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Home My WebLink AboutC-2STANDARD SYMBOLS .. EXISTING MANHOLE � � EXISiING SANITARY SEWER (SAN. S.) WITH SIZE SHOWN :•'. PROPOSED MANHOLE - � � PROPOSED SANITARY SEWER .. E%ISTING CATCH BASW �Z � E%ISTING STORM SEWER (ST. S.) WITH SIZE SHOWN 1 � PROPOSED CATCH BASIN -� r PROPOSED STORM SEWER � � ExisriNc w�Er 8 w ExistiNc wntER (w) aR cns (c) MAin witH sizE sHowN � PROPOSED MLET W PROPOSED WATER MAIN . EXISTING VALVE VAl1LT E EXISTING UNDERGROUND ELECTRICAL CABLE OR CONDUIT � PROPOSED VALVE AND VAULT T EXISTING UNDERGROUND TELEPHONE CA6LE OR CONDUIT 1 E%ISTING METER PIT ■ PROPOSED METER PIT i ExisriNc vn�vE eox (c - cns, w- wArER) � PROPOSED VALVE & C.I. BOX C EXISTING CURB STOP BOX � PROPOSED CURB STOP & C.I. 60X ..-. E%ISTING RRE HYDRANT • PROPOSED RRE HYDRANT WITH AUX. VALVE & C.I. BO% 0 EXISTING STREET OR TRAFRC SIGN 'C� EXISTING iRAFFlC 51GNAL ] EXISTING MAIL BOX .- EXISTING LIGHT POLE • PROPOSED LIGHT POLE . EXISTING FLOOD LIGHT -- �.- E%ISTING TRAFFlC SIGNAL CONTROL BO% .i EXISTING HANDHOLE [ EXISTING ELECTRIC VAULT � EXISTING POWER POLE ._ EXISiING TELEPHONE MH _ TELEPHONE PEDESTAL E%ISTING R.O.W. LWE - - - - PROPOSED R.O.W. LWE x EXIStING FENCE ---�� EXISTING CURB AND GUTTER AND EXISL C& G TO BE REMOVED PROPOSED CURB AND GUTTER --- EX6TING CURB AND EX6L CURB i0 BE REMOVED PROPOSED CURB L J E%ISTING WALK, DRIVE, PAV'L OR TRAVELED WAY �j�� EXISiING CONC. WALK, DRNE OR PAV'i. i0 BE REMOVED PROPOSED PAVEMENT REPLACEMENT 0 PROPOSED P.C.C. SIDEWALK OR DRIVEWAY �', 8" DECIDUOUS TREE WITH DIA. SHOWN '��' 8" EVERGREEN TREE WITH DIA. SHOWN BUSHES SHRUB .e4 TREE STUMP x SCRIBED % �-� PK, CONTROL PT = HUB AND TACK � FOUND IP „ E%ISTING MONITORING WELL SUMMARV OF LpTERAL INSTALLATION REQUIREMENTS 1. Only one building may connect to the sewer main per lateral unless otherv✓ise approved by TriCo. 2. Foundationdrains,sumpdrains,downspoutsandothersrormwaterdrainsshallneverbeconnectedmthe sanitary sewer. Site dewa[ering systems shall never be discharged to the saniiary sewer. 3. The ecisting sewer line from ffie building to [he septic tank may only be reused if it is located under a building addition, patio, porch or paved driveway, and [he line passes an air test ffia[ is observed by TriCo. Contact TriCo for more information about air [es[ing requirements. The property owner is responsible tar testing rosts. 4. TriCoshallinspeRallnewlateralsorlateralr¢pairsinffieirentirety.Finalmnnectionmffiesanitarysewermustbe observed by Trim. The property owner or rontractor must notify TriCo prior ro backfilling. Inspettions must be soheduled at least 24 hours in advance. It an inspection fails and subsequent inspections are requiretl, or rf the mntractor is not on site tor the scheduled inspection, a 5300 fee will be assessed antl must be paid prior to scheduling the reinspectian. 5. Septic system contents or effluent shall never be discharged to the sanitary sewer. Be advised that your county health department regulates septic systems. Upon connection ro sanitary sewer, a sep[ic tank must rypically be abandoned, pumped dean, and filled romple�ely wiffi earthen materiaL Contact your rounty health department for more information an sep[ic rystem and abandonment requirements, and m notify ffie department of any abandonment. 