Loading...
HomeMy WebLinkAbout0815.93.9r, S , „ - _._. r-- .>Ef .. -... _....... _.. 1 A ST ST. - _ -- -_... ... ... - ------ ---- -- -_,.. " _� r _ _ CSO 1 11 1111 1 1 / 11 111 / 1,/� .. : ».. ".. ysw•.� _, SB� � � � = � � tr ARCHITECTS ...- .�.--- •w...:+.� b,..�'.- -°-�*! �.. � - -- - -A_ F'': : "„ G'... r/ i HITE ♦ '' ��.„ - w \ - ti: i -,,.,, 45' LF R{W LINE = iNCO11POa�fEo LMEND 451 HALF R/W LINE r ♦ e/i/////1/ ♦.. - O t 1 t - 1111N111111i1 /11111 ►11 ►11111 C+ 98 _ -11/11 ♦' t ,.,' __.. �.... ._.__. c Copyright h f t Site Pi'2D8T3tlOn • W HEEL WASH -AR Pro lid , erosiDQ and c_ diment contrnlS indicatari nn r.•.. /rrrrrr/rr/rrr//rr GL //r /IIIIrIr111 ♦ _ d f 2 - drawings o a ired to the standards, specificat onsy ARCHITECTS U � O 1li.irl °i111 11111 /1 <' ... g n s r s' r u' d a --" ` • _ - .01 `` Temucrary Gravel ,. a h r NE t - ,. ,' •- � � ,,, s- proc,.dures of the local, city and county agencies wh c eve INTERIOR DESIGNERS : _ Z - SF •: d _ f _ } Entianc.. /E..t has jurisdiction. TS M • ♦. _ a _ c 0 9100 Ke stone Cross in _.0_ Torsou (Salvage and v ( 2. Soil erosion control devices and practices will be �� .- _... _ ♦. . f ~ - Suite 600 --- r = Utilization) established immediate'l before any clearing, grading = `; f• - ''�� = `' ,�`. - r • �'' r '� Indianapolis, Indiana 46240 -. excavatin ftllin oryptherwise disturbin of natur 1 9 9 9 31� 848.7800 . -.._.. .,,, 41 Surface Stabilization terrain and immediately as required around all new / GL - *- h natural ...,.. ,..,..:. ." ♦- r. `• ! X... ... •,♦�` , � -% 11: all preserve U d SCOPE DRAWINGS - • ♦�� T 1 a ' d t i 0 n O d S m U C h a0$ n t 0 a s i b l e s These drawings indicate the general scope of r� r� construction. not 3.83 ss-- ss�♦♦��• ♦���, ♦��• 8'3 ♦+.� ��- ��•+ -►t+- `, �r ^t' .. __ 1 e. See g I S vegetation P the project in t f architectural design !�. r I �rtiorrr-� e e � concept, ' di f the - "- --'-""",- major archltecutral elements and tiheltYpe of All erosion and sediment control devises shall r em a i i n+ structural, mechanical, electrical eystsme The _ 111 111 r 11111 I pl : drawings d0 not necessarily indicate or des - t- r n 111 I --- - -- w• rlul c::in lace c e d u r i n the entire construction phase. s e. O n 1 t h s e cribs all work required for full performance and IL `; 11111�111111111111111111irrr ►� ► ► ►► t U P 9 P y completion of the requirements of the Con - - (Dili,�1I►r► , roq 11fIF111 ),1f111i1111J ',. controls and devices that are temporary in nature sh 1 1 be tract. On th. waste of he trade scope in- __. �, F dlcated a dsscriwsd, the trade contractor's - / , �" - _ ._..._. - - _...........,.. _,.._. -._ ♦ - - Y II furnish all items required for the moved or modified to allow progress of construction. Gaily exe eh on f the wortt•ProPer _.. , _ / execution and completion o e� \ -.�,, _� `1�i � �. +� ' � '',, 3.17 Erosion Control Blan- k_ � ECB inspections shall be made by the Contractor for 3 t ". -". ". -. ♦ .. 5 ., �................ .