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HomeMy WebLinkAbout07 Site Development PlanAO 51/ a°'m" .L. nm yo "m^w E u^aw w^ EXISTING ELOWI INE ELEVATION o o m s,ne PIPE. SECTION BWO 529 LiWD (885. 37 895.00 25.00' 25.00' e4.� q 82 733 oo m o uo� COMMOM ^nw FILL COMPACT RELOCATE FLOWLINE ^�oun� ouc� CO N. �w m �r r MATCH EXISTING FLOWLINE ELEVATION u§8. �F C. ouc comwow AREA \<885.5027> 18 MIN F C ,890.30) w m, v n m~.w pFumE. E^suwu,I vvi APPROVAL OF RESPECTIVE u n spicovAY n 0 ~_~_~11 241... 160.00' 4- 887.50\ 39 ,892.60_, 38 U892.06 w/o ro 160 00' 0% MIN 40 160.00' P.C. <889.50> 41 892.70 892.20 0" 160.00' `c1 8 L'j ±89. 43 ao r� _w RELOCATE FLOWLINE 4' BOTTOM DITCH MATCH oosnwGrLowmwc ELEVATION (V um,' ».0 c N85 5/42"w ~~'3u z NORMAL POOL- ELEV. 872.0 100 YR nrv= �,��n POND +uxEuA, 0 U o. j4{ 89. 01 ^�m\ '��x� 36 ,897.30 \�»cv«»'��*// 35 899.50 <889.50 34 899.50 ammo <889.90> 32 �m}. �����.��x� 16 16o.00' 890.90j 1e0.00' KLAI. _nG. 898.50 MIN. MIN. F. o ouz COMMOM AREA 884. 50> 15 MIN m� 8 INSTALL CHANNEL STEP 84 RENO MATRESSES RER DETAILS �v cm FLOWLINE ELEVATION 14 [894 <883 .^.m MIN 891.50 13 896_90 <894.50> 12 l� _D.y ��K�K� i=="^'- <897.00> 11 899.3(f o% MIN <896.00> 1n 12" RCP <892.50> 9 mcnwwow ARLA H.P. 898.60 898.60 191. rlj CC 190. 00Vi H.P 99.58 99.08 PROPOSED LEGEND BWD 501 TOP OF CURB ELEV. MASS EXCAVATION GRADE CUTTER ELEV. MIN. F.G. l L <895.10> D.U.E. 1.00% GRADE 1 o% MIN ~no 4iffirriff NOTES HANDICAP RAMP SANITARY SEWER SERVICE LATERAL SANITARY MANHOLE SANITARY SEWER CLEANOUT STORM SEWER STORM SEWER INLET PIPE END SECTION UNDERDRAIN STORM STRUCTURE NUMBER SANITARY STRUCTURE NUMBER WATER MAIN FIRE HyOnAwr WA TER VALVE WATER LINE TEE WATER LINE REDUCER WATER SERVICE LINE MINIMUM FINISHED GRADES (ESTABLISHED BY THE HOME OWNER) MINIMUM FINISHED FLOOR ELEVATION [.5') (FIRST FLOOR OF HOME) (DEVIATIONS MUST BE APPROVED BY THE DEVELOPER) MINIMUM LOWER LEVEL EXTERIOR DOOR OR WINDOW SILL ELEVATION. DRAINAGE UTILITY EASEMENT MINIMUM SIDE YARD SWALE (GRADES TO BE ESTABLISHED BY THE HOME OWNER) SWALE FLOWLINE 10' ASPHALT PATH CONCRETE WALK 2. SEE SHEET "C901" FOR SITE SPECIFICATIONS. 3. ALL CONSTRUCTION WITHIN PUBLIC RIGHT-OF-WAY SHALL CONFORM TO CITY OF CARMEL STANDARDS AND REQUIREMENTS. 4. TC TOP OF CURB TOP OF CASTING. 5. ALL SPOT ELEVATIONS ARE TO FINISHED GRADE. G. COMPACTED GRANULAR BACKFILL REQUIRED OVER ALL UTILITIES IN PAVED AREAS. 7. THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES TO LOCATE ALL MAINS, COwOU|TS. SERVICE LINES, ETC., IN THE AFFECTED CONSTRUCTION AREA. EXISTING UTILI TY STRUCTURES ARE SHOWN HERE IN ACCORDANCE WITH AVAILABLE INFORMATION. THE LOCATION AND PROTECTION OF UTILITY STRUCTURES AND FAC|L|TIES, THEIR SUPPORT AND MAINTENANCE DURING CONSTRUCTION (IN COOPERATION WITH APPLICABLE UTILITY) IS THE EXPRESSED RESPONSIBILITY OF THE CONTRACTOR 8 RCP REINFORCED CONCRETE PIPE CLASS III PVC POLYVINYL CHLORIDE SANITARY SEWER ASTM D-3O34 SDR-]5 HCSP HELICALLY CORRUGATED STEEL PIPE 16 GAUGE ALUMINIZED 9. FLEXIBLE PIPE TO BE INSTALLED PER ASTM D-2521. CLASS 1.2, OR 3 BEDDING RIGID PIPE TO BE INSTALLED PER ASTM C-12. 10. FOR SOIL EROSION CONTROL DATA SEE SHEETS C203 THRU C206 11. FOR SANITARY SEWER PLAN AND PROFILE SEE SHEET C501 THRU C505 12. FOR STORM SEWER PLAN PROFILES SEE SHEET C701 THRU C706 13. FOR STREET PLAN AND PROFILES SEE SHEETS C301 THRU C305 HOLEY MOLEY SAYS 9' fr,-,4 "No "IT'S THE LAW" Y�/'' �-��vv CALL 2 WORKING DAYS BEFORE YOU DIG CALL TOLL FREE PER INDIANA STATE LAW IC8-1-20. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. "DIG SAFELY" 1-800-382-5544 MASS EXCAVATION DETAIL a 7, )/o* s /so/o4 NOTE: o LOTS SHALL BE COMPLETED AS SHOWN IN THIS DETAL 2.) MASS EXCAVATION CONTRACTOR SHALL MEET eas 9TE TOPOGRAPHY AT 4,1 SLOPE MAX FROM PROPOSED MAU 130AVATION OLTML 831 z> -4 c a.) �O OHU OHE UGT UGE vw [x] SPOT ELEVATION (TOP OF CURB) SPOT ELEVATION CON TOUR AREA/STREET L|GHT(VwrH SIGN) AREA/STREET LIGHT AREA/STREET UCHl(MuLTIPLE HEAD- WI TN S|CN) AREA/STREET L|G*T(wULr|PLE HEAD) UTILITY POLE GUY ANCHOR TELEPHONE MANHOLE TELEPHONE RISER TRANSFORMER OVERHEAD UTILITIES OVERHEAD ELECTRIC UNDERGROUND TELEPHONE UNDERGROUND ELECTRIC W WATER LINE WATER VALVE FIRE HYDRANT LAND DESCRPTION PARCEL 1 FLOOD PLAIN NOTE EXISTING OFF-SITE DRAIN TLES ALL EXISTING OFF-SITE DRAIN TILES THAT ARE ENCOUNTERED SHALL BE TIED INTO THE PROPOSED STORM SEWER SYSTEM WITH POSITIVE OUTFLOW. ANY EXISTING ON-SITE DRAIN TILE ENCOUNTERED THAT STAYS COMPLETELY ON- S|TE SH ALL BE CRUSHED AND ABANDON. EXISTING LEGEND 20' REAR B.S.L. TYPICAL LOT, BULDING SETBACKS -GAS GAS- GAS LINE GAS VALVE GAS METER DECIDUOUS FREE EVERGREEN rRE[ BUSH 0 CHAIN LINK rEmCL r' WOOD PRIVACY /[mC[ BARB WIRE. FENCE SIGN 1=1 MAILBOX 0 DRAINAGE MANHOLE SANITARY MANHOLE_ ov 6" A PART OF THE WEST HALF OF THE NORTHWEST QUARTER OF SECTION 30, TOWNSHIP 18 NORTH, RANGE 3 EAST IN CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF THE WEST HALF OF THE NORTHWEST QUARTER OF SAID SECTION 30; THENCE NORTH 00 DEGREES 00 MINUTES 24 SECONDS EAST (DEED BEARING) ALONG THE EAST LINE OF SAID WEST HALF 70.00 FEET TO THE NORTH LINE OF THE PROPOSED RIGHT-OF-WAY GRANT FOR 131ST STREET AND THE POINT OF BEGINNING; THENCE CONTINUING NORTH 00 DEGREES 00 MINUTES 24 SECONDS EAST ALONG SAID EAST LINE 598.60 FEET; THENCE NORTH 83 DEGREES 13 MINUTES 36 SECONDS WEST 229.30 FEET; THENCE NORTH 58 DEGREES 22 MINUTES 36 SECONDS WEST 186.00 FEET; THENCE NORTH 86 DEGREES 08 MINUTES 09 SECONDS WEST 486.51 FEET; THENCE NORTH 00 DEGREES 00 MINUTES 24 SECONDS EAST PARALLEL WITH THE EAST LINE OF SAID WEST HALF 1319D0 FEET; THENCE NORTH 85 DEGREES 55 MINUTES 42 SECONDS WEST 646J0 FEET TO THE WEST LINE OF SAID NORTHWEST QUARTER; THENCE SOUTH 00 DEGREES 03 MINUTES 18 SECONDS WEST ALONG SAID WEST LINE 18J2.20 FEET; THENCE SOUTH 89 DEGREES 35 MINUTES 35 SECONDS EAST PARALLEL WITH THE SOUTH LINE OF SAID WEST HALF .317.03 FEET; THENCE SOUTH 00 DEGREES 03 MINUTES 18 SECONDS WEST PARALLEL WITH THE WEST LINE OF SAID NORTHWEST QUARTER 254.30 FEET TO THE NORTH LINE OF THE PROPOSED RIGHT-OF-WAY GRANT FOR 131ST STREET; THENCE SOUTH 89 DEGREES 35 MINUTES .35 SECONDS EAST ALONG SAID NORTH LINE AND PARALLEL WITH THE SOUTH LINE OF SAID WEST HALF 1184.06 FEET TO THE POINT OF BEGINNING, CONTAINING 41.902 ACRES, MORE OR LESS. THE SUBJECT PROPERTY LIES WITHIN A FLOOD ZONE X (AREAS DETERMINED TO BE OUTSIDE THE 500-YEAR FLOOOPUUN) AS PLOTTED BY SCALE FROM "FIRM", FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NUMBER 180081 CO205 F. CITY OF CARMEL, HAMILTON COUNTY, INDIANA, EFFECTIVE DATE, FEBURARY 19, 200,3. INCHES O 0' FEET O 60' 2 lZU' m111.01m11111111111 SITE ENGINEER.. CLIENT PI PROI y551 |ND|ANAPO The recipient of me, copyright in the mat, that the materials cc business information agrees to retain thes and agrees not to d other nonv and furtt me muteno|a. The I materials only for th has made the meter to return all motenn the intended purpose whichever comes firs SITE ADDRESS: BELLEO( 131st STI CAR SCALE 1 60' DESIGNED 8Y: D{3p CHECKED Br: DGP DRAWING 'TILE: SHEET NO: pHONE SITE DI