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Home My WebLink About05070017 Civil Construction Plans Rcv. 7/6/2005 DOCS3 N UD 0 0 o a V O w N u-) ° 0 0 0 N p 0 0 ° CJ T� iw L � Q 0 F W F U 0 J < d C- Q) L U 10 1 9 I TYPICAL SANITARY SEWER SPECIFICATIONS CITY OF CARMEL UTILITY TO BE USED FOR PRIVATE SEWER DEVELOPMENT PIPE INSTALLATION WITHIN EXISTING CONDITIONS &DEMOLITION PLAN CLAY TOWNSHIP REGIONAL WASTE DISTRICT REVISED MAY 2002 All work shall be in the best practices of the water utility industry and the 1. Standard specifications of the District and Indiana Department of Transportation shall apply American Water Works Association, and in accordance with all applicable for all work and materials. Pipe shall be installed in accordance with Section 715. 2. Sanitary sewer shall be PVC in accordance with ASTM D -3034 (S.D.R. 35) and ASTM Federal, State, and local codes and regulations. pipe 2321. PVC pipe shall have grooved bell and gasket. The pipe shall be made of PVC plastic Furthermore: having a cell classification of 124546. TRAFFIC CONTROL PLAN 3. PVC sewer fittings shall conform to the requirements of ASTM D- 3034 -89 specification. Fittings in sizes through 8° shall be molded in one piece with elastomeric joints and 1) Any damage done to the City of Carmel Utility's system by the minimum socket depths as specified in sections 6.2 and 7.3.2. Fittings 10 and larger shall Contractor /Developer of his affiliates shall immediately be repaired, to the be molded or fabricated in accordance with section 7.11 with manufacturers standard pipe satisfaction and direction of the City of Carmel Utility by the bells and gaskets. Wall thickness of fittings shall be SDR 26 as defined in section 7.4.1 of specifications. Gaskets for elastomeric joints shall.be molded with a minimum cross - sectional Contractor /Developer at his own expense. area of 0.20 square inches and conform to ASTM F -477 specification. Fittings 317 - 776 -8500 shall be manufactured by Harco or equal. 2) Should the Contractor /Developer propose to depart from the 4. All sanitary manholes shall be precast concrete manholes in accordance with ASTM C -478 specifications contained herein, he shall submit samples and /or specifications and Section 720. 0 -rings shall conform to C -443. Kent Seal or equivalent shall also be applied to all joints and between riser rings and castings. Manhole step spacing shall be no of such alternatives to the City of Carmel Utility before proceeding. more than 16- inches. Manholes shall be air tested for leakage in accordance with ASTM C1244 -93, Standard Test Method for Concrete Sewer Manholes by the Negative Air 3) No work shall be performed under conditions which in the opinion of the Pressure (Vacuum) Test. City of Carmel Utilities would adversely affect the quality of the finished job. A. Installation and operation of vacuum equipment and indicating devices must be in 1220 WATERWAY- BLVD. accordance with manufacturers recommendations and performance specifications 4) The Contractor /Developer shall conduct his work so as not to interfere which have been provided by the manufacturer and accepted by the Engineer. The vacuum equipment must be capable of testing the entire manhole, including the with the present operation of the existing City of Carmel Utility's casting and riser rings. water /sanitary sewer system. If any work interference is encountered B. With the vacuum tester set in place: between the City of Carmel Utility and the Contractor /Developer, the City of 1. Connect the vacuum pump to the outlet port with the valve open. Carmel Utility will receive priority in scheduling. 2. Draw a vacuum of ten (10) inches of Hg. and close the valve. CITY OF CARMEL FIRE DEPARTMENT C. Accepted standards for leakage will be established from the elapsed time for a 317- 776 -5535 negative pressure change from ten (10) inches to nine (9) inches of mercury. The CITY OF CARMEL WATER UTILITY maximum allowable leakage rate for a four (4) foot diameter manhole must be in Developer Installed Water Mains accordance with the following: CARMEL, INDIANA 46032 Minimum Elapsed Time for a 1) Contractors shall call City of Carmel Utility for an on -site Manhole Depth Pressure Change of 1 Inch Hg pre- construction meeting before work begins. Contractor must have 10 feet or less 60 seconds 75 >10 feet but <15 feet nd seconds approved plans on -site and all materials to be used must be, approved by a >15 feet but <25 feet 90 seconds City of Carmel Utility inspector. For manholes five (5) feet in diameter, add an additional fifteen (15) seconds and for INDIANAPOLIS, INDIANA 46220 manholes six (6) feet in diameter, add an additional thirty (30) seconds to the time 2) Contractor will allow inspection by City of Carmel Utility inspectors during requirements for four (4) foot diameter manholes. For all manholes deeper than the construction of the water main extension cnd will honor the City of twenty -five (25) feet, the Engineer will determine the applicable minimum elapsed Carmel Utility's request for field changes in main extensions related to time. D. If the manhole fails the test, necessary repairs must be made and the vacuum test and location, workmanship and materials as they relate to City of Carmel Utility repairs must be repeated until the manhole passes the test. standards and specifications. E. If manhole joint sealants are pulled out during the vacuum test, the manhole must be disassembled and the joint sealants replaced. F. Manholes will be subject to visual inspection with all visual leaks being repaired. 3) The Contractor will have water main extensions pressure tested per City by City Carmel Utility's 5. Butyl rubber coating shall be applied around each manhole joint from 6- inches above to 6- of Carmel Utility specifications and witnessed of inches below each joint. The appropriate primer shall be applied prior to applying the rubber inspector. coating. Inside joints to be filled with precoat plug material. 6. The manhole chimneys, including all riser rings shall be sealed using Infi - Shield Uniband 4) The Contractor will conduct the disinfection of water main extension, with or approved equal. Prior to placement, the top 4- inches of the manhole cone and casting direct supervision by a City of Carmel Utility- Operator. frame shall be cleaned and primed. The Uniband shall extend from 3- inches below the top of the cone section to 2- inches over the flange of the manhole casting frame. 7. The casting elevations are set by plan. However, the castings are to be adjusted in the field 5) Only after the water main' extension passes the City of Carmel Utility's by the Engineers representative should a discrepancy occur between plan grade and existing laboratory testing, and two (2) sets of AS -BUILT plans have been turned in grade. New manhole ring and cover shall be installed to establish grade. Maximum height to the City of Carmel Utility, will the water be turned on by the City of of adjusting rings shall be 12- inches. 8. Backfill around all structures and all cuts under paved areas with granular material. Carmel Utility. Trenches opening within 5 -feet of paved roadways shall be backfilled with granular material in accordance with Section 211. Backfill under sidewalks shall be granular, unless the walks are constructed a minimum of 6 months after backfill has been in place. CITY OF CARMEL UTILITY STANDARDS 9. The Contractor shall be responsible for verifying that all state highways, city, and county NOTES: permits have been obtained by the developer prior to start of construction. 10. The Contractor shall be required to furnish the developer ' s Engineer with a set of prints, 1) Absolutely no Kennedy Fire Hydrants or Valves are allowed. marked in red pencil, showing actual sewer location and invert, to include lateral location, depth and length. Such asbuilt prints must be received by the Engineer before the final contract payment can be authorized. The sanitary sewer laterals and stubs termination shall 2) Only Tyler Valve Boxes are allowed. be indicated on the surface with a metal fence post set immediately above the said termination point. 3) Ductile Iron Pipe in lengths of 20 feet is the only length allowed. 11. All sanitary sewer lines upon completion will be required to pass a low pressure air test. Said test shall be conducted according to ASTM 1417 -92, and shall be witnessed by an Engineer and a representative of the District. The testing shall be in accordance with Table 1. Add 0.5 psig for each foot of water above the sewer line being tested. 12. Deflection tests shall be performed on all flexible* pipe after the final backfill has been in place at least 30 days. No pipe shall exceed a vertical deflection of 5% deflection test results. ( *The following are considered non - flexible pipes: concrete pipe, ductile iron pipe, CITY OF CARMEL WATER- WASTEWATER UTILITIES and cast iron pipe). The deflection test shall be performed with a nine -point mandrel. WATER OPERATIONS MANAGER: PAUL PACE Proving rings shall be available. 13. All mandrel testing shall be observed by a professional engineer representative for 317- 571 -264 U` certification and a representative of the District. PPACECCLCARMEL1LUS 14. The ends of laterals are to be plugged tight with a braced plastic disc or cap capable of NOTE: CONTACT DIRECTLY FOR ALL WATER withstanding a low pressure air test without leakage. 15. Bedding for flexible pipe shall be No. 8 crushed stone from 6- inches below the pipe to 12- AND SANITAR( SEWER MAIN LOCATIONS. inches above the pipe. Bedding for rigid pipe shall be No. 8 crushed stone from 6- inches below the pipe to the spring line of the pipe and from this point to 12- inches above shall be fill sand or equivalent. Manholes shall be placed on no less than 6- inches of No. 8 crushed stone bedding. 16. Water and sewer line crossings and separations shall be in accordance with 327 IAC 3 -6 -9. 17. Trench shall be opened sufficiently ahead of pipe laying to reveal obstruction, and shall be properly protected and /or barricaded when left unattended. 18. No water shall be permitted to flow into the sanitary sewer system during construction. Contractor shall utilize a pump to keep the water level below the pipe. Pump discharge shall be directed to a storm outlet in accordance with state and federal laws and regulations (327 IAC 3- 6 -20). Any pipe entering existing sewers shall be plugged with screw type mechanical, braced plug until such time as all tests on the sewers have been completed and BENCHMARK. INFORMATION the lines have passed all punch lists. 19. All sewer laterals installed by the mainline Contractor shall be bedded the some as the main line sewer. 20. Forty -eight (48) hours notice shall be given to the District prior to the start of sewer LEE 4 RESET construction. Also, 48 hours notice shall be given prior to doing any testing on the sewer. The station is located about 2.65 miles NE of Eagle Village; 21. Manhole castings shall be stamped SANITARY SEWER (Neenah Casting R 1642A or equal) and be self - sealing type. The casting flange shall be 34 inches and the clear opening about 1500 feet south of the intersection of West 146th shall be 24 inches. Waterproof castings shall be Neenah R- 1916 -F1 and stamped Street, along Shelborne Road; set in the top Of n concrete SANITARY SEWER. 22. The minimum slope for sewer acceptance by the Clay Township Regional Waste District are: post, surrounded by an approximate 2 foot square concrete Sze of Pipe Minimum Constructed Slope slab, about T'lush �,%Ith the ground. A Department of Natural 8 -inch 0.40% Resources brass control station tablet, stamped "LEE 4 Reset ". 10 -inch 0.28% 12 -inch 0.22% ELEVA- ON - 910.90 feet (NGVD 1929) 15 -inch 0.15% 18 -inch 0.12% 23. The Contractor shall provide measurements of the slope of the sewer for each manhole section as construction progresses. Such measurements shall be certified by a Registered ' Land Surveyor or Engineer and be available on -site for observation by the District s Inspector. No more than three manhole sections can be constructed in advance of such measurements. 24. In the event the Contractor does not meet the minimum slopes, the sewer section and any other affected sewer sections shall be reconstructed to meet such minimum slopes. 25. Laterals are to be traced with a minimum size of 14 gauge wire from the wye to the terminus. The contractor for the building or home will extend the wire from this terminus to the building cleanout adjacent to the building. E 8 7 I 6 v `� ( 3 C A][, MILL N1316-ANA _ PROJECT LOCATION AREA MAP GENERAL NOTES_ lth LU IUA 1 TUN MAY 1) THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, OR VERIFYING THAT ALL PERMITS AND APPROVALS ARE OBTAINED FROM THE RESPECTIVE CITY, COUNTY, AND STATE AGENCIES PRIOR TO STARTING CONSTRUCTION. 2) IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES IN THE VICINITY OF THE CONSTRUCTION AREA PRIOR TO STARTING CONSTRUCTION 3) IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY AND COORDINATE ONSTRUCTION WITH ALL RESPECTIVE UTILITIES. 4) ALL QUANTITIES GIVEN ON THESE PRINTS, VERBALLY OR IN THE SCOPE OF WORK SECTION ARE ESTIMATES AND SHALL BE CONFIRMED BY THE BIDDING CONTRACTORS. 5) OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS FOR EXCAVATIONS; FINAL RULE 29 CFR PART 1926, SUBPART "P" APPLIES TO ALL EXCAVATIONS EXCEEDING FIVE (5) FEET IN DEPTH. 6) IN ADDITION, EXCAVATION EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE T�(-.� DESIGN OF A TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER. 7) IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER AND CONTRACTOR TO t "-01\ITAIN QUALITY CONTROL THROUGHOUT THIS PROJECT. 8) TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL STANDARDS. 9) THE ENGINEER AND /OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND METHODS ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS. 10) ANY FIELD TILES ENCOUNTERED DURING EXCAVATION SHALL BE REPAIRED AND CONNECTED TO NEW STORM SEWERS AND POSITIVE DRAINAGE PRESERVED. 11) IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER THAT ALL LANDSCAPE REQUIREMENTS ARE MET AND CONFORM TO APPLICABLE LOCAL STANDARDS. 12) THE SITE DOES NOT LIE IN A SPECIAL FLOOD HAZARD AREA AS ESTABLISHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY - NATIONAL FLOOD INSURANCE PROGRAM, WHEN PLOTTED BY SCALE ON FLOOD INSURANCE RATE MAP #18057CO205F, DATED FEBRUARY 19, 2003. 13) BEARINGS, D+MENSIONS AND EASEMENTS ARE SHOWN FOR REFERENCE ONLY. SEE RECORD SURVEYS & PLAT FOR EXACT INFORMATION. 14) THIS SITE DOES CONTAIN ANY WETLANDS AS SHOWN ON THE U.S. DEPARTMENT OF THE INTERIOR FISH AND WILDLIFE SERVICE; CARMEL, INDIANA, NATIONAL WETLANDS INVENTORY MAP DATED 1990. THE EXISTING STREAM ON THE SUBJECT REAL ESTATE IS CONSIDERED A WETLANDS AREA. LAND DESCRIPTION LAMB REAL ESTATE (Now or Formerly) - Instrument No. 2000 -15920 Parcel I, Title Commitment The Southeast Quarter of the Northeast Quarter of Section 19, Township 18 North, Range 3 East located in Clay Township, Hamilton County, Indiana, EXCEPT the following described portion, to -wit: A part of the Northeast Quarter of Section 19, Township 18 North, Range 3 East located in Clay Township, Hamilton County, Indiana, and more specifically described as follows: Beginning at a point on the South line of the Northeast Quarter of Section 19, Township 18 North, Range 3 East, said point being South 89 degrees 39 minutes 46 seconds West (assumed bearing) 328.00 feet from the Southeast corner of said Northeast Quarter; thence South 89 degrees 39 minutes 46 seconds West 330.00 feet on and along the South line of said Northeast Quarter; thence North 00 degrees 00 minutes 00 seconds 670.00 feet parallel with the East line of said Northeast Quarter; thence (North 89 degrees 39 minutes 46 seconds East 330.00 feet; thence South 00 degrees 00 minutes 00 seconds 670.00 feet to the point of beginning. EXCEPT: Part of the South half of the Northeast Quarter of Section 19, Township 18 North, Range 3 East in Clay Township, Hamilton County, Indiana, described as follows: Beginning on the East line of the Northeast Quarter of Section 19, Township 18 North, Range 3 East 670.00 feet North 00 degrees 00 minutes 03 seconds East. (assumed bearing) from the Southeast corner of said Northeast Quarter thence South 89 degrees 40 minutes 00 seconds West parallel with the South line of saiid Northeast Quarter 658.00 feet; thence North 00 degrees 00 minutes 03 seconds East parallel with said East line 644.06 feet to the North line of the South hallf of said Northeast Quarter; thence North 89 degrees 39 minutes 05 seconds East on said North line 658.00 feet to the East line of said Northeast Quarter; thence South 00 degrees 00 minutes 03 seconds West on said East line 644.23 feet to the place of beginning, containing 9.730 acres, more or less. ALSO EXCEPTING THEREFROM: Part of the South half of the Northeast Quarter of Section 19, Township 18 North, Range 3 East in Clay Township, Hamilton County, Indiana, described as follows: Beginning at the Southeast corner of the Northeast Quarter of Section 19, Township 18 North, Range 3 East; thence South 89 degrees 40 minutes 00 seconds West (assumed bearing) on the South line of said Northeast Quarter 328.00 feet; thence North 00 degrees 00 minutes 03 seconds East parallel with the East line of said Northeast Quarter 670.00 feet; thence North 89 degrees 40 minutes 00 seconds East parallel with said South line 328.00 feet to the East line of said Northeast Quarter; thence South 00 degrees 00 minutes 03 seconds West on said East line 670.00 feet to the place of beginning, containing 5.045 acres, more or less. THE ABOVE DESCRIBED REAL ESTATE IS SUBJECT TO AND /OR TOGETHER WITH THE FOLLOWING: Right -of -Way for 141st Street. Terms and provisions as contained in easement in favor of Socony- Vacuum Oil Company, Inc. per Misc. Book 34, Page 272, and last assigned to Marathon Pipeline Company per Misc. Book 97, Page 11, and Partial Release of Pipe Line Easement per Misc. Book 146, Page 663. Terms and provisions as contained in easement in favor of The Buckeye Pipe Line Company per Deed Book 175, Page 210, and Joinder of Pennsylvania Company per Easement Book 4, Page 739. Upper and lower riparian rights of Bear Creek. Including also 5.1 acres, recorded as Instrument #99 -34570 described as follows: Beginning at the Southeast Corner of the Northeast Quarter of Section 19, Township 18 North, Range 3 East; thence South 89 degrees 45 minutes 56 seconds West along the south line of said Northeast Quarter 328.00'; thence continuing on said south line 330.00'; thence North 00 degrees 05 minutes 18 soconds East 670.00'; thence North 89 degrees 39 minutes 46 seconds East 330.00'; thence South 00 degrees 05 minutes 18 seconds West 670.00' to the point of beginning. Subject to all other easements, restrictions, and rights -of -way of record. Total tract acreage contains 84.26 acres, more or less. 6 1 5 1 4 SHEET INDEX �r SHEET NO. OPERATING AUTHORITIES: 1 TITLE SHEET 2 EXISTING CONDITIONS &DEMOLITION PLAN 3 -5 SITE DEVELOPMENT PLAN CITY OF CARMEL HAMILTON COUNTY HEALTH DEAPARTMENT CWERGY /PSI INTERSECTION & CUL -DE -SAC DETAILS ONE CIVIC SQUARE HAMILTON COUNTY JUDICIAL CENTER, SUITE 30 1441 SOUTH GUILFORD TRAFFIC CONTROL PLAN CARMEL, IN 46032 NOBLESVILLE, INDIANA 46060 -2229 CARMEL, INDIANA 46032 OFFSITE SANITARY SEWER PLAN &PROFILE SHEETS PLANNING DIRECTOR: JOHN DOBOSIEWICZ JASON LEMASTER RON BOOHER EROSION CONTROL PLAN &DETAILS 317 - 571 -2417 317 - 776 -8500 317- 581 -3041 WATER MAIN PLAN, DETAILS &SPECIFICATIONS DEPT. OF ENGINEERING: DICK HILL a 317 -571 -2441 VEOLIA WATER INDIANAPOLIS VECTREN ENERGY' LOCATION SERVICE TWO (2) WORKING ASSIST. BUILDING COMMISSIONER: JIM BLANCHARD 1220 WATERWAY- BLVD. P.O. BOX 1700 317 - 571 -2444 INDIANAPOLIS, INDIANA 46202 NOBLESVILLE, INDIANA 46061 -1700 317 - 263 -6347 CHUCK SHUPPERD CITY OF CARMEL FIRE DEPARTMENT 317- 776 -5535 a TWO CIVIC SQUARE CARMEL CITY UTILITIES M CARMEL, INDIANA 46032 760 3RD AVENUE S.W. SBC E"� GARY HOYT CARMEL, INDIANA 46032 5858 NORTH COLLEGE AVENUE 317 - 571 -2600 JOHN DUFFY INDIANAPOLIS, INDIANA 46220 U W 317 - 571 -2443 317 - 265 -2727 W CLAY TOWNSHIP REGIONAL WASTE DISTRICT � O w � � 10701 NORTH COLLEGE AVENUE, SUITE A HAMILTON COUNTY SURVEYOR'S OFFICE INDIANAPOLIS, IN 46280 -1098 ONE HAMILTON SQUARE, SUITE 188 CANDY FELTNER HAMILTON COUNTY JUDICIAL CENTER 317 - 844 -9200 NOBLESVILLE, INDIANA 46060 GREG HOYES 317- 776 -8495 E 8 7 I 6 v `� ( 3 C A][, MILL N1316-ANA _ PROJECT LOCATION AREA MAP GENERAL NOTES_ lth LU IUA 1 TUN MAY 1) THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, OR VERIFYING THAT ALL PERMITS AND APPROVALS ARE OBTAINED FROM THE RESPECTIVE CITY, COUNTY, AND STATE AGENCIES PRIOR TO STARTING CONSTRUCTION. 2) IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES IN THE VICINITY OF THE CONSTRUCTION AREA PRIOR TO STARTING CONSTRUCTION 3) IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY AND COORDINATE ONSTRUCTION WITH ALL RESPECTIVE UTILITIES. 4) ALL QUANTITIES GIVEN ON THESE PRINTS, VERBALLY OR IN THE SCOPE OF WORK SECTION ARE ESTIMATES AND SHALL BE CONFIRMED BY THE BIDDING CONTRACTORS. 5) OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS FOR EXCAVATIONS; FINAL RULE 29 CFR PART 1926, SUBPART "P" APPLIES TO ALL EXCAVATIONS EXCEEDING FIVE (5) FEET IN DEPTH. 6) IN ADDITION, EXCAVATION EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE T�(-.� DESIGN OF A TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER. 7) IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER AND CONTRACTOR TO t "-01\ITAIN QUALITY CONTROL THROUGHOUT THIS PROJECT. 8) TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL STANDARDS. 9) THE ENGINEER AND /OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND METHODS ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS. 10) ANY FIELD TILES ENCOUNTERED DURING EXCAVATION SHALL BE REPAIRED AND CONNECTED TO NEW STORM SEWERS AND POSITIVE DRAINAGE PRESERVED. 11) IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER THAT ALL LANDSCAPE REQUIREMENTS ARE MET AND CONFORM TO APPLICABLE LOCAL STANDARDS. 12) THE SITE DOES NOT LIE IN A SPECIAL FLOOD HAZARD AREA AS ESTABLISHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY - NATIONAL FLOOD INSURANCE PROGRAM, WHEN PLOTTED BY SCALE ON FLOOD INSURANCE RATE MAP #18057CO205F, DATED FEBRUARY 19, 2003. 13) BEARINGS, D+MENSIONS AND EASEMENTS ARE SHOWN FOR REFERENCE ONLY. SEE RECORD SURVEYS & PLAT FOR EXACT INFORMATION. 14) THIS SITE DOES CONTAIN ANY WETLANDS AS SHOWN ON THE U.S. DEPARTMENT OF THE INTERIOR FISH AND WILDLIFE SERVICE; CARMEL, INDIANA, NATIONAL WETLANDS INVENTORY MAP DATED 1990. THE EXISTING STREAM ON THE SUBJECT REAL ESTATE IS CONSIDERED A WETLANDS AREA. LAND DESCRIPTION LAMB REAL ESTATE (Now or Formerly) - Instrument No. 2000 -15920 Parcel I, Title Commitment The Southeast Quarter of the Northeast Quarter of Section 19, Township 18 North, Range 3 East located in Clay Township, Hamilton County, Indiana, EXCEPT the following described portion, to -wit: A part of the Northeast Quarter of Section 19, Township 18 North, Range 3 East located in Clay Township, Hamilton County, Indiana, and more specifically described as follows: Beginning at a point on the South line of the Northeast Quarter of Section 19, Township 18 North, Range 3 East, said point being South 89 degrees 39 minutes 46 seconds West (assumed bearing) 328.00 feet from the Southeast corner of said Northeast Quarter; thence South 89 degrees 39 minutes 46 seconds West 330.00 feet on and along the South line of said Northeast Quarter; thence North 00 degrees 00 minutes 00 seconds 670.00 feet parallel with the East line of said Northeast Quarter; thence (North 89 degrees 39 minutes 46 seconds East 330.00 feet; thence South 00 degrees 00 minutes 00 seconds 670.00 feet to the point of beginning. EXCEPT: Part of the South half of the Northeast Quarter of Section 19, Township 18 North, Range 3 East in Clay Township, Hamilton County, Indiana, described as follows: Beginning on the East line of the Northeast Quarter of Section 19, Township 18 North, Range 3 East 670.00 feet North 00 degrees 00 minutes 03 seconds East. (assumed bearing) from the Southeast corner of said Northeast Quarter thence South 89 degrees 40 minutes 00 seconds West parallel with the South line of saiid Northeast Quarter 658.00 feet; thence North 00 degrees 00 minutes 03 seconds East parallel with said East line 644.06 feet to the North line of the South hallf of said Northeast Quarter; thence North 89 degrees 39 minutes 05 seconds East on said North line 658.00 feet to the East line of said Northeast Quarter; thence South 00 degrees 00 minutes 03 seconds West on said East line 644.23 feet to the place of beginning, containing 9.730 acres, more or less. ALSO EXCEPTING THEREFROM: Part of the South half of the Northeast Quarter of Section 19, Township 18 North, Range 3 East in Clay Township, Hamilton County, Indiana, described as follows: Beginning at the Southeast corner of the Northeast Quarter of Section 19, Township 18 North, Range 3 East; thence South 89 degrees 40 minutes 00 seconds West (assumed bearing) on the South line of said Northeast Quarter 328.00 feet; thence North 00 degrees 00 minutes 03 seconds East parallel with the East line of said Northeast Quarter 670.00 feet; thence North 89 degrees 40 minutes 00 seconds East parallel with said South line 328.00 feet to the East line of said Northeast Quarter; thence South 00 degrees 00 minutes 03 seconds West on said East line 670.00 feet to the place of beginning, containing 5.045 acres, more or less. THE ABOVE DESCRIBED REAL ESTATE IS SUBJECT TO AND /OR TOGETHER WITH THE FOLLOWING: Right -of -Way for 141st Street. Terms and provisions as contained in easement in favor of Socony- Vacuum Oil Company, Inc. per Misc. Book 34, Page 272, and last assigned to Marathon Pipeline Company per Misc. Book 97, Page 11, and Partial Release of Pipe Line Easement per Misc. Book 146, Page 663. Terms and provisions as contained in easement in favor of The Buckeye Pipe Line Company per Deed Book 175, Page 210, and Joinder of Pennsylvania Company per Easement Book 4, Page 739. Upper and lower riparian rights of Bear Creek. Including also 5.1 acres, recorded as Instrument #99 -34570 described as follows: Beginning at the Southeast Corner of the Northeast Quarter of Section 19, Township 18 North, Range 3 East; thence South 89 degrees 45 minutes 56 seconds West along the south line of said Northeast Quarter 328.00'; thence continuing on said south line 330.00'; thence North 00 degrees 05 minutes 18 soconds East 670.00'; thence North 89 degrees 39 minutes 46 seconds East 330.00'; thence South 00 degrees 05 minutes 18 seconds West 670.00' to the point of beginning. Subject to all other easements, restrictions, and rights -of -way of record. Total tract acreage contains 84.26 acres, more or less. 6 1 5 1 4 SHEET INDEX �r SHEET NO. DESCRIPTION 1 TITLE SHEET 2 EXISTING CONDITIONS &DEMOLITION PLAN 3 -5 SITE DEVELOPMENT PLAN 6 -13 STREET PLAN &PROFILE SHEETS 14 INTERSECTION & CUL -DE -SAC DETAILS 15 -16 ENTRANCE PLAN &ENTRANCE TRAFFIC PLAN 17 TRAFFIC CONTROL PLAN 18 -26 STORM SEWER PLAN &PROFILE SHEETS 27-28 OFFSITE SANITARY SEWER PLAN &PROFILE SHEETS 29 -38 SANITARY SEWER PLAN &PROFILE SHEETS 39 -41 EROSION CONTROL PLAN &DETAILS 42 CONSTRUCTION DETAILS 43 -45 WATER MAIN PLAN, DETAILS &SPECIFICATIONS U a WITHOUT NOTIFYING THE UNDERGROUND a REVISIONS SHEET DESCRIPTION DATE NO. PLANS PREPARED FOR WTFOT, L.L.C. I C1 HENLEY CIRCLE CARMEL, INDIANA 46032 TELEPHONE: 317-846-3656 CONTACT PERSON: RALPH AKARD DESIGN SPEED: 25 MPH CURRENT ZONING: S- IIRESIDENCE ESTAE *SUBMITTAL UNDER OPEN SPACE STANDARDS CARMEL /CLAY SUBDIVISION CONTROL ORDINANCE. I • ,-4 �0 00 IV E-4 � O U \6 . h E-4 00 00 4T x ��o U MM00 X w a U O rA A 040 rA H �A a .� w � a� 00 A MMz H O ^ V� O Z O� V'1 o U W H ra 0 - H p,N TE • �.�'.• G�S Fey N0. ® 8827 .. STATE OF 0;"", " S��N �j�!DIO ;A1. ALLAN H. WETHE P.E. 8827 V1 0` O 4 HOLEY MOLEY SAYS rx w O C w A Q o Ln o I � i as � Q o � U 00 O 1- 800 - 382 -5544 U CALL TOLL FREE SHEET NO. PER INDIANA STATE LAW IC 8 -1 -26. U a WITHOUT NOTIFYING THE UNDERGROUND a LOCATION SERVICE TWO (2) WORKING W H ra 0 - H p,N TE • �.�'.• G�S Fey N0. ® 8827 .. STATE OF 0;"", " S��N �j�!DIO ;A1. ALLAN H. WETHE P.E. 8827 V1 0` O Q) IN U 4 HOLEY MOLEY SAYS rx w "DIG o rTl SAFELY" "IT'S U THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG W O 1- 800 - 382 -5544 a CALL TOLL FREE SHEET NO. PER INDIANA STATE LAW IC 8 -1 -26. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND a LOCATION SERVICE TWO (2) WORKING w DAYS BEFORE COMMENCING WORK. M Q) IN U PROJECT NO. W04 -0826 4 o U 0 z a w M 00 H a M u E"� W ° U W W o � O w � � awl 0 a � a PROJECT NO. W04 -0826 • 10 I g 8 6 I 5 � 4 3 I ? 1 C- a) 0 0 u 3 > III 0 0 N 00 0 0 i IL I (n E 0 U C) w D I N «D Ln O d - o 0 7 N " o -� rh 9 Q7 o� -o� o _o � /� --C _,� Q) } .. o w m z 3�o \w (j� I--o 10 - 8,J- , 65 18000 . STM STR #776 CURB MANHOLE TC= 904.01 -�_- I INV= 895.88 D &UE. '47" W 180.00' _ 201% D &U.E. STM STR J748 SOLID MANHOLE TC= 904.00 INV = 893.93 hd ,, 1. 1. 18000 SF '47" W 180.00' (T . 63 1 [--� 17708 S.F..; W W Mr'll '46'47" E 165.00' .: -�.- STM STR 749 SOLID INLET TC= 905.50 W ►624.92 27945 S.F. �� V [�,� STM STR 744 `�, CURB MANHOLE TC= 903.99 INV= 899.40 903.6 RCP -- ® 1.507 -_ :. 6.2 -� 39' OF 12" RCP ® 1.54% 902.90 25 +00 -- 903.14 PC PC 2525+ 902.8 '. 33.51' l 0 -7z� .1 - g I 8 I ? I 0 � J �' i /0905�3�1NE4 908'.8 ME Asphalt Drive 909.0 ME 909.8 ME Asphalt Dn e m a� 905.6 ME 906.7 ME - -� AF Nw, CD �; 29015 -S.F. ,� P-A. - � . - . I . z . AE- A , I I I 6x - ; 11 AE - - - - - - - -- -- IPs ,, ,� ® ,� o 15' L.S.E. n 910.2 ME 11 1. . 904.0 9 M �- ® 'o O - - - i v S O' 1: . C 1. 905.0 TM S U Of o T �99 N�>>> 36 w 15' D. &U.E 7 a o �6 1A 903 17000 S.F: �? 9 905.0 908.5 910.0 5 909.0 ) - STM STR 775 IL- o - ., R2 \ CES I. I d: � `r 9 \ 1, l INV= 904.00 �, 04 O6 _ ? z a 62 8p5. 35 o z . 1r) N 89'45'56 ' E 51 ° ® o 41.73' - - -} 19 3�.3' o \ 16846 S < Q, o z, 0 9 4.01 PC 0 +40.73 9 0° pT It \ F 8" p\ ' } u, � � v o � 3D `r I I - -C') + +: > � _ o OSS4 _� °�38 SS 9p\ . - j - a• 1-;tk- 0�� Cr� QD I � I 0 4 -9 4 Rl= 3444 6F \ sq - 33 � �. -31 a �� N \ 17813 SF . I .. 1 mollo 0 22858 SF �°� 40.2 ��l 90,0 \ ° 0 18000 SF M 19095 SF 905:1 \ - o - o z 11 I ® o �Q \- app \ \\ 20, _ `l II �� -o° 4- ® 904. STM STR 778 I . >" \ 6, lJF �, , ' STM STR 774 1. 1. C) I x TWIN CURB INLET � *0'r ,3g `� 40 B.S.L I . 909.4 ME ° �� _ �g9% ?6' \ ; TC= 909.00 7C- 904.0 ] ?� SAN STR 952 ` S 89'54'42" E 139.82' o INV 898.95 9 \ 909.9 SAN STR 951 _. yNV- 903:33 .1 11 n o0 0j� TC =910:30 - TC= 909.70 o ; \ - 3�p° \ INV OUT = 899.55 INV OUT= 900.80 908.7 1. 909.8 °' O INV IN= 899.65 255' OF 8" S INV IN= 900.90 �2' SAN STR 953 45% 20' D & 908 OF 8" TC= 908.80 1. rn '700 \ 908S� '. i 9 68' S 4 - SP @ 0. U.E �q O\ SSP INV OUT= 901.23 p'1 o 0' - 4 .4 100.00 74.89' 2 0. 4 8 469 _ `L �n / F \. \ 67 o \ INV IN 901.33 50' R W I 1 43 - p .11 a 30' IB -8 CA . \ 90g AC 3f 4 9 0 -- 908 ��5 11 a- ' b \ 2j DOC 909.76 cN u+ 909.45 908.90 PC 6 +65.34 ° CC �., 23268 SF o0 20 ° +o0 89• 4 +o0 7+ '0 90 �� !`�, I .71 90g - N 6' E - - - Op S \ o _ SAN !STR 950 D : &U E. O• \ 63 ao -- - - - - 21 5 9 7 S r1) `° ' cW '� 1? 4 X120' OF 15" RCP 0.50% 2123.37' 908 -55 \ �9 11 TC= 905.20 20' O : _?T 4 +41.97 OD � PELHA MROAD o, , L- . b a INV OUT= 898.47 \�F `g0836 �, 1. . o ° °o h"� ¢0, I S; 3) , � \ SAN STR 954 --II ° Z + 4i 1 7 9 33. U'O TC= 908.30 1. S� 5 6 2 68.88' 110.00' 44.49' OUT= 901.80 0 oM 1 8700 SF oo �` 910.1 909.7 909.1 0,�\ @ \ CD INV . _ II °o 905.2 STM STR 750 STM STR 773 - \ sow, , d �Sg 4'42" E 157.35' . S 89'5 ±� 906:0 BEEHNE INLET y> BEEHIVE INLET \ �9 °° \ ° 11 �� 908.9 ME TC =906.00 . . 0 � % Q TC= 910.00 \ \ �� 907.6 I � I . I I -- . �� . :� INV= 895.42 ,h 1 (J - �O 1. I � 3 do \ 1 o I 20 ° 1 R . .1 9,, 20533 �F _ .. - I I I I . � 19 °� ° p \ 20103 SF ° M 18700 SF w 20 ,� L o �' [ '9� \ a3 I .w I I® W 21 18422 SF � o �' I `r \ a o ® N! 908.4 \ 77 \ ', ° v d 2 5 45 3 S F o STM STR 770 STM STR 771 ° I '- S 6 QOO, ,n x,_.00 _ 1 TWIN CURB INLET BEEHIVE INLET �n o cr I 4,• 909.5\ oT� TC= 907.38 rn °o \ 0� -�i 1. 1. °o rid F 28 \ .-°° °o ' °j� m o ^ INV = 903.16 INV 9904000 I 1. Q ' �`° \ 5' OF ?0• 910.0 o LO °O �4°n �, N \ 56, Rcp � ��(/ ° CURB INLET 69 0 ° 15� D. &J.E• 909.7 ME I� +- `r m ® F \ I S 89'54'42" E 180.00' 11 No <F 909.3 9 0\ TC= 907 :38 �- Q°, o -in -1,0 5091000 77¢ \ i' INV= 903.02 j �'_ 168 OF 18 R 0: 0% - \ ? 9 -- o o "15 PD. &U.E. 0' S' �I 49' OF 24" RCP 0.51 % ° co b D \ 909.7 909.6 909.1 909.0 " ° -o Ln \ > / a o "' I "' 906.6 T- - - - - I ^� � ®� - `380 2 60' S 85'43'56" E 909.1 20 D. &U.E. 908.0 _� Lo + a _o -CO o \ 77.5' 4S• 257' F 18" RCP ®1.98% � c.> �� ^ o v ,°� o o° 68.73, -7. 110.00' • 168.99' o �f ° � / ,� \ 910.0 33.46' 74.60' N 89'44'46" E 261.84' _ M �N 16 - 9 3 " 20' D. &U.E. + 21862 SF �. 168' OF 36 RCP Q 0.50% 910.0 m ' a, - o °� ° � 27024 .SF STM STR 751 > ' -- a o a . o 3 o a3 0 : - BEEHIVE INLET > o, - h I o, S O STM STR 752 STM STR 768 00 ' N b /o° c��, TC N pjR o TC= 909.30 BEEHIVE MANHOLE BEEHIVE INLET `" 1 �® . •�� + 41 9088 g36 �' INV= 896.85 ,' _ 909.7 /l h TC= 909.00 TC= 908.00 v / � d 0 , -o,0 1/141 /-ITT 8 �' 1S .1 `. INV= 897.69 INV =902.7 `0 �8 N s 5� a� / . 22 o / X� ^I V o / o 11 =13 +2588 C9 e \ \9 17000 SF ��, 26077 SF ° s ,1. �, 9 ,7 ?p OS99 p �0p ? >> 4 v c�? , � ° - o�1h ° °�' 82 j „ e 1 L 5 j 25 9485 F �/� N - 1 fl o, 9g 8S , 1. 1. 38 4. p8 01, O \ . 14,11, hh // \ �Q 66'e" Z- 1-5 1-5 �• �� ' SAN STR 944 \ F ": �9 \ > 4� ° / , 0 TC- 908.40 �9 8 8' 17729 SF ` ' o o'�' _ 909.9 ME 3 O c� -- 9� , , / I INV OUT 901.90 `Sp \ \" �. h a O �0' / ,A O 5 / 26 908.5 3 905.4 \46g oo \ P O - ry / �° �' X�a�� 1 e 22 772 SF - . I n � 4 ° STM STR 746 \.'' 90681 \ 909 13 �' O� x00 t 10 CURB 'INLET SAN STR 935 \ � o° / Q .99 TC= 905.70: \� 20� 21 182 SF o• / �l ti0 , 908.2 ME o INV= 900.00 INV OUT= 895.13 \ \ trF� XX IC, - 0,0� �0�, STM STR 772 ° INV IN= 895.23 90 \, `8f p0 0 91 Sq D�� 60 0 • S 1. 876 ,� T ST / 2 615 5 S F / / 4 0, R 16 °/ srQ. BEEHIVE INLET 6� C 91 /'' \0 1� g / ti TC= 908.00 • I ` 0 / ° �\ n0 Q �� /110 120 9�� h. �� `\�� , NV= 904.93 / 1. a h N11N9� / 6 so. X00 / F 66¢7, • 1. y 20758 S.F. '�'' o� e'S °¢\ 9� �� ° �� o j I 11 U N Jr9 Og - <y �� 25 , Buckeye Pipeline Marker J C) \ 6,)�, K!2g� 00 p Lei Wei L" 902. 1. - " -- ,/_7 - -.''✓7 - - 1 3 I 2 1 1 - -- - - - - - -- -- GENERAL NOTES: 1. DRAINAGE EASEMENTS TO BE CLEARED WITH EXCEPTION OF DESIRED TREES WITHIN EASEMENT WITH FLAGGING NOTATION APPROVED BY HAMILTON COUNTY SURVEYORS OFFICE. 2. EXISTING PRIVATE TILE CROSSING TRACT TO BE CRUSHED AND /OR EXCAVATED WHEN EXPOSED DURING CONSTRUCTION OF STREETS OR PADS. UNDISTURBED TILE TO BE PLUGGED & SEALED AT EXPOSED ENDS 3. BUILDING PADS MARKED WITH AN ASTERISK ( *) WILL BE GRADED ON AN INDIVIDUAL BASIS & WILL BE A MINIMUM OF 2 FEET ABOVE THE 100 YR. FLOOD ELEV. 4. FINISHED FLOOR ELEVATIONS OF ALL STRUCTURES SHALL BE NO LESS THAN 2 FEET ABOVE ANY ADJACENT 100 YEAR LOCAL OR REGIONAL FLOOD ELEVATION (WHICH EVER IS GREATER). 9 s�3�X3 °° QT[, STR m�11x� j 17066 SF /� QS \ g70 T- CUR )6s 0� Q ��,. ........ 1. I N N �66 °mod \ 1g9, QF\ / ! `9�g S� 1I / �0�1 c� �xo °�� j p0 0 d, Marathon Pipeline Marker I'D g 904.0 8' 1. CA. ?g ; D. &U.E 9,07 hp 58 Hp 30 op 7p sp 0 / � 0 cb 0��0 `��_ 34236 S.F. N.89 °29'46„ �� 9 '�. 8 >>' o,° `C'�' 1 vQ S� tR 0 ��° 's° / 909.4 ME g i N.89'45'56 "E. 8(37.00' 911.1 ME t Ip�S \ \ ° O�`V O P�50�0�� g 909.3 ME D. &U.E. © - -- - - - - -- -- -,- . � ✓ - ,� --v v� 10.0 , . O I / ^I 5 O r ff // -- i � � `fA / 6� 1°' 330.00' . �. 11 120.00' Wire. E 24 Co I �.,.- \ ' 37 • a , �� , a 24 �o' � °� � °o CA °o 11 11 .... . \ \ x� °,,F, 910.3 ME 1 a �. / L 11550 S.F. 904.2' ME Rebor Fn:. 0 4'W of cold -' -- 9089 - 37 �o� 23414 SF X1001 . 909.2 ME -- - x 11 E 909.5 ME 1' HC;lovv Iron r ine Fnd. 2 ^`� 28.47' �- STM STR 753 ° ^ S �0,' 38.24' Fe e Cor 156.01' 164.22' of 9ie 3zME5 11 ''i...L'W & ii.3 J G' CO(C. COr. '.'� - Ge i e BEEHIVE MANHOLE \ �' TC= 909.00 151 \ � °' `� - 9� 10 -A, j- L.S.E. �,�I - 34. "S of line 15' LS 15' LSE INV - 899.14 . 1, -j Op �' T s� 0 Q. I 1: . c13,c 0B� �1 NG � , CG P O. b� . 0 27° 'I'L g 0� 4, A� O 1 0 a } ° 910 p ®0 \ �° / ¢ `''p OF 9 °r, so�� s �`S' ; % 7 ME 1 �F 15' D. &U. E. ® 7 \ Oy, 9p S' 0 1 ?, 6\ !� l 909.2 t 910.0 907.8 CL STM \ 958 R �� tents of Buckeye Pipeline , , 0• ^'I O / CUpa,STR > -'-� 909 C�, �\ osemen per D.B. 1 75/210; � ,' 910.? Ai ,Lp / STM STR 762 ^o T, �SO� 64 g09 - J1xy�Sy O SO p• . Jo der o Pennsylvania Compa �i �,s -4 o INV-907.80 ,� �c; 8 10 __- , per -smt. ook 4/739. E�c ye / / o I \� [ 7 � ^III0 L'i 11 �.. - - - J/ o Pipeline requires 50' e� en . o a � .., 0 129 O' STM \ �2. 6� , `� r' O. =c. �g5 Z �' to O I ., .1 �� / S0I/ STR s O � � �0 - - - 20400 SF ,g� Mg14H S¢ `�® mil, \\ 1 / I Av B Ol f S �� `� ��F p cn �O 9990 NV 009 !p^ � s h °� / ^N - nvisi le o 6 °SSO `e y� ° J �/ Ii � \ . , T� �z % Z `1Z Inlet 1, � I � T 9i `�C5 ` 6 Z ^ + N / r.e.- 909.x5 I .1 � O O / Inv -908.9 - ^h �\�G �� s o� ,\\�e ��° c 9 22356 S.F. I 6 II .909.0 ME ti 11 0� <" � IN UT 90 92 STM STR 761 910.8 - -. P IN 11,3904. CURB INLET 29930 S.F . 1. " , �� % ti S o - , _ 910.9 �'E r. 21238 S. F. o. 'PC 6 ��s. � J',o P5� o INV 910628 X56 g9 - 6QI �� ; o� `s � t 'Z Lr I o 26 S \ 66 46 " y Z. o - 6' �? N '2000, e 235 6 S.F. F t` 11 I I 11 :11 ° °j �� ° °��. n app 6, STM STR 767 110 \ `��. O�i X99 \\ j� y '�� SAN STR 943 �� BEEHIVE INLET - s °\ // TC- 912.50 S I INV 904051 s 1 s �� \ 30257 S.F. '� ' . CP 1 INV OUT= 904.61 `i 910.6 ME � • L >> �� 9� r'o. X39 / 6 18 R j ` �. \ \ iR 912 OF 5. R w 11 11 I 11 I 5� -" 6� � ` . O STM STR 763 y S / �1' ®0• `l - o]s S' c \`e * y� \, �G CURB INLET I� : 11 gp266 25' $.S.L• 5% 6 11 9\ TC= 910.90 CUS� 16 102 F l Q �, �Q ,� F INV g02 / @ .� , o o� INV= 905.55 1hV IN= / SSp 912 3kp0 keg 18 CO I ` , , � moo. �' OF $ a� �P 3 g t 2 Da i - G� \ d r,= �� / /5�2p, p &U E. �, 2 +a2 30 1h ` .�, I � . � 910.5 ME = aJ ��, 78' / 'A- 32 H 912 / J W, .. p O ° / 119 / n +oos a 912' / 31476 SF 11 a 11° 9 �® 911.4 9120 2 .5 e.• j ° 1 o° °o 1 1. 4 3 N CIRCL ?,Cl? ® 4 4. 8 9' v O _ � 1g3, / rn 1� l F2 1. CO O�� \ 911 4 °- a, ' U1`EL� o�,�� 9126 so-dn o Cp o < C.A. = 5 \ \ o ,+ \ 4 +� ` cp 912.4 / �1 ° i \ I-P 176281 S.F. - - U , , - ,Q 0 Pj G}aI J 60/ - S L Js \� h STM STR 758 W D. &U.E. % \ ° S 78' 6 R& 5• 0 25' $ CURB 1 MANHOLE �\ a_3 I 1 -• _' 1 0 - ` - 6 88 PC' 0 +6 TC 9 25 0 o 9 0, 910.89 L • FRCP ® p &�.E• / 910.50 T INV= 906.49 s 23574 S.F. 199 a 20 / 24531 SF `�\`�' o .- W ^ % STM STR 755 911 6 • 0 0 // o u� W "'- _ � -c, r^ 3 0 M u' <w n� 2 911.5 / STM STR 757 0 0 \ ' a j �G = o 910.4 ME CURB MANHOLE O 6, _ _ h BEEHIVE INLET o ao R. a (P 'rs ' . I 03 o / o TC _910.90 0 ° ' TC= 910.50 �`� ,n a `� O ° - r*i C. O � I .7-0 i rn- INV- 901.65 ^' o INV= 905.67 0 o CT, �. 09 W o° O . \ /. / �' s STM STR 756 co ° . I , Z rn ° �+� c)� +ov 911.3 - n Z P to 912.4 O �- ° CURB INLET 11K)oO J ry v� TC- 910.90 Flog® �, / -F- C' C.,a - Pole 913.0 of � r1N ®" - o INV= 904.68 Mang (o LO = Q, ° o cn _ 911.6 ME )ft <; - c>, T - / 1, I .: � � I / . S 89'45'56" W 170.00' r' U - o B 3 P �1��- [fi'&U'Fe 226.7 ' Fey e =4 r 3' t0' RIW & Frame Bu (din 82, �,5 RC P @ 0.50% .1 I / 1690' 911.5 V 2 7403 SF 911.4 !'' 45'56" 10' 15' D.& sto g I ,. 1, / _ � 910.6 ME 30 B -B 24.3 Grovel 42?' ' r : - ° z4 STM STR 75 �8. , ' 3° T STR 760 , - c0 M 8.2' Barn w a, BE LET I 1, / .11 8.z'x82-, n o BEEHIVE INLET .o r- I TC= 910.00 °' co ° O I INV =90740 - ` • INV=90769 / 24.3 µ o P � Well► / ono. `�/ 4i / - � N 89'45'56" E 183.98' I4 vi . Pipeline Marker(. o J - , °' 912.0 o z I L2 Pipeline Marker! , °o cn - cn ° ' ° N Qr ,- Cn .. 0 ONO m W C O .. O Na �, v . V o � : N _ �0 ° �, CA. o 1 nl SAN STR 940 C.A. ° °o •°o > L �� . I . I h rc911.so 23965 SF Z 2 I . :� I, ... � N INV OUT= 904.13 D. &U.E. ") I o 33 sF I 068 INV IN= 904.23 32932 SF �, 911.4 1. "' 70'° R W °' VAR. SIGNAGE C. 18' 10' 18' EASEMENT 40' B.S.L. 4. C.A. ° VAR. SIGNAGE o D. &U.E. EASEMENT - - PROPOSED S N ST 941 10 WALL T =91 90 PROPOSED IN OU - 905.72 ' wALI �;� I 330' OF 8" SSP @ 0.45% 911.3 ME 11.0 I -.- N�N 20' D. &U.E. . 2' o 156 r- 165.23` 164.78' L / �_ . . - 10' ASPHALT PATH 60 j 'Pyp, �� 67. °a ' ASPHALT PATH ti i 16.5' assumed North R'bV Line cr_ �` �� `� ' -/ ° nRv` - I s - 11 . -_ -.. _ ... Edge of Asphalt 141st STREET � +' F . -- 913.00 Edge of Asphr it 141 sf STREET ken( - - - - - - - - -- - ..._ . MNF` Edge of A =phalt dgA of Asphalt �� _- - -. _. _ aE , AE 4E AC . 141 st street armel JuriscUpti Drl - 40' 112 R/W S.89 °45'56 "W. 657.66' \-16.5 Assumed South R/W Line 10 9 8 7 6 � 4 ° �-1 eodwoll in,, 910.39. �' � - / / (no pipe) 11.1 I Headwall .- .... - lP� r 89'45 56 "W. (M 330.00 �- ^'11 M62■ - - _ S.89 °29'46 %W. D) I-a.e3-/ 3 SCALE: 1 " = 60' 0 30 60 120 • r+ NO 00 V-+ tt O �o`� U LEGEND "R q . - - - -- = RIGHT -OF -WAY LINE 0000 0000 IT IE-1 _ _ = _ = STORM SEWER LINE • - .. - = SWALE ,--i 1-4 O U = SANITARY SEWER LINE f"� M M 00 aJ 0 = SANITARY SEWER MANHOLE = FLOW DIRECTION -i -�_- I--- = EXIST. CONTOURS W4 w 0 = STORM BEEHIVE INLET CA a ❑ =STORM INLET � V T.C. = TOP OF CASTING U INV. = INVERT RCP = REINFORCED CONCRETE PIPE R A Lo A Q PVC = POLYVINYLCHLORIDE SANITARY SEWER PIPE ^ H M.H. = MANHOLE .C4 STR. = STRUCTURE D. &U.E. = DRAINAGE AND UTILITY EASEMENT T Q-I R.D.E. = REGULATED DRAIN EASEMENT B.S.L. = BUILDING SETBACK LINE m V.W. = VARIABLE WIDTH V1 9 PROP. = PROPOSED ME =MATCH EXISTING a TYP. = TYPICAL - . - - = SUBSURFACE DRAIN AND SUMP LINE 11; --vim- = WATER LINE (4 Q = CONCRETE END SEON O CV) CTI -----[--�:- = FLOOD ROUTE � A 000.0 = PROPOSED GRADE � Pq STM STR #700 = PROP. STORM STURCTURE NO. � g ,4 SAN STR #900 = PROP. SANITARY STURCTURE NO. = EXIST. TREELINE U) PROPOSED FIRE HYDRANT O W PROPOSED WATER LINE VALVE U 9 857.3 = PROPOSED PAD GRADE M.F.P.G. = MINIMUM FLOOD PROTECTION GRADE T P Z OF PADS. MINIMUM GRADE FOR ANY Z W STRUCTURE OPENING (DOOR, WINDOW • WELL, OUTSIDE BASEMENT STAIR p ACCESS, ETC.) 0, C w ..� U 0 .. � A - = Ln z W W M o o � � m q = \ m o co U Un 0 ate. Q o A A U A >- = H Q Ca Q) - -'mil,. C/) Q4 1. CA O rn > ,I ,. ,L m -0 F . -I� 1 ± v 3t 0 P .� , \ tt`E■( •t iA�/�,i N, rid ".:a l' Efbhy'' y �T e y � r` v �` � v `\` - \\ ��1111111111//��77 PN H • "/�''% �n C �`\ �`G�T E�• /yam Q . '' N0. _ • 8827 • - STATE OF / /// S/0NAL 'V ��``\ // / ///IllII111x0\ ALLAN H. WEIHE P.E. 8827 U Cn o -0 U - -<� 0 U � Z � J a � ; 4 j� m �wi� II 1 tt 00 - . CI( O � 1 F: b � \1 O o ti W CA t. O U P-4 °' HOLEY MOL EY SA YS 6� I j � "DIG SAFELY" Q W H W W "IT'S THE LAW" > � �� 2 CALL 2 WORKING DAYS BEFORE YOU DIG a" E-" w o 1 -800- 382 -5544 CALL TOLL FREE SHEET NO. PER INDIANA STATE LAW IC 8 -1 -26. