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Home My WebLink About045-02.10i STEP 1:IXCAVAIE THE iitENqi a• �o«�) VER AL FACE / %� � �j/" IIi,I�,,i%;; ,. � /- �� ii, ,, �!/% i j/ ��, ,� .,� ' �/ , , ,,,�. ,,� ,' !�� j �� ',;i 'i i . %,:�� /// �� %K BALE � �. �� ? u�nTu STEP 2: P�� ^N s� srnnw BALES �X2 ��mx5an) SfAKES 9' TO 12' INTO iHE GROUI�. -� �„'`'�,��i��iii � �'�� , �� `' � �,��, �''" � � � �'i �� ; � � 4•�i0CIT1� ''�p�i,��i;��i�iNi��u�� I�'�'� '� , % �� ,� � �% TEP 4:BAq(Fll1 AND COI�ACT 1HE IXCAVAiED � S�L �'i��r� � �, ,, �� 't�,,, u�1, i ,�, -/ i�-/; �'�,,,�� r�l� i � � / % '�•�,,,; �.�, � ��i '� �%/ % '�.�,,, i�i �� .irr,l✓ �� V��li�� \ / i� � �•li�� I� �I� V A �i �,� ,�, iii{; �A / ��,� ��' % �//'"�� ' ,, , � � ''��,v � z� ��d �/�� i(a ,�, �,''" �j "'��ii `��.� i' '�< � i �, �� STEP 3: � -- ', ; � �,, , , , ,��. P� ; ,, ; , �,�: ,r � � , � - ' ��' � � � ' � <' �� % WEDGE L�SE STRAW �TYYEEN �-�j ��:.� S7AKED AND ENiRETI H BALES. �ND1NG N�2E OR _ STRAW BALE iWlt� �'�� I i I`�,1 SOIL COAIPACiED TO �n.�n , II � �t � �� P�r �PiNc RUNOFF �I!� � ' �iA �� (1 � �-_� _ "�`RSmUNi� -+�n ��T - �� -_ -��=-�i�= ��-��_��_..--� �i�-��- �airrr�a�cE i �-� � �=1 I 1-� � � 1. INSPECT STRAW BALE DAi�S AFTER EACH STQR�i EVENT, AND REAdOVE ANY SmI�IENT DEPOStTS PROMPTLY (TO INSURE AQEQUATE STORAGE VOLUME FOR THE NEXT RAIN), TAIC{NG CARE NOT TO UN�RI�INE THE ENTftENCHm BALES. 2. ALSO INSPECT PER�DICALLY FOR DE7ERI�tATiON OR D,4MAGE FRON CONSTRUCTIQN ACTMt1ES, AND REPAIR IMMEDIATELY. 3. AFfER THE COMRIBUf1NG DRAINAGE AREA HAS 4EEN STA�L.QfD, REMOVE ALL STRAW BALES AND SEDIMENT, BRING THE DISTURBED AREA TO GRADE, AND STABILIZE IT. EC-1 STRAW BALE BARRIER INSTALLATION EC-3C SCALE: NONE STEP 1: STEP 2. IXCAVAIE A 6' X 4" Q@' � FAS7EN FA�tIC TO STAKES AND BINtY 2� x e• �T1D►1 8' INTO 11� Tf�It�I STAKES = ' � _ NON-1YOYETI F�EAVY ; � _ � �rr Fae� % . I � iiJ , � ' //� . � � , �......., STEP 3: �=� - , ��yi '.% ��i� % i; -_ji � � % , DRNE STAKES IN TRENCH '''`� TO ATTATCH SILT FENCE s�r r� y COMPACTED S41L � �� `/ ;� 2" x 2° STAKE I �° INLET x ¢ � � NO GAPS IN BALES '-1 I I I I 1-I I I�;.-„- ;�� /i I I I-I I I-I I I, SiRAW BALES i�; �� -I I I,; I I I I I I_I I I'/, I I I I I I I- STt�ED W 1wo ;%� � I I I_� I 1�! I��) I I I � I(-' 2� STAKES PER BALE �== "- %= '-I I I-1! I/ I-I I 1-1 � //% / i! -I I 1-i I/ J� I I I-1 I 1- ,-, %� ,/ , //�;� '-illliil ! IIIIIII- t�nei � ��i��i��i��ii%%�� SECTION �-�.1 i i �� I I F=' I�NINTENANCE t. INSPECT THE SILT FENCE PERIODICAIJ_Y AND AF1'ER EACH STORM EVENT. 2. IF FENCE FABR� TEARS, STARTS TO DECONPOSE, OR IN HM( WAY BECOMES INEfFECT1VE, REPLACE THE AFFECTED PORTION IMMEDWTELY. 