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Home My WebLink AboutC601 DRAINAGE DETAILSSANITARY SEWER STRUCTURE DATA TABLE STRUCTURE NUMBER 101 200 201 300 301 EXISTING STRUCTURE TYPE INLET TYPE A ??? INLET TYPE A INLET TYPE A INLET TYPE A INLET TYPE A TOP OF CASTING 868.25 865.73 869.00 868.50 869.00 867.28 CASTING TYPE NEENAH R-3405 ??? NEENAH R-3405 NEENAH R-4342 NEENAH R-3405 OPEN GRATE INVERT INV OUT = 865.26(NW) INV IN = 864.60(S) INV OUT = 864.65(N) INV OUT = 864.65(S) INV OUT = 864.50(E) INV IN = 864.45(W) INV OUT = 864.45(N) INV IN = 865.08(SE) INV IN = 865.08(NE) INV IN = 865.18(SW) END SECTION N/A STORM SEWER PIPE DATA TABLE DOWNSTREAM STRUCTURE 101 201 300 UPSTREAM STRUCTURE EXISTING 200 301 SIZE 12" 12" 12" MATERIAL HDPE HDPE HDPE LENGTH 83' 14' 10' SLOPE 0.22% 0.36% 0.50% C601DRAINAGE DETAILSREVISIONS AND ISSUESW17.0206PREPARED FOR:11128 CROOKED STICK LANE, CARMEL, IN 46032PROJECT NO. SHEET NO.CHECKED BY:DRAWN BY:RAMDESIGNED BY:DWG NAME:PROJECT NO.:W17.0206DATEBY12.20.2017BJSDATE:RAMKnow what's below. before you dig.Call R MAINTENANCE BUILDINGISSUED FOR CARMEL TAC11.09.2017BJSISSUED FOR STATE RELEASE11.27.2017BJSSTEVEN SCOTT RUCKER P.E. 11300279ENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with confidence.SM12/20/2017 Part of the NW/4 of Section 14, Township 16 North, Range 4 East, Hamilton County, IndianaCTRWD SANITARY PERMIT APPLICATION11.21.2017WACISSUED FOR DRAINAGE REVISIONS12.08.2017BJSISSUED FOR DRAINAGE REVISIONS12.13.2017BJSISSUED FOR FINAL CONSTRUCTION DRAWINGS12.20.2017BJS11"PAVED AREA INLET TYPE "A" 22"X22" 6" (TYP.)VARIES16" MIN.CLASS "A" CONCRETEDIA.SECTION VARIES(4.0' MAX.)DIA.INLET SET ON 6" BASE OF #8 STONE OR #2 STONE 1.STRAIGHT-OUT CONNECTIONS SHOULD NOT BE MADE TO EITHER PRECAST BOX OR INLET WALL TOUCHED BY A SKEW/CORNER CONNECTION UNLESS SUFFICIENT BOX INLET WALL AREA REMAINS ON EACH SIDE OF THE CONNECTING PIPE TO ENSURE STRUCTURAL INTEGRITY OF THE PRECAST BOX. 2.A MAXIMUM OF TWO (2) SKEW/CORNER CONNECTIONS WILL BE ALLOWED FOR EACH PRECAST BOX INLET. 3.REFER TO PRECAST CONCRETE ADJUSTING RING DETAIL AS REQUIRED 6" (TYP.)8"T.O.C. ELEVATION E.J. 5250 NEENAH R-3405 OR EQUAL NOTES 1.6" CONCRETE PRECAST OR POURED IN PLACE. 2.REFER TO BEDDING DETAIL AS REQUIRED E.J. 5250 NEENAH R-3405 OR EQUAL SLOPESLOPESLOPE 6" CONCRETE SLOPE3'-6"3'-6"3'-6"3'-6" "DUMP NO WASTE-DRAINS TO WATERWAY" PAVEMENT PIPE SIZES 12" TO 15"(NO SCALE) 6"6"6"6"℄ ℄ STORM STRUCTURE TABLE STORM PIPE TABLE (2) "B" BORROW OR EQUIV. GRANULAR MATERIAL COMPACTED TO 95% STANDARD PROCTOR DENSITY. (NO SCALE) 1.25 Bc + 12" (MIN.) Bc d27" & SMALLER 30" TO 60" 66" & LARGER 3 4 6 D d(MIN.) GREATER THAN 5' (1) 1.25 Bc + 24" (MIN.) FOR > 42" DIA. FOR < 42" DIA. REGULAR BACKFILL(1) SPRINGLINE (1)1/2 BcMIN. 