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. PROJECT NO. W04 -0826 3 w 0 N ro O 0 E v � / 0 o w N 00 Lc) OV O 0 0 0 o o-o CD a a / � S } ..o wm Z 0 D w � o J Q D d r" 10 9 8 ? 6 5 4 1 GENERAL NOTES: MATCH NEXT SHEET Q) L 30' B.S. STM STR f1da sb I STM STP 783 TWIN cuRe IN m 19579 SF ^ - TC= 887.92 BEEHIVE MANHOLE N ':, INV= 883.13 a°'o : t TC= 884.00 I' it INV= 879.44 0 4Sq 0.8 0 --- 3_ 1g' OF 8° SSP @ 0.73 0 s 1' OF \ `, 8963 40'' OF 15° RCP ®1.00 895.1 3 2 OF 8: SSP @ 896.3 20 D. &U.E. 898.5 3g 8 \\ `398' 17729 SF \ 900.6 SSp 1 �F ti STM STR 739 _ p \ s AN STR 932 STM STR 739 CURB INLET \46q p @ / - TC= 897.60 BEr -HIVE INLET INV OUT= 888.40 = INV IN= 855.50 �� 55 INV= 891.75 I 30573 S.F. 56 20887 S.F. 3 PPR�,Ty2004 I 0111 7 = 905.4 INV= 891.35 40 B.S.L _ ^ STM S1R 746 N CURB INLET 9L! ® = 03.99 \ 57 58 59 = ry cn INV 900.00 0 0 a 19800 SF o 0 19800 SF 19800 SF 19800 SF 41. 61 <„ a o o Io �I o 9 \ 0 P SAN STR 935 \ X687 \ TC= 905.70 INV OUT= 895.13 \ INV IN= 895.23 g 0 °m Q) 9O9� o\ 9,7 13 21182 Ann, c7 SAN STR #9 '3 TC= 882.65 ( 1 0 CURB INLET �\ I INV= 878.20 882.53 28' OF 18" RCP ®.25� PC 0 +42.06 S 89'4647 E GLENV EWLAIVE C24 887.40 + g 15- 8 35A TC= 884.22 - 0 1NV=879.99 C, 1 v., = r*i o _ Io 882.50 2 +01 01 143.76' 88a 11 +00 886.36 -42.06 2T OF 15' RCP ®2.26% PT 0+5725288&77 - -; 887.9 S 0) ,4 `?51 ` o STM STR 782' . 887.90 STM S 1786 f1gg a 74. w N INV. CURB INLET RCP TWIN CURB INLET __ - -- - - � - 889 = 3�• °use -- -:._ _ TC= 898.80 _ TC= 882.65 INV= 878.83 883.0 M1� q'3 c� ° = _ _ - STM S INV= 883.52 ��' - - -888 - 6 - • _ - CES - = 156.56' _ �_ 7 ., = DRAINAGE AND UTILITY EASEMENT 882.8 884.0 a, �• q> y `° - % 68' OF 12 :: RCP ® 2,20 886.9' a oo 4 INV= .00 r ' �--87 - - -- - i - - u -- c 883- Q ,. ' <- v - - - - - - - �� 1 INV 888.90 0 = PROPOSED �II� ® n __ -- N _ -$82- �Prho Q) L 30' B.S. STM STR f1da sb I STM STP 783 TWIN cuRe IN m 19579 SF ^ - TC= 887.92 BEEHIVE MANHOLE N ':, INV= 883.13 a°'o : t TC= 884.00 I' it INV= 879.44 0 4Sq 0.8 0 --- 3_ 1g' OF 8° SSP @ 0.73 0 s 1' OF \ `, 8963 40'' OF 15° RCP ®1.00 895.1 3 2 OF 8: SSP @ 896.3 20 D. &U.E. 898.5 3g 8 \\ `398' 17729 SF \ 900.6 SSp 1 �F ti STM STR 739 _ p \ s AN STR 932 STM STR 739 CURB INLET \46q p @ / - TC= 897.60 BEr -HIVE INLET INV OUT= 888.40 = INV IN= 855.50 �� 55 INV= 891.75 I 30573 S.F. 56 20887 S.F. 3 PPR�,Ty2004 I 0111 7 = 905.4 INV= 891.35 40 B.S.L _ ^ STM S1R 746 N CURB INLET 9L! ® = 03.99 \ 57 58 59 = ry cn INV 900.00 0 0 a 19800 SF o 0 19800 SF 19800 SF 19800 SF 41. 61 <„ a o o Io �I o 9 \ 0 P SAN STR 935 \ X687 \ TC= 905.70 INV OUT= 895.13 \ INV IN= 895.23 g 0 °m Q) 9O9� o\ 9,7 13 21182 Ann, c7 SAN STR #9 '3 c� - ( v �! I = SWALE m SAN STR 934 ', _ n, o w h = r*i o _ Io ( - r� 207 = EXIST. CONTOURS o = STORM BEEHIVE INLET 6, 47 ��• ' SO \ 970 _ TC- 896.60 °"OUT= w N INV. ® RCP = REINFORCED CONCRETE PIPE -- -:._ _ TC= 898.80 -' co q'3 c� ° ^ = STRUCTURE oo o = DRAINAGE AND UTILITY EASEMENT R.D.E. = REGULATED DRAIN EASEMENT - 596 bf' �.�� 2sf00 V.W. INV 888.90 0 = PROPOSED �II� = MATCH EXISTING TYP. ° .. = ° INV OUT 891.70 o = SUBSURFACE DRAIN AND SUMP LINE o` 0 Q sc�(} \ = FLOOD ROUTE INV IN= 889.00 PROPOSED GRADE STM STR #700 °o 00 I o - -.. INV IN= 892.80 .. o _ I 0 ( I o C� = PROPOSED PAD GRADE M.F.P.G. \ 0 9 7a \ _ STM STR 7398 C WELL, OUTSIDE BASEMENT STAIR C) ACCESS, ETC.) - - B6 0 BEEHIVE : INLET O _ STM 51R 1743 904.0 � 898.5 HP 898.0 TC= 896:80 896:8 905.0.. 904.0 CES ° O 901.7 902.8 %� li A 977 �9�5��\'L � a z INV= 893.07 INV= 901.70 15' D. &U.E. HOLEY MOL EY SA YS D. &U.E. ' 3000 15 D. &U.E. rn "DIG SAFELY" " ' "ITS A •_� t.A iaa y THE LAW CALL 2 WORKING DAYS BEFORE YOU DIG ¢ w 970 V Wire Fence 15 LSE 20,..0 &U.E. ,F,{,,s'•' 1 -800- 382 -5544 110.00' 110.00 _, 110.00 120.00 Wire 'W.24' I \ rr CALL TOLL FREE 126.58' PER INDIANA STATE LAW IC 8 -1 -26. 110.00' IT IS AGAINST THE LAW TO EXCAVATE 898.9 ME WITHOUT NOTIFYING THE UNDERGROUND 901.1 ME 904.3 ME " 5.89 °45 56 w. _ 0 904.2 ME 901.8 ME 904.2 ME LOCATION SERVICE TWO (2) WORKING RebHollowdlron4Ppef Fndc. cor. DAYS BEFORE COMMENCING WORK. t.2 W alt. r. & 0.3 S of c co STM S1R 753 PROJECT NO. W04 -0826 BEEHIVE. MAN HOLE 9� TC= 909.00 S INV= 899,14 II E no 6 5 4 3 1. DRAINAGE EASEMENTS TO BE CLEARED WITH EXCEPTION OF DESIRED TREES WITHIN EASEMENT WITH FLAGGING NOTATION APPROVED BY HAMILTON COUNTY SURVEYORS OFFICE. 2. EXISTING PRIVATE TILE CROSSING TRACT TO BE CRUSHED AND /OR EXCAVATED WHEN EXPOSED DURING CONSTRUCTION OF STREETS OR PADS. UNDISTURBED TILE TO BE PLUGGED & SEALED AT EXPOSED ENDS. 3. BUILDING PADS MARKED WITH AN ASTERISK ( *) WILL BE GRADED ON AN INDIVIDUAL BASIS & WILL BE A MINIMUM OF 2 FEET ABOVE THE 100 YR. FLOOD ELEV. 4. FINISHED FLOOR ELEVATIONS OF ALL STRUCTURES SHALL BE NO LESS THAN 2 FEET ABOVE ANY ADJACENT 100 YEAR LOCAL OR REGIONAL FLOOD ELEVATION (WHICH EVER IS GREATER). SCALE: 1 " = 60' 0 30 60 120 LEGEND - - - -- = RIGHT -OF -WAY LINE V1 = STORM SEWER LINE - - = SWALE = SANITARY SEWER LINE • = SANITARY SEWER MANHOLE = FLOW DIRECTION �J = EXIST. CONTOURS o = STORM BEEHIVE INLET ❑ = STORM INLET T.C. = TOP OF CASTING INV. = INVERT RCP = REINFORCED CONCRETE PIPE PVC = POLYVINYLCHLORIDE SANITARY SEWER PIPE M.H. = MANHOLE STR. = STRUCTURE D. &U.E. = DRAINAGE AND UTILITY EASEMENT R.D.E. = REGULATED DRAIN EASEMENT B.S.L. = BUILDING SETBACK LINE V.W. = VARIABLE WIDTH PROP. = PROPOSED ME = MATCH EXISTING TYP. = TYPICAL - - - = SUBSURFACE DRAIN AND SUMP LINE W = WATER LINE Q = CONCRETE END SECTION {� = FLOOD ROUTE PROPOSED GRADE STM STR #700 = PROP. STORM STURCTURE NO. SAN STR #900 = PROP. SANITARY STURCTURE NO. = EXIST. TREELINE PROPOSED FIRE HYDRANT = PROPOSED WATER LINE VALVE 857.3 = PROPOSED PAD GRADE M.F.P.G. = MINIMUM FLOOD PROTECTION GRADE OF PADS. MINIMUM GRADE FOR ANY STRUCTURE OPENING (DOOR, WINDOW C WELL, OUTSIDE BASEMENT STAIR C) ACCESS, ETC.) • +-4 'SO 00 %6 tyi 'MIT I � 00 00 IT t-: .��0 M M 00 w a V u O � Q �z a T/1 1.4 0 rA rw•�+ 00 N Q �� •z h+� rA 0� V� l� z O � O o V A j _ Ln 00 ww q �"� �m � o CD U fi CD Ln w H Q z z 0 w rx N0. • 8827 • .. STATE OF •c` N P. S /0NAL � / / /IIIIII1111 \�\ ALLAN H. WEIHE P.E. 8827 Q) U 2 I 1 V1 0 U C C) O o ti rTl W a � O U a z HOLEY MOL EY SA YS O rn "DIG SAFELY" " ' "ITS A •_� t.A iaa y THE LAW CALL 2 WORKING DAYS BEFORE YOU DIG ¢ w W w ,F,{,,s'•' 1 -800- 382 -5544 SHEET NO. CALL TOLL FREE PER INDIANA STATE LAW IC 8 -1 -26. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. PROJECT NO. W04 -0826 2 I 1 3 w cD0 I N co O (D / Q) U) z 0 U o / n pi O W � I N 0 O � O (D o N� /z CD _a 0 y, r o� �LLJ Qo w�- oQQo 10 1 9 D. J" beIcw s�-rfc,ce RR7 fi AAF +� 8 A 5 3 m "I INV= 875.70 • v 879.7 -% M M O O Z Q 0 Z E 8 MATCH PREVIOUS SHEET 0 5 3 2 GENERAL NOTES: 1. DRAINAGE EASEMENTS TO BE CLEARED WITH EXCEPTION OF DESIRED TREES WITHIN EASEMENT WITH FLAGGING NOTATION APPROVED BY HAMILTON COUNTY SURVEYORS OFFICE. 2. EXISTING PRIVATE TILE CROSSING TRACT TO BE CRUSHED AND /OR EXCAVATED WHEN EXPOSED DURING CONSTRUCTION OF STREETS OR PADS. UNDISTURBED TILE TO BE PLUGGED & SEALED AT EXPOSED ENDS 3. BUILDING PADS MARKED WITH AN ASTERISK ( *) WILL BE GRADED ON AN INDIVIDUAL BASIS & WILL BE A MINIMUM OF 2 FEET ABOVE THE 100 YR. FLOOD ELEV. 4. FINISHED FLOOR ELEVATIONS OF ALL STRUCTURES SHALL BE NO LESS THAN 2 FEET ABOVE ANY ADJACENT 100 YEAR LOCAL OR REGIONAL FLOOD ELEVATION (WHICH EVER IS GREATER). SCALE: 1 " = 60' 0 30 60 120 T U 0111 n HIGHI -OF -WAY LINE STORM SEWER LINE — — STM STR 781 = SANITARY SEWER LINE CURB INLET = SANITARY SEWER MANHOLE TC= 882.65 _o EXIST. CONTOURS I'N= 878.20 882.: ❑ = STORM INLET 882. = TOP OF CASTING STM STR #782' = INVERT RCP CURB INLET PVC = POLYVINYLCHLORIDE SANITARY SEWER PIPE TC= 882.65 = MANHOLE STR. INV =878.83 883.0 ME D. &U.E. = DRAINAGE AND UTILITY EASEMENT 882.8 = REGULATED DRAIN EASEMENT B.S.L. 884.0 V.W. Q 0 Z E 8 MATCH PREVIOUS SHEET 0 5 3 2 GENERAL NOTES: 1. DRAINAGE EASEMENTS TO BE CLEARED WITH EXCEPTION OF DESIRED TREES WITHIN EASEMENT WITH FLAGGING NOTATION APPROVED BY HAMILTON COUNTY SURVEYORS OFFICE. 2. EXISTING PRIVATE TILE CROSSING TRACT TO BE CRUSHED AND /OR EXCAVATED WHEN EXPOSED DURING CONSTRUCTION OF STREETS OR PADS. UNDISTURBED TILE TO BE PLUGGED & SEALED AT EXPOSED ENDS 3. BUILDING PADS MARKED WITH AN ASTERISK ( *) WILL BE GRADED ON AN INDIVIDUAL BASIS & WILL BE A MINIMUM OF 2 FEET ABOVE THE 100 YR. FLOOD ELEV. 4. FINISHED FLOOR ELEVATIONS OF ALL STRUCTURES SHALL BE NO LESS THAN 2 FEET ABOVE ANY ADJACENT 100 YEAR LOCAL OR REGIONAL FLOOD ELEVATION (WHICH EVER IS GREATER). SCALE: 1 " = 60' 0 30 60 120 T U 0111 n HIGHI -OF -WAY LINE STORM SEWER LINE — — = SWALE = SANITARY SEWER LINE • = SANITARY SEWER MANHOLE = FLOW DIRECTION _o EXIST. CONTOURS O = STORM BEEHIVE INLET ❑ = STORM INLET T.C. = TOP OF CASTING INV. = INVERT RCP = REINFORCED CONCRETE PIPE PVC = POLYVINYLCHLORIDE SANITARY SEWER PIPE M.H. = MANHOLE STR. = STRUCTURE D. &U.E. = DRAINAGE AND UTILITY EASEMENT R.D.E. = REGULATED DRAIN EASEMENT B.S.L. = BUILDING SETBACK LINE V.W. = VARIABLE WIDTH PROP. = PROPOSED ME = MATCH EXISTING TYP. = TYPICAL — — — = SUBSURFACE DRAIN AND SUMP LINE ----w = WATER LINE Q = CONCRETE END SECTION -p = FLOOD ROUTE = PROPOSED GRADE STM STR #700 = PROP. STORM STURCTURE NO. SAN STR #900 = PROP. SANITARY STURCTURE NO. H� = EXIST. TREELINE o = PROPOSED FIRE HYDRANT ® = PROPOSED WATER LINE VALVE 857.3 = PROPOSED PAD GRADE M.F.P.G. = MINIMUM FLOOD PROTECTION GRADE OF PADS. MINIMUM GRADE FOR ANY STRUCTURE OPENING (DOOR, WINDOW WELL, OUTSIDE BASEMENT STAIR ACCESS, ETC.) • •-+ �a 00 IT IT h IT x ,� ...a O V MMOO x w a V � Q �z a 1 0 V1 g ).40 a O t/1 00 Y� N Q I+i '� • z rn H 0� V� 0 � A4 z z o h � h o V Ln 3 EZ, ° W W Q\ A o I A I zW U) W �°Zc�-DU w� a Q o Q Q U Q W W E-' Q Q 14 Q z 0 N •�` PN H • Q.:L tip% N0. • 8827 • STATE OF �<v O� sIONAI. S �� lI11110\ ALLAN H. WEIHE P.E. 8827 V1 0� O HOLEY MOLEY SA YS o "DIG SAFELY"A ITS THE LAW E _ Aj eCALL 2 WORKING DAYS BEFORE YOU DIG W te i 1 -800- 382 -5544 CALL TOLL FREE SHEET NO. PER INDIANA STATE LAW IC 8 -1 -26 m 7 IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. 5 PROJECT NO. W04 -0826 z� _o a z o M W U 0 U � O � � w 0 0 H� o n 7 IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. 5 PROJECT NO. W04 -0826 ced- D9 U 3 CY cn (!7 co C1i co 0 <r 0 Q) o� U o 0 cv a 0-'611-) 't d- 0 CD L NT:) 0 0 0 -s C) T � ) 2 OwL Z 0 o� F w U O- � O O Q Q J J J n a- 10 I 9 I 8 I 7 I 6 5 I 4 t 0 z a� u� Q W ��' 910 905 • i•1 875 CIRCULAR CIRCULAR CIRCULAR D = 11 °51'16" Da = 28 °38'52" D = 39 °56'15" I CD = S 05 °39'13" W D = 05 °48'12" T = 20.76 V 5.0 R = 200.00 E S 4.0 HORIZONTAL SCALE.- L = 41.38 R C ' 3.0 C = 41.31 A �I PI Sto = 2 +00.91 -1 L 5 2.0 ° Ln ° Ln o N Ln I = 11 °51'16 "R C E A ° Sto = 1 +80.15 L 0.0 PT Sto = 2 +21.53 910 905 • i•1 875 CIRCULAR D = 11 °21'38" Da = 28'38'52" CD = S 05 °54'02" W T = 19.89 R = 200.00 L = 39.66 C = 39.59 PI Sto = 4 +98.04 = 11 °21'38 "L PC Sta = 4 +78.14 PT Sto = 5+17-80 ; II I I �I ' I I W I i l ill, • � °° CIRCULAR CIRCULAR CIRCULAR �I D = 17 °44'56" D = 39 °56'15" I = 51 °52'58" D = 05 °48'12" � Da = 58"11'50" Da = 38"11'50" '50" Da = 38"11'50" Da = 38° 11'50" CD = S 09 °05'40" W �I - S 31'57'54" W CD �I o� T = 54.50 T = 72.97 T = 7.60 R = 150.00 C R = 150.00 R = o ° O Ln r-+ I I L = 46.47 L = 104.56 L ►-� . 15.19 CIRCULAR D = 11 °21'38" Da = 28'38'52" CD = S 05 °54'02" W T = 19.89 R = 200.00 L = 39.66 C = 39.59 PI Sto = 4 +98.04 = 11 °21'38 "L PC Sta = 4 +78.14 PT Sto = 5+17-80 ; II I I �I ' I I W I i l ill, • � °° • W4 %0 00 C/1 U %6 Cfi C� V 000 0O0 x �t�o V c'� M 000 aJ - -- LEGEND - - - -- = RIGHT -OF -WAY LINE STORM SEWER LINE _ o = SWALE V = SANITARY SEWER LINE • = SANITARY SEWER MANHOLE Ar� = FLOW DIRECTION H EXIST. CONTOURS O = STORM BEEHIVE INLET ❑ = STORM INLET T.C. = TOP OF CASTING a INV. = INVERT 0 RCP = REINFORCED CONCRETE PIPE V1 PVC = POLYVINYLCHLORIDE SANITARY SEWER PIPE 0 M.H. = MANHOLE STIR. = STRUCTURE D. &U.E. = DRAINAGE AND UTILITY EASEMENT R.D.E. = REGULATED DRAIN EASEMENT B.S.L. = BUILDING SETBACK LINE tai V.W. = VARIABLE WIDTH (4 PROP. = PROPOSED 6. ME = MATCH EXISTING 00 TYP. = TYPICAL A - - - = SUBSURFACE DRAIN AND SUMP LINE '� MM• z = WATER LINE. Q = CONCRETE END SECTION = FLOOD ROUTE - 000.0 = PROPOSED GRADE O (� STM STIR #700 = PROP. STORM STURCTURE NO. "g62 SAN STIR #900 = PROP. SANITARY STURCTURE NO. x - = EXIST. TREELINE Z f = PROPOSED FIRE HYDRANT W nQ (1) = PROPOSED WATER LINE VALVE M--� S 857.3 = PROPOSED PAD GRADE M.F.P.G. = MINIMUM FLOOD PROTECTION GRADE - l OF PADS. MINIMUM GRADE FOR ANY �- STRUCTURE OPENING (DOOR, WINDOW ` J �-�69 WELL, OUTSIDE BASEMENT STAIR ACCESS, ETC.) `00 A �" Ln o w A > o as o F. I �i W A cD C, 00 U I� 0 W a Q o Q Q U A w a Q MINIMUM COVER FOR PIPE CROSSINGS OF CITY STREETS For installation of Storm Mains, Water Mains, Sanitary Mains, Water Service Laterals, Sanitary Sewer Laterals under City streets, regardless of the jurisdiction of the utility, the minimum cover from the top of the installed pavement to the top of the installed pipe shall be the pavement section thickness (all bituminous and aggregate material above the subgrade) plus 1' -0 ". If the standard practice of the utility that has jurisdiction over the installation has a more stringent cover requirement, the more stringent requirement shall govern. 0 910 ► 1 1!l,,,,,�i' H. NO • 8827 • 905 C) CIRCULAR CIRCULAR CIRCULAR CIRCULAR D = 17 °44'56" D = 39 °56'15" D = 51 °52'58" D = 05 °48'12" Da = 58"11'50" Da = 38"11'50" '50" Da = 38"11'50" Da = 38° 11'50" CD = S 09 °05'40" W CD = S 37'56'16" W CD - S 31'57'54" W CD = S 03'07'19" W T = 2 3. 42) T = 54.50 T = 72.97 T = 7.60 R = 150.00 R = 150.00 R = 150.00 R = 150.00 co N r-+ I I L = 46.47 L = 104.56 L = 135.83 L = 15.19 C = 46.28 C = 102.45 C = 131.24 C = 15.19 PI Sta = 8 +41.26 PI Sto = 9 +18.80 PI Sto = 11+48.68 PI Sto = 12 +19.14 I = 17 °44'56 "R I = 39 °56'15 "R I = 51 °52'58 "L I = 05 °48'12 "L PC Sto = 8 +17.83 PCC Sta = 8 +64.30 PC Sto = 10 +75.71 PCC Sto = 12 +11.53 PCC Sta = 8 +64.30 PT Sto = 9 +68.86 PCC Sto = 12 +11.53 PT Sto = 12 +26.73 OvEnBRO(PlfbRl W W �►-� i I I I I w I I W /001111111110N� F- V) C 11Iww 11 �' ' Wq W o o W [� W W F-+ r--a VPI STA = 14 +00.00 900 oQ M I I • W4 %0 00 C/1 U %6 Cfi C� V 000 0O0 x �t�o V c'� M 000 aJ - -- LEGEND - - - -- = RIGHT -OF -WAY LINE STORM SEWER LINE _ o = SWALE V = SANITARY SEWER LINE • = SANITARY SEWER MANHOLE Ar� = FLOW DIRECTION H EXIST. CONTOURS O = STORM BEEHIVE INLET ❑ = STORM INLET T.C. = TOP OF CASTING a INV. = INVERT 0 RCP = REINFORCED CONCRETE PIPE V1 PVC = POLYVINYLCHLORIDE SANITARY SEWER PIPE 0 M.H. = MANHOLE STIR. = STRUCTURE D. &U.E. = DRAINAGE AND UTILITY EASEMENT R.D.E. = REGULATED DRAIN EASEMENT B.S.L. = BUILDING SETBACK LINE tai V.W. = VARIABLE WIDTH (4 PROP. = PROPOSED 6. ME = MATCH EXISTING 00 TYP. = TYPICAL A - - - = SUBSURFACE DRAIN AND SUMP LINE '� MM• z = WATER LINE. Q = CONCRETE END SECTION = FLOOD ROUTE - 000.0 = PROPOSED GRADE O (� STM STIR #700 = PROP. STORM STURCTURE NO. "g62 SAN STIR #900 = PROP. SANITARY STURCTURE NO. x - = EXIST. TREELINE Z f = PROPOSED FIRE HYDRANT W nQ (1) = PROPOSED WATER LINE VALVE M--� S 857.3 = PROPOSED PAD GRADE M.F.P.G. = MINIMUM FLOOD PROTECTION GRADE - l OF PADS. MINIMUM GRADE FOR ANY �- STRUCTURE OPENING (DOOR, WINDOW ` J �-�69 WELL, OUTSIDE BASEMENT STAIR ACCESS, ETC.) `00 A �" Ln o w A > o as o F. I �i W A cD C, 00 U I� 0 W a Q o Q Q U A w a Q MINIMUM COVER FOR PIPE CROSSINGS OF CITY STREETS For installation of Storm Mains, Water Mains, Sanitary Mains, Water Service Laterals, Sanitary Sewer Laterals under City streets, regardless of the jurisdiction of the utility, the minimum cover from the top of the installed pavement to the top of the installed pipe shall be the pavement section thickness (all bituminous and aggregate material above the subgrade) plus 1' -0 ". If the standard practice of the utility that has jurisdiction over the installation has a more stringent cover requirement, the more stringent requirement shall govern. 0 910 ► 1 1!l,,,,,�i' H. NO • 8827 • 905 C) 00 STATE OF + ° 0o II a a co N r-+ I I Q Z o4 I I. 00 + 00 Z N Z " O "'� �` !!VDIANP • SS�ONAL \� II w 00 °O W W cl oo "' W W �►-� I I �WW w I I /001111111110N� F- V) C 11Iww 11 �' ' Wq W o o W [� W F-+ r--a VPI STA = 14 +00.00 900 I ALLAN H. WEIHE P.E. 8827 V I STA 1 0 +2 .00 v II cv CURVE EN = 100.00 a_ I I',I V I EL 894.0 v> ¢ w ! N o r CURVE LAN = 00 ~ "' �' Ln DO CV r LC) CC) + `° N > Lo 00 rn II � � co + + as Ln o I� Lri EXISTING S I N G _ 00 00 I I + °O r� c.� mot- oo GRADE I 8 9 5 II II J O 00 _ co II 7 ! EXISTING Q '� v' VPI STA = 9 +96.00 11 -' + w j J VPI EL = 88.50 c� J GRADE Cn Cn a_ U _ > w CU VE LE 100.00 � R Q U) o- U > �'� 890 I� j � � � it I W i o -0-65% PI STA - 11-1-30.00 �- ° O I STA, II I PI EL = 890.70 j �� 2 3 \ PRO OSED ° �, CURVE LEN = 100.00 j PROPQSED \ �� GRA E �± N W I GRADE rn Z co \O 11 ,� 00 885 Q II U VPI STA = 8 +95.12 1-- M w [ 4 > E-� VPI EL = 85.75 v v W > v� W p W j CURVE LE = 10p.00°° ° > > > O O ! o VII STA 10 +97.b2 CA +i ° = 880 + °' 00 °'' 00 cy + CURVE LEN = 100.00 CIS C) 00 II ° W 0o Ln i co Cn w w I I 11 a_ il- < Q ] �I _ _ c mow' `n w 875 aI i I i j I II a_ a_ C, i I i I 870 • n, K _ _ _ O O I� p� 00 Ln N c9 O 00 Ln �l f� 00 N c9 O f� Ln O� r I� O Ln r r� r� 0 N Ln CO � O r Ln r� O 00 Ln r� O o0 Ln N U� X17 O Ln M � co I N O li r � N O-) r O -t rn 6) 00 c.0 Ln � O 03 � Ln � N O O N � N Ln � � Ln Ln N N rq I'1 � Ln (O ! I� 00 00 Ln Q rr) N O O O O Cn 6� 6� ! 6) O-) 00 CO CC) I� f� f� f� I� f� I� �O �O �O �J �O �O �O �O �O I� f� I� �O Ln 'I' �t d Ln �O I� COI O N r� Ln �O �O o 6� O� CO ( 00 00 00 00 00 CO CO 00 CO 00 cIJ co CO 00 00 CO 00 00 00 CO 00 0.� 00 00 00 Ov. 4 00 co; «� �) 00 00 00 0a 00 , 865 + 3 +50 4 +00 4 +50 5 +00 5 +50 6 +00 6 +50 7 +00 7 +50 8 +00 8 +50 9 +00 9 +50 10 +00 10 +50 11 +00 11 +50 12 +00 12+ ,s� �' �` . 0 +00 0 +50 1 +00 1 +50 2 +00 2 +50 3 00 50 13 +00 13 +50.,. 0 t, 1.4 +50 �� ` ` -`� .,�,'g • • �' ° ` SHEET NO. e� PROJECT NO. W04 -0826 10 1 9 1 8 1 1 6 1 5 1 4 1 3 1 I 1 U =:W-01 zw 3 N 51 10 I 9 I 8 I -7 - -I_ 6 I 5 I 4 ( 3 -01 \ ,\ / \ , � CIRCULAR CIRCULAR �-89648 / / D = 16 °31'18" D = 07 °01'39„ / Da = 38'11'50" Da = 38° 11 '50„ CD = S 81 °58'25" E CD = S 70° 1 1 '57" E \ / T =21.78 T -9.21 R = 150.00 R = 150.00 L = 43.25 L = 18.40 o�� S • `�s C = 43.10 C = 18.39 \ \\ $g6� / PI Sta = 25 +34.21 PI Sta = 25 +64.89 - -_ I = 16 °31'18 "R I = 07 °01'39 "R PC Sto = 25+12.43 PCC Sta = 25 +55.68 PCC Sto = 25 +55.68 PT Sta = 25 +74.08 I ' ............ • .-, %D 00 V1 _ LEGEND ` • M w I - - - -- N = RIGHT -OF -WAY LINE 0I0 00 n H = STORM SEWER LINE • • x ' = SWALE 7-4 1-4 O U = SANITARY SEWER LINE M M 00 aJ • = SANITARY SEWER MANHOLE x = FLOW DIRECTION �— = EXIST. CONTOURS w a 0 = STORM BEEHIVE INLET 44 - El = STORM INLET — -- "1 T.C. = TOP OF CASTING U INV. = INVERT RCP = REINFORCED CONCRETE PIPE A A PVC = POLYVINYLCHLORIDE SANITARY SEWER PIPE ^ z M.H. = MANHOLE --t4 STR. = STRUCTURE I.4 D. &U.E. = DRAINAGE AND UTILITY EASEMENT a R.D.E. = REGULATED DRAIN EASEMENT B.S.L. = BUILDING SETBACK LINE �• W V.W. = VARIABLE WIDTH V1 g \\ PROP. = PROPOSED a O ME =MATCH EXISTING TYP.— = TYPICAL - a = SUBSURFACE DRAIN AND SUMP LINE w = WATER LINE ^ = CONCRETE END SECTION 00 = FLOOD ROUTE = PROPOSED GRADE y STM STR #700 = PROP. STORM STURCTURE NO. SAN STR #900 = PROP. SANITARY STURCTURE NO. = EXIST. TREELINE = PROPOSED FIRE HYDRANT O = PROPOSED WATER LINE VALVE 857.3 = PROPOSED PAD GRADE Q W M.F.P.G. = MINIMUM FLOOD PROTECTION GRADE z OF PADS. MINIMUM GRADE FOR ANY • STRUCTURE OPENING (DOOR, WINDOW 1.4 WELL, OUTSIDE BASEMENT STAIR p 5 ACCESS, ETC.) C c7 N Q >; _ �, Ln OBo wF- �o I Ln Q M� Ao c\o O 3: C7 o d off. Q o A A U A W F- Q A V 5.0 of the jurisdiction of the utility, the minimum cover from the top of E ,S 4.0 HORIZONTAL SCALE.- the installed pavement to the top of the installed pipe shall be the RC C 3.0 -50 pavement section thickness (all bituminous and aggregate material I A 5 2.0 ° ° �, ° above the subgrade) plus 1' -0 ". If the standard practice of the utility C L 04 Ln that has jurisdiction over the installation has a more stringent cover 14 E 1.0 requirement, the more stringent requirement shall govern. L 0.0 a U ' we] M:M A- U CPA o W O W ��,,,�� ►��I� ►��,,,,,� IA H. , 920 z 920 N st % -- N o �`� o N °° N C) co `°• �Oo� _ NO. _• 8827 •_ 915 905 . �a• + M N �00 915 ,�. S TATE OF % 0 ` tO oo 905 O\ W EXISTING '% �HDIANP.. `�• iii S/0NA1. x i i ►' Q W W H GRADE U I VI STA 17 +,00.00 910 ALLAN H. WELHE P.E. 8827 o CIA + CIA 910 PROPOSED ° + N U ' we] M:M O N N o �`� o N °° N C) co 905 . �a• �00 4 tO oo 905 U I VI STA 17 +,00.00 o CIA + CIA �, PROPOSED ° + N VPI EL 899.00 w II GADE O CN rn CURVE EN 100.00 PROPOSED Q `� " f-- II II 900 ,I GR DE ° a, > > � 900 I � U U 0% > > .26% W 895 I 895 o N I °o EXISTING GRADE 0 O F-+ Ln � rn ° t� VPI TA 20 +65 02 W N ° o r- 00 a' + + VPI L = 894.40 + 890 ` 890 ° oo °° CURVE 10 .00 i ~ II J LiJ V7 II (n II J W I I II • W II CL O 885 En L LJ 885 n > > i i i 880 880 i i N ° CD �� O tf) f- O O N O �I O un Ln I� O N O Ln �I Cfl N ; I� CD � N O I� -t 00 cD . f� Ln r� N 00 u� N N C Cn � 00 N L (D � r� O O) 00 � cD -t r- N O Lf'� O �� O �t 6� �t O 0 O� 00 c9 r LC r� N � 00 00 00 00 N I� N . �O �O f� I� cD ''� (N cD f� N I� N �O O O p �CL�j n O 4 �O cD I� 00 cc 00 CO o0 co: C0 cc; cD �D CD �I L � � L � �O (.O I� I� oo 00 00 G 6) O O cal O; O O O 0 N O 0 �t O O 00: O 0 O O O O O O CO O� 6� 4s O O O , 875 w o 875 Ln � �' QD QD co � r- co 00 co 00 00 0� 00 I 00 �I 00 00 0o I 00 �� 00 00 00 0 00 00 � g 0 14 +00 14 +50 15 +00 15 +50 16 +00 16 +50 17 +00 17 +50 18 +00 18 +50 19+00 19 +50 20 +00 20 +50 21+00 21+50 22 +00 22 +50 23 +00 23 +50 24 +00 24 +50 25 +00 25 +50 26 +00 26 +50 27 +00 27 +50 28 +00 28 +51) C%�9 +10.0.. ; -, - �N� 0 a -�•'�, a, = 6 �,.- �� SHEET NO. L N / - C d O N 000-0 O p y } - PROJECT NO. Z 0 �o w v0 L'j0 OJJ QL1 10 9 8 I - 6 5 4 3 2 1 U ' we] M:M U) 0 U E 3 a F- I N 00 O a 0 0E 0 U o LQ c w / r7 `D N n O � d O � CO Q7 o�o7) L (D oD v° �0 J OQOn W i g0 3 �C) �o (o CIRCULAR CIRCULAR CIRCULAR D = 30 °04'33 D = 25 °33'44 D = 10 °48'46" Do = 38 °11'50" Da = 28 °38'52" Da = 28 °38'52" CD S 51 °38'51 E CD = S 23 °49'422" E CD = S 05 °38' 'I8" E T = 40.30 T = 45.37 T = 18.93 = 150.00 R= 200.00 R= 200.00 V 5.0 R E S 4.0 HORIZONTAL SCALE: L 78.74 L= 89.23 L= 37.74 = RC C = 77.84 C = 88.49 C = 37.69 � 3.0 T A = 20 0 �, o o PI Sto = 32 +32.56 PI -Sta = 35 +10.29 PI Sta = 35 +73.08 L 5 o N � I 25 °33'44 "R I= 10 °48'46 "R C L �.o I = 30'04'33"R A PC Sta = 31 +92.26 PC Sta = 34 +64.92 FCC Sto = 35 +54.15 L o.o PT Sta = 32 +71.00 PCC Sta = 35 +54.15 PT Sta = 35 +91.89 I ! j ll 11 0ii 930 04 Z I +� w ' II x II H 925 w 'll � _ ' ►� I ' oo , r I Ln . o W o W N °' ao L� W I� , co o Q0 00 0� 0, a� o -� 'Z O j c0 0 00 u-� oo 00 r+ ,T rn 920 N o, o rO T II + -1 J LLJ II, II ' I', I� I I r� I I I U LO n � W II -� II IJ I w - > II J j Q w Q �`' VISTA -33 +5.00 w PI STA = 29 30.00 cn > V I EL = 911.0 Cn CL J 915 PI EL = 911 30 > �- _ VE P VE D11 II - �i S°,o - 100 0 > CURVE LEN 0 EXISTING i 2� RADE 0.'60% -0-52'0 o 95% - VPI STA - 38 50.10 •81% 910 VPI S = 35 +57.6 CURVE EN = .00 PR POSED GRADE VPI E = 910.75 VP1 STA = 31+81.69 o CURVE LEN = 100.0 0 II VP1 EL', = 90125 °o rn ° o of �, LO r` °° 0 100.00 N N d- a �n � ! I CURVE'.. LEN i 905 o o . I 0o N + o 00 +! o oa o l N N ! Ii II II II II II < J N rn II Ili II j Q J < J J cn w III II Q II J v) w cn w w J w V) w I-- _ _ 900 > cr1 w ! � oi- d Oa ! > > U _ _ > > } I i li j I i 895 i I i ' 890 I I 1 _ 1 00 Ln � O � O �I O � O �, O LO O O N � �' O �' O r� mot' �O f�; O' N N _ _ N d O �) I\ N N t C) DO _ _ _ f N QO � O �? ! t- CD N N N N O O O O O O O O CT) CD CT) O� ; � O� - � - r- _ O O O O O O O 885 � 3 +00 33 +50 34 +00 34 +50 35 +00 35 +50 36 +00 36 +50 37 +00 37 +50 38 +00 38 +50 39+00 28 +50 29+00 29 +50 130 +00 30 +50 31 +00 31 +50 32 +00 32 +50 3 I no 7 0 5 4 3 930 925 920 915 905 • i•1 LEGEND - - - -- = RIGHT -OF -WAY LINE 6 I 5 T 10 I 9 I 8 • = SANITARY SEWER MANHOLE W i g0 3 �C) �o (o CIRCULAR CIRCULAR CIRCULAR D = 30 °04'33 D = 25 °33'44 D = 10 °48'46" Do = 38 °11'50" Da = 28 °38'52" Da = 28 °38'52" CD S 51 °38'51 E CD = S 23 °49'422" E CD = S 05 °38' 'I8" E T = 40.30 T = 45.37 T = 18.93 = 150.00 R= 200.00 R= 200.00 V 5.0 R E S 4.0 HORIZONTAL SCALE: L 78.74 L= 89.23 L= 37.74 = RC C = 77.84 C = 88.49 C = 37.69 � 3.0 T A = 20 0 �, o o PI Sto = 32 +32.56 PI -Sta = 35 +10.29 PI Sta = 35 +73.08 L 5 o N � I 25 °33'44 "R I= 10 °48'46 "R C L �.o I = 30'04'33"R A PC Sta = 31 +92.26 PC Sta = 34 +64.92 FCC Sto = 35 +54.15 L o.o PT Sta = 32 +71.00 PCC Sta = 35 +54.15 PT Sta = 35 +91.89 I ! j ll 11 0ii 930 04 Z I +� w ' II x II H 925 w 'll � _ ' ►� I ' oo , r I Ln . o W o W N °' ao L� W I� , co o Q0 00 0� 0, a� o -� 'Z O j c0 0 00 u-� oo 00 r+ ,T rn 920 N o, o rO T II + -1 J LLJ II, II ' I', I� I I r� I I I U LO n � W II -� II IJ I w - > II J j Q w Q �`' VISTA -33 +5.00 w PI STA = 29 30.00 cn > V I EL = 911.0 Cn CL J 915 PI EL = 911 30 > �- _ VE P VE D11 II - �i S°,o - 100 0 > CURVE LEN 0 EXISTING i 2� RADE 0.'60% -0-52'0 o 95% - VPI STA - 38 50.10 •81% 910 VPI S = 35 +57.6 CURVE EN = .00 PR POSED GRADE VPI E = 910.75 VP1 STA = 31+81.69 o CURVE LEN = 100.0 0 II VP1 EL', = 90125 °o rn ° o of �, LO r` °° 0 100.00 N N d- a �n � ! I CURVE'.. LEN i 905 o o . I 0o N + o 00 +! o oa o l N N ! Ii II II II II II < J N rn II Ili II j Q J < J J cn w III II Q II J v) w cn w w J w V) w I-- _ _ 900 > cr1 w ! � oi- d Oa ! > > U _ _ > > } I i li j I i 895 i I i ' 890 I I 1 _ 1 00 Ln � O � O �I O � O �, O LO O O N � �' O �' O r� mot' �O f�; O' N N _ _ N d O �) I\ N N t C) DO _ _ _ f N QO � O �? ! t- CD N N N N O O O O O O O O CT) CD CT) O� ; � O� - � - r- _ O O O O O O O 885 � 3 +00 33 +50 34 +00 34 +50 35 +00 35 +50 36 +00 36 +50 37 +00 37 +50 38 +00 38 +50 39+00 28 +50 29+00 29 +50 130 +00 30 +50 31 +00 31 +50 32 +00 32 +50 3 I no 7 0 5 4 3 930 925 920 915 905 • i•1 LEGEND - - - -- = RIGHT -OF -WAY LINE STORM SEWER LINE - = SWALE = SANITARY SEWER LINE • = SANITARY SEWER MANHOLE = FLOW DIRECTION EXIST. CONTOURS o = STORM BEEHIVE INLET El = STORM INLET T.C. = TOP OF CASTING INV. = INVERT RCP = REINFORCED CONCRETE PIPE PVC = POLYVINYLCHLORIDE SANITARY SEWER PIPE M.H. = MANHOLE STR. = STRUCTURE D. &U.E. = DRAINAGE AND UTILITY EASEMENT R.D.E. = REGULATED DRAIN EASEMENT B.S.L. = BUILDING SETBACK LINE V.W. = VARIABLE WIDTH PROP. = PROPOSED ME = MATCH EXISTING TYP. = TYPICAL - - - = SUBSURFACE DRAIN AND SUMP LINE W = WATER LINE Q = CONCRETE END SECTION = FLOOD ROUTE 000.0 = PROPOSED GRADE ell STM STR #700 = PROP. STORM STURCTURE NO. SAN STR #900 = PROP. SANITARY STURCTURE NO. = EXIST. TREELINE = PROPOSED FIRE HYDRANT = PROPOSED WATER LINE VALVE 857.3 = PROPOSED PAD GRADE M.F.P.G. = MINIMUM FLOOD PROTECTION GRADE OF PADS. MINIMUM GRADE FOR ANY 0 STRUCTURE OPENING (DOOR, WINDOW WELL, OUTSIDE BASEMENT STAIR ACCESS, ETC.) MINIMUM COVER FOR PIPE CROSSINGS OF CITY STREETS For installation of Storm Mains, Water Mains, Sanitary Mains, Water Service Laterals, Sanitary Sewer Laterals under City streets, regardless Of the jurisdiction of the utility, the minimum cover from the top of the installed pavement to the top of the installed pipe shall be the pavement section thickness (all bituminous and aggregate material above the subgrade) plus 1' -0 ". If the standard practice of the utility that has jurisdiction over the installation has a more stringent cover requirement, the more stringent requirement shall govern. • T-4 \0 00 C!1 U \6 cli ��o H U W 0000 0000 1 •� z -to U M M 00 w a V A �z a a . rim) V1 � 040 O >n 00 W� M.z W E-4 0 U Z t o V c� y `n z0 w� Q �o �m � H 1 CA \ 0 co U 0 C7 U W qo A Q UU Q as Q En It 0 GxsT N0. ° • 8827 .. STATE OF S /ONAI- F'0 ALLAN H. WEIHE P.E. 8827 a = I If, V1 j C H 0 W W Q C I to • I� L +y i SHEET NO. PROJECT NO. W04 -0826 2 1 a = I If, t ■ Eel M � T ■ _0 ■ U a" � Q� 3 0' N 00 0 o� o C 0 Ll U U ._ o / O w o � � I ND oQC) 0 oho N 7) / � C 0� o� 0 - a Li °) UOI LLJ ---O O Q Q J J J i� C 10 9 8 7 6 i - - 3 2 CIRCULAR D = 14 °50'06" Da = 38° 11 '50" CD = S 82° 18'32" W V 5.0 T = 19.53 R = 150.00 E HORIZONTAL SCALE'- S 4.0 L = 38.84 R C > 3.0 1 „ =50' C = 38.73 T 1 L 5 2.0 S N o U0 o PI Sta 2 +61.37 = C L, 0 1 = 14 °50'06 "L A ° 0 PC Sta = 2 +41.84 L PT Sto = 2 +80.68 = 14 °50'06" cs c� W1,.ND LL WA )POSED � Z UMN Co co Da 905 10' For installation of Storm Mains, Water Mains, Sanitary Mains, Water CD = S 82'51'21" E 905 5.0 Service Laterals, Sanitary Sewer Laterals under City streets, regardless T = 19.53 HORIZONTAL SCALE. of the jurisdiction of the utility, the minimum cover from the top of R = 150.00 R S. 4.o 905 the installed pavement to the to of the installed pipe shall be the P P P P Q I_ = 38.84 > 3.o pavement section thickness (all bituminous and aggregate material Q = 38.73 IC A - 2.0 o N o o 905 above the subgrade) plus 1 -0 . If the standard practice of the utility O . PI Sto = 5 +81.12 C L E CD �.o 900 that has jurisdiction over the installation has a more stringent cover I I = 14 °50'06 "R A 0 0 0 0 900 O St0 = 5 +61.59 L PT Sto = 6 +00.43 cc M 00 4,nnU'M0_kE CIRCLE O II 000 0 w O ° � r__ o r` o� 4 6 0000 900 0 Coo N II II W 895 w o w 895 EXISTING II II _J J LIJ Q o > 895 EXISTING Cr � ' a �' 890 GRADE 890 ,2 84 �t- 885 89O -0.51 0 885 PROPOSED 890 o o GRADE 0 o 0 . oM 00 880 II II 880 a0 II f- M w VPI ST 875 �� w 875 co GRADE VPI EL = 889.45 885 CD CD CURVE LEN = 100.00 + r7 [I CV co 885 0 0 870 II w 870 6 o - . 865 O co W 865 O LO N N rn CD rl� Ln co O r-_ CD I__ d- co C-) 00 Lf-) O rn O 860 " N co co 00 co 00 co Ln DO 00 co co C0 CO 00 00 co co I- Co 00 00 00 00 00 0-) 00 00 co co O 0) � 00 001 860 3 +50 3 +00 2 +50 2 +00 1+50 1+00 0 +50 0 +00 H 11 I 7 -REST: 894.50 0 - �o 0 o 4.- p,CV. = 14 °50'06" cs c� � a) co Lq ^ p )POSED � Z UMN Co co Da 18' 10' For installation of Storm Mains, Water Mains, Sanitary Mains, Water I +30.100= 0 +00.00 -� LO -C14 4 rte N.89043 School Bus Turnaround Sian Inv - 892.89 finv- 892.87 1910 • �I w CIRCULAR D = 14 °50'06" � MINIMUM COVER FOR PIPE CROSSINGS OF CITY STREETS Da = 38 °11'50" For installation of Storm Mains, Water Mains, Sanitary Mains, Water CD = S 82'51'21" E V 5.0 Service Laterals, Sanitary Sewer Laterals under City streets, regardless T = 19.53 HORIZONTAL SCALE. of the jurisdiction of the utility, the minimum cover from the top of R = 150.00 R S. 4.o 905 the installed pavement to the to of the installed pipe shall be the P P P P Q I_ = 38.84 > 3.o pavement section thickness (all bituminous and aggregate material C = 38.73 IC A - 2.0 o N o o 905 above the subgrade) plus 1 -0 . If the standard practice of the utility O . PI Sto = 5 +81.12 C L E CD �.o that has jurisdiction over the installation has a more stringent cover I I = 14 °50'06 "R A 0 0 requirement, the more stringent requirement shall govern. O St0 = 5 +61.59 L PT Sto = 6 +00.43 cc M 00 4,nnU'M0_kE CIRCLE O II 000 0 w 1910 • �I 6 3 4 3 2 • 7.4 \0 00 LEGEND U \6 \0 m cj - - - -- = RIGHT -OF -WAY LINE 0000 GEC. H = STORM SEWER LINE - = SWALE V-4 .�-i O V = SANITARY SEWER LINE M M 00 • = SANITARY SEWER MANHOLE x = FLOW DIRECTION �- = EXIST. CONTOURS W o = STORM BEEHIVE INLET 0 = STORM INLET T.C. = TOP OF CASTING U INV. = INVERT � RCP = REINFORCED CONCRETE PIPE A r�. PVC = POLYVINYLCHLORIDE SANITARY SEWER PIPE H M.H. = MANHOLE STR. = STRUCTURE E..� D. &U.E. = DRAINAGE AND UTILITY EASEMENT a R.D.E. = REGULATED DRAIN EASEMENT B.S.L. = BUILDING SETBACK LINE V.W. = VARIABLE WIDTH PROP. = PROPOSED O ME = MATCH EXISTING r TYP. = TYPICAL - - - = SUBSURFACE DRAIN AND SUMP LINE a --- = WATER LINE Q = CONCRETE END SEC11ON fl = FLOOD ROUTE � A = PROPOSED GRADE y z STM STR #700 = PROP. STORM STURCTURE NO. 14 W SAN STR #900 = PROP. SANITARY STURCTURE NO. = EXIST. TREELINE = PROPOSED FIRE HYDRANT O = PROPOSED WATER LINE VALVE v 857.3 = PROPOSED PAD GRADE M.F.P.G. = MINIMUM FLOOD PROTECTION GRADE 0 -.el w OF PADS. MINIMUM GRADE FOR ANY Z STRUCTURE OPENING (DOOR, WINDOW WELL, OUTSIDE BASEMENT STAIR p ACCESS, ETC.) C V A _ Ln zo w F as o o Ao � 0 zN � U w� P, A o A Q U Q a� w A 6Is '- 1 MO -� d v c. R L4 z 0 \\001XIIiiitrtii��i NO • 8827 • " STATE OF SIONAL ALLAN H. WEIHE P.E. 8827 z i w� s ^ C u r w R� O 8 a F O � C r c a J 4 e U a r a 1 u a a � H a SHEET NO. PROJECT NO. W04 -0826 U a.� w � 905 Q 905 O . C O cc M 00 900 O II 000 0 w ° � r__ o r` o� 4 6 900 0 Coo N II II W w EXISTING II II _J J LIJ Q o > 895 GRADE Cr � ' a �' 895 �t- 89O -0.51 0 890 a0 II PROPOSED VPI ST = 3 +04.88 �� w GRADE VPI EL = 889.45 885 CURVE LEN = 100.00 885 0 0 6 o - . O co W 880 " II 880 Cn w 875 875 870 870 O 00 Ln o7 I,- rn O C.0 Ln f� 11O N r- 0) 00 � N CD 00 Go Ln - c9 00 O N � Ln N-) O � N 0-) Q0 865 O O � � 00 O O � � O O � � O � � 00 � 00 00 6) O� 03 00 O O 0) 0) N 0) � N � � � � Lf0 � � LO Q0 � � I-- I,- � � 00 � 865 00 00 00 00 00 00 00 M co 00 00 00 00 co co 00 00 00 00 00 00 00 001 00 1 0 +00 0 +50 1+00 1+50 2 +00 2 +50 3 +00 3 +50 4 +00 4 +50 5 +00 5 +50 6 +00 6 +50 6 3 4 3 2 • 7.4 \0 00 LEGEND U \6 \0 m cj - - - -- = RIGHT -OF -WAY LINE 0000 GEC. H = STORM SEWER LINE - = SWALE V-4 .�-i O V = SANITARY SEWER LINE M M 00 • = SANITARY SEWER MANHOLE x = FLOW DIRECTION �- = EXIST. CONTOURS W o = STORM BEEHIVE INLET 0 = STORM INLET T.C. = TOP OF CASTING U INV. = INVERT � RCP = REINFORCED CONCRETE PIPE A r�. PVC = POLYVINYLCHLORIDE SANITARY SEWER PIPE H M.H. = MANHOLE STR. = STRUCTURE E..� D. &U.E. = DRAINAGE AND UTILITY EASEMENT a R.D.E. = REGULATED DRAIN EASEMENT B.S.L. = BUILDING SETBACK LINE V.W. = VARIABLE WIDTH PROP. = PROPOSED O ME = MATCH EXISTING r TYP. = TYPICAL - - - = SUBSURFACE DRAIN AND SUMP LINE a --- = WATER LINE Q = CONCRETE END SEC11ON fl = FLOOD ROUTE � A = PROPOSED GRADE y z STM STR #700 = PROP. STORM STURCTURE NO. 14 W SAN STR #900 = PROP. SANITARY STURCTURE NO. = EXIST. TREELINE = PROPOSED FIRE HYDRANT O = PROPOSED WATER LINE VALVE v 857.3 = PROPOSED PAD GRADE M.F.P.G. = MINIMUM FLOOD PROTECTION GRADE 0 -.el w OF PADS. MINIMUM GRADE FOR ANY Z STRUCTURE OPENING (DOOR, WINDOW WELL, OUTSIDE BASEMENT STAIR p ACCESS, ETC.) C V A _ Ln zo w F as o o Ao � 0 zN � U w� P, A o A Q U Q a� w A 6Is '- 1 MO -� d v c. R L4 z 0 \\001XIIiiitrtii��i NO • 8827 • " STATE OF SIONAL ALLAN H. WEIHE P.E. 8827 z i w� s ^ C u r w R� O 8 a F O � C r c a J 4 e U a r a 1 u a a � H a SHEET NO. PROJECT NO. W04 -0826 U a.� 0) 3 cn co N 00 0 0 0� 0 0 U LQ � O LL LLJ 0� u� B O (D N 0 v o L 06 T C3 / L D M LiJ m � � Q U W D I- �-- U O � } O J J n CL U Lro li` t" �l 1 CIRCULAR CIRCULAR - - 6 5 4 3 2 10 9 I 8 CD = S 84-12'46" E CD = S 84 E T = 15.93 T = 15.93 li` t" �l 1 A E 1.o PC Sta = 0 +67.66 L 0.0 PT Sta = 0 +98.69 PT Sta = 4+21.51 PT Sta = 6 +23.79 ED CR-A#, jA I I i I . I 910 ,8 899.0 ME I MINIMUM COVER FOR PIPE CROSSINGS OF CITY STREETS For installation of Storm Mains, Water Mains, Sanitary Mains, Water Service Laterals, Sanitary Sewer Laterals under City streets, regardless of the jurisdiction of the utility, the minimum cover from the top of the installed pavement to the top of the installed pipe shall be the pavement section thickness (all bituminous and aggregate material above the subgrade) plus 1' -0 ". If the standard practice of the utility that has jurisdiction over the installation has a more stringent cover requirement, the more stringent requirement shall govern. CIRCULAR CIRCULAR CIRCULAR D = 12'07'17" D = 11 °51'16" D = 12'07'17" Da = 38'11'50" Da = 38 °11'50" Da = 38 °11'50" °20'47" CD = S 84° 12'46" E CD = S 84-12'46" E CD = S 84 E T = 15.93 T = 15.93 T = 15.57 R = 150.00 V 5.0 R = 150.00 L =31.73 L = � 10.00 _ HORIZONTAL SCALE- 40 L = 31.03 C =31.67 C =31.67 RS r-50' C 3.0 C =30.98 PI Sta = 4 +05.70 PI 6+07.99 T PI Sta = 0 +83.23 "L = 12° 07' 17 "R -St1 07 L I L 5 2.0 0 C o C I= 11 °51'16 PC Sta = 3 +89.78 PC Sta = 5 +92.06 o A E 1.o PC Sta = 0 +67.66 L 0.0 PT Sta = 0 +98.69 PT Sta = 4+21.51 PT Sta = 6 +23.79 ED CR-A#, jA I I i I . I 910 ,8 899.0 ME I MINIMUM COVER FOR PIPE CROSSINGS OF CITY STREETS For installation of Storm Mains, Water Mains, Sanitary Mains, Water Service Laterals, Sanitary Sewer Laterals under City streets, regardless of the jurisdiction of the utility, the minimum cover from the top of the installed pavement to the top of the installed pipe shall be the pavement section thickness (all bituminous and aggregate material above the subgrade) plus 1' -0 ". If the standard practice of the utility that has jurisdiction over the installation has a more stringent cover requirement, the more stringent requirement shall govern. 5 I 4 7 I 6 10 9 8 3 910 905 900 895 1 • .� �O 00 Cn LEGEND ` • ° w - - - -- = RIGHT -OF -WAY LINE 0000 0000 STORM SEWER LINE � t-: p0 U - - = SWALE = SANITARY SEWER LINE M Cn 00 • = SANITARY SEWER MANHOLE x = FLOW DIRECTION EXIST. CONTOURS w a 0 = STORM BEEHIVE INLET o = STORM INLET V T.C. = TOP OF CASTING hh--11 INV. = INVERT A RCP = REINFORCED CONCRETE PIPE z PVC = POLYVI NYLCH LORI DE SANITARY SEWER PIPE M.H. = MANHOLE a STR. = STRUCTURE D. &U.E. = DRAINAGE AND UTILITY EASEMENT a R.D.E. = REGULATED DRAIN EASEMENT B.S.L. = BUILDING SETBACK LINE V.W. = VARIABLE WIDTH t PROP. = PROPOSED Q ME = MATCH EXISTING �s }+ TYP. = TYPICAL - - - = SUBSURFACE DRAIN AND SUMP LINE a ---- -- = WATER LINE Q = CONCRETE END SECTION p = FLOOD ROUTE 00 A 000.0 = PROPOSED GRADE 'j x STM STR #700 = PROP. STORM STURCTURE NO. SAN STR #900 = PROP. SANITARY STURCTURE NO. = EXIST. TREELINE = PROPOSED FIRE HYDRANT O W ® = PROPOSED WATER LINE VALVE U 857.3 = PROPOSED PAD GRADE Q M.F.P.G. = MINIMUM FLOOD PROTECTION GRADE WWI w OF PADS. MINIMUM GRADE FOR ANY z • STRUCTURE OPENING (DOOR, WINDOW tn �-•� WELL, OUTSIDE BASEMENT STAIR �O ACCESS, ETC.) c7 N Ln zo w04 Q 0 �m z CD o��o �� w H a Qo A U Q �a H A N z O H. ' N0. ' • 8827 • .. STATE OF 0S . !NDIANP.G�``�� S/ONAL ' / / ///IllI1111100 ALLAN H. WEiHE P.P. 8827 Cn r I` o U � 0 • Q W � � Q � O a � E O t P SHEET NO. 9 A c' a 1 0 PROJECT NO. W04 -0826 2 1 1 111 U =BMW 1. 5 i 90 i Q , O�001 O 00� + 001 90 0 0 II 00 w EXISTING T- 0 W 7 I GRADE 00 CIA CV r 00 N ►'-) LO O U-) 00 + T) co 00 895 I► + CO + II Q J W Q J W U J W (n / CO O 890 EXISTING Cn > W 00 'ao GRADE > PROPOSED II Q iI \-_ GRADE can w II 885 I� PROPOSED I GRADE VPI STA = +35.28 o O � I � VPI ED = 8E4.00 .880 0 o oo O i Q J LJ i I II 875 ' 870 ,I I I I 00 � N �' O Q0 N; O O N' 6�� N �p � r- O r� N d d- r r� N �O 6� O 6� I� 00 orJ 00 cfl 00 r� O c9 N 00 d Cpl O� . 00 N r� d- O i� QO 0 N 00 C 00 865 00 00 00 00 00 00 00 ' 00 00 ! 00 00 00 � Ln \ ' 00 Ln LIB 0 0 Ln o o o ! o 00 00 co , 00 � ' 6 7 +00 7 +50 o ' 8 +00 8 +50 0 +00 0 +50 1 +00 1 +50 2 +00 2 +50 3 +00 3 +50 4 +00 4 +50 5 +00 5 +50 6 +00 +50 5 I 4 7 I 6 10 9 8 3 910 905 900 895 1 • .� �O 00 Cn LEGEND ` • ° w - - - -- = RIGHT -OF -WAY LINE 0000 0000 STORM SEWER LINE � t-: p0 U - - = SWALE = SANITARY SEWER LINE M Cn 00 • = SANITARY SEWER MANHOLE x = FLOW DIRECTION EXIST. CONTOURS w a 0 = STORM BEEHIVE INLET o = STORM INLET V T.C. = TOP OF CASTING hh--11 INV. = INVERT A RCP = REINFORCED CONCRETE PIPE z PVC = POLYVI NYLCH LORI DE SANITARY SEWER PIPE M.H. = MANHOLE a STR. = STRUCTURE D. &U.E. = DRAINAGE AND UTILITY EASEMENT a R.D.E. = REGULATED DRAIN EASEMENT B.S.L. = BUILDING SETBACK LINE V.W. = VARIABLE WIDTH t PROP. = PROPOSED Q ME = MATCH EXISTING �s }+ TYP. = TYPICAL - - - = SUBSURFACE DRAIN AND SUMP LINE a ---- -- = WATER LINE Q = CONCRETE END SECTION p = FLOOD ROUTE 00 A 000.0 = PROPOSED GRADE 'j x STM STR #700 = PROP. STORM STURCTURE NO. SAN STR #900 = PROP. SANITARY STURCTURE NO. = EXIST. TREELINE = PROPOSED FIRE HYDRANT O W ® = PROPOSED WATER LINE VALVE U 857.3 = PROPOSED PAD GRADE Q M.F.P.G. = MINIMUM FLOOD PROTECTION GRADE WWI w OF PADS. MINIMUM GRADE FOR ANY z • STRUCTURE OPENING (DOOR, WINDOW tn �-•� WELL, OUTSIDE BASEMENT STAIR �O ACCESS, ETC.) c7 N Ln zo w04 Q 0 �m z CD o��o �� w H a Qo A U Q �a H A N z O H. ' N0. ' • 8827 • .. STATE OF 0S . !NDIANP.G�``�� S/ONAL ' / / ///IllI1111100 ALLAN H. WEiHE P.P. 8827 Cn r I` o U � 0 • Q W � � Q � O a � E O t P SHEET NO. 9 A c' a 1 0 PROJECT NO. W04 -0826 2 1 1 111 U =BMW 1. 5 �n Q) ■ U 7 6 5 4 10 9 8 CIRCULAR D = 17 °40' 1 1 " Da = 38 °11'50" CD = S 80 °51'58" E T = 23.31 R = 150.00 L = 4 6.2 6 C = 46.08 PI Sta = 0 +87.17 1 = 17 °40' 1 11 PC Sta = 0 +63.86 PT Sto = 1 + 10.12 CIRCULAR D = 89 °55' 16" Do = 22 °55'06" CD = S 44 °44'25" E T = 249.66 R = 250.00 L = 392.35 C = 353.31 PI Sto = 5 +50.98 1 = 89'55'16"R PC Sto = 3 +01.33 PT Sto = 6 +93.68 N V 5.0 ES 4.0 HORIZONTAL SCALE: R C ' 3.0 T I L5 2.0 g N � o C, , A E i.o T 0.0 915 910 905 •11 ii 1 1875 71 (J1 N w 0 C U 870 o / II, O w N d °a o Co o� J N � / - C ° + L ..�wm �o W Lo J Q < d UJ o� requirement, the more stringent requirement snail govern. I) �e 10 o V v w qTV 00 Goo x M M 00 x w a V H z I� a W 0000 H g400 V� t� O W z • kn 0 kn o V c� `C' I A _ 0 00 1 H� z O zN C7 3� c7 U � ,...., w Qo A Q U Q o� w H A Q 4R QIV N-8 Q o I j4B PE U) �r, C) I I I I O 915 p� \1VIII1111 / /// --P o N o P W ! Edo.. y� •�> ! J N0. I II W - • W • 8827 - _ 910 Q j ! c W _ cn `.. STATE OF j j _ PI EL 905.00 � P.. O Q p o VPI STA +87.00 EXISTING ''� `S'T L O ,--+ ° VPI = 9 3.75 GRADE CURVE LEN = 100.00 ''NAII,�\\``\�� o RVE LEN - 00.00 00 ! I ! 00 , � 905 II + ALLAN H. WEIHP P.E. 8827 1 Q �I I cn Q w > I I � � PROPOSED �! cn v I II a. GRADE ' EXISTING > 0 900 GRADE ! W cy) CD j o CC) r` 00 � O � CV ! co O O r1r p o O O p / + d 00j rn Q co �n rn O II II O II i II 895 O 00 VP S A 1 +10.0 + II + 00 Q cc O 11 VPI F = gql no Q) Q (n W a n ' (7 W W VP I T A 5 +65.0 II a CURV . 1 . cn J N + 'L' 896-00 > > > O cn PROPOSED cn w > > cn O CURE LEN = 10 .00 GRADE �+ � � � � �� w 890 r I > > '� ! i I I I 1 I I I I. I i ! 5 885 t I'I I i t `n f i i rn ! I I c I ' J O ] + 00 j W 880 G � I r CO II !i, o I E I 1 0 J I II i Ln W 1 c U 7 (L > ! 875 a I ! !, 0 1� f 00 I� N O� cfl O� cD cD N cD � ! Ln Ln cfl cD N O� O r� CO N r� f� ! N N N O� N 00 ! O O� I� O N �� 6) I) O �D N � O C.D N 00 n O 0) O N 00 00 00 �O r N A O G � �I O� �,I � �I �' O7 O O O O O O O O O O O O O, O O O O O O O O O O O O t c 00 00 00 00 !, pD ! 00 p0 00 00 00 GYJ 00 00 00 00 00 00 O 0� U`� O M � 61 O O� O� O� 67 61 O� 1 0--) 67 i i CT's •8 -70 p� 00 00 00 001 00 00I 00 00 00 + 8 +50 9 +00 9 +50 10 +00 10 +50 11+00 11+50 12 +00 12 +50 13 +00 13 +50 r _�.t, -.,_� �•' =�� _� ` 1+50 2 +00 2 +50 3 +00 3 +50 4 +00 4 +50 5 +00 5 +50 6 +00 6 +50 7 +00 7 +50 8 00 0 +00 0 +50 1 +00 ��;.� pi ",.yzs q: ¢:` �g � SHEET NO. fu Wjt PROJECT NO. W04 -0826 i[7 0 7 6 J 4 3 L a� U a�� LEGEND - - - -- = RIGHT -OF -WAY LINE = STORM SEWER LINE CIRCULAR - - = SWALE D = 16 °04'0 1 = SANITARY SEWER LINE • = SANITARY SEWER MANHOLE Do = 38° 11 50 = FLOW DIRECTION CD = S 08'15'13" W �- = EXIST. CONTOURS - T - ? 