS, OR WASTEWATER SERVICE LINES. RAW WATER SUPPLY 1808 TEXAS AVENUE S.,. STE. 300 LINES SHALL NOT BE INSTALLED WITHIN FIVE FEET OF ANY TILE OR CONCRETE WASTEWATER MAIN, WASTEWATER COLLEGE STATION, TX LATERAL, OR WASTEWATER SERVICE LINE. '" OFF: (979) 695-9955 FAX: (979) 695-9944 (8) PROXIMITY OF SEPTIC TANK DRAINFIELDS. WATERLINES SHALL NOT BE INSTALLED CLOSER THAN TEN FEET TO EMAIL: CRAIG@SYSTEKMAIL.COM SEPTIC TANK DRAINFIELDS. FILENAME: 0335CVlA I SCALE: N/A SUBMITTED DATE: OCTOBER 6, 2010 DRAWN BY: R.A.M. CHECKED BY: R.A.M. FIELD BOOK: N/A PAGES: N/A RME CONSULTING ENGINEERS CLIENT NO. PROJECT NO. 225 - 0335 0■ SHEET 3 OF 11 LOT 28, BLOCK ONE EAST BRAZOS INDUSTRIAL PARK #1 (CALLED 0.202 ACRES) I I APPROXIMATE LOCATION OF 2" ATMOS GAS LINE APPROXIMATE LOCATION OF UNDERGROUDN ELECTRIC LINE ---- GAs ____ CAB.! E YTH P.UE. 1-5/8 I.R.F. 1834/637j— fAs - UE----UE----UE---- ` 1 3 LOT 1 R, BLOCK TWO 1� F.S. KAPCHINSKI ( �� (CALLED 2.616 ACRES) AT I PLAN o 20 40 y / NORTH 66 S.F. OF CONCRETE I ��,/ SCALE:1" 20' 64 S.F. OF CONCRETE PATCH — SAW CUT PATCH — SAW CUT FOR SEWER SERVICE AS REQUIRED FOR ELECTRICAL SERVICE AS REQUIRED 3 / za La ----- GAs —_ GAS -_ / q M.H. As- 10' P:U.E. I 0M.H. 3 I �--- (279/431)GAs GAS —uE— — — _ _ u� q�m �s EXISTING WOOD GAsI,� O J.B. J.B. - S G.I *9e47 EUE r 7 -UE- - -UE- _ 10' P.U.E. DICE_ I 3 FF FF FF FF FF - — )-UE — — —UE— _ — —UE— — -- _U 5/8" I.R. I - �l7 Of O G APICALLY MAPPED CONCRETE WASH —OUT 100 YR FLOODPLAIN & �� AREA - LOCATED AS FLOOZWAY (ZONE AE) REQUIRED PER LOMR CASE No. 07-06 0546P DATED q 7/11/08 �rJi 25 S.F. OF ROCK RIP —RAP (p w/FILTER FABRIC & DISCHARGE POINTS — 6"0 TO 8"0 STONES (20 LB Lwl MINIMUM) \ 5/8" I.R.F. 1 S_ 24'33'25" E= 8 2'_ _ RFB RFB ,II 5/8"I.R.F. F t CID \ s CQ top)+ _ RFB RFB \ 5/8" I.R.F. \ \ VARIABLE WIDTH i RAINAGE EASEMENT \ (268/795) LOT 18-20, _BLOCCK FOUR REDMOND TERRACE (CALLED 2.714 ACRES) \ � T P, CALL BEFORE YOU DIG TEXAS ONE CALL SYSTEM 1-800-245-4545 (AT LEAST 72 HOURS PRIOR TO DIGGING) WARNINGN : THE CONTRACTOR IS TO LOCATE ANY AND ALL UTILITIES PRIOR TO CONSTRUCTION AND IS SOLELY RESPONSIBLE FOR ALL D_AKkGES TO EXISTING UTILITIES DUE TO ANY CONSTRUCTION ACTIVITY. Z:7 ar. yr Rv%-,r\ Mir—RHr w/FILTER FABRIC & DISCHARGE POINTS — 6"0 TO 8"0 STONES (20 LB MINIMUM) �i f ' 1 ( I I { l I 44 i N 24'37'56" W — 318.23' GJ 1D.r. yr Mvt,r\ Mir—r�rr w/FILTER FABRIC & DISCHARGE POINTS - 6"0 TO 8.0 STONES (20 LB MINIMUM) rn N LOT 9, BLOCK TWO F.S. KAPCHINSKI (CALLED 0.298 ACRES) v v M 0) N N INSTALL (IF NECESSARY) 12"0 DIP DRAIN PIPE @ LOW POINT TO PROVIDE ADEQUATE CROSS —DRAINAGE NOTE: DRESS WITH SUFFICENT STONE AND WIDTH & LENGTH OF ENTRANCE TO PREVENT CONSTRUCTION TRAFFIC FROM TRACKING MUD ONTO ACCESS STREET. 3" TO 5" 0 STONE (ASTM D448) GEOTEXTILE FABRIC EXISTING SUBGRADE FF FF APPROXIMATE LOCATION OF 'Gv :� I L8EDIP PUBLIC WATER CODq I I I �Ld _40 \ I F- I I W --, 4 I I La � 3t Of W _0 q I APPROXIMATE LOCATION OF m N N _ : - • ^ I 8 PVC PUBLIC WATER LINE I.u_ w W ( SC q I cm REMOVE EXISTING Q CONCRETE CURB & GUTTER - - I T.B.M. #1=297.23' i���� \� _, I (NAD83) N Y. 1/2„ I.R.F. w co nV. ICD II I I APPROXIMATE LOCATION OF I 4" ATMOS GAS LINE �q coI � II � I q I. GEOTEXTILE BAGS FILLED WITH SAND OR GRAVEL TO ANCHOR PLASTIC LINER z 18" MIN EXISTING => PLASTIC 12' (MIN) GRADE 1 1 LINER 1 1 ACCESS STREET CROSS-SECTION CONSTRUCTION ENTRANCE N.T.S. TEXAS A&M \�F SYMBOL & LINE LEGEND 0 POWER POLE A LIGHT POLE GUY WIRE ANCHOR ® GAS PIPELINE RISER 9wv WATER VALVE ®wM WATER METER ,nM ocv DOUBLE CHECK VALVE 4)Ev ELECTRIC VALVE ®Bv BALL VALVE OEM ELECTRICAL TRANSFORMER ®GM GAS METER OO MH MANHOLE *Q0- -CLEANOUT -9,FH FIRE HYDRANT 01P TELEPHONE PEDESTAL EN Al AREA INLET ®p JB JUNCTION BOX o CURB INLET o PB FIXED PIPE BOLLARD — — — BUILDING SETBACK LINE ------- PROPERTY LINE -------- EASEMENT LINE P.U.E. PUBLIC UTILITY EASEMENT B.L. BUILDING SETBACK LINE REVIEWED F } r COMPLIANCE JAN 1.3 2011 COLLEGE SIATION ENGINEERING I 8' MIN. EXISTING ELEVATION VIEW CRUSHED ROCK RUMBLE, SUBGRADE WASTE MATERIAL OR ® COMPACTED WASTE SUBGRADE TOP 8'x8' BOTTOM PIT AREA (MIN) CL EXPAND AS NEEDEE 0 GEOTEXTILE BAGS WITH SAND OR G TO- ANCHOR PLASTIC TOP 18" MIN 201 MM-11 PLAN VIEW CONCRETE WASHOUT N.T.S. N.T.S. I Cl TY OF r STA �iffl Foil P Po� F.S. KAPCHINSKI: LOT 6R, BLOCK TWO 1713 PARK PLACE COLLEGE STATION, TX FF FILTER FABRIC FENCE (REINFORCED FFF MAY BE REQ'D) RFB EINFORCED FILTER FABRIC FENCE SC STABILIZED CONSTRUCTION ENTRANCE IPB 1 INLET PROTECTION BARRIER (PH 2) RFD1 ROCK FILTER DAM (TY 1), SEE TxDOT STANDARD EC(2)-93 PLAN NOTES: 1. REFER TO SHEET CO.1 & CO.2 FOR EROSION CONTROL AND MISC. CONSTRUCTION NOTES. 2. REFER TO SHEET C1.2 & C2.2 FOR GRADING AND DRAINAGE CONSTRUCTION DESIGN & DETAILS. 3. REFER TO SHEET C1.5 FOR SEEDING AND SODDING REQUIREMENTS. T.B.M. #1: SQUARE CUT IN BACK OF CONCRETE CURB ON THE SOUTH SIDE OF PARK PLACE DIRECTION ACROSS FROM THE SUBJECT PROPERTIES' SOUTHWEST PROPERTY CORNER. (ELEV.=297.23'—NAD 83) METAL "T" POST WIRE MESH FENCE (ATTACHED TO POST) FILTER FABRIC (ATTACHED TO WIRE FENCE) DETAIL $'A" SILT FENCE .THER AT JOINTS NYLON CORD PACTED FILL OUND FRONT VIEW 3' LONG METAL "T" 24" HIGH SILT FENCE, AS @ 10' SPACING MANUFACTURED BY SILT O.C. (MAX) STOP OR EQUIVALENT EXISTING GROUND /� ® COMPACTED FILL 11 ` /WIRE & SILT FENCE SEE DETAIL "A" ♦'`�\/ /%,► BURIED 6" BELOW GRADE (DOWNSTREAM) ��/ //i� (UPSTREAM) NOTE: SIDE VIEW INSTALL ALL EROSION CONTROL MEASURES IN ACCORDANCE WITH B/CS SILT FENCING SWPP1 AR03 DETAIL N.T.S. xI or 7607 EASTMARK DR., STE. 250F <77840> POST OFFICE BOX 9253 COLLEGE STATION, TEXAS 77842 EMAIL: civil@rmengineer.com OFFICE - (979) 764-0704 FAX - (979) 764-0704 TEXAS FIRM REGISTRATION No. F-4695 KERR SURVEYING, LLC 505 CHURCH STREET COLLEGE STATION, TX 77841 OFF: (979) 268-3195 FAX: (979) 691-8904 MARKI DATE 1 DESCRIPTION SUBSTANTIALLY COMPLETE CONSTRUCTION 11124110 CONSTRUCTION DRAWINGS ISSUED PRIOR TO THIS DATE ARE REPLACED BY THIS SET & SHOULD NOT BE USED F R CONSTRUCTI 1 r � B A METC vp ed 88 83 . r Z X Y Lli z �- ® _j0 Y0 LLB Q_ 0— to U F- _ Q 0 0 z t- 0 6--` I Q 0 0� Q U) 0 m 0 LL_ y w U o Z o f= m C� (� w IQ— V) r W O U') 0 0 w 0 L!J CLIENT INFORMATION CRAIG & CAROL INVESTMENTS, Ltd. c/o CRAIG PAULL 1808 TEXAS AVENUE S., STE. 300 COLLEGE STATION, TX OFF: (979) 695-9955 FAX: (979) 695-9944 EMAIL: CRAIG@SYSTEKMAIL.COM FILENAME: 0335EClA I SCALE: 1"=20' SUBMITTED DATE: OCTOBER 6, 2010 DRAWN BY: R.A.M. CHECKED BY: R.A.M. FIELD BOOK: N/A PAGES: N/A RME CONSULTING ENGINEERS CLIENT NO. PROJECT NO. 225 - 0335 100 SHEET 4 OF 11 5/8 I.R.F. LOT BLOCK ONE �` I EAST BRAZOS INDUSTRIAL PARK #1 _ T_ (CALLED 0.202 ACRES) 7.5' BLDG. SETBACK ZONED: C-1 NOW OR FORMERLY RICKY G. & CYNTHIA L. PRICHARD 23 , Z2 (VOLUME 3783,' PAGE 262) tJi�•` p I I \ V2 ` 24.00' VA �� I F \ 00 "0 •% - N GRAP\CALCY MAPPED /''� aCAt x 100-YR LOODPLAIN &_,/ ( FLOODIN (ZONE AE) ��1� a c� (SEE CIVIL SI NOTE 41) z z B E_2117.50' oQ \ I (0 ( 16 \ 5/8 I.R.F. 5/8" I.R.F. I S 24'33'25" E - 87.72' 0 • rt o 0 Nye , ui w DN FACILITYm 0 4 \ 5/8" I.R.F. LOT 18-20, BLOCK FOUR \ REDMOND TERRACE \ (CALLED 2.714 ACRES) \ VARIABLE. WIDTH. DRAINAGE EASEMENT \ (268/795) ZONED: R-1 NOW OR FORMERLY \S LIPINSKI HOLDINGS, LLC \ (VOLUME 3783, PAGE 262) \ sTCDF'! CALL BEFORE YOU DIG TEXAS ONE CALL SYSTEM 1-800-245-4545 (AT LEAST 72 HOURS PRIOR TO DIGGING) WARNINGN : THE- CONTRACTOR IS TO LOCATE ANY AND ALL UTILITIES PRIOR TO CONSTRUCTION AND IS SOLELY RESPONSIBLE FOR ALL DAMAGES TO EXISTING UTILITIES DUE_. TO ANY CONSTRUCTION ACTIVITY.. CURB NOTE: EXPANSION JOINTS TO „ R BE PLACED AT 60' INTERVALS AND 6» AT ALL RADIUS POINTS, P.C.'s, P.T.'s. CONSTRUCTION JOINTS SHALL BE I PLACED AT 20' INTERVALS. 3"C14 a _ e- _. Y 4 a . .. 13tl PAVEMENT REINFORCEMENT ®_ #4 BARS TYPE IA -- MONOLITHIC CONCRETE CURB & GUTTER N.T.S. TRANSFORMER PAD J.B. I I I LOT 1 R, BLOCK TWO F.S. KAPCHINSKI w (CALLED 2.616 ACRES) o' w o�cn N 8 x5' CONCRETE PAD w/8' ZONED: C-1 Z 0 0 HIGH SOLID WOOD NOW OR FORMERLY wg SCREENING FENCE & GATE MCCRORY, DON B ICn (ROLL -OUT CONTAINER (VOLUME 3783, PAGE 262) m w STORAGE) I _ Q VARIABLE WIDTH P.UE. 00 M.H. (1834/637) 10' P.U.E. - (279/431) EXISTING WOOD �` �- --- FENCE I O J.B. t•7'47" E -- 297.51 s (384/346) 5/8" I.R. .-. O C. .0 --- -- C.O. --- - I-- L? E.M. Y v W. M ' d ::8 (m D..C.v..Q 0 > m w m vel Q SYSTEK COM P U TI G TYPICAL 4 WIDE 1 - STORY (MAX. HEIGHT=35 6) o M O p I PAINTED STRIPING (WHITE) I GROSS AREA = 7,084 SQ.FT. I o IFC CONSTRUCTION TYPE = IIB 4 V- 0 9'x12' CONCRETE I PAD FOR 4-BAY ( I H/C PARKING ROW ! 0 d _ BYCYCLE RACK w/StGNS, RAMPS, WHEEL 96' I I STOPS, ETC. OVERHANG 00to _ ` 7.5' BLDG. SETBACK N 24'37'56" W - 318.23' FIRE LANE STRIPING LOT 9, BLOCK TWO F.S. KAPCHINSKI (CALLED 0.298 ACRES) ZONED: R-1 NOW OR FORMERLY WATSON, WILLIE V (VOLUME 3783, PAGE 262) P 24' PRIVATE CROSS THROA ACCESS EASEMENT FIRE LANE I TYPICAL 5' WIDE AMBULATORY RAMP - 1 /2" I.R.F. SEE B/CS DETAIL BUFFER WALL - CENTER OF WALL LOCATED 2.5' OFF PROPERTY LINE CIVIL SITE NOTES: 1. A PORTION OF THIS SITE LIES WITHIN THE 100-YEAR FLOODPLAIN (ZONE AE) AS GRAPHICALLY DEPICTED FEMA LOMR CASE No. 07-06-0546P WITH AN EFFECTIVE DATE OF JULY 11, 2008. 2. DESIGNATED HANDICAP PARKING SPACES, WALKS & RAMPS SHALL MEET ALL TAS & ANSI STANDARDS. 3. ALL ROOF & GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM .ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 150 FEET OF THE SUBJECT LOT, MEASURED FROM A POINT FIVE FEET ABOVE THE GRADE. THIS SCREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE. 4. ENHANCED PAVING FOR CONCRETE SIDEWALKS SHALL CONSIST OF EITHER BRICK PAVERS OR STAMPED CONCRETE. COLOR AND PATTERN SHALL BE DETERMINED BY THE OWNER, BUT GREY OR NATURAL CONCRETE COLORS ARE NOT PERMITTED. 5. WHEN BUILDING SETBACKS AND EASEMENT LINES OVERLAP ONLY THE EASEMENT LINE 1S SHOWN. 6. 100% COVERAGE OF GROUND COVER, DECORATIVE PAVING, DECORATIVE ROCK, OR A PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWELLS AND DRAINAGE AREAS, THE PARKING LOT SET BACK, RIGHT-OF-WAY, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. 7. THE CONTRACTOR SHALL CONTACT MR. WALLY URRUTA, CoCS PUBLIC WORKS - SANITATION (979-764-3841), FOR FIELD VERIFICATION PRIOR TO FORMING OR PLACEMENT OF CONCRETE FOR ALL DUMPSTER PADS. 8. THE IMPROVEMENTS SHOWN SHALL CONSTITUTE APPROXIMATELY 62% IMPERVIOUS COVER ON THE SUBJECT PROPERTY. 9. THE CONTRACTOR SHALL BE RESPONSIBLE" FOR' THE CONTAINMENT` AND PROPER DISPOSAL OF' ALL LIQUID- AND SOLID WASTE ASSOCIATED WITH THIS PROJECT. THE CONTRACTOR SHALL USE ALL MEANS NECESSARY TO PREVENT THE OCCURRENCE OF WIND BLOWN LITTER FROM THE PROJECT SITE. 1.0. THE CONTRACTOR SHALL BE REQUIRED TO PROVIDE CONTAINMENT FOR WASTE PRIOR TO, AND DURING, DEMOLITION/CONSTRUCTION. SOLID WASTE ROLL -OFF BOXES/METAL DUMPSTERS SHALL BE SUPPLIED BY CITY OR CITY PERMITTED CONTRACTOR(S) ONLY. Stone 11. THE PROPOSED DEVELOPMENT FALLS WITHIN THE "EVALUATION" SEGMENT OF WOLF PEN CREEK. PER A DRAINAGE STUDY, PREPARED BY THIS OFFICE, � DETENTION WILL NOT BE REQUIRED. 12. THE .INTENDED USE FOR THIS DEVELOPMENT IS FOR COMMERCIAL OFFICE. 13. NO WASTEWATER WILL BE GENERATED FROM THIS SITE BY CLEANING/WASHING OF EQUIPMENT OR VEHICLES. SANITARY SEWER GENERATED FROM THIS SITE WILL BE NORMAL DOMESTIC WASTEWATER BY DEFINITION.Tp 14. SITE LIGHTING, DIRECTIONAL SIGNS, MENU BOARDS, DETECTORS & OTHER SITE APPURTENANCES ARE SHOWN FOR REFERENCE AND ILLUSTRATION ONLY. THE CONTRACTOR - SHALL COORDINATE THESE ITEM'S INSTALLATIONS WITH THE PROPER DESIGN CONSULTANT. FREE-STANDING SIGNS AND BUILDING SIGNANGE IS PERMITTED SEPARATELY AND MUST COMPLY WITH THE UNIFIED DEVELOPMENT ORDINANCE. 15. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.10 OF THE UNIFIED DEVELOPMENT ORDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT BELOW AN OPAQUE HOUSING AND NO FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE_ 16. NO COMBUSTIBLES WILL BE ALLOWED ON SITE UNTIL ALL-WEATHER ROADS AND FIRE HYDRANTS HAVE BEEN ACCEPTED BY THE CITY. 17. THE BUILDING SHALL BE EQUIPPED WITH A "KNOX BOX" SECURITY KEY SYSTEM AND THE ITS ELECTRICAL SHUTOFF SHALL BE BY MEANS OF A "KNOX SWITCH" OR A MANUAL DISCONNECT. THIS BUILDING WILL NOT BE EQUIPPED WITH AN AUTOMATIC FIRE SPRINKLER SYSTEM. 18 THIS FACILITY IS A MULTI -TENANT BUILDING THEREFORE THE MAXIMUM AMOUNT OF LEASE SPACE ALLOWED FOR INTENSE USES IS 1,771 SQ.FT. (7;084 SQ.FT, x 257.). 19. MAINTENANCE RESPONSIBILITY OF THE 24' PRIVATE ACCESS DRIVE, LOCATED IN THE PRIVATE CROSS ACCESS EASEMENT, SHALL BE THE PROPERTY OWNER OF F.S. KAPCHINSKI - LOT 6R, BLOCK TWO. u T PLAN- 0 20 40 NORTH SCALE: 1" 20' 1 I M.H.0 J. B. F. I I. I I I I ( _ I I � I G.V. COMMERCIAL DRIVEWAY, SEE B/CS DETAIL ST2=03 n- E-- �ww a, 0 m0 Q�„U_ w-o miu:w u: 0 M I 0 SYMBOL & LINE LEGEND 0 POWER POLE 0 LIGHT POLE GUY WIRE ANCHOR ® GAS PIPELINE RISER Mwv WATER- VALVE ®wm WATER METER ©DCv DOUBLE CHECK VALVE 0Ev ELECTRIC VALVE U By BALL VALVE M-Em ELECTRICAL TRANSFORMER @GM GAS METER OOMH MANHOLE OC-0. CLEANOUT 4FH FIRE HYDRANT ®n' TELEPHONE PEDESTAL. ❑AI AREA INLET J13 JUNCTION BOX o CURB INLET o PB FIXED PIPE BOLLARD - - - BUILDING SETBACK LINE ------- PROPERTY LINE ------- EASEMENT LINE P.U.E. PUBLIC UTILITY EASEMENT B.L. BUILDING SETBACK LINE F Stone cap Masonry •Dies every 2nd course C.M.U, Block STONE < WAU-> MAW.: POM DrdCKS 5ELECfl0N: ll _",MN COWAC% Q-NRE HAMMACK PHONE: (979) 690-53'io 05E o PP& N.T.S. I FOR' �S q� F.S. KAPCHINSKI: LOT 6R, BLOCK TWO 1713 PARK PLACE COLLEGE STATION, TIC PROPERTY INFORMATION F.S. KAPCHINSKI LOT 6R, BLOCK TWO (VOL. 834, PG. 637) (0.891 ACRES or 38,81.2 SQ.FT.). ZONED: C-1 NOW OR FORMERLY CRAIG & CAROL INVESTMENTS LTD (VOL. 9015, PG. 16) PLAN NOTES: 1. REFER TO SHEET C0.1 & C0.2 FOR SITE, PARKING, AND MISC. CONSTRUCTION NOTES. 2. REFER TO SHEET C2.1 FOR SITE & PARKING DETAILS. 