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Home My WebLink About024-98.11�� °"^w,�,*� �. � ,,,.,� � �� ,,: :� I' _ F , , S � i° � ff k . }i fl. :3 r _. r ;i q s;` t t t . �� i L .. `,�; }t :; ; f{ � � t � t i i� :t i :�: t� � k 1i � �t � ? f i % 1 �, } �� ±`. �; � _� fi a� ; ,� : . �� r� �l � � t ,°: z , �± ; t ; ;� � r ..-' �` t f :� � �... 1� f } � iE._ fI ' i �;i � ��z � � S i�, s # , , r ; ; �;z € '' �� ', � i :� , ! � .,. , . . : � , _, ,, ,,y � � :. , �^ 1..��. ,yW,..�� Q40n .�,� \ °��_��, � �-. , �� , .�;, � �� ` •,� '�.... } `� ��,."": _ . �,� . '.,. � . •., �•. �, '�;�. �, �..,, ._,.�� ; �,. � , . • ,_ CrA ._. . ,, , , � '' � '�• �� ., � ,, � ,�, ' i� , , � ' ., = .,� „�.,...._.,,�.. �..__�° .•l � � �` s�;� _ . w..,. .�..�, ,.�,_ ^: \ � �� '� `�' _. _ . . . w.. � _ , , ,_ ; ; �.,°�. ...,: . ,, ,, ..,_ ,� � 3 .. , . W G '� �" � _ ��... .._M � �. � < .,,,,� ,. ,< • � .�. ,...,�..,,�,,, . .. �..�., , ... . ,,. :.x ::: . .: - . ........ � � r. .... . , . ` ,.....�. ......._ ., ,.. ...... . . . ,... ....... ..� .. . 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J . ..; .��,. : < . , . , . _ ,-- . _ _ , _ � � � �'\ \ ` G � , ��. �.,� ; � ; . `�. � <�� , � .:, �� ..,. ., \ � � J, , { � �,, ¢ ...� . . .. �... �. �:„. . f ' � � �, ' , . ��.„,.. �.....�.`'', . `,,2 �, t 2 1� � �', I s � � ..�� .., , • , ..�-. � . ......�.. ... ; .. .,, .�`. ... �.�.... .�...� i `"^...�. \ ......, i G r =;. . . - , . ., , . � ' ., . � - ,'. , ;' �. ... ... , .. ___. . . . , . p .. � -� ... K .% � � �� .„, ,. . ,. .. EROSI�N CONTROL NOTES: 1. ALL EROSION AND SEDIMENT CONTROL WORK SHALL CONFORM TO THE STANDARDS, SPECIFICATIONS AND PROCEDURES OF THE CITY, COUNTY, OR OTHER GOVERNING AGENCIES, WHICHEVER HAS JURISDICTION. 2. SOIL EROSION CONTROL DEVICES AND PRACTICES WILL BE ESTAB�ISHED IMMEDIATELY BEFORE ANY CLEANING, GRADING, EXCAVATING, FILLING OR OTHERWISE DISTURBING OF NATURAL TERRAIN. THE CONTRACTOR SHALI PRESERVE THE NATURAL VEGETATION AS MUCH AS POSSIBLE. 3. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL REMAIN IN PLACE DURING THE ENTIRE CONSTRUCTION PHASE. ONLY THOSE CONTROLS AND DEVICES THAT ARE TEMPORARY IN NATURE SHALL BE REMOVED OR MODIFIED TO ALLOW PROGRESS OF CONSTRUCTION. DAILY INSPECTIONS MUST BE MADE BY THE CONTRACTOR FOR EFFECTIVENESS OF THE EROSION AND SE�IMENT CONTROL DEVICES. NECESSARY REPAIRS OR REPLACEMENT MUST BE MADE WITHOUT DELAY. THE CONTRACTOR SHALL BE RESPONSfBLE FOR THE CARE, MAINTENANCE REPAIR AND RECONSTRUCTION OF ALL DEVICES, CONTROLS AND ERODED AREAS. IF THE CONTRACT IS GIVEN TO THE EXCAVATING CONTRACTOR OR A SUBCONTRACTOR AND THEY FAIL TO CARE, AND REPAIR ALL DAMAGE TO THE EROSION CONTROL DEVICES, THEN THE GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR THIS WORK AND ANY DAMAGE THAT MAY HAVE OCCURRED. 