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Home My WebLink About027,028-93 SP Ponds West Details1 M M 6 w 1 � 1 c 1 r IH I I I J I K Note: The contractor shall be aware that if the top of See Plops for Type of Costing the trench is within 5' of IM proposed future back of curb,thai pranulor bockfill shall be placed in the excavation and compocled per D.O.T. ap+cificalione for such areas. This dislonce will be checked at random intervals 24 Existing Ground Una dunng cons Iruclion. O.S.H.A. regublions shoal prevoll. tint. I'VS68 R,ns �t: -Y16ts (IP M11.) /,i • Width varies based on the type of material Eccentric Cone Compacted �,� yp p eD Concentric Cone Compacted (MINIMUM) B depth of cover Consult , — ~'', Granular N or Precast Cover Bocklill 1:2 OVER 19' r the engineer if 6�� 1:3 TO 1e'. Backfill clearance on each side 1:6 TO 12' H of pipe is not sufficient. (Cone Height 0 ' oNccngh R-1000 G =30?42 ;6;a 1.12 To e3, o/ IN Compocled PSI OF ( Concentric -n SGranu(or Backfill ,bents per Cane nat #6 Crushed Stone.'—ASTM C-443 occeptoble for i -Precosl Manhole per Sonhory MRs) - Min PVC.6" Min. PVC. — A.S.T. h1. C-478 0 4'- 0' ' • e ole •See Nole v TYPICAL SEWER TRENCH TYPICAL SEWER TRENCH Qfnnrf s C°afin9 Cir/ � g - � SECTION SECTION UNDER PAVEMENT � o O .o j. SANITARY SEWER TRENCH DETAILS c J Pi pe 1/2D 2' ` EV MY1. a lost than 10' T— V f 1 Hoo4c Cbss rrA,. 6"•;«e Crushed Stone s I `4 Bors E 6"O.C. BottTways Concrete Precast Bottom Only) T .1 MANHOLE TYPE 11C" o n O—Water Main N 3 Note When lateral eeporotlon Is 10' or greater no vertical 'co clearance is needed. Sanitary Sewer 10' Min. 10' M n Water 2'-0" Water Main �� c c Less than 18"or Inc ses where water Is btilqj son. or o—Sonitory Sewer Sanitary Sewer o b Gloss 150 mech. joint cast Iron pipe Conc. Collor Flexible coupling or adaptor Flexible coupling or adaptor Conc. Coil or MIN. CROSSOVER & SEPARATION REQUIREMENTS FOR WATER MAINS a SANITARY SEWERS Con*occr shaft provide doper depth to allow surloble correction belween buildings and sewer MorkwiStetl For" GROUND GRADE slub.Conlroclor shall verify if basemerds ore Post ) required and proods suitable connections, / DISK OR OTHER STOPPER SEALED In PLACE 6" PIPE ALL PIPE EXCEPT RISER PIPE SHALL be LAID TO A / UNIFORM GRADE OF AT LEAST 1/6" PER FOOT. UNLESS OTHERWISE NOTED ON THE PLANS � I RISER PIPE, WHERE REOUIRED, SHALL BE LAID ON 4 e' SLOPE. PROPER CURVE / SHALL ABRUPT CHANGESIN E OFOR ALL LINEAND GRADE LATERAL CONNECTION DETAIL 5" min. I' Pry os cd ' ca � �t' I i U VL 117L (]1/ NOTE; The con/roc/or s oll br owore /ha/ /'f the foo o>' /he /rcnch /s wilhir/ 5 /'cc 1'/ /he ,oroposcd {v/ur bock o/"curb fhof �2ronu/or bock// Sbo// b f,cloced /� �hc LIXCOV0110n nnaCo/nPoc%d .Oer D O T. scec//;i?-o1/ons {or such ar�os. —n/S d%s/once :1'/// .fie chcckc•d o/ rondorrl in/cr✓o/s dur/n9 the Cons/roc//on. 10• eat x/ih S�� 0- f7r 5�alt 1P0� 4 sadly 6!c I it o A ► a. � a a cllIG1GIG i.. 1" 5��ilary 5cw�r to 4itanl J S'0` Alin. �I fit SANITARY SEWER i CONCRETE ENCASEMENT DETAIL SLOT MP/nnr000' /Q"Min. ` An, , { )rba�/n I Al "Alin. l @) , B¢onnq Ar¢a �� (TyPico� A 4in. ^+rv`r ®,. e C, �. i I / ,4,bo Ve Icb/G 11eC07,5 CY/�'% O/ CO,X'/vJ% /Y�u/ird w//h o tai/,wv ss &- 0/' ?OOC P. S F N,/i7irr/um. 7 Place ccoer or olcylic beim-eon 171�11ny � colo%. y1�7' fE0�E r 1'x2' Cutout 1'x3' Slots 80 — — — End