The URL can be used to link to this page

Home My WebLink AboutC300 Development PlanS89°29'45"E 200.01' NP = 898.83 2 YR = 899.05 EXISTING POND TOP OF BANK = 900.1 SPILLWAY=899.7 10 YR = 899.25 100 YR = 899.60 W EXISTING POND STONE LAKEDRIVEW W W W W W W W W W W 66 65 64 63 62 61 60 59 58 57 56 5554WW PRA I R I E F A L C O N DRI V E NP = 898.83 2 YR = 899.05 EXISTING POND TOP OF BANK = 900.1 SPILLWAY=899.7 * * * 10 YR = 899.25 100 YR = 899.60 ASBUILT NP = 898.93EXISTING POND53 72 156 PRAIRIE FALCON DRIVE WWBLOCK "D"BLOCK "C"UD UD UD UD 159 160 161 162 163 164 165 166 167 179180 181 178 177 176 175 182 183 184 168 169 170 171 172 173 174 STONE LAKEDRIVESTONE LAKEDRIVE185WWWWWWW W W W W W W W W W W W W W W W WWWW WW W W WWWWW WUDUD UDUDUDUDUD UD UDUD UD UD UDUDU DUDUD DRY POND U D UD UDUDUDUDUDUD UDUDE N GI N E E R S317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil Engi neeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netWATERFRONT OF WEST CLAYSECTION FIVE "B"C300DEVELOPMENT PLANKnow what'sbelow. before you dig.Call R W S N E GENERAL NOTES: 1. ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES 2. EXISTING UTILITY LOCATIONS ARE APPROXIMATE, CONTRACTOR TO FIELD VERIFY HORIZONTAL AND VERTICAL UTILITY LOCATIONS PRIOR TO MAJOR EARTHWORK. 3. BUILDING PAD AREAS AND STREETS DESIGNATED FOR FILL SHALL BE COMPACTED TO 95% STANDARD PROCTOR DENSITY, OR AS RECOMMENDED BY GEOTECHNICAL ENGINEER, WHICHEVER IS MORE STRINGENT. STREETS SHALL BE COMPACTED PER CITY OF CARMEL SPECIFICATIONS. ALL FILL AREAS TO BE STRIPPED OF TOPSOIL PRIOR TO PLACEMENT OF FILL. 4. CONTRACTOR SHALL PRESERVE EXISTING TREES WHENEVER POSSIBLE. OWNER, OWNER'S REPRESENTATIVE AND CITY OF CARMEL URBAN FORESTER SHALL BE CONSULTED FOR CLEARING LIMITS. CLEARING LIMITS SHALL CONSIST OF ALL TREES WITHIN STREET AREAS, UTILITY INSTALLATION LIMITS AND CUT/FILL AREAS. IF CLEARING LIMITS VARY FROM APPROVED LANDSCAPE PLAN, THEN CLEARED TREES SHALL BE REPLACED TO BRING FINAL SITE INTO COMPLIANCE WITH APPROVED LANDSCAPE PLAN. 5. NO EARTH DISTURBING ACTIVITIES MAY COMMENCE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT. 6. M.F.P.G.= MINIMUM FLOOD PROTECTION GRADE. M.F.P.G. OF ALL STRUCTURES FRONTING A POND OR OPEN DITCH SHALL BE NO LESS THAN 2 FEET ABOVE ANY ADJACENT 100-YEAR LOCAL OR REGIONAL FLOOD ELEVATIONS, WHICHEVER IS GREATER, FOR ALL WINDOWS, DOORS, PIPE ENTRANCES, WINDOW WELLS, AND ANY OTHER STRUCTURE MEMBER WHERE FLOOD WATERS CAN ENTER A BUILDING. 7. M.L.A.G.= LOWEST ADJACENT GRADE IS THE ELEVATION OF THE LOWEST GRADE ADJACENT TO A STRUCTURE WHEN THE SOIL MEETS THE THE FOUNDATION AROUND THE OUTSIDE OF THE STRUCTURE (INCLUDING STRUCTURAL MEMBERS SUCH AS BASEMENT WALKOUT, PATIOS, DECKS, PORCHES, SUPPORT POST, OR PIERS, AND RIM OF THE WINDOW WELL. 8. IF IT WILL BE NECESSARY TO RELOCATE EXISTING UTILITIES, THE EXPENSE OF SUCH RELOCATION SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. 9. SIDEWALKS TO BE 5'-0" AND INSTALLED AS SHOWN ON THIS PLAN 10. CURB UNDERDRAINS WILL BE INSTALLED THROUGHOUT THIS ENTIRE PROJECT. 11. 2' ROLLED CURB & GUTTER SHALL BE INSTALLED THROUGHOUT ENTIRE PROJECT AS SHOWN UNLESS NOTED OTHERWISE. 12. A HANDICAPPED RAMP IS TO BE INSTALLED AT ALL LOCATIONS WHERE A SIDEWALK IS SHOWN INTERSECTING A CURB - SEE DETAIL 13. CONTRACTOR TO DESIGNATE SANITARY LATERAL ENDS WITH A WOODEN 2"X4" STAKE, PAINTED BRIGHT GREEN. 