3. UNLESS OTHERWISE NOTED ALL RADIUS ARE 4.0' ALONG THE BACK OF CURB. PARKING REQUIREMENTS: ORDINANCE: OFFICE - 1 SPC/250 SQ.FT. REQUIRED: OFFICE (7,084 / 250) = 28.3 SPACES TOTAL REQUIRED = 29 SPACES PROVIDED: REGULAR = 29 SPACES H/C = 2 SPACES TOTAL = 31 SPACES ISLAND REQUIREMENTS:. THE SQUARE -FOOTAGE SHOWN AT INTERIOR END ISLANDS INCLUDE THE REQUIRED AREA, AND EXTRA, FOR SINGLE OR -DOUBLE END ISLANDS, THE EXCESS AREA ABOVE THE REQUIRED SQUARE -FOOTAGE ARE SHOWN. BELOW. INTERIOR PARKING = 22 SPACES REQ'D INT. ISLAND AREA=(22/15x180)=264SQ.FT. PROVIDED INTERIOR ISLAND AREA = 420 SQ.FT. REVIEWED FOR COMPLIANCE lr 1 2011 COLLEGE O ENGINEERING 7607 EASTMARK. DR., STE. 250F c77840> POST OFFICE BOX 9253 COLLEGE STATION, TEXAS 77842 EMAIL: civil@rrneiigineer.com OFFICE - (979) 764-0704 FAX - (979) 764-0704 TEXAS FIRM REGISTRATION No. F4695 KERR SURVEYING, LLC 505 CHURCH STREET COLLEGE STATION, TX 77841 OFF: (979) 268-3195 FAX: (979) 691-8904 MARKI DATE I DESCRIPTION SUBSTANTIALLY COMPLETE 15sE _ FOAM CONSTRUCTION 11124110 CONSTRUCTION DRAWINGS ISSUED PRIOR TO THIS DATE ARE REPLACED BY THIS SET & SHOULD NOT BE USED F R CONSTRUCTI q .• d 1V .. A METC j 88 83 tdt. Ilex V I' T Z EE <t Q Z Q 0 Y n //�� CL CL E!j O W Lu OY Q F_ �o 'Q F= 0 Q i- m L.Ljf� V OO > W H m U) U J 0 t!) W 0 _j OO CLIENT INFORMATION CRAIG & CAROL INVESTMENTS, Ltd. c/o CRAIG PAULL 1808 TEXAS AVENUE S., STE. 300 COLLEGE STATION, TX OFF: (979) 695-9955 FAX: (979) 695-9944 EMAIL: CRAIGOSYSTEKMAIL.COM FILENAME: 0335SPlA I SCALE: 1 "=20' SUBMITTED DATE: OCTOBER 6, 2010 DRAWN BY: R.A.M. CHECKED BY: R.A.M. FIELD BOOK: N/A PAGES: N/A RME CONSULTING- ENGINEERS CLIENT NO. PROJECT NO. 225 - 0335 ■ SHEET ,5 OF 11 l�T LOT 1 R, BLOCK TWO ( 1 F.S. KAPCHINSKI Pl,,&N 0 20 40 (CALLED 2.616 ACRES) NORTH 47.65 L.F. OF 12"s� SCALE-. 1" = 20' PVC DRAINAGE PIPE @ 1.60% SLOPE- CONCRETE SIDESLOPE CONCRETE JUNCTION BOX I I HEADWALL (12 0 PIPE) RIM=292.25' -F/L=291.75' GRADE DRAINAGE 5/8" I.R.F. F/L (1)=290.99' --- SWALE w/3H:1 V F/L (0)=290.89' SIDESLOPES & 2.25% M.H. M.H. SLOPE LOT 213, BLOCK ONE T/C=292.28' EAST BRAZOS INDUSTRIAL T/C=292.64' T/C=293.60' EXISTING WOOD ( O 1B ) n I� B PARK #1 �' ~` T/C=292.54' -- �1 O' 297. rJ1 ! FENCE L_ IrJ (CALLED 0.202 ACRES) _ N • T/C=291.80' ' 5.50% 292 t3` 1 �3 �5.50% 5.50 J I r E.M. 294 T/C= 94,36' < >C7 T/C=295.1 ' GRANCALLY MAPPED ' 1.0.0-YR LO.ODPLAIN & FLOODW Y (ZONE AE)� ��� CC��,i PER LO R CASE No. o o �' ..7YSTEK COMPUTING l 07-06-0 46P�108 4'W x 8'L CONCRETE // �� F. _ �•' DO NOT EXCEED 2.( BFF� 287.50' v DRAINAGE FLUME @ 4H:1 V IR / 112.48 L.F. OF 12"0 » i- (MAX.) CROSS -SLOPE i SLOPE w/VELOCITY CTIONS IN N /// PVC DRAINAGE PIPE CAA (1 1 /2 RECESSED BRICK LEDGE) f� ALL1-1 ICEPARKING AI DISSIPATERS - EXTEND // 1.60% SLOPE. / TO BOTTOM OF FILL w/ROCK RIP -RAP Lo C=295.10' F/L 12"0 PIPE = 289.00' T/C=2 4.22' 5/8„ I.R.F.. //� .5.0% V ( 1 1 6 � WA I K ( �6' WALK 1 5/8" I.R.F. T/W=291.25' ` rL ,T/C=291. 0' T/G=289.75' - 0001 » - • / T=291.51' , 2 - \ /C=295.10' _ / 9 I � \ S_ 24 33 25 E ��� 87.72 -I-\�\ I (.o-. 3.59' 1 _ `\ 294 I 0- �' T/W=291. 5' I �'. T G=287.80' i �3, 3.54% _ T C=' 0.99% % 0. 294.16 •'ice �..� ` I 1 ' C= 3.70' i T=294.22' Tf cP T/C=291.56 ` T/W ' 201.25 ( r �9 \ �® 4 T/G=287.50' \ \ 29 / 2.06% \\\ 'MCP. � T C=29 . - - - N 24 3 56» W f - 318.23'- 5/8" I.R.F. T/VV=291.25' N N � N T/G=290.10' LOT 9, BLOCK TWO 4'W X 8'L CONCRETE F.S. KAPCHINSKI (CALLED 0:298 ACRES) LOT 18-20, BLOCK FOUR DRAINAGE FLUME @ 4H:1 V REDMOND TERRACE SLOPE w/VELOCITY (CALLED 2.714 ACRES) DISSIPATERS - EXTEND 130 L.F. OF CONCRETE TO BOTTOM OF FILL RETAINING WALL w/ROCK RIP -RAP DETENTION POND WEIR STRUCTUREw/ROCK -- -- -- -- -- -- -- -- RIP-RAP /W= 94.25 5/8" I.R.F. l T G=294.60' �'sQ Y \ \ UJ D.C.V. o < W.M , 40 W.M I v CL0 I 2 F/L=294. 0' N � 00 Q - - as _ I Nw I T/C29 . 8' $` I I ® 0 /C=25.1 a I MATCH NEW PAVEMENT /C=295.02' 1'00%�� TO EXISTING PAVEMENT =295.06' Q o I ELEVATION & GRADE FLUSH o + I N Q rP) ? DO NOT EXCEED 2.007 2.00% (MAX.) CROSS -SLOPE (IN ALL DIRECTIONS IN T/C=295.30' / PEDESTRIAN CROSS -WALK r T/P=295.12' c \ G. rn N T/W=296.10 T/C-295. 0' T.B.M. #1=297.23' 1/2" I.R.F. G. (NAD 83) I i I CONCRETE RETAINING WALL EXISTING GRADE 2.00% 2.00% TYPICAL CROSS-SECTION DETENTION POND N.T.S.- CONCRETE RETAINING WALL 24" _ TOP=291_25' 5„ -- STAGE 2=290.75' AGE 1=287.50' POND #1 WEIR STRUCTURE N.T.S. SYMBOL & LINE LEGEND 0 POWER POLE 0 LIGHT POLE GUY WIRE ANCHOR ® GAS PIPELINE RISER Mwv WATER VALVE ®wm WATER METER SDcv DOUBLE CHECK VALVE ®Ev ELECTRIC VALVE pev BALL VALVE IRE ELECTRICAL TRANSFORMER EDGM GAS METER 00 MH MANHOLE OC-0. CLEANOUT 4m FIRE HYDRANT 01P TELEPHONE PEDESTAL O AI AREA INLET P13 JUNCTION BOX o CURB INLET o PB FIXED PIPE BOLLARD - - - BUILDING SETBACK LINE ------- -PROPERTY LINE -------- EASEMENT LINE P.U.E. PUBLIC UTILITY EASEMENT B.L. BUILDING SETBACK LINE GRADING LEGEND DRAINAGE DIRECTIONAL ARROW IT/P=loo.00l TOP OF PAVEMENT T/c=i oo.00 TOP OF CURB T/W=100.00 TOP OF WALL T/G=1oo.00 TOP OF GROUND OR GRATE T.B.M. #1: SQUARE CUT IN BACK OF CONCRETE CURB ON THE SOUTH SIDE OF PARK PLACE DIRECTION ACROSS FROM THE SUBJECT PROPERTIES' SOUTHWEST PROPERTY CORNER. (ELEV.=297..23'-NAD 83) PLAN NOTES: 1. REFER TO SHEET COA & CO.2 FOR GRADING, DRAINAGE, AND MISCELLANEOUS CONSTRUCTION NOTES. 2. REFER TO SHEET C2.2 FOR GRADING, DRAINAGE & MISCELLANEOUS DETAILS. rI -gym :�� . V F 7607 EASTMARK DR., STE. 25OF <77840> POST OFFICE BOX 9253 COLLEGE STATION, TEXAS 77842 EMAIL: civil@rniengineer.com OFFICE - (979) 764-0704 FAX - (979) 764-0704 TEXAS FIRM REGISTRATION No. F-4695 KERR SURVEYING, LLC 505 CHURCH STREET COLLEGE STATION, TX 77841 OFF: (979) 268-3195 FAX: (979) 691-8904 s , MARK DATE DESCRIPTION CALL BEFORE YOU DIG " T' TEXAS ONE CALL SYSTEM COMPLETE 1-80.0-245-4545 (AT LEAST 72 HOURS PRIOR TO DIGGING) � mru IVARNING!!: THE CONTRACTOR IS TO LOCATE ANY AND ALL UTILITIES PRIOR TO CONSTRUCTION AND IS SOLELY RESPONSIBLE FOR ALL DAINIAGES GuNb TO EXISTING UTILITIES DUE TO ANY CONSTRUCTION ACTIVITY. 11I2A411 0 CONSTRUCTION DRAWINGS ISSUED PRIOR TO THIS DATE ARE REPLACED BY RETAINING WALL NOTES: THIS SET & SHOULD NOT BE USED F R 1. CONCRETE SHALL HAVE A 28 DAY COMPRESSIVE STRENGTH OF 3,500 PSI. USE CONSTRUCT] 3/4" COARSE AGGREGATE WITH A SLUMP NOT TO EXCEED 4 INCHES. �.�.��,Nix 2. REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60. r Af 3. FOOTING SHALL BE PLACED ON SUBGRADE COMPACTED TO A .MINIMUM OF 95% OF ,r -MAXIMUM DRY DENSITY DEFINED BY ASTM D698 STANDARD PROCTOR. , ..... A M.. 88 83 4 4. PROPERLY CONSOLIDATE ALL CONCRETE WITH MECHANICAL VIBRATORS. J�0 �'o'•.� 5. BRACING OF RETAINING WALL WILL BE REQUIRED IF BACKFILL OPERATIONS BEGIN PRIOR TO CONCRETE REACHING ITS DESIGN STRENGTH. PRIOR TO THIS TIME HEAVY EQUIPMENT FOR SPREADING AND COMPACTING BACKFILL WILL NOT BE ALLOWED. 6. PLACE EXPANSION JOINTS AT 50' INTERVALS, SEE DETAILS SHEET C2.2 7. REFER TO SHEET CO.1 "PAVING NOTES" FOR ADDITIONAL CONCRETE AND STEEL REQUIREMENTS. z WALL TABLE STEM HEIGHT BASE WIDTH HEEL BARS "0" BARS "P" <3'-3" 3'-0" V-0" #4 @ 15" #4 @ 15" <4'-3" 3'-6" V-6" #4 @ 15" #4 CAD 15" <5'-3" 3'-9" V-9" #5 ® 15" REVIEWED FOR COMPLIANCE JAN 1 3 2011 12" TYP. 3/4" CHAMFER COLLEGE SIATION ENGINEERING . i 4- #4 BARS d BARS "0" w 4 #4 BARS @ 4 - 12" O.C. f- DETENTION ` wA. FACILITY #4 BARS @ 18" O.C. a EEL WIDTH a j\\j \j/\\j/\\j/��j/��j/�\j/\\j/\ \ //\\j/\\j/\\ . l -,:. - • • : e' /\ \ \ \\j/\\j/ //\\j/`� #4 BARS Cod i���>i\ . \\ #4 BARS 4 12" O.C. r ` 18" 0. C. 3-#4 BARS 12 #4 BARS CONTINUOUS 12" 0 C BASE WIDTH (VARIES) g" CONCRETE RETAINING WALL N.T.S. n Y x Z W� _~ Ld 0 <Z <t J 0 Y o F � < H Q I0 u (r V pm d 0 < y CL Lv 0 F- � W m U) Z >_ J (0 0 U) r' O o w CLIENT INFORMATION CRAIG & CAROL INVESTMENTS, Ltd. c/o CRAIG PAULL 1808 TEXAS AVENUES., STE. 300 COLLEGE STATION, TX OFF: (979) 695-9955 FAX: (979) 695-9944 EMAIL: CRAIGOSYSTEKMAIL.COM FILENAME: 0335GPlA SCALE: 1 "=20' SUBMITTED DATE: OCTOBER 6, 2010 DRAWN BY: R.A.M. CHECKED BY: R.A.M. FIELD BOOK: N/A PAGES: N/A RME CONSULTING ENGINEERS CLIENT NO. PROJECT NO. 225 - 0335 ■ SHEET 6 OF 11 UTILITY i LEGEND -30 L.F. OF 2" (TYPE K) WATER 0 SERVICE (24" MIN. COVER) & 2" TAPPING SADDLE - SEE B/CS DETAIL W2-01 1 - 1" DOMESTIC WATER METER 1 - 1" IRRIGATION WATER METER 2 1 - DOUBLE CHECK VALVE (METERS SET BY CoCS) 30 L.F. OF 1 1 /2" PVC (SCH 40) 0 WATER SERVICE (24" MIN. COVER) 30 L.F. OF 2-3" PVC CONDUIT (GREY) w/PULL STRING FOR PHONE 0 & CABLE SERVICE w/24" MIN. COVER - AS DIRECTED BY UTILITY COMPANY 29 L.F. OF STREET BORE "DRY" FOR 5 WATER SERVICE LINE 10 L.F. OF 2-4" PVC CONDUIT (GREY) w/PULL STRING FOR PRIMARY ELECTRIC SERVICE (48' MIN. COVER) 1 - MAINTAIN 24" (MIN) HORZ. SEPARATION w/ALL OTHER UTILITIES I & PLACE IN SEPARATE DITCH INTERCEPT SPARE 4" CONDUIT APPROXIMATE LOCATION OF _2" ATMOS GAS LINE APPROXIMATE LOCATION ---- OF UNDERGROUDN - ____� TRIC LINE GAS VARIABLE WIDTH P.UE. (1834/637) LOT 1R, BLOCK TWO I F.S. KAPCHINSKI (CALLED 2.616 ACRES) 64 S.F. OF CONCRETE 66 S.F. OF CONCRETE PATCH - SAW CUT PATCH - SAW CUT FOR ELECTRICAL FOR SEWER SERVICE SERVICE AS REQUIRED AS REQUIRED 4 DEEP SERVICE TRANSFORMER & CONNECTION PAD (FURNISHED F/L=289.40' BY COCS) j___. 30 L.F. OF 4" PVC (SDR-26, D3034) GAS SEWER Q 2.00% SLOPE (24" MIN COVER) - - —UE— _ — — — — bul�� .2i. *9e47'} E" E=-i- 3 APPROXIMATE { { LOCATION OF 48" 0 R.C.P. STORM { { SEWER / II I p][AN O 20 40 { I T NORTH SCALE: 1" = 20' R.C.P. STORM SEWER STORM SEWER MANHOLE (9I I i APPROXIMATE R=293.27' { { LOCATION OF 8" F/L(N)=281.79' ( { SA.W. -EWER zl PUBLIC SANITARY F/L(E)=281.83' NH LE T SEWER LINE F/L(S)=281.97' I + { { f29 I. APPROXIMATE 11'APPROXIMATE LOCATION OF F/L(W). 282.32 I I / F/L(Njr-287.9 11 24" 0 R.C.R. STORM SEWER { ( F/L(S) 287.9 I I J w 8"SS S,.SS I QI GAS = SS„S (279/431)GAs ro I GAS = — �— — — — — — — — — — — AS O -- _ O SAN. SEWER MANHOLE i�- —UE— _ _ _ - R=297:92'. _ -UE_ _ —UE— _ E _ _ _uE_ _ _ { 5/8" I.R. I F/L(N)=291.47' 4 I 190 L.F. OF 2-4" PVC CONDUIT (GREY) w/PULL STRING FOR PRIMARY ELECTRIC. SERVICE. (48" MIN.. COVER) - MAINTAIN 24" (MIN) HORZ. SEPARATION w/ALL OTHER UTILITIES & PLACE IN SEPARATE DITCH EXTEND TO R.O.W. APPROXIMATE LOCATION OF 48" 0 _ / ( )=291.50 F L W --//__-C_Q EXISTING WOOD { { 5 C.O.- 7E1VC€ -uE- _ _ _UE_ - - —UE— �, STORM SEWER I I ` ` " "' -uE - - UE I I { MANHOLE 14.5 WALK. ' TWO-WAY F — u I ; I; 4 / J STANDARD 4"0 --= u I F/L(N) 2 / W F/L(N)=282.50' i < CLEANOUT D.C.v. N I I 3 I F/L(E)=282.53' // F/L=29D.00 zi0' P.U.E. 104 L.F. OF 3-4" PVC CONDUIT (GREY) // C° (384/346) — w — w RwI I I I w/PULL STRING FOR SECONDARY / 2-ELECTRIC METERS - iI ELECTRIC SERVICE (36" MIN. COVER} - BOTH: 300 AMP SERVICE MAINTAIN 24" (MIN) HORZ. SEPARATION 120/208 - 3 PHASE Y 3 _< n I 2 1 W w/ALL OTHER UTILITIES & PLACE IN { 4 SEPARATE, DITCH — I SYSTEK COMPUTING APPROXIMATE UTILITY F.F. = 295.35.' ENTRY POINTS ILLUSTRATED - REF. M.E.P. DRAWINGS I I LOT 2B, BLOCK ONE � / — GROSS AREA = 7,084 SQ.FT. FOR EXACT LOCATION & �� I I EAST BRAZOS INDUSTRIAL S // PROPOSED 12 0 IFC CONSTRUCTION TYPE = IIB I I I PARK 1 �'� ) // STORM SEWER - _ _ I i SPECIFICATIONS. (CALLED 0.20 ACRES) // SEE SHEET C1.2 I w / :r q APPROXIMATE LOCATION OF DIP PUBLIC WATER \ 5/187 ` I I } 6� WA IK ` 16' �ALKI I tLil I ±.. �o LINE •� // - ) Q + APPROXIMATE LOCATION OF S 24_ _E 8� 7.72'� l I f i p I $INE VC PUBLIC WATER o 5/8" I.R.F. ( I 3 �+ 24' PRIVATE CROSS i I { VARIABLE WIDTH ACCESS EASEMENT I { = DRAINAGE EASEMENT 4 \ th (268/795) I 1 \ I�" APPROXIMATE LOCATION OF I I 3= 24" 0 R.C.P. STORM SEWER I i 4 I T.B.M. #1=297.23' kcp�. I I (NAD 83) N 24'3756" W - 318.23' y G.V. q \t%\�,_5/8" I.R.F. \ LOT 18-20, BLOCK FOUR REDMOND TERRACE \ (CALLED 2.714 ACRES) el it-4 wtel -----A ------ -___-- TEXAS ONE CALL SYSTEM 1-800-245-4545 (AT LEAST 72 HOURS PRIOR TO DIGGING) WARNING!!: THE CONTRACTOR IS TO LOCATE ANY AND ALL UTILITIES PRIOR TO CONSTRUCTION AND IS SOLELY RESPONSIBLE FOR ALL DAMAGES TO EXISTING UTILITIES DUE_TO ANY CONSTRUCTION: ACTIVITY. LOT 9, .BLOCK TWO F.S. KAPCHINSKI (CALLED 0.298 ACRES) 1 /2" I : R. F. I ) � I 9 I ( II I APPROXIMATE LOCATION OF rr—w 4" ATM.OS .GAS LINE {i �I I I II UTILITY DEMAND SUMMARY: NOTES: CoCS ELECTRICAL NOTES: PEAK 1. PEAK WATER WAS DETERMINED 1. THE CONTRACTOR SHALL INSTALL THE PRIMARY AND SECONDARY USE AVG. (xk0) BY THE B/CS METHOD 1 - FIXTURE -ELECTRICAL CONDUIT PER COLLEGE STATION UTILITIES' (CSU)i SPECIFICATIONS" SEWER (gpd) 1,337 5,348 COUNT & LOADING FACTORS. AND DESIGN. WATER (gpm) 9 36 IRRIGATION (gpm) 35 - 35 2. SANITARY SEWER AVERAGE DAILY 2. THE CONTRACTOR SHALL BE RESPONSIBLE TO EXTEND ALL NEW CONDUIT FLOW WAS DETERMINED BY THE FROM EXISTING STUBS OR DESIGNATED TRANSFORMERS (OR OTHER EXISTING B/CS METHOD 2 - LAND USE DEVICES). DETERMINATION. 3. THE CONTRACTOR SHALL BE INSTALL ALL ELECTRIC DEVICE PADS AND/OR FOOTINGS (I.E. TRANSFORMERS, PULL BOXES, ETC...) IN ACCORDANCE WITH CSU 3. IRRIGATION DEMAND IS THE PEAK SPECIFICATIONS AND DESIGN DATA. DEMAND .AND IS AN :ESTIMATE AND SHOULD BE VERIFIED BY THE 4. THE CONTRACTOR SHALL INSTALL PULL BOXES IN ACCORDANCE WITH CSU IRRIGATOR. SPECIFICATIONS AND DESIGN. PULL BOXES SHALL BE PROVIDED BY CSU. U) in m n UD SYMBOL & LINE LEGEND 0 POWER POLE 0 LIGHT POLE GUY WIRE ANCHOR ® GAS PIPELINE RISER Mwv WATER VALVE ®WM WATER METER nDcv DOUBLE CHECK VALVE OEv ELECTRIC VALVE ®BV BALL VALVE ®E ELECTRICAL TRANSFORMER (DGM GAS METER OO MH MANHOLE @c.o. CLEAN.OUT .§,)FH FIRE HYDRANT ®lP TELEPHONE PEDESTAL AlnN AREA INLET IB JUNCTION BOX o: CURB INLET 0 PB FIXED PIPE BOLLARD - - - BUILDING SETBACK LINE -- -PROPERTY LINE -------- EASEMENT LINE P.U.E. PUBLIC. UTILITY EASEMENT B.L. BUILDING SETBACK LINE PLAN NOTES: 1. REFER TO SHEET COA & CO.2 FOR UTILITY AND MISCELLANEOUS CONSTRUCTION NOTES. 2. REFER TO SHEET C2.2 & C2.3 FOR. MISCELLANEOUS DETAILS. 3. THE CONTRACTOR SHALL BE RESPONSIBLE TO ENSURE THAT ALL EXISTING IMPROVEMENTS (MANHOLE LIDS, VAULTS, TRAFFIC BOXES, ETC...) ARE ADJUSTED SO THAT THEY ARE FLUSH WITH THE NEW SIDEWALKS AND PAVEMENT. T.B.M. #1: SQUARE CUT IN BACK OF CONCRETE CURB ON THE .SOUTH SIDE OF PARK PLACE DIRECTION ACROSS FROM THE SUBJECT PROPERTIES' SOUTHWEST PROPERTY CORNER. (ELEV.