3. RE�dOVE DEP0.SfTED SEDIMENT WHEN IT RFACHES HALF THE HEK;FfT Of THE FENGE AT fTS LOWEST POINT OR IS CAUSING THE fABRIC TO BULGE 4. TAKE CARE TO AVOID UNDERA�INING THE FENCE DURING CLEAN OUT. 5. AFfER THE CONTRIBUIING DRAINAGE AREA NAS BEEN STABIUZED, REMOVE THE FENCE AND SEDIMEM DEP05tiS, BRING THE QISTURBED AREA TO GRN?E, ANd STABILIZE. EC-2 SILT FENCE BARRIER INSTALLATION EC-� SCALE: NONE �4 G� SIIT PROTECTION FOR DITC (NEENAH R-4342) GASi1NGS. FILTER FABRIC ) CA5TING �� VARIES -� a � � _ � 0 n � � 2'x2' OR 2'x4' NpOp POSTS OR STEEL FENCE POSTS INTERIOR RE1NFORCEAIENT YOVEN FlUER FABRIC. �IED TO ALL SIDES. NOTES: DIMEN�ONS OF BOX WILL VARY ACCORDING TP THE SIZE OF INIET AND DEPTH OF BASE. �IS BURIEO FABRIC � 7.5 FT. (MIN.) � FlLTER FABRIC ELEVATION t) V FABRIC DROP INLET PROTECTION EC-5A SCALE; NONE COIdPACiED SOIL TO PREVENT PIPING CURB INLET W/ GRATE �uwor� wn� wi �M�T. STAKKm SiRAW BALE � FlL1ERm WATER k 1 i. � II I�,� 'lii bl �� MAINTENANCE 1. INSPECT STRAW BAIE DAMS AfTER EACH STORI� EVEM, AND RELIOVE ANY SmIMENT DEPOS7fS PROAIPTLY (TO INSURE ADEQUATE STORAGE VOLU�IE FOR THE NEXT RAIN), TAfONG CARE NOT TO UNDERMINE THE EMRENCHED BALES. 2. ALSO INSPECT PERIODICALLY FOR DEfERIORATION OR DAMAGE FR01� C�NSTRUCTION ACTMiIES, AND REPAIR IMIAImIATELY. 3. AfTER THE CONTPoBUTING DRWNAGE AREA HAS BEEN STABILIZED, REMOVE ALL STRAW BALES AND SEDIMENT, BRING THE DISTURBED AREA TO GRADE, AND STABILQE ff. STRAW BALE CURB INLET BARRIER EC-SC SCALE: NONE CURB & GUTTER INLET� REVEIMENT RIPRAP �` fii .1 C � 2:1 24 IN. (I�AX.) V �-`�,V1! � �`,<:u'?rs. � :�r� AT CENTER MAINTENANCE: INSPECT CHECK DAMS AND iHE CHANNEL AFfER EACH ST�M EVENT, AND REPAIR ANY DAh1AGE IMMEDIATELY. IF SIGNIFICANT EROSI�I �CURS BETWEEN DAMS, INSTALL A RIPRAP UNER IN THAi PORTtON OF 1HE CHANNEL REMOVE SEDiMENT ACCUA�ULAiED BEHIND EACH DAM AS NEEDED TO MAINTAIN CHANNEL GAPA(�TY, TO ALLOW DRAINAGE TNRa1GH THE DAM, AND TO PREVENT U�RGE FL01MS FROM DISPLACING 5'EDIMENT. ADD ROG�( TO THE DAM,�S AS NEEDED TO MAINTAIN OESIGN HEfGHT AND CROSS SEC110N. WHEN THE DAMS ARE NO LON(�R NEDDED, REMOVE THE ROCft AND STABILIZE CHANNEL, U�NG AND EROSION-RESISTANT llNING IF NECESSARY. ROCK CHECK DAM �� - SCALE: NONE _��-----,_..