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Home My WebLink AboutV182-02 Nature Works Plus - Site Development Plan pg. 2"DON'T DIG BLIND" 1- 800 382 -5544 CALL BEFORE YOU DIG 100.2 EX.99. Ke F.F. 912.0 El 0 HUB 8 TACK SET PROPOSED ELEVATION 8 EXISTING ELEVATION FLOW ARROW EXISTING CONTOUR FINISH FLOOR ELEVATION EXISTING FIRE HYDRANT EXISTING TREE SANITARY SEWER MANHOLE TELEPHONE PEDESTAL ELECTRIC BOX ELECTRIC TRANSFORMER CABLE PEDESTAL EX. STORM INLET PROPOSED STORM BEE HIVE ET 1 PROPOSED STORM LINE GENERAL NOTES: 1. EXCESS TOP SOIL TO BE STOCKPILED IN AREAS DESIGNATED BY THE DEVELOPER. 2. M.E. INDICATES EXISTING SPOT ELEVATION; CONTRACTOR SHALL MEET EXISTING GRADE AT THAT POINT. 3. WHERE M.E. (MATCH EXISTING) IS INDICATED ON THE PLANS, FIELD OBSERVATIONS SHOULD BE MADE TO ASSURE POSITIVE DRAINAGE 4. DO NOT SCALE FROM THESE PLANS FOR SURVEY FIELD LOCATIONS. 5. CHECK BENCHMARK WITH EXISTING GRADES AND EXISTING TOPOGRAPHY BEFORE BEGINNING CONSTRUCTION. ANY DISCREPANCIES MUST BE REPORTED TO THE ENGINEER IMMEDIATELY. 6. BEFORE ANY EARTHWORK IS PERFORMED, THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES WITHIN, OR BORDERING, THE SITE. 7. THE BEARINGS AND DISTANCES ON THIS SHEET SHALL OVERRULE WHERE DISCREPANCIES OCCUR BETWEEN THE SITE PLAN ON THIS SHEET AND THE SITE PLAN ON THE TITLE SHEET 8. SEE DETAIL SHEET FOR PAVEMENT SECTION 9. SEE DETAIL SHEET FOR TYPICAL CONSTRUCTION DETAILS. 10. ALL KNOWN UTILITY LOCATIONS SHOWN ARE APPROXIMATE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT ALL AFFECTED UTILITIES AND THE LOCAL UTILITIES' PROTECTION SERVICE PRIOR TO EXCAVATION. ELEV 831.69 LEGEND BENCHMARK DESCRIPTION: TBM- STORM INLET FOUND ON EAST CURB OF SOUTH RANGE LINE ROAD APPROXIMATELY 220 FEET NORTH OF THE INTERSECTION AT SOUTH RANGE LINE ROAD AND 3RD STREET B.S.L. BUILDING SETBACK LINE U. E. UTILITY EASEMENT SFT. CD C) -W- s-- E- 6- -4h -E- -G- SQUARE FEET GAS METER ELECTRIC METER WATER SERVICE LINE SANITARY SEWER LATERAL ELECTRICAL LINE GAS LINE SOIL BORING UTILITY POLE UTILITY PEDESTAL GUY ANCHOR WIRE EXISTING WATER VALVE x EXISTING FENCE EXISTING WATER METER PROPOSED STORM LINE 0 EX FIRE HYDRANT DENOTES PERMANENT SEEDING. AREAS BEHIND CURB REQUIRE PERMANENT SEEDING MULCHING DENOTES SILT FENCING 1831.8 831.5 831.5 832.0 831.8 831.9 833.0 833.5 LANDSCAPING 833.8 834.0 89°25'38"E 150.00 834.0 C� EXISTING co GARAGE N PROPOSED LANDSCAPING 835.0 EX T.C. 831.69 Inv. 828.50 (E) s 9 ti Cr* L a j i r 10' 3` m x m D RADIUS 831.21 S.TRA JGHT CURT/ T.C. 831.74 E X Pt ER POLE: I NE ENAH DRA I E N AGE I I .'ATE OR EOUI LENT 9.5 L.F 6" t r 1i" iDPEle 1.25% I YD T.C. 831.2 i I. 829.15 (W) I SEG hV. 828.90 (N) 1.38' 7 83 .35.5O EXISTING MATER LINE M.E. OR ASPHALT f\ TC 833.2 _S'M O iX MIN M.E. T T.C. M.E. PROPOSED PATIO M.E. 1 834.8 N/ 90° 34' 22 "W 150.00'/ 3.34' 1 1 /PROPOSED SAND CAP I NG 1 835.01 FLOOD HAZARD STATEMENT ALL OF THE PROPERTY SHOWN DOES NOT LIE WITHIN THAT SPECIAL FLOOD HAZARD ZONE 'A' AS SHOWN BY COMMUNITY PANEL 180081 003 C OF THE FLOOD HAZARD BOUNDARY MAPfl r UL THE CITY OF CARMEL, HAMILTON COUNTY, INDIANA (MAPc, fAr} '4; CERTIFIED BY: DATE �.�41STfR� O 920005; 1; STATE OF j"$:; i, ANA /1f11111 MOTE: THE EROSION CONTROL MEASURES SHOWN HERE IN ARE BASED ON INDUSTRY ACCEPTED PRACTICES TO MEET THE REQUIREMENTS OF RULE 5. THE CONTRACTOR IS RESPONSIBLE TO MEET THE REQUIREMENTS OF RULE 5 USNC THESE OR OTHER MEASURES AS NEEDED REVISIONS CONCEPT CHK: J.B.G. ENG CHK: J.B.G. DRAWN BY: JCH DRFTNG. CHK: G.S.W. SCALE: 1' 10 DRAWING TITLE: DATE: 10 -10 -02 CLIENT: NATURE WORKS SITE /DEVELOPMENT PLAN 0 10' 20' SAND BAG INLET BARRIER DENOTES PERMANENT SEEDING. AREAS BEHIND CURB REQUIRE PERMANENT SEEDING MULCHING DENOTES SILT FENCING SEEDING CHART TYPE DGN 200267 A Keats* Morass 40 lbs/a retCregoing Red Fesale 40 Ids /aaro• plus 2 ions straw nrulolV cre. or odd Annual Ryegrass 20 Ibs/acra 8 Kentlxity &egrams 60 Ids/oormCreeping Red Rescue 60 lds/acre pea 2 fans draw nulcl✓acraa odd Ansel Ryegrosa 30 Its/acre. c Spring Oats .3 bushel/acre. D Wheat or figs 2 buslfadl /Dora E Amid /progress 40 lbs /cree fl ibil000 sq.f7J F -Sod G Straw Huth 2 tons/acre. 1/1/• Irrigation needed during ,Ama.Adj. and /ar September. is Irrigation needed for 2 10 3 weeks after applying sod. CONSTRUCTION SOURCE SCHEDULE* 1. CALL INDIANA UNDERGROUND PLANT PROTECTION SYSTEMS. INC (HOLEY MOLEY) AT 1- 800 382 -5544 TO CHECK THE LOCATION OF EXISTING UTILITIES. 2. INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCE. 3. PROTECT IMPORTANT TREES (IF ANY) AND EXISTING VEGETATION FOR FILTER STRIPS. 4. INSTALL PERIMETER SEDIMENT BASINS AND TRAPS. INSTALL ANY DIVERSIONS LOCATED ABOVE (UPSTREAM OF) THE SITE. 5. INSTALL STORM SEWER SYSTEM WITH INLET AND OUTLET PROTECTION MEASURES. 6. INSTALL DRAIN INLET PROTECTION MEASURES. 7. CLEAR AND GRADE SITE. DO NOT LEAVE LARGE AREAS UNPROTECTED f OR MORE THAN SEVEN (7) DAYS. 8. AFTER GRADING. APPLY SURFACE STABILIZATION ON ALL GRADED AREAS USING PERMANENT WHENEVER POSSIBLE. 9. INSTALL GRAVEL ENTRANCES TO INDIVIDUAL HOtESITES AND PERIL TER TREATMENT AS REQUIRED TO KEEP SEDIMENT FROM LEAVING THE LOTS. (TO BE PERFORMED BY HOME BUILDER.) 