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HomeMy WebLinkAboutSP2012-500048qo Mom I—o+4s 044, �� • • • VICINITYPL.AN N.T.S. f Know what's below. Call before you dig. 0 TV 1VER/.DET1ELOPER: WORTH ACQUISITIONS, LLC 4400 OLD COLLEGE RD. BRYAN, TX 77801 979-703-8,c...).9.5 ENGINEER: s-ChUIt Engineering,' LLC Firm # 12327 2730 LONGMIRE, SUITE A College Station, Texas 7-78-4-5 979-76-4--3900 AUGUST" - 2012 Index of Drawings ............ :..:.:...:::;.:..5 be :: .:......... . heet.Num r....:....... .............:.......... ............ ..:........ .. .......::: ::;::.=:°::::::::....::.:::.:;;.:.::::::::::.:; . .... ....... ...........:... ...::...:.::::. ::;;t::::':: Sheet;°T�tle.:->::.::...::...:::::.:.:::.::..:::.:::,...:..;.;.:. ...........::..........:.......:.:.... 1 General Notes 2 Site Plan 3 Demo Et Erosion Control Plan 4 Grading a Drainage Plan 5 Pavement Plan 6 Utility Plan 7 Landscape Plan 8 Traffic Control Plan Figure W BCS Unified Water Details Figue D BCS Unified Drainage Details THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY JOSEPH P. SCHULTZ, P.E., LICENSE NO. 65889 ON AUGUST 20, 2012. ISSUED FOR CONSTRUCTION ♦ %* *:' ; .*i.....................i*'. e JOSEPH P. SCHULTZ 0 ..:................ ........ , 65889 o�. 1 .. FIRM # 12327 SCHULTZ ENGINEERING, LLC COMPLIANCE AUG 2 12012 4 COLLEGE 6 jj►i-iC)t/ ENGINEERING 5UHULI L LNGINEERING PROJECT No. 1Z—'193 S Ci e O Lq N N 7 rn GENERAL NOTES: WATER LINE NOTES (PUBLIC & PRIVATE): SIDEWALK CONSTRUCTION FINISH GRADE. 1. THE CONTRACTOR SHALL PROMPTLY NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN 1. ALL DOMESTIC WATER LINE PIPE SHALL BE CONSTRUCTED OUT OF PVC (SCH 40). PUBLIC 1. SIDEWALKS SHALL BE DOWELED INTO AND TIE TO ANY CONCRETE STRUCTURE ADJACENT TO 5. CONTRACTOR SHALL UNCOVER EXISTING UTILITIES AT ALL "POINTS OF INTEREST" TO DETERMINE THESE PLANS AND OTHER DRAWINGS OF DIFFERING DISCIPLINES & SPECIFICATIONS. OR FIRE WATER LINE PIPE SHALL BE CONSTRUCTED OUT OF C900 (CLASS 200) MATERIAL. SIDEWALK (DRIVEWAY, INLET BOX, CURB, O.C. OR #4 X 12" BARS ® 18" O.C. IF CONFLICTS EXIST BEFORE COMMENCING AND CONSTRUCTION. NOTIFY THE ENGINEER AT ONCE OF ANY CONFLICT. 2. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF THE 2. WATER SERVICES SHALL BE SLEEVED UNDER PAVEMENT AND 2 FEET BEYOND THE BACK OF 2. ADA RAMPS SHALL BE CONSTRUCTED PER THE AMBULATORY RAMP DETAILS ON THE STANDARD EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS CURB WITH 4 INCH PVC, SCH 40. SIDEWALK DETAILS SHEET (FIGURE SW). ALL RAMPS SHALL HAVE A DETECTABLE WARNING 6. THE CONTRACTOR SHALL COORDINATE ALL UTILITY INSTALLATION SO THAT GRADE CRITICAL UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE SURFACE FOR THE FULL LENGTH OF THE RAMP. ELEMENTS (I.E. STORM DRAIN, SANITARY SEWER, ETC.) DO NOT CONFLICT WITH NON=GRADE INFORMATION IS NOT TO BE RELIED UPON AS BEING EXACT OR COMPLETE. IT IS THE DEMOLITION & CONSTRUCTION NOTES: CRITICAL ELEMENTS (I.E. ELECTRICAL CONDUIT, WATER SERVICES, ETC.). CONTRACTOR'S RESPONSIBILITY TO AVOID ALL EXISTING UTILITIES AND REPAIR ANY DAMAGED DRIVL?WAY CONSTRUCTION NOTES: LINES, AT HIS OWN EXPENSE, WHETHER THE UTILITY IS SHOWN ON THESE PLANS OR NOT. 1. THE CONTRACTOR SHALL RELOCATE THE EXISTING STOP, TRAFFIC AND STREET SIGNS AND 7. THE CONTRACTOR SHALL FURNISH ALL MATERIALS, EQUIPMENT, AND LABOR FOR EXCAVATION, THE CONTRACTOR SHALL NOTIFY THE APPROPRIATE UTILITY COMPANY .48 HOURS PRIOR TO MAINTAIN THEM DURING CONSTRUCTION AND REPLACE EACH OF THE SIGNS UPON COMPLETION 1. THE SURFACE AND FINISH OF THE PROPOSED CONCRETE DRIVEWAYS SHALL MATCH THE BORING, INSTALLATION, AND BACKFILLING OF UTILITY LINES AND RELATES APPURTENANCES, AS ANY EXCAVATION. THE CONTRACTOR SHALL ALSO NOTIFY THE ENGINEER IF DESIGN CHANGES OF CONSTRUCTION. THE REPLACED SIGNS SHALL BE IN ACCORDANCE WITH CITY REMAINING PORTION OF THE EXISTING DRIVEWAY. SHONE ON THE PLANS. NEED TO BE MADE 1N THE FIELD. REQUIREMENTS. 2. THE CITY INSPECTOR SHALL BE NOTIFIED PRIOR TO SETTING FORMS FOR THE PROPOSED S. 8THE LOADING AND UNLOADING OF ALL PIPE AND OTHER ACCESSORIES SHALL BE IN CONTACT INFORMATION: 2. DEMOLITION OF EXISTING STRUCTURES AND IMPROVEMENTS SHALL INCLUDE ALL WORK DRIVEWAYS TO VERIFY THE GRADING AND SLOPE OF THE DRIVEWAY. ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDED PRACTICES AND SHALL, AT ALL TEXAS ONE CALL: 800-245-4545 CONTAINED ON THESE PLANS, BUT SHALL NOT BE LIMITED TO THE ITEMS SPECIALLY TIMES, BE PERFORMED WITH CARE TO AVOID ANY DAMAGE TO THE MATERIAL. THE LONE STAR ONE CALL: 800-669-8344 IDENTIFIED. ANY MATERIALS TO BE DEMOLISHED OR CLEARED SHALL BE COMPLETELY EROSION CONTROL NOTES: CONTRACTOR SHALL LOCATE AND PROVIDE THE NECESSARY STORAGE AREAS FOR MATERIALS TEXAS EXCAVATION SAFETY SYSTEM (DIGTESS) 800-344-8377 REMOVED AND DISPOSED OF. THIS WORK WILL NOT ONLY CONSIST OF ABOVE GROUND ITEMS, AND EQUIPMENT. COCS ENGINEERING DIVISION 979-764-3690 COCS UTILITIES DIVISION 979-764-3660 BUT UNDERGROUND ELEMENTS AS WELL, INCLUDING BUT NOT -LIMITED TO: TREE ROOTS, FOUNDATION SYSTEMS, OLD PIPES, ETC. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF 1. EROSION CONTROL MEASURES SHOWN IN THESE PLANS SHALL BE CONSIDERED THE VERY 9. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL CONNECTIONS TO PUBLIC BRYAN TEXAS UTILITIES (BTU) 979-821-5865 ANY ADDITIONAL ITEMS THAT REQUIRE DEMOLITION, NOT IDENTIFIED ON THESE PLANS, PRIOR MINIMUM REQUIRED. IT SHALLBE THE RESPONSIBILITY OF THE CONTRACTOR TO IMPLEMENT SYSTEMS AND INSTALLATIONS WITH REGULATORY INSPECTOR. VERIZON - JIM SURVANT 979-821-4300 TO REMOVAL. ALL OTHER EROSION CONTROL MEASURES DIVERSION BERMS, DRAINAGE STRUCTURES, SWALES, ATMOS ENERGY - KIMBERLY WINN 979-774-2506 ADDITIONAL FENCING, ETC...) NECESSARY TO KEEP THE EXISTING IMPROVEMENTS AND 10. THIS PROJECT SHALL BE BUILT -BY MEANS OF OPEN CUT EXCEPT AS NOTED ON THE SUDDENLINK - MIKE LAVENDER 979-846-2229 _ 3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO STAGE AND SEQUENCE ALL DEVELOPMENTS FROM DAMAGE OF ANY KIND, DURING ALL PHASES OF DEMOLITION AND DRAWINGS. CONTRACTOR TO DETERMINE THE LOCATIONS OF BORE PITS IN THE FIELD DEMOLITION WORK WITH UTILITY COMPANIES TO PROVIDE MINIMAL INTERRUPTION AND CONSTRUCTION. SUBJECT TO THE INSPECTOR'S APPROVAL. 3. CONTRACTOR TO VERIFY ALL UNDERGROUND UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION. INCONVENIENCE OF UTILITY SERVICES. 2. THE SITE OPERATOR, OR HIS REPRESENTATIVE ESTABLISHED BY A LETTER OF DELEGATION, 11. STRUCTURAL BACKFILL WILL BE REQUIRED FOR ALL EXCAVATION WITHIN 5 FEET OF PUBLIC 4. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY WITH ALL STATE AND FEDERAL 4. DEMOLISHED SURPLUS MATERIAL SHALL BE LEGALLY DISPOSED OF OFF -SITE. SHALL MAKE A VISUAL INSPECTION OF ALL SILTATION CONTROLS AND NEWLY STABILIZED AREAS ROADWAY PAVEMENTS OR WALKS. REGULATIONS REGARDING CONSTRUCTION ACTIVITIES NEAR ENERGIZED OVER HEAD POWER ON A DAILY BASIS; ESPECIALLY AFTER A RAINFALL TO INSURE THAT ALL CONTROLS ARE LINES. 5. ALL PAVEMENT EDGES, BOUNDING THE CONSTRUCTION AREA & MATCHING WITH NEW MAINTAINED AND PROPERLY FUNCTIONING. ANY DAMAGED CONTROLS SHALL BE REPAIRED OR 12. CONTRACTOR SHALL MARK ALL SERVICE LEADS WITH A METAL `T" POST, PAINTED BLUE FOR CONSTRUCTION, SHALL BE NEATLY SW CUT, UNLESS GRAVEL. FLEXIBLE PAVEMENT SHALL BE REPLACED PRIOR TO THE END OF THE WORK DAY, INCLUDING RE -SEEDING AND MULCHING OR WATER AND GREEN FOR SEWER, AND BURIED A MINIMUM OF 3 FEET INTO THE GROUND. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING UTILITIES SAW CUT A MINIMUM OF 2V BEYOND ANY PROPOSED STRUCTURES. RE -SODDING, IF NECESSARY. OR SERVICE LINES THAT ARE CROSSED OR EXPOSED DURING CONSTRUCTION OPERATIONS. PAVING NOTES: WHERE EXISTING UTILITIES OR SERVICE LINES ARE CUT, BROKEN, OR DAMAGED, THE 6. THE CONTRACTOR SHALL CLEAR ALL RIGHT-OF-WAYS AND EASEMENTS CONTAINED IN THESE 3. ALL SEDIMENT TRAPPING DEVICES SHALL BE INSTALLED AS SOON AS PRACTICAL AFTER THE CONTRACTOR SHALL REPAIR OR REPLACE THE UTILITIES OR SERVICE LINE WITH THE SAME CONSTRUCTION DRAWINGS. AREA HAS BEEN DISTURBED. ALL SEDIMENT TRAPPING DEVICES SHALL BE CLEANED WHEN 1. THE PAVEMENT SYSTEM SHOWN WAS DESIGNED WITHOUT THE AID OF A GEOTECHNICAL TYPE OF MATERIAL AND CONSTRUCTION OR BETTER. THIS MATERIAL AND WORK SHALL BE AT SEDIMENT LEVEL REACHES 25% CAPACITY. SEDIMENT SHALL BE DISPOSED OF BY SPREADING INVESTIGATION. DUE TO THE PLASTIC SOILS WITHIN THIS AREA, SOME MINOR DIFFERENTIAL THE CONTRACTOR'S OWN EXPENSE. 7. THE CONTRACTOR SHALL FIELD VERIFY AND LOCATE ALL EXISTING UTILITIES ON SITE PRIOR TO ON SITE OR HAULING AWAY IF NOT SUITABLE FOR FILL. MOVEMENT MAY STILL OCCUR DUE TO SEASONAL SOIL MOISTURE VARIATIONS. DEMOLITION. 6. DURING THE EXECUTION OF THE WORK, THE CONTRACTOR SHALL MAINTAIN THE PROJECT SITE 4. DURING CONSTRUCTION, CONTRACTOR SHALL MAINTAIN BEST MANAGEMENT PRACTICE (BMP). 2. THE CONTRACTOR SHALL REFER TO THE BCS UNIFIED SPECIFICATIONS AND STANDARDS, IN AN ORDERLY AND ACCEPTABLE MANNER AS FAR AS PRACTICAL THE CONTACTOR SHALL 8. THE CONTRACTOR SHALL PERFORM DEMOLITION ACTIVITIES AS NOTED AND SHOWN ON THESE SEDIMENT FENCE. HAY BALE BARRIERS, OR OTHER DEVICES SHALL CONTROL ALL STORM CURRENT EDITION, FOR ALL PAVING AND DRAINAGE CONSTRUCTION. TESTING REQUIREMENTS CLEAN AND REMOVE FROM THE PROJECT AREA ALL SURPLUS AND DISCARDED MATERIALS, PLANS AND AS DIRECTED BY THE OWNER/ DEVELOPER. WATER LEAVING THE SITE. SET FORTH ARE THE MINIMUM REQUIREMENTS. TEMPORARY STRUCTURES, AND DEBRIS OF ANY KIND AND SHALL LEAVE THE PROJECT SITE IN A NEAT AND ORDERLY CONDITION. ALL CLEAN UP WILL BE DONE TO THE SATISFACTION OF 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ANY PERMITS AND PAY 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING TEMPORARY EROSION CONTROL 3. THE CONTRACTOR SHALL REFER TO THE STRUCTURAL ENGINEER'S PLANS FOR SPECIFICATIONS, THE ENGINEER. ANY FEES REQUIRED FOR DEMOLITION AND DISPOSAL FROM THE APPROPRIATE AUTHORITIES. MEASURES AS REQUIRED FOR DIFFERENT PHASES CONSTRUCTION. EROSION CONTROL PROCEDURES, AND REQUIREMENTS FOR THE BUILDING PAD. THE FOLLOWING SPECIFICATIONS MEASURES SHOWN MAY NEED TO BE ADJUSTED TO HANDLE INCREASED OR CONCENTRATED AND STANDARDS ARE FOR THE SITE AND PAVEMENT ONLY: 5. CONTRACTOR IS RESPONSIBLE FOR O.S.H.A. ESTABLISHED TRENCH SAFETY AS DESCRIBED IN 10. THE CONTRACTOR SHALL INSTALL ALL EROSION AND SEDIMENT CONTROL DEVICES, AS SHOWN FLOWS CREATED BY VARIOUS STAGES OF CONSTRUCTION. THE FEDERAL REGISTER 29 CFR PART 1926.. A TRENCH SAFETY PLAN SHOULD BE PREPARED ON THE SWPPP, PRIOR TO COMMENCING DEMOLITION WORK. a. SUB -GRADE AND A "COMPETENT PERSON" APPOINTED PRIOR TO ANY AND ALL EXCAVATING OPERATIONS 6. PHASE II EROSION CONTROL MEASURE MEASURES SHALL BE IMPLEMENTED IMMEDIATELY AFTER EXCEEDING 5' DEPTH. THE PLAN IS TO. BE PREPARED AND SEALED BY A REGISTERED TEXAS 11. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UTILITIES THAT ARE TO CONSTRUCTION OF THEIR ASSOCIATED IMPROVEMENTS. INLET PROTECTION BARRIERS SHALL BE 1. EXISTING TREES, STUMPS. AND LARGE TREE SYSTEMS, SHALL BE GRUBBED AND PROFESSIONAL ENGINEER AND SHALL BE SUBMITTED TO THE CITY OF COLLEGE STATION AND REMAIN IN PLACE. CONSTRUCTED WITH HAY BALES OR SILT FENCING. INLETS LOCATED IN PAVEMENTS AREAS REMOVED. VEGETATION SHALL BE REMOVED AND THE TOP 6 INCHES OF TOP SOIL AND CONSULTING ENGINEER PRIOR TO ANY EXCAVATION ON THE PROJECT. SHALL BE PROTECTED WITH SAND BAGS, REPLACING THE HAY BALES OR SILT FENCING ONCE SUB -GRADE BE STRIPPED FROM THE AREAS TO BE COVERED BY THE PROPOSED 12. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO AVOID UNNECESSARY DAMAGE TO ANY THE PAVEMENT IS IN PLACE. EROSION CONTROL MEASURES SHALL BE KEPT IN PLACE UNTIL IMPROVEMENTS. 6. A COPY OF THE APPROVED CONSTRUCTION PLANS MUST BE KEPT ON SITE AT ALL TIMES EXISTING ROAD SURFACE. UPSTREAM DRAINAGE AREAS ARE FULLY STABILIZED. THROUGHOUT THE ENTIRE CONSTRUCTION OF THE PROJECT. CONTRACTOR SHALL MAINTAIN A 7. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING SEDIMENT CONTROL DEVICES AFTER THE U. PAVING AREAS SHALL BE PROOF -ROLLED AND, IF REQUIRED AT THE TIME OF ASSET OF REDLINE DRAWINGS, RECORDING AS -BUILT CONDITIONS DURING CONSTRUCTION. 13. ALL EXISTING ITEMS THAT ARE TO REMAIN IN PLACE WHICH ARE DAMAGED DURING CONSTRUCTION, THE CONTRACTOR SHALL STABILIZE WEAK AREAS AS DIRECTED BY THE THESE REDLINE MARKED UP DRAWINGS WILL BE SUBMITTED TO THE DESIGN CONSULTANT CONSTRUCTION SHALL BE RESTORED TO ORIGINAL CONDITION, OR BETTER, AT THE SOLE SITE HAS BEEN SEEDED AND/ OR SODDED, AND GROUND COVER HAS TAKEN ROOT. ENGINEER. MITIGATION OF WEAK AREA MAY INCLUDE OVER EXCAVATION AND WHO WILL MAKE THE CHANGES ON THE ORIGINAL TRACINGS, LABELING EACH SHEET IN THE EXPENSE OF THE CONTRACTOR. BACKFILLING, REPROCESSING TO REMOVE MOISTURE, MODIFICATION WITH LIME OR SET AS "RECORD DRAWINGS", AND RETURNING SAME TO THE CITY ENGINEER. 8. THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO ENSURE THAT ALL DISTURBED CEMENT ADMIXTURES, OR THE USE OF GEOTEXTILES. FOLLOWING PROOF -ROLLING, THE 14. SHOULD ANY EXISTING UTILITIES NOT SHOWN OR SHOWN INCORRECTLY ON THIS PLAN BE AREAS ARE STABILIZED. DESIGNATED AREAS SHALL BE BLOCK SODDED AND ALL OTHER AREAS SUB -GRADE SHALL BE COMPACTED TO BETWEEN 95% AND 100% OF THE MAXIMUM 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFEGUARDING AND PROTECTIONS ALL FOUND ON SITE, THE CONTRACTOR SHALL CONTACT THE ENGINEER IMMEDIATELY TO DISCUSS DISTURBED DUE TO CONSTRUCTION SHALL BE HYDRO -MULCHED SEEDED. THESE STABILIZED DENSITY AS DETERMINED BY ASTM D698. MOISTURE CONTENT SHALL BE BETWEEN 0% MATERIAL AND EQUIPMENT STORED ON THE JOSSITE. THE CONTRACTOR SHALL BE ANY POSSIBLE CONFLICTS BEFORE PROCEEDING WITH ANY WORK IN THAT AREA. AREAS SHALL BE SODDED OR SEEDED, FERTILIZED, AND WATERED TO ESTABLISH A SOLID AND +4% OF THE OPTIMUM MOISTURE CONTENT. ONE IN -PLACE DENSITY TEST SHALL RESPONSIBLE FOR THE STORAGE OF MATERIALS IN A SAFE AND WORKMANLIKE MANNER TO GROUND COVER WITHIN 30 DAYS OF COMPLETION OR IF ACTIVITIES CEASE FOR 14 DAYS. BE PERFORMED FOR EVERY 5,000 SF WITH A MINIMUM OF 3 TESTS BEING PERFORMED. PREVENT INJURIES. DURING AND AFTER WORKING HOURS, UNTIL PROJECT COMPLETION. 