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HomeMy WebLinkAboutC400III / C7 y I I .. .. - 1. �.;�:�=oar>= s..._a_.z._._._._<_..�•'.00 -=,'•••'•••' II■II�II�II■I�IIIIIIIIIV19111 1P�11�II �II�IIII ;;,^:;.;• .goo:.:a.:<,.:..::::...:.:.:.:.:.:...:.:.->->-_ �.. •\`'i1J .:._, IIIII�Ii�IIC �II01�__IIDll�lli `silll. - !1 _ 1�11�4°SI►/ III 12101111 *® JKill�, ■`°'_ II■II�; j � V-II■�■ ■■I■■��1■ • ,�•,\� 1=�' \T \ ®Illll.��.ht■_■I■■II 1�-f I Ir► �I.I ®I.I iii i obi ♦ poi Aoi � Div A' ,. ■■:- --��J I ■1�' '-'I ': `r ® �Ipiu��l II=11�11 IIII-ill► li� / tll��� ��II�II,�■rBt■■.,■t _ ■■■■■■IIII, ■II no JF - .II�IOL�Jllill■■� \� IIII■II■■a !��I IID_II_IIDII��-11�II■■ u I� __%iII�IIIIII1IIClll�ll�l_Ilimin �II�II�II�IIIII�iII\`;IIIIIIIIIIIIIIIIIIIIIIIIIII'Idlllllll� �I■II�ILIIrJ� I■■, - / - �/Q■�I I HOLLAND BUILDING - I (UNDER CONSTRUCTION)INFAI ail :: [II I■nl C71 Y •II II'"• " ��� IIYI I�Iltn ■ ■■��■■I■■I■Ii���l��1 �I■■ ■■ I�=.-. t7■1 pq 1■ 1100quo00 �IO��j�►O�■a �� Ill lill�� ---v - III Ti■� �, _ ,.V �� 1i: II ® d■`I OE ;.� ■IIIII° I� is! mom 12* C11 � I I I� ■■R� m ■■ E■, .I��I�1 ��I I111 I �' .: ■■ = .III' -,® �Ii 2implioll �IU i°�■ o (.. �I ■�,,��-■■ �■■ �■■ 'IF'ill I■� "� �■■ I■r1 III 11 •. BUILDING I■■I DRAINAGE MANHOLE cl .• . r.MON I■■I ■. 11 TOR 833.06� 101 ..1� on •• nIIIIIL` IS Go MIME MEN INV. SE AQUA SNNR DRAINAGE M i '_� �l�I I■I I\I LI I �■■■■cs�■rr■■rlrlri�ei■■■■r i■i 'Tt IY� gel (_-1 l��_ L.................■...1�1'� ©I�I��I�► j rlll:l�►��i■■■■. __ L:A���.■■■■■■■■■■■�i■■■■■■■■■■■■■■■■�T T.I■■■■■W■.'�■■mrn■■■. O I I' Y t. III • _.Y 11 , I e II 1` 1:.I I�1�. ■ h�- , I ■■ �*„ `Ir ■I LEI Ild Y Y Tom■ erra�� REP -. DRAINAII •� TOR f IIII h � .,� F I i�iLr n ■�- �� ��I ` I I I, '�" n yl�lllll� Y�IIIII t�sll� ii l ■I BALDWIN/CHAMBERS BUILDING (UNDER CONSTRUCTION) .■■■n■■■■■�lM COIR LOG PARK EAST GARAGE (UNDER CONSTRU TION) W. CURB 1 ET / TOR = 835. DRAT A E H TOR 83 .09 INV. N/ 831.57 INV. W = 825.93 t INV. = 826.45 / CU IN ) W TOR=85.1 INV. N = 3il I CURB IINLET TOR { 83 B29 W II9 \ II` 1 / INV. 829.42 DRAItAGE MH TOR - 834.96 INV. �1 = 832.01 / 15" CPP INV. W = 829.70 I �\Ikll I \ 4i4II S I I I I I I It I � � I I q I �( II INLET TOR } 83830. INV. $ = 830.87 I {. � L11Ltt77,1y��,yII 116, N EROSION CONTROL PLAN SCALE: V = 40' =NV. 834.75 J I �II � III DRAINAGE INL TOR = 887.0', INV. N&S= IS II 11 II �7 I�VOW F7 I T SILT FENCE NTo BUILDILDI NV BUILDING c,z" a (EXISTING) V RO LET // 3].36 827.40 827.3. 