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ti - "4) et S.�c mph �, Aw 461 PROJECT INFORMATION.- N PR0VECT NAME.• SAFE. WAREHOUSE EXPANSION cvn ici+r AnnccL%c. 1%MAUAu Mn nni i cnc t%7A7/nA/ 7' 'VAC PROJECT LOCATION.- 743' SE OF THE GRAhOM RDIVICTOR14 AVE. INTERSECTION W LEGAL DESCRIPTION. LOT 18, UNIVERS/1Y INDUST?14L PARK, PHASE 2 TOTAL SITE AREA: 0.4803 ACRES 0 APPL/CANT INFORMA T/ON: W NAME: DARREN HUCKERT (✓ONES / CARTER) r ADDRESS: 1716 BR/ARCREST OR. BRYAN, TEXAS 77802 PHONE 979.731.8000 OWNER INFORMA TION. NAME: STEVEN RIANS (RICHDALE PROPERTIES) ADDRESS.' 6013 AUGUSTA CIRCLE COLLEGE STATION, 7EYAS 77845 PHONE- 979.690.0301 0 r ARCHITECT INFORMATION. N NAME.• LEON WILL14MSON (WILLIAMSON GROUP ARCHITECTS) ADDRESS: 106 EAST 26TH BRYAN, TEXAS 77803 PHONE- 979.775.1778 ICHDAL ROPERTIES RA OS COUNTY, TEXAS SMAEF E. WAREHOUSE EXPANSION J&C JOB NO. 14321-0001-00 10 CIA sr C or eo 01- 3 S Na. `- �� 3 y�qP �OW 3 STARUNO DR O P4. ACCR T 3'`3 3 3 'fir 3 SITE .� 301r 17 LOCATION 40 4/lory .4 1y � C411E R= PW ROCK NSTA DR tg0A TU ROCK CT Hg10W STONE DR VICINITY MAP SCALE: N.T.S. CITY OF COLLEGE STATION January 2016 JC JONES CARTER Texas Board of Professional Engineers Registration No. F-439 1716 Briarcrest Dr, Ste.160 • Bryan, Texas 77802 # 979.731.8000 SHEET NO. 1 2 3 4 5 6 INDEX OF DRAWINGS TITLE COVER SHEET & INDEX PROJECT LOC MAP, GENERAL NOTES, ABBREVIATIONS, & LEGENDS EXISTING CONDITIONS, DEMOLITION & EROSION CONTROL PLAN SITE PLANDIMENSION CONTROL & LANDSCAPING PLAN GRADING & DRAINAGE PLAN UTIL17Y PLAN DETAILS 7 MISCELLANEOUS DETAILS W1, W2 BCS WATER DETAILS S1, S2 BCS SEWER DETAILS TEXAS 811 NOTIFICATION SYSTEM CALL BEFORE YOU DIG! ! ! www.texas8ll.org/ 1-800-344-8377 SCt Ir�tiul�.uaa S�Z�.r-�,ed ��t5 Z 0 V) Z Q X W L.LJ V) 0 W Q Lj Q • U) W .: s....................::. WIRREN HUCKERT 101112 ENS SHEET No. 1 THE SFAL APPEAR/NG ON THIS DOCUMENT WAS AMOK/ZED BY L14RR£N HWKERT OF 8 P.E. 101112 ON 01-21 2016 S s S3 41 ZOO GENERAL CONSTRUCTION NOTES 1. WASTEWATER COLLECTION SYSTEMS, WATER, PAVING, TRAFFIC SIGNALS AND DRAINAGE SYSTEMS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CITY DOCUMENTS. THESE DOCUMENTS ARE BRYAN/ COLLEGE STATION UNIFORM DESIGN GUIDELINES, BRYAN/ COLLEGE STATION UNIFIED STANDARD SPECIFICATIONS AND BRYAN/ COLLEGE STATION UNIFIED STANDARD DETAILS WITH ALL SUBSEQUENT AMENDMENTS ADDED THERETO UNLESS OTHERWISE NOTED AND APPROVED ON THESE PLANS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THAT HE/SHE HAS THE MOST RECENT EDITIONS. 2. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGE TO EXISTING PUBLIC OR PRIVATE UTILITY LINES, INCLUDING BUT NOT LIMITED TO PAVING, WATER LINES, WASTEWATER COLLECTION SYSTEMS, STORM SEWER AND TRAFFIC SIGNALS DURING CONSTRUCTION. ALL DAMAGES SHALL BE REPAIRED IN ACCORDANCE WITH CURRENT EDITIONS OF BRYAN/ COLLEGE STATION STANDARD CONSTRUCTION SPECIFICATIONS, DESIGN DETAILS AND DESIGN MANUALS. REPAIRS SHALL BE AT THE CONTRACTORS EXPENSE. 3. THE APPROXIMATE LOCATION OF EXISTING UTILITIES ARE GIVEN FOR REFERENCE ONLY. BEFORE COMMENCING THE WORK ON THIS CONTRACT, THE CONTRACTOR SHALL VERIFY BY FIELD INVESTIGATION THE ACTUAL LOCATIONS OF ALL UTILITY FACILITIES WITHIN AND ADJACENT TO THE LIMITS OF THE WORK THAT MAY BE AFFECTED BY THE WORK. CONFLICTS WHICH RESULT DUE TO NEGLIGENCE BY THE CONTRACTOR TO LOCATE, HORIZONTALLY AND VERTICALLY, EXISTING UTILITIES WHICH ARE SHOWN ON THE CONSTRUCTION DRAWINGS, OR WHICH THE CONTRACTOR HAS BEEN GIVEN NOTICE OR HAS KNOWLEDGE, SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. THE COST OF REMEDIAL WORK, REMOVAL OF PORTIONS OF THE WORK OR EXTENSIVE DESIGN CHANGES OCCASIONED BY THE FAILURE OF THE CONTRACTOR TO VERIFY THE LOCATION OF EXISTING UTILITIES AS DESCRIBED ABOVE SHALL BE BORNE BY THE CONTRACTOR. 4. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PAY FOR AND OBTAIN ALL REQUIRED PERMITS AND INSPECTION APPROVALS FOR ALL WORK SHOWN 5. CONTRACTOR SHALL COMPLY WITH O.S.H.A. REGULATIONS AND TEXAS STATE LAW CONCERNING TRENCH SAFETY SYSTEMS. 6. THE CONTRACTOR SHALL RETURN ALL EXISTING FACILITIES TO EXISTING OR BETTER CONDITION UNLESS OTHERWISE NOTED AT NO ADDITIONAL COST TO THE OWNER. 7. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING RED LINE RECORD DRAWINGS (INCLUDING MEASUREMENTS FROM TWO FIXED OBJECTS TO ENDS OF SANITARY SEWER SERVICES) AT THE COMPLETION OF THIS JOB. PRIOR TO FINAL PAYMENT. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SECURITY AND SAFETY PROVISIONS REQUIRED TO PROTECT INDIVIDUALS, EQUIPMENT, MATERIALS, AND WORKMANSHIP NECESSARY FOR THIS PROJECT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE STORAGE OF MATERIALS IN A SAFE AND WORKMANLIKE MANNER TO PREVENT INJURIES, DURING AND AFTER WORKING HOURS, UNTIL PROJECT COMPLETION. 9. THE CONTRACTOR SHALL ADVISE THE ENGINEER OF ANY APPARENT OR SPECIAL NEEDS TO COMPLETE THE SCOPE OF WORK INCLUDED IN THIS PROJECT. THESE MAY INCLUDE THE NEED FOR OWNER PROVIDED SERVICES SUCH AS WATER. 10. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AT LEAST 48 HOURS PRIOR TO COMMENCEMENT OF WORK. 11. THE CONTRACTOR SHALL PROVIDE A DETAILED WRITTEN SCHEDULE WHICH OUTLINES A LOGICAL, ORDERLY PLAN FOR COMPLETING THE WORK REQUIRED FOR THIS PROJECT. THIS SCHEDULE SHALL SPECIFY DATES AND TIME INCREMENTS FOR THE VARIOUS ITEMS OF WORK TO MEET THE CONTRACT PERIOD. THROUGHOUT THE DURATION OF THE CONTRACT PERIOD, THE CONTRACTOR HALL MAINTAIN CLOSE COORDINATION WITH THE OWNER AND ENGINEER REGARDING SCHEDULING AND PROGRESS OF THE PROJECT. 12. ACCURATE RECORDS SHOWING THE INSTALLED LOCATIONS OF ALL IMPROVEMENTS SHALL BE MAINTAINED BY THE CONTRACTOR DURING CONSTRUCTION. 13. THE CONTRACTOR SHALL MAKE EVERY EFFORT TO MAINTAIN ACCESS DURING THE CONSTRUCTION PERIOD. SCHEDULING OF ACTIVITIES SHOULD EMPHASIZE ACCESSIBILITY TO THE PROJECT SITE. EXTENDED PERIOD OF RESTRICTED ACCESS MUST BE LIMITED. 14. THE CONTRACTOR SHALL DISPOSE OF ALL EXCESS EXCAVATION, CONCRETE AND OTHER EXCAVATED MATERIALS OFF SITE IN A LEGAL MANNER. 15. THE CONTRACTOR SHALL PERFORM ALL CLEARING AND GRUBBING OPERATIONS REQUIRED TO INSTALL THE IMPROVEMENTS COVERED UNDER THIS PROJECT AND THE COSTS THEREOF SHALL BE INCLUDED IN THE UNIT PRICES OF APPROPRIATE ITEMS IN THE PROPOSAL 16. CONTRACTOR SHALL PROTECT EXISTING MONUMENTS, YARDS, FENCES PRIVATE UTILITIES, DRIVES, CURBS. MAIL BOXES, SIGNS, IMPROVEMENTS, CULVERTS, AND OTHER SUCH ITEMS FROM DAMAGE DURING CONSTRUCTION. DAMAGE DONE TO THESE ITEMS SHALL BE REPAIRED OR REPLACED TO EXISTING OR BETTER CONDITION AT CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL MOVE AND REPLACE SUCH MOVABLE ITEMS AS MAIL BOXES, TRAFFIC CONTROL, BUSINESS SIGNS, AND STREET SIGNS AS NECESSARY FOR CONSTRUCTION. E 17. AT THE END OF ALL CONSTRUCTION ACTIVITIES, THE CONTRACTOR SHALL RESTORE EXISTING FACILITY (I.E. PROPERTY) EQUAL TO OR BETTER THAN EXISTING SITE CONDITIONS PRIOR TO �.; CONSTRUCTION. CLEAN-UP ACTIVITIES SHALL BE MAINTAINED THROUGHOUT THE CONTRACT PERIOD. N 18. THE CONTRACTOR SHOULD BE AWARE THAT THERE ARE OVERHEAD AND UNDERGROUND ELECTRICAL, TELEPHONE, ETC. LINES WITHIN THE PROJECT SITE. THE CONTRACTOR AND HIS = PERSONNEL SHALL EXERCISE CARE AROUND THESE LINES TO PREVENT DAMAGE TO LINES -9 AND INJURY TO THE PERSONNEL ANY DAMAGE SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE. C219. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES WITH FACILITIES IN THE PROJECT o LOCATION NOT LESS THAN 48 HOURS PRIOR TO CONSTRUCTION ACTIVITIES IN THE RESPECTIVE WORK AREAS. ADEQUATE PROVISIONS FOR PROTECTING EXISTING FACILITIES a. SHOULD BE EMPLOYED. a a 20. A MAXIMUM FOUR (4) HOUR BREAK IN SERVICE SHALL BE ALLOWED FOR ANY UTILITY SERVICE CONNECTION. THE CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE PROPERTY OWNERS AND RESIDENTS A MINIMUM OF 48 HOURS IN ADVANCE OF DISRUPTING ANY TYPE OF UTILITY SERVICE. 21. CONTRACTOR SHALL UNCOVER EXISTING UTILITIES AT ALL "POINTS OF CROSSING' TO DETERMINE IF CONFLICTS EXIST BEFORE COMMENCING ANY CONSTRUCTION. NOTIFY THE ENGINEER AT ONCE OF ANY CONFLICT. 22. FINAL COVER OF INSTALLED LINES SHALL NOT BEGIN PRIOR TO OBSERVATION AND ACCEPTANCE BY THE CITY INSPECTOR. OWNER, OR ENGINEER. THE CONTRACTOR SHALL CONTACT THE OWNER BY 4:00 PM EACH DAY REGARDING THE SCHEDULING OF THESE MONITORING VISITS. 23. THE LOADING AND UNLOADING OF ALL MATERIALS AND EQUIPMENT SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDED PRACTICES AND SHALL AT ALL TIMES BE PERFORMED WITH CARE TO AVOID ANY DAMAGE TO THE MATERIAL. THE CONTRACTOR SHALL LOCATE AND PROVIDE THE NECESSARY STORAGE AREAS FOR MATERIALS AND EQUIPMENT. 24. DISTURBED AREAS SHALL BE FINISH GRADED AND HYDROMULCH SEEDED AFTER COMPLETION. 25. NSP SHALL MEAN NO SEPARATE PAY ITEM IN THE BID PROPOSAL. ITEMS SHALL BE CONSIDERED SUBSIDIARY TO THE LISTED PAY ITEMS. ALL MATERIAL AND LABOR NOT IDENTIFIED AS A SEPARATE BID ITEM SHALL BE CONSIDERED SUBSIDIARY TO THE ITEM IN WHICH IT IS USED. 26. ALL WORK SHALL COMPLY WITH THE BRYAN/COLLEGE STATION UNIFIED STANDARD SPECIFICATIONS AND DETAILS. 27. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL CONNECTIONS TO THE PUBLIC SYSTEMS AND INSTALLATIONS WITH REGULATORY INSPECTOR. 28. THIS PROJECT SHALL BE BUILT BY MEANS OF OPEN CUT EXCEPT AS NOTED ON THE DRAWINGS. THE CONTRACTOR TO DETERMINE THE LOCATIONS OF BORE PITS IN FIELD SUBJECT TO THE INSPECTOR'S APPROVAL. 29. ALL BORES SHOWN, UNLESS OTHERWISE NOTED, SHALL BE DRY MECHANICAL BORES. TREIE aDEWALK&MDSCAPIN_G NOTES 1. CONTRACTOR SHALL REMOVE AND REPLACE IN KIND ALL EXISTING TREES, SIDEWALKS, LANDSCAPING, AND IRRIGATION SYSTEMS. EROSION CONTROL NOTES 1. EROSION CONTROL MEASURES AS SHOWN SHALL BE CONSIDERED THE VERY MINIMAL REQUIRED. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO IMPLEMENT ALL OTHER EROSION CONTROL MEASURES (DIVISION BERMS, DRAINAGE STRUCTURES, SWALES, ADDITIONAL FENCING, ETC.) NECESSARY TO KEEP THE EXISTING IMPROVEMENTS AND DEVELOPMENTS FROM DAMAGE OF ANY KIND, DURING ALL PHASES OF DEMOLITION AND CONSTRUCTION. 2. THE SITE OPERATOR, OR HIS REPRESENTATIVE ESTABLISHED BY A LETTER OF DELEGATION. SHALL MAKE A VISUAL INSPECTION OF ALL SILTATION CONTROLS AND NEWLY STABILIZED AREAS ON A DAILY BASIS; ESPECIALLY AFTER A RAINFALL TONSURE THAT ALL CONTROLS ARE MAINTAINED AND PROPERLY FUNCTIONING. ANY DAMAGED CONTROLS SHALL BE REPAIRED PRIOR TO THE END OF THE WORK DAY, INCLUDING RE -SEEDING AND MULCHING OR RE -SODDING, IF NECESSARY. 3. ALL SEDIMENT TRAPPING DEVICES SHALL BE INSTALLED AS SOON AS PRACTICAL AFTER THE AREA HAS BEEN DISTURBED. ALL SEDIMENT TRAPPING DEVICES SHALL BE CLEANED WHEN THE SEDIMENT LEVEL REACHES 25% CAPACITY. SEDIMENT SHALL BE DISPOSED OF BY SPREADING ON SITE OR HAULING AWAY IF NOT SUITABLE FOR FILL. 4. DURING CONSTRUCTION, CONTRACTOR SHALL MAINTAIN BEST MANAGEMENT PRACTICE (BMP), SEDIMENT FENCE, HAY BALE BARRIERS, OR OTHER SEDIMENT TRAPPING DEVICES SHALL CONTROL ALL STORM WATER LEAVING THE SITE. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING TEMPORARY EROSION CONTROL MEASURES AS REQUIRED FOR DIFFERENT PHASES OF CONSTRUCTION. EROSION CONTROL MEASURES SHOWN MAY NEED TO BE ADJUSTED TO HANDLE INCREASED OR CONCENTRATED FLOWS CREATED BY VARIOUS STAGES OF THE CONSTRUCTION. 6. THE CONTRACTOR IS RESPONSIBLE FOR FILING A NOTICE OF INTENT PRIOR TO COMMENCEMENT OF WORK AND A N0110E OF TERMINATION AT THE COMPLETION OF THE PROJECT TO TCEQ. A LAMINATED COPY OF THE CONSTRUCTION SITE NOTICE N01 AND SWPPP, VISIBLE FROM THE PUBLIC RIGHT-OF-WAY, SHALL BE POSTED AT THE SITE. 7. PHASE TWO EROSION CONTROL MEASURES SHALL BE IMPLEMENTED IMMEDIATELY AFTER CONSTRUCTION OF THEIR ASSOCIATED IMPROVEMENTS. INLET PROTECTION BARRIERS SHALL BE CONSTRUCTED WITH HAY BALES OR SILT FENCING, INLETS LOCATED IN PAVEMENT SHALL BE PROTECTED WITH SAND BAGS, REPLACING THE HAY BALES OR SILT FENCING, ONCE THE PAVEMENT IS IN PLACE. EROSION CONTROL MEASURES SHALL BE KEPT IN PLACE UNTIL UPSTREAM DRAINAGE AREAS ARE FULLY STABILIZED. 8. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING SEDIMENT CONTROL DEVICES AFTER THE SITE HAS BEEN SEEDED AND/OR SODDED, AND GROUND COVER HAS TAKEN ROOT. 9. THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO ENSURE THAT ALL DISTURBED AREAS ARE STABILIZED. DESIGNED AREA SHALL BE BLOCK SODDED, AND ALL OTHER AREAS DISTURBED DUE TO CONSTRUCTION SHALL BE HYDRO -MULCH SEEDED. THESE STABILIZED AREAS SHALL BE SODDED OR SEEDED, FERTILIZED, AND WATERED TO ESTABLISH A SOLID GROUND COVER WITHIN 30 DAYS OF COMPLETION, OR IF ACTIVITY CEASES FOR MORE THAN 14 DAYS. 10. WHEN HYDRO -MULCH IS REQUIRED, CONTRACTORS SHALL KEEP MULCH MOIST AFTER INSTALLATION AND UNTIL AREA SHOWS GROWTH. 11. EROSION CONTROL MEASURES SHALL BE IMPLEMENTED PRIOR TO ANY EXCAVATION OR DEMOLITION WORK. 12. THE CONTRACTOR SHALL TAKE SPECIAL CARE TO INSURE THAT SURFACE DRAINAGE IS NOT IMPEDED BY CONSTRUCTION WORK. 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE AND PROTECTION OF CONSTRUCTION ACTIVITIES DURING THE CONTRACT PERIOD. THIS SHALL INCLUDE ANY EROSION CONTROL MEASURES AND REGRADING NECESSARY TO ACHIEVE THE LINES AND GRADES SET FORTH BY THESE PLANS. 14. SIGNING, BARRICADING AND LIGHTING FOR CONSTRUCTION WITHIN ROAD RIGHT-OFWAY SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES AND OTHER APPLICABLE STATE OR LOCAL STANDARDS. SIGNS, BARRICADES AND LIGHTS SHALL BE KEPT CLEAN, OPERATIONAL AND PROPERLY POSITIONED TO ASSURE PROPER SAFETY PRECAUTIONS. 