15. AN ASBESTOS SURVEY MUST BE PERFORMED PRIOR TO THE DEMOLISHING OF ANY STRUCTURES. THE CONTRACTOR SHALL ADHERE TO THE REQUIREMENTS SET FORTH IN THE 9. WHEN HYDRO -MULCHING IS REQUIRED, CONTRACTOR SHALL KEEP MULCH MOIST AFTER iii. EXISTING DRAINAGE WAYS THAT ARE TO BE FILLED SHALL HAVE BENCHES EXCAVATED 8. CONTRACTOR TO STORE MATERIALS AT LOCATION(S) APPROVED BY & COORDINATED WITH THE ASBESTOS SURVEY AND REPORT. INSTALLATION AND UNTIL AREA SHOWS GROWTH. INTO THE SIDE WALLS OF THE CHANNEL PRIOR TO PLACEMENT OF FILL BENCHES OWNER. EQUIPMENT IS TO BE STORED OVERNIGHT AT LOCATIONS SO AS NOT TO BLOCK SHOULD BE AT LEAST 6 FEET IN WIDTH WITH ONE BENCH BEING PLACED VERTICALLY STREETS OR DRIVES. MATERIALS ARE TO BE PROTECTED FROM DAMAGE BY THE ELEMENTS. DIMENSIONAL CONTROL NOTES: 10. EROSION CONTROL MEASURES SHALL BE IMPLEMENTED PRIOR TO ANY EXCAVATION OR FOR EVERY 2 FEET OF CHANNEL DEPTH. - DEMOLITION WORK. 9. CONTRACTOR SHALL SAW CUT REMOVE AND REPLACE CONCRETE PAVEMENT, AND CURB & 1. THE CONTRACTOR MAY OBTAIN AN ELECTRONIC COPY OF THESE PLANS FOR CONSTRUCTION iv. MATERIAL EXCAVATED ON SITE, EXCLUDING THE TOP 6 INCHES, MAY USED AS A FILL GUTTER AS REQUIRED TO CONSTRUCT PROPOSED IMPROVEMENTS. PURPOSES. THE ELECTRONIC FILE AND INFORMATION GENERATED, BY HARLE ENGINEERING SANITARY SEWER NOTES (PUBLIC & PRIVATE,): MATERIAL, UNDER PAVEMENT AREAS ONLY, AS LONG AS THE PI IS BETWEEN 19 AND COMPANY (HEC), FOR THIS PROJECT IS CONSIDERED BY HEC TO BE CONFIDENTIAL. WHEN 35, WITH A LL LESS THAN 49, AND THE MATERIAL IS FREE FROM TRASH, LUMPS, 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PAY FOR AND OBTAIN ALL ISSUED, IT`S USE IS INTENDED SOLELY FOR THE INDIVIDUAL OR ENTITY TO WHICH IT IS 1. WHEN MAKING A CONNECTION TO AN EXISTING SEWER MANHOLE, CONTRACTOR SHALL PLUG CLODS, ORGANIC SUBSTANCE, & OTHER FOREIGN MATTER. REQUIRED PERMITS AND INSPECTION APPROVALS FOR ALL WORK SHOWN. ADDRESSED. THE MATERIAL IS INTENDED FOR USE BY THE RECIPIENT NAMED, ONLY, AND DOWNSTREAM END OF PROPOSED SANITARY SEWER LINE. THE SEWER SHALL REMAIN PLUGGED PERMISSION IS NOT GRANTED TO THE RECIPIENT FOR DISTRIBUTION OF THESE DOCUMENTS IN UNTIL FINAL ACCEPTANCE BY THE CITY. V. STABILIZED MATERIAL 'OR FILL MATERIAL SHALL BE PLACED IN EIGHT INCH "MAXIMUM 11. ANY ADJACENT PROPERTY AND RIGHT-OF-WAY DISTURBED DURING CONSTRUCTION WILL BE ANY FORM OR FASHION. THE RECIPIENT UNDERSTANDS THAT THIS DATA IS AUTHORIZED "AS LOOSE LIFTS, WITH EACH LIFT WETTED OR DRIED TO A MOISTURE CONTENT RANGE OF RETURNED TO THEIR EXISTING CONDITION OR BETTER. IS" WITHOUT` ANY WARRANTY AS TO IT PERFORMANCE, ACCURACY, FREEDOM FROM ERROR, OR 2. UNLESS MANHOLES CAN BE MADE WATERTIGHT AND TESTED FOR NO LEAKAGE, THEY MUST BE 0% TO +3% OF THE OPTIMUM MOISTURE CONTENT AND COMPACTED TO A UNIFORM AS TO ANY RESULTS GENERATED THROUGHOUT ITS USE. THE RECIPIENT ALSO UNDERSTANDS INSTALLED SO AS TO PROVIDE A MINIMUM OF 9 FEET OF HORIZONTAL CLEARANCE FROM AN DENSITY OF 987(FOR STABILIZED) AND 95% (FOR FILL) OF THE MAXImUm. DRY 12. ALL EXPOSED DIRT SURFACES SHALL BE SEEDED, HYDRO -MULCHED, OR SODDED. YARDS AND AGREES THAT HEC, UPON RELEASE OF SUCH DATA, IS NO LONGER RESPONSIBLE FOR EXISTING OR PROPOSED WATER LINE. IF THE NINE FOOT SEPARATION DISTANCE CANNOT BE DENSITY AS DETERMINED BY ASTM D698. WITH SOD SHALL BE RE -SODDED TO THE SAME CONDITIONS OR BITER. THEIR USE OR MODIFICATION. THE USER AND RECIPIENT OF THE ELECTRONIC DATA ACCEPTS ACHIEVED, THE WATER LINE MUST BE ENCASED IN A JOINT OF 150 PSI PRESSURE CLASS FULL RESPONSIBILITY AND LIABILITY FOR ANY CONSEQUENCES ARISING OUT OF THEIR USE. PIPE AT LEAST 18 FEET LONG AND TWO NOMINAL SIZES LARGER THAT THE WATER LINE. THE vi. COMPACTION TEST, FOR FILL, SHALL BE VERIFIED BY IN -PLACE DENSITY TEST FOR EACH 13. THE CONTRACTOR SHALL NOT CREATE A DIRT NUISANCE OR SAFETY HAZARD IN ANY STREET. SPACE AROUND THE CARRIER PIPE SHALL BE SUPPORTED AT 5 FOOT INTERVALS WITH LIFT. ONE IN -PLACE DENSITY TEST SHALL BE PERFORMED FOR EVERY 5,000 SF WITH THE PAVEMENT BE CLEANED DAILY. 2. ALL DIMENSIONS SHOWN ARE TO BE USED IN CONJUNCTION WITH THESE PLANS FOR LOCATING SPACERS OR BE FILLED TO THE SPRINGLINE WITH WASHED SAND. THE ENCASEMENT PIPE A MINIMUM OF 3 TESTS BEING PERFORMED, PER LIFT. ALL IMPROVEMENTS AND SHALL BE FIELD VERIFIED BY THE CONTRACTOR FOR WORKABILITY SHALL BE CENTERED ON THE CROSSING AND BOTH ENDS SEALED WITH CEMENT GROUT OR 14. ADEQUATE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION AND ANY PRIOR TO CONSTRUCTION OF IMPROVEMENTS. MANUFACTURED SEAL. vii. STABILIZED MATERIAL SHOULD BE ROTARY TILLED TO PROVIDE A HOMOGENEOUS MIXTURE DRAINAGE DITCH OR STRUCTURE DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO THAT MEETS THE GRADATION REQUIREMENTS SPECIFIED IN TXDOT STANDARD EXISTING CONDITIONS OR BETTER. 3. UNLESS OTHERWISE SHOWN, ALL DIMENSIONING 1S TO THE BACK OF CURB OR EDGE OF 3. ALL 6 INCH THROUGH 12 INCH SANITARY SEVER PIPE SHALL BE SDR 26 SEWER PIPE SPECIFICATIONS FOR CONSTRUCTION AND MAINTENANCE OF HIGHWAYS, STREETS, & PAVEMENT, WHICH EVER IS APPLICABLE. MEETING ASTM D-3034 HAVING A MINIMUM STIFFNESS OF 115, UNLESS OTHERWISE NOTED. BRIDGES, ITEM # 260 FOR LIME TREATMENT AND ITEM # 265 FOR FLY ASH. 15. THE CONTRACTOR SHALL COORDINATE ALL FENCE REMOVAL AND REPLACEMENT WITH THE DEVELOPER. TRAFFIC COiv"TROL NOTES: 4.. ALL DUCTILE IRON PIPE (DIP) WILL HAVE BOTH EXTERNAL AND INTERNAL PROTECTION. viii. THE SUB -GRADE SHALL BE STABILIZED 2 FEET BEYOND THE BACK OF CURB, UNLESS EXTERNAL POLYETHYLENE TUBING OR DOUBLE WRAP WILL BE 8 MILS THICK PER LAYER AND OTHERWISE SPECIFIED. 16. THE CONTRACTOR AGREES TO REPAIR ANY DAMAGE TO THE PUBLIC RIGHT-OF-WAY IN 1. CONTRACTOR SHALL PROVIDE AND INSTALL TRAFFIC CONTROL DEVICES IN CONFORMANCE WITH TIED TO PIPE AT 3 FOOT MAXIMUM INTERVALS (IF LAID), OR BANDED TO PIPE AT 1 FOOT ACCORDANCE WITH THE STANDARDS OF THE APPLICABLE REGULATORY AGENCY. PART VI OF THE TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (TEXAS MUTCD, MOST MAXIMUM INTERVALS (W/ SCREW -TIGHTENED STEEL BANDS), IF JACKED. INTERNAL b. PORTLAND CEMENT CONCRETE 17. THE CONTRACTOR SHALL PROTECT ALL MONUMENTS, IRON PINS, AND PROPERTY CORNERS RECENT EDITION WITH REVISIONS) DURING CONSTRUCTION. POLYETHYLENE (OR POLYURETHANE) LINER (OR COATINGS) WILL BE 40 MILS THICK. i. ALL CONCRETE, UNLESS OTHERWISE SPECIFIED, SHALL HAVE A MINIMUM COMPRESSIVE DURING CONSTRUCTION. 2. LANE CLOSURE WILL NOT BE ALLOWED UNLESS APPROVED BY THE CITY ENGINEER. STORM SEWER NOTES (PUBLIC & PRIVATE): STRENGTH OF 3,500 PSI AT 28 DAYS. 18. THE CONTRACTOR MUST PROVIDE CONSTRUCTION STAKING FROM THE INFORMATION PROVIDED 3. THE WORK SHALL BE COMPLETED SUCH THAT THE ROADWAY WILL BE FULLY OPENED TO 1. ALL PRIVATE 12 INCH TO 48 INCH STORM SEWER PIPE, EXCEPT AS NOTED, SHALL BE ii. ALL CONCRETE SHALL BE PROPERLY VIBRATED WHEN PLACED AND NOT RAKED A ON THE PLANS. TRAFFIC OVERNIGHT. OVERNIGHT NE CLOSURES WILL NOT BE PERMITTED, UNLESS LA CONSTRUCTED OUT OF HDPE (DR 21) PIPE CONFORMING TO ASTM F-714 AND HAVING A DISTANCE GREATER THAN 10 FEET. GAS COMPANY NOTES: OTHERWISE APPROVED BY THE APPLICABLE ENGINEER. MINIMUM PIPE STIFFNESS OF 46. M. UNLESS OTHERWISE NOTED, JOINT SPACING SHALL. NOT EXCEED 15 FEET IN ANY DIRECT TO ANOTHER JOINT OR EDGE OF PAVEMENT. CONTROL JOINTS SHALL BE CUT BETWEEN 4. PLASTIC DRUMS SHALL BE USED FOR OVERNIGHT DELINEATION OF OFF ROADWAY WORK AREAS. 2. ALL PUBLIC STORM SEWER PIPE, EXCEPT AS NOTED, SHALL BE CONSTRUCTED OUT OF 4 AND 18 HOURS AFTER PLACEMENT OF CONCRETE AND MAY BE SUBSTITUTED WITH 1. AT ALL UNDERGROUND GAS UTILITY CROSSINGS, THE CONTRACTOR SHALL GIVE THE REINFORCED CONCRETE PIPE RCP ASTM C76 CLASS 111 WITH RUBBER GASKEfED PROFILE (RCP), CONSTRUCTION JOINTS. IF PROVIDED, THE CONTRACTOR SHALL FOLLOW THE GENERAL APPROPRIATE UTILITY COMPANY A MINIMUM OF 72 HOURS NOTICE SO THAT THEIR FIELD GRADING NOTES: CONFORMING TO ASTM C443. INTENT OF THE JOINT PLANS SHOWN. REPRESENTATIVE MAY BE PRESENT. 2. EIGHTEEN 18 INCH CLEARANCE SHALL BE MAINTAINED BETWEEN THE PROPOSED UTILITY AND 1. ALL UNPAVED AREAS SHALL BE ADEQUATELY GRADED TO DRAIN AT A MINIMUM OF 1.00% 3. CONTRACTOR SHALL PROVIDE A MINIMUM OF 12 INCH CLEARANCE AT STORM SEWER AND iv. EXPANSION JOINTS SHALL NOT EXCEED A MAXIMUM SPACING OF 45 FEET AND SHOULD SLOPE; UNLESS OTHERWISE NOTED, SO THAT NO PONDING OCCURS. WATER LINE CROSSINGS AND A MINIMUM OF 6 INCH CLEARANCE AT STORM SEWER AND NOT BE PLACED THROUGH THE MIDDLE OF AREA INLETS OR JUNCTION BOXES LOCATED THE EXISTING UNDERGROUND GAS LINE. THIS CLEARANCE SHALL BE MEASURED FORM SANITARY SEWER CROSSINGS. IN THE PAVEMENT. ALL AREA INLETS OR JUNCTION BOXES, LOCATED IN PAVEMENT OUTSIDE OF PIPE TO OUTSIDE OF PIPE, OR SLEEVING, WHICHEVER IS MORE CONSERVATIVE. 2. UNLESS OTHERWISE SPECIFIED, UNPAVED AREAS SHALL DRAIN AWAY FROM BUILDINGS SO THAT AREA, SHALL BE INSTALLED WITH ISOLATION JOINTS BETWEEN THE STRUCTURE AND THE THE PERIMETER CURB IS A MINIMUM 6" LOWER THAN THE FINISHED FLOOR. 4. UNLESS OTHERWISE SPECIFIED, THE CONTRACTOR SHALL INSTALL ALL HDPE IN ACCORDANCE PAVEMENT. 3. FOR EXCAVATION NEAR THE UNDERGROUND GAS LINE S , THE CONTRACTOR SHALL COVER, OR O WITH THE TRENCH DETAIL CONTAINED IN THESE CONSTRUCTION DRAWINGS. ALL RCP SHALL REMOVE, THE BUCKET TEETH OF THE EXCAVATOR. THE FINAL THIRTY-SIX (36) INCHES 3. FINISH; GRADE ADJACENT TO CURBING OR SIDEWALK SHALL BE X" BELOW THE TOP OF BE INSTALLED IN ACCORDANCE WITH BCS STANDARD DETAIL D3-02. V. ALL JOINTS SHALL BE SEALED WITH SONOBORN SONOLASTIC SL-1, OR AN APPROVED SURROUNDING THE GAS LINE SHALL BE EXCAVATED BY HAND DIGGING. CONCRETE AND 2" BELOW IN LANDSCAPING AREAS. EQUAL. GENERALUTILITY NOTE (PRIVATE &PUBLIC): 4. UNDERGROUND PIPING INSTALLED USING OPEN DITCH CONSTRUCTION MUST BE MARKED WITH 4. WHEN TOP OF CURB ELEVATIONS ARE SHOWN, THE CURB HEIGHT IS 6" UNLESS OTHERWISE vi. AS FAR AS PRACTICAL, THE CONTRACTOR SHALL ALIGN ALL SIDEWALK JOINTS WITH CURB THE COLOR -CODED CONCRETE OR PLASTIC TAPE [TWO (2) STRANDS OF FOUR (4) INCH SPECIFIED. 1. ALL EXCAVATION FOR UNDERGROUND UTILITIES SHALL BE MADE TRUE TO GRADE. EXCAVATION AND PAVEMENT JOINTS. MINIMUM WIDTH] PLACED ABOVE THE GAS LINE TWENTY-FOUR (24) INCHES IN ENTIRE WIDTH SHALL BE MADE A MINIMUM OF SIX INCHES BELOW THE REQUIRED GRADE AND PROVIDE A OF THE EASEMENT. 5. THE CONTRACTOR SHALL FOLLOW THE GENERAL INTENT OF THE GRADING PLANS. MINOR SAND BED FOR THE PIPING. BACKFILL OVER PIPING SHALL BE MADE WITH EARTH OR FILL vii. CONCRETE SHALL NOT BE PLACED IF THE AIR TEMPERATURE IS 5T F AND FALLING OR ADJUSTMENTS TO THE ACTUAL ELEVATIONS SHOWN ON THE GRADING PLAN AMY BE REQUIRED SAND , FREE OF DEBRIS, AND SHALL BE TAMPED BY HAND OR MECHANICAL MEANS TO THE 95' F OR HIGHER. CONCRETE MAY BE PLACED IF THE AIR TEMPERATURE IS 40' F AND PRIVATE UTILITY NOTES: TO MATCH EXISTING GROUND ELEVATIONS AND STRUCTURES. DENSITY OF THE ADJACENT UNDISTURBED EARTH OR TO 95% STANDARD PROCTOR DENSITY RISING OR LESS THAN 95' F. (ASTM D698), WHICH EVER IS GREATER. ALL TRENCHING AND EXCAVATION SHALL BE DONE IN 1. THE CONTRACTOR SHALL INSTALL THE PROPOSED PRIVATE UTILITY LINES IN ACCORDANCE WITH 6. ADEQUATE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION AND ANY STRICT ACCORDANCE WITH CURRENT OSHA REQUIREMENTS AND ALL OTHER APPLICABLE SAFETY C. STEEL LOCAL CODES, LATEST NATIONAL PLUMBING CODE, AND ALL APPLICABLE STATE AND LOCAL DRAINAGE DITCH OR STRUCTURE DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO CODES AND STANDARDS. LAWS. OTHER PRIVATE OR PUBLIC UTILITIES SHALL BE INSTALLED IN ACCORDANCE WITH THE EXISTING CONDITIONS OR BETTER. I. ALL REINFORCING STEEL SHALL BE DEFORMED BILLED STEEL BAR HAVING MINIMUM UTILITY COMPANY'S SPECIFICATIONS. SHOULD THESE DRAWINGS OR SPECIFICATIONS DIFFER 2. MINIMUM BURY OR COVER SPECIFIED IS TO BE MEASURED FROM FINISH GRADES. WHERE YIELD STRENGTH OF NOT LESS THAN 60 KSI CONFORMING TO ASTM A6115, GRADE 60. WITH OTHER UTILITY COMPANY'S SPECIFICATIONS, THE STRICTER OF THE TWO SHALL APPLY. 7. THE APPROVAL OF THESE PLANS IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. UTILITY LINE EXTEND UNDER PAVEMENT, THE BURY OR COVER SHALL BE MEASURED FROM WHEN FIELD CONDITIONS WARRANT OFF -SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE BOTTOM OF THE STRUCTURE. ii. ALL REINFORCING STEEL SHALL BE FREE FROM RUST OR OTHER BOND REDUCING 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PAY FOR AND OBTAIN ALL THE AFFECTED PROPERTY OWNER(S). ANY ADJACENT PROPERTY AND RIGHT-OF-WAY AGENTS. REQUIRED PERMITS AND INSPECTION APPROVALS FOR ALL WORK SHOWN. DISTURBED DURING CONSTRUCTION WILL BE RETURNED TO THERE EXISTING CONDITIONS OR 3. UTILITY INSTALLATIONS IN NON-STRUCTURAL AREAS SHALL BE BEDDED AND INITIAL BACKFILL BETTER. CONSISTENT WITH NON-STRUCTURAL REQUIREMENTS. IN STRUCTURAL AREAS (I.E. UNDER iii. ALL SPLICES IN PAVEMENT AND CURBING STEEL SHALL BE STAGGERED AND LAPPED 30 3. THE CONTRACTOR SHALL COORDINATE ALL INSTALLATIONS OF SERVICE LINES, CONDUITS, FOUNDATIONS, PAVEMENT, WALKS, ETC.) THE UTILITY SHALL BE BEDDED AND INITIAL BACKFILL INCHES TIMES THE BAR DIAMETER OR 12 INCHES, WHICHEVER IS GREATER. METERS, ETC., WITH THE APPROPRIATE UTILITY COMPANY. WITH CEMENT STABILIZED SAND. FINAL BACKFILL IN THESE AREAS SHALL BE COMPACTED BY MECHANICAL TAMPING TO STRUCTURAL COMPACTION REQUIREMENTS. iv. CONCRETE COVERAGE FOR THE REINFORCING STEEL SHALL COMPLY WITH THE ACI CODE, LATEST EDITION. THE STEEL SHALL HAVE A MINIMUM 1 X INCH CLEARANCE. 4. REGARDLESS OF ELEVATIONS SHOWN FOR MANHOLE RIMS, CLEAN -OUT COVERS, OR GRATES, THESE ITEMS SHALL BE PLACED FLUSH WITH THE PAVEMENT ELEVATIONS AND SLOPES. MANHOLES AND CLEAN -OUTS NOT IN PAVEMENT AREAS SHALL BE SET 3 INCHES ABOVE THE s �. THE SEAL APPEARING ON THIS r S c h u Z Enn e e ri n L LC JODOCUMENT WAS AUTHORIZED BY SEPH P. SCHULTZ, P.E., LICENSE 2730 Longmire, Suite A NO. 65889 ON AUGUST 20, 2012. College Station, Texas77845 ISSUED FOR CONSTRUCTION 979.764.3900 TBPE NO.12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR JPS J4E JPS 12-193 AUGUST 2012 V FYRM # 1232 '�'` "I T SCHULTZ ENGINEERING, LLC COLLEGE MAIN LOFTS BOYETT, BLOCK 4, LOT 5 & BLOCK 5, LOT 9 403 & 408 COLLECE MAIN COLLECE STATION, TX LEGEND LINE TYPES W-8 EXISTING WATER LINE, SIZE NOTED PROPOSED WATER LINE, SIZE NOTED W--8 W W EXISTING WATER SERVICE W W PROPOSED WATER SERVICE S-8 EXISTING SANITARY SEWER LINE, SIZE NOTED S-8 PROPOSED SANITARY SEWER LINE, SIZE NOTED S s EXISTING SANITARY SEWER SERVICE S S PROPOSED SANITARY SEWER SERVICE EXISTING STORM SEWER PIPING PROPOSED STORM SEWER PIPING - GAS GAS EXISTING NATURAL GAS LINE GAS GAS PROPOSED NATURAL GAS LINE UE UE EXISTING UNDERGROUND ELECTRICAL LINE UE UE PROPOSED UNDERGROUND ELECTRICAL LINE AE AE EXISTING AERIAL ELECTRICAL LINE AE AE PROPOSED AERIAL ELECTRICAL LINE T T EXISTING UNDERGROUND TELEPHONE T T PROPOSED UNDERGROUND TELEPHONE EXISTING CONTOUR, ELEVATION NOTED 368 PROPOSED CONTOUR, ELEVATION NOTED 368 - - - - EXISTING EASEMENT -- SILT SILT SILT FENCE EXISTING BOARD FENCE C C EXISTING CABLE SYMBOLS Q HYDRANT I STORM GRATE INLET WATER VALVE ® S.E.T. ® WATER SEWER MANHOLE SS • MANHOLE <wn WATER METER ® SEWER CLEAN -OUT PHONE ® MAIL PEDESTAL BOX g SIGN I POWER w POLE NG NATURAL GROUND W/ WITH TP TOP OF PAVEMENT W/OUT WITH OUT TC TOP OF CURB S.E.T.A. SLOPED END TREATMENT TG TOP OF GROUND BM BENCH MARK TW TOP OF WALK TBM TEMPORARY BENCH MARK TI TOP OF INLET SY SQUARE YARD TR TOP OF WALL LF LINEAR FOOT FL FLOW LINE CO CLEAN ' OUT MH MAN HOLE O.C. ON CENTER MIN MINIMUM O.C.E.W. ON CENTER EACH WAY MAX MAXIMUM PSI POUNDS PER SQUARE INCH N.T.S. NOT TO SCALE PVC POLYVINYL CHLORIDE PI POINT OF INFLECTION RCP REINFORCED CONCRETE PIPE PT POINT OF TANGENCY PVMT PAVEMENT PC POINT OF CURVATURE H HORIZONTAL SCH SCHEDULE V VERTICAL R.O.W. RIGHT OF WAY GENERAL NOTES SCALE VERTICAL HORIZONTAL PLOTTING SCALE: 1:1 FILE NAME: 12-193 i 7I N C N N a I y" JIO0 c�O G?Olo� yo, A91� qo L 6" SEWER yG+�OE` s�' & MANHOLE S C' q>�c.