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Home My WebLink AboutC10.3 - General DetailsSKIRT B A 0 B D J J Q �1 1 s A UJ J 9 TOUNGE-INLET END) SECTION A -A 1-J" R OPER PER INCH PER SIDE HORIZONTAL FLARE 1-J" R WALL E h -WALL VERTICAL FLARE SECTION B -B Dia. Wall G or T Wt. Sec. A B C D E Dia.+1 R-1 R-2 Skirt 12 2 1 530 4 24 48V-72 38 24 13 1 OTI 9 3 15 2 2 740 6 27 46 73 30 16 124 11 3 18 2 2 990 9 27 46 73 36 19 15 12 4 12 2 2 1280 9 35 38 73 42 22 16 13 4 E21 24 3 2 1 1520 1 9J 1 43J 1 30 1 73J 1 48 1 25 16 14 1 4 NOTE: MANUFACTURE OF END SECTION IS IN ACCORDANCE WITH APPLICABLE PORTIONS OF A.S.T.M. SPECIFICATION C76. 22 PRECAST CONCRETE FLARED END SECTION Hn 1772 T.C.=883.5 2'-0" 6" MINIMUM 5' DIAMETER TW=881.34 MAHOLE (MIN.) 7 PRECAST MANHOLE SECTIO a MAXIMUM d Q OPENING OUT (18") 4" GREATER p 6" ° CII. , THAN O.D. OF PIPE INV. -878.80 o O f INV. -878 878.80 a -PRECAST REDUCER CAP (H20 LOADING) BARREL SECTION ASTM C-478 CLASS A DIMENSIONS (INCHES) A (MAX.) B (I.D.) C (MIN.) 18 48 25 21 48 28 24 48 31 27 60 34 30 60 38 33 60 41 36 60 44 42 60 50 34" 24" 0 0 ° I N 1 M NEENAH R-3405, 2502, OR EQUAL AVEMENT INSTALLATION REQUIRED ? 8" PRECAST REDUCER CAP 1. EXTENDING 20' FROM DRAINAGE INLETS IN A "V" PATTERN OR ALONG THE FLOWLINE DD aD o TANGENTIAL INLET PIPE STIR #'S: 203,204,205,206,207,208,209, aO�a \ 210,211 & 213 ii NTS 2. PIPE MATERIAL PER INDIANA DEPT. OF Checked Eng. TRANSPORTATION SPECS. No. 718.02 _ z 8" v.� v:a. i 8" PRECAST REDUCER CAP 2'-0"6" MINIMUM -1w ~' 0 a. Q 0-1 PRECAST MANHOLE SECTION B ON -SHRINK GROUT MAXIMUM *C OPENING ARREL SECTION 4" GREATER A ASTM C-478 CLASS A THAN O.D. REINFORCED CONCRETE PIPE OF PIPE 4000 PSI \� #53 STONETED T6�/'- * MANHOLE STEPS REQUIRED IF 4 REBAR 6" O.C. DEPTH EXCEEDS 4'-0" EACH WAY (AT 16"MAX. ON CENTERS) 02 PAVEMENT MANHOLE 10. NOT TO SCALE �E I» o_ 4000 PSI N�,8�8 go\ $ g0 N LIJ 6" THICK REINFORCED CONCRETE ORIFICE NON -SHRINK CONTROL WALL\\ GROUT \\ \\ 5' DIAMTER \\ ? 12 & 8" MANIFOLD PIPE MANHOLE (MIN.) \\2\\ BY ADS A Rn 6" CIRCULAR ORIFICE DOWEL #5 REBAR INTO MH WALL 877.80 124" 1 FT SUMP REQ'D. s - z_ DEVELOPMENT IN 00, WEIR WALL 6" COMPACTED STONE 3.54' x 6" WIDE CONCRETE WEIR WALL *MANHOLE STEPS REQUIRED IF #5 REBAR STIRRUPS 0 12"o.c. SET IN MH BASE DEPTH EXCEEDS 4'-0" #4 REBAR 6" O.C. (AT 16"MAX. ON CENTERS) EACH WAY 05 STIR. #101 - 5 FT DIA. OUTLET CONTROL STRUCTURE NOT TO SCALE 6' MINIMUM OF TOPSOIL CIL COMPACTED AGGREGATE J53 L PAVEMENT SECTION VARIES LIMIT OF SUBGRADE FINAL BACIfFLL SHALL BE PER NOTE 1. MINIMUM COVER SHALL BE PER NOTE 3. BETIDING, MUNCHING, PIPE MATERIAL PER UTILITY HAVING JURISDICTION OVER BACXFH MAT INITIAL INSTALLATION. BACKFILL