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Home My WebLink About025,026-93 Ponds West Details21 31 5 6 7 A ► g i C I D ► E I F I G ► H ► I i J ► K 2'MP, a iett than 10' N - T � ' 0 e O --Water Main to 3 d Note When lateral separation Is 10' or greater no vertical co clearonce Is needed. Sanitary Sewer 10' Min. 10' M' . Water cl "T 2' -0 Water Main c c Less than IB"or in Cc ses M 5 where water Is bel son. or co 0 Sanitary Sewer — 1 r Sanitary Sewer o p Class 150 meth. joint cast Iron pipe Cont. Collor Flexible coupling or adaptor Flexible coupling or adaptor Cont. Collar MIN. CROSSOVER B SEPARATION REQUIREMENTS FOR WATER MAINS B SANITARY SEWERS Coniroctior shod provide proper depth to oilaw sutable connection belween buildings and sewer Morker(Steel Ferre GROUND GR AnE ? slub'Contractor shall verify if basemerrls ore Post I required and pfovids suitable connections. / DISK OR OTHER STOPPER SEALED In PLACE 6" PIPE i / ALL PIPE EXCEPT RISER PIPE SHALL bit LAID TO A I UNIFORM GRADE OF AT LEAST I/S" PER FOOT. / UNLESS OTHERWISE NOTED ON THE PLANS. i RISER PIPE, WHERE REQUIRED, SHALL BE j LAID ON 4e' SLOPE. i � II PROPER CURVE SHALL BE USED FOR ALL ABRUPT CHANOES IN LINE AND GRADE LATERAL CONNECTION DETAIL J'min I Pia os c d co c' iI'PPovcmcn/, - A/0 TE The conk-oclor s o// be ow'o�e tfuf I'f the !op o1 the french is J4'ilhin 5 /'cc /�p /' 1A' proposed {rr!ur bock o/"curb /hof 9ronu/or dockf // sho// b ,cc Oce I hE CXC'o vo/ion�On�(017wgcled Oe" L70T {or svfh O/rOs. —n/s c/s/oncc :1•/// be CbrC '-e•o' o/ rono'crn inlervo/s dvr/n9 the Cons/r r/C/ion. ft/'S /nU17 _ 64 � See P l o r -s for Type of Casting 24 +.:. lyints (Ii'zinc.siing Rinsliar.) (66tr utl�ti�� Eccentric Cone en Concentric Cone N r; or Precast Cover Nccnah R-/000 C ------ (Cone Height 30"'1 36, NY' 5 o r 42 ) PSI PF (Concentric .bints per Core not ,'—ASTM C•443 - acceptable for Precast Monhole per -----_ Soniiory MHsJ A.S.T.M. C-478 4' 0„ I V t0 LL M o QlnvJfr( �'ea tl/IC Cfr� � � � r O p > Pipe lifickry2s 1/2 E o N I ' .� • ' O U f t Hook i Class "A" L6' #8 Crushed Stone �4 Bors E 6"O.C. BO Concrete Precasl Bolcom Orly) MANHOLE TYPE "C" SGP o e • �IIIGrG►G �..••.'; •. • ._� • ,' ... �rt 5i�ila>'� SGwIG� �nG�yG�'IG�f I SANITARY SEWER CONCRETE ENCASEMENT DETAIL SLOT 1 1'x2' Cutout 1'x3' Slots End of CMP to seated. OUTFALL PIPE — — CMP p 3 Filter Fabric / , • / /I E 7 LFT 1/2' m4L OP bar to be installed ihru /" 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. Geotextiie 0.25 SYD 1' Dia. Washed Gravel o ° ° FUte,r Fabric °d b o o 6 60 1/2' Wire Mesh , ob Oe e e e DI Backfi4 Top of Pavement Mesh and Fabric to extend 1' beyond edge of Wet in au directions. CURB INLET PROTECTION (For inlets draining directly to creek) -ins iQ"M�n %ynr000' C1_1 I1....v, _"'4k ground Adjustable type ' (Ty/oico� I valve b o x I /8 il9in. , I , t THRUST BLOCK Note: The contractor shall be aware that it the top of 7AA+'C' HiorV MOl-.