=297.23'-NAD 83) #4; BARS. 0 12" 0. C. E. W. #4 DOWELS 4,000 PSI CONCRETE (18" LONG) 028 DAYS a 18" G.C. CUT I F(ALL SIDES) II d-• • • d -4+ _ arm (�- EXISTING CONCRETE J _j = � 12" PAVEMENT ¢ '' U o Q _ CEMENT STABILIZED m v> - SAND - INITIAL BACKFILL z c�1 — r ../ ............: ..... ..... CLASS II - COMPACT IN 6" .:::.:: :: (MAX) LIFTS TO 90% SPRING LINE. -_—_________ 0•D• '::::::::: STANDARD PROCTOR OF PIPE :::::.. DENSITY @ 0 TO +4% OF -- OPTIMUM MOISTURE CONTENT - WORK IN BEDDING . .. ..................... AROUND PIPE BY HAND TO (4" MIN) EQUALLY PROVIDE UNIFORM SUPPORT SPACED PIPE D.D.. UP TO SPRING LINE +12" (MIN) +24" (MAX) UNDISTURBED SOIL CONCRETE PATCH N.T.S. 7607 EASTMARK DR., STE. 25OF <77840> POST OFFICE BOX 9253 COLLEGE STATION, TEXAS 77842 EMAIL: ciuil@rmengineer.com OFFICE - (979) 764-0704 FAX - (979) 764-0704 TEXAS FIRM REGISTRATION No. F-4695 KERR SURVEYING, LLC 505 CHURCH STREET COLLEGE STATION, TX 77841 OFF: (979) 268-3195 FAX: (979) 691-8904 111�\ 5 111l3\ lm ,MS91 w t TAN IwIff SU STIALL COMPLETE I S S CONSTIRUCTION 111124110 CONSTRUCTION DRAWINGS ISSUED PRIOR TO THIS DATE ARE REPLACED BY THIS SET & SHOULD NOT BE USED FOR CONSTRUCTI Aw A _ z Q .J CL F- J. H D Lij 1-- CL W X YQ Lij x Li Z V � _I- U �J0 Y� CL Q ui o W < (1- 0 0 F- I ¢ w- U (1) m 0 3� Q W 00 WOp m t4- W La O 0 O U CLIENT L INFORMATION CRAIG & CAROL INVESTMENTS, Ltd. c/o CRAIG PAULL 1808 TEXAS AVENUE S., STE. 300 COLLEGE STATION, TX OFF: (979) 695-9955 FAX: _(979) 695-9944 EMAIL: CRAIGOSYSTEKMAIL.COM FILENAME: 0335UPlA SCALE: 1 "=20' SUBMITTED DATE: OCTOBER 6, 2010 DRAWN BY: R.A.M. CHECKED BY: R.A.M. FIELD BOOK: N/A PAGES: N/A RME CONSULTING ENGINEERS CLIENT NO. PROJECT NO. 225 - 0335 SHEET 7 OF 11 5/8" I.R.F. LOT 2B, BLOCK ONE EAST BRAZOS INDUSTRIAL ._ PARK #1 (CALLED 0.202 ACRES) t^` �_- -- 'MCP `LIN TYPICAL 6" RAISED MONOLITHIC CURB (TYPE 1 A) \ 5/8" I.R.F. S 24'33'25" E — 87.72' V 5/8 I.R.F. O N 4'W x 81 CONCRETE DRAINAGE FLUME `' J �13- LOT 18-20, BLOCK FOUR REDMOND TERRACE (CALLED 2.714 ACRES) ,VW x 81 CONCRETE DRAINAGE FLUME "�'-5/8„ I.R.F. CALL BEFORE YOU DIG TEXAS ONE CALL SYSTEM 1-800-245-4545 (AT LEAST 72 HOURS PRIOR TO DIGGING) VARNINGil: THE CONTRACTOR IS TO LOCATE ANY AND ALL UTILITIES PRIOR TO CONSTRUCTION AND IS SOLELY RESPONSIBLE FOR ALL DAMAGES TO EXISTING UTILITIES DUE TO ANY CONSTRUCTION ACTIVITY. TRANSFORMER PAD I 12.00 1 (TYP) w ( 1 w I 12.00' (m') w( I w E i E �- E - -- - w) o "I-- �... w 12.00' (TYP) w I oQ ( w 0 1 N v I �� � n- w I N 1- E wI 1 LOT 1 R, BLOCK TWO F.S. KAPCHINSKI (CALLED 2.616 ACRES) LLS 21'47'4-7" E -- 297.51' ® p C.O. 0 C.O. EXISTING WOOD FENCE 0 M.H. I O J.B. I , -5/8" I.R.F. D. C. V. FE-91 — TYPICAL 6' CONCRETE SIDEWALK ADJACENT —21 w-ti TO STRUCTURE M_ — O SYSTEK COMPUTING TYPICAL 6' CONCRETE TYPICAL 5' CONCRETE I SIDEWALK ADJACENT SIDEWALK Q — TO STRUCTURE M — M L0 j I k I 6 j WANK I _ 5;:: I 1 16' WIN I 1 f C= a w wl i Con- � v I __ 1 12.00w E� 12.00'-E --�- E - --'12.00w wI� (TYP) y w t (TYP) uj w, (TYP) 110.00' I o° LaI Nwf wl_ --- N 24037'56" W — 318.23'®—®-- TYPICAL 6" RAISED 6" CONCRETE PAVING MONOLITHIC CURB & 6" LIME/FLY ASH LOT 9, BLOCK TWO (TYPE 1A) STABILIZED Sl1$GRADE F.S. KAPCHINSKI (CALLED'0'.298 ACRES) 6" CONCRETE PAVING & 6" LIME/FLY ASH 1 J2" I.R.F. STABILIZED SUBGRADE I I I I fN PLAN O 20 40 NORTH SCALE: V _. 20` I M.H. J.B. TYPICAL 5' CONCRETE SIDEWALK — ADJACENT TO R.O.W. fY C9 i I Q I I LL 0 a. O 3 c 00 � I l' Q I w _ W n N z Ld Z Y v I COMMERCIAL DRIVEWAY, SEE B/CS DETAIL ST2-03 I GG.v. G.V. I I I I SYMBOL & LINE LEGEND 0 POWER POLE 0 LIGHT POLE GUY WIRE ANCHOR ® GAS PIPELINE RISER Nwv WATER VALVE ®w+ WATER METER NDcv DOUBLE CHECK VALVE 0 Ev ELECTRIC VALVE ® BV BALL VALVE OEM ELECTRICAL TRANSFORMER (DGM GAS METER OMH MANHOLE OC.o. CLEANOUT I&H FIRE HYDRANT 91P TELEPHONE PEDESTAL ❑ Al AREA INLET B JUNCTION BOX o CURB INLET Y PB FIXED PIPE BOLLARD — — — BUILDING SETBACK LINE ------- PROPERTY LINE -------- EASEMENT LINE P..U.E_ PUBLIC UTILITY EASEMENT B.L. BUILDING SETBACK LINE PLAN NOTES: 1. REFER TO SHEET CO.1 & CO.2 FOR EARTHWORK, PAVING, AND MISCELLANEOUS CONSTRUCTION NOTES. 2. REFER TO SHEET C2.2 FOR PAVING & MISCELLANEOUS DETAILS. PAVEMENT LEGEND CONTROL JOINT CONSTRUCTION JOINT --E -- EXPANSION JOINT fag- 7607 EASTMARK DR., STE. 250F <77840> POST OFFICE BOX 9253 --OLLEGE STATION, TEXAS 77842 EMAIL: civil@rmengineer.com OFFICE - (979) 764-0704 FAX - (979) 764-0704 TEXAS FIRM REGISTRATION No. F-4695 KERR SURVEYING, LLC 505 CHURCH STREET COLLEGE STATION, TX 77841 OFF: (979) 268-3195 FAX: (979) 691-8904 MARKI DATE I DESCRIPTION aunSTANTIALLY COMPLETE 1 oft U` 0 CONSTRUCTION 11 [24110 CONSTRUCTION DRAWINGS ISSUED PRIOR TO THIS DATE ARE REPLACED BY THIS SET & SHOULD NOT BE USED FOR CONSTRUCTI Fka� r .... ..... � 88 83 tit ls_ N I- X Y Q Z_ W� zF I-- < Z a Q � 0 Y 0 _! n CL vi w � Q o r 0 Y I— 1 N Z o U► Q V)� m z > wo-C Uo V) J >LLJ 0 — _3 rr^^ W VJ r0 O-1 O U CLIENT INFORMATION CRAIG & CAROL INVESTMENTS, Ltd. c/o CRAIG PAULL 1808 TEXAS AVENUE S., STE. 300 COLLEGE STATION, TX OFF: (979) 695-9955 FAX: (979) 695-9944 EMAIL: CRAIGOSYSTEKMAIL.COM FILENAME: 0335PVlA I SCALE: 1 "=20' EREVIEWED SUBMITTED DATE: OCTOBER 6, 2010 F'OR DRAWN BY: R.A.M. iIO �E CHECKED BY: R.A.M. 2�11 FIELD BOOK: NJA PAGES:N/A RME CONSULTING ENGINEERS �"�'�'I CLIENT N0. PROJECT N0. ING 225 — 0335 lddmftk SHEET 8 OF 11 \ \ 0 POWER POLE 0 LIGHT POLE GUY WIRE ANCHOR MR GAS PIPELINE RISER Mwv WATER VALVE Owm WATER METER APPROXIMATE LOCATION OF nM Dcv DOUBLE CHECK VALVE 2" ATMOS GAS LINE IDEv ELECTRIC VALVE APPROXIMATE LOCATION OF 0 Em ELECTRICAL TRANSFORMER LINE (DGM GAS METER VARIABLE c&FH FIRE HYDRANT 07P TELEPHONE PEDESTAL CURB INLET f+++++++++. +++ + k-) P.U.E. PUBLIC UTILITY EASEMENT B.L. BUILDING SETBACK LINE + +++ + +++ PROPOSED 12"0 STORM SEWER - FL60DPLAIN" + ++ \ \LOT 18-20, BLOCK FOUR WIDTH \ REDMOND '�^°^"�� DRAINAGE EASEMENT (CALLED 2.714 ACRES) (268/795) ZONED: R.-1 ^~ \ \ ` NOW OR FORMERLY �S L|P|NSK| HOLDINGS, LLC -- -- ------- -- ------ -- -- -----' -- -- --- \ (VOLUME 37O3,PAGE 262) \ \ \ \ \ 00 LANDSCAPING NOTES: ZONED: C-1 1. THE LANDSCAPE PLAN PRESENTED WAS PREPARED BY RME CONSULTING ENGINEERS (RME). RME IS NEITHER A LOT 1R, BLOCK TWO APPROXIMATE LOCATION OF LICENSED LANDSCAPE ARCHITECT NOR IRRIGATOR. THIS PLAN WAS PREPARED FOR THE SOLE PURPOSE TO MEET F.S. KAPCHINSKI NOW OR FORMERLY 48"0 R.C.P. STORM SEWER MCCRORY, DON B THE CITY OF COLLEGE STATION (CoCS) UNIFIED DEVELOPMENT ORDINANCE AND OBTAIN DEVELOPMENT PERMITS. (CALLED 2.616 ACRES) (VOLUME 3783, PAGE 262) ANY CHANGES MADE TO THIS PLAN SHALL BE SUBMITTED TO THE CoCS DEVELOPMENT SERVICES DEPARTMENT FOR REVIEW AND APPROVAL. 0 20 40 2. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICA11ON OF QUANTITIES IN THE PLANT LIST. POST OFFICE BOX 9253 48"0 R.C.P. STORM SEWER NORTH "mm ANY DISCREPANCIES BETWEEN QUANTITIES ON THE PLAN AND THE PLANT LIST SHALL BE BROUGHT TO THE COLLEGE STATION, TEXAS 77842 SCA11,E: 1" 20' ATTENTION OF THE INSPECTOR AND ANY FIELD ADJUSTMENTS OR QUANTITY ADJUSTMENTS MUST BE AUTHORIZED ENtkffi: civil@rl-nengineer.com PROPOSED I KANSFORMER PLANTER BED PRIOR TO PLANTING. OFFICE - (979) 764-0704 PAD - SEE SHEET C1.4 APPROXIMATE LOCATION OF 5-TEXAS SAGE "GREENCLOUD" 8" PUBLIC SANITARY (5 GALLON) 0 4' O.C. uj 3. 100% COVERAGE OF GROUND COVER, DECORATIVE PAVING, DECORATIVE ROCK (NOT LOOSE), OR A PERENNIAL FAX - (979) 764-0704 SEWER LINE 8'x5' CONCRETE PAD w/8' 7-COMPACT NANDINA T, GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWELLS AND DRAINAGE AREAS, THE PARKING LOT SET BACK, TEXAS FIRM REGISTRATION No. F4695 10' P.U.E. L HIGH SOLID WOOD (3 GALLON) 0 3' O.C. 11 I�APPROXIMATE LOCATION OF RIGHT-OF-WAY, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. 279/431) SCREENING FENCE & GATE 2,V'O R.C.P. STORM SEWER TE LJ279 A, JA 4. ANY ADJACENT PROPERTY AND RIGHT-OF-WAY DISTURBED DURING CONSTRUCTION WILL BE RETURNED To ITS KERR SURVEYING, LLC 505 CHURCH STREET AS- (ROLL -OUT CONTAINER M.H. EXISTING CONDITIONS OR BETTER. STORAGE) SS.,9 -GAS- pw 5. ALL CONSTRUCTION DEBRIS SHALL BE REMOVED FROM 'THE PROPOSED PARKING ISLANDS PRIOR TO PLACEMENT' OFF: (979) 268-3195 - - - - - - - - - - - - - - - GAs . . ....... OF TOPSOIL AND PLANTING, INCLUDING CONCRETE, ASPHALT, LIMESTONE BASE MATERIAL, OR COMPACTED FAX: (979) 691-8904 Ma I STABILIZED EARTH. LANDSCAPE SCHEDULE SYMBOL NO. OF SIZE BOTANICAL COMMON TYPE NOTES POINTS POINTS .PLANTS NAME NAME EACH TOTAL DISTICHU.M CYPRESS TREE 25' MIN. SPACING CALIPER 9 (MULTI -TRUNK) LAGERSTROEMIA INDICA CREPE MYRTLE ORNAMENTAL NON -CANOPY 15 GALLON (COUNTRY RED) 40 360 TREE LEUCOPHYLUM GREENCLOUD 3' SPACING 16 5 GALLON :FRUTESCENS "GREENCLOUD" TEXAS SHRUB (18" HEIGHT) 10 160 SAGE NANDIRA COMPACT 31' SPACING 9 ULMUS PARVIFOLIA U8 CALIPER SEMPERVIROUS ELM TREE 25' MIN. SPACING YARD 16 > 1.25" ILEX OPACA SAVANNAH (TREE FORM) NON -CANOPY 30 GALLON BUFFER CALIPER HOLLY LANDSCAPING REQUIREMENTS SITE AREA METHOD: FRONTAGE TREES: SITE AREA=0.891 acres or 38,812 sqft. PARK PLACE - LOCAL STREET 0 32' SPC: ADDITIONAL STREETSCAPE: CANOPY REQUIREMENTS - TOTAL LANDSCAPE POINTS REQUIRED 1,372 pnts. TOTAL LANDSCAPE POINTS PROVIDED 1:,58G pnts. PLANTER BED 6-TEXAS SAGE ~GREENCLOU0° /5 0 4' O.C. 11-COMPACT NAND|NA (3 GALLON) 0 3` O.C. 6 U. mc unvwm vr ^'L rLmv/3 un^LL oc Z)LlUn/L, myncn xr/r-x ur-//unw /nmv xuoxxEm/ SOIL. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING OR ADDING TOP SOIL, AS NEEDED, FOR THE \ INCLUSION OF THE SOIL AMENDMENTS, AS :NEEDED, :IN THEPREPARED GROUND COVER BEDS. Rep- � IRRIGATION METER0 D. �LL S|N�LE TRUNK TREES �RE TD BE �TAKED� MDSE AND �UYN0RE5 8YERLAPPED. 5 JIMEN 11 W.L 9. COVER AREAS TO BE PLANTED NTH 6" APPROVED ORGANIC WATTER, 2" PINE BARK MULCM, AND 13-13-13 En FERTILIZER AT THE RATE OF 5 LBS./100 SQFT OF BED AREA. u_10'P.U.E. 10. ALL DISTURBED AREAS, NOT DESIGNATED TO BE BLOCK SODDED, SMALL BE SEEDED YMTM EITHER BERMUDA (2 `384/346/ LB3/1.000 SQ.FT) FROM MARCH 15 TO SEPTEMBER 15 OR 8ERMUDA/RYE GRASS MIX (2 LBS/5 LBS. PER 1.000 5Q.FT') FROM SEPTEwBER 16 TO MARCH 14. 11. THE LANDSCAPE CONTRACTOR SMALL BE RESPONSIBLE FOR INSTALLING TREES AND SHRUBS THAT WILL MEET | BOTH MINIMUM SIZE AND SPACING FOR TREE AND ZONING ORDINANCE | COMPLIANCE. FA/LURE TO INSTALL PLANT ' ' MATERIAL PER THIS PLAN WILL JEOPARD[ZE ISSUANCE OF F|NAL CERTIFICATE OF OCCUPANCY. PRIOR TO ISSUANCE MARKI DATE DESCRIPTION SV SUEK COMPUTING UUVnNGLO OF A CERTIFICATE OF OCCUPANCY ALL LANDSCAPING SHALL BE INSTALLED. � / o/un/ (MAX.nc/`�n/==��/ / ) OF \ 12 ALL TREES, SHRUBS AND PLANTS SHALL CONFORM TO ACCEPTED STANDARDS ESTABLISHED BY THE AWER|CAN SUBSTANTIALLY GROSS | 18" DIP PUBLIC WATER | ASSOCIATION OF NURSERYMAN. AREA ' - -- LINE cn COMPLETE | i 13. ALL SAUCERS SHALL BE SOAKED WITH WATER AND MULCHED IMMEDIATELY FOLLOWING PLANTING. 'LIJ | . 14. PRUNING: THIN BRANCHES AND FOLIAGE (NOT ALL END TIPS) BY 1/3. RETAINING NORMAL PLANT SHAPE; CONSTRUCTION NEVER CUT EVERGREEN LEADERS. � C--= G} '<15. THE TOP OF ALL ROOT BALLS SHALL L BEAR THE SAME RELATIONSHIP TO FINISHED GRADE, �S BORN TO _j /24/10 "- PREVIOUS GRADE AND GROWING CONDITIONS. 0 APPROXIMATE LOCATION OF � | �� PVC PUBLIC WATER - 10. ALL ROOT BALLS REMOVED FROM CONTAINERS SHALL BE SCARIFIED PRIOR TO BXCKRLUNQ.< LINE (D | {||| | | \ U K U = / o17. THE LANDSCAPE CONTRACTOR SHALL VERIFY EXISTING UNDERGROUND UTILITIES PRIOR To PLANT /wsTA||ATx�w u U AND SHALL BE RESPONSIBLE FOR ANY DAMAGES DUE TO LANDSCAPE OPERATIONS.'-'----' , ' `'`''^,'� | | | ��° '' . � / | . ~�~ | | 12\ TOPSOIL SHALL BE PROVIDED BY LANDSCAPE CONTRACTOR AND USED FOR DACKRUJNG ALL PITS FOR PLANTS. 24'PRIVATE CROSS | AVERAGE TOPSOIL MIXTURE SMALL CONSIST OF THREE (3) PARTS GOOD GARDEN SOIL, 1/2 PART BED MIX, 1/2 ACCESS EASEMENT / \ � � PART MANURE OR BONE MEAL AND ONE (1) POUND LIME PER CUBIC YARD. - H / [' | |U|9 ' 8 LOT8. BLOCK TWO F.S. NAPCH|NSK| (CALLED 0.298 ACRES) ZONED R-1 NOW OR FORMERLY WATSON, VNLUE V (VOLUME 3783. PAGE 262) / 19. ALL PLANTS SMALL BE GUARANTEED TO BE IN HEALTHY CONDITION FORONE (1) YEAR AFTER ACCEPTANCE BY ' ' | ----APPROXIMATE LOCATION OF THE OWNER AND THE CITY OF COLLEGE STATION.24^� R.CP' STOR� SEYN�R 20. ALL PLANT MATERIAL SHALL BE MULCHED WITH 8 MINIMUM 2" LAYER OF MARQWOO :BARK MULCH (UNLESS ^ | | OTHERWISE SPECIFIED). PROVIDE MINIMUM 10' DIAMETER MULCH RING AROUND EXISTING TREES TO REMAIN, TYPICAL. | ' ' | � 21'MINIMUM TREE SIZE AT PLANTING IS SPECIFIED(SINGLE SPECIFIED ON THE PLAN �O� SINGLE STEM TREES).ALL MUTU-STEM � U PLANTS MUST BE TREE FORM,MAXIMUM 3 TO 5 TRUNKS AND BE THE MINIMUM SIZE SPECIFIED] ON 'THE PLAN U U 22. ALL STRAPPING MUST BE CUT AWAY AND REMOVED FROM ROOT BALL PRIOR TO BACKplLUN0 PLANTING P|T, 1/2, 1.RF,-/ | ' ' | AND THE TOP 1/3 OF THE BURLAPMUST BE REMOVED FROM THE ROOT BALL BUFFER WALL - CENTER OF WALL LOCATED 2.5' G.V. 23. THE LANDSCAPE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES AND ORDINANCES REGARDING OFF PROPERTY LINE 0 LANDSCAPING. | { APPROXIMATE LOCATION OF 24. IT IS THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR TO ESTABLISH A HEALTHY STAND OF GRASS ON BUFFER YARD -(-%396 SQ.FT.' ' ]�� 4^ ATW0S GAS LINE ALL SEEDED AREAS' NOT INCLUDED IN LANDSCAPE | (1 |T | | � 25 IN THE EVENT THAT PLANTING BEDS AND MULCH ARE REQUIRED, THE LANDSCAPE CONTRACTOR SHALL INSTALL | | | | BLACK FABRIC MESH UNDER THE MULCH TO PREVENT WEED GROWTH. . 9-LACEBARK ELM | || _- _- � ' U|� � |U � | 28. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE WATERING AND THE MAINTENANCE OF ALL | 'l\ r ' _ 16-SAVANNAH HOLLY/ . . LANDSCAPED AREAS UNTIL THE LATER 0F (0 THIRTY /30\ DAYS FOLLOWING THE PLAN�NG OF THE Q7A53 AND °�`� ' ( | j ! | ��� � T� �� �� �E �'�� `- �B� F� ��E� �� U� ��Lj � ' ' ! ' ''/FACILITY'" '"` -- ' ° | | -�� �� . | | | |� | U 8 ��^ ~�~� n�°� w~ �- U | | \ \ | |� | U U I - O��. ,��" ��p �� /-RRIGA11ON NOTES: U U CL TREE PLANTING NOTES: l. STAKE /\B(�\�� FIRST f]R/\0[HE�� {]R AS NE��ESSAR��TO PREVENT SLIPPING OFRUBBER 2' PLANT IS EVEN WITH THE FINISHED GRADE. 