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Home My WebLink About12090016.810 = ■ 0�I 9 8 DECORATIVE SIGNES, SPRINKLER SYSTEMS, TREES, LANDSCAPING MOUNDS, FENCES, LIGHT POLES OR OTHER SUCH AMENTITIES ARE NOT PERMITTED WITHIN THE RIGHT —OF —WAY. EXISTING AREAS PERVIOUS = 0.231 AC. IMPERVIOUS = 0.010 AC. PROPOSED AREAS PERVIOUS = 0.030 AC. IMPERVIOUS = 0.211 AC. 6 5 PERVIOUS = 0.030 AC. 4 3 2 B = STORAGE VOLUME (BMP) TOTAL SITE ADDED = 0.241 AC. GENERAL GRADING NOTES: IMPLEMENTED FOR PHASE II POST DEVELOPED FLOWS (TOTAL GRADING PLAN NOTES: GENERAL NOTES: 2 —YEAR = 2.13 CFS 1. REFER TO THE INDIANA DEPARTMENT OF TRANSPORTATION ( INDOT) STANDARD SPECIFICATIONS, 10 —YEAR = 4.63 CFS 0 OO = 1995 EDITION, FOR BASIC MATERIALS AND CONSTRUCTION METHODS. THE SECTIONS BELOW FOR 1) CONTRACTOR SHALL VERIFY SITE SOIL BALANCE REQUIREMENTS. O1 CURB TURN OUT. SEE DETAIL. W/ RIP RAP PROTECTION VARIOUS ITEMS ARE TO CLARIFY THE INTENT OF THE REQUIREMENTS FOR THIS PROJECT. PLEASE EXCESS /DEFICIENT MATERIAL QUANTITIES SHALL BE FIELD ADJUSTED. STRUCTURE (SEE DETAIL). TO BE SET FLUSH WITH NOTE THAT OTHER SECTIONS OF THE INDOT STANDARD SPECIFICATIONS MAY ALSO BE APPLICABLE. "A" BORROW PITS OR OTHER EXIST. TELEPHONE PEDESTAL TOTAL DISTURBED ACREAGE IS LESS THAN TYPE STORM O2 2. FILL MATERIAL SHALL CONSIST OF EARTH OBTAINED FROM CUT AREAS, ADJUSTMENTS IN FINAL GRADES AS SHOWN SHALL BE FIELD PROPOSED GROUND. FUTURE SWALE TO BE CUT DOWN 1' AROUND APPROVED SOURCES. EARTH SHALL BE FREE FROM ORGANIC MATTER AND OTHER DELETERIOUS ENGINEERED AS REQUIRED, AND AS APPROVED BY OWNER AND THE STIR. TO ALLOW FOR FUTURE WATER QUALITY. SUBSTANCES AND LARGE ROCKS. THE FILL MATERIAL SHALL BE PLACED IN LAYERS NOT TO EXCEED EXIST. BOLLARD = SIX INCHES FOLLOWING COMPACTION, PROPER MOISTURE CONTENT OF FILL MATERIAL WILL BE SUCH ENGINEER. GRADING INTENT AS SHOWN SHALL BE MAINTAINED. O3 CONNECTION INTO EXISTING STORM STRUCTURE To ACHIEVE SPECIFIED COMPACTION DENSITY. ALL FILL BENEATH PAVED AREAS, FLOOR SLABS AND EXCESS SOIL SHALL BE REMOVED FROM THE SITE. = FUTURE BUILDINGS SHALL BE COMPACTED TO AT LEAST 957. OF THE MAXIMUM DRY DENSITY PER 0 GP = GATE POST ASTM D -1557. FIELD COMPACTING TEST SHALL BE RUN ON EACH LIFT, IN FILL SECTIONS, AND THE TRANSFORMER - - - — = REQUIRED COMPACTION ON EACH LIFT SHALL BE IN ACCORDANCE WITH INDOT SECTION 211, — — — — — = PROPOSED SANITARY SEWER LINE 3. MAXIMUM LAWN SLOPE IS 3:1. PROPOSED STORM SEWER LINE STM = 4. THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES TO LOCATE MAINS, CONDUITS, SERVICE NOTES: PROPOSED PIPE BOLLARD LINES, ETC. IN THE AFFECTED CONSTRUCTION AREA. EXISTING UTILITY STRUCTURES ARE SHOWN SEWER = HERE IN ACCORDANCE WITH AVAILABLE INFORMATION. THE LOCATION AND PROTECTION OF UTILITY 1) CONTRACTOR TO CONTACT AARON HOOVER, CARMEL UTILITIES FOR STRUCTURES, THEIR SUPPORT AND MAINTENANCE DURING CONSTRUCTION (IN COOPERATION WITH W = WATER LINE APPLICABLE UTILITY COMPANY) IS THE EXPRESSED RESPONSIBILITY OF THE CONTRACTOR. INSPECTION OF CORE DRILL AND INSTALLATION OF SEWER LATERAL. 