1.17 0 = STORM BEEHIVE INLET ❑ = STORM INLET R = 150.00 T.C. = TOP OF CASTING L = 42.06 INV. RCP = INVERT = REINFORCED CONCRETE PIPE C = 41.93 PVC = POLYVINYLCHLORIDE SANITARY SEWER PIPE PI Sto = 12 +61.96 M.H. STIR. = MANHOLE STRUCTURE I = 1 6 °04'01' R = / D. &U.E. = DRAINAGE AND UTILITY EASEMENT PC Sto = 12 +40.79 R.D.E. = REGULATED DRAIN EASEMENT PT Sto = 12 +82.85 B.S.L. = BUILDING SETBACK LINE V.W. = VARIABLE WIDTH PROP. = PROPOSED ME = MATCH EXISTING TYP. = TYPICAL - - - = SUBSURFACE DRAIN AND SUMP LINE w = WATER LINE Q = CONCRETE END SECTION oo/ = FLOOD ROUTE 000.0 PROPOSED GRADE STM STIR #700 = PROP. STORM STURCTURE NO. / SAN STIR #900 = PROP. SANITARY STURCTURE NO. = EXIST. TREELINE O' oo / = PROPOSED FIRE HYDRANT PROPOSED WATER LINE VALVE PROPOSED PAD GRADE M.F.P.G. = MINIMUM FLOOD PROTECTION GRADE oh' o OF PADS. MINIMUM GRADE FOR ANY STRUCTURE OPENING (DOOR, WINDOW .............. WELL, OUTSIDE BASEMENT STAIR ACCESS, ETC.) 10 o V v w qTV 00 Goo x M M 00 x w a V H z I� a W 0000 H g400 V� t� O W z • kn 0 kn o V c� `C' I A _ 0 00 1 H� z O zN C7 3� c7 U � ,...., w Qo A Q U Q o� w H A Q 4R QIV N-8 Q o I j4B PE U) �r, C) I I I I O 915 p� \1VIII1111 / /// --P o N o P W ! Edo.. y� •�> ! J N0. I II W - • W • 8827 - _ 910 Q j ! c W _ cn `.. STATE OF j j _ PI EL 905.00 � P.. O Q p o VPI STA +87.00 EXISTING ''� `S'T L O ,--+ ° VPI = 9 3.75 GRADE CURVE LEN = 100.00 ''NAII,�\\``\�� o RVE LEN - 00.00 00 ! I ! 00 , � 905 II + ALLAN H. WEIHP P.E. 8827 1 Q �I I cn Q w > I I � � PROPOSED �! cn v I II a. GRADE ' EXISTING > 0 900 GRADE ! W cy) CD j o CC) r` 00 � O � CV ! co O O r1r p o O O p / + d 00j rn Q co �n rn O II II O II i II 895 O 00 VP S A 1 +10.0 + II + 00 Q cc O 11 VPI F = gql no Q) Q (n W a n ' (7 W W VP I T A 5 +65.0 II a CURV . 1 . cn J N + 'L' 896-00 > > > O cn PROPOSED cn w > > cn O CURE LEN = 10 .00 GRADE �+ � � � � �� w 890 r I > > '� ! i I I I 1 I I I I. I i ! 5 885 t I'I I i t `n f i i rn ! I I c I ' J O ] + 00 j W 880 G � I r CO II !i, o I E I 1 0 J I II i Ln W 1 c U 7 (L > ! 875 a I ! !, 0 1� f 00 I� N O� cfl O� cD cD N cD � ! Ln Ln cfl cD N O� O r� CO N r� f� ! N N N O� N 00 ! O O� I� O N �� 6) I) O �D N � O C.D N 00 n O 0) O N 00 00 00 �O r N A O G � �I O� �,I � �I �' O7 O O O O O O O O O O O O O, O O O O O O O O O O O O t c 00 00 00 00 !, pD ! 00 p0 00 00 00 GYJ 00 00 00 00 00 00 O 0� U`� O M � 61 O O� O� O� 67 61 O� 1 0--) 67 i i CT's •8 -70 p� 00 00 00 001 00 00I 00 00 00 + 8 +50 9 +00 9 +50 10 +00 10 +50 11+00 11+50 12 +00 12 +50 13 +00 13 +50 r _�.t, -.,_� �•' =�� _� ` 1+50 2 +00 2 +50 3 +00 3 +50 4 +00 4 +50 5 +00 5 +50 6 +00 6 +50 7 +00 7 +50 8 00 0 +00 0 +50 1 +00 ��;.� pi ",.yzs q: ¢:` �g � SHEET NO. fu Wjt PROJECT NO. W04 -0826 i[7 0 7 6 J 4 3 L a� U a�� Q) 0 0 3 u� N O O L 0 0 w N � 00 ono �a N� p O o o i E �wm z �o OF �w �w \� oQQo J J Q A H - 5 4 3 r -7 6 9 I 8 L I CIRCULAR D = 23 °32'57" Da = 38° 11 50 = 23 °34'07" CD = S 78 °27'36" E CD T = 31.27 = 31.29 R = 150.00 L L = 61.65 = 61.27 C = 61.22 1 = PI Sta = 0 +72.00 Sta = 3 +80.27 = 23 °32'57 "R PI PC Sta = 0 +40.73 - PT Sta = 1+02-38 PC V 5.0 HORIZONTAL SCALE. ES 4.0 C R ' 3.0 TA= 1 2.0 2.o g N a � o CIRCULAR D = 23 °34'07" Da = 38 °11'50" CD = S 78 °28' 11" E T = 31.29 R = 150.00 L = 61.70 C = 61.27 PI Sta = 4+11.56 1 = 23 °34'07 "L PC Sta = 3 +80.27 PT Sta = 4 +41.97 CIRCULAR D D = 90 °20'33" = 38 °11'50" Do = 38 °11'50" T CD = S 45 °04'58" E = 150.00 T = 150.90 C R = 150.00 Sta = 10 +-07.68 L = 236.52 PC C = 212.77 Sto = 10 +70.05 PI Sta = 8 +16.24 °20'33 "R L - 90 = MANHOLE PC Sta = 6 +65.34 40' BSS PT Sta = 9 +01.86 = REGULATED DRAIN EASEMENT - I = 28 °09'52 "L V.W. PC Sta = 12 +33.89 = PROPOSED PT Sto = 13 +07.63 TYP. 20' D. &L - - - c �01 X 1, 9 AI CIRCULAR D = 51 °23'26" Do = 38 °11'50" CD = S 25 °47'01" W T = 72.17 R = 150.00 L = 134.54 C = 130.08 PI Sta = 10 +-07.68 = 51 °23'26 "R PC Sto = 9 +35.51 PT Sto = 10 +70.05 33 +00 910.38 PT 32 +71.00 910. 2 1 1 LEGEND - - - -- CIRCULAR = STORM SEWER LINE D = 28 °09'52" = SANITARY SEWER LINE Da = 38 °11'50" = FLOW DIRECTION CD = S 37 °23'48" W �j = STORM BEEHIVE INLET T = 37.63 T.C. = TOP OF CASTING R = 150.00 RCP = REINFORCED CONCRETE PIPE L = 73.73 M.H. = MANHOLE C = 72.99 40' BSS PI Sto = 12 +71.52 = REGULATED DRAIN EASEMENT - I = 28 °09'52 "L V.W. PC Sta = 12 +33.89 = PROPOSED PT Sto = 13 +07.63 TYP. 20' D. &L - - - = SUBSURFACE DRAIN AND SUMP LINE 9i = WATER LINE 33 +00 910.38 PT 32 +71.00 910. 2 1 1 LEGEND - - - -- = RIGHT -OF -WAY LINE = STORM SEWER LINE - - = SWALE = SANITARY SEWER LINE • = SANITARY SEWER MANHOLE = FLOW DIRECTION �- = EXIST. CONTOURS 0 = STORM BEEHIVE INLET o = STORM INLET T.C. = TOP OF CASTING INV. = INVERT RCP = REINFORCED CONCRETE PIPE PVC = POLYVINYLCHLORIDE SANITARY SEWER PIPE M.H. = MANHOLE STR. = STRUCTURE D. &U.E. = DRAINAGE AND UTILITY EASEMENT R.D.E. = REGULATED DRAIN EASEMENT B.S.L. = BUILDING SETBACK LINE V.W. = VARIABLE WIDTH PROP. = PROPOSED ME = MATCH EXISTING TYP. = TYPICAL - - - = SUBSURFACE DRAIN AND SUMP LINE W = WATER LINE Q = CONCRETE END SECTION FLOOD ROUTE 000.0 = PROPOSED GRADE STM STIR #700 = PROP. STORM STURCTURE NO. SAN STR #900 = PROP. SANITARY STURCTURE NO. = EXIST. TREELINE = PROPOSED FIRE HYDRANT = PROPOSED WATER LINE VALVE 857.3 = PROPOSED PAD GRADE M.F.P.G. = MINIMUM FLOOD PROTECTION GRADE OF PADS. MINIMUM GRADE FOR ANY STRUCTURE OPENING (DOOR, WINDOW WELL, OUTSIDE BASEMENT STAIR ACCESS, ETC.) MINIMUM COVER FOR PIPE CROSSINGS OF CITY STREETS For installation of Storm Mains, Water Mains, Sanitary Mains, Water Service Laterals, Sanitary Sewer Laterals under City streets, regardless of the jurisdiction of the utility, the minimum cover from the top of the installed pavement to the top of the installed pipe shall be the pavement section thickness (all bituminous and aggregate material above the subgrade) plus 1' -0 ". If the standard practice of the utility that has jurisdiction over the installation has a more stringent cover requirement, the more stringent requirement shall govern. V-4 NO 00 E NO H \o (R U w 47 IV i 000011 by . W U M Cn 00 w a V Q �z a .M V1 „i Q a� 000 54 > � x4 �4 W O� U� o� z z h O V7 O c7 N A j.; o Ln °z0 WH Q �'° �m U) CD a. A o Q A U A x A U) 0 C E 1.o / / \\ - % / \ \ \ .. �� iii .o . �� -- ��\ \\ � � ., �� a- \\ / /.. /� � p,N H. Iv L 0.0 PgiHAM N0. I 8827 , w I 925 - - z j STATE OF : �� I i 0 / \� 1 1 O II O O � � I'I I I� O O 920 ALLAN H. WEIHE P.E. 8827 I 920 ii co LO co Q co �I Ln II n 0 0 0 n �o i 00 M 915 I II II II ,I J v] W w w - o _ �- E- U t/") cn o a. EXISTING , 915 o a.. U j VPI EL 910.00 j o U > J > GRADE O I J i = 100.00 o+ ! CURVE EN II J I I � .� � 910 I Q w 'I EXISTING �- I GRADE - -- 5 �o 0.55 910 I � � i � II PROPOSED _ GRADE 9O 1 VPI STA - 9 +01.58 I II 907.25 905 0 VPI EL I� C) j o N ° CURVE EN = 100.00 ° o 0 0 °. PROPOSED o � ►� ,r, LO N + p� + E a GRAD o� d- o M 900 �, Q, � I I � I II iI W I' n Q 900 'I � I I o J Ln W U Cn � U _ _ > > Q A 895 W I i F� I Z 00 895 ~c I I I �I li v 0 I 890 0 I 890 ! ! H 0 n O W -- I N CO � II I CD CO Ln 00 C) I - _ � c-- , rO O� a0 O r� cD N �t cN0 oo O N r� j cfl I� 0� O N ',I A O W I � � � I � ' CWT oo �n rOj o cg o O 6, c� 0 0? 00 �_ 00 00 00 03 03 r, o o !I o o o o O o O o 0 o o 0 0 0 885 a H 00 N CD O CO CO C0 00 CO 6) O� O� 6� L.c .. O COI o0 001 CD O O O O O O W o O 00 O o O O O O O O O O O� 6� O� � O� 0 �O Q O O O O O 0 6, 6� CD O CD O O O O O O O O O O �' 8 +50 9 +00 9 +50 10 +00 10 +50 11 +00 11 +50 12 +00 12 +50 13 +00 13 +50 ° 885 6 +50 7 +00 7 +50 8 +00 0 _ f� 2 +50 3 +GO 3 +50 4 +00 4 +50 5 +00 5 +50 6 +0 � �, r_ _,�� >;�ii �;� � SHEET NO. 1 +50 2 +00 0 +50 1 +00 0 +00 F 12 PROJECT NO. W04 -0826 Q) ffel NI 1& 7 [7 5 4 3 2 5 4 3 2 10 9 7 8 6 �d 1 o� c rn' 1 ;yon9 930 VIR 920 915 910 905 i• i•1 6 MINIMUM COVER FOR PIPE CROSSINGS OF CITY STREETS For installation of Storm Mains, Water Mains, Sanitary Mains, Water Service Laterals, Sanitary Sewer Laterals under City streets, regardless of the jurisdiction of the utility, the minimum cover from the top of the installed pavement to the top of the installed pipe shall be the pavement sectiul-, thickness (all bituminous and aggregate material above the subgrade) plus 1' -0 ". If the standard practice of the utility that has jurisdiction over the installation has a more stringent cover requirement, the more stringent requirement shall govern. 3 O" t\ QD O� 9.7-'tIf o 'O Z 882.8 8 ME 882.53 882.50 383.0 ME , 882.8 , 884.0 V 0-15.0 � VIII ES 4.0 HORIZONTAL SCALE. - R 1-=50, T C >. 3.0 I L 5 2.0 0 N o r- o C 1.0 1.0 A L 0.0 `\ O 8 N 0 a c r-� o Irn i CIRCULAR D = CIRCULAR Da = = 38° 11 ' 50" CD = = N 86 °52'41 " W T = = 7.60 D = 05 °14'24" = 150.00 L = = 15.19 C = = 15.19 PI S Do = 38'11'50" 1 = 0 05 °48' 12 "L PC S Sto = 0 +42.06 PT S Sto = 0 +57.25 CD = N 76'19'58" E T = 6.86 V 5.0 R = 50.00 E 4.0 HORIZONTAL SCALE: L = 13.72 s R C r =50' C = 13.71 > 3.0 PI Sta = 0 +73.74 5 2.0 0 LO 0 LO I `4 - L 0 N Ul) L 0 CD I= 05° 14'24 "L C 1.0. PC Sta = 0 +66.88 A 0.0 PT Sto = 0 +80.60 L W T �N N CoLE I .0oTR Q 930 o a� O�00i 925 • >> I o0 0 °• j V�w Cn ! (7) cw �I ', I + on I ►,� II 0 i 92 0 III I I Q LLJ (1) O O o II I PI STA = 2+80.00 II I PI ELI = 912.45 Q w ; 91 5 CURVE 'LEN - 100.00 j PROPOSED GRADE I -0. 0, J j 0.56 %, ^ 9 I i EXISTING GRADE °o, I ! + N N °° O N 905 �I I III � N p � II N T II rry = O� II. � II d (/7 IJ (P) W II Q (n W 900 >� > _ _ _ _ > > I I i 895 I I 890 W CD 00 C) r� LO U-) 00 O CD i N N N N N N N 885 oa- o ! o�i �, �; � 2J° 0 +00 0 +50 1+50 2 +00 2 +50 3 +00 3 +50 4 +00 1 +00 w3� �-o > N C 00 Q) LQ O U O d ON 7m) O 7D p o � N v z :3 ..�wm Z �o 0 LLJ UO r �O oa aJ -7 10 9 930 VIR 920 915 910 905 i• i•1 6 MINIMUM COVER FOR PIPE CROSSINGS OF CITY STREETS For installation of Storm Mains, Water Mains, Sanitary Mains, Water Service Laterals, Sanitary Sewer Laterals under City streets, regardless of the jurisdiction of the utility, the minimum cover from the top of the installed pavement to the top of the installed pipe shall be the pavement sectiul-, thickness (all bituminous and aggregate material above the subgrade) plus 1' -0 ". If the standard practice of the utility that has jurisdiction over the installation has a more stringent cover requirement, the more stringent requirement shall govern. 3 O" t\ QD O� 9.7-'tIf o 'O Z 882.8 8 ME 882.53 882.50 383.0 ME , 882.8 , 884.0 V 0-15.0 � VIII ES 4.0 HORIZONTAL SCALE. - R 1-=50, T C >. 3.0 I L 5 2.0 0 N o r- o C 1.0 1.0 A L 0.0 `\ O 8 N 0 a c r-� o Irn i CIRCULAR D = = 05 °48' 12" Da = = 38° 11 ' 50" CD = = N 86 °52'41 " W T = = 7.60 R = = 150.00 L = = 15.19 C = = 15.19 PI S Sto = 0 +49.66 1 = 0 05 °48' 12 "L PC S Sto = 0 +42.06 PT S Sto = 0 +57.25 LA �1Li 905 W 900 900 O � O p p f�i 895 + 00 895 II W > Q, O w H 1�4 890 890 PROPOSED GRADE 885 -2.19 0 885 EXISTING GRADE 880 ° 0 880 O . + O 00 II II (n W 875 0 875 0 L + N N 00 II II 870 � W 870 865 865 N-) O O LO N 00 N 00 N - LO Ln Q r-- 860 co 00 00 00 00 00 00 860 DD 00 00 00 00 00 00 00 00 2 +00 1 +50 1 +00 0 +50 0 +00 4 3 2 1 • 7-4%0 00 V1 LEGEND ` • M w - - - -- = RIGHT -OF -WAY LINE 0000 0000 q = STORM SEWER LINE t-z t-Z p - = SWALE 1-4 T-4 O = SANITARY SEWER LINE ch Cn 00 • = SANITARY SEWER MANHOLE 1^� = FLOW DIRECTION �- = EXIST. CONTOURS Ir w a 0 = STORM BEEHIVE INLET o = STORM INLET U T.C. = TOP OF CASTING INV. = INVERT A RCP = REINFORCED CONCRETE PIPE PVC = POLYVI NYLCH LORI DE SANITARY SEWER PIPE z M.H. = MANHOLE STIR. = STRUCTURE 0 D. &U.E. = DRAINAGE AND UTILITY EASEMENT QI R.D.E. = REGULATED DRAIN EASEMENT B.S.L. = BUILDING SETBACK LINE �. V.W. = VARIABLE WIDTH PROP. = PROPOSED a O ME = MATCH EXISTING TYP. = TYPICAL - - - = SUBSURFACE DRAIN AND SUMP LINE a --W - = WATER LINE w Q = CONCRETE END SECTION ><%1 p = FLOOD ROUTE �No A 000.0 = PROPOSED GRADE x z STM STIR #700 = PROP. STORM STURCTURE NO. SAN STR #900 = PROP. SANITARY STURCTURE NO. = EXIST. TREELINE = PROPOSED FIRE HYDRANT O W ® = PROPOSED WATER LINE VALVE V 857.3 = PROPOSED PAD GRADE Q M.F.P.G. = MINIMUM FLOOD PROTECTION GRADE WWI z OF PADS. MINIMUM GRADE FOR ANY z • STRUCTURE OPENING (DOOR, WINDOW k WELL, OUTSIDE BASEMENT STAIR O ACCESS, ETC.) O V v N Ln CO J OZo � A �\ A� CCD z U W� O C7 0 Cn Q H U A W W E-� Q A 0 \,P'N N0. _ • 8827 = STATE OF 0. S10NAI. 'C* \\\`\`� ALLAN H. WEIHE P.E. 8827 . V 1 r�r F C 0 C U G o G Rl I` SHEET NO. 13 PROJECT NO. W04 -0826 U a: r.. L. ® 0 PROPOSED GRADE 885 -2.19 0 885 EXISTING GRADE 880 ° 0 880 O . + O 00 II II (n W 875 0 875 0 L + N N 00 II II 870 � W 870 865 865 N-) O O LO N 00 N 00 N - LO Ln Q r-- 860 co 00 00 00 00 00 00 860 DD 00 00 00 00 00 00 00 00 2 +00 1 +50 1 +00 0 +50 0 +00 4 3 2 1 • 7-4%0 00 V1 LEGEND ` • M w - - - -- = RIGHT -OF -WAY LINE 0000 0000 q = STORM SEWER LINE t-z t-Z p - = SWALE 1-4 T-4 O = SANITARY SEWER LINE ch Cn 00 • = SANITARY SEWER MANHOLE 1^� = FLOW DIRECTION �- = EXIST. CONTOURS Ir w a 0 = STORM BEEHIVE INLET o = STORM INLET U T.C. = TOP OF CASTING INV. = INVERT A RCP = REINFORCED CONCRETE PIPE PVC = POLYVI NYLCH LORI DE SANITARY SEWER PIPE z M.H. = MANHOLE STIR. = STRUCTURE 0 D. &U.E. = DRAINAGE AND UTILITY EASEMENT QI R.D.E. = REGULATED DRAIN EASEMENT B.S.L. = BUILDING SETBACK LINE �. V.W. = VARIABLE WIDTH PROP. = PROPOSED a O ME = MATCH EXISTING TYP. = TYPICAL - - - = SUBSURFACE DRAIN AND SUMP LINE a --W - = WATER LINE w Q = CONCRETE END SECTION ><%1 p = FLOOD ROUTE �No A 000.0 = PROPOSED GRADE x z STM STIR #700 = PROP. STORM STURCTURE NO. SAN STR #900 = PROP. SANITARY STURCTURE NO. = EXIST. TREELINE = PROPOSED FIRE HYDRANT O W ® = PROPOSED WATER LINE VALVE V 857.3 = PROPOSED PAD GRADE Q M.F.P.G. = MINIMUM FLOOD PROTECTION GRADE WWI z OF PADS. MINIMUM GRADE FOR ANY z • STRUCTURE OPENING (DOOR, WINDOW k WELL, OUTSIDE BASEMENT STAIR O ACCESS, ETC.) O V v N Ln CO J OZo � A �\ A� CCD z U W� O C7 0 Cn Q H U A W W E-� Q A 0 \,P'N N0. _ • 8827 = STATE OF 0. S10NAI. 'C* \\\`\`� ALLAN H. WEIHE P.E. 8827 . V 1 r�r F C 0 C U G o G Rl I` SHEET NO. 13 PROJECT NO. W04 -0826 U a: r.. L. ® 0 0 3 z LD N co O 0 C 0 E U N C, O N N OD O u c Lm z -moo o w 0 J 0 d 1 10 9 8 C) o� rn co � PROPOSED CN CN z PROPOSED 2' NON - COLUMN co � COLUMN VAR. 516HA6E ASPHALT PATH EASEMENT EASEMENT - 18' 10 18' . CIO c� 889 6 \ 291.0 1+30.00= S 8943_'36 W 888.170 `s+ 1 +00 D +00.00 _ 1 U.E. T 1 241.84' 1 +oo -- -T- - - �� 8 1.01 889.50 00 � Q1 C3 891.1 889.9 o 25' D. &U.E. ac o) 0 � I + co 86 o I 1.9 � 1 I l,� o o) co 1 1 -Z / 1 ��l cam, INTERSECTION DETAIL OVERBROOK DRIVE & ARUMORE CIRCLE / WENDELL WAY 1 " = 40' '0' B. S. L. 25' D. &U.E. 48 887.0 PC 0 +42.06 GLENV EW_LAN E C24 885.21 +00 886_ .36 r 25' D. & U. E. 30' B.S.L. �\ I Z\�j � / 73 INTERSECTION DETAIL OVERBROOK DRIVE & GLENVIEW LANE I 83 � 1 " = 40' 0' ninnil A/nE-CC E-CUT CUL -DE -SAC WENDELL WAY 10 1 9 10' ASPHALT PATH °o D. &U.E. Y °- '� S 89'43' 885.34 m 241.E 25' D. & 1 87 � l ' 1 / N r/- i 6 fIll'! o GO 888.4 1 � - - v �8•25,4988� 88 ►� 6 w 1 + 887.53 8 .45 6 PC 0+ C 13 00 -- � 6.66 oo / 887.54 PT 0 +98.69 - 00 CO I� - I + Ln 888.3 20' D. &U.E. tCD - c cid � i � 0c; 8 C + 00 90 Ln 00 � Q- I J 89 Lc) CQ I I N INTERSECTION DETAIL OVERBROOK DRIVE & BEAR CREEK WAY 1 " = 40' I I v .i% I loll L 65 � f. o �ti� I c�� II a�rP� N 894556 E � C79 IS' 0.4U.E. � 40 J] 904.01 LpC 0+40.73 D.&U.E. 64 � �Ili��`P�'� n � i I� i 50 R w' 1 I C.A. LLJ INTERSECTION DETAIL PEMBERTON LANE & PELHAM ROAD 1 " =40' G J 46 I � 4 25 D. &. UJ 1+60 HP C 16 1 +00 890.27 888 yo PT 1+10-12 890.57 891.55 H. C) 71 IN 72 INTERSECTION DETAIL OVERBROOK DRIVE & PEMBERTON LANE (NORTH) 1 " = 40' 9099 31��0 \ C \ 9 Og 8 12 CUL -DE -SAC DETAIL 7 ARUMORE CIRCLE 1 t2 401 1 / 4 � , 0 �0 / L) C) gyp. Xoo OD gyp. 3z -Aoo \ �s 0- JO X °0 rD INTERSECTION DETAIL OVERBROOK DRIVE & PELHAM ROAD 1" = 40' 3 I 2 I 1 I li 1 62 CD n � J + w om N o � o � o N 0 N I I -4- o N LO - - a' 16 903.6 ,N 902.90 25 +00 - - - -- - - - -6� - - - -- 903.14 P -C � S . �• 9 \ C 25 f - - -__\� 900.94 PC 25+12. 43 13 55.68 C _ 2 =� 99 9g pT 2S \ O 902.8 08 \ \ � \ J � \ \ 00 \ 905.4 \ \ 90687 60 \ 61 � INTERSECTION DETAIL OVERBROOK DRIVE & PEMBERTON LANE (SOUTH) • %D 00 �o o 3 V • 11, 11 h N 00 00 d' V.-, .-4 O M M 00 w a V A �z a w � a� a O V�1 A N xz w V� o� w z • in o� o V °zoo �m Q Q0 U Z `fly Z cn ° F U P. Q'= Q Q U Q �o \ d \ o � •s \ ° X •� 0 9 F X� \ ' Cori vof o� 6 _ C '�k80 60 i o \-p A 10 - - 88 PC 0 +6 g _ _ 6 ' 6 _ 1 910.89 � 20, p iv 911.5 �GISTER�O_..7y�` I r Np • _ 8827 • o QD °o 911.3 �` STATE OF 50 • IR /W o INTERSECTIONDETAIL ALLAN H. WE1HE P.E. 8827 OVERBROOK DRIVE & DUNELLEN CIRCLE 5 CUL -DE -SAC DETAIL DUNELLEN CIRCLE 1 " = 40' 4 3 f 2 1" = 40' LEGEND - - - -- = RIGHT -OF -WAY LINE = STORM SEWER LINE - = SWALE = SANITARY SEWER LINE • = SANITARY SEWER MANHOLE = FLOW DIRECTION �- = EXIST. CONTOURS 0 = STORM BEEHIVE INLET ❑ = STORM INLET l T.C. = TOP OF CASTING INV. = INVERT RCP = REINFORCED CONCRETE PIPE PVC = POLYVINYLCHLORIDE SANITARY SEWER PIPE M.H. = MANHOLE STR. = STRUCTURE D. &U.E. = DRAINAGE AND UTILITY EASEMENT R.D.E. = REGULATED DRAIN EASEMENT r B.S.L. = BUILDING SETBACK LINE T `.1 V.W. = VARIABLE WIDTH (�1 PROP. = PROPOSED ME = MATCH EXISTING TYR = TYPICAL - - - = SUBSURFACE DRAIN AND SUMP LINE W w = WATER LINE Q = CONCRETE END SECTION = FLOOD ROUTE = PROPOSED GRADE � STM STR #700 = PROP. STORM STURCTURE NO. O SAN STR #900 = PROP. SANITARY STURCTURE NO. z = EXIST. TREELINE O F--I = PROPOSED FIRE HYDRANT �r[--� = PROPOSED WATER LINE VALVE („) V 857.3 = PROPOSED PAD GRADE O � M.F.P.G. = MINIMUM FLOOD PROTECTION GRADE w �, OF PADS. MINIMUM GRADE FOR ANY A W STRUCTURE OPENING (DOOR, WINDOW WELL, OUTSIDE BASEMENT STAIR ACCESS, ETC.) 843.65 = TOP OF CURB (TOP PAtA SHEET NO. 843.32 = GUTTER F�LW`. =N� PROJECT NO. W04 -0826 i] C 3 Z Li �I N OJ O 0 / 11 o � U a w � � I N � CO d O O O onCD ow o wm Z :o 0 � -- Q 0 W U �o 0n 0 U n U M S I GNAGE SCHEDULE E 2: W20 -1 48X48 ROAD CONSTRUCTION AHEAD 2: W20 -1 48X48 END CONSTRUCTION 2: W20 -7 36X36 FLAGMAN AHEAD 2: W21 -5 130X30 SHOULDER WORK WITH FLASHERS 31: DRUM TYPE BARRICADES (INDOT SPEC 801.09) F SPACED AS NOTED. NOTE: "THE ADVANCE FLAGGER SIGN IS INTENDED FOR USE IN ADVANCE OF ANY POINT AT WHICH A FLAGGER HAS BEEN STATIONED TO CONTROL TRAFFIC THROUGH A CONSTRUCTION MAINTENANCE PROJECT." THE SIGN WILL ONLY BE IN PLACE WHEN THE FLAGGER IS WORKING THEIR STATION. " THE SIGN SHALL BE PROMPTLY REMOVED, COVERED, OR TURNED TO FACE AWAY FROM THE ROADWAY WHENEVER THE FLAGGER IS NOT AT THE STATION." THE FLAGPERSON SHALL MEET ALL REQUIREMENTS OF SECTION 6F, IN THE INDIANA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS DATED 1988 AND ALL SUBSEQUENT REVISIONS. THE BARRRICADES SHALL BE MOVED TO THE EDGE OF PAVEMENT AT TIMES OF NO CONSTRUCTION TO ALLOW FOR UNOBSTRUCTED TRAFFIC FLOW THROUGH THE CONSTRUCTION AREA. FENCING AND BARRICADES SHALL BE PLACED SO AS TO ENCOMPASS ANY EXPOSED TRENCH AREA AT TIMES OF NO CONSTRUCTION. FLAGGER AHEAD SIGNS TO BE COVERED OR TAKEN DOWN WHEN FLAGGERS NOT PRESENT. THE ROAD WORK AHEAD SIGN SHALL ALSO BE COVERED OR TURNED AWAY FROM THE ROADWAY AT TIMES OF NO CONSTRUCTION. THE MANTENANCE OF TRAFFIC SHALL CONFORM TO THE STANDARD SPECIFICATIONS OF THE INDIANA DEPARTMENT OF TRANSPORTATION STANDARD DETOUR SHEETS AND THE INDIANA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS DATED 1988 AND ALL SUBSEQUENT REVISIONS. ANY DROP OFF ADJACENT TO THE TRAVEL LANE WHICH EXCEEDS 4" MUST HAVE TYPE II DRUMS WITH TYPE 'A' FLASHERS SPACED EVERY 100'. 0 _ 3 2 � 8 7 I 6 5 4 MAINTENANCE OF TRAFFIC LEGEND O = Drum Type Barricades (INDOT Spec. 801.09) Spaced as Noted With Type C Steady Burn Lights. = Flagperson — Must meet Section 6F Requirements in the Indiana Manual on Uniform Traffic Control Devices for Streets and Highways — 1988 Q = ADVANCED WARNING SIGN MAINTENANCE OF TRAFFIC PLAN SOUTH ENTRANCE 141st STREET & OVERBROOK DRIVE NOTE: ALL PAVEMENT MARKINGS TO BE THERMOPLASTIC. ;F (n I o 00 N W SCALE: 1 " = 40' 0 20 40 80 0 I 7 0 SOUTH ENTRANCE DETAIL 141st STREET & OVERBROOK DRIVE 5 4 3 L V1, r f• lu- .-4 \D 00 T/1 U 1.06 vi ' W 0000000047 o M M 00 a U A �z a �O ay o � 00 A �z W � W O� U z C7 o z - z � C, ° gu z �Q Y oo . H X= O Q X� O S �� m nw 00 Q � oC CD �o� 4— �O c4=� F4 o �� LL. V oQ� V ICED ��Q Q MAINTENANCE OF TRAFFIC LEGEND O = Drum Type Barricades (INDOT Spec. 801.09) Spaced as Noted With Type C Steady Burn Lights. = Flagperson — Must meet Section 6F Requirements in the Indiana Manual on Uniform Traffic Control Devices for Streets and Highways — 1988 Q = ADVANCED WARNING SIGN MAINTENANCE OF TRAFFIC PLAN SOUTH ENTRANCE 141st STREET & OVERBROOK DRIVE NOTE: ALL PAVEMENT MARKINGS TO BE THERMOPLASTIC. ;F (n I o 00 N W SCALE: 1 " = 40' 0 20 40 80 0 I 7 0 SOUTH ENTRANCE DETAIL 141st STREET & OVERBROOK DRIVE 5 4 3 L V1, r f• lu- .-4 \D 00 T/1 U 1.06 vi ' W 0000000047 o M M 00 a U A �z a �O ay o � 00 A �z W � W O� U z C7 o z - z � C, ° gu ix w Q A 0 N H y' '''• P /'S' N0. ' • 8827 • ZZ .. STATE OF 0�`�. '!NDIANP.. / /JillIIIIIM0 ALLAN H. WE1HE P.E. 8827 z a U V w w w z z� w0� 0 U 0 x a z� o �F o a° M U N CA to > O V ~ U mot. N A C z 0 G1. SHEET NO. 15 PROJECT NO. W04 -0826 N Z o w w y Q —j �� m Ln F4 o z co V V ICED Q Q Q ix w Q A 0 N H y' '''• P /'S' N0. ' • 8827 • ZZ .. STATE OF 0�`�. '!NDIANP.. / /JillIIIIIM0 ALLAN H. WE1HE P.E. 8827 z a U V w w w z z� w0� 0 U 0 x a z� o �F o a° M U N CA to > O V ~ U mot. N A C z 0 G1. SHEET NO. 15 PROJECT NO. W04 -0826 1W U 0 3 Z W N co CD 0 0E 0 N w� i � U I N O O a, °O N O W J T� y zwm Z �o 0j 0 _g L-) 0- i 10 9 8 � 7 � 6 5 4 SIGNAGE SCHEDULE 2: W20 -1 48X48 ROAD CONSTRUCTION AHEAD 2: W20 -1 48X48 END CONSTRUCTION 2: W20 -7 36X36 FLAGMAN AHEAD 2: W21 -5 30X30 SHOULDER WORK WITH FLASHERS 31: DRUM TYPE BARRICADES (INDOT SPEC 801.09) SPACED AS NOTED. NOTE: "THE ADVANCE FLAGGER SIGN IS INTENDED FOR USE IN ADVANCE OF ANY POINT AT WHICH A FLAGGER HAS BEEN STATIONED TO CONTROL TRAFFIC THROUGH A CONSTRUCTION MAINTENANCE PROJECT." THE SIGN WILL ONLY BE IN PLACE WHEN THE FLAGGER IS WORKING THEIR STATION. " THE SIGN SHALL BE PROMPTLY REMOVED, COVERED, OR TURNED TO FACE AWAY FROM THE ROADWAY WHENEVER THE FLAGGER IS NOT AT THE - STATION." THE FLAGPERSON SHALL MEET ALL REQUIREMENTS OF SECTION 6F, IN THE INDIANA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS DATED 1988 AND ALL SUBSEQUENT REVISIONS. THE BARRRICADES SHALL BE MOVED TO THE EDGE OF PAVEMENT AT TIMES OF NO CONSTRUCTION TO ALLOW FOR UNOBSTRUCTED TRAFFIC FLOW THROUGH THE CONSTRUCTION AREA. FENCING AND BARRICADES SHALL BE PLACED SO AS TO ENCOMPASS ANY EXPOSED TRENCH AREA AT TIMES OF NO CONSTRUCTION. FLAGGER AHEAD SIGNS TO BE COVERED OR TAKEN DOWN WHEN FLAGGERS NOT PRESENT. THE ROAD WORK AHEAD SIGN SHALL ALSO BE COVERED OR TURNED AWAY FROM THE ROADWAY AT TIMES OF NO CONSTRUCTION. THE MANTENANCE OF TRAFFIC SHALL CONFORM TO THE STANDARD SPECIFICATIONS OF THE INDIANA DEPARTMENT OF TRANSPORTATION STANDARD DETOUR SHEETS AND THE INDIANA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS DATED 1988 AND ALL SUBSEQUENT REVISIONS. ANY DROP OFF ADJACENT TO THE TRAVEL LANE WHICH EXCEEDS 4" MUST HAVE TYPE II DRUMS WITH TYPE 'A' FLASHERS SPACED EVERY 100'. Ere 0 nJ r.r��e _ ; I~ 150' PASSING LANE 5 /8" Het .-.r 'our,, o. 3' bee __ l SUrfcce 16.5' Assumed North RIW Line MB \\ \ MB ,� z w �0 C T 500' f Z O 4-ZD 4- z vo U 00 N 3: W V CROSS HATCHED AREA INDICATES NEW PAVEMENT IN 146th STREET R \W 500' ± 100' TAPER 150' PASSING LANE Inv - 881.50 16 ' > .5 Assumed North R%W Line mod. MGM c� o Edge of Asphalt sAwcuT MISTING ASPHALT 14 6th STREET EDGE FOR WIDENING Edge of A phalt • - N EDGE-FOR-WIDENING--1 - - - - - - -100 100' TAPER 100' DECEL LANE ye 500' In - 880.80 cr, ■MB 100' TAPER 100' TAPER \`Q :ZE 0 r� 00 x a o � I X ( 0 � 2 NON ACCESS ESMT z VAR SIGNAGE CO U) �o I 10' ASPHALT PATH EASEMENT EASEMENT v c� I � o - ol o � - 0 18' 10 18' N O = � CA# �Q I o D. &U.E. 20' 20' II / v _ IAJ IA/ � +30.00= � s. WENDELL WAY N o +oo.00 -0 1+00 - - - -1 - -- } -- 50 R/W - - T- - 2 +00 - -- °° - 1 + {00 - - - � I 83 Q 4C 2+41.81 +80.68 II I> / 25 D. &U.E. S .� 25 B.S. + U - CD 86 + N J 105 85 MAINTENANCE OF TRAFFIC LEGEND • = Drum Type Barricades (INDOT Spec. 801.09) Spaced as Noted With Type C Steady Burn Lights. _ Flagperson - Must meet Section 6F Requirements in the Indiana Manual on Uniform Traffic Control Devices for Streets and Highways - 1988 = ADVANCED WARNING SIGN N end 100' TAPER I~ 150' PASSING LANE 100' TAPER Inv- 881.50 16.5' Assumed North RIW Line MB \ 25' B. S.. ,� i' II II 15' D. &U.E. MAINTENANCE OF TRAFFIC PLAN NORTH ENTRANCE 146st STREET & OVERBROOK DRIVE NOTE: ALL PAVEMENT MARKINGS TO BE THERMOPLASTIC. CROSS HATCHED AREA INDICATES NEW PAVEMENT IN 146th STREET R \W 3 I 2 I 1 • 1-1 %D 00 >� •-+ 4T O �o U 00� kn , o �9°O U o � C-) M 1M1 00 aJ c0 x Q+i X� Tow � °w Q z w a n *n °w �Q .moo l0� I� ; Q U 0 �z 0 ' 0 O 100' 500 500 ' aW School Bus rA g I Turnaround Sign 1.4 O ^ t104 N - ed. e .� _ a Edge of Asphalt Edge of Asphalt 000 W n g SI r- - MB 500 f o 0 W 2' NON- ACCESS ESMT o -- - -- - -_L 10' ASPHALT PATH Z p� z N TUE O _ o tn 0 W_ 2+00 ° Tv 3 +00 4 +00 - 5- )RE CIR LE �u ICO2 +70.00 LP co Ln Z 0 w w ° Q m 0 I Q0 A '- U�t1 0 Z V V W 20 D. &U.E. o " ° Ln 25 D. &U.E a Q° Q M U M 25' S. L 25' B.S. . II I II I 107 108 W 100 I II I Q I II Cr 0 P N H • NO • 8827 • .. STATE OF S/ONAL ALLAN H. WE1HE P.E. 8827 2' NON ACCESS ESMT xxx.xx � M xxx.xx VAR, SIGNAGE 10' ASPHALT PATH EASEMENT EASEMENT 10' ASPHALT PATH 18' 18' N / o 885.1 o CA. ° "� °° o D. &U.E. \ 20' co ,> II 889.6 291.0 / 1+30.00= 889.99 2 +00 °_ PIQ N 884.15 WENDELL WA Y ° 888.17 `S� - - - -- _ - - - -- -- ' -0 1 +oo Q ' R W 889.50 12 889 67 L 50 / 2 +0 885.34 �, 1 +00 �� 8 1.01 AR CIRCLE 83 � � �Ipc 2+41.84 _ � Ql 1 �� 2 +80.68 883.05 100' TAPER I~ 150' PASSING LANE 100' TAPER Inv- 881.50 16.5' Assumed North RIW Line 25' D. &U.E Turnaround sign 25' B. S.. ,� z w �0 C T O MB , c �� i--� M6� Q C) e as Ped. 2:1 Edge of Asphalt 1 46th STREET sAwED CUT EXISTING ASPHALT GE FOR WIDENING Edge of Asphalt U N - xx.xx x ,Edge of A phalt - , -- 94.50 xxx.xx BEd e of Asphalt g 0 I--I . - 3 +00 889.82 4 +00 EDGE-F0"IDENIN Q, - t L -- - - - -- - - - - - - - - - -- - - -- - - - - - - - - n M 100 TAPER 100 DECEL LANE �Dc 100' TAPER Inv - 880.80 - Cs xx .xx x x xx x x. �.` ZE r , xxx.xx cn CN U-) "! � xxx.xx 2' NON- ACCESS ESMT 10 - - - � -- -- - 2' NON ACCESS ESMT xxx.xx � M xxx.xx VAR, SIGNAGE 10' ASPHALT PATH EASEMENT EASEMENT 10' ASPHALT PATH 18' 18' N / o 885.1 o CA. ° "� °° o D. &U.E. \ 20' co ,> II 889.6 291.0 / 1+30.00= 889.99 2 +00 °_ PIQ N 884.15 WENDELL WA Y ° 888.17 `S� - - - -- _ - - - -- -- ' -0 1 +oo Q ' R W 889.50 12 889 67 L 50 / 2 +0 885.34 �, 1 +00 �� 8 1.01 AR CIRCLE 83 � � �Ipc 2+41.84 _ � Ql 1 �� 2 +80.68 883.05 889.9 � 891.1 890.5 890.0 a, 891.9 886.7 20' D &U.E_ - - - 25' B.S. ° I II 0 U � � ° QD � � � II I 107 � wII I '� �'�' � � 03 �� l" o� 03 I � IOS 106 00 85 NORTH ENTRANCE DETAIL 146st STREET & OVERBROOK DRIVE I 7 6 5 4 3 2 OM I~ z W 25' D. &U.E 25' B. S.. ,� z w �0 C T O 108 A � w D. E. Q C) w 2:1 _ W 0 3 +00 889.82 4 +00 - - -- - -- - -- - 892.18 895.05 1�I M 889.9 � 891.1 890.5 890.0 a, 891.9 886.7 20' D &U.E_ - - - 25' B.S. ° I II 0 U � � ° QD � � � II I 107 � wII I '� �'�' � � 03 �� l" o� 03 I � IOS 106 00 85 NORTH ENTRANCE DETAIL 146st STREET & OVERBROOK DRIVE I 7 6 5 4 3 2 ,► SHEET NO. y .9' h • t V. u ` r PROJECT NO. W04 -0826 OM I~ W 25' D. &U.E 25' B. S.. ,� z w �0 C T O 108 A � w [� w Q C) w W a �. ,► SHEET NO. y .9' h • t V. u ` r PROJECT NO. W04 -0826 [. m IN U w 3 Q f- I CO N OJ 0 0 C 0 U � � N LJ a w N � 6 � O CL O `- O O C) v O -o N � H w m Z � O H 1- w v °moo o� oCL -10 - III � I " "� I m gU• e - •wa wn � o M aW N cp N cd I N -- w i I j 15'D.drU.E 15'—- I p 9 ) ,91,90.00'N 15' DAU.E 7S7.91 -'' N \ . m ti N c -or '�'+\ Q c v W g � WI it I' U o \ o \ 7F o� N I O \ J ,o esi Ir / \ , 20' D.4U.E o \ N E ISSf +6 Od '\' 1 COx \ _ - G36 +00 37 +OD \ Fr 35 +91.89 /V N If) omq Lo ID W n \ I I I I Q ryX J F9 \ C c TS D.RU.E v \ oXF ox - - S 15 D.&U.E I I \ N N r Z Ll II �n�"D-s>— / I 8 \ 50' R/W L Ia t 2 S r a a O o ° Y _.:. � " - - - - r-✓ - - r, ,w: - �' . v ti's, . -,�\ " W.. ./'.,�,^ v.. .✓' '�-`- - ..-, . - _ _. ... -...i ' ...i ✓ ^.' h � . W _'1� --� -w o o g _• __,._r.__ _ -- - - . . -. _ .�x _ - l a�uaj ax!M uadn - ,86 £ RFl M „S R, 60.00'S ° . ... -� ,�,_ .1- _.,�s� � _. 0 099 ,� 0.00 N (sa�old ui um ) aouaj a�,M -. _ _�� . _ -. _- 3's� sl TS-7 sl Q� O - 0 3 5 1 6 n nY'0 .Sl 2” Qf /ryp o .Is 0 W asnoHuo h ,Lois au0 r• R { ` �J - N ry ry 0 • O "R uj IR v y s I c A* TS8 ' I NI. o / Q0+1 - -- __. .. _. __ + +S�,1G - GO +Ot _ ' ---- 004tt OO4Zl a - ! +F 5L.0� +71 cs '37W 0 Ld zs cs s P i D T I -'S o v I N I^ b •3'rw'a .s l S t W � � A QrN ✓ — - — a71 O N ° _ yea' dN 4G v' N us ui r aes- oo g- g o ci to 3na'o Sl s g u.i F I ci o S� o' o0 r a N m II 9-9 .OF �� I I � RA R 0 IT ji- 0 ,I OO +Z N om j T" .5Z ILI 0 • r•1 \O 00 uT-4 M' 0 E� No tp :3 U No `o• en N W 000 0000 IT ~ t-: t-Zo x rl V-4 0 U MM00 F�LJj w a V A �z • Vl O � WW a> �7, 00 r Q1 w Q -z V - r1 d W �T/1 W U� V O W z 0 t/7 O w CD Ln 0 co CD H D � ��I Q �� Q° O z � W a Q° Q Q U Q d Q O ��•��GTf N0. - • 8827 - STATE OF F ... . V S/ONAL �� x/011 1111111// 0 ALLAN H. WEME P.E. 8827 o' Z", Jd a e _ i G��• _ _. - _ £3d -i9& - - �, �j I'. .� �ijjdrQ� __ oo +f W 15' D.&U.E dN BO -066 A � g v + a10089X9i1 fe'u e ad 1 i >tg� W .SZ c c � Z N I s �0 E I • P -o -- v,i y " h SCALE: 1 " — 100' 0 - �( s rD Q C I h I u 71 q', N 0 50 100 200 20' DAU.E lT l/ - - - S ` 4y, - - 1 �oo;� sa +at id oo +ft 001+ t oo+st oG +st +ct _ 1 r ` �£[ -- - - - 1 - - - - - / d 3111XaX00?1883i10 aHr +6 +9I - /"'@ �T c o n h''`•1 w 1 si h M � II II r I I: � ao ro w • \ / �h 20" D.RU.E `'V W 4J 'bI III 89 ohm o 1 IIg I NOTE a NOTE: O E-, t - I I��iliil �� o w - -� �� W `� PERMANENT TRAFFIC CONTROL DEVICES SIGNS ARE TO BE INSTALLED BY THE CITY II Illllif� $ i �� U '� M:q s!'s?, \ Jo II �I m I — M SHEET NO. cd ARE INSTALLED BY THE CITY OF CARMEL OF CARMEL PER ORDINANCE D -145' - 00 AND REQUIRE AN ORDINANCE. AND STANDARD FIGURE tf 0, oz_ n ^� _� I �1#�TY J .�_, 3S7 ,SL 4 _ L i � i r PROJECT NO. z Z ° u, u..op aqua a-" I W04 -0826 7 I 7 6 5 4 3 7 M 7) U W 3 0 N 00 O O / m o � / N O O O CD o � � T � N =o� z O O W >-�o oQO� A ,2444 E X V W15.0 E S 4.0 HORIZONTAL SCALE- =501 `4 C 3.0 1„ NEI 1 5 2.0 o N a CL A E 1.0 L 0.0 U • • 1 L: em 0 Q �O O O 880 V' II cn cn 875 00' Ilj I 870 I:• 1855 EXISTING GRADE z o° ti 887 LO 100y I .S F 957 i - - - - - - - 64.60 7p T - - - -- -- ; - - -Q -- - 3�p 3 � 688.3 895 _.: co o -� j 16 `2g' 04 a� z o° ti 887 0.50% 86' of 21 " RCP @ 0.50 52' of 30" RCP @ 00 2 a� 00 f 30 RCP @ 0.50% 00 � 125 0 ao ao I I 213' of 30' RCP @ 0.507 II N ao > 8751 �I 8551 850 ! ! 850 00 7 +50 0 +00 0 +50 1 +00 1 +50 2 +00 2 +50 3 +00 3 +50 4 +00 4 +50 5 +00 5+50 6 +00 6 +50 7+ 10 1 9 1 8 7 [. " ". 5 p 9 O \O I , DO T - J: 900 I j o� L �o - - ° -a - - - - - - - - -«0- -- -- - - - -- - - - T - - - -- -- ; - - -Q -- - -- - -- - - 895 t` o0 0 �'co �N co o -� j PROPOSED GRADE + 04 a� l 1Y + 0 +' � r.--) � � --- t— � � 0 0 - C) F-- N tY N 00 11 11 o co ��00 � � ± II 890 +C0 W o CO cv v r" CO 890 I-- - - - - - _ - -- - -- cn V) � V7 cn �� - - it -- - - -- .t r p WATER AND SEWER UNDER CITY STREETS to F 885 Bedding,- Hounching, Initial Backfill � I� oo '�� 1' of -27" 00 N -RCP @ 0.50��, 00 Bedding, hounching, initial backfill materials, placement and compaction for water mains, water service laterals, sanitary mains and laterals be in the the that has the installation. 885 ^j U 4 sanitary service shall accordance with standard practice of utility jurisdiction over w o0 o ll F---1 Final Backfill U a f Final backfill for water mains, water service laterals, sanitary mains and sanitary service laterals under and within 5 -feet of pavement 880 ►-a > °- > GRANULA 880 lifts to not less than 95% Standard Proctor Density for the entire depth of the material placed. The backfill for the top 6- inches of O s the excavation below the start of the aggregate subbase of the pavement shall be No. 53 Stone meeting the material requirements of A <BACKFILL r` ! O Q jurisdiction over the installation has a more stringent final backfill requirement, the more stringent requirement shall govern. ° z t a I� A - -- - -- - -- - - - -- - r - - r - -- - - - -- CD For installation of Storm Mains, Water Mains, Sanitary Mains, Water Service Laterals, Sanita ry Sewer. LateraC - ,under,,''vbstFeets, ' � ji-I > regardless of the jurisdiction of the utility, the minimum cover from the top of the installed pav�me -q% tg'ff e# top of the installed pipe ! 875 practice of the utility that has jurisdiction over the installation has a more stringent cover requirement, the more stringent requirement shall govern. PROJECT NO. 870 0.50% 86' of 21 " RCP @ 0.50 52' of 30" RCP @ 00 2 a� 00 f 30 RCP @ 0.50% 00 � 125 0 ao ao I I 213' of 30' RCP @ 0.507 II N ao > 8751 �I 8551 850 ! ! 850 00 7 +50 0 +00 0 +50 1 +00 1 +50 2 +00 2 +50 3 +00 3 +50 4 +00 4 +50 5 +00 5+50 6 +00 6 +50 7+ 10 1 9 1 8 7 [. " ". 5 p 9 O \O I , DO T - J: 900 I 0 X00 LO co 0 �o 900 895 895 V1 j corn 00 M +0-) ~N moo LW ��00 � � ± II 890 +C0 W o CO cv v'' cn. cn 890 I-- - - - - - _ - -- - -- cn V) � V7 cn �� - - it -- - - -- .t r p WATER AND SEWER UNDER CITY STREETS to F 885 Bedding,- Hounching, Initial Backfill � I� oo '�� 1' of -27" 00 N -RCP @ 0.50��, 00 Bedding, hounching, initial backfill materials, placement and compaction for water mains, water service laterals, sanitary mains and laterals be in the the that has the installation. 885 ^j U 4 sanitary service shall accordance with standard practice of utility jurisdiction over w o0 o ll F---1 Final Backfill U a f Final backfill for water mains, water service laterals, sanitary mains and sanitary service laterals under and within 5 -feet of pavement 880 ►-a > °- > 880 lifts to not less than 95% Standard Proctor Density for the entire depth of the material placed. The backfill for the top 6- inches of O s the excavation below the start of the aggregate subbase of the pavement shall be No. 53 Stone meeting the material requirements of A r` the INDOT and shall be compacted to not less than 95% Standard Proctor Density. If the standard practice of the utility that has O Q jurisdiction over the installation has a more stringent final backfill requirement, the more stringent requirement shall govern. ° z t a I� A r MINIMUM COVER FOR PIPE CROSSINGS OF CITY STREETS ' • �?'i�" ��- sF4 ,� SHEET NO. CD For installation of Storm Mains, Water Mains, Sanitary Mains, Water Service Laterals, Sanita ry Sewer. LateraC - ,under,,''vbstFeets, 875 > regardless of the jurisdiction of the utility, the minimum cover from the top of the installed pav�me -q% tg'ff e# top of the installed pipe ! 875 practice of the utility that has jurisdiction over the installation has a more stringent cover requirement, the more stringent requirement shall govern. PROJECT NO. 870 W04 -0826 870 0 +00 0 +50 1+00 1+50 2 +00 2 +50 3 +00 • ,-4 kO 00 �--� MT O H �oo� � 00 00 1 cM cM 00 X CA w V LEGEND Q - - - -- = RIGHT -OF -WAY LINE �z = STORM SEWER LINE — — = SWALE T1 04 = SANITARY SEWER LINE QI • = SANITARY SEWER MANHOLE = FLOW DIRECTION vj �— EXIST. CONTOURS 0 o = STORM BEEHIVE INLET ❑ = STORM INLET T.C. = TOP OF CASTING • INV. = INVERT la RCP = REINFORCED CONCRETE PIPE PVC = POLYVINYLCHLORIDE SANITARY SEWER PIPE ►� M.H. = MANHOLE M STR. = STRUCTURE A D. &U.E. = DRAINAGE AND UTILITY EASEMENT R.D.E. = REGULATED DRAIN EASEMENT MM• B.S.L. = BUILDING SETBACK LINE w V.W. = VARIABLE WIDTH I4 PROP. = PROPOSED W ME = MATCH EXISTING TYP. = TYPICAL — — — = SUBSURFACE DRAIN AND SUMP LINE [� +� = WATER U N E 0 Q = CONCRETE END SECTION V = FLOOD ROUTE = PROPOSED GRADE STM STIR #700 = PROP. STORM STURCTURE NO. z 8 SAN STIR #900 = PROP. SANITARY STURCTURE NO. �O = EXIST. TREEUNE 0 = PROPOSED FIRE HYDRANT ® = PROPOSED WATER LINE VALVE 857.3 = PROPOSED PAD GRADE M.F.P.G. = MINIMUM FLOOD PROTECTION GRADE OF PADS. MINIMUM GRADE FOR ANY ° STRUCTURE OPENING (DOOR, WINDOW z 00 w Q j: o m 0 WELL, OUTSIDE BASEMENT STAIR H I �i w C° A o ACCESS, ETC.) o z ° 0 Cn r-, 00 U a Q o Q A U A c�a w A 14 Q 0 F NO. • 8827 • - .. STATE OF �� `�� IN / / /llllllllll\� ALLAN H. WELHE P.P. 8827 4 1 3 1 2 1 1 Q) U 41111111 -� R!7 mlm V1 j s LW O] .t r p WATER AND SEWER UNDER CITY STREETS O F Bedding,- Hounching, Initial Backfill O Bedding, hounching, initial backfill materials, placement and compaction for water mains, water service laterals, sanitary mains and laterals be in the the that has the installation. ^j U 4 sanitary service shall accordance with standard practice of utility jurisdiction over w ll F---1 Final Backfill U a f Final backfill for water mains, water service laterals, sanitary mains and sanitary service laterals under and within 5 -feet of pavement ►-a s shall be B- Borrow for Structure Backfill meeting the material requirements of the INDOT and shall be compacted in 6 -inch maximum lifts to not less than 95% Standard Proctor Density for the entire depth of the material placed. The backfill for the top 6- inches of s the excavation below the start of the aggregate subbase of the pavement shall be No. 53 Stone meeting the material requirements of A the INDOT and shall be compacted to not less than 95% Standard Proctor Density. If the standard practice of the utility that has Q jurisdiction over the installation has a more stringent final backfill requirement, the more stringent requirement shall govern. ° z t a I� A r MINIMUM COVER FOR PIPE CROSSINGS OF CITY STREETS ' • �?'i�" ��- sF4 ,� SHEET NO. For installation of Storm Mains, Water Mains, Sanitary Mains, Water Service Laterals, Sanita ry Sewer. LateraC - ,under,,''vbstFeets, regardless of the jurisdiction of the utility, the minimum cover from the top of the installed pav�me -q% tg'ff e# top of the installed pipe shall be the pavement section thickness (all bituminous and aggregate material above the subgrade)'`pius 1' -0 ". If the standard practice of the utility that has jurisdiction over the installation has a more stringent cover requirement, the more stringent requirement shall govern. PROJECT NO. W04 -0826 4 1 3 1 2 1 1 Q) U 41111111 -� R!7 mlm E 0 N IN Q 3 a 00 0 It O / o U � / N w � o N 0� 0 0 CO Q O 00 d /E = o r z � 0 Ed F F - U >- FW- -O O Q Q -J J J Q Q_ 72' �o )co 00 ,z .z �• . F!L, L N J� C Vi C m r r L1' N LL V CC ry 'It 0 •If ME We ■:: I : :1 0 S 1 0 i 1 •��0 & i� :•� EMU :i i ::1o: O ■: �■:. 865 865 865 865 860 - - — - -- I i 860 860 860 1 I j 855 855 855 850 0 +00 0 +50 1 +00 1 +50 2 +00 2 +50 F 0 +00 0 +50 1 +00 1+50 2 +00 2 +50 3 +00 10 9 8 -7 6 5 • •-� �O 00 %0o U 00 00 I t-1: tz 0 .-4 o M �Cn 00 _ � V �A �z a '. » rA g 040 w� a a o >� 00 N A w H � U� o ° V Q zo j:o o �� A� coo ��o zN C7Z Fes- U w� o� �00 3 ° Cn w P, A o A A U A H Q A Q z 0 CIO - - - - -- ,.�� N H. - - �V - - - - - - P I - T 895 �� .� N0. EXISTING GRADE = 8$27 • _ N co _ • 00 .� N oo N N co `. STATE OF - - -- - - - -- - -- 11- i I °Q o 0 890 ., °'�`�c• 04 r `tNIN� �+0000 +0000 +� ANAL . 0 I + CO 0 j cn �- E-- 7 / / /ltfilIIII \ \ \\ co V) jII II II II II PROPOSED GRADE II II hI II ° U U cn. Cn � Cn - 0 Cn ALLAN H. WEIHE P.E. 8827 (n F-- CJ F - 'GRANULAR.7 - '.GRANULAR-. - - _ -- O p .� • j BACKFILL BACKFILL =`:• N O p ��- RANULA REQ'D': 'REQ'D_ o ;. BACKFILL" o � / :j � REQ'D�.; + ,.. O ° °° a� o - -- -af -15" RCP @ 0.50% N Lq - i - 108' of 1-15" FRCP -@ 0: -50��, 00 0 a a, o 00 o - -- - U @ 2 co oo II II 0- > 1 Q_ > c U — o j II 5 U — > CIA 875 co - -- - — - - - -- -- T -- — O - - - - - Ln. O 14- Ln �t > O. co I -- - -- -- - - - - -- - - - W 865 -- - - _- _ -- - -UNDER CITY STREETS Haunchin 5 -- - - - - - - -- - - - - - - o Bedding, 1 g, g, Initial Backfill U o Bedding, •-� g haunchina', initial backfill materials, placement and compaction for water mains, water service laterals, sanitary mains and �T •� sanitary service laterals shall be in 'accordance with the standard practice of the utility that has jurisdiction over the installation. I""h Final Backfill O p -- Final backfill for water mains, water, sanitary sanitary T, 'service laterals, sanita mans and sanita service laterals under and within 5 -feet of pavement 860 P..f z -- - - shall be B Borrows -for Structure BackfEll meeting -the; maternal- re quirements of the- INDOT- and- shalt -be- compacted -in -&- inch - maximum - -- lifts to not less than 95% Standard Proctor Density for the entire depth of the material placed. The backfill for the top 6- inches of `� o the excavation belgw the start of the aggregate subbase of the pavement shall be No.' 53 Stone meeting the material requirements of O the INDOT and shall be compacted to not less than 95% Standard Proctor Density. If the standard practice of the utility that has jurisdiction over the installation has a more stringent" final backfill requirement, the more stringent requirement shall govern. - r - - -- -- MINIMUM COVER FOR PIPE CROSSINGS OF CITY STREETS 85 - - -- - - - -- - - - - - - F-� a For installation of Storm Mains, Water Mains, Sanita Mains, Water Service Laterals, G ryl Sanitary Sewer Laterals under City streets, O `� N regardless of the jurisdiction of the, utility, the minimum cover from the top of the installed pavement to the top of the ',installed pipe shall be the pavement section thickness (all bituminous and aggregate material above the subgrade) plus V-0". . If the standard C O practice of the utility that has jurisdiction over the installation has a more stringent cover requirement, the more stringent requirement Q o � shall govern. � ! I� � � 5 0 0 +00 0 +50 1+00 1+50 2 +00 _ .• ` SHEET NO. 2 +50 3+ 00 3+ 50 4 +00 4 +50 5 +00 �5 +50,L_�� • '� 0� ,� 'rte, x }., is i ; •x ,� � �. v } �s =mss w Y' t 19 PROJECT NO. W04 -0826 4 1 3 1 Q) X00 O O C) 00 890 + co co �! ° j Ln V), C/) Ln - co -;d- ± 0000 + Go N II P 885 U)n� 880 I i I 157 of 1 -J - -- �� 0- 5Q i ° OI O ° `- L-q 00 O 00 00 j II U II 875 II I > n > U p 00 N 870 . F!L, L N J� C Vi C m r r L1' N LL V CC ry 'It 0 •If ME We ■:: I : :1 0 S 1 0 i 1 •��0 & i� :•� EMU :i i ::1o: O ■: �■:. 865 865 865 865 860 - - — - -- I i 860 860 860 1 I j 855 855 855 850 0 +00 0 +50 1 +00 1 +50 2 +00 2 +50 F 0 +00 0 +50 1 +00 1+50 2 +00 2 +50 3 +00 10 9 8 -7 6 5 • •-� �O 00 %0o U 00 00 I t-1: tz 0 .-4 o M �Cn 00 _ � V �A �z a '. » rA g 040 w� a a o >� 00 N A w H � U� o ° V Q zo j:o o �� A� coo ��o zN C7Z Fes- U w� o� �00 3 ° Cn w P, A o A A U A H Q A Q z 0 CIO - - - - -- ,.�� N H. - - �V - - - - - - P I - T 895 �� .� N0. EXISTING GRADE = 8$27 • _ N co _ • 00 .� N oo N N co `. STATE OF - - -- - - - -- - -- 11- i I °Q o 0 890 ., °'�`�c• 04 r `tNIN� �+0000 +0000 +� ANAL . 0 I + CO 0 j cn �- E-- 7 / / /ltfilIIII \ \ \\ co V) jII II II II II PROPOSED GRADE II II hI II ° U U cn. Cn � Cn - 0 Cn ALLAN H. WEIHE P.E. 8827 (n F-- CJ F - 'GRANULAR.7 - '.GRANULAR-. - - _ -- O p .