15. ADEQUATE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION, AND ANY DRAINAGE DITCH OR STRUCTURE DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO THE SATISFACTION OF THE OWNING AUTHORITY; ALL IN COMPLIANCE WITH THE "NATIONAL POLLUTANTS DISCHARGE ELIMINATION SYSTEM" (NPDES) REQUIREMENTS. WATERLINE CONSTRUCTION NOTES 1. ALL FOUR (4) INCH THROUGH TWELVE (12) WATERLINES TO BE CLASS 200 (DR-14), PVC (AWWA C-900). OR DUCTILE IRON AS SPECIFIED. IN THE BRYAN/ COLLEGE STATION UNIFORM DESIGN GUIDELINES. 2. TWELVE (12) INCH OR SMALLER WATERLINES SHALL HAVE A MINIMUM COVER OF FOUR (4) FEET AND A MAXIMUM COVER OF FIVE(5) FEET. THE CONTRACTOR SHALL UNIFORMLY VARY THE ELEVATION OF THE WATERLINE FROM THE DEPTH SHOWN ON THE PLANS TO FACILITATE CONFLICT AVOIDANCE AND MAINTAIN MINIMUM CLEARANCES. MAXIMUM DEFLECTION OF JOINTS SHALL NOT EXCEED THOSE MENTIONED IN THE BRYAN/COLLEGE STATION UNIFORM GUIDELINES OR THE PIPE MANUFACTURER'S RECOMMENDATIONS. 3. WATERLINE FITTINGS SHALL BE DUCTILE IRON AND SHALL CONFORM TO AWWA C153, UNLESS OTHERWISE NOTED. 4. WATERLINES SHALL BE CONSTRUCTED SO THAT ALL CROSSES AND TEES WILL NOT BE LOCATED UNDER PROPOSED OR FUTURE PAVING. 5. MAINTAIN 12-INCH MINIMUM CLEARANCE BETWEEN ALL WATERLINES, STORM SEWERS, AND CULVERTS UNLESS OTHERWISE NOTED. 6. FOR SPECIAL WATERLINE / SANITARY SEWER CLEARANCES, SEE SANITARY SEWER CONSTRUCTION NOTES. 7. WATERLINES SHALL BE BANK SAND -BEDDED AND BACKFILLED IN ACCORDANCE WITH THE LATEST EDITION OF THE BRYAN/COLLEGE STATION UNIFIED STANDARD SPECIFICATIONS AND DETAILS. 8. SANITARY PRECAUTIONS MUST BE TAKEN DURING WATERLINE CONSTRUCTION, AS CALLED FOR BY AWWA STANDARDS. PRECAUTIONS INCLUDE KEEPING PIPE CLEAN AND CAPPING, OR OTHERWISE EFFECTIVELY COVERING OPEN PIPE ENDS TO EXCLUDE INSECTS, ANIMALS, OR OTHER SOURCES OF CONTAMINATION FROM UNFINISHED PIPE LINES AT TIMES WHEN CONSTRUCTION IS NOT IN PROGRESS. 9. ALL NEWLY INSTALLED PIPES, COATINGS, AND RELATED PRODUCTS SHALL CONFORM TO AMERICAN NATIONAL STANDARDS INSTITUTE / NATIONAL SANITATION FOUNDATION (ANSI / NSF) STANDARDS AND MUST BE CERTIFIED BY AN ORGANIZATION ACCREDITED BY ANSI. 10. DO NOT INCLUDE SERVICE CONNECTIONS IN THIS CONTRACT. HOWEVER, WHEN CONSTRUCTED, THEY WILL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE BRYAN/COLLEGE STATION UNIFIED STANDARD SPECIFICATIONS. 11. ALL FIRE HYDRANTS AND VALVE BOXES SHALL BE ADJUSTED TO FINISH GRADE. FIRE HYDRANTS SHALL BE TURNED TO FACE STREET. 12. ALL TESTING PROCEDURES USED ON THIS PROJECT SHALL CONFORM TO THE TCEQ, AWWA, NSF OR APPLICABLE. STANDARDS. THE TESTING EXPENSE FOR ANY FAILED TEST SHALL BE BORNE BY THE CONTRACTOR. 13. TIE INTO EXISTING LINES SHALL INCLUDE ALL REQUIRED FITTINGS, CONNECTIONS, ETC. SANITARY SEWER CONSTRUCTION NOTES 1. ALL PROPOSED SANITARY SEWER LINE FLOW LINES ARE CALCULATED TO THE CENTER OF THE MANHOLE. AND INCLUDE A 0.10 FOOT DROP IN THE MANHOLE 2. ALL PROPOSED 6-INCH TO 12-INCH GRAVITY SANITARY SEWER LINES WILL BE DUCTILE IRON OR SDR 26 PVC PIPE ASTM D-3034, ALL PROPOSED GRAVITY LINES OVER 12-INCHES WILL BE SDR-26 PVC, ASTM F-679. 3. MAINTAIN 12-INCH MINIMUM CLEARANCE BETWEEN ALL SANITARY SEWERS. STORM SEWERS AND CULVERTS UNLESS OTHERWISE NOTED. 4. SEWER TRENCHES UNDER OR WITHIN FIVE(5) FEET OF EXISTING PAVEMENT TO BE BACKFILLED WITH CEMENT -SAND, BACKFILL AS SPECIFIED IN THE BRYAN/ COLLEGE STATION UNIFIED SPECIFICATIONS AND DETAILS, AND SHOWN ON ST4-00, ST4-01, ST4-02. 5. ALL SEWER LINES SHALL BE TESTED IN ACCORDANCE WITH THE BRYAN/COLLEGE STATION UNIFIED STANDARD SPECIFICATIONS. 6. FOR ALL PVC PIPE. USE MANHOLE WATERSTOP GASKET, PIPECONX MANHOLE ADAPTER SEAL OR APPROVED EQUAL AT MANHOLE CONNECTIONS AS STATED IN THE BRYAN/COLLEGE STATION UNIFIED STANDARD SPECIFICATIONS (NO SEPARATE PAY). 7. ALL PROPOSED DUCTILE IRON PIPE -(DIP) 6-INCH TO 12-INCH GRAVITY SANITARY SEWER WILL BE ANSI/AWWA C151 /A21.5 PRESSURE CLASS 350. PRESSURE CLASS 250 FOR 18-INCH SANITARY SEWER, AND PRESSURE CLASS 200 FOR 24-INCH AND GREATER SANITARY SEWER. 8. ALL DUCTILE IRON PIPE SHALL INCLUDE AN EIGHT (8) MIL, BLACK VIRGIN POLYETHYLENE WRAP AS SPECIFIED IN AWWA C105. 9. UNLESS OTHERWISE NOTED, ALL DUCTILE IRON PIPE (DIP) SHALL BE CEMENT -MORTAR LINED WITH SEAL COAT, ALL IN ACCORDANCE WITH AWWA C104 OR EPDXY COATED IN ACCORDANCE WITH AWWA C116. 10. PIPE EXTENSION TO BE BITUMINOUS COATED AND IN ACCORDANCE WITH REQUIREMENTS OF AWWA C151 SECTION 4.3 COATING AND LINEAR OR EPDXY COATED IN ACCORDANCE WITH AWWA C116. 11. CAST -IN -PLACE AND FIBERGLASS MANHOLES MAY NOT BE USED. 12. ALL PVC PIPE (ALL TYPES AND SDR/DR WALL THICKNESS TO BE USED) SHALL HAVE RUBBER GASKET, EQUIPPED BELL AND SPIGOT JOINTS CONFORMING TO ASTM D-3212. THE GASKET MATERIAL SHALL CONFORM TO ASTM F-477. 13. REGARDLESS OF ELEVATIONS SHOWN FOR MANHOLE RIMS, CLEAN -OUT COVERS, OR GRATES, MANHOLES IN PAVEMENT AREAS SHALL BE PLACED FLUSH WITH THE PAVEMENT ELEVATIONS AND SLOPES. MANHOLES NOT IN PAVEMENTS AREAS SHALL BE SET 3" ABOVE THE FINISHED GRADE. 14. WATERLINE / SANITARY MANHOLE AND SANITARY SEWER SEPARATION. ALL SANITARY SEWER FACILITIES AND POTABLE WATERLINES MUST BE INSTALLED SO AS TO PROVIDE A MINIMUM OF NINE FEET OF HORIZONTAL CLEARANCE BETWEEN THEM. WHERE THE NINE FOOT SEPARATION DISTANCE CANNOT BE ACHIEVED, FOLLOW THESE SPECIAL PROCEDURES: PROTECTION REQUIREMENTS AT WATER LINE - SANITARY SEWER CROSSINGS SURVEY INFORMATION NOTES ELEVATIONS SHOWN HEREON REFERENCE NAVD 88 VERTICAL DATUM AS DETERMINED BY GPS OBSERVATIONS. THESE OBSERVATIONS WERE SUBMITTED TO OPUS (ONLINE POSITIONING USER SERVICE) FOR POST PROCESSING FROM THE STATIC OBSERVATIONS OBTAINED IN THE FIELD. FLOOD PLAIN ACCORDING TO MAP NO. 48041CO31OF OF THE FEDERAL EMERGENCY MANAGEMENT AGENCY'S FLOOD INSURANCE RATE MAPS FOR BRAZOS COUNTY, TEXAS INCORPORATED AREAS. EFFECTIVE DATE APRIL 2. 2014, THE SUBJECT TRACT IS SITUATED WITHIN UNSHADED ZONE "X". DEFINED AS AREAS. DETERMINED TO BE OUTSIDE THE 500 YEAR FLOOD PLAIN. THIS FLOOD STATEMENT DOES NOT IMPLY THAT THE PROPERTY OR STRUCTURES THEREON WILL BE FREE FROM FLOODING OR FLOOD DAMAGE. ON RARE OCCASIONS FLOODS CAN AND WILL OCCUR AND FLOOD HEIGHTS MAY BE INCREASED BY MAN-MADE OR NATURAL CAUSES. THIS FLOOD STATEMENT SHALL NOT CREATE LIABILITY ON THE PART OF THE SURVEYOR. TBM A TEMPORARY BENCHMARK "A" BEING A SQUARE CUT IN THE NORTH CORNER OF A STORM INLET LOCATED 187.2 FEET WEST OF THE WESTERLY CORNER OF THE BUILDING. ELEVATION = 313.55 FEET, NAVD ADJUSTMENT. BEARINGS. BEARINGS SHOWN HEREON ARE BASED ON THE TEXAS COORDINATE SYSTEM OF 1983, CENTRAL ZONE (4203) ONE CALL UTILITY LOCATION ONE CALL U11UTY LOCATION SERVICE WAS PERFORMED FOR THIS SURVEY ON SEPTEMBER 17. 2015 (TICKET #551994427), TO LOCATE AND MARK ALL UTILITIES. PROPOSED WATER LINE PROPOSED SANITARY SEWER OVER UNDER OVER UNDER EXISTING SS PROP SS EXISTING SS PROP SS EXISTING WL PROP WL EXISTING WL PROP WL MINIMUM 2 FEET VERTICAL CLEARANCE ✓ 1 ✓ 1 ✓2 ✓ ✓6 ✓ ✓ ✓1 PLACE 1 FULL SECTION (MIN 18FT) OF WL CENTERED AT SS CROSSING. PROVIDE ✓ ✓ ✓ �/ �/ 6 ✓ ✓ RESTRAINED JOINTS ON WL, SPACED AT LEAST 9 FT. HORIZONTALLY FROM CENTERLINE OF SS PLACE 1 FULL SECTION (MIN 18FT) OF . SS CENTERED AT WL CROSSING. PROVIDE ✓ ✓7 ✓ 6 ✓7 ✓ ✓ RESTRAINED JOINTS ON SS, SPACED AT LEAST 9 FT. HORIZONTALLY FROM CENTERLINE OF WL REPLACE 1 FULL SECTION OF EXISTING SS WITH PRESSURE -RATED DIP OR PRESSURE RATED ✓3,4 ✓4.7 ✓ 6 PVC PIPE WITH ADAPTERS AND RESTRAINED JOINTS CENTERED AT WL CROSSING PROVIDE DIP FOR SMALL DIAMETER WL (LESS THAN 24 INCHES). PVC PIPE IS ONLY ALLOWED IF ENCASED PER TAC 290.44, AND USE RESTRAINED JOINTS FOR BOTH DIP AND PVC ✓ �/ �/ 6 PIPE EMBED SS WITH CSS FOR THE TOTAL LENGTH 3.4 5 4 5 5.6 5 5 5 OF 1 PIPE SEGMENT PLUS 1 FOOT BEYOND THE ✓ ✓ ✓ ✓ ✓ ' ✓ ✓ ✓ JOINTS ON EACH END 1. MINIMUM CLEARANCE IS 2 FEET FOR NON -PRESSURE RATED SS AND 6 INCHES FOR PRESSURE RATED SS (WITH AT LEAST 150 PSI PRESSURE RATING) 2. MINIMUM CLEARANCE IS 2 FEET FOR NON -PRESSURE RATED SS AND 1 FOOT FOR PRESSURE RATED SS 3. REQUIRED IF EXISTING SS IS DISTURBED AND/OR THERE IS EVIDENCE OF LEAKAGE 4. NOT REQUIRED FOR AUGERED WL UNLESS THERE IS EVIDENCE OF LEAKAGE; COMPLETELY FILL AUGERED HOLD WITH BENTONITE/CLAY MIXTURE 5. NOT REQUIRED FOR AUGERED SS; COMPLETELY FILL AUGERED HOLE WITH' BENTONITE/CLAY MIXTURE 6. NOT ALLOWED. REQUIRES APPROVAL OF CITY ENGINEER. 7. BOTH WATERLINE AND WASTEWATER MAIN LATERAL MUST PASS A PRESSURE AND LEAKAGE TEST AS SPECIFIED IN AWWA C600 STANDARDS. ASPH ASPHALT B--B-BACK-TO-BACK C.S. -CONSTRUCTION STATION C-C-CENIFR- r0-CENTER CIR-CIRCLE CL-CENTER LINE CMP-CORRUGATED METAL PIPE CONC-CONCRETE D.Z -DUCTILE IRON D14.-D44METER DRIW DRNEWAY DWY-DRIVEWAY D". S"A77ON ESMT-EASEMENT EX -EXISTING FL-FLOWLINE GALV. -GALVANIZED H.MA0. -HOT MIX ASPHAL770 CONCRErF HOR/Z-HORIZONTAL LF-LINEAR FEET LN-LAN£ ABBREVIA T101VS.- LT -LEFT MAX. MAXIMUM MIN. -MINIMUM MLBX MAILBOX MOD-MODI ED NG-KATURAL GROUND N7S-N0T-T0-SC41E O.C.-ON CENTER O.C.E.W.-ON CENTER EACH WAY PAW -PARKWAY PE -PROPERTY LINE PROP. -PROPOSED PVC -POINT OF VZR77C4L CURVATURE PVI=POINT OF VERTICAL INMRSEC770N PVMT-PAVEMENT PVT --POINT OF WR77C4L TANGENCY R-RADIUS ROB -REINFORCED CONCRE7F BOX RCP -REINFORCED CONCRE7E PIPE RD-ROAD ROW -RIGHT-OF-WAY RT-RIGHT SF -SQUARE FEET SO FT -SQUARE FEET SO YD SQUARE YARD ST-STREET STA. STA77ON STD STAA(aWV` SW -SIDEWALK SY-SQUARE YARD 7C TOP BACK OF CURB TEMP -TEMPORARY TG-70P OF GR4TF 77-rOP OF INLET 7P-70P OF PAVEMENT TS-70P OF SIDEWALK 7ST-70P OF STEP TXDOT--TEXAS DEPARTMENT OF 7R4NSPORTA770N 7YP-7YPICAL PERT-VERDCAL Existing Line Legend Proposed Line Legend - - As Abandoned Sewer Line - - Fs Fs Future Sewer Line - - AW Abandoned Water Line -- FW -- FW Future Water Line Existing Air Line Proposed Air Line A A AM Existing Ammonia Line AM Proposed Ammonia Line 8H Existing Baled Hay BH Proposed Boled Hoy X Existing Barbed Wire Fence X Proposed Barbed ire Fence --- <>- ----<> - Existing Choinlink Fence Proposed Choinlink Fence CW Existing Chilled Water Line CW Proposed Chilled Water Line CL Existing Chlorine Line CL Proposed Chlorine Line --- -• --- --- Existing CL Creek -•-•-•-•-•-•- Proposed CL Creek Existing CL Ditch Proposed CL Ditch - Existing CL Road - Proposed CL Road CC Existing Communication Coble CC Proposed Communication Cable DT Existing Data Cable DT Proposed Data Cable ---DC ----OC ----DC --- Existing Downspout Collector Line --0C -flC -UC - Proposed Downspout Collector Line DR Existing Drain Line DR Proposed Drain Line - - - Existing Easement - - - - - - - - - - Proposed Easement Existing Edge of Asphalt Proposed Edge of Asphalt ELF ELF Existing Electric Fence ELF ELF Proposed Electric Fence TRANS Existing Electric Transmission Line TRANS Proposed Electric Transmission Line - FF Existing Fabric Fence FF Proposed Fabric Fence FO Existing fiber Optic Line FO Proposed Fiber Optic Line FL --- --- Existing Fire Line FL Proposed Fire Line FM Existing Force Main FM Proposed Force Main FD Existing French Drain Line FD Proposed French Drain Line G Existing Gas Line G Proposed Gas Line GIN _ _ •__..- Existing Grey Water Line GW Proposed Grey Water Line ----- o ---- Existing Hog Wire Fence O Proposed Hog Wire Fence HW Existing Hot Water Line HW Proposed Hot Woter Line IF -- Existing Iron Fence IF Proposed Iron Fence ----IRR -IRR Existing Irrigation Line IRR -IRR Proposed Irrigation Line MF - Existing Metal Fence MF Proposed Metal Fence NPW Existing Non -Potable Water Line NpW Proposed Non -Potable Water Line OC Existing Overhead Coble OC Proposed Overhead Cable OE Existing Overhead Electric Line OE Proposed Overhead Electric Line OT - Existing Overhead Telephone Line OT Proposed Overhead Telephone Line p Existing Pipeline p Proposed Pipeline PP Existing Propane Line PP Proposed Propane Line PVC - Existing PVC Sleeve PVC Proposed PVC Sleeve - R Existing Rol/ Fence R Proposed Rai/ Fence -- - Existing Rai/road Tracks ' ' ' Proposed Railroad Tracks RW Existing Raw Water Line RW Proposed Raw Woter Line Existing Rock Berm RB Proposed Rock Berm RB RD Existing Roof Drain Line RD Proposed Roof Drain Line Existing Sanitary Sewer Line S Proposed Sanitary Sewer Line S ------- SF Existing Silt Fence Proposed Silt Fence SF ST Existing Storm Sewer ST Proposed Storm Sewer Existing Swale Proposed Swale Existing Toe of Slope Proposed Toe of Slope --- - ^ ^ Existing Top of Slope ^ ^ Proposed Top of Slope Existing Tree Line Proposed Tree Line - OE TV Existing iV Coble OE TV Proposed TV Cable C Existing Underground Cable C Proposed Underground Cable ---- UC - Existing Underground Conduit UC Proposed Underground Conduit UE Existing Underground Electric Line UE Proposed Underground Electric Line T Existing Underground Telephone Line T Proposed Underground Telephone Line - VF Existing Onyl Fence VF Proposed Vinyl Fence ------ W Existing Water Line W Proposed Water Line WF Existing Wire Fence WF Proposed Wire Fence /f----�f-- Existing Wood Fence Proposed Wood Fence VISIBLE IMPROVEMENTS/URLIT/ES WERE LOCATED W/TH THIS SURVEY• NO SUBSURFACE PROBING, EXCAVATION OR EXPLORATION WAS PERFORMED FOR THIS SURVEY.N0. DATE REVISIONS PPP. RICHDALE PROPERTIES BRAZOS COUNTY, TEXAS TEXAS 811 NOTIFICATION SYSTEM CALL BEFORE YOU DIG! ! ! www.texas8ll.org/ 1-800-344-8377 SYMBOL LEGEND -ELECTRIC POLE © -ELECTRIC CONDUIT -ELECTRIC METER E -GUY ANCHOR -STREET LIGHT -SIGN -MAILBOX O -SANITARY SEWER MANHOLE 0-S4/VITARY SEWER CLEAN -OUT m -TELEPHONE PEDESTAL o -GAS METER -GAS VAL VE ® -WATER METER ® -WATER VAL VE b -FIRE HYDRANT S.A.F.E. WAREHOUSE EXPANSION PROJECT LOC MAP, ENERAL NOTES, ABBREVIATIONS J`c J0NESICARTER 1 Texas Board of Professional Engineers Registration No. F 439 1716 Briarcrest D., Ste.160 • Bryan, Texas 77802 - 979.731.8000 SCALE: DGN. BY: PIC DATE: 01-21-2016 DWN. BY: CGM JOB NO. DWG. NO. ims Line anouwa measure txacuy i - n not, ,ne runs Have Been Reduced Or Enlarged Therefore Scaling From These Plans Is M Recommended And Could Result In Errors. Dimensions Shown On The Plans Shall Be Used Instead Of Scalina From The Plans. F �j"��9 �v% w DARREN HUCKERT .