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HomeMy WebLinkAbout09040018-23 09050009 Rangeline Road Self Storage Large Plan R1 San MH T.C.- 810. N Inv -804.4 E Inv -803.8 GA W Inv -803.9 8 "VCP 10 PWPL w w w W w EM w w w w w w W w PWPD z w 0 z V) x w 2 Q W Z —4 L Z Q C 6" WAT; MAIN w 6" FIRE LINE FD CONNECTION FIRE HYDRANT AND VALVE 1 /_2" DOMESTIC LINE Ligh t FIRE UNE (SIZED BY OTHERS) "Northern Parcel" A part of LANCASTER REALTY, LLC Inst. No. 2005 -41017 2.398 acres, E(A)_____ Approxim Edge of Woods Wooded Area Wooded Area Approximate Edge of Woods Wooded Area San MH r 1— n v=,809. 60 etc! End Section S■gna II I I_ PI 1 III /11 II 1+ 1— T. Red. Y rd Light I Y ord Light ign No aerial fines P WPL 9 Stone Wall "NORTHSIDE TRAILER" One Story Brick Metal Sided Building on Slab 8 HVAC Rolled Curb with Gutter Bo/lard (tYP.) COOL CREEK BOULEVARD Mini —Barn on skids P wP Xfmr Block Wall Dump ster Pad X -0 10•■ 7 DHVAC Fuel Tank EM "Southern Parcel" A part of LANCASTER REALTY, LLC Inst. No. 2005 -41017 2.311 acres, FLOOD FRINGE PER APPROVED LOMA CASE NO. 07- 05 -4196A PREPARED BY EMH &T, INC. APPROVED ON JULY 3, 2007 6 FLOOD FRINGE PER APPROVED LOMA CASE NO. 07- 05 -4196A PREPARED BY EMH &T, INC. APPROVED ON JULY 3, 2007 6 DENOTES BFE PER APPROVED LOMA CASE NO. 07- 05 -4196A PREPARED BY EMH &T, INC. APPROVED ON JULY 3, 2007 Timber Retain Wall Approx. Top of Bank Light 5 5 1 1 4 4 APPROXIMATE FLOODWAY OMITS PER FIRM MAP #18057CO207F, DATED FEB. 19, 2003 15 0 1 APPROXIMA FLOODWAY UMITS PER FIRM #1805CO207F, DA D FEB. 9, 2003 3 TAC SU 15' Water Sewer Easement per Deed Book 234, Page 179 8 C/L 15' Water Sewer Easement as referenced in Inst. No. 2005 -41017 and as shown on prior surveys C/L 15' W er Sewer Easement as describ in Deed Book 234, Page 179 3 DENOTES BFE PER APPROVED LOMA CASE NO. 07- 05 -4196A PREPARED BY EMH &T, INC. APPROVED ON JULY 3, 2007 I TTAL MINIMUM COVER FOR PIPE CROSSINGS WITHIN CITY RIGHT —OF —WAY For installation of Storm Mains, Water Mains, Sanitary Mains, Water Service Laterals, Sanitary Service Laterals under City streets, regardless of 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", but under no circumstances shall the cover along any part of the pipe from the final pavement elevation to the top of the pipe be less than 2.5 —feet. 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. Cover heights for reinforced concrete pipe storm sewer that are less than those required will be evaluated on a case by case condition and approved only with written permission by the city engineer. WATER AND SEWER UNDER PAVEMENT, SIDEWALK, PAVED AREAS AND WITHIN RIGHT —OF —WAY BEDDING, HAUNCHING, INITIAL BACKFILL Bedding, Haunching and initial backfill requirements 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 or sidewalk or other paved areas and for all installations within City right —of —way shall be B— Borrow for Structure Backfill meeting the material requirements of the INDOT. The material shall be approved by the City of Carmel Department of Engineering at time of installation. Final backfill 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 sub —base of the pavement shall be No. 53 Stone meeting the material requirement 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 backfill requirement, the more stringent requirement shall govern. tpr >a i 1 13 m 0 0 2 LEGEND EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. FIRE HYDRANT WATER METER WATER VALVE YARD SPIGOT MONITOR WELL GAS METER GAS VALVE STORM INLET ELECTRIC METER POWER POLE POWER POLE W /LIGHT POWER POLE W /TRANSFORMER LIGHT POLE GUY ANCHOR TELEPHONE PEDESTAL MANHOLE SANITARY SEWER LINE STORM SEWER LINE RIGHT —OF —WAY LINE SWALE PROPOSED SANITARY SEWER LINE PROPOSED STORM SEWER LINE PROPOSED MANHOLE PROPOSED FIRE HYDRANT PROPOSED E' JWOFF BLUE HYDRANV PAVEMENT MARKER PROPOSED WATER VALVE THERE SHALL BE NO FRAY ES, CASTINGS, OR VALVE BOX EXTENSIONS IN THE STREET PAVEMENT, CURBS, S DEWAL <S, OR ASPHALT PATH FOR ANY UTILf Y INSTALLATIONS IN T —E RIGHT —OF —WAY WITH THE EXCEPTION OF CURB INLET CASTINGS. SCALE: 1" 30' 0 15 30 60 HOLEY MOLEY SAYS "DIG SAFELY" "IT'S THE LAW" CALL 2 WORK/NG DAYS BEFORE YOU DIG 1 -800- 382 -5544 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. DATED 4/7 0/ 7 0 z 00 0 z �I W I■I 00 ••••G` O a OF •�DIANP••' SHEET NO. PROJECT NO. C CD L C z •5 U U UQ cm N a te U 2 u C J J al cn LLI w 0 0 IONA /II1III W09 -0041 C rn 0 0 C V N w 0 JAMES E. SHIELDS JR. P.E. 10201333 1