�4,�F,y EXISTING TRANSFORMER lip10 PROPOSED ELECTRICAL T RP • �y CA ORT PARKING -'-•' � ..• . O \ (9' X 20'--TYP) x";'.. O 0 y FS IQ %b'a `l °•P'p�' °C'`� o� ° 4.50' ;,,�IllilgiilIIfly, 20 10 0 0 SCALE IN FEET "po• F'� 'p �IIIII,I�I `I� Ilii Illll \ I II��� % ° S GARAGE PARKING %ysgc _ (9' X 20'-TYP} . �III11 GII 8" HDPE III I G S f lllll STORM DRAIN PARKING ANALYSIS FLOOR AREA RATIO �04. \ 408 COLLEGE MAIN: ` ;, '+,i►' ' \ ``I�III''j ► + HEIGHT-29 9 Xtp � �II' 40$-COLLEGE MAIN 408 COLLEGE MAIN �P° j 5,716 SF, FF-351.50 �y 2 2x2 GRATE \ IIII �IIII REQUIRED PARKING:. BUILDABLE SITE AREA PROJECT BENCH MARK: 56005E ... " ,. » " - , • • • 5' PUE, PAE, • •' III' , ++ i , .�I / I I INLET I X IN TOP OF CURB `Ihl jl / i 4 401-BEBROOM APARTMENTS TOTAL 1ST FLOOR AREA (HEATED) 374 SF ELEV = 350.87 \' &l LANDSCAPE 1.125 SPACES PER BEDROOM 0.50.75) TOTAL 2ND FLOOR AREA (HEATED) 2671 SF miIII Ili IIII �p t EXISTING \ \ MENTT TOTAL 3RD FLOOR AREA (HEATED) 2671 SF (8477/237) 4.5 SPACES REQUIRED (1 BR APART.) i I I I Fj I TOTAL BLDG FLOOR AREA (HEATED) 5716SF 12" 2 AINWATER �? .. G cy , i it I�`II�. ! I •// I (I i s \ �'Iljj{ III ► . ► I 3 103-BEBROOM APARTMENTS 408 RATIO IS REEfIA1N1NG 0.75 SPACES PER BEDROOM (14.75) 5600 SF 5716 SF (1 1.02) SEE SHEET 6& SERVICE 1 " WALL 2.25 SPACES REQUIRED (3 BR APART.) THEREFORE, MEETS THE FLOOR AREA DETAIL THIS PAGE III III Il ��tii1 I i /! I 7 TOTAL SPACES REQUIRED RATIO REQUIREMENTS°• \l GF` ii+I �.'1141 FDC/RISER I I` ROOM �� / 403 COLLEGE MAIN s, PROPOSED ' II' {t�,;'i''� ;/I ` STORMHDRAIN ? III I i / PROPOSED PARKING: O- �`�0 TREE & , II i+II \ ,dlII,5 BLDG. 1 CARPORT SPACES BUILDABLE SITE AREA 5310SF \ . TREE GRATE 3.50 \ IIIII,, ; III 0 METERS RACK BICYCLE 6 GARAGE SPACES TOTAL 1ST FLOOR AREA (HEATED) 254 SF `r 5' PUE, PAE, GF III`II f` ' I ` i i 7 TOTAL SPACES PROVIDED RELOCATED \ 9S I I (6 SPACES) TOTAL 2ND FLOOR AREA (HEATED) 3066SF q� LANDSCAPE 8,72� I !O TOTAL 3RD FLOOR AREA (HEATED) 2835SF STREET `� \' I � S x TOTAL BLDG FLOOR AREA (HEATED) 6155SF \ (8454/259) LIGHT I E �\ I% PROPOSED 1%_ - 403 COLLEGE MAIN EXISTING RAMP \ � i , I � BRICK PAVERS yc� �,o 403 RATIO 15 \ \ BENCH �. ! ! � c� 5310 SF : 6155 SF (1 1.16) / \ PROPOSED \ ` REQUIRED PARKING; EXISTING 1y i 1 PROPOSED 8X2 TREE & , \ GRATE INLET & c F q 7 7®1-BEBROOM APARTMENTS THEREFORE, MEETS THE FLOOR AREA TREE GRATE HYDRANT T� - I JUNCTION BOX I 1.125 SPACES PER BEDROOM (1.54.75) RATIO REQUIREMENTS BICYCLE ° ro ` 8 SPACES REQUIRED TOTAL RACK s EXISTING SEE SHEET 7 EXISTING PROPOSED PARKING: FOR LANDSCAPING (7 SPACES) `� 24" RCP BRICK PAVERS IMII'1`, ill' \' O EACH END SITE SPECIFIC NOTES- 1. THE OWNER & DEVELOPER OF THE PROPERTY IS WORTH ACQUISITIONS, LLC. THE SUBJECT PROPERTY IS LOT 5, BLOCK 4 AND LOT 9, BLOCK 5 OF THE W.C. BOYETT ESTATE PARTITION SUBDIVISION. THE PROPERTY IS ZONED NG-3, NORTHGATE RESIDENTIAL. / 2. PROPOSED BUILDINGS ARE TWO, THREE-STORY TYPE VB-SPRINKLED. 403 COLLEGE MAIN IS 6155 SF WITH HEIGHT OF 29' 9 Ys", AND FF=350.00. 408 COLLEGE MAIN IS 5716 SF WITH HEIGHT OF 29' 9 A", AND FF=351.50. 24" 3. FIRE FLOW HYDRANT DEMAND IS 2,500 , GPM. WITH A FIRE SPRINKLER SYSTEM, THE REQUIREMENT IS 1,500 GPM. THE EXISTING HYDRANT AT COLLEGE MAIN AND LOUISE WILL PROVIDE THE HYDRANT FLOW 6" 15» ! FOR THIS PROJECT. , "R EXISTING OJ r [-35 1--15" " 3 min. " 15-�-36"-] GAS UNE s` 4. THE DENSITY IS 41.9 UNITS PER ACRES (13 UNITS AT 0.31 ACRES). ti 10 o . 00 5. THIS LOT IS NOT WITHIN THE 100-YR FLOODFLAIN ACCORDING TO THE FIRM FOR BRAZOS COUNTY, 3» ,4- Y"R » �'�� 0 GAj�7� TEXAS AND INCORPORATED AREAS, MAP NO. 48041CO305E, EFFECTIVE MAY 12, 2012. 5044' 9" PROPOSED yop �� OFg00! » E`s � .p off, 6. THE STORMWATER RUNOFF FROM THIS DEVELOPMENT WILL BE DISCHARGED INTO THE STORMWATER „ 35 c "SEWER cOO.c� `� �� COLLECTION SYSTEM OF COLLEGE MAIN. DETENTION IS NOT PROPOSED FOR THIS TRACT. 4 » I +� » l q�y��'�c. 7. DRAINAGE INFORMATION AND DETAILS WILL BE PROVIDED ON THE GRADING AND DRAINAGE PLANS. 1 „ » �0-1- 6 T 10 o » 38. THE DEVELOPED AREA FOR THIS PROJECT 1S 0.31 ACRES (13,486 SF). 3 2 NOTES: cC5" PROPOSED TRASH ENCLOSURE G' FOR 90 GAL RECEPTACLES 9. THE IRRIGATION SYSTEM MUST BE APPROVED AND INSTALLED PRIOR TO C.O. T_j » » (6' WOODEN FENCE W/ GATE) PRE- APPROVED EQUIVALENT. 1. MODEL' INVERTED U BIKE RACK OR ' S 10. TRAFFIC IMPACT ANALYSIS IS NOT REQUIRED. 3" 1 ` 2. ALL SURFACES SHALL BE � BC IS ON 11. SOLID WASTE PICKUP WILL BE PROVIDING BY THE COLLECTION TRUCK ENTERING THE PARKING LOT AND THE �- 4" 'fig- "#4 BARS ELECTROSTATICALLY POWDER COATED PR ' � OPERiY UNE 90 GALLON CONTAINERS ROLLED TO THE TRUCK FOR COLLECTION. 0;Y4" X 18" SMOOTH WITH POLYESTER POWDER COATINGS. 23.50 I GENERAL NOTES: EXPANSION DOWELS !I 1. CONTRACTOR IS TO VERIFY THE EXACT LOCATION AND VERTICAL POSITIONING OF EXISTING UTIUTIES + {128/412) AND SERVICE LINES WITHIN THE PROJECT AREA, WHETHER SHOWN ON PLANS OR NOT, AT LEAST 48 i + HRS. PRIOR TO ANY CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE DONE TO CURB DETAIL BICYCLE RACK DETAIL f \ EXISTING FACIUTIES. CALL 1-800-DIG-TESS. \ 2. ALL RADII AND DISTANCES ARE MEASURED TO THE BACK OF CURB UNLESS OTHERWISE NOTED. N.T.S N.T.S 3. ALL SITE WORK IS TO BE DONE IN CONFORMANCE WITH THE BRYAN / COLLEGE STATION 2010 (27) STEEL SLATS „ N BC IS ON \ STANDARD SPECIFICATIONS FOR WATER & SEWER AND THE CITY OF COLLEGE STATION STANDARD ARE FORMED FROM x 2„ SOLID p PROPERTY LINE SPECIFICATIONS FOR STREETS & DRAINAGE. Y4"x1 )i" SOLID STEEL STEEL BAR, WELDED 4" WIDE CURB TE AND GROUND BRICK PAVERS SEAT MEMBERS FOR EDGING 4. ALL UTILITY UNES (WATER, GAS, SANITARY SEWER, G.T.E., STORM SEWER, ETC.) SHOWN ARE TAKEN FROM BEST AVAILABLE RECORD INFORMATION BASED ON CONSTRUCTION U11UTY MAP DOCUMENTS 7 �• �. ,t„ .• 1" THICK OBTAINED BY FROM CITY & INDEPENDENT AGENCIES AND/OR ABOVE GROUND FIELD EVIDENCE. SHOWN SAND BED PROPOSED POSITIONS MAY NOT REPRESENT AS -BUILT CONDITIONS. 4" THICK CONCRETE 6" CONCRETE 5. ELECTRICAL CONDUIT FOR PARKING LOT LIGHTING WILL BE SHOWN ON THE ELECTRICAL SITE PLAN. #3 RE BAR (6" FOR DRIVEWAYS) PAVEMENT CLEARANCE 18" O.C.E.W BRICK DIMENSIONS: 6. ALL SITE LIGHTING SHALL COMPLY WITH SECTION 5.6.B.9.D AND SECTION 7.9 OF THE UDO. FOR 1/2" 7 1�f8" x 3 i13" x 2 11" -NOTES: ANCHOR BOLTS 7. THE PARKING LOT IS 6" DEPTH CONCRETE PAVEMENT TO MEET OR EXCEED MINIMUM CITY OF COLLEGE PATTERN: STATION REQUIREMENTS. 1. MODEL'STEELSITES SERIES #RB-28 BY VICTOR STANLEY INC. OR RUNNER LEGEND 8. LANDSCAPING AND IRRIGATION DESIGN & ANALYSIS WILL BE PROVIDED ON THE LANDSCAPE & PRE -APPROVED EQUIVALENT. LENGTH: BOND IRRIGATION PLANS. 6-FTNOTES: 0 O elO�� 0 qc o� R l 7 GARAGE SPACES . g... 8 TOTAL SPACES PROVIDED � Irfl �'1' O � B / 0.45' yc ,,Oo y°�l•�l`so'PFOFq C' 4.50' S yc90�y�c�y 403 COLLEGE MAIN: Fl HEIGHT-29' 9 Ya° 6,155 SF, FF-350.00 :%111+1III 'q 1 n 1+III+I' 1yi 8" HDPE 403 STORM DRAIN COLLEGE MAIN + I ,,If jIl 11 ' ,d11. , i, I wh•I IIIIII +��I 2X .1 �--, 1�`: �lIlI14 \ ,,IIIIIII�►4, , GRATE ! .. •,'' III cd" 170 0 P 00 CARPORT PARKING `1111 II 4" 0, Ol (9' X 20'-TYP) 8.50 � PROPOSED ELECTRICAL rI SERVICE S PROPOSED TRASH ENCLOSURE PROPOSED FOR 90 GAL RECEPTACLES 10' PUE (6WOODEN FENCE W/ GATE) 3.41 I a ?'� ° o ro o\ tiF l0o�o,F r ti `T 'P�.Gs y S OJ �jyFs�o PROPOSED 6" SEWER SERVICE EXISTING 6" SEWER PROPOSED 6" CONCRETE PAVEMENT PROP7SE 10' !°.� *o , °� °, ° Oo 4n � ' l°G9 '( oA `VN0` • . � .. �v ���1� ��}��=}ilk. �\\��\\ 9. THE BACK OF CURB RADIUS IS SHOWN ON THE DIMENSIONAL CONTROL PLAN. 2. ALL SURFACES SHALL BE 1. BRICK PAVERS SHALL BE HOLLAND ELECTROSTATICALLY POWDER -COATED STONE BY PAVESTONE IN RIVER RED 10. THE BEARING SYSTEM SHOWN HEREON IS BASED OW GRID NORTH AS ESTABLISHED FROM GPS WITH POLYESTER POWDER COATINGS. COLOR. OBSERVATION. 3. ALL WELDS SHALL BE POLISHED UNTIL 2• ALL BRICK PAVING SURFACES SHALL 11. BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE CITY OF COLLEGE STATION UNIFIED THEY DISAPPEAR, FORMING A FOLLOW A RUNNER BOND PATTERN AS DEVELOPMENT ORDINANCE. CONTINUOUS SURFACE. SHOWN ABOVE. 12. SOLID WASTE STORAGE AREAS, MECHANICAL EQUIPMENT, AIR CONDITIONING, ELECTRICAL METER AND 4, BENCHED SHALL BE INSTALLED ON A 4" 3. CONCRETE SHALL HAVE A 28-DAY SERVICE COMPONENTS, AND SIMILAR UTILITY DEVICES, WHETHER GROUND LEVEL, WALL MOUNTED, OR THICK CONCRETE PAD. STRENGTH OF 3500 PSI ROOF MOUNTED, SHALL BE SCREENED FROM VIEW FROM RIGHT-OF-WAY. EXTERIOR SCREENING MATERIALS SHALL BE OPAQUE AND THE SAME AS PREDOMINANTLY USED ON THE EXTERIOR of THE SIDEWALK BENCH DETAIL PRINCIPLE BUILDING. SUCH SCREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE, 1 COLORS, AND SCALE TO MAINTAIN A UNIFIED APPEARANCE. ACCEPTABLE METHODS OF SCRFENING VARIOUS EQUIPMENT INCLUDE ENCASEMENTS, PARAPET WALLS, PARTITION SCREENS, AND BRICK WALLS. N.T.S 13. PROPOSED SIGNS SHALL BE PERMITTED SEPARATELY IN ACCORDANCE WITH UDO. 14. THE FIRE SUPPRESSION LINE SHALL HAVE A LOCKABLE UD ON THE ISOLATION VALVE. THE LOCKABLE LID SHALL SUPPLY THE SAME PROTECTION AS THE AMP OR USA, LL562 LOCKING LID, AT A MINIMUM. AN ALTERNATE LOCKABLE LID SHALL BE APPROVED BY COLLEGE STATION UTILITIES DIRECTOR OR DESIGNEE, PRIOR TO INSTALLATION. TREE PLANTER NOTES: 1. TREES SHALL BE PLANTED IN A MINIMUM 4'-5' SQUARE AREA OF TOPSOIL EXTENDING TO A DEPTH OF AT LEAST 4'. A MINIMUM 6" GRAVEL BASE SHALL BE PROVIDED BELOW THE TOPSOIL FOR DRA!NAGE. 8„ THIS WILL ONLY APPLY IN AREAS WHERE THE SIDEWALK IS NOT STRUCTURAL, OTHERWISE CU SOIL MAY BE REQUIRED. 2. THE FOLLOWING SOIL SPECIFICATION SHALL APPLY: GRATE HALVES BOLTED TOGETHER W/ (2) X-130 A. THE CITY OF COLLEGE STATION WILL ANALYZE THE SOIL AND MAKE THE DETERMINATION AS TO ITS SS HEX BOLT & HEX QUALITY. THE CITY RESERVES THE RIGHT TO REFUSE OR REQUIRE AMENDMENT OF ANY TOPSOIL NUT W/ WASHER,. BRICK PAVERSI_ j THAT DOES NOT MEET THE SPECIFICATIONS OF TABLE 1 BELOW. B. ALL SOILS 2 EXCAVATED FOR S ALL BE MOVED TOFOUNDATIONS NON-PLANTGROWTH AREAS, OR AMEN ED TO MEET ALL SPECISOILS SPECIFICATIONS OF TABLET: SOIL QUA.L17YSTANDARDS SOLUBLE SALTS < 2.5 SODIUM ABSORPTION RATE (SAR) < 2.0 pH 6.0-7.5 SAND (Z) < 70 SILT (i.) < 70 CLAY (7) < 30 ORGANIC MATTER (7.) > 5 N.T.S MULL 1. NOTE: 1. SHUMARD OAK TREE, 4" MIN C. BEFORE TOPSOIL IS PLACED, -ALL AREAS THAT RECEIVE PLANTINGS WILL MEET COMPACTION 1. 60" X 60" NEENAH FOUNDARY CALIPER. SPECIFICATIONS. CAST IRON TREE GRATE MODEL # D. BEFORE THE TIME THE TOPSOIL IS PLACED AND PREFERABLY WHEN EXCAVATION 15 COMPLETED, THE R-8738-A1. 2. TREE GRATE -- SEE DETAIL. SUBSOIL SHALL BE IN A LOOSE, FRIABLE CONDITION (LESS THAN 1400 kPa) TO A DEPTH OF 20" 2• MATERIAL SHALL BE CAST IRON 3. BRICK PAVERS - SEE DETAIL. BELOW FINAL TOPSOIL ASTM A-48, CLASS 358 FINISH, NOT PAINTED. 44. NOTES. E. BEFORE TOPSOIL INSTALLATION, CONTRACTOR SHALL GIVE THE CITY 48 HOUR NOTICE TO ALLOWINSPECTION STANDARDS. OF THE SITE TO ENSURE THAT SUBSOIL IS FREE OF DEBRIS AND MEETS PENETRABILITY T i E GRATE DETAIL �AMEND7SO�IL�TPER Ti�l'�E PLANTER DETAIL l a�L' , F. THE FINAL RESULTING TOPSOIL MUST MEET ALL OF THE MANDATORY CRITERIA IN TABLE 1. IF N.T.S N.T.S EXISTING TOPSOIL FAILS IN ANY OF THESE REQUIREMENTS, CONTRACTOR MUST AMEND SOIL AND/OR IXIS7ING IMPORT SOIL ACCORDING TO THE CIT'S RECOMMENDATIONS IN ORDER TO MEET USTED HYDRANT REQUIREMENTS. 1" DOMESTIC 6" FIRE WATER SERVICE G. FOR TOPSOIL INSTALLATION SPREAD 2-3" OF APPROVED TOPSOIL ON EXISTING SOIL TILL ADDED SPRINKLER TO BLDG SOIL WITH A ROTARY TILLER THAT IS SET TO A DEPTH OF 6". ADD AN ADDITIONAL e OF NOTICE! THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF THE EXISTING UTILITIES AS SHOWN ON THESE 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 THESE PLANS OR NOT. THE CONTRACTOR SHALL NOTIFY THE APPROPRIATE UTILITY COMPANY 48 HOURS PRIOR TO ANY EXCAVATION. CONTACT INFORMATION: TEXAS ONE CALL:- 800-245-4545 LONE STAR ONE CALL: 800-669-8344 DIGTESS 800-344-8377 COCS ENGINEERING 979-764-3690 COCS UTILITIES 979-764-3660 BRYAN TEXAS UTILITIES 979-821-5865 ATMOS ENERGY 979-774-2506 VERIZON 979-821-4300 SUDDENUNK 979- -2 229 „ THE SEAL APPEARING ON THIS S c h u l z E n n e e ri n LLC JODOCUMENT AUTHORIZED BY SEPH P. SCHUCHULTZ, P.E., LICENSE 2730 LOngmire, Suite A NO. 65889 ON AUGUST 20, 2012. College Station, Texas 77845 ISSUED FOR CONSTRUCTION 979.764.3900 TBPE NO.12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR JPS J4E JPS 12-193 AUGUST 2012 SERVICE LINE TO a (PRIVATE) APPROVED TOPSOIL TO BRING THE AREA UP TO GRADE. C f) % T %~� ]{ /f� % ]� % % D �j T G LD. I(PRIVATE) 3. ONE EXISTING TREE AT 403 COLLEGE MAIN WILL BE REMOVED AS PART OF THIS PROJECT. - CONTRACTOR SHALL CONTACT CITY OF COLLEGE STATION PUBLIC WORKS DEPARTMENT SO THEY CAN COLLEGE STATION TEXAS SALVAGE THE TREE, GRATE, AND SOIL AFTER THE CONTRACTOR HAS REMOVED THEM. 6" ISOLATION VALVE SEE GENERAL 1" DOMESTIC NOTE #14 WATER METER 6x2 TEE FOR DUAL METER 1 W.C. BOY ETT PUE LAYOUT ONLY, OTHERWISE 1" TAPPING SADDLE PER WM 1" IRRIGATION UNIFIED DETAILS & SPECS. WATER METER (403 ONLY) 2" GATE VALVE WM (403 ONLY) PROPERTY UNE - - R.O.W 6" GATE EXISTING PUBLIC VALVE WATER MAIN NOTE: 2" GATE VALVE & IRRIGATION METER WILL ONLY BE INSTALLED AT 403 COLLEGE MAIN. ALL METERS & W-12 W-12 VALVES SHALL BE INSTALLED WITHIN THE EXISTING PUBLIC UTILITY EASEMENT 12x6 TAPPING & NO LESS THAN 5' FROM THE OF 76 JOSEPH P...SCHULTZ ESTATE PARTITION SUBDIVISION BLOCK 4, LOT 5, VOL. 100, PG. 440 - 0.14 AC BLOCK 5, LOT 9, VOL. 100, PG. 440 - 0.17 AC 403 & 408 COLLEGE MAIN COLLEGE STATION, BRAZOS COUNTY, TEXAS FEBRUARY 2012 OWNER/DEVELOPER: APPLICANT: ENGINEER: Worth Acquisitions, LLC Worth Acquisitions, Inc. Schultz Engineering SADDLE PROPOSED BUILDINGS. 00-Old-College Rd. 4400 Old College Rd. 2730 Longmire, Suite A TYPICAL WATER SERVICE DETAIL DRIVEWAY SPACING Bryar�1'io1 FO B an, TX 77801 College Station, TX 77845 (979)" 03-��`2It 1 (9, 9) 314-9070 (979) 764-3900 N.T.S SCALE 1:40 U'ANCE ;i k I At -Ili � 1 71117 1 FIRM # 12327 SCHULTZ ENGINEERING, LLC COLLEGE MAIN LOFTS BOYETT, BLOCK 4, LOT 5 & BLOCK 5, LOT 9 403 & 408 COLLEGE MAIN COLLECE STATION, TX 5.1 0 `'SI0 +3' TE PLAN ...