5. ALL SPOT ELEVATIONS ARE TO FINISHED GRADE. TC = TOP OF (MANHOLE / INLET) CASTING 6. COMPACTED "B" BORROW BACK FILL REQ'D. OVER ALL UTILITIES IN PAVED AREAS. INVERT (BOTTOM) ELEVATION OF (PIPE) RCP = 7. ALL GRADES AT BOUNDARY SHALL MEET EXISTING. CMP = CORRUGATED METAL PIPE 8. ANY PART OF SANITARY OR STORM SEWER TRENCHES RUNNING UNDER OR WITHIN 5' OF CORRUGATED PLASTIC PIPE PVC = PAVEMENT TO BE BACKFILLED WITH GRANULAR MATERIAL. STIR. = STRUCTURE 9. ALL CONSTRUCTION ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH O.S.H.A. STANDARDS MATCH EXISTING GRADE SSD = FOR WORKER SAFETY. TOC = TOP OF CURB 10. THE CONTRACTOR SHALL CONFIRM ALL EARTHWORK QUANTITIES PRIOR TO THE START OF OUL = OVERHEAD UTILITY LINE CONSTRUCTION. IF AN EXCESS OR SHORTAGE OF EARTH IS ENCOUNTERED, THE CONTRACTOR SHALL TELEPHONE LINE TBM = CONFIRM WITH THE OWNER AND ENGINEER THE REQUIREMENTS FOR STOCKPILING, REMOVAL OR E = ELECTRIC LINE IMPORTING OF EARTH. = EMERGENCY STORM WATER ROUTING PATH 11. PROVIDE POSITIVE DRAINAGE WITHOUT PONDING IN ALL AREAS AFTER INSTALLATION. approximately 7' East of the southeast corner CONTRACTOR TO TEST FOR AND CORRECT ANY PONDING CONDITIONS. situated in a 12' Sanitary Sewer Easement for Taylor Trace 12. VERTICAL CURVES, WITH A MINIMUM LENGTH OF 50', SHALL BE USED WHERE POSSIBLE Elevation: 846.41 BETWEEN VERTICAL CHANGES IN DIRECTION (SLOPE) TO ALLOW FOR POSITIVE DRAINAGE AND SMOOTH NOTE: 1. CONTRACTOR TRANSITIONS. CRADLES WHEN THE VERTICAL SEPARATION (AS MEASURED FROM `. THE :OPJi 'ACTOR S .'_! '; F DEPAI ",4";. EN- INE ING TO S'ED;_LE A PRE ONGTRUCTION MEETING T' PIPES) BETWEEN SANITARY SEWER FACILITIES, WATER MAIN, AND REVIEW! THE DEP.A TMEPIT _ r _ ?t _ G _ J ". ,E.�'vI EPaE JT, T . P_ NOT RCATION REQU REPAENTS. RE' SIRED '.NSPE1,71ONS 0 R, LESS. CONSTRUCTION NOTES: L a.` = ,TAGEO OF T-'E tr RK , %N[ L> REVIEW TrE —1 ' OF THE DEPARTMENT ELATE- TO THE WORK WIT IN H E,^ ` ING AND PROP-o -H-1 4; Hi -- '4NAY. `.0 EARTH DISTURBING' '..T!'.' a_C VAY CU_MMENCE "EITFi ' „1 AN APF'ROVL:D S ORM WATIER MANAGEMENT YERM'T. `E..,_ _.CAM P;F�� ARE TO R"i,IF , R,Y`,.!_. DRAINAGE SUMMARY PERVIOUS = 0.030 AC. EXIST. FIRE HYDRANT WM0 O” �1<I = IMPERVIOUS = 0.211 AC. B = STORAGE VOLUME (BMP) TOTAL SITE ADDED = 0.241 AC. EXIST. MONITOR WELL IMPLEMENTED FOR PHASE II POST DEVELOPED FLOWS (TOTAL BUILDOUT) EXIST. GAS METER 2 —YEAR = 2.13 CFS EXIST. GAS VALVE NEEDED = N/A 10 —YEAR = 4.63 CFS 0 OO = EXIST. STORM /SAN./TELE. MANHOLE 100 —YEAR = 8.56 CFS EXIST. ELECTRIC METER PROVIDED = N/A ALLOWABLE RELEASE RATES