�..,. ,._. Jam- "- a- !- -......... �,....- ...._.... - -_. •--- ,..... �,.. ", �, ' - . l _ et (Surface- Applied) _ k • ,- ,. ," � "',�� , .,� effectiveness of erosion and sedimentation control m asures 2 _ ., `. + Z necessary repairs shall be performed without delay. Sit '-" � � ; '� �" , -�' %i - � � • • ♦�� The General Contractor shall be totally responsible or they �� _ �� Runoff Control and reco struction of all vice `. -\- .�►' .� care maintenance repair n e s,� .� � '71 Temporary Diversion �� , = 22 ; `4. \ • � _ ♦#4 .* U �- controls and eroded areas. aia. • (rj ♦ ? , , � '` , •, M '. �, ter,,, - - ,ei ' ♦s �♦ Q �' - 1 x ♦. .� 3, '1 p -rm.2- �- p �- 4. Land alteration which strips or disturbs the extsttn • \ ,, •�. ♦ a' � .,.,.L�...e..t Diversion U \ i r, - ♦� • r vegetation shall be done in a way that will minimize erosio` ' ,. - -� _ _ _ ��`♦ ♦ �.4 Outle!Prote-dons The duration of time which an area remains exposed s all be + i SB \ ,,� �D •', �.�� ,GL I kept to a practical minimum. The area shall be stab lized 89 I x I '; • .`� ♦� as quickly as practical. Temporary vegetation or mulching 1� • �, ;1 , � �, ��;.� �'< " ��t�` � ♦.♦ shall be used to protect exposed areas during develo ment. }$ _ ��• ��• - , _ Permanent and final vegetation or structural erosion contro �� �� _ ��.• ,��.� Temoornry Drop Inlet Protections ,devices shall be installed as soon as possible. `'' 1\ - D Inle 5 protection ed as ii _ r P 8 . _ �•`�� .`�� = �� Straw Bale o Straw bales and /or silt fencing r tectio shall be s �' •' _ indicated on the erosion control plan. If local 00 8 x4 ` _ P, ote ...on .0 :. ' S " �• •,� ordinance require their own details of erosion H : -1.1. If 1 1 141 11.1_. ..�L %j. `.. 10 I the At PROPOSED �. :t z 7 Sediment Trans and Barriers control /sediment devices, it is the responsibility o ♦ d " e l » .� 7 Contractor to provide the local required methods. at,�t�aiw rJ ; ` Y'., to 0.i? Temporary Sediment / o ���� 6 • All mud and dirt tracked or spilled 1 1 ed on site paved ar as, or S U t: .� Basin /// �� P P ;' +,� / /IIIIII��� on existing public or private roads, streets, or dr4 es mus tp y SB \ r ;, , .� be removed quickly and promptly. rn via \ \ 1 \ \ `i t, ' ? _ ; i.: Silt Fence ( Sediment i1 W N 3 o 'IT g� �CL J ;* y �a �\ .•,,,, 2 ���f • ♦ ♦�'♦ j ! odic ao seC.leme / Flow Design top width ---- �.a GL 1 � 1 � �i �' , } � (max • ♦ , ,� g in. freeboard ;r• ►t,t � , � ;� )1111= IIIJ�� ` 2: r + 4I� •µ� 1 ll�f /I `I - I Design depth ` T „4 � � .• .i, � r..• �.` � � ; _ ;Illft�',Ill �tlf1(_, r ii =1l'1 - :'il!f -iUll= lif'- = `i•�i•il- `. �, �,•�` / - - - = I -_ -____ l l - - ,h SB \ \ � . / IIIl= II IJI11 II!!,�`II _ = Ili_ -nlrr • ♦ 3 ♦ ,i I Hill- I l i I- ♦♦ J - - \ 4% ,, ;t •. • s, r` 50 ft. (min.) Exhibit 3.22 -B. Cross - section view of a permanent diversion. ♦ - \\ w -_ I � 4. 