�....,��� - REV1E_Vv1ED FOR COMPLIANCE ! AUG Z 1 201Z j#/ COLLEGE. SlAfION ENGINEERING SCALE VERTICAL HORIZONTAL PLOTTING SCALE: 1:1 FILE NAME: 12-193 i� Icm I , D 1 I 1Z���jr7l EXISTING 3/4" PVC IRRIGATION �j � LINE IN 2" PVC SLEEVE � 0, rn STAGE I & II: SILT FENCE 10 5 0 10 L INSTALL ±194 LF SCALE IN FEET � 3 I� xxx>�/\wx> /♦ � I e � • a ',��'a• e • d ' f .. - .. ' d •• " ' .d• -d' a .. a ': j j yl I ON'CEll OORD ATE W/ COORDINATE W/ HOME OWNER HOME OWNER �' I " TO REMOVE 403 TO REMOVE / / WOODEN FENCE COLLEGE WOODEN FENCE MAIN COORDINATE W/ CSU O OOO a ' TO RELOCATE LOW J �?.� • w HUNG ELECTRICAL I ( TREE GRATE & CU OHO a °• SERVICES (X2) REMOVE TREE, , SOIL CONTACT COCS PUBLIC WORKS a ,< ,� DEPART SO THEY CAN SALVAGE. a. j CAP IRRIGATION SYSTEM. e j��////�/////// /jj/ In // • m jj/ �j b w •m �• ••a- w• !' ° .A,• tea• a .b •a'.'�.�. e��p ° A' —•• �s s a w 4� —•-_a —►- •OFE/ _.O_ •.s---A �,'' 4. • ? e-. G --b': �4— •�. -"'��� . Y. !nI �n 4 !aa •' r° !a' .a►~. e nwp• ' A• �v�6°�, •Da a �e. ,- .aw wa a •:a ,a gype... . a' •- s' '°i' a8 w , aA.• a °• -' —w '°�•T' •`° .. °• a • a a•w �_�' '!•.: a DRAIN • o° & a • a a, •qViA a:. A* PROPOSED PROPOSED REMOVE &DISPOSE: STOEXISTING CURB INLET DRAINAGE !STORM n.& f5 LF, 24" RCP GE .a p' w �. p ,a'", a •w ••a v is . a . ° i ° • ' ea ' a a w ; a ° • . ��� _, s' ° _ ' a • a s 'a a. v ' ° a w ,. a' a' a � w' n , i •� ; a' . tt a w: -•a----•••.-r. �—i- •� "�� •-` '. � •;- • .—b 6. 'a • • ° • �.. a w ► a '--' • a a . s s I y ►. 'a. w .LIE .t VE .eT,�•. •a 'STAGE I: SILT FENCE ds___r__�• �'e(-jE.... ° :LIE' STAGE II INLET �tJE •� ..s "•LIE: - .(�E --•�U� ' REMOVE -49.3 LF U. a b• . a • OF EXISTING �s y a p ; .' . ° a INSTALL f143 LF a a. a PROTECTION a a'� > t> . •a •s•• 4. s i . w a YRIBBON CURB / I v 4 s a ° . E �6 • ' a se ov y a sa t' .a wa• ;. ► a s e w. A .► aG: r; a .y ° t a 6 °• I S S ♦S S S S S S S— 3 f rn LIMITS OF BRICK PAVER REMOVAL - SALVAGE I BRICKS FOR REUSE i ONSITE (TYP) I 0) I I 6" MIN. DEPTH STONE (ASTM D448, 3" TO 5" DIAMETER) OVER GEOTEXTILE FABRIC WITH SAME SQUARE FOOTAGE. .*MINIMUM 12' SHALL BE FULL WIDTH OF SITE ENTRANCE VARIES 50' TO 100. EXISTING STREET NOTE: 6" MIN. DRESS WITH ADDITIONAL STONE AS NEEDED. STONE IS TO BE MAINTAINED SO AS TO PREVENT CONSTRUCTION TRAFFIC GEOTEXTILE FROM TRACKING MUD ONTO FABRIC ADJACENT PUBLIC STREETS. SUBGRADE CONSTRUCTION EXIT DETAIL N T.S E /I SAND BAG Uj I ( 01 ;:. IdL , LIMITS OF BRICK PAVER I EXISTING 1/2" PVC IRRIGATION - REMOVAL -SALVAGE LINE IN 1 1/2" PVC SLEEVE �I 0 BRICKS FOR REUSE i i rn ONSITE (TYP) STAGE I & 11: SILT FENCE .. ... INSTALL 143 F\ LF LIMITS OF BRICK PAVER v Cn 'a Y •—�Q • Tom'—�—�-q---�• v i• v VA G � • r REMOVAL SALVA E -. . . •d' . f ► r v Y b' p ► o ►• rn BRICKS FOR REUSE _ m ONSITE (TYP) REMOVE CONCRETE f / / / j ° ° > .. BENCH PAD �j�jj�j/��/�j/// j/j�/��/jj/ . / j� .� "..: • ;,. .o: •.' REMOVE &REPLACE ' (BENCH MISSING} / • it caNcSTREET/ • 4. CONCRETE / , / a f 9.. INCLUDING AREA FROM � , • •' C SAWCUT TO NEAREST REMOVE t44.1 LF • .�ii .. � / / e 408 / , m / l l OF C r- /cn CONSTRUCTION JOINT CUR � COLLEGE .°. C. I N / REMOVE 50 LF •, , 4 �• rn EXISTING MAIN e OF EXISTI / . 4' c� / RETAINING WALL / •• � 6 cDil J i REMOVE TREE, TREE GRATE, & CU SOIL / / ; j / '°`• C i CLEAR & GRUB i / R B / • SALVAGEFOR REUSE ONSI EVE/ TI REM OF U43.4 LF ! 41 IRRIGATION SYSTEM TO NEW LOCATION. a A' a 4e EXoSTING TREE ; e • e 4 a e4 a ' e e �' Y . ► Y CURB 4 ( c) s• .ai,n P 4' yea. •a—° a• --•IL,° ,�.,_- a ' ,y° _,.•.-a,. COORDINATE W/ °, v� e je :'I s• '�e d e ° a e' 'a 4 e Ae ° a y 4' a w d 5 4, VERIZON TO a e td e < a RELOCATE D C CAT COORDINATE W CS •.! •'a / REMOVE & DISPOSE: " e • ;PROPOSED 9' : I d a e . a a SERVICE TO RELOCATE STREET e - -. STORM • a ' � • PROPOSED c LIGHT POLE c EXISTING CURB INLET ° "; r•° d f,' 4.a cI. DRAINAGE =� s STORM `_' 4 t5 LF, 24 RCP ¢. A. .° a a , a a • . e 4 DRAINAGE �' a a / <' ST a' a d ,d COORDINATE W ' 1 ST �_ •^ ' t. a e4 ° •d. a` ' _�-v _ _ -�- b O e . SUDDEN LINK a (n d 4 I �4'a' S a 'g ; a: :° • TO RELOCATE 4 rn D T e„�- -is--a � = cn .T.d.�� -- 4 4. A '" SERVICE {I :e G ° d ° 6 a e r 94 • a . N 1° ,a : .. e,'. . ,e _ .Q. a a e ,a .. •.° - . 4• •�. :�• . f a• - •'4' e C STAGE II INLET ! e e, STAGE II IN d ' -N-i d a f •• .a.a . a �. .e. . �. 4 �4 �', ° a ; • a °�• ' d .'° :d. v. - e . ••� STAGE 1: SILT FENCE ° m - PROTECTION �I REMOVE %v d e ' • PROTECTION e 4 _ �j ( d d, a a. a INSTALL ±144 LF STAGE It INLET I ADA RAMP a� ; d _ ;' ,. Q I I� PROTECTION ° & CURBING e ! d' ". t •' e• d :r d e `d d '° e b e- a s ,a e : a'd a ° e •.e• •d , e' 4 a 4A a d REMOVE BENCH & „i I L a I d d `D" CONCRETE PAD AND SALVAGE BENCH I I I FOR REUSE ONSITE i y i LIMITS OF BRICK PAVER D a REMOVAL - SALVAGE rrri v; BRICKS FOR REUSE G� ... c i ONSITE (TYP) N m Ii I J I EROSION 3c SEDIMENT CONTROL NOTES: 1. THE CONTRACTOR SHALL FOLLOW THE REQUIREMENTS OF TPDES WITH REGARDS TO STORM WATER QUALITY PERMITTING, 2. CONTRACTOR SHALL DEVELOP HIS OWN SWPP PLAN AND MAY USE THE INFORMATION CONTAINED IN THESE PLANS. 3. APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY CONSTRUCTION. 4. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO USE WHAT EVER MEANS NECESSARY TO 2"X4" WIRE MESH MINIMIZE EROSION AND PREVENT SEDIMENT FROM LEAVING THE PROJECT SITE. FASTENED TO T=POST 5. THE CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTING, INSPECTING, AND MAINTAINING THE EROSION AND SEDIMENT CONTROL DEVICES. SEDIMENT CONTROL FABRIC FASTENED SECURELY TO 6. CONSTRUCTION EXIT IS TO BE DRESSED WITH ADDITIONAL ROCK AS NEEDED AND MAINTAINED T-POST & WIRE MESH SO AS TO PREVENT .CONSTRUCTION TRAFFIC FROM TRACKING MUD ONTO ADJACENT PUBLIC METAL T-POST 8" OF FILTER FABRIC TO EXTEND STREETS. AS REO'D. TO MAINTAIN. INTO A TRENCH AND BE ANCHORED 7. INSPECTIONS SHALL BE PERFORMED EVERY 14 DAYS AND AFTER EVERY RAINFALL EVENT OF SPACED 6' APART WITH COMPACTED BACK FILL Y2" OR MORE. ALL EROSION CONTROL DEVICES SHALL BE CLEANED OF SILT (AS NEEDED) AFTER EVERY RAIN. SILT FENCE AND/OR ALLOW 2.5' TO 5' AT TOE OF HAY BALES TO BE SLOPE FOR SEDIMENT TO 8. THE CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH THE TPDES GENERAL PERMIT NO. ACCUMULATE. ALIGN FENCE TXR150000 REQUIREMENTS FOR CONSTRUCTION SITES. USED IN AREAS OF ALONG SLOPE CONTOURS. DRAINAGE FLOW. 9. ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED BY NATURAL GROUND pIREC►1rON OF SOW CONSTRUCTION SHALL BE ADEQUATELY HYDROMULCHED OR BLOCK SODDED, AND WATERED 11 UNTIL GROWTH IS ESTABLISHED. ALL EROSION CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS COMPLETE NOTE: - f11VV 1mr-111 ACMVVr-V DI l♦VIVIRHI.IVR. - 1 TEMPORARY DEVICES AROUND STORM DRAINS ARE USED TO DETAIN AND/OR FILTER SEDIMENT -LADEN RUNOFF. THE 4"X4" MIN. TRENCH 4" 20" 10. SEE SHEET 1 - GENERAL NOTES PROTECTION ALLOWS SEDIMENT TO SETTLE PRIOR TO DISCHARGE INTO A STORM DRAIN INLET OF CATCH BASIN, SAND DEMOLITION &CONSTRUCTION NOTES: I BAGS SHALL BE UV RESISTANT AND MUST NOT DEGRADE DUE TO ATMOSPHERIC CONDITIONS. SAND BAGS SHALL BE REPLACED UPON FIRST SIGN OF DETERIORATION. SAND BAGS SHALL BE INSTALLED & MONITORED THROUGHOUT THE 1. SEE SHEET 8 FOR TRAFFIC CONTROL PLAN. PROJECT UPON INSTALLTION OF AN INLET. 1 SILT FENCE ASSEMBLY 2• ALL WITHINOTHERLIMITSNOFCTIVITIES, TO DISTURBED AREALUDE SHOWNLONRITHIS PLAN. GRUBBING, AND GRADING SHALL BE STORM DRAIN INLET PROTECTION 3. THE CONTRACTOR SHALL , FIELD VERIFY AND LOCATE ALL EXISTING UTILITIES ON SITE PRIOR N.T.S TO DEMOLITION. I N.T.S 4. THE CONTRACTOR SHALL INSTALL ALL EROSION AND SEDIMENT CONTROL DEVICES, AS SHOWN, j PRIOR TO COMMENCING DEMOLITION WORK. 5. THE CONTRACTOR IS RESPONSIBLE FOR HE PROTECTION OF ALL UTILITIES THAT ARE TO REMAIN IN PLACE• I f 6. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO AVOID DAMAGE TO ANY EXISTING ROAD ' SURFACE. 7. ALL EXISTING ITEMS THAT ARE TO REMAIN IN PLACE WHICH ARE DAMAGED DURING CONSTRUCTION SHALL BE RESTORED TO ORIGINAL CONDITION, OR BETTER, AT THE SOLE EXPENSE OF THE CONTRACTOR. 1 8. SHOULD ANY EXISTING UTILITIES NOT SHOWN OR SHOWN INCORRECTLY ON THIS PLAN BE FOUND ON SITE, THE CONTRACTOR SHALL CONTACT THE DESIGN ENGINEER IMMEDIATELY TO ' DISCUSS ANY POSSIBLE CONFLICTS BEFORE PROCEEDING WITH ANY WORK IN THAT AREA. 1 I HE SEAL APPEARING ON THIS S c h 8� It Engineering �,,.Lc:DOCUMENT WAS AUTHORIZED LICENSE BY JOSEPH P. SCHULTZ, P.E., LICENSE 2730 Langmire, Suite A NO. 65889 ON AUGUST 20, 2012. • College Station, Texas77845 ISSUED FOR CONSTRUCTION 979.764.3900 TBPE NO.12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR JPS J4E JPS 12-193 AUGUST 2012 ...... JOSEPH P. SCHULTZ , • 658� 1 •�ii��� �-2�•- I2 FIRM # 12327 SCHULTZ ENGINEERING, LLC COLLEGE MAIN LOFTS BOYETT, BLOCK 4, LOT 5 & BLOCK 5, LOT 9 403 & 408 COLLEGE MAIN COLLEGE STATION, TX DEMO &EROSION CONTROL PT fCV1E D FOB COMPLIANCE AUG 2 1 2012 COLLEGE 61 j 1­10� ENGINEERING SCALE VERTICAL HORIZONTAL PLOTTING SCALE: 1:1 FILE NAME: 12-193 t I i 3 INSET A °, a RETAINING WALL SECTION A A. NI GRADING 'CALL=OI jT LEGEND: N N.T.S I a' N.T.SUj R MATCH GRADE 0 : NG -. NATURAL`..GROUNb I 351.14 cn I 3�9 TOP OF PAVEMENT TC/TF2 PROPOSED n I TC TOP OF CURB ! BRICK PAVERS rn TR - .TOP OF WALL PROJECT BENCH MARKS : 3 350.50 + :. TW -'.TOP OF .WALK . ..:. -.. "X" IN TOP OF CURB 35 0 d. a TWATP ( I TS - ' 70P OF STEP ELEV = 350.87 TI - .TOP OF INLET I FIL -FLOW LINE 45' HDPE $.60 LF 8 r Y „ " (HORIZ. BEND) TP 30.85 LF 8 \ \ HDPE C�? 0.75% HDPE @ -0.75% I .' : ' 'm \\/ \\/\\�\\/� E 8X8 HDPE .: 351.26 ING N 31.62 LF 8 c m 349.00 TG HDPE ®0.75% 349.88 11N MATCH GRADE \ / & RNON Ssm Vm 1. NYL E (VERT.) GATE 348.66 NG 8X8 HDPE I of EXISTING I j 31.12 LF 8 \/ I' 8X8 HDPE / " S v, 349.25 NG - TEE (VERT.) W/ \ TEE (VERT.) W/ ' 349.88 TW .' PAVER 4 .20 TW HDPE ® 1.00% �� \ 7.87 LF 8" 8X8 HDPE TEE VERT.) 351.29 NG� 1 8X8 HDPE -.- 349.50 TG NYLOPLAST GRATE NYLOPLAST GRATE j PARS '. BRICK - 349.90 TW TEE HORZ. 10 5 0 10 ROOF DOWN-SPOU I I 49.25 ITW 351.38 TW HDPE ®-1.00% W/ NYLOPLAST (GRATE 351.38 TW N ( ) 347.07 FL 349.88 TW 349.88 TW 349.88 TW 349.88 TW CONNECTION 3 9.25 TG 349.11 TC/7W _ �� 348.50 NG ' 1.96 LF SCALE IN FEET 349.88 TW 350 s7 NG % 351.40 TW x 349.88 TW 349.88 TW 349.88 TW I / _ ► t 51.42 TW 8X8 HDPE 351.38 TIN 5 " - 8X8 HDPE �� 351.40 NG ._.. TEE HORZ. 1.30 NG -1/1 i - d i d ,• : ° �. d A' 347.35 FL; - j349.60 TI �347.43 FL/ I :3 9.37 TW 350.40 TR TEE (VERY.) W/ ( ) 351.38 rn 0.75% ' < 349.60 Tti . a 349.60 TI 349.88 TW . 349.60 Ti , ; a e %/ �� 349.30 TW i t _ ' A/in�i�ni� %, NYLOPLAST 'GRATE 351.38 TWT351.38 TW 351.38 TW 351.38 TW 349.92 TW } 1.32% 35a.08 TS _ 347.66 FL _ 5.00 LF 9�0 TVA -- • 4 "„- ;b 4 ' 347.12 FL °. d : d ,/349.92 TW d , ///�' ' / , e i ! n 347.38 FL ° 347.15 FL d d • 349.9a TW, : + , a / /' 1 53% 351.50 7S 348.08 FL 347.89 FL , r a 351.10 Tl 0 347.98 FL 351.10 TI / , / / /////i/i//i/ /ii /% /putt////i MATCH GRADE - - _ 8 HDPE /�, /// I' / /, / / 8.28 LF 8" / / /- - - 348.a FL cn / , / /� /� / ///349.92 TW // ' „ / % /� a / rN TW / / / / , / / / / , / 349.90 TW , / 43 TW /%/////f/�. ; e ,r ® 0.75% ¢ a 349.92 TW , /i /////// i / %i / ' , / / /HDPE ®-0.75% 8.06 LF 8 i /�/-• / r OF EXISTING /, . y b > ' o i �. ,///� / / / / / / / / /{ //i�r-�rii/.F��L 1 349.21 TC . /35096 TS • j >'. .42 TW - /'351.42 TW.351. 2 TW / 8X8 HDPE . / / �.,BRICK PAVERS 10TI'U /DPE 8X8 HDP/. / ///, /�/, //,.. /. //i.,//HDP.75% D 45' HDPE 8X8 HDPE ,'///,J 350.42 y5/ /� ROOF DOWN+ E(HORZ.) 349.92 TW " 349.41 TC/TW / 1.42 TYV / 31 42 TW / /. /(HORIZ. BEND) ° d . /VERT. W/ TEE (VERT.) W/ TEE (HORZ.) 2.73 LF 8 •349.68 TW /� f 16.31 LF 8 ///// 'CONNECTION ) 1349.43 TW��GRATE NYLOPLAST GRATE 349.92 TW HDPE ®- 0.75% Zvi//�I + 349.44 TC / �e/// /TW ..- � � , .//�. ���/ // /, //•HDPE ® 1.00% /.1.92 LF 8" 349.52 TC TW V - " ROOF DOWN -SPOUT 1 1 / 349.31 TC TW „ / 1.92 LF 8 I 1 349.46 TC/TW ... / /.351.42 TW HDPE � -1.00% 347.58 FL I 6.76 LF 8 /�/ d� d.• ,• I a % HDPE 0.75% { •, HDPE ®0.75% 1 �//�,1 / c�.e. I / .'�,I I I 45' HDPE i / d °.d CONN CTION 112.40 LF ° I1� . " 33.13 LF 8 _ :I-349.71 TW 348.96 TPi/ /,349.37 TW (HORIZ. BEND) 1.88 LF 8" HDPE ®-1.OD% HDPE® 0.7 . c 349.53 TI 18.42 LF 8 HDPE @ -0.75% ROOF DOWN SPOUT 403 ,/„ y,� - ��� 349.52 TW { 8X8 HDPE TEE (HORZ.} 45' , ° +t a ° j HDPE ®0.75% I 1 CONNECTION , COLLEGE 1 FF-350.00 1 T--� 'ice // �' ' " 2.72 LF 8" I I 1 HDPE 1.00% 1 i 4. A" 347.60 FL' / 1 MAIN 349.60 TP/TW/TC 349.58 TW (HORIZ. BEND) i » a DOWN -SPOUT 6.54 LF 8" 348.90 TP ice. _ °. d : 4' can CONNECTION HDPE @ -0.75% , „ „ , I f 349.50 TP TW TC _6 ,,,,�' n 349.64 TW I HDPE ® 1.00%' I i I 31.3Q LF 8 ' 2.72 LF 8" - a a a L r a ,.,. ,1/ / 1. / ♦ / % I //1• ///349.78 TI��C../; / / 349t_0 TW / 1 I 1 FF=351.50 I 408 I HDPE C� -1.00% 1 % / / ROOF DOWN -SPOUT COLLEGE HDPE ® -1.00% 349.90 TP C, / / CONNECTION a 349.70 T - I 45' HDPE / / / /� / / � •/ /;/ j�//, . ;� /��j ' 1 �/ I / a 34 .70 TP ! p . • i / /j/ / / ////////. / i /. / �/ , L • 349A4 TP / 349.70 T J - , a s. A;• �' / {HORIZ. BEND) / j/ j////,/ / /// �j / / / j/ / / / ,,, , / „�i, ,,,,, o•/ ,,,,..../ + 349.50 TC TW MAIN I ° \ -- .. - , , °.. _ / )/i /iiil / • / .I i / �' � �• % 51.20 TP c 4 :a 'd a• 'i 4 a ♦ .4• .4 4• a p _a .. i / /, / ,/ / / •y. t m. \ p 349.90 TP a I f I ��4r r�-� // a a. 349.90 TP 4' p• p'., a. o a a_ _ a _ �•� __ 1 j n •--� 348.1 TP _-_ 351. 0 TP / / , j/ • / // f/ / / / / (T7' ►� n --'d---iLp'_-.•__.�: tea--,_ __.. -a. .'-- �a-° T's a a---' s A +„ .e .a� pa s •pP• 'a q• '2.V4% I1t a fA � I I i .. ae r a' a •d. p-.. p q �a _ •' � . A � . I p '4 "� , '4 a , d • � rn n -48. 0 NG p p • ;'a : b d A 49 \ ° + 4 '• ° 90' HDP '•0.89% p a : ! . _ ._ j 349. i 9 TW d 350.30 TP TC . • ' 4 •a E n s + 6.61 %- i a. p a :'a e a a 0.88% I 49.6 d I "°3b 4 ° a351.25 TP a� I ° °� ., a 3 4 , „ P 1.40 TP' A 4 4 351.40 TP-**'• o 1 349.5 Q 'I J. a�•I I' - a BEND (VERT.) W/ s ". o ♦ a ♦ . z 80.31 �LF 12 a. 4 `I a. ( 349.59 TC TW a e , , a d o ° . •� •° ►- ' , •p • ' ° ° •., f Ms �` 1 / e 349.81 TP' , I- •4°4 e 4 °a7S'%-a' ° e4 In a NYLOPLAST GRATE �,. ,4 •A. p' a d. s ° ? ti' s4 ° °.. a HDPE PIPE i ; :> A e aA to a �., 349.15 TIP o 4 a ��j ,. ?a d 4u 2.6`Z% 4- o °. a d 4 4" '°. v v } u a p •I I p a a p I a P , v, Q ..� 4 . d9.79./ �I 72.23 LF 12 1i64% A i7• a' 4' .d i ! 4 a' p p a A , $ a' a a a © 0.50% a" ° > .d o. .1Q / I ° d 9 e 4 351.0 ° e A ° cn a ', o-i-00 0+25 1: 17�. I 349.16 TP ( rn 4° i t; 4/' d H Q e ° - ; 2x2 GRATE ° 4 v c ° , p e .p , - 0+50 'a • cdi A 1 ..i- _ ° DPE--1.25% d 4. •• Arn G 088% ° e. m. ° „ r ° a _a_::�„_ ,.-.