GAC = EXIST. GUY ANCHOR 2 —YEAR = 4.40 CFS EXIST. TELEPHONE PEDESTAL TOTAL DISTURBED ACREAGE IS LESS THAN 10 —YEAR = 9.93 CFS c0 ■ = 0.25 ACRES. OFFSITE AREA = 5.36 ACRES MAILBOX = LEGEND FH} 0 H = EXIST. FIRE HYDRANT WM0 O” �1<I = EXIST. WATER METER /VALVE B = EXIST. SIGN 0 = EXIST. MONITOR WELL • PKF = EXIST. IRON PIN & OR PK (SET /FOUND) ®GM ® 9 = EXIST. GAS METER oa ® = EXIST. GAS VALVE = EXIST. STORM INLET 0 OO = EXIST. STORM /SAN./TELE. MANHOLE EM- D OO = EXIST. ELECTRIC METER ® 0 /(D' a-0 = EXIST. POWER POLE /POWER POLE w/ LIGHT GAC = EXIST. GUY ANCHOR T. Ped ® 1!1 = EXIST. TELEPHONE PEDESTAL nc = HVAC UNIT c0 ■ = EXIST. CLEANOUT EMB = MAILBOX = EXIST. LIGHT 090L = EXIST. BOLLARD = EXIST. SANITARY SEWER LINE = EXIST. STORM SEWER LINE = EXIST. CONTOURS = CONCRETE END SECTION (C.E.S.) 0 GP = GATE POST ED = TRANSFORMER - - - — = RIGHT -OF -WAY LINE — — — — — = PROPOSED SANITARY SEWER LINE = PROPOSED STORM SEWER LINE STM = PROPOSED HDPE ROOF DRAIN = PROPOSED PIPE BOLLARD Q = PROPOSED MANHOLE = PROPOSED CONTOURS 894.50 = PROPOSED ELEVATION E—— = DRAINAGE FLOW ARROW W = WATER LINE G = GAS LINE F.F.E. = FINISH FLOOR ELEVATION TC = TOP OF (MANHOLE / INLET) CASTING INV = INVERT (BOTTOM) ELEVATION OF (PIPE) RCP = REINFORCED CONCRETE PIPE CMP = CORRUGATED METAL PIPE CPP = CORRUGATED PLASTIC PIPE PVC = POLYVINYL CHLORIDE PIPE STIR. = STRUCTURE M.E.G. = MATCH EXISTING GRADE SSD = SUB— SURFACE DRAINAGE TOC = TOP OF CURB GUT = GUTTER OUL = OVERHEAD UTILITY LINE T = TELEPHONE LINE TBM = TEMPORARY BENCHMARK E = ELECTRIC LINE = CONSTRUCTION LIMITS = EMERGENCY STORM WATER ROUTING PATH BENCHMARK: Cut "X" on Sanitary Sewer manhole located approximately 7' East of the southeast corner of the subject parcel, situated in a 12' Sanitary Sewer Easement for Taylor Trace Subdivision: Elevation: 846.41 NOTE: 1. CONTRACTOR TO INSTALL CONCRETE CRADLES WHEN THE VERTICAL SEPARATION (AS MEASURED FROM THE EXTERIOR OF THE PIPES) BETWEEN SANITARY SEWER FACILITIES, WATER MAIN, AND STORM SEWERS IS 18" OR LESS. CONSTRUCTION NOTES: 1. GRANULAR BACKFILL TO BE USED FOR ALL UTILITY AND SEWER — STREET CROSSINGS. 2. PIPE CROSSINGS SHALL BE TYPE "B" BORROW. TYPE "B" BORROW SHALL MEET Y2" OR GREATER NORMAL SIZE POSITIVE DRAINAGE WILL BE MAINTAINED FOR THIS SITE. NO "BIRDBATHS" OF MORE THAN 1/8" IN DEPTH SHALL BE PERMITTED. ANY AREAS THAT HOLD WATER MORE THAN 1/8" DEEP SHALL BE CUT OUT AND CORRECTED TO POSITIVE DRAINAGE AT NO COST TO THE OWNER/ DEVELOPER/ OR ENGINEER. p W < Know what's below. a. Call before you dig. a Within Indiana Call SHEE1 72Z 811 or 800 - 382 -5544 24 Hours a Day, 7 Days a Week. SCALE: 1 = 20' PER INDIANA STATE LAW IC 8 -1 -26. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND PROJE LOCATION SERVICE TWO (2) WORKING 0 10 20 40 DAYS BEFORE COMMENCING WORK.