6 in. min. � l U. • • • ( )4 • I `► \ \ S 8 , ►� ►► • �required. Apron at zero grace LU 14 RC SB _ r - �'. µ f . ►► ►• ►� ► ►► 2 -3 in. coarse / Is a- - i = ECB :w..M ���4) ►�• ♦ O' - - '� A A A A � , s - _. , _.. f ` `\ -<_.._ ► ► ►► ► ►► I 12 ft. (min.) -- - - ■ n • °` � W b GL Geotextile fabric to stabilize foundation (especially im orant where wetness is anticipated) '` - r % d '"\, >•W.' 4,9 - - - `�� yF' � �' ►► ►►►► ►� � � { E TF 1 I GL xhlblt 3.01 -8. Plan of a temporary g ra vel construction entrance /exI t pad. 'tj " 11751 SOUTH DEVELOPMENT LINE EXISTING BUILDING ¢ ,EROSION CONTROL PLAN NCRTr 2 ft. > Design top width (min.' Flow 10% settlement -1 _u / •' " 2:1 (max.) 2:1 (max.) 4 in. freeboard Protected 18 in. (min.) =I I�I _ r llau a • -.' area , ill_. �lilllflll !III�I!',I111-i1111`Illll II(I,tl) I!II!irIr1111lfllllllfl�r 1ilit,ulnitllirl�tt111= Exhibit 3.21 -B. Cross - section view of a temporary diversion. Drop inlet with grate Ccmoac :ec soil_ revent piping 42 G2 Seciment•laden C G rt r.cff water Apron No Apron length = 111= - length - 0 I -clw� i overfatl No Filter fabric y overfa - �., ., -, - r++.•. -. �I dM =•'•. -•-r`� ��.�il I � -i - � )1111, - Imo_ 14 in. - -� lit Slope Compacted Flier fabric Filter fabric li!! =11 snit � - !1111III�illll cal= )1�1= 1►�1 ; =_ l>fII(min. _ III I llhlll_lll_ - �� ill-illl 'lit Wl bin. lilt( -�1 =u 8' 1n. :F- FF iI_III_ (min.)! ( = 1(f14' ;IIL =!I �• MA'S8!�l/'''�. .ilil- 9T11f11! I j=1I1 deep r " 11751 SOUTH DEVELOPMENT LINE EXISTING BUILDING ¢ ,EROSION CONTROL PLAN NCRTr 2 ft. > Design top width (min.' Flow 10% settlement -1 _u / •' " 2:1 (max.) 2:1 (max.) 4 in. freeboard Protected 18 in. (min.) =I I�I _ r llau a • -.' area , ill_. �lilllflll !III�I!',I111-i1111`Illll II(I,tl) I!II!irIr1111lfllllllfl�r 1ilit,ulnitllirl�tt111= Exhibit 3.21 -B. Cross - section view of a temporary diversion. Drop inlet with grate Ccmoac :ec soil_ revent piping 42 G2 Seciment•laden C G rt r.cff water I xhlblt 3.41 -B. Pipe outlet aprons for a channel (left) that Is not well defined and (right) thaF Is well de' - Staked Emergency spill- Flood pool straw bale way crest la +�a'• : � r Freeboar 1 ft. (min.) Perforated Fiterea riser t ft L . (min.) a..ii= =_r1� =111 = lllli., wa:er III I�,tl -thtl_ IIL- 11111= IiIii�IIIU•! ,, T -- �rlrihTi's- cll= liinti'i11 -? ,ilUl ~� Slope 5.1 (max.) _ - X11 t V ZUNI I Y MAP:- -� - - - �-- SOILS MAP: o e r: ���Un_ III, i i - 1 ;1,�'trl=llill ='I(I 'illll= l ;ll._ �' till - "t!'Ic'1111 11 19 t< �� r .i I ► i?IIi '' 11= ;Itll�l I ,n '1- fi_•nn� 17 l;i * + 1 I - - v v °ti -jrri . LI ( - a11.. 1 1 r Hand- compacted tit collar I 1 Br _ - I /i _ .r i�L ) , blocfiotation _ - ! MmCa j '' >c 2%r _ / 1► block and collar pipe Principal • W s way Cutoff trench _ ST E' ' j ti 1 ' 'rie'DO n Mml-I : wZ7ii FF s .sreu E I 21 22 1 , s•�= `� SITE to ST PIC _W ST L`- ■ 1 , cxuaaw tb1 Jr. M.S CARMEL to `'��� - ■ ,� i RIVER Ala 3) 32 ii a o iI ; �.• r 1� lrTZi !a y D St .. - 1 ^ t yr - - -- barrel wide, 2 ft. deep (min.) • ° / ( J' Staked straw bale I �f? (two stakes per bale) e Oc82 MmB^ I 1 we Exhibit 3.72 -8. Cross section of a temporary sediment basin principal spillway and e � -Am X Exhibit 3.54 -B. Oblique view of a properly Installed straw bale drop Inlet protection. Ma".3 - M B2 ♦ j MmC_ OcA @O ' 1 - _ Br Mm i M .