12"TYPICAL BEDDING SECTION - HDPE EDGE OF PAVEMENT, CURB, GUTTER OR SIMILAR STRUCTURE IN THE PUBLIC RIGHT-OF-WAY.(1) WELL PLACED "B" BORROW OR EQUIV. GRANULAR MATERIAL. NOTES: 1. ALL BEDDING & INITIAL BACKFILL SHALL BE INSTALLED IN 6" TO 12" BALANCED LIFTS. 2. MIN. OF 9" CLEARANCE EACH SIDE OF PIPE FOR 42" DIA. AND LESS. 3. MIN. OF 12" CLEARANCE EACH SIDE OF PIPE FOR LARGER THAN 42" DIA. (1) "B" BORROW OR EQUIV. GRANULAR MATERIAL COMPACTED TO 90% STANDARD PROCTOR DENSITY 5' OR LESS (2) LEGEND: DEPTH OF BEDDING MATERIAL BELOW PIPE Bc = OUTSIDE DIAMETER D = INSIDE DIAMETER d = DEPTH OF BEDDING MATERIAL BELOW PIPE SIDE END PLAN METAL END SECTION HOOK BOLT SCALE: 1/2" = 1' - 0" DETENTION POND OUTLET CONTROL STRUCTURE 3:1 SLO P E 3:1 S L O P E 30' 6" BANK EMERGENCY OVERFLOW WEIR (NO SCALE) INSTALLATION 1.REMOVE AND PROPERLY DISPOSE OF BRUSH, TREES, AND OTHER DEBRIS FROM THE FOUNDATION AREA. 2.EXCAVATE FOUNDATION SUBGRADES BELOW DESIGN ELEVATION TO ALLOW FOR THICKNESS OF THE FILTER MEDIUM (GEOTEXTILE FABRIC OR WELL-GRADED AGGREGATE) AND RIPRAP. 3.SMOOTH THE SUBGRADE ENOUGH TO PROTECT GEOTEXTILE FABRIC FROM TEARING. 4.PLACE GEOTEXTILE FABRIC OR AGGREGATE FILTER MEDIUM ON THE COMPACTED AND SMOOTHED FOUNDATION. IF MORE THAN ONE PIECE OF GEOTEXTILE FABRIC IS NEEDED, THE UPSTREAM PIECE SHOULD OVERLAP THE DOWNSTREAM PIECE BY AT LEAST 12 INCHES. 5.INSTALL RIPRAP TO THE LINES AND ELEVATIONS SHOWN IN THE CONSTRUCTION PLANS. THE RIPRAP SHOULD FORM A DENSE, UNIFORM, AND WELL-GRADED MASS WITH FEW VOIDS. SELECTIVE LOADING AT THE QUARRY AND SOME HAND PLACEMENT MAY BE NECESSARY TO OBTAIN GOOD DISTRIBUTION OF STONE SIZES. 6.IF GEOTEXTILE FABRIC TEARS WHEN PLACING RIPRAP, REPAIR IMMEDIATELY BY LAYING AND STAPLING A PIECE OF FABRIC OVER DAMAGED AREA, OVERLAPPING THE UNDAMAGED AREAS BY AT LEAST 12 INCHES. 7.BLEND RIPRAP SMOOTHLY TO SURROUNDING GRADE, AVOIDING OVERFILL OR CHANNEL OBSTRUCTION. MAINTENANCE 1.INSPECT WITHIN 24 HOURS OF EACH RAIN EVENT AND AT LEAST ONCE EVERY SEVEN CALENDAR DAYS WHEN WITNESSING FLOW THROUGH THE CHANNEL. 2.WHEN STONES HAVE BEEN DISPLACED, REMOVE DEBRIS AND REPLACE STONES IN SUCH A WAY AS TO NOT RESTRICT THE FLOW AREA. 3.IF FILTER FABRIC IS DAMAGED, REMOVE THE RIPRAP AND REPAIR BY ADDING ANOTHER LAYER OF FABRIC, OVERLAPPING ADJACENT, UNDAMAGED AREAS BY 12 INCHES. SECURE FABRIC WITH ANCHOR PINS SPACED EVERY THREE FEET, THEN REPLACE RIPRAP AS NEEDED. 4.CHECK FOR SEDIMENT ACCUMULATION, BANK INSTABILITY, AND SCOUR HOLES AND MAKE NECESSARY REPAIRS PROMPTLY. 5.REFERENCE THE INDIANA STORM WATER QUALITY MANUAL FOR MORE INFORMATION ON CONSTRUCTION AND MAINTENANCE OF RIPRAP LINE CHANNELS. 6" DEPTH RIPRAP OVER GEOTEXTILE FILTER FABRIC OR BEDDING MATERIAL 6" ELEV. = 868.50 ELEV. = 869.50 NOTE: SEE HAMILTON COUNTY STANDARD DETAILS CT-6 AND CT-10 ON SHEET C603 FOR TYPICAL STAMPED LETTERING FOR ALL CASTINGS.