-'s 101112. 7W SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY LWRROV HUCKERT P.E. 101112 ON 01-21-2015 SHEET NO. 2 OF 8 i:L U Jv 0 STM MH RIM = 313.73 EX APPX 12" SANITARY SEWER RIM = 313.50 FL 10" PVC (NE) = 306.43 CITY OF COLLEGE STATION BOTTOM OF BOX = 310.37 FL 10" PVC (SW) = 306.69 FL 4 " PVC (W) = 307.33 STM MH RIM = 313.52 BOTTOM OF BOX = 309.95 0 20 40 Fe Scale: 1 •=20' .•— ='",- _. -..—.�,-^^tl"'-9e` - b ` �> V X V V g V V - <a ...D u a, `+• y b w "---P--'--••- ^'^"--,✓"'_._. \� Y• "�.... y 9 b. '�.' .p - D a .. h Y V P -� D — V V Y a ¢ , 1, ....< V - 9. V Y9 r -.. v q _ 't> 1y....' .V - P...., v .. '0FV .. , ! .b ,•, v.V `� D V a N. - q v - - - .r q .DP w b D ,q, " �a . u ,�. v ': v n . a, v _ �, . � u '►� Y "' V .. v ,,. � �P. r ,y ,S 69 a . � b � v _v .- ._.. OM B(!� •v > qv _ P r h P ,.W r ' -. D RIU — . ` 3 43sty y a� v y "' .... " _.� w a . D >P • OT,T = D. 7 OF r EX, APPX "12b WATERL/ E N • EX WA v w k > ' _ _ W q. q N q � TER' VALVE M- v b \110MOM OF SOX d 310,27 D W _ , �----- --- - b a ,a V o . CITY'OF,, COLLEGE STAT/_ON � �`��g 7 _ •,. ,r_ .p � - �.. —.-..�� !? �.. r- �.... �VV., � `g ° �v � � � �b - .�, '� q ..p c ..a.. , a RA/AM'/GOAD; �. �, f-EX WATER VAL 'Yy . `>q REH/YDRA T �' / N .+ v. oT .v b V p.v " v _V aD - . .. .. r f" .o. i,a ,.DL I�LYJ�wy,..� ,;WWCR'!v/V ��'b V Tbc:AV ,T b V . �, "`_.. a {r P .. P' a tiR' a� .tl W 9 V v j�///�j // �Y y ' •/lrvC3 W �. / �� P ^_... r' -r.-. _......— Y ..1 d / 'V - .{y � ....... '�.C.." • J• � 'WV �'X CHA/�/NK FEhef_ FA" C i ENCE p a �.. * . A — --q `ram FH R , _ — _ w -- r 6. 745- <;f —:---------: �51 ,.._.. —. _.._ _,_, ... — 8" OAK 8" OAK }��j�� q a W — — — — — — — -` Hw sN EL / / I EX ARE VALVE c IKE LANE � 112" IRONOUND ROD I - G DEMO & DISPOSE _ ___ —8" OAK _ _ _ . — 8 AK v CAPPED '��ZING RPLS 2003" I OF EX. CHA1A LIN/� 18" Nw `� I q b 4 , � FENCE GATE FI - VAL vE I ------------- a" - w >•. a .x,.q �;,, t I I -,.;P2.. Hy I p � o �. .b. Wav � yw w ," a - D �,� b q•a. 8"WOAfC p I DEMO & DISPOSE / I OF 280 LF OF 1 r� vl . a I Lot2 q : vu Da /GATE I EX CH,4/N LINK " U N I`EI I [U SFI�AL P: FENCE ------------------ _P 11 A S E 1{ \ 11 _ PROPERTY LINE END FILTER I ", g .P OL'U.I E8'-A-6=�2r P A FABRIC FENCE IL I Lot 1 B � '� REPEAT OFv71� A,c�re.s ¢: D E �-ACU Lot 1 A - ~� j I UNIVERSITY INDUSTRIAL PARK END LSE q V P REPEAT OF PHASE II B / �FE CE G b .r4 .CM PAGE 18 9 a fi D r .. _ �:.Ax .1 METAL BUILD/NG ,h CU UNIVERSITY INDUSTRIAL PARK I VOLUME 2051, •' D g •cMb n�o",� a W b� �. FF L BU PHASE {I I 0.488 Acres a. Y. s G P d — t VOLUME 2051 PAGE 189 I PPI 0.488 Acres i�� DEMO & DISPOSE x OF EX. TREES v . r " 4- 10 'CMm �� PB" g4AfC b I I EL m I j� o I O5 L EX C I DEMO & DISPOSE OF 25 C C URB > • ' v br p `� q I ., SF OF EX/STING Q) b — '` w. D P p. b W V`. 'C/. ,U. -•"tad z� fy. r " .r.. . ��� , a .. , . �•,; v v' '� " s` , , � �, 'DPP w'. REINFORCED CONCRET � a BEGIN RE MR I 1 PROPERTY LINE I PAVEMENTABR/C FENG�E qb V. ;� ,� 4: A V a ;} 9 �'1 EMO & DISPOSE W P V OF EX. TREES a 8" AK - \ a V' a EX 8" PVC STORM WATER OF .. jI COLLECT/ON •- •• , ,,�. `" � ' r � q , , � • ; �D � �—� .111..111�'/L�'l///// � — I._ FL = 313.27' �`` CUR------- �' P �- - PP 20' UTILITY EASEMENT I 8" SW —1� - --�---PER PLAT VOLUME 1583, PAGE 219 I _ ` , — OE _ — OE 00E 8" SW \ P a FOUND FOUND FOUND 1/2" IRON ROD 112" IRON ROD 1/2" IRON ROD 91 EX W D FENCE CAPPED "!CLING RPLS 2003" 6 CAPPED 'KUNG RPLS 2003" w X EX. TREES TO BE P2IDPoST a Ss cc'L PROTECTED DURING Nffhour WRi' SUS' 3' CONSTRUCTION PER c N11N WRE SUPORT CITY OF COLLEGE slLr FENCE FAeR/c STATION BARRIER q REQUIREMENTS 14 Gv4 M/N. #VkDV NryRE SUPP6Wr LMVO 2' 3° INTO SOIL N 8 NOTES.• LOT 34 OT 35 I. OSTS WH/CH\SUPORT THE SILT fENC£ SHALL BE INSTALLED ON A SLIGHT ANGLE TOWARD THE AN77CIPATED _ RUNOFF SOURCE. a i N 2. THE 70E OF THE SILT FENCE SHALL BE TRENCHED IN WITH kIN. 6T8' A SPADE OR MECHANICAL TRENCHER, SO THAT THE c° y �gA H fg) DOWNSLOPE FACE OF THE TRENCH IS FLAT AND v— mrAc70 THE LINE OF FLOW. N J. THE TRENCH SHOULD SE A MIN. OF 6" DEEP AND 6" WIDE TO ALLOW FOR THE SILT FENCE TO BE LAID IN THE GROUND U �0A► — I i I AND BACKFILLED. FABRIC FENCE ' I SUPPORTEPOST SOR UTO WOVEN WIRE, WHICH ISl N �URNCH STEEL a NTS ' .. - ATTACHED TO THE STEEL FENCE POSTS FOUND 5/8" IRON ROD EX 8 " PVC STORM WATER COLLECT/ON FL = 313.03' EX 8" PVC STORM WATER I COLLECT/ON FL = 313.42' I LOT 33 0 FDUND ROPERTY LINE 518" / ON ROD — 7PD FOUND 1/2" IRON ROD rPD EX OVER NEAD ELECTRIC CAPPED "KUNG RPLS 2003" EX CHA/NL/NK FENCE HAZARDTE LOT 32 LOT 31 =vlj=4P No. o41C0310FOt SET Flak ElGEM£NT GENCY'S a 0 X INSURANCE ROTE M4PS FOR ~0S LINTY, TEXAS, D4TE0 APR/I. 2, 2014, THE SUB✓ECT CT /S K N/N ZONE X AREA DETERMINED TO BE OUTS/D£ THE 0.2X ANNUA CHANCE FLODOPLNN (500-YR SMRM) THIS now STATEMENT DOES NOT IMPL Y ANY ASSURANCES ABOUT FLOODING OR FLOOD D4MAGEr ON R4RE OCC,AS/ONS FLOODS C4N AND WILL OCCUR AND FLOOD HEIGHTS MAY BE INCREASED BY MAN -MODE OR NATURAL C4USES. THIS FLOOD STATEMENT SHALL NOT CREATE LIABILITY ON THE PART OF THE SURVEYOR. LINE BARRICADE FENCING 4R STAKES MIN. E SURVEY INFORMATION NOTES ELEVATIONS BENCHMARK SHOWN HEREON REFERENCE NAVD 88 VERTICAL DATUM AS DETERMINED BY GPS OBSERVATIONS. THESE OBSERVATIONS WERE SUBMITTED TO OPUS (ONLINE POSITIONING USER SERVICE) FOR POST PROCESSING FROM THE STATIC OBSERVATIONS OBTAINED IN THE FIELD. FLOOD PLAIN ACCORDING TO MAP NO. 48041CO31OF OF THE FEDERAL EMERGENCY MANAGEMENT AGENCY'S FLOOD INSURANCE RATE MAPS FOR BRAZOS COUNTY, TEXAS INCORPORATED AREAS, EFFECTIVE DATE APRIL 2, 2014, THE SUBJECT TRACT IS SITUATED WITHIN UNSHADED ZONE "X", DEFINED AS AREAS DETERMINED TO BE OUTSIDE THE 500 YEAR FLOOD PLAIN. THIS FLOOD STATEMENT DOES NOT IMPLY THAT THE PROPERTY OR STRUCTURES THEREON WILL BE FREE FROM FLOODING OR FLOOD DAMAGE. ON RARE OCCASIONS FLOODS CAN AND WILL OCCUR AND FLOOD HEIGHTS MAY BE INCREASED BY MAN—MADE OR NATURAL CAUSES. THIS FLOOD STATEMENT SHALL NOT CREATE LIABILITY ON THE PART OF THE SURVEYOR. TBM A TEMPORARY BENCHMARK "A" BEING A SQUARE CUT IN THE NORTH CORNER OF A STORM INLET LOCATED 187.2 FEET WEST OF THE WESTERLY CORNER OF THE BUILDING. ELEVATION = 313.55 FEET, NAVD ADJUSTMENT. B@ ARINGS EASHOWN HEREON ARE BASED ON THE TEXAS COORDINATE SYSTEM OF 1983, CENTRAL ZONE (4203) ONE CALL UTILITY LOCATION ONE CALL UTILITY LOCATION SERVICE WAS PERFORMED FOR THIS SURVEY ON SEPTEMBER 17, 2015 (TICKET #551994427), TO LOCATE AND MARK ALL UTILITIES. REVIEWED—F R COMPLIANCE FEB 0 2 2016 COLLEGE STATION ENGINEERING I NO.I DATE I REVISIONS I APP. RICHDALE PROPERTIES BRAZOS COUNTY, TEXAS S.A.F.E. WAREHOUSE EXPANSION EXISTING CONDITIONS, DEMOLITION & EROSION CONTROL PLAN JI C J 0 N E S I CARTER Texas Board of Professional Engineers Registration No. F-439 1716 Briarcrest D., Ste.160 • Bryan, Texas 77802 - 979.731.8000 SCALE: DGN. BY: PIC DATE: 01-21-2016 DWN. BY: CGM JOB NO. DWG. NO. This Line Should Measure Exactly 1 — If Not, The Plans Have Been Reduced Or Enlarged Therefore Scaling From These Plans Is M Recommended And Could Result In Errors. Dimensions Shown On The Plans Shall Be Used Instead Of Scalina From The Plans. F T DARREN HUCKERT THE SEAL APPEARING ON THIS DOCUMENT ••�••••••••�••�•••••••••}�••• WAS AUTHORIZED BY a4R1111N HUCKERT ��,•• , 101112 A .••L`V P.E. 101112 ON 01-21-2016 SHEET NO. 3 OF 8 LANDSCAPE POINT ` REQUIREMENT (12-Z 6) BUFFER PLANTING REQU/REMENTS (12-Z 7) REQUIRED STREET5C4PE 95 LF OF STREET FRONTAGE ® 8 PTS / LF ........................................................... 570 REQU/RED.• BUFFERYARD FENCE .................................................................................................. Y REQUIRED LANDSCAPE POINTS:105 LF OF UNPL4/NTED REAR PROPERTY ® 1 NON -CANOPY PLANT / 15 LF....... 7 0�,0 PARKING ANALYSIS (12-7.3) REQU/RED.• 2o349 SQ FT OF LOT AREA® 30 PTS / woo SQ FT (MIN• 800 PTS)............... 800 105 LF OF UNPLANTED REAR PROPERTY ®1 00OPY TREE / 25 LF.................. 5 9691 SF OF OFFICE ® 1 SPOT / 25o SF............................................................... 37 PROPOSED STREE75'C,APE.• PROPOSED.. 80o0 SF OF WAREHOUSE ® 1 SPOT / woo SQ fT............................................... � 4 PROPOSED 2.5" CANOPY TREES ® 150 PTS / TREE........................................ 800 BUFFERYARD ....................................................... FENCE.LXIST/NG 8' WOODEN FENCE 0 20 40 Feet TOTAL........................................................................................................................... 44 PROPOSED NON -CANOPY PLANTS............................................................................ £X/S1JNG CANOPY TREES ......................................................................................... 7 3 Scale: 1"=20' PROPOSED LANDSCAPE POINTS• PROPOSED CANOPY TREES 2 PROPOSED.• 3 EX/STING 8" CANOPY TREES 0500 P1S /TREE ............................................... 1500 ....................................................................................... EX. EXIS77NG SPOTS.......................................................................................................... 40 5- PROPOSED 2.5" CANOPY TREES 0. 150 PTS / TREE........................................ 750 DRIVEWAY PROPOSSED ADDITIONAL SPOTS.................................................................................L4 EX. 7 PROPOSED 1.5" NON -CANOPY TREES ® 40 PT5 / TREE................................. 280 CONSTRUCT/ON KEY )VOTES: TOTAL.......................................................................................................................... 54 DRIVEWAY 15 PROPOSED MIN. 5 GALLON SHRUBS 010 PT5/SHRUB................................. 1m �..• --- - - _ - - _ 1.04D/NG DOCK AND TAPER CURB FROM 6" - EX F/RE VALVE O HIGH r--• b , � ' I I I SIDEWALK CROSS/NG�� � PANNG) AT O"W Q I:: i a . • p . Y /P• y k ": ° 'v ,r P T •• o - I I� LANDSCAPING KEY NOTES: �'. •• 3 d d • • d e• Q'� b �.n ...._..�.•._. • b w h . ••^',` `"'^^ a• T t `- L4.3�� • • d .. w •'O ` \ _d ..Ci 'o �-••tl , r-' j• t ' °..v v �.q I I :... �.R • ' , • F q . , • q q PV. a' a.. ,. I EXISTING OFFICE I , IR LANE. , d. FIRE N� PROPERTY LINE PLANT M/N. 3 HIGH EL4E4GNUS SHRUB •:' ` *� : n • ° >L4:1 o P • �tl ` b' ' < a b ° tl T . T :A °. 6296 SF EM PARKING SCREENING MIN. 15 PLANTS TO < w I ' . . `•' . d a . • �., . b 3�-ACU GD COMPLETE CONTINUOUS HEDGE .. ! "••,,. \. ' f a •• ij • • d 1��, //', •. . tl P b '�' .� .,d7tl v: Gw v j V r . • • •� I ij •7_!r a�-�-.I 7 . a . 111 . • v b T r r' •••,,•• .� f e m p 4/ : '.• p • a o -4 • V - O„ . p r ` .. a •, 9� I PLANT MIN 1.5" CALIRD? NON-GWOPY TREE 5,0 GALLa WA Rrv.�� .cM a �: ( ! L2 SEZE'CTFD FROM C/lY OF COLLEGE STATION h ' ' Ic STO G BAN APPROVED PLANT LIST � : =; ; r�J � A E' I B OTH RS P l�'P> .b N q8.OAK a a <•: :.'�: 8..CCU PLANT M/N• 2.5 CAUPER GM/OPY TREE �\ J ,:t" •.3C. •.1..• • t ••a' . i 'i: Y b V 2 •.: p w' L3 SELECTED FROM CITY OF COLLEGE STA770N 1.7,66 q 0 I -- W PP I n: APPROVED PLANT UST (/rn) o PARKING ISLANDS' .. I _ w'a � J ' �. w •� •,� ,�" v ^' o o. w' .bb, v, `'tl" ?' • � w q .a L4.1 9X20 a180 SF 9.95 7 A : ., • N . a b.. d N b ' EXISTING WAREHOUSE TO ;. 0 J 8 10 . M 4-10 'C,M, £ OAK . a J I €. • I 5 tl w r P a b BE CONVERTED TO OFFICE• I ' M J v. " w ' n° ' a P o , . L4.2 9.03x23 =207.69 SF CIOa I v P T tl. a JEL m'' 7.84x23=1B0.32 SF i " ~ ' :. , . tl b: 2795 SF I / L4.3 ?O `�• ` I Ldfc _'s'',,bv- o v •v y. .�'•"'"••.,.b. a ° .7 ifV a180 Jr N,+,h«rr f�• r ,.C`�' P r b p. , ~t��' V' v i. p. T �-7 `3 b' w a \ ` ' PP E7i'/S77WO 8" C 1UPER TREES TO BE S4VED µ ' �✓��� v t ✓� '° P a r : P . (SEE 1REE PROTECTION B4RR/CAD£ DETAIL PROPERTY LINE I tl s S at °. L ON . by o" ° T ' tl I SHEET 3) V e. - V �, w�, V rjP• 7 O q J ! / T �O n q a >. - tl n.• i. b ° tl w P 0 t L m„ ' P p T O '.. ` _.^' l % _ p b• .d O AK •� a, w .rx. 'v .. \\ b a I' to `.. •„ •^'". (l \ v -a v o a p� V • '. ` °' d i a :9 'P -37 - '�� ,._ ,fir. P � b ..,b • i - - - - - - - - - - _- - _ 25' BLDG SETBAC CMG' BUFFER - - - ,ate - I I NO. DATE REVISIONS APP. _ b „-.T T �• -� RICHDALE PROPERTIES Q ......._ .- ..._ .__ - - =--PER ._-- �, y ° ° � / �• v � I�BRAZOS COUNTY, TEXAS a20'UT/LiTYEASEMENT / �) - N L3 C__r����-f PLAT VOL U/AE 1585, PAGE 229 I Op ��% � 3P 8 5W - - - - -{ 141 -- - -- - - - _ _ _ _ _ �- a� PP , M ..M aL _ ------------- . :. ................. 278 _ PLAN O UNDERCDRDF UT D07NG R& RCED CONCRETE _ - BUILDING -- SHEET C-7) _ _ s ' Y . Y' o-' b T'...�......_...' : . Y -'. .., "'_"__"'�'^^...._.... q T_`G. - . P.'-T_-- .. . 'f-- " v ; q .. Y O . � :X. P � a _ v ° ... .. � DETAIL w P b' . n° w n _.' Y p °- P • q P Y �.... - L' N SEE DIMENSION AND ...._...._._-.--..--- y • _ _..__3j q... V . • .. . }. - tl ° P ` ' l„ Y ° a.. O O ._._ V - +� �. _..♦, «-t...: ,y '•q' .°.._. Y •G •O - b - b P " - Y r � *J .w O CONSTRUCT S/DElf'ALK � T_ 1. Y # NOW THIS SH ) . V v y P' O V n n b T O O 'r Y .. ' v'Y V ...-. .b O• ° V •i:. • b0.• {,• a :. f' V.' n P. >. V O w T h 4 ....'L V: .. iY - tl b p ._ O C, a V _...av ,". ir. q. P W V L b V b V b n P. T . O q . O O 'r..: av n .. Y Y a Y .. P. 9 O- q a T P• .