-A - a a a _ r -.�� ( I °• O-I- d a 0+84 r a ►'� �%d I. d °,'A �. '° R ° INLET #2 d �'. e a d c -`S - .-.. t7 P C� • , d' ' d e' d I I• , d. 4 ,� a. 4 s • a d p • 4• 4 A s' p , 4 a' • a a: .�:• •'._� •"_"-k=. • �'- <<' "� d ° i. .. •A A a - ♦ .4 •p 1 p -�' 'a- ..•t.• 'Ai-. °'.ro:-- .� --� L7 .! °� •„'((�, 4, •,t .O O' A. .4. 'V+75 ,d �', d . a ♦_'a aa-•- --•6= o a a a/b• a I' a ST -�- I'a 0-f S e °. & En p - . -�--• p---- °. •349.14 TI a " p 'b , a I V •� ° ST 0-i'0 d p 0-} 25 ° e 1,�+1% A q' T i+ m d A A ' Zx2 GRATE , ,- -� ^� �t°' .4 ° t °' I `a• , °° + a.. d p 4 a a a 'p A a g I a • • - O a )) .-47 . �^.yd ° E1 d 4: v .. 0 4 d D •.. , :° 8 x2 GRATE & ST I ._,r7. o °- - a a d Ut + + + e s R INLET #1 A p•' p1 a•- . a @ a• .a �; p ° ^� A A a e , d 4 p a ° .4.87% "' JUNCTION BOX #1 �� I� 49.25 TW a dd• ° d 4. . A' 350.62 TI 4• a ° ,A a. a 'd .6 .a ,n o wa ••° t,,a' •p a a• .. - p _T-•�. b d ..a •d 'a E U Is ---tvv - -r et1 E = U �lJ E 11 lU E �{ ----= CIE a 349.25 TP 49.31 TW . 4 ° a 4 qd d A a 349.75 P p• a6 G Yr' a e d 1 349.70 TP 'a ' <. 0 + Ca p .. 4 s. p N d 4I d 4' A• ° _ q e ° �'. ^35• p a 349.90 TP �.. 0.46BJ° .° I I' 1:64%' 2. ? a d q ° i ° e ^a , B.% d. _ !° „ . A d ' o g v d m a s • a d < ► ae + a p p .! 350.20 TC> 349.22 TP I 8x2 GRATE & d. 9 d °a < 6.0%• A. + d 350.25 d. 4. e ° EP 349.31 TP J 44 I I JUNCTION BOX #2 5EE ° I 4{° S SS S SS S S S 350.40 TC/ j + 349.88 TC INSET A tr'° 'al/351.40 TPy . ' ° 35i .40 TP .°:dd d• d{ �_ 349.74 TP/TW �349.38 TW I 4 A • °. ° d 351, O N 348.70 NG 350.04 NG 349.84 TW/TP/TC i; 1 I A d d I En 350.33 NG ) 0.98%`W ~ w-- 349.29 TP 350.00 TP \ \351.90 TC NOTES: - `/ �YX350.54 NG/ ' 349.31TP o ' 350.50 TW/TC �- 351.90 TC -�-- -+- N I 35i. 0 TC �i 1. STORM SEWER PIPE MATERIAL SHALL BE HDPE, AASHTO M294. TYPE S WITH r WATERTIGHT JOINTS AND MEET THE REQUIREMENTS OF THE INTERNATIONAL I �.40 TP i I 349.95 TC/TW� \35i.52 NG PLUMBING CODE. ALL PRIVATE STORM SEWER PIPE SHALL BE INSTALLED IN 34 0 TC TW : I 351.40 NG 352.08 NG ACCORDANCE WITH THE INTERNATIONAL PLUMBING CODE. 349•9$ Ty�l / 349.40 TP 349.90 TC v v ./ n { J 49.64 TP 349.90 /TC' 0.73 +` MATCH GRADE I I m 2. AREA INLETS MAY BE CAST IN PLACE CONCRETE ALL CONCRETE FOR a OF EXISTING DRAINAGE CONSTRUCTION SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE MATCH GRADE STRENGTH OF 4000 PSI. OF IXIS71NG G 0.98% + BRICK PAVERS " BRICK PAVERS & MATCH GRADE rc LL & DRIVEWAY 3. SIDEWALK DRAINS SHABE NYLOPLAST #0801 DI, 8 DROP -IN GRATES. RIBBON CURB OF EXISTING N I J PAVERS 4. STRUCTURAL BACKFILL AREAS ARE DEFINED AS ANY TRENCH SECTION UNDER / BRICK I + I i W/ BENCH PAD I OR WITHIN 3' OF PAVEMENT. ASSURE POSITIVE DRAINAGE ACROSS PROJECT SITE TO THE STORM WATER STRUCTURES. EAST JORDAN IRON WORKS GRATE & FRAME# V-4234 (0): EXISTING 5. PRIOR TO GRADING OPERATIONS, CONTRACTOR IS TO STRIP THE FIRST 6, OF 2 ® V-4234--END PVMT. SOIL WITHIN THE CONSTRUCTION AREA. CONTRACTOR SHALL PROOF ROLLTHE EXISTING 1 0 V-4234-CTR AREA AND REMOVE & REPLACE ANY UNSTABLE MATERIALS. PVMT• 6. THE CONTRACTOR SHALL FOLLOW THE GENERAL INTENT OF THE GRADING J1 I J I I LL L PLANS. MINOR ADJUSTMENTS TO THE ACTUAL ELEVATIONS SHOWN ON THE A I - - - - - - - - - - -1- �"-a. A GUTTER FLOWLINE GRADING PLAN AMY BE REQUIRED TO MATCH EXISTING GROUND ELEVATIONS I I ./ OF COLLEGE MAIN PROFILE SCALE: AND STRUCTURES / / / I L _ _ 2.0% I ! / / / , i / i \ \/ 1" = 40' HORIZONTAL 7. 8. ALL ELEVATIONS SHOWN ARE FINISHED GRADE. SEE SHEET 1 - GENERAL NOTES. 12" - ���. Y \ , _ I I I PROPOSEDI JUNCTION /\ /� ' 846% EXISTING GROUT PVMT. CHAMFER 1 90% 1 " = 4' VERTICAL -0+50,00 0+00.00 0+50.00 1+00.00 BOX �r 356.00 PUBLIC STORM GRATE INLET AND JUNCTION BOX CONSTRUCTION NOTES: ` . : A 1. SEE SECTION A -A & B-B FOR DETAILS. 2. TOP OF BOX & RING FRAME SHALL BE CAST -IN PLACE WITH ONE CONTINUOUS POUR AS PART OF THE PLACEMENT OF THE CONCRETE FOR THE RESPECTIVE DRIVEWAY. 8x2 GRATE & JUNCTION BOX- ' 358,00 3. EDGE OF GRATE IS TO BE PLACE LONGITUDINALLY AND ALIGNED WITH THE EXISTING GUTTER FLOW LINE OF COLLEGE MAIN. TYPICAL CROSS-SECTION I I I PROPOSED I PER PLANS \s��•> ' JUNCTION 4. GRATE & FRAME SHALL BE INSTALLED PER MANUFACTURERS SPECIFICATIONS. N.T.S BOX 5. NON -SHRINK, TRAFFIC RATED GROUT SHALL BE USED TO CHAMFER THE CUT PROPOSED DRIVEWAY EDGE OF THE EXISTING PAVEMENT, AS NEED TO PROVIDE A SMOOTH EAST JORDAN IRON FOR 403 COLLEGE MAIN TRANSITION OF GRADE. WORKS, GRATE # 348.00 V-5724-1 6. SEE GRATE INLET DETAIL, THIS PAGE. GRATE & JUNCTION BOX #1.: SECTION A A PAVEMENT A 00D1 A N.T.S - #0 TOO - STRUCTURE PAVING �p �CL7E iPER PLAN , , 344.00 PIPE O.D. 8 (6" MIN) COMPACTED CEMENT STABILIZED SAND, 1Xz SACK/CY, PUGMILL ONLY. SPE BY PLACE, TO FILL ALL IVOIDS TO AROUND PIPE. MANUALLY CONSOLIDATE AT OPTIMUM MOISTURE. THE TRENCH BOTTOM SHALL BE GRADED SO AS TO PROVIDE UNIFORM 12" MIN. AND CONTINUOUS SUPPORT FOR THE PIPE BARREL BETWEEN BELL HOLES BEDDING AND TRENCH BACKFILL FOR N.T.S. j MIN. 2'6" SQUARE 28-DAY CONCRETE STRENGTH=4000 PSI PLAN #4 BARS 12" O.C.E.W. O.D. + 6" MIN. SIDE WALLS - 6" TOP & r- BOTTOM SLAB #4 BARS 6" O.C.E.W. t'" 6" SIDE WALLS TOP & 80170M SLAB SECHONA A GRATE INLET DETAIL N.T.S. GUTTER FLOWLINE OF COLLEGE MAIN EXISTING PVMT. • I GROUT 2.007. 1.990% CHAMFER -1 - / GRADE / /\'PER PLANS it PROPOSED / • y \`U\`U JUNCTION \ BOX PROPOSED DRIVEWAY FOR 408 COLLEGE MAIN GRATE & JUNCTION BOX#2: SECTION B-B N.T.S THE SEAL APPEARING ON THIS C u Iz Engin e e r n LL DOCUMENT WAS AUTHORIZED BY JOSEPH P. SCHULTZ, P.E., LICENSE i NO. 65889 ON AUGUST 20, 2012. 2730 Longmire, Suite A College station, Texas77845 ISSUED FOR CONSTRUCTION 979.764.3900 TBPE NO.12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR JPS J4E JPS 12-193 AUGUST 2012 FIRM # 12327 SCHULTZ ENGINEERING, LLC 340.00 80.31 LF 12" HDPE ® 0.50% �o o a Z EVO O c6 a ON o a on tr r �- 0 �co o t� It OCNOC6 M N jz0to - Zzp o+d0- o mV)W No II z2 II NOM ro II E_� If mEj W z wFQ---�J �i z ¢w V)w m 1+50.00 356.00 PROPOSED 4X2 GRATE 1 STATION ( ELEV=349.2( NLET *83.52 348.00 344.00 340.00 -0+50.00 0+00.00 0+50.00 1+00.00 1+50.00 PROFILE: PROPOSED 12" HDPE STORM COLLEGE MAIN LOFTS BOYETT, BLOCK 4, LOT 5 & BLOCK 5, LOT 9 403 8c 408 COLLEGE MAIN COLLEGE STATION, TX PROFILE SCALE: *NOTE: LOCATE GAS &ELECTRICAL LINES PRIOR TO 1" = 40' HORIZONTAL DEMOLITION AND INSTALLATION OF PROPOSED STORM 1" = 4' VERTICAL INLETS AND PIPING. -0+50.00 0+00.00 0+50.00 1+00.00 1+50100 356.00 JUN+ STATION = ELEV 348.00 344.00 340.00 EXISTING GRADE PROPOSED 2X2 GRATE INLET STA1I0N=0+76.21 PROPOSED PROPOSED ELEV = 350.62 GRADE 'TION BOX 0+00.00 - = 349.21 1 / EXISTING GAS b,\° (APPROX.)* z o Do Q 1 � I f •W M n- 12" Q 72.23 LF125q ViDPE ® - W c\I r 0 O O M �a� oo N11 ll aN� a to �' zcD N 00d- YOco zF- j z+dr Z I Ot) WNw^�OM �zll N11 11 zll xo z II ?p wa� ZO>¢L�it z En W CO W m(n W WI I 356,00 352,00 348.00 344.00 340.00 -0+50,00 0+00.00 0+50,00 1+00.00 1+50.00 PROFILE: PROPOSED 12" HDPE STORM FOR 408 COLLEGE MAIN GRADING & DRAINAGE PLAN SCALE VERTICAL HORIZONTAL PLOTTING SCALE: 1:1 FILE NAME: 12-193 AUG 2 12012 COLLEGE Zni AAfION ENGINEERING O N 0 N N rn a :D n EXISTING i PROJECT BENCH MARK: CONCRETE Ij m N .. I "X"ELEV IN OP350.87OF RB PAVEMENT " rn I I - cn cy)I \ m 10 5 O 10 INSTALL SALVAGED � 0.45 .. :. CONCRETE SCALE IN FEET I - STEPS(x3) i.SdJ - 6.5" RISE W/ 0.47' TREE AND / TREE GRATE '� • [� - v e. . ' 4- d i r e .. a .. 4 G e + a WX .. , "TREAD 12 - FA d a, G779.�=_ e• ' •. .. °' .d 'a' .e •e. •d.,.: _ •a a .d ,4 .. '. „ % ,b 's • • s b .. 4. 'o s o g "•p p ' e . s o � s p•'• .. .. 6 WIDE 8.50 /// / - / � RIBBON CURB ,•. . -. Q .; - .� .. ' �' • '--�'e`�r'I-'-' ... .=o .. . • , Jt V • O ' / FLUSH W PAVERS c , / / RAMP 5.19 26.32' COLLEGE / j� . 4. ' a' MAIN I W a RUNNER BOND PATTERN / ! I 121.38'1 FOR BRICK PAVERS �, i / m • c ... � / � � BICYCLE 408 -Tr/ I 6" WIDE y •Y SHALL BE PARALLEL j COLLEGE / , / / / C I RIBBON CURB .� .r TO BACK OF CURB r*� / RACK I I I I I I I I I I I j/ ; Ai / i F//// MAIN 21.38' FLUSH W/ PAVERS v -. j / 'FIn . /iiiiiiW-6 W-6----�-pa 5.00 ffix, / 6 WIDE/ /I / V/00/0, / / RIBBON CURBi ///////%/, / PAVERS a r �FLUSH W/ / rI / / ( / I I ' 1 r . • m /_/ _/� _JJ/ _5.31' +7t / (n I % s ' s / L -./ /� - - _' - j / I / //,/ /. j/ J / / / / / // , / / i � 5.00 +I I /can 11.50 j / 11.50' i 23.50'�� / / PROPOSED 6 / / �' ,. / / i , i._ /.-"`/-,' 3 8' CONCRETE PVMT 7 ST T 23.50� / W / / / / / / / ;// 3.00/ i i' j / / ' / CONCRETE PVMT / % // // // r // / , r r/ , i �_/� � PROPOSED 6 / / cn /� / / // / // / / / 0 / r / / r % / / ' /� W / UE UE 'UE UE UE _-7-UE UE UE IU)= / , / / '� BEGIN STD 12.00' QI / / / I / / / / / / / 6" RAISED �/ /�. / r //, // / W f ` / ! / / / l / / / ✓� i ! i CURB r/ S s 5 S s S s s s TRANSITION 1 LF LEGEND EXISTING CONCRETE PAVEMENT PROPOSED LANDSCAPED W AREA PROPOSED BRICK PAVERS 1.e a '• PROPOSED CONCRETE SIDEWALK / PROPOSED 6" / CONCRETE PVMT BC IS ON PROPERTY LINE GENERAL NOTES: 1. MATERIALS AND METHODS FOR PAVEMENT MARKINGS SHALL CONFORM TO TXDOT STANDARD SPECIFICATIONS (CURRENT ;EDITION), WITH THE FOLLOWING EXCEPTIONS: 1) TYPE 11 MARKING MATERIALS NEED NOT BE PURCHASED FROM THE DEPARTMENT, AND 2) GLASS SM 6" RAISED CURB 6" WIDE BC IS ON FLUSH W/ PAVERS BEADS MAY BE OMITTED, BUT MARKING MATERIAL SHALL BE TYPE 11 6" 12» PAINT -TYPE MATERIAL. 6" 2. EXISTING PAVERS SHALL BE SALVAGE AND REUSED IN AREAS OF PROPOSED BRICK PAVING SHOWN ON THIS PLAN. ADDITIONAL PAVERS MAY BE NEEDED TO COMPLETE NEW INSTALLATION.; 6" 3. EXISTING BENCHES SHALL BE SALVAGED AND REPLACED WITH NEW CONCRETE PADS, IN THE LOCATION(S) NOTED ON THIS SHEET. 4. EXISTING STREETSCAPING AND TREE GRATES SHALL BE SALVAGED 6" AND REINSTALLED, IN THE LOCATION(S) NOTED ON THIS SHEET. 5. ALL ADA ACCESS PATH(S), SIDEWALK(S), AND PARKING SHALL BE ' ': ' ; IN ACCORDANCE WITH TAS. CURRENT EDITION. 7. SEE SHEET 1-GENERAL NOTES. TYPICAL CURB -CUT DETAIL (PRIVATE) N.T.S PAVEMENT CONSTRUCTION NOTES: 1. THE MAXIMUM PERCENTAGE OF FLY ASH REPLACEMENT OF PORTLAND CEMENT SHALL BE 20% BY WEIGHT. ITEM 360 OF THE TxDOT "STANDARD SPECIFICATIONS FOR CONSTRUCTION AND MAINTENANCE OF HIGHWAYS. STREET, & BRIDGES" SHALL BE USED AS A TECHNICAL SPECiFlCATION FOR REINFORCED CONCRETE PAVEMENT. 2. THE SUB -GRADE SOIL BENEATH THE PAVEMENT SHALL BE LIME STABILIZED TO A MINIMUM DEPTH OF 6" AT A RATE OF APPROXIMATELY 6% OF THE DRY WEIGHT OF THE SOIL. LIGHT BROOM FINISH JOINTS TO BE THE LIME STABILIZED SOIL SHALL BE MIXED TO PROVIDED A HOMOGENEOUS MIXTURE WITH TOOLED 1/4" TO 1/2" DEEP A MINIMUM pH OF 12.4 AND WHICH MEETS THE GRADATION REQUIREMENTS SPECIFIED IN TxDOT ITEM 260. THE LIME STABILIZED SOIL SHALL BE COMPACTED TO A DENSITY OF AT LEAST 98% OF THE MAXIMUM DRY DENSITY AS DETERMINED ASTM D698 AT A MOISTURE CONTENT FROM OPTIMUM TO 4% ABOVE OPTIMUM. THE LIME USED TO STABILIZE THE SOIL SHALL MEET THE REQUIREMENTS OF TxDOT ITEM 264. :. ;:. • :. . • :. • :. • 4„ 3. THE SUB -GRADE BENEATH THE CONCRETE SIDEWALKS SHALL BE COMPACTED AND ROOF -ROLLED. ANY WEAK OR SOFT AREAS SHALL BE REMOVED AND REPLACED. 4. A SAND LEVELING COURSE UNDER CONCRETE PAVEMENT IS NOT PERMITTED. 5. THE CONTRACTOR SHALL SUBMIT A PAVEMENT CONTRACTON AND EXPANSION JOINT PLAN TO THE ENGINEER FOR REVIEW PRIOR TO CONSTRUCTION. PRIVATE SIDEWALK 6. CURING COMPOUND SHALL BE APPLIED UNIFORMLY TO ALL CONCRETE AFTER THE CONTRACTION JOINT DETAIL SURFACE FINISH IS COMPLETE AT THE RATE RECOMMENDED BY THE MANUFACTURER. THE CURING COMPOUND SHALL MEET THE REQUIREMENTS OF TxDOT ITEM 526. N.T.S 7. SEE SHEET 1-GENERAL NOTES. HOLLAND STONE BRICK PAVERS BY PAVESTOME {TYP-SEE DETAIL) rri c OMVVIn UVYYCL OHM 1/2" DIA. X 18" O.C. (COATED W/HEAVY STEEL REINFORCING BARS GREASE) CONCRETE PAVEMENT PER PLAN :'•.-. T -T .•-'-.-.:' ­ra X 1 J NON -EXTRUDING METAL OR PLASTIC CAP, INSIDE 2 - M - JOINT FILLER DIAMETER TO BE 1/16" GREATER 8" LIME STABILIZED SUBGRADE THAN DIAMETER OF DOWEL BAR (EXTENDS 1' OUTSIDE THE EDGE OF PAVEMENT) NOTE: 1. EXPANSION JOINT SE4LANT TO BE SONOBORN SL-1 OR APPROVED * X=6" OR 8" AS SHOWN ON THE PLAN* 6" PAVEMENT - USE #4 REBAR ® 18" O.C.E.W. EQUAL * 8" PAVEMENT- USE #4 REBAR 2 12" O.C.E.W. 2. EXPANSION JOINTS SHALL BE SPACED AT 45' MAXIMUM INTERVALS. TYPICAL CONCRETE PAVING SECTION (PRIVATE) PRIVATE EXPANSION JOINT DETAIL N.T.S N.T.S SEAL WITH JOINT MATERIAL SMOOTH DOWEL BAR 3/4„ SIDEWALK NOTE: ..: • 4„ 1. SIDEWALK JOINT SEALANT TO BE SONOBORN SL-1 OR APPROVED =� EQUAL. 2. SIDEWALK EXPANSION JOINTS SHALL BE SPACED AT 60' MAXIMUM INTERVALS. NON -EXTRUDING JOINT FILLER METAL OR PLASTIC CAP, INSIDE DIAMETER TO BE 1/16" GREATER 3. SIDEWALK CONTRACTION JOINTS SHALL BE SPACED AT A MAXIMUM THAN DIAMETER OF DOWEL BAR INTERVAL EQUAL TO THE SIDEWALKS WIDTH. PRIVATE SIDEWALK EXPANSION JOINT DETAIL N.T.S i THE SEAL APPEARING ON THIS cii u z Eng neern g : DOCUMENT WAS AUTHORIZED JOSEPH P. SCHULTZ, P.E., LICENSE 2730 Longmire, Suite A NO. 65889 ON AUGUST 20, 2012. :College station, Texas 77845 ISSUED FOR CONSTRUCTION 979.764.3900 TBPE NO.12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR JPS J4E JPS 12-193 AUGUST 2012 /`���,�q•CE OF Tfy ., JOSEPH P. SCHULTZ * ..... . 6 • 1 NAI` FIRM # 1232-7 SCHULTZ ENGINEERING, LLC BOYETT, BLOCK 4, LOT 5 & BLOCK 5, LOT 9 403 & 408 COLLECE MAIN COLLEGE STATION, TX --t 4" }�- O ff4 VAKS I 1 0 %" X 18" SMOOTH EXPANSION DOWELS CURB DETAIL N.T.S 4" WIDE CURB tiQ_'. ;IMENSIONS: BRICK PAVERS FOR EDGING PATTERN: 7 91e" x 3 x 2 .. BOND '":L, - ;;c:o,4.r.. a� .••.,.. 1" THICK SAND BED .�••, ;r,•-yam_;, _ : •. ...,--• _.+mow :1.=•�•1 _ _>Y:-.- -�. , .: �_. q.iy-^. � '• is Y' ,�•: � ,. •` ""a, :' .Y•.��Y 4" THICK CONCRETE (6" FOR DRIVEWAYS) #3 REBAR 18" O.C.E.W .NOTES: 1. BRICK PAVERS SHALL BE HOLLAND STONE BY PAVESTONE IN RIVER RED COLOR. 2. ALL BRICK PAVING SURFACES SHALL FOLLOW A RUNNER BOND PATTERN AS SHOWN ABOVE. 3. CONCRETE SHALL HAVE A 28-DAY STRENGTH OF 3500 PSI TIMPTT PAITPID TIFTATT PAVEMENT N.T.S SAWED OR FORMED, SEAL WITH JOINT MATERIAL 3/8" TO 1/2" WIDE, 2" DEEP PER PLAN NOTE: 1. CONTRACTION JOINT SEALANT TO BE SONOBORN SL-1 OR APPROVED EQUAL. 2. CONTRACTION JOINTS SHALL BE SPACED AT 15' MAXIMUM INTERVALS. PRIVATE CONTRACTION JOINT DETAIL N.T.S PLAN, REVIEWED FOR COMPLIANCE SCALE VERTICAL HORIZONTAL PLOTTING SCALE: 1:1 FILE NAME: 12-193 AUG 2 12012 I COLLEGE 6 :,�A* f i0N o rIPLIAN EP 17 2012 , ENGINEERING yfPOF TFy •Z ...:......................... JOSEPH P. SCHULTZ ........................... FIRM # 12327 SCHULTZ ENGINEERING, LLC THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY JOSEPH P. SCHULTZ. P.E., LICENSE NO. 65889 ON AUGUST 20, 2012. ISSUED FOR CONSTRUCTION *c: Gp, I m j EXISTING a I � .• j I12" WATER I� N r !'