6. Thefollowingmaterialsareacceptableforuseingravitysewerlateralinstallationorrepair: PVC pipe: SDR 35 or SDR 26, ASTM D3034, 6" diameter PVC pipe, pressure rated: SDR 21, ASTM D2241, 6" diameter PVC restrained joint pipe for directional dnlling: Certaflo Greenline SDR 21, ASTM D2241, 6" diameter All gasketed loints shall meet ASTM D3217 All fittings shall be SDR26 or better Ductile imn mechanical jaint fittings wiffi proper hardware S�R 26 gasketed repair sleeves ar Indiana Seal shear guard Femco and similar flexible muplings are only acceptable in certain circumstances and shall not be used without prior approval from TriCo Cleanouts:fi"threaded PVC caps Bedding: Use #8 croshed stone or trac[ured tace aggregate The following materials are acceptable for use in low-pressure sewer lateral installation or repaic HDPE pipe fordirectional drilling: DR 11 IPS, 1.25" diameter, PE4710 Cannections shall be made via electrofusion or using polypropylene or stainless steel wmpression tittings Electrofusion high volume tapping tee, rated 200 psi, PE4]SO 125" IPS full port 1/4 [um fusible PE ball valve, rated 200 psi Threaded swing oheck valve, 316 stainless s[eel, rated 200 psi Cantact TriCo for acreptable pump station materials, equipment, pumps and other requirements 7. Forgraviryandlow-pressuresystems,thelineleavingthebuildingshallnotexceed3'inlengthheforeadeanout must be atlded antl the line is transitioned to 6" tliameter SDR 35 PVC pipe. Glued joints are not allowed aker 3'. No additional glued fittings are allowed between the building and the transition/deanouL Por all graviry lines, deanouts shall not be spaced more than 300' apart between the building and the sewer main. See TriCo's standard drawings for more information on deanout installation, 8. Bedding material shall be placed from at least 6 inches below ro 12 inches above the pipe surtace. The trench shall be a minimum of 1&' wide wi[h at least 6" of dearance on boffi sides of [he pipe. Material shall be placed over [he pipe and trarer wire aker inspection. Soft, unstable or unsuitable ma[erial found below and near ffie la[eral, induding any fill or foundation 6ackfill material, must be removed and replaced with #8 srone. The conttacror is solely responsible for establishing sta6le pipe bedding mnditions. 9. p10-AW6solidcoppertracerwiresha116elaidontopofandruntheentirelengthofihelateral.Allsplicingoftrarer wire shall use 3M splice kit model DBRN-6, King Innovation Dryconn Direct Bury Lug Aqua catalog IX90220, or TriCo approved equal. 30. Laterals shall be installed at least 20'trom water wells unless PVC pressure grade pipe is used. Any proposed installation requiring pressure pipe shall be reviewed by TriCo prior to installation. Where a transition is made between SDR 35 pipe and pressure grade S�R 21 pipe, a ductile iron gasketed mechanical couplings must be used. 11. Laterals less ffian 5' deep shall be at least 24" fmm [he pmperty line. Laterals more than 5' deep shall be at least 36" from the property line. VJhere the lateral mns in dose pmximiry to the property line the proper[y mmers must be accurately staked by a professional land surveyor prior to inspection. 