�` I.. C.ca.ate the tre'.(h. 2. Place and stake Straw bates. f MmC2 2 _ 7 4 Mm62 r •\ �'••1 i '� we / / = -r Staled and fnlrenc tied �Stra.. Bale Con", Cr CrA CrA '-f Farm ..- o� Lem,{_' _ . I 8-ding Nlrr - L c - twine U _�}•!L`�l. !1 r l Compacted Sol' to IOLIZ - / 7 �. t ( Proven[ Pi I IU l�s �� '"nble _ / -/� -tP�tt{ _r -.-.I I I I I D1ny Mme` `V - rlo din �e �Fyr - - •+s" -1 - I II II i ' Sediment laden -6 1 c Mm82 c i • ° I tered Runoff Runoff _ �• 0° I W'e %� / - V III UI } UMMB2 Mm82 a L I - -- �- �RK -/ t �, I III 111 - I we St• ?.:a r «t 1� y • ,'f1.1 - - - -- ( - - I I 1 I �I _ TIr= _,II • MmA• at.TY,... ,i .I , t( nI�'� 4 - - - "- -' - 1- I I - I = - B2 - II m I - - `� M - .I �l I -- U - _. - .� .:, •} ., _ �)} .,� l , r _ .f(�; - iii = �IIII - III -� II - =lljj -- _- IiI- {= 1j�= ---,l� f, inn.! We - t -ri :" ��_•- - ,. M. J l•dgr loose '.lrav b1 I...•t• 1 I.1 111 111 c-i-t the S�r�• -- -33._ l.nll 75 4r,rV is, _ St � � i rr�; � -�• i- - •` ter `` G • {-.. We ^',:y v A�/��` ai�. i +re. , � \ MoC. - `T � !a7[r � � �O eA l � '1 'Q� •\ , ( .i B S . n -.,, " ie� 77 I °jG• w e •' 1 g'+ , ' -� h t .t DSt * 2 MCI �'�' MM, \G� Vii` uwter t 111� / /I, s r - - -- l •' - -- I ocA tie /J Pont, A sh.uld 1,e 11 )11 tl,J 0­t tl r Ii -Y Mm82 M p/_- 'I a ee *. We OcA ' we �' ( u Northwood Hi !s STRAW BALE INSTALLATION DETAIL • I TN' N 7 1 i ♦nrMwaa � I nA OcA L� �- I sl r5 St i � � lc•arcr Sx Oq � 1 I � rlii ks �a >h ! / / .X182 r OcA o d / Ge 3: (, Z � a D °z Z: J U W W U Un J Z a o� s L) w W > W z F= N CC N Olass' z Cl) r Apron No Apron length = 111= - length - 0 I -clw� i overfatl No Filter fabric y overfa - �., ., -, - r++.•. -. �I dM =•'•. -•-r`� ��.�il I � -i - � )1111, - Imo_ 14 in. - -� lit Slope Compacted Flier fabric Filter fabric I xhlblt 3.41 -B. Pipe outlet aprons for a channel (left) that Is not well defined and (right) thaF Is well de' - Staked Emergency spill- Flood pool straw bale way crest la +�a'• : � r Freeboar 1 ft. (min.) Perforated Fiterea riser t ft L . (min.) a..ii= =_r1� =111 = lllli., wa:er III I�,tl -thtl_ IIL- 11111= IiIii�IIIU•! ,, T -- �rlrihTi's- cll= liinti'i11 -? ,ilUl ~� Slope 5.1 (max.) _ - X11 t V ZUNI I Y MAP:- -� - - - �-- SOILS MAP: o e r: ���Un_ III, i i - 1 ;1,�'trl=llill ='I(I 'illll= l ;ll._ �' till - "t!'Ic'1111 11 19 t< �� r .i I ► i?IIi '' 11= ;Itll�l I ,n '1- fi_•nn� 17 l;i * + 1 I - - v v °ti -jrri . LI ( - a11.. 1 1 r Hand- compacted tit collar I 1 Br _ - I /i _ .r i�L ) , blocfiotation _ - ! MmCa j '' >c 2%r _ / 1► block and collar pipe Principal • W s way Cutoff trench _ ST E' ' j ti 1 ' 'rie'DO n Mml-I : wZ7ii FF s .sreu E I 21 22 1 , s•�= `� SITE to ST PIC _W ST L`- ■ 1 , cxuaaw tb1 Jr. M.S CARMEL to `'��� - ■ ,� i RIVER Ala 3) 32 ii a o iI ; �.