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HomeMy WebLinkAbout06060001.24z, h I� _ , 2 -I LL 1C I MATCH PREVIOUS SHEET - y• • I{I I •W . •yy•• � W • -,, ' •W r ' - w � WU -- � w-. T� w • .'+. �J ti �1 D �J ao6 �8' +W '. y W y w W W � E . W �o y^o y w w y y W W y w µ ✓V� / + . y I�•- �Q � i' EROSION CONTROL NOTES: C Y VIQ & �O1w w CONSTRUCTION SITE BY WAY OF EROSION. IF IROSION OF SE DIMENT FROM THE SITE IS TAKING AT sr R wLC92 THIS PLAN IS DESIGNED AS AN ATTEMPT TO PRI VENT AN' w• „ 8• w 1 • • • . � W W • • . , E•>uST'er T CTro7u � f1� L'- • %w = I87l• a I aRS• 7 c y . F3aR N ..I � LD W' E r 7 03 • LL - _ .. .r_ J. ��; �� W . W W W W w W � . y w W . r \ . W . w y . y W . W W W . W . w W W � W W W W W W W w y . 0 . y . . . W w . . y dW w w . . �. . , 37 ® w . . w . . . . . W „. W w y . W W w W . . W . . W . . . W . w . w � � w � •. w . .W . . � W ' • . /'�MM . ��W � " ' � �.\ L s . v \ 'W W Lo v . v •' � . .. V ' ' - .� W S � ' '' � . ' • � �' 'f�0s W '• 6 6 � '. • • 6 • • >< s �. • • � ° S . [ ,\y \ � , 5 °-° �C - • e , . •w . ' z.� w � '� S. W C,���p . w `, ®.. l : ` � w o 4 � w ��. °\0 ' % ��`1 '��� � ���', p ti ,W�1�• � O ' h• o . . c . � 'y W y . �, � y wW \ � • 4 w y y • o y . ° � d y W y W W � �• sy y r o.• . - `. ��y W . •� Y - ` -w W W W y .W J: �, W W y W y W W W W w y y y y y . y y w w QW W W .y � . �w W w ' y y - . W y W W W y y 8. yW y �W W J �A W W W yw � % � � 9 . w w w W W W W w w W W w y W .W . v W w W W w W W W W . . W w W W W W . W w . . W W W W . W W W W w . ` W w w W W W w y . . W W W w . w w' L vw y W W . W , yW W , . W W W W W . Jw , . `� � a y W y . �w� � � �/��Y ��i GU ; �•w � �,• F 1 �•� � F O . , Ocy . W w W W y w _ • o � W I �I I I AND ALL SEDIMENT FROM LEAVING T H E NW0UT V=. so\\ �t6MMON W PLACE, THE CONTRACTOR AND /OR OWNER SHALT TAKE PREVENTATIVE ACTION IMMEDIATELY. THE SK TR W {NV IN868.D J ,CE INV-864,00 ENGINEER SHALL BE CONSULTED IN THE EVENT THIS HAPPENS. . .. . . . ARE M) Q4 mss TEMPORARY SEEDING IS TO BE APPLIED TO AN( GRADED AREA THAT WILL REMAIN UNALTERED IN EXCESS OF 15 DAYS. M STR 74 s . 4 . . . . � �, PERMANENT SEEDING IS TO BE APPLIED IMMEDIATELY TO AREAS THAT HAVE ACHIEVED FINAL AND 12- w W V Y 4 /O INV= 867.D0 1£MPDuIOY FINISHED GRADE. DIVERSION SWALE /BERM 4. TATION ON THE SITE WHENEVER AND WHEREVER POSSIBLE TO PREVENT PRESERVE EXISTING VEGESTM S CES 384J2 _00 YEAR ROODWAY TOPSOIL EROSION. NV =864. D8591 „AC. 7C= 700 W PORARY 10'X103' SAN STR LC9 0/-' ALL SEDIMENT CAPTURING MEASURES SHALL BE IMPLEMENTED PRIOR TO THE DISTURBANCE OF 2 6y TEM '. cK CHECK DAM/ INV OUTy- 860 . . •INV IN= 8911 � SEDIMENT TRAP THE CONSTRUCTION AREA THEY ARE INTENDED 10 SERVICE. S I\O �O ALL EROSION CONTROL MEASURES PROPOSED AHE TO BE PROPERLY MAINTAINED TO CONTNUE (ij c � ( ����,7 -� rCv ! , / 1 �N ``'� � :wi-!o . , i . I � / �I i . w • i� I I I. . ' y w. w W .' I `'. •, .wv `W W w ` \' '. .�v, wI . ' . . r W w ` . . - • w � . ' w'' �W W . w / � • ' . 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W w y � I . - e �^m o > o Z C 5 ¢ U > w w � i G� p V � � THEIR EFFECTIVENESS. IF GRADING OCCURS DURING - THE MONTHS OF [ E CEMSBE: R, JANUARY OR FEBRUARY DO R M A N T ss CHANNEL SEEDING PROCEDURES SHALL BE USED. TO LION C EEK COMMO OION OES OF ftiANNL 10 YER A 21A DURING DRY WEATHER, KEEP LAWNS WATERED WITH SPRINKLERS OR OTHER APPROVED MET H O D S . � N RESEED ANY AREAS NOT GERMINATING OR DAMAL;ED AT INTERVALS AS MAY BE REQUIRED KFW 42 yo ACCORDING TO SEASONAL CONDITION AND /OR CONSTRUCTION ACTIVITY. WATER GRASS AND EXECUTE NECESSARY WEEDING UNTIL FULL STAND OF GRASS HAS BEEN OBTAINED. &U. INV i 0. &U.E. DIVER ION POND, � � /B 856 FAC. � W <v Z THE IMPLEMENTATION AND MAINTENANCE OF THE EROSION CONTROL IS THE SOLE RESPONSIBILITY -_ cES f00 OF THE CONTRACTOR AND /OR OWNER. f: TM ST R W 704 W 1,J F 1EMPObRY O'X10C3 w .•. . 949 'D J. T SHALL BE THE CONTRACTOR'S AND /OR OWNEf?'S RESPONSIBILITY TO MINIMIZE SEDIMENTATION ` ROCK CHECK DAM/ \ INV"864.50` SEDIMENT TRAP Q V50 %w (FROM ON -SITE CONSTRUCTION ACTIVITIES) FROM BEWG DEPOSITED ONTO ADJACENT PROPERTIES AND RECEIVING STREAMS /DITCHES IN STRICT COMPLIANCE WITH "RULE 5" (327 IAC 15 -5, CONSTRUCTION ACTIVITY STORM WATER RUNOFF (,ONTROL). IT SHALL ALSO BE THE CONTRACTOR ' S AND /OR OWNER'S RESPONSIBILITY TO OBTAIN All,,' APPROVALS REQUIRED FROM THE LOCAL SM STR #71 POND ST4 STR 4745 •BEEHVE INLE , , , Wl 2 • AUTHORITY AND TO SUBMIT A COMPLETE NOTICE OF INTENT LETTER TO THE OFFICE OF WATER EEHI\,E INLFSM -S -E rc =s7soo r 4 v MANAGEMENT, INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT PRIOR TO ANY CONSTRUCTION NV =79 ACTIVITY.. OMM HEADWALL oINV= 874.0 SEE SEASONAL SOIL PROTECTION CHART IN THESE PLANS. 748 S.F. FOR SEASONAL VARIATIONS E STIR AREA 1 COMMON 0.172 SOLID M Nd STR+ 744+ 1e= AREA 23A N V73.89 Z TC- 884.50 A SAN tT LC9 INV= 844.05 9J99 E 4iR 718 7760 S.F of w 89 Z6 O E O P TC= 877'00 06 AC, PERMANENT SEEDING SP VOCATION TC= 879.00 EINV IW IN y 867.27 O 1) ALL DISTURBED LAWN AREAS SHALL RECEIVE PERMANENT SEEDING IMMEDIATELY. • L) ALL DISTURBED LAWN AREA TO HAVE A MINIMUM OF 6 INCHES OF TOPSOIL (COMPACTED SW BEPDWA1 . . . . . . . N\y77. 1.4 THICKNESS LkREl- l2�y 3) TOPSOIL TO BE FERTILE, FRIABLE, SANDY LOAM REASONABLY FREE OF SUBSOIL, CLAY LUMPS , F . CE3 . . . . . . STONES LARGER THAN EXCESSIVE QUANTITIE; OF SMALL STONE /GRAVEL, BRUSH AND OTHER 884.90 LITER. Q 4y, W W W W W y y 1•O 4) SOLVE ANY SURFACE OR SUBSURFACE DRAINAGE PROBLEMS AND CONSTRUCT PERMANENT EROSION CONTROL STRUCTURES. w 5'' PERFORM THE MAJOR FILLING, SHAPING AND SMOOTHING OF GULLