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HomeMy WebLinkAbout0933.97.2I itO;ION CONTROL, SEEDING LDI1T5 YROSION COIrtR01. SI;Dp'IG uYtts --. 5 %B' d'a. -eeer w-th yeno• cap '"al USE Jade- grovrC Se_a�eDry Electric VAMAL I VARIABLE W 4.0 I WErf ENGR :S 0012' set UPE - Underground P-ra-y E+ect -,r �z t - - - _ M G.S.R - MaNtOr County Surveyor 5 IEeco'ds - - - Fr Fir. - F,ni5- Flory - I Gs - J^.de,a-ov'•a GaS Line _ _. _ - -- ?LOLar • 9� _ - _ _ Xrm. - Elect' c Stepc_r voKege Transformer _ 3 _ - = ? c z - _ - - PWD - UtN y Poe -__ >>z_' z z - Z> Gonc. - .,Oro' ' E Z _ 3 5' VERTICAL DEPTH = Lgt - -5n. GA - Guy Anc�c- i ALONG SLOPES i - `_ - c:c -L _t_ _ _ -_ _ P.O.D. P«t of Beginning A C. A'r cling F - --- _ - - >.. - - G•. -V AD -..!„' ,+E -' 't _ - Z: Fria. - Found hst - Record Ins t' :_- ^wne -sh - _ _ -- -- -- - - - -a _ -- -- --- D. _ P" 1- PROPOSED RIP RAP PLACEMENT = : -: _- R /W' - R,gnt -of -way Rise' - Utility Rls MA-: groud) wow . A AE - Olverhead Orl8ary Electric Ped - elephone pe Get _D SE - Overhead Secondary E,ect-'c UT - Jederg'cund -- RIP -RAP SECTION - (10 PCJtIAI A TEMPORARY FEEDING MIXTURE 1% TEE AREAS WHERE STRIPPING OR FILL HAKE PEEN GRATED SHALL BE SEEDED FOR SILT - F1It RDWDWR PROTECTION AFTER. GRADING ALL CONSIPI'CTION AREAS ARE 70 BE f `-oS ;Qn `Or t✓"Q' A SWALE SEEDING SEED' AND FER'TUZE WITHIN CONSTRUCT'ON I Ctrow SO'E _Ce"Ie'tt 9: Sped AreO /I i'I LIMITS WITH 5. ACRE 'REDTOP GRASS. 20.'ACRE RYE ^ r- ji, GRASS <Os ACRE BLUEGRASS. 25. ACRE FESCUE' AND Strew BWE O.crenent O2 O CI"''A`E �`.EC :tv= 80Gt ACRE 12 -12 -12 FERrUZER t Co ,er".pOrory c�: n.•gpr ±; % or Flt a p: c Mcter cl 1 B CUT FILL SEED:NG (ALONG PAVET_' AREAS) SEED AND FERTIJZE ---- -_ nose rbe� A eek Estate WITH 25. ACRE 'FESCL'E'. 20s 'ACRE "RYE CRASS". 15• ACRE See Q''eG II _BLUEGRASS' AND 600. ACRE :2 -12 -72 FERTILIZER CUT /Pi -L SEEDING _,� t Fence � l 'h ectlon C SEEDED AREAS SHALL t.M'E A SUITABLE MULCH APPLIED FOR I (Tpr;pOr dry (y pr �rypnt,` v FvU!' � ' Or D,vers'o^ EROSION A,XO SILT CONTROL OL 1111CH MAY BE STRAW SiR£DDED I A Lot qL �`� t 1, Lot GO I i HARDWOOD OR EROSION CONTROL )(AT `Ct ~ /� - IC DEVELOPERS OPT10% CONSTRUCTION AREAS REQUIRING EROSION CONTROL MAY BF HYDRODEEDED I% ACCORDANCE WITY. ABOVE SEED I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I- - - - - - - - - - - - - - - - - - - - - - _"-_ _, _ _.�.- .��.. -_ _ - - � �- �✓ C.ItllitV Y ✓ral!18!�E ESmt.J -� - � � .� � * 1 7 Board 8 Board -� Pnvac Fence P ✓ If Privacy Fence +P C Pill c GA Pwp r: p Scale 1 =30 w 63° ' GENERAL NOTES. 1. It shall be the responsibility of each contractor to verily all &- isting utilities and conditions pe-toining to his phase of the work. It shall also be the Contractors responsibility to Contact the owners of the various utilities before wall is started The contractor shall notify In writing, the owners and /or the engineers of ony c"onges, errors or omissions found on these plans or in the field before work is started or resumed. 2. Standard specifications of the City of Carmel's Office sholl apply for a-; work and materiel within the Detention Eosem en t. The contractor sholl be responsible for obtoinrng air State, City and County permits. 4. The contractor shalt check with the engineer and /or architect prior to start of construction to verify dote of plans. 5. All contractors shall verify subsurface conditions prior to bidding. 6. Underground tiles not visible on the surface may exist Any tiles or storm sewer encountered during the construction of the proposed storm sewers, shall be tied to the storm system and"or detention area and shdrl be provided with positive drainage. 7. A temporary seeding mixture In the areas where stripping of fills hove beer groded shall be seeded for sift and erosion protection. See detail sheet for seeding specifications. B. Actual dimensions for the proposed house may differ from trose show,,. Ff,, cctuol building dimenSICns, see orchitecturol foundation plans from the Architect. 9. Based upon the United States Deportment of Agriculture - Soil Conservatior Service, Soil survey of Boone County. Indiana; The site currently has the following soils: M1182 - Miami Silty Cloy Loom CrA - Crosby Silt Loom 9. The Proposed location of the proposed focrli!ies was provided by t ,,e Arch,ieC' i 10- The Proposed Detention was designed for the proposed facilities and bockup ur•c the parking area and or ve will ocqur at times of heavy rains. T I E_ / 7 Board Privacy Fence � l i I I D3D �y -i ^ • l.'� r� 3 /c "'RAW BALE PLACEMENT OR FILTER FABRIC MATERr]2A, L i W 82G. 4.2 lj i v Lot 4 r L9` n ° j u •KNe w.y raq. T Ax . a all (•;� �- )"-C I Kau t- eo�o- 4n2 s -szoo I B NOTE. RELOCATE SwAIE TC TWIN ` K-C /� C1It t- B DNw382 -$$44 TIME °ROPOSEC 9EEMJE � � i 3, • �r � A P BkbA �S K c 1 J � G 3% G Pad 2 Working Days srPAV BALE ME Or'�SD R A' as- Enclosure PLC- N' .? / P`' OR FILTER FINE Fence 11, FA -*rATED;L_ .'� P?��C PM �� Witt- 4 Fen Before You Dig., INDIANA UNDERGROUND PROTECTION SERVICE INC. '�I l BALE PLACEMENT �_ 11 I' STRAW -� DR FILTER rAIPIC MATE AL i O�� 4� G 1� �1- �/ % �l'tJ.l l I �'1 AO `'�- -- - - 7> �1 Doubk oar Ji 636 _ _ 1. Fn Fir, 8 0.75 1 e3 / _ 1, I JF I f a;fe rr, _' / 1 1.'` ,1 I � � 1 Lot 3 I T'S TIDE I-A W" °.' �1 ' I = R 9.3 " 1� 1 �1� .• ; , PER INDIANA STATE LA\: IS -69 -:991, IT IS �• P 1 I � AGAINST THE LAW TC E<AVATE WITHOUT g 5 G F Do' Doors �% ti ' g I Fn. ` NOTIFYING C -J NG THE UNDERGROUND LOCATION SERVICE '{ ^C R �'� e � � 8, 75 I TWO c2> WORKING DAYS CO BEFL3PE MMENCING WORK It`s j I PR ' 1 II / S O^ .-. ✓ STRAW BALE PLACEMENT 12 1111 FILTER FABRIC MATERIAL 60 - - - - - - - h I _ - I ' AG Unit Gas rQ I ' 3 II o i Meter v 1 f �c \ ' S.>'� `,� Jet v 1, % o J V WD 11 CIPOST /FO OR L ' I OL ' I -!� i\ 60 � P /T t 3S ' B5,>FOG* STEEL � � � /�' 1 5" `X 10' MAX SPACING „ G E'.Fim) -6' MESH I > - tr r .3 SP MAX) fA$TL;lIED I STRAW BALE PL CED WPIE 1'AP � /� 1� Cii fllT[R FA IC . - PG7 S$ ULEES$�, < G "� �E WIRES. LAN r+OG .GS 'S 4L I PR .�Gp.M 5 / I / 4 -AC Unts FlLT�R FABRIC AALLONG c - �� In / Tc�BIB5 -' S / ` � LENGTH ((NO JOINTS) ?^ r Nv- -rS!` AG Unit 1 STAPLE OR wTRE TO FENCE h N J 1 Y 1 �i LLJ s I s'X4' TRENCH TO i C �1 I I / /I a p BACKFI�' [� % - 1€ M J FJ 1/ ! 9 *O- \ O 33 `�,' l.t O AND COMPACTED DOWN- L- v !R C ' 1 i ( I ;.V 611 V VPSLOPE SLOPE I+ i �• CF 5 % / r s/ O �--�� 9 0 K. v� Fn Fir, O I -' 7 t 1 II I '�St� R A�., / oa� iE W , I_ i 1 U RGP� S E /A`. 828 -7s v 3 i � � � R ^aM � � I Door � Pwp /L /T I i cor . ��1 I I j 0 1 G° t jA 0 V SL T FENCE SECTION W YordQ g EIeG 8 O dJ P y 1 Llgnt J TO i D Doi;, Meter a V (NO SCALE) Fn. Fir' 8 875 r 1. 5 A t° 3,a 'jOp Z04 3 0 W 6 "..a I Fn. Fir' 828.75 Prl -' file' SILTF CWG i u _I 1 all V EROSION CONTROL STATEMENT I THE SCOPE OF THE WORK IS TO REiSTABLIS'M VEGETATIVE COVER BY ' 1 M - 82524 RDP I '?cb 1 .° (R �\ /~ o SOILS "v "AF BASED UPON THE UNITED STATEQ -iE-:�ARTMENT OR AGRICULTURE - SO?L CONSERVATION SERVICE; SOIL SURVEY OF HAMILTON COLINTY, NDIA ^ ,IA THE SITE CURRENTLY HAS THE CrA CROSBY SILT LOAM MnB2 MIAMI SILTY CLAY LOAM 1, CO O/ C Q Err ee Se 'Se s Lot 2 Board vocy Fence SEEDING. EITHER PE ..EMPORA RMANENT RY, OR EROSION CONTRO TYPES, ARE S ARE TO BE SEEDEDAi R FIYtSM GRADING. ALL CONSTRUCTION O I I.� G� D wERGA G 3 2. PERMANENT AND TEMPORARY SEEDING SHALL BE IN ACCORNCE DA WITH P R ME DETAILS SPECIFICATIONS SHOWN. '[07 J. EROSION CONTROL SEEDING. AN INTERIM SEEDING TO BE APPLIED TO 5.:- "5`C I, �•\ - ' AL. CkST'RBE� AREAS AS SOON AS FINAL CPADING IS ES'ABLrSH[D STRAW 94LE PLACEME _-- IS AND APPLY S SHOWN M THE SPECIFICATIONS. (F TH15 SEEDING OR FILTER FAVIC ��, 1 \ ! IS APPLIED IMMEDIATELY UPON FINtSH GRADING, IT CAN SAVE sow aF p I Lift Station THE FURTHER SEEDING AND LENGTHEN THE DURATION BETWEEN THE •� \ 4' URB MAW TENANCF OF THE SIL TA 71OR TRAPS AND BARRIERS.) ' 52C T T r III J T I 1. IF GRADING OCCURS DURING DECEMBER. JANUARY OP FEBRUARY, REOU ED / \ ✓ DORMANT SEEDING PROCEDURES SHALL BE USED 17 IS IMPERATIVE IOC /AR ►L7-- ELEVATION 528.00 '� O THAT ALL SEDIMENT FILTERS AND TRAPS ARE IN PLACE PRIOR TO BALK EARTHWOViNG OR CLEARING OPERATIONS COMMENCE. I - \ r EXIST I FT Paved o 5 3. DURING DRY WEATHER, KEEP LAWNS WATERED WITH SPRINKLERS OR d ,o Ic OTHER APPROVED METHODS RESEED ANY AREAS NOT GERMINATING OR j / Inl - ---- -- ' DAMAGED AT INTERVALS S MAY BE REQUIRED ACCORDING To SEASONAL \ ,c\� TC: CONDITION AND /OR CONSTRUCTION ACTIVITY Ill GRASS AND EXECUTE - 'S `-' �J/ / NECESSARY WEEDING UNTIL FULL STAND OF GRASS MAS BEEN OBTAINED. IR�' �' ` �C['��0'y�\ \'\ / STATION v, 6. rF pUMnNG THE CONSTRUCTION PROCESS, THE CONTRACTOR IS ABLE TO \ CL I /I - \ / V ( KV MAINTAIN A 25� MINIMUM W CIH OF y[GETATIVE COVER AROUND 111E fry- • �' -� ,� /// P CURB ! A A\ a J PERIMETER OF THE CONSTRUCTION ACTIVITY, THIS WILL GREATLY REDUCE N, ' OR IN SOME CASES ELIMINATE THE REED FOR SOAK -SILTATION BARRIERS 1 _ Ql� e�p 0/, r _ RE EC - e 7 THE IMPLEMENTATION AND YAN7FNANLE OF THIS EROSION CONTRA PIMP IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR ANO /DR OWNER. I B. SHALL BE THE C ONRACTORS ANDIOR OWNERS R I °s PR�CN MINIMIZE SEDIMENTATION (FROM ON -SITE CONSTRUCTION ACTIVITY) FR OM � • aT BEING DEPOSITED ONTO ADJACENT PROPERTIES AND PECEIL6 STREAMS/ P ._ c [„° D .' � ! • \- °GR° C _A.. �S' r i C r. : _ EaGZCe ^I � ` \ \ \ J E DITCHES AV STRICT COMPLIANCE WITH 'RULE 5" (327 IAC 13 -3. CONSTRUCTION ACTIVITY STORMWUTER RUNOFF CONTROL). IT SMALL ALSO BE THE CONTRACTORS , ONM.Ip - 1 OR OWNERS RESPONSIBILITY TO OBTAIN ANY APPFOVA,S REOLARED FROM THE _ PO y s0 �_ °C _c. -i L _ �'. I T \ LOCAL AUTHORITY AND To SUBANT A COMPLETE NOTICE OF INTENT LETTER TO OP VM�� a„_- =E•„;r THE OFFICE OF WATER MANAGEAENT, INDIANA DEPARTMENT OF ENVRONENTAL O � Jx r/ \ C, \ �. 1 IANAOYMEN7 P1110R ?b ANY CON57RUC TION ACTIVITY. y IA . v • Ir'a~ hk PwP t Paved T TL SP _- PROP Tae of - 3 5 SETBACK Gas i TC: r• ^._- .. -�" ALOt. \i - CLAW ELEV 620.0' \ vaiv Juju Invt I I I I I c^,- _O C)� .0 S - - -- FFTY 0533 FEET Of RIP RAP r ON MP" So[ OF BM« • Water valve 1 Z11111001Z11111001111111 CORTROI 1C01fOL Slnl16 - TI--- i,�, l-1 iii_ J :,�A � �t9+^ _ _ _ = i � o' . •• � . • IE I Water X" Vy_ PROF` SE �,ATO�N� 15 I N-'��'RAD it M r�r Meter \\ 7 .°E�PcsE. G" AL L S_T ,EVE t * --- CX - '- inage Fire M drent - 'LANK - I; ,I!r �_ _ _ -__ �_ _ ` PROPOSED DITCH SECTION (KO SCALE) txI Sw °' �'f w/ TBM:82ro.52 �` 3 Water~ ` TAPER THC PROPOSED BOTTOM OF -�� ------ - '� ANI[L TO TYI[ � � Valve • ?- EXISTING DrTCM. - CLEAN EXISTING DITCH TO THE Headwall TWEET CULVERT LIPIDER 1121TM STR {[i, l l II � O _ 1� • ✓ aI I teel man s 1 I Lot I 1�Pwp w/ Tele Rear Box PF /T �_Corc. Meru. Fnd- STABJUZA7'ON JAM FES WAR. APR MAI ANNE JULY AUG SEPT. OCT NOV DEC PRACTICE PERMANENT SEEDING AcT -� -� TEMPOPARY C_ SEEDING E �� • / / //� /// /•� SODDING F • ° •/ //% /I / / / /!' MULCHING G A . KENTUCKY BLU_GRASS 40 LBS /ACRE, CREEPING RED FESCUE 40 LBS /ACRE. PLUS 2 TONS STRAW MULCH /ACRE. OR ADD ANNUAL RYEGRASS 20 LOS /ACRE B - KENTUCKY BLUEGRASS 60 LOS /ACRE; CREEPING RED FESCUE 60 LOS /ACRE PLUS 2 TONS STRAW MULCH /ACRE. OR ADD ANNUAL RYEGRASS 30 LOS /ACRE C - SPRING OATS 3 BUSHEL /ACRE D . WHEAT OR RYE 2 BUSHEL /ACRE E - ANNUAL RYEGRASS 40 LBS /ACRE F • SOD G - STRAW MULCH 2 TONS /ACRE -A /. IRRIGATION NEEDED DURING JUNE. JULY. AND /OR SEPTEMBER IRRKGATION NEEDED FOR 2 TO 3 WEEKS AFTER APPLVING SOC SEASONAL SOIL PROTECTION CHART (NO SCALE) - SOIL EROSION CONTROL SEQUENCE The following is a list in sequence of const•K,ctlon activities to control soil erosion: t• Contractor snot! install sediment traps and strow bole filters, as part Of initial phase of any work t0 insure - maximum silt retention on site. I 2. Mass grode the site (sides of swoles, mounds and ponds to be seeded and mulched immediately upon completion) I - Temporary seeding shall be required for all swoles and disturbed areas that cannot be final seeded within o time -period that will prevent slope erosion For temporary seeding, the contractor shad utilize c fast growing seed l of ether cots, annuol ryegross, wheat or rye depending I - on time of year. Disturbed areas shall be kept to o V� minimum at all times. 3. Contractor sholl control mud accumulation on oil streets surrounding project by installing stone surface at all - locations where construction traffic leaves the site. Dust shoal be kept to a minimum by utilizing sprinkling. Coicium Chloride, vegetative cover, spray on adhesives or I other approved methods 4. Mointair. all filters and traps during construction to prevent any blockages from occumulateci sediment. Additioncl seeding and straw boles may be required during construction as specified by Engineer I 5. Silt barriers shoH be installed at all storm inlets (including street inlets), and all drainage swoles as shown on plans. 6. All proposed street areas shah be paved as soon as possible after subgrade is prepared 7. All disturbed areas shall be seeded and mulched as specified. E. Contractor shalt maintain all temporory erosion control measures throughout the construction phase of this project and remove all temporary erosion and sediment controls only when there is o sufficient growth of ground Cover to prevent further erosion. j cFC _ QsV� E'7`:i ,k NOTE: THIS IS A DRAINAG No. E RECOMMENDATI �r No. FOR SITE DESIGN BY OTHERS, THIS SHEET .o sTATEOF M IS NOT TO BE USED FOR CONSTRUCTION 9 �NOIAM' r� OF THE FACILITIES' sa�oNAi- ALLAN H. WEIHE -REG P. Er. -IN 18827 FILE, 96122301 t / N °- N r�tJ__! ,-� m L �9 "0 a 0 N 64 Y W T_ o %a w 67 Z I:} v P.. To 0 Q N N C C J.� c O V C O j n J Q °A CL i C mm t� U s l� ry a Z zQl � ts7 U co o ro s a w W z a W A Z Z 11LI11� Z� W z° m a It >- ; W3 CIO J Q A C6 m m W x<C Z_ ogn t / N °- N r�tJ__! ,-� m L �9 "0 a 0 N 64 Y W T_ o %a w 67 Z I:} v P.. To 0 Q N N C C T NO. J.� c O V C O j n E Q CL i C 3 O O o l� C W ii t1C co o ro s T NO. Q) 4 _ C� o X j n @ LU Q O o CL tL T NO.