44 ACC - CURB INLET INV. S = 835.47 CU�6 INLET TOR 837.74 INV. 1`= 834.65 NV. S - 834.74 �1�0{p8�i�i19L INV.834.09 (((+++ S ITE�y° / c DRAINAGE MH.3 TOR - 83829. INV. E = 829.8 1 INV. W = 829.83 INV. SE = 832.35 36'�RCP 24_RGP S 12" FIC G=I�30 c I y.1NN 56 89.391) I \ CURB INLET TOR 5.88 _ W = 832 832 INV. W = .43 I 1 INAGE qH / y T - 838.64 4 - I NW&S 1= 87.13 f / Iy BEEHIVE INLET Q� TOR - 836.56 INV. W = 833.91 12" R P I�I.M \ � I I I II I \I l.. I URB1.08 \ TO IN>, t 8 Nt= 852.88 I� 12" tCP I I LET I D �s a0 I I I I I � I J II °63,Ild 831.3 883IN / z a I INLET 7�2 1" I Q c l " TOR = 838.18 INV. N = 832.58 831u 837,1 / I I l INV. E = 832.58 `/ INV. SW = 832�58 12 R AINA MH P n 12" RCP ° R = I V. N V__NE \z"e 37.4 82851 = 83 .61 \ INL�T TOR = 837,77 I V. N = 83 .01 HE = 832.52 IN I V. S 828. CUR IN ET I INV.)SW = 832.22 TO = 83 56 I / IIIpv, INV. N - 83 INV. N = 32 06 D.6\ IMF- RCP_ DRAINAGE MH TOR - 838.85 DRAINAGE MHO TOR = 838.27 INV. N - 834.22 I NV. N = 827.97 CURB INLET NV. W = 827.07 NV. S = 829.53 TOR = 83 42 INV. E = 827.13 INV. N = 829.85 INV. N = 835..00 INV. W = 827.97 F1 AT GRATE INLET INV. N TO = 838.38 & E = 833.9696 6" PVC No T•mdnYe Found CPR 99 I 1 I I I I I I I I I I BEEHIVE INLET TOR = 836.98 INV. S = 833.88 V. E = 835.68 I I INV. W = 832.85 TOR - 838.21 INV. N = 834.39 INV. S = 834.51 ehverity E N G I N E E R I N G 9229 Delegates Row, Suite 150 Indianapolis IN 46240 SESC REQUIREMENTS: 317.708.2075 www.enverityENG.com 1 ALL EROSION CONTROL PRACTICES SHALL BE IN ACCORDANCE WITH THE "INDIANA STORM WATER QUALITY MANUAL' AND THE SCS TIELD OFFICE TECHNICAL GUIDE". 2. THE EROSION CONTROL MEASURES INCLUDED IN THIS PLAN SHALL BE INSTALLED PRIOR TO INITIAL LAND DISTURBANCE ACTIVITIES OR AS SOON AS PRACTICAL. SEDIMENT SHALL BE PREVENTED FROM DISCHARGING FROM THE PROJECT SITE BY INSTALLING AND a c MAINTAINING SILT FENCE, STRAW BALES, SEDIMENT BASINS, ETC. AS SHOWN ON THIS PLAN. - 3. ALL ON SITE STORM DRAIN INLETS SHALL BE PROTECTED AGAINST SEDIMENTATION WITH STRAW BALES. FILTER FABRIC, OR EQUIVALENT BARRIERS AS SHOWN ON THIS PLAN. 4. EXCEPT AS PREVENTED BY INCLEMENT WEATHER CONDITIONS OR OTHER CIRCUMSTANCES BEYOND THE CONTROL OF THE CONTRACTORIDEVELOPER APPROPRIATE EROSION CONTROL PRACTICES WILL BE INITIATED WITHIN (7) SEVEN DAYS y: OF THE LAST LANE DISTURBING ACTIVITY AT THE SITE. THE SITE SHALL BE STABILIZED BY SEEDING, SODDING, MULCHING, COVERING, OR BY OTHER EQUIVALENT EROSION CONTROL MEASURES Engineer: 5. THIS EROSION CONTROL PLAN SHALL BE IMPLEMENTED ON ALL DISTURBED AREAS WITHIN THE CONSTRUCTION SITE. ALL MEASURES INVOLVING EROSION CONTROL PRACTICES SHALL BE INSTALLED UNDER THE GUIDANCE OF A QUALIFIED PERSONNEL EXPERIENCED IN EROSION CONTROL AND FOLLOWING THE PLANS AND SPECIFICATIONS ❑ INCLUDED HEREIN. 