•Consir 'Type° � ���-`� aJ CONSTRUCT 48 LF OF RE1Nf12RCED P > V .. e v ► u., v s . n b' • �' - T • r." .Y .Y" O w tl d'+ .. ° a Y • O' av •.' V } - V " ... V .. O O O Y' S' • _ 'Y . O V ... v NVN:I/TL/L CURB V P T "• V - P C P 1) ¢ 'V V._ _.� .y'. a'. v .o V P.. �T •a 1 _ r A -.° a i 6.0 V ~b `7 `.ytJ b - •P O h4 V P �S' .SzeS y N •,v a. q tl• Y Y '' V' o- - q. T. b n yY v .. C�.a 6" R • b V Y y � '. tl w � O c.. < S. .. 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WHEEL STOP a w v 4 •+_ ,-^_,. ...,,,_» b a - u o �. •.�, • X,y THY- w L. ° •.. i. w YV,�V T v Y •- P - O CONSTRUCT S1D - " P -' �_ --- �=N� ' E % F).7J�' tl _ -- .- - __ -- -- -- FH�s m T__ w j - �-= - y 8 C0NSTRUCT SWD/C.4P PARKING STALL (SEE" 1 \ ` - J O DETAIL SHEET C-7) 17 N 6' ARK/N SETBACK --11�"Ht�, SA/ \\ I -- ;�li - �' - ------ ----- - - 8. 04K - - -8 OAK g„VAR-----��- I•.-ffi -q -R� .---------�- J O9 R£M01FfDCW/THEIIDLLARQS BIKE LANE \ I m - "� ,� \ .° a • _ „ r_ __ - - _ - __ ✓ '' n i EL / I CONSTRUCT 8' HIGH A94SONRY WALL ALONG 11 18" NW \ Q • • :.• 8" OAK 8 ' OAK :b w ( _ I ( 10 REAR PROPERTY UN£ (MAX. 1 Of13'ET \ O ( ' • • 3 . I L 1 J ' m . �. I FROM PROPERTY LINE) lz� R lrk ' 1 . ' .� I. I �_ _. _ - __ - t J CONSTRUCT - - - - -- d, ` CROSSWALK STRIPING ACROSS oo / \ 4 PA V/NG L£GEND ° • CONSTRUCT 6" MIN. THICKNESS ° - REINFORCED CONCRETE PAVEMENT FOR .%.4 ° DRIVE ISLES CONSTRUCT 5" MIN. THICKNESS REINFORCED CONCRETE PAVEMENT FOR ` '' '�> 4 •:, ;�y. •� .* "` PARKING AREAS WITH MONOLITHIC CURB & 'GUTTER It 8" SW 10.14' - EX WO FENCE REVIEWEQ FOR . COMPLIANCE COLLEGE STATION DEVELOPNIENT SERVICES PLAT FILED: Is 1� P' 7@. ° d. •b. o AA J v P O V n ,w P V'q v !T . O' '. V. •. '' 'Fq' •pp• .' D )( PLANT SCREENING ELEVATION CERTIFICATE [] REQUIRED ❑ +2' +3' ❑ +4' RIOT REQUIRED EX HEAD ELECTRIC 7P© EX CHAINLINK FENCE TPo TRAFFIC: _IMPACT ANALYSIS 02-7.13) THE S/TE IS EXPECTED TO GENDU7F FEWER 77M THE REQUIRED ONE HUNDRED FIf7Y (150) TRIPS IN A PEAK HOUR UNDER THIS REQUIREMENT AND WILL NOT HAVE A DETRIMENTAL IMPACT ON THE AREAS VEHICULAR 7RANSPORTAT/ON SYSTEM. NOTES: 1. ALL RADII ARE SHOWN FROM BACK OF CURB UNLESS OTHERWISE NOTED. 2. ALL DIMENSION ARE SHOWN FROM BACK OF CURB UNLESS OTHERWISE NOTED. 3. SIDEWALKS SHALL NOT EXCEED A 5% MAX RUNNING SLOPE AND A 2% MAX CROSS SLOPE IN ACCORDANCE WITH ADA REQUIREMENTS. 4. ALL PROPOSED CURB TO BE 6" UNLESS OTHERWISE NOTED. 5. FIRE LANE STRIPPING: 8" RED STRIPPING WITH REPEAL 4" LETTERS "FIRE LANE" "NO PARKING" "TOW AWAY ZONE", TYP. 6. BUILDING HEIGHT: 12' (SOUTH EAVE) 17' (NORTH EA REVIEWED FOR COMPLIANCE FEB 0 2 2016 COLLEGE STATION ENGINEERING S.A.F.E. WAREHOUSE EXPANSION ITE PLAN, DIMENSION CONTRO & LANDSCAPING PLAN IC .JONES I CARTER Texas Board of Professional Engineers Registration No. F-439 1716 Briarcrest D., Ste.160 • Bryan, Texas 77802 - 979.731.8000 SCALE: DGN. BY: PIC DATE: 01-21-2016 DWN. BY: CGM JOB NO. DWG. NO. This Line Should Measure Exactly 7 - If Not, The Plans Have Been Reduced Or Enlarged Therefore Scaling From These Plans Is = Recommended And Could Result In Errors. Dimensions Shown On The Plans Shall Be Used Instead Of Scaling From The Plans. �K•�F•TF'r h� �:•• •••qs Or Or DARKEN HUCKERT 7HlE SEAL APPEAR/NO ON TN/S DOCUMENT ••••�••••••••••••••••••••••• WAS AU771OR/ZED BY OARREN HUCKERT $: 101112 P.E. 101112 ON 01-21-2016 SHEET NO. 4 OF 8 DETENTION REQUIREMENTS THE SITE IS SITUATED IN A LOT WITH A TOTAL PLATTED AREA OF a4803 ACRES. PER SECTION A, SECTION C, SUB -PARAGRAPH 3-8(3) OF THE BCS UNIFIED STORMWATER DESIGN GUIDELINES DATED FEBRUARY, 2009, THE TRACT IS NOT SUB✓ECT TO DETENTION REQUIREMENTS A SIGNED, SEALED, AND DATED LETTER ADDRESSED TO THE C/7Y ENGINEER STATING THIS OUALIF/CAT/ON HAS BEEN SUBMI77ED W/7H THIS SITE DEVELOPMENT PERMIT APPLICATION. EXISTING DRA/NA RATIONAL METHOD.- O=CIA Design Storm Mr) C Tc (min.) I A (acres) Q (cfs) 2 0.3 10 6.33 0.4803 0.91 5 0.3 10 7.69 0.4803 1.11 10 0.3 10 8.63 0.4803 1.24 25 0.3 10 9.86 0.4803 1.42 50 0.3 10 11.15 0.4803 1.61 100 103 10 11.64 0.4803 1.68 PROPOSED DRAINA G, METHOD.- O=CIA Design Storm (Yr.) C Tc (min.) I A (acres) Q (cfs) 2 0.664 10 6.33 0.4803 2.02 5 0.664 10 7.69 0.4803 2.45 10 0.664 10 8.63 0.4803 2.75 25 0.664 10 9.86 0.4803 3.14 50 0.664 10 11.15 0.4803 3.56 100 0.664 110 111.64 104803 13.71 I- --- 0---- 0 .......« ... ---T----^--�. y "'__ - Y V p V < • b Vb , a, hV ,.T •. •Y uv y. y}.... -v .. „ !, .. A,•, b V 6 ,` Yam"`-Y__..._.. y Y Y y V r • .. _ > v y y T _ - A .. Y V Y• '.y P `: V ..-. V : v Y► p -° YP Y T..a ti V - 4 �/ "-t.tit,' '_ Y ._'` •M- V .y° y T V b - V • b-:V V It . b b v . ..« ' V .. r L, .. .y � O � v _ .. G s '� p ..�' r v . -Y' •„ , v .. � •_b V .' p - G .q y1• '. ` Y'9 Y V . V --.V b V. 'P W .. ->� 'b P. •. b _ T _V • •V Y:: Y. b b , _ Vb a - •ri } . p' P ._.. .Y. 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V ep < x _ ', - .• - ° ��RAIfAA . •ROAD, , P y e .. P' i''. .yam :V ''2-•• V r b w Y: aY TP-314:30 :. o b : w Y 6. p V b Rw a `ffit P y . .V V V v 4 ..0 T •° �• P, b P .Y P. YV' -p 'Sy V •«ty y+ Y .b q Y Y <<� to i7 L •--�.. ten. (MATCH.X/,S". :a �. a �. .. �! 4 0 .v - .ay P•.. a y •'' " a b V a O bc.. by y� e p o' : TP=.7j�1�4/04/�,{A��+� - / it <. .. • _b �. ` v aevb. _ . b�,.. /�('� TAPER RB /?CY7`! s Ex P o ._ p b. W{..(T': _ o' •, > . P . P ' ' -( ) V Y P. V o a O v '•-•..� F H .. b WCR • v Y T . ' y '.YYI.R Y ter- '. • . _.._.�...._�_ ' ';�.. -„- 'o v v c' v 27 > 'T T. a < s .. .. o' 'q' ;e _ ---+-•yc +�4 , P.W -�.., - ""_^• .+' b ° b t. •I �. �: • iP Y' f•, .�-.r+.- 4Y a M p. . P .* YYV • ah• �' V pT .�. .._._ R. L b - ,: `. '54'5 '' E ;'I I 5' _ _ "" _ FH �� < %._ r-..�✓____ - - . 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TP-314.30 a , t p ..:a v° b P EL • J - - -.� MATCrzI Ex/ST� P ffi .L - II 4..65 TP= 14.00 a 1 ♦17 b. .;, n ... rP=.� 4. g5 A �, " - . �- Y a • .. p p EXISTING OFFICE 2S I 'C=t3t1.4�8 e' '=3°14:•74 Y b b b ro . P E PROPERTY LINE MATCH EX T " Y 6296 SF P=3171,.�0 A. . a , ♦ ' ' i ♦ • ' p a' a., V . o p• ov J ,31-ACU ci EX CONTOURS TC=TP=314.85 a?"....t.,,•,, :.. r. i.. (TAPER CURB 10 .CM ' • a < Y . Pw . P b j V P Ii V' 1 ' \ ♦ : _f..y'4 i.. • ., L ,_`• �' .i _� f•i t 4 . •\bw.. W t 0" CM 4. V r� c, p ?' V • 4 1111! .,.•• 8QAfi •a CU ` J` r ' . TS-314.75 y y I TC=314.80 TS-314.90 1• I b . TR 3 ,: , _ " a I . EXISTING WAREHOUSE TO I p TP=314.30 TC=314.50 (^ t0 . M 4 -10' 'CMa r < 8 AK . p TC=TP=314.93 TP=314.40 (4.8" STEP) '"y/fir y a b.. BE CONVERTED TO OFFICE. a �EL 2795 SF TS=314.93 TS=314.93 g_' a ,b a. ,P _ \ I s�Rt)PQSE TP=.314.00. < U, r �- .� � / pp \ I f iSY'b'i"L1�r� j`r .y Ms V Y O 7 }l0 :, V PI- • PROPERTY LINE I �- �� _•'.�.:..ter` _: Y Y`, ' Ya 314 90 t: ' b, o � `,,,� ,,.,. ; v ,, TP..=.,314.10� • •< . �' ' P ! � ' , � j� P J04 ' 4. J,2 - P=313.98 b z T) `S=314.85 TS=314.93 i p 4,; 8 A y • A. �-- I 5 !C--,3 4.'13 . ° .� P J<. , w ° ..p a. \ .. l Z P3 , 86 b • . T Y•\: aI -- --- --- --- --- .,� JRD_R - OD ---en - �- �- _/ - 1 11 i1• ..+."' \ _ •ice <a a < T � b _.' Z 20' UTILITY EASEMENT "-,...•--- "r � � - ^- ` ._-- '-- "-• '_._. •___. -" ' I o PER FLA T VOL UME 1585, PAGE 229 8» SW I 8" SW 10 pp - OE OE 0 __ _ _ _ - _ _ - __ _ - `_- ~-- -- --� _ OE TC= 14.9 ' Y (MA CH E /ST a •�� --_. . RECTANGULAR jr DOWSPoUT X 8" PVC SROUND TORM WA FILL VOID RUN SMAW _.:_.._. D awr COLLECTION FL = 313.27' rr t a A END 2 ABOVE PAVEMENT x ('" „ EX 8 PVC STORM WATER " 4 BARS ® 12" O.C.E.W. 1-s (2 MATS ON TOP) NEENAH R-6142 MANHOLE 3"R• FRAME AND COVER, OR i w „ M/N COLLECTION " FL = 313.03' APPROVED EO ✓P320L FLEXIBLE RENTORr WAMMOP o Ex 8" PVC STORM WATER 0 12 C E W 4 1/2 112" B" ASM_"__,_,_ o D-3034 SDR B• PVO szEtvF COLLECTIONIVI t�z MATS ON TOP) 6 1/2 CL 26 PVC PIPE w (SEE M07E 1J Now f%% /8" MIN. COVER ' FL = 313.42 NSTRUCTION JOINT 1/2 • N 45' BEND OR CONC. 4 1/2 3• _ JOINSTRUCTION _. 0 CAP 1� A//N/AIUAI SLOP£ e 1/2 1 /2. BEND 4 VERTICAL OF d COUECrOR PIPE M BARS INLET ' WE � AOR BOX INTO CUTTER 4 BARS O EZEYA770V 1 JOINT CONSTRUCTION 12" O.C.E.W. N 2-#3 BARS THIS PORTION OF INLET _ BOTTOM & WHEN SIDES LT OWITH o CONSTRUCTION BUA EXTENSION GROUT TO DRAIN 1 SEF NOTE 2 JOINT o WYE CONNECAON 4 BARS ID 12 0 C.E.W. 90TTOM q SEE 7NIS SWLET FOR S¢E do SIDES GROUT 719 DRAIN 4D NOTES.- JON UCTION 6" i' 6 CONSTRUCTION " JOINT COMPLETELY ONSTRUCTION ° 1. LARGER PIPE MAY BE REWIRED BASED ON JOINT DOWNSPOUT DIMENSIONS 2. WATERTIGHT CONNECTION SHALL BE MAINTAINED SECTION ©- © CONSTRUCTION 8" -r- WITH ANY TRANSITION FROM ASTM D-3034 SDR 26 PVC PIPE TO ANY OTHER TYPE OF PIPE JOINT I-�-t N 3• SLEEVE SHALL BE 2" LARGER THAN DOWNSPOUT 6" -�-� O.D• -t-8" M/ .. 6" COLLECTOR PIPE SECTION DOWNSPOUT COLLECTOR DETAIL STANDARD CURB INLET DETAIL NTS NTS 0 20 40 Feet Scale: 1 "=20' CONSTRUCT/ON KEY NOTES: CONNECT 18" RCP 70 EXISANG WY OF COLLEGE STATION STORM SEWER MANHOLE (SEE STAMPIRD DETAIL ON SHEET S1) fZ-310.m ©CONSMUCr - 21 LF OF 18" CLASS III RCP O 2X MIN. SLOPE CONSTRUCT/ 5' CAST-/N-PLACE REINFORCED CONCRETE CURB INLET (SEE ODETAIL THIS SHEET) RIM-314.20 fZ-3f0.70 CONSTRUCT IM LF OF 12" ASTM D-3034 MR 35 PVC ROOF DR4/N P/PE O MIN 0.7X. SLOPE ®aus-311.70 FLds-310.75 CEMENT SUMMED SAND 84CKRLL UNDER PAVZWDVr (1.5 SACKS/SY) QCONSTRUCT 45 DEGREE PVC BEND fZ-311.70 ©CONSTRUCT 22.5 DEGREF PVC BM fZ-311.28 OCONSTRUCT PVC CLEANOUr CONSTRUCT 100LF OF 12" AS7M D-3034 SDR 35 PVC ROOF DRAIN P/PE O MIN ®0.7X SLOPE fZus•-31240 fZds-311.70 CONSTRUCT 3' WIDTH CONCRETE CAP OWHERE rOP OF PVC ROOF ORA/N P/PE IS LESS MW 18" DEPTH 70 RN/SHED GR40E CONSTRUCT ffiVF D RAIN DOWNSPOUT O CONNECTOR SEE DETAIL THIS SHEET ENSURE 7mr PAVEI/ENT PROPERLY DRAINS BACK 70 EX/STING PARKING LOT REVIEWED FOR COMPLIANCE FEB 0 2 201 COLLEGE STi7 iON ENGINEERING NO. I DATE REVISIONS APP. RICHDALE PROPERTIES BRAZOS COUNTY, TEXAS S.A.F.E. WAREHOUSE EXPANSION GRADING & DRAINAGE PLAN jjC .J0NESICART ER Texas Board of Professional Engineers Registration No. F-439 1716 Briarcrest D., Ste.160 • Bryan, Texas 77802.979.731.8000 SCALE: DGN. BY: PIC DATE: 01-21-2016 DWN. BY: CGM JOB NO. DWG. NO. This Line Should Measure Exactly 1 - If Not, The Plans Have Been Reduced Or Enlarged Therefore Scaling From These Plans Is M Recommended And Could Result In Errors. Dimensions Shown On The Plans Shall Be Used Instead Of Scaling From The Plans. 0 F 1••�� ,,••••.•,,,.. /* r� ..�% ;*ti DARREN HUCKERT j THE SEAL APPEARING ON THIS DOCUMENT 0000*000000004*0 �0•0••:"•• WAS AUTHORIZED BY DARREN HUCKERT -0 % 101112 'PO •, � O ,••�Qr P.E. 101112 ON 01-21-2016 SHEET NO. 5 OF 8 P 2 r_ NOTE: FOR INSTALLATION IN TRAFFIC X AREA, USE 45' BEND TO VERTICAL w CAST IRON LID AND FRAME SET IN PAVEMENT. USE VULCAN FOUNDRY to 4) I V-8504 OR APPROVED EQUAL. Cleonout Casting w/ Lid (Non-Troffic) W Y Y '" 6" Min d 6" Thick Class < I o Conc Foundation 2'-0" X 2�- 0Y �t W Cleonout ' a i Stack 45' Bend or o Wye if Sewer ,r_ ' ; ; 4" Min Continues1L Cement Sand Cement -Sand Bedding Bedding & Backfi' °' Provide Reducer to ° 6" at Bend if Main o ! i is Larger Than 6" z; nr� `�-4" Min All Around Class B Concrete Sanitary Sewer Uoin or Lead W 0 CLEANOUT DETAIL a- N.T.S. E — SAN MH RIM JIJ.7J _- _ _ _ - _ y , y'-'-"..'7"'^ ° • �._.-.�'."..�., _ ..._ — .. 0._.-. �L . 4 _ °:.::� -- v Y ..— •, 'a .•b .: V ._"� T+1. ..."-V n J 'a. w .......... t..��/✓�,,y v .ro ..'9'�'V; i T Y 'P' 'P b,. `�- T d A y °' /7t/ 4� :V �J `f .. Vp _.. , y v �i a. 4 Y ° EX AP. PDX .12. SAN/TA�i'Y L/NE b g a n a S M MHO ' p _ T EX APPX .1 WATEI?LINE . Y , P T .. p CITY -OF. COLLEGE Si' Tf0 b �... _ --'Y.« a • a, ; - ;, Y' T Y Y_ ", a. r. pa _.. Y by .. 7, C/T,YpOf„COLLEGE STATION'- P' d a' b �1 IVY n ,f —ham b d a K a n 4. i 4 V V. '•i, Y K .O i K 4' .p FIE a b. 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LINE FL=308 f4 (I�ER/f EX. 12' SAN/TARY SEWER UNE 308 CONTINUE TO BUILDING STUB —OUT WITH 4 ` ASTM —3034 SOR 26 PVC a MN. 1.04% SLOPE - 1306 1 *00 1 *20 1 *40 1 f60 1 *80 2*00 GRAHAM RD. R.O.W. PROFILE N.T.S. NOTE: 1. /RR/GAT/ON DESIGN PLANS TO ACCOMPANY THE ARCHITECTURAL PLANS AS SUBM17TED FOR BUILDING PERM/T. REVIEWED FOR COMPLIANC FEB 0 2 2016 COLLEGE STATION ENGINEERING CONSTRUCT/ON KEY NOTES: CONS7RUCr 1 " DOMES770 M.