-- Stabilization- -- --- -- --- -� --- -- -- --- -� --- - Proctice: JAN. FEB. MAR APR MAY JUN JUL. AUG SEP OCT NOV DEC ----------- -- --- -- --- -- --- -- --- --- -- Permanent l j J f� *�� - Seedin9--- � � - -- --- -- --- -- --- ' Dormant -- -- -- -- --- -- ', Seeding �, Temporary %I ��/ i Seeding ------------ -- --- -- --- -- --- -- --- --- -- --- -- Sodding ** 11 � � �j # Mulching A= KENTUGKY BLUEGRASS 40 lbs/acre: CREEPING RED FESCUE ^ 40 Ibs/acre; PLUS 2 TONS STRAW MULCH/ACRE, OR ADD ANNUAL RYEGRASS 20 Ibs/acre. B= KENTUCKY BLUEGRASS 60 Ibs/acre; CREEPING RED FESCUE , 60 Ibs/acre• PLUS 2 TONS STRAW MULCH/ACRE, OR ADD ANNUAL RYEGRASS 30 Ibs/acre. . G= SPRING OATS 3 BUSHEL/ACRE. D= WHEEf OR RYE 2 BUSHEL/ACRE E= ANNUAL RYEGRASS 40 Ibs/acre. (1 Ib/1400 sq. ft.) F = SOD G= STRAW MULCH 2 TONS/ACRE */1 j* = IRRIGATION NEEDED DURING JU�•: _, JULY, AND/OR SEPTEMBER. ** = IRRIGATION NEEDED FOR 2 TO 3 WEEKS AFTER APP�YING SOD. SEASONAL SOIL PROTECTIQN CHART EC-MA SCALE: NQNE � � �J�`�J. � WIRE MESH g�� NOTE: EXTEND RQCK DONUT � ��,� �, UNTIL TOP MEETS EXISTING CONCREfE BLOCK , `,`��- �, � ��'� c GRADE AT SAME HEIGHT GRAVEL FILTER � � �. SEDIMENT � � �� i .-1 , -� � �-� � �- � � � I - - � ; � FlLTER GRAVEL (1' � ' � � _ � ' ' I ' � � - MIN. THIq(NESS) � `� - � - _ � -I I � � i I � I =- �� 1.�, ,� �� , 24 IN. (NAX.) � �-I - - a y �,��%� i�� '�1 AT (�NTER � i ,_ ��\.�� (HEIGHT WILL VARI� � I- FlL1ER FABRIG �J, "�` ' •� `^ ;� �s� �°� � _-.(� J�� E FILTERED WATER CURB & GUTTER INLET #t STONE OR t. INSPECT THE DROP INLET PROTECTION AFTER EACH SfORA� EVENT, AND MAKE NEEDED REPAIRS IMMIEDIATELY. ��E �P-� 2. REMOVE SEDIMENf FR�I THE P�L ARE4 TO ENSURE ADEOUATE RUNOFf STORAGE FOR THE NEXT RAIN. 1. AFfER EACH STORM EVEM, REMOYE SEDIMENT AND REPLACE THE GRAVEL; REPLACE fEOTEXTILE fABR�C IF 3. WNEN THE CONTfiIBUTIN6 DRAINAGE AREA HAS BEEN STABILIZED, REI�OVE All BARRELS, CONSTRUCTION USED. MAINTENANCE: MATERIAL, AND SEaMENT AND DISPOSE OF PRQPERLY, GRADE THE DISTURBED AREA TO THE ELEVAl10N OF THE TOP 2 PERIODICALLY REMOYE SEDIMENT AND TRACKED-ON SOIL FROAI THE STREfT (NOT BY FWSHING) TO REDUCE 1. INSPECT THE S1FtUCR1RE AFfER EACH STORhI EVENT REMOVING SEDIMENT AND MAKING NEEDED OF THE INLET AND STABIL.QE THE SEDI�IENT LOAD ON THE DEVICE EC-3A - c -� REPAIRS IMI�EDIATELY. 3. INSPECT PERIODICAIlY FaR DAMAGE AND REPAIR, KEEP GRATES FREE OF DEBRIS. 2. WHEN THE CONTRfBUTING dRAINAGE AREA HAS BEEN STABIJZED, REIAOVE AND PR�ERLY DISPOSE � 4. WHEN THE COMRIBUTING DRAINA6E AREA HAS BEEN STABIL1Zm, REMOVE THE GRAVEL, WIRE WESH, AND ANY ANY UNSTABLE SEDIMENT AND CQNSTllCTI�V MATERIAL AND RE-STABILIZE. SEDI�IENT AND DISP03E OF THEM PROPERLY. WELDED WIRE INLET PROTECTION EC-4A BLOCK AND GRAVEL CURB INLEr BARRIER EC-6 GRAVEL END SECTION PROTECl10N SCALE: NONE SCAIE: NONE SCALE: NONE �8 RL1ER (�2AVEL (1' MIN. THI(�CNESS) 9�1 �, ��' 24 IN. (F,�AX.) �' c}`��j�� "11 AT CENTER. FlLTER FA�tIC ,� �� (HEIGHT WILL VARY) ��o. -a,�� #1 STONE OR RIP-RAP �AAINTENANCE: 1. IN�'ECT THE STRUCiURE AFTER EACH STORM EVENT RMOVING SEDIMENT AND MAKING NEEDED REPAIRS IM�AEDIATELY. 