12 GAUGE GALVANIZED WIRE ENCASED IN 1"0 RUBBER HOSE 6' METAL "T" POSTS (MINIMUM OF 3) ]BALL DIAMETER PINE BARK MULCH 1: (5' MIN) NEW TOPSOIL �UZER TREE PLANTING- N'T'�� � STEEL EDGE, COLOR SPECIFIED BY OWNER (OPTIONAL, EXCEPT AT ��UR0�� ^� ��|QEWALKS) & \ 4' OR0" E�F�D�� NEW TOPSOIL 6° THICK (MIN.) PLANTING- N.T.S. 1. AN AUTOMATIC TYPE IRRIGATION SYSTEM �SHALL 8EINSTALLED FOR ALL NEW PLANTED AND LANDSCAPED AREAS. THIS IRRIGATION SYSTEM MUST BE INSTALLED PRIOR TO ISSUANCE U /� xn u� co��-c��//r/cx//uw u� ucxu�*mcr U �� 2�E|R�����M�8E��D���APR��E����.A����� PRINCIPLE BACK FLOW DEVICE, OR A DOUBLE CHECK BACK FLOW DEVICE, AND INSTALLED PER CITY ORDINANCE 2394. -- *w* 3. ALL BACK FLOVYDEVICES MUST BE INSTALLED AND TESTED UPON INSTALLATION AS PER CITY ORDINANCE 2394. �� 4' INSTALLATION. PVC (SCH 4U) SLEENNG SHALL BE COORDINATED WITH THE CONTRACTOR. AND ALL SLEEV|NG °�~� SMALL EXTEND A MINIMUM OF24" PAST THE CURB OR SIDEWALK WHERE APPLICABLE. �*� U 5. THE CONTRACTOR'S IRRIGATOR SHALL SUBMIT AN IRRIGATION PLAN TO THE OWNER FOR REVIEW AND APPROVAL. THE �R|SAD0N PLAN SHALL DEMONSTRATE THAT lHE IRRIGATION SYSTEM �VY|LL SUFFICIENTLY SUPPLY ALL WATER NEEDS TO THE NEWLY PLANTED LANDSCAPING AND GROUND COVER AND MEET ALL INITIAL WATERING NEEDS FOR VIABLE ESTABLISHMENT AND GROWTH OF PLANllNCS, 6. THE CONTRACTOR SHALL COORDINATE ALL 5LEEVlNG REQUIRED FOR PUBLIC AND PRIVATE UTILITIES AND IRRIGATION AS DIRECTED BY THE DEVELOPER. 7. THE LANDSCAPE CONTRACTOR SHALL INSTALL AN IRRIGATION SYSTEM SUFFICIENT TO MEET LOCAL JURISDICTIONAL REQUIREMENTS OR SHALL BE SUFFICIENT TO PROPERLY IRRIGATE THE LANDSCAPING AND GRASS U AREAS LOCATED IN THE FRONT YARD AND SIDE YARDS ADJACENT TO THE PARKING LOT. K PINE BARK MULCH 2" THICK Am|N,\ GRADE CALL BEFORE YOU DIG TEXAS ONE CALL SYSTEM (AT LEAST 72 HOURS PRIOR TO DIGGING) 1VARNJNG,!!.: THE CONTRACTOR IS TO 10CATE ANY AND ALL UTILITIES : c� PRIOR TO [U0UIRUCl1U0 AND IS SOLELY KE1yUN8I8OE FOR ALL IA80\QES � 0DXl�lNG�lLIIl�D��A�Q���l�A�I01� �__ 0 _0 �� �� �� =� m c^ uj " 'LL_ . 0 � 114 oy � 0 �� �� ��� w�* 3:: om u_ � ~��� � �v� _ " ' ~Ld on �� o�uj nm �� ��w �� `��� r-LLI 0 �~� _J�� '��U CLIENT INFORMATIO CRAIG & CAROL INVESTMENTS, Ltd. COLLEGE STATION, TX EMAIL: CRAIGOSYSTEKMAIL.COM CHECKED BY: R.A.M. FIELD BOOK: N/A PAGES: N/A RME CONSULTING ENGINEERS CLIENT NO. PROJECT NO. SHEET 9 OF 11 0 0 0° 0 0 colW}— J Q oLd z 10 0 o.. 0 0 0 0 0 0 0 10 0 0 0 0 0 0 0 a O o 0 0 0 0 0 0 0 0 0.0 0 0 o o 0 0 O 0 0 vv> o 0 0 o0 0 o0 0 00 °° 00 °I °o o o ° ° ° o ° ° o o ° ° o `---8" RED STRIPE PAINTED ON DRIVE SURFACE WITH 4" WHITE LETTERS I °0 0° ° ° ° ° ° STATING "NO PARKING FIRE LANE TOW -AWAY -ZONE" o ° ° ° ° o a ° ° o o ° o I °".00 ° 3Ntll 3211d ONINBtld ON 3NDZ—AVMtl—MOl 3Ntl1 3271J JNINNtld ON o z TYPICAL HANDICAPPED FIRE LANE MARKING N PARKING SIGN 1211 4" STRIPPING @ 16" 1 3/8" O.C. (PAINTED BLUE) 2" B SERIES 2" 18" DESIGNATED 2" C SERIES � 1 1 /2 00 PARKING 2" C SERIES 1 1 /2 ONLY 2" C SERIES 2 1 /20' SIGN A SIGN MUST BE MOUNTED IN A CONSPICUOUS LOCATION AT EACH ENTRANCE TO THE PROPERTY FIRE LANE DETAILS N.T.S. 18" 9" 12" 12 (TYP) �1J"R 1 RESERVED SIGN NOTES: 3C 1. SIGN SHALL BE TYPE R7-8 AS IDENTIFIED 1" IN THE TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 3C 2. SIGN COLORS SHALL BE AS FOLLOWS: 1" TEXT - GREEN LEGEND & BORDER - GREEN BACKGROUND - WHITE SYMBOL - WHITE ON BLUE BACKGROUND 6" SQ PENALTY SIGN NOTES: 18" 3. SIGN SHALL BE TYPE R7-8A AS IDENTIFIED IN THE TEXAS MANUAL ON UNIFORM TRAFFIC 24" 1 CONTROL DEVICES. 4. SIGN COLORS SHALL BE AS FOLLOWS: TEXT - GREEN LEGEND & BORDER - GREEN BACKGROUND - WHITE 2" 1C 1 it$ i�, 9C 2" mi ,: i 5'-0" or 8'-0" -DETECTABLE WARNING PAVERS, SEE B/CS STANDARD SW2-03 TAPER CURB ZTHROUGH RAMP (BOTH SIDES) 70 0 0 0 0 0 0 00 7. 0 0 0 0 0 0, k- TAPER CURB THROUGH RAMP 11 CURB STOP (MAX)o� ox o¢ t�l � SYMtiUL (PAINTED BLUE) 81— 011 HANDICAPPED PARKING ROW N.T.S. E 7MAN 12" ow 71 EL 7607 EASTMARK DR., STE. 250F <77840> POST OFFICE BOX 9253 COLLEGE STATION, TEXAS 77842 EMAIL: civil&nengineer.com OFFICE - (979) 764-0704 FAX - (979) 764-0704 TEXAS FIRM REGISTRATION No. F-4695 KERR SURVEYING, LLC 505 CHURCH STREET COLLEGE STATION, TX 77841 OFF: (979) 268-3195 FAX: (979) 691-8904 PRIME & PAINT RACK BLACK IN COLOR _ o_ M F � MARK DATE DESCRIPTION CLEAR ZONE MOUNT TO 1.9"S� STEEL TUBING 1 1 ( SUBSTANTIALLY CONCRETE SURFACE in w/4-GALVANIZED M J-BOLTS I Do N 36(MIN) 54" (TYP) I COMPLETE ISSUE rU CONSTRUCTION 6"x3" STEEL PLATE WELDED TO RACK 30� L TYPCIAL BIKE TUBING ( ' 11 /24 'I CONSTRUCTION DRAWINGS .—I ISSUED PRIOR TO THIS 6,- PLAN LAYOUT DATE ARE REPLACED BY THIS SET & SHOULD NOT BICYCLE RACK BE USED F R CONSTRUCTI N.T.S. % STENCIL LETTERING "RESERVED PARKING" ALONG HANDICAPPED td PARKING SPACES. * .......:..!� LETTERS TO BE BLUE CONCRETE w/DOMED '' McTc w/WHITE BACKGROUND FINISH �'�:, gg 83 ... SET LIGHT POLE ANCHOR BOLTS TO 40" td �'o-'•.� w/DOUBLE NUTS ON 1" MINIMUM BELOW GRADE WITH tttl lss E 4 1 Al IGNERS CIRCLE DIAMETER �e •� 1J"R (TYP) 2C RESERVED SIGN NOTES: 1. SIGN SHALL BE TYPE R7-8 AS IDENTIFIED 1" IN THE TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 2C 2. SIGN COLORS SHALL BE AS FOLLOWS: 1" TEXT - GREEN LEGEND & BORDER - GREEN BACKGROUND - WHITE SYMBOL - WHITE ON BLUE BACKGROUND 61v SQ 4' 1 J» 1.5C ;" 1.5C 1 4" 3" O.D. STEEL PIPE co (SCH-40) PRIMED M & PAINTED (COLOR FINISHED AS SPECIFIED BY PAVEMENT I I THE OWNER) 04 a l CONCRETE (CLASS B) 12"�A FIXED PIPE BOLLARD N.T.S. NON -SHRINK GROUT tides & BOLT SIZE SHALL BE 3 EXTRA SPIRAL DETERMINED BY POLE TURNS @ TOP MANUFACTURER FINISHED GRADE ui o d' c� N PVC CONDUIT /\\/ & .. (SCH 40) J X — F— zIAJ Z 2 j"x1.0' LONG COPPER W �-- Q Z °- 0 CLAD GROUND ROD BOND 8-#7 VERTICAL oo _ _ � Y � BARS (CONTINUOUS) ..4 6 0 TO POLE BASE USING 0 0 #6SDB COPPER (� a- Q- �- v Cn #3 SPIRAL 0����� Z = <� I o 12" PITCH ��fi������ Y ~ o < 3,000 PSI CONCRETE 24" 0 ��!���!�W 6 o @ 28 DAYS I o mU) Ad ul >- � J t° W LIGHT POLE FOUNDATION w o N.T.S. I'_ 0 RESERVED PARKING SIGN SIGN NO. R7-8 w/VAN SIGNAGE WHERE APPLICABLE PENALTY PARKING SIGN (AS SPECIFIED) 2j"O GALVANIZED PIPE @ 2 LBS./FT. i;��el" 7 CLASS "B" CONCRETE FOOTING H /C PARKING SIGN NOTES: 1. ALL SIGN HARDWARE SHALL BE GALVANIZED. 2. MOUNTING HEIGHT SHALL BE A MINIMUM OF 60" ABOVE THE GROUND, FLOOR, OR PAVING SURFACE AS MEASURED TO THE LOWEST CHARACTER OF THE LOWEST SIGN. 120 f ----I HANDICAP SIGN MOUNTING N.T.S. CLIENT INFORMATION CRAIG & CAROL INVESTMENTS, Ltd. c/o CRAIG PAULL 1808 TEXAS AVENUE S., STE. 300 COLLEGE STATION, TX OFF: (979) 695-9955 FAX: (979) 695-9944 EMAIL: CRAIG@SYSTEKMAIL.COM FILENAME: 0335CVlA SCALE:AS NOTED SUBMITTED DATE: OCTOBER 6, 2010 DRAWN BY: R.A.M. CHECKED BY: R.A.M. FIELD BOOK: N/A PAGES: N/A RME CONSULTING ENGINEERS CLIENT NO. PROJECT NO. 225 — 0335 ■ SHEET 10 OF 11 w �D' a a� 0� 8" TO 12"0 STONE o z (20LB MIN.) wo w/FILTER FABRIC Lj(0, o WIDTH VARIES " » 1 - 6"x9" #3 w w U BAR PER BLOCK CURB ❑ ❑ LAYDOWN --1 8" 1— N -- _ 6" 00 z Q � Q w J 6ry ' Of wl V TYPICAL CONCRETE CURB & GUTTER 24" #3 DOWELS 0 12" O.C. #3 BARS @ 12" O.C.E.W. TYPICAL CONCRETE CURB & GUTTER 6" DISSIPATOR BLOCK PLAN VIEW _ CONCRETE DRAINAGE FLUME N.T.S. 1. CROSS -SLOPE OF SIDEWALK SHALL NOT EXCEED 2.007.. 2. EXPANSION JOINTS SHALL BE PLACED AT A MAXIMUM OF 30' SPACING AND AT ALL OTHER LOCATIONS WHERE .SIDEWALK ADJOINS TO _OTHER CONCRETE STRUCTURES. 3. CONTRACTION JOINTS SHALL BE PLACED AT A 5' MAXIMUM SPACING. SPACING SHALL BE UNIFORM. 4. AS FAR AS PRACTICAL SIDEWALK JOINTS SHALL ALIGN WITH ADJACENT JOINTS IN CURBING. " EXPANSION JOINT MATERIAL & SEALANT (MIN DEPTH OF EXPANSION JOINT 2" CLR 1" DEPTH (MIN) CONTRACTION JOINT TH VARIES , LIGHT BROOM FINISH U) '`'/�'X`'% `-COMPACTED SUBGRADE N 0 CROSS—SECTION ON —SITE TYPICAL CONCRETE SIDEWALK N.T.S. EXISTING EXPANSION CURB JOINT PROPOSED #4 DOWELS CURB @ 18" O.C. TIE TO CURB DETAIL N.T.S. BACKFILL CROSS SECTION #4 SMOOTH DOWEL, 18" LONG & SPACED @ 24" O.C. (COATED w/HEAVY GREASE) CONCRETE SIDEWALK, SEE DETAIL THIS SHEET-\ 3" LONG METAL OR PLASTIC CAP, INSIDE DIAMETER TO BE 1/16" GREATER THAN DIAMETER OF DOWEL. CAP MUST BE LONG ENOUGH TO COVER 2" OF DOWEL AND HAVE STOP SO END OF CAP 1S 1" FROM END OF BAR CONCRETE SIDEWALK, SEE DETAIL THIS SHEET m BUILDING FOUNDATION EXPANSION JOINT, SEE DETAIL THIS SHEET PAVEMENT DRIVEWAY ° OR. PARKING AREA. 2 a BUILDING TOOL JOINT 1"R AT ARTIFICIAL BACK OF CURB -\ MONOLITHIC CURB L#4 DOWEL 0 24" O.C. CONCRETE SIDEWALK, SEE DETAIL THIS EXPANSION JOINT SHEET w/TOOLED EDGE, SEE DETAIL THIS SHEET EXISTING CONCRETE d: d CURB & GUTTER a, #4 DOWEL 0 24" O.C. EXISTING CURB ON —SITE CONCRETE SIDEWALK ADJACENT TO STRUCTURE N.T.S. FORM 1" (MIN) SWALE IN CONCRETE & ROCK MIM nen VAIRFS 24" DRAINAGE PIPE I GRADE VARIES, I 1 I I f I (TYPE, SIZE & SEE PLANS) l I I I I PLAN VIEW SIDESLOPE TO MATCH THAT OF FILL OR CUT GRADE TO DRAIN, 12AS REQUIRED �M1N) 12" (MIN) 5' (MIN) RING & COVER ELEVATED 3" (MIN) ABOVE GRADE IN NON -PAVEMENT AREAS a_ 00 w + i a a U 3:0 Of J W,3.. `.. a� _jQ ww 4,000 PSI CONCRETE 0 28 DAYS 3 BARS @ 18'' _v -1— \•�!\•�!\�%!\�'!\ -�•;�• ROCK RIP -RAP, REFER TO CONSTRUCTION ENTRANCE DETAIL FOR ROCK & FILTER GROSS -SECTION VIEW FABRIC SPECIFICATIONS CONCRETE HEADWALL N.T.S. SEAL w/EXPANSION JOINT MATERIAL „ #4 SMOOTH DOWEL, 18" LONG & SPACED 0 12" O.C. R (COATED w/HEAVY GREASE) I -\I //" I _ ° 9 -NON-EXTRUDING FILLER 3" LONG METAL OR PLASTIC CAP, 6" LIME -FLY ASH STABILIZED SUBGRADE INSIDE DIAMETER TO BE 1 /16" GREATER (2% LIME & 8% FLY -ASH BY DRY WEIGHT) THAN DIAMETER OF DOWEL. CAP MUST BE COMPACTED TO 95% STANDARD LONG ENOUGH TO COVER 2" OF DOWEL PROCTOR DENSITY (ASTM D698) AND HAVE STOP SO END OF CAP IS 1" FROM END OF BAR EXPANSION/CONSTRUCTION JOINT TO BE SPACED AT 60' INTERVALS & PLACED AT ALL RADIUS POINTS, PC's, PT's & -- - OPPOSITE PI's AND ON ALL HORIZONTAL & VERTICAL CURVES. EXPANSION JOINT N.T.S. SAW CUT, SEAL WITH JOINT TERIAL. SEALING NOT IWRED IN CURBS. L - #4 BARS @ 18" O.C.EW. - #4 BARS @ 9" O.C.E.W. 6" LIME -FLY ASH STABILIZED SUBGRADE (2% LIME & 8% FLY -ASH BY DRY WEIGHT) COMPACTED TO 95% STANDARD PROCTOR DENSITY (ASTM D698) CONTROL JOINTS :SHALL BE PLACED AT 15' CENTER TO CENTER. CONTROL JOINT N.T.S. #4 BARS 0 12" O.C.E.W. (ALL SIDES) 24 "0 STORM SEWER MANHOLE RING & COVER RING & COVER FLUSH / w/GRADE IN PAVEMENT AREAS 6" THICK CEMENT \\#4 BARS @ 6" O.C.E.W. STABILIZED BASE (TOP & BOTTOM) CONCRETE JUNCTION BOX N.T.S. �I �a dtfina � R 7607 EASTMARK DR., STE. 250F <77840> "OST OFFICE BOX 9253 "OLLEGE STATION, TEXAS 77842 EMAIL: civil@rmengineer.com DFFICE - (979) 764-0704 FAX - (979) 764-0704 I,EXAS FIRM REGISTRATION No. F4695 KERR SURVEYING, LLC 505 CHURCH STREET COLLEGE STATION, TX 77841 OFF: (979) 268-3195 FAX: (979) 691-8904 MARKI DATE I DESCRIPTION R CURB NOTE: EXPANSION u STANTIALLY 6°l JOINTS TO BE PLACED AT 60' INTERVALS AND AT ALL RADIUS COMPLETE POINTS, , P. CONSTRUCTION JOINTS SHALL I�SUEQ f OR 3" `:.,:•+ �� BE PLACED AT 20' INTERVALS. CONSTRUCTION t 11124110 CONSTRUCTION DRAWINGS ° "• ' ISSUED PRIOR TO THIS � DATE ARE REPLACED BY 3» PAVEMENT THIS SET ac SHOULD NOT REINFORCEMENT BE USED F R CONSTRUCTI _ #4 BARS TYPE IA — MONOLITHIC r r r ON —SITE t 12"-#4 DOWEL Cam? 12" O.C. METAL KEYWAY T=6" - .#4 BARS 0 18" O.C.EW. T=8" - #4 BARS @ 9" O.C.E.W. 6" LIME -FLY ASH STABILIZED SUBGRADE (2% LIME & 8% FLY -ASH BY DRY WEIGHT) COMPACTED TO 95% STANDARD PROCTOR DENSITY (ASTM D698) CONSTRUCTION JOINTS SHALL BE PLACED AT DESIGNATED LOCATIONS AND MAY REPLACE CONTROL JOINTS AS REQUIRED. CONSTRUCTION JOINT N.T.S. LO 3/4" . Q... 3/4» METAL KEYWAY PLATE N.T.S. It 24" THICKENED EDGE N.T.S. B A ME 'TC r sa 83 ' �. � p.► At er.,(tt X YQ x ZW� _~ F-Qz a �JO Yo CL a— F— (n U w >L 0 Y io � O w QC O o < m w W v o Lij W m I`r- r U) La W �0 O_1 U CLIENT INFORMATION CRAIG & CAROL INVESTMENTS, Ltd. c/o CRAIG PAULL 1808 TEXAS AVENUE S., STE. 300 COLLEGE STATION, TX OFF: (979) 695-9955 FAX: (979) 695-9944 EMAIL: CRAIGOSYSTEKMAIL.COM FILENAME: 0335CVlA SCALE:AS NOTED SUBMITTED DATE: OCTOBER 6, 2010 DRAWN BY: R.A.M. CHECKED BY: R.A.M. FIELD BOOK: N/A PAGES: N/A RME CONSULTING ENGINEERS CLIENT NO. PROJECT NO. 225 — 0335 ■ SHEET 11 OF 11 NOTE, 'TYPE "G- EXPANSION JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF 40' APART AND AT ALL RADIUS POINTS, P.T; S AND P.C; S. TYPE "B•' CONTRACTION JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF 10' APART. "R 12' 1" MIN. TO IS" C!C •4 BARS Q 18" O.C.E.W. 6" MAX.. (MID SLAB) _T S SECTIONA A VARIE a , a <7 4 3.. � � b-" _� " 24' R. 0. W. 4 BARS :CONTINUO 1•• q 3° 3 3 !7" $ i!2 - 12' AND 3" CLEAR TYP' • m #4 BARS 2.. 'A A �, IF4•• 0 = 314" x 16" SMOOTH 3•• '- " 24 LAY DOWN n EXPANSION DOWELS � TYPICAL COMBINED DOWELLED IN CURBS o�. GUITTER SECTION DETAIL CURB &. GUTTER SECTION A�LEY + � \ STI-00 ST1701 ST1-02 NOTE, 4 NOTE: TYPE "G" EXPANSION JOINTS IN CURB & GUTTER SHALL BE i. TYPE "G" EXPANSION JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF 40APART AND AT ALL SPACED AT A MAXIMUM DISTANCE OF 40APART AND AT ALL 1/2"" CHAMFER ''• • • RADIUS POINTS, P.T.'s. AND P.C.'s. TYPE "B" CONTRACTION RADIUS POINTS. P.T; s. AND P.C.'s. TYPE "B" CONTRACTION {TYPICAL) ,JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAXIMUM JOINTS IN CURB & GUTTER SHALL BE SPACED) AT A MAXIMUM 1�'� TYPE "G" EXPANSION JOINT DISTANCE OF V APART DISTANCE OF V APART •4 BAR 2. PIPE EXTENDED r'-2" FROM SOC TO BE COVERED WITH FABRIC AND TIED IN PLACE v 24 24"ALLEY PAVING 15' t!4"R 1- 1"aA. ",� STI-06 24' • R 6.. IN 1/2Z • Et 6- t2,. 3" 1!4"R 12" -T3, t/4 'R 28-DAY CONCRETE 4' E STRENGTH-3500 psi. • 0 >3 6" 6 3/4' • 0 (6 3/4•' 2•. 3 3 3.. • 3.. 3.. 