✓• TAP SLEEVE; VALVE (D & BOX PER 77VE CI7Y OF COLLEGE STA77ON AND CONNECT DOMESTIC LINE 70 £X/SANG 12" WA7D?LINC O2 CONSTRUCT IN ASTM D 2737 SDR 9, CLASS 200 POL)'E7H YLENE W A1D? SEWNCE LINE 1 " DOMESTIC WATER METER AND BOX (COORDIN47E OWITH C17Y OF COLLEGE STA77ON FOR EXACT LOCATION /N RLZATION 7O R.O.W) ®CONNECT 1" UNE rO BUILDING STUB—OUr (VERIFY L."TION & DEPTH W N PLUMBING PLANS) CONSTRUCT 6" RRE LINE Md rAP SLEEVE; VALVE & (5)BOX PER THE' CITY OF COLLEGE STAnON, CONNECT FIRE UNE rO EX/STING 12" WATERLINE ©CONSTRUCT 6" AWWA C-9010 DR-18 CL 235 PVC HA1D? UNE — 42" MIN. COVER CONSTRUCT 6" G47E VALVE & VALVE BOX, CONNECT OrO 17RE LINE BUILDING S7ZIB--OUT (VERIFY LOC477ON & DEPTH WITH PLUMBING PLANS) CONSTRUCT 4" INSERTA—TEE SANITARY SEWER TAP ON EXISTING 12- SAN/TARY LINE. (VERIFY LOG477ON ©AND DEPTH) APPROX. fZ-307.19 (SEE PROFILE THIS SHEET) CONSTRUCT 60 LF OF 4" CE l?TA—LOK Y£LOM/NE SDR 21 PR 2010 PVC PRESSURE PIPE (1.04X MIN. OSLOPE) UNDER GR4H4V Ra4D R.O.W USING HORIZONTAL DIREC770NAL BORE (SEE PROFILE THIS SHEEP) (@SANffARY SMW? LINE (1.04X MN. SLOPE) CONNECT 4" SAN/TARY SEWER P/PE 70 BUILDING STUB—OUr (VERIFY LOCATION & DhPN W/TH © PLUMB/NG PLANS) COORDINATE 077H C17Y OF COLLEGE STAAON UTILITIES TO CONSTRUCT POLE —MOUNTED SFORMD? M77H UNDERGROUND EZEC7RIC @V= NC& CONNECT 770 BUILDING (SEE' MEP PLANS fOR CONNECAON DETAILS) CONSTRUCT 2" SCH 40 PVC IRRIGATION SLEEVE. IRRIGATION SYSTEM BY 07HD?S WAMNLINEISWMTARY CROS WNG. WATS?UNE R— 308.14 (APPROXIMATE) SAN/TARY fZ— 309.75 4 RLZD VERIFY WATERLINE DEPTH WITH P07HOLE PR/OR 70 CONSIRUC77ON (SEE PROFILE 7HIS SHEET) @CONSTRUCT 4" SERVICE CLEANOUT Ar PROPERTY LINF (SEE DETAIL THIS SHEET) OREM07F fDC WITH BOLLARDS CONS7RUCr I" IRR/GATJ'ON TAP, MEMR,, METER BOX 17 & BACI(FLOW PREVIDVM? @FVU CONCRE7E PANEZ R£PLACD,0ENT IF INCIDDVTALL2440RGE OCCURS CONSTRUCT 6" G4TE VALVE WITH AMPRO LOCKABLE 19 ID ON RRE LINE CONSTRUCT RRE HYDR4NT ASSEMBLY USING @EX/S77NG UNE AND VALVE FROM PREVIOUS HYDR4NT• COORDIMTE- WITH CITY OF COLLEGE SM770N (SEE DETAIL WI-02 ON SHEET W1) @RZPAIR GONCRL7F SIDEWALK AS NEC=WY NO. I DATE REVISIONS APP. RICHDALE PROPERTIES BRAZOS COUNTY, TEXAS S.A.F.E. WAREHOUSE EXPANSION UTILITY PLAN 'JI .J0NES 1 CARTER Texas Board of Professional Engineers Registration No. F-439 1716 Briarcrest D., Ste.160 • Bryan, Texas 77802 - 979.731.8000 SCALE: DGN. BY: PIC DATE: 01-21-2016 DWN. BY: CGM JOB NO. DWG. NO. This Line Should Measure Exactly 1 — If Not, The Plans Have Been Reduced Or Enlarged Therefore Scaling From These Plans Is NDj Recommended And Could Result In Errors. Dimensions Shown On The Plans Shall Be Used _ Instead Of Scaling From The Plans. OF •jo'�� OARREN HUCKERT THE SEAL APPEARING ON 7H/S DOCUMENT WAS S'0 • 01 2 S AUTHOR/ZED BY DARREN HUCK£RT ti�0 • e Q :�� P•E• 101112 ON 01 21-2016 .c`•'•. /'C E•.••• h .•ENS. SHEET NO. 6 OF 8 �I (V Ito 0 i x w R.O. W. CONCRETE STREET WIDTH BACK TO BACK OF CURB CONCRETE SIDEWALK CONSTRUCT/ON JOINT SIDEWALK STREET WIDTH/4 (SEE DETAIL) STREET WIDTH/4 CROWN 0.02%FT. CROWN 0.02%FT CROWN 0.021FT. CROWN 0.02%FT r a 4a < 4 . e SEE CURB DETAIL 6" MIN. THICKNESS SUBGRADE COMPACTED TO 959 MODIFIED PROCTOR. SEE TABLE OF SUBGRADE STABILIZATION REQUIREMENTS, THIS SHEETS. DEFORMED METAL STRIP` USE WHEN STREET WIDTH EXCEEDS 28' VO. 4 DEF BARS 18" C—C MIN/MUM CONCRETE COMPRESSIVE STRENGTH SHALL BE J500 PS/ AT 28 DAYS WITH A MIN/MUM CEMENT CONTENT OF 5 SACKS/C. Y. TYPICAL CONCRETE PA VEMENT SECTION 0 12" 1 " x 2" SCREED (SCREED TO BE PROPOSED ASPHALT REMOVED PR/OR TO PLACING ASPHALT) NO. a4 HOT MDEF 27ARS 18"©l'E.W. d y P. /X ASPHALT PROW ( IF REOO TO EXIST FLEX/BLE BASE ;4;};:;�r•„?t ; = ;1: d .: e ; .. dTe Q #4 BARS ® 18" O. C. E. W. MATCH EX/STING ASPHALT) CON PRO EXIST. ASPH. SURF. l� \ \� / \ \ l� P.; C•.. HFAY7ER' , (IF APPL/CABLE \ \ \ \ \ \ ` , .;.: y..:.:.: a• i a r' ct e :'C:.,*u[ ¢eta •.?Sf 't'.;'` .�� {- EXISTING CONC. PAVEMENT 4 �' 4a ` • PROP. FLEX. BASE ' a a. a • OR BASE 6" 4" d• 1 " x 2" RED —WOOD J6" ON CENTER 6" 6" �1 M/N. UNDERCUT DETAIL (USE FOR NEW CONCRETE PAVEMENT TIE TO EXISTING CONC. PAVEMENT) NOTE:• %" WHEN CONCRETE CURB /S TO BE 6" PLACED ON EXISTING CONCRETE BASE NO. 4 DEF BARS, 10" LONG, 18" C—C DOWELLED AND SET /N 14 BAR T 6 MORTER FINISH d 6" • A d ' d4 MORTAR FINISH NOT REQUIRED WHEN CURB /S PLACED BY A MACHINE, BUT CURB SHALL HAVE 7HE SAME OUTS/DE D/MENS/ONN, NOTE• EXPANSION JOINTS ARE TO BE CONSTRUCTED AT CURB RETURNS, DRIVEWAY APPROACH SLABS, AND SHALL MATCH PAVEMENT JOINT SPACING SHOWN ON PLANS (60' MAX/MUM INTERVALS). 3 EACH — 5/e X10" DOWEL PINS WITH SLEEVES TO BE USED AT EXPANSION ✓O/N7S CONTRACT/ON JOINTS SHALL MATCH PAVEMENT JOINT SPACING SHOWN ON PLANS. CONCRETE CURB 3/16"� gl L30L T /f " 18 "2512 ' 0.760 DIA. DOWEL FITTING PA VING HEADER (FOR USE IN CONNEC71NG CONC. PAVEMENT TO ASPHALT PAVEMENT) CONTRACT/ON GROOVE DEPTH SHALL BE A MIN. OF 1/4 OF THICKNESS OF CONCRETE / , FILL WITH JOINT 18' R a 4" a. 4 a s a_ d. • d ' � a :�. NO. 4 BARS 0 18" ON CENTER DUMMY GROO VE CONTRA CTION JOINT NO. 4 DEF. BARS 18" O.C. VAR/ES • •'• :.., : f .; ..: . 4" • '- CONCRETE PAVEMENT ': 6" 4" STANDARD CONCRETE PA VEMENT HEADER (FOR USE AT END OF ANY CONCRETE PAVEMENT WHICH DOES NOT TIE TO CONCRETE OR ASPHALT PAVEMENT) DOWEL TRANSVERSE EXPANSION JOINTS (SEE DETAIL) CONTRACT/ON f- CURB JOINTS SIDE SLOPE-1.10 MAX. �t111 ■ it ■ �s� l i i■ il� i i I I IIIII ■.Ili. .:��� . I��I��I�III IIIII+III I I�f IIII��III� I I I �� I I I I11 I � 11111111 I I 1 I IIIIIIIII }IIIII EXPANSION AND CONTRACTION JOINT LOCH TIONS ON, OFFSITE DRIVEWA Y '✓ °Y's r3 � rt s�, ,�✓�'A.E^ rb� '+,�d,.Y �' S. ��'""a, .� Y vti l 5l a` x �..�, ,. 5' _ BLUE PAINT (SEE NOTE) VAN STD CONC. SIDEWALK, Z CONC. SIDEWALK, OO SEE SITE PLAN SEE SITE PLAN t��,.e•••rnoo-, W NOTE SYMBOL TO BE CENTERED ON WIDTH OF PARKING SPACE SYMBOLS ARE REQUIRED TO CONTRAST WITH BACKGROUND. WHITE ON BLUE (COLOR NO. 15090 )N FEDERAL STD 5954.) DOUBLE COAT (7YR) YMBOL SIZE SHALL MEET EDERAL STANDARDS PAINTED HANDICAPPED SYMBOL N. T.S. 0 I h CURB RAMP, MAX SLOPE 1:12 4' NOTE• 1. /F "X" /S LESS THAN 48 /A(, THEN THE SLOPE OF THE FLARED SIDE SHALL NOT EXCEED 1:12 AREA TO BE PAINTED OR 2. CURB RAMP MUST MEET LATEST STAINED A CONTRASTING COLOR EDIT/ON OF ADA REQUIREMENTS TO BE DETERMINED BY OWNER HANDICAP RAMP A T CURB CONTRACT/ON 6R00VPDEPTH SHALL BEA MIN. OF 114 OF THICKAE55 OFCOACRE7E FILL WITH. b/NT / SEALER NO. 4BAR5 ® 0 ON CENTER. NOTE. CONM4CT/ON JOINTS MUST BE SAWED AS SOON AS CONCRETE HAS HARDENED SUFFICIEN77 Y TO PREVENT DAMAGE TO F/N/SH FROM SAWING EQUIPMENT BUT /N NO CASE LONGER THAN 16 HOURS AFTER INITIAL PLACEMENT SA WED CONTRA CTION JOINT 1/2" JOINT SEAL AS SPECIFIED —� f J14 1/4" R CONSTRUCTION JOINT - KEYED 16 GA. GAL MTL SIGNS — 12'X 18" & WHITE W/ STD ACCESSIBILITY SYMBOL AT VAN PARK/NG SPACE, INCLUDE A 9712" ADDITIONAL "VAN ACCESSIBLE" SIGN MOUNTED BELOW STD SIGN. 1 1/2" DIA. GAL MTL POST W/ CAP OR 1/8" IHK FORMED "U - SHAPED POST 8" DIA. X 24 " DEEP CONC. FTG SIGN REVAT/ON SCALE- NTS �--- WIDTH VAR/ES --- �) TYPICAL VALLEY GUTTER 14 BARS AT 18" a N a } a. N N T N #4 BARS AS SHOWN SECTION A -A NJ PER PLANS PER PLANS B'--O" TYP., FOR ONE 57P AND ONE VAN ACCE55.. 5PACE, .5'-0" REO. AT TWO 5TV 5PACE5. 45EE PL.4RV 1. CURB RAMP, MAX. SLOPE 1:12 W/ DECTECTABLE WARNING SURFACE CONS/STING OF RAISED TRUNCATED DOMES WHICH COMPLY WITH TAS 4.29.2. THE DETECTABLE WARNING SURFACE SHALL EXTEND A . M/N/MUM OF 24 " (IN THE DIRECT/ON OF PEDESTRIAN TRAVEL) FROM BOTTOM PORT/ON OF THE RAMP AND SHALL EXTEND THE FULL WIDTH OF THE CURB RAMP. THE DETECTABLE WARNING SURFACE SHALL BE A CONTRASTING COLOR FROM ADJOINING SURFACES 2. LANDING AT SAME LEVEL AS PARKING J. TAPER CURB DOWN WITH RAMP 4. 4" WIDE PAINT STRIPES AT 45' AND 24" O.C. TYP. 5. PAINTED HAND/CAPPED SYMBOL (SEE DETAIL) 6. PRECAST CONCRETE CURB 7. WHEN SIGNS MUST BE PLACED /N SIDEWALK, SIGN SHALL BE A M/N/MUM OF 80" ABOVE S/DEWALK ACCESSIBLE PARKING DETAIL NTS a I 6" THICK CONCRETE �o a� " J14" EXP. ✓O/NTS 3/4 " EXP. JOINT Z4 BAR AT 18 0. C.E. W. NOTE' FOR NEW DRIVEWAY ON EXISTING STREET, MATCH TOP OF CURB AND S/DEWALK. TOP OF CURB AND DRIVE SAWCUT AND COMPLETELY REMOVE APRON WILL COME TOGETHER AT THE END OF THE CURB RETURN. EXIS77NG CURB AND GU7TER SECTION. TIE INTO CURB AND GU77ER REINFORCING WITH NEW DRIVEWAY REINFSTANDARD DRIVE APPROACH ASPHALT SEAL CRACK WHERE ASPHALTT ME MEE7S NEW CONCRETE WITH JOINT SEALERR, EL U E n N ID I. GENERAL A. ALL FOUNDATION PLAN DIMENSIONS ARE INTERPRETED FROM AND SHALL BE VERIFIED WITH THE STRUCTURAL DRAWINGS AND THE OWNER ENGINEER NOTIFIED IF DISCREPANCIES EXIST. B. ANY UNUSUAL CONDITIONS ENCOUNTERED SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER PRIOR TO CONCRETE PLACEMENT. C. LOCATIONS OF CONSTRUCTION JOINTS NOT SHOWN SHALL BE APPROVED BY THE ENGINEER PRIOR TO CONCRETE PLACEMENT. II. CONCRETE A. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS IN ACCORDANCE WITH ASTM C-39 AND SHALL HAVE A MINIMUM MODULUS OF RUPTURE OF 350 PSI AS 28 DAYS IN ACCORDANCE WITH ASTM C-78. AN AIR ENTRAINMENT AGENT SHALL BE USED. FLY ASH SHALL NOT BE USED. B. WHERE CONCRETE IS PLACED AGAINST FORMS OR SEAL SLABS REINFORCING BARS SHALL HAVE A MINIMUM OF 2 INCHES CLEAR COVER UNLESS SHOWN OTHERWISE. WHERE CONCRETE IS PLACED AGAINST EARTH, REINFORCING BARS SHALL HAVE A MINIMUM OF 3 INCHES CLEAR COVER. C. APPLY FLOAT FINISH TO SLAB SURFACES TO RECEIVE A TROWEL FINISH. D. APPLY A CLASS "4' FLOOR FINISH TO SLAB SURFACES TO BE COVERED WITH PAINT OR OTHER THIN FILM FINISH COATING SYSTEM IN ACCORDANCE WITH ACI 302. E. EXCEPT WHERE FLOOR DRAINS OCCUR DEPRESSIONS BETWEEN HIGH SPOTS SHALL NOT BE GREATER THAN 1 /8 in. BELOW A 10 fL LONG STRAIGHTEDGE IN ACCORDANCE WITH ACI2. F. CONCRETE FACES SHALL NOT DEVIATE MORE THAN 3/16- FROM THE PLAN DIMENSIONS. III. REINFORCING STEEL A. ALL REINFORCING STEEL SHALL BE ASTM A-615. GRADE 60. B. DETAILING OF REINFORCING SHALL BE IN ACCORDANCE WITH ACI 315, LATEST EDITION. UNLESS SHOWN OTHERWISE. PLACING OF REINFORCING SHALL BE IN ACCORDANCE WITH C.R.S.I., ` RECOMMENDED PRACTICE FOR PLACING OF REINFORCING BARS-, LATEST EDITION. C. WHERE IT IS NECESSARY TO SPLICE REINFORCEMENT AT LOCATIONS OTHER THAN THOSE SHOWN ON THE DRAWINGS. THE SPLICE LOCATIONS SHALL BE APPROVED BY THE ENGINEER. LAP SPLICED AND EMBEDMENT LENGTHS, NOT SHOWN ON THE DRAWINGS, SHALL BE IN ACCORDANCE WITH C.R.S.I., LATEST EDITION. IV. STRUCTURAL SUBGRADE A. THE TOTAL AREA OF THE FOUNDATION SHALL BE EXCAVATED TO REMOVE EXISTING TOPSOIL AND ADDITIONAL LOOSE MATERIAL SHALL BE REMOVED AND REPLACED NTH SELECT FILL THE SUBGRADE SHALL BE PROOF ROLLED PRIOR TO PLACEMENT OF SELECT FILL AREAS FOUND TO BE SUBSTANDARD SHALL BE REMOVED AND REPLACED AS DIRECTED BY THE ENGINEER. THE PERPARATION OF THE SUBGRADE SHALL BE SUBJECT TO REVIEW OF THE ACTURAL FIELD SOIL CONDITIONS BY THE ENGINEER UPON EXPOSURE OF THE SUBGRADE BY SITE EXCAVATION. B. ALL FILL PLACED UNDER THE FOUNDATION SLAB SHALL HAVE A MAXIMUM PLASTICITY INDEX OF 20 OR LESS. THE MINIMUM PLASTICITY INDEX SHALL BE 5. ALL FILL SHALL BE PLACED IN MAXIMUM LIFT THICKNESSES OF SIX INCHES. EACH LIFT SHALL BE COMPACTED TO 95X OF STANDARD PROCTOR DENSITY (ASTM D-698) AT A MOISTURE CONTENT OF —1X TO +3X OF OPTIMUM. BUILDING CODE IBC-2012 LIVE LOAD 40 —psf FRAMES N/A psf WIND LOAD 115 r~,ph 37.41 psf EXPO B I/F 1.0 DEAD LOAD 1,015 psf COLLAT. N/A psf OTHER LOADS N/A /e van. • 4e• " mg" n cm, e• aavir ►N= mu �! 17erae "a Ltg1m" am. • xe• e-e •w. Ma m onm 4 T/ ./ TaUse Tres Ore1DRNl. star. • W r. Vw. e- fe oorr. I" V/ aaoopw oma fe vw, * 4e• 0-0 ML =L W/ "cov{ mm POWWOW Avmr.t2w o-e To 0'-4• aga s- /a Rows. acre ooar. DOW= • 4e• c-o 4- je ROM Tara w/ #3 TM O le• o-o e- je vm. jS T w 0 18' o-o NOTE: GENERAL NOTES: �- -' I 1. VALVE EXTENSION TO BE USED 1. FINELY DIVIDED EARTH FREE OF ROCK, LUMPS AND CLODS 6. ALL FITTING SHALL BE MECHANICL JOINTS UNLESS 24" X 24" X 6" ONLY WHEN TOP OF GATE VALVE EXCEEDING 6" SHALL BE PLACED BY HAND AND OTHERWISE DIRECTED. I 28-DAY CONCRETE IS DEEPER THAN 5 FEET FROM COMPACTED AROUND HE CAST IRON PIPE TO A DEPTH OF STRENGTH = 2000 psi FINISHED GRADE. 12" OVER THE TOP OF THE PIPE BEFORE BACKFILL IS BEGUN 7. HYDRANTS SHALL BE LOCATED NO CLOSER THAN I� 24" X 24" X 6" ot> WITH #4 BAR AROUND 2. ALL VALVE OPERATING NUT BY ANY MECHANICAL EQUIPMENT. 3 FEET FACE FIHE STEAMER ON THE FIRK OF E HYDRANT. THE I I STRENGTH =CRETE 0 0 psi ALL VALVE BOX. EXTENSIONS ARE TO BE MADE 2. ALL CONCRETE BLOCKING SHALL BE - 28 DAY CONCRETE o, WITH #4 BAR AROUND o - OF STEEL SIZED AS NOTED, STRENGTH = 2000psi. 8. IF MAIN VALVE IS WITHIN 50 FEET OF FIRE HYDRANT THEN I- - _I ALL VALVE BOX. AND PAINTED WITH TWO (2) ASSEMBLY VALVE MAY BE OMITTED ON A DEAD END HYDRANT COATS OF METAL PAINT. 3. ALL THRUST BLOCKING SHALL PROVIDE A MINIMUM OF LEAD WITH NO ADDITIONAL CONNECTIONS. TRAFFIC RATED COPPERHEAD 2 SQUARE FEET OF BEARING AREA OF CONCRETE 9. HEIGHT OF FIRE HYDRANT MEASURED FROM THE STEAMER SNAKEPIT TEST STATION OR 3. EXTENSIONS SHALL BE A MINIMUM UNDISTURBED SOIL, OR AS DIRECTED BY THE ENGINNEER. APPROVED EQUAL OF ONE (1) FOOT LONG. 4. WATER MAINS WILL NOT BE FULLY PRESSURIZED UNTIL GRADE. NOZZLE SHALL BE 18 TO 24 INCHES ABOVE NEAREST FINAL VIEWA - A 4. VALVE BOX LIDS LOCATED ON CONCRETE HAS REACHED 7 DAY STRENGTH. VALVES TO ISOLATE FIRE SUPPRESSION LINES FROM PUBLIC 5. ALL PIPE WILL BE LAID SO AS THE ENTIRE BARRELL HEWA -A WATER LINES SHALL BE AMPro WILL HAVE FULL BEARING ON THE FINE GRADED USA, LL562 LOCKABLE LID. TRENCH BOTTOM. BELL HOLES SHALL BE CUT FOR STANDARD FIRE HYDRAN EACH BELL AND FIRE HYDRANT. GATE VALVE WNALVE BOX TRAFFIC RATED COPPERHEAD STANDARD FIRE HYDRANT WATER LINE AS REQUIRED + SNAKEPIT TEST STATION OR VALVE BOX PER SPECS WITH BOX .APPROVED EQUAL EXTENSION AS NEEDED VALVE BOX PER SPECS. STEAMER NOZZLE CHAINS 1' MIN. 7 -71 TO BE REMOVED BY TEE OR TAPPING 2" SQUARE AWWA NUT CONTRACTOR PRIOR TO SLEEVE & VALVE EXTENSION WITH Af- �A CITY'S ACCEPTANCE OF AS REQUIRED AS CENTERING COLLAR. WORK. REQUIRED A 6- A TERMINATE 4' TO 5' FINISHED GRADE FROM TOP OF BOX. -� 6. BURY UNE AS EQ'VARIESANCHOR 90° BEND 2" SQUARE AWWA NUT GATE VALVE EXTENSION WITH WNALVE BOX i CENTERING COLLAR. 