MATERIALS, ' PLACEMENT, AND COMPACTION PER STANDARD PRACTICE. OF UTILITY HAVING JURISOICITON OVER INSTALLATION. WA TF?? & SFWFR MAIN AND I.A TFRAI. TRF. NCH OFTAII FOR UTILITY INSTALLA TIONS WITHIN CITY R/W NOTES' NO SCALE I. FINAL BACKFILL FOR UTILITY INSTALLATIONS WHERE 'L' IS 5' OR LESS SHALL BE B -BORROW FOR STRUCTURE BACKFILL MEETING THE MATERIA. REQUIREMENTS OF THE INDOT AND SHALL BE COMPACTED IN V MAXIMUM LIFTS TO NOT LESS THAN 951 STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE MATERIAL PLACED. THE BACKFILL FOR THE TOP 5' OF THE EXCAVATION BELOW THE LIMIT OF SUBGRADE SHALL BE Jia STONE MEETING THE MATERIAL REQUIREMENTS OF THE INDOT AND SHALL BE COMPACTED TO HOT LESS THAN 95% STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE MATERIAL PLACED. IF THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE INSTALLATION HAS A MORE STRINGENT FINAL BACKELL REQIAREMENT, THE MORE STRINGENT REQUIREMENT WILL CAVERN. CONTRACTOR SHALL PROVIDE A 3rd PARTY TESTING AGENCY TD PROVIDE COMPACTION TESTING AS NECESSARY. 2, THIS REQUIREMENT SMALL APPLY FOR ALL UTIUTY INSTALLATIONS (INCLUDING BUT NOT LIMITED TO WATER MANS, WATER SERVICE LATERALS SANITARY MAINS SANITARY SERVICE LATERALS, GAS PIPING, POKER, TELECOMM AND CATV CONDUITS OR DUCT BANK) WITHIN EXISTING AND PROPOSED CITY OF CARMEL R/W LIMITS 3. FOR UTILITY INSTALLATIONS UNDER CITY STREETS, REGARDLESS OF THE MISOCTFON OF THE UHUTY, THE MINIMUM COVER FROM THE 70P OF THE INSTALLED PAVEMENT OR FINAL GROUND ELEVATION TO THE TOP OF THE INSTALLED PIPE CONDUIT OR DUCT BANK SHALL BE NO LESS THAN 95 FEET, IF THE STANDARD PRACTICE OF THE UTILITY THAT HIS JURISDICTION OVER THE INSTALLATION HAS A MORE STRINGENT COYER REQUIREMENT, THE MORE STRINGENT REQUIREMENT SHALL GOVERN. 4, IF EXISTING SUBGRADE HAS BEEN LIME STABILRFD, BACKFILL LITH B -SORROW TO BOTTOM OF EXISTING SUBGRADE AND FILL TO THE OMIT OF TREATED SUBGRADE WITH COMPACTED AGGREGATE, NO 53. STANDARD CITY Of. CARMEL SIANDARDS DRAWING WATER & SEWER MAIN AND LATERAL TRENCHETAIL 10-32 FOR UTILITY INSTALLA110NS WITHIN CITY R W PLAN VIEW ELEV.-879.30 INV. -878.80 6"CIR. WEIR WALL ORIFICE DETAILS TRENCH DETAIL FOR CITY STORM SEWERS NO SCALE L 6" MINIMUM GF TOPSOIL OR COMPACTED PAVEMENT SECTION VARIES AGGREGATE ¢53. UWT OF SUBGRADE - .. . MINIMUM COVER SHALL FINAL .. BE PER NOTE 3 BAO(FILL Bc LEGEND Bc = OUTSIDE DIAMETER D = INSIDE DIAMETER d = DEPTH OF BEDDING MATERIAL BELOW PIPE - SPRINGLINE MUNCHING (Br/6) DEPTH OF BEDDING MATERIAL BELLOW PIPE BEDDING d D d WN HOLES Be BO' & SMALLER 4 66' h LARGER 6' t. BEDDING AND MUNCHING FOR ALL RCP INSTALLATIONS SHALL BE 18 STONE MEETING THE MATERIAL REQUIREMENTS OF THE INDOT, BEDDING SHALL BE