� • j BACKFILL BACKFILL =`:• N O p ��- RANULA REQ'D': 'REQ'D_ o ;. BACKFILL" o � / :j � REQ'D�.; + ,.. O ° °° a� o - -- -af -15" RCP @ 0.50% N Lq - i - 108' of 1-15" FRCP -@ 0: -50��, 00 0 a a, o 00 o - -- - U @ 2 co oo II II 0- > 1 Q_ > c U — o j II 5 U — > CIA 875 co - -- - — - - - -- -- T -- — O - - - - - Ln. O 14- Ln �t > O. co I -- - -- -- - - - - -- - - - W 865 -- - - _- _ -- - -UNDER CITY STREETS Haunchin 5 -- - - - - - - -- - - - - - - o Bedding, 1 g, g, Initial Backfill U o Bedding, •-� g haunchina', initial backfill materials, placement and compaction for water mains, water service laterals, sanitary mains and �T •� sanitary service laterals shall be in 'accordance with the standard practice of the utility that has jurisdiction over the installation. I""h Final Backfill O p -- Final backfill for water mains, water, sanitary sanitary T, 'service laterals, sanita mans and sanita service laterals under and within 5 -feet of pavement 860 P..f z -- - - shall be B Borrows -for Structure BackfEll meeting -the; maternal- re quirements of the- INDOT- and- shalt -be- compacted -in -&- inch - maximum - -- lifts to not less than 95% Standard Proctor Density for the entire depth of the material placed. The backfill for the top 6- inches of `� o the excavation belgw the start of the aggregate subbase of the pavement shall be No.' 53 Stone meeting the material requirements of O the INDOT and shall be compacted to not less than 95% Standard Proctor Density. If the standard practice of the utility that has jurisdiction over the installation has a more stringent" final backfill requirement, the more stringent requirement shall govern. - r - - -- -- MINIMUM COVER FOR PIPE CROSSINGS OF CITY STREETS 85 - - -- - - - -- - - - - - - F-� a For installation of Storm Mains, Water Mains, Sanita Mains, Water Service Laterals, G ryl Sanitary Sewer Laterals under City streets, O `� N regardless of the jurisdiction of the, utility, the minimum cover from the top of the installed pavement to the top of the ',installed pipe shall be the pavement section thickness (all bituminous and aggregate material above the subgrade) plus V-0". . If the standard C O practice of the utility that has jurisdiction over the installation has a more stringent cover requirement, the more stringent requirement Q o � shall govern. � ! I� � � 5 0 0 +00 0 +50 1+00 1+50 2 +00 _ .• ` SHEET NO. 2 +50 3+ 00 3+ 50 4 +00 4 +50 5 +00 �5 +50,L_�� • '� 0� ,� 'rte, x }., is i ; •x ,� � �. v } �s =mss w Y' t 19 PROJECT NO. W04 -0826 4 1 3 1 Q) r 3 a i N 00 0 0 Q) o� U o N Q' w N 00 Ln 0 0 CD /a C �t CO N 0o d O -E N T O 5 L S O � Ul W m Z O W �D\F U O� H O o_J oa t M 910 -A 1905 U i•1 116161 875 i f Me ON 10 9 I 8 I � 7, .....:.::._.. 00 a - X\ CO 1 �9 a -- 910 n °o l>h - I i _ -_ 905 EXISTING GRADE (n u) F_: C)-) u7�,. - -- I PROPOSED GRADE C,4 900 -�- -L � Y I -- - - - - -- - + - � 00 + M II II 00 � cn cV o CD � II II + 0 C/' F- 895 RANULA i � BAC REVID, (n Cn 1 in .50% o 217 of 15 RCP @ 0 0 890 r� Ln N N � 0 -� D 50 % - -i -00 - CD co I I @) II 00' > I I > o_ II > I i 1 > j N 885 0 _I N I I i I 88Q 0 i j - 875 I 870 865 0 +00 0 +50 1 +00 1 +50 2 +00 2 +50 3 +00 3 +50 4 +00 4 +50 5 +00 0 0 910 905 •11 OSR :•1 15• . •• I- 875 :. 6 0 910 5 1 4 1 3 1 1 LEGEND - - - -- = RIGHT -OF -WAY LINE = STORM SEWER LINE — = SWALE = SANITARY SEWER LINE 00 ° = SANITARY SEWER MANHOLE = FLOW DIRECTION - - - - - 0 = STORM BEEHIVE INLET ❑ 905 T.C. = TOP OF CASTING INV. = INVERT RCP = REINFORCED CONCRETE PIPE PVC = POLYVINYLCHLORIDE SANITARY SEWER PIPE M.H. = MANHOLE STIR. = STRUCTURE D. &U.E. = DRAINAGE AND UTILITY EASEMENT R.D.E. 00 B.S.L. = BUILDING SETBACK LINE V.W. = VARIABLE WIDTH PROP. = PROPOSED !� Q EXISTING GRADE � � o PROPOSED GRADE !oo = MATCH EXISTING TYP. = TYPICAL — — — = SUBSURFACE DRAIN AND SUMP LINE - - -- -- - CO rn � , -- — - � � -oo 00 - o � -- - -- -+ © - -- Q 0 —� = FLOOD ROUTE = PROPOSED GRADE I' rte kt cfl �r + ! I I = PROP. STORM STURCTURE NO. SAN STIR #900 = PROP. SANITARY STURCTURE NO. = EXIST. TREELINE J0 \ n 00 I I = PROPOSED WATER LINE VALVE 857.3 CD CD O M.F.P.G. = MINIMUM FLOOD PROTECTION GRADE �NOO �NOO 1� I I ci. can STRUCTURE OPENING (DOOR, WINDOW �o WELL, OUTSIDE BASEMENT STAIR ACCESS, ETC.) + ~� Cf� 895 - - V) II � RANULA �- - -- g BACKFILL „ 11.00% o 15 RCP @ 132 of -- - CD - L-n -- 191' of 21" _RCP -_@ 0.50% cv o CD CD in O o o0 00 © III > O 00 II II II > > o_ > > — o- U 4 > -' in---- 885 - - -- C0 - N O O O CO o _- - -- d- I II 880 - -- -- -- AND SEWS R UNDER -CITY STREETS - -- - -- - - - - Bedding, Hounching, Initial Backfill Bedding, haunching, initial backfill materials, placement and compaction for water mains, water service laterals, sanitary mains and sanitary service laterals shall be in accordance with the standard practice of the utility that has jurisdiction over the installation. Final Backfill _ - -- -- - _ - -- Final a backfill for w o water min w o s water service I _ _ -_ . -__ ce aterals, sanitary mains bnd sanitary- service under and within 5-feet of Q U75 __laterals _pavement shall be B- Borrow for Structure Bockfill meeting the material requirements of the INDOT and shall be compacted in 6 -inch maximum lifts to not less than 95% Standard Proctor Density for the entire depth of the material placed. The backfill for the top 6- inches of the excavation below the start of the aggregate subbase of the pavement shall be No. 53 Stone meeting the material requirements of the INDOT and shall be compacted to not less than 95% Standard proctor Density. If the standard practice of the utility that has jurisdiction over the installation has a more stringent final backfill requirement, tiie more stringent requirement shall govern. 870 - - - - - - - MINIMUM COVER -FOR RIPE- CROSSINGS -OF CITY BYRE ETS For installation of Storm Mains, Water Mains, Sanitary Mains, Water Service Laterals, Sanitary Sewer Laterals under City streets, regardless of the jurisdiction of the utility, the minimum cover from the top of the installed pavement to the top of the installed pipe shall be the pavement section thickness (all bituminous and aggregate material above the subgrade) plus 1' -0". If the standard practice of the utility that has jurisdiction over the j installation has d more stringent cover requirement: the more stringent requirement shall govern. ! 865 0 +00 0 +50 1 +00 1 +50 2+00 2 +50 3 +00 3 +50 4 +00 4+50 5 +00 5 1 4 1 3 1 1 LEGEND - - - -- = RIGHT -OF -WAY LINE = STORM SEWER LINE — = SWALE = SANITARY SEWER LINE • = SANITARY SEWER MANHOLE = FLOW DIRECTION --- = EXIST. CONTOURS 0 = STORM BEEHIVE INLET ❑ = STORM INLET T.C. = TOP OF CASTING INV. = INVERT RCP = REINFORCED CONCRETE PIPE PVC = POLYVINYLCHLORIDE SANITARY SEWER PIPE M.H. = MANHOLE STIR. = STRUCTURE D. &U.E. = DRAINAGE AND UTILITY EASEMENT R.D.E. = REGULATED DRAIN EASEMENT B.S.L. = BUILDING SETBACK LINE V.W. = VARIABLE WIDTH PROP. = PROPOSED ME = MATCH EXISTING TYP. = TYPICAL — — — = SUBSURFACE DRAIN AND SUMP LINE — = WATER LINE Q = CONCRETE END SECTION —� = FLOOD ROUTE = PROPOSED GRADE STM STIR #700 = PROP. STORM STURCTURE NO. SAN STIR #900 = PROP. SANITARY STURCTURE NO. = EXIST. TREELINE J0 = PROPOSED FIRE HYDRANT = PROPOSED WATER LINE VALVE 857.3 = PROPOSED PAD GRADE M.F.P.G. = MINIMUM FLOOD PROTECTION GRADE OF PADS. MINIMUM GRADE FOR ANY STRUCTURE OPENING (DOOR, WINDOW WELL, OUTSIDE BASEMENT STAIR ACCESS, ETC.) V 5.0 E S 4.0 HORIZONTAL SCALE' - R C ' 3.0 IL5 2.o a N U-) o C A E 1.0 L 0.0 2 71 -4 ?i ,y 1 • +-4 �0 00 �-4'T O V ITIVV H 00 00 V .. MM00 a! V z a 1 � V1 t� Q r 4 F - a 000 N W z C!� H z h o V 3 z Ln 0o w °� 0 oco Uri F4 C) C7000 (j am 0 a Q o Q A U A H d A 0 U) ,•�`` LPN H N0. • 8827 • �0:.. STATE OF ,V� \\ S /ANAL ALLAN H. WEIHE P.E. 8827 V1 C p w O O o z� -0 � a � o � o C) O W SHEET NO. 20 PROJECT NO. W04 -0826 C_ I NI _U I VI C) i 3 (-, N 00 0 0 Q) F C) a� w� / C N 00 LO 0 0 /a C d 0 N C) a_ o� O D N _ / 5 = 7 S O ��- ..Vl Wm z �o o� w <. z o °Q° J J 0 a- 10 8 7 910 00 CD CD = RIGHT -OF -WAY LINE 0 �IIO = STORM SEWER LINE 910 910 910 = SANITARY SEWER LINE Lnm = SANITARY SEWER MANHOLE CD ct � � M = FLOW DIRECTION � � � 0 M = EXIST. CONTOURS 0 = STORM BEEHIVE INLET ❑ = STORM INLET II = TOP OF CASTING INV. 905 "� 0 Cn F- 905 ", (n.CnjF— CD mC) o �o II II II II = MANHOLE 905 900 D. &U.E. - o -f- CD o (n. Cn F - (n. Cn � = REGULATED DRAIN EASEMENT 900 = BUILDING SETBACK LINE V.W. t— (J•) I I I I — = PROPOSED C M ao = MATCH EXISTING TYP. 895 — — — � q- Ie I = WATER LINE 895 = CONCRETE END SECTION ca - - - -- -- M = FLOOD ROUTE - - STM STIR #700 = PROP. STORM STURCTURE NO. SAN STIR #900 = PROP. SANITARY STURCTURE NO. 00 900 = PROPOSED FIRE HYDRANT = PROPOSED WATER LINE VALVE II � M.F.P.G. 900 �j 890 � N O CD - CD b� o „ RCp @ 1.49% o a� WELL, OUTSIDE BASEMENT STAIR 890 ACCESS, ETC.) Q 174' 0 00 895 885 and shall be compacted to not less than 95% Standard Proctor Density. If the V � II a_ > 895 885 880 co-- _ -- I II, N 875 - - - - - -- - >' c — i o 875 870 890 O O 0 +00 MINIMUM COVER FOR PIPE CROSSINGS OF CITY STREETS y� iris, � jjy I 0 +50 890 885 885 880 880 875 875 870 870 0 +00 0 +50 1+00 1+50 2 +00 2 +50 C. oo\ Z \ 00 bR 5F N °°Q 0 >9 � 1g' —_ -- ,, of 1 , oJ, U1 .cp �O \ S X: O �O \\o OXC 915 00 CD CD = RIGHT -OF -WAY LINE 0 �IIO = STORM SEWER LINE 915 910 910 = SANITARY SEWER LINE • = SANITARY SEWER MANHOLE CD ct � � M = FLOW DIRECTION � � � 0 M = EXIST. CONTOURS 0 = STORM BEEHIVE INLET ❑ = STORM INLET II = TOP OF CASTING INV. 905 "� 0 Cn F- = REINFORCED CONCRETE PIPE ", (n.CnjF— = POLYVINYLCHLORIDE SANITARY SEWER PIPE 905 = MANHOLE STIR. 900 D. &U.E. = DRAINAGE AND UTILITY EASEMENT R.D.E. = REGULATED DRAIN EASEMENT 900 = BUILDING SETBACK LINE V.W. = VARIABLE WIDTH PROP. = PROPOSED C M ao = MATCH EXISTING TYP. 895 — — — = SUBSURFACE DRAIN AND SUMP LINE Ie I = WATER LINE 895 = CONCRETE END SECTION ca - - - -- -- M = FLOOD ROUTE - - STM STIR #700 = PROP. STORM STURCTURE NO. SAN STIR #900 = PROP. SANITARY STURCTURE NO. 00 = EXIST. TREELINE = PROPOSED FIRE HYDRANT = PROPOSED WATER LINE VALVE II � M.F.P.G. = MINIMUM FLOOD PROTECTION GRADE �j 890 � N O li WELL, OUTSIDE BASEMENT STAIR 890 ACCESS, ETC.) Q pavement shall be No. 53 Stone meeting the material requirements of the INDOT 885 and shall be compacted to not less than 95% Standard Proctor Density. If the V V a 885 880 880 I w 875 - - - - - -- - III - - - -- - - - - -- - -- 1 875 870 870 O O 0 +00 MINIMUM COVER FOR PIPE CROSSINGS OF CITY STREETS y� iris, � jjy I 0 +50 1 +00 LEGEND - - - -- = RIGHT -OF -WAY LINE = STORM SEWER LINE — = SWALE = SANITARY SEWER LINE • = SANITARY SEWER MANHOLE = FLOW DIRECTION �— = EXIST. CONTOURS 0 = STORM BEEHIVE INLET ❑ = STORM INLET T.C. = TOP OF CASTING INV. = INVERT RCP = REINFORCED CONCRETE PIPE PVC = POLYVINYLCHLORIDE SANITARY SEWER PIPE M.H. = MANHOLE STIR. = STRUCTURE D. &U.E. = DRAINAGE AND UTILITY EASEMENT R.D.E. = REGULATED DRAIN EASEMENT B.S.L. = BUILDING SETBACK LINE V.W. = VARIABLE WIDTH PROP. = PROPOSED ME = MATCH EXISTING TYP. = TYPICAL — — — = SUBSURFACE DRAIN AND SUMP LINE W — = WATER LINE Q = CONCRETE END SECTION � = FLOOD ROUTE = PROPOSED GRADE STM STIR #700 = PROP. STORM STURCTURE NO. SAN STIR #900 = PROP. SANITARY STURCTURE NO. y E = EXIST. TREELINE = PROPOSED FIRE HYDRANT = PROPOSED WATER LINE VALVE 857.3 = PROPOSED PAD GRADE M.F.P.G. = MINIMUM FLOOD PROTECTION GRADE �j OF PADS. MINIMUM GRADE FOR ANY STRUCTURE OPENING (DOOR, WINDOW WELL, OUTSIDE BASEMENT STAIR 6— inches of the excavation below the start of the aggregate subbase of the Q ACCESS, ETC.) V 5.0 E S 4.0 HORIZONTAL SCALE: T C 3.0 IL5 2.0 0 � ° o C E 1.0 A L 0.0 �o� V ITITW 00 0o IT lllr_�• Q V-4 l 7-4 l M �V ^• M en 00 X w a V H QA z a 1 � Q a r�+ 000 WTI w E-4 4400 O V� Z8 • CD O t7 O 00 __J � z C) w Q7y oa o U a Z C� 0N0 Fes- U f� CD w W w A o A A U A Q A z 0 NO • 8827 • .. STATE OF �14J S /ONA� �� /IIIII1111 \ \ \\ ALLAN H. WEIHH P.H. 8827 For installation of Storm Mains, Water Mains, Sanitary�Ma�ns,, Wq* CeMce Laterals, Sanitary Sewer Laterals under City street' r'e gaf'dless of the- jurisdi�tio n � �°J SHEET NO. of the utility, the minimum cover from the top of the nstalled j pnve[r�e�nt td W1 top of the installed pipe shall be the pavement isection �'Nckpessy 1(811 bituminous and aggregate material above the subgrade) plu %'T- -* ". If the standard practice of the utility that has jurisdiction over the installation has a more stringent cover requirement, the more stringent requirement shall govern. 2 1 PROJECT NO. W04 -0826 10 9 8 7 6 5 I 4 ( 3 I 2 1 V a IN WATER AND SEWER UNDER CITY STREETS L Bedding, Hounching, Initial Backfill Bedding, hounching, initial backfill materials, placement and compaction for water mains, water service laterals, sanitary mains and sanitary service laterals shall be F F�—I in accordance with the standard practice of the utility that has jurisdiction over the installation. ^ ^ O O w Final Backfill w a b service laterals under and within 5 —feet of pavement shall be B— Borrow for O O y y E Structure Backfill meeting the material requirements of the INDOT and shall be compacted in 6 —inch maximum lifts to not less than 95% Standard Proctor O O � �j Density for the entire depth of the material placed. The backfill for the top 6— inches of the excavation below the start of the aggregate subbase of the Q Q pavement shall be No. 53 Stone meeting the material requirements of the INDOT and shall be compacted to not less than 95% Standard Proctor Density. If the V V a a standard practice of the utility that has jurisdiction over the installation has a more stringent final backfill requirement, the more stringent requirement shall w w govern. O O [ [�] �! O O O O p MINIMUM COVER FOR PIPE CROSSINGS OF CITY STREETS y� iris, � jjy I 10 9 8 7 6 5 I 4 ( 3 I 2 1 V a IN IN T 0 3 Cn Cn 00 0 0 N W tD � 0 0 C� o� 0a 0-0 � � 6 N 0 (n w m Z � O (D - W <°L'Jo 0<<J J J C� d 920 915 910 905 900 895 ii 875 5 o >• 0 Cb �� 15 T�\ 01 ic� cly " e F O q O 110/ �'�Y u? 80, / 77 \ 52. 36 , B6 i /L A F \ 00 6 of cb Z') ��3 < �� 00 �O I o' `� 121 tt`P� e o h°` f 6 c� x�o o 40, G° y �jGJ �' � eu � e' ion \° e�� re � . 9 ` �� Pe "'sy �S 'QO e e\e� P e °� I NI! ^ peg \ `� % �� U/J \P e 20' o\ / �Q) J 1.45' 9. C 6� 9 �F Q ��,• y>�G o `�' 1ti �s, \S� 31 + 0.81 59 S ?, 1�S i/ \ Q �'°' 909.55 PC 3 +92 =13 +4 .00 .26 9�p3 o / 330 � �%7 P�� °�o�,1r° /Qj ��. ��1 65 6 32�� . ' Ap 9 �'�C, - -� 00 `9T0 � 880 s� /eS;! � 5 • �� 00 � O Oj �' / C��• � 1 � � e \ r a \ 909.8 ° pee 9 7> '� y� ✓ g p. g / {0� e 3 R , ..o, /A'p "'° d) D � "'X 4 \� / \ o0 00 / �O�O � \CN 1 F j \C. n, S oo / O �� o 20.00 230' 6 ME .Sj % �j� � � � 012• `� -� 5�• \N 0 � D 0• CP -(L j0 \v J 9 10 • / 5 `a -o r �5 0 / : Ili i 920 II II ,I it 0) CO u7 r- O �(oCD =CVO t\ O CV • 915 i u7 N �' o M CD - - -CD h0 - - - - -- t -- -- -- — �h to I I I I rn o —�— — +-- - - - - -- - O ,. -- + /4 j Ln + + Q7 Ln V), cn 1.-- (/) 11 11 11 910 I—' - - -- -- - - - - - - 0' Cn - - i I Ili j „RCP � f 15 @ 0.50 % °cam° o 5 8 0 � 0 I i r, 905 4„ RCP @ 'IQ.50% �r o - - - - - - - - - I, 164 of - 24' -- I, - -- -- - - - - -- - - - -- 0.50 - o II - - - - 1 gg of 24" RCP @ � I O� I I ,II o c� 1 ''I O > 'I I c t _ lC) I 900 CD C° 06 > - -- - -- -- - - -- - - -- - - -- - - -- o 4- 4 2 -gC P C 0.49 4 co rnl i I II v 'i I I i rn i WATER AND SEWER UNDER CITY STREETS 'I 00 i 895 II - - - g - - -- - compaction for water Bedding, Haunchin , _Initial Backfill. lacerr�ent and pct - _ - -- _ _- Bedding, hounching, initial backfill` materials, p io > - fi- - - - -- —Cr- -- sanitary sanitary service laterals shall be mans, water service laterals, sanity mans and s ! in accordance with the standard practice of the utility that has jurisdiction over !I the installation. I Q I Final Backfill - - - 890 I terals -under -and within 5 -feet of - pavement - shall be- B -Borrow sanitary - -- Final r bacekfill for water mains, water service laterals, sanity mans r nd font P t of the INDOT and shall be Structure Backfill meeting the material requirements — - acted in 6 -inch maximum lifts o not less than 95% Standard Proctor coin Density for the entire depth of the material placed. The backfill for ,the top 6- inches of the excavation below the start of the !I aggregate subbase of the Stone meeting the material requirements of the INDOT II e No. 53 Sto q pavement shy b I I pave 9 and shall be compacted to not less than 95% Standard Proctor Density. If the 885 standard proctice of the utility that has iurisdictior�_over the installation- has a --�- -- rt-- -- - -- -- -� - - -- -- - -- - -- - - - tri g nt requirement shall more stringent final backfill requirement, the more govern. I I MINIMUM COVER FOR PIPE CROSSINGS OF CITY STREETS For installation of Storm Mans, Water Service 880 ry Water Mains, Sanitary Mains, -_ - -- - _ -- - - Sanity Sewer Laterals under City - -streets; —regardless- of the jurisdiction— Laterals, -- - - -- -- -- -- - - - -_ - - - -- P of the utility, the minimum cover from the to of the installed pavement to the a� d of the the subgrad ) pavement p us 1 section " thickness hestanda standard practice of thegu tility that has jurisdiction over the installation has a more Stringent cover requirement, the more stringent requirement shall govern. I T 875 i I I +00 6 +50 7 +00 7 +50 8 +00 8 +50 9 +00 9 +50 10 +00 10+50 0 +00 0 +50 1 +00 1 +50 2+00 2 +50 3 +00 3 +50 4 +00 4 +50 5 +00 5 +50 6 I 8 6 4 m '1 '0.00' N v 00' II o -p I 0 I I �1 II � O c Off' �9• QS, A ;� 9�0 tnm O ' ooR Cn h�i AshlaAshla 00 ' v ti 0 0 c \¢3 .55 > >6 9\ F / 1 U• �+ d' O H \6 ciri ("i W \`O0 0 Oq00q . .o ��O M �M,1 00 w U LEGEND ° A -- z = -- RIGHT -OF -WAY LINE Q; - - _ - = STORM SEWER LINE -- = SWALE = SANITARY SEWER LINE Q-I • = SANITARY SEWER MANHOLE �• (/� = FLOW DIRECTION �- = EXIST. CONTOURS 0 o = STORM BEEHIVE INLET ❑ = STORM INLET T.C. = TOP OF CASTING a INV. = INVERT RCP = REINFORCED CONCRETE PIPE PVC = POLYVINYLCHLORIDE SANITARY SEWER PIPE M.H. = MANHOLE 000 STIR. = STRUCTURE D. &U.E. = DRAINAGE AND UTILITY EASEMENT R.D.E. = REGULATED DRAIN EASEMENT MM• B.S.L. = BUILDING SETBACK LINE �, W V.W. = VARIABLE WIDTH PROP. = PROPOSED ME = MATCH EXISTING TYP. = TYPICAL r/1 — - — = SUBSURFACE DRAIN AND SUMP LINE H W = WATER LINE U� a = CONCRETE END SECTION = FLOOD ROUTE 000.0 = PROPOSED GRADE O STM STIR #700 = PROP. STORM STURCTURE N0. SAN STIR #900 = PROP. SANITARY STURCTURE NO. - O = EXIST. TREELINE = PROPOSED FIRE HYDRANT ® = PROPOSED WATER LINE VALVE 857.3 = PROPOSED PAD GRADE M.F.P.G. = MINIMUM FLOOD PROTECTION GRADE v OF PADS. MINIMUM GRADE FOR ANY N A j: J j; m LLin STRUCTURE OPENING (DOOR, WINDOW °o° ¢ A - A o CD WELL, OUTSIDE BASEMENT STAIR H ACCESS, ETC.) v 00 a Q o A A U A o� Q A 920 UQ o u7oo - - - -- - -O 6JOO 00 II �co CO C) N -- r-) CD -7 " l 915 8 , �O+Q 9 0 II II 10 910 F- - ~ �. cn � 5 o >• 0 Cb �� 15 T�\ 01 ic� cly " e F O q O 110/ �'�Y u? 80, / 77 \ 52. 36 , B6 i /L A F \ 00 6 of cb Z') ��3 < �� 00 �O I o' `� 121 tt`P� e o h°` f 6 c� x�o o 40, G° y �jGJ �' � eu � e' ion \° e�� re � . 9 ` �� Pe "'sy �S 'QO e e\e� P e °� I NI! ^ peg \ `� % �� U/J \P e 20' o\ / �Q) J 1.45' 9. C 6� 9 �F Q ��,• y>�G o `�' 1ti �s, \S� 31 + 0.81 59 S ?, 1�S i/ \ Q �'°' 909.55 PC 3 +92 =13 +4 .00 .26 9�p3 o / 330 � �%7 P�� °�o�,1r° /Qj ��. ��1 65 6 32�� . ' Ap 9 �'�C, - -� 00 `9T0 � 880 s� /eS;! � 5 • �� 00 � O Oj �' / C��• � 1 � � e \ r a \ 909.8 ° pee 9 7> '� y� ✓ g p. g / {0� e 3 R , ..o, /A'p "'° d) D � "'X 4 \� / \ o0 00 / �O�O � \CN 1 F j \C. n, S oo / O �� o 20.00 230' 6 ME .Sj % �j� � � � 012• `� -� 5�• \N 0 � D 0• CP -(L j0 \v J 9 10 • / 5 `a -o r �5 0 / : Ili i 920 II II ,I it 0) CO u7 r- O �(oCD =CVO t\ O CV • 915 i u7 N �' o M CD - - -CD h0 - - - - -- t -- -- -- — �h to I I I I rn o —�— — +-- - - - - -- - O ,. -- + /4 j Ln + + Q7 Ln V), cn 1.-- (/) 11 11 11 910 I—' - - -- -- - - - - - - 0' Cn - - i I Ili j „RCP � f 15 @ 0.50 % °cam° o 5 8 0 � 0 I i r, 905 4„ RCP @ 'IQ.50% �r o - - - - - - - - - I, 164 of - 24' -- I, - -- -- - - - - -- - - - -- 0.50 - o II - - - - 1 gg of 24" RCP @ � I O� I I ,II o c� 1 ''I O > 'I I c t _ lC) I 900 CD C° 06 > - -- - -- -- - - -- - - -- - - -- - - -- o 4- 4 2 -gC P C 0.49 4 co rnl i I II v 'i I I i rn i WATER AND SEWER UNDER CITY STREETS 'I 00 i 895 II - - - g - - -- - compaction for water Bedding, Haunchin , _Initial Backfill. lacerr�ent and pct - _ - -- _ _- Bedding, hounching, initial backfill` materials, p io > - fi- - - - -- —Cr- -- sanitary sanitary service laterals shall be mans, water service laterals, sanity mans and s ! in accordance with the standard practice of the utility that has jurisdiction over !I the installation. I Q I Final Backfill - - - 890 I terals -under -and within 5 -feet of - pavement - shall be- B -Borrow sanitary - -- Final r bacekfill for water mains, water service laterals, sanity mans r nd font P t of the INDOT and shall be Structure Backfill meeting the material requirements — - acted in 6 -inch maximum lifts o not less than 95% Standard Proctor coin Density for the entire depth of the material placed. The backfill for ,the top 6- inches of the excavation below the start of the !I aggregate subbase of the Stone meeting the material requirements of the INDOT II e No. 53 Sto q pavement shy b I I pave 9 and shall be compacted to not less than 95% Standard Proctor Density. If the 885 standard proctice of the utility that has iurisdictior�_over the installation- has a --�- -- rt-- -- - -- -- -� - - -- -- - -- - -- - - - tri g nt requirement shall more stringent final backfill requirement, the more govern. I I MINIMUM COVER FOR PIPE CROSSINGS OF CITY STREETS For installation of Storm Mans, Water Service 880 ry Water Mains, Sanitary Mains, -_ - -- - _ -- - - Sanity Sewer Laterals under City - -streets; —regardless- of the jurisdiction— Laterals, -- - - -- -- -- -- - - - -_ - - - -- P of the utility, the minimum cover from the to of the installed pavement to the a� d of the the subgrad ) pavement p us 1 section " thickness hestanda standard practice of thegu tility that has jurisdiction over the installation has a more Stringent cover requirement, the more stringent requirement shall govern. I T 875 i I I +00 6 +50 7 +00 7 +50 8 +00 8 +50 9 +00 9 +50 10 +00 10+50 0 +00 0 +50 1 +00 1 +50 2+00 2 +50 3 +00 3 +50 4 +00 4 +50 5 +00 5 +50 6 I 8 6 4 m '1 '0.00' N v 00' II o -p I 0 I I �1 II � O c Off' �9• QS, A ;� 9�0 tnm O ' ooR Cn h�i AshlaAshla 00 ' v ti 0 0 c \¢3 .55 > >6 9\ F / 1 U• �+ d' O H \6 ciri ("i W \`O0 0 Oq00q . .o ��O M �M,1 00 w U LEGEND ° A -- z = -- RIGHT -OF -WAY LINE Q; - - _ - = STORM SEWER LINE -- = SWALE = SANITARY SEWER LINE Q-I • = SANITARY SEWER MANHOLE �• (/� = FLOW DIRECTION �- = EXIST. CONTOURS 0 o = STORM BEEHIVE INLET ❑ = STORM INLET T.C. = TOP OF CASTING a INV. = INVERT RCP = REINFORCED CONCRETE PIPE PVC = POLYVINYLCHLORIDE SANITARY SEWER PIPE M.H. = MANHOLE 000 STIR. = STRUCTURE D. &U.E. = DRAINAGE AND UTILITY EASEMENT R.D.E. = REGULATED DRAIN EASEMENT MM• B.S.L. = BUILDING SETBACK LINE �, W V.W. = VARIABLE WIDTH PROP. = PROPOSED ME = MATCH EXISTING TYP. = TYPICAL r/1 — - — = SUBSURFACE DRAIN AND SUMP LINE H W = WATER LINE U� a = CONCRETE END SECTION = FLOOD ROUTE 000.0 = PROPOSED GRADE O STM STIR #700 = PROP. STORM STURCTURE N0. SAN STIR #900 = PROP. SANITARY STURCTURE NO. - O = EXIST. TREELINE = PROPOSED FIRE HYDRANT ® = PROPOSED WATER LINE VALVE 857.3 = PROPOSED PAD GRADE M.F.P.G. = MINIMUM FLOOD PROTECTION GRADE v OF PADS. MINIMUM GRADE FOR ANY N A j: J j; m LLin STRUCTURE OPENING (DOOR, WINDOW °o° ¢ A - A o CD WELL, OUTSIDE BASEMENT STAIR H ACCESS, ETC.) v 00 a Q o A A U A o� Q A 920 UQ o u7oo - - - -- - -O 6JOO 00 II �co CO C) N -- r-) CD 920 915 - 915 �(:::) �O+Q 0 II II En II ll 910 F- - ~ �. cn � � � ' �V) Ln - -- - Ln 910 905 905 0 CD II 900 900 - - - - - - -- - - -- - II, � 895 — N 895 a r7 - -- - - - -- 890 I 890 - 885 880 875 885 880 875 0 +00 0 +50 1+00 3 1 2 Vt I ■ N z C \ \\ \'iii \IIIIIII ///////// �P . Fi N0. ' — • 8827 — .. STATE OF ////'/fm S%NA� IIIII\ \ \ \\ ALLAN H. WEIHE P.E. 8827 V1 W o Q H a w az H a O M U U � a � o � � o o� (s•, �' a SHEET NO. PROJECT NO. W04 -0826 3 I N CO O 0 / oF_ W `9 I N CC) 0 O O cam' o� co o 0 CD � N T d / E 2 O z �o O ,1, >_�o O Q Q —J J J C� d Q) c.� n 0 i 910 1905 I'll ii FSTMI 10 9 8 r" O III o �o V) I LEGEND - - -- = RIGHT -OF -WAY LINE STORM S RUNE - = SWALE �� = SANITARY SEWE NE • = SANITARY SEWE OLE T-� = FLOW DIRECTI J EXIST. CONT URS RO F ?ev EWER PIPE LINE NO T VALVE 6N GRADE E FOR ANY ,OR, WINDOW <Al R \oo , � 00 -uZ LO � o -- - - - - o - I� O © °° O CD ��o + +o tea' +�; 6' EXISTING GRADE N II O V) 11 11 �� II rnN, u7Mo II II II it acv d- i o rn o � _ ( CO j - -- - -- - - - -- - -- - - -- -- - _ - - -- - ----- - -- - -- - -- - - - -- - - N-O cn. cn K/ ! V J- Ll J - + O \/ / l.� J �t�� 11 II / GRANULAR- o II j II +.BACKFILL . rn v ( ':REQ'D ' cn I ! I � �, v tl�. cn �- PROPOSED GRADE � .• •: }, y ' �•- ' II II 0 � - I/ •a„ i .. - °'GRANULAR -. BACK LL I .. I ..: A" 151' of 27" RCP @ 0.50% ° „ RCP @ 0.50 290 of 30 00 I i 0. 5 0 II� i ; 168 of 36 RCP @ co Ln „RCP @ 0.50% II -- 285 of 36 -- - - - - -- - °O - - - - -- - - - -- - - - -- - - -- -', � —_ - - -- r - - - -- - - - -- -- - „ - -- -050% � - . - -- - - - - - - - - - -- -- - -- - - -- - - - - -_ - � - i - - -� -- -- - -- — - — -- -- -- - 100 of 36 RCP @ d co 1'197 of 36 RCP @ 0.50% u7 II II > cO WATER AND SEWER UNDER CITY STREETS 6"CP @ Z cp ! ! II > Bedding, Haunching, Initial Backfill 1g5' of 3 II Bedding, haunching, initial backfill materials, placement ands' compaction for water mains, water service - - - -- - - - - � with -thy- standard - practice -of the laterals- y anitary mains- and unitary service laterals- shalt- txe- in- a�e�rda�ee It that has jurisdiction over the Installation. Final Backfill Final backfill for water mains, water service laterals, sanitary mains and sanitary service laterals under and j within 5 -feet of pavement shall be B- Borrow for Structure Backfill meeting the material requirements of the MOT and shall be compacted in 6 -inch maximum lifts to not less than 95% Standard Proctor Density - - - - -- - - - - - - - -- - - - - - - for the entire -depth of the material place - - - ' - - -- - --- - --- -- - - - - - - - -- �- - - -- - -- -- - -- -- - - -. - -- - - -- -�- - -- - - - - - - - -- I; -- - - - - - -- - - - - - - -- _ 6- inches of the excavation below the d. The backfill for the top _ start of the aggregate subbase of the pavement shall be No. 53 Stone meeting the material requirements of the INDOT and shall be compacted to 'not less than 95% Standard Proctor Density. If the 'standard jpractice of the utility that has jurisdiction over the installation has a more stringent final backfill requirement, the more stringent requirement shall govern. MINIMUM COVER FOR PIPE CROSSINGS OF CITY STREETS For installation Storm i Wer Mains, Sanitary Mains, Water Service Laterals, Sanitary Sewer Laterals under City streets regardless of hej jurisdiction utility, the minimum cover from the top of the installed pavement to the top of the installed pipe shall be the pavement section thickness (all bituminous and aggregate material above the subgrode) plus 11'-0". If, the standard practice of the utility that has jurisdiction over the installation has a more stringent cover requirement, the more stringent requirement 9101 9051 • ' , I I E6�I111 •• I ..�I 875 shall govern. 875 I I 0 +00 0 +50 1+00 1+50 2 +00 2 +50 3 +00 3 +50 4 +00 4 +50 5 +00 5 +50 6 +00 6 +50 7 +00 7 +50 8 +00 8 +50 9 +00 9 +50 10 +00 10 +50 11+00 11+50 12 +00 12 +50 13+00 13 +50 14 +00 14 +50 0 M k I lilt 7 6 5 4 3 2 1 U%6 tyi c� Nook U 00 00 I 00 00 .. x C> V M M 00 X V A z a 1 w a� w wJ 0000 V w O w� U� O� � _ 5 0 kn O V c7 Q �. _ Ln w = z °� Q� uA�o coo C7 oNO V F� U H f C) U A w H Q r� z 0 V) d P NO 0 8827 • — - '.. STATE OF SS/0NA1. I1111\0 ALLAN H. WEIHE P.E. 8827 Q) U M o Eel r� V1 1 W c ) j O o E 8 f o C z� f f� r o w W � � J 4 f. . J SHEET NO. 22 PROJECT NO. W04 -0826 Q) U M o Eel N T rl 3 ul ul (.0� N 00 O O Q) of U C3 00 o N co L0 O 0r o CD � N T O �E z �o `-0 F w o °Qo J J C� a- iU As- LO \\ s CID Qa / c o) I 1925 1920 J a J � � z 9 905 0 o ! > > n c 900 I I:• m� Fri CIO\ V it it I I I 000 LQ,00 -4- Arno moo moo 920 +N +N 915 -' - -V) co M0 V), I I I I I I I I I QOO M U U �NM V): (>7 F- (~. V) 9 905 0 o ! > > n c 900 I I:• m� Fri CIO\ V it it I I I �!1 925 WATER AND SEWER UNDER CITY STREETS i 920 915 915 i 915 COcOO co M0 (�° - QOO M water mains, water service laterals, sanitary mains and sanitary service laterals �NM CD r�Ln -�_ Lo �� °'o has jurisdiction over the installation. 910 +- �o CD ---�, C Final Backfill Final backfill for water mains, water service laterals, sanitary mains and CD i� 190' of 15" RCP @ 0.50% CD E sanitary service laterals under and within 5 -feet of pavement shall be II II V) II II ° 905 V) II II O 910 > o U �o � •��I • I I � ! 890 890 i � I ! 885 885 I I 880 880 + 0 +00 0+50 1+00 1+50 2 +00 2 +50 3 +00 I 8 rQ O O � lv Jti cn z: T rn � C) n U �\< \ (T) (.0 Q (-Tl �. CD O :D 7-3 rt Q o� \6 \ 19 , \< 9 1 \ C9 � 9p °3r �X 0 moo - m� 920 �!1 WATER AND SEWER UNDER CITY STREETS 920 915 915 -- - -�o ° r- ° CD 0 COcOO - (�° - water mains, water service laterals, sanitary mains and sanitary service laterals CD r�Ln �� °'o has jurisdiction over the installation. r_ w +- �o CD Lnm CD Final Backfill Final backfill for water mains, water service laterals, sanitary mains and CD Q ] r sanitary service laterals under and within 5 -feet of pavement shall be II II V) II II V) II II a a V) II II O 910 c� o U �o � �� U excavation start of 910 (n cn ,� _ —� material requirements of the INDOT and shall be compacted to not less than 95% Standard Proctor 905 Density. If the standard practice of the utility that has r` jurisdiction over the installation has a more stringent final backfill requirement, 905 rI the more stringent requirement shall govern. O 4 CD G4 C MINIMUM COVER FOR PIPE CROSSINGS OF CITY STREETS Ln C� O 1 For installation of Storm Mains, Water Mains, Sanitary Mains, Water Service Laterals, O co a II o jurisdiction of the utility, the minimum cover from the top of the installed 900 SHEET NO. 900 thickness (all bituminous and aggregate material above rthe -sugj radeJ1 plus °0 n — installation has a more stringent cover '�equireme -i, 'The more st in egt; a�O M 7 o @j 11 U mLn m cc > ' CN W04 -0826 II D II U x- 895 > N 895 - .— CV N p O �t 890 890 885 885 880 880 875 875 0 +00 0 +50 1 +00 1 +50 7 1 6 5 1 4 3 1 2 • 7-1 \0 00 0000 tn .. IT ��o M M 00 X w V LEGEND A - - - -- = RIGHT -OF -WAY LINE z = STORM SEWER LINE — = SWALE = SANITARY SEWER LINE - • = SANITARY SEWER MANHOLE = FLOW DIRECTION V1 �— = EXIST. CONTOURS a O o = STORM BEEHIVE INLET ❑ = STORM INLET T.C. = TOP OF CASTING a INV. = INVERT RCP = REINFORCED CONCRETE PIPE ^ PVC = POLYVINYLCHLORIDE SANITARY SEWER PIPE M.H. = MANHOLE M STR. = STRUCTURE Q D. &U.E. = DRAINAGE AND UTILITY EASEMENT Eoq R.D.E. = REGULATED DRAIN EASEMENT �f �y•• z B.S.L. = BUILDING SETBACK LINE W Qi V.W. = VARIABLE WIDTH PROP. = PROPOSED W ME = MATCH EXISTING TYP. = TYPICAL M — — — = SUBSURFACE DRAIN AND SUMP LINE W = WATER LINE o ^ a V = CONCRETE END SECTION x [] = FLOOD ROUTE E-+ Z8 = PROPOSED GRADE z � STM STR #700 = PROP. STORM STURCTURE NO. Z1 ' SAN STR #900 = PROP. SANITARY STURCTURE NO. = EXIST. TREELINE 0 2 V = PROPOSED FIRE HYDRANT ® = PROPOSED WATER LINE VALVE 857.3 = PROPOSED PAD GRADE w M. F. P. G. = MINIMUM FLOOD PROTECTION GRADE OF PADS. MINIMUM GRADE FOR ANY Q j _ Ln STRUCTURE OPENING (DOOR, WINDOW z o cLi Q j; o m D WELL, OUTSIDE BASEMENT STAIR H �� A o Z "D ACCESS, ETC.) o v o U WU � r� ate. A o Q A U A o� Q Q H. N0 _ • 8827 • `.. STATE OF S/ONAL 'C\\\\�� ALLAN H. WEIHE P.E. 8827 Q) V" a � �!1 WATER AND SEWER UNDER CITY STREETS ; Bedding, Hounching, Initial Backfill Bedding, haunching, initial backfill materials, placement and compaction for water mains, water service laterals, sanitary mains and sanitary service laterals shall be in accordance with the standard practice of the utility that has jurisdiction over the installation. r_ w Final Backfill Final backfill for water mains, water service laterals, sanitary mains and Q ] r sanitary service laterals under and within 5 -feet of pavement shall be a a B- Borrow for Structure Backfill meeting the material requirements of the INDOT and shall be compacted in 6 -inch maximum lifts to less than 95% O 9 F not Standard Proctor Density for the entire depth of the material placed. The backfill for the top 6- inches of the below the the z excavation start of aggregate subbase of the pavement shall be No. 53 Stone meeting the material requirements of the INDOT and shall be compacted to not less than 95% Standard Proctor Density. If the standard practice of the utility that has a G jurisdiction over the installation has a more stringent final backfill requirement, rI the more stringent requirement shall govern. O 4 G4 C MINIMUM COVER FOR PIPE CROSSINGS OF CITY STREETS O 1 For installation of Storm Mains, Water Mains, Sanitary Mains, Water Service Laterals, O Sanitary Sewer Laterals under City streets, regardless of the a o jurisdiction of the utility, the minimum cover from the top of the installed SHEET NO. pavement to the top of the installed pipe shall be the pavement: section thickness (all bituminous and aggregate material above rthe -sugj radeJ1 plus 1'-0". If the standard practice of the - utility,that`-,-fias�jynsdictror over✓ the installation has a more stringent cover '�equireme -i, 'The more st in egt; requirement shall govern. f e g `- ILI PROJECT NO. W04 -0826 1 Q) V" a � 0 T IN 3 a i CD 00 0 0 o� U L w cD � N 00 u) 0 o (D 00 oo� o� N Ta ..�wm LC,' � o J _J we 915 910 905 900 895 i•� • • 875 _1_ Op Ng., o \\ o� c) F PG 6 +6�i 90 5 . 908 36 AM i �8 V 5.0 E S 4 0 HORIZONTAL SCALE- R C , 3.0 r =50' T _ I L 5 2.0 o N L o C E i.o A L 0.0 M �o jo M LuI o+ F- Lf II II 01 U) i- 8 I - line M'�rke� �I 0 ....:::.:....._. i _ I 00 CD '4 C)) rno� r) CD orn ^ro00000 915 . �,�Oo i . +o for; �, ��° IY r� � r� N 1 -- 0 N - - - -- _ -_ - -- o cfl - - - - - - - - - -- - 11 �- r-o �—TC- + p O o) O� 1-•- rn rn g C-) C7 (f) f~fl v) - Ewa 91511915 ELW V) u)� 905 905 o 185' of 15" RCP @ 0.50% 1 g" RCP @ 0.50% N ° � 168 of o C� ° O b� o b� o I I !N Ln 0 > 900 900 ° -- - -- , of 1 -- > > — 25 ' �— — C71 CO N 895 895 ono' �- ! o - - - - -- - - - - - -- - -- - - -- - - - - - - - - - -- - - - - - -- - - -- - - 890 890 I� I 885 885 880 880 �I-- - - - - -- - - -- - -- 875 875 0 +00 0 +50 1 +00 1 +50 2 +00 2 +50 3 +00 3 +50 4 +00 4 +50 5 +00 5 +50 6 +00 6 +50 7 +00 7 +50 0 0 7 0 5 I � wl r rn o0 `v II 0 o CD 6318, o �I°o 1 I o z o � � 1 N �\ C) N �mlj-n N I - cn \rl \ 1 • ,-4 \0 00 C� \0 � 0 [--� \0 0 V W I in 00 00 IRT r �i O V M M 00 w a LEGEND ° A � - - - -- RIGHT -OF -WAY LINE z z _ _ = STORM SEWER LINE a — SWALE SANITARY SEWER LINE a • SANITARY SEWER MANHOLE FLOW DIRECTION Uj aJ EXIST. CONTOURS o STORM BEEHIVE INLET o STORM INLET T.C. TOP OF CASTING a I NV. INVERT •+ RCP REINFORCED CONCRETE PIPE PVC POLYVINYLCHLORIDE SANITARY SEWER PIPE 0 M.H. MANHOLE rA STR. STRUCTURE 00 D. &U.E. DRAINAGE AND UTILITY EASEMENT R.D.E. A REGULATED DRAIN EASEMENT �y B.S.L. BUILDING SETBACK LINE w V.W. VARIABLE WIDTH PROP. A PROPOSED ME MATCH EXISTING TYP. TYPICAL — — — SUBSURFACE. DRAIN AND SUMP LINE [-♦ W WATER LI N E O U Q CONCRETE END SECTION {� FLOOD ROUTE (� PROPOSED GRADE Q STM STR #700 PROP. STORM STURCTURE NO. Z SAN STR #900 PROP. SANITARY STURCTURE NO. 00 ° EXIST. TREELINE ~ V m PROPOSED FIRE HYDRANT PROPOSED WATER LINE VALVE 857.3 PROPOSED PAD GRADE Ln M.F.P.G. MINIMUM FLOOD PROTECTION GRADE OF PADS. MINIMUM GRADE FOR ANY : ('I A j.; = Ln STRUCTURE OPENING (DOOR, WINDOW z o w y o w (D WELL, OUTSIDE BASEMENT STAIR n CO ACCESS, ETC.) �i o z N c7 U a9 3 CD w A U A �n I ' Q W A\ A 4 J 2 • r•4 ell { ~±TSB s x 6 t� •L °'i' �. � Via• v �'? � �'1,, .v� 0 \\\\� \ \►, ►►III ► I ��,,, /. G�STE F�.S, '. _ • 8827 • .. STATE OF NACC / / /JillI1111 \\ ALLAN H. WEIHE P.E. 8827 V1 z V1 1 0�/ O�J H L O : O Lin; SHEET NO. PROJECT NO. W04 -0826 U aI Eel 4 E D _ I 920 915 . o LO O O o � o ��o O CD o �- r-o O o) O� F_ II II �+ o N� �O0 V) ! � �Lj V) ! ! li II 910 ---- - LO O u7 + CD I � II II 905 I @ 0.50% 133' of 15' RCP': @ 0.50% °O 120 of 15 RCP ° ,r, a % CD �I 900 @ WATER AND SEWER UNDER CITY STREETS 895 00 f 1 Bedding, Haunching, Initial Backfill Bedding, haunching, initial backfill' materials, placement and compaction for water mains, water service laterals, sanitary mains and sanitary service laterals shall be —' in accordance with the standard ',practice of the utility that has jurisdiction over the installation. 890 Final Backfill - -- -- - - � - service laterals, -- sanitary - mains' and sanitary— Finat- backfill for water mains-water service laterals under and within '5 -feet of pavement shall be B- Borrow for Structure Backfill meeting the material requirements of the INDOT and shall be compacted in 6 -inch maximum lifts to not less than 95% Standard Proctor Density for the entire depth of the material placed. The backfill for', the top 6- inches of the excavation below the start of the aggregate subbase of the the material requirements of the INDOT pavement shall be �ted tosn�l�sshan 885 - - -- - +- - -- - -' -- - -- �5� Standard Practor__pe'' -- and shall b. co Q -- �ity- I��h� standard practice of the utility that has jurisdiction over the installation has a more stringent final backfill requirement, the more' stringent requirement shall i i govern. MINIMUM COVER FOR PIPE CROSSINGS OF CITY STREETS 880 - - - - - -- -- - -- , f for installation of Storm Mains, Water- Mains Sanitary -Mains, Water Service -- Laterals, Sanitary Sewer Laterals under City streets, regardless of the jurisdiction of the utility, the minimum cover! from the top of',, the installed pavement to the top of the installed pipe shall be, the pavement section thickness (all bituminous and aggregate material above the subgrade) plus 1' -0 ". If the standard practice of the utility that has jurisdiction, over the installation has a more Stringent cover requirement, the more stringent requirement shall govern. 875 0 +00 0 +50 1+00 1+50 2 +00 2 +50 3+00 3 +50 4 +00 4+50 4 J 2 • r•4 ell { ~±TSB s x 6 t� •L °'i' �. � Via• v �'? � �'1,, .v� 0 \\\\� \ \►, ►►III ► I ��,,, /. G�STE F�.S, '. _ • 8827 • .. STATE OF NACC / / /JillI1111 \\ ALLAN H. WEIHE P.E. 8827 V1 z V1 1 0�/ O�J H L O : O Lin; SHEET NO. PROJECT NO. W04 -0826 U aI Eel 4 E D E U 0%] 3 N 00 O d O / y o � / o � N W / `D I N 00 Ln O 0 CD N CC T � / L 5 i0' Lij M 0��o ��I- � U -�o O Q Q J J J D d 10 I 9 i 8 I ? I 6 f� _u + ( \� 4L 9Z +Z 1, ld 00 +� t `I \ 00 +t L OD +S t SS 06� 00 +9 l GL lib�f 0 +L t 99 868 Z _ ZL'868 - - �1� 0 o �Q X��11 � M S I 1.00 S 69'968 00'L68 00'868 d tZ't6 +9 l Vv �V CIO o ^ 88 J/ S ao ;n � cv —To o! c o 00 000 co —202 8" SSP / �� N, o ��" l dSS #8 J0 , l l t � _ ! '068 _ cn co �. � o cfl o+v� O'S68 ! L68 Sp8 Z'868 0 IV CIO f �l w 0) co V n 5.0 ES 4.0 HORIZONTAL SCALE.- R C ' 3.0 50 ' T _ IL5 2.0 0 C4 r- o C E 1.0 A L 0.0 I, III 895 895 EXISTING GRADE �\ 00 rO o CD CD - + 00 i �� 890 ! f- 890 - N oo N O PROPOSED GRADE c� I00� 00 N-) �° �� r 17 u7 cD + co + 00 00 ~ 885 0 E N O j �' II II 885 II III �� 00 OU V). � CD �I o o N I I O ° 00 CD r` RANULA 1 .00% H- � � . BACKFILL I �� 455 Of 18 RCP � II 880 �' o cn cry ~ REQ'D 880 01 � ° CO I O � 2.2.9 %cam a7 00 N 06 C'4 1 g„ RCP j N 0O N 875 O, ° 0 95 °f 11 - - - - -- - - _ - -- - - -- - - - - - - - - - -- - 875 CD � n Lnl > � U 00; 0 00 U � rY Ln II II 870 �' `� 870 00 C"J ' I o I i 865 I i 865 860 ! 860 I 855 855 I I 850 ! 850 0 +00 0 +50 1 +00 1 +50 2 +00 2 +50 3 +00 3 +50 4 +00 4 +50 5 +00 5 +50 6 +00 6 +50 7 +00 :: X875 i V 1 900 Bedding, Haunching, Initial Backfill 895 LO CO O N ctJ �, co N N r- cD CO O0 N mains, water service laterals, sanitary mains and sanitary service laterals shall be d I� cD 1-_ ±00 011- �N00 DO �N00 co 890 - - - - - -00oo the installation. O "(n Final Backfill O -41- I""I (/) F- O 600 service laterals under and within 5 —feet of pavement shall be B— Borrow for Q V'' II z Structure Backfill meeting the material requirements of the INDOT and shall be w compacted in 6 —inch maximum lifts to not less than 95% Standard Proctor " a Density for the entire depth of the material placed. The backfill for the top 885 6— inches of the excavation below the start of the aggregate subbase of the O� H V).' pavement shall be No. 53 Stone meeting the material requirements of the INDOT ° and shall be compacted to not less than 95% Standard Proctor Density. If the V-) ° � N 7\° � M r� I standard practice of the utility that has jurisdiction over the installation has a C) 00 00 O co lil� OfOf govern. I �1 880 MINIMUM COVER FOR PIPE CROSSINGS OF CITY STREETS �r �t > U — c � N For instcllation of Storm Mains, Water Mains, Sanitary ains, Water Service rregardless A O N w Laterals, Sanitary Sewer Laterals under City streets, of the jurisdiction II � �- 0 0 of the utility, the minimum cover from the top of the installed pavement to the top the installed be the thickness 875 > ° a. of pipe shall pavement section (all bituminous ❑ and aggregate material above the subgrade) plus 1' -0 ". If the standard practice a" SHEET NO. 870 10 9 1 8 1 6 5 1 4 • .-4 NO 00 � N 0 qVIT" 00 0o IT .. x ��o M M 00 w� w a V LEGEND ° Q � - - - -- = RIGHT -OF -WAY LINE z z = STORM SEWER LINE 04 — = SWALE = SANITARY SEWER LINE a • = SANITARY SEWER MANHOLE = FLOW DIRECTION vj �— = EXIST. CONTOURS a O 0 = STORM BEEHIVE INLET ❑ = STORM INLET T.C. =TOP OF CASTING a I NV. = INVERT RCP = REINFORCED CONCRETE PIPE PVC = POLYVINYLCHLORIDE SANITARY SEWER PIPE M.H. = MANHOLE STR. = STRUCTURE A D. &U.E. = DRAINAGE AND UTILITY EASEMENT R.D.E. = REGULATED DRAIN EASEMENT 'a' �y•• z B.S.L. = BUILDING SETBACK LINE W �i V.W. = VARIABLE WIDTH PROP. = PROPOSED W ME = MATCH EXISTING TYP. = TYPICAL — — — = SUBSURFACE DRAIN AND SUMP LINE N W = WATER LI N E O Q = CONCRETE END SECTION V = FLOOD ROUTE Z8 z = PROPOSED GRADE � STM STR #700 = PROP. STORM STURCTURE NO. Z+ SAN STR #900 = PROP. SANITARY STURCTURE NO. �O = EXIST. TREELINE 0 = PROPOSED FIRE HYDRANT T = PROPOSED WATER LINE VALVE 857.3 = PROPOSED PAD GRADE M.F.P.G. = MINIMUM FLOOD PROTECTION GRADE 3 OF PADS. MINIMUM GRADE FOR ANY Ln STRUCTURE OPENING (DOOR, WINDOW °z o w ¢ QW m \ WELL, OUTSIDE BASEMENT STAIR �I z ��z 0 A o 1 H ACCESS, ETC.) H a z N c7 d3 w 0 a A o A A U A oa w H Q A Q O w 00\1 11111111,,,,,,, \\ N H • ►'V '''% P N0 _ • 8827 • STATE OF NAI ��11111111111 \ \ \ \ \\ ALLAN H. WEIHE P.E. 8827 WATER AND SEWER UNDER CITY STREETS U 2 1 1 V 1 Bedding, Haunching, Initial Backfill Bedding, haunching, initial backfill materials, placement and compaction for water mains, water service laterals, sanitary mains and sanitary service laterals shall be in accordance with the standard practice of the utility that has jurisdiction over the installation. U0 Final Backfill I""I Final backfill for water mains, water service laterals, sanitary mains and sanitary service laterals under and within 5 —feet of pavement shall be B— Borrow for Q Structure Backfill meeting the material requirements of the INDOT and shall be w compacted in 6 —inch maximum lifts to not less than 95% Standard Proctor a Density for the entire depth of the material placed. The backfill for the top 6— inches of the excavation below the start of the aggregate subbase of the O� H pavement shall be No. 53 Stone meeting the material requirements of the INDOT ° and shall be compacted to not less than 95% Standard Proctor Density. If the standard practice of the utility that has jurisdiction over the installation has a o more stringent final backfill requirement, the more stringent requirement shall govern. U �1 MINIMUM COVER FOR PIPE CROSSINGS OF CITY STREETS � c � For instcllation of Storm Mains, Water Mains, Sanitary ains, Water Service rregardless A O w Laterals, Sanitary Sewer Laterals under City streets, of the jurisdiction of the utility, the minimum cover from the top of the installed pavement to the top the installed be the thickness O ' ° a. of pipe shall pavement section (all bituminous ❑ and aggregate material above the subgrade) plus 1' -0 ". If the standard practice a" SHEET NO. of the utility that has jurisdiction over the installation has a more stringent cover requirement, the more stringent requirement shall govern. z 1 t Y -tom' PROJECT NO. W04 -0826 2 1 1 -SSW c5 h- vv� ti JCL�,��rx qk� ad Li Z Q (/1 li W O I N 00 O ,'I- CD ID C r O � U Q, O c W tO I N 00 LO 00- O a� O d N L / C p Q Z � C LL �Z \H U ,O � C 0 Q o a Q O I N 00 O O N O U � / 0 o w �o I N N O Ln O (D O �a NL O � O ` N ) O w � UO>- V--C OQQ- J G d U) 0 3 Z Q o I N 00 O d O N c� o� / cc 0 -:J D `O N O 't - O O N d O O O 1 T jo �s -71 Ln ; m °�� U >- �o 10 I 9 I 8 SAN STR 920 TC= 876.60 INV OUT =868. 