4. FINAL OR TEMPORARY SEEDING AND OR SODDING MUST BE DONE IMMEDIATELY AS DIRECTED BY THE LANDSCAPE PLAN, EROSION CONTROL PLAN AND OR GRADING/DRAINAGE P�AN. 5. STRAW BALES, SIt�T FENCING AND OR GRAVEL PROTECTION � SHALL BE USED AS INDICATED ON PLANS. IF LOCAL OROINANCE DICTATE ALTERNATE EROSION CONTROL DEVICES AND DETAILS, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO USE THE REQUIRED LOCA� DEVICES. 6. A�� MUD, DIRT OR GRAVEL SPILLED, TRACKED OR DUMPED ON PUBLIC OR PRIVATE STREETS, ROADS, DRIVEWAYS OR SIDEWALKS, THE CONTRACTOR MUST REMOVE QUICKLY AND PROMPTLY. 7. IMMEDIATELY AFfER SEEDING, MULCH ALL SEEDE� AREAS WITH UNWEATHERED STRAW SPREAD UNIFORM�Y AT THE RATE OF TWO TONS PER ACRE OR 100 POUNDS PER 1,000 SQUARE FEET. THIS MULCH SHOULD BE ANCHORED WITH A DISC-TYPE ANCHORING TOOL AND OR APPROVED TACKIFIER. IF ALLOWED, A WOOD CELLULOSE FIBER MULCH (HYDROMULCH) AND APPROVED TACKIFIER MAY BE USED IN LIEU OF STRAW MULCH. ALL METHODS MUST MEET A�L THE LOCAL OR CITY REQUIREMENTS. 8. ALL EXCAVATED AREAS TO BE SEEDED OR SODDED AFTER FINAL GRADING UNLESS OTHERWISE NOTED. SEE LAND- SCAPE PLAN AND EROSION CONTROL PLAN FOR DIRECTION AND VERIFICATION. 9. IT IS THE RESPONSIBI�ITY OF THE CONTRACTOR TO INSPECT EACH DAY AND F2EMOVE ALL MUD, DIRT, GRAVEL AND LOOSE MATERIALS TRACKED, DUMPED, SPILLED OR WIND BLOWN FROM THE SITE ONTO OTHER SITES, RIGHT OF WAYS, PUBLIC OR PRIVATE STREETS OR ROADS, DRIVEWAYS, YARDS, OR SIDEWALKS. THE CONTRACTOR SHALI REDUCE THE AIR- BORN DUST DURING THE ENTIRE CONSTRUCTION SCHEDULE. WATER MAY BE USED AS A REDUCER. 10. SEE GENERAL NOTES FOR ADDITONAL REQUIREMENTS ...... . , .. � �. � ., .,, , , � r_-�.Y __ , .__ � � �;� i .a-�'y�~y~„--I "` -�.,` � . \..'. �3 �� . /�'� . ..,\...� � / '��,.� � ..'� � ,_ ,_ � � � ,1 _ _ _ . � , 2 , 2 ., . _ �► . .. '�., ,, �i.:; t . , � . � � . .� � �.. ___...,,�._ . , _ .. �,, , , . ` ,i "w.i ....._ .. .�� :i �..- -... 3 ,. ; ,..,.., ,. .. , � w ` .._� � � � . ,�., ,. ..._ . � ;._ ,, _.w,.' , : ; - , .• , � .. :: ... �, �... ,° :.. . . _ __. , � _ �.,,�.- ... .. ,, , , ..._.._. . t. � --' : , _ ` `, \ ,.. _. . , t f...._.. _ : . , _� � ..y. , .. � _ ,._ �. _. �. � �. � _� , t� , , G . . � . : � � � � � ��. � � ��°► sF _.. �� _ _ _._. ._ .� __. _ _ y..:.. � w �� . ��- � __ � . M� �.... �. : �� w _.� .� � �. µ�� PLAN VIEW _ - -"�C � _.�� ,` - PEA STONE FILTER MATERIAL A �CURB & GUTTER INLET PEA STONE FILTER MATERIAL FINISHED PVMT. BURLAP WRAPPING MIN. OF 6�� STONE --� SECTION A-A INLET PROTECTION DETAIL AFTER PAVEMENT PLACEMENT NTS � 5�� P�g�\c � , -= � � � z" ro 3" couRSE AGGREGATE , �n`'' 6" MIN. �? GEOTEXTILE FABRIC T� STABILIZE FOUNDATION TEMPORARY GRAVEL CONSTRUCTION ENTRANCE NTS i i /2"x > > /2"x 24" �oN� � WOOD LATH TO SECURE TO STAKES °r 36" EIDE NON-WGVE�� POLYPROPYLENE GEGTEX FABRIC o � (4.5 OZ�S.Q YARD} � �- MAINTAIN BY REMOVING w DOWN SLOPE Q ACCUMU�4TED SILT > CUT CONTINUOUS TRENCH, 6° � " TO 8" DEEP & INSERT LOOSE - i=111=111=111= � END OF FABRIC, BACKFILL ��=II�Ii-1II�I�-1II `':_, W/ EXCAVATED MATERIAL & �-I I 1=1 I 1=1 I 1=1 I I-1 I 1= -I � ��II��?