of CMP to sealed. OUTFALL PIP( — _ — CMP p 3 Filter Fabric / , • / d:j 7 LFT 1/2' rebar to be installed thru s` 0�'E CMP 3 inches from RCP. CMP to be 1 size less than RCP. Number of slots = 4 slots x dia. of RCP (in feet) per lineal foot of CMP. End 4' of CMP to be wrapped with filter fabric. Tfh'RUsr BLOCK r, eLf Constructlon Mork f olc6/c Ab`' - Lbfob/e G' 10 • S 6" /f m (/50 PS I /O" TOJ/ 'R-[ 11 urr) /2" /co" 7 6 Q. 6 7.5 /0. G /O 2 0(Q5) 0.7 /e 2.5 40 57 93 C (22fz% 03 0.d /.j 2.0 2.9 53 I / ,4,bo Ve Icb/G 11eC07,5 CY/�'% O/ CO,X'/vJ% /Y�u/ird w//h o tai/,wv ss &- 0/' ?OOC P. S F N,/i7irr/um. 7 Place ccoer or olcylic beim-eon 171�11ny � colo%. y1�7' fE0�E r 1'x2' Cutout 1'x3' Slots 80 — — — End of CMP to sealed. OUTFALL PIP( — _ — CMP p 3 Filter Fabric / , • / d:j 7 LFT 1/2' rebar to be installed thru s` 0�'E CMP 3 inches from RCP. CMP to be 1 size less than RCP. Number of slots = 4 slots x dia. of RCP (in feet) per lineal foot of CMP. End 4' of CMP to be wrapped with filter fabric. T W te:7 .9-( s UHF TEMPORARY SILTATION SUMP W/ RISER DETAIL Figurt 3-381 Placement Of Straw Bales For Channel Flow Seosonol Soil Protection Chorl t � 1 I _ Ditch I I t u 1 Slobitizotion I Il 1 e o e Proctice, Jon. Feb. Mor. Apr. Moy June July Aug Sepl Oct, Noy. Dec L_----- _ —_—_ J er a e --------------------------------- ---------- a a a a_ c .a. Permanent A—a'I r► 1 Seeding ---------------------------------- -- - - -- Dormont Seeding PLAN VIEW I 1 ------------------------------- Temporory C ^vim Seeding E- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -------------------------------------______ �\ Seeding TEMPORARY SILTING PIT FM • ////rI/rrr//r - 6 ( Perledic Cleann R ulred ) G00IeXtiie 0.25 SYD 1' Dla. Walistwd Gravel G - ad � �� QQ 4 0� pj a C . mac. 0 9 ems• o._oe M,khing c'fliif.7G>1� FUter Fabric U C ° °`' ,PdO� �° °------------------------------------------ - — y,�-sr.s�a�or e6 0 ce :0�ta dd 00 A • Kentucky Bluegrass 40 lbs/ocre, Creeping Red Fescue 40 :bs/bcre; ^d-r►t �*'*' 'i'�. t' 1/2' Wire Mesh a DO 60 plus 2 tons straw mulch/ocre, or odd Annual Ryegross 20 lbs/ocrt Baekflill 82 Kenlucky Bluegrass 60 IDs/ocre; Creeping Red Fescue 60 IDS/out J plus 2 Ions straw mulch/ocre,or odd Annual Ryegross 30 IDs/ocre. - Revisions and Dates: Designed by: `(/R r C • Spring Dais 3 bushel/ocre. sSTEp Top of Pavement D, Wheolor Rye 2 bushel/ocre. ro ec ,' ,-, Dv 1c �GQ(�tt o. E r Annual Ryegross 40 IDs rocre. (I Ib/1000 sa It.) S r v. u 2).e e Drawn by: tq NFo %4&h and Fabric to extend 1' bayond edge of inlet in all dlrOCOCHIs. F • Sod l SO441 STATE OF G I straw Mulch 2 tons/ocre. Checked by: (�NOtANFf Q•� Mid States Er CURB INLET PROTECTION a/I/. Irrigolion needed during, June. July, and/or Seplembtr. i p SU(��y�•�` 501 Congresslor (For inlets draining directly to creek) .e Irrigation needed for 2 to 3 weeks of)e? applying sod. Carmel I Approved by: ' Dace �tj�, 81 1o1c13 317-8 i Req'd . j 1 TYPICAL GATE VALVE a VALVE 80X G r a rlkslor backfill req'd. around bast - a barrel / 1 C Drain COnC, blt�c> k� Com pod -7 Hydrant shall meet local fire codes and Indianapolis Water Cowpony Specifications Kennedy, Dorling,or Mueller Acceptable LConc. collar If I not in paved ores C -I Valve box 6" Gate valve B" Main t6" hyd. branch HYDRANT DETAIL Placement And Con structlon Of A Synthetic Filter Barrier 1 sZ�r /1MrN Amo„cam f n r, ,- G'SC/rV.f re A /eR4C/.VO L WV A• li~ arsrreAe A Ati f l �! es sir ats r, 7MuA v- 77&- /It2rr5. ~Ice- 7b 77.1C WIAt -- e"'A A'40 14 v0 jrXrXVD /r le ? 