3..477,1 .,• 4" 4 • _ 04 BARS 3" �' • -*4 BARS 3" =3/4" X 18" SMOOTH 0 =3/4" x 18" SMOOTH 1 11 CAL EXPANSION DOWELS EXPANSION DOWELS RIBBON CURB TYPICAL COMBINED TYPICAL WEEPHOLE CURB SPILL CURB STI-03 STI-04 STl-05 1/8" R SEAL WITH JOINT MATERIAL •A DW MIN. JMET AAL KEY WAY PLATE ncFORMEO TIE BARS * 4 X 18". 18" O.C. TYPE 11D11 LONGITUDINAL JOINT NOTE: TYPE "G" EXPANSION JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF 40' APART AND AT ALL RADIUS POINTS. P.T; S AND P.C.'S. TYPE "B" CONTRACTION JOINTS IN CURB & GUTTER SHALL BE SPACED AT A )MAXIMUM DISTANCE OF 10' APART. j� 24" 1/4"R -\ I -6-�I le 1S" TRANSVERSE REINFORCEMENT: * 4 BARS AT 18" C. TO C. W. I C. TO C. TYPE "0" JOINT LONGITUDINAL JOINTS SHALL BE REQUIRED ONLY ON THE L Lp►)g CENTERLINE OF THE PAVEMENT & IN INTERSECTIONS AS DETAILED #4 BARS AT 18" C. TO C. TUDiNAL REINFORCEMENT: 40' 40' 40' TANG_ E ATT SECTIONS INPICAL JOINT & REINFORCEMENT LAYOUT FOR CONCRETE PAVEMENT SEAL W/EXPANSION JOINT MATERIAL SMOOTH DOWEL BAR 3/4" 0 X 18". 12- O.C. i!4" R DATED W/HEAVY GREASE) 5-1C2" 3/4" >: a 7! 6"MIN.7z1-5/8" d d' RECYCLED MATERULL 1/2'• d D 1•112" THICK AS MANUFACT�.RED 3" LONG METAL OR PLASTIC CAP 3/4" INSIDE DIAMETER TO BE 1/16" WATER BY J.D. RUSSEEL COLOR THAN DIAMETER OF -DOWEL BAR. CAP 3.. APPROVED EQUAL VMUIDT gE L�At�' yENOUGH T y Ov R, 2 • MLr�,AI KEY WAY AY PLArI,L CAP DIS r FROM THE £ [� OF �A OF TYPE 11G I EXPANSION & CONSTRUCTION JOINT NOTE: EXPANSION JOINTS AS SHOWN AND AT VARIES EACH RADIUS POINT. CURB EXPANSION TO BE SPACED AT 40' INTERVALS & ALL RADIUS POINTS. P.C.S. P.T.'S. & OPPOSITE PAS. JOINTS SHALL BE AT 60' CENTERS. CURB & ON ALL HORIZONTAL & VERTICAL CURVES TYPE "B" JOINT CONTROL JOINTS SHALL BE AT ID' CENTERS. TYPE "D" JOINT 5 LONGITUDINAL JT. Q 900 TO CHORD OF RADIUS. (TYP.) SAWED OR FORMED.SEAL WITH JOINT MATERIAL. SEALING NOT REO'D IN CURBS. 3/8" R 1/8" TO 3116" T #4 BARS. 18" O.C.E.W. TYPE "Brt CONTRACTION MINT TRANSVERSE JOINTS SHALL BE SPACED 15'CENTER TO CENTER TYPE "G" JOINT AT ALL RADIUS POINTS AND MAX. DISTANCE OF 300'ON TANGENTS BACK OF r-6"- (TYP.) 1 � TYPE "0a TYPE TYPE "G" JOINT AT FUTURE EXTENSION OR AT PROP. WORK (TYP.) TYPICAL JOINT LAYOUT AT CONCRETE INTERSECTION GENERAL NOTES: ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEQUATELY BLOCK SODDED OR HYOROMULCHED AND WATERED UNTIL GROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS IS PRESENT. BLOCK SOD WILL BE REQUIRED. BARED AREAS SHALL BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE. APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR. ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RAIN. ST3-00 TYPE "G" EXPANSION EXISTING CURB & GUTTER JOINT. ELEV.+ TO BE REMOVED I KEEP 6" RISE TO _� TYPE -G" EXPANSION TIC ELEv,=3" MATCH � OF PROPERTY LINE I JOINT. ELEV.+ � CURB RETURN RADIUS-*.2' . MATCH IE OF lo KEEP 6" RISE TO EXISTING GUTTER EXISTING PVMT. 2' TIC ELEv.=3" I o � CURB RETURN RADIUS 1'-6" EXISTING GUTTER 14.. ; ACCESSIBLE ROUE (4' MIN.) - z FOISTIN4" _ - 'T p a a� (OPTIONAL) �ETE I 3. PVMT. 3" RISE NOTE 3.MIN 7INS EXISTING BASE DRIVEWAY APRON SHALL BE 4" 128-DAY CONCRETE STRENGTHWAY APRON SHALL BE 4" DEFORMED TIE BAR -3000 psi) W/#4 BARS Q 18"EXISTINGAY O.C.E.W. ASPHALT APRONS W/O "D" CONCRETE STRENGTH#4 X 18" O.C. CURB ANp GUTTER SHALL BEJOINT TYPE LONGITUDINAL BASE Psi)- W/*4- BARS- 0 i8" FOR. TIE. TO CONCRETE ALCOWEOON OPEN PITCHED DEFORMED TIEBRCURBA ASPHALT APRONS E CURB AND GUTTER SHALL BE TO CONCRETE PAVEMENT ONLY STREET SECTIONS ONLY. 04 x IS- O.C. FOR TIE TO CONCRETE TO ALLOWEDON OPEN DITCHED SEC'TIONA A .SECZ'IONAA STREET SECTIONS ONLY. SLOPING AWAY FROM INTERSECTION CONCRETE .PAVEMENT CURB RETURN RADIUS * 2' CURB RETURN RADIUS r-6" o i > ACCESSIBLE ROUTE (4'MIN.) w (OPTIONAL) v �3 TE FOTF kOTE 3 6. LONGITUDINAL JOINT SECTIONA A SLOPING TOWARD INTERSECTION ONLY. SECTIONA A SIDE STREET WIDTH�I ff=IAYD0T4,7V CURB A�IA TYPE "G" EXPANSION JOiNT ,,c/-) ..'PNp1.A pVµt PROPERTY LINE 6" THICK CONCRETE NOTE. RAMPS ONLY WHEN (28 DAY STRENGTH - 3500 P51) *MAINTAIN 2X MAX THE LONGITUDINAL SLOPE IS - ------ W!•4 BARS AT 18" D.C.E.W. A CURINT OF VATURE CROSS SLOPE GREATER THAN 1:20 DOWEL INTO EXISTING SIDEWALK W!6" LSSB TO 2' BEYOND B.O.C. (VARIES) W/•4 BARS Q 13" O.C. RAMPS SHALL COMPLY WITH BACK OF CURB TAS REQUIREMENTS RETURN CURB TO HAVE It A ROLL FACE DIMINISHING EXPANSION JT. & I 25' RAD, (MIN.) ff+ I -I -I-} AT RADIUS POINT SMOOTH DOWEL BAR, I SIDEWALK * C= 1/2-fry X 16". WITH CAP Q 12" O.C. i TYPE "0" I 1 LONGITUDINAL { } j �-� (�� j 5'R.tMIN:) BACK OF 'CURB (COATED W/tIEAVY GREASE) I JOINT ACCESSIBLE RAMP ** (SEE RAMP DETAIL) "-ACCESSIBLE -------------I------- ROUTE* NEAT SAW CUT SAW CUT A I I 1, NEAT SAW CUT -- - - - - - - - - - - - -i.-------------- POINT OF TANGENCY *MAINTAIN 2X MAX CROSS TYPE "G" EXPANSION JOINT EXISTING CURB & GUTTER TO , , _,, _ .. � --- SLOPE. 5' MIN. WIDTH. BE REMOVED. REPLACE STREET ** SURFACING AS NEEDED. �') �J A EXPANSION JOINT tTYP.) EXISTING SIDEWALKS. (A MIN. r tET C/ SEAL VED OF 4'BEHINO BACK OF CURB). RESIDENTIAL 1 ��`V AY DRIVEWAY ('�S TO EXPANSION JOINMA MATERIAL MAY REMAIN IN PLACE , OTHERWISE SIDEWALK MUST BE REMOVED. TYPICAL STREET CONCRETE APRON il�� Srl,Z-l/� C ��/1 {n, 1 iJ��,Lr-l/ 1 F F. W a W Lj pRiVEvAA TYPE "0" EXPANSION JOINT. A j__7 In S I4R FT. NUN. ELEV.=TIC ELEV.+3" & E�X ERG TOCU BE TYPE "G" EXPANSION JOINT t- REMOVED KEEP 6" RISE TO I PROPERTY LINE I APPROX.12' DRIVEWAY WIDTH PROPERTY LINE MATCH R I t - - - I - - ,DRAINAGE CULVERT -VARIES-1 I TT EXISTING GUTTER � 3' ,Yr EXISTING -PVMT: ( : *' VAip1E5 RETURN CURB TO HAVE (MIN. 18" DIAL RCP PINE) I 6" MAINTAIN 2X MAX � CROSS SLOPE A ROLLRF�� PUSHING SECTION AA PROPERTY AT T. ;,r[ LINE - 3 R�ISENOTE: EXISTING BASE MIN. 25' MIN. R TYPE "D" REMOVE CURB ' /LONGITUDINALDRIVEWAY AMBUR.ATORY RAMP 1:12 MAX. APRON SHALL BE THRU RAID �TSLOPE JOIN1 TH F R F R . LENG O D AINAGE PIPE O -' F T OE ORMEO � BARRESIDENTIAL ,, b (28-DAY"CONCRETE DRIVES IS 36'MAX •4 X 18" O.C. STRENGTH • 3000 psi) W/•4 - - - - - - - - - - - r - - - -20'MIN. DR EDGE PVMT. FOR TYING NEW CONCRETE TO EXISTING BARS 0 18" O.Cl *W. ASPHALT SIDEWALK APRONS W/O CURB &GUTTER � - - - - - - - - - - - - - - - - -y - - - - - - - 2. ALL DRIVEWAY PIES WITHIN CULVERi CONCRETE PAVEMENT SHALL BE ALLOWED ON OPEN NE I NEAT ROW MUST HAVE CONCRETE SLOPED ENO SECTIONS STREET ONLY DITCHED STREET SECTIONS ONLY. SAW CUT I SAW GUT (6-1 SLOPE) OR APPROVED A�/� -�7Ti - ri EQUAL. SEG'7'IONA A �r� ICAL DRIVEWAY ENTRANCE TYPE J A NEAT EXISTING CURB &CUTTER TO EXPANSION JOINT SAW CUT BE REMOVED -REPLACE STREET u CULVERT Ti 1 V Y 1C V LVERT SURFACING AS NEEDED COMMERCIAL DRIVEWAY ST2-02 ST2-03 FLEX BASE N` MIN: 6- HMAC 04 BARS. IV O.C.E.W, 28-DAY CONCRETE TRENGTH = 35W psi C OR D) EXISTINGHMAC COAT! DOWEL #5 BARS. 16" LG.. 4`CoSMTpA&T$D CEMENT EXISTING 6" SAW CUT (8" INTO EXIST. PVMT.). O 18" O.C. BILIZED SAND GRAVEL STREET A O.O. 'O- � O- 00 O O 9.O.e •. O Q O EXISTING CONCRETE � 6•• EXISTING SAW CUT COMPACTED CEMENT I" VARIES COMPACTED CEMENT--,12" STABILIZED SAND OR STABILIZED SAND FLEX BASE REFER TO HMAC SPECIFICATION - 12" FOR LIFT AND COMPACTION REQUIREMENTS _-SEE BEDDING DETAIL FOR APPROPRIATE PIPE TYPE UNDISTURBED SOILvARIES OPEN CUT GRAVEL STREET ST4-00 SEE BEDDING DETAIL FOR APPROPRIATE PIPE TYPE UNDISTURBED SOIL-z VARIES OPEN CUT SEAL COAT/ OVERLAY STREET RESIDENTIAL COLLECTOR SECTION SECTION PAVEMENT WIDTH 24 30 R.O.W WIDTH 70 100 NOTES, 1. ggRUUAS5R��AL "SECTIONS WILL NOT REQUIRE W CITY ME TTS.PARALLEL TO ROW WITHIN 2. WITHIN FOLLOW ETJARE COUNTY 8 RURAL S � SSTTSSHALL ANDARDS W' UTILITY EASEMENT (SEE NOTE 1) W- Q Fo SEE BEDDING OETAIL FOR UNDISTURBED SOIL, APPROPRIATE PIPE TYPE VARIES OPEN CUT CONCRETE STg ET ST4-02 16' UTILITY (a EASEMENT (SEE NOTE 1) x Q X Ia N 2" HOT MIX STD. RIBBON CURB °- z v = AASP.HAL.TIC x . o GONG. PVMT. r ad x -FT.SLOPE t1f. 4" HMAC BASE „^• OR 6" CRUSHED 6" COMPACTED STABILIZED SUBGRADE LIMESTONE BASE. t98'!. STANDARD ASTM D-698 AT A MOISTURE .CONTENT .BETWEEN 0 AND •4X OF OPTIMUM TYPICAL RURAL ROAD RIBBON CURB SECTION ST4-03 NOTES: NOTES: 1. ALL SUBGRADES SHALL BE STABILIZED. 5.-REFER TO RICS 'UNIFIED DESIGN 'GUIDELINE MANUAL FOR 1. -REFER TO .B/CS .UNIFIED .DESIGN GUIDELINE MANUAL .FOR 2. COLLEC.T.OR STREETS WILL BE :REQUIRED TO USE B" 2. FOR SUBGRADES WITH 12015 AND X PASSING THE •200 ACCEPTED RIGHT OF WAY AND PAVEMENT WIDTH. ACCEPTED RIGHT OF WAY AND PAVEMENT WIDTH. REINFORCED CONCRETE (28 DAY STRENGTH-3500 PSI). SIEVE ) 35Z. USE LIME STABILIZATION. 6. COLLECTOR STREETS WILL BE REOURED TO USE 5" HMAC 3. FOR SUBGRADES WITH PK 15 AND X PASSING THE •20D BASE OR 8" CRUSHED LIMESTONE BASE AND STABILIZED SIEVE f 354 USE PORTLAND CEMENT STABILIZATION. SUBGRADE IN ACCORDANCE WiTH THE B/CS UNIFIED DESIGN 4. SIDEWALK PLACEMENT VARIES WITH EACH LOCATION AND GUIDELINE MANUAL OR AS DIRECTED BY CITY ENGINEER. - VARIABLE R-O-W (SEE NOTE 1) WILL BE DETERMINED BY THE ENGINEER. VARIABLE BIC TO BIC (SEE NOTE 1) �E VARIABLE R-O-W (SEE NOTE 5) Q Q Q VARIABLE BIC TO BIC (SEE NOTE 5) MONOLITHIC CURB SEE 5`CONCRETE 2" HOT MIX ASPHALTIC STD. CURB & GUTTER SEE 4'CONCRETE I SEE 5'CONCRETE 6" REINFORCED CONCRETE SEE 4' CONCRETE SIDEWALK DETAIL CONCRETE PAVEMENT I SIDEWALK OETA& I I SIDEWALK DETAIL 28 DAYSTRENGTH=3500 PSI) ( TYPE "0" JOINT SIDEWALK DETAIL 3X SLOPE --. 3Z OPE -- _�• LIMIT OF MEASUREIuIENT-� 2' MIN. 4" HMAC BASE SuBGRAOE <48Y. STANDARD LIMIT OF _12 18" "4 BARS 0 O.C.E.W. 6" COMPACTED STABILIZED SUBGRADE (98% STANDARD OR 5" CRUSHED LIMESTONE 6" COMPACTED STABILIZEQ I FOR ROADWAY EXCAVATION BASE IOU MOD. ASTM-61557) ASTM 0•698 AT A MOISTURE CONTENT BETWEEN MEASUREMENT (MID SLAB) ASTM 0-698 AT A MOISTURE CONTENT BETWEENFOR ROADWAY 0 AND .4X OF OPTIMUM) AND STABILIZATION (LOCAL STREETS) 0 AND -4Z OF OPTIMUM. EXCAVATION & TYPICAL STREET SECTION STABILIZATION. TYPICAL STREET SECTION ASPHALTIC C0A"G'I7I;7'FJ'ATTWs1 TT ,ST4-04 KL'I.bf+0HC.L+'1) 001vC Hl;7LY.4 LLM_L7vy' -s-,T �:-05 In z C) En w a/ i 1 i mdb CITY OF BRYAN The Good Fife, Texas Slple." DRAWN BY: C.L.M. DATE-' 01-01-09 SCALE: N T S APPROVED: W. P. K. FIGURE a u SHEET 1 OF CROSS SLOPE 2'/. MIN. CROSS SLOPE W CROSS SLOPE SIDEWALK 21 to 4X 2X MAX.. T7. MIN. 3 PAVEMENT CURB \ Y \ n \ A La O 8' TYP. NOTE: THIS DOES NOT TAKE INTO ACCOUNT DRAINAGE REQUIREMENTS - BERMS MAY BE REQUIRED OUTSIDE OF THE SIDEWALK. �-"'• ` * v '��' pro e n �luai Sltle�olk � � Pe ly li " w > not Si y ned Street m tx\ �� I PER TAS r r"� STANDARDS NOTES: I. SIDEWALK PLACEMENT SHALL BE IN ACCORDANCE WITH B/CS UNIFIED DESIGN GUIDELINES. 2. FINISH -'LIGHT BROOM FINISH, JOINTS TO BE TOOLED T" DEEP AT AN INTERVAL EQUAL TO THE SIDEWALK WIDTH, EXPANSION JOINTS O 40' O.C.,CONTRACTK)N JOINTS Q 4' O.C. 3. DOWEL IN AND TIE TO ANY CONCRETE STRUCTURE ADJACENT TO SIDEWALK (DRIVEWAY. INLET BOX. CURB, JUNCTION BOX, ETC.) WITH ■3 x 12" BARS o 12" O.C. OR -4 x 12" BARS Q 18" O.C. 4, COMPACTION: COMPACTED SUBGRADE MATERIAL COMPACTED TO A DENSITY AT LEAST 981 OF MAXIMUM DRY DENSITY AS DETERMINED BY PROCTOR COMPACTION TEST ASTM 0698 (STANDARD)AND SHALL BE 0-4X WET OF THE OPTIMUM MOISTURE CONTENT 5. A MINIMUM CLEAR PEDESTRIAN WIDTH AS DEFINED BY TAS AND ADA SHALL BE PROVIDED FOR ENTIRE 'LENGTH OF SIDEWALK. SEAL WITH EXPANSION JOINT MATERIAL SMOOTH DOWEL BAR 1/4" R 1/2 0 X 18", 12" D.C. 3/4" (COATED W/HEAVY GREASE) -� 3'-0" MIN. -5'•0"�vAI 4,. Tz MAX. I RECYCLED MATERIAL, 1/2" -� / - ' �- SEE NOTE 4 THICK J.D.R MANUFACTURED COLOR 3. LONG METAL OR PLASTIC CAP, INSIDE BY . RUSSELL COLOR DIAMETER TO BE 1/NI" GREATER• THAN APPROVED EQUAL DIAMETER OF DOWEL BAR. CAP MUST •3 BARS Q 12'• O.C.E.W. OR 28-DAY CONCRETE BE LONG ENOUGH TO COVER 2"OF -4 BARS Q IS- O.C.E.W. STRENGTH = 3000 psi DOWEL AND HAVE STOP SO END OF (4" THICK MIN.) CAP IS 1" FROM ENO OF BAR. SEE FINISH NOTE SIDEWALK EXPANSION ALONG LOCAL STREETS '�_II°&1tnC�Yh*�tn.,`S? t�.rn�vin�un & CONSTRUCTION JOINT SIDEWALK SLOPE REQUIREMENTS 3•-D' MIN. SW1-00 SAWED FORMED, 6'-O" VARIES TO 3/I6" SEAL WITHH EXPANSION JOINT MATERIAL, MIN.. -E- 2Z MAX. I 3/8" R - 4"x4-x3/16" STRUCTURAL STEEL TUBING SEE NOTE 4 110 ' O.C. MAXIM W O.C. MAXIM ' O.C. 4., •3 BARS O 12" O.C.E.W. OR 28-OAY CONCRETE -4 BARS Q IS- O.C.E.W. STRENGTH - 3000 psi SIDEWALK CONTTRACTION JOINT SEE FINISH NOTE SWEEP SANG ALONG MINOR COLLECTORS " O.C. MIN B" INTO ALL JOINTS AND IARGER 4'4"x3/16" STRUCTURAL STEEL TUBING MAX 24" 4• E x' ITfi" STRUCTURAL 1"xt"x3/16" STRUCTURAL STEEL TUBING CONIC. SIDEWALK ST EL I 3-I/2" SEE CONNECTION DETAIL F `°- 4.. =s' . _.:1 77" E p 6,. v o TR CfIPCTRATED 8'-0"WARES-� 0 TYPICAL PEDESTRIAN _ V2„ aA BOLT , 7 Q ° ' PAVER MATERIAL f •. �- .• 2X MAX. ,., , . ,.....•,. I GUARDRAIL CONII VFC770NDETA t,,. MAX, S LAYING AND LYI G COURSE SEE NOTE 4 SWl-01 ACCEPTABLE SEE NOTE 3 TRAFFIC RATED 28-DAY CONCRETE GENERAL NOTES: PAVER MATERIAL 13 BARS O 12" O.C.E.W. OR STRENGTH= 3000 psi 14 BARS 0 18" O.C.E.W. (4" THICK MIN.) ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION SIDEWALK PAVER SECTION SEE FINISH NOTE SHALL BE ADEQUATELY BLOCK SODDED OR HYDROMULCHED AND WATERED UNTILGROWTHIS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS IS PRESENT. BLOCK SOD WILL BE REQUIRED. BARED AREAS SHALL AMONG MINOR COLLECTORS SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE. APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ENTIRE TIME THAT EARTH HAS .BEEN BARED BY CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH 45 ESTABLISHED AFTER CONSTRUCTION 1S COMPLETE AND THEN REMOVED BY CONTRACTOR. ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RAIN. ® " VARIES T 4' 3• d i GREEN SPACE 41 y op 6. � • o.., . SIDEWALK -.. k S <<^-T C ei xa�; 12-1 'n DETECTABLE WARNING PROPERTY LINE MI - ?s � ** 2y (t0' CURB RADIUS) Ps \ ... •. y .21.5• (20' CURB RADIUS) �. 