RACED IN THE TRENCH BOTTOM SUCH THAT AFTER THE PIPE IS INSTALLED TO GRADE AND LINE, THERE REMAINS A 4' MINIMUM DEPTH OF MATERIAL BELOW THE PIPE BARREL AND A MINIMUM OF 3' BELOW THE BELL FOR PIPE SIZES 66' AND LARGER, THE MINIMUM DEPTH OF MATERIAL BELOW THE PIPE BAREL SHALL BE 6. BEDDING SHALL BE PLACED TO BE UNIFORM AS POSSIBLE, BUT SHALL BE LOOSELY PLACED UNCOMPACTED MATERIAL UNDER THE MIDDLE THIRD OF THE PIPE PRIOR TO PLACEMENT OF THE PIPE. IF THE UNDERLYING SOILS OF THE TRENCH BOTTOM ARE SOFT OR DE YIIEUQING, THE SUL SHALL BE UNDERCUT TO SUCH A PTH THAT WHEN REPAIRED WITH #2 STONE IT WILL PRODUCE A UNIFORM AND STABLE FOUNDATION ALONG THE ENTIRE LENGTIH OF THE PIPE. MUNCHING AND HNITAL BACKFLL SHALL BE COMPACTED IN R'MAXIMLETS TO LTO NOT LESS THAN 901 STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE MATERIAL PLACED. THE BACKFILL SHALL BE BROUGHT UP EVENLY ON BOTH SIDES OF THE PIPE FOR THE FULL LENGTH OF THE PIPE. HAUNCIHING SHALL EXTEND TO THE SPRINGUNE OF THE PIPE MINIMUM TRENCH WDTH SHALL BE THE OUTSIDE DIAMETER OF THE PIPE PLUS 18'. 2. FINAL BACKFILL FOR ALL RCP INSTALLATIONS WHERE 'L` IS 5' OR LESS SHALL SIE &-BORROW FOR STRUCTURE BACKFILL MEETING THE MATERIAL REQUIREMENTS OF THE INDOT AND SHALL BE COMPACTED IN V MAXIMUM LIFTS TO NOT LESS THAN 95% STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE MATERIAL PLACED. THE BACKFILL FOR THE TOP 6" OF THE EXCAVATION BELOW THE LIMIT OF SUBGRADE SHALL BE 053 STONE MEETING THE MATERIAL REQUIREMENTS OF THE INDOT AND $HALL BE COMPACTED TO NOT LESS THAN 951 STANDARD PROCTOR DENSITY. FINAL BACKALL FOR ALL RCP INSTALLATIONS WHERE 'L'IS GREATER THAN 5' SHALL BE CLEAN FILL MATERIAL FREE OF ROCKS LARGER THAN 6" IN DIAMATER, FROZEN LUMPS OF SOIL, WOOO OR OTHER EXTRANEOUS MATERIA, COMPACTED IN 12' MAXIMUM LIFTS TO NGT LESS THAN 917% STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE EXCAVATION, CONTRACTOR SHALL PROVIDE A 3rd PARTY TESTING AGENCY TO PROVIDE COMPACTION TESTING AS NECESSARY. 3, FOR INSTALLATION OF STORM MANS, WATERMANS. SANITARY MANS, WATER SERHCE LATERAS. AND SANITARY SERVICE LATERALS UNDER CITY STREETS, REGARDLESS OF THE JURISDICTION OF THE UTILITY, THE MINIMUM COVER FROM THE TOP OF THE INSTALLED PAYMENT OR FINAL GROUND ELEVATION TO THE TOP OF THE INSTALLED PIPE SHALL BE NO LESS THAN 2.5 FEET OF DOVER ALONG ANY PART OF THE PIPE. IF THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE INSTALLATION HAS A MORE STRINGENT COVER REQUIREMENT, THE MORE STRINGENT REQUIREMENT SHALL GOVERN. 