• r 1� lrTZi !a y D St .. - 1 ^ t yr - - -- barrel wide, 2 ft. deep (min.) • ° / ( J' Staked straw bale I �f? (two stakes per bale) e Oc82 MmB^ I 1 we Exhibit 3.72 -8. Cross section of a temporary sediment basin principal spillway and e � -Am X Exhibit 3.54 -B. Oblique view of a properly Installed straw bale drop Inlet protection. Ma".3 - M B2 ♦ j MmC_ OcA @O ' 1 - _ Br Mm i M .�` I.. C.ca.ate the tre'.(h. 2. Place and stake Straw bates. f MmC2 2 _ 7 4 Mm62 r •\ �'••1 i '� we / / = -r Staled and fnlrenc tied �Stra.. Bale Con", Cr CrA CrA '-f Farm ..- o� Lem,{_' _ . I 8-ding Nlrr - L c - twine U _�}•!L`�l. !1 r l Compacted Sol' to IOLIZ - / 7 �. t ( Proven[ Pi I IU l�s �� '"nble _ / -/� -tP�tt{ _r -.-.I I I I I D1ny Mme` `V - rlo din �e �Fyr - - •+s" -1 - I II II i ' Sediment laden -6 1 c Mm82 c i • ° I tered Runoff Runoff _ �• 0° I W'e %� / - V III UI } UMMB2 Mm82 a L I - -- �- �RK -/ t �, I III 111 - I we St• ?.:a r «t 1� y • ,'f1.1 - - - -- ( - - I I 1 I �I _ TIr= _,II • MmA• at.TY,... ,i .I , t( nI�'� 4 - - - "- -' - 1- I I - I = - B2 - II m I - - `� M - .I �l I -- U - _. - .� .:, •} ., _ �)} .,� l , r _ .f(�; - iii = �IIII - III -� II - =lljj -- _- IiI- {= 1j�= ---,l� f, inn.! We - t -ri :" ��_•- - ,. M. J l•dgr loose '.lrav b1 I...•t• 1 I.1 111 111 c-i-t the S�r�• -- -33._ l.nll 75 4r,rV is, _ St � � i rr�; � -�• i- - •` ter `` G • {-.. We ^',:y v A�/��` ai�. i +re. , � \ MoC. - `T � !a7[r � � �O eA l � '1 'Q� •\ , ( .i B S . n -.,, " ie� 77 I °jG• w e •' 1 g'+ , ' -� h t .t DSt * 2 MCI �'�' MM, \G� Vii` uwter t 111� / /I, s r - - -- l •' - -- I ocA tie /J Pont, A sh.uld 1,e 11 )11 tl,J 0­t tl r Ii -Y Mm82 M p/_- 'I a ee *. We OcA ' we �' ( u Northwood Hi !s STRAW BALE INSTALLATION DETAIL • I TN' N 7 1 i ♦nrMwaa � I nA OcA L� �- I sl r5 St i � � lc•arcr Sx Oq � 1 I � rlii ks �a >h ! / / .X182 r OcA o d / Ge 3: (, Z � a D °z Z: J U W W U Un J Z a o� s L) w W > W z F= N CC N Olass' z Cl) r NOTE: THE ABOVE NUMBER, ABBREVIATIONS, AND APPROPRIATE DETAILS REFER TO GUIDLINES ESTABLISHED IN THE HANDBOOK FOR EROSION CONTROL • IN DEVELOPING AREAS PUBLISHED BY THE DIVISION OF SOIL CONSERVATION, INDIANA DEPARTMENT OF NATURAL RESOURCES. OF SHEETS FILE NO 92217 -A al / Support wire I Filter fabric y Post 18 in. Imo_ 14 in. - -� Slope Compacted deep (min.) li!! =11 snit � _ !1111III�illll cal= )1�1= 1►�1 ; =_ l>fII(min. _ III I llhlll_lll_ - �� ill-illl 'lit Wl bin. lilt( -�1 =u 8' 1n. :F- FF iI_III_ (min.)! ( = 1(f14' ;IIL =!I �• MA'S8!�l/'''�. .ilil- 9T11f11! I j=1I1 deep r , =11� =!II )Iflll= illflill illll Illy ����� ,�C,�sIER' O.,?1 � . > 1�4in. IIllt" V- trench with gravel v STATE O F 4 =AF� Exhibit ?.74 -E_ Detailed example of sltt fence Installation (showing flat -bottom and V- shaped trenches). •,•�n,DI ANP,*' \ A� CERTIFIED BY SHEET NO L107 NOTE: THE ABOVE NUMBER, ABBREVIATIONS, AND APPROPRIATE DETAILS REFER TO GUIDLINES ESTABLISHED IN THE HANDBOOK FOR EROSION CONTROL • IN DEVELOPING AREAS PUBLISHED BY THE DIVISION OF SOIL CONSERVATION, INDIANA DEPARTMENT OF NATURAL RESOURCES. OF SHEETS FILE NO 92217 -A al