12. Laterals running parallel to a building or struRure shall be at least 3fi" from the tace of a crawl space or slah on grade foundation and 60" from [he face ot a basement foundation wall. Spacing requirements also apply with respec[ to the ancillary structure's faundation depth. Ancillary structures (e.g. window wells) and other utilities shall not be placed over or near ffie lateral. TriCo may adjust requirements where future access to ffie lateral may be obstructed by other utilities. The con[ractor should call to discuss further if he/she believes this muld be an issue. 13. All infrastructure mnnected to TriCo's sewer system may 6e tested, inspected, or televised at TriCa's discretion, and must remain accessible and properly maintained. 14. Call 811 or 1-800382-5544 before you dig. For more information go ro www.indiana811.org. If you have any questions or if You want ro request an exception to standards and specifications, please mntact TriCo during normal business hours at 317-844-9200 prior ro mmpleting the work and scheduling an inspection. Go to www.trico.eco to view standard drawings and specifications. Revised 3/19/2019 GENERAL NOTES 1. THE CONTRACTOR SHALL NOTIfY: WCLUDWG INDIANA 811 800-382-5544 72 HOURS PRIOR TO BEGINNING ANY CONSTRUCTION. UTILIN COMPANIES WILL ESTABLISH, ON THE GROUND, THE LOCATION OF UNDERGROUND PIPES, MAINS, CONDUITS OR CABLES ADJOINING OR CROSSING PROPOSED CONSTRUCTION. 2 CONTRACTOR SHALL NOTIFY THE MUNICIPALIN AND THE ENGINEER A MINIMUM OF 24 HOURS IN ADVANCE OF PERFORMING ANY WORK. RENOTIFICATION SHALL BE REQUIRED IF ANY PHASE OF WORK IS SUSPENDED FOR MORE THAN TWO (2) DAYS. 3. THE FOLLOWING CODES AND STANDARDS, AS APPLICABLE, SHALL GOVERN CONSTRUCTION UNDER THIS CONTRACT: A. STATE OF INDIANA, DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION", AND THE SUPPLEMENTAL SPECIFICATIONS AND RECURRING SPECIAL PROVISIONS'", LATEST EDITION AND ALL SUBSEQUENT REVISIONS THERETO, HEREINAFTER REFERRED TO AS THE HIGHWAY STANDARDS. B. "STANDARD SPECIFICATIONS FOR WATER AND SEWER MAIN CONSTRUCTION IN INDIANA��, LATEST EDITION AND ALL SUBSEQUENT REVISIONS THERETO, HEREINAFTER REFERRED TO AS THE STANDARD SPECIFICATIONS. C. "STANDARD SPECIFICATIONS FOR TRAFFIC CONTROL ITEMS", LATEST EDITION AND ALL SUBSEQUENT REVISIONS THERETO. D. THESE ��GENERAL NOTES��. 4. THE CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL IN CONFORMANCE WITH THE "MANUAL ON UMFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS", STATE OF INDIANA, AND SECTION 107.14 OF THE HIGHWAY STANDARDS. BARRICADES AND OTHER REQUIRED TRAFFIC CONTROL SHALL BE CONSIDERED WCIDENTAL TO CONSTRUCTION, UNLESS OTHERWISE SPECIFIED. 5. UTILITIES SHOWN M THE PLANS ARE FOR THE CONTRACTOR�S CONVENIENCE AND ARE APPROXIMATE ONLY. THE UTILITIES ARE LOCATED FROM THE BEST AVAILABLE WFORMATION. THE CONTRACTOR SHALL VEPoFY IN THE FIELD ALL TYPES, SIZES AND LOCATIONS OF EXISTING UTILITIES. CAUTION: THERE MAY BE OVERHEAD AND BURIED POWER LMES WHICH COULD POSSIBLY INTERFERE OR BE A SAFEN HAZARD WITH EQUIPMENT OPERATIONS. 