6. DURING THE PERIOD OF CONSTRUCTION ACTIVITY, ALL SEDIMENT BASINS AND OTHER EROSION CONTROL MEASURES SHALL BE MAINTAINED BY THE CONTRACTOR AT THE El^ COMPLETION OF CONSTRUCTION. THE CONTRACTOR SHALL COORDINATE THE U= TRANSFER OF REQUIRED MAINTENANCE RESPONSIBILITIES WITH THE OWNER. �} 7. PUBLIC OR PRIVATE ROADWAYS SHALL BE KEPT CLEARED OF ACCUMULATED SEDIMENT I BULK CLEARING OF ACCUMULATED SEDIMENT SHALL NOT INCLUDE FLUSHING THE AREA ��JJ WITH WATER. CLEARED SEDIMENT SHALL BE RETURNED TO THE POINT OF LIKELY ORIGIN OR OTHER SUITABLE LOCATION 8. THE CONTRACTOR SHALL CONTROL WASTES, GARBAGE, DEBRIS, WASTEWATER, AND OTHER SUBSTANCES ON THE SITE IN SUCH A WAY THAT THEY SHALL NOT BE KEY PLAN TRANSPORTED FROM THE SITE BY THE ACTION OF WINDS. STORM WATER RUNOFF. OR OTHER FORCES PROPER DISPOSAL OR MANAGEMENT OF ALL WASTES AND UNUSED OVERALL SITE "A" BUILDING MATERIALS APPROPRIATE TO THE NATURE OF THE WASTE OR MATERIAL IS SCALE NTS REQUIRED. PLAN NORTn 9. ALL EROSION CONTROL MEASURES INDICATED SHALL BE MAINTAINED BY THE Developer: CONTRACTOR ON BEHALF OF THE OWNER. ADDITIONAL EROSION CONTROL MEASURES P E C R MAY BE REQUIRED AS DIRECTED BY THE CONTRACTOR'S SITE INSPECTOR OR BY THE CITY OF CARMEL. RESPONSIBLE PERSON: DEVELOPMENT CO. FOR IMPLEMENTING EROSION CONTROL PRACTICES: Project: STEVE WARNE SIGNATURE CONSTRUCTION ONE PEDCOR SQUARE 720 3RD AVENUE S.W. CARMEL, IN 46032 CN PH: 317-753-3169 EROSION CONTROL LEGEND INLET SILT PROTECTION (SEE DETAIL ON SHEET C401) SILT FENCE (SEE DETAIL ON SHEET C401) CONCRETE WASHOUT (SEE DETAIL ON SHEET C401) TEMP. SEEDING WI MULCH APPLIED (SEE DETAIL ON SHEET C401) O TEMPORARY CONSTRUCTION ENTRANCE (SEE DETAIL ON SHEET C401) EROSION CONTROL BLANKET (SEE DETAIL ON SHEET C401) INDICATES CONSTRUCTION FENCING (BY OTHERS) - -- INSTALLATION SEQUENCE: 1. INSTALL TEMPORARY CONSTRUCTION ENTRANCES, SILT FENCE 2. INSTALL INLET PROTECTION OF EX. INLETS 3. STRIP TOPSOIL AND STORE IN APPROVED AREA 4. ROUGH GRADE SITE 5. TEMPORARY SEEDING 6. INSTALL STORM SEWERS 7. INSTALL INLET PROTECTION OF NEW STRUCTURES 8. FINAL GRADING AND PAVING 9. PERMANENT SEEDING 10. REMOVE TEMPORARY EROSION CONTROL MEASURES AFTER EXPOSED SOIL IS STABILIZED BY PERMANENT SEEDING ALL DISTURBED AREAS THAT ARE LEFT UNSTABILIZED FOR 7 DAYS SHALL RECEIVE SEED AND MULCH. NOTE: ALL CASTINGS SHALL BE LABELED "DUMP NO WASTE - DRAINS TO WATERWAY" a0 O -0 /�'� `v W Z LLI In CM J Cn J 0 a; E �aa � � W a =o Q10 co 0 COPYRIGHT & OWNERSHIP OF DOCUMENTS THIS DOCUMENTS AN INSTRUMENT OF SERVICES AND B THE SOLE INFORMATION IIUTOR rO OTHER PAR PARTIES IS NOT m BECONSTRUEDAS NATION CONTAINEDH HEREIN CONSTIUTESSALL THE AND PEOCOR DESIGN GROUP LLCC N'O PART OR WHOLE OFPUBLISHED WORK OF THE ARHECT, AMES R. STUFTHIS DESIGN. THESE -INGS, OR THE RESULTING BUILDING OR BLIMINGS, OR PORTION—BE DUPLICATRFCOPTHEIEDWEXHRESULTISITEING DDSTRBH'OTOGRPPHE., PUBLISNIIRIUILDINISIAYHEDD. sPUG'Tmwn Nov' DCORD scGNG 1-ULc,®co YRIGHTW15 R. CONSTRUCTION DOCUMENTS Set Issue Date I Sheet Issue Date 01/0B,,, Drawn By Checked By DBH DBH Last Revision Date Sheet Title: Erosion Control Plan Sheet Number: 7 C400 ~ Know what's below. Call before you dig.