2. WHEN 1NE C�ITRIBUIING DRAINAGE AREA HAS BEEN STABtJZED, REMOVE AND PROPERLY DISPOSE OF ANY UNSTABLE SEDIAIENT AND CONSTUCTIINV MATERIAL AND RE-STABILIZE. GRAVEL QONUT IN�ET PROTECTION EC-4B SCALE: NONE SEAL CURB BOX � MEfAL BASKEf WITH � FILTER FABRIC CURB INLET �IARGE-HEADED NAIL. 4" MINIMUM DEPTH. IyWNTENANCE t. INSPECT PERIODICALLY AND AFTER EACFI STORM EYENT. 2. REAIOVE BUILT-UP SEDINENT AND f�PLACE GEOTEXTILE FABRIC AFTER EACH STORN EVENT. 3. PERIODICALLY REAIOYE SEDIMIENT AND TRACKED-ON SOIL FROt� THE STREET (NOT BY FLUSHIN6) TO REDUCE THE SEDIFAENT LOAD ON CURB INLET AIEASURES. BASKET CURB INLET PROTECTION SCALE: NONE I I � I r ��-_I �" B r Cr� � Br � Cr� B r. ' � \ / � SOILS MnP sr.a� F: �" = 3c��' Pre-construction actions Construction access Demolition Clearing and Grubbing Stripping Topsoil Rough Grading Surface Drainage Excavation Sanitary Sewer Excavation Storm Sewer Excavation Utility Excavation Water Gas Electric Finish Grading Topsoil Repiacement Landscaping -��- TENT,4TIVE SCHEDULE START DATE s-m-oz 6-01-02 6-01-02 NfA 6-08-02 6-08-02 6-15--02 N/A 6-29-02 NjA 8-02-02 8-16-02 8-23-02 DURATION (WEEKS) 1 1 2 1 3 2 3 3 2 3 *NOTE TO CONTRACTOR - SCHEDU�E PROVIDED PER AGENCY REQUIREMENTS MORE DEfAILED SCH�DULE TO BE PROVIDED BY CONTRACTOR. EROSION CONTROL SEQUENCE AND NOTES 1. Alt �osion control practices �all confarm to the specificQtions set forth by the °INDIANA HANDBOOK FOR EROSION CONTf2QL IN DEVELOPING AREAS Guidelines for Protecting Water Qual'�ty Through the Controi of Soil Erosion and �mentation on Construc6on 5ites' publishe�l by the Division of Soil Conservation, Indiann Deportment of Naturol Resources, October 1992. 2. Install perimeter silt fence and tree protection fencing os shown prior to land disturbing activi#ies. 3. Estabiish construction staging area in asphalt parking bt west of the existing buiiding. UtiGze north entrance drive and existing onsite drives for construction troffic and deliv�ies, �lointain existing pavemerd in clean condition throughout project. 4. Remove existing trees scheduled for relocotion ond store autside in 1.5 acre open area south of the construction site and north of the retention pond. 5. Complete demolition of existing curbs and pavements. 6. Install inlet protection measures at existing stortn structures os shown. 7. Strip topsoil in gross area to receive paving or buildng. Stockpile in locations shown and enclose with silt fence. 