7 II INV IN =868. V E-15.0 C.A. D. &U.E. j 6 3 F 8 SSP 3.53' 895. _ $SP (� 3 90% 888.3 �° 3.00% , -10_ 891.6 rill- 94 Ln ° F Ln S. • ° 1598 _ o 0 _ 888.80 �I i tri / �f%66 5. r . o a' SAN STR 961 `.. TC- f 1 LJ - °° m N it i II �j l I INV OUT = 872.92(5) TC= 885.40 III ; I INV IN= 873.02(N) .. o '�? - INV OUT= 878.80 M m.. 2 h _ v -87 Oi p - C 870 1+ w�l H � � o STM STR #7 00 = PROP STORM STURCTURE NO U 0 c r "_ cn M--1 w �- I w - 447 SAN ;STR _ N ti .N TC= 895.00 SAN STR #900 = PROP. SANITARY STURCTURE N0. O -� Q . � I - I r� w I II + CO - `b OUT =B .29 INV = EXIST. TREELINE - 00 W � N �, o o _ 4 2 _ INV I ,, n, I = PROPOSED FIRE HYDRANT co Ln -o'er. w. I .r) �I . II .- 44 I ° 4 3 o 0 9 2 30 �� S F. _ ,,,,:_ r - I: _ PROPOSED WATER LINE VALVE C.A. 8 86.8 _ > , `I 0 - _ � o z I 18900 S.F. z -- - �o° - 8 9 .�`� 857.3 0 - PROPOSED PAD GRADE 7 24 S F. _ o gg 46 47 W 16 s� o 99 S. F: o7o 4-00 II 4 ' .. ,. N ,. z - - t M.F.P.G. = MINIMUM PROTECTION RA U FLOOD GRADE N + � I � - nve I' � 9 2509 S F. °- OF PADS. MINIMUM GRADE FOR ANY STRUCTURE OPENING DOOR WINDOW ES 4.0 HORIZONTAL SCALE: R C 3.0 50 ' T _ I A5 2.0 g N o Ln o A C E 1.0 L 0.0 • T= 86.12 0, + Fe INV OUT= °' ao 0 B.S.L. S 4 !. W re v / _ _ WELL OUTSIDE BASEMENT STAIR _ 876.22 I � IN 9- --_':' h � _ _ 6 � Imo, , SAN ACCESS, ETC.) o i - . -892.3 _ 8 0 SSP � in 8.3 CL i m 893. WATER AND SEWER UNDER CITY STREETS Bedding, Haunching, Initial Backfill Bedding, hounching, initial backfill materials, placement and compaction for water mains, water service laterals, sanitary mains and sanitary service laterals shall be in accordance with the standard practice of the utility that has jurisdiction over the installation. Final Backfill Final backfill for water mains, water service laterals, sanitary mains and sanitary service laterals under and within 5 -feet of pavement shall be B- Borrow for Structure Backfill meeting the material requirements of the INDOT and shall be compacted in 6 -inch maximum lifts to not less than 55% Standard Proctor Density for the entire depth of the material placed. The backfill for the top 6- inches of the excavation below the start of the aggregate subbase of the pavement shall be No. 53 Stone meeting the material requirements of the INDOT and shall be compacted to not less than 95% Standard Proctor NOTES: Density. If the standard practice of the utility that has jurisdiction over the installation has a more stringent final backfill requirement, the more stringent requirement shall govern. THERE ARE TO BE NO WATER VALVES OR MANHOLES PLCACED WITHIN THE PAVEMENT, MINIMUM COVER FOR PIPE CROSSINGS OF CITY STREETS CURBS OR SIDEWALKS. For installation of Storm Mains, Water Mains, Sanitary Mains, Water Service Laterals, SANITARY SEWER STRUCTURES ARE DESIGNATED AS Sanitary Sewer Laterals under City streets, regardless of the jurisdiction of the utility, the "G.O. ", INDICATING GLEN OAKS AS REQUESTED BY minimum cover from the top of the installed pavement to the top of the installed pipe shall be the pavement section thickness (all bituminous and aggregate material above the CTE ENGINEERS, INC. (CLAY TOWNSHIP REGIONAL subgrade) plus V -0 ". If the standard practice of the utility that has jurisdiction over the WASTE DISTRICT CONSULTING ENGINEERING FIRM) installation has a more stringent cover requirement, the more stringent requirement shall govern. i R.MATION BENCHMARK INFO I I LEE 4 RESET The station is located about 2.65 miles NE of Eagle Village; a6out-1500--feet sou h of --he in�ersec Ion of -We8 Tg6th Street, along Shelborn� Road; set li l the top of a concrete post, surrounded by an approximate 12 foot square concrete slab, abut flush with 'the ground. A Department .9f Natural Resources brass control station tablet, stamped "LEE 4 Reset ". ELEVATION 9 910.90 f -' et -�NGVD 19219)_ 885 Oi p - C 870 1+ w�l H � � o V) II U 0 QI, U xj V)! V) F- C) CV Ln M--1 o Q� 880 +00 N 00 + CO - 00 W I-- Cn II II ~ co 875 p CD CO a ter- i C D' �- w CV ;CV M �oo ~ cn II coIco 870 o7o 4-00 • • - F• • R 855 IN Q) 0 +00 i I i fi Vm4 %0 00 �o V W 4TITW 00 00 IT +�-+ °o V M M 00 X U �z a .� v� 040 a� 00 0 W VrA V o z z k � � 0 0 A _ Ln w va �o� Ap c\o C) V 000 (j am x 3 °� w Con a, A o A A U Q as A 0 �• \ . F / N0. - • 8827 i • _ 895 STATE OF sS/ONAL '��!l1111111111�� ALLAN H. WEIHE P.E. 8827 X385' of 8" PI 0 +50 1+00 1+50 C 875 C.] 870 w�l H � � o U 0 C) CV Ln C\J o Q� +00 N 00 + CO - 00 r� co I-- Cn II II ~ co CD CO -� N O D' �- M �oo ~ cn II 4-00 II I Vm4 %0 00 �o V W 4TITW 00 00 IT +�-+ °o V M M 00 X U �z a .� v� 040 a� 00 0 W VrA V o z z k � � 0 0 A _ Ln w va �o� Ap c\o C) V 000 (j am x 3 °� w Con a, A o A A U Q as A 0 �• \ . F / N0. - • 8827 i • _ 895 STATE OF sS/ONAL '��!l1111111111�� ALLAN H. WEIHE P.E. 8827 X385' of 8" PI 0 +50 1+00 1+50 C 875 C.] I 7 u' J 4 3 2 SHEET NO. n; PROJECT NO. W04 -0826 870 w�l H � � o U 0 o Q� I 7 u' J 4 3 2 SHEET NO. n; PROJECT NO. W04 -0826 3 z Q co 0 0 Q) of v � / 0 w� / N 0 O S N O O N �aQ0 au O o� O N T d = C u } m °w Qow�- U � � O O Q Q Lam Q) 0 U 0 10 8 UK I on 7 I 5 4 3 2 Au i ��O,O�O u 00 00 00 00 t..: � ° x V-4 V-4 V M M 00 x w �V O WQ �z a ao w� a a 00 o w H V� z O� � 0 o V QD cli 3 A _ O a� w Z� ern qqW C�A� qWm� CD U `t O C7 oNO ~ UW W CD Q o A A U Q W H Q q .q. Z Q z 0 N H • W '% P \, . . 4ti ._ �GISTE NO • 8827 • STATE OF S�4NAL ALLAN H. WEIHE P.L. 8827 V L W` t c i O w a] A 6 E O r c a a u 4 MM od � > o zG SHEET NO. 30 PROJECT NO. W04 -0826 a� U WIN .=o M (1 U 3 Z Q cn N 00 O 0 o� U / 0 / N OJ L0 O � � O O N d 0 0� O L T ='E o }' v� w m z �o �� -w � o 10 00 :h°' 98 _R 7� '5 l S.F. -3 1t4,4 UN; -gg - 00,.. U, V in 5.0 E S, 4.0 HORIZONTAL SCALE: R C ' 3.0 T IL5 2.0 0 04 o r- o C E 1.0 A L 0.0 i 8 I I I a 0 cb C LEGEND = RIGHT -OF -WAY LINE Q = STORM SEWER LINE SWALE = SANITARY SEWER LINE �Q / 0° 5�� , • = SANITARY SEWER MANHOLE = FLOW DIRECTION Cb = EXIST. CONTOURS o = STORM BEEHIVE INLET Off/ Cb �p ❑ = STORM INLET ,alb `� �p �p� T.C. = TOP OF CASTING A INV. = INVERT Z RCP = REINFORCED CONCRETE PIPE PVC = POLYVINYLCHLORIDE SANITARY SEWER PIPE 414- SF M.H. = MANHOLE 23 STIR. = STRUCTURE D. &U.E. = DRAINAGE AND UTILITY EASEMENT R.D.E. = REGULATED DRAIN EASEMENT B.S.L. = BUILDING SETBACK LINE V.W. = VARIABLE WIDTH �O• PROP. = PROPOSED ME = MATCH EXISTING of Bue 1 TYP. = TYPICAL Exase�en pp D-6- yvc — — — = SUBSURFACE DRAIN AND SUMP LINE Jo. der t ouV A5( W = WATER LINE per ES e requ�r S Q = CONCRETE END SECTION P peli� = FLOOD ROUTE �9'os8 040.4 = PROPOSED GRADE \ ��s STM STIR #700 = PROP. STORM STURCTURE NO. 0 \� SAN STR #900 = PROP. SANITARY STURCTURE NO. X00 9 = EXIST. TREELINE = PROPOSED FIRE HYDRANT = PROPOSED WATER LINE VALVE 9 \� 9� \ �9, 857.3 = PROPOSED PAD GRADE 9'.92, M.F.P.G. = MINIMUM FLOOD PROTECTION GRADE OF PADS. MINIMUM GRADE FOR ANY i \ STRUCTURE OPENING (DOOR, WINDOW & WELL, OUTSIDE BASEMENT STAIR ACCESS, ETC.) BENCHMARE\.1-17-16. INFORMATION LEE 4 RESET The stations �s located about 2.65 miles NE of Eagle, Village; - -- 9 - -- - -- - - - -- - - - 920 -outh of tn- enters t�on_of�Ne�t_ 14�t1i _ - - - -- -- - - - - -- -- -- - -- -- - - - -- - — - - - -- - - -- - -- - - -- - -Gboijt 15 Street, along Shelborne Road; set in the top of a concrete - - -- - post, surrounded by an pproximate 2j foot square concrete slab, about, with the ground. A Department of Natural I Resources brass control tation tablet, stamped "LEE 4 Reset ". ELEVATION 910.90 fee ( NGVD 1929 ) 915 r 915 j 0- N U) II LI B o w z CN � I I Q� � cn II II � Cn � [� - - -- - - -- - - -- - -- - - - -- ,n O O � Q 910 z 910 Ln +� �O 7 cn II II II U C¢n CO � CCn C/-) / 9 '—' 905 05 0 Cq a _ I�0 I Fll � O co � U o� N j II II 900 �-' � +� 1 —rt 353' o I I I I � z — ooO cv j � I cn cn ~ Q ° j o0 199' of 8" PVC; @ 0.45% �� / �r �n oo co G) Cd 398 of 8 PVC @ 0.45% r`r; 000000 00 M 895 y1rv� 895 —._ t --t- _ rtf 8 PVC @ 0 - - -- - 6 L6 Ln II II i Of 8„ @ 0.73% Ln � a) 318 o PVC �� co co » > 0000 c c I II I I I I I � O � C) r` Q� L a) N 890 - -- -- 890 N- - - -- - - - - - - - - - -- - -- -- -- - -- -- -- - -- - - - - - - - 322' of 8PV" —O-$4% -- -� - - 45 -- �o o o0 00, 0000 N 0000 > j i I C '�� I it i 885 II II —� j 885 >> 880 880 - — -- - i i III I i I I I i i � �� I I II ', 875 ! 875 I i 13 +00 13 +50 14 +00 14 +50 15 +00 15 +50 16 +00 16 +50 17 +00 17 +50 18 +00 18 +50 19 +00 19 +50 20 +00 20 +50 21+00 21+50 22 +00 22 +50 23 +00 23 +50 24 +00 24 +50 25 +00 25 +50 26 +00 26 +50 27 +00 27 +50 28 +00 SRI I 3 C01 $ YY4ij a s 10 I 9 I 8 I I 6 I 5 I 4 I 3 I 2 I 1 • •-4 \00 W 0000 0000 I .. M M 00 X w a V Q �z 44 a . V1 V1 p� 1.40 a O V1 A N 0 " V0 0 W z kn O + N A y _ Ln w F °� Q �0 CD U Z V ~ U NCD r W A Q U A m H Q 0 \\\\\ 0,►i l I I I i ►� / /�,,��i 0,PN...H.. F/'' %��. NO _ • 8827 ` • _ .. STATE OF sS1ONAL ALLAN H. WEME P.P. 8827 V 1 rT�l� 1.4 _ a w � a ' c o z o o < r aG 4 K J 4 o > o ZG a SHEET NO. PROJECT NO. W04 -0826 Q) U a-ON .SM WATER AND SEWER UNDER CITY STREETS Bedding, Hounching, Initial Backfill Bedding, hounching, initial backfill materials, placement and compaction for water mains, water service laterals, sanitary mains and sanitary service laterals shall be in accordance with the standard practice of the utility that has jurisdiction over the installation. Final Backfill Final backfill for water mains, water service laterals, sanitary mains and sanitary service laterals under and within 5 -feet of pavement NOTES: shall be B- Borrow for Structure Backfill meeting the material requirements of the INDOT and shall be compacted in 6 -inch maximum lifts to not less than 95% Standard Proctor Density for the entire depth of the material placed. The backfill for the top 6- inches of THERE ARE TO BE NO WATER VALVES OR the excavation below the start of the aggregate subbase of the pavement shall be No. 53 Stone meeting the material requirements of MANHOLES PLCACED WITHIN THE PAVEMENT, the INDOT and shall be compacted to not less than 95% Standard Proctor Density. If the standard practice of the utility that has jurisdiction over the installation has a more stringent final backfill requirement, the more stringent requirement shall govern. CURBS OR SIDEWALKS. SANITARY SEWER STRUCTURES ARE DESIGNATED AS MINIMUM COVER FOR PIPE CROSSINGS OF CITY STREETS "G.O. ", INDICATING GLEN OAKS AS REQUESTED BY For installation of Storm Mai.is, Water Mains, Sanitary Mains, Water Service Laterals, Sanitary Sewer Laterals under City streets, CTE ENGINEERS, INC. (CLAY TOWNSHIP REGIONAL regardless of the jurisdiction of the utility, the minimum cover from the top of the installed pavement to the top of the installed pipe WASTE DISTRICT CONSULTING ENGINEERING FIRM) shall be the pavement section thickness (all bituminous and aggregate material above the subgrade) plus 1 -0 . If the standard practice of the utility that has jurisdiction over the installation has a more stringent cover requirement, the more stringent requirement shall govern. I BENCHMARE\.1-17-16. INFORMATION LEE 4 RESET The stations �s located about 2.65 miles NE of Eagle, Village; - -- 9 - -- - -- - - - -- - - - 920 -outh of tn- enters t�on_of�Ne�t_ 14�t1i _ - - - -- -- - - - - -- -- -- - -- -- - - - -- - — - - - -- - - -- - -- - - -- - -Gboijt 15 Street, along Shelborne Road; set in the top of a concrete - - -- - post, surrounded by an pproximate 2j foot square concrete slab, about, with the ground. A Department of Natural I Resources brass control tation tablet, stamped "LEE 4 Reset ". ELEVATION 910.90 fee ( NGVD 1929 ) 915 r 915 j 0- N U) II LI B o w z CN � I I Q� � cn II II � Cn � [� - - -- - - -- - - -- - -- - - - -- ,n O O � Q 910 z 910 Ln +� �O 7 cn II II II U C¢n CO � CCn C/-) / 9 '—' 905 05 0 Cq a _ I�0 I Fll � O co � U o� N j II II 900 �-' � +� 1 —rt 353' o I I I I � z — ooO cv j � I cn cn ~ Q ° j o0 199' of 8" PVC; @ 0.45% �� / �r �n oo co G) Cd 398 of 8 PVC @ 0.45% r`r; 000000 00 M 895 y1rv� 895 —._ t --t- _ rtf 8 PVC @ 0 - - -- - 6 L6 Ln II II i Of 8„ @ 0.73% Ln � a) 318 o PVC �� co co » > 0000 c c I II I I I I I � O � C) r` Q� L a) N 890 - -- -- 890 N- - - -- - - - - - - - - - -- - -- -- -- - -- -- -- - -- - - - - - - - 322' of 8PV" —O-$4% -- -� - - 45 -- �o o o0 00, 0000 N 0000 > j i I C '�� I it i 885 II II —� j 885 >> 880 880 - — -- - i i III I i I I I i i � �� I I II ', 875 ! 875 I i 13 +00 13 +50 14 +00 14 +50 15 +00 15 +50 16 +00 16 +50 17 +00 17 +50 18 +00 18 +50 19 +00 19 +50 20 +00 20 +50 21+00 21+50 22 +00 22 +50 23 +00 23 +50 24 +00 24 +50 25 +00 25 +50 26 +00 26 +50 27 +00 27 +50 28 +00 SRI I 3 C01 $ YY4ij a s 10 I 9 I 8 I I 6 I 5 I 4 I 3 I 2 I 1 • •-4 \00 W 0000 0000 I .. M M 00 X w a V Q �z 44 a . V1 V1 p� 1.40 a O V1 A N 0 " V0 0 W z kn O + N A y _ Ln w F °� Q �0 CD U Z V ~ U NCD r W A Q U A m H Q 0 \\\\\ 0,►i l I I I i ►� / /�,,��i 0,PN...H.. F/'' %��. NO _ • 8827 ` • _ .. STATE OF sS1ONAL ALLAN H. WEME P.P. 8827 V 1 rT�l� 1.4 _ a w � a ' c o z o o < r aG 4 K J 4 o > o ZG a SHEET NO. PROJECT NO. W04 -0826 Q) U a-ON .SM -E ■ U)■ �E Q11 _U I U 3 Z Q cn �I N 00 O O N N o� U o �o w� � I N 00 L0 O �CL CJ7D _ C QD (D O O o i T 6 "E r o� �LLJ U >- �O J CD / 'D� Fe. 0 0 /W � _ �n h� cn I o 0 5. 5. V F' e a0 ��• Q,' �o '� �� B r r ^. FrA �P � Q �00 6 o 0 Q 00 0 e � cb \ 0 40 B.S.L. 6' Qc 2\ n / '�/ 26 / �'� O. •pp co °�o I ai te)' aJ - 0 c k 910 �� o I O Q� -\Qo 20 D. & U.E. 3 1' Q o o/ `V F Lo % \ oX ,911.5 Q x o' 25 63,3 0 (J .. C a� .° 00 `L o Q o Q / C ;v o - 1 SS (� 1 18� 911 ° `C 88.04 � � u: E r °° ,JtUU �_ 9 1.3 •• V , oat / ' �? 2k 59 910 _ -- \ 909 -38 �-10. ___ 3A X92 PT 32 +7100 I —�3 I _'34_W S 0 3 +95.90 hP 911 34.2 f O lb / r , 90955 91 •99' - - -_ PO 34 +64.992 o� •� 00� `�\ / / �� X, 19 21 911.51 -- - _ _ 3S p aka °° 6 5 71.29 O�ROOKI) °oC h �� °' �' °� � _ —�20' D. &U.E. 911.6 i 82.23 � —�1� YE 97> o cc � ., \ CO. � � �, � � •00 �`c�'• � .,�/ `�. 911.7 9� / y ° 9 G- rr i / IC, I rQ` S 4230'07" E 79.57' - f I s e 9�9��j I BENCHMAIRIK.— INFORMATION- V 5.0 E S, 4.0 HORIZONTAL SCALE: T 1 L5 2.o g LO tn o C E 1.0 Ln A L 0.0 925 920 915 W. 0 0 I- + C n, N U) II II LEE 4 RESET The station is located about 2.65 miles NE of Eagle Village; about 1500 feet south of the intersection of West 146th Street, along Shelborne Road; set in the top of a concrete post, surrounded by an approximate 2 foot square concrete slab, about flush with the ground. A Department of Natural Resources brass control station tablet, stamped "LEE 4 Reset ". ELEVATION - 910.90 feet (NGVD 1929) BUCKEYE PIPELINE MR. ED GARZA BUS. 291 -3121 CELL 502 -2029 4527 N. MERIDIAN ROAD HUNTINGTON, INDIANA 46750 MARATHON PIPELINE � MR. DEREK SHEETS BUS. 291 -9460 CELL 432 -4356 10722 EAST C.R. 300 NORTH INDIANAPOLIS, INDIANA 46234 ' - - - -- = RIGHT -OF -WAY LINE I I = STORM SEWER LINE oD 10 I U = SANITARY SEWER LINE CD / 'D� Fe. 0 0 /W � _ �n h� cn I o 0 5. 5. V F' e a0 ��• Q,' �o '� �� B r r ^. FrA �P � Q �00 6 o 0 Q 00 0 e � cb \ 0 40 B.S.L. 6' Qc 2\ n / '�/ 26 / �'� O. •pp co °�o I ai te)' aJ - 0 c k 910 �� o I O Q� -\Qo 20 D. & U.E. 3 1' Q o o/ `V F Lo % \ oX ,911.5 Q x o' 25 63,3 0 (J .. C a� .° 00 `L o Q o Q / C ;v o - 1 SS (� 1 18� 911 ° `C 88.04 � � u: E r °° ,JtUU �_ 9 1.3 •• V , oat / ' �? 2k 59 910 _ -- \ 909 -38 �-10. ___ 3A X92 PT 32 +7100 I —�3 I _'34_W S 0 3 +95.90 hP 911 34.2 f O lb / r , 90955 91 •99' - - -_ PO 34 +64.992 o� •� 00� `�\ / / �� X, 19 21 911.51 -- - _ _ 3S p aka °° 6 5 71.29 O�ROOKI) °oC h �� °' �' °� � _ —�20' D. &U.E. 911.6 i 82.23 � —�1� YE 97> o cc � ., \ CO. � � �, � � •00 �`c�'• � .,�/ `�. 911.7 9� / y ° 9 G- rr i / IC, I rQ` S 4230'07" E 79.57' - f I s e 9�9��j I BENCHMAIRIK.— INFORMATION- V 5.0 E S, 4.0 HORIZONTAL SCALE: T 1 L5 2.o g LO tn o C E 1.0 Ln A L 0.0 925 920 915 W. 0 0 I- + C n, N U) II II LEE 4 RESET The station is located about 2.65 miles NE of Eagle Village; about 1500 feet south of the intersection of West 146th Street, along Shelborne Road; set in the top of a concrete post, surrounded by an approximate 2 foot square concrete slab, about flush with the ground. A Department of Natural Resources brass control station tablet, stamped "LEE 4 Reset ". ELEVATION - 910.90 feet (NGVD 1929) BUCKEYE PIPELINE MR. ED GARZA BUS. 291 -3121 CELL 502 -2029 4527 N. MERIDIAN ROAD HUNTINGTON, INDIANA 46750 MARATHON PIPELINE � MR. DEREK SHEETS BUS. 291 -9460 CELL 432 -4356 10722 EAST C.R. 300 NORTH INDIANAPOLIS, INDIANA 46234 ' - - - -- = RIGHT -OF -WAY LINE I I = STORM SEWER LINE oD I U = SANITARY SEWER LINE Irn = SANITARY SEWER MANHOLE O O = FLOW DIRECTION + N ro m E = STORM BEEHIVE INLET rq G) = STORM INLET T.C. + - r-) - - -- - - - - -- - - -- -- - -- - I . -- - i U - -- RCP = REINFORCED CONCRETE PIPE - _ -- - - - - - - - - - - - - - - - -- � \ M.H. = MANHOLE F- cn i I I I D. &U.E. Q _� 0 R.D.E. II II z _ Uncn� z o Q �U = PROPOSED ME = MATCH EXISTING Q - i Un cn t- — — — = SUBSURFACE DRAIN AND SUMP LINE W cn an - �- Q = CONCRETE END SECTION = FLOOD ROUTE T 910 - - -- - - -- - - ;- - - - -- - [U l I I II 1 i 905 'I � - -- ' -- - - -- -- - - - - - - - � - - - - -- � 45 % -- -- -- - -- - - - g,, P 0. o � _ -- - - -i - 330' of VC o •4 5� f 8 PVC �r � I I I � � 305 0 00 0-) CD J c\�NN II II od0 n\ 353'�� > > , oo > > a� O -zt LC) L11) 000000 0o ao 00 895 - -- - - -- - - -- - -- - - -- - - - - - -- - - -- - - - - - -- - -- - - - - - - - - - r- - -- I I Q 1(, >> > C C C II I II i -- - -� t- - -- - - - - - r - -- -- ' i 885 � I I � - - - - - - - _ - - -: - - - -- I - - - _- .- -- -- - _ -- - - - - -- -- - - -- - - - - -- - - -- - - -,, - - - - - -- - - - -- - - - - I i II 880 26+00 26 +50 27 +00 27 +50 28 +00 28 +50 29 +00 29 +50 30 +00 30 +50 31+00 31+50 32 +00 32 +50 33+00 33 +50 34 +00 34 +50 35 +00 35 +50 36 +00 36 +50 M 10 9 8 7 6 5 4 WATER AND SEWER UNDER CITY STREETS LEGEND - - - -- = RIGHT -OF -WAY LINE = STORM SEWER LINE — — = SWALE U = SANITARY SEWER LINE • = SANITARY SEWER MANHOLE = FLOW DIRECTION �— = EXIST. CONTOURS o = STORM BEEHIVE INLET ❑ = STORM INLET T.C. = TOP OF CASTING INV. = INVERT RCP = REINFORCED CONCRETE PIPE PVC = POLYVINYLCHLORIDE SANITARY SEWER PIPE M.H. = MANHOLE STR. = STRUCTURE D. &U.E. = DRAINAGE AND UTILITY EASEMENT R.D.E. = REGULATED DRAIN EASEMENT B.S.L. = BUILDING SETBACK LINE V.W. = VARIABLE WIDTH PROP. = PROPOSED ME = MATCH EXISTING TYP. = TYPICAL — — — = SUBSURFACE DRAIN AND SUMP LINE W = WATER LINE Q = CONCRETE END SECTION = FLOOD ROUTE = PROPOSED GRADE STM STR #700 = PROP. STORM STURCTURE NO. SAN STIR #900 = PROP. SANITARY STURCTURE NO. = EXIST. TREELINE = PROPOSED FIRE HYDRANT = PROPOSED WATER LINE VALVE 857.3 = PROPOSED PAD GRADE M.F.P.G. = MINIMUM FLOOD PROTECTION GRADE OF PADS. MINIMUM GRADE FOR ANY 19 O� W STRUCTURE OPENING (DOOR, WINDOW WELL, OUTSIDE BASEMENT STAIR ACCESS, ETC.) Bedding, Hounching, Initial Backfill Bedding, hounching, initial backfill materials, placement and compaction for water mains, water service laterals, sanitary mains and sanitary service laterals shall be in accordance with the standard practice of the utility that has jurisdiction over the installation. Final Backfill Final backfill for water mains, water service laterals, sanitary mains and sanitary service laterals under and within 5 —feet of pavement shall be B— Borrow for Structure Backfill meeting the material requirements of the INDOT and shall be compacted in 6 —inch maximum lifts to not less than 95% Standard Proctor Density for the entire depth of the material placed. The backfill for the top 6— inches of the excavation below the start of the aggregate subbase of the pavement shall be No. 53 Stone meeting the material requirements of the INDOT and shall be compacted to not less than 95% Standard Proctor Density. If the standard practice of the utility that has jurisdiction over the installation has a more stringent final backfill requirement, the more stringent requirement shall govern. MINIMUM COVER FOR PIPE CROSSINGS OF CITY STREETS For installation of Storm Mains, Water Mains, Sanitary Mains, Water Service Laterals, Sanitary Sewer Laterals under City streets, regardless of the jurisdiction of the utility, the minimum cover from the top of the installed pavement to the top of the installed pipe shall be the pavement section thickness (all bituminous and aggregate material above the subgrade) plus V -0". If the standard practice of the utility that has jurisdiction over the installation has a more stringent cover requirement, the more stringent requirement shall govern. 925 NOTES: 920 THERE ARE TO BE NO WATER VALVES OR MANHOLES PLCACED WITHIN THE PAVEMENT, CURBS OR SIDEWALKS. SANITARY SEWER STRUCTURES ARE DESIGNATED AS 915 "G.O. ", INDICATING GLEN OAKS AS REQUESTED BY CTE ENGINEERS, INC. (CLAY TOWNSHIP REGIONAL WASTE DISTRICT CONSULTING ENGINEERING FIRM) are 905 � � 1 * We 3 2 r: • V-4 \0 00 V1 �o U ITIq% 00 00 U M M 00 X �l w h+H V O U H �Q 44 1� a . V1 040 (4 O C/1 N W O U �� V 19 O� W O ° V w 0 DO HMI 3 -I Ca J �� Ao Ln c\o A A A PP o Q U W Q Q CA CA 0 �a \``\\\��\ 11 � ► � I 1 111,,,,,, //� H. N0. • 8827 • .- STATE OF : 0� NAL ��1111111111��\ ALLAN H. WEME P.E. 8827 U w o � OU o Fi-� � •p W o Z o M U w V 0 a/ O O W SHEET NO. PROJECT NO. W04 -0826 C- © �1 Q) ■ U IN O \ Cc,� \6 O` J 0 J J ti V 5.0 ES 4.0 HORIZONTAL SCALE.- R C ' 3.0 T I A= L5 LO o C E 1.0 A L 0,0 925 -- - -! - ! - ! 920 - ° 915 + - -C�--, O 910 905 885 Q N 00 0 880 0 U Q, o W D N 00 L0 0 ,It LC) O O d N r � a co m 0 O -u 'E 0 65 w m z �o o� w v °moo oa oa- - - - -- = RIGHT -OF -WAY LINE I o/ 920 1 6 ` \,2.. /n rc. -9, 29930 S n � _ � 90, F 3 2 N� CY N��, } ' 30" 65.46 E W -7 6 T.C. = TOP OF CASTING I1NV OUT_ - 904.61 8 U q 1 = POLYVINYLCHLORIDE SANITARY SEWER PIPE M.H. 10 9 SF D. &U.E. = DRAINAGE AND UTILITY EASEMENT R.D.E. = REGULATED DRAIN EASEMENT V 5.0 ES 4.0 HORIZONTAL SCALE.- R C ' 3.0 T I A= L5 LO o C E 1.0 A L 0,0 925 -- - -! - ! - ! 920 - ° 915 + - -C�--, O 910 905 885 Q N 00 0 880 0 U Q, o W D N 00 L0 0 ,It LC) O O d N r � a co m 0 O -u 'E 0 65 w m z �o o� w v °moo oa oa- 925 - - - -- = RIGHT -OF -WAY LINE I o/ 920 = SWALE 6 ` \,2.. /n rc. -9, 29930 S n � _ � 90, F S� \ �— N� CY N��, } ' 30" 65.46 E W SAN STR 943 s TC =912.50 D% T.C. = TOP OF CASTING I1NV OUT_ - 904.61 Q �U U q 1 = POLYVINYLCHLORIDE SANITARY SEWER PIPE M.H. = MANHOLE ,31476 Birp'h SF D. &U.E. = DRAINAGE AND UTILITY EASEMENT R.D.E. = REGULATED DRAIN EASEMENT \\� = BUILDING SETBACK LINE V.W. = VARIABLE WIDTH PROP. = PROPOSED � w = MATCH EXISTING tone ot;o 2.4 of 91 I c n9 = SUBSURFACE DRAIN AND SUMP LINE �� co 925 In B ,1 905 890 I! ! ' -- -- -- - -- -- 885 t I 880 j i 0 +00 0 +50 1 +00 1 +50 2 +00 2 +50 3 +00 3 +50 4 +00 8 I -7 9 NOTES: THERE ARE TO BE NO WATER VALVES OR MANHOLES PLCACED WITHIN THE PAVEMENT, CURBS OR SIDEWALKS. SANITARY SEWER STRUCTURES ARE DESIGNATED AS "G.O. ", INDICATING GLEN OAKS AS REQUESTED BY CTE ENGINEERS, INC. (CLAY TOWNSHIP REGIONAL WASTE DISTRICT CONSULTING ENGINEERING FIRM) WATER AND SEWER UNDER CITY STREETS Bedding, Haunching, Initial Backfill Bedding, haunching, initial backfill materials, placement and compaction for water mains, water service laterals, sanitary mains and sanitary service laterals shall be in accordance with the standard practice of the utility that has jurisdiction over the installation. Final Backfill Final backfill for water mains, water service laterals, sanitary mains and sanitary service laterals under and within 5 -feet of pavement shall be B- Borrow for Structure Backfill meeting the material requirements of the INDOT and shall be compacted in 6 -inch maximum lifts to not less than 95% Standard Proctor Density for the entire depth of the material placed. The backfill for the top 6- inches . of the excavation below the start of the aggregate subbase of the pavement shall be No. 53 Stone meeting the material requirements of the INDOT and shall be compacted to not less than 95% Standard Proctor Density. If the standard practice of the utility that has jurisdiction over the installation has a more stringent final backfill requirement, the more stringent requirement shall govern. MINIMUM COVER FOR PIPE CROSSINGS OF CITY STREETS For installation of Storm Mains, Water Mains, Sanitary Mains, Water Service Laterals, Sanitary Sewer Laterals under City streets, regardless of the jurisdiction of the utility, the minimum cover from the top of the installed pavement to the top of the installed pipe shall be the pavement section thickness (all bituminous and aggregate material above the subgrade) plus V -0 ". If the standard practice of the utility that has jurisdiction over the installation has a more stringent cover requirement, the more stringent requirement shall govern. BENCHMARK INFORMATION LEE 4 RESET The station is located about 2.65 miles NE of Eagle Village; about 1500 feet south of the intersection of 'V`est 146th Street, along Shelborne Road; set in the top of a concrete post, surrounded by an approximate 2 foot square concrete slab, about flush with the ground. A Department of Natural Resources brass control station tablet, stamped "LEE 4 Reset ". ELEVATION — 910.90 feet (NGVD 1929) 6 LEGEND - - - -- = RIGHT -OF -WAY LINE I = STORM SEWER LINE 920 = SWALE = SANITARY SEWER LINE • N N M �t u7 �— N� CY N��, N 915 ❑ D% T.C. = TOP OF CASTING INV. = INVERT Q �U U PVC = POLYVINYLCHLORIDE SANITARY SEWER PIPE M.H. = MANHOLE In B ,1 905 890 I! ! ' -- -- -- - -- -- 885 t I 880 j i 0 +00 0 +50 1 +00 1 +50 2 +00 2 +50 3 +00 3 +50 4 +00 8 I -7 9 NOTES: THERE ARE TO BE NO WATER VALVES OR MANHOLES PLCACED WITHIN THE PAVEMENT, CURBS OR SIDEWALKS. SANITARY SEWER STRUCTURES ARE DESIGNATED AS "G.O. ", INDICATING GLEN OAKS AS REQUESTED BY CTE ENGINEERS, INC. (CLAY TOWNSHIP REGIONAL WASTE DISTRICT CONSULTING ENGINEERING FIRM) WATER AND SEWER UNDER CITY STREETS Bedding, Haunching, Initial Backfill Bedding, haunching, initial backfill materials, placement and compaction for water mains, water service laterals, sanitary mains and sanitary service laterals shall be in accordance with the standard practice of the utility that has jurisdiction over the installation. Final Backfill Final backfill for water mains, water service laterals, sanitary mains and sanitary service laterals under and within 5 -feet of pavement shall be B- Borrow for Structure Backfill meeting the material requirements of the INDOT and shall be compacted in 6 -inch maximum lifts to not less than 95% Standard Proctor Density for the entire depth of the material placed. The backfill for the top 6- inches . of the excavation below the start of the aggregate subbase of the pavement shall be No. 53 Stone meeting the material requirements of the INDOT and shall be compacted to not less than 95% Standard Proctor Density. If the standard practice of the utility that has jurisdiction over the installation has a more stringent final backfill requirement, the more stringent requirement shall govern. MINIMUM COVER FOR PIPE CROSSINGS OF CITY STREETS For installation of Storm Mains, Water Mains, Sanitary Mains, Water Service Laterals, Sanitary Sewer Laterals under City streets, regardless of the jurisdiction of the utility, the minimum cover from the top of the installed pavement to the top of the installed pipe shall be the pavement section thickness (all bituminous and aggregate material above the subgrade) plus V -0 ". If the standard practice of the utility that has jurisdiction over the installation has a more stringent cover requirement, the more stringent requirement shall govern. BENCHMARK INFORMATION LEE 4 RESET The station is located about 2.65 miles NE of Eagle Village; about 1500 feet south of the intersection of 'V`est 146th Street, along Shelborne Road; set in the top of a concrete post, surrounded by an approximate 2 foot square concrete slab, about flush with the ground. A Department of Natural Resources brass control station tablet, stamped "LEE 4 Reset ". ELEVATION — 910.90 feet (NGVD 1929) 6 LEGEND - - - -- = RIGHT -OF -WAY LINE = STORM SEWER LINE — = SWALE = SANITARY SEWER LINE • = SANITARY SEWER MANHOLE = FLOW DIRECTION �— = EXIST. CONTOURS O = STORM BEEHIVE INLET ❑ = STORM INLET T.C. = TOP OF CASTING INV. = INVERT RCP = REINFORCED CONCRETE PIPE PVC = POLYVINYLCHLORIDE SANITARY SEWER PIPE M.H. = MANHOLE STR. = STRUCTURE D. &U.E. = DRAINAGE AND UTILITY EASEMENT R.D.E. = REGULATED DRAIN EASEMENT B.S.L. = BUILDING SETBACK LINE V.W. = VARIABLE WIDTH PROP. = PROPOSED ME = MATCH EXISTING TYP. = TYPICAL — — — = SUBSURFACE DRAIN AND SUMP LINE W = WATER LINE Q = CONCRETE END SECTION 915 = FLOOD ROUTE = -o '. STATE OF 4, �� S /ONA1. 'V • = PROPOSED GRADE STM STIR #700 = PROP. STORM STURCTURE NO. SAN STIR #900 = PROP. SANITARY STURCTURE NO. = EXIST. TREELINE /// /111111111 \0\\\ = PROPOSED FIRE HYDRANT = PROPOSED WATER LINE VALVE 857.3 = PROPOSED PAD GRADE M.F.P.G. = MINIMUM FLOOD PROTECTION GRADE 910 OF PADS. MINIMUM GRADE FOR ANY 910 STRUCTURE OPENING (DOOR, WINDOW WELL, OUTSIDE BASEMENT STAIR ACCESS, ETC.) � \\ X °o �X X °o CP V rn N v c4D i� V 5.0 E S. 4.0 HORIZONTAL SCALE. - RC ' 3.0 > „= 50 ' T _ I L 5 2.0 o N LO o C E 1.0 A L 0.0 cP_ a �CP O 04' RQ \ t • ,-4 �0 00 V1 U \6 V vi c� W 000 000 I ��o M M 00 w a V H �A e h� a W a� 004 V� o z z � ,O^ O N A3� j; z � n Ln o Q� z Ln V4 0 V oNO ~ U 3 � w ¢ a. A o A A U A aa A �I 11 r 4 1 3 1 2 1 1 7k �� ll it U 4 Ho II Q -4— U cn cn I z 905 -- 905 920 - - - - -- - -- -- - - -- ! -- 318' 920 -- - -- -- - -- - N H. w F /y''� 895 0006 0� 0)MG-) ��°° �\ �-:_ � moo'•. � ”; , N0. - 000 > >> _ • 8827 915 ! - -- - - -- ° 915 = -o '. STATE OF 4, �� S /ONA1. 'V • 890 890 CD o D% 0 % N /// /111111111 \0\\\ - - - -- -- N 00 cn II II + ° 910 z- 910 i C U, _ - - - -- -- -- . ✓P.E. ALLAN 827 4 1 3 1 2 1 1 7k �� ll it U 4 Ho Q -4— U cn cn I 905 -- 905 900 ---- - - - - -- - -- -- - - -- ! -- 318' ° 900 ' 11 PVT -- .�/��; V T . of o°° -t- LC) LC) 895 0006 0� 0)MG-) ��°° > 895 000 > >> CA 890 890 - - - -- -- i C 885 885 - -- - - -- -- - -- - - 8 80 I 880 r -- - - -- o E O 875 875 0 +00 0 +50 1+00 1+50 2 +00 2 +50 3 +00 3 +50 a z SHEET NO. •0�A VL Jul 0 - ,� 4 ' 1 -, ct '�''k-�'M1 33 �` _• t -- - R n "` z A..� A a t. 4 i PROJECT NO. 4 1 3 1 2 1 1 7k �� ll it U 4 Ho -�-_ ■ o Q) . 101111 3 z Q �I N 00 0 / V) U � � O U1 / N i 63 0 O N i CO Q) 0 0� O i T jO � vi W M z �o 0� �w UlOFw --O O Q Q -J J J D d 10 9 8 7 6 5 3 2 �o 6S' 0," SSA o r V 5.0 �o° �ti E S 4.0 HORIZONTAL ,SCALE. � J;�1�� \ R C 3.0 TA= I L5 2.0 S N r- o E 1.0 L 0.0 r r 4 BENCHMARK INFORMATION LEE 4 RESET I 910 The station is located about 2.65 miles NE of Eagle Village; ubm 00—feet-sou of- the- interseiction of- We- stJ46th Street, alorhg Shelborne Road; set in the top of a (,concrete post, surrounded by an approximate 21 foot square; concrete slab, about flush with the ground. A Department of Natural Resources brass control station tablet, stamped "LEE 4 Reset ". 905 ELEVATION 1 - 910.90 fee (NGVD 1929) i •11 ••1 ••1 1875 v `�01 0 0 0 -i -- � 10 ° + � \ o CD CnII II <+ V) I— - - -- NICV N I i i • 11 •1 I • 11 I • • ' ••I • • ' ••/ • 1 000000 j � I QJi W >: > > I I 870 C, C - - -- i - -- — - - -- - - - -- �- -- - -- - -- - - - — -- - - - - - - - - _ . - - -- - - - - - - - -- - - - - - - - - - --- - - - - -- - -- - - - -- - -- - - i - -- - -- - -.- -- -- -- \ � I I j 865 1 865 0 +00 0 +50 1+00 1+50 2 +00 2 +50 3 +00 3 +50 4 +00 4 +50 5 +00 5 +50 6 +00 6 +50 7 +00 7 +50 8 +00 8 +50 9 +00 9 +50 10 +00 10 +50 11+00 11+50 12 +00 10 I 9 1 8 on 5 4 3 2 1 LEGEND No - - - -- = RIGHT -OF -WAY LINE IT IT = STORM SEWER LINE 00 00 I M = SWALE t-z lll:-� O W = SANITARY SEWER LINE M M 0°0 W • = SANITARY SEWER MANHOLE = FLOW DIRECTION X �- = EXIST. CONTOURS o = STORM BEEHIVE INLET w ❑ = STORM INLET T.C. = TOP OF CASTING V INV. = INVERT > RCP = REINFORCED CONCRETE PIPE O A PVC = POLYVINYLCHLORIDE SANITARY SEWER PIPE H y M.H. = MANHOLE H STIR. = STRUCTURE -.14 D. &U.E. = DRAINAGE AND UTILITY EASEMENT a R.D.E. = REGULATED DRAIN EASEMENT a B.S.L. = BUILDING SETBACK LINE V.W. = VARIABLE WIDTH �• 9) PROP. = PROPOSED Ix ME = MATCH EXISTING O IYP. = TYPICAL — — — = SUBSURFACE DRAIN AND SUMP LINE a� ---w -- =WATER LINE „ Q = CONCRETE END SECTION (4 = FLOOD ROUTE 0°0 = PROPOSED GRADE NO � STM STIR #700 = PROP. STORM STURCTURE NO. > x SAN STIR #900 = PROP. SANITARY STURCTURE NO. = EXIST. TREELINE CA = PROPOSED FIRE HYDRANT [-+ 9 = PROPOSED WATER LINE VALVE 0 " W 857.3 = PROPOSED PAD GRADE V Q M.F.P.G. = MINIMUM FLOOD PROTECTION GRADE µ+ OF PADS. MINIMUM GRADE FOR ANY STRUCTURE OPENING (DOOR, WINDOW • WELL, OUTSIDE BASEMENT STAIR Z ACCESS, ETC.) lc> o V WATER AND SEWER UNDER CITY STREETS Bedding, Haunching, Initial Backfill Bedding, haunching, initial backfill materials, placement and w compaction for water mains, water service laterals, sanitary 3 mains and sanitary service laterals shall be in accordance ° with the standard practice of the utility that has o 00 zAz o jurisdiction over the installation. ° w ¢ ° I Final Backfill V'0 C7oNO� U Final backfill for water mains, water service laterals, A o CD Q A U A sanitary mains and sanitary service laterals under and within 5 —feet of pavement shall be B— Borrow for Structure Backfill meeting the material requirements of the INDOT and shall be compacted in 6 —inch maximum lifts to not less than 95% Standard Proctor Density for the entire depth of the material placed. The backfill for the top w 6— inches of the excavation below the start of the Q aggregate subbase of the pavement shall be No. 53 Stone meeting the material requirements of the INDOT and shall be compacted to not less than 95% Standard Proctor Density. If the standard practice of the utility that has jurisdiction over the installation has a more stringent final backfill requirement, the more stringent requirement shall govern. Q) MINIMUM COVER FOR PIPE CROSSINGS OF CITY STREETS For installation of Storm Mains, Water Mains, Sanitary Mains, Water Service Laterals, Sanitary Sewer Laterals under City streets, regardless of the jurisdiction of the utility, the CA minimum cover from the top of the installed pavement to the top of the installed pipe shall be the pavement section thickness (all bituminous and aggregate material above the subgrade) plus 1' -0". If the standard practice of the utility that has jurisdiction over the installation has a more stringent cover requirement, the more stringent requirement o shall govern. NOTES: �.``� �,PN H.. WE` �''/ Ie THERE ARE TO BE NO WATER VALVES OR _ NO. MANHOLES PLCACED WITHIN THE PAVEMENT, = o $$27 • CURBS OR SIDEWALKS. .. STATE OF 6 V- SANITARY SEWER STRUCTURES ARE DESIGNATED AS z F G ; G.0. ", INDICATING GLEN OAKS AS REQUESTED BY ' %,SS /0NA1- CTE ENGINEERS, INC. (CLAY TOWNSHIP REGIONAL lllll0\0 WASTE DISTRICT CONSULTING ENGINEERING FIRM) ALLAN H. WEIHE P.E. 8827 U a=te 1111111111}11111A V 1 i W` l � c c p Q O Z 8 O F c r u a a U Od e 1 �,y o 4 1 ' rx rJ 4 C a v1 p Z ; _��•j SHEET NO. Xl PROJECT NO. W04 -0826 U a=te 1111111111}11111A _�__ ■ U-) ■ w ■ Q) I _0I U 3 Z Q U1 I N m 0 0 y 0 u CJ 00 Ln � ^ O o N c- Q) C, o a ON Z �o 0� W v °F'o OQ < J 0d 10 I 9 I CP LIR c SCALES: V 5.0 1" = 50' HOR ES 4.0 1 " rCMIWW1TAL SCALE- R C ' 3.0 T I L 5 2.o S N o o C E 1.0 A L 0.0 925 920 915 910 905 �! 11 cnl II II I � ili 895 Wo�00 = RIGHT -OF -WAY LINE = STORM SEWER LINE — II, 000000 II II II �, = SANITARY SEWER LINE L � � C � = SANITARY SEWER MANHOLE >II > > 890 �� = EXIST. CONTOURS o it e ::1 0 +00 0 +50 393 of 8 VC @ 0.45% 1+00 1+50 2 +00 2 +50 139.E S 89.54 42 E _.1:ti'42 �• \ 9� 28 �9 42-2 SF -- 18 CP o \� s o C) n C) i . o Q o _C 1 2 � M C) ,C) C) it 218 925 920 915 910 905 •11 i• :•1 BENCHMARK INFORMATION LEE 4 RESET The station is located about 2.65 miles NE of Eagle Village-, about 1500 feet south of the intersection of West 146th Street, along Shelborne Road; set in the top of a concrete post, surrounded by an approximate 2 foot square concrete slab, about flush with the ground. A Department of Natural Resources brass control station tablet, stamped "LEE 4 Reset" ELEVATION — 910.90 feet (NGVD 1929) NOTES: THERE ARE TO BE NO WATER VALVES OR MANHOLES PLCACED WITHIN THE PAVEMENT, CURBS OR SIDEWALKS. SANITARY SEWER STRUCTURES ARE DESIGNATED AS "G.O. ", INDICATING GLEN OAKS AS REQUESTED BY CTE ENGINEERS, INC. (CLAY TOWNSHIP REGIONAL WASTE DISTRICT CONSULTING ENGINEERING FIRM) WATER AND SEWER UNDER CITY STREETS LEGEND I = RIGHT -OF -WAY LINE = STORM SEWER LINE — II, x 0 V = SANITARY SEWER LINE • = SANITARY SEWER MANHOLE CD = FLOW DIRECTION = EXIST. CONTOURS o = STORM BEEHIVE INLET O N O r� = TOP OF CASTING INV. = INVERT .-H 11� LC) 0-) Ln a0 �� t O in 1`0 M.H. = MANHOLE II I I H CD ire + CD --t oo R.D.E. = REGULATED DRAIN EASEMENT B.S.L. = BUILDING SETBACK LINE cif�� +o PROP. = PROPOSED Q = MATCH EXISTING TYP. = TYPICAL — — — = SUBSURFACE DRAIN AND SUMP LINE W = WATER LINE I� 1_ = FLOOD ROUTE V) (n f- z �J _ --_ c II II SAN STIR #900 = PROP. SANITARY STURCTURE NO. -_� _ - {n cn F--: � cn cn F--: Q v = PROPOSED WATER LINE VALVE / = PROPOSED PAD GRADE M.F.P.G. = MINIMUM FLOOD PROTECTION GRADE OF PADS. MINIMUM GRADE FOR ANY V cn cn WELL, OUTSIDE BASEMENT STAIR ACCESS, ETC.) ° V i w II w oa Ln o� v00 O Q A . W U I 105' of 8" PVC @ 0.45% 0000 M 2g 8- PVC @ -0 -= - - -- - - - - - Q -- - l- H Q - - - - -- - - -of 255' of 8" PVC @ 0.45 - - - -- - CD CD Q) u7 cU i0 0) I U) w x airn P II II 4_ N0. 