16.5 t25 CURB RADIUS) E,P • ., p � CROSS SLOPE NOT TO EXCEED >< 2x OR BE LESS THAN IX ON ANY POR9FION OF RAMP OR TRANSITION TO STREET CONCRETE SIDEWALK 4� VARIES t 4' 8' • . SIDEWALK - f"- t J "12 , TATECT ( ^* MAX SURFACE PROPERTY LHIE as � Y ** 23• ttp• CURB RADIUS) \ 3 21.5, t20• CURB RAONSI DST 16.5' t25' C IRB RAD4)SI 1 1 A' .4• -=CROSS SLOPE NOT TO EXCEED 2X OR BE LESS THAN IX ON ANY PORTION OF RAMP OR TRANSITION e TO STREET 5/6' SIDEWALK AMBULATORY 8' SIDEXVALK AMBULATORY RAMP AT STREET INTERSECTION FsW3-00 RAMP AT STREET INTERSECTION *CROSS SLOPE NOT TO EXCEED *CROSS SLOPE NOT TO EXCEED 2x OR BE LESS THAN I/• ON ANY 2Z OR BE LESS THAN 1/. ON ANY PORTION OF RAMP OR TRANSITION PORTK)N OF RAMP OR TRANSITION AND LARGER 3n6- No 01 Annidor Space SWl-02 NEENAH GRATE BOLTED INPLACE OR APPROVED EQUAL _ _ . No. 4 BARS TRENCH GRATE MAY ONLY BE ALLOWED WITH PRIOR APPROVAL FROM THE CITY ENGINEER AND, WHERE THERE IS NO OTHER STORM SEWER SYSTEM AVALABLE. l� i -n SIDEWALK DRAINAGE Sw3-01 TRENCH GRATE *CROSS SLOPE NOT TO EXCEED Zit OR BE LESS THAN Ix ON ANY PORTION OF RAMP OR TRANSITION DETECTABLE WARNING SURFACE r�E c a LANDING a ,#- -E- go::c:¢?::(Xta:4:ts } 4" MAX. c z b:o:TtO;o: b:a0; ANO USUAL 6- MIN. `�_ FACE OF to" MAX. CURB TYPICAL PLACEMENT OF DE FECTABLE WARNING SURFACE ON LANDING AT STREET EDGE SW2-00 c ; o Lond`mq o "-ta Detectable worning surface (Comes to run porollel to pedestrian travel) 4,• Max and Usual je o c @ O•ppdp:Ob:o:ao `Cfd2-0tx�I'SH:otY ide flare (Typical) it q;CF;#.ir:o:44; 771 6" min Face of 10" max curb TYPICAL PLACEMENT OF DETECTABLE GENERAL NOTES FOR DETECTABLE WARNINGS PEDESTRIAN FACILITIES I. CURB RAMPS MUST CONTAIN A DETECTABLE WARNING SURFACE THA GENERAL NOTES CONSISTS OF RAISED TRUNCATED DOMES COMPLYING WITH- SECTION 4.29 OF THE TEXAS ACCESSIBILITY STANDARDS (TAS), THE 1. ALL SLOPES ARE MAXIMUM ALLOWABLE. THE LEAST POSSIBLE SLOPE THAT WILL SURFACE MUST CONTRAST VISUALLY WITH ADJOINING SURFACES, STILL DRAIN PROPERLY SHOULD BE USED. ADJUST CURB RAMP LENGTH OR GRADE INCLUDING SINE FLARES. FURNISH DARK BROWN OR DARK RED OF APPROACH SIDEWALKS AS DIRECTED. DETECTABLE WARNING SURFACE ADJACENT TO UNCOLORED CONCRETE, UNLESS SPECIFIED ELSEWHERE W THE PLANS. 2• LANDINGS SHALL BE A 5• X 5' MINIMUM WITH A MAXIMUM Zit SLOPE IN ANY 2. DETECTABLE WARNING SURFACES MUST BE SLIP RESISTANT AND DIRECTION. NOT ALLOW WATER TO ACCUMULATE. 3. MANEUVERING SPACE AT THE BOTTOM OF CURB RAMPS SHALL BE A MINURIM OF 3. ALIGN TRUNCATED COMES IN THE DIRECTION OF PEDESTRIAN 4' X 4• WHOLLY CONTAINED WITHIN THE CROSSWALK AND WHOLLY OUTSIDE TRAVEL WHEN ENTERING THE STREET. THE PARALLEL VEHICULAR TRAVEL PATH. 4. SHADED AREAS ON SHEETS 3 AND 4 INDICATE THE 4-MAXIMUM ALLOWABLE CROSS SLOPE ON SIDEWALK AND CURB RAMP IS 24 APPROXIMATE LOCATION FOR THE DETECABLE WARNING SURFACE FOR EACH CURB RAMP TYPE. 5. CURB RAMPS WITH RETURNED CURBS MAY BE USED ONLY WHERE PEDESTRIANS 5, DE DETECTABLE WARNING SURFACES SHALL BE A MINIMUM Of 24' IN UM OF WOULD NOT NORMALLY WALK ACROSS THE RAMP, EITHER BECAUSE THE ADJACENT SURFACE IS PLANTING OR OTHER NON -WALKING SURFACE OR BECAUSE THE SIDE pETEC IN THE DIRECTION OF PEDESTRIAN TRAVEL, THE FULL WIDTH OF THE CURB RAMP OR LANDING WHERE THE APPROACH 15 SUBSTANTIALLY OBSTRUCTED. OTHERWISE, PROVIDE FLARED SIDES. PEDESTRIAN ACCESS ROUTE ENTERS THE STREET. 6. ADDITIONAL INFORMATION ON CURB RAMP LOCATION, DESIGN. LIGHT RELECTIVE VALUE 6. DETECTABLE WARNING SURFACES SHALL BE LOCATED SO THAT THE AND TEXTURE MAY BE FOUND IN THE CURRENT EDITION OF THE TEXAS ACCESSIBILITY -EDGE NEAREST THE -CURB LINE IS A -MINIMUM -OF -6'• .AND A STANDARDS (TAS) AND 16 TAC 968.102. MAXIMUM OF V' FROM THE EXTENSION OF THE FACE OF CURB. DETECTABLE WARNING SURFACES MAY BE CURVED ALONG THE 7• TO SERVE AS A PEDESTRIAN REFUGE AREA, THE MEDIAN SHOULD BE A MINIMUM CORNER RADIUS. OF 5' WIDE- MEDIANS SHOULD BE DESIGNED TO PROVIDE ACCESSIBLE PASSAGE OVER OR THROUGH THEM. 7. ACCEPTABLE PAVER MATERIAL SHALL BE CLAY, VITRIFIED POLYMER COMPOSITE, PRECAST POLYMER CONCRETE. 8. CROSSWALK DIMENSIONS. CROSSWALK MARKINGS AND STOP BAR LOCATIONS SHALL BE AND CONCRETE. AS SHOWN ELSEWHERE IN THE PLANS. AT INTERSECTIONS WHERE CROSSWALK MARKINGS ARE NOT REQUIRED. CURB RAMPS SHALL BE ALIGNED WITH THEORETICAL CROSSWALKS, OR AS DIRECTED BY THE ENGINEER. 9. EXISTING FEATURES THAT COMPLY WITH TAS MAY REMAIN IN PLACE UNLESS OTHERWISE SHOWN ON THE PLANS. 10:HANDRALS ARE NOT REQUIRED ON CURB RAMPS. PROVIDE CURB RAMPS WHEREVER ON ACCESSIBLE ROUTE CROSSES (PENETRATES) A CURB. 11.SEPARATE CURB RAMP AND LANDINGS FROM ADJACENT SIDEWALK AND ANY OTHER ELEMENTS WITH PREMOLD OR BOARD JOINT OF 3/4" UNLESS OTHERWISE DIRECTED BY THE ENGINEER. 12. PROVIDE A SMOOTH TRANSITION WHERE THE CURB RAMPS CONNECT TO THE STREET, WARNING SURFACE ON SLOPING RAMP RUN 13. FLARE SLOPE SHALL NOT EXCEED 10Y MEASURED ALONG- CURB LIE. 1^M �4 SVV2-01 ---- GENERAL NOTES !PAVERS) Fr�2" FURNISH DETECTABLE WARNING PAVER UNITS MEETING ALL REOUIREM+NENTS OF ASTM C-936. C-33. LAY IN A TWO BY TWO 5' x 5' -{- 2%1: UNIT BASKET WEAVE PATTERN OR AS DIRECTED. g c LANDING (a Z'Z c .8 a LAY FULL-SIZE UNITS FIRST FOLLOWED BY CLOSURE UNITS CONSISTING OF AT LEAST 25 PERCENT OF A FULL UNIT. CUT DETECTABLE WARNING PAVER UNITS USING A POWER SAW. °OE �'�' 4 0000. 2 LandeHg ° 0 0 0 O r ao a ��� Detectable warns!? NO.3 REBAR AROUND PAVER INSET F� <t Lu Pover with trVnGafed 4-Max dome surface Ma DETECTABLE WARNING P4 VER and used P T DETECTABLEWARMN A R WITH G PAVER T AT SU R C EO DOME SU ACE EXPANSION RFACE �/�� con ivy w ,SIDE FL 1:10 SLOPE O c A ' :: i :::; :.::: ; , A tI de ore E (Typico0 1- MORTAR BED -SHALL CONFORM TO SIDE FLARE APPLICABLE SPECIFICATIONS (TYP) CONTROL ,NOWT PERMISSIBLE Mr N iv TYPICAL) ,x:w 6' W Face of WDTH (TYPICAL) C. (TYPICAL) (TYPICAL) curb of TRUNCATED DG�AMPAI TE" MN. 4" No. 3 REM AT - TYPICAL AlMB TI ATORY RAMP '/ CIIX13 XAMP 18" (MAX,) ON -CENTER BOTH WAYS TOASP�ICAOBNLER5ICIF CATi.1SONFORM } FLARED WINGS DETECTABLE WARNING PAVER SEG"170NA A o � � SW2-02 SW2-03 �...� F, V w h� rO 1+1 r"1 H 2 TO STREET TO STREET / TO STREET ,th �yj Tp�' N N ryy `��� y N y+ +V / y y �// + y + y PROPERTY LINE PROPERTY PROPERTY DETECTABLE WARNI-- LINE i / WAR�TABLE LIN � / DETECTABLE RNING SURFACE N 8' SIDEWALK + y� - SURFACE N'N' " ' +++ y _ SURFACE ' y + R i z b'SIDEWAIK AMp*M2011. 1102 E AMP* 5 SIDEWALK o f:`2�i U; .�*II�� 142 `-t/ SLOPE 3• EXPANSION JT. & 3' EXPANSION JT. & SMOOTH DOWEL BAR. SMOOTH DOWEL BAR, EXPANSION JT. & 1/2" DIA. X 16", WITH CAP 6 1/2" DIA. X 16", WITH 0 BACK OF CURB SMOOTH DOWEL BAR, 1/2"CAP CIA. X I6'•, WITH BACK OF CURB 6' (COATED W HEAVY GREASE) BACK OF CURB 6 (COATECAP D W/HEAVY GREASE) 6' MIN. CAP O 12" O.C. (COATED W>HEAVY GREASE) 8' SIDEWALK AMBULATORY RAMP 6' SIDEWALK AMBULATORY RAMP r' SIDEWALK AMBI TLATORY RAMP AT STREET INTERSECTION & DRIVES AT STREET INTERSECTION & DRIVES AT STREET INTERSECTION & DRIVES SW3-03 SW3-04 SW3-0 CITY OF BRYAN The Good I ik, TCA-,U St1C." DRAWN BY: C.L.M. DATE: 01-01-09 SCALE: N T S APPROVED W. P. K. FIGURE , a w SHEET 1 OF 1 NOTE: GENERAL NOTES: 2 1, VALVE EXTENSION TO BE USED 1. FINELY DIVIDED ]EARTH FREE OF ROCK, LUMPS AND CLODS EXCEEDING 6" �.� 24" X 24" X 6" ONLY WHEN TOP OF GATE VALVE SHALL BE PLACED BY HAND. AND COMPACTED AROUND THE CAST IRON PPE 28-DAY CONCRETE IS DEEPER THAN 5 FEET FROM TO A DEPTH OF 12" OVER THE TOP OF THE PPE BEFORE BACKFILL IS BEGUN FINISHED GRADE STANDARD FIRE GATE V STRENGTH - 2000 psi BY ANY MECHANICAL EOL04ANT. W/VALVE BOX p WTiH ■4 BAR AROUND 2. ALL VALVE OPERATING NUT 2, ALL CONCRETE BLOCKING SHALL BE- 28 DAY CONCRETE STRENGTH - 2000psi. WATER LINE �_•_, _) ALL VALVE BOX. EXTENSIONS ARE TO BE MADE AS REQUIRE + n OF STEEL SIZED AS NOTED 3. ALL THRUST BLOCKING SHALL PROVIDE A MINIMUM OF 2 SQUARE FEET OF AND PAINYEO WiTH TWO cl) BEARING AREA OF CONCRETE ON UNDISTURBED SOIL. OR AS DIRECTED BY COPPERHEAD SNAKEPIT TEST COATS OF METAL PAINT. THE ENGINEER. TEE OR TAPPING SLEEVE 'MIN STATION tLIGHT DUTY) OR 3. EXTENSIONS SHALL E A MINIMUM 4. WATER MAINS WILL NOT BEFULLYPRESSURIZED UNTIL CONCRETE HAS & VALVE AS REOLNRED APPROVED EQUAL OF ONE (i) FOOT LONG. REACHED 7 DAY STRENGTH. AS COPPERHEAD SNAKEPIT TES APPRi1O Ei) QUAQUTY) OR t : A AWWA C900- PRESSURE PPE 14 go.INSULATEO COPPER TRACER WIRE WALL SPLICES MADE USING APPROVED WATER TfnWT CONNECTORS 4, VALVE BOX LIDS LOCATED ON 5. ALL PiPE WILL BE LAID SO AS THE ENTIRE BARRELL WILL HAVE FULL REQUIRED 1 VALVES TO ISOLATE FIRE BEARING ON THE. FINE GRADED TRENCH BOTTOM. BELL HOLES SHALL t SUPPRESSION LINES FROM PUBLIC BE CUT FOR EACH ELL AND FIRE HYDRANT. WATER LIVES SHALL BE AAIPro USA.LL562 LOCKABLE LI). 6. ALL FITTING SHALL BE MECHANICL JOINTS UNLESS OTHERWISE DIRECTED. ANCHOR 90■ E 7. HYDRANTS SHALL BE LOCATED NO CLOSER THAN 3 FEET MEASURED FROM STANDARD FIRE HYDRANT GATE VALVE THE -BACK .OF -CURB TAD .THE FACE -OF .THE STEAMER ON .THE -FIRE .HYDRANT. W/VALVE BOX 3 VALVE BOX PER SPECS WITH BOX VALVE BOX PER SPECS. STANDARD FIRE HYDRAN a EXTENSION AS NEEDED 2" SQUARE AWWA NUT EXTENSION WITH A,- FINISHED GRADE �A + 3 ENTERING COLLAR. TERMINATE 4' TQ 5' .. FROM TOP OF BOX. A BURY LINE AS RED* FIRE HYDRANT LOCATION 2" SQUARE AWWA NUT EXTENSION WITH ! CENTERING COLLAR. REALIGN AS NEEDED TERMINATE 4' TO 5" FROM TOP OF BOX. s' STO. 6" D.I. OR C909 PIPE v SSVALVES 6" MJ ANCHOR STO.GATE VALVE MIITt�i COUPLING W/STAINLESS CON I BETE > n STEEL BOOTS BLOCKING I PEA GRAVEL - FILL . 'b I' 24" X 24" X 6" TO tFT,ABOVE WEEP HOLE 28-DAY CONCRETE PVC OR D.I. PIPE 1 ( STRENGTH . 2000 psi WITH ■4 BAR AROtRND Bi,OCK -AS .DIRECTED. MIN. DIMENSION APPROX. EQUAL TO ONE BAG OF SACKRETE GATE VALVE & BOX Wl- 2" SQUARE x 2" HIGH / OPERATING NUT VALVE OPERATI EXTENSION OUT SQUARE SOCKET 2" OIA INSIDE 21/4" DEPTH TWO 3/8" SET SCREWS ON (1/8" MINWALL EITHER SIDE TO LOCK THE THICKNESS) ARE TOINBE (FLUSH SCREWS OUTSIDE EDGE OF BOTTOM SOCKET. GATE VALVE EXTENSION W1-0I .. .,� TtII)ST BLOCK ALL. VALVE BOX. TEE OR TAPPING BLOCK USING 12"02"x4" SLEEVE & VALVE CHANiCAL JOINTS I PRECAST CONCRETE AS REQUIRED WITH SET SCREW RETAINER GLANDS BLOCK Vff TVA i`�jA - A OR MEGA LUGS 6" X 12" GRADELOK BLOCK AS DIRECTED W/M.J. SPLIT GLANDS (ROTATE TO FINAL GRADE) OPTIONAL STANDARD FIRE HYDRANT ASSEMBLY Tt -02 STAT1pNHtLHAD TOtIiPY)tST V< REFER Tp TECHNICAL SECTION 09 03 12 COAT LID WITH APPROVEDQUAL FOR TRACER WIRE INSTALLATION BLUE ENAMEL PAINT COPPERHEAD SNAKEPIT TEST AST VED(LEQUADUTY) OR GROUND LEvEL� r i METAL DETECTOR TAPE MIN. TYPICAL UTILITY PIPE L 11 1 *TRACER WIRE MUST BE INSTALLED DIRECTLY ABOVE THE PPE AND SHALL BE TAPED TO THE PIPE AT W INTERVALS. UTILITY PIPE LOCATION MATERIALS /_METAL DETECTOR TAPE LOW VOLTAGE DIRECT BURIN. ELECTRICAL WIRE CONNECTOR TYPICAL UTILITY PiPE DEAD END- TRACER WIRE SNAILD I COIt T Y SENCU FUTURE CONNECTIONS W I -03 PIPELINE MEGALUG OR A - NOTES: WARNING SIGN MAIN LINE SETSCREW RETNNER 1. FURNISH AS SHOWN ON PLANS BLACK AND ON ALL VALVE SIGN POSTS. UNOISTUNBEO TEXT �� WAR.NING TO EA. STEE CONSTRUCTED 2•. ROM 20 D -GS DIRT" ENAMEL FINISH. FURNISH ONE 9 24" MIN. RGRMO PPELIIEWARNING AND NE VALVE SIGN .s ti s• CONTACT THE OTY AND ONE POST FOR EACH VALVE- '� yr END OF LINE BEFORE EXCAVATING INSTALLED AND AT OTHER I WATERLINE I CAP/PLUG YELLOW 7 LOCATIONS AS SHOWN ON PLANS, FURNISH SAME NUMBER OF h BACKGROUND 14" REPLACEMENT SIGNS AS FOR EACH OR CROSS i VALV INSTALLED (OMITTING VALVE NUMBER ON VALVE SIGN BLANK) .,.t BEDDING SAND 7, NO. {NOT A SEPARATE PAY ITEM) 3' X 3' X 6' 2" BLACK PRESSURE CONCRETE SLAB A TO BE ADDED AFTER 24- WHITE 10"-� BASIC SiGN HAS BEEN MIN- PLAN VIENr BACKGROUND. PAINTED. MJ PLUG PIPELINE WARNING SIGN UNDISTURBED DiRT COMPACTED SELECT FILL `- VALVE IDENTIFICATION SIGN �S' MEGALUG 4'-p" "N BLUE.. HEAVY DUTY, WING VALVE BOX AND SHAFT EXTENSION PPE CHANNEL POST 4'-0" CAST IRON VALVE BOX COVER 2' X 4' X 6" rm CONCRETE SLAB 2'X 4'X 6" CONCRETE SLAB 4'- 0" NOT GREATER * THAN 4 5■ K F IL AMERICAN FLOW CONTROL TRENCH 6" DIP W/RETAINING GLAND' �P CONCRETE ADAPTER OR ANAPPROVED EQUAL AT BEND AND PLUG. SECTIONA A % e NOTE: DIMENSION FOR CONCRETE VARIES WITH WATERLINE SIZE THRUST BLOCK NOTE RESTRAINED JOINT 5" M. J. ELL PILLED ON COMPACTION WITHIN LIMITS W/THRUST BLOCK UNDISTURBED SOIL INSTALL ANCHOR COUPLING OF ASSEMBLY SHALL BE 95Z AND REDUCER AS REQUIRED END OF LINE BLOCKING STANDARD DENSITY PER IN -LINE BLOW OFF ASSEMBLY ASTM 0698 V'�T3-00 W3-01 NOTES I. EMBED COPPER LINE IN TAMED SAND FROM BRONZE INSECT SCREEN r"-- GALV_ELL UNDISTURBED SOIL TO 6" ABOVE AND ON BOTH W/S.S. HOSE CLAMP 1 I REMOVE AND DISCARD SIDES OF COPPER PIPE. -- GALV.NI�PLE ��/' 1 AFTER USE MJ PLUG 2.PAYMENT FOR BID ITEM OF "AIR RELEASE VALVE" AIR RELEASE/VACUUM i r` VALVE BOX AND SHAFT EXTENSION EXIST. GRADE SHALL INCLUDE ALL MATERIALS. AS SHOWN IN BREAKER VALVE 2" METER BOX WITH I 1 4'-0" CAST IRON VALVE BOX COVER DE7AML, INCLUDING MAIN LiNE TAPPING SADDLE, VALMATIC MODEL 101 t1") CAST RON LID r I SCH. 40 GALV. PPE 1 / �2'X 4' X 6" CONCRETE SLAB 3. PIPE SIZE SHALL BE i" OR 2". OR MODEL 102 (2") OR N 4.SIZE OF LIES AND VALVES MAY BE MODIFIED BY APPROVED EQUAL 1I AFTER BLOW -OFF I1 THE ENGINEER HOT -BOX POLY ROX I INSTALL MALE QUICK AMERICAN FLOW CONTROL MODEL OHIO 0") WITH EXIST. GRADE � CONNECTION & CAP TRENCH ADAPTER TRENCH HEAT OR MODEL PHR2 (2") AN APPROVED WITH HEAT OR APPROVED 4" APPROVED EQUAL EQUAL c sue- BRASS BALL VALVE PIPE MATERIAL _,-MJ TAPPED CAP 4" X 3' X 3' CONCRETE PAD (FOR 1" PRE) P 4" X 5' X 3' CONCRET PAD (FOR 2" PIPE) BRASS THREAD PIPE WATER � IRON PIPE THREAD MAiN COMPRESSION FITTING BRASS ELL J TAPPED GAP AND BALL GATE VALVE CONCRETE&LOCKING TO WATER ! 