� the french it within 5' of fhe pro oiled future S �m (/50 PST back of curb,lhol pronular bockllll shall be 4' ro " Q" /O" /2" /G" placed in the excavation and cornpacled per /. / F. 6 Q 6 D O.T. spocificatiorw for nxch areas. This /O. d /O. 2 B (d5 J distance will be checked at random intervals Existing Grourxi Une dunng conslruclion.O.S.H.A.requlotions shall preYoll. G (12f-1 % 0.3 O. if /. 3 c.0 2.9 .53 • H%'Sf er - H ► Width vanes based on ' Compacted the type of pipe material Compacled Backfill (MINIMUM) le' , �' Granular B depth of cover Consull the if 6" 'Ir II c2 ovER I:3 To Ie'. r Backfill engineer clearance on each side 1'6 To 12' of pipe is not sufficient. 1,12 To a' - v I N Compacted 4ZVON wo G1L SGronulor Elockfill nr A cv+r»zm s �- #B Crushed Stone _ (," Min PVC. _ 6" Min. PVC. 1 77 VfflT 7V r; Typical II —�I 24" 2 T . See Nola l • See Nola TYPICAL SEWER TRENCH TYPICAL SEWER TRENCH SECTION SECTION UNDER PAVEMENT SANITARY SEINER TRENCH DETAILS 2'MP, a iett than 10' N - T � ' 0 e O --Water Main to 3 d Note When lateral separation Is 10' or greater no vertical co clearonce Is needed. Sanitary Sewer 10' Min. 10' M' . Water cl "T 2' -0 Water Main c c Less than IB"or in Cc ses M 5 where water Is bel son. or co 0 Sanitary Sewer — 1 r Sanitary Sewer o p Class 150 meth. joint cast Iron pipe Cont. Collor Flexible coupling or adaptor Flexible coupling or adaptor Cont. Collar MIN. CROSSOVER B SEPARATION REQUIREMENTS FOR WATER MAINS B SANITARY SEWERS Coniroctior shod provide proper depth to oilaw sutable connection belween buildings and sewer Morker(Steel Ferre GROUND GR AnE ? slub'Contractor shall verify if basemerrls ore Post I required and pfovids suitable connections. / DISK OR OTHER STOPPER SEALED In PLACE 6" PIPE i / ALL PIPE EXCEPT RISER PIPE SHALL bit LAID TO A I UNIFORM GRADE OF AT LEAST I/S" PER FOOT. / UNLESS OTHERWISE NOTED ON THE PLANS. i RISER PIPE, WHERE REQUIRED, SHALL BE j LAID ON 4e' SLOPE. i � II PROPER CURVE SHALL BE USED FOR ALL ABRUPT CHANOES IN LINE AND GRADE LATERAL CONNECTION DETAIL J'min I Pia os c d co c' iI'PPovcmcn/, - A/0 TE The conk-oclor s o// be ow'o�e tfuf I'f the !op o1 the french is J4'ilhin 5 /'cc /�p /' 1A' proposed {rr!ur bock o/"curb /hof 9ronu/or dockf // sho// b ,cc Oce I hE CXC'o vo/ion�On�(017wgcled Oe" L70T {or svfh O/rOs. —n/s c/s/oncc :1•/// be CbrC '-e•o' o/ rono'crn inlervo/s dvr/n9 the Cons/r r/C/ion. ft/'S /nU17 _ 64 � See P l o r -s for Type of Casting 24 +.:. lyints (Ii'zinc.siing Rinsliar.) (66tr utl�ti�� Eccentric Cone en Concentric Cone N r; or Precast Cover Nccnah R-/000 C ------ (Cone Height 30"'1 36, NY' 5 o r 42 ) PSI PF (Concentric .bints per Core not ,'—ASTM C•443 - acceptable for Precast Monhole per -----_ Soniiory MHsJ A.S.T.M. C-478 4' 0„ I V t0 LL M o QlnvJfr( �'ea tl/IC Cfr� � � � r O p > Pipe lifickry2s 1/2 E o N I ' .