0000 • 8827 • °>' S/ONAL 1:\\��``� II !I (D Q) >> — (DQ) �� li W - Q) - -- w 0 OU C ^ J� o a I� li Cz' C) �0 U I III � N C%] W I, Ili lip O P4 I I 3 +00 III i 3 +50 4 +00 4 +50 5 +00 5 +50 6 +00 6+50 7 +00 7 +50 8 +00 8+50 925 920 915 910 905 •11 i• :•1 BENCHMARK INFORMATION LEE 4 RESET The station is located about 2.65 miles NE of Eagle Village-, about 1500 feet south of the intersection of West 146th Street, along Shelborne Road; set in the top of a concrete post, surrounded by an approximate 2 foot square concrete slab, about flush with the ground. A Department of Natural Resources brass control station tablet, stamped "LEE 4 Reset" ELEVATION — 910.90 feet (NGVD 1929) NOTES: THERE ARE TO BE NO WATER VALVES OR MANHOLES PLCACED WITHIN THE PAVEMENT, CURBS OR SIDEWALKS. SANITARY SEWER STRUCTURES ARE DESIGNATED AS "G.O. ", INDICATING GLEN OAKS AS REQUESTED BY CTE ENGINEERS, INC. (CLAY TOWNSHIP REGIONAL WASTE DISTRICT CONSULTING ENGINEERING FIRM) WATER AND SEWER UNDER CITY STREETS LEGEND - - - -- = RIGHT -OF -WAY LINE = STORM SEWER LINE — = SWALE x 0 V = SANITARY SEWER LINE • = SANITARY SEWER MANHOLE = FLOW DIRECTION = EXIST. CONTOURS o = STORM BEEHIVE INLET ❑ = STORM INLET T.C. = TOP OF CASTING INV. = INVERT RCP = REINFORCED CONCRETE PIPE PVC = POLYVINYLCHLORIDE SANITARY SEWER PIPE M.H. = MANHOLE STIR. = STRUCTURE D. &U.E. = DRAINAGE AND UTILITY EASEMENT R.D.E. = REGULATED DRAIN EASEMENT B.S.L. = BUILDING SETBACK LINE V.W. = VARIABLE WIDTH PROP. = PROPOSED ME = MATCH EXISTING TYP. = TYPICAL — — — = SUBSURFACE DRAIN AND SUMP LINE W = WATER LINE Q = CONCRETE END SECTION = FLOOD ROUTE cV A = PROPOSED GRADE STM STIR #700 = PROP. STORM STURCTURE NO. SAN STIR #900 = PROP. SANITARY STURCTURE NO. = EXIST. TREELINE j = PROPOSED FIRE HYDRANT T = PROPOSED WATER LINE VALVE 857.3 = PROPOSED PAD GRADE M.F.P.G. = MINIMUM FLOOD PROTECTION GRADE OF PADS. MINIMUM GRADE FOR ANY V STRUCTURE OPENING (DOOR, WINDOW WELL, OUTSIDE BASEMENT STAIR ACCESS, ETC.) Bedding, Hounching, Initial Backfill Bedding, hounching, initial backfill materials, placement and compaction for water mains, water service laterals, sanitary mains and sanitary service laterals shall be in accordance with the standard practice of the utility that has jurisdiction over the installation. Final Backfill Final backfill for water mains, water service laterals, sanitury mains and sanitary service laterals under and within 5 -feet of pavement shall be B- Borrow for Structure Backfill meeting the material requirements of the INDOT and shall be compacted in 6 -inch maximum lifts to not less than 95% Standard Proctor Density for the entire depth of the material placed. The backfill for the top 6- inches of the excavation below the start of the aggregate subbase of the pavement shall be No. 53 Stone meeting the material requirements of the INDOT and shall be compacted to not less than 95% Standard Proctor Density. If the standard practice of the utility that has jurisdiction over the installation has a more stringent final backfill requirement, the more stringent requirement shall govern. MINIMUM COVER FOR PIPE CROSSINGS OF CITY STREETS For installation of Storm Mairs, Water Mains, Sanitary Mains, Water Service Laterals, Sanitary Sewer Laterals under City streets, regardless of the jurisdiction of the utility, the minimum cover from the top of the installed pavement to the top of the installed pipe shall be the pavement section thickness (all bituminous and aggregate material above the subgrade) plus 1' -0". If the standard practice of the utility that has jurisdiction over the installation has a more stringent cover requirement, the more stringent requirement shall govern. JG v • W-4 NO 00 H � � O V �o o W ITIT� 00 00 IT x 0 V M M 00 V- Apt w a V �A �z a a� (4 0000 cV A H VW V 8 ° V w cNO C) 00 w oa Ln o� v00 O Q A W U A ate, o M H Q Q) z 0 U) w x P 4t, ti N0. • 8827 • .. STATE OF S/ONAL 1:\\��``� ALLAN H. WEIHE P.E. 8827 U W w 0 OU ^ J� o a " a Cz' C) �0 U N C%] W Ull O P4 O O w Q O zC� C) 0 � O o SHEET NO. 35 PROJECT NO. W04 -0826 IE U C) 3 Z Q I CD N 00 O ,,I- CD y O E U ED / 0 Q, o w N 00 L0 O d 00 O O � N ch i1. O N O > T p = a r M �O o� F w U >-�O UQQ -j J J CD d 10 9 I 8 LEGEND - - - -- = RIGHT -OF -WAY LINE = STORM SEWER LINE — = SWALE = SANITARY SEWER LINE • = SANITARY SEWER MANHOLE = FLOW DIRECTION �— = EXIST. CONTOURS o = STORM BEEHIVE INLET ❑ = STORM INLET T.C. = TOP OF CASTING INV. = INVERT RCP = REINFORCED CONCRETE PIPE PVC = POLYVINYLCHLORIDE SANITARY SEWER PIPE M.H. = MANHOLE STIR. = STRUCTURE D. &U.E. = DRAINAGE AND UTILITY EASEMENT R.D.E. = REGULATED DRAIN EASEMENT B.S.L. = BUILDING SETBACK LINE V.W. = VARIABLE WIDTH PROP. = PROPOSED ME = MATCH EXISTING TYP. = TYPICAL — — — = SUBSURFACE DRAIN AND SUMP LINE W = WATER LINE Q = CONCRETE END SECTION —� = FLOOD ROUTE 000.0 = PROPOSED GRADE STM #700 = PROP. STORM STURCTURE NO. SAN STIR #900 = PROP. SANITARY STURCTURE NO. = EXIST. TREELINE = PROPOSED FIRE HYDRANT = PROPOSED WATER LINE VALVE 857.3 = PROPOSED PAD GRADE M.F.P.G. = MINIMUM FLOOD PROTECTION GRADE OF PADS. MINIMUM GRADE FOR ANY STRUCTURE OPENING (DOOR, WINDOW WELL, OUTSIDE BASEMENT STAIR ACCESS, ETC.) WATER AND SEWER UNDER CITY STREETS Bedding, Haunching, Initial Backfill materials, placement and compaction for water mains, water service laterals, sanitary mains and Bedding, haunching, initial backfill sanitary service laterals shall be in accordance with the standard practice of the utility that hcs jurisdiction over the installation. Final Backfill Final backfill for water mains, water service laterals, sanitary mains and sanitary service laterals_ under and within 5 —feet of pavement shall be B— Borrow for Structure Backfill meeting the material requirements of the INDOT and shall be compacted in 6 —inch maximum lifts to not less than 95% Standard Proctor Density for the entire depth of the material placed. The backfill for the top 6— inches of the excavation below the start of the aggregate subbase of the pavement shall be No. 53 Stone meeting the material requirements of the INDOT and shall be compacted to not less than 95% Standard Proctor Density. If the standard practice of the utility that has jurisdiction over the installation has a more stringent final backfill requirement, the more stringent requirement shall govern. MINIMUM COVER FOR PIPE CROSSINGS OF CITY STREETS For installation of Storm Mains, Water Mains, Sanitary Mains, Water Service Laterals, Sanitary Sewer Laterals under City streets, regardless of the jurisdiction of the utility, the minimum cover from the top of the installed pavement to the top of the installed pipe shall be the pavement section thickness (all bituminous and aggregate material above the subgrade) plus V -0 ". If the standard practice of the utility that has jurisdiction over the installation has a more stringent cover requirement, the more stringent requirement shall govern. BENCHMARK INFORMATION NOTES: LEE 4 RESET The station is located about 2.65 miles NE of Eagle Village; about 1500 feet south of the intersection of West 146th Street, along Shelborne Road; set in the top of a concrete post, surrounded by an approximate 2 foot square concrete slab, about flush with the ground. A Department of Natural Resources brass control station tablet, stamped "LEE 4 Reset ". ELEVATION — 910.90 feet (NGVD 1929) 01 M THERE ARE TO BE NO WATER VALVES OR MANHOLES PLCACED WITHIN THE PAVEMENT, CURBS OR SIDEWALKS. SANITARY SEWER STRUCTURES ARE DESIGNATED AS "G.O. ", INDICATING GLEN OAKS AS REQUESTED BY CTE ENGINEERS, INC. (CLAY TOWNSHIP REGIONAL WASTE DISTRICT CONSULTING ENGINEERING FIRM) 0 6 5 4 3 2 M 3 �c+ Z Q 00 0 0 0 E U 0 CT' Li CO N Ln O 6) O a (L) 0 0� 0� 6 �o 5� o v� M z �o 0 D o° Qo J J Of) T ON L 0 � _ m O CV co O o- N � f rn cS Frog - SMT� ACCESS E PROPOSED N N PROPOSED 2'11-NON-ACCESS ESMT COLUMN co ca i Z COLUMN 10' ASPHALT PATH � °-'� EASEMENT EASEMENT 9. ti 539 76° _ 18' 10' 18' 896.50 8 �0 15 70363 S.F. 68 S.F. 'moo 0 32- D. &U E 480.00' I g' \ v 1 9 �- 20' 6 0000, 2g' 91.0 897.94 \ 889.6 IA/ O " 3 +00 "36" 889.82 4 +00 5 +00 ARUM�RE CIRCLE' on( N W 3 6 E- - - -- - ! -L - -- -- - - - - - -- 1- �8968 _ 6 00 50. 1 �, 1+30. 0- � cS, 889.99 2 +d0 - 888.17 0 +00.00: -0 1 +00 - �� 895.05 - - W - T - - \002 +70.0 LPG 1.5 ' 892.18 PC 5 +61.59 26 RAW GN - - -- -- 889.50 AR RE LE °� 2 8 1.01 \ 6 +00.43 �� <� D = ..84' 1 +00 2 2 d 110.00' 38.59' 39 a. � �' � -" 110.00' 8 0 �, 1.10.00' 891.9 285' OF "SSP @ 2.38 >> ' ^� 110.00' 890.5 114.06' 889 9 9 0 9 891.1.. _� SP @ 0.45 411' OF 8" SSP @ 1.00 20' D. &u.E. 3 �� 25' p. &U. / Z, '7 25' B.S. -895.1 9. >> � 52 4cU.E. / _ 25{ S.L o S 6 Ccn C S m / �� -Lid N CD o II 107 108 0 6 OU o 0 CD ~� N 10S 106 16573 S.F. _0675 S F. ` N S.F. I 159 71 S.F. 20437 S.F. �, 15950 N m I '� SAN STIR #957 rn_ `r' SAN STIR 1956 DROP TC= 892:20 +� Q, cn TC =890.6 1 + �, INV OUT= 884.60 +' O N -� SAN STR 958 6 TC= 899.00 110 INV OUT = 892.50 rn N) 24843 S. F. - INV OUT = 874.60(\ q -N O I IIo I INV IN= 885 .70 INV IN= 874.70(WV) INV IN =880.49(E) SCALES: V 5.0 1" = 50' HOR E S 4.0 1 " HMIWWTAL SCALE.- R C ' 3.0 TA= I 2.0 L 5 0 � LO o � ,- o C E 1.0 A o.o L 905 '11 • ••I .•1 h i•1 . 3 +00 3 +50 4 +00 4 +50 S +UU �+�u ntuv UrtJv / T00 7 +50 0 +00 0 +50 1 +00 1 +50 2 +00 2 +50 905 •1/ • ••I • • .•1 875 1 •- :.1 3 � 1 • .� �O 00 Cif �41 •p�� V O �D Cf IT IT i H 00 00 I x �� 0 0 U M M 00 w a U BENCHMARK INF RMATION LEGEND A � z = RIGHT -OF -WAY LINE LEE 4 RESET = _ _ _ = STORM SEWER LINE The station is located about 2.65 miles NE of Eagle Village; - - = SWALE about 1500 feet south of the intersection of West 146th = SANITARY SEWER LINE to • = SANITARY SEWER MANHOLE _ Street, along Shelborne Road; set in the top of a concrete = FLOW DIRECTION V1 pry �- post, surrounded by an approximate 2 foot square concrete = EXIST. CONTOURS o = STORM BEEHIVE INLET�� o slab, about flush with the ground. A Department of Natural 0 = STORM INLET Resources brass control station tablet, stamped "LEE 4 Reset ". T.C. = TOP OF CASTING ELEVATION - 910.90 feet (NGVD 1929 ) INV. = INVERT RCP = REINFORCED CONCRETE PIPE (4 PVC = POLYVINYLCHLORIDE SANITARY SEWER PIPE M.H. = MANHOLE STIR. = STRUCTURE D. &U.E. = DRAINAGE AND UTILITY EASEMENT R.D.E. = REGULATED DRAIN EASEMENT MM B.S.L. = BUILDING SETBACK LINE �441 4 , W V.W. = VARIABLE WIDTH PROP. = PROPOSED ME = MATCH EXISTING TYP. = TYPICAL Ln NOTES: - - - = SUBSURFACE DRAIN AND SUMP LINE H -w-- = WATER LINE 0 THERE ARE TO BE NO WATER VALVES OR U MANHOLES PLCACED WITHIN THE PAVEMENT, Q = CONCRETE END SECTION E 2 CURBS OR SIDEWALKS. FLOOD ROUTE 94 000.0 = PROPOSED GRADE 0 W SANITARY SEWER STRUCTURES ARE DESIGNATED AS °�- STIR ' STM ST #700 = PROP. STORM STURCTURE N0. z "G.O. ", INDICATING GLEN OAKS AS REQUESTED BY in CTE ENGINEERS, INC. (CLAY TOWNSHIP REGIONAL SAN STR #900 =PROP. SANITARY STURCTURE N0. C T DISTRICT CONSULTING ENGINEERING FIRM = EXIST. TREELINE WASTE ) = PROPOSED FIRE HYDRANT = PROPOSED WATER LINE VALVE 857.3 = PROPOSED PAD GRADE M.F.P.G. = MINIMUM FLOOD PROTECTION GRADE OF PADS. MINIMUM GRADE FOR ANY � Q j: 7- Ln STRUCTURE OPENING (DOOR, WINDOW z o w Q � o o WELL, OUTSIDE BASEMENT STAIR H �', Wz °� \ ° C° U -It ACCESS, ETC.) o v c CA U ¢ '` off. A o A A U A WATER AND SEWER UNDER CITY STREETS Bedding, Hounching, Initial Backfill Bedding, hounching, initial backfill materials, placement and compaction for water mains, water service laterals, sanitary mains and sanitary service laterals shall be in accordance with the standard practice of the utility that has jurisdiction over the installation. a A Final Backfill Final backfill for water mains, water service laterals, sanitary mains and sanitary service laterals under and within 5 -feet of pavement shall be B- Borrow for Structure Backfill meeting the material requirements of the INDOT and shall be compacted in 6 -inch maximum lifts to not less than 95% Standard Proctor Density for the entire depth of the material placed. The backfill for the top 6- inches of the excavation below the start of the aggregate subbase of the pavement shall be No. 53 Stone meeting the material requirements of the INDOT and shall be compacted to not less than 95% Standard Proctor Density. If the standard practice of the utility that has jurisdiction over the installation has a more stringent final backfill requirement, the more stringent requirement shall govern. MINIMUM COVER FOR PIPE CROSSINGS OF CITY STREETS For installation of Storm Mains, Water Mains, Sanitary Mains, Water Service Laterals, Sanitary Sewer Laterals under City streets, regardless of the jurisdiction of the utility, the minimum cover from the top of the installed pavement to the top of the installed pipe shall be the pavement section thickness (all bituminous and aggregate material above the subgrade) plus 1' -0 ". If the standard practice of the utility that has jurisdiction over the installation has a more stringent cover requirement, the more stringent requirement' shall govern. z 0 w a -7 3 I � 4 6 - 10 9 8 H • P N0. ' • 8827 • STATE OF JJ , //z S %NAB �\`\��. / / /l1►11111110 0 ALLAN H. WEIHE P.E. 8827 V l V1 I� w 0 oU E w a� 8 a w CZ �a C) ,� M w 0 NO- W w a SHEET NO. PROJECT NO. W04 -0826 E U 'G •$ - 1 :: , `f it b� H • P N0. ' • 8827 • STATE OF JJ , //z S %NAB �\`\��. / / /l1►11111110 0 ALLAN H. WEIHE P.E. 8827 V l V1 I� w 0 oU E w a� 8 a w CZ �a C) ,� M w 0 NO- W w a SHEET NO. PROJECT NO. W04 -0826 E U r f Q), I 10 I 9 I 8 I -7 I 6 NO o I� 159 . F. - �'- / 1,P I , -7ocr ,r r _ Z-7 100 25 B..L. _ _, oI N . 0 187590-,,S.F. Q, 888. _ o. � 4 ,. 8 15 D. &U.E. �. o� m o , h 885.7 D. &U.E. 84.7 ��' �— 25' - B Z 66' 886.9 .110.00' 89,13' 2 0. 9.2 5. 86 91.96 0 ' 102.54' o o� V 0 0 0 : - -... 8y 895 — — -- - ,�- + ........ `n' 0 0,o 0 0 0- ' ) v l 0o0 +Go _ / J it ^ v I �nl �V o' L o 00 ! rr (D °o _ 15988 SF l 'I N mil „ II V) „ II _ Cn Un Q _ o 15981 S.F. (n U71- 95, U } 00 + 00 / 0 Ali 885 Co 880 I ! i 00 j 875 C, co Q6 - 00� SAN STR 961 rn o0 0� -- 1W 11( 9 c I �j SAN STR 960 � (7) o C C_ TC= 885.40 cQC0 00 rn 0S 16Jc� F II II II �� - C/) °+ Q), N Q) > > TC= 888.70 m r*i rn INV OUT= 878.80 _ �0 G II II °p ' cn INV OUT= 876.86 IINV o, � INV IN= 878.90 m - " o C():, I T IN= 876.96 00 cl� 11� E8 m o SCALES: V 5.0 1" = 50' HOR E S 4.0 1 " ::5 IWffTAL SCALE- R C ' 3.0 T _ I A5 2.0 g N o r a C E 1.0 A L 0.0 905 i 7D 900 3 1 1865 v Z , Q v� N 00 N N 860 �o CO N 00 O O L0 - O (D N d- d v o o� o a� E o� 0 � o oQO� 0 +00 0 +50 1+00 895 — — -- - ,�- + `n' 0 0,o 0 0 0- 0o0 +Go � r- � +00 it o' L o 00 ! rr (D °o I 'I 890 mil „ II V) „ II Cn Un _ (n U71- U 00 + 00 / 0 Ali 885 Co 880 I ! i 00 j 875 C, co Q6 - 00� 0� -- - - 9 � I C"iNO 00:0 I— j Q Nr�,I- � (7) o C C_ 870 cQC0 00 II II II �� - Q), N Q) > > o% 0000 III 3 1 1865 v Z , Q v� N 00 N N 860 �o CO N 00 O O L0 - O (D N d- d v o o� o a� E o� 0 � o oQO� 0 +00 0 +50 1+00 6 1 5 10 9 8 "I • 875 • • • - 4 i1 U �6 tyi c� �o� U W c00�' 00 110 x O U M cM 00 w V LEGEND �° Q - - - -- = RIGHT -OF -WAY LINE z = STORM SEWER LINE — = SWALE • MAN BENCHMARK INFORMATION = SANITARY SEWER a = SANITARY SEWER MANHOLE � = FLOW DIRECTION Ix LEE 4 RESET --- = EXIST. CONTOURS 0 o = STORM BEEHIVE INLET The station is located about 2.65 miles NE of Eagle Village; El = STORM INLET about 1500 feet south of the intersection of West 146th T.C. = TOP OF CASTING Qi Street, along Shelborne Road; Set in INV. = INVERT r the top of a concrete RCP = REINFORCED CONCRETE PIPE W post, surrounded by an approximate 2 foot square concrete PVC = POLYVINYLCHLORIDE SANITARY SEWER PIPE O slab, about flush with the ground. A Department of Natural M.H. =MANHOLE 00 STR. STRUCTURE Resources brass control station tablet, stamped "LEE 4 Reset ". D. &U.E. = DRAINAGE AND UTILITY EASEMENT I al ELEVATION — 910.90 feet (NGVD 1929) R.D.E. = REGULATED DRAIN EASEMENT ►, �y B.S.L. = BUILDING SETBACK LINE W V.W. = VARIABLE WIDTH PROP. = PROPOSED ME = MATCH EXISTING TYP. = TYPICAL V1 — — — = SUBSURFACE DRAIN AND SUMP LINE 04 - W = WATER LI N E O Q = CONCRETE END SECTION U = FLOOD ROUTE C7 � NOTES: = PROPOSED GRADE o z W STM STR #700 = PROP. STORM STURCTURE NO. in THERE ARE TO BE NO WATER VALVES OR SAN STR #900 = PROP. SANITARY STURCTURE NO. MANHOLES PLCACED WITHIN THE PAVEMENT, = EXIST. TREELINE 0 0 U CURBS OR SIDEWALKS. 0 = PROPOSED FIRE HYDRANT SANITARY SEWER STRUCTURES ARE DESIGNATED AS (1) = PROPOSED WATER LINE VALVE "G.O. ", INDICATING GLEN OAKS AS REQUESTED BY (MI = PROPOSED PAD GRADE CTE ENGINEERS, INC. (CLAY TOWNSHIP REGIONAL WASTE DISTRICT CONSULTING ENGINEERING FIRM M.F.P.G. = MINIMUM FLOOD PROTECTION GRADE OF PADS. MINIMUM GRADE FOR ANY Q j: _ Ln STRUCTURE OPENING (DOOR, WINDOW z o o m WELL, OUTSIDE BASEMENT STAIR H d v�l A ca n A CO ACCESS, ETC.) o z 04 `n 4 � 3 ° w a A o A A U A WATER AND SEWER UNDER CITY STREETS Bedding, Haunching, Initial Backfill Bedding, haunching, initial backfill materials, placement and compaction for water mains, water service laterals, sanitary mains and sanitary service laterals shall be in accordance with the standard practice of the utility that has jurisdiction over the installation. A Final Backfill Final backfill for water mains, water service laterals, sanitary mains and sanitary service laterals under and within 5 -feet of pavement shall be B- Borrow for Structure Backfill meeting the material requirements of the INDOT and shall be compacted in 6 -inch maximum lifts to not less than 95% Standard Proctor Density for the entire depth of the material placed. The backfill for the top 6- inches of the excavation below the start of the aggregate subbase of the pavement shall be No. 53 Stone meeting the material requirements of the INDOT and shall be compacted to not less than 95% Standard Proctor Density. If the standard practice of the utility that has jurisdiction over the installation has a more stringent final backfill requirement, the more stringent requirement shall govern. °' MINIMUM COVER FOR PIPE CROSSINGS OF CITY STREETS For installation of Storm Mains, Water Mains, Sanitary Mains, Water Service Laterals, Sanitary Sewer Laterals under City streets, regardless of the jurisdiction of the utility, the minimum cover from the top of the installed pavement to the top of the installed pipe shall be the pavement section thickness (all bituminous and aggregate material above the subgrade) plus V -0". If the standard Cn practice of the utility that has jurisdiction over the installation has a more stringent cover requirement, the more stringent requirement shall govern. 14 z O CIO 3 L any e & 1 \\\\00XI 1 1111111 �. H. ..... N0. • 8827 • .. STATE OF SIONAL 1:\��`�� / /Illlllllll�� ALLAN H. WEIHE P.E. 8827 W w O U 4 M� W z� o o o I'4 1 r� ci F+y � w 0 N w 0 a SHEET NO. PROJECT NO. W04 -0826 .s ,�- + I 'I Cn Un - -- - 00 + 00 / 0 Co 00 - -- -- - - t � (7) o DO� - o% 0000 �0 G II II 0 0� >> 00 cl� 11� 40T of 8" PVC 0.45 0000 ,I ! 0000 ' N 0 ! I I' j I I I I � II i I ' 1 +50 2 +00 2 + 5 0 3 + 0 0 3+50 4+00 4 +50 5 +00 5+50 0 6 +00 6 +50 7 +00 7 +50 8 +00 8 +50 6 1 5 10 9 8 "I • 875 • • • - 4 i1 U �6 tyi c� �o� U W c00�' 00 110 x O U M cM 00 w V LEGEND �° Q - - - -- = RIGHT -OF -WAY LINE z = STORM SEWER LINE — = SWALE • MAN BENCHMARK INFORMATION = SANITARY SEWER a = SANITARY SEWER MANHOLE � = FLOW DIRECTION Ix LEE 4 RESET --- = EXIST. CONTOURS 0 o = STORM BEEHIVE INLET The station is located about 2.65 miles NE of Eagle Village; El = STORM INLET about 1500 feet south of the intersection of West 146th T.C. = TOP OF CASTING Qi Street, along Shelborne Road; Set in INV. = INVERT r the top of a concrete RCP = REINFORCED CONCRETE PIPE W post, surrounded by an approximate 2 foot square concrete PVC = POLYVINYLCHLORIDE SANITARY SEWER PIPE O slab, about flush with the ground. A Department of Natural M.H. =MANHOLE 00 STR. STRUCTURE Resources brass control station tablet, stamped "LEE 4 Reset ". D. &U.E. = DRAINAGE AND UTILITY EASEMENT I al ELEVATION — 910.90 feet (NGVD 1929) R.D.E. = REGULATED DRAIN EASEMENT ►, �y B.S.L. = BUILDING SETBACK LINE W V.W. = VARIABLE WIDTH PROP. = PROPOSED ME = MATCH EXISTING TYP. = TYPICAL V1 — — — = SUBSURFACE DRAIN AND SUMP LINE 04 - W = WATER LI N E O Q = CONCRETE END SECTION U = FLOOD ROUTE C7 � NOTES: = PROPOSED GRADE o z W STM STR #700 = PROP. STORM STURCTURE NO. in THERE ARE TO BE NO WATER VALVES OR SAN STR #900 = PROP. SANITARY STURCTURE NO. MANHOLES PLCACED WITHIN THE PAVEMENT, = EXIST. TREELINE 0 0 U CURBS OR SIDEWALKS. 0 = PROPOSED FIRE HYDRANT SANITARY SEWER STRUCTURES ARE DESIGNATED AS (1) = PROPOSED WATER LINE VALVE "G.O. ", INDICATING GLEN OAKS AS REQUESTED BY (MI = PROPOSED PAD GRADE CTE ENGINEERS, INC. (CLAY TOWNSHIP REGIONAL WASTE DISTRICT CONSULTING ENGINEERING FIRM M.F.P.G. = MINIMUM FLOOD PROTECTION GRADE OF PADS. MINIMUM GRADE FOR ANY Q j: _ Ln STRUCTURE OPENING (DOOR, WINDOW z o o m WELL, OUTSIDE BASEMENT STAIR H d v�l A ca n A CO ACCESS, ETC.) o z 04 `n 4 � 3 ° w a A o A A U A WATER AND SEWER UNDER CITY STREETS Bedding, Haunching, Initial Backfill Bedding, haunching, initial backfill materials, placement and compaction for water mains, water service laterals, sanitary mains and sanitary service laterals shall be in accordance with the standard practice of the utility that has jurisdiction over the installation. A Final Backfill Final backfill for water mains, water service laterals, sanitary mains and sanitary service laterals under and within 5 -feet of pavement shall be B- Borrow for Structure Backfill meeting the material requirements of the INDOT and shall be compacted in 6 -inch maximum lifts to not less than 95% Standard Proctor Density for the entire depth of the material placed. The backfill for the top 6- inches of the excavation below the start of the aggregate subbase of the pavement shall be No. 53 Stone meeting the material requirements of the INDOT and shall be compacted to not less than 95% Standard Proctor Density. If the standard practice of the utility that has jurisdiction over the installation has a more stringent final backfill requirement, the more stringent requirement shall govern. °' MINIMUM COVER FOR PIPE CROSSINGS OF CITY STREETS For installation of Storm Mains, Water Mains, Sanitary Mains, Water Service Laterals, Sanitary Sewer Laterals under City streets, regardless of the jurisdiction of the utility, the minimum cover from the top of the installed pavement to the top of the installed pipe shall be the pavement section thickness (all bituminous and aggregate material above the subgrade) plus V -0". If the standard Cn practice of the utility that has jurisdiction over the installation has a more stringent cover requirement, the more stringent requirement shall govern. 14 z O CIO 3 L any e & 1 \\\\00XI 1 1111111 �. H. ..... N0. • 8827 • .. STATE OF SIONAL 1:\��`�� / /Illlllllll�� ALLAN H. WEIHE P.E. 8827 W w O U 4 M� W z� o o o I'4 1 r� ci F+y � w 0 N w 0 a SHEET NO. PROJECT NO. W04 -0826 .s 1) 7 10 9 MNS in July 2004 O'X75' CONSTRUCTION ENTRANCE School Bus (SEE DErAIL) Turn around Sign E7- - AZ dg� of Asphalt 16.5' Assumed North RIW Line AE =:AE 'F T. ed g �6� Edge o f Asphalt Mr's M -Edge of Aspnot Edge of Asphalt Edge of A ;phalt P_ -1 P_ P_ -1 P_ I- -NOTE '"LAW P_ P_ P_ __ _ P_ 101p� P� P� P- P_ P_ j6_ P_ P_ P� J P� P� P- P- P- P- _�_'__P_ P_ P.- ' EXISTING WELLS AND SEPTIC SYSTEMS SHALL BE ..ABANDONED PER INDIANA STATE BOARD OF HEALTH P� REQUIRED STA NDARDS AND APPLIED FOR BY ALL -1 P_ P_ P_ P� P� P� P_ P_ 93 P_ I- I- P� P� P� 1 PERMITS. P- -.0 I- P-W .... ..... . 10' ASPHALT PATH 0.2 ME D-0-C -0-C Aarrml P� P� P� r� P� 1-0 -WARNING- P P 882.5 ME I - tle I t P_ I- -- - - - - - Ep I- P� P� - __ o- __ __ . , P_ P-' P� �� P� P� �� ii _' - �!� - - - - - - - - - - - - - - - I- P_ P_ r- THIS PLAN TO BE USED FOR In 40 EROSION CONTROL PURPOSES ONLY. CIRCLE tc P� ARUMORE 0 P p- P_ P_ P� P_ P_ P_ 50 Rlw ONSTRUCTION DUMPSTER ?E qCLE-_ ffADELL Y P*, 50' R W -NOTE P P P� P� �w P� P� P� P� P� INDICATES EROSION CONT P_ P_ P_ THIS ROL MEASURES P:: ED AFTER SOIL STRIPPING AND PAD BUILDING REQUIR 1P., P_ P_ 1-7-1 p-P-I P-'-P-'-~ ............. 0* HAS PLACE. COORDINATE WITH DEVELOPER FOR (;o n c* j 1 4; B. S, . JAKEN - - - - - - -- - EASURES REQUIR M GAN TR #959* 01C PW TCo882o60 FOR DEVELOPMENT. COORDINATE WITH SOIL INV Diff= S #76.00 SAN P_ P_ P- -1 P- ICT REPRESENTATIVE FOR ANY iih09 CONSERVATION DISTR *TC=&99.i 1W OLf=8_W.50__ OTHER MEASURES REQUIRED DUE TO SITE CONDITIONS. "I TR 111 57 Y1_5 ML OF TC:t892_t0 * SAN-STR:1195 Q -4 -d INV MT=8t4.6C' . .. ... PW v , I all IN��IN=tB5. *INV -t74AI 8.4 t)UT- INV IN�874.*70(9 + *INV.1N=8�049TE) -P &95* CONTACT PERSON FOR EROSION Fv DIMENT PRACTICES CONTROL & SE 895 4 ME NY, INC 879.6 ME LANGSTON DEVELOPMENT COMPA 1132 S. RANGELINE ROAD, SUITE 100 -.0 6032 CARMEL, IN 4 317) 846-7017 TELEPHONE: 4v �aj _ME -W FAX: (317) 846-0217 CONTACT PERSON: JIM LANGSTON P_ P� zM 04P7 P_ P� P_ P_ P� P_ P-0 �2 LEGEND K I& E PLANTING CHART (DETAIL SHEET) 0 P� P _7Z . . . . PERMENANT SEEDING P� P_ APPUCATION RATE: P_ P_ 30% COMMON BLUEGRASS 50% FINE PERENLAL RYE GRASS P_ P_ P_ P_ P_ -1 P-1 5 LBS/1 000 SQ. FT. S.j POND::#] 20% CREEPING RED FESCUE P_ P_ P_ P_ . NORMAL POOL 876.60 -6-4 FERTILJZER AT A RATE OF 100 (R. FLOOD ELEV. 8xx.xx NOTE: APPLY 10 0 LBS/1.000 SO. FT. TO ALL PERMENANT SEEDING AREAS P_ 0 v %ION CONTROL BLANKET W/PERMENANT SEEDING (SEE ABOVE) CA 899.0 ME 0,0 D.&Ur.E --t4fkAW SALE EROSION CONTROL DAM (SEE DETAIL) WNG SWALE FLOWILINE BEAR CREEK WAY < 4r. rl -C-tTRAW BALE EROSION CONTROL DAM 900.0 INLETS Mr- r. P� < I& FENCE INLET PROTECTION 93 (SEE DETAIL) :EATUND BEEHIVE INLETS SA STP f 5 AI DETAIL) -931j FENCE-(SEE 4 ? OIJ?�=871.92(!� -4 7*j. 22 (*N). TNV. 4=87 .4_70(�) P CHECK DAM (SEE DETAIL) 9T Q) 89. 4� SAM STJ� #9* . . ... . . . 1� #9*1 9- fC=8t5.4(7 C SN*S1R*#26Q* *V,� L L�A M CIWEE-K -VV 0+D D L Gp IN7 OU7=879'80 86* ;TC=,988. �P &V IK=87t.90 INV Otg=BW. C'7' INV 4N=8*6.96v E.1 S *e C, *1 t TP 23 SA S U= J.'+ P_ P_ 4 TC74 N TC�-891&90 oy P, +*(M� '1147 6 2. 61 4NV GUT=484.94P P P_ P_ INV 0 78 -0 S P_ P SAN TR 922 INV IN=872. * IN)j� IN485,Q S STR #92 Ll P:: TC=�83.00 AN SAN STR #921 TC=881.00 S 876.. INV, OUT=871.86 INV OUT=870-00 jSp 0 4b P_ P_ P_ P_ P_ P_ -1 ZYPM�:t7�j 0 P� P_ I- P_ -8 ------ P_ P_ ;L26 * -PP� AWI P_ P P_ P_ P-0 -0 P_ -.0 P P P_ I- I- I C�I SAN STIR 924 P_ P_ P_ 29 9' OF TC=888.30 M P_ P_ (390 P� P� P� P� om� P� P� P� 0� P� P� P� P� P� P� @ INV OUT=874.13 P� P� P� pm� 0 457� INV IN=874.23 60"'CMP P_ P 20'. 60 CEP I P_ P� PW D.E %F* SF- -S F- 5F. 20 D.E SAN STR 925 P- 'tI . . . . . . . 888.00 C41 TC= P- P-W -1 /* 1W OIJT=874.57 SCALE: 1 60' . . . . . P_ M P-� P� P_ P 771 C.A. P_ ---P- 0 Ln P-t P- 120 _S0 *TR 447 (D d :z TC=4995.QO C\A CL 14V 04T=896.29* SAN STR 026 -P-T P� TC=886,80, ',42f *41 *42 INV0=897.08, P� 0 CL P ie� + + U� 40 &S.L* . . . . . . . . < ------ M WT I* Q) P- '604 W j E 674---- 67 V) + NORMAC-POOL, S 9 41, IF =,'875,70 . . . . 100 F LWU 8xx -1 P_ P_ Yk I V*0VTv:876&83 -1 P_ WV 14=87i.93 SP T �PATH - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- MENTS SECTION C - STORMWATER POLLUTION SECTION A CONSTRUCTION PLAN ELE SECTION B STORMWATER I POST-CONSTRUCTION PHASE PPEVENTION PLAN - THE CONSTRUCTION SHALL CONSIST OF ASPHALT PAVEMENT WITH CONCRETE CURB AND GUTTER, ENCLOSED STORM SEWERS AND Al PLAN INDEX SEE BELOW POLLUTION PREVENTION PLAN DESCRIPTION OF POLLUTANTS AND THEIR SOURCES NCING SHALL BE AS SHOWN ON T - (REDUCTION OF EROSION CONTROL C11 CRIPTION SWALES, EARTHEN PADS FOR FUTURE HOUSING AND PUBUC UTILITIES, A2 11*07" PLA CONSTRUCTION PHASE ASSOCIATED WITH THE PROPOSED LAND USE LAND DES THE TABLE BELOW. NT TREES AND ASSOCIATED ROOTING ZONES, UNIQUE AREAS SUBMITTED WITH FULL SIZE PLAN) Bl DESCRIPTION OF POTENTIAL POLLUTANT SOURCES POTENTIAL POLLUTANTS FROM POST- CONSTRUCTION NOTE: BEFORE CONSTRUCTION, EVALUATE, MARK, AND PROTECT IMPORTA MC CCDCr'IAI I V IKI PERIMETER nor% IrrT KIARRATIVE - THIS IS A PROPOSED RESIDENTIAL -rA"TC C:DMA r'n[\IrTP11rTION ACTIVITY FSTICIDES7 SANDS AND AnUA A4AD JZ PROJECT LOCATION qOITSs MAP SOILS TYPE LEGEND 3r BROOKSTON SILTY CLAY LOAM. THE MAIN SOIL FEATURES THAT ADVERSELY AFFECT ENGINEERING USES OF THIS SOIL ARE SEASONAL HIGH WATER TAM, HIGH POTENTIAL FROST ACTION, MODERATE SHRINK-SWELL POTENTIAL, AND MODERATE PERMEABILITY. THIS SOIL HAS SEVERE LIMITATIONS FOR BUILDING SITES. THE SITES NEED TO BE ARTIFICIALLY DRAINED AND PROTECTED FROM FLOODING. DWELLINGS AND SMALL BUILDINGS WITH BASEMENTS SHOULD NOT BE CONSTRUCTED IN THIS SOIL USING PROPERLY DESIGNED FOUNDATIONS AND FOOTINGS HELPS TO PREVENT STRUCTURAL DAMAGE FROM FROST ACTION AND SHRINKING AND SWELLING OF THE SOIL THIS SOIL RAS SEVERE LIMITATIONS FOR LOCAL ROADS AND STREETS BECAUSE OF THE SEASONAL HIGH WATER TABLE AND HIGH POTENTIAL FROST ACTION. THE BASE MATERIAL FOR ROADS AND STREETS SHOULD BE REPLACED OR STRENGTHENED WITH SUITABLE MATERIAL- rA CROSBY SILT LOAM, 0-3 PERCENT SLOPES _ THIS SOIL IS LIGHT COLORED, SILTY IN TEXTURE AND ON SLOPING UPLANDS. IT IS DEEP AND SOMEWHAT POORLY DRAINED WITH SLOW PERMEABILrfy. IT HAS HIGH AVAILABLE WATER FOR PLANT GROWTH AND MEDIUM ORGANIC MATTER CONTENT. THE SOIL HAS COMPACT TILL STARTING AT A DEPTH BETWEEN 20-40 INCHES. THE MAIN SOIL FEATURES THAT AFFECT URBAN DEVELOPMENT USES ARE SEASONAL HIGH WATER TABLE� MODERATE SHRINK-SWELL POTENTIAL, HIGH POTENTIAL FROST ACTION AND SLOW PERMEABILITY. THE MAIN SOIL FEATURES THAT ADVERSELY AFFECT THE ENGINEERING USES OF THIS SOIL ARE A SEASONAL HIGH WATER TABLE, MODERATE SHRINK-SWELL POTENTIAL, HIGH POTENrIAL, FROST ACTION, AND SLOW PERMEABILITY. THIS SOIL HAS SOME SEVERE LIMITATIONS FOR BUILDING SITES. THE SITES NEED TO BE ARTIFICIALLY DRAINED TO PREVENT WETNESS FROM BECOMING A PROBLEM. DWELLINGS AND SMALL BUILDINGS WITH BASEMENTS SHOULD NOT BE CONSTRUCTED ON THIS SOIL USING PROPERLY DESIGNED FOUNDA3`1ONS AND FOOTINGS HELPS TO PREVENT STRUCTURAL DAMAGE FROM LOW STRENGTH AND SHRINKING AND SWELLING OF THE SOIL THIS SOIL HAS SEV:-:RE LIMITATIONS FOR LOCAL ROADS AND STREETS. THE BASE MATERIAL FOR ROADS NEEDS TO BE STRENGTHENED OR REPLACED WITH SUITABLE MATERIAL HT COLORED, SILTY IN TEXTURE AND ON SLOPING .1B2 MIAMI SILT LOAM, 2-6 PERCENT SLOPES - THIS SOIL IS UG UPLANDS. IT IS DEEP AND WELL DRAINED WITH MODERATE PERMEABILITY. IT HAS MODERATE AVAILABLE WATER FOR PLANT GROWTH AND A IM IUM ORGANIC MATTER CONTENT. IT HAS COMPACT TILL STARTING AT A DEPTH BETWEEN 20-40 INCHES. THE MAIN SOIL FEATURES THAT ADVERSELY AFFECT URBAN DEVELOPMENT USES AR MODERATE POTENTIAL FROST ACTION, MODERATE SHRINK-SWELL POTENTIAL. MODERATELY SLOW PERMEABILITY, LOW STRENGTH AND EROSION DURING CONSTRUCTION. EROSION IS A HAZARD DURING CONSTRUCTION. THIS SOIL IS SUITABLE FOR BUILDING SITES, BUT SLOPE, CLAYEY TEXTURE, SHRINKING AND SWELLING, AND LOW STRENGTH ARE MODERATE LIMITATIONS THAT NEED TO BE OVERCOME. BECAUSE OF THESE LIMITATIONS THIS SITE WILL BE CONSTRUCTED AS FOLLOWS. THE FOUNDATION AND FOOTING USED IN THIS DEVELOPMENT SHALL BE DESIGNED TO INCLUDE FOUNDAnON DRAIN TILES AS TO HELP PREVENT STRUCTURAL DAMAGE FROM SHRINKING AND SWELLING AND LOW STRENGTH. nC2 MIAMI SILT LOAM, 6-12 PERCENT SLOPES - THIS MODERATELY SLOPING, DEEP, WELL DRAINED SOIL IS ON KNOBS AND BREAKS ALONG STREAMS AND DRAINAGEWAYS ON UPLANDS. PERMEABILITY IS MODERATE IN THE SUBSOIL AND MODERATELY SLOW IN THE SUBSTRATUM. CONTENT OF ORGANIC MATTER IN THE SURFACE LAYER IS MODERATE. SURFACE RUNOFF IS MEDIUM. THIS SOIL IS SUITABLE FOR URBAN DEVELOPMENT. THE MAIN Sol FEATURES THAT ADVERSELY AFFECT ENGINEERING USES OF THE SOIL ARE MODERTAE POTENTIAL FROST ACTION, MODERATE SHRINK-SWELL POTENTIAL, AND MODERATELY SLOW PERMEABILITY. THE HAZARD OF EROSION IS SEVERE DURING CONSTRUCTION. THIS SOILS HAS MODERATE LIMITATIONS FOR BUILDING SITES. USING PROPERLY DESIGNED FOUNDATIONS, FOOTINGS, AND BASEMENT WALLS AND USING FOUNDATION DRAIN TILE HELP TO REMOVE EXCESS WATER AND TO PREVENT STRUCTURAL DAMAGE FROM SHRINKING AND SWEI-LING AND LOW STRENGTH OF THE SOIL THIS SOIL HAS SEVER LIMITATIONS FOR LOCAL ROADS AND STREETS. THE BASE MATERIAL FOR LOCAL ROADS AND STREETS NEEDS TO BE STRENGTHENED WITH SUITABLE MATERIAL ROADS AND STREETS SHOULD BE CONSTRUCTI) ON THE CONTOUR OF SLOPES. MIAMI CLAY LOAM, 6-12 PERCENT SLOPES - THIS STRONGLY SLOPING, DEEP, WELL DRAINED SOIL IS ON BREAKS )0 ALUM, SIREAMS AND DRAINAGEWAYS. SLOPES ARE SHORT. PERMEABILITY IS MODERATE IN THE SUBSOIL AND MODERATELY SLOW IN THE SUBSTRATUM. CONTENT OF ORGANIC MATTER IN THE SURFACE LAYER IS MODERATE. THIS SOIL IS POORLY SUITED FOR URBAN DEVELOPMENT. THE MAIN SOIL FEATURES THAT ADVERSELY AFFECT ENGINEERING USES ARE MODERATE POTENTIAL FROST ACTION, MODERATE SHRINK-SWELL POTENTIAL, AND URING CONSTRUCTION. THE SOIL HAS SEVERE LIMITATIONS FOR BUILDING SITES BECAUSE OF SLOPE. USING PROPERLY DESIGNED FOUNDA`nONS, FOOTINGS, AND BASEMENT WALLS AND USING FOUNDATION DRAINS HELP TO REMOVE EXCESS WATER AND TO PREVENT STRUCTURAL DAMAGE FROM SHRINKING AND SWELLING AND LOW STRENGTH OF THE SOIL THIS SOIL HAS SEVERE LIMITATIONS FOR LOCAL ROADS AND STREETS. REGADS AND STREETS SHOULD BE CONSTRUCTED ON THE CONTOUR, AND THEIR BASE MATERIAL SHOULD BE STRENGTHENED WITH SUITABLE MATERIAL Sh SHOALS SILT LOAM. PERMEABILITY IS MODERATE. AVAILABLE WATER CAPACITY IS HIGH. CONTENT OF ORGANIC MATTER IN THE SURFACE LAYER IS MODERATE. THE WATER TABLE IS COMMONLY AT A DEPTH OF 1 TO 3 FEET IN WINTER AND SPRING. THIS SOIL IS GENERALLY UNSUITABLE FOR URBAN DEVELOPMENT. THE MAIN SOIL FEATURES THAT ADVERSELY AFFECT E]NGINEERING USES OF THIS SOIL ARE A SEASONAL HIGH WATER TABLE AND HIGH POTENTIAL ROST ACTION. THIS SOIL IS ALSO SUBJECT TO FREQUENT FLOODING. THIS SOIL HAS SEVERE LIMITATIONS FOR BUILDING SITES BECAUSE OF SEASONAL HIGH WATER TABLE AND FLOODING. LAMB REAL ESTATE (Now or Formerly) - Instrument No. 2000-15920 Parcel 1, Title Commitment The Southeast (E.G. WETLANDS), TO BE PRESEffiED IF APPLICARLE, AND VEGETATION SUM ILL rum rUrm a"', P.0 1'UIr_1'4I1/-\L r-ULLU /-\U I IVI I I ou DEVELOPMENT ON APPROXIMATELY XX.XXX ACRES. THE CONSTRUCTION SUCH AS ASPHALT FROM PAVING; CONCRETE FROM SALTS FROM SNOW REMOVAL; OIL, GREASE, ANTIFREEZE, Quarter of the Northeast Quarter of Section 19, Township 18 North, Range 3 East located in Clay Township, AREAS. SHALL CONSIST OF 51 LOTS, ASPHALT STREETS WITH 1 ENTRY DRIVE, CURBING, SIDEWALKS, AND DUMPTSTER PAD; OIL, GREASE, ETC. FROM VEHICLES INCLUDING HEAVY METAL FROM Hamilton County, Indiana, EXCEPT the following described portion, to-wit: A part of the Northeast Quarter of ENCLOSED STORM SEWERS, AND GRAVITY SANITARY SEWERS. ANTIFREEZE, GASOLINE AND DIESEL FUEL FROM BRAKE PAD WEAR SHOULD BE PROPERLY ATTENDED TO Section 19, Township 18 North, Range 3 East located in Clay Township, Hamilton County, Indiana, and more CONSTRUCTION SEQU A4 VICINITY MAP - SEE LOWER LEFT OF EROSION CONTROL PLAN e of the Northeast Quarter of Section A. CONSTRUCTION ACCESS DRIVE - STRIP TOPSOIL AND PLACE STONE AT ACCESS POINT (SHOWN AS CONSTRUCTION ENTRANCE) CONSTRUCTION EQUIPMENT; SOIL EROSION; FERTILIZER TO REDUCE THE CONTAMINANTS FROM ENTERING THE specifically described as follows: Beginning at a point on the South fin ALONG WEST ROAD. A5 LEGAL DESCRIFnON - SEE LOWER CENTER OF EROSION CONTROL AND PESTICIDES FROM LANDSCAPING AND TRASH SHOULD STORM SYSTEM. TRASH SHOULD BE CLEANED UP TO 19, Township 18 North, Range 3 East, said point being South 89 degrees 39 minutes 46 seconds West PLAN - LAT: BE PROPERLY ATTENDED TO TO REDUCE THE REDUCE CLOGGING OF STORM SYSTEMS AND REDUCE ing) 328.00 feet from the Southeast corner of said Northeast Quarter; thence South 89 B. PERIMETER EROSION CONTROL - INSTALL SILT FENCING AT ENTRANCE AND PERIMETER OF BOUNDARY LINES OF TRACT. SILT A6 LOCATIION OF ALL LOTS AND PROPOSED SITE IMPROVEMENTS CONTAMINANTS FROM ENTERING THE STORM SYSTEM. (assumed beari t Quarter- CMP (SEE DETAIL OF 39-58'54", I-ONG: 86-14'02" TRASH SHOULD BE CLEANED UP To REDUCE CLOGGING ND/OR OTHER BIOLOGICAL AGENTS degrees 39 minutes 46 seconds West 330-00 feet on and along the South line of said Northeas I BASIN #1 TO BE CONSTRUCTED IN N.W. CORNER or TRACT AT UPSTREAM SIDE (EAST) OF EXISTING 27- X 42 POTENTIAL BACTERIA A ith the East line of said Northeast DRY DETENTION AREA). SILT BASIN #2 TO BE INSTALLED 0 STORM STRUCTURE #713 ON SOUTH SIDE OF DOLAN WAY. WATERSHED A7 HYDROLOGIC UNIT CODE (14 DIGIT) - XXXXXXXXXXXXX OF STORM SYSTEMS AND REDUCE POTENTIAL BACTERIA FROM ENTERING IN THE STORM SYSTEM. thence North 00 degrees 00 minutes 00 seconds 670.00 feet parallel w IIISINS TO BE BUILT PR!IOR TO AND IN PLACE BEFORE ANY LAND DISTURBANCE ON ERAL WATER QUALrrY pERMITS - NOT AND/OR OTHER BIOLOGICAL AGENTS FROM ENTERING IN C2 SEQUENCE DESCRIBING STORMWATER QUAILITY Quarter; thence North 89 degrees 39 minutes 46 seconds East 330.00 feet; thence South 00 degrees 00 AREA FOR BASINS, SHOWN ON THIS SHEET. B) A8 NOTA11ON OF ANY STATE OR FED MEASURE IMPLEMENTATION - SEDIMENT TRAP WILL BE minutes 00 seconds 670.00 feet to the point of beginning. EXCEPT: Part of the South half of the Northeast TRACT. APPLICABLE THE STORM SYSTEM. M OUTLET PIPES #XXX AND #XXX. Quarter of Section 19, Township 18 North, Range 3 East in Cloy Township, Hamilton County, Indiana, C. EARTHWORK - STRIP TOPSOIL TOPSOIL TO BE SPREAD IN AREAS WHICH REQUIRE FILL, TOPSOIL WILL NOT BE STOCKPILED. A9 SPECIFIC POINTS WHERE STORMWATER DISCHARGE LEAVES SrrE - B2 SEQUENCE DESCRIBING STORMWATER QUALrrY CONSTRUCTED AT STOR described as follows: Beginning on the East line of the Northeast Quarter of Section 19, Township 18 North, BEGIN ROUGH GRADING AND PREPARE BUILDING PAD AND ROUGH GRADE. NOTE: SOUTH HALF OF SITE, WILL REMAIN IN NATURAL EXISTING STORM STRUCTURES AT NORTHWEST AND SOUTHWEST CORNERS MEASURE IMPLEMENTATION RELATIVE M LAND DISTURBING RIP-RAP TO BE INSTALLED AT TIME OF SWALE ro 'CONSTRUCTION TO BE LIMITED TO STREET AND UTILITY WORK AT SOUTH HALF OF OF TRACT (SEE EROSION CONTROL PLAN) ACTIVITIES - CONSTRUTION. GRASS FILTER STRIPS ARE TO BE Range 3 East 670-00 feet North 00 degrees 00 minutes 03 seconds East (assumed bearing) f m the CONDITIONS TO AVOID DISTURBING EXISTING TREES. SITE OF LAKE TO REMAIN IN PLACE UNTIL CONSTRUCTION OF LETTS CIRCLE A10 LOCATION AND NAME OF WETLANDS. LAKES AND WA R COURSES ON SEE CONSTRUCTION SEQUENCE (THIS SHEET) INSTALLED AT TIME OF ALL FINAL BMP GRASS SWALES. Southeast corner of said Northeast Quarter thence South 89 degrees 40 minutes 00 seconds West parallel SITE. EXISTING SEDIMENT TRAP LOCATED ON EAST ON SEEDED. MASS EARTHWORK TO BE TE 58.00 feet; thence North 00 degrees 00 minutes 03 seconds BEGINS. MOUNDS TO BE CONSTRUCTED ALONG WEST ROAD SHALL BE FINISHED GRADED AND AND ADJACENT TO SITE - BEAR CREEK B3 CONSTRUCTION ENTRANCE - SEE EROSION CONTROL C3 DESCRIPTION OF PROPOSED POST-CONSTRUCTION outh line of said Northeast Quarter 6 STARTED AS MOUNDS ARE SEEDED. FINISH GRADE AND SEED COMMON AREAS, POND BANKS AND REAR HALF OF LOTS WHILE MASS with the S DRY DETENTION AREA. TEMPORARY All IDENTIFICATION OF ALL RECEIVING WATERS - B EAR CREEK/LITTLE PLAN AND SEE DETAIL SHEET XX. STORMWATER QUALITY MEASURES - DETENTION BASINS East parallel with said East line 644.06 feet to the North line of the South half of said Northeast Quarter; EARTHWORK IS FINISHING. NORTH HALF OF TRACT TO BEGIN WITH CONSTRUCTION ON POND AND E ADDED TO MOUNDS WITH RIP-RAP INSTALLED AT OUTLET LOCATIONS; OUTLET thence North 89 degrees 39 minutes 05 seconds East on said North line 658.00 feet to the East line of SEEDING TO DISTURBED AREAS THAT REPAIN UNALTERED FOR MORE THAN 15 DAYS. PERMANENT SEEDING TO B EAGLE CREEK NOT B4 SEDIMENT CONTROL PLAN FOR SHEET FLOW AREAS - Quarter; thence South 00 degrees 00 minutes 03 seconds West on said East line 644.23 feet CONSTRUCTION ALONG WEST ROAD. SEDIMENT TRAPS TO BE CONSTRUCTED AT STORM STRUCTURE #711 AND STORM STRUCTURE Al2 IDENTIFICATION OF POTENTIAL DISCHARGE TO GROUND WATER - SEE EROSION CONTROL PLAN CONTROL STRUCTURE INSTALI-ED AT EXISTING LAKE said Northeast WORK PROCESS. APPLICABLE B5 SEDIMENT CONTROL PLAN FOR CONCENTRATED FLOW OUTLET; GRASS SWALES, COMMON AREAS WITH TREES to the place of beginning, containing 9.730 acres, more or less. ALSO EXCEPTING THEREFROM: Part of the #702. FINISH GRADING AND SEEDING TO BE COMPLETED DURING EARTH ODWAY FRINGES - 19, Township 18 North, Range 3 East in Clay Township, SION A13 100 YEAR FLOODPLAINS, FLOODWAYS, AND FLO AREAS - SEE EROSION CONTROL PLAN AND MINIMIZATION OF LAND DISTURBANCE. NATIVE South half of the Northeast Quarter of Section f the Northeast Quarter of b. SANITARY SEWER - INSTALL GRAVITY SEWER BEGINNING WITH OFF SITE AT EXISTING MANHOLE OUT OF BELLWOOD SUBDIVI NOT APPLICABLE B6 STORM SEWER INLET PROTECTION MEASURE PLANTINGS ON POND BANKS. MOWING AND NUTRIENT Hamilton County, Indiana, described as follows: Beginning at the Southeast corner o WEST OF WEST ROAD. ON SITE SANITARY SEWER LATERALS AND APPURTENANCES TO FOLLOW. A14 PRE-CONSTRUCTION AND POST-CONSTRUCTION ESTIMATE OF PEAK LOCATIONS AND SPECS - SEE EROSION CONTROL PLAN Section 19, Township 18 North, Range 3 East; thence South 89 degrees 40 minutes 00 seconds West post=x.xxxcfs E17 RUNOFF CONTROL MEASURES - SEE EROSION APPLICATIONS TO BE KEPT AT A MINIMUM. bearing) on the South line of said Northeast Quarter 328.00 feet; thence North 00 degrees 00 E. STORM SEWER - INSTALL CURB INLETS, YARD INLETS, STORM PIPE, LAKE CONTROL STRUCTURES AND STREET UNDERDRAINS. DISCHARGE (10 YEAR) - NORTHERN: 010pre=XX.XXXcfs Q10 C4 LOCATION, DIMENSIONS, SPECIFICATIONS, AND (assumed AND GRAVELIBAGS ARE TO BE USED AROUND STREET CURB SOUTHERN: Q10pre=X.XXXcfs QlOPcst=X.XXXcfs CONTROL PLANS CONSTRUCTION DETAILS OF EACH STORM WATER QUALITY minutes 03 seconds East parallel with the East line of said Northeast Quarter 670.00 feet; thence North 89 SILT FENCE TO BE INSTALLED ALONG YARD DRAINAGE STRUCTURES REET CURBS ARE STARTED AND PIPES INSTALLED. A15 ADJACENT LAND USE INCLUDING UPSTREAM WATERSHED - B8 STORM WATER OUTLET PROTECTION SPECS - SEE degrees 40 minutes 00 seconds East parallel with said South line 328.00 feet to the East line of said INLETS. DRAINAGE SwALES TO BE SEEDED AND MULCHED BEFORE ST EROSION CONTROL PLAN MEASURE - SEDIMENT TRAPS AT STRUCTURES #XXX, Northeast Quarter; thence South 00 degrees 00 minutes 03 seconds West on said East line 670.00 feet to FINISH GRADES WITH SEEDING COMPLETED AT THIS TIME (SEE STEP C ABOVE). EROSION CONTROL BLANKETS RESIDENTIAL B9 GRADE STABILIZAT10N STRUCTURE LOCATIONS AND XXX AND XXX. EROSION CONTROL SHEETS XX AND XX F. FINISH GRADING - E INSTALLED AS SHOWN ON DEVELOPMENT PLAN. PERMANENT A16 CONSTRUCTION UMITTS - SEE EROSION CONTROL PLAN INDICATE LOCATIONS, SPECIFICATIONS AND CONSTRUCTION the place of beginning, containing 5.045 acres, more or less. THE ABOVE DESCRIBED REAL ESTATE IS SUBJECT PLACED ON AND AROUND NEW CONSTRUCTED POND. RIP-RAP TO B A17 IDENTIFICATION OF EXISTING VEGETATIVE COVER - GRASS, WOODED SPECS - SEE EROSION CONTROL PLAN DETAILS FOR WATER QUALITY MEASURES. SEEDING OF ALL AREAS WITH EXCEPTION ALONG PROPOSED STREET. AREA B10 STORMWATER QUALITY CONSTRUCTION DETAILS MAINTENANCE GUIDELINES FOR TO AND/CIR TOGETHER WITH THE FOLLOWING: Right-of-Way for 141st Street. Terms and provisions as contained in easement in favor of Socony-Vocuum Oil Company, Inc. per Misc. Book 34, Page 272, and lost SEE EROSION CONTROL PLAN QUALITY MEASURES - bi TV AND ELECTRIC LINES. PROPER A18 SoILS MAP W/ SOIL DESCRIPTIONS AND LjMITAnONS - SEE EROSION C5 DESCRIPTION OF Q0 and Partial Release of Pipe Line G. UTILITIES - COORDINATION WITH U-TILITIES FOR WATERMAINS, GAS LINES, TELEPHONE, CABLE Bll TEMPORARY SURFACE STABILIZATION METHOD FOR POST CONSTRUCTION STORMWATER assigned to Marathon Pipeline Company per Misc. Book 97, Page 1 GRADING AND SEEDING TO BE INSTALLED UPON COMPLET10N OF INSTALLED UTILITIES. CONTROL PLAN DS AND STORM SYSTEM TO BE MAINTAINED By GO osement in favor of The A19 LOCATIONS, SIZE & DIMENSIONS OF PROPOSED STORMWATER EACH SEASON - SEE SEASONAL SOIL PROTECTION CHART THE PON 0 Easement per Misc. Book 146, Page 663. Terms and provisions as contained in e UTINE INSPECTION AND MAINTENANCE AS It Pennsylvania Company per SYSTEMS - SEE SITE DEVELOPMENT PLAN B12 PERMANENT SURFACE STABILIZATIONS - SEE OWNER. RO Buckeye Pipe Line Company per Deed Book 175, Page 210, and Joinder of H. PAVEMENT - INSTALL CONCRETE CURBS, LJME STABILIZATION AND LAY ASPHALT. DISTURBED SILT FENCE IN ANY AREAS TO BE REQUIRED. LOCAL VACTOR COMPANY TO REMOVE K INTO PLACE. TEMPORARY SEED ALONG BACK OF CURB IN A20 PLANS FOR OFF-SrFE CONSTRUCTION ACTIVITIES - SEE OFFSITE SEASONAL SOIL PROTECTION CHART Book 4, Page 739. Upper and lower riporion rights of Bear Creek. REPAIRED. GRAVELBAGS AROUND CURB INLETS TO BE ADJUSTED BAC TS WITH Easement B13 MATERIAL HANDLING AND SPILL PREVENT10N PLAN SEDIMENTS, OIL AND OTHER FLOATABLE POLLUTAN ACCORDANCE WITH STATED PLAONG CHART. SANITARY SEWER PLANS 0 E NUAL FOR BEST 0 L STOCKPILES AND/OR SEE OPERATION AND MAINTENANCE MA A VACTOR. DISPOSE OF ALL WASTE IN ACCORDANCE #99-34570 described as follows: Beginning at the Southeast 1. CLEANUP - CONTRACTOR SHALL REMOVE ALL EXCESS MATERIALS, REGRADE AND STABILIZE ALL AREAS OF DISTURBANCE BY A21 LOCATIONS OF PROPOSED SOI Including also 5.1 acres, recorded as Instrument 18 North, Range 3 East; thence South 89 degrees 45 ONCRETE WASHOUT AREA TO BE COMPLETELY CLEARED AND CLEANED OF ANY BORROW/DISPOSAL AREAS - ALL EARTH MOVEMENT AREAS TO BE PLACED MANAGED PRACTICES, POST CONSTRUCTION WATER WITH HAMILTON COUNTY SWCD REQUIREMENTS. ion 19, Township UTILITY INSTALLATION AND RESEED ALONG CURBS. C ED OF ANY SEE OVERBROOKE FARMS OPERATION AND MAINTENANCE Corner of the Northeast Quarter of Secti id UNWANTED MATERIALS. WASHOUT SIGN TO BE REMOVED. INLETS AND END SECTION TO BE CHECKED AND CLEAR IN FINAL LOCATION AT TIME OF INITIAL EXCAVATION. EARTHWORK PROGRAM QUAILITY MEASURES AND SPILL PREVENTION. DELINES FOR MANUAL FOR BEST MANAGED PRACTICE(S) AND POST he south line of said Northeast Quarter 328.00'; thence continuing on so CKPILE AREAS. B14 MONITORING AND MAINTENANCE GUI CID minutes 56 seconds West along t OBSTRUCTIONS WHICH WOULD HINDER STORM FLOWAGE. TO BE ADJUSTED TO ELIMINATE STO LITY MEASURE - SEE STORMWATER 0 Ln EACH STORMWATER QUA ,,t-o south line 330.00'; thence North 00 degrees 05 minutes 18 soconds East 670.00'; thence North 89 degrees A22 EXISTING SITE TOPOGRAPHY - SEE EROSION CONTROL CONSTRUCTION WATER QUALITY MEASURES. 0 0 ds West 670.00' to the ONSTRUCTION. QUALITY CONSTRUCTION DETAILS .00'; thence South 00 degrees 05 minutes 18 secon 39 minutes 46 seconds East 330 J. FINAL LANDSCAPING - INSTALL AND FINISH LANDSCAPING IN AREAS OF COMPLETED C PLAN/EXISTING CONDITIONS PLAN N B15 EROSION & SEDIMENT CONTROL SPECS SEE (D Q) int of beginning. OWN ON SHEET 24 FOR EROSION CONTROL PRACTICE PLAN AND A23 PROPOSED FINAL TOPOGRAPHY SEE SPOT GRADES PROVIDED 0 0_0 po SHEET NUMBER XX. K. INDIVIDUAL BUILDING CONSTRUCTION - REFERENCE DETAIL SH 0 ANY SPECIFICATIONS DURING CONSTRUCTION OF TYPICAL SINGLE FAMILY DWELLING UNDER CONSTRUCTION. DEVELOPMENT PLAN V) --D asements, rest(ictions, and rights-of-way of record. 