� 6" PVC i'4 12X6 TAPPING SADDLE & VALVE 403 t COLLEGE f O+OO 0+t59 ua. MAIN I 408 PROPOSED *: HYDRANT • ''� ASSEMBLY <"� ;.::, • � A1� ::3:;.:n::":.: FIRE SPRINKLER ISOLATION VALVE Is r r WATER I { SERVICE, PROFILE SCALE: 1 " = 40' HORIZONTAL 1 " = 4' VERTICAL —0+50.00 0+00.00 356.00 PROF E 352.0( 348.0( 344.0( 340.0( OSED HYDRANT TA. — 0+03.21 PROPOSED FIRE SPRINKLER-- SOLATION VALVE PROPOSED_ 6" PVC 0+50.00 1 +00.00 —f 356.00 HYDRANT ISOLATION VALVE , =--------- ' EXISTING GRADE EXISTING 24" STORM DRAIN EXISTING 12" WATER MAIN _................. PROPOSED 12X6 TAPPING to L SADDLE o rnM I RMII NV)M NN+rtQ `ILL O oto+`- co +0►0 z + `c'MJ `Dtp _. II + ...................... . ILL zo �II cl o • 0¢W LL O Q O� N W WII' ................... = N cD i 352.00 348.00 344.00 340.00 —0+50.00 0+00.00 0+50.00 1 +00.00 Schultz En ineering, LLC COLLEGE 6" PVC LINE & r SCALE exHlerr ,e.nx .r `°" �b.,.� MAIN LOFTS PROPOSED HYDRANT., •a COLLBGS STATION, TEXAS PLAN &PROFILE FOR o = 403 COLLEGE MAIN .„r ,z.,� ri # � C i Engineering, THE SEAL APPEARING IZ THIS DOCUMENT WAS AUTHORIZED BY JOSEPH P. SCHULTZ, P.E., LICENSE 2730 Longmire, Suite A NO. 65889 ON AUGUST 20, 2012. College Station, Texas 77845 ISSUED FOR CONSTRUCTION 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR JPS J4E JPS 12-193 AUGUST 2012 :rrrsrar rrr,���� OF T£y -1 lS R a ;;td �.* JOSEPH..P...SCHULTZ font i, •III/�� y, § FI M # 12327 SCHULTZ ENGINEERING, LLC COLLEGE MAIN LOFTS BOYETT, BLOCK 4, LOT 5 & BLOCK 5, LOT 9 403 & 408 COLLEGE MAIN COLLEGE STATION, TX UTILITY PLAN SCALE VERTICAL HORIZONTAL PLOTTING SCALE: 1:1 FILE NAME: 12-193 I InWWW� '•a 'a��- 4�, e°•�rAi4 l�ll�a- e •Q� ". �,p� .•e•4� :p�• •- °A,.ap -•a• •-p•a.°•�• �p a ?!i{ ': 4Ql , °P - . eg••. I1{ 4.D• •.7e4T�--a . a . : 'aII'I . a=d..�;Ls.� s--p:.a1.-�a a 4I!!i-.•:. yam-5-iI!= Is `�• ' .-aa l.-e-' • !II -i .'1yA0 SCALE IN FEET 4 :.r,,• A �a1..•.. .:- i{II a 1.4" Ap -.----.lII •r-n4 .•4iII -- d.. •- �••.�e�tea'-•e-4•`'-.l'Psd-. .��,�� -ai'•♦•'`1-..!�. a.!a•4 , ►,•ea !iI{.a . •• IIIa! e a .,,pa. .. • - • .• !II! • "is1°.° ° : � .WiI1 e- d 4 UL 'd t 403 rn COLLEGE MAIN•o ,t= a a a -A D'3I IL �'4'•-" p•s-a � •4 a, p pa-• -0-«•' •'-'.E- .. 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NOTE: 1. 60" X 60" NEENAH FOUNDARY CAST IRON TREE GRATE MODEL # R-8738-A1. 2. MATERIAL SHALL BE CAST IRON ASTM A-48, CLASS 358 FINISH, NOT PAINTED. TREE GRATE DETAIL N.T.S 1. SHUMARD OAK TREE, 4" MIN CALIPER. a 2. TREE GRATE - SEE DETAIL. N 3. BRICK PAVERS - SEE DETAIL. N' 4. AMEND SOIL PER NOTES. PUBLIC TREE PLANTER DETAIL 01 a' N.T.S J_ J_ O O cn V) 1i- U_ O O F H 2-"T" POSTS. (TYP) BARE SOIL AREA (TYP)- NO TURF HERE NOTES: 1. TREES TO BE BALLED AND BURLAPPED OR CONTAINER GROWN 2. IF CONTAINER GROWN, REMOVE CONTAINER FROM TREE BEFORE PLANTING. 3. TOP OF ROOT BALL TO BE 3" HIGHER THAN FINAL GRADE. 4. TOP OF ROOT BALL TO BE EXPOSED. 12" TYPICAL TREE IN SOD AREA, SEE LANDSCAPE PLANS FOR LOCATIONS GUY WIRE THROUGH GARDEN HOSE (TYP) TOP OF ROOT BALL SHALL BE 3" HIGHER THAN FINAL GRADE BARE SOIL AREA (TYP)-NO TURF HERE PREPARED BEDDING SOIL BACKFILL (TYP) 1. FULLY REMOVE NATIVE SOIL TO THE SIZE OF CONTAINER. 2. FULLY REMOVE ALL CONSTRUCTION DEBRIS, TRASH, ROCKS AND ANY OTHER MATERIAL GREATER THAN 2" IN DIAMETER. 3. INSTALL PREMIXED SOIL CONTAINING 40% SANDY . LOAM TOPSOIL, 40% BLACK HUMUS AND 20% SHARP SAND. 4. DIG PLANTING HOLE WIDTH 12" LARGER THAN ROOTBALL ON ALL SIDES. 5. SCARIFY ROOT BALL. 6. ROOT FLARE SHALL BE EXPOSED. ROOT BALL TO REST ON NATIVE SOIL NATIVE SOIL PRIVATE TREE STAKING & PLANTING N.T.S THE SEAL APPEARING ON THIS fiz: Enneer�n LLC DOCUMENT WAS AUTHORIZED BY 7.::... ch u:. . . JOSEPH P. SCHULTZ, P.E., LICENSE 2730 Lvngmire, Suite A NO. 65889 ON AUGUST 20, 2012. College station, Texas 77845 ISSUED FOR CONSTRUCTION 979.764.3900 TBPE NO.12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR JPS J4E JPS 12-193 AUGUST 2012 8" DEPTH NOTES: I cz rji !. N N LI j 1 REINSTALL EXISTING TREE, TREE GRATE, & W CU 0 SALVAGED D FORM ONSITE. EXTEND Lf) f .J N C IRRIGATION SYSTEM TO m SERVICE THIS LOCATION. • a � 1 • _ ► „ e v ° •- •'� . .mod o _ (� .� °• , • vd .'� v•' V ea..�°sue. i -:'• --' 'v s ��, a :-sue• = Y ° vi.' v,s s w i m I' d d v' ' °• •v. .d:'1. . .. .v, 408 I ! t . • ` • • m to COLLEGE I I ! I I ! d: d e'°: a fin MAIN W W_6 II a a 4 -�-�� { ! I ! :b a I I If I! I ! I I I f I :. c .tl• C' I m u fTl e Q + m • a ~ ♦ 4 is «. a d ; d'° a' a 4a 4 4 ` '� �v I D 1 e a e e• a a. .o v4. ♦ e e 4' .s. e Q - a v N d 1 N2 d°e a a . e 4 e a e. v es• ♦ a_ a 'd a d b♦ a e e a• 4' G•. cn 77 j4A.:. 'Ge a .. • e 1 e• e d a 0 d 1 4 C ,a a �• d. jI d a 4 ° a. i v 4 d 4 • re 4 e. a' a ae C e d s a 'v 4, m C a J 4' a' a 4 d a a 4 e • •e .. •6 „ a• a 4 ♦ d 9 E N e. ,O ST �.�. S•I- �`. .� f1+ v•• v' a a 4� •<- ... <,�_. .i4 v. � a •v a - O $ a d ..i .va: :a °' ` v' r d o e i s • ,4' a ,4 d e e •d d a A. ° ♦ 4 A. v a n p N a+ is •o' e a d; �. a 4- .;4 e C e- d t o 4 '. ¢ e' 'e 4 .a • ' cn d: V a . d e d e o .4 .. v ° ° v d ♦ « e' t ~ A. a �• a d e• a �' ° .. a. .4. v ° ° .. 4 a a� ♦ - 4 :y :4 e 1 1 e 4 .. - o a d u « 1 e d • o .. a'• +e .41 At ��' 1 ° e' e ,a .a .Q e d 9 e, ' •v a• s'a'a. a °. o' ♦ d 4e �G> W-- -� . . :1 J av d a I can W _ i 1 ' N � 3 1 V) I r I r-• 3" DEPTH 1. CONTAINER GROWN PLANTS ONLY. 2. REMOVE CONTAINERS FROM PLANTS BEFORE INSTALLING. 3. PLACE PLANTS IN PREPARED BED AS SHOWN. 4. EDGE SPACING FOR PLANTS VARIES WITH SPECIES AND LOCATION. firi..-� * =*: JOSEPH P.• SCHULTZ ................ i 658 9 FIRM # 12327 SCHULTZ ENGINEERING, LLC GROUNDCOVER PLANT MATERIAL, (TYP) EVENLY DISTRIBUTE THE SPECIFIED QUANTITY OF PLANTS WITHIN EACH DESIGNATED AREA. MAINTAIN EDGE AND SEPARATION SEPARATION DISTANCES BETWEEN PLANT TYPES. 3" MULCH LAYER. NO GEO- TEXTILE WEED BARRIER FABRIC PLANTING BEDS. PREPARED BEDDING SOIL BACKFILL (TYP) 1. FULLY REMOVE NATIVE SOIL TO THE SIZE OF CONTAINER. 2. FULLY REMOVE ALL CONSTRUCTION DEBRIS, TRASH, ROCKS AND ANY OTHER MATERIAL GREATER THAN 2" IN DIAMETER. 3. INSTALL PREMIXED SOIL CONTAINING 50% NATIVE SOIL, 257. HUMUS AND 257o SAND. 4. DIG PLANTING HOLE WIDTH 1.5X LARGER THAN ROOT BALL ON ALL SIDES. 5. SCARIFY ROOT BALL. MAKE SURE THAT PLANT ROOT BALL IS FULLY PLANTED TO THE DEPTH OF THE CONTAINER IN PREPARED PLANTING MIX. DO NOT PLANT GROUNDCOVER IN MULCH LAYER ONLY. NATIVE SOIL PRIVATE SHRUB PLANTING N.T.S COLLEGE MAIN LOFTS BOYETT, BLOCK 4, LOT 5 8c BLOCK 5, LOT 9 403 8c 408 COLLEGE MAIN COLLEGE STATION, TX LANDSCAPE NOTES: LANDSCAPE LEGEND: 1. ALL TREES SHALL BE PROVIDED AS CONTAINER GROWN SYMBOL QTY. COMMON NAME BOTANICAL NAME SIZE TREES. 2. ALL LANDSCAPING PLANT MATERIAL SHALL BE GUARANTEED FOR A PERIOD OF THIRTY DAYS FROM THE DATE OF SHUMARD QUERCUS „ INSTALLATION BY CONTRACTOR. AFTER THIRTY DAYS, THE ° 1 OAK SHUMARDII 4 CAL. OWNER WILL BE RESPONSIBLE FOR MAINTENANCE OF ALL LANDSCAPING. 3. PLANT MATERIAL WILL BE WATERED BY IRRIGATION SYSTEM. 4. THE PROPERTY OWNER IS RESPONSIBLE FOR REGULAR WEEDING, MOWING, FERTILIZING, AND OTHER MAINTENANCE 2 CRAPE MYRTLE LAGERSTROEMIA 1Xz" OF ALL PLANTINGS FOLLOWING ACCEPTANCE FROM INDICA CAL CONTRACTOR. THE REQUIRED LANDSCAPING MUST BE MAINTAINED IN A HEALTHY, GROWING CONDITION AT ALL TIMES. 5. PLANT MATERIAL SHOWN HERE IS REPRESENTED AT ITS MATURE SIZE. PLANTINGS TO BE INSTALLED WILL BE . n TEXAS LEUCOPHYLLUM 2 GAL. SIGNIFICANTLY SMALLER THAN THOSE SHOWN AND SHOULD V 3 SAGE FRUTESCENS (MIN.) NOT BE EXPECTED TO REACH MATURITY FOR SEVERAL YEARS DEPENDANT ON GROWING CONDITIONS. 6. CONTRACTOR IS TO SOD ALL DISTURBED AREAS LEFT O O O O UNPAVED AND GUARANTEE COVERAGE OF VEGETATION UNTIL 000000000 ESTABLISHMENT OF GRASS. GRASS TYPE SHALL BE O O O O O BERMUDA GRASS. O O O O WASHED RIVER 00000°000 - ROCK - DIA. 7. ALL WATER METERS, HYDRANTS, VALVES, MANHOLES, AND 000000000 00000°000 CLEANOUTS, ON OR ADJACENT TO THE PROPERTY, MUST REMAIN ACCESSIBLE DURING CONSTRUCTION AND UPON THE COMPLETION OF NECESSARY GRADING AND LANDSCAPING. 8. "CAL" INDICATES CALIPER AT 12" ABOVE THE GROUND W W w v W W BERMUDA W r " SOD - co! MINCE -A (iQl"ILW41:� zi Ihil ION LANDSPA PF PLAN SCALE VERTICAL HORIZONTAL PLOTTING SCALE: 1:1 FILE NAME: 12-193 TRAFFIC 1 408 C RI-2 YIELD 42" X 42 " X 42" 120' R1-2AP 48" TO 100' X 36" (SEE ONCOMING NOTE 6) TRAFFIC ■ z 50 25 0 50 .Q ■ 100'— SCALE IN FEET La! _! — — o CHANNELIZING DEVICES SEPARATE WORK SPACE ■ '50' MIN. FROM TRAVELED WAY i :{ -. ■ ..i J - 403 COLLEGE MAIN . LOUISE AVE. wu !.CPA ,� �,'s •t�Vl i•:K�7 ■ 120' ■ nr . ■ ■ ,■ 50' \15• END ROAD WORK G20-2 48" X 24" 408 COLLEGE MAIN YIELD R1-2 42" X 42 " X 42" TO ONCOMING R1-2AP 48" TRAFFIC X 36" (SEE TRA F NOTE 6) In 120' TO INTERSECTION CW3-2 48' X 48" ONE LANE : ROAD AHEAD:CW 48' ROAD WORK AHEAD CW2 A, SEE ROAD WORK 4HEAD CW20-1D 48" X 48" {FLAGS - SEE NOTE 4) THE SEAL APPEARING ON THIS Ch lrl }�'� n p p Y' DOCUMENT WAS AUTHORIZED BY �! 1 ' 1 a 1 l ii�i 1 a JOSEPH P. SCHULTZ P.E., LICENSE :. g �.J LL % , 2730 Longmire, Suite A NO. 65889 ON AUGUST 20, 2012. College station, Texas 77845 ISSUED FOR CONSTRUCTION 979.764.3900 TBPE NO.12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR JPS J4E JPS 12-193 AUGUST 2012 LEGEND -A- SIGN ®® CHANNELIZING DEVICES 0 FLAG a TRAFFIC FLOW TRAFFIC CONTROL PLAN NOTES: 1. TXDOT TRAFMC CONTROL PLAN TCP (1-2A) SHALL BE FOLLOWED FOR THIS PROJECT. 2. 3. THIS TRAFFIC CONTROL PLAN SHALL BE IN ACCORDANCE WITH THE TEXAS MANUAL UNIFORM TRAFFIC CONTROL DEVICES (TMUTCD), PART VI, CONSTRUCTION. 4. PRIOR TO IMPLEMENTING TRAFFIC CONTROL PLAN, CONTRACTOR MUST PROVIDE ADVANCE NOTICE TO THE FOLLOWING: • COCS PUBLIC WORKS DEPARTMENT • COCS EMERGENCY OPERATIONS CENTER • COCS POLICE DISPATCH • COCS FIRE DISPATCH • TAMU BUS TRANSIT SYSTEM • COCS ISD • COCS TRAFFIC ENGINEER 4. FLAGS ATTACHED TO SIGNS WHERE SHOWN ARE REQUIRED. 5. R1-2 "YIELD" SIGN TRAFFIC CONTROL MAY BE USED ON PROJECTS WITH APPROACHES THAT HAVE ADEQUATE SIGHT DISTANCE. FOR PROJECTS IN URBAN AREAS, WORK SPACES SHOULD BE NO LONGER. THAN ONE HALF CITY BLOCK. 6. R1-2 "YIELD" SIGN WITH R1-2AP "TO ONCOMING TRAFFIC" PLAQUE SHALL BE PLACED ON A SUPPORT AT A 7 FOOT MINIMUM MOUNTING HEIGHT. 7. ALL SIGNAGE TO BE MOUNTED 24" CLEAR FROM TRAVEL LANE AND 7' CLEAR HEIGHT FROM TOP OF CURB. 1I� OF T�•� ♦ JOSEPH P. SCNULTZ , .... 658 pool FIRM # 12327 SCHULTZ ENGINEERING, LLC COLLEGE. MAIN LOFTS BOYETT, BLOCK 4, LOT 5 8c BLOCK 5, LOT 9 403 8c 408 COLLEGE MAIN COLLEGE STATION, TX 120.T0 �ROAD INTERSECTION WORK r--"\ AHEAD \ CW20-1D 48" X 48" (FLAGS - SEE NOTE 4) YIELD R1-2 TRAFFIC CONTROr PT A >\r 42" X 42 ■ " X 42" ■ 403 COLLEGE MALT ■ 50, --- -- TO ■ ONCOMING TRAFFIC ■ 50 25 0 50 R1-2AP 48" ■ ' SCALE IN FEET X 36" (SEE NOTE 6) .a — c ® W 120' w CHANNELIZING DEVICES ` l=, ■ J SEPARATE WORK SPACE U FROM TRAVELED WAY . rtL - 403 10C I Fj fait C011EGE 408 .r ?r• a.,."Sf'1ns�tr MAIN r,c� +=Z it '.3 4. • ? • i Fj:gi� . hs. WORK MAIN k., yY a : +:� �� SPACE'' :4 '�.rr. yy ••i;;�t, `'+` i ju;��•r4•{:•'r•;`•.r +.tl.+='li�•►ii:.4�' I `^'A + f.:!''47if' rY•..;{�;t�' S•l�h` in if' r �f.T i s 1 +.ice• . •f�+'"..Af.+•., �i r f .:.:+3nC.. u1Y': x,tr %4r ..•F;, + _:. 2-.. .:,s: r._ � �;Y'• l;�;d'; �. +"`;:�±m nS �'? �: �41L: ?r LOUISE AVE. I & TO ' INTERSECTION . YIELD R1-2 42" X 42 " X 42" ROAD 100, TO _ WORK /� R1-2AP 48" AHEAD CW20-1D ONCOMING X 36" (SEE 48" X 48" TRAFFIC NOTE 6) (FLAGS - SEE NOTE 4) 120' TO INTERSECTION . END ROAD WORK G20-2 48" X 24" ROAD WORK AHEAD CW20-113 (FLA 5 48" SEE NOTE 4) TRAFFIC CONrTROL PLAN REVIEWED FOR COMPLIANCE AUG 2 1 2012 COLLEGh 6 i iA, (1 I ENGINEERING SCALE VERTICAL HORIZONTAL PLOTTING SCALE: 1:1 FILE NAME: 12-193 SHEET m NOTE: GENERAL NOTES.* �. ,r u „ i. VALVE EXTENSION TO BE USED Fp ttIINN 1. EFINELY XCEEDING DIVIDED BSHALL BE REE OF PLACED RBYC HAND qNp D CLODS s' OTHEI2WI5EGDIREC ED E' MECHAIUCL JOINTS UNLESS :, ' ,IQ 24 X 24 X 8 ONLY WHEN TOP OF GATE VALVE • 28-DAY CONCRETE IS DEEPER THAN b FEET FROM COMPACTED AROUND THE CAST IRON PIPE TO A DEPTH OF 7. HYDRANTS SHALL BE LOCATED NO.CLOSER THAN .1 244" X 24" X 6" CONCR TE 1 STRENGTH = 2000 st . FINISHED GRADE. P 12" OVER THE TOP OF THE PIPE BEFORE BACKFILL IS BEGUN 3 FEET MEASURED FROM THE BACK OF CURB TO THE 'II ob 28-DAY STRENGTH 2O00 ii 2. EXTENSIONSOARE TO BE MADE WITAIL BY ANY MECHANICAL EQUIPMENT. FACE OF -THE STEAMER ON THE FIRE HYDRANT. 2. CONCRETE BLOCKING SHALL BE - 28 DAY CONCRETE 8. iF MAIN VALVE IS WITHIN 50 FEET OF FIRE HYDRANT THEN D. pat ALTlHVA44LVE BAR AROUND a.--�D.I . • VAIE OXU� .OF STEEL SIZED AS NOTED ffi STRENGTH - 2000ps). ASSEMBLY VALVE MAY BE OMITTED ON A DEAD END HYDRANT A , AND PAINTED WITS{ TWO (b . 3. ALL THRUST BLOCKING SHALL PROVIDE A MINIMUM OF LEAD WITH NO ADDITIONAL CONNECTIONS. ° '� COATS OF METAL PAINT. TRAFFIC RATED COPPERHEAD SNAKEPIT TEST STATION OR - ' . 3. EXTENSIONS SHALL BE A MINIMUM 2 SQUARE FEET OF BEARING AREA OF CONCRETE ON 9, HEIGHT OF FIRE HYDRANT MEASURED FROM THE STEAMER NOZZLE . UNDISTURBED SOIL, OR AS DIRECTED BY. THE ENGINEER. SHALL BE 18 TO 24 INCHES ABOVE NEAREST FINAL GRADE. . . APPROVED EQUAL OF ONE (1) FOOT LONG. . 4. WATER MAINS WILL NOT BE FULLY PRESSURIZED UNTIL VIEWA -.A. . 4. VALVE BOX LIDS LOCATED ON CONCRETE HA5 REACHED 7 DAY STRENGTH. . • VALVES TO ISOLATE FIRE A. 5, ALL PIPE WILL BE LAID SO AS THE ENTIRE BARRELL �, �1' .. SUPPRESSION LINES FROM PUBLIC VILWA WILL HAVE FULL BEARING ON THE FINE GRADED - STANDARD FIRE HYDR . . WATER LINES SHALL BE AMPra 0I TRENCH BOTTOM. BELL HOLES SHAM BE CUT FOR II GATE VALVE .. USA. LOCKABLE LID. ' EACH BELL AND FIRE HYDRANT. 1y I -,, . W/VALVE BOX WATER UNE'_ TRAFFIC RATED COPPERHEAD STANDARD FIRE HYDRANT A5 REQUIRED SNAKEPIT TEST STATION OR APPROVED EQUAL VALVE BOX PER SPECS WITH BOX AS NEEDED STEAMER NOZZLE CHAINS VALVE BOX PER SPECS. TO BE REMOVpE�D�BY TEE OR TAPPING SLEEVE'. i., MINEXTENSION / 2" SQUARE AWWA NUT c�C:%IOTYTS ACCEPTANCE OF VALVE AS REOUIREO:' V. �' , "• IFROM EXTENSION WITH COLLAR. A� TERMINATE 4' TO 5' �A WORK. FINISHED GRADE ! _ .__ ASCENTERING REQUIRED A ; 6„ TOP OF BOX. " i -� :.r : ~ ' B„ . . 2" SQUARE AWWA NUT - BURY LINE ANCHOR 90• BEN EXTENSIDN WITH A5 RE4 D IE f . CENTERING COLLAR. ' GATE VALVE W/VALVE BOX z TERMINATE 4' TO 5' I ZI ' FROM TOP OF BOX. i � ' STANDARD FIRE HYDRAN I zz STD. GATE VALVE ' a m B" M. cArE vAwe B" D.1.OR C909 PIPE . 6" MJ ANCHOR + 3 AWWA C900 W/STAINLESS . , wm1 ss ea7s . ' . COUPLING 0 PRESSURE PIPE ' STEEL BOLTS I .. (SEE NOTE. 8) .'. 0 . CON BLO RETE KING I PEA GRAVEL - FILL z 14 go. INSULATED COPPER TRACER PVC OR D.l. PIPE • TO 1 FT. ABOVE . •'•;::: WEEP HOLE . _>'>. ' ® �.' FII.�E HYDRANT WIRE . • " ` .l..1­11 THRUST BLOCK . . .LOCATION ' ' -_. ,-, REALIGN AS NEEDED . .;- ; .