10. AFTER CONSTRUCTION AND FINAL GRADING. PERMANENTLY STABILIZE ALL DISTURBED SITES INCLUDING BORROW AND DISPOSAL AREAS. REMOVE TEMPORARY RUNOFF CONTROL STRUCTURES AND UNSTABLE SEDIMENT. JOB NUMBER FILE NUMBER n:20g267m2 SHEET: 2 OF 3 CONTRACTOR TO VERIFY UTILITY LOCATION PRIOR TO CONSTRUCTION. "DON'T DIG BLIND" 1- 800 382 -5544 CALL BEFORE YOU DIG 100.2 EX.99. Ke F.F. 912.0 El 0 HUB 8 TACK SET PROPOSED ELEVATION 8 EXISTING ELEVATION FLOW ARROW EXISTING CONTOUR FINISH FLOOR ELEVATION EXISTING FIRE HYDRANT EXISTING TREE SANITARY SEWER MANHOLE TELEPHONE PEDESTAL ELECTRIC BOX ELECTRIC TRANSFORMER CABLE PEDESTAL EX. STORM INLET PROPOSED STORM BEE HIVE ET 1 PROPOSED STORM LINE GENERAL NOTES: 1. EXCESS TOP SOIL TO BE STOCKPILED IN AREAS DESIGNATED BY THE DEVELOPER. 2. M.E. INDICATES EXISTING SPOT ELEVATION; CONTRACTOR SHALL MEET EXISTING GRADE AT THAT POINT. 3. WHERE M.E. (MATCH EXISTING) IS INDICATED ON THE PLANS, FIELD OBSERVATIONS SHOULD BE MADE TO ASSURE POSITIVE DRAINAGE 4. DO NOT SCALE FROM THESE PLANS FOR SURVEY FIELD LOCATIONS. 5. CHECK BENCHMARK WITH EXISTING GRADES AND EXISTING TOPOGRAPHY BEFORE BEGINNING CONSTRUCTION. ANY DISCREPANCIES MUST BE REPORTED TO THE ENGINEER IMMEDIATELY. 6. BEFORE ANY EARTHWORK IS PERFORMED, THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES WITHIN, OR BORDERING, THE SITE. 7. THE BEARINGS AND DISTANCES ON THIS SHEET SHALL OVERRULE WHERE DISCREPANCIES OCCUR BETWEEN THE SITE PLAN ON THIS SHEET AND THE SITE PLAN ON THE TITLE SHEET 8. SEE DETAIL SHEET FOR PAVEMENT SECTION 9. SEE DETAIL SHEET FOR TYPICAL CONSTRUCTION DETAILS. 10. ALL KNOWN UTILITY LOCATIONS SHOWN ARE APPROXIMATE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT ALL AFFECTED UTILITIES AND THE LOCAL UTILITIES' PROTECTION SERVICE PRIOR TO EXCAVATION. ELEV 831.69 LEGEND BENCHMARK DESCRIPTION: TBM- STORM INLET FOUND ON EAST CURB OF SOUTH RANGE LINE ROAD APPROXIMATELY 220 FEET NORTH OF THE INTERSECTION AT SOUTH RANGE LINE ROAD AND 3RD STREET B.S.L. BUILDING SETBACK LINE U. E. UTILITY EASEMENT SFT. CD C) -W- s-- E- 6- -4h -E- -G- SQUARE FEET GAS METER ELECTRIC METER WATER SERVICE LINE SANITARY SEWER LATERAL ELECTRICAL LINE GAS LINE SOIL BORING UTILITY POLE UTILITY PEDESTAL GUY ANCHOR WIRE EXISTING WATER VALVE x EXISTING FENCE EXISTING WATER METER PROPOSED STORM LINE 0 EX FIRE HYDRANT DENOTES PERMANENT SEEDING. AREAS BEHIND CURB REQUIRE PERMANENT SEEDING MULCHING DENOTES SILT FENCING 1831.8 831.5 831.5 832.0 831.8 831.9 833.0 833.5 LANDSCAPING 833.8 834.0 89°25'38"E 150.00 834.0 C� EXISTING co GARAGE N PROPOSED LANDSCAPING 835.0 EX T.C. 831.69 Inv. 828.50 (E) s 9 ti Cr* L a j i r 10' 3` m x m D RADIUS 831.21 S.TRA JGHT CURT/ T.C. 831.74 E X Pt ER POLE: I NE ENAH DRA I E N AGE I I .'ATE OR EOUI LENT 9.5 L.F 6" t r 1i" iDPEle 1.25% I YD T.C. 831.2 i I. 829.15 (W) I SEG hV. 828.90 (N) 1.38' 7 83 .35.5O EXISTING MATER LINE M.E. OR