6" STD. TERMINATE 4' TO 5' a GATE VA E STANDARD FIRE HYDRANT } FRpDOM��TOPEEOyyF BOX. � � WITH SS O S a AWWA C900 WISTAINLESSLVE (SEE NOT 8) 6" D.I.OR C9 R PIPE + 0 v 6" MJ ANCHOR O PRESSURE PIPE STEEL BOLTS i COUPLING i CON RETE O 14 g BLOCKING PEA GRAVEL -FILL COPPERTRACER WEEP O HOLE PVC OR D.I. PIPE WIRE O HRUSTBLOCK FIRE HYDRANT LOCATION REALIGN AS NEEDED TEE OR TAPPING BLOCK USING 12"x12"x4" ' SLEEVE & VALVE MECHANICAL JOINTS i BLOCK AS DIRECTED. AS REQUIRED WITH SET SCREW PRECAST CONCRETE MIN. DIMENSION APPROX. RETAINER GLANDS BLOCK EQUAL TO ONE BAG OF OR MEGA LUGS SACKRETE 6" X 12" GRADELOK BLOCK AS DIRECTED OPTIONAL ROTATE TOFINAN GATE. VALVE &BOX GRADE) STANDARD FIRE W1-00 HYDRANT ASSEMBLY W1-02 2" SQUARE x 2" HIGH TRAFFIC RATED k REFER TO TECHNICAL SECTION OPERATING NUT COPPERHEAD 09 0312 FOR TRACER WIRE VALVE OPERATING NUT EXTENSION 1901 5" DIA x 1/8" MIN THICKNESS STEEL PLATE w190°CUT-OUT A STEEL ROD SQUARE SOCKET 2" DIA INSIDE 21/4" DEPTH TWO 318" SET SCREWS ON (1/8" MIN WALL EITHER SIDE TO LOCK THE THICKNESS) OPERATING NUT. SCREWS ARE TO BE FLUSH WITH OUTSIDE EDGE OF BOTTOM SOCKET GATE VALVE EXTENSION W1-01 SNAKEPIT TEST INSTALLATION STATION OR TRAFFIC RATED COPPERHEAD APPROVED EQUAL SNAKEPIT TEST STATION OR GROUND LEVEL APPROVED EQUAL ,,,,,,,, - 24"x24"4" 24" CONCRETE PAD MAX. METAL STD.) TOR TAPE METAL DETECTOR TAPE 48" MIN. TRACING WIRE 14q a SOLID TRACER WIRE SHALL END COPPER AT A TEST STATION. TYPICAL UTILITY PIPE TYPICAL UTILITY PIPE * TRACER WIRE MUST BE INSTALLED DEAD END - DIRECTLY ABOVE THE PIPE. UTILITY PIPE LOCATION MATERIALS ®Oi`34i M Ike:- i9i ■'i�i � '� i�i NOTES: n 1 PIPELISHOWN ON PLANS NE LL SETSCREW OR-6,, A AND ON ANISH VALVE SIGN POSTS. WARNING SIGN MAIN LINE RETAINER 90• TACK WFROM ARNING 2. SIGNS TO BE CONSTRUCTED 20 GA. STEL KED ON FURN ENAMEL FINISH. SH ONE 4 UNDISTURBED WARNING AND ONE VALVE SIGN DIRT 10" UNDERGROUND PIPELINE AND ONE POST FOR EACH VALVE 24" CONTACT THE CITY INSTALLED AND AT OTHER BEFORE EXCAVATING LOCATIONS AS SHOWN ON PLANS. OF I ENO OF LINE FURNISH SAME NUMBER OF CND YELLOW REPLACEMENT SIGNS AS FOR EACH WATERLINE BACKGROUND 4 INSTALLED (OMITTING VALVE M. J. TEE NUMBER ON VALVE SIGN) A OR CROSS (NOT SEPARATE PAY ITEM) r V AL V 7" N 0 BEDDING SAND SIX 3' X 6" � 2" BLACK PRESSURE CONCRETE SLAB I V TO BE ADDED AFTER BASIC SIGN HAS BEEN NOTE: A WHITE PAINTED. DIMENSION FOR CONCRETE 24" BACKGROUND VARIES WITH WATERLINE SIZE MIN. MJ PLUGPLAN VIEW PIPELINE WARNING SIGN VALVE IDENTIFICATION SIGN UNDISTURBED DIRT COMPACTED 4'-0" S' BLUE HEAVY DUTY, WING SELECT FILL CHANNEL POST VALVE BOX AND SHAFT EXTENSION MEGALUG 4'-0" CAST IRON VALVE BOX COVER 2'X4'X6" PIPE CONCRETE SLAB 2' X 4' X 6" CONCRETE SLAB 6" MIN. NOT GREATER * THAN 45° `-BACK FILL AMERICAN FLOW CONTROL TRENCH B" DIP WIRETAINING Z9�G ADAPTER OR AN APPROVED EQUAL GLAND AT BEND AND PLUG. 12' MIN. c,PO CONCRETE G'(� SF,CTION A -A THRUST BLOCK RESTRAINED JOINT 6" M. J. ELL PLACED ON cn?Rr >F NOTE: W/ THRUST BLOCK UNDISTURBED SOIL INSTALL ANCHOR COUPLING COMPACTION WITHIN LIMITS AND REDUCER AS REQUIRED OF END OF DINE BLOCKING STANDARDDENSITYASSEMBLNSITY BE95°k PER IN -LINE BLOW OFF ASSEMBLY W3-00 ASTM D698 W3-01 NOTE: 1-'�-GALV. ELL 1. EMBED COPPER LINE IN TAMPED SANG FROM BRONZE INSECT SCREEN UNDISTURBED SOIL TO 6" ABOVE AND ON BOTH WIS.S. HOSE CLAMP GALV. NIPPLE 1 REMOVE AND DISCARD SIDES OF COPPER PIPE. AIR RELEASEIVACUUM I AFTER USE MJ PLUG 2. PAYMENT FOR DID ITEM OF "AIR RELEASE VALVE" BREAKER VALVE I VALVE BOX AND SHAFT EXTENSION SHALL INCLUDE ALL MATERIALS, EL SHOWN IN VALMATIC MODEL 101 ((1 ") 2" METER BOX WITH I I EXIST. GRADE 4'-0" CAST IRON VALE BOX COVER DETAIL, INCLUDING MAIN LINE TAPPING SADDLE. OR MODEL E (2") OR CAST IRON LID I 1 APPROVED EQUAL 1 I �SCH. 40 GALV. PIPE 2' X 4' X 6" CONCRETE SLAB 3. PIPE SIZE SHALL BE 1" OR 2". 1 I n AFTER BLOW 4. SIZE OF LINES AND VALVES MAY BE MODIFIED BY 1 I INSTALL MALES QUICK AMERICAN FLOW CONTROL THE ENGINEER EXIST. GRADE �1 CONNECTION & CAP TRENCH ADAPTER HOT -BOX POLY ROX EQ APPROVED ' EQUAA L 4" APPROVED MODEL PHRI (1 ") WITH _. BRASS BALL VALVE PIPE MATERIAL MJ TAPPED CAP HEAT OR MODEL PHR2 (2") WITH HEAT OR APPROVED EQUAL IRON PIPE THREAD COMPRESSION FITTING BRASS THREAD PIPE AND BALL VALVE WATER 4" X TX 3' CONCRETE PAD (FOR 1" PIPE) COPPER EXPOSED TO MAIN 4" X 5' X 3' CONCRETE PAD (FOR 2" PIPE) CONCRETE SHALL BE BRASS ELL-,,,,,MJ TAPPED CAP SLEEVED WITH APPROVED COPPER PIPE SLEEVING CONCRETE BLOCKING TO BE IN ACCORDANCE WITH WATER 4" M. J. ELL PLACED ON CONCRETE BLOCKING TO TYPE "K" COPPER TUBING DETAIL W3-00 MAIN UNDISTURBED SOIL BE IN ACCORDANCE WITH DETAIL W3.00 BRASS NIPPLE 4" END OF LINE TAPPING SADDLE WI CORPORATION STOP. 2" BLOW -OFF RISER BLOW -OFF AIR RELEASE VALVE & VACUUM CHECK VALVE W3-02 I W3-03 W3-04 THRUST BLOCK NOTES: 1. ALL CALCULATIONS ARE BASED ON INTERNAL PRESSURE OF 200 psi FOR 24" AND SMALLER INNER DIAMETER PIPE. TEESCHEDULE D HtoR $S tt Aft VOW E 4 B 5.1 11.512.51 0.3 10 121 11.3 11.513.51 0.6 NOTES: 1. NO SPLICES IN COPPER TUBING WILL BE ALLOWED FOR SINGLE SERVICE OR BETWEEN THE SERVICE SADDLE AND THE WYE FOR DOUBLE SERVICE. 2. ALL BEARING SURFACES OF THRUST BLOCKS SHALL BE PLACED AGAINST UNDISTURBED 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR EARTH OR ROCK. TO PRESSURE TEST LINE IMMEDIATELY AFTER THE STREET CROSSINGS HAVE BEEN INSTALLED. 3. CONCRETE FOR BLOCKING SHALL BE 2000 psi. 3. MARK EACH SERVICE END WITH METAL -r POST 4. DIMENSIONS MAY BE VARIED AS REQUIRED BY PAINTED BLUE. FIELD WHERE AND AS DIRECTED BY THE ENGINEER. THE VOLUME OF CONCRETE 4. MATERIAL USED SHALL BE AS SPECIFIED OR AN BLOCKING SHALL NOT BE LESS THAN SHOWN APPROVED EQUAL. HERE. 5. ALL CONNECTIONS TO BE COMPRESSION TYPE. S. WATER MAIN SHALL NOT BE PRESSURIZED UNTIL 6. ALL SERVICE WYES & EXTENSIONS ARE TO BE ALL CONCRETE BLOCKING HAS REACHED 1500 psi. INSTALLED WITH THE MAIN LINE CONSTRUCTION. NOTE: STRAIGHT BALL VALVE W/ PLUG p z (2 FOR DOUBLE SERVICE) 1-112" BALL VALVE O (FOR DOUBLE SERVICE ONLY) ----4'MIN.-----�-- VIEW'I **FORMAT RIIAL EQUIREMENT313 DOUBLESERVICE HORIZONTAL THRUST BLOCK SCHEDULE USE POLYETHYLENE WRAP OR EQUAL BETWEEN CONCRETE 7. METERS AND VALVE BOXES SHALL BE PLACED CONC. CURB &GUTTER BY THE CITY UPON PAYMENT OF FEE. d & PLUG TO PREVENT CONCRETE FROM STICKING TO PLUG. 8• LOT CORNERS SHALL BE MARKED WITH A LATH ; ; 6 ; UNDER THE SUPERVISION F A RPLS UPON -- COMPLETION OF CONSTRUCTION. _ - BEND SIZE A B C E G VOLUME 90° 6'8" 5.0 1.5 1.6 0.9 2.7 0.4 10,12" 6.5 2.6 1.6 1.2 4.0 1.0 46° 6,8" 2.0 2.0 1.6 0.9 1.6 0.2 10,12" 3.6 2.5 1.5 1.2 2.2 0.6 �'S 6,8" 1.5 1.5 1.5 0.9 0.8 0.1 10,12" 2.0 2.5 1.5 1.2 1.1 0.3 L125'6,8" 1.0 1.5 1.510.9 0.4 0.1 10,12 1.5 1.5 1.5 1.2 0.6 0.1 THRUST BLOCK DETAILS - --- �A 12" MIN: 24" MAX. STRAIGHT BALL VALVE 2' MI . WITH PLUG (2 FOR DOUBLE SERVICE) I APPROVED SERVICE SADDLES FOR DUCTILE AND PVC OR TAPPED TEE 4' MIN. A 1" TYPE "K" COPPER TUBING (2 FOR DOUBLE SERVICE) 1-1/2" X 1" BRASS WYE (1 FOR DOUBLE SERVICE) CORP STOP 1" TYPE K COPPER TUBING SINGLE SERVICE 1-112" TYPE K COPPER TUBING (DOUBLE SERVICE) WATER LINE SEE NOTE 1) 1-112" BALL VALVE (FOR DOUBLE SERVICE ONLY) /-P PEER NEW WATER SERVICE (SHORTANDLONGSIDE) W 2-01 X UST STRUCTURAL BACKFILL AREA INCLUDES ALL PAVED AREAS (SIDEWALKS STREETS, ALLEYS, DRIVEWAYS AND PARKING AREAS) AND SHALL EXTEND 6' BEYOND THE CURB LINE. STRUCTURAL -PIPE BACKFILL SHALL BE CEMENT STABILIZED (SEE JOINT DETAIL W4-02 - AREASTO BE PAVED) OR EXCAVATED SOIL COMPACTED TO 98% MAXIMUM DRY DENSITY AS NEAREST BELL M 2' 2' 2' 2' " MAX TYP. 6'8" TYP. MAX t PER ASTM 0698 WITHIN OPTIMUM TO +4% WET OF OPTIMUM (SEE DETAIL W4-02 - NON-STRUCTURAL JOINT (TYP. EA- EN) -MAX-,-6'8" AREAS) R. OAP' C bUTE0 POUR CONCRETES V((c DIA. AGAAIINST UNDISTURBEDEAH SECTIONX-X PLAN VIEW BIC e 5' 8" Typ 1" MIN CLR C CARRIER PIPE CASING SPACER STEEL CASING " G�Q��QQ�\y CI 6� 1-PC. PULL -ON WATER TIGHT NEOPRENE END SEAL WI STN. STL• ADJUSTABLE TOP RUNNERS TO MAINTAIN 1" MAX CLR. UST- 71 OU.Y p� �QJ Q �% PAVEMENT AREAS ' PSI "APS" OR 30° O J_ o_k-TH Q w0 �5 `g O MAX �m 5 SIpEWALK. B/C BAND CLAMP AT SPRINGLINE STEEL CASING NOTE: CASING SPACERS 8" WIDE BAND STAINLESS POUR AGAINST UNDISTURBED 5' 4-RUNNER MIN. THRU 24' DIA CASING) OR 6-RUNNER MIN. PROVIDE 4 STEEL (TYPE 304) EARTH (24"-42" DIA. CASING) STAINLESS RUNNERS AT STL. TYPE304; 8" WIDE BAND BOTTOM NEOPRENE INSULATION SLEEVE BETWEEN PIPE AND BAND TEE THRUSTBL0CK W/ POLYMER RUNNERS; CENTERED ROR NON -CENTERED- ESTRAINED FROM KOTATION; I MIN POLYMER RUNNER (TYP) STRUCTURAL BACKFILL AREA OR"CASCADE" INSULATED; "APS, INC., MODSSIB" TYPICAL HORIZONTAL CASING DETAIL THRUST BLOCK W2-00 I W2-02 W2- NOTE: NOTE: 1. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING SEE CITY WNALVE BOX 1 • FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING SEE CITY STANDARD SPECIFICATION FOR WATER AND SEWER LINE CONSTRUCTION STANDARD SPECIFICATION FOR WATER AND SEWER LINE CONSTRUCTION 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. 3. DRY BORING PREFERRED, WET BORING ALLOWED ONLY WHEN APPROVED BY 3. DRY BORING IS REQUIRED. THE CITY ENGINEER. 4. PIPE CROSSING A ROADWAY SHALL BE INSTALLED ABOVE THE MAIN IT TIES INTO 4. PIPE CROSSING A ROADWAY SHALL BE INSTALLED ABOVE THE MAIN IT TIES INTO WITH A BEND SUCH THAT THE CARRIER PIPE CAN BE PULLED ABOVE THE PARALLEL WITH A BEND SUCH THAT THE CARRIER PIPE CAN BE PULLED ABOVE THE PARALLEL TEE OR TAPPING MAIN. MAIN. SLEEA3 EQUIREDLVE ENCASEMENT 2'-0" MIN 2'-0" MIN OPE GATE VALVE ENCASEMENT N CUT LIMIT LI WIDTH OF PAVEMENT 3'-0" MIN. GATE VALVE WNALVE BOX TEE OR TAPPING SLEEVE & VALVE AS REQUIRED PEN CUT WATER LINE HOULDER VARIE WATER LINE MIT 6'-0" WIDTH OF PAVEMENT 5'-0" MIN. MIN. SIDEWALK MAY GATE VALVE 3'-0" BELOW DITCH FLOW LINE. BE OPEN CUT OR BORED AS STEEL CASING ® DIRECTED BY THE ENGINEER I CARRIER PIPE AS REQUIRED CARRIER PIPE STEEL CASING TYPICAL URBAN CITY STREET CROSSING TYPICAL RURAL STREET CROSSING 4-00 W4-01 ® SELECT MATERIAL ORIGINAL GROUND OR MATERIAL EXCAVATED FROM THE DITCH (WHICH IS FREE OF ROCKS LUMPS CLODS OR DEBRIS BOTTOM OF SUB -GRADE NOTES: LARGER THAN TWO (2) INCHEd IN THE LARGESY DIMENSION). COMPACTED TO A 1. FOR BEDDING AND TRENCHING WITHIN ALL EXISTING MINIMUM OF90q°OFMAXIMUM DENSITY ASDETERMINED BY ASTM AT A RE CONTENT TOS+4°A PAVEDAREAS SEE DETAILS FOR OPEN CUTSTREETS. NOTA/PPLY OSTREETSBEINGRECTHIS ONSTRUC ED. OPTIMUM OF OPTIMUM UNDER NON-STRUC NOTHIN N-STRUCTURAL 2. AREAS (Io... YARDS, PASTURES, EASEMENTS) AND TO A MINIMUM OF 8 MAXIMUM DENSITY AS DETERMINED SELECT MATERIAL 2. EVERY f00 FEETPROVIDEA WATER STOP BLOCK BY AST (STANDARD) BY ASTM 0688 ((STANDARD) AT A MOISTURE CONTENT WITHIN OPTIMUM TO +A%OF OPTIMUM UNDER NEW STREET AREAS SELECT MATERIAL CEMENT STABILIZED SAND COMPOSED OFCEMENTSAND OR NAT/VEMATER/AL DEPENDING ON EMBEDMENT. BLOCK SHALL BE6 FEET AND STREETS TO BE RECONSTRUCTED. 8"-12" MAX. 8"-12" MAX. /NLENGTH. NO BEDDING SAND IN THIS AREA. ® GRANULAR MATERIAL ®(MANUALLY CONSOLIDATE AT OPTIMUM MOISTURE , ) i/, B MANUALLY CONSOLIDATE �( ATOPTIMUM MOISTURE) S. ALL BEDDING & INSTALLATION OF PVC PIPE SHALL BE IN ACCORDANCE WITH ANSI/AWWA STANDARDS FOR PVC PIPE. MATERIAL SHALL BE BANK RUN RIVER SAND WHICH IS FREE OF DETRIMENTAL QUANTITIES OF CLAY DEBRIS, OR ORGANIC 4. ALL BEDDING & INSTALLATION OF DUCTILE IRON PIPE MATERIAL AND WHICH, WHEN TESTED EY STANDARD q" 4. SHALL BE IN ACCORDANCE WITH ANSI/AWWA C1501A21.50 LABORATORY METHODS, MEET THE FOLLOWING REQUIREMENTS: MAXIMUM LIQUID LIMIT q5 PIPE UNDISTURBED SOIL UNDISTURBED SOIL 5. COMPACTION SHALL BE ATTAINED BY MECHANICAL TAMPING. MAXIMUM PLASTICITY INDEX 15 MAXIMUM PERCENT PASSING N0. 200 SIEVE 36 MINIMUM PERCENT PASSING 3/4" SIEVE 100 O.D. O.D. 6. RELATIVE COMPACTION SHALL BE TESTED IN THE PRESENCE OF THE CITY ENGINEER. METAL DETECTOR THE MATERIAL SHALL BE FREE FLOWING AND WHEN WET SHALL NOT ADHERE 6" MIN.112" MAX. TAPE AINIMUM 6" MIN-/12" MAX. 7. DUST RESULTING FROM THE CONTRACTOR'S TO FORM A BALL WHEN PRESSED IN THE HAND. ABOVE TOP OF PIPE PERFORMANCE OF THE WORK, EITHER INSIDE OR ARMS S TO BE PAVED OUTSIDE THE RIGHT-OF-WAY, SHALL BE CONTROLLED © CEMENT STABILIZED SAND BY THE CONTRACTOR. ARF,AS OR STREETS TO BE 8. ALL TRENCHES SHALL BE BACK FILLED AND TEMPORARY RECON.S7RUCl ED PAVING OR PLATING PLACED AT THE END OF EACH WORKING DAY. BEDDING AND TRENCH FOR DI PIPE & PVC PIPE EA aw. j'. GENERAL NOTES: ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEQUATELY BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL GROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS IS PRESENT, BLOCK SOD WILL BE REQUIRED. BARED AREAS SHALL BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE. APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR. ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RAIN. ESTABLISHMENT OF VEGETATION MAY BE A WARRANTY ITEM. In z 0 V) w ICITY OF BRYAN I The Grand Life, Texas Style. - DRAWN BY: C.L.M. DATE: 08-01-12 SCALE: N T S APPROVED: W. P. K. FIGURE: SHEET 1 OF 2 i Ser vice saddle SS stra ps, CC threads Installed per manufacturer's recommendations. All main types: Smith Blair 317 02 Corporation Stop: Ford FB 1000-4-Q 1" Q Service tubing: Type K copper - soft -1" ® Ford male adapter - C84 44-0 - i" 5 Meter box valve: 5 =Ford Angle Stop - BA13-342W -1" SA = Ford Straight Stop - 811-444W -1" © Brass bushing IPS -1" x 3/4" 0 Meter nipple - C38-23-2-5 - 3/4" ® Meter box and lid: Old Castle meter box, CI lid with Reader #36 �-CUSTOMER VALVE VALVE CITY OF BRYAN STRAIGHT OR ANGLE TAP - 3/4" W6-00 NOTES: 1Q Service saddle, SS straps, CC threads Installed per manufacturer's recommendations. All main types: Smith Blair 317 Q2 Corporation Stop: Ford FS 1000-7-0 (cc thread) - 2" ® Service tubing: Type K copper - cu - soft - 2" ® Ford male adapter - C84-77-Q - 2" O5 Meter box valve: 6 - Ford Angle Stop - BA-11-777W - 2" 5A - Ford Straight Stop - B11.777W - 2" 07 Brass coupling I.P.S. - 2" ® Swivel nut- C38-77 - 2" 0 Meter adapter - BBIM 77 - 2" ® Brass nipple I.P.S. - 2" x 3" © Meter box and lid: Old Castle meter box, CI lid with Reader #65 © Meter box and lid: Old Castle 12" round valve box #3RT CITY OF BRYAN STRAIGHT OR ANGLE TAP - 211 VALVE NOTES: 1 saddle, SS straps, CC threads Service sad P 5 Meter box valve: Me e Installed per manufacturer's All types: 6 =Ford Angle Stop- BA-13-444W-0-1" 6A = Ford Straight Stop - B11-444W -1" recommendations. main Smith Blair 317 © Meter nipple - C38.44-2-625 -1" 2 Corporation Stop: Ford P FB 1000-4-Q -1" © Meter box and lid: Old Castle meter box, O3 Service tubing: Type K copper - soft - i" CI lid with Reader #36 ® Ford male adapter -C84-44-Q-1" CUSTOMER ALVE CUSTOMER VALVE VE CITY OF BRYAN STRAIGHT OR ANGLE TAP - 1" W6-01 NOTES: 1. ALL CONNECTIONS TO BE COMPRESSION TYPE. 2. MATERIAL USED SHALL BE AS SPECIFIED OR AN APPROVED EQUAL. 