774F 77t4+kf r. i OA/ v�A! w.. ✓ I I Ey- EVArION �y xTr ;. s+sa & o « 1 I �'1►'YS'f 77+N' itr,vr GNU ✓ATL•17 JP'L . Constructlon Of A Straw Bale Bsrrler TEMPORARY OUTLET STRUCTURE rc.1vC� 6 A�� ,�� dac/ /LAIL A',✓D rwo ,svo n4f W,OrN' heboo M lrLCL .� Mt d449. TTd+�w par .4 SrAAW orx W/1W et 1 10 1 w�v+r 7-W/NA I '11 I I pi ML lot 4' SLOT (TYP.) 1 1 f �� IAS••' /v17a✓/'►� IxC�V, rLO IcaL 1' x ii t"V Lid 1 1 6,11405 7V C,<01'r r7/ Al -W Tri / A ce-T'WrAm t 11` LYw/s1 Avzw OW \ rrxWVrT rlut'SN of-'kntk � Typical II ,I r— I 121 r � PROFILE VIEW T W te:7 .9-( s UHF TEMPORARY SILTATION SUMP W/ RISER DETAIL Figurt 3-381 Placement Of Straw Bales For Channel Flow Seosonol Soil Protection Chorl t � 1 I _ Ditch I I t u 1 Slobitizotion I Il 1 e o e Proctice, Jon. Feb. Mor. Apr. Moy June July Aug Sepl Oct, Noy. Dec L_----- _ —_—_ J er a e --------------------------------- ---------- a a a a_ c .a. Permanent A—a'I r► 1 Seeding ---------------------------------- -- - - -- Dormont Seeding PLAN VIEW I 1 ------------------------------- Temporory C ^vim Seeding E- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -------------------------------------______ �\ Seeding TEMPORARY SILTING PIT FM • ////rI/rrr//r - 6 ( Perledic Cleann R ulred ) G00IeXtiie 0.25 SYD 1' Dla. Walistwd Gravel G - ad � �� QQ 4 0� pj a C . mac. 0 9 ems• o._oe M,khing c'fliif.7G>1� FUter Fabric U C ° °`' ,PdO� �° °------------------------------------------ - — y,�-sr.s�a�or e6 0 ce :0�ta dd 00 A • Kentucky Bluegrass 40 lbs/ocre, Creeping Red Fescue 40 :bs/bcre; ^d-r►t �*'*' 'i'�. t' 1/2' Wire Mesh a DO 60 plus 2 tons straw mulch/ocre, or odd Annual Ryegross 20 lbs/ocrt Baekflill 82 Kenlucky Bluegrass 60 IDs/ocre; Creeping Red Fescue 60 IDS/out J plus 2 Ions straw mulch/ocre,or odd Annual Ryegross 30 IDs/ocre. - Revisions and Dates: Designed by: `(/R r C • Spring Dais 3 bushel/ocre. sSTEp Top of Pavement D, Wheolor Rye 2 bushel/ocre. ro ec ,' ,-, Dv 1c �GQ(�tt o. E r Annual Ryegross 40 IDs rocre. (I Ib/1000 sa It.) S r v. u 2).e e Drawn by: tq NFo %4&h and Fabric to extend 1' bayond edge of inlet in all dlrOCOCHIs. F • Sod l SO441 STATE OF G I straw Mulch 2 tons/ocre. Checked by: (�NOtANFf Q•� Mid States Er CURB INLET PROTECTION a/I/. Irrigolion needed during, June. July, and/or Seplembtr. i p SU(��y�•�` 501 Congresslor (For inlets draining directly to creek) .e Irrigation needed for 2 to 3 weeks of)e? applying sod. Carmel I Approved by: ' Dace �tj�, 81 1o1c13 317-8 i Req'd . j 1 TYPICAL GATE VALVE a VALVE 80X G r a rlkslor backfill req'd. around bast - a barrel / 1 C Drain COnC, blt�c> k� Com pod -7 Hydrant shall meet local fire codes and Indianapolis Water Cowpony Specifications Kennedy, Dorling,or Mueller Acceptable LConc. collar If I not in paved ores C -I Valve box 6" Gate valve B" Main t6" hyd. branch HYDRANT DETAIL Placement And Con structlon Of A Synthetic Filter Barrier 1 sZ�r /1MrN Amo„cam f n r, ,- G'SC/rV.f re A /eR4C/.VO L WV A• li~ arsrreAe A Ati f l �! es sir ats r, 7MuA v- 77&- /It2rr5. ~Ice- 7b 77.1C WIAt -- e"'A A'40 14 v0 jrXrXVD /r le ? 774F 77t4+kf r. i OA/ v�A! w.. ✓ I I Ey- EVArION �y xTr ;. s+sa & o « 1 I �'1►'YS'f 77+N' itr,vr GNU ✓ATL•17 JP'L .