0 Subject to all other e L. PERMANENT SEED ALL DISTURBED AREAS. 3 2 4 reage contains 84.26 acres, more or less. Total tract ac 0 6 U >- 0 n < _j 8 7 0 CL 9 10 �s . % . . x -SIX 0 ' U . jr 1-4 \0 00 0q 00 'T t... t-: 6 V-4 V-4 0 M Cn 00 0 00 Q� 0 U �R �14 0 -C4 z in 02 in 0 rn E-4 U W E-4 U 94 U im z rA .9 1.40 r >4 z W QD N C) co CD :3- q = Ld �; = = .. _j �; Ln 0 Z 0 17- I U -zj- (D I z " Cn __D M ILD (-D �'Q 0 co U r- ;4 z 0 H. . ....... . .. NO. s 8827 STATE OF 0 NDIAO"" L N A L ALLAN H. WETHE P.E. 8827 _r_- Q) 44 0 E-I f24 0 z I z U 0 E-I 0 z C) C) 0 0 z 0 to U) (D 0 > 4-4 C po� SHEET NO. PROJECT NO. W04-0826 10 9 8 7 6 3 �0 00 U LEGEND 'IT 00 00 'IT 0 W t v S�N S;R "47 CD t d 1 *42* 95.QO TEMPORARY SEEDING USE PLANTING CHART (DETAIL SHEET) T-4 SAN STR f926 __ I- � C�) U ..7 TC=886.80, *44. lo(14V 04T=895.29w M Cn 00 IN�*IN--fI76.221' PERMENANT SEEDING *INVON=U7.04, *41* 30% COMMON BLUEGRASS _C APPLICATION RATE: 50% FINE PERENIAL RYE GRASS 5 LBS/1 000 SO. Fr. W Q) 20% CREEPING RED FESCUE E a: ::5 NOTE: APPLY 10-6-4 FERTIUZER AT A RATE OF -o VT �ry -7 1190 973.T� 15 LBS/11,000 SO. FT. TO ALL PERMENANT SEEDING AREAS 0 (POND P_ -1 EROSION CONTROL BLANKET W/PERMENANT SEEDING (SEE ABOVE) a-, NORTH AMERICAN GREfN S-150 (OR EQUAL) Z Lwa(;:� 8XV. Y 100 NbR4A�OOL� 875,10 9 1!, Lo war STRAW BALE EROSION CONTROL DAM TAIL) INV*O ALONG SWALE FLOWLINE (SEE DE .6 WV 4876 93 rl STRAW BALE EROSION CONTROL DAM (6 60' SCALE: 1 AROUND CURB INLETS u PEMBERTONLANEII SILT FENCE INLET PROTECTION L X TAIL) AROUND BEEHIVE INLETS (SEE DE 0 7�1 r >4 P� 0 30 60 120 -SILT FENCE-(SEE DETAIL) IJ4 P_ c!!t P� P_ P_ —0 P_ V �Z* ROCK HORSESHOE CHECK DAM 00. 0 P� P-, f P- P, P- P--- 3N S?R 048 (4 V !""WTC=198.LT 40' ErS.L.w W, 00 *..*SAN STR A928 NV TN=8�1.2_1 7a -Z WV 04IrI7=8i7A0,.. _T EROSION CONTROL NOTES: INV*IN=&,77,.5* '171h THIS PLAN IS DESIGNED AS AN ATTEMPT TO PREVENT ANY AND ALL SEDIMENT FROM LEAVING THE CONSTRUCTION SITE BY WAY OF EROSION. 879.7-1 895.9 ME P4 48** IF EROSION OF SEDIMENT FROM THE SITE IS TAKING PLACE, THE CONTRACTOR AND/OR OWNER SHALL TAKE PREVENTATIVE ACTION IMMEDIATELY. THE ENGINEER SHALL BE CONSULTED IN THE EVENT THIS HAPPENS. % pap- pf� 44-f 4, TEMPORARY SEEDING IS TO BE APPLIED TO ANY GRADED AREA THAT WILL REMAIN UNALTERED IN EXCESS OF 20 DAYS. SAN .-k TC=887,30- c) 4 U WJ CD 19 PERMANENT SEEDING IS TO BE APPLIED IMMEDIATELY TO AREAS THAT HAVE ACHIEVED FINAL AND FINISHED GRADE. g 00 n 51, P Z PRESERVE EXISTING VEGETATION ON THE SITE WHENEVER AND WHEREVER POSSIBLE TO PREVENT TOPSOIL EROSION. 86,0 ME 90.2 ...... ALL SEDIMENT CAPTURING MEASURES SHALL BE IMPLEMENTED PRIOR TO THE DISTURBANCE OF THE CONSTRUCTION AREA THEY ARE INTEND ED Z 71!- - - - .. 1 7 900 ALL EROSION CONTROL MEASURES PROPOSED ARE TO BE PROPERLY MAINTAINED TO CONTINUE THEIR EFFECTIVENESS. GLENYLEWLANE t59 X X IF GRADING OCCURS DURING THE MONTHS OF DECEMBER, JANUARY OR FEBRUARY DORMANT SEEDING PROCEDURES SHALL BE USED. Ne Nor DURING DRY WEATHER, KEEP LAWNS WATERED WITH SPRINKLERS OR OTHER APPROVED METHODS. RESEED ANY AREAS NOT GERMINATING OR _7A 883.0 ME *6r* DAMAGED AT INTERVALS AS MAY BE REQUIRED ACCORDING TO SEASONAL CONDITION AND/OR CONSTRUCTION ACTIVITY. WATER GRASS AND &87- EXECUTE NECESSARY WEEDING UNTIL FULL STAND OF GRASS HAS BEEN OBTAINED. 7W 2 THE IMPLEMENTATION AND MAINTENANCE OF THE EROSION CONTROL IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR OWNER. 50' RIW i-n C) CO 11:� 0 Z 0 M R'S AND/OR OWNER'S RESPONSIBILITY TO MINIMIZE SEDIMENTATION (FROM ON—SITE CONSTRUCTION ACTIVITIES) IT SHALL BE THE CONTRACTO U U� --w v v v w v w w __D �4 * * * * FROM BEING DEPOSITED ONTO ADJACENT PROPERTIES AND RECEIVING STREAMS/DITCHES IN STRICT COMPLIANCE WITH "RULE 5- (327 IAC U 15-5, CONSTRUCTION ACTIVITY STORM WATER RUNOFF CONTROL). IT SHALL ALSO BE THE CONTRACTOR'S AND/OR OWNER'S RESPONSIBILITY U M OVALS REQUIRED FROM THE LOCAL AUTHORITY AND TO SUBMIT A COMPLETE NOTICE OF INTENT LETTER TO THE OFFICE 107-T ME& Proponel . . . ..... .... T, INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT PRIOR TO ANY CONSTRUCTION ACTIVITY.. T -�n co FOR SEASONAL VARIATIONS SEE SEASONAL SOIL PROTECTION CHART IN THESE PLANS. C - - = -�_ �'A N �4 6& T;=9 0 INV 940 78 V) . . . . . . PERMANENT SEEDING SPECIFICATIONS: 89QKME -897 RIW 14V INv PVVPL -40 1) ALL DISTURBED LAWN AREAS SHALL RECEIVE PERMANENT SEEDING IMMEDIATELY. 904.5 _T' POND #2 2) ALL DISTURBED LAWN AREA TO HAVE A MINIMUM OF 6 INCHES OF TOPSOIL (COMPACTED THICKNESS). NORMAL POOL 890-00 3) TOPSOIL TO BE FERTILE, FRIABLE, SANDY LOAM REASONABLY FREE OF SUBSOIL, CLAY LUMPS, STONES LARGER THAN EXCESSIVE 100 YR. FLOOD ELEV. 8XX.XX < X QUANTITIES OF SMALL STONE/GRAVEL, BRUSH AND OTHER LITER. L or 4& A�_ AE* *AE ENT EROSION CONTROL STRUCTURES. X 56— 5) PERFORM THE MAJOR FILLING, SHAPING AND SMOOTHING OF GULLIES OR ERODED AREAS. C X CA 6) HAVE TOPSOIL TESTED TO CHECK PH AND NUTRIENT LEVELS. PROVIDE FERTILIZER AND SOIL AMENDMENTS AS REQUIRED TO cxl DD MEET/EXCEED MINIMUM REQUIREMENTS AS SUGGESTED ON SOILS TEST RESULTS FOR LAWNS. cc oc D.&U.E 22 0) 7) WORK FERTILIZER AND SOIL NUTRIENTS INTO TOP 2-3 INCHES OF THE TOPSOIL WITH A SMALL DISK, HARROW OR RAKE OPERATED QD ol) Do o(I oc cc r-) r10 c(:) co cK:l S MUCH AS POSSIBLE. W) cc co 00 C)b 8917 ME oc) j 8) ROLL THE TOPSOil WITH A WATER BALLAST ROLLER WEIGHING 100 TO 300 POUNDS DEPENDING ON SOIL TYPE. ROLL WITH TOPSOIL IN oo Oo cr) A SEMI—DRY CONDITION IN TWO OPPOSITE DIRECTIONS (RIGHT ANGLES). 9) RAKE OR SCARIFY AND CUT OR FILL IRREGULARITIES THAT DEVELOP AS REQUIRED AND AGAIN ROLL UNTIL AREA IS TRUE AND UNIFORM, w w P� FREE FROM LUMPS, DEPRESSIONS AND IRREGULARITIES. P_ P_ 10) SOW SEED WITH ADEQUATE EQUIPMENT AT A TIME WHEN LITTLE OR NO WIND IS BLOWING. BROADCAST HALF OF SEED IN ONE > DIRECTION AND THE OTHER HALF IN THE OPPOSITE DIRECTION (RIGHT ANGLES). DEPTH OF BY RAKING OR HARROWING. PROVIDE A LIGHT LAYER OF STRAW OR HAY MULCH AT A RATE OF 1 TO 1 � TONS PER ACRE. APPLY TACKIFIER TO STABILIZE MULCH. > >( *6 12) HYDROSEEDING IS ACCEPTABLE METHOD OF SEEDING. . . . . . . . . ... 13) KEEP TOPSOIL RELATIVELY MOIST UNTIL LAWN IS ESTABLISHED. 14) RESEED AREAS THAT DO NOT SHOW PROMPT GERMINATION AT 14 DAY INTERVALS UNTIL AN ACCEPTABLE STAND OF GRASS IS ASSURED. L* 15) ALL LAWNS SHALL BE GUARANTEED TO HAVE A FULL UNIFORM STAND OF ACCEPTABLE GRASS AT END OF ONE YEAR GUARANTEE PERIOD C < )< WITH NO BARE SPOTS COMPRISING MORE THAN 2% OF ANY LAWN AREA. ANY AREA SO NOTED WILL BE REWORKED UNTIL AN ACCEPTABLE 890.8 ME STAND OF GRASS IS ETABLISHED. --884 8B-- 883 - 50' RIW 8827 *TC=i698,5t 16 ALL LAWNS TO BE MAINTAINED UNTIL FINAL INSPECTION BY LANDSCAPE DESIGNER BUT NOT LESS THAN 60 DAYS FROM TIME OF S-M j950 885 K > __888 INSTALLATION. MAINTF-HANCE TO INCLUDE WATER NG, WEEDING, CULTIVATION, MULCHING, MOWING AND ALL OTHER NECESSARY OPERATIONS 888 REQUIRED FOR PROPEF,, ESTABLIqHMENT OF LAWN. STATE Ot D.1 U. E, INt Qdt=881.88 _-o �AN �FR 0 INV N=8916.98* -889 INV.OUT;:898.47 Ln -,z ins m"Y/0 N A L P_ P_ lql!5 P A +63 It!!5 PP CD A- ,�464 ?S a P--.m 6 PEAR YARD EROSION CONTROL PLAN PLAN NOTES A-141 - P ctw� CO -d,9d TVIL7L_P�M* L��_ L DRAINAGE SWALE -.ip- P_ P_ 7F & # * * * * * * * -*- � - W w P—_ F * 4 AV U 9 P- P.- P- P- 6�3 5P8 5 F I— P_ P P P— 0� tt. Nt 0 EROSION COTROL SPECIFICATIONS �n_ P_ P_ P_ P_ P_ P_ P_ P_ P_._ P_ 1) This plan is designed as on attempt to prevent any and all sediment ALLAN H. VvTETHE P.E. 8827 P_ P P_ P_ P_ P_ from leaving the construction site by way of erosion. If erosion of sediment t* C'. PS from the site is taking place, the owner shall take preventative action r: 7 a c,�- e E I& W Ir L P�� P immediately. The engineer shall be consulted in the event this happens. P- P_ 8 .9 ME P_ P_ P_ P_ P_ P_ P_ P_ P_ P_ P_ P_� TOPSOIL SUBSOIL P, P— P— P P— 4 L P_ P_ P_ P- P— P P_ P_ Z P_ P� P_ P--& T4 t)IU(�KHILE STOCKPILE 2) Temporary seeding is to be applied to any graded area that will remain unaltered for an extended period of time. P P_ P� -eas that have RV 3) Permanent seeding is to be applied immediately to oi achieved final and finished grade. I P_ P� P� 4) Preserve existing vegetation on the site whenever and wherever possible to prevent topsoil erosion. P_;5 P_ E�p Z P_ :53 62 P_�,& PS P_ P_ P_ P_ P_ 9. 5) All sediment capturing measures are to be implemented prior to the P_ I— P_ P_ P_ P_ P_ P-r disturbance of the construction areo they are intended to service. P_ P_ Rol P_ 6) All erosion control measures proposed are to be properly maintained to P_ P_ continue their effectiveness. 40'* B. Sk. p7o P- SAN, STR,#9�11 P I �� & & PS P_ P_ P_ P_ P_ .3 P= I- P_ I- I- P_ I- P_ 7) If grading occurs during December, January, February dormant seeding P� P� P� P� P� P� - - - - - - - P_ procedures shall be used. P_ I- IN40UT*887*99 I- p- P_ I- P_ I- P�_Mmee P��"� 1AW.14=887699 P-_=L �P_ P_ *16* P� P� Z Z I- I- I- P� P� PS 8) During dry weather, keep �owns watered with sprinklers or other approved P� P� P� P� P� P� PS methods. Reseed any areas not germinating or damaged at intervals as may P_ P_ P_ P_ E�- P- I- P P P_ P_ P_ P_ P_ P_ P_ be required according to seasonal condition and/or construction activity. Water — — — AREA TO BE TOPSO;LED, P_ P_ P_ P_ P_ P_ P_ P_ SEEDED AND MULCHED gross and execute necessary weeding until full stand of grass has been OWNER AT COMPLETION obtained. -IZZ OF CON5TRUCTION (TP.) P_ P_ 9) The implementation and maintenance of the erosion control is the sole responsibility of the contractor and/or owner. 891.1 ME 5.4 E OVERBROOKDRIV V&� 10) It shall be the contrcctor's ond/lor owner's responsibility to minimize It sedimentation (from on-s;te construction activities) from being deposited onto P_ P_ P P- P- adjacent properties and receiving streams/ditches in strict compliance with P_ P_ P P� P� P� o� Rule 5" (327 IAC 15-5, construction activity stomnwater runoff control). it P_ P_ P_ _j _j < Ui P- P- P_ P_ shall also be the contractor's or owner's responsibility to obtain any approvals P- A.< < P� P� required from the local authority and to submit a complete Notice of Intent P� P� Ame� _P __An!t� 'is �1 P �� P� '0 P_ P_ P_ U-) 0 CY w letter to the Office of Water Management, Indiana Department of Environmental Z P� P- P- PS Management prior to any construction activity. -e—p-_- _-r 7 P- HOUSE >-< _1;4N _VR #032 + * * * * P— P— P— P— P— P— P— P— LLI Z I— P:: wZ C, P_ GARAGE PS w 11) Provide- #2 crushed stone construction entrance(s) to site from I- P_ streets/roads. 0 P_ P_ IN^N=M5.510 J J OYT=8,88.4C* 40"' B.54. TC=�905.;O U + -'-;Z 1,WV OJ=8�5.14 12) It shall be the contractor's and/or owner's responsibility to implement an P_ _P_ P�1& VP w, erDsion control plan for each lot. The builder may implement a different op INV*,IN=495,2-J P_ I- P_ erosion control plan as long as it meet or exceeds Rule 5 regulations. CONSTRUCTION *SAN*STR 93Y ENTRANCE/EXIT SA4 STR& 914 * * -, * * * * * * * !11 - * * �111` * * * * 94 T(58981.60 PS P-1 -INV TUT_158810 w T40=8�0.80* r PS I .* * * * INV*0UTw891P70 1017 IN1889tO 0 PS 11WV 00-893,80 Z F INDIVIDUAL LOT EROSION 0 D.&U.E:O CONTROLPLANPLAN cj� Ld 0 PiI Pii �0� P� 4' C NCR E ALK 4' C NCR E WALK LEGEND P� P� zlz.my�r P_ P_ 1-7 I— P_ P_ I— I— P_ 1— P_ LLJ I- I- i-- �__ I- — — , , P_ P_ __=�_P- L-� P- P- FINISH GRADE/WATER FLOW P_ I- �o C I P_ -0 co P— P— P— P_ P_ P_ P_ /-� . . 0 CURR INLET Fnd. 0. 4'W of c PROTECTION P= Rebat alc. cor/ AINAGE SWALE 898�9 7E / I, - 7 mil"ll' �9E C: �f901,1 ME 8 Q) 7�, 04 CONSTRUC110N LIMITS— CHANDLER, JR. 1 " Hollow Iron Pipe Fnd. 0 S.89G45"56"W. TH �_qo 7_ME JAMES E. UN LU LO 1.2'W & 0.3'S of cc/c. cor. DiNG E NICHOLAS H. A. ARMSTRONG & MEGAN A. CHANDLER in —50169 KATHRYN L. TROY J Lo t. N 99 0 I P-4 &-.q —61�61 STREET CENTERLINE �:Deed Book 257, Page 273 CHERYL L. H. ARMSTRONG..... Instrument No. 2003 -NOTE- RIP RAP/GRAVEL DRIVE/EXIT PAD U) Instrument No. 93-63220 Ld THIS PLAN INDICATES EROSION CONTROL MEASURES SHEET NO. < CURB INLET F, S REQUIRED AFTER SOIL STRIPPING AND PAD BUILDING -WARNING- SAMPLE EROSION/SEDIMENT CONTROL PRACTICE PLAN HAS TAKEN PLACE. COORDINATE WITH DEVELOPER FOR s nutz.!,. LO FOR A TYPICAL ONE/TWO FAMILY DWELLING 0 0 73 THIS PLAN TO BE USED FOR MEASURES REQUIRED UNTIL PROPERTY TURNED OVER 0 FgN�Y EROSION CONTROL PURPOSES ONLY. FOR DEVELOPMENT. COORDINATE WITH SOIL UNDER CONSTRUCTION —S F- ... . . . . . . . 0 - M PROJECT NO. CONSERVATION DISTRICT REPRESENTATIVE FOR ANY C, I< C) LLJ OTHER MEASURES REQUIRED DUE TO SITE CONDITIONS. W04-0826 (-) >- i- (D on < _J 10 9 7 1 6 5 4 3 2 3 w I a 0 It O c o E U, o a) 0 �� w ,-D p �'j _ 00 ono o o O N . __1 V7 C 'IT l (D a o o-2 o c a° N Fo i D ° = z W Ulm :!,�o H'D \Fw- oQ°Qo J_7 E) a_ m Q) 10 I 9 I 8 7 I 6 I . _ 1 3/8° TREATED PLYWOOD 48'x24' PAINTED . " ,may" :2 - LEGEND 10' MIN. WHITE C/L SWALE ° ca EROSION CONTROL NOTES S1# I� Noiiond1SN00 �a� 3 00 00 0o s 12° FlLTREXX BLACK LETTER 6° HEIGHT I / I / I °' .< < . dw,j„' _1 I CONCRETE 1 1/3 1 3 1 3 FILTER SOCK STRAW BALES BURIED 3" x '��• �: -v ,, (Www.FlLTREXx.COM} r r r• 1. ALL DISTURBED AREAS SHALL BE SODDED OR SEEDED, EXCEPT �� ' -� � - - (}� �� WASHOUT 0.5" LAG SCREWS � , � O�O� o s � it I \ Y / BERM BUILDING PAD AND LANDSCAPE BEDS. SEE LANDSCAPE PLANS FOR - TEMPORARY SEEDING -USE PLANTING CHART (DETAIL SHEET) I LOCATION OF LANDSCAPE BEDS. �, I j z -1 I llajlllj lttllllttjlllljlljtlltt�hl ,Gttltitill ljlltttlllltlltllltl1ll11altlallllltlt jljlltlllljjjjjtlllljjtjjll jlljllltttltjlt3l z �1��aljjllllttjtjjljjjjjjl jjtjljltl 11I �+� l t t t t 1 l j 1 l t t Tm ITI l-T"Cl l� I it t I� ITLL�I nil la�'C1 I tl 11l ITM t �atj t I I— 10 STAKE (TYP.) 10' MI . : 3' • • • PERMENANT SEEDING 7Ttl ta'C'Ct t t lint l�l lit Mtn jTj jet lTm t I�Yj t j t l I - 2. INSTALL SILT FENCE ALONG ALL PROPERTY BOUNDARIES. 0 30% COMMON BLUEGRASS I t l l t j l l t j l 1 t l l i j l l l i t l 11 l i l t t-A•�.�ldtsl l l l l l l l l l j j l 11111111111 l l l l l l 1'j l t t 11111 l l 111111 l l l l t jjlljtlljttltjtlljj t tjlljjjljlj�tr _�'�j�ljjjjlltljllltljljtjll jtllltjjj ll1 SECTION LINE WOOD POST 3'x3 °x8' 50% FINE PERENIAL RYE GRASS APPLICATION RATE:' J rn r r �y . ._. �� , � , - y__," .. , �i �--• s - -•--* -• - s-.- -i , .- I � - �- �� , �- ,�- ♦ . . ' r Li < Z i 20� CREEPING RED FESCUE 5 LBS /, 000 SQ. FT. 1 j 1 t t 1 t l a a a a a a . - . ,`... , , *- .. -%--%-%.--% , - .. % % -%-x-%- 3' - #4 REBHR STAKE 1 1 1 1 t i t 1 1 1 1 1 1 1 1 1 1 i \ z lllllttl �► a a a a a a a a a a a a 10 MIL PLASTIC LINING - a a a a i a a a a a a a. t t t t i t a a a a &;; „y * _ • , , c > TO EXTEND TO FlLTREXx NOTE: APPLY 10 -6 -4 FERTILIZER AT A RATE OF o 1 t t l j j t 1 t t I I l I lttllllta >, ljl tjll a a a a a a a a s jtjl tjlji' ljj i GRADE END STAKE SHALL 15 LBS /1,000 SQ. FT. TO ALL PERMENANT SEEDING AREAS �- FILTER SOCK 3 MAINTENANCE a a a :. .. .:� a a a a 1 ;t a a a a LATH do FLAGGING ON PLAN BE HIGHER THAN TOP OF PIPE U 1 11 t j j 1 t t l t l j I t I T 1. INSPECT STRAW BALE DAMS WEEKLY AND AFTER EACH STORM EVENT. 4 + * * a i * * i + >t }' ^ 3 t 1 t t l t l l t t t t ALL SIDES t 2. REMOVE ANY SEDIMENT DEPOSITS PROMPTLY TAKING CARE NOT TO ® - EROSION CONTROL BLANKET W /PERMENANT SEEDING (SEE �OVE) I t l l l t t t 1 "' j + i 10 MIL PLASTIC LINING STAKE ( •) UNDERMINE ENTRENCHED BALES_ NORTH AMERICAN GREEN S -150 (OR EQUAL) F-- l j t 1 t t t j a a +, �: '+ a v ° ;, ' t j t t l 1 ;. a t t l I t t j t 1 j l t 12 FlLTREXX FILTER CONCRETE WASH 0 UT SIGN 3. INSPECT WEEKLY FOR DETERIORATION OR DAMAGE BY CONSTRUCTION 2x2 STAKES (/� i �n N ; t,t } } } _- j j j j j j j j j 11 t i �� SOCK rior � sc� ACTIVITIES AND REPAIR IMMEDIATELY. ■� -STRAW BALE EROSION CONTROL DAM Z l l l l l l l l � j l l j j j 3' - 4. AFTER DRAINAGE AREA HAS BEEN STABILIZED, REMOVE BALES AND SILT FENCE ALONG SWALE FLOWLINE (SEE DETAIL) O 1 b`� j * * 3 ` * * t l `j j } } } j 11 j j j I sECrwrl v l t t t t t t t a s >, >, �� a >, z >, >, >, >, >, >, a l i t 111 >, >, >,;, l 111 l t t t t t j i I N) SEDIMENT, BRING DISTURBED AREA TO GRADE AND STABILIZE IT. a a 4 a a a:' a- a a l l l l l l a BERM -STRAW BALE EROSION CONTROL DAM t t t t l} t t 1 11 �F$; END SECTION AROUND CURB INLETS a a a a a a * � a a a :' # a 4 a a a a a a a a a a a a -, 1. WASHOUT LOCATION SHOWN ON EROSION CONTROL PLAN. STRAW BA LF PLACEMENT # 1 i l l t l l l t l III t a; a a* a a a a :::::� 2. DRY CONCRETE TO BE REMOVED FROM SITE PERIODICALLY AND 57- -SILT FENCE INLET PROTECTION a i a a a a a FOR EROSION CONTROL � a+ 4 a a a a a a a a a a a a a ill t +aaaaaaaaajjljj jjjl i DISPOSED OF BY APPROVED METHODS. c 1 ' F '' _- { AROUND BEEHIVE INLETS SEE DETAIL \ 12" - #2 STONE p., ( ) m rr� 1tt11ttt� ;, * i + * a + a 3. THE CONCRETE WASHOUT SIGN SHALL BE INSTALLED WITHIN 3OFr. NO SCALE m �fi -�� -� p� t t 1 1 j j >, >, 2' OF THE TEMP. CONCRETE WASHOUT FACILITY. ( ) .•--T. - SILT FENCE -(SEE DETAIL) Q C�1 OI t t j t t 111 �� a *. -... * * a j j-j Yj j�j a a a a a r j j t ' 1 t 1 j t lit j t i 11, llltttl ljl �'j j jj�l 1t ° >, 1 lllllllllllllll�l >, all jj lj 1 lit °� ;� FILTER FABRIC 11 t l t 1 t 1 j �`' j �,;� : a a a a a a tttl 11 o a a \, �a a a a a a a a a tit j ',t 1 // / - / i O 11111 1 ,ll lilt jjtlllltl 1 jt :: SMOOTH FOUNDATION c CONCRETE WASHOUT " "DERFlLTER STABILIZATION I �, ,A tit tj �. tit tit * �� a a a • IIIII p1 MAINTENANCE. � t 1 l l ILj 1 a j t l j 1 a a \ o TYPE BELOW GRADE' N CONSTRUCTION ENTRANCE PRACTICE: JAN. FEB. MAR. APR. MAY JUNE JULY AUG. SEPT. OCT. NOV. DEC. , 1. INSPECT WEEKLY AND AFTER EACH STORM EVENT. _ �� Z. a a s* a a a a a l l l l l l 1 t t t t j t j } j j a PERMANENT A * / / / /I / / //* •/I/� -� 2. IF FABRIC IS TORN OR DETERIORAT W ° 1 l 111 1 t l l t , , j j j j j j ' * j * * * * � * * + , , , t t t t t t t 11 ED, REPLACE SECTION IMMEDIATELY. � z a llllltl IIII a a a a a .jtl jjj a �., a a. a a a a a a a �' j }jjj Ljj 1 (NO SCALE) SEEDING D 3. REMOVE SEDIMENT WHEN HEIGHT REACHES 1 /3 OF THE HEIGHT OF LLJ co 1 1 t h t 111 l t l t t} t t t 1 l l t t 1 t t I� 1 t t j t t I j a a a a a t t 11 >• >, >, >, , - ,� tit tltt tl t MAINTENANCE: DORMANT B-a 8--- THE FENCE OR IS CAUSING FABRIC TO BULGE. �� 41i l j j t l tit lI I I I }jjj ' ' * + * * ' III i l t 1. INSPECT WEEKLY AND AFTER EACH STORM EVENT. 4. TAKE CARE NOT TO UNDERMINE THE ENTRENCHED FABRIC. SCALE: - SO t t t 1 2. GRAVEL BAGS ARE HALF FULL WITH ROCK LARGER THAN THE INLET SEEDING �� - N col j } } } } } j } j j } l l 1j l l l� l } } } } } } } j } } } } U } j j j j a a a a a a a } j.j t a a a a a a a a a a a TEMPORARY C 0 D � - l l * + + + + + + + .111 111 t 11 11 � 1 1 t t N GRATE AND PACKED CLOSE TOGETHER TO ELIMINATE GAPS. 5. AFTER DRAINAGE AREA IS STABILIZED REMOVE FENCE AND SEDIMENT, > > `� 3. IF BAG DETERIORATES OR IS DAMAGED, REBAG OLD BAG WITH SEEDING E * / / / /I / / / / * -- BRING DISTURBED AREA TO GRADE AND STABILIZE IT. oa �l l l l l l l l l rl J� j j j j j j j j j j z t t j j t t t a t a a a a a a a a a a a a a 11111 t 1 11 III j t CONTENTS INTO A NEW BAG. z° 1 1 111 j j 1 l l l l l j l l 111111 Q � l i t a a a a a a a lilt * *** *** * ** -� Co 4. REMOVE SEDIMENT WHEN HEIGHT REACHES THE TOP OF THE BAG. F *' * / / / / /I /i / / / * - -b 0) * * * * * + * * * s 1 j t t t t t j t j t j t I 11 t t SODDING 0 25 50 100 co l l t �l l j l l i l t t -� Ln \ a a a a 4 a a a a a a a a a a N 5. AFTER DRAINAGE AREA IS STABILIZED, REMOVE BAG AND SEDIMENT, z t t t t j j } } } � } l i l t 11 11 l I 1 t BRINGING DISTURBED AREA TO GRADE AND STABILIZE ff. INLET PROTECTION @ zl jj j j j aj j j j j j j l l l t l a a I j j j j ri a a a a a a a a a a a a MULCHING c �� a a a a' a a a a a a - 4 1111 I 11 11 111 1 1 l�ll;llit t till t lilt a a jllj jl tl ltl FLARED END SECTIONS 11 Illja� jjj jjj A= KENTUCKY BLUEGRASS 40 LBS /ACRE; CREEPING RED FESCUE 40 LBS /ACRE; I a a a a a a a a a a a a a j t l l \ } }} j 1 l jjj I PLUS 2 TONS STRAW MULCH /ACRE, OR ADD ANNUAL RYEGRASS 20 LOS /ACRE NO SCALE c 1111111 + a I ° ** a + a a a a a a j a a a I a 1 t I I 1 I t t 1 '` III l B= KENTUCKY BLUEGRASS 60 LBS ACRE CREEPING .RED FESCUE 60 LBS ACRE ( > III �1 l l l t l ; L_ a l 1 l l l 1 >► >, l l l l l l 1 a a a l ��ll l t t llllll a a a a' a a a a jlj lit a a a a a a a a a a a a t1 lit j' - PLUS 2 TONS STRAW MULCH/ ACRE, OR ADD ANNUAL RYEGRASS 30 L S /ACRE. I 11 l t l l t a * a a a a a �a a a s 1 * 4 + + + *+ 4 +� j t j t l t 11 l t j l i >� jlj'�l�ll l l ill j�j I jljl�lt II t a t ttj a tt l C - SPRING OATS 3 BUSHEL/ACRE. RE. I a a \}`jam ij� j j 1 t 1 1 l j t 1 j + + + + •;t + + + * j 1 t 11 D -WHEAT OR RYE 2 BUSHEL ACRE. j 1 l 1111 ll�� a j t j t t l I 1 l F= ANNUAL RYEGRASS 40 LBS /ACRE. (1 Le /l000 SQ. Fr.) I l 1 l l 1 l 1 ' 1 I t I l 1 j l l�l l' 10 l j a a a a a a a a a a a a i a j lit l�l I ljttl jl jlI ttj t MAINTENANCE: j l j t j l t 1. INSPECT WEEKLY AND AFTER EACH STORM EVENT. - / G =STRAW MULCH 2 TONS ACRE. � I � � � � � � ;► � � •� � � .� � � � a .� � � � ,� � � t � l l t t � � ., � � � � � � � � + t t j j 1 l l j l j I t 1 I 2. IF FABRIC IS TORN OR DETERIORATED, REPLACE SECTION IMMEDIATELY. * /I /* IRRIGATION NEEDED DURING JUNE, JULY, AND /OR SEPTEMBER. Y l 1 l l l l l a a a a a a a a a a a a a a j j j j j j j j j j l} l j 1 j IRRIGATION NEEDED FOR 2 TO 3 WEEKS AFTER APP YIN � 1C * * * * 4 + * + * * * + + + + 3. REMOVE SEDIMENT WHEN HEIGHT REACHES 1/3 OF THE HEIGHT OF THE FENCE L G SOD. ° 1 l t 1 l t t t * i * * + * *: , -) t I I I 1 t j I j j 1 1 I 1. �ua �Ca,�an l l jt l tttll1j Itlt lj llllll ll It 1. OR IS CAUSING FABRIC TO BULGE. �,� 1 S 11 t j t a a t l o uo� daax u� I l l l l T l 1 l l a_..._ = 1 a 4. TAKE CARE NOT TO UNDERMINE THE ENTRENCHED A � � � � till tl 11 111 FABRIC. I �.., � � � P LL, - •� � •� � •� � � c� � �'' � � � •► 5. AFTER DRAINAGE AREA IS STABILIZED, REMOVE FENCE AND SEDIMENT, BRING �`' ZE ``�' - �, l 11 1 j a a a a a a j�� m j t l t t + y + 4 * + + * + * Q zi SEASO AL SOIL W a lit tt I , I1111 j a a a a _* I4 DISTURBED AREA TO GRADE AND STABILIZE IT. E; rn 6 r CJ - Q (� O N S U f � .fl- g I j 11 t 111 * + * * + + a + * * +11111 11 11 III 1. tlj jj I t t tt t l tt1 l`t >, + 9i it till PROTECTS N CHART ��be r r��n�ls I tit tl cl N tlttt t tt Qttt 1 "X2" HARDWOOD ° o y o rn rn �i o ;► a ;, a a a a a * a a a a a 2 ° ° ll tt 1 ll� t, jtl lit Lo till 1l jl lit SlIWI� OI1�fl�1SN00 � � � � � �, cROSSBRACwG 1i 0 l l l l l l a � °�, a a a l l 1 l l 1 1 1 l TTt tTCT l ��#TCTI ITC t j j t t l l`TTT I t TTTI t TTC t t t k�, �. _llllllll r6 da << L� 111 ll t 111 ll till- ijTl-llttjttttljjt tjlttttttjjjllltjtjj t tTm t t ll jt ltl 2 "X2 "X36" HARDWOOD T -� � s j j I j t t j j j t t 1 1. CATCH BASIN/ STAKES WITH POINTED END Illlljllll llllltl It DRAINAGE - AT 5 O.C. _ l Q U Z STRUCTURE jtltlllttjltjtllttlljtltljltlljltlllj tttttttttttilt111ltIIlllltll IIIIII11111 bltljllltljlllIIIIIIIIIIII - �'�-- llllljljltllljlllltijltlil ttlllllll , lit tt l �w t a �llajatl�l�'� llllll � � �,. -� •>, � � � � � � z % lit 1l� ttltltttl >, �� l I tit tlttjtllltttlll 11TTtlTT�tt�tT�t lTTltllTtlllTlttllTtjTTT1l ltl�llTTTtl1TTt1TTTt1 TTttllTTjlTITjtTTt- t1jlTttTTTjtjllll ITTTTI 1j tl�' It t v tl 1 '''��'� 1/2' X 2" X 24" WOOD a a a a a LATH AT EACH STAKE jjl 1 llljtjlllljlljll llllll llllll tilt j �lnjl�l j t } j • >, >, sj 1 I- 1 tl j t t tt t 11 tt1 a a a a a a a a a a a a a a a� j j w OVER FABRIC a a a a a I a a a a a a a a a a 11 1l t1 ll1 1 IU 11 t t a a a a a a a a a a a a a a a a a a a I t 36" WIDE NONWOVEN 1 l l l l F * * •� * •� � a •� � * •� � •� � � � � •� •� � •� •� � � •� � l l j l l 11.>, .>, .>, � � � � .� � .>, .>, .>, � � .>, .>, � t t l 1 'z. a a a a a a a a a a aj c� �j j w jj tt I- i POLYPROPYLENE FABRIC 111 1 1 a a a a a a a a a a a 1 j t 1 t j a a a a a a a a a a a * a a a a �\. 11 j l j 1 a a ' a ;, Li 1. a a a a a �� REFER TO SILT FENCE j l 1 t j 1111 l'1} N >� 1 j ,� 1 1 1111 j 1 * _* i O j a a a a a a a a a a a a a a a a* a �� 1 , SECTION FOR EMBEDMENT DETAIL j t t t t j a a a a a a a a * a * a a a a a a j t I 1 j l lIa rn MAINTENANCE: lit Ill j �, 0- ljj 1 1 Q - tt 111 a a + * * * -)o � F Ic 1. INSPECT WEEKLY AND AFTER EACH STORM EVENT. t l l l l a a a a * a, a a a a a a a a a a a a a * .. a -) a a \ �. a a a a a a a a a a a a a t l l� t a 2. IF FABRIC IS TORN OR DETERIORATED, REPLACE SECTION IMMEDIATELY. t 1 j j .11 a a, o j j j j j j `•O "o a a a • i _ �t �i 3. REMOVE SEDIMENT WHEN HEIGHT REACHES 1 /3 OF THE HEIGHT OF THE FENCE t t l l a a a a a a a a a a a a a a a a a 11 j j A a a a a a a 4 a o' � a rn `4 t l 1 t j w p t IQ-, ° ll` t t I j a �� o��t It t OR IS CAUSING FABRIC TO BULGE. a a>� �- _ a� rn o �J 1 t 11 t a . 4. TAKE CARE NOT TO UNDERMINE THE ENTRENCHED FABRIC. t a * a a a rn 9 111111 __ t 1 1 5� 1 1 l t l t * * * * * * 4 * + * + * ',/* '� * * * * l 5. AFTER DRAINAGE AREA IS STABILIZED REMOVE FEN AN a l l t j a a * 1 l- ll z I a z j CE D SEDIMENT, BRINGING �, � � � � � � � z * + * * a * * * a * \ � W � � * * � � a. � a a * * au' a� `�. j t j j j l j t j t t DISTURBED AREA TO GRADE AND STABILIZE IT. Q 1 I l l l a a a a a a a a a * a a a a a a a a a 4 l 11 I t-1 a a a a a a a a a a a a a a a a a a a a a a 1. . � a -� .> > Z - a a a a a a a a + a a a a a a a a a 1 1. . ° �, o llllll -1j ll. l tltl�l a a a a a A,i 9 i ! till till i 9 ^ � I- 1 * 4 * 4 + + + r7 4 L,1e1 1 ;t t L QD SILT FENCE INLET � 1tt tI a a �jj 1tj tt t ill- Q 1 lit a a a a a a a a a a a a ��# z a a a ltttt a � >~ r� lit tl 1 t11t t > a a a a ��I c, PROTECTION DETAIL 111 1 1 aaaaaaaa�a aaaaaaa>, �� aaaaaaaaaaaaa *aaaaajljj jlla a a jjl`tlt, ^I-11 11 1 (ZD >, tit tl t 111 \ tlltjt a s a- -a a a a a a a ° � l jt (NOT TO SCALE) * a a a � a a a a a a a a a a � 00 a a �` a a a a a a a a a a a a a a a a a a � j t t j 1 t 1 llllll a n >�� L`f, t j "t j j L' z->T ' l l l l l l l l 1 41, 11 I t 1111 l l I�ZTc� . - - *- j 11 a a a a a a ��z� o IIl t t >, llllltl -� ll ll t ljjlj 1 zn, T ljljllljlltlltllltil a a� j t jjjlljlljlljllljl jl tltttt �_ ^* _ a a a a a a ill ll t t }jjj tjttjtttttjltjlj�aj4'lallllltIli �l t ljttj lj .� "L) jj 1 ,�j��,�� ,�� *,aa�� °a��,i11111IIIllltI 1 1jt tbtl t 111= 1ttttt}ttt 111 t>; * * + + + * * * * * >, - jl lj 1 I a a >, ♦,,,,,<<ttLAL1lltat i -21 L 1 =2_ lit l z 1 llljjlll lllljlllllljl�4ljjlllllllljlllll�jl llllllll lilt - ,_ aQ1 a a a a jtllljjjjjlllljljllltallljjtttljll ll jj lilt t a llllll I t t 1 jjtlj�ttttlt�lljlHt itjtttjlttjttlttttj}ljt 1. 111 ill iltt lljCljllljljllljjjlllj ljllllllltillllllllllllj li�l�ltlllllljt '- 1 Z _ 1 0 >► a 11th ,� 1111 t1 l 1 I jll?.ltlljl1111 Ran1 - lI ill tljllll l'llllllll jl ll llll�lltlllllll �' � lit -11- i a`= a a a * a 1 RUNOFF ti _ _ y ti RUNOFF a �' a a a ; -* 4 + * , tttttttttt 11 tjtttj g 67.8 ? c > > ti c n 111 l 1 0) a llllll of 111 ll llllll llllltl + a + a a a+ 9100 �; llllll, a 111111tt l l 1 i III t t o�� 11111 l b`P t � 1tt11 * + llltttl 1 - 111 t t III I1 llllllll a = �tjlt 1 * llltttl llltllllXjlltl 3 / -""4 Ro i °�za a tt lit t _ - - j1t1111lyltjtt t �'' "OFF lit 1 j - lltj j= e \ I ZII >� llltttl 1:. tit 1 Q zz >, a ! tlttWOL llllll � l - -- --------- - -- - - ll j 1 llllll l -- - - -- - ittll 1111 t tea t jt lltl ,l��l 11 GRA�ELBAG CURB PROTECTION lit tit IIII!)i t� / I >, t 1111 ljttt �/ c , j I t i l l l�.l -i t 1 l`� t (NO SCALE) jjj III jjjllljll4� (FOR INLETS THAT ARE IN LOW POINTS) j llllllll t 11 11 0 llllll llllll , , , , , , 1ljjtjjjjj �_ i \. jt jij I tit ljlajljjljlljjljllllll lljlljljl lilt llllll 11111 jjj MAINTENANCE: l 1 j j 1 09 Lj 1. INSPECT WEEKLY AND AFTER EACH STORM EVENT. It j l j j t j l l l t l l 111 i l l l l�-H l l l l l l l l j l l l l l t l l l l l j t l l l l l l \ o - .. ��11 }},, }, 1, l �1- 2. GRAVEL BAGS ARE HALF FULL WITH ROCK LARGER THAN THE INLET j j j j �' �� \ �S �l� t t v v t t 111 l l l l l l l l Yl t `i`t j j I I a a a a* a a* a a ' GRATE AND PACKED CLOSE TOGETHER TO ELIMINATE GAPS. IIII lj llllltl 1ljlljjllllljtllllllj 1111 t llltttl 111 ltltl °�� = s �`� ; ! ,� 1t t t >, a a a a �llllt t llllll a� w maw __ �. tttttttttLl�tl�jlljj 1 3. IF BAG DETERIORATES OR IS DAMAGED, REBAG OLD BAG WITH 1 t t t tljtlltlljlljjjtjlllll jtlljllll 41111, tt jtl`lj lltll * + * * �' >, >, tjljjjttjj `- �l ' tl till ij�CTljjlllllltljttjjljtt 1 CONTENTS INTO A NEW BAG. �j l 11 l j j jc j 1 l l j l l l j l �l 1 l l l l t l 1 ; ' �' + i * , * + * * '. � ter\' •° ' - \ - � 00 + * + * * -) * * -) + + 111 lllllttl llllll f.;�ll llllll �� Q �tljljtlljj 4. REMOVE SEDIMENT WHEN HEIGHT REACHES THE TOP OF THE BAG. 1` il, ill l�tllllljlltlttltjttttttltlII �L�, 5. AFTER DRAINAGE AREA IS STABILIZED, REMOVE BAG AND SEDIMENT, I w i l l- .1 � a a a a* , a a a l l j,f� 1 j j j 1111 j j t j j j j 1 l I I l j j t d r j l 1 It llllltl 11111 jljtj a a t l l t 1 l l l 11 l ,, • -�-- -� . BRINGING DISTURBED AREA TO GRADE AND STABILIZE IT. 0 t t t t 1 l a `a . '' ��' �i �..J * \ V ' j j 1 j t l� 11111111 l t �j `O r. n o jll�b t ltttt tltttt Mitt 1111 llllll l� 0 tjtlj j I II 11 lllllll 11 ly- e's.�• * + w+ . 1 ill 1 j j l } z >,., ct I t l l l l j �,l�il l t l 1111 _ >, a s.) a a a s ill t lljtl jjjlll'a 11111 jlll llllll t ill 'ill llllj oa �� a z� I It 11 j ;, 1111 �j 11111 jlttj o ;� �- �� 1 _ �, I . 111111 - lj t llllllll ' -� j j RIP -RAP J : rn - a a a' ljjjj jllll ljlll It I 11 llllltl llllY�v� llj ,1 ,, vj + . >, >, >, >, ° _ 1 1-1'11 l t t t 1 >, 111 It t till 1111 lljtl 1111 llll''l� tj ll llllll a �' ao llllll 1111, ll N a 1 llllll O a a a a a a a a a a Q Q c lllj lj 1 ljljt jjjl 11111 }jlll � � � � llllll 1111 \. lrllllll � � � � � � "` l tl ll t1 lj llltttl j a a a a a a a a a a 5`''11 11111` tit �; >, �� a� - tjlj tltll tIIII jilt' llttl ltjl .� I tt t �>, a a o�1 j� tt �� / % a >, a a jI i 1. _ N � •; L _t >, � � � � � •>, � � � � •>, � � � ! jljll 1111 ltjll 1111 l'lllljll - 111 P'' lit `�� °; I t i, . 111 t1tl 7 a - 4 a �j I j jllj jj ljjt jjjtl �� ljjll lljll itlil all t tltttt lli tt �' n X11111 >, l t1 1 tltt 1111 * C� ? 1 rL .c °I jt ll l .lit lltt allllj l .lt , �1 l ill` ljlll ljjtl = �- lj a a a a a a a* a a a a a a; a a a a a lj ��a aaaaaa +aaaaaaa3 I11 t l ijjj jjjj a a a a a a a a a a I Ill i I11 + * *** �l'l "- lltjll 111 5� 1 1tl llllll'lllllt lit -, _ 1. ° � t t till lilt VIII 11 t tllj' jIIII jl t t jlll ttllj 11111 111111 a a a a a a a a a a a a a* 4 a a a a a a a PLAN A III jilt � � � � � >, � � �� } 1 lltl till ��'��'�� aaaa(�aaaaaaaa , N �lll ill ll llllllll tl ill ltlllllllYlljl (�_j l _ 1111 ljjl 1111 ltl. llllll ltl' a >, � Q t1 1 �l - j lilt t �r,� 1111 11; l till ljttl �litll ll`�l �'� lljll�lllll ll ll llljl 111 111114' llllll ill t t a a a s a jjtll t t 11111 jllll j lit ,l� 11111 �, LL T all ° j j 10, a a a a a a a a lilt 11111 a a a a a ollllll llllll t1 l' t It a �� O a a a a a a a a a a a a a a a a a a *llllll �yl l l t l 1111 l S a a a a a a a a a a a 4 a a a a a a a a a a a llllt`1 11111 0 a a a a a a a a a a a ll l jl' a a a a a a a a a a a a a a a a a a a 1111 a a a a a a a a a 1111llllll l l llllll l 1111 ��aaaaaaa ill V) oo ill 1,1.1l�- � lilt l l � 11111 Illl till IIII llllll 1111 11111 lilt a a a a a a a a a - -a a s* a* a* a lit I ° 11111'lj .�',�,+ + cTC<<a �E�E1l l jl� a s a s a a a a a a a a a a a a+ a a a a a a 18" MIN. ",5 tl - I I I I I I I I I I l l j l I I I I I 11111 11111 a s a a �_ + a ++ l l a a a a a a a a a a a a a a a a a a a a \ a a a a s a a a a a a a a a a a a a 1 . f RIP -RAP .-1 ill} llllll'iIllljifff fl-k-lilttlll1A tillill 1 - a a a � � a � a a llllll llllll llllt 1111 * a * � (9 � � a a � � � � till SIDE T : W ljjj }till 1111 11111 a a a a a a a a a a illll lilt \ a a a a a a aaaaaaaa4aaaaaaaaa ' aaaaaaaa a s a 1 jtl i _ L. a a a a a a a a �lljlj jjtlt a a a a a a a a a a a a llllll' llllll 1111 11111 a a a a a a a �.; a a a a a a \l a ;, a a a a s a a a a a a a a a a a a a a a o I' jlt lllliljljjltll l tljjjilt�ttljjj t llll�ltllj _ :. - a a a a' a a a a a a a - p�1 a a s a a a a a a a 1 1 1 1 l l t t l a a a a a a a a s a s a , a a a s a s a a s a` 1 1 1 ` a a a a a a a a a a a a a a a a a a a a a llllll llllltl \ ll lilt a a�~ a a a a a a a a J a Q, a a a a a a a a a -� jtj \ a a a a a a a a a a a a a a a a a a a a a I i. � 1 11'11111} � � ' � a� � � 1111 11111* � � a � a � a � a illl lilt ll � � � a � a � � � llllltl llllll �_ ll lilt �' _: ljj OUTLET EROSION CONTROL I a a a a a a a a a till` 1 1111 11111 a a a a a a 1111 11111 a a a a a a a a a a a a a a a a a a a a a s '\ 1 a a a a a a a a a a a a a a a a a a a a �} llli `NIllllil ll lllj a s+ a* a a a a a a a 4 I d (NO SCALE) t t jIj j j t ,.a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a, a a a a a a a a a a a a a a a I I- I a a a a a a a 1111 n 11 I I I I Itlll N a a a a a a �ll Ill 111111 l l l l l t ll`jl l l l lll 1 1 1 1 111 a * + ** a a a a* i+ a\ x a�� a� a a a a a� - a a a a a a a a a a a a a a a a _ tit 1 z llllllll a a a a a a a a llljj 14 l till }till Ilill 11111 ' 11111111 ll l l l l l l l l \a a a,� ' i' a i- a a a a a a a a a a a a It It It t `�1 o I 1111j1 1I a a a a a ltltj 1cL 11 \ till jlltl 1111 lltjl a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a llllltl ll ill 11 a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a z tit ~ 1 U i jjltljt a a a a a a a a a a a a a a a a a a a a a a a a a a a a w 11111 j ll ill tjjll a a a a a a' a a a a a a a a a w I ;, a a a � aM. � a � llttic`,�' ll 1111 jljtj 1111 11111 � jjj l a a a a a a a a a a a a a a a a a a a 11' tit a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a 11 I llllltl }�aa+ �`,a��aa�ly'a+�aa� lljl 11 ll till ljllla a a a allll llllltl t a a a a a a a a a a a a lilt l lj 1111 11111 a 1111111 a a a a a a a a a lltl l°P jl llj ltmItmlpm,gv1fv 111IIIII1�1.1j1 1 1 1111 till l l 111 l i l t \ a a a a a a a a a a a a a. a a ljl 1 Ln c , co a a a a llllltl a s a a a a a � a l lllj 1� 11 ! 11 ljlll_la1 a a a a a a a a a a a a a a a a a a a' a a a •� a a a a a a a llllltl � a a a a .>, 11lj l �l�ll�ll#�Rt�Y�'i1'Ci -T-tl � 111111 t ltttj �fi tl jlll lilt Q ttj 'j I 1. w a a a a a a a a a a a a 3 a a a a a j a a a a a a a a a a a a a a a * a a a a a a a �a a lit j I 1 llllltlllljll 11111171 l 1111 tilt t HIM a a a a a a a a a `a a s lllltlj a a a a a a 4 a s a lljj IN t Illtttljttllttjlljtll �l pll�l�lltlljllt llltttl 11111 l l l l a a a a a a a -' a a a a a a 4 a a a a a a a wa a a � 111 'l #. a a a a a a a a lllll l l 11111' a a a a a a a a a a a a a oa a a a\ i, llltttl ' a a a a till l a -�--a a 1111 llttll� �LlII 1 l` �t + a a llllll l /�jtl lltll' a a a a a a a a a a a -_ s tit l 1. co a a a a a a a a a a a a a4 to a a r. llllljj a a a'; a a a a' a till tt l till llltla a a a a atlll llltl a allll. llllllll} ,tllll 1`�' ll a a a a a lt�ltl tljll a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a POST 4" DIA. WOOD OR 1.33 I l i tIII 4 a a * a * a a ll l� ll j t11t ,1'lt i t tatl� 1 1 1 1 1 '_ 1_t lljl�ll�� a+ 1 1 1 1 1'1 l t l t t t l l a . a a a a a a a a a a \ a s a a a a a a aV-.i a* a 1t t t I,L _ a a a a a a a a a a a a a a a a 1jtljljjl a a a a s a a a; a a, l'l l llla ljtljlllll ljlll �' a a a a a a a a a a a a a a a, a a a a a a a lit l ° LBS /FOOT STEELIO'MAX. a a a a a a a a aaaaaaaaaaaaa �aaaa aaaaaaaaaaaaa ljltt 1ljlill a lltt 1 V,Il 1 l i l t �� , a a a a a a a a a a a a SPACING llltttl Ir a a i a a a a lit 1 50 R/w jlit tlttt ill tltllllljll 111 l 1 ,l t l tit jlllla a s a a a a a a a a� It a a a a a a a a lit l a a a a a a a a a a a a a a a l l 1111 lllII a a a a a 111 11111 a s a a a a a �Lllllltl till t ll�i lljl ill lr WIRE FENCE 14 GAGE 1•l t till a a a a a a a a a a a a a a a a a a a a Q a a a a a a a a w a a a a a a a l (MIN) -6" MESH SPACING I I I'l I I I a a a a a a a a a a a a a a a a I } l jilt l t l j l �a a a a a a a a j 11 lilt a a a a a a a a a a �`Ll l l l l l t l l l l l lT'l�j1 l °' a a a a a a a C t 1 ll 1 N 4 ll,jlljt i a a a a a a a a a a a a a a a a a a a a. a � a a \ a a a a a a a a a a: a a a a tit la (MAX) FASTENED BY 1 WIRE ( a a a a' a v l t 1 t l l j t l t t j �l l t l lilt t t '� llllll l l l l l l ,1 STAPLES, HE WIRES, OR HOG I a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a .• a a a a a 11,1,1.11 a a a a a\ a till l lllllltlll 111111 llll ll till l 1 1111 llllllTc. � l_ a a a a a a a a a a a a a ill 1 i RINGS a a a a a a a a a a a a a a a a a a a a a a a a a a a a s a a a a a a a a 'V a r i a+* a a a a a a a a a a a a jltl l-D llltttl ' a a s a a s jllll ll }lit tilt a a a a a a a a a a a a a a till till a a a s a a a a a a' jlit jl jl laltlalllalll itt a a a a a ;...* a a a a a a s- a a a s a s a a s a �, a a a a a a a a a a a a tit FILTER FABRIC ALONG LENGTH t I � lljllllla a a a + a � a a a � , a * a � a llljl l l ljlll jjjjj 11111 1' " jlltl �1 1�1,1�1�1 it 1�/ll� (NO JOINTS) STAPLE OR __ WIRE TO FENCE � � llllltl llllll l llllllll} a a a a a a a a a a lilt till a a a a a a a a '�+ a s a a a a C r L. �, a a a a a a a a a a a a a a a a a a a a a a a a a a ll 111 llittlllllllll�t_L�t jlllttl't�t�t, a. a a a a a a a a a a a a a a a a a a a + 4 "X4" TRENCH TO BE I ltlt'jjt ' a a a a a a a a jljj ll ll ill a a a a a a' a a a 1111 11111* a a a a a a a a a a a l ll a a ''a'>>al tlalltajll;tllajltyl ltlllll'l��lll�l l l ,.� a a a a a a a a a a a a a a a a s a a a * a,`' a a a a a' lit 1 BACKFILLED AND COMPACTED DOWN- `� j;t j t l l t a a a a a a a a a a a a a a a a a ;, a a a a a a a a a a a. , a a a a a a a a a a a a t'. 3_, a a :a a a a a lilt ; l l ljlll IIII llllll lilt fII a a a a a a a a a a a a a a a a a III t i a a a c11 1°�tl lltll�lal�11 l 1�t tIII1 � a s a. a s a a a a a SLOPE �n `� a a a a a a a a a a a a a a a a_ a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a �A - - - - lt.t1 tjl t : a a a s., ��3- a a / a l ,.... 3- a a a 1111 till a a -'a. a� a -a- a. a .. a.: a a -- _ � a a jjt j a -a a 1,11 a a a a a a� UPSLOPE - II �* �n V� ,✓ _. a.t a a �l j �j 1 t a a a a a a o Lc., a a a a a a a a a a a I -- tjtltpi t j a a a a a a a a a a a a a •, y . # a a a a ,,- a a a �, jjjll 11111 jlll j ai} - , ill 1tt 1tH� -Il _ i 1 a a a a - a a a a a - - - - 1t11j l a a- a a a a a a a a a a tljll 1111 1111 lltt 0 ,� - _- i_,..� �- > jt1 t l�'l t 1 _ I r II- I ' till 1% 1 t j It 'ltttl tit 1 a a a a a a a a a a 111 1111 a a a a a a a a a a a 1 II a - - - - -- - - - - -`- ttl t a a _, a � � a a 1' 1't , j j t 11 1 1 1 - I c c c �� o� lJ 1. 1. rr SILT FENCE SECTION - tltt tit 11th a � � :9�� S11W1� N011�fl�1SN0� :,, _ Y Y �/lljjl (NO SCALE) a s * a a a` llltt` l l tt a a ttlttlllt O I °° ZE �, a a a a ttttl l It 1 llllllll a a s 1111 jlll a a a a a a a lljll 11 a _.a o �- A t r. a a a a a �a + 4 a a�I a a a a a a a vi111 1jt11a a a a a llllllll 1 U c ._�.�a L. L %ft a a' a a a a a a a + a i L� U a a a a jjljl dl ltll'1 1llli :;� a a a a a a a a a ljlt_j till* a a a a a >, a a o -_ "_ " 2 ACRES OR LESS -OFa RAI�lA�E AR �y:'' l 1111 j i l t a a a o ,o ° 2 3 CLEAN STONE �� m rD_.. ;z roe LEAN STONE �'` 7 • '�• 1 �i r �: a a >,I lII I 1 lit Itttl 1111 it llllll `�l I _ - i r. a a a a a a a a a / a' a a a a a v a a a a a a 4 s ar{ , ', ,, tits. 1111 Il 1 � I I I I l l till V I I I -- -- - =- r �- � �- a r 3' 2.1 �. . a a a a a a a a a a * �l '11111 1 ,, 2.1 FLOW z a a r 3 a a - - a a a a a a a a c v 4 -: - -� 6 �� .v FLOW ;, a a llllllll t lull ll - -. j t a a a a a a 3 ;;; ? . y a *11111 jlll a a a a a a 11111 t L� a -:,.., lltl tj till 1111 i a a a a a a a a a.ltllj till a a a a a a a a a lilt l�l a a r -$ If a s _a a a a a a a a a a a a a a - FILTER FABRIC llllll ll tltlltljll a a a a a a a alt I �'j llltj ll Z2 FILTER FABRIC a a ► a a a a a RIP RAP 11 1� )a a a a a a a a a a * a a a I o a a a a i a a a �t ll ll ltlll/iljjl �l ll}/ llllllll 11 a a a a a a- a a a a � �, a a a a a a a a a a. a a a a a_ (DOWNSTREAM VIEW) \ 2 -10 ACRES OF DRAINAGE AREA a a a a a a a a a a 1,111111 ' lllllllllll a a a a a a a a t1I j l� a a a a a a a 1lt ll l a a a a I mo_ cl (DOWNSTREAM VIEW) a a a a a a a a a a a a a a ;- a a a a a a a a a a a a a a ROCK CHECK DAM 11111 ill , lljt lllil dl l t1, ill l 1 tlljj l llttlll:jll t1, j ll a a �„ a a a a a a a ' }a a a a a a a a a a a I- a a a a a a a a a + 1 t j t ��c1j a a a a a a L, (NO SCALE) a a a a a 1 a a a •1111111L ttlll/11111Y a a a a a a a a a a 1ltj 1,.v I/+ a a a a a a a a a .�lillll��j' `os' + a a a a a I v cC-, 10 9 8 7 m I L 6 5 4 3 -, . � 1 u� W W t:� �--_. >_-t.:A 11600 r r -- .. J \0 00 \0 0 0 11 11 kn 00 00 V t--: t--z C5 M 000 M 0 rli • ■1 ■ �o ��gW ��WH kn (z) 2kn H V x V 9 14 W E 9) V A z 1M V) rA g O I ," to z�I W �yl fy W z w V c o 3 . ' N � ; J j.; Ln z°Oo ww °' �"° mm � A Pa \ A �, U 0 col c� zo (n �� o co ° � �� i U ;!�, r-, a a A� A A U A >- H A cn En 9 cr z O U) `\\`\\�� \1111 \\\\/// \\\, .\ N 1-1. bV `// P �N'••' �isTf,P 'Fey ' N0. • 8827 • = -p -... STATE OF :- �4 `\ `/// v/UIYAL - \\1 ��/ /111111111 \�� ALLAN H. WETHE P.E. 8827 III U V1 z 2 Q-4 o -0 U o x o -E �4 x W O z zH o° M O U 0 P Ln 4 w 0 It U Z 16� i:� � t- o W 00 N � > c o� d � = P* H 0 o., �: ^ a o SHEET NO. PROJECT NO. W04 -0826 4 3 ? 5 7 6 10 9 T-.4 `ko 00 U) 1 2" C TO C MAX. SPACIN HOOK GROOVED ON OUTLET iU COVER AND SEAL I BOLTS END TONGUE END ON C D IC� MANHOLE CASTING SCHEDULE END OF. LATERAL 11"[279mm INLET END B=(D-C) 3 . ".. . . . . . 8 4 SELF SEALING WATERTIGHT I" [25mm] HIGH LETTERS 5" [127mm] MANUFACTURER 00 00 qT R-1642-A R-1916-Fl NEENAH 30 0 MIN 3/4" [I 9mm3 r EAST JORDAN 1045 Z2 I 1045WT HIGH L=hS APPROX. C> U C_ S `�A" -CO < DIA. T (MIN) A= C= D= E K= R 1 M Cf) 00 E+2T A 12" 2" 5" 4'-3 61-2" 21-031 1. 3 1 0 1./8" 9 800 T in 2 1/4 7 4'-O" 6'-3 2'-6" 1.5 I Z_ I i i 1100 X 4'- 1 6' 1.8 15 1/2" 12" WATERTIGHT, DUM _E 18" 2 1/2" 11" -2'3 T-0" 1300 CASTING SHALL BE EITHER SELF-SEALING OR 6 0 LATERAL DR E 3 C I :> ___7r__f_3/4.j' 11" 3$-6)j 61-3" 3'-6" 2.1 16 1/81' 13" 1500 21 (SEE PLAN & PROFILE SHEETS FOR CASTING TYPE). LIDS GROOVE (OR TONGUE) T07 0-0" E _CN 2411 31' 2t-8)1 61-313 41-011 2,3 16 3/1 3" 14" 30 WN Go CONC. PIPE TOE ANCHOR BE THE SAME AS ON STANDARD 17 S PED "SANITARY SEWER" AND HAVE CLOSED -d- 6 27 3 1 - -333 P-63' 2.6 18 3/160' 14 1 /21' 2100 MAIN SEWER LINE N f - REINFORCED CONCRETE PIPE /433 ly-1 21-5" 61 1 cc I A -2" 1'- 1 0" 6'-3" -0" 2.9 18 1 Z2 15' 2400 PICKHOLES. FRAME SHALL BE SET ON DOUBLE ROW OF E 0 Ir 30" 3 1/2" 1 5' A E 7 11:1 9j) ASTM DESIGNATION C-76 CLASS "A" CONCREIE - 91 E E 33" 3 3/4 l'-3" 3'-6" 8'-3" 5'-6" 3.1 23 3ZAL- 17 1 /2" 41 QQ N L CID II KENT SEAL, (SEE MANHOLE CASTING SCHEDULE) U_� -_ - E A r- - 7 =:�-- 5 tb 1 4 1' -5" 1 3P-1 8'-3" 1 6'-0 13.4 24 /16"120" AZOO cli H TC rn a -d- Y LONGITUDINAL SECTION a: n: OW F FL 0 1 1 NOTE: METAL PIPE END SECTIONS E CONCRETE IN THESE END SECTIONS SHALL BE THE SAME GRADE AND STRENGTH AS SPECIFIED FOR REINFORCED FINISH GRADE F= E T N F! I) USED WITH CONCRETE u IIT- MAY BE CONCRETE PIPE, A.S.T.M. DESIGNATION C-76 CLASS 11 ( AS SET OUT IN INDOT STANDARD SPECIFICATIONS) SECTION A _E 00 6 PIPE PROVIDING THE METHOD DJUSTING RING -iu C14 E F-< Y A- -.;F CL OF CONNECTION IS APPROVED �4 A BE THE ENGINEER PRIOR TO REINFORCEMET IN THE "C" PORTION SHALL BE THE SAME AS SPECIFIED FOR REINFORCED CONCRETE, 24 S.T.M. DESIGNATION C-76 CLASS 11 FOR THE SIZE OF CONNECTING PIPE. T INSTALLATION OF PIPE. A PLAN VIEW C,4x DIA. (EXCEPT IN INDIANAPOLIS) REINFORCEMENT IN THE "B" PORTION SHALL HAVE A CROSS SECTIONAL AREA EQUAL TO THAT OF ONE LAYER D A. I TiON. OF STEEL IN THE "C" POR A. I 1/2"(38mm] 1/2" [1 3mm] Y_ INFISHIELD "UNIBAND" THE END OF THE PIPE CULVERT SHALL BE PLACED IN THE CONCRETE END SECTION SO THAT THE FLOW LINES [708mm] FRAME 3 1/4" [83mm] 6"" 7 0 INTERIOR JOINTS AND LIFT` HOLES ARE FLUSH. THE JOINT SHALL BE COMPLETELY FILLED WITH MORTAR. r >4 NOTES: -26 3/8" [670mm] FRAME P LAN VIEW 7" [178mm] SHALL BE SEALED WITH NON-SHRINK [660mm] GRATE J. IN 3:1 OR 4:1 FILL SLOPE, CHANGE TO THE SLOPE OF THE END SECTION IN A SMOOTH, PLEASING A' .7 ME AS FOR MAIN LINE SEWER. E TRANSITION APPROXIMATELY 10'-O" IN LENGTH. 