4- M. J. ELL PLACED ON CEQNCRETEOCKIVG TO TYPE "K" .COPPER TUBING BE IN ACC WITH DETAIL W3 MAN UNDISTURBEO SOIL ICIN ACCC ANCE WITH DETAIL W3-00 xz BRASS APPLE 4" END OF LINE TAPPING SADDLE W/ �/ CORPORATION STOP. 2"BLOW-OFF RISER BLOW -OFF AIR RELEASE VALVE & VACUUM CHECK VALVE Nt73-02 W3-03 W3-04 NOTE:USE POLYETHYLENE WRAP .OR EQUAL BETWEEN CONCRETE & PLUG TO PREVENT CONCRETE FROM STICKING TO PLUG. d t] TEE SCHEDULE ti) ca THRUST umu G U t A UU VOLUME Ic TJ 4.6.51 5.1 t. 0.3 10 i 11.3 11,513.5 0.6 TEE THRUST BLOCK THRUST BLOCK NOTES: 1. ALL CALCULATIONS ARE BASED ON INTERNAL PRESSURE OF 200p�FOR 24•' AND SMALLER INNER DIAMETER PIPE. 2. ALL BEARING SURFACES OF THRUST BLOCKS SHALL BE PLACED AGAINST UNDISTURBED EARTH OR ROCK. 3..CONCRRETE :FOR :BLOCKING SHALL'' BE 2000 psi, 4, DIIENS10N5 MAY E VARIED AS 'REQUIRED BY FIELD WHERE AND AS DIRECTED BY THE ENGINEER, THE VOLUME OF CONCRETE BLOCKING SHALL NOT BE LESS THAN SHOWN HERE, 5. WATER MAIN SHALL NOT BE PRESSURIZED UNTIL ALL CONCRETE BLOCKING HAS REACHED 1500psi. THRUST BLOCK DETAILS v-POUR CONCRETE AGAINST CONCRETE SHALL NOT mNv gTttRBFn FARTH EXTEND BEYOND JOINTS --- SEND SIZE A 8 C E G VOLUME aU UU UU UU U t tell 6' 8" 5.0 1.5 1.5 0.9 2.7 - 0.4 go. 10.12' 6.5 2.5 1.5 1.2 4.D 1.0 450 6 8" 2-0 2.0 1.5 0.9 1.5 0.2 012'• 3.5 2.5 1.5 1.2 2.2 0.5 6.8" i.5 1.5 1.5 0.9 0.8 0.1 22.50 10.12' 2.0 2.511.5 1.2 1..1 0.3 6.8" LO 1.5 1.5 0.9 0.4 0.1 11.25■ 10.12' 1,5 1.5 L5 t.2 NOTES: BRASS CURB STOP z 1. NO SPLICES IN COPPER TUBING WILL BE ALLOWED 4. MATERIAL USED SHALL 8E AS SPECIFIED OR AN WITH PLUG (REF) OR SINGLEESERV E OR SADDLE AND THESERVICECURB APPROVED EQUAL. r 5. ALL CONNECTIONS TO BE COMPRESSION TYPE. SADDLE AND THE WYE FOR DOUBLE SERVICE. � 6. ALL SERVICE WYES & EXTENSIONS ARE TO BE 2, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR INSTALLED WITH THE MAIN LINE CONSTRUCTION, _ _ _ _ 4- MIN,- _ - _ TO PRESSURE TEST LINE IMMEOIATELY AFTER THE STREET CROSSINGS HAVE BEEN INSTALLED. 7. METERS AND VALVE BOXES SMALL BE PLACED BY THE 3. MARK EACH SERVICE END WITH METAL -T'" POST CITY UPON PAYMENT OF FEE. PAINTED BLUE. 8.LOT CORNERS SHALL BE MARKED WITH A LATH UNDER IIIEWA A 3 THE SUPERVISION F A RPLS UPON COMPLETION OF CONSTRUCTION. DOUBLESERVICE ONC. CURB & GUTTER ///\ /i \\ !t \\ 2' MIN.-3' MAX. **SEE TECHNICAL SECTION 33 12 13 BALL VALVE -PAD-2' MIN. FOR MATERIAL REQUIREMENTS WITH PLUG (2 FOR ) 4' MIN, <14 APPROVED SERVICE SADDLES AYPE 'W' COPPER TUBING FOR DUCTILE AND PVC. OR TAPPED TEE FOR DOUBLE SERVICE) X t" BRASS WYE CORP STOP I (I FOR DOUBLE SERV,) 1" TYPE K COPPER TUBING (SINGLE SERVICE) t-V2" TYPE K COPPER TUBING (DOUBLE SERVICE) 1-1/2" CUT-OFF BEFORE WYE WATER LINE (SEE NOTE 1) NEW WATER SERVICE (SHORT :/L•VD LO)VC Sll.) ) 1 V2-01 -WATER STRUCTURAL SACKFILL AREA INCLUDES . PIPE ALL PAVED AREAS tSINEWALKS. STREETS. ALLEYS. ORiVEWAYS,AND PARKING AREAS) AND SHALL EXTEND 5'BEYOND THE CURB LIE. STRUCTURAL BACKFILL SHALL BE CEMENT STABILIZED (OPTION NO.2 IN W4-03) OR EXCAVATED SOIL COMPACTED TO 98V. MAXIMUM DRY DENSITY AS PER ASTM 0698 T WITHIN OPTIMUM TO •4X WET OF OPTIMUM (OPTION NO. 1IN W4-02) PIPE JOINT TYPICAL HORIZONTAL THRUST BLOCK N-V2-00 STRUCTURAL BACKFILL AREA NOTE* 1. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING SEE CITY STANDARD SPECIFICATION FOR WATER AND SEWER LINE CONSTRUCTION 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. 3. DRY BORING PREFERREO,WET BORING ALLOWED ONLY WHEN APPROVED BY THE CITY ENGINEER. 4. PIPE CROSSING A ROADWAY SHALL BE INSTALLED ABOVE THE MAIN IT TIES INTO 1MAtiM A BEND SUCH THAT THE CARRIER PIPE CAN BE PULLED ABOVE THE PARALLEL EE SLE 2'-0" IAN. ENCASEMENT 2'-0" MIN. OPEN CUT OPEN CUT WATER LINE LIMIT WIDTH OF PAVEMENT LIMIT GATE VALVE 37-0" MIN. SIDEWALK MAY. BE OPENO BY CUT DDIRECTED STEEL,CASING THE ENGINEER AS RQUIRED CARRIER PIPE TYPICAL URBAN CITY STREET CROSSING ORIGINAL GROUND IN FUTURE STREET W2-02 NEAREST BELL - JOINT (TYP. EA. ENO) J TrP-�I 4E- '� a. a t MR. CARRIER PIPE CASING SPACER i-PC. PULL -ON WATER TIGHT -NEOPRENE ENO SEAL W/ SiN. STL. CLAMPS "APS- OR "PSI" NOTE:- CASING SPACERS BAND CLAMP 4-RUNNER MN. (THRU 24'OIA AT SPRiNGLINE CASING) OR 6-RULER 1MN. t24"-42" OIA. CASING) STAINLESS PROVIDE 4 STL. TYPE304: 8'" WIDE BAND BURS Ai W/ POLYMER RUNNERS: CENTERED ■J� BOTTOM 4 4mll OR NON -CENTERED: CLEAR BELL, RESTRAINED FROM FLOTATION: iNSiAATEO: "APS. INC., MOD SS18" OR "CASCADE" STEEL CASING ADJUSTABLE TOP RUNNERS TO MAINTAIN t° MAX HR. MAX STEEL CASING 8" WINE BAND STAINLESS STEEL (TYPE 304) NEOPRENE INSULATION SLEEVE BETWEEN PPE AND BAND q.YMER RUNNER tTYP) r , CASING DETAIL 1 W2-03 r � NOTE: VALVE 1. FOR MORE INFORMATION ON WATER AND SEWER LINE' CROSSING SEE CITY ATE VALVE ,VE BOX STAtDARp SPECIf1CATtON FOR WATER AND SEWER LINE CONSTRUCTION r /VALVE BOX 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. 3. DRY IrOS 15 REQUIRED-4.. PIPE CBOSSING A ROADWAY SHALL E 9NSTN:LfOpAggOVETHE.MAINITTESINTOWITHA BENDSUCH THAT TIEGABBERPIPE CAN 8E PULLED ABOVE THE PARALLEL MAIN.rAPPING�.�REVS OR TAPPING ENCASEMENT SL UL SHODER VARIES A5 WATER LINE 5'•0" WIDTH OF PAVEMENT 5'•0" MIN. MIN. GATE VALVE 3'-0" BELOW pITGH FLOW LINE. PIPE STEEL CASING-1CARRIER TYPICAL RURAL STREET CROSSING 19MMI1W QA SELECT MATERIAL MATERIAL -EXCAVATED FROM THE DITCH. 6WHK:H IS FREE OF ROCKS, LUMPS, CLODS. OR DEBRIS LARGER THAN TWO 42) ORIGINAL GROUND OR INCHES IN THE LARGEST DIMENSION), COMPACTED TO A BOTTOM OF SUB -GRADE PLACE METAL DETECTOR MINIMUM OF 90X OF MAXIMUM DENSITY AS DETERMINED BY IN FUTURE STREET AREA PLACE METAL DETECTOR TAPE AT A MINIMUM OF 24- AREA ASTM 0698 (STANDARD) AT A MOISTURE CONTENT WITHINTAPE AT A MINIMUM OF 24' OPTIMUM TO •4/, OF OPTIMUM UNDER NON-STRUCTURAL ABOVE TOP OF PiPE ABOVE TOP OF PIPE AREAS Cie ... YARDS, PASTURES. ]EASEMENTS) AND TO A MINIMUM OF 98Z OF MAXIMUM DENSITY AS DETERMINED BY ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN QA SELECT MATERIAL OPTIMUM TM •4X OPTIMUM UNDER NEW STREET ANT PAVE{NT AR AS. ® SELECT MATERIAL 1 _ (K)CEMENT STABILIZED SAND ((MANUALLY GRANULAR MATERIAL B (MANUALLY �j CONSOLIDATES MATERIAL- SHALL- BE BANK RUN RIVER- SAND WHICH IS FREECONSOLIDATE AT OPTIMUMOF DETRIMENTAL QUANTITIES OF CLAY, DEBRLS, OR ORGANIC l AT OPTIMUM MOISTURE) MATERIAL AND WHICH. WHEN TESTED BY STANDARD MOISTURE) LABORATORY METHODS. MEET THE FOLLOWING REOIJIREM ENTS: 4„ MAXIMUM UOUID LIMIT 45 UNDISTURBED SOIL MAXIMUM( PLASTICITY INDEX 15 UNDISTURBED SOIL PPE MAXIMUM PERCENT PASSING NO.200 SIEVE 35 PPE O.D. MINIMUM PERCENT PASSING 3/4" SIEVE 100 0.0- THE MATERIAL SHALL BE FREE FLOWING AND WHEN WET.SHALL 6" MIN./12" MAX. NOT ADHERE TO FORM A BALL WHEN PRESSED IN THE HAND. 6" MIN_/12" MAX. OPTIONNO, 1 © CEMENT STABILIZED SAND 061YONNO. 2 BEDDING AND TRENCH FOR DI PIPE & PVC PIPE WITHIN NON-STRUCTURAL OR NEW PAVED AREAS 4-01 NOTES: 1. FOR BEDDING AND TRENCHING WITHIN ALL PAVED AREAS SEE DETAILS FOR OPEN CUT STREETS. 2. ALL EACCORDANCE WITHTION ANSIS /AWW STANDARDOF PVC PIPE S EIN FOR PVC PIPE. 3. ALL BEDDING & INSTALLATION OF DUCTILE IRON PIPE SHALL BE IN ACCORDANCE WITH ANSI/AWWA C150/A21.50 4. COMPACTION SHALL :BE ATTAINED BY .MECHANICAL 5, PRESENCE RELATIVE COMPACTION CULT ENGINEER.(ESTEO IN THE 6. OUST RESULTING FROM THE CONTRACTOR'S PERFORMANCE OF THE WORK. EITHER INSIDE OR OUTSIDE THE RIGHT-OF-WAY. SHALL BE CONTROLLED BY THE CONTRACTOR. 7. ALL TRENCHES SHALL BE BACK FILLED AND TEMPORARY PAVING QR PLAiiNG:PLACED AT THE £ND .OF EACH WORKING DAY. S. SEE "OPEN CUT DETAILS" ST4 -00. ST4 -01 & ST4.02. 9.EVERY 100 FEET PROVIDE A WATER STOP BLOCK COMPOSED OF CEMENT SAND OR NATIVE MATERIAL DEPENDING ON EMBEDMENT. BLOCK SHALL BE 6 FEET IN LENGTH. NO BEDDING SAND IN THIS AREA GENERAL NOTES: ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEQUATELY BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL GROWTH IS ESTABLISHED. iN DEVELOPED AREAS WHERE GRASS IS PRESENT, BLOCK SOD WILL BE REQUIRED. BARED AREAS SHALL BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE. APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR. ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RAIN. ESTABLISH4MENT .OF .VEGETATION .MAY _BE -A .WARRANTY .ITEM, CITY OF BRYAN 771e Good Life, Texas Style:` 4-02 DRAWN BY: C.L.M. DATE 01-01-09 SCALE- N T S APPROVED: W.P.K. FIGURE: SHEET 1 OF 1 NOTE: MANHOLE BASE SHALL BE PLACED ON FiRM SUBGRAOE. ADDITION OF CEMENT STABILIZED SAND OR GRAVEL MAY BE REQUIRED TO STABILIZE FOUNDATION. SECTIONA -A -STANDARD CLEANOUT STANDARD CROSS VARIES NOTES: 1. A MAX. OF 4 AND A MIN. OF 2 THROAT RINGS 4. MANHOLE LOCATION AND COMPACTION AS FOLLOWS: SHALL BE USED AT EACH MANHOLE IN NEW LOCATI COMPACTION REOL4REMENT OR EXISTING RIGHT-OF-WAY. PAVEMENT - - - - - - - - 98 X STANDARD PROCTOR - ASTM 0 698 2. USE ADEKA SEALANT OR- ADJUSTMENT EQUAL LANDSCAPE AREA--- 90 Z STANDARD PROCTOR - ASTM D 698 BETWEEN RING/COVER, AD,)USi1w1ENT RINGS AND CHIMNEY OR CORBEL/CONE SECTION. 5, NO RINGS ARE REQUIRED OUTSIDE OF 3. MANHOLE BASE THICKNESS AND FOUNDATION STREET RIGHT-OF-WAY AS FOLLOWS: 6. IN FLOODPLAINS OR AREAS OF CONCENTRATED MANHOLE DEPTH (FT.) BASE THICKNESS FLOW, THE CONE SHALL EXTEND 1 FOOT ABOVE THE BASE FLOOD ELEVATION OR A BOLT DOWN 0 - t2 _ _ _ _ _ _ _ _ _ _ • 8" WATER -TIGHT RING AND COVER SHALL BE USED, 12 AND OVER _ _ _ - - - - - - 12" VENTED WHERE REQUIRED. 7. WARNING SIGN ONLY To BE PLACED WHERE SEWER CROSSES OPEN FIELDS. STO.DUCTLE IRON MANHOLE COVE AND FRAME (30" CIA. OPENING) OR EOUAL 12" MAX- SEE NOTE I „ -'` SEE NOTE L MANHOLE DIA. MAIN SIZE 4 FT (i8in. 5 FT 118in. (301:. 6 FT Min. SEE NOTE 7. SEWER SKIN w__ MANHOLE SIGN '"- (SEE DETAIL S3-0) UP LARGER 210" 2'-6" PRECAST REINFORCED 2'-6" CLASS "A CONC. CONC.MANHO.E SECT. " VARIES 3000 PSI IN 28 DAYS ASTM DES. C-478 VARIES BACK FILL AROUND MH SHALL DUTY, HEAVY - VARIES (SEE TABLE) BE AS PER NOTE 4. WING CHANNEL NNEL POST VARIES PLUG g" , 5•' MINT., (SEE TABLE) .' RUBBER -GASKET JOINTS �� dT INSDEpAT ALL JOINTS 9 ''-INVERT - 3/4 DIAMETER OF PIPE PLUG TO 24" 24" AND n 6" MIN. T STANDARD CROSS 4 3" 2'-0 SHALL BE FULL DEPTH INVERTS. vARRs fi 3„ o • �� BASE A ;. vAs A WATERSTOP-PIPECONX •4 BARS ANT 1a 90-. AND MANHOLE ADAPTER SEAL. -4 BARS, 8" O.C.E.W. 90` AND /YR S 90•. BEND OR APPROVED EQUAL. WATERSTOP-PIPECONX )� 6" MIN TIED TO WALL AND BASE. (2 REDID) NOTE: DEPTHS GREATER THAN 12 MANHOLE ADAPTER SEAL, SEE BASE:�t.:: �, •:.� • , e . ; • WILL REQUIRE 2 MATS OF OR APPROVED EQUAL. •4 BARS. 8" O.C.E.W. REINFORCING STEEL IN THE (2 RE013) NOTE= DEPTHS GREATER THAN t2' NOTE FOUNOATIO / ////�/��` / BASE. WILL REOUIRE 2 MATS OF REINFORCING STEEL IN THE BASE. -4 BARS. 8" O.C.E.W. -- DEPTHS WATERSTOP-PIPECONX CASTIXPIACTMANHOLE PRE-GAST�tIANHOLI, MANHOLE ADAPTER SEAL. ' � r GREATER THIN 12 FEET WILL REQUIRE OR APPROVED EQUAL. 2. MATS OF REINFORCING STEEL IN- THE (2 EQ' R0) BASE STANDARD DROP MANHOLE STANDARD MANHOLE NOTE: CAP CLEAN -OUT AT BLIND FLANGE ON -RESTRAINED JOINT FOR FORCE "MAINS. S I -f02 PVC CROSS NOTES: PVC PLUG WITH HALF MOON( 1. r DIA. "STARTER" HOLES SHALL. BE. DRILLED THROUGH WALL. OF C14ST•IN=PLACE MH PPE 0.0. EXISTING MANHOLE SPACED 3" APART CENTER TO CENTER. CUT OUT OF ii - TO FORM REMOVE INVERT AS REQUIRED SEE DETAIL tSTO) FOR CAM HALF THE PIPE DIA. -4" AND NEW INVERT FOR NEW AFTER "STARTER" HOLES HAVE BEEN INSTALLED AND APPROVED CONSTRUCTION OF MH PERPHIERAL LINE. NEW INVERT SHALL BY A CITY INSPECTOR, THE CONTRACTOR SHALL BEGIN REMOVING "STHE CONCRETE INSIDE THE PERIPHERAL "STARTER" HOLES. TARTER" HOLES HAVE SMOOTH TRANSITION ME NOTE t.) INTO EXITING INVERT. REWORK CONCRETE SHALL 8E REMOVED WITH PNEUMATIC NAND TOOLS. PvC PPE ONE SIZE EXISTING INVERT AS :REQUIRED. 2, THE NUMBER OF REBAR DOWELS SHALL VARY WITH SIZE OF GROUT Y SMALLER THAN OPENING. REBAR SHALL NOT BE SPACED MORE THAN 12" CC. PPE INLET 3. WATERSTOP SHALL BE INSTALLED IN STRICT ACCORDANCE WITH I.3/4" STAINLESS GA OPENING CREATION DETAIL NQpNN-5HIRINK MANUFACTURERS REQUIREMENTS. SEE H;AN IXH P((t>F� P PFE ' STEEL BANDS GROUT sPHZE, TYPE ANp(vLEv t tTYP) 4. CONCRETE SHALL BE 3.000 P.S.I. 5/8- STAINLESS STEEL 45° ELBOW SYNKO-FLEX PREFORMED BOLTS W/ EXPANSION) (TURN W/FLOW CONCRETE r-0 PLASTIC ADHESIVE ANCHORS S G ROUT tN 'PLACE)-WATERSTOP, OR APPROVED (TYPO •3 REBAR tt4" LONG) EMBED AND EQUAL, (SEE NOTE 3.) DDE EPDXYED INTO MANHOLE WATERSTOP - PPECONX SET ELEVATIONEO1AA1 TO 1 WALL 3". (SEE NOTE 2.) MANHOLE ADAPTER TOP OF LARGEST PIPE IN �E txt PROFILE FHFH TINE t PP SEAL. EQUAL. L. (2 ROR REE00 APPROVED TYPE ANp NV ELEv t CONNECTION DETAIL SECTION VIEW CHANNEL FD IN CBASE 1"MANHOLE -CONNECTION DETAIL B-] ORMIEtNNC. INSIDE DROP MANHOLE si-011 a STANDARD MANHOLE TIE-IN NOTE: t. WHERE DOUBLE WYE SERVICE ELEVATION IS LESS THAN 2'-7" BELOW PROPOSED BACK•. OF CURB, MIN. SLAB ELEV. MtUST BE SET TO ALLOW SANITARY SEWER SERVICE. 2. MAR)( EACH SERVICE END WITH METAL. -T- POST PAINTED GREEN_ 3.ALL SERVICE-CONNECTIONNS WITHIN .THE :R•:O-W SHALL -BE ASTM .03034 SOR26 WITH -GASKETS. 4. ALL SERVICE CONNECTIONS & EXTENSIONS ARE TO BE INSTALLED WITH THE MAIN LINE CONSTRUCTION. 5. A CLEAN OUT IS REQUIRED AND WILL BE INSTALLED BY THE PLUMBER AT THE ROW FOR EACH SERVICE. 6. CQNTISTRUCp SHALL BE MARKED WITH A LATH UNDER THE SUPERVISION OF A RPLS UPON COMPLETION OF SIDEWALK 1 3.5`MAX. (SEE NOTE 1.) I. t 2:0' 2' PVC (SEE NOTE 3) STO.45°PVC BEND WATER LINE (MIN. W BURY) D DESIRABLE CURB It GUTTER /ASTM 03034 SDR26 PIPE STD. PVC COUPLING W/GASKETS 01.OZ MIN. (PPE IS NOT TO BE PLACED HORIZONTALLY) PROFILE SEWER SERVICE LINE CROSSING INVERT /1"N CONNECTION DETAIL SECTION VIEW S1-03 c... c..mv.. NEAREST BELL (SEE M mwc I rr (SEE CAP NOTE 3I JOINT (TYP. a.