6. PRIOR TO COMMENCING WORK, THE CONTRACTOR SHALL HAVE IN HIS POSSESSION ALL REQUIRED PERMITS FOR THE CONSTRUCTION OF THIS PROJECT AS NECESSARY (E.G., INDIANA DEPARTMENT OF TRANSPORTATION, INDIANA ENVIRONMENTAL PROTECTION AGENCY, HAMILTON COUNN HIGHWAY DEPARTMENT, RAILROADS, PUBLIC UTILIiY COMPANIES, ETC.). THESE PERMITS WILL BE OBTAWED AS SPECIFIED IN THE '"SPECIAL PROVISIONS". 7. ALL CURB AND GUTTER REMOVAL AND REPLACEMENT SHALL BE COMPLETED PRIOR TO PLACING ANY BITUMINOUS MATERIAL ON THAT STREET SEGMENT. 8. DURING CURB AND GUTTER REMOVAL OPERATIONS, THE CONTRACTOR WILL BE REQUIRED TO CONSTRUCT A GRAVEL RAMP TO MAINTAIN ACCESS TO DRIVEWAYS. PLACEMENT AND REMOVAL OF THE TEMPORARY RAMPS WILL BE CONSIDERED INCIDENTAL TO THE COST OF THE MATERIAL, AND NO ADDITIONAL COMPENSATION WILL BE ALLOWED. 9. ALL PAVING OF BUTT JOWTS SHALL BE DONE AT THE SAME TIME AS THE ADJOINING STREET AND SHALL BE DONE WITH A BITUMINOUS PAVING MACHWE. 10. THE CONTRACTOR SHALL PLACE WARNING SIGNS 48 HOURS PRIOR TO PLACEMENT OF PRIME COAT AND COMMENCEMENT OF PAVWG OPERATIONS. 11. IF A PERIOD OF TEN CALENDAR DAYS ELAPSES A�ER THE PLACEMENT OF ANY BITUMINOUS COURSE, THE CONTRACTOR MAY BE REQUIRED TO PLACE ANOTHER PRIME COAT AT NO ADDITIONAL COST. 12 THE THICKNESS OF THE BITUMINOUS COURSES SHOWN ON THE PLANS IS THE NOMINAL THICKNESS. DEVIATIONS FROM THE NOMINAL THICKNESS WILL OCCUR DUE TO IRREGULARITIES IN THE EXISTING SURFACE ON WHICH THE BITUMINOUS COURSE IS PLACED. 13. WHERE BITUMINOUS OVERLAYS ARE PLACED ON WTERSECTING STREETS, THE CONTRACTOR SHALL COORDINATE CONSTRUCTION TO ALLOW A HOT JOINT BETWEEN THE TWO SURFACES; OR HE SHALL SAW CUT TO A MINIMUM DEPTH OF 1-1/Y' TO PROVIDE A UNIFORM VERTICAL FACE AGAINST WHICH TO BUTT THE SUBSEQUENT SURFACE COURSE. 14. WHEN LOOSE MATERIAL IS DEPOSITED IN DITCHES OR GUTTERS, IT SHALL BE REMOVED BEFORE THE END OF EACH WORKING DAY. THIS WORK WILL NOT BE PAID FOR SEPARATELY BUT WILL BE CONSIDERED WCIDENTAL TO THE CONTRACT. 15. IT IS THE CONTRACTOR'S RESPONSIBILITY TO RESTORE ALL FEATURES DISTURBED DURING CONSTRUCTION TO THEIR ORIGINAL STATE, OR BETTER. ALL RESTORATION WORK REQUIRED BEYOND THE SCOPE OF THE PLANS AND SPECIFICATIONS SHALL BE DONE AT THE CONTRACTOR'S EXPENSE UNLESS WORK WAS DONE AT THE DIRECTION OF THE OWNER OR ENGWEER AND COMPENSATION WAS AGREED UPON PRIOR TO EXECUTION OF WORK. 16. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT ALL NECESSARY PAVEMENT OPENINGS AND CONSTRUCTION DEBRIS LEFT IN THE PUBLIC RIGHT-OF-WAY WITH LIGHTED DEVICES. THE CONTRACTOR SHALL MAINTAIN HIGH VISIBILIN OF ALL TEMPORARY HAZARDS TO PEDESTRIANS AND MOTORISTS. REMOVAL OF ANY SUCH TEMPORARY HAZARDS SHALL BE DONE AS SOON AS POSSIBLE. 17. ALL EXISTING DRAINAGE STRUCTURES WITHIN THE PROJECT LIMITS THAT WILL BE ADJUSTED OR RECONSTRUCTED, SHALL BE CLEANED TO THE SATISFACTION OF THE ENGINEER. ALL COSTS ASSOCIATED WITH THIS SHALL BE INCWDED W THE APPLICABLE UMT PRICES. 18. THE GRADING AND CONSTRUCTION OF PROPOSED IMPROVEMENTS SHALL NOT CAUSE PONDING OF STORM WATER. GRADING SHALL BE DONE TO ALLOW POSITNE DRAINAGE. "DITCH CHECKS" AND/OR SILT FENCES, UNLE55 OTHERW6E SPECIFIED, SHALL BE INSTALLED, IF NECESSARY, TO PREVENT EROSION. COST OF THIS WORK SHALL BE CONSIDERED INCIDENTAL TO CONSTRUCTION. 19. PLACEMENT OF TOPSOIL AND SEEDING OR SODDING SHALL BE COMPLETED WITHIN 10-15 DAYS AFTER THE COMPLETION OF CURB AND GUTTER, PAVING AND/OR DRIVEWAY REPLACEMENT OPERATIONS, UNLE55 OTHERWISE DIRECTED BY THE ENGWEER. 20. UTILITY SERVICES TO RESIDENTS OR BUSWESSES WHICH ARE INTERRUPTED BY CONSTRUCTION SHALL BE RESTORED AT THE EXPENSE OF THE CONTRACTOR SO THAT NO SERVICE IS WTERRUPTED FOR MORE THAN FOUR (4) HOURS. IF TEMPORARY SERVICE IS REQUIRED, THE EXPENSE FOR SAME SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 21. THE EDGES OF ALL IMPROVED SURFACES WHICH ARE DISTURBED DURWG CONSTRUCTION SHALL BE SAW CUT PRIOR TO RESTORATION. ANY SAW CUTTING OF PAVEMENT PATCHES, BUTT JOINTS, CONCRETE CURBS, SIDEWALKS, OR ANY OTHER AREAS NECESSARY TO COMPLETE THIS PROJECT WILL NOT BE PAID FOR SEPARATELY BUT SHALL BE CONSIDERED INCIDENTAL TO CONSTRUCTION, UNLESS OTHERWISE SPECIFIED. 22 MANHOLE RIM ELEVATIONS ARE PROVIDED TO ASSIST THE CONTRACTOR IN ORDERING MATERIALS. THESE ELEVATIONS ARE FOR WFORMATION ONLY, AND FINAL ADJUSTMENT OF STRUCTURES TO MEET SITE CONDITIONS WILL BE NECESSARY. NO PAYMENT WILL BE MADE FOR FINAL ADJUSTMENT OF STRUCTURES, AND THE COST THEREOF SHALL BE INCIDENTAL TO AND WCLUDED IN THE CONTRACT UNIT PRICE FOR SAID STRUCTURE. 23. THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING ALL STREETS USED BY THE CONTRACTOR, SUB-CONTRACTORS, AND SUPPLIERS CLEAN AND FREE OF ALL DIRT, MUD, AND OTHER CONSTRUCTION DEBRIS, AND WILL BE REQUIRED TO CLEAN THEM AS IS NECESSARY IN ORDER TO MAINTAIN THEM IN A SAFE, DRNEABLE CONDITION. THE CONTRACTOR SHALL BE ESPECIALLY RESPONSIVE TO REQUESTS FROM THE ENGWEER, ENGINEER'S REPRESENTATIVE, DIRECTOR OF PUBLIC WORKS, SUPERINTENDENT OF STREETS, POLICE AND FIRE DEPARTMENTS, OR ANY OFFICIAL OF THE OWNER TO PRACTICE GOOD HOUSEKEEPING THROUGHOUT THE DURATION OF THIS PROJECL THIS WORK WILL NOT BE PAID FOR SEPARATELY BUT SHALL BE CONSIDERED INCIDENTAL TO CONSTRUCTION, UNLESS OTHERW6E SPECIFIED. 24. CURB RAMPS ACCESSIBLE TO THE DISABLED SHALL BE PROVIDED AT ALL CROSS WALK LOCATIONS NOTE: 1) NO FLOODPLAIN EXISTS WITHIN SITE LIMITS 2) DATUM: NORTH AMERICAN VERTICAL DAiUM OF 1988 AND HORIZONiAL OF INDIANA STATE PLANE COORDINATES, NAV83. ''' ' BANK OF AMERICA & MERRILL LYNCH SERIAL NUM./MANH. ID: DESIGNATION: NRSP VERSION: 2.0 BULLETIN: 07-2018 Gensler 11EMadiwn Te1 312 456 0123 Suite 300 Fax 312 45fi.0124 Chicago, IL 60602 United States Jones Lang LaSalle T: 612.271.8218 Attn: Patrick Hassett IMEG Corp. MEP, Civil & Structural Engineers 4850 Grand Avenue Gumee, IL 60031 T: 312.931.3709 Attn: Arun Garg �"�. Date Description 0426-2019 Issue for C� 05�162019 Issuetor�esign Release 08-02-19 Issue ForPermit SeallSignature Project Name: Carmel Project Number: 21.0352.000 �escription: SWntlartl Symbols antl General Notes Standard Symbols & General Notes Scale: NIA RELEASED FOR CONSTRl1CTI0N Su6jec� �o compliance with all regula�ions of Sla�e antl Local Codes City of Carmel �I `��¢m�' lamn�Ml1 � onrE: 12/31/19 IMEG PROJECT NO.: 18002541.00 \\(iles\AcCrve\Pmjeds\2018\18002541.00\CAD-BIM Folders\Civi13D\DWG\�esign\18002541 BOA Carmel.dwg 9/5/2019 8:52 AM C 2 02018 Gensler