8. Complete earthwork for new pavement and buildng areas. Remove excess sal from the site. ►nstoll starm drainage piping and structures. 9. Install stone bose for paving � soon as practical after campleting earthworlc in each area of new poving. 10. Install curbs, walks, and pavement 11. Fnish grade lawn oreas and all areos disturbed by construction. Spread topsoil and seed lawn areas as soon as proctical as weott�er permits. 12. Transplorrt existing trees and install new trees. 13. Alaintain bwn oreas. Remove temoororv control me.asures as veaetat�nn ic Pc#nhl'�hPd PROJECT INFORMAl10N 1A. See Maps Sheet 1B. This is o proposed building and parking lot e�ansion for an existing o�ce building. The parcel is ts on +/- 10 acres. There will be selective demolition, asphalt pavement with concrete curb and gutter, enlosed storm sewers, swales, �d a building expans'wn. ihe costructan sequencing shall be as shown on the table on this sheet. Construction 5equence: (See Schedule of Land Disturbing Activities on this sheet) iC. Shown on plans 1D. Shown on plans tE. Land use of adjacent areas: North: Residential East Commercial/Office 5outh: Commercial/Office West: Residential TOPOGRAPHIC, DRAINAGE, AND GENERAL SITE FEATURES 2A. The site presently is an office building with parking lots, lawn �eas, landscape beds, and sidewalks. 26. Existing storm sewers presently drain the poved portions of the site. A portion of the site located along the west property line drains, via culvert, to the existing �bdivision to the west. 2C. There is no designated floodway or floodwoy finge associated with the site. 2D. A soils mc�p is shown on this Shee� 2E. Existing contours are shown. Proposed spot shots are shown on the grading and drninage plan. 2F. Stormwater wll discharge to on existing storm sewer system that drains to an existing retention pond locoted south of ttie site. 2G. The site will outlet into an existing retentiai pond which outlets to a ditch that flows to Y�Iliams Creek. 2H. The storm water �ains an existing retentian pond tocated south of the site. The pond is clay lined which eliminotes possbility for starmwater to enter the �oundwoter. ZI. �own on plans (AND DISTURBING ACTMTIES 3A. Shown on plans 3B. Shown on plans EROSION AND SEDIMENT CONTROL MEASURES 4A. See above (1B) 48. 5hown on detaas on Erosiai Control Detail Sheet a 4C. Shown on plans 4D. Shown on plans 4E. �own on plans 4f'. �own on plans 4G. Shown on plans 4H. Shown on plans M. Shown on plans 4J. lnclud� in Specifications. 4K. Shown on plans (installed under separate contract) �_M� EROSIC?N CONTR4L INFURMATIC�N SCALE: NONE TAC Submittal April 1, 2002 NOT Ft�R CONSTRUCTI�N