4. IF EXISTING SUBGRADE HAS BEEN LIME STABIjJ , BACKFILL WITH B -BORROW TO BOTTOM OF EXISTING SUBGRADE AND FILL TO THE LIMIT OF EXISTING SUBGRAOE WITH OOMPACTED AGGREGATE NO 53, 5, THESE STANDARDS SHALL APPLY FOR STORM SEWERS INSTALLED 'WITHIN EXISTING AND PROPOSED CITY R/W AND FOR STORM SEWERS THAT SHALL BE MAINTAINED BY THE CITY, REGARDLESS OF STORM SEWER JURISDICTION. B. ALL STORM PIPE WITHIN EXISTING OR PROPOSED CITY R/W SHALL BE REINFORCED CONCRETE PIPE REGARDLESS OF JLRRISOICTION OVER STORM PIPES STANDARD CITY OF CARMEL STANDARDS DRAWING 1D-31 TRENCH DETAIL FOR CITY STORM SEWERS EARTH OR SIDEWALK SURFACE UNDERORAIN TRENCH TO BE FLUSH TWTH BACK SIF CURS INSTALL NON -WOVEN FILTER - FABRIC ON PERIMETER OF TRENCH AND OVERLAP AT SUBGRADE LEVEL IIS WASHED AGGREGATE DO #8 WASHED 4" DIAMETER PERFORATED STONE q" 4'° HIGH DENSITY MIN. MIN. POLYETHLENE PIPE WITH "HIGHWAY SOCK FILTER" o4 4" PIPE UNDERDRAIN 10' UNDER PAVEMENT NOT TO SCALE CtIRB OR CUR$ & GUTTER PAVEMENT -% ASPHALT OR COMPACTED AGGREGATE NO. 53 PER TYPICAL SECTION DOUBLE WALL PEPS, PERFORATED HANCOR HI -Q, TYPE 4 PIPE OR EQUIVALENT z PER SECTION 401.01 OF THE STORM WATER TECHNICAL STANDARDS UNDERDRAIN HO SCALE NOTES., PIPE SHALL CONFORM TO SPEC REQUIREMENTS OF SECTION 718 OF STANDARD SPECIFICATION INSTALLATION REQUIRED. BOTH SIDES OF PAVEMENT AND WHERE REQUESTED BY THE CITY ENGINEER STANDARD CITY OF CARMEL STANDARDS DRAWING 10-12 UNDERDRAIN NOT TO SCALE STORM SEWER INLET NOTE ALL STORM WATER INLETS & CATCH BASIN CASTINGS SHALL BE LABELED WITH ENVIRONMENTAL MESSAGING "NO DUMPING, DRAINS TO STREAM" CAST IN RAISED OR RECESSED LETTERS AT A MIN. 1 -INCH HEIGHT. A SYMBOL OF A FISH SHALL ALSO BE CAST WITH THE LETTERS. DOWNSTREAM DEFENDER 8" PRECAST REDUCER CAP 8" Rev TANGENTIAL INLET PIPE INLET PIPE INV. = 879.42 (8 LF OF \ (18" RCP BY OTHERS) 761 mm NTS 2'-0" Checked Eng. LEDGER ANGLE (TYP.) Checked Prod. 6" MINIMUM % INV. = 879.42 o c 6 s . CENTER SHAFT & CONE 7 (BY OTHERS) PRECAST MANHOLE SECTIO 8 ° NON -SHRINK 12 in. 305mm TOP ELEV. = 879.80 10 12 in. 305mm GROUT MAXIMUM 0 305mm OVERFLOW PIPE (BY OTHERS) 12 OPENING I NV. TOP OF WEIR=879.80 BARREL SECTION 4" GREATER°.. ° d ASTM C-478 CLASS A THAN O.D.L.-879.32 ° ° (BY OTHERS) OUTLET PIPE REINFORCED CONCRETE PIPE OF PIPE (18" HDPE BY OTHERS) OUTLET PIPE �. (8 LF OF 4000 PSI (BY HYDRO'S PRECASTER) I 01.25% BY ° ° ; d .° INV. -879.4 DOWNSTREAM DEFENDER as °: DIVERSION STRUCTURE (STR# 103) (BY HYDRO) DOWEL #4 REBAR INTO MH WALL d ° d a 12" DEVELOPMENT IN WEIR WALL Q d ° d . 2' SUMP REQ'D. °d a ° INV.=877.32 d 00 4" COMPACTED �\ 6 "� 2.48' HIGH x 6" WIDE CONCRETEWEIRWALL #4 REBAR STIRRUPS ®12"o. c. SET IN MH BASE *MANHOLESTEPS REQUIRED IF DEPTH EXCEEDS 4'-0" 4 R 4REBAR 6" O.C. (AT 16'MAX. ON CENTERS) WAY 03 STR.