3. ALL SERVICE WYES & EXTENSIONS ARE TO BE INSTALLED WITH THE MAIN LINE CONSTRUCTION. 4. EXISTING METER BOXES ARE TO BE REMOVED. THE NEW METER BOXES SHALL BE OLD CASTLE. METER NUT SIZE FORD PART NO. 3/4" x 2.5" Long C38-23-2-5 314" x 3" Long C38-23-3 3/4" x 12" Long C38-23-12 1" x 2.625" Long C3844-2-625 1" x 8.5" Long C38-44-8-6 1-1/2" Meter Nipple C38-66-2-875 1-112" Meter Bushing BBIM-66 2" Meter Nipple C38-77 2" Meter Bushing BBIM-77 -10 1 0 I d e SS straps, CC threads Service saddle, 6 Swivel nut- C38- BB-2-875 -1-1 /2" Installed per manufacturer's recommendations. All main types: 7 Brass all thread I.P.S.-1-112" Q Smith Blair 317 ® Meter adapter- BBIM 66-1-112" 2 Stop: Ford FB 1000-6-1-112" Corporation 3 Q P P 9 Mete box and lid: Old Castle meter r Q Service tubing: Type K copper - soft-1-112" box, CI lid with Reader 965 ® Ford male adapter - C84-66-Q-1-112" Q5 Meter box valve: 6 - Ford An le Stop - BA-11-666W-1-1/2" xe . c...Yl c -Inh* cr,,., _ R11diRRW _ t_1i2" CUSTOMER VALV 26 E CUSTOMER VALVE CITY OF BRYAN STRAIGHT OR ANGLE TAP - 1-1/2' W6-02 METER SWIVEL NUT OR NIPPLE METER BOX ANGLE STOP w (1-1/2" BALL VALVE o O ONLY) FOR DOUBLE SERVICE WATER METER ——4'MIN .----- +— VIEW A -A I DOUBLE SERVICE o O d I K ANGLE WATER METER LMETERSWIVEL I NUT OR NIPPLE I A 1" NUMEX SDR-9 200 PSI PIPE 1-1/2" BALL VALVE — (FOR DOUBLE SERVICE ONLY) CITY OF BRYAN WATER SERVICE RECONNECTION -1-112" X 1" BRASS WE (1 FOR DOUBLE SERV.) NOTES: O Service saddle SS straps, s CC threads B IPS-1"x3/4" Brass buskin O Installed per manufacturrees recommendations. All main types: Cambridge 800 Series or Meter nipple 9C38-23 2-5 - 3/4" PP Ford S701S90 8 Ball valve 2 O3 n Stop: Ford FB 1000-41" Corporation S 9 Meter box and lid: Old Castle meter O 8 service tubing: Type K copper - soft -1" box, Cl lid with Reader #36 Ford male adapter - C84.44-1" ® Meter box valve: 5 = Ford Angle Stop - BA13-342W -1" CUSTOMER VALVE 6A = Ford Straight Stop - 611444W -1" 7 NOTES: 1 Service saddl e, SS straps,CC threads Installed per manufacturer's recommendations. All main types: Cambridge 800 Series or Ford S701S90 2 Corporation Stop:Ford FB 1000-4-1" Po Q3 Service tubing: Type K copper - soft - i" 85 Ford male adapter- C84 441" Meter box valve- ( - Ford Angle Stop - BA-43-444W -1" SA - Ford Straight Stop - B11-444W -1" SPECIAL CONDITIONS 1. METER REGISTER SHALL BE NO DEEPER THAN 12 INCHES BELOW FINISHED GRADE. 2. FLOOR OF VAULT WILL BE A MINIMUM OF 6 INCHES FROM BOTTOM OF ANY PIPING APPARATUS OR METER WITHIN THE VAULT. 3. REINFORCED CONCRETE VAULT BASE (FLOOR) SHALL BE CONSTRUCTED USING A STANDARD FIVE SACK CONCRETE MIX AND REINFORCING COMPRISED OF #3 REBAR ON 12 INCH CENTERS WITH A MINIMUM BASE THICKNESS OF 6 INCHES. 4. SET SCREW RETAINER GLANDS SHALL BE INSTALLED AT EACH FITTING ON MECHANICAL JOINT PIPE. S. VALVES SHALL MEET THE CITY SPECIFICATIONS FOR VALVES. 6. THERE SHALL BE NO PIPING UNDER THE FLOOR OF THE VAULT. NRS FLG GATE VALVE (TYP-2) MODEL SIZE L1 W1 H1LBS DMC-CS3 3" 8'-8" 5' 0" 4'-6" 12.000 DMC-CS4 4" 8'-8" 5'-0" 4'-6" 12,000 DMC-CS6 6" 111-0" 6'-0" W-9" 12,000 NRS GATE VALVE (TYP-2) --- MFG: PARK EQUIP. CO. MODEL: DMC-CS APPROVED 3" OR LARGER COMPOUND METERS. VAULTS & MATERIALS ROD (TYP) APPROVED METERS - SENSUS SRH (U. S. GALLONS) APPROVED VAULTS - PARK DMC-BR SENSUS C2 OMNI FLG TEE PRE -CAST CONCRETE TOUCH READ 1000 (TYP-2) VAULT W/ ADEQUATE GALLON w/STRAINER ACCESS AND VAULT PLAN VIE W DIMENSIONS FOR METER SELECTED CONCRETE LID W/ 36"x60" APPROVED MATERIALS - DUCTILE IRON PIPE WITH MECHANICAL JOINT. SET SCREW SINGLE LEAF GALVANIZED BE STEEL HATCHWAY (H-20 RATED) B SED ON ALLLL M.J. FIITTINGS. DUCTILE IRON (TYP) ANY DEVIATIONS FROM THE ABOVE SPECIAL CONDITIONS OR APPROVED METERS, VAULTS OR MATERIALS MUST BE SUBMITTED TO THE p DIVISION MANAGER WATER SERVICES, 72 HOURS PRIOR TO ANTICIPATED DEVIATION. GALVANIZED STEEL PIPE SUPPORT (TYP) GRAVEL BED 12" SQ SUMP W/ CAST IRON GRATE AND OPTIONAL DRAIN ELEVATION VIEW CITY OF COLLEGE STATION METER VAULT ASSEMBLY INYT,7 88 3 6 pp Meter nipple C 8 442-625 -1" Ball valve Q Meter box and lid: Old Castle meter box, CI lid with Reader #36 CUSTOMER VALVE NOTES: i Service saddle SS stra ps, CC threads Installed per manufacturer's recommendations. All main types: Cambridge 800 Series or Ford S70IS90 2 Corporation Stop: Ford FB 1000-6-1-1/2" icetubin :T Kco copper-soft-1-112" 3 Sery9 Type PP 4 Ford male adapter r - C84-66-1-1/2" 5Q Meter box valve: 5 = Ford Angle Stop - FV-43-666W-1-1/2" 5A - Ford Straight Stop - B11-666W-1-1/2" 6 Swivel nut C 38 66 2-875-1-112" 7 Brass all thr ead I.P.S.-1-112" U98 Meter adapter - BBIM 66-1-1/2" 9- Meter box and lid: Old Castle meter box, Cl lid with Reader $65 ® Ball valve CUSTOMER VALVE 717 ffi%r c► a��_ © _ cr �— © _■■l!a�c, �\- glr�♦l�i�����iZ�l: it �1+` I�li����l�..i i'■1-(1'!� �• 4 CITY OF COLLEGE STATION STRAIGHT OR ANGLE TAP - 3/4" wW7-0 NOTES: O Service saddle, SS straps, CC threads Installed per manufacturer's recommendations. All main types: Cambridge 800 Series or Ford S701S90 Q Corporation Stop: Ford FS 1000-7 (cc thread) - 2" 0 Service tubing: Type K copper - cu - soft- 2" ® Ford male adapter - C84-77- 2" ® Meter box valve: 5 = Ford Angle Stop - FV-43-777W - 2" 5A = Ford Straight Stop - 611-777W - 2" © Brass nipple I.P.S. - 2" x 6" 7Q Brass coupling I.P.S. - 2" © Swivel nut - C38.77 - 2" Q Meter adapter- BBIM 77 - 2" ® Brass nipple I.P.S. - 2" x 3" © Meter box and lid: Old Castle meter box, Cl lid with Reader #66 ® Meter box and lid: Old Castle 12" round valve box 03RT ® Bail valve CUSTOMER VALVE CITY OF COLLEGE STATION STRAIGHT OR ANGLE TAP - 2. CITY OF COLLEGE STATION STRAIGHT OR ANGLE TAP - 1" Fw7-o l CUSTOMER VALVE -03 NOTES: 1. ALL CONNECTIONS TO BE COMPRESSION TYPE. 2. MATERIAL USED SHALL BE AS SPECIFIED OR AN APPROVED EQUAL. 3. ALL SERVICE WYES & EXTENSIONS ARE TO BE INSTALLED WITH THE MAIN LINE CONSTRUCTION. 4. EXISTING METER BOXES ARE TO BE REMOVED. THE NEW METER BOXES SHALL BE OLD CASTLE. METER NUT SIZE FORD PART NO. 314" x 2.6" Long C38-23-2-5 314" x 3" Long C38-23-3 3/4" x 12" Long C38-23-12 1" x 2.625" Long C38-44-2-625 1" x 8.5" Long C38-44-8-5 1-112" Meter Nipple C38-66-2-875 1-1/2" Meter Bushing BBIM-66 2" Meter Nipple C38-77 2" Meter Bushing BBIM-77 CITY OF COLLEGE STATION STRAIGHT OR ANGLE TAP - 1-1/2' FW 7-02 METER SWIVEL NUT OR NIPPLE ANGLE STOI 1-112" BALL VALVE (FOR DOUBLE SERVICE ONLY) T7rT, LT r A A DOUBLE SERVIC A 1-112" BALL VALVE— (FOR DOUBLE SERVICE ONLY) CITY OF COLLEGE STATION WATER SERVICE RECONNECTION ANGLE STOP METER BOX J METER METER BOX I rER SWIVEL r OR NIPPLE I LTYPE "K" COPPER PIPE (2 FOR DOUBLE SERVICE) -1-1/2" X 1" BRASS WYE (1 FOR DOUBLE SERV.) ME Z 0 V) w ry CITY OF BRYAN The Cood Life, Texas Style. - DRAWN BY: C.L.M. DATE: 08-01-12 SCALE: N T S APPROVED: W. P. K. FIGURE �N 2 SHEET 2 OF 2 W6-03 W6-04 NOTES: I. A MAX. OF 4 AND A MIN. OF 2 THROAT RINGS SHALL BE USED AT EACH MANHOLE IN NEW OR EXISTING RIGHT-OF-WAY. 2. USE ADEKA SEALANT OR APPROVED EQUAL BETWEEN RING/COVER ADJUSTMENT RINGS AND CHIMNEY OR CORAEL/CONE SECTION. 3. MANHOLE BASE THICKNESS AND FOUNDATION FROM FLOWLINE TO RIM AS FOLLOWS: MANHOLE DEPTH (FT.) BASE THICKNESS 0-12 8'• 12 AND OVER 12" 4. MANHOLE LOCATION AND COMPACTION AS FOLLOWS: LOCATION COMPACTION REQUIREMENT PAVEMENT_ _ 98 % STANDARD PROCTOR - ASTM D 698 LANDSCAPE AREA 90 % STANDARD PROCTOR - ASTM D 698 5. NO RINGS ARE REQUIRED OUTSIDE OF STREET RIGHT-OF-WAY 6, IN FLOODPLAINS OR AREAS OF CONCENTRATED FLOW, THE CONE SHALL EXTEND 1 FOOT ABOVE THE BASE FLOOD ELEVATION OR A BOLT DOWN WATER -TIGHT RING AND COVER SHALL BE USED, VENTED WHERE REQUIRED. 7. WARNING SIGN ONLY TO BE PLACED WHERE SEWER CROSSES OPEN FIELDS. (2 NOTES: 1, FOR BEDDING AND TRENCHING WITHIN ALL EXISTING PAVED AREAS, SEE DETAILS FOR OPEN CUT STREETS. (Details ST4-00, ST4-01 ST4-02). THIS NOTE DOES NOT APPLY TO STREETS BEING RECONSTRUCTED. 2. ALL BEDDING & INSTALLATION OF PVC PIPE SHALL BE IN ACCORDANCE TO ANSIIA WWA STANDARDS FOR PVC PIPE. 3. ALL BEDDING &INSTALLATION OF DUCTILE UC ILE IRON PIPE SHALL BE IN ACCORDANCE TO ANSI/AWWA C150/A21.50. 4. COMPACTION SHALL BE ATTAINED BY MECHANICAL TAMPING. S. ALL TRENCHES SHALL BE BACK FILLED AND TEMPORARY PAVING OR PLANKING PLACED AT THE END OF EACH WORKING DAY. MANHOLE DIA. MAIN SIZE 4 FT <18in. 5 FT 218in. <301n. 6 FT 2361n. SEE NOTE 1 CLASS "A" CONC. 3000 PSI IN 28 DAYS VARIES VARIES VARIES (SEE TABLE) BACK FILL AROUND MH SHALL BE AS PER NOTE 4 A14 BARS, 8" O.C.E.W. NOTE: DEPTHS GREATER THAN 12' WILL REQUIRE 2 MATS OF REINFORCING STEEL IN THE BASE. CAST IN PLACE MANHOLE NOTE 7 SEWER SIGN MANHOLE SIGN N' (SEE DETAIL SS-02) g•.p•• STD. DUCTILE IRON MANHOLE W MIN. COVER AND FRAME (30" DIA. OPENING) OR EQUAL , 12" MAX. ° u SEE NOTE 1 0. 2'-0" PRECAST REINFORCED 2•_6" CONC. MANHOLE SECT. ASTM DES. C-478 8' GREEN HEAVY DUTY, BACK FILL AROUND MH WING CHANNEL POST SHALL BE AS PER NOTE 4 VARIES 5" MIN. (SEE TABLE) LIBBER -GASKET JOINTS WI MORTAR SEALANT 1hd41nC AT Al l InIUTO UP TO 24 3/24 AND LARGER PE SHALL BE FULL DEPTH INVERTS. STANDARD MANHOLE AO SELECT NATIVE MATERIAL MATERIAL EXCAVATED FROM THE DITCH, (WHICH IS FREE OF ROCKS, LUMPS, CLODS, OR DEBRIS LARGER THAN TWO (2) INCHES IN THE LARGEST DIMENSION), COMPACTED TO A MINIMUM OF 90%OF MAXIMUM DENSITY AS DETERMINED BY ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN 0 OPTIMUM TO 4 /o OF OPTIMUM N U DER NON-STRUCT URAL AREAS le.. .YARDS PASTURES , EASEMENTS) AND TO A 1 MINIMUM OF 98% OF MAXIMUM DENSITY AS DETERMINED BY ASTM 0698 (STANDARD) AT A MOISTURE CONTENT WITHIN OPTIMUM TO +4% OF OPTIMUM UNDER NEW STREET AREAS AND STREETS TO BE RECONSTRUCTED. © GRANULAR MATERIAL MATERIAL SHALL BE BANK RUN RIVER SAND WHICH IS FREE OF DETRIMENTAL QUANTITIES OF CLAY, DEBRIS, OR ORGANIC MATERIAL AND WHICH, WHEN TESTED BY STANDARD LABORATORY METHODS, MEET THE FOLLOWING REQUIREMENTS: MAXIMUM LIQUID LIMIT 45 MAXIMUM PLASTICITY INDEX 15 MAXIMUM PERCENT PASSING NO.200 SIEVE 35 MINIMUM PERCENT PASSING 3/4" SIEVE 100 THE MATERIAL SHALL BE FREE FLOWING AND WHEN WET, SHALL NOT ADHERE TO FORM A BALL WHEN PRESSED IN THE HAND. © CEMENT STABILIZED SAND NOTES: 1, FLOW SHALL BE MAINTAINED DURING CONSTRUCTION. 2. THIS DETAIL TO BE USED WHEN A 6" OR LARGER LATERAL NECESSITATES CONSTRUCTION OF A NEW MANHOLE. 3• FOR ADDITIONAL STANDARDS NOT SHOWN, SEE "STANDARD MANHOLE" DETAIL S1-02. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPORT OF EXISTING SEWER DURING INSTALLATION OF MANHOLE. S. DOGHOUSE OPENING MAY ONLY BE USED WHEN PLACING A NEW MANHOLE OVER AN EXISTING LINE; OTHERWISE THE OPENING MUST BE CAST. SIZE, LOCATION, AND ANGLE OF ENTRY SHALL BE AS REQUIRED BY THE PLANS. 6. EXCAVATE TRENCH TO MIN. 13" BELOW BOTTOM OF EXISTING PIPE, COMPACT SUBGRADE. PLACE AND COMPACT 6" OF GRANULAR BEDDING. MONOLITHIC POUR OF MIN. 7" DEPTH 6 SACK TOPPING MIX TO BE PLACED INSIDE, UNDER, AND OUTSIDE MANHOLE BARREL FROM SURFACE OF BEDDING AROUND CONCRETE BLOCK RISERS, TO A POINT APPROXIMATELY AT THE SPRING LINE OF THE EXISt. PIPE. 7. DURING THE SAME POUR, THE FINISH MANHOLE SHELF SHALL BE FORMED AND FINISHED AROUND THE BARREL AND EXISTING PIPE AS SHOWN. B. AFTER CONCRETE SHELF HAS CURED THE EXISTING PIPE SHALL BE SAW -CUT ON BOTH SIDES TO THE FINISHED SHELF GRADE AND REMOVED. THE EXISTING PIPE SHALL FORM THE TROUGH OF THE MANHOLE AS SHOWN. FILE CUT PIPE TO GIVE SMOOTH EDGES. FOR 1"/FT. N CITY OF COLLEGE STATION GRAVITY SEWER DOGHOUSE MANHOLE S3-00 Aka @ 90A AND AND BASE. "BARS, 8" O.C.E.W. NOTE: DEPTHS GREATER THAN 12' WILL REQUIRE 2 MATS OF REINFORCING STEEL IN THE BASE. PRE -CAST MANHOLE ORIGINAL GROUND OR - BOTTOM OF SUBGRADE f- AO SELECT MATERIAL 1� W-12"MAX. © (MAN(�AL�Y 8"-12"MAX i, CONSOLIDATE AT OPTIM UM MOISTURE 6" BELOW PIPE B ILL 6" BELOPI O.D. UNDISTURBED SOILU.U.BELL PIPE_ O.D. 8" MIN./12" MAX. PLACE METAL DETECTOR TAPE AT A MINIMUM OF 24" ABOVE TOP OF PIPE NON-STRUCTURAI. AREAS S 1-00 SELECT MATERIAL © CEMENT STABILIZED SAND 8 Y ss E T MOISTURI LUNDISTURBED SOIL 6" MIN./12" MAX. AREAS TO BE PAVED OR ST REETS TURE RECONSTRUCTED - BEDDING AND TRENCH FOR DI PIPE & PVC PIPE PIPE O.D. PLUS 4" PERIPHERAL O STARTER"HOLES (SEE NOTE 1.) / 1� OPENING CREATION DETAIL 21 1'-0" S1-01 NOTES: I. 1" DIA. "STARTER" HOLES SHALL BE DRILLED THROUGH WALL OF EXISTING MANHOLE SPACED 3"APART CENTER TO CENTER. AFTER "STARTER" HOLES HAVE BEEN INSTALLED AND APPROVED BY A CITY INSPECTOR THE CONTRACTOR SHALL BEGIN REMOVING THE CONCRETE INSIDE THE PERIPHERAL "STARTER" HOLES. CONCRETE SHALL BE REMOVED WITH PNEUMATIC HAND TOOLS. 2. THE NUMBER OF REBAR DOWELS SHALL VARY WITH SIZE OF OPENING. REBAR SMALL NOT BE SPACED MORE THAN 12" CC. 3. WATERSTOP SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURERS REQUIREMENTS. 