ASPHALT f\ TC 833.2 _S'M O iX MIN M.E. T T.C. M.E. PROPOSED PATIO M.E. 1 834.8 N/ 90° 34' 22 "W 150.00'/ 3.34' 1 1 /PROPOSED SAND CAP I NG 1 835.01 FLOOD HAZARD STATEMENT ALL OF THE PROPERTY SHOWN DOES NOT LIE WITHIN THAT SPECIAL FLOOD HAZARD ZONE 'A' AS SHOWN BY COMMUNITY PANEL 180081 003 C OF THE FLOOD HAZARD BOUNDARY MAPfl r UL THE CITY OF CARMEL, HAMILTON COUNTY, INDIANA (MAPc, fAr} '4; CERTIFIED BY: DATE �.�41STfR� O 920005; 1; STATE OF j"$:; i, ANA /1f11111 MOTE: THE EROSION CONTROL MEASURES SHOWN HERE IN ARE BASED ON INDUSTRY ACCEPTED PRACTICES TO MEET THE REQUIREMENTS OF RULE 5. THE CONTRACTOR IS RESPONSIBLE TO MEET THE REQUIREMENTS OF RULE 5 USNC THESE OR OTHER MEASURES AS NEEDED REVISIONS CONCEPT CHK: J.B.G. ENG CHK: J.B.G. DRAWN BY: JCH DRFTNG. CHK: G.S.W. SCALE: 1' 10 DRAWING TITLE: DATE: 10 -10 -02 CLIENT: NATURE WORKS SITE /DEVELOPMENT PLAN 0 10' 20' SAND BAG INLET BARRIER DENOTES PERMANENT SEEDING. AREAS BEHIND CURB REQUIRE PERMANENT SEEDING MULCHING DENOTES SILT FENCING SEEDING CHART TYPE DGN 200267 A Keats* Morass 40 lbs/a retCregoing Red Fesale 40 Ids /aaro• plus 2 ions straw nrulolV cre. or odd Annual Ryegrass 20 Ibs/acra 8 Kentlxity &egrams 60 Ids/oormCreeping Red Rescue 60 lds/acre pea 2 fans draw nulcl✓acraa odd Ansel Ryegrosa 30 Its/acre. c Spring Oats .3 bushel/acre. D Wheat or figs 2 buslfadl /Dora E Amid /progress 40 lbs /cree fl ibil000 sq.f7J F -Sod G Straw Huth 2 tons/acre. 1/1/• Irrigation needed during ,Ama.Adj. and /ar September. is Irrigation needed for 2 10 3 weeks after applying sod. CONSTRUCTION SOURCE SCHEDULE* 1. CALL INDIANA UNDERGROUND PLANT PROTECTION SYSTEMS. INC (HOLEY MOLEY) AT 1- 800 382 -5544 TO CHECK THE LOCATION OF EXISTING UTILITIES. 2. INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCE. 3. PROTECT IMPORTANT TREES (IF ANY) AND EXISTING VEGETATION FOR FILTER STRIPS. 4. INSTALL PERIMETER SEDIMENT BASINS AND TRAPS. INSTALL ANY DIVERSIONS LOCATED ABOVE (UPSTREAM OF) THE SITE. 5. INSTALL STORM SEWER SYSTEM WITH INLET AND OUTLET PROTECTION MEASURES. 6. INSTALL DRAIN INLET PROTECTION MEASURES. 7. CLEAR AND GRADE SITE. DO NOT LEAVE LARGE AREAS UNPROTECTED f OR MORE THAN SEVEN (7) DAYS. 8. AFTER GRADING. APPLY SURFACE STABILIZATION ON ALL GRADED AREAS USING PERMANENT WHENEVER POSSIBLE. 9. INSTALL GRAVEL ENTRANCES TO INDIVIDUAL HOtESITES AND PERIL TER TREATMENT AS REQUIRED TO KEEP SEDIMENT FROM LEAVING THE LOTS. (TO BE PERFORMED BY HOME BUILDER.) 10. AFTER CONSTRUCTION AND FINAL GRADING. PERMANENTLY STABILIZE ALL DISTURBED SITES INCLUDING BORROW AND DISPOSAL AREAS. REMOVE TEMPORARY RUNOFF CONTROL STRUCTURES AND UNSTABLE SEDIMENT. JOB NUMBER FILE NUMBER n:20g267m2 SHEET: 2 OF 3