� 2.0' r EA. END) PvC WYE WITH cc PVC CAP W (SEE NOTE 3) 1 Rig a� - - 8- TYP-3 art•- - T IA/, CLR. STEEL CASING 13 CARRIER PIPE CASING SPACER a I -PC. PULL -ON WATER -r TIGHT NEOPRENE END ADJUSTABLE TOP RUNNERS SEAL W/ STN. STL. TO MAINTAiIN r MAX CLR. PLAV CLAMPS "APS" OR PSr wa (TYPICAL) SEE NOTE 5 NOTE: CASING SPACERS BAND CLAMP STEEL CASING 4440"R MN. (THRU 24' OIA AT SPRWGLINE 8" WIDE BAND STAINLESS SIDEWALK CASING) OR 6-RUNNIER MIDI. STEEL (TYPE 304) (24"-42" DW.CASNG)STAINLESS PROVIE 4 / \ I STL. TYPE304H 8- WOE BAD RUNNERS AT NEOPRENE INSULATION SLEEVE / W/ .P.OLYMER . RS:.CENTERED ♦S" BETWEEN -PIPE AND -BAND ' .NOWCENTERED::CL£AR :BELL. BOTTOM H�1 3.5' MAX. OR AS DESIGNED RESTRA WD FROM FLOTATION. POLYMER RUNNER (TYP) "MPS, INC., MOD Ssts" (SEE NOTE L) OR "CASCADE" ORINS-CASCADE- CASING DETAIL S3-0I PVC (SEE NOTE M-7 TEE WYE SERVICE FITTING (SEWER WYE AND V8 BEND) EWER LINE NOTES_ 1. FURNISH AS SHOWN ON PLANS AND/OR AT EACH MANHOLE WHERE BLACK SEWER LIE CROSSES OPEN. FIELDS TEXT -� W AR N I N 2' FROM 20 GA. CONSTRUCTED BAKED ON 10" ENAMEL FINISH. FURNISH ONE UNDERGROUND SEINER ONE -SIGN -AND ONE .POST CONTACT THE CITY FOR EACH MANHOLE INSTALLED BEFORE EXCAVATING ACROSS OPEN FIELD AND AT OTHER YELLOW LOCATIONS AS SHOWN ON PLANS. BACKGROU FURNISH SAME NUMBER OF t4" REPLACEMENT SIGNS AS FOR EACH rg. Creeki INSTALLED (OMITTING MANHOLE MANHO E NUMBER ON MANHOLE SIGN) VAIN (NOT A SEPARATE PAY ITEM) 7" NO 5" NON- S Y o • ' MATERIAL N 2" BLACK PRESSURE SENSITIVE NUMBERS 3 BARS Q 18'• 1 TO BE ADDED AFTER 6 WHITE K)"T BASIC SIGN HAS BEEN BACKGROUND. PANTED. SEWER LINE W/ CASING TYPICAL CONCRETE SEWER WARNING AND MANHOLE. IDENTIFICATION SIGN 53-0 2'-0" MIN. MACHINE BORING 2'-0- MIN. OPEN CUT tTU1N<NELING) OPEN CUT LIMIT LIMIT WIDTH OF PAVEMENT 31-0" MIN. SIDEWALK MAY BE OPEN CUT OR BORED AS .DIRECTED BY STEEL CASING THE ENGINEER AS REQUIRED CARRIER PPE NOTE: 1. FOR MORE INFORMATION ON WATER AND SEWER. LINE CROSSING SEE CITY STANDARD SPECIFICATION FOR WATER AND SEWER LINE CONSTRUCTION, 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. _3..DRY .BORING .PtREFERRED..WET :BORING .ALLOWED ONLY VH EN APPROVED BY THE CITY ENGINEER. TYPICAL URBAN CITY STREET CROSSING T SHOULDER SHOULDER VARIES VARIES 5'-0" WIDTH OF PAVEMENT 5'-0" MIN. MIN. 3•-0" 8ELOW DITCH FLOW LINE. STEEL CASING CER PIPE ARRI NOTE: 1. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING SEE CITY STANDARD SPECIFICATION FOR WATER AND SEWER LINE CONSTRUCTION. 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. 3. DRY BORING IS REQUIRED. TYPICAL RURAL STREET CROSSING 4" PVC EXTENSION NOTE: WIPVC CAP (SEE NOTE 3) 1. WHERE DOUBLE WYE SERVICE 2'0' ELEVATION IS LESS THAN 2'-7" PVC WYE WITH BELOW PROPOSED BACK OF PVC CAPi ��., CURB, MAN. SLAB ELEV. MUST (SEE NOTE 3) C- ow BE SET TO ALLOW SANITARY I SEWER SERVICE. 0. A 2. MARK EACH SERVICE,END WITH METAL -T- )POST PAINTED GREEN. 3. ALL MATERIAL SHALL BE ASTM 3 IO 03034 SDR26 W/ GASKETS 4. A CLEAN OUT IS REQUIRED AND WILL BE INSTALLED BY THE PLUMBER AT THE ROW FOR EACH SERVICE. STO.45° STACK - VARIES IN HEN TEE WYE SERVICE FITTING (SEWER WYE AN] 1/8' BEND) SEE NOTE 4 PLAN R-O-W-OR EDGE OF E - VARIES 3.5' MAX. I (SEE NOTE 1.) PVC (SEE NOTE 3) I (MIN :1Z SLt3PE) STD,450 BEND SEE NOTE R-O-W OR EDGE OF VARIES 3.5' MAX. (SEE NOTE 1.4) PVC (SEE NOTE tMNN. tX SLOPE) SEE NOTE 4 TEE WYE SERVICE FITTING SSEWER TEE) STANDARD CONATECTIOiV PROFILE SANI rARY SEWER SERVICE CONNECTION S2-00 NOTES: 1. EACH PIER SHALL BE COMPLETED IN A SINGLE CONTINUOUS POUR. 2. CHAMFEREDGES3/4-, 3. CONTRACTOR SHALL CONSTRUCT CONCRETE PIER TO A MINIMUM DEPTH OF W OR TO A'..DEPTH WHERE A GOOD BEARING SOIL IS ENCOUNTERED. 4. ALL SHAFTS SHALL BE BORED VERTICALLY PLUMS WITHIN 2" TOLERANCE. 5. ALL INFORMATION SHOWN IS CITY MINIMUM. ALL PIERS SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER. PIER OIA, AS SHOWN a ON:PLANS D G G SECTIONA A # 4. BAR HOOPS. 12" O.C. 3" CLEARANCE MWNINMUM PIER DIAMETER VERTICAL STEEL #5 BARB 16., 8 24- 12 26" 14 30" 16 42" 24 PLAN GENERAL NOTES: METER 80X OR STANDARD� CLEAN -our BOOT BY AREAS WHERE EXISTING VEGETATION AND CRASS COVER HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEQUATELY BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL GROWTH. IS. ESTABLiSOIED.. IN DEVELOPED AREAS WHERE c GRASS IS PRESENT, BLOCK SOD WILL BE REOUIRED. BARED AREAS SHALL BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE. APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ENTIRE TIME THAT EARTH HAS BEEN SARED.BY-CONSTRUCTION .AbID SHALL STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR. 6!, CLEAN tH)T STACK ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER DIP OR PVC \-FOR EARTH, SEE BEOOtG EVERY. RAIN. AND TRENCH DETAIL ESTABLISHMENT OF VEGETATION MAY BE A WARRANTY ITEM. ;T STRUCTURAL BACKFILL AREA INCLUDES ALL PAVED AREAS (SIDEWALKS. STREETS. ALLEYS, \\� K TAD SHALL F�E EXEND5'BEYOND THE CURB LOC.STRUCTRAL CEMENT STAB9IZE0 FOR BACKFILL SHALL BE CEMENT STABILIZED (OPTION SAND AS SHOWN. NO. 2 IN S2.02) OR EXCAVATED SON. COMPACTED B/C j 5' NOT LESS THAN 3" TO 98Z MAXIMUM DRY DENSITY AS PER ASTM 0698 WITHIN OPTIMUM TO -4Z WET OF OPTIMUM V, 1 tOPT10N -NO. 1 IN -S2-02) t PAVEMENT AREAS 45° BEND 7 7717B/C •Sf(JEWALK STANDARD CUIAN 5' OUT FA OR. MAIN. I,I11IE STRUCTURAL BACKFILL AREA 52-01 S2-03 ® SELECT NATIVE MATERIAL ORIGINAL GROUND IN MATERIAL EXCAVATED FROM THE DITCH, (WHICH IS FREE OF %FUTURE STREET AREA ROCKS, LUMPS, CLODS. OR DEBRIS LARGER THAN TWO (2) INCHES IN THE LARGEST DIMENSION), COMPACTED TO A MINIMUM OF 907 OF MAXIMUM DENSITY AS DETERMINED BY -rr -.: y -_ ., Kam" � � : ( SELECT MATERIAL ASTM 0698 (STANDARD) AT A MOISTURE CONTENT WITHIN OPTIMUM TO -4Z OF OPTIMUM UNDER NON-STRUCTURAL �- ® SELECT MATERIAL ©CEMENT STABILIZED AREAS (ie...YARp$, PASTURES, EASEMENTS) AND TO A 12" MIN. SAiD MINIMUM OF 987 OF .MAXIMUM DENSITY AS DETERMINED ®(MANUALLY 12" MIN 8Y ASTM D69$ (STANDARD) A7 A MOISTURE CONTENT WITHIN G%, B MMANUALLY OPTIMUM TO -4Z OF OPTIMUM UNDER NEW STREET AND ATNOPTIMUM % CONSOLIDATE PAVEMENT ALAS. MOISTURE) AT OPTIMUM 6" BELOW MOISTURE) GRANULAR MATERIAL- PPE. BELL 6" BELOW MATERIAL SHALL BE BANK RUN RIVER SAND WHICH IS FREE 0 0 f j UNDISTURBED SON. � BELL OF DETRIMENTAL OUANTITIES OF CLAY, DEBRIS, OR ORGANIC PIPE IE- �� UNDISTURBED SON. MATERIAL AND WHICH. WHEN TESTED BY STANDARD 0.0 PPE LABORATORY METHODS. MEET THE FOLLOWING REO]UNREMIENTS PLACE METAL DETECTOR 0 D. MAXIMUM LIQUID LIMIT 45 6" 'MIN./t2" MAX. TAPE AT A MINIMUM OF 24" 6" MIN:/12" MAX. MAXIMUM PLASTICITY INDEX 15 ABOVE TOP OF PIPE MAXIMUM PERCENT PASSING NO.200 SIEVE 35 MINIMUM PERCENT PASSING 3/4" SIEVE 100 THE. MATERIAL SHALL BE. FREE FLOWING AND WHEN WET. SHALL OTHONNO. 1 OP770AT NO. 2 NOT ADHERE TO FORM A BALL WHEN -PRESSED IN THE HAND. © CEMENT STABILIZED SAND 4":WIDE .X 3/&' THICK STAINLESS STEEL STRAP (PRIMED & PANTED) FORDO TO PERMIT SNUG TIGHTENING OF PIPE TO PIER (2 REQD. PER PIER) DUCTILE IRON PIPE WRAP WITH ONE r x 18" GALVANIZED STEEL LAYER OF TAR PAPER ANCHOR BOLT SECRED TO TO PREVENT BONDING i VERTICAL REINFORCING STEEL A 4 A Z F 40 ¢ CC VERTICAL STEEL AS PER TABLE u CL tw-r V `- #4 BAR HOOPS..12" O.L'. 'o a cT �O to POUR CONIC. AGAINST � UNDISTURBED EARTH INTO HOLE TYPICAL CONCRETE DRILLED PIER FUR AERIAL SEWER K&E-D"DING AND TRENCH FOR DI PIPE & PVC PIPE 2" E51inm] LETTERING LETTERING STYLE: 60OKMAN OLD STYLE NOTES: 1. FOR BEDDING AND TRENCHING WrTHW ALL PAVED AREAS. SEE DETAILS FOR OPEN CUT STREETS. 2. ALL BEDDING & INSTALLATION OF PVC PPE SHALL BE IN ACCORDANCE TO ANSVAWWA STANDARDS FOR PVC PIPE. 3. ALL BEDDING & INSTALLATION OF DUCTILE IRON PPE SHALL BE IN ACCORDANCE TO ANSI/AWWA C150/A21.50. 4. COMPACTION ON SHALL BE ATTAINED BY MECHANICAL TAMPING. . 5. ALL TRENCHES SHALL SE BACK FILLED AND TEMPORARY PAVING OR PLANKING PLACED AT THE ENO OF EACH WORKING DAY. 6. SEE "OPEN CUT DETAILS" ST4.00, ST4-01, & ST4-02. S2-02 [25rmn] CIA NOLING HOLE 5 MM] r E25mm] CIA HANDLING HOLE 2" [51mm] LETTERING LETTERING STYLE: G BOOKMAN OLD-STYLE a t2) PiCKBARS7/16" 2„ [it:mnj [51MM] 22 gg [65m [5/8mm"] 2" [51mm] LETTERING 1t T 2" [5imm7 LETTERING LETTERING STYLE: PIuiR UT TV LETTERING STYLE BOOKMAN OLD STYLE BOOKMAN OLD STYLE MACHINED SURFACE T 1- e 38 rmn] d. -�-� 7l8" vu3r3 � 7/8" [22mm] [73 mm] R t-3/4- r OA X 4" LG [R44mm] H.R.S. ROP COTTER SE, CTIOAT PICKBAR DET_91L u u BOTTOM THEW STANDARD N1%tANHOLE OFCOTER RING AND COVER DUC77LE IRON -V--1 432--3 0-3/4" 13/16" -' 33-13/16" [965mm 2 " 10 OF ]DNA: C20mm} 'j 2-11194- DI NEO�)GASKET t0 OF GROOVE -( t� [6mm] 5 m] l t/2" 30" OIA �3Srmn] [13mm] 7/8" C 73mm] 762mm3 I v[102rmn] BOLTHOLESECTION t22mm14" 1" (25mm1 OIA. 5g ER44rmn3 X 5 1/2" [140mm] [g�2l�nvn -"� i-t/2•' IL4Q VE C.1?00 ' LG STEEL ROD �.-- 33- A E3B GASKET 1 30" CIA 1-1/2 PICKBARDETAIL ;m9' GASKET GROOVE FOR DETAIL 5 u4" t6i+�++n] NIA.. �E762nvn 6/8" [38mm] MM STCHION PNEQPRENE GASKET n mm] e MACHINED SURFACE 2"-15IMMI LETTERING [73mm] R SLC,7,ION LETTERING STYLE: C0TT' Bookman Old Style 2" E51rnm] LETTERING RECESSED FLUSHED / & NARROW ZINC PLT-. & G"` & NARROW ZINC PL>: & o RUBBER WASHERS RUBBER WASHERS � (,,\ 2.. a CID o. 15Ir m] [52irmn] jj}���Tj E102rmn] -® 1 I V 2�32 3' Lf1�1 1 �y 7j�Hj I 1 ILII1 CITY OF BRYAN (1) 7/8" (22mm) DIA HANDLING HOLE." (1) 7/8" (22rmmmn) DIA HANDLING HOLE u u o 0 PICKS 2- [51mm] LETTERING 2" (SIMM] LETTERING 42):PLACES RECESSED -FLUSH LETTERING w style PLAN VIEW B07410M VIETV WATER TIGHT MANHOLE RINNG AND COVER DUCTILL•IROAT Tj2432-3 r� � T T CITY OF BRYAN' The Good Life, T exas Sl}le." DRAWN BY: C.L.M. DATE. 1-01-09 SCALE: N T S APPROVED: W. P. K. FIGURE= SHEET 1 OF 1 LEGEND c 0 U) �L C 0 0 > C ti-00 O 0 W T a) �- FU) C +- +_ 0 -- * o E * ti-- 0 >-)� O 4- z -- U — C ) +- U Q C cn 0 a) 0 Q L c� co a) W + L 0 L c � n a W-0 *EL --D0 L CO QCU) a) 0 +_ C — 3 o} Q U C o () w x L ( +_ 0 D X L a) Q) Q) L E- > L (D 0 a) ° c F + -- -1- 0 T O (D 0 O 0 C CL L L U) a) D i-- > n O 0 E CD >) L C o .U) 0 4- L L 0 () L 4- L -0 1— 0 Co 0 r-) 0 r- x 1- U) _ ) 0 F _0 I- W C v a rr 4- 0 1- W O E W �a)WW <-- I C U U I- cn a) C ..C- -- C- n F— y O z oUC�U n w Q J 0 W W J ROAD WORK AHEAD CW20- 1D 48 11 X- 48 (FLAGS - SEE NOTE 1) Channelizing Devices (SEE NOTE 2) Channelizing Devices (SEE NOTE 2) N O I 1 I I I 1 I I I I TCP ROAD WORK AHEAD CW20-1D 4811 X 48" (FLAGS - SEE NOTE 1) Mom Channelization devices may be omitted if the work area is a minimum of 30' from the nearest traveled way. x ro CW20-1 D 48" X 48" (FLAGS - SEE NOTE 1) END ROAD WORK G20-2a 48" X 24" (SEE NOTE 2) 0 i ' WPM ♦ Channelizing Devices (SEE NOTE 2) I ■ ■ N 0 V) END ROAD WORK ♦ G20-2a 48" X 24" (SEE NOTE 2) i ROAD WORK AHEAD CW20-1D 48" X 48" (FLAGS - SEE NOTE 1) 'T ♦ Channelizing Devices (SEE NOTE 2) 14 AD V�le� a Type III barricade a•, channel i z i ng devices, or shadow veh i c 1 e with orange o .c flags or warning lights. When shadow vehicle is required, it sha:l:I be equipped X with Truck Mounted Attenuator. 25 x ro I_ Channel i z i ng ROAD Dev i ces CW20-1 D WORK (SEE NOTE 2) 48" X 48" (FLAGS - SEE NOTE 1) AHEAD TCP E1-1b) Work Area on Shoulder END ROAD WORK ♦ G20-2a 4-8° X 24° (SEE NOTE 2) �h Channelizing Devices (SEE NOTE 2) N s TCP (1-1c) C_ Ln ■ END ROAD WORK I G20-2a 4811 X 24" (SEE NOTE 2) Z � I Work vehicles or other I equipment necessary for the work. operation.,. such. as trucks, moveable cranes, etc., shall remain in I areas separated from lanes of traffic by channeliza- ' tion devices at all times. I I 1001, Min. c O U-) Inactive work vehicle 3i A- ;�1=•" L N o -.• J far 1 a N � x I I ro I I ROAD WORK AHEAD CW20-1D � 48" x 4811 (FLAGS - SEE NOTE 1) ® Type III Barricade ® E Channelizing Devices 11 Flag E0 Heavy Work Vehicle Truck Mounted Attenuator Trailer Mounted Portable Changeable Flashing Arrow Panel nli Message Sign Flogger w2m Sign Post 10 Misni:mum.Desirable Taper Lengths Suggested Maximum. Spacing of Device Minimum Sign Spacing x Distance Posted Speed Formula 10' Offset 11' offset 12' Offset On a Taper On a Tangent 30 S 2 L= 60 1501 1651 1801. 30' 60' - 75' 1 20' 35 205' 225" 245' 35' 70'-90' 1 60 40 265' 295' 320' 40 80' _ 100 240' 45 L=WS 450' 495' 540' 45' 90' -1 10' 32.0' 50 500' 550' 600' 50' 1 00' -125' 400' 55 550' -605' 660' 55' 1 1 0' -1 40-, 500> 60 600' 660' 720' 60' 1 20' -1 50' 600' 65 650' 71 5' 780' E70 1 30' -1 65' * 700' 70 700' 770' 840' 140' -175'Il *800' Conventional Roads Only Taper lengths have been rounded off. L=Length of Taper (FT.) W.=Width of offset (FT.) S=Posted Speed {MPH) TYPI-CAL USAGE: MOBILE SHORT -DURATION SHORT TERM STATIONARY INTERMEDIATE TERM STATIONARY LONG TERM STATIONARY GENERAL NOTES-. 1. Unless otherwise stated.in.the plans,. flags attachedto signs are REQUIRED. 2. All traffic control devices illustrated are REQUIRED, except those denoted with the triangle symbol may be omitted when stated elsewhere i n the- p l ans. 3. On high speed facilities advance warning signs should be installed approximately 3X from the work area or from the beginning of a lane or shoulder taper. On low speed facilities the advance warning signs should be placed based on the "X" minimum distance. 4. -Inactive work vehicles or other equipment should -be parked -near the right-of-way line and not parked on the paved shoulder. Only pre-quallified products shall be used. A list of compliant products and their sources may be obtained by writing or faxing: Standards Engineer Traffic Operations Division - TE -Texas Deportment of Transportation 125 East 11th Street Austin, Texas 78701-2483 Phone (512) 416-3335 Fax (512) 416-3161 E-mail TRF-STANDARDOM i 1 gw. dot. state. tx. us The requirement for shadow vehicles will be listed in the project GENERAL NOTES, Item 502, Barricades, Signs and Traffic Handling. -- STANDARD PLANS TEXAS DEPARTMENT OF TRANSPORTATION Traffic Operations Division 3 TxDOT December 1985 DNe - LR I CK: - 11.111 1 DW: - nN CK-- KAT ntGr REVISIONS STATE FEDERAL FEDERAL AID PROJECT DISTRICT REGION SHEET 2-94 6 8-95 1 - 9 7 COUNTY CONTROL SECTION J08 HIGHWAY 151 10 110-11 - 1191 /Ct" IN)5 C c uo� ool aoj _ _ aua�h 005 Ojawoo 0: i,jjo - I�S buiqsIxa Luct4 pool-0d aooQ u I- apad bu�p�15 ��I•LIa+I"Id - - _ - ,-w _ -9Z45-41Z (Q/-) ' 9IONd 05<o5-069 C61-0' 9NONd VWHIO 91WO '1NMOD 11 ll',II*INOI I-5 WODW2 O 'NOLID9195 b'W NW 5Vra 'NOtlDgl- 5 5W91.5J15 VNIa11na m '' ~ 5`,DIM 'fd" '' ~ (51;VDVM) WILM (1'INM) �W% N96 WA XOA NOlomr aSZINNA-W 'NOL09195 <51N� )1N1�IN �`W �b6850� '1�QOW IW� NOJ,,-Wi9 nH ''AWW MNOX LI JW T )1ND OI1l 6901,M5 MO NOAI W109 5Z45-�IZ (Q1-)'9NONd (11NM)5A N2 H.0 AI 040 '1DdJ1NOD ' 1d0DWND 'NOu09195 Z"W IG 19M5 W0021�� 'Zl0'10� 5W �5J15 JNIQ11nfl 1gD '' dNNW CYJNIdOOA 2 dl�d) W AW <1'INM) 5d1� �Z�S-BIZ (,QL) 'INONd 641119M5 IWM dawl l W109 Z-d Yldl-l.0 51IWHD '17d1NOD (1'INM) 51" 'fd0DWl-ID 'NOU-DI115 I-W 5W �. 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