� • ' O U f t Hook i Class "A" L6' #8 Crushed Stone �4 Bors E 6"O.C. BO Concrete Precasl Bolcom Orly) MANHOLE TYPE "C" SGP o e • �IIIGrG►G �..••.'; •. • ._� • ,' ... �rt 5i�ila>'� SGwIG� �nG�yG�'IG�f I SANITARY SEWER CONCRETE ENCASEMENT DETAIL SLOT 1 1'x2' Cutout 1'x3' Slots End of CMP to seated. OUTFALL PIPE — — CMP p 3 Filter Fabric / , • / /I E 7 LFT 1/2' m4L OP bar to be installed ihru /" 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. Geotextiie 0.25 SYD 1' Dia. Washed Gravel o ° ° FUte,r Fabric °d b o o 6 60 1/2' Wire Mesh , ob Oe e e e DI Backfi4 Top of Pavement Mesh and Fabric to extend 1' beyond edge of Wet in au directions. CURB INLET PROTECTION (For inlets draining directly to creek) -ins iQ"M�n %ynr000' C1_1 I1....v, _"'4k ground Adjustable type ' (Ty/oico� I valve b o x I /8 il9in. , I , t i Valve Size as Req'd . I i / Above /Mb/c irxrCC//tt crr// 0/'eo17rrQ,6a rryrurird W11h o aoi/ p-assurr rx o/ ?OOC 1-5 F .f finirnum. ?. P/oce /aoocr or p/os//c be/wean . I TYPICAL GATE VALVE & VALVE 80X Construction Of A Straw Bale Barrier TEMPORARY OUTLET STRUCTURE 'PLO 1 l (TYP.) Itl lrIQN4 ({ft►bt Tt}1rot�tK SUHr 4fAM THRUST BLOCK T/iBLE 7AA+'C' HiorV MOl-.� !-bh�b/c /1f�'z-Pofob/e S �m (/50 PST %a�fPrc�Jurn� 4' ro " Q" /O" /2" /G" /r' (90 % /. / F. 6 Q 6 7..5 /O. d /O. 2 B (d5 J 0.7 /.'e 2.5 d. O 57 73 G (12f-1 % 0.3 O. if /. 3 c.0 2.9 .53 i Valve Size as Req'd . I i / Above /Mb/c irxrCC//tt crr// 0/'eo17rrQ,6a rryrurird W11h o aoi/ p-assurr rx o/ ?OOC 1-5 F .f finirnum. ?. P/oce /aoocr or p/os//c be/wean . I TYPICAL GATE VALVE & VALVE 80X Construction Of A Straw Bale Barrier TEMPORARY OUTLET STRUCTURE 'PLO 1 l (TYP.) Itl lrIQN4 ({ft►bt Tt}1rot�tK SUHr 4fAM Seosonoi Soil Protection Chart DilChi - I I SlobilitoliDn I I I Proctice• Jon Feb. Mor. Apr. Moy June July Aug Sept. Oct. Nov. Dec Permonew A////l/////e •'1 r► Seeding ------------------------------------------ Dormonl 0-0. 8 , Seeding mPLAN VIEW Temporary C Seeding //I////* etes s•//rr/I//r//ho Seeding FTEMPORARY SILTING PIT (Periodic Clearing Required) Mulching A • Kentucky Sluegross 40lbs/ocre, Creeping Red Fescue 40:bs%ocre. Plus 2 tons show mulch/ocre, or odd Annuol Ryegross 201bs/ocrt 8 Kenlucky Bluegrass 60 lbs/ocre: Crttping Red Fescue 60 Ibs/ocr( plus 2 tons show mulch/ocre, or odd Annuol Ryegross 30 1b s, C . Spring pots 3 bushel/ocre. D . Wheol or Rye 2 bushel/acre. E • Annual Ryegross 40 lbs/ocre. (i Ib/1000 sa ft.) F • Sod G • Sirow Mulch 21ons/ocre. O/l/e Irrigolion needed during, Junt, July, and/or September, Of Irrigotlon needed for 2 to 3 weeks after opplying sod. G r a nuior backfill req'd. around bast Ek barrel Drain \ { Conc. blaCkZ C onc. pad