� <, ;; =i;�.; ; BLOCK AS DIRECTED. TEE OR TAPPING BLOCK USING 12"x12"x4" LEVVE & VALVE ECHANICAL•JOINTS I PRECAST CONCRETE . ,. MIN. DIMENSION APPROX. AS REQUIRED WITH SET SCREW BLOCK . EQUAL TO ONE BAG OF I RETAINER GLANDS . . • . SACKRETE OR MEGA LUGS 6" X 12" GRADELOK . W/M.J. SPLIT GLANDS BLOCK AS DIRECTED STANDARD j�'� FIRE . . (ROTATE TO FINAL GRADE) . oPTroNAr, GATE VALVE &BOX HYDRANT ASSEMBLY HY S S . WI-00 .. . . . I W1-02 • 2" SQUARE x 2" HIGH TRAFFIC RATED 'k RED TTO TECHNICAL SECTION . COPPERHEAD 09 03 12 FOR TRACER WIRE I OPERATING NUT � SNAKEPIT TEST .. INSTALLATION rrRR AqT7•E� H STATION OR S�ATION SA APPROVED EQUAL SNAAP!(E�GTRTEST „' APPROVED EQUAL i / :GROUND LEVEL ! `� __ P ... 1..' lllwii 24� X2 x6 ,�,�.; �� CONCTTE PAD (STD. VALVE OPERATING NUT 24 MAX. METAL DETECTOR, TAPE , . EXTENSION 5" DIA x 1/8" IAN METAL DETECTOR TAPE � . . PLATE w/ 90 CEUT-OUT . r. MIN. 1" DIA STEEL ROD TRACING WIRE F R !, AETEST STATION. END C40PPER LID ! SQUAVRE'SOCKET . . AT I' .,1 ' 2" DIA INSIDE 21/4" DEPTH ' TWO 3l8" SET SCREWS ON . I . (1/8" MIN WALL EITHER SIDE TO LOCK THE OPERATING NUT. SCREWS C TYPICAL UTILITY PIPE TYPICAL UTILITY PIPE • THICKNESS) ARE TO BE FLUSH WITH I - OUTSIDE EDGE OF BOTTOM SOCKET. DEAD END TRACER WIRE MUST BE INSTALLED � - • � DIRECTLY ABOVE THE PIPE. . ' . GATE VALVE .EXTENSION . . • W I -01 . UTILITY PIPE LOCATION MATERIALS . .[WI-031 . • ' j. . !! ' . NOTESt PIPELINE I . MEGALUG OR A 1. FURNISH AS SHOWN ON PLANS • WARNING SIGN MAIN LINE SETSCREW 8LACK AND ON ALL VALVE SIGN POSTS. . RETAINER W' TEXT -�� WARN (N G 2 FROM SIGNS 20 GA. STEELO BE Y BAKED ON .. ° v . . &/ UNDISTURBED 10„ ENAMEL FINISH. FURNISH ONE . . . . . . . . . I / DIRT ' GROUND PIPELINE' WARNING AND ONE VALVE SIGN %p. >�' . . 24" MIN. Utz.:, CONTACT THE CITY AND ONE P05T FOR EACH VALVE a '' d • ,_��_. BEFORE EXCAVATING INSTALLED AND , AT OTHER . . 1 1 1 . END OF LINE YELLOW LOCATIONS AS SHOWN ON PLANS. I . , . ' WATERLINE CAP/PLUG . BACKGROUND 14" FURNISH SAME NUMBER OF REPLACEMENT SIGNS AS FOR EACH v '• M. J. TEE . INSTALLED (OMITTING VALVE . OR CROSS }. ti: tir -i, VALV NUMBER ON VALVE SIGN BLANK) 1. . t! r,y-4 _ NO" (NOT A SEPARATE PAY ITEM) • . EDDING SAND 7�� . n , v 2" BLACK PRESSURE SENSITIVE NUMBERS _ �� CONCRETE SLAB . TO BE ADDED AFTER ':� BASIC SIGN HAS BEEN •''0:1, • •' -. . . A wf•�rE 10+�--4 24" BACKGROUND. PAINTED. • • .',, ' MJ PLUG NOTE= DIMENSION FOR. CONCRETE VARIES WITH MIN.' PLAN VIEW - ''� ••• . 1 • = WATERLINE SIZE - . ® PIPELINE WARNING SIGN . VALVE IDENTIFICATION 'SIGN ' UNDISTURBED 10IRT COMPACTED FILL SELECT 44.0" lw 8' BLUE, HEAVY DUTY, WING VALVE BOX AND SHAFT EXTENSION CHANNEL POST 4'-0" CAST IRON VALVE BOX COVER " '. - , I . " - a - .1-11. /I �ft'­ ��3 t T PIPE is. rr� ; Rr..cr .0 ��C f• .a.,1--" .__ i "' K.. !*_..a.Lr•'r�w I_ t} :;: :;: �' ' �,'_ :. 'R.., .-�*..,. *.:4:,. '­,;. - ..F... .,. ,: ,: .: . 2' X 4' X 6" CONCRETE.SLAB 2'X 4'X 6" CONCRETE SLAB . ,. ._ . 4'-01 . NOT. GREATER • THAN 45• %ACK FL . W / ti 9� AMERICAN FLOW CONTROL TRENCH 6" DIP W/RETAINING CLAN - ADAPTER OR AN APPROVED EQUAL. AT BEND AND PLUG. T MIN. 0 PO_lk CONCRETE . - SECTIONA A -' . inn i�� iii��i THRUST BLOCK •, . RESTRAINED JOINT . 6" M. J. ELL PLACED ON *NOTE= W/THRUST BLOCK UNDISTURBED SOIL INSTALL ANCHOR COUPLING COMPACTION WITHIN LIMITS AND REDUCER AS REQUIRED . ... END OF LINE BLOCKING. OF ASSEMBLY SHALL BE ~�% STANDARD DENSITY PER IN -LINE BLOW OFF• ASSEMBLY . . ASTM D698 W3-00 - W3-01 NOTE! . ' BRONZE INSECT SCREEN GALV. ELL , 1. EMBED COPPER LINE IN TAMPED SAND FROM -UNDISTURBED SOIL TO S" ABOVE AND ON BOTH W/S.S. HOSE CLAMP GALV. NIPPLE I) REMOVE AND DISCARD . SIDES OF COPPER PIPE. I � AFTER USE MJ PLUG VALVE BOX AND SHAFT EXTENSION 2. PAYMENT FOR BID ITEM OF "AIR RELEASE VALVE" AIR RELEASE/VACUUM 11 EXIST. GRADE ,_ +, SHALL INCLUDE ALL MATERIALS, AS SHOWN IN BREAKER VALVE 2" METER BOX WITH I i 4 0 CAST IRON VALVE BOX COVER DETAIL, INCLUDING MAIN LINE TAPPING SADDLE. . VALMATIC MODEL 101(1" ) CAST IRON LID / SCH. 40 GALV. PiPE ' • 2' X 4' X 6" CONCRETE SLAB . 3. PIPE SIZE SHALL BE 1" OR 2". OR MODEL 102 (2") 0 1 Ism 4.SIZE OF LINES AND VALVES MAY BE MODIFIED BY APPROVED EQUAL 11 AFTER BLOW -OFF "�� '''• • ' . THE ENGINEER . 11 INSTALL MALE QUICK AMERICAN FLOW CONTROL . EXIST. GRADE CONNECTION & CAP . TRENCH ADAPTER OR AN APPROVED HOT -BOX POLY ROX 4„ APPROVED EQUAL . MODEL PHRI (11 WITH BRASS BALL VALVE PEE MATERIAL . HEAT OR MODEL PHR2 (2") . J TAPPED CAP WITH HEAT OR APPROVED IRON PPE TgR pp�� EQUAL•• COMPRESSION �ijTINC • AND BALL VAL tt .BRASS THREAD PIPE WATER MAIN 4" X .3' X 3' CONCRETE PAD (FOR P' PIPE) COPPER EXPOSED TO CONCRETE SHALL DpBE yy BRASS ELL MJ TAPPED CAP 4" X 5' X 3'.CONCRETE PAD (FOR 2" PIPE) I COPPER WITH IPE SLEEVINGED • CONCRETE BLOCKING ,T WATER 4" M. J. ELL PLACED ON CONCRETF� BLOCKING , 0 TYPE "K" COPPER TUBING BE IN ACCORDANCE WI H MAIN9 . UNDISTURBED SOIL BE iN AC ORDA 0o WITH DETAIL W3-00 . ' BRASS NIPPLE . • • 4" END . OF LINE • • • TAPPING SADDLE W/ CORPORATION STOP. . . . 2" BLOW -OFF RISER . BLOW -OFF . ' ' . AIR RELEASE VALVE &. VACUUM CHECK VALLVE W3-02 .. V�3-03 - KEU NOTEtUSE POLYETHYLENE WRAP OR EQUAL BETWEEN CONCRETE & PLUG. . TO PREVENT CONCRETE FROM STICKING TO PLUG. TEE SCHEDULE IUD= THRUST C Ifu A to VO LUME 468 5. 5 03 10 12 5 0.6 NOTES- ' STRAIGHT BALL VALVE WITH PLUG w • (2 FOR DOUBLE SERV.) a 1. NO SPLICES IN COPPER TUBING WILL BE ALLOWED 5. MATERIAL USED SHALL BE AS SPECIFIED OR AN - J . BETWEEN THE SERVICE SADDLE AND THE CURB STOP .. APPROVED EQUAL. . - • o FOR SINGLE SERVICE OR BETWEEN THE SERVICE 6. ALL CONNECTIONS TO BE COMPRESSION TYPE. ' SADDLE AND THE WYE FOR DOUR E ERV CE � ' . L S I . .. ="" . C 2.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR ' IINNSTALLEDI WITH THE MAIN LIItNJE CONSTRUCTION. • • : ""-- 4'MIN.------- • .' TO PRESSURE TEST LINE IMMEDIATELY AFTER THE - • . . STREET CROSSINGS. HAVE BEEN INSTALLED. a. METERS AND VALVE BOXES SHALL BE PLACED BY THE • . �- „ 0 CITY UPON PAYMENT OF FEE. ' . . . ' 3. MARK EACH SERVICE END WITH MEIN- '7" POST a ' wm PAINTED BLUE. , . 9. LOT CORNERS SHALL BE MARKED WITH A LATH UNDER VIEW A A ' ' ' ��'. my • THE SUPERVISION F A RPLS UPON COMPLETION OF • • c c _ ''» ' a wv' . . ' 4. FOR COMMERCIAL.- DEVELOPMENT, DISTANCE SHALL BE . CONSTRUCTION. DOUBLE SERVICE - ' o ' . . 8"-12" FROM FINISHED GRADE WITH AN ANGLE BALL, . m 0 VALVE ON THE COMMERCIAU. SIDE. ONC. CURB & GUTTER • . . m .. POUR AGAINST .. // / s- . �� i ii _ o . UNDISTURBED EARTH ' , , . , , . . ,... m . .. . 2' MI .-3' MAX. .. . ' TEE THRLISTBLOCK .. . (SEE NOTE 4) . THRUST BLOCK NOTES*. . ** SEE TECHNICAL SECTION 33 12 13 STRAIGHT BALL VALVE WITH PLUG ,--�' MiN. . 1. ALL CALCULATIONS ARE BASED ON INTERNAL PRESSURE OF FOR MATERIAL REQUIREMENTS l2.FOR.DOUBLE SERVO I' 200p91 FOR 24" AND SMALLER INNER DIAMETER PIPE. .' ' . . 2. ALL BEARING SURFACES OF THRUST BLOCKS SHALL BE • . . APPROVED SERVICE SADDLES . PLACED AGAINST UNDISTURBED EARTH OR ROCK. FOR DUCTILE AND PVC. OR - . . • _ 3.. CONCRETE FOR BLOCKING SHALL BE 2000 psi. TAPPED . TEE 4'MIN. ' . 4. DIMENSIONS MAY BE VARIED AS REQUIRED BY FIELD WHERE ~ . . AND AS DIRECTED BY THE ENGINEER. THE VOLUME OF - 1" TYPE "K" COPPER .TUBING 'CONCRETE BLOCKING SHALL NOT BE LESS THAN SHOWN HERE. . .. . (2 FOR DOUBLE SERVICE) 5. WATER MAiN SHALL NOT BE PRESSURIZED UNTIL ALL CONCRETE 1-1/2" Y 1" BRASS WYE . BLOCKING HAS REACHED 1500ps1. . . . _ . . (i FOR DOUBLE SERV.) . : . ' .THRUST BLOCK DETAILS ' ' . ' . . CORP STOP. 1" TYPE K COPPER TUBING (SINGLE SERVICE) . 1-1/2" TYPE K COPPER TUBING (DOUBLE SERVICE) . WATER LiNE (SEE NOTE 1) ' 1 2" BALL VALVE FIR DOUBLE. $ERVIQE. NLYJ. POUR CONCRETE AGAINST CONCRETE SHALL NOT UNDISTURBED EARTH EXTEND BEYOND JOINTS , . . .. NEW WATER SERVICE . . ... . . . . TRENC WID '_ " WATER . . . • Y ; : •• :. PIPE (SIIORTANDLONGSIDEJ W2-� ; ......'STRUCTURAL �:.:, s.. r X r ' '' ALL PAVED AREAS (SIDEWALKS, STREETS, ALLEYS, . " , `' ,'• � •• DRIVEWAYS,AND PARKING AREAS) AND SHALL ' '•'• :.:'• '• • '•'••"• `' ....1::' -", T - EXTEND 5' BEYOND THE CURB LINE. STRUCTURAL ' ' . ® ;, •' :•! ' ::.` ; t4 •:' •; • :' ' 'I:; BACKFILL SHALL BE CEMENT STABILIZED (SEE DETAIL . . ' - . ... s.: ' '�. , W4-02 -AREAS TO BE PAVED) OR EXCAVATED SOIL 4, 2' 2' 2, NEAREST BELL - n ei MAX 6 8 P. 2, - n 6 B ..+:: COMPACTED TO. 98X MAXIMUM DRY DENSITY AS PER JOINT (TYP. : ' `' " ;, ;' JOINT ASTM D698 WITHIN OPTIMUM TO +49 WET OF OPTIMUM • EA END) • •' `csf ;' ,.;, . ..'• ' . (DETAIL W4-02 - NON-STRUCTURAL. AREAS) _ • , ,: r • t n ��1HT� . . . !"' POUR CONCRETE \P 0 � /C O 5' . ODITAE.� EARTH T UNDISTURBED . . . . �, .. e" r a R. SECTIONX-X PIA IV VIEW �� CARRIER PIPE CASING SPACER . STEEL CASING . • _ . .1. . . . . . . �JG� 1-Pc. PULL -ON WATER • . HORIZONTAL THRUST BLOCK. SCHEDULE F JI PAVEMENT AREAS . TIGHT NEOPRENE END -• ADJUSTABLE TOP RUNNERS ' • 0 �� SEAL W/ STN. STL. TO MAINTAIN 1" MAX CLR. BEND SIZE ttAt tB to tfo G VOLUME 6 8" 5.0 1.51 1.5 0.9 2.7 0.4 90• 0,12' 6.5 2.5 1.5 1.2 4.0 1.0 45• B B.' 2.0 2.0 1.5 0.9 1.5 0.2 0 2" 3.5 2.5 1.5 1.2 2.2 0.5 8 8„ 1.5 1.5 1.5 OA 0.8 0.11012, 2.0 2.5 1.5 1.2 1.1 0.3 E*2 6 8" 1.0 1 1.5 1.5 1 0.910.4 0.1 10,12' 1.5 I 1.5 1 1.5 11.2 1 Ov6j 0.1 ' . .�i �5 . CLAMPS "APS" OR . • _ • . .1.1PSi„ . .. >r3i$Ax . . .. . ' B/C BAND CLAMP STEEL CASING . • • • • • ,• ::' �• :: SIDEWALK ' Z. NDTE= CASING sPACEas . 4-RUNNER MIN. tTHRU 24' DIA AT SPRINGLIKE 8" WIDE BAND STAINLESS ' ' 5' CASING) OR 6-RUNNER MIN. STEEL (TYPE 304) • . ' (24"-42" DtA. CASING) STAINLESS . PROVIDE 4 • STL. TYPE304i 8" WIDE BAND NEOPRENE INSULATION SLEEVE - W/ POLYMER RUNNERSICENTERED RUNNERS AT , BETWEEN PIPE AND BAND BOTTOM • . . OR NON-CENTEREM CLEAR BELL, UN . , .• RESTRAINED FROM FLOTATION1 POLYMER RUNNER (TYP) . INSULATEDt "APS, INC., MOD SS18" • OR "CASCADE"'. • . . . . J 1 t(U1;1 Ut(AL liAl�KN1LL A1C�A TYPICAL HORIZONTAL CASING DETAIL THRUST BLOCK W2-00 W2-02 W2-o3 NOTEt NOTE, . 1. S�ANDARD PECIFiCA��ONOFOR AWATER MIDESEERINLINERCON5TRUCLEONiTY ATE VALVE BOX I. STANDARD SPECIFICATION FOR WATER ANDESEWERINLINERCONSTRUCTIONITY. yA/ypt,VE 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. pDRP�Y BORING iS REQUIIRppEyyyyD.y /q.� qg . PTHE CITY ENGINEER. 4• WITH ARBEND SUCNOTHATATHECARRIERINSTA CAN IS /MB NV THE PARALLEL .' 4. WITH CROSSING RBEND SUCROADWAY o�A A THE CARRIER! PIPES CAN BE PULLED PROVE THE TIES INTO TTE�Eg RR • MAIN. . MAN. SLEE�E 6TAPPPING . TEgE 0 TAWP G . .AS REQUIRED . ENCASEMENT SHEV� �, V VE . 21-0" MIN. ENCASEMENT 2'-O" MIN. .. AS RE UIRED . OPEN CUT OPEN CUT WATER LiNE SHOULDER VARIES WATER LINE LIMIT - LIMIT 5'-O"so- WiDTH OF PAVEMENT 5'-0" WIDTH OF PAVEMENT , . . .. MIN.' MIN. . . GATE VALVE 3'-O" MiN. - `- SIDEWALK MAY . GATE VALVE X-O" BELOW DITCH FLOW LINE. . BE OPEN CUT. OR BORED + S . . DIRECTED E _ . KEEL CASING THE ENGINEER S CARRIER PIPE AS REQUIRED 'CARRIER PIPE � STEEL. CASING _ TYPICAL URBAN. CITY STREET CROSSING 4-00' TYPICAL RURAL STREET CROSSING •w4- ' 1. SELECT .MATERIAL ORIGINAL GROUND OR . . MATERIAL EXCAVATED FROM THE DITCH, (WHICH IS FREE OF • . BOTTOM OF SUB -GRADE . ROCKS, LUMPS, CLODS, OR DEBRIS LARGER THAN TWO (2) NO.TESs. . INCHES IN THE LARGEST DIMENSION), COMPACTED 70 A • . • • ' MINIMUM OF 90% OF MAXIMUM DENSITY AS DETERMINED BY ' . 1. FOR BEDDING AND TRENCHING WITHIN ALL EXISTING ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN ' "J""`'' rr�,-a^,�(( PAVED AREAS, SEE DETAILS FOR OPEN CUT STREETS. / �1 12\��. :7i:i OPTIMUM TO +4% OF OPTIMUM UNDER NON-STRUCTURAL ' ' � :� ; , :.. ?. (Deta:7s ST4-00, ST4-01, ST4-02). THIS NOTE DOES ... AREAS Ve...YARDS, PASTURES, EASEMENTS) AND TO A - ,• v •: ,• IN._�•.-..::7.:. ,,.. Q SELECT ARTERIAL ,; 7 e NOT APPLY TO STREETS .BEING RECONSTRUCTED. . MINIMUM OF 887 OF MAXIMUM DENSITY AS DETERMINED Tf-; s cA; . . t� SELECT MATERIAL �''�"' C CEMENT STABILIZED SAND . BY ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN .:•.�;a,•:; ;!. "i :,. :Y ;,: 2. EVERY 100 FErT PROYr E A WATER STOP' BLOCK . 8"-12" MAX. "r:',,._rci*c.., n- a ..;:r,:•<.S ••: OPT! TO +4% OF OPTIMUM UNDER NEW STREET AREAS �,..,;r;:;%;:;.r•:, 8 12 MAX. : _ ='n>t' C'0r1tAO�SED OF CANT SA!{N!7 OR AG4TIVE MATERIAL ANDIMREETS 7O BE RECONSTRUCTED. t; (MANUALLY ''�''�; ;;::, -. ® ,^.t; ® (MANUALLY DEPE NI7M ON EAEEDIIE&T, BLOCK SHALL BE 6 FaT . • s` -' : CONSOLIDATE . ''' 'CONSOLIDATE . N LENGTH. N'0 BEDDING SAND A11 THS AREA . % .'-� : ' AT OPTIMUM �, ,.. • GRAN MATERIAL ':'' ;i< : t c : AT OPTIMUM 3. ALL BEDDING & INSTALLATION OF PVC PIPE SHALL - MATERIAL SHALL BE BANK RUN RIVER SAND WHICH IS FREE •: Pr , MOISTURE) MOISTURE) BE IN ACCORDANCE WITH ANSI/AWWA STANDARDS . OF DETRIMENTAL QUANTITIES OF CLAY, DEBRIS, OR ORGANIC 4„ "'•"S"`S =' 4" ";• ` ' . FOR PVC PIPE. . •_ : .:. _..;. LMATERIAL A80RATORY�METHODWHEN S MEET THEEFBY OLLOWiNGDREQUIREMENTS= pipE I UNDISTURBED SOIL UNDISTURBED SOIL . . . 4' SHALLEBE IN ACG RDAANCEIWITHFANS%AWWA C15Q/�1.�O Imo - ;�101/DMAXIMUM LIQUID' LIMIT 45 .. O D 5. COMPACTION SHALL. BE ATTAINED'BY MECHANICAL MAXIMUM PLASTICITY INDEX 15 6" MIN./12" MAX. N'LACE METAL DETECTOR TAMP! G. MAXIMUM PERCENT PASSING No. 20o SIEVE 35 ' TAPE AT A MINIMUM OF 24" MiN./12" MAX. 6. RELATIVE COMPACTION SHALL BE TESTED IN THE . MINIMUM PERCENT PASSING 3/4" SIEVE 100 • ABOVE TOP OF PIPE ' . PRESENCE OF THE CITY ENGINEER. THE MATERIAL SHALL BE FREE FLOWING AND WHEN WET; SHAI.L 7. DUST RESULTING FROM THE CONTRACTOR'S NOT ADHERE TO FORM A BN.L WHEN PRESSED IN THE HAND.. NON,STRUCTU%4L AREAS TO BE PAVED . . PERFORMANCE OF THE WORK, EITHER INSIDE OR . OUTSIDE THE RIGHT-OF-WAY, SHALL BE CONTROLLED ©,CEMENT STABILIZED SAND {ET5 TO BY .THE CONTRACTOR. . .. S. TRENCHES SHALL BE BACK FILLED AND TEMPORARY . . . ' : - . PAVING OR PLATING PLACED AT THE END OF EACH ' . , . WORKING DAY. . :. BEDDING •A.ND TRENCH FOR DI PIPE & .PVC 'PIPE ; :.' .: ' W4-02 . GENE NOTES . . ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER . HAVE BEEN BARED BY CONSTRUCTION SHALL BE .ADEQUATELY . ' BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL' . GROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS . • . • ' IS PRESENT, BLOCK SOD WILL BE REQUIRED. BARED AREAS . • ' . . . - ' . . ' ' SHALL BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF . .. . . . . LAST DISTURBANCE, . . APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED . . DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY . CONSTRUCTION AND SHALL STAY IN PLACE UNTiL ACCEPTABLE . . ' . • ' • . • VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS .. . COMPLETE AND THEN REMOVED BY CONTRACTOR. • . . . . .ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF . .. . . • , . .. SiLT AFTER EVERY RAIN. . . _ • ' . . ESTABLISHMENT OF VEGETATION MAY BE A WARRANTY ITEM. • z 0 to w DRAWN W C.L.M. DATE: 06-01-11 -' SCALE: N T S • APPROVED-, W. P. K. FIGURE: . %V . SHEET' 1.OF 1 % h- RAM I— —Pi" F ' 5'-0" O.D. + 1'-0" tttccc---6" TYP. MlN. 5'-0" I .. - . . . ... . . . .. . .. - .. . . EXTENSION -- --------, 6"TYP• ILf ....' A !o-aDraaoo -.- -- A . ... .. .. ... . . . . . I e E0Lc] . . . . . ' ... .. .. .. 10'-0" — e1Oi j ... .: " . I . —E 10000 D I _ _ - -. . . . II -. ..... . . . - - - °'° m' , 8 -. 1�J., I 13' RA - — — -^ — _ _I_. � . .. 1 DDL700- .. . .. . . . I .. . . . . � .. �. _ .. .. tL . .. 132'-0" I1I O.D. + 6" .. .. —.I . . 6r, ' ' f i CURB - . • N.2r.6rr STRENGTH- 000ipat ... .. . .'. NORMAL FACE OF 2'-0" •' �.I SQUARE .. -. .. . . ... I . - WARP PAVEMENT SURFACE 70 THROAT OF INLET D4-0 SEE D1-05 T . PLAN " . CURB LINE WHEN - .SEE . CONCRETE ' • • RECESSED INLET PL" VIEW 28-DAY CONCRETE STRENGTH = 3000 ps i GUTTER ' *4 BARS 6" O.C.E.W. . " O.C.E.W. TOP SLAB - - - :. Orr :�• ,�; 4 BARS, 6" O.C.E.W. STD. CAST IRON MANHOLE COVER TOP OF CURB TOP SLAB AND FRAME SIDE WALLS 6" TOP SLAB 5.^ 5" 24" — •I 3 6 � � - -- -- . - ------ 6" TYP. dt0. . ; . . • I I NORMAL GUTTER . LINE -_.. � --_ _ Ii,' - +B' MIN. I - Ii. . ...•..;.::•.r:, 04 BARS 12" O.C.E.W. r{'".'.. _, :':I DEPRESSED GUTTER LINE - .``'.' . , z SIOE WN.LS &BOTTOM �XTENSIO� t-�%:5' ' ,," :: , SLAB . ;:; " �— 8" BOTTOM tom- " B SIDE WALLS 4�ir'• 1 t �,.%:..',' ; :-'%: • ''': ':: rr 8 iYP. INVERT SE • A SLAB d�4 BARS a" O.C.E.W. BOTTOM SLAB •''. - -•��. FILL BARS 12" O.C.E.W. CONCRETE FILL SIDE I - SIDDE� WALLS & BOTTOM SECTIONA A (SEE NOTES 1 & 2) . ELF,VATION NOTES & 2 ME N T 1 ) . . . . . . .-SECTIONA A .. . GRATE INLET SINGLE RECESSED CURB INLET &CURB INLET W TENSION / K . .SINGLE . . • . .[D:1-00' D1-01 ' 28-DAY CONCRETE STRENGTH - 3000 pal . GRATE SHALL BE BICYCLE PROOF. PEDESTRIAN GRATES SIDEWALKSATREA..ED A . . _ - _ � - -1' 3/16" - 7/16" �3/4" 2rr IN A A , ' , I le 21 2411 ��G IJU�U�IJUQ�QQlJL1. ' - - = - ' - -D__ . VIEWA A A A . .. 4-En DII - r I I MNN �— I__ , LRTE i. ��Q�anOQD -- STRENGTHC�3000Tpai I - (2) FOR REROD ES . r, IFLOW � I . . . . .. . . . .I . r. . ... . . . . .. O.D. + 6" STD. CAST IRON MANHOLE ' .I . . . . • .I PL.91V i _. (2) 3/4" sQunR COVER AND FRAME . A CROSS SECTION (30 DIAJ PLAN .. MIN. 6" TOP SLAB. . " ;YL" • MINIMUM DISTANCE BETWEEN TWO PIPES 18" TO 36" - 12" APART . . 1/2" FLAT FACED GOTHIC w/APPROPRIATE CITY TITLE q pp,•T tTY ¢arms, POLL ,� AIRS:O A O.D+6" 4 BARS 12" O.C.E.W. �6" TOP SLAB : •4 BARS 6" O.C.E.W. 48" OR LARGER - 18" APART SIDE WALLS . n O.C.E.W. *4 BARS 12 O.C.E.W. :;• I SIDE WALLS: TOP SLABDR No sAsuRA - . , i : ;' O.D.+ 6" MIN. . �- . - - I ... ..... LARGE MOUTH BASS LOG . 11, $" BOTTOM WALLS ` : • * rr 6" TOP' O.D. 8 i VARIES SLAB. MIN. 3' O O 3/4" FLAT ACED GOTHIC (2. LACES 3" MIN. EACH SIDE �-6" SIDE tg° BOTTOM — ::— .. ;' _ :.'• �:.-t t �SEE r+otet j #4 BARS WALLS $LAB . ° ..: . • 12" O.C.E.W. °T CITY Cf COLLEGE STATION A LUTE ��? DflR�H . SECTIONA A *4 BARS 8" O.C.E.W. *4 GARS 8" O.C.E.W. BOTTOM SLAB T -r- T T T T T T ' SIDE WALLS S'" BBOTTO V. BOTTOM SLAB �� 6 SIDE WALLS (SEE NOTES 1 & 2l , 8" SIDE WALLS BARS B" O.C.E.W. 1­ • (SEE NOTES 1 & 2) • ' • . . . BOTTOM SLAB „ 1/2 FLAT FACED GOTHIC ` _ S�y-�R i�u]w/jl W ]i `' STORM -SEWER IN STREETS SECTTONA A ' SECTIONAA (SEE NOTES 1& 2> w/ 'PROPRIATE CITY TITLE BASS H m 3O CONCRETE STRENGTH,30oG pal DOUBLE BARREL' . JUNCTION BOX GRATE INLET' LOGO PLATE - 2 D1 0 D1-03 INLET D1-04 01-0,5 E . CONFORMS TO 24 SLOPE B�" ' °' 9 BARS .� m _ BARS ARS A . 4" W. 1IARS 0 BARS P BARS E PROVIDE A I2' FOOTING AS SHOWN WHERE REQUIRED TO WNTAN 4' MN. . COVER FOR PIPES. CONCRETE FOR FOOTING SHU BE ADDED TO TOTAL QUANTITIES SHOWN . SME EZE'VATION . 28-DAY CONCRETE 6. STRENGTH = 3000 paf k- BARS Y I . /-� C BARS S 7, � WCTION ' • V. BARS B JOOINTT BARS " m S ' . BARS N-Ax SECTIONA A . 1'-S" m t •.---. -- APRON SLOPE TO o - PROVIDE RP -RAP ROCK MATCH RECEIVING , PLAN WE, Q4+•20 LB•PFcr FLOWLINE SLOPE t Ah �s yrN :2j4- VARIES #4 BARS 12" O.C.E.W. f l �e:, INS DE7N D3 ONO WALLS, BOTTOM SLAB &TOE PLSEi(CHAFUS CEDWITH TtE/4C£)ITER ��d0 O E SECTIONA A . OF TW OUTSIDE LAYER OF BARS 2" FROU THE SURFACE . PLAAr OF THE CONCRETE. TOT& QUANTITES INCLUDE ONE 20 O O O O O O . . . DIA ETER LAP FDR ALL BARS OVER 8'�"IN LENGTH ,•• . 28-DAY CONCRETE STRENGTH- 3000 psi MINIMUM DISTANCE BETWEEN 1 TWO PIPES REINFORCING STEEL FOR ONE HEADWALL . 9ft 24 . 18" TO 36" - 12" APART BARS Ai-Ax BARS B BARS Bi Bx BARS C BARS Di-Dx BARS E BARS F BARS G BARS S 8ARS Vi-Vx BARS W . . 48" OR LARGER - 18" APART •4021+ �3Q18a •3a18'a •4Q12"• •3Q12"• •5 •4 •3 . • w •5 i Y Y ALL . TYPICAL CONCRETE HrAO . & END "WALL WITH WINGS n3-oo - CONCRETE HEADWALL FOR 2 PIPES . D3-01 STRUCTURAL BACKFILL AREA INCLUDES ORIGMAL GROUND OR ALL PAVED AREAS (SIDEWALKS, STREETS, I SELECT MATERIAL ° °•a.:..°•,, BOTTOM OF SUB -GRADE MATERIAL EXCAVATED FROM THE DITCH (WHICH IS FREE OF .° ° a ' ALLEYS, DRIVEWAYS,AND PARKING AREAS) �. / ;: ° a °° ° d; AND SHALL EXTEND W BEYOND THE CURB . I 9/C , 5' INCHESROCKS, N THE LARGESTRDEBRIS LARGER THAN DIMENSION), COMPACTED 00 (2) ., ° ° ° LINE. STRUCTURALBACKFILL SHALL BE2 MIN. : :::;r.' 2':: ,, •.. COMPACTED CEMENT STABIUZED MINIMUM OF 90Y OF MAXIMUM DENSITY AS DETERMINED BY };: a +'• �,� ASTM 0698 (STANDARD) AT A MOISTURE CONTENT WITHIN 1 1/2 SACK/CY (PUGMILL CEMENT STABILIZED (OPTION Nd.2 M W4-021 SAND, - OR EXCAVATED SOIL COMPACTED TO 98X �JQ4 OPTIMUM TO +4% OF OPTIMUM UNDER NON-STRUCTURAL IPE O.D. r ,.°' ' ONLY). SPADE BY LIFTS INTO MAXIMUM DRY DENSITY AS PER ASTM D698 O . PLACE, TO FILL ALL VOIDS . p p�' .AREAS (ie...YARDS, PASTURES, EASEMENTS) AND TO A $ � WITHIN OPTIMUM 70 +4% WET OF OPTIMUM Q' MINIMUM OF 98Y OF MAXIMUM DENSITY AS DETERMINED (61, MIN.) :::.s, ?: ". g,- z AROUND PIPE. MANUALLY (OPTION NO.I IN W4-02) � v �, PAVEMENT AREAS . BY ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN ' ;'r3%�"' `'- CONSOLIDATE AT OPTIMUM c��- OPTIMUM ,TO +47 OF OPTIMUM UNDER NEW. STREET AREAS " " MOISTURE. . �y �y . AND STREETS TO BE RECONSTRUCTED. U E B/C • • • ' �` PE MUST DESIGN TRENCH DETAIL THE TRENCH BOTTOM SHALL BE-'� 8" MIN./12" MAX. . .. • • = �. ' II -SITE SPECIFIC FOR HOPE P{PE. .. AND CONTINUOUS SUPPORT FOR THE $ HOPE PIPE IS NOT .TO BE . " . USED UNDER PUBLIC STREET PIPE BARREL BETWEEN BELL HOLES. PAVEMENT CEMENT STAILL & AYS As BEDDING AND TRENCH FOR REINFORCED ' STRUCTURAL BACKFILL AREA REQUIRED. WILL ALWAYS BE REQUIRED. CONCRETE PIPE AND BOX CULVERTS D3-02 . . D3-03 . I . � I I ON THE PLANS N FvP�� t ' kno ' .. ••:.' �6"�4 # 3 "U" BARS 9" . 1PER BLOCK -7. . . DISSIPATOR .BL0CKL0CATION • PROVIDE RIPI=RAP ROCK _\ (MIN. 20 LB. PIECES) rrrr c I f� i 61, . FRONTELEVATION Z' MNC . DISSIPA TOR BLOCK - -. 7 . �� -- -- A _. •__ // -. �G ... ..... . .. .i ..- ..I . ... .... , '1. .. . I.. .... ... ... -. .. . ..... ... . ... . ... . . . .. ,.-.N-.. -. --1...- , - .. ... ,1. -.. .. ... .. . . ..I.. /. .. .. . �. . ..i... . I*.. . '... I . ..' . . ... . .. . "..,... ' ,'...L � . . . . I . . � .. — . . . . : . . . . . . . . . .. � . - . .. ; . I . . .. . . . . I . . . .. .. . .... ... . ... . . . .... . S... ... AS , I_.i. ._. • THICKNESS AS .. .-..�.. . . .r . . . DESIGNATED ON PLANS ice' 1'-0" . .. DESIGNATED ON PLANS :...,1. . . .. C . I...- . ,.. ... I .. :. . .. ... .. .,... : .. .. ...... . .I ..... . .�... ... I.. . ... .. . .. ...... ... . ..... ...I . ... . .. .. .I.. . . I ... .. ... . ...I . ... . . . .... .. . . ...... I ... . .,.. ... ... ... .I. . .. .. . .I. . . .... . .I . : ..:. . .. ..' I.... . . .. ... ... . .. .. .. . .... I . . .. ... .... . . ... . I. .. .. . . ... .... .... ..... ....I. .. .. . ... .-.. .. . . .. .. .. .. .�.... . ..... �1... .I . . .. . . . II. I . . .. . �.'I. .. .. ... .. .. .. . .......... ' . . . ... .. ... . .... . .... .. ... . .. . . ... . . -.. . :'.. . .. .- .. I. . ..*. .. -. . . . . .... .. . .. ... ... ........ ... . . . ... . .: ... I .... ....�... . ... .. .... . . . .. .% ........ ... .. .. .. ... ... ..� .... . . .. ... .. . I... .I .... . . .�.� . .. . ....I ..... . . ,.... . . ..... ..... . .. . .... ..I . . ... .. . I. . ........ .... .... . ... ... . . ... ...� .. . . ..I. .I . .. . . ...... .. . ......... ...... .... . .... .. . . . . .I. .... .. .. . . ... .: ... . .. �:... . .... .. � .. .. ... �I.... .. ..I .. ... . . .I. ... .. .. ... . . I.. .. . . .... ... . . ... . ... ... .. . I... .. . . ...... . .... . ,. .. � . . .. ...:..... .... . . .. .. . ..... . . . ... ...... .. .. . . . . I.. . ... ..... . .... ... . �. II. .. . .... ... .... ... .. ... ... .. . ... . . .. . .. .i. ..... .; . t. ...! I .... . .-...... .. . . . . 1.... ........ .. .. ..5..:�.... .. . 1.. 1. i... .t.. .. .I.... .. ...: I. . . .... . . .........9. . �..1. .. . .. . : ..... .1.... ! .... . . . ... . ... -. ... . ...� ... I.. . .:P...: . I. ... .... .. .-.. . —... . ...... ... .... ... . ... ... . ... . ... .. Z. .. .. .. .. .I . . . ..*. ...I .". . .. . �.. .. -..... I. .. . *.+,I . ..._7.1 .I . :.5..' '..' . . . r.I ..... � ... ..-... .'. �... -..-. ..... .. .. ..'. -. .;. ' .-.... . . I. . � .'... . .. . .. ..I -.. �. ... . .. ,.....I.. .. ... ,... . ...I ....... . . .. ..F. . . .I. ... .. I .I 1., .. , .. .. , ... . .I. . , .. .. : ... . . .. .. ..�- . I . ' .. .I ,.. . .- .I. ..- . . . .. . ... . . . ..... . . . *. .. . .. .. .. . . .... . . .-.L. ..._.w: .\. . . . I... � ��`' 93 BARS C 18" O.C.E.W. I.. 1'-O" . . Q&Q1FI-"1I A, . 1.. . ..1'g..1<- .I. 1 .. .r=.. l�-.".z � . OR AS DESIGNATED ON PLANS PTM" .•- I . . . . . ... • . . � .. .. Gt� , ; 1'-61t. - 45 . . . . .. ,` 93 BARS Q __ O.C.E.YA. . �� OR AS DESIGNATED V44 . . I I ON PLANSG�� ��'�� j 1'-6" . _ . .. ' 6"� 4 HEIGHT N . . 1/z VARIES „� z . NOiEt �, 1 �,� . WEEP HOLE .� 6 . HEIGHT o MIN.18" TOE WALL TO BE CONSTRUCTED MATCH ELEV, 1� — • AT BEGINNING & END OF CONCRETE '-TT" - '- -`"^� H �� VARIES cn 1/3 HEIGHT ' • ....... ., MATC R. ELEV. 1 WEEP HOLE . .. DITCH CHANNEL & RIP -RAP SECTIONS. . • > ' . 5' S' 5' 5' 2°ID I• VARIES 1 12"X12" GALV. HWD. • . 1/3 HEIGHT ui . ' H/3 WHEN CLOTH /� MESH H-4' OR MORE W/GRANULAR MATERIAL 12"X12" GALV. HWD. . r­ _...— _ I . ' : 1B" TO 36" AS .. ,r . . .. Q—_— ONI PLANS Br,j W/GRANULAAR MATERIAL . • . _ lc_""? -` . . ' . NOTE, . j ' ' HOLEDETAIL 26-DAY CONCRETE STRENGTH- 3000 pal .. MIN. 18" TOE WALL TO BE CONSTRUCTED .. . . • ' ' AT BEGINNING & END OF CONCRETE .. ' . DITCH CHANNEL & RIP -RAP SECTIONS. . . . . . . .. CONCRETE CHANNEL LINING 5 5 . 5 5 . 210 D2-00 —wH/3 WHEN . . . . . 0 _ _••—-4' OR MORE . . MINIMUM WIDTH DRAINAGE EASEMENT ''- . . • .. 15' M1N. 5' MIN... Chi" _ _ STRENGTHC03000Tpai ' ,m, 2 TIEEPHOLEDETAIL ' ' ;� —*I1 . T MAX•* • . ' MII N 1•1-1* I . : ' '. • . CONCRETE RIP -RAP D2-U 1 . `MAXIMUM SLOPE 4' MIN. .. . . ' .. .. . THICKNESS AS HANDRAIL .. . . . 71TICA.L LINED CIIAAT M, SECTION DESIGNATED ON PLANS . • � - . •3 BARS Q 18" O.C.E.W. r-0" • . x01KSw QP EMCAK•(T'!y SIDEWALK a ..STANDARD CH.A,NNEL SECTION • •' °R AS DESIGNATED ;` . .. - . • • . . . _ . • ' . ON PLANS V��O�� �'` 18 . D2-02 : . . • HEIGHT . 1%2 . . VARIES .. . . . . . . . . 63 BARS Q 12" O.C.E.W. . - MATCH L ELEV.. 1 r--� I 28-DAY CONCRETE . ., . ' ' . GTH-3000 pal �. . `;� STREN '' I ' NOTE,18" TOE WALL TO BE CONSTRUCTED . ' . _11. 1 •j-4 *;i- ' 18" TOE DOWN n rr . '>^`• • tx' "J. 18 TO 36 AS AT BEGINNING &END OF CONCRETE . ; _.� Vic...; (ALSO AT DESIGNATED ON PLANS DITCH LINING &RIP -RAP SECTIONS . . .., . , , r �" , FLUME $NDS) 8"� • .. ' . .. . . • J6" CONCRETE SIDE SLOPE PROTECTION .. '. . . • 4r-01 .. . . • • . .. . . . 28-DAY CONCRETE STRENGTH- 3000 psi .. . . .. .STANDARD FLUME SECTION .. . . .:. . ' .. : • EXPANSION JOINTS AT 60' O.C. D2-U4 .. . . • . ' .. . . • �. - . .. w WIVI .. . • •. ... . GENERAL NOTES+ .'. .. . 3-1/4" DIA . . . 1. BASE THICKNESS AND FOUNDATION SHALL BE AS FOLLOWS: .('l ° 6Ry _ OF COLLEGES _ • 2-3/i6" DIA ;;?�� 1-V2" LETTERING' ' • G� '' t2) PfCKBARS 'ALET DEPTH (FT.) BASE LETTERING STYLE: 'y - - q� - 9/161, LET THICKNESS BOOKMAN OLD STYLE - -- ,� 1/4" DIA . o - 011evii . . 04 RECESSED FLUSH - • 2" -' °y r .1/2" 0 - 12 ---_--_-- 8" : - J � - " NEOPRENE GASKET 4- 12 AND OVER ---=•-- --12" ® v v ® 1-1/2" LETTERING 7/16 LETTERING STYLE= �33 15/16IADA� �5/16" . 2. DEPTHS GREATER THAN 12' WILL REQUIRE 2 MATS OF REINFORCING . 1300KMAN OLD STYLE. . 2-9/1g STEEL IN THE BASE. sr �,� sT �� . RECESSED FLUSH . 3. ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER .. 0 R M-S F-� 0 R M S �� .. •40-3/4" DIA . HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEQUATELY G PLAN VIEW . ' . BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL - . ' IRA ME SECTION z GROWTH IS. ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS Q - IS PRESENT, BLOCK SOD WILL BE REQUIRED. . . . . . . 4MACHINED SURFACE ' H . 4. APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED ,-�-� _ 'Q DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY R n— . „ 3 13/16" ' • • . E-� CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE 32 DIA 1-V2" 1-- • ' c VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS �� '�� . . COMPLETE AND THEN REMOVED BY CONTRACTOR. r-1432.3 2-7/16" " W • ,,.",,. t , 7/B C7 0 - 2-7/8" . �A x R 1-3/4" H R S. RODE � LG . . . ' . ._...� . • . COVER SECTION PICKBAR 1?ETgIL O---ttt r U . . NOTE: T g :.: BOTTOM VIEW . p USED FOR Plf6L ID STORM E OFCOV�'R SEWER SYSTEMS 0 Y. • STANDARDMANHOLE RING AND COVER ' �,.� . NOT TO BE USED XRIVATE - STORM SEWER SYSTE , . . ... 32"DIA: DUCTILEIRON V-1431--3 • • ' . .. . . D4-00 . . .. . 5-3/8" DIA •' ti' . . . ... (2) T' HOLES S .. 1" LETTERING 24-1/4" DIA (RECESSED FLUSH) `�'i O F 8R yq , . OF COLLEGE Sr9 (RECESSED FLUSH). - 1-1/4, 22-1/8" DIA 2�� ,, . , ti `� _ r . .. \ v . . ' . .. I" LETTERING 25-7/8"- :. . LETTERING STYLEt . . 31-7/8" . . BOOKMAN OLD STYLE• . J,T . . sT - �- (RECESSED FLUSH) • . . . . . . • ORAf S 1/2" LETTERS R,y SEA FRAA SECTION • CITY OF BR].tilt/ 1,r LETTERING - (RECESSED FLUSH) . . 7�le GoadLife, !errs Style.- COVER FACE COTR FACE • 2-1/4" . , 1-3/8" .. ' . - . . . u . . 24 . . " 3/4„ F . .. � I • . . . lwnaioA �r M MINED BEARING SURFACE 1'1/4" .. . . . �o,„� . ' • . COVLR SECTION - . . PICKHOLE DETAIL DRAWN aY: C. L. M. . . ' .. .. .. . • • . . .. DATE, ' 10-01-11 NOTE, • . STORM SEWER LIDS TO BE . - BOTTOM VIEW SCALE, N T S ' ' USED S PUBLIC STORM STANDARD MANHOLE RING AND COVER SEWER SYSTEMS ONLY . NOT TO BE USED ON PRIVATE APPROVED: W. P. K. - . STORM SEWER SYSTEMS. . OF COVER . • . . . . . . .. 24"DIA. D UCTILEIRON V 1342A : • , - - F I G U R E . . .. .' . D4-01 ' . D . . . . . .'. : . . •. . : SHEET 1 OF - 1