#103 - 6FT DIA. BMP DIVERSION MANHOLE CtIRB OR CUR$ & GUTTER PAVEMENT -% ASPHALT OR COMPACTED AGGREGATE NO. 53 PER TYPICAL SECTION DOUBLE WALL PEPS, PERFORATED HANCOR HI -Q, TYPE 4 PIPE OR EQUIVALENT z PER SECTION 401.01 OF THE STORM WATER TECHNICAL STANDARDS UNDERDRAIN HO SCALE NOTES., PIPE SHALL CONFORM TO SPEC REQUIREMENTS OF SECTION 718 OF STANDARD SPECIFICATION INSTALLATION REQUIRED. BOTH SIDES OF PAVEMENT AND WHERE REQUESTED BY THE CITY ENGINEER STANDARD CITY OF CARMEL STANDARDS DRAWING 10-12 UNDERDRAIN NOT TO SCALE STORM SEWER INLET NOTE ALL STORM WATER INLETS & CATCH BASIN CASTINGS SHALL BE LABELED WITH ENVIRONMENTAL MESSAGING "NO DUMPING, DRAINS TO STREAM" CAST IN RAISED OR RECESSED LETTERS AT A MIN. 1 -INCH HEIGHT. A SYMBOL OF A FISH SHALL ALSO BE CAST WITH THE LETTERS. DOWNSTREAM DEFENDER OFF-LINE ARRANGEMENT PROPOSAL Rev TANGENTIAL INLET PIPE INLET PIPE INV. = 879.42 (8 LF OF 12" HDPE ®12.5% BY OTHERS) (18" RCP BY OTHERS) 761 mm NTS Drawn by Checked Eng. LEDGER ANGLE (TYP.) Checked Prod. Approved by INV. = 878.42 INV. = 879.42 o c 6" WEIR WALL 6 s . CENTER SHAFT & CONE 7 (BY OTHERS) BENCHING SKIRT 8 O 9 12 in. 305mm TOP ELEV. = 879.80 10 12 in. 305mm TANGENTIAL INLET PIPE (BY OTHERS) - 0 305mm OVERFLOW PIPE (BY OTHERS) 12 I NV. = 879.42 INV. = 879.32 PIPE COUPLING (BY OTHERS) OUTLET PIPE (18" HDPE BY OTHERS) OUTLET PIPE CONCRETE CHAMBER (8 LF OF 12" HDPE (BY HYDRO'S PRECASTER) INV. = 879.32 01.25% BY OTHERS) DOWNSTREAM DEFENDER STR# BMP DIVERSION STRUCTURE (STR# 103) (BY HYDRO) (BY HYDRO) BOLT DOWN ^A(^ kl^ Mr^l unrn Title 4 -FT DIA. [1219mm] DOWNSTREAM DEFENDER IS **"NOTE:BACKFILL AROUND THE PERIMETER DOWNSTREAM DEFENDER OF THE STRUCTURE IS DICTATED BY THE THE PRIMARY BMP INFLUENT/EFFLUENT CONNECTING PIPE MATERIAL (I.E. RCP, HDPE, PVC) EQUIPMENT PERFORMANCE PARTS LIST ITEM SIZE PROPOSAL Rev B Date Description Date Scale 761 mm NTS Drawn by Checked Eng. LEDGER ANGLE (TYP.) Checked Prod. Approved by Title 4 -FT DIA. [1219mm] DOWNSTREAM DEFENDER IS **"NOTE:BACKFILL AROUND THE PERIMETER DOWNSTREAM DEFENDER OF THE STRUCTURE IS DICTATED BY THE THE PRIMARY BMP INFLUENT/EFFLUENT CONNECTING PIPE MATERIAL (I.E. RCP, HDPE, PVC) EQUIPMENT PERFORMANCE PARTS LIST ITEM SIZE DESCRIPTION 1 48 in. 1219mm I.D. CONCRETE MANHOLE 2 30 in. 761 mm MANHOLE LID, FRAME & COVER 3 LEDGER ANGLE (TYP.) 4 SUPPORT FRAME 5 DIP PLATE 6 CENTER SHAFT & CONE 7 BENCHING SKIRT 8 FLOATABLES LID W/ VENT 9 12 in. 305mm OVERFLOW PIPE STUB 10 12 in. 305mm TANGENTIAL INLET PIPE (BY OTHERS) 11 12 in. 305mm OVERFLOW PIPE (BY OTHERS) 12 PIPE COUPLING (BY OTHERS) STAN DAR D UNIT The stormwater treatment unit shall adhere to the hydraulic parameters given in the chart below and provide the removal efficiencies and storage capacities as follows: GENERAL ARRANGEMENT 1. Performance objectives: The unit shall be capable of treating the peak flow rate listed below. 