Z Hydrant shall meet local fire codes and Indionopolis Water Company Specifications Kennedy, Dorling,or Mueller Acceptable - LConc. collar if r not in paved area ZC -I Valve box 6" Gate valve 8"Main 6" hyo. branch HYDRANT DETAIL Placenstnt And Construction Of A Synthetic Ftiter Barrier 1_Q"r eW1_T ^Ao 7AA+'C' HiorV Irt+oO at STLL4. rw S r v.. u Dc r. Drawn by: IIWACiAes 70 U/l�cOOE �� s I � II d•erir � r. T)MSU� Oa Date �Ij B, 1913 Scale. Job No.: 114-0522r 51 o' 52 ubc No.: Sheet No. • H%'Sf er - H TW/N/ 'Ir II � pl I I 4ZVON wo G1L vVA~7n'r' w nr A cv+r»zm s aW+�cu 1 77 VfflT 7V r; Typical II —�I 24" 2 T PROFILE VIEW Seosonoi Soil Protection Chart DilChi - I I SlobilitoliDn I I I Proctice• Jon Feb. Mor. Apr. Moy June July Aug Sept. Oct. Nov. Dec Permonew A////l/////e •'1 r► Seeding ------------------------------------------ Dormonl 0-0. 8 , Seeding mPLAN VIEW Temporary C Seeding //I////* etes s•//rr/I//r//ho Seeding FTEMPORARY SILTING PIT (Periodic Clearing Required) Mulching A • Kentucky Sluegross 40lbs/ocre, Creeping Red Fescue 40:bs%ocre. Plus 2 tons show mulch/ocre, or odd Annuol Ryegross 201bs/ocrt 8 Kenlucky Bluegrass 60 lbs/ocre: Crttping Red Fescue 60 Ibs/ocr( plus 2 tons show mulch/ocre, or odd Annuol Ryegross 30 1b s, C . Spring pots 3 bushel/ocre. D . Wheol or Rye 2 bushel/acre. E • Annual Ryegross 40 lbs/ocre. (i Ib/1000 sa ft.) F • Sod G • Sirow Mulch 21ons/ocre. O/l/e Irrigolion needed during, Junt, July, and/or September, Of Irrigotlon needed for 2 to 3 weeks after opplying sod. G r a nuior backfill req'd. around bast Ek barrel Drain \ { Conc. blaCkZ C onc. pad Z Hydrant shall meet local fire codes and Indionopolis Water Company Specifications Kennedy, Dorling,or Mueller Acceptable - LConc. collar if r not in paved area ZC -I Valve box 6" Gate valve 8"Main 6" hyo. branch HYDRANT DETAIL Placenstnt And Construction Of A Synthetic Ftiter Barrier 1_Q"r eW1_T ^Ao 2 SrA.W*ca O T-*� r, �" rte -err S r v.. u Dc r. Drawn by: IIWACiAes 70 U/l�cOOE �� s I � II d•erir � r. T)MSU� Oa Date �Ij B, 1913 Scale. Job No.: 114-0522r 51 o' 52 ubc No.: Sheet No. I rLrat• , � rr r�-.�.v r>� Figure 5-381 Plactnrnt Of Straw Balis For 37V 77Wµ,ms. I i P�•,tC/.Vi /Cv0 �.rnr•✓v rr• ,wre 'i 77VA 7?fd5,0r 1 i o I ► 1 - I� o a a a . O 13 C a' I I can &A' wA r PCU t ♦ c - rc,., I I I i I I 3 I I v y f Raw r I w'd�•tt nwn ran. t' / JL4�,4L rW 77"i,C.4',14(0 rAW s• ru ✓.e rro JO'L. . —I C � E1Eu/1 7-/0N N1►'•I�'f Tom' �!]-a'>• Revisions and Dates: Designed by: 1,60(/ G1STEq�O(/ Q� F4 y� N o• a SO441 3TATE OF /kolANli Q ��-e� ia��`'� Mid States Engineering, Inc. 501 Congressional Blvd., Suite 110 Carmel, IN 46032 317-843-5080 Titl e: DETAILS Z� 93 ro cc .. Ov I[ S r v.. u Dc r. Drawn by: Checked by: Approved by: Date �Ij B, 1913 Scale. Job No.: 114-0522r 51 o' 52 ubc No.: Sheet No.