14. ANY DRAINAGE TILE SYSTEM COMING ONTO THE SITE SHALL BE CONNECTED INTO THE PROPOSED DRAINAGE SYSTEM IN ORDER TO MAINTAIN POSITIVE DRAINAGE FOR THE OFFSITE SYSTEM. 15. THE LOWEST FLOOR ELEVATION RECEIVING GRAVITY SANITARY SEWER SERVICE MUST BE A MINIMUM OF ONE FOOT ABOVE THE TOP OF CASTING OF THE NEAREST SANITARY 48" MANHOLE, OR A GRINDER PUMP SHALL BE REQUIRED. 16. THE FINISHED FLOOR ELEVATION SHALL BE MINIMUM 8", ABOVE THE MLAG AND 15" ABOVE BACK OF CURB. 17. DO NOT STAKE HOMES FROM THESE PLANS, SEE PLOT PLANS FOR DETAILS OF HOMES AND DIMENSIONS. 18. ALL SANITARY MANHOLE CASTING ELEVATIONS IN NON-PAVED AREAS SHALL BE 3" ABOVE GRADE. 19. ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY RIGHT-OF-WAY SHALL CONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OF ENGINEERING. THE CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TO SCHEDULE A PRE-CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THE WORK, AND TO REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN THE EXISTING AND PROPOSED CITY RIGHT-OF-WAY. 20. ALL STORM WATER DRAINAGE TO BE A PUBLIC SYSTEM WITH THE EXCEPTION OF REAR YARD SSD'S. 21. DAMAGE TO EXISTING RIGHT-OF-WAY SHALL BE RESTORED/REPAIRED TO THE SATISFACTION OF THE CITY AT THE COMPLETION OF THE PROJECT. THE CONTRACTOR IS ENCOURAGED TO INSPECT THE RIGHT-OF-WAY WITH THE CITY PRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THE EXISTING CONDITION OF THE RIGHT-OF-WAY. BENCHMARK INFORMATION BM BOO 54 - A DNR DISK IS LOCATED 1.0 MILE NORTHEAST OF ZIONSVILLE; 0.2 MILE EAST ALONG WEST 121ST STREET FROM ITS JUNCTION WITH STATE ROAD 421, AT THE INTERSECTION OF DAUGHERTY DRIVE AND WEST 121ST STREET, IN THE NORTHEAST 1/4 OF THE INTERSECTION, AT THE ENTRANCE TO THE EAGLE VILLAGE SUBDIVISION; SET IN THE TOP OF A CONCRETE POST, LEVEL WITH THE GROUND; A DEPARTMENT OF NATURAL RESOURCES BRASS CONTROL STATION TABLET, STAMPED "BOO 54 1989". ELEV.: 901.14 FEET (1929 DATUM) ELEV.: 900.76 FEET (1988 DATUM) THESE PLANS ARE BASED ON 1988 DATUM LEGEND = RIGHT-OF-WAY LINE = PROPOSED STORM SEWER LINE = EXISTING STORM SEWER LINE = SWALE = SSD = SOLID WALL UNDERDRAIN = NORMAL POOL ELEVATION = 100-YEAR FLOOD ELEVATION = PROPOSED SANITARY SEWER LINE = EXISTING SANITARY SEWER LINE = SANITARY SEWER MANHOLE = SANITARY SEWER LATERAL = PROPOSED WATER LINE = FLOW DIRECTION = EXISTING CONTOURS = PROPOSED ELEVATION = STORM BEEHIVE INLET = STORM INLET = TOP OF CASTING = INVERT = REINFORCED CONCRETE PIPE = MANHOLE = STRUCTURE = DRAINAGE EASEMENT = SANITARY SEWER DRAINAGE AND UTILITY EASEMENT = REGULATED DRAINAGE AND UTILITY EASEMENT = REGULATED DRAINAGE, UTILITY AND BMP MAINTENANCE EAS = CONCRETE END SECTION = MATCH EXISTING = LANDSCAPE MAINTENANCE EASEMENT T.O.C. INV. RCP M.H. STR. D.E. S.S.D.&U.E. R.D.&U.E. R.D.U.&B.M.P.E. ME W = TYPICAL = PROPOSED = EXISTING = RADIUS = VARIABLE WIDTH = MINIMUM FLOOD PROTECTION GRADE = RIGHT-OF-WAY = BACK OF CURB = MINIMUM LOWEST ADJACENT GRADE = MINIMUM FINISH FLOOR ELEVATION = DENOTES MFPG & MLAG ELEVATIONS OF PROPOSED HOME AT FRONT AND BACK OF STRUCTURE AND MFFE. NOTE: NO PADS TO BE CONSTRUCTED. = EMERGENCY FLOOD ROUTE = BUILDING SETBACK LINE = HIGH POINT = ADA RAMP = FIRE HYDRANT L.M.E. TYP. PROP. EX. R. V.W. MFPG ROW B-B MLAG MFFE B.S.L. * HP UD 11/16/20