4. CONCRETE SHALL BE 3,000 P.S.I. REMOVE INVERT AS REQUIRED AND NEW INVERT FOR NEW LINE. NEW INVERT SHALL HAVE SMOOTH TRANSITION INTO EXITING INVERT. REWORK EXISTING INVERT AS REQUIRED. MANHOLE �1 CONNECTION DETAIL B DIAMETER C. 2" CLR. I NON -SHRINK SYNKO-FLEX PREFORMED (1YP•) GROUT PLASTIC ADHESIVE NEW INVERT WATERSTOP, OR APPROVED PIPE O.D. EQUAL. (SEE NOTE 3.) L I 1 B., STANDARD MANHOLE TIE-IN WATERSTOP CONNECTION DETAIL SECTION VIEW -PIPECONX MANHOLE ADAPTER SEAL, OR APPROVED EQUAL. (2 REQ'O) WATERSTOP-PIPECONX MANHOLE ADAPTER SEAL, OR APPROVED EQUAL. PLUS 18' (2 REQ'D) %1� CONNECTION DETAIL SECTION VIEW 6.2 REQUIRE S3-01 NOTE: MANHOLE BASE SHALL BE PLACED ON FIRM SUBGRADE. ADDITION OF CEMENT STABILIZED SAND OR GRAVEL MAY BE REQUIRED TO NOTE: STABILIZE FOUNDATION. "''•;q;; ;'; �c;'>j;'.•: MANHOLE BASE SHALL BE PLACED ON FIRM SEWER FNp • :;. ::. •:: • SUBGRADE. ADDITION OF CEMENT STABILIZED DROP INFLUENT .. • SAND OR GRAVEL MAYBE REQUIRED TO OR PIPE PIPE STABILIZE FOUNDATION. IN EXISTING MANHOLE, PLACE PVC MAIN iiNin ELBOW ON BENCH GROUT NEW BENCH TO SPRINGLINE AND TROWEL SMOOTH. SEWER FORM SMOOTH CHANNEL TO INVERT. PIPE 5" MIN. •;:� ALL NEW CONNECTION AT EXISTING CEMENT STABILIZED •' 2" MANHOLES SHALL BE BY CORING ONLY S3NDAS SHOWN 12 SECTION A A VARIES , CEMENT STABILIZED •L' SAND AS SHOWN �:v 4�I :•,91' • • .i...: e.r=:.; 3" PLAN - VARIE8fi .,;'1!r;�.•'>.,. VAR, • '• •' • ''r� � ' `•� SIZE X SIZE WYE VARIE .a 3.. SIZE X SIZE WYE 45°BEND 45°BEND SEE BASE -y • NOTE FOUNDATION STD. DUCTILE IRO MANHOLE COVER AND IM1IATE13�LOP-PIpECON�(- #4 BARS, 8" O.C.E.W. -DEPTHS N ANH ADAe�TER StnL FRAME (30" DIA. OPENING) OR EQUAL t NOTE: GREATER THAN 12 FEET WILL OR APPROVED EQUAL. (2 REQ'D) REQUIRE 2 MATS OF REINFORCING STEEL IN THE BASE / TO FINISH_�, 6 18"MAX ADJUSTMENRINGS CITY OF COLLEGE. STATION GRADE AS PER DETAIL •� , •� �:•r S1-02-NOTE 1 �;.. �,•�.;.;r;• .,•fir, OUTSIDE DROP MANHOLE PRECAST FLAT -TOP LID 3p" ONLY ALLOWED FOR MAIN LINE CONNECTIONS (WAND LARGER) BACK FILL AROUND MH VARIAS L 4 I .) 52-00 SHALL BE AS PER 5 INCH DETAIL SI-02-NOTE 4 THICKNESS (MIN) A : NOTE: MANHOLE BASE SHALL BE PLACED ON FIRM '•�: ' �'• SUBGRADE. ADDITION OF CEMENT STABILIZED SAND OR GRAVEL MAY BE REQUIRED TO GROUT USE RAM -NECK '• O-RING, OR STABILIZE FOUNDATION. ` .j •• ' APPROVED EQUAL PVC IN JOINTS .•4 •+ CROSS SEE PLAN OR PROflLE FOR PIPE SIZE, TYPE AND INV ELEV ••"': ,h PVC PIPE SIZE EQUAL TO STEEL STAINLESS ANDS S1/8" INCOMING PIPE SIZE THICKNESS (TYP) W/ 45" ELBOW ((TURN W/FLOW 518" STAINLESS STEEL & GROUT IN PLACE) BOLTS W/EXPANSION ANCHORS (TYP) SE(,TION A - A STANDARD CLEANOUT MATCH TOP OF ELBOW SOFFIT ' STANDARD CROSS 6" MI LARGEST PIPE IN MANHOLE ;4 fyi.• 94 BAR 24" MIN. vaRl s CE ENT STA I I ED L Z •`,,,.. '.:1..}:,:�:'. ': SAND AS SHt� WN. STANDARDCROSS4 :,1•:. : x.•;::: is ., Z - 3" r NOTE: DEPTHS GREATER m? THAN 12 WILL Y' NOTES: 33-114" DIA 2" [51mm LETTERING {845mm] 1. EACH PIER SHALL BE COMPLETED IN A SINGLE CONTINUOUS POUR. LETTERING STYLE: 2. CHAMFER EDGES 3/4". BOOKMAN OLD STYLE 323118" DIA � � f 2" f51mm1 LETTERING [818mm] 3. CONTRACTOR SHALL CONSTRUCT CONCRETE PIER TO A MINIMUM O � LETTERING STYLE: 1- 9116" DEPTH OF 6' OR TO A DEPTH WHERE A GOOD BEARING SOIL IS (2) PICKBARS � BOOKMAN OLD STYLE 1/4" [[6mm DIA [40mm] NEOPRE�E GASKET ENCOUNTERED. tb (2) PICKBARS 4112" 4. ALL SHAFTS SHALL BE BORED VERTICALLY PLUMB WITHIN ! () 7116" [114mm] 2"TOLERANCE. 1; 2" � 2.. [11mm] 6. ALL INFORMATION SHOWN IS CITY MINIMUM. ALL PIERS SHALL BE ® [51MM] � [51MM] � [762mm �5116" DESIGNED BY A PROFESSIONAL ENGINEER. prvoFalyAw 2-9116" 33-15/18" DIA [8mm]-,•I [85mm] (862mm] RY �.• [ o35mmi 2" 51mm LETTERIN �!:... � '�+•, 2" 51mm LETTERING n �,Ja�►t�HOOP3, BOOKMAN OLD STTMI(LE ~ PLAN VIEW a BO�MIA��NGOSTYLE: irLE �ME SECTION e n PIER D A. AS A' - � MACHINED SURFACE ON PU4NS 32" DIA � 3-imli•' n6 � 1813 mm 3" CLEARANCE � �] �8« 1-112" L- PIPE O.D. + 18" � Q MININMUM • [16mm] [38mm] [B2mm] -a--PIPE O.D- f 7/8" +1' 2-7/8" [22mm] [73 mm] �iDIA S RLGSECTION A -A R�mm] H2OD LL[[ COVER SECTION pICKBAR DETAIL 'MAXu if. CITY SPECIFIC SANITARY SEWER BOTTOM VIEW STANDARD MANHOLE I IOR TA ac I lean cnu oI on, In VARIES PIER VERTICAL STEEL SEWER SYSTEMS ONLY. NOT TO OF COVER RING AND COVER DIAMETER 116 BARS SYSTEMS N PRIVATE SEWER 16" g 24" 12 DUCTILE IRON V 143243 S4-01 26" 14 30" 16 38 96" DI 13116" 13/18" 5mm 24[98mm] [ ..�e�- .250" Ilolmmlulr%. Izumml I 1 - - z--u4 ul .�..�L� I PLAN [6mm 180'• ID OF GROOVE [819mm] g0" D1-1/2" (�ml 112" 2-7I18" [782mm [38mm] [102mm] [13mm] (2 7/ [73mm] 4" WIDE x 3/8"THICK STAINLESS STEEL BOLT HOLE SECTION ,-3/4" �1-6(2 STRAPPRIMED &PAINTED) FORMED TO mDIA. 32-5116" DIA PERMIT(SNUG TIGHTENING OF PIPE TO [R44mm]X112" (1'40mm [g21mm] 1-112" PIER (2 REQD. PER PIER) MACHINE CT LG STEEL ROD GROOVE 33-1v16" DIA [38mm] DUCTILE IRON PIPE 30" DIA 1 2•' PICKBAR DETAIL [821mm] ASKET GROOVE FOR WRAP WITH ONE �p DETAIL 1l4" 16mm DIA. LAYER OF TAR PAPER �����A� ����1������EEL [782mm] m r�3�m] FRAME SECTION PNEOPRE�E GASKET TO PREVENT BONDING . 16 ® 2-7/8" � MACHINED SURFACE 2" 51mm-] LETTERING [73mm] L NG gTyL COVER SECTION 22 ff m� ETTER N =w Bookman Old Style• REC ED F SH D a c9 H " 51m L I G _ �O q •., q ESS LU E 0: O1Z (4)6/8- -11 NC X 2" LG (4 ASS CAP SCREWS w HEX SS CAP SCREWS E HEX �4. zd VERTICAL STEEL AS PER TABLE I &NARROW ZINC PLT. &NARROW ZINC PLT. & o 0 U &RUBBER WASHERS 0 �` RUBBER WASHERS ••--)��- IM4 BAR HOOPS, 12- O.C. ° [51mm] ° [51mm C ® ® [102mm) [102mm] ] cm alrrui eVf �.".,.. _ 9 � UPOUR g O�NgC. AGAINST w E M=u~il j INTO HOLE EO EARTH R o it if o m (� (2) PLACES RECESSE� FLUSHING 2" [51mmj LETTERING YPBookmanNOld style' PLAN VIEW BOTTOM VIEW TYPICAL CONCRETE DRILLED NOTE: PIER FOR AERIAL SEWER CITY SPECIFIC SANITARY SEWER LIDS TO BE USED FOR PUBLIC WATER TIGHT MANHOLE RING AND COVER SEWER SYSTEMS ONLY. NOT TO DUCTILE IRON V-2432-3 BE USED ON PRIVATE SEWER S4-00 SYSTEMS. � A -02 co CITY OF BRYAN The Good Life, Texas Style: DRAWN BY: C.L.M. DATE: 08-01-12 SCALE: N T S APPROVED: W. P. K. F I G U R E S1 SHEET 1 OF 2 2' NOTE: 1. WHERE DOUBLE WYE SERVICE ELEVATION IS LESS THAN 2'-7" BELOW PROPOSED BACK OFCURB, MIN. SLAB ELEV. MUST BE SET TO ALLOW SANITARY SEWER SERVICE. 2. ALL MATERIAL SHALL BE ASTM D3034 SOR26 Wl GASKETS 3. ALL SERVICE CONNECTIONS & EXTENSIONS ARE TO BE INSTALLED WITH THE MAIN LINE CONSTRUCTION. 4. A CLEAN OUT IS REQUIRED AND WILL BE INSTALLED BY THE CONTRACTOR AT THE ROW FOR EACH SERVICE. CLEANOUT SHALL INCLUDE A BRASS PLUG. S. CLEANOUTS SHALL BE EXTENDED 4 FEET ABOVE NATURAL GROUND. CLEANOUT CAP FITTING SHALL BE PLACED ON TOP. 6. LOT CORNERS SHALL BE MARKED WITH A LATH UNDER THE SUPERVISION OF A RPLS UPON COMPLETION OF CONSTRUCTION 7. WHEN SERVICE CONNECTION IS DEEP CONTRACTOR MUST PLACE A VERTICAL STACK THAT SHALL BE BROUGHT WITHIN 3-1/2 FEET BELOW NATURAL GROUND. ALLOWABLE TAPPING AREA BOTTOM LIP OF CONNECTING PIPE SHALL NOT DIP BELOW CENTERLINE OF MAIN. NOTE: 1. WHERE DOUBLtWYE SERVICE ELEVATION IS LESS THAN 2'-7" BELOW PROPOSED BACK OFCURB, MIN. SLAB ELEV. MUST BE SET TO ALLOW SANITARY SEWER SERVICE. 2. ALL MATERIAL SHALL BE ASTM D3034 SDR26 W/ GASKETS 3. ALL SERVICE CONNECTIONS & EXTENSIONS ARE TO BE INSTALLED WITH THE MAIN LINE CONSTRUCTION. 4. A CLEAN OUT IS REQUIRED AND WILL BE INSTALLED BY THE CONTRACTOR AT THE ROW FOR EACH SERVICE. CLEANOUT SHALL INCLUDE A BRASS PLUG. 5. CLEANOUTS SHALL BE EXTENDED 4 FEET ABOVE NATURAL GROUND. CLEANOUT CAP FITTING SHALL BE PLACED ON TOP. 6. CONTRACTOR MUST CONNECTION VERTICAL STACK THAT SHALL BE BROUGHT WITHIN 3-1/2 FEET BELOW NATURAL GROUND. ALLOWABLE TAPPING AREA BOTTOM LIP OF CONNECTING PIPE SHALL NOT DIP BELOW CENTERLINE OF MAIN. SIDEWALI 3.5' MAX. I (SEE NOTE 1.) I 2.0' 2' PVC (SEE NOTE 3) STD. 45° PVC BEND STD. PVC COUPLING (SEE NOTE 3) 2.0' PVC CAP WITH a (SEE NOTE 3) I W Z ,/// 1 4 J SEE NOTE 4 CURB & WATER LINE (MIN. 4' BURY) 2' DESIRABLE ASTM D3034 SDR26 PIPE --N WIGASKETS 1.0% MIN. j _PIPE IS NOT O BE PLACED HORIZONTALLY) PROFILE. a w O (E L) � v w TYPICAPICAL W PVC (SEE NOTE 3) -TEE WYE SERVICE FITTING (SEWER WYE AND 118° BEND) SEWER LINE d s PVC CITY OF BRAYN SEWER SERVICE LINE CROSSING R-O-W OR EDGE OFEASEMENT VARIES (SEEMNO fE 1.) a w O Z w W m (MIN. 1 % SLOPE) TEE WYE SERVICE FITTING (SEWER TEE) STANDARD CONNECTION PROFILE CITY OF BRAYN SANITARY SEWER SERVICE CONNECTION 4" PVC SEE NOTE 6 (TYPICAL) PLAN 2.0' Lu W a 1 0 a TO BE LOWERED TO FINAL GRADE AT TIME OF PLUMBER'S TIE-IN R-O-W OR EDGE OF EASEMENT 10 'v w� VARIES yZ AND NOTE 6) PVC (SEE NOTE 3) (MIN. i°h SLOPE) STD. 45° BEN STACK VARIES IN HEIGHT v FW- O STD. 45° BEND Z W w TEE WYE SERVICE FITTING (SEWER WYE AND 1/a BE DEEP CONNECTION PROFILE S6-00 S6A1 GENERAL NOTES: ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEQUATELY BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL GROWTH IS ESTABLISDHED. IN DEVELOPED AREAS WHERE GRASS IS PRESENT BLOCK SOD WILL BE REQUIRED. BARED AREAS SHALL BE SEEDED OR SODDEb 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. METER BOX OR STANDARD CLEAN -OUT BOOT 6" CLEAN OUT STACK DIP OR PVC f STRUCTURAL BACKFILL AREA NEAREST JOINT EA. 2' 6'8" TYP. . MA) � TYP-�I Fr I" MIN. CLR. Lo CARRIER PIPEJJ CASING SPACER STEEL CASING z p 1-PC. PULL -ON WATE TIGHT NEOPRENE END ADJUSTABLE TOP RUNNERS TO MAINTAIN 1" MAX CLR. Lo > SEAL W/STAINLESS w STEEL CLAMOR PSS" MAX Of STEEL CASING NOTE: BAND CLAMP (CASING SPACERS -RUNNER MON. 42 ACASING) .CASINO) ATSPRINGLINE STEEL (TYPE 304)AINLESS MINK(244 IA STAINLESS STL. TYPE304; 8" WIDE BAND WI PROVIDE POLYMER RUNNERS; CENTERED RUNNERS AT NEOPRENE INSULATION SLEEVE OR NON -CENTERED- CLEAR BELL, APSNINC MOD SS�18" BOTTOM 46* MIN BETWEEN PIPE AND BAND INSULATED- "A OR"CASCAbE" POLYMER RUNNER (TYP) CASING DETAIL S.5-03 S I ^""' MACHINE BORING XIN. (TUNNELING) OPEN CUT OPEN CUT B/C OPEN CUT-1 -- - - - - LIMIT MIN. I SIDEWALK MAY BE OPEN CUT OR BORED +T AS DIRECTED BY Jl / THE ENGINEER AA KCkAUIKGU CARRIER PIPE � NOTE: 1. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING SEE CITY STANDARD SPECIFICATION FOR WATER AND SEWER LINE CONSTRUCTION. 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. S5-0O 3 APPROVED BPREFERRED THE CITYENGIINEER LNG ALLOWED ONLY WHEN TYPICAL URBAN CITY STREET CROSSING NOTES: I. FURNISH AS SHOWN ON PLANS S5-04 AND/OR AT EACH MANHOLE WHERE SEWER LINE CROSSES OPEN FIELDS BLACK MACHINE BORING (TUNNELING) TEXT-�� AR N I N 2. SIGNS TO BE CONSTRUCTED FROM SHOULDER SHOULDER VARIES VARIES 20 GA. STEEL BAKED ON ENAMEL 10" FINISH. FURNISH ONE SIGN AND 7 N UNDERGROUND SEWER ONE POST FOR EACH OPEN FIELD CONTACT THECITY AND AT OTHER LOCATIONS AS SHOWN ON THE PLANS. FURNISH 5'-0.. WIDTH OF PAVEMENT MIN. MIN. BEFORE EXCAVATING SAME NUMBER OF REPLACEMENT AS FOR EACH INSTALLED "' '` �'" (SIGNS YELLOW 4" ON MANHOMITTING SIGMANHOLE NUMBER (GROUND ) Co1 (NOT A SEPARATE PAY ITEM) MANO. E 3'-0" BELOW DITCH FLOW LINE. 7" NO. r-T1 Al 2" BLACK PRESSURE 'v SENSITIVE NUMBERS CARRIER PIPE NOTE STEEL CASING-1 r T, FOR ROCK, CONCRETE -� NOT LESS THAN 3" STANDARD CLEAN OUT FOR MAIN LINE 45°BEND S5-01 I TO BE ADDED AFTER 10„-� I BASIC SIGN HAS BEEN WHIT PAINTED BACKGROUND SEWER WARNING AND MANHOLE 1. FOR MORE INFORMATION IF WATER AND SEWER LINE CROSSING SEWER LINE STANDARD SPECIFICATION FOR WATER AND 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. 3. DRY BORING IS REQUIRED. RURAL STREET CROSSING r T l 1 1^I conTYPICAL Q IDENTIFICATION SIGN S5-02 S5-05 NOTE: I. WHERE DOUBLE WYE SERVICE ELEVATION IS LESS THAN 2'-7" BELOW PROPOSED BACK OFCURB, MIN. SLAB ELEV. MUST BE SET TO ALLOW SANITARY SEWER SERVICE. 2. MARK EACH SERVICE END WITH METAL "T" POST PAINTED GREEN. 3. ALL MATERIAL SHALL BE ASTM D3034 SDR26 W/ GASKETS 4. ALL SERVICE CONNECTIONS & EXTENSIONS ARE TO BE INSTALLED WITH THE MAIN LINE CONSTRUCTION. S. A CLEAN OUT IS REQUIRED AND WILL BE INSTALLED BY THE PLUMBER AT THE ROW FOR EACH SERVICE. 6. LOT CORNERS SHALL BE MARKED WITH A LATH UNDER THE SUPERVISION OF A RPLS UPON COMPLETION OF CONSTRUCTION 7. WHEN SERVICE CONNECTION IS DEEP CONTRACTOR MUST PLACE A VERTICAL STACK THAT SHALL BE BROUGHT WITHIN 3-1/2 FEET BELOW NATURAL GROUND. NOTE: 1. WHERE DOUBLE WYE SERVICE ELEVATION IS LESS THAN 2'-7" BELOW PROPOSED BACK OFCURS, MIN. SLAB ELEV. MUST BE SET TO ALLOW SANITARY SEWER SERVICE. 2. MARK EACH SERVICE END WITH METAL "T" POST PAINTED GREEN. 3. ALL MATERIAL SHALL BE ASTM D3034 SDR26 W/ GASKETS 4. EXTENSIONS ARE TO BE INSTALLED WITH THE MAIN LINE CONSTRUCTION. 5. A CLEAN OUT IS REQUIRED AND WILL BE INSTALLED BY THE PLUMBER AT THE ROW FOR EACH SERVICE. S. WHEN SERVICE CONNECTION IS DEEP CONTRACTOR MUST PLACE A VERTICAL STACK THAT SHALL BE BROUGHT WITHIN 3-1/2 FEET BELOW NATURAL GROUND. 6 I O SIDEWALK 3.5' MAX. I (SEE NOTE 1.) I 2.0' 2' PVC (SEE NOTE 4) STD. 45° PVC BEND STD. PVC COUPLING CONC.CURB & GUTTER &uRR ) 2' DESIRABLE SDR26 PIPE PROFILE PVC (SEE NOTE SEWER LINE SEE NOTE 1 ' PVC WYE WIT w PVC CAP .ND NOTE 7) (SEE NOTE 3) I 0 W Z I � I 3: $ 'a IQ s 2.0' SEE NOTE 6 (TYPICAL) FITTING 1I8°BEND) PLAN CITY OF COLLEGE STATION SEWER SERVICE LINE CROSSING 4" PVC EXTENSION O EASEMENTE WIPVC CAP (SEE NOTE 3) I 2.0' PVC WYE WITH w I. VARIES (SEE NOTE3) CL OW 777777 7'7V-� , a ? 3.5' MAX. (SEE NOTE 1.) Z I � I w SEE NOTE 6 2.0' O Z PLAN PVC (SEE NOTE 3) w y (MIN.1% SLOPE) TEE WYE SERVICE FITTING (SEWER TEE) STANDARD CONNECTION PROFILE CITY OF COLLEGE STATION SANITARY SEWER SERVICE CONNECTION R-O-W OR EDGE OF _l 3.5' MAX. ANO NOTE 6) PVC (SEE NOTE 3)- (MIN.1% SLOPE) STD. 45° BEND IN HEIGHT STD. STD. 45° BEND OeTj�EEWYE SERVICE FITTINGOSEWER WYE AN 118 BEND) DEEP CONNECTION PROFILE S7-00 a w O Z w w 0 z x CITY OF BRYAN The Good Life, Texas Style. - DRAWN BY: C.L.M. DATE: 08-01-12 SCALE: N T S APPROVED: W. P. K. F= I G U RE: S2 SHEET 2 OF 2