�II-111 II-1I1= COMPACT ''-I I i-I I I-I I 1= � i i '=I I I� I I� I I I C=- ''I-111= IIHtI 2"X 2"X 36" LONG HARDWOOD �II�T -11�- STAKES W/ ONE END jlll�l =�111� �HAPPENED &SPACED 5'-0" O.C. � I i-1 I 1- I J -�ii-i�, SILT FENCE DETAIL ___.� NTS : , �w ��u� �„�.�. .w..._ _ � . �.. � ..� _.�.- ,._ . : ,. .:M �,: :� � :�� 2X2 WOOD STAK� -� STRAW BALE� GRATE KEY NOTE/ LEGEND: O 3 6 � CURB INLET WITH FI�TER FABRIC & GRAVEL. SEE DETAIL 1 /C 104. O SB 3.54 STRAW BALE EROSION CONTROL AROUND STRUCTURE. SEE DETAIL 4/C 104. SF SI�T FENCING (SEDIMENT FENCE). SEE DETAIL 3/C104 3.74 GL GRADING LIMIT � � � O3 � O Q O Q TEMPORARY GRAVEL. SEE DETAIL 2/C 104. Br,CrA MmB2 SOIL TYPE TEMPORARY SEEDING MARCH 1 TO MAY 15: OATS � 3 BUSHELSf ACRE APRIL 1 TO AUGUST 30: ANNUAL RYEGRASS � 2 BUSHELS/ACRE JULY 20 TO OCTOBER 15: WHEAT � 2 BUSHEI.S/ACRE PROVIDE IRRIGATION FOR TEMPORARY SEEDING FROM JUNE 1 THRU AUGUST 31. INSTALLATION SEQUENCE t. INSTA�L SOIL EROSION FENCES, STONE ENTRANCES, TREE PROTECTION, AND EXISTING INLET PROTECTION. 2. INSTALI� UNDERGROUND UTI�ITIES AND INLET PROTECTION DEVICES 3. SITE GRADING ANO TERMPORARY SEEDING 4. PARKING LOT CONSTRUCTION S. FINAL GRADING, TOPSOIL AND PERMANENT SEEDING 6. REMOVE TEMPORARY SOIL EROS►ON MEASURES PROJECT NOTES: 1. NARRATIVE: THE PROJECT IS CONSTRUCTION OF NEW OFFICE BUILDING AND PARKING LOT ON PARCE� "D" OF THE "MERIDIAN AT THE INTERSTATE" DEVE�OPMENT 2. SEE DETAILS, THIS SHEET, FOR ALL THE EROSION CONTROL DEVICES REDUIRED FOR THIS PROJECT. 3. SEE tJ�,NDSCAPE PLAN FOR ALL PERMANENT SEEDED AND SODDED AREAS. 4. NO NEW POTENTIAL GROUNDWATER RECHARGE AREAS ARE ANTICIPATED. 5. THEREE ARE NO EXISiING WETLANDS OR WATER COURSES ON OR ADJACENT TO THE SITE. 6. NO EXISTING FLOOD PLAIN OR HYDRIC SOI�S ON SITE 7. RECEIVING WATERS ARE THE "MERIDIAN AT THE INTERSTATE" STORM SEWER AND DETENTION POND SYSTEM. 8. SEE "EROSION CONTROL SEQUENCING AND MAINTEPIAN�E SCHEDULE" THiS SHEET, FOR MONITORING AND MAINTENANCE REQUIREMENTS. 9• SEE C100 FOR SOIL MAP. 10. NO QN SITE S01� STOCKPILING PROPOSED. �''�� I IIT� t � � . � � � � ° � �� I =11i II ' ( COMPACTED '�= i ° � - - I SUBSOIL---'��= o . STORM INLET � STRUCTURE . NOTE: STRAW BALES TO BE STAKED-2 STAKES PER BALE M�N.-4 BALES PER STRUCTi_�RE BOUND W�WIRE SECTION A PLAN INLET SEDIMENT FILTER DETAIL 4 �, NTS 'DON'T DIG BLIND 'IT' S T�tE LAW' ,�. �..�� ,� � GaN 1-800-382-5��:�1 2 Workmg DayS Before You D�g C;SOArchitects Engineers�lnteriors 9100 Ktystone Crossing Suite 200 indianapolis, Indiona 46240 317.848.7800 FAX 317.574.0957 ArcNtectu-e � l.arxl historic Ar �Lendsca��McNtect�re � � OCopy��gh! �998 sC�� nw. oo.«q. naca. n+ v�a aw. a m. �a�� p.oi t e t�m d ma+t.ce�o� ae�w caK.o� tM 6m�n�cm d tlw 4J�f p. bw wq> ��1.1K- ".a d.�wKa •�e m. t�p. d m,KeYa. nv.- �a. Wctr;ca M�tw�a iM tra.:q� do rot , �. �. a..�. a .�.. �...a w o.+o..�.s.�. e�e cwwwe. a w..�wr mMb d W LaWxL 0� IM Oae af iM qM�wai NM �w6C01A0 Aq[�b�d. 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