13 2. Peak treatment flow: [85 I/s] Hydro 3. Depth of flow in overflow pipe at 1.3 cfs: 6 in. [204mm] 4. Estimated headloss* at 1.3 cfs:2.2 in. [127mm] 5. Sediment storage capacity: 0.70 Cu. yd. [0.54 cu.m.] International TM 6. Oil storage capacity: 70 Gal. [265 liters] 7. Sediment shall be stored in a zone that is isolated from the main flow path and protected from reintrainment by a benching skirt. *Headloss is defined as the difference between static water level at 94 Hutchins Drive the inlet of the Downstream Defender to the free water surface in Portland, Maine 04102 the overflow pipe, assuming free discharge. tel: (207) 756-6200 Dimensions are general and intended for guidance only. The fax: (207) 756-6212 orientation of the inlet pipe and overflow pipe can be adjusted to email: hilteCHQ Til-teCh.COM site requirements. See site plan for orientation. Any warranty made by Hydro International only applies to those items supplied by it. Hydro International does not accept and expressly disclaims any responsibility or liability for any structure, plant or equipment (or the performance thereof) designed, built, manufactured or supplied by any third -party. Hydro International has a policy of continuous product development and reserves the right to amend the specifications of any of its products or equipment at any time. Hydra International expressly CAD Ref: 4GA1 @2005 disclaims an liabilityfor the performance of its equipment or an art thereof used or made subject to conditions outside of the conditions set forth in Hydra International's design specifications. Hydra International owns the copyright in and to this y p( s P ) U y g P y Project No. Hydra International drawing, which is supplied in confidence, and all intended recipients of the drawing, by their use thereof, agree to hold the drawing in confidence and not to use it for any purpose other than for which it was supplied and not reproduce, in whole or in part, the drawing or any of the equipment or structures depicted therein, without prior written permission of Hydra International. Drawing No. 4GA1 Rev. _ U Z IL V1 N �- Ww� Q0 H� C Ica O V CO V O 00 F• -M--1 T--( N �U) wN O LL - Ccs` LU ^U N O � 00 co a J�CD O co ^t^ LL ♦��,G P • G L E/SS�� ♦ \ .•' \SIE •'•, �� No ; : PE10403858 = .o STATE OF P Q' O�`� •,�;p l A�;. •G\�� ♦♦♦ 1- DATE: 10/26/2018 of y� NOUt'N T� N VL N �QCY) C8<� 0 0 <� F�1 Nom W 0 � V V� Vj PROJECT NUMBER WAX.001 DRAWING NUMBER C1 0.3 SHEET 16 OF 27 DWN BY: KPB CHKD. BY: EAG SCALE: NSA DATE: 10/2 G ORT �GROOVE-OUTLETEND) a 3 18