1. PIPE BEDDING FOR LATERALS SHALL BE THE SA E 0 E 50 E `ILL L P INTERNAL DIAMETER OF THE PIPE SHALL CONFORM WITH THE VARIATIONS IN DIMENSIONS AS PROVIDED IN THE SET BARREL JOINTS ON DOUBLE ROW r E 4:7 F Z- 1 1/2"R. 1 1/2"R. VARIATIONS IN DIMENSIONS - THE THICKNESS OF THE CONCRETE, THE POSITION OF STEEL, AND THE 2. NORMAL GRADE FOR LATERALS SHALL BE 1/4" PER FOOT. SECTION Y-Y SPECIFICATIONS FOR REINFORCED CONCRETE CULVERT, STORM DRAIN, AND SEWER PIPE, A.S.T.M. DESIGNATION C- t 0 3. MINIMUM GRADE FOR LATERALS SHALL BE 1/8" PER FOOT. 00 A NOTE: ALL DIMENSIONS SHOWN ARE IN ENQJSH AND [METRIC] PECS COMPONENT. FRAME 3501-0192, GRATE 3501-0193 PIPE CONCRET ia� MANHOLE REINF. PER ASTM S MATERLAL- CAST GRAY IRON kSTM A-48, OLASS 35B CULVER A FINISH: NO PAINT T END WHERE VITRIFIED CLAY CULVERT OR CAST IRON CULVERT PIPE IS USED, A "PIPE END SECTION" COMPARABLE 4. ALL FITTINGS SHALL BE SDR 26. WOW: FRAME 2141, GRATE 1771 WAS 3501 TW TO THAT AS SHOWN FOR METAL OR CONCRETE SHALL BE FURNISHED AND SHALL BE AS APPROVED BY THE ENGINEER. PIPE DIA. PER PLAN & PROFILE 27 1/4" [692mm] EXCEPT IN AREAS OF ACID OR MINE WATER THEN THE USE OF METAL END SECTION IS PROHIBITED. DR. IMAG SCALE TITLE R-3501 -L2 I5. DEPTH AT PROPERTY LINE TO BE APPROX. 5 FEE7 BELOW ESTABLISHED 36" 0 [914mm3 CH. MLLNWGT� END SECTIONS WILL BE PAID FOR AT THE CONTRACT UNIT PRICE EACH FOR "PIPE END SECTION COMPLETE 0� ROLL FRAME AND "L2" GRATE COMPUTED LENGTH RIP-RAP T BENCHWALL SHALL BE CLASS "B" CONC. MAIN LINE GRADE FIXES SHALLOWER DEPTH OR APP. DW ChV_ OF CULVERT ON SIDE SLOPE WHEN NEENAH 3�V I END SECTION _I FOUNDRY COMPANY NF- 35 PAY LENGTH CALL WHERE BASEMENTS DICTATE A GREATER DEPTH. CAD DWG. REF: 3501494-.DWG- DATE 04-24-2003 MeNm WOCOKM 54" OF CULVERT LEN CONCRETE PIPE TOE ANCHORS SHALL BE REQUIRED ON ALL CONCRETE PIPE END SECTIONS. THE COST BENCHWALL HEIGHT SHALL BE 807o OF PIPE DIA. 0 __ T) SLOPE DETAIL THEREOF SHALL BE INCLUDED III THE CONTRACT UNIT PRICE PER EACH FOR "PIPE END SECTION." 6. MARK END OF LATERAL AT PROPERTY LINE WITH A METAL FENCE POST. CASTI N G N OTE: .. 4 -1_2 (OR EQUIVALENT) 1 ALL AT THE LOW POINT INLETS AND THE NEENAH PRECAST CONCRETE END SECTION DETAIL IMANHOLE-TO-PIPE CONNECTION BOOTS SHALL U -TR/TL (OR EQUIVALENT) AT THE FLOW 3501 BE A-LOCK, DURA SEAL, OR QUAL Z (NO SCALE) THRU INLETS 6" MIN. COMPACTED #8 STONE LATERAL DETAIL-, Z (NOT TO SCALE) 1.5-H.A.C. #1 1 SURFACE ------ 1 3/16 4 pp_ H.A.C. #5D BASE iI.D. 0 SANITARY MANHOLE TYP E "Alf CPO 69, 9"-#53 STONE BASE NOT TO SCALE 7�p -- 1 7 ... ....................... . . ...... . ..... ..... . ... ........ . . ... ...... .. ..... ... .. ... . ... . ...... . II... . ...... .............. ....................... ........ . ... ICOMPACTED GRANULA IF I 11 A lif I 1, E IT 0, 1l: A %list I ILn I0 0 Z 0 il-4 IWit WEST ROAn M IU Z �,4 0 U IIRIGHT-OF-WAY CD U ;t i: IIIIIIIt 1.4 LT' . ..... 4. .... . ....... ................... i T PAVEMENT SECTION I11 T III! i r*lrj N 1: Q ri IIF I'll P! i; 1'� T I k- . i T E L r R1 IIIII(NO SCALE) IIlI+ I"17 IIIIIII.. .... ... .. I4 IIIItIIItt T ji+ 1. L I..... . ........ ... . ..... ---- - - IH.A.C. #1 1 SURFACE iT IT P Oi �7 ML -fiT 11 t II I3 -In fti" II5"-H.A.C. #5D BASE .......... .......... ............ fit .jf 'i P'jq A Ir 7.0, i.' T Ir BF i k'J'I I.+! +j...L"I T I CA .. ............... Ir:T .. ......... . IIII44 IAT iIII............... .5 F tj rllk Z, IIIlT I., Ff K 7"-#53 STONE BASE Q) "ATE FQL;�j FACC$ IE L T, C', El III 1711&I T 1-LiLi LT IC' 7 FA IJ T iL L L 'IfiL -16T 14ifillill'II110 I�U EN L IT 4 --UK . I F-1.1 - r 'Or�j RC, t! I'W 'TO Ij"r -E h:LL i- 5T M? !lli-ll K P. ILIN C T 11 RZ, 4 U RIE 'T Cr4,W P F �j T T L ULT.. t 0 U If L It LI TN' i U E I.................. . ..... _ �L' I.1-L - - - I r a . c it 6X 0 ............... . . .... �i 6! t. dt. M IIII IkL`: :1 r 1:1 L _111 1,11, 1: rjr1I fl, lrtp THE II... . . ............... II4. IT T LOCAL STT3117ET f\_!L_� OF CARME LL ANDARDS C3T OF CARME-11 III'�AR -S; T A 0 A191:0, 0:' CAIRIMEL TAND-.AR-DS C-TT 0 r F.L. F%' D N I I.. ... . ........ ..... D IIC I4 r IER (,'nVE ITT) f"I I T CUT E I Z E H GUM� IPAVEMENT SECTION tI Lkj-4, rl r. I........... . . ................... . ...... Z p. .................. .............. . ...... �T 0 E T ............... ....... .... 14 NL' . Awl . 11 .......... .1 L.L .;, !i . ____ . < TF T� ..... . ..... . . L 10 (NO SCALE) II. . ..... .. ... ............ . ............... .... ......................... .. . .......... . .. - - - III...... . .............. ... XT D . ........ I-H.A.C. #11 SURFACE L . . .. ............... E . ... ... ... .. . ........... ............ ..... ..... .. . .. f..... ..... IF .......... II2-"-H.A.C. #8 BINDER T IH Of ItI_T_ L .... .. ........ I.................. ....................... .................... .. ...... ......... . --------- -- IG I. ....... . .. I:S UIR TY E Y T F T f Finish grade at intersection with 5--#53 STONE BASE storm sewer el.=897 IIN 0 D IZ III7 CA' 10 I;,.:r F T I L 8827 I000, IIISTATE OF I;h 44 Ei' Ll t ITH E 0 n H E. i3 HALL. E -H poured ;oncrete wall . ..................... .... . ..... .......... . ... Poured in place or precast concrete lint I -10 ..... .......... . I.............. ... . ... . .... t 4,4 . ..... . I:4 ff;" L 7 ............... ...... L Q MPACTED GRANU ITTH P L04 1#7 -NDIAO ... . ...... ... ........... IIfj 0 iIIGra ........... C r; ED N ATTH Iri pe around storm sewer pipe min. 1' foot from edge of storm sewer trench. r ........... .......... .. ;�AC'E 01 �j L 'M nular fill and bedding oncrete footing. Stop pour at h 0 T TO Fx'(, Poured in place c /ONAIL ............ . .. 4 1"'i ASPHALT PATH ........... ............ IIF.�; T Ill; C Ill' if I ;IF ;i Tr-%,�:... Invert 12" RCP at intersection T V S U tt: ....... ... ................... ................ .......... . ...... 'Pz TO *tilt Iof wall footing el.=892.20 * �; 1! 0I. . . ......... PAVEMENT SECTION TliLAL III........ ....... I. . . ...... . ....... . ....... . ................ I......... . ALLAN H. WEIHE P.E. 8827 (NO SCALE) .... .. .. ... WALL STORM CROSSING DETAIL I. . .. ..... IIIllj 4:,V:X hi (NO SCALE) 7 L I):? if fli L U IT' ':I ItO4 III4 ..... . .... ... .. ..... .... . .. . .............. I50' RIGHT-OF-WAY % TL ............... jij 1 L L 10' (12' CUL-DE-SAC) 30' (26' CUL-DE-SAC) 10, (12' CUL-DE-SAC) ............. A' tri N t 1+4 tt E IAr I................. r `4 ... ........ . . I. . .. . ........ ........... I3' 1 5' 15- (13' CUL-DE-SAC) 15- (1 3' 'UL-DE-SAC) Mi LI T ....... .. II5 I5' ................. EZ* LOCATION OF SLOP� 1'(min) 1'(min) 2' I. . ........ .. . ..... . .... 11 r r I r7 ti IT K . K NrT U E'Zi U T 0 Ito 0 (VARIES) (VAR I ES) LEV EL LINE VIA Llza� CR )WN 1 /4"/FT. Iva T3 L. . ...... < IIIl1/2" 1 "-1.5" O(ERLAY EX. PVMT. CONC. WALK I OLL CURB R F 04 Q T I DAR1, SLO. E d -2' MIN. MIN. 2' MIN. iL A A 1 D A,: PEE r: r C!.: i_-�MIN 6" SUBSURFACE MIN 6" SUBSURFACE DRAIN H.A.0 #1 1 SURFACE IN C CTAI �-2' MIN. COAT EDGE If tA -i -GREGATE DRAIN IN TRENCH "--MIN 6" SUBSURFACE IN TRENCH W/ A MIN. RIGID PAVEMENT ASPHALT (SEE 2" H.A.C. #8 BINDER SHOULDER TO B 6" PLAIN CONCRETE P DRAJN IN TRENCH RIGHT-OF-WAY PAVEMENT SECTION) 3 H.A.C. #5D BASE 7" COMP. AGG. Ili. N III Ip ri n: k M T W: F11411 T t CITY OF CARMEL STANDARD BACKFILL NOTES: NOTE: PIPE UNDERDRAIN TO CONFORM TO REQUIREMENTS OF SIDEWALK NOTES: WEST ROADIMPROVEMENT SECTION Pil. T rr SECTION 906.17 OF STANDARD SPECIFICATIONS. i.............. ......... ......... ..... .... .... .............. 11 A . i I L11 f . ....... ... . . . . . . .............. ... 1.) SIDEWALK BUILT WITH DRIVEWAY SHALL BE MINIMUM THICKNESS (NO SCALE) I. ......... I II*ALL PAVING IS TO BE COMPLETED IN ONE PAVING SEASON ............. ...... ......... ........................................ ............. ......... ... EVER IS GREATER. . . .... OF 6" OR THICKNESS OF DRIVEWAY, WHICH A !-4 Ei A I Ce IIIaunching, Initial Backfill I. . .... �: .......... Bedding, H It.... . II2.) TRANSVERSE JOINTS SHALL ckfill for all RCP installations shall be B-Borrow for Structure Backfill TYPICAL SECTION-LOCAL STREET M 4;�H Bedding, hounching and initial ba ................ ........... OF 1/4 OF THE WALK THICKNESS. meeting the material requirements of the INDOT. Bedding shall be placed in the trench bottom such (NO SCALE) that after the pipe is installed to grade and line, there remains a 4-inch minimum depth of material 4 3.) THE SPACING OF THE TRANSVERSE JOINTS IN SIDEWALK NOT TO below the pipe barrel and a minimum of 3-inches below the bell. For pipe sizes 66-inches and larger, IIIEXCEED 1.25 TIMES THE WIDT IIH OF THE SIDEWALK. 11 % r f-'. the minimum depth of material below the pipe barrel shall be 6-inches. Bedding, hounching and initial -inch maximum lifts to not less than 95% Standard Proctor Density for !L t backfill shall be compacted in 6 A I Ili IT C, I C IT on both sides of the II placed. The backfill shall be brought up evenly Ithe entire depth of the miateria -&OVE5 -15118 PIPE SIZEI 8' e limit of BEDDING BELOWI O.D-/4 pipe for the full length of the pipe. Haunching shall extend to the spriingline of the pipe. Th ItI*CASTINGS SHALL CONFORM tI41 PE BARRELIMIN.z IPI O.D_/4 initial backfill shall be 6-inches above the spriingline. Minimum trench width shall be the outside diameter of the pipe plus 18-inches. TO SECT10N 909.05 CITY OF MIN WIDTH= ICARMEL STANDARDS. INEENAH R-4,342 OR EQUAL 1 .25(O.D.)+12- IFinal Backfill 0 ............ SEE OTY OF C."EL SLOpE U ISTANIDAIRD BXKFU NOTES and within 5-feet of pavement shall be B-Borrow for 1/4 1 FT TC. ELEVATION Final backfill for all RCIP installations under 0 II ial requirements of the I,NDOT and shall be compacted in 6-inch NEENAH R J50 1 -N T C. ELEV [I IEEE IV T I 111 -1 F" IT Il0. IIStructure Backfill meeting the materi Eli um lifts to not less than 95% Standard Proctor Density for the entire depth of the material L i ------- �4 1.1 11, jv 1i 1:� R !' T H maxim II4 f:� 4 f4 L 4i 6 placed. The backfill for the top 6-in ches of the excavation below the start of the aggregate subbase of fV7VV W IIIshall be I7 7 V 7 T L F. the pavement shall be No. 53 Stone meeting the material requirements of the INDOT and 17 17 N 17 IMONOLITHIC OR FI17 17 17 17 I. ....... . .. . ............. IU .......... *__..r___1.__..__._ ISEE CfTY OF '7 N 17 TU NOTES .................. . . CM161111- compacted to not less than 95% Standard Proctor Density. PRECAST CONCRETE T IswoI111111"I'l, I7 T L; STAND�RD BAD T 4 Final Backfill for all RCP installations greater than 5-feet of pavement shall be clean fill material free CONC. WALLS- ICONSTRUCTION Ira t . ... . . . ........ . ...... ..... ........ ... Z '.T- BLOCK OR 00 . .... . .... of rocks larger than 6-inches in diameter, frozen lumps of soil, wood or other ext neous, mate a, z; .1 T D 1 A ............ . ... . . ............. ... ........ . . .......... IY T..... IICONC. WALLS____�, 90* r .... . . . ........ . /2 O.D� acted in 12-inch maximum lifts to not less than 90% Standard Proctor Density for the entire IIIIA comp I44 I:. 17 `7 ....... ..... r I 0 1: :L 1 I5"MIN depth of the excavation C 24 Dio. T U Z"Tr - - - 'MIN . ....... . ...... . ........ . ... II7 7 7 0-OW BELL) A 24" Dial E-41 . . .... (BE1..OW BARREI-) ................. ................. 11 WATER AND SEWER UNDER CITY STREETS ....... . .. ........ . ..... .................. . .. fI#8 CRUSHED STONE OR .. . ........ M13 I0 j 11] iui il!� tttt L I4 J14 I#,8 FRACTURED FACE AGG. (typ .. . .............. f lHOLE ENCAVATM Bedding, Haunching, Initial Backfill ................... . .. . BEDDING SEC770H DETAIL Bedding, hounching, initial backfill materials, placement and compaction for water mains, water service -E I �!_j E PVC HDIPE PIPE (NO SCALE) laterals, sanitary main a ce laterals shall be in accordance with the standard practice Ei: E Ij 2 E!Ci I T 1 'I X, VAR, PIPE IZE VAR PIPE SIZE 3: If N IIi!4 441 of the utility that has jurisdiction over the installation. 18" MAX. 1 8 MAX. %L ir 11 IL VAR. PIPE SIZE I I0 LLJ 18" MAX. IIEAK ... ... .... ISAW CUT FOR CLEAN BIR 0 Icl_� 11*.:i_2 i ;4. L N CJ PAVEMENT Final Backfill IL Y SA YS t f HOLEY MOL E I1 5* H.A.C. SURFACE T! Cj 11111 U I L Lit ; c 1 EXISTING EXISTING co L. and within 5 F %I 4!N F: L F E IIPIPE MESH W. W. F D I G SAFELY" PAVEMENT Final backfill for water mains, water service laterals, sanitary mains and sanitary service laterals under Ifeet of pavement shall be B-Borrow for Structure Backfill meeting the material I A L 1 requirements of the INDOT and shall be compacted in 6-inch maximum lifts to not less than 95% 4'- 0 SO. CONC. BASE <1 1) UNE 0. 1 16 J' SO. CONC. BASE 0 4 .......... F�- IT 0 BY I '3T!.-'- LIU Standard Proctor Density for the entire depth of the materifial placed. The backfill for the top 6-inches :1 Ir.-T 71 v No. 53 Stone L�74E D. I Al 5 /PE MESH J 0_ .4 F of the excavation below the start of the aggregate subbase, of the pa ement sha be I-T'S -TH- LAW' . . . . .... .... .... . . ......... 0 0>� U o C 0 DIT 12" THICK PLAIN CON CALL 2 WORKING DA YS BEFORE YOU DIG F iE IJ r " I :1 ti III!; I NOTES: meeting the material requirements of the INDOT and shall be compacted to not less than 95% Standard RETE-// IS TO BE SLOPED AT THE SAME TO BE FINISHED 1.5" BELOW 1. NEW SURFACE Proctor Density. If the standard practice of the utility that Ihas urisdiction over the installation has a CH GRATE INLET SHEET NO. TING SURFACE. IE 1: T 1:1 i I: RATE AS THE EXIS ENT 1 THE EXISTING PAVEM cu-n-0 -INLET I -800-J82-5544 Li -0. 2. EXISTING PAVEMENT IS TO BE SAW CUT FOR A more stringent final backfill requirement, the more stringent requirement shall govern. T (NO SCALE) IA CLEAN BREAK. X/ M IN. CALL TOLL FREE FLOWABLE FILL TO BE PLACED X BOTH 3. TRENCH SPOIL IS TO BE REMOVED FROM SITE. ................................ .. ......... . . ............... IENTIRE TRENCH TO BOTTOM (NO SCALE) 00 Ln ................................... . ... ...... .. ..... SIDES OF 4. 1.5" H.A.C. #1 1 SURFACE. PER INDIANA STATE LAW IC 8-1-26. . .......... 0 OF CONCRETE D-EVATION TRENCH F OF: F I C, E >/ INIMUM COVER FOR PIPE CROSSINGS OF CITY STREETS �E IM T 0 1 I A IM I L 5. BITUMINOUS TACK APPUED AS PER INUANA DEPT. IT IS AGAINST THE LAW TO EXCAVATE OF HIGHWAYS STANDARD SPECIFICATION 409 & 902. WITHOUT NOTIFYING THE UNDERGROUND k.:'! �7�i7 4' WILL B E ACCESSABLE WITH STEPS 6. AL LANE MARKINGS, STRIPING, STOP BARS, ETC. . .... ... INOTE: ANY STORM INLETS THAT ARE DEEPER THAN T CO Q) For installation of Storm Mains, Water Mains, Sanitary Mains, Water Service Laterals, Sanitary Sewer All D A D: F' L. �0, I0 0 -0 . ..... DISTURBED OR REMOV111 DURING EXCAVATION LOCATION SERVICE TWO 2) WORKING ACTIVITIES, SHALL BE RETURNED TO THOR ORIGINAL LO streets, regardless of the jurisdiction of the utility, the minimunn cover from the top IROAD CUT PATCH DMIL terols under City PROJECTNO. r E DAYS BEFORE COMMENCING WORK. ........ ......... _ _ ent section practice of the . ...... 4; I CONDITION. ...... ... of the installed pavement to the top of the installed pipe shall be the pavem IJ. 7 14- ii (NO SCALE) 7. PLAIN CONCRETE IS TO FINISHED 1.5" BELOW THE 0 EXISTING PAVEMENT. utility that has jurisdiction over the installation has a more stringent cover requirement, the more W04-0826 8. CUT SHALL BE STEEL PLATED DURING CONCRErE stringent requirement shall govern. A rAST 1, N rWD ...... UM DR S c)�: 2 �0- (cd-L-' X< M r4 0 LJ CURE TIME AND UNTIL ASPHALT IS APPUED 0 L,-J >_ f- 0 - - - 4 3 2 0 < --j 6 i i:::) a_ 7 10 9 8 Cn Q) W u xm QO Co It � '� � LLJ - � - / � � �� C. � � �� = � � �� ' � ' - --'� u u _10 - I . 8. 3 ./ �.., S. - / , , . � : .. I... 1. 1. I - � X . X .. - - I- - - .. .. I/-/- ___� 1 1 L) Ji .. .1. .. 36 �. I_ - - ' ' I : CITY OF CARMEL UTILITY 1 65 � :. -,Z) . �!! � c::i I . .1 � Ili . I U W I 1, I.. - .1 . . - - - 15' D.&U.E CITY OF CARMEL UTILITY %6 cli (� `41 V_ ) I � . .1 .1 I i 6,r il 3 0, i,.g gro # aw Aet ;`:'I , r i, ,,, ,� Z I INV=895.88 : i I ____� 3.5 Z I _. in Z I -I- ��m�/�mnm��mm��Um�� 1)��n�o��mh�mr��«m ��uab� and the American �o�r �o�n Association, and in ' �� ' oUo�od. I 1W ) 2.01% . :� _____ 3 � occondonoo *�h oU o��kmNn ��omL n�t ' ond �oo/ 2) 0n� Ty�r vokm boxo om oUo*od. : Iq �;, 0 u d |o�o ii , [,_7i� -, .-- � � -`*�y CA 44 � codes on regulations. J) Dun�� imn pipo in |on��a of 2O f�� only e.. ,_:--�fir W.vwirl Pu"�i , ` _ . ", �. __ ---__ I . !-10 . �__ L, |ongth nUowod. Fu��onnonm 4) Pon-onpn or the oqu�o|ont o� mquh�d nn oU _7____1 :1 4��nHOLf I Q) *�er valve installations. A.S: Ag. � , R 64 . <D" ,;� 1 �6 r > I I . I I . 1) �n domog* dnno to the City of Conno| Utility's system 5) Tmusr *�� muut bo in��Uod ��h oU *�er moin ' |o� �n Comno| 18000 SF �, nj 1. I I- - -,y -1 -<-- TC=909.00 I 1. by the contractor of his affiliates ahoU immod�t � b» 8) ��ming to- mu� bn in�o|�� 12^ to 18^ ob�e mpo/nod' to tho xot��ution nnd dimc�on of tho CU� of t'o *otor mor' ,� I C� 0�, i I - . I � ,. -1 L -0, � Conne| U�|d� t� tho contractor ot hia own expense. N�� ii 2) Shou[d thn onntmdor pmpnon to dnpn� fmm thn 1) PVC pipe (0' in length) to be used to mark *�ar * � /ouuo apoo�ioot�ono contained herein, he ahoU submit oomp|oo oa'�«« stub. all ;� � CA t�09 J�',5 - \� and/or apec�ico�ono of ouoh'o|tomnUvoo tn the C�� nf 2) N| bnota�o|og/co/ lob oor�oeu to be billed to l �� Comn/ Uti|i� b�� pmcooding. dev«|»P»�o ««»tmdoc ii r1t �� 3) No work nhoU be po��nnod under conditions which in ' the o�n�n of tho Cdy of Cormo| UU|�oo �ou|d odvene� i: r"'.1'k,.T. 2'a" . iF-, 'up -, �"__ 0 � C� Z �� . 17 1� I ,_ \ I 1 63 1 1 1 � . 62 ' 68.88' 1��' 110.00' 44.49' �,o \ TC=908.30 , n�ont the quo/d� of �e finished job. 4) Tho oontmd»r ahoU oondu� hio �ork oo oo not to 1) Tho contmotor uhoU no�oot oU opp/iooh|o u�/�ey i�a��m *�h the present operation of the Cd� of Conno| and vo�� and and oU ��o onaooio�d with the W- . TC=906.00 .. ., �� r F - - - -- - - I I ,,-� 908.9 ME UU|ay'o w�an�onho� no*or ny��m. |f any work in�o||o�on o� o|| uti|�oo. 1 1. � BEEHIVE INLET :: .. � ; I . 907.6 J/1 into�omnoo in encountered between the City of Conno� 2) Provide thrust blocks for o|| water line bends and Z �u�/ � 'uoov Uti|ity and the contractor, the C�� of Conno| Utility *U| toon. ino|uding tob ronnooUon. .4 `,� , | mooivo phn�� in nxh*du|ing. 3\ Cuntmotor oho|| 000�inoto *ith *otor oompuny for - . . 1. I "___1 . . 20103 SF I . R: > r- 01 F4 [ ..... domooUo ond rim vo�ioo. Connoot to bui/ding domonUo SOLID INLET I � . � . � 21 co . ond fim Uno. Coo�inoto with p|umbing dm*�ngo. ./ TC=905.50 . a �0 C�- . : .- ��! v- , . \ -� -,2 I . . cc 1�7-\ 4\ Coordinate location of o|octhon| and telephone |inoo W : 0) er- C) � I � 11 1-i C�Ln i.0 � A TWIN CURB INLET BEEHIVE IN U-) 9 +�� with |ono/ uti|��eo. �~� 5 Coord�noto /onot�on ond oizo of goo aom�oo :1. V ck�,�ti � -J S f� .. 2 - oonnoction ond inoto||uUon of oomioo |ine ond metor 1\ Contractors ohu|| ou|| City of Carmel Utility for on with goo company. on-a/te pna-cnnatnuction mooting bofom *nrk bog�nx� 5) Coo�inoto |000tiono and connections of building � . �� Contractor mush have approved plans on-site and o|| storm lines with mechanical/plumbing drawings. kn _ mntorio|u to bo used must be approved by n City of 7) Voh� existing invert and location of aon��o� oowoc �� || Cormo| Uti|ity inopootnc �uot invo�o on required. Dooumont any changes. C 11 INV=899.40 U! r^� � 2) Contractor will o||o* inspection by City of Carmel Utility 8) Maintain 10' horizontal and 18^ vertical deomnoo 21862 SF .`, � inspectors during the construction of the water main between storm/sanitary oo*or systems and . _ �:jj,rr,T!r1:g!V �!, / | �;� , L ., � . . I / - - - - - - - - � - � A L & INV=896.85 . . � / o��nnion and *iU hnnor tho City of Conno| U�|d�'o request domoa��im line oomiuo. �� for fio|d changes in main extensions m|otod to location, 0) Follow oU |000| and �oto codes in r�*mnoo to ,� ' � workmanship and m�aho|o oo they m|oto to City of domooUu�im line installation and storm no*on�on�o� 1. !I i'�'*-Jil''Vi" L! . cTANID-11RD EDFIAII S t .--; . �_ a�: in PC 25+12. � ' ' 1. 1. / ' � Conne| UtJd� atondordn ond nppc�cotiona. no�er �notoUotion. I " ir - .1 . . / �110 L /V / / ! 3) The contractor will have �obor main extensions pressure 10) Coordinate location of required conduits for light ; ��-�------ / tested per City of Conno| Utility opooi�oo�ono and pn|oa. telephone oemioo and irrigation oy��m. L . .: I _ !� 14 � I ` / / ' *�nn000d by Cdy of Conne| Uti|�y^o inopocto� 11) Coordinate ob|Uy conduits with nor�oo providers. 11 � `o // �� / ��' mvour~yo,�*o 4) Tho contractor will conduct the disinfection of water 12) Son�o� ao*or |otem|a, water aoniva. & I � L '. 1, / / / ��K� s ' ^ ` ~~~_^ | main ox�nn�n' with direct supervision by o City of Carmel o|oxbiu�|�e|ophone conduits nhnU be granular booN5U ==i--- | l U � N / � � �� y/� / ^� ^� // '' ` /� ��77� ��c� /�� N / r, / Utility opnmtoc for b U| K| | 11 / � �On��t�w��o��onpoom��0y� 1�T�mom�bonon��u�m�m|� - � `�u��*� Carmel U0uv� laboratory te�ng. and two (2) no� of p|oo�d within the pavement, curbs or a��wo/ka. 00 , / `' -built plans have ��n turned in the City of Comno| Lr, � / ViZ | / ' U�� *iU �� water be turned on �� C�' of Carmel _ � /� // ��` --' /' _�' ``` UU/�� 11 Buckeye Pipeline Marker , Ea I L' I � - �� / .. _k_ � ! N�| N mM| m 1, ". - I fA .I- / & 0� X ,,, t, ,�, CA' �� ... . . -//--- - I I - - � *17�1 _�, \ --- ._ - - - 1. . i ... ..." I . - _U 1� � � Z in / 11550 � F. 909.5 ME .. � i - i 7 ` ;; , -*--- ___�;� P f . 4 -_~ �� ~� l / '^-�^~~ ' �_u�.�� Cn � ~~�____- �� ~� \ m�u�,^ �~ / Zii ~ `` ` �8 ' � ��u�__ | '' ^� > �^ `�\�� ` //-- ---' \---' ---- ---' ---- -'-- / � | � �6 I � �« / � �mcx�� , ^�^. |�n \ L�� m�u�' 0 \J � o�� | U / U� �� 1� � le -- __ 11 . Oil 'Ili . 113r- per smt.. ook 4.1739. Q�c e / \ I A- JL:::,�;! I .. 1. .. I I \\\ 0A ri - IV ",// .. r� P \ � \ 1, . I � , -6, - \ // 11 .1 , Cb 'O 12 / \1 ^r 1. - �� '// _-' �� 11 . I I \ . __, .� _ ,. I / � _--_' � �~ _ // �`_ � cx«a.�� ~ / ' 1. 1. � / � ; �� // / � � � � '.-�~�= / | �� // K� | .:909.0 ME 8 � '' / ' � / �^=°�m r° \X � ~�� N`~�/ "/ \ ^`'� _�"Y _�.212J� ��F »� \<.�\ � � »�xX�' ^p .��~ �� // `�.~//�- ,��,.��' '��,��`"� y� ,' m1 \ \ � CURB INLET J _ / �� ^~~ �� vmp ^� U» __ __ N ''''- N -IQ � ��°`��=-=°'w J `� �= '�u~� c��' �� 6� E��- | '� �/="��-�==� 16 . ,� ` ��°m^��*�' `�'� *�°' { '' �~ *� �� ^� �� :� =� � �� =� ��° � n=�� o�m� �� ``� ��=° �" �=�"' ^"��" r� m=w �� /�� =,, �,�~ �� =� ��*� ~�= .1 I �~s��o ' � ��_ °�^�^�v�=��= ` � ��om�, ��=��°a~==^`�^�4^��`'� U � ��' \ === �°�� = m,��/p�= � -- �� -�� / � °/'°�"��~�'��=~�°��°�~�� .11 =�� / --_~ o'�� . � " =_ / � °��+ . _� � ` � ` ,. ��- --- -~ -�'~~~~~" o1Tr or o�nw�� Fx�� YQ��mr SCALE: 1 " I i!_ - \ � �_ __ �___ - I - - - "IN : I , I L : z:: I I Irol , \ UV , -- ?��_� I I 00 . . , 1. -1.7--ld " - L'.� 1--Frii1e, 11, Q) ALLAN H. WE]HE P.E. 8827 I D JO 60 12O `~ WATER AND SEWER UNDER CITY STREETS Cp- l. � (.0 � \ Hn ^ ~� Initial Bockfill . ^ Bedding, . 1, 1, - - i_66.8� - I r -1 I I , paction for water mains, water service laterals, oon�o� mo�o v� ".m uum m�r m mmx ma m u�oo�omm *�h �� e�ndond 00 " pmo�a of �� u�� d��n �� ' �� ono| 800NiU 1. u �»� b��U h�*o�r mo�o water omv�o �em� mai _ and nonUo m�o �t�o| �� and within 5-�o of sanitary pavement ins 11 ^� nhoU be B-Bnnn� for Structure BocN�| meeting the ho| T��T� mqu/em*»m � me |wuor and ohoU be compacted in 6-inch � maximum (�� to not |oox than 85� Standard Proctor Dono�' for the �� ~ sx/sT. nns n,o�mvr ortim d»Pth »f tho motorio| �000d. Tho boc�i|| for the top 6-inches � = EXIST. ��ER METER of th* oxonvot�»» b«|»* the ato� of the aggregate aubhono of the = ~ cx/sr ��n vxu/� pavement shall be No. 53 Stone meeting the motohn| requirements of �� ~ sx/sT� ��no sP/�oT t»* |wDOT and shall be compacted to not |oa, than 85� Standard � ~ sx/sT� wow/Ton *�� Proctor Dn»oi�' If the standard practice of the utility that has � ~ sx/sT. �a w��n jur/adi«t�»» »««' the inoto||otion has o �om othngont final boo�i|| ww ~ cx/sT� GAS VALVE mq«immpnt. the more stringent requirement shall govern. o ~ EXIST. �onw /w�T � I I / " I `--I .. 1.1i � ~ cx/sr ��or /o w��n ` , w|N|�UW COVER FOR P/PE CROSS|NO8 OF C|TY STREB3 a ~ EXIST. POWER POLE � ~ �x|sT� Pow�n po�� /u��T Pipeline - Marker( F»r i»»toUoti«» »f S�orm �o�no. Water Wuinn. 3on�o� �oina. Water 11 en mu ~ ��/sr pows� pn�� /��msponw�n S«r�«« Lot«m|o. Sonho� Sewer Lobpm|, under City ot��m' �go�|ona �4 ,e� )� ~ sx/sr uonT Po�� »f the iuD»» of the uU�» the minimum cover from the top of 0 '�-� ~ ��/sc ou, mxc*on the i»�oU«d P«»*mont to tho top of tho inatoUod p�po nhoU bo tho oo ~ sx/sc TELEPHONE p�os�� pavement aeo�»» pm«Uoo of the utility that has jurisdiction over the I 0 �� - c�r in�oxo�»» has o more stringent cover requirement, the �o� o ~ cx/sr ��w�o/� stringent requirement nhoU govern. P4 0 �= == == == == ~ sx/sc SANITARY SEWER LINE == == == == == ~ sx/sT� �nnw sew�n uwc ~v�=� 1. ----'------- ~ RIGHT-OF-WAY LINE ' HOLEY ��OL£'Y SA YS ----- ' ' ' ---- ~ swwLE ~ PROPOSED SANITARY SEWER uwc L_ - - - - - IN OU.. '--905.72 � ~ Pnopo��o �oxw s�� umc �- |v�� «��LV [_�� YV|i_L �� " 20' D.&V.L 1 91 1.3 ME " I T'S THE LAW" > �� .< L) ~ pnopos�o �w*o�� |V|| | | ��[l []�\]�l� �f ��/\\/� K�� J | o� � ~ Pnoposso nns �,on�wT �_----_ x . o ��v~~^ ' ' FREE '~��t�°- \��xmu�w* �/m� m� /c o-1-2a. 1. _ " -a � _ ° C K�\��,/ /s �A/wsr THE �W To EXcmwr __�_��_�� _�_� �_� . ��t� ��" WITHOUT NOTIFYING THE UNDERGROUND ~',' ��x�� mc/Tmw SERVICE TWO C� WORKING 1. ~--~'�^�c��. �� DAYS eBDnE COMMENCING WORK. 11 | ' �,' "` �" ^=` ��' ' ''�' ""' '��"�"»' /�( -� -- I --'- \ / �- -' South . 40 _ ,'_Line 5 4 3 � I 0 �� .. ��'-`�o^.0 � �� ! N�| N mM| m 1, ". - I fA .I- / & 0� X ,,, t, ,�, CA' �� ... . . -//--- - I I - - � *17�1 _�, \ --- ._ - - - 1. . i ... ..." I . - _U 1� � � Z in / 11550 � F. 909.5 ME .. � i - i 7 ` ;; , -*--- ___�;� P f . 4 -_~ �� ~� l / '^-�^~~ ' �_u�.�� Cn � ~~�____- �� ~� \ m�u�,^ �~ / Zii ~ `` ` �8 ' � ��u�__ | '' ^� > �^ `�\�� ` //-- ---' \---' ---- ---' ---- -'-- / � | � �6 I � �« / � �mcx�� , ^�^. |�n \ L�� m�u�' 0 \J � o�� | U / U� �� 1� � le -- __ 11 . Oil 'Ili . 113r- per smt.. ook 4.1739. Q�c e / \ I A- JL:::,�;! I .. 1. .. I I \\\ 0A ri - IV ",// .. r� P \ � \ 1, . I � , -6, - \ // 11 .1 , Cb 'O 12 / \1 ^r 1. - �� '// _-' �� 11 . I I \ . __, .� _ ,. I / � _--_' � �~ _ // �`_ � cx«a.�� ~ / ' 1. 1. � / � ; �� // / � � � � '.-�~�= / | �� // K� | .:909.0 ME 8 � '' / ' � / �^=°�m r° \X � ~�� N`~�/ "/ \ ^`'� _�"Y _�.212J� ��F »� \<.�\ � � »�xX�' ^p .��~ �� // `�.~//�- ,��,.��' '��,��`"� y� ,' m1 \ \ � CURB INLET J _ / �� ^~~ �� vmp ^� U» __ __ N ''''- N -IQ � ��°`��=-=°'w J `� �= '�u~� c��' �� 6� E��- | '� �/="��-�==� 16 . ,� ` ��°m^��*�' `�'� *�°' { '' �~ *� �� ^� �� :� =� � �� =� ��° � n=�� o�m� �� ``� ��=° �" �=�"' ^"��" r� m=w �� /�� =,, �,�~ �� =� ��*� ~�= .1 I �~s��o ' � ��_ °�^�^�v�=��= ` � ��om�, ��=��°a~==^`�^�4^��`'� U � ��' \ === �°�� = m,��/p�= � -- �� -�� / � °/'°�"��~�'��=~�°��°�~�� .11 =�� / --_~ o'�� . � " =_ / � °��+ . _� � ` � ` ,. ��- --- -~ -�'~~~~~" o1Tr or o�nw�� Fx�� YQ��mr SCALE: 1 " I i!_ - \ � �_ __ �___ - I - - - "IN : I , I L : z:: I I Irol , \ UV , -- ?��_� I I 00 . . , 1. -1.7--ld " - L'.� 1--Frii1e, 11, Q) ALLAN H. WE]HE P.E. 8827 I D JO 60 12O `~ WATER AND SEWER UNDER CITY STREETS Cp- l. � (.0 � \ Hn ^ ~� Initial Bockfill . ^ Bedding, . 1, 1, - - i_66.8� - I r -1 I I , paction for water mains, water service laterals, oon�o� mo�o v� ".m uum m�r m mmx ma m u�oo�omm *�h �� e�ndond 00 " pmo�a of �� u�� d��n �� ' �� ono| 800NiU 1. u �»� b��U h�*o�r mo�o water omv�o �em� mai _ and nonUo m�o �t�o| �� and within 5-�o of sanitary pavement ins 11 ^� nhoU be B-Bnnn� for Structure BocN�| meeting the ho| T��T� mqu/em*»m � me |wuor and ohoU be compacted in 6-inch � maximum (�� to not |oox than 85� Standard Proctor Dono�' for the �� ~ sx/sT. nns n,o�mvr ortim d»Pth »f tho motorio| �000d. Tho boc�i|| for the top 6-inches � = EXIST. ��ER METER of th* oxonvot�»» b«|»* the ato� of the aggregate aubhono of the = ~ cx/sr ��n vxu/� pavement shall be No. 53 Stone meeting the motohn| requirements of �� ~ sx/sT� ��no sP/�oT t»* |wDOT and shall be compacted to not |oa, than 85� Standard � ~ sx/sT� wow/Ton *�� Proctor Dn»oi�' If the standard practice of the utility that has � ~ sx/sT. �a w��n jur/adi«t�»» »««' the inoto||otion has o �om othngont final boo�i|| ww ~ cx/sT� GAS VALVE mq«immpnt. the more stringent requirement shall govern. o ~ EXIST. �onw /w�T � I I / " I `--I .. 1.1i � ~ cx/sr ��or /o w��n ` , w|N|�UW COVER FOR P/PE CROSS|NO8 OF C|TY STREB3 a ~ EXIST. POWER POLE � ~ �x|sT� Pow�n po�� /u��T Pipeline - Marker( F»r i»»toUoti«» »f S�orm �o�no. Water Wuinn. 3on�o� �oina. Water 11 en mu ~ ��/sr pows� pn�� /��msponw�n S«r�«« Lot«m|o. Sonho� Sewer Lobpm|, under City ot��m' �go�|ona �4 ,e� )� ~ sx/sr uonT Po�� »f the iuD»» of the uU�» the minimum cover from the top of 0 '�-� ~ ��/sc ou, mxc*on the i»�oU«d P«»*mont to tho top of tho inatoUod p�po nhoU bo tho oo ~ sx/sc TELEPHONE p�os�� pavement aeo�»» pm«Uoo of the utility that has jurisdiction over the I 0 �� - c�r in�oxo�»» has o more stringent cover requirement, the �o� o ~ cx/sr ��w�o/� stringent requirement nhoU govern. P4 0 �= == == == == ~ sx/sc SANITARY SEWER LINE == == == == == ~ sx/sT� �nnw sew�n uwc ~v�=� 1. ----'------- ~ RIGHT-OF-WAY LINE ' HOLEY ��OL£'Y SA YS ----- ' ' ' ---- ~ swwLE ~ PROPOSED SANITARY SEWER uwc L_ - - - - - IN OU.. '--905.72 � ~ Pnopo��o �oxw s�� umc �- |v�� «��LV [_�� YV|i_L �� " 20' D.&V.L 1 91 1.3 ME " I T'S THE LAW" > �� .< L) ~ pnopos�o �w*o�� |V|| | | ��[l []�\]�l� �f ��/\\/� K�� J | o� � ~ Pnoposso nns �,on�wT �_----_ x . o ��v~~^ ' ' FREE '~��t�°- \��xmu�w* �/m� m� /c o-1-2a. 1. _ " -a � _ ° C K�\��,/ /s �A/wsr THE �W To EXcmwr __�_��_�� _�_� �_� . ��t� ��" WITHOUT NOTIFYING THE UNDERGROUND ~',' ��x�� mc/Tmw SERVICE TWO C� WORKING 1. ~--~'�^�c��. �� DAYS eBDnE COMMENCING WORK. 11 | ' �,' "` �" ^=` ��' ' ''�' ""' '��"�"»' /�( -� -- I --'- \ / �- -' South . 40 _ ,'_Line 5 4 3 � I 0 �� .. ��'-`�o^.0 � 3 Q I N 00 0 0 E N i cJ 00 Q) LC) 0 0 0�o 0 0 0� N wM 0 LJ Q} �o oQO� -�-_■ U) ■ Q) U U 10 O 8 MATCH NEXT SHEET 6 10 9 E—+ W W x O a x U H 10 SCALE: 1 " = 60' 0 30 60 120 WATER AND SEWER UNDER CITY STREETS Bedding, Hounching, Initial Backfill Bedding, hounching, initial backfill materials, placement and compaction for water mains, water service laterals, sanitary mains and sanitary service laterals shall be in accordance with the standard practice of the utility that has jurisdiction over the installation. Final Backfill Final backfill for water mains, water service laterals, sanitary mains and sanitary service laterals under and within 5 –feet of pavement shall be B– Borrow for Structure Backfill meeting the material requirements of the INDOT and shall be compacted in 6 –inch maximum lifts to not less than 95% Standard Proctor Density for the entire depth of the material placed. The backfill for the top 6– inches of the excavation below the start of the aggregate subbase of the pavement shall be No. 53 Stone meeting the material requirements of the INDOT and shall be compacted to not less than 95% Standard Proctor Density. If the standard practice of the utility that has jurisdiction over the installation has a more stringent final backfill requirement, the more stringent requirement shall govern. MINIMUM COVER FOR PIPE CROSSINGS OF CITY STREETS For installation of Storm Mains, Water Mains, Sanitary Mains, Water Service Laterals, Sanitary Sewer Laterals under City streets, regardless of the jurisdiction of the utility, the minimum cover from the top of the installed pavement to the top of the installed pipe shall be the pavement section practice of the utility that has jurisdiction over the installation has a more stringent cover requirement, the more stringent requirement shall govern. NOTE: NO VALVES WILL BE PERMITTED UNDER PAVEMENT. HOLEY MOLEY SA YS "DIG SAFELY" "IT'S THE LAW" CALL 2 W06r4N(7 DAYS BEFORE YOU DIG ak`,84a 382 -5544 �.. ' ` s CAL2, FREE ,P_ -'ftlA k" iA AE CAW IC 8 -1 -26. AGAINST THE LAW TO EXCAVATE `j WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. = EXIST. FIRE HYDRANT • = EXIST. WATER METER ►� = EXIST. WATER VALVE I 2 = EXIST. YARD SPIGOT d = EXIST. MONITOR WELL ® = EXIST. GAS METER ca = EXIST. GAS VALVE El = EXIST. STORM INLET w a = EXIST. ELECTRIC METER o = EXIST. POWER POLE p = EXIST. POWER POLE W /LIGHT ® = EXIST. POWER POLE W /TRANSFORMER •. = EXIST. LIGHT POLE - - = EXIST. GUY ANCHOR D = EXIST. TELEPHONE PEDESTAL O = EXIST. MANHOLE = EXIST. SANITARY SEWER LINE EXIST. STORM SEWER LINE -- – = RIGHT –OF –WAY LINE = SWALE — — = PROPOSED SANITARY SEWER LINE = PROPOSED STORM SEWER LINE Q = PROPOSED MANHOLE = PROPOSED FIRE HYDRANT WATER AND SEWER UNDER CITY STREETS Bedding, Hounching, Initial Backfill Bedding, hounching, initial backfill materials, placement and compaction for water mains, water service laterals, sanitary mains and sanitary service laterals shall be in accordance with the standard practice of the utility that has jurisdiction over the installation. Final Backfill Final backfill for water mains, water service laterals, sanitary mains and sanitary service laterals under and within 5 –feet of pavement shall be B– Borrow for Structure Backfill meeting the material requirements of the INDOT and shall be compacted in 6 –inch maximum lifts to not less than 95% Standard Proctor Density for the entire depth of the material placed. The backfill for the top 6– inches of the excavation below the start of the aggregate subbase of the pavement shall be No. 53 Stone meeting the material requirements of the INDOT and shall be compacted to not less than 95% Standard Proctor Density. If the standard practice of the utility that has jurisdiction over the installation has a more stringent final backfill requirement, the more stringent requirement shall govern. MINIMUM COVER FOR PIPE CROSSINGS OF CITY STREETS For installation of Storm Mains, Water Mains, Sanitary Mains, Water Service Laterals, Sanitary Sewer Laterals under City streets, regardless of the jurisdiction of the utility, the minimum cover from the top of the installed pavement to the top of the installed pipe shall be the pavement section practice of the utility that has jurisdiction over the installation has a more stringent cover requirement, the more stringent requirement shall govern. NOTE: NO VALVES WILL BE PERMITTED UNDER PAVEMENT. HOLEY MOLEY SA YS "DIG SAFELY" "IT'S THE LAW" CALL 2 W06r4N(7 DAYS BEFORE YOU DIG ak`,84a 382 -5544 �.. ' ` s CAL2, FREE ,P_ -'ftlA k" iA AE CAW IC 8 -1 -26. AGAINST THE LAW TO EXCAVATE `j WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. • U V-4 �0 00 4 3 I 2 1 8 7 6 I I • U V-4 �0 00 %6 (1i 00 00 I x cM cM 00 X w a U A Rz �ll 1-y a V1 a0 000 H p� O ^ U� z O kn U 9 h Ll o U V-4 w O 00 z o I A w d j as A w l z J o m o LC) o Q0 �1 O z N 0 C7 U Gil a A o A A U A as w A Q) z 0 \\\\00 X I I I I III ►► i� ��i/ N H • �, 4t/ ..G15TE/i;....s, �. N0. • 8827 • .. STATE OF :' A&� S/ONAL ��llllllllll \ \� ALLAN H. WEIHE P.E. 8827 Z U O U U W a H Q w � a o ° N 0 QO O w C w SHEET NO. 44 PROJECT NO. W04 -0826 Q N 00 0 L E 0 v o � N w / N os� 0 0 00 �Z N� o o od T t / y 7 ..�wm U��o oQ0a- S c 0111111 U 0 0 9 O Fri 5 4 3 10 I 8 6 5 4 3 • r. ND 00 T-4 d' O E..i LEGEND `moo, c = EXIST. FIRE HYDRANT 0�0 0V0 • = EXIST. WATER METER t-: t.-: O V ►� = EXIST. WATER VALVE 1-4 V-4 = EXIST. YARD SPIGOT M M 00 a! A = EXIST. MONITOR WELL X ® = EXIST. GAS METER �a = EXIST. GAS VALVE w a D = EXIST. STORM INLET EXIST. ELECTRIC METER V © = EXIST. POWER POLE O Qt� 2 = EXIST. POWER POLE W /LIGHT E"� F--I H o = EXIST. POWER POLE W /TRANSFORMER z EXIST. LIGHT POLE E..� = EXIST. GUY ANCHOR a D = EXIST. TELEPHONE PEDESTAL I rA O = EXIST. MANHOLE &6 aJ = EXIST. SANITARY SEWER LINE 04 Q EXIST. STORM SEWER LINE }� - -- = RIGHT -OF -WAY LINE ' = SWALE a �J — — = PROPOSED SANITARY SEWER LINE (4 PROPOSED STORM SEWER LINE Q = PROPOSED MANHOLE 00 Y = PROPOSED FIRE HYDRANT ►, '� WATER AND SEWER UNDER CITY STREETS rA Bedding, Hounching, Initial Backfill h placement and ^ Bedding, crunching, initial backfill materials, O p compaction for water mains, water service laterals, sanitary mains v and sanitary service laterals shall be in accordance with the standard practice of the utility that has jurisdiction over the installation. 'U Final Backfill Z Final backfill for water mains, water service laterals, sanitary mains Z+ SCALE: 1 = 60' and sanitary service laterals under and within 5 —feet of pavement C shall be B— Borrow for Structure Backfill meeting the material 6 rj requirements of the INDOT and shall be compacted in 6 —inch p V maximum lifts to not less than 95% Standard Proctor Density for the ^' 0 30 60 120 entire depth of the material placed. The backfill for the top 6— inches of the excavation below the start of the aggregate subbase of the pavement shall be No. 53 Stone meeting the material requirements of the INDOT and shall be compacted to not less than 95% Standard Proctor Density. If the standard practice of the utility that has jurisdiction over the installation has a more stringent final backfill requirement, the more stringent requirement shall govern. A °zo W¢ Q o �m - OCl\ Ao MINIMUM COVER FOR PIPE CROSSINGS OF CITY STREETS o C) v �' v CD ¢ For installation of Storm Mains, Water Mains, Sanitary Mains, Water ate. A o A A U A Service Laterals, Sanitary Sewer Laterals under City streets, regardless of the jurisdiction of the utility, the minimum cover from the top of the installed pavement to the top of the installed pipe shall be the pavement section practice of the utility that has jurisdiction over the installation has a more stringent cover requirement, the more stringent requirement shall govern. H A NOTE: NO VALVES WILL BE PERMITTED UNDER PAVEMENT. 2 Cn Cn z 0 Q) H . NO • 8827 • ._ STATE OF : `�k-/ 0 A � � / SIGNAL `�� ii�i►itI11110\�� ALLAN H. WHINE P.E. 8827 V1 U� w I zltl O O HOLEY MOLEY SA YS w o "DIG SAFELY" Q "IT' � _ SHE LAW" CALL, 2 _{y,0I 7V VA YS BEFORE YOU DIG r O '�= BDaf382 -5544 a r y t 4 FREE -. SHEET NO. ID AERd,V A IC 8 26 UACU.r- 000. J- i w; i 1H 1 < .- Z3 W" � V V 1 1W f V F III N 89'46'47" W 160.00' fFW F _:, , a ° r 1 I 1 0 U U 0 0 FFp� 0 STM STIR 4719 * Wire Fe 1 + �, W X ^ 44 W 0 + I CES INV= 875.70 •� �� ti TC 886 80 ti; _ J 7NV OUT 876.12 V IN= 876.::2 - t�1i , cw oO - + o M W TR 5 TWIN CURB _ o 99 S F z `r U w w M C its ti W W - `O INV= 881.59 z 0' B.S.L. I_ 10 I 8 6 5 4 3 • r. ND 00 T-4 d' O E..i LEGEND `moo, c = EXIST. FIRE HYDRANT 0�0 0V0 • = EXIST. WATER METER t-: t.-: O V ►� = EXIST. WATER VALVE 1-4 V-4 = EXIST. YARD SPIGOT M M 00 a! A = EXIST. MONITOR WELL X ® = EXIST. GAS METER �a = EXIST. GAS VALVE w a D = EXIST. STORM INLET EXIST. ELECTRIC METER V © = EXIST. POWER POLE O Qt� 2 = EXIST. POWER POLE W /LIGHT E"� F--I H o = EXIST. POWER POLE W /TRANSFORMER z EXIST. LIGHT POLE E..� = EXIST. GUY ANCHOR a D = EXIST. TELEPHONE PEDESTAL I rA O = EXIST. MANHOLE &6 aJ = EXIST. SANITARY SEWER LINE 04 Q EXIST. STORM SEWER LINE }� - -- = RIGHT -OF -WAY LINE ' = SWALE a �J — — = PROPOSED SANITARY SEWER LINE (4 PROPOSED STORM SEWER LINE Q = PROPOSED MANHOLE 00 Y = PROPOSED FIRE HYDRANT ►, '� WATER AND SEWER UNDER CITY STREETS rA Bedding, Hounching, Initial Backfill h placement and ^ Bedding, crunching, initial backfill materials, O p compaction for water mains, water service laterals, sanitary mains v and sanitary service laterals shall be in accordance with the standard practice of the utility that has jurisdiction over the installation. 'U Final Backfill Z Final backfill for water mains, water service laterals, sanitary mains Z+ SCALE: 1 = 60' and sanitary service laterals under and within 5 —feet of pavement C shall be B— Borrow for Structure Backfill meeting the material 6 rj requirements of the INDOT and shall be compacted in 6 —inch p V maximum lifts to not less than 95% Standard Proctor Density for the ^' 0 30 60 120 entire depth of the material placed. The backfill for the top 6— inches of the excavation below the start of the aggregate subbase of the pavement shall be No. 53 Stone meeting the material requirements of the INDOT and shall be compacted to not less than 95% Standard Proctor Density. If the standard practice of the utility that has jurisdiction over the installation has a more stringent final backfill requirement, the more stringent requirement shall govern. A °zo W¢ Q o �m - OCl\ Ao MINIMUM COVER FOR PIPE CROSSINGS OF CITY STREETS o C) v �' v CD ¢ For installation of Storm Mains, Water Mains, Sanitary Mains, Water ate. A o A A U A Service Laterals, Sanitary Sewer Laterals under City streets, regardless of the jurisdiction of the utility, the minimum cover from the top of the installed pavement to the top of the installed pipe shall be the pavement section practice of the utility that has jurisdiction over the installation has a more stringent cover requirement, the more stringent requirement shall govern. H A NOTE: NO VALVES WILL BE PERMITTED UNDER PAVEMENT. 2 Cn Cn z 0 Q) H . NO • 8827 • ._ STATE OF : `�k-/ 0 A � � / SIGNAL `�� ii�i►itI11110\�� ALLAN H. WHINE P.E. 8827 V1 U� w I zltl O O HOLEY MOLEY SA YS w o "DIG SAFELY" Q "IT' � _ SHE LAW" CALL, 2 _{y,0I 7V VA YS BEFORE YOU DIG r O '�= BDaf382 -5544 a r y t 4 FREE -. SHEET NO. ID AERd,V A IC 8 26 LAW 1 � U N Q i D £ �j 1t.4S$-AGAINST THE LAW TO EXCAVATE V 9 � � V i �°� WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. 45 PROJECT NO. W04 -0826 O � 1H 1 � V V 1 1W f V F fFW F I 1 0 U U 0 0 FFp� 0 1 + W X M W W 0 + I 0 M M W 0 0 U w w M C W W w w 0 £ �j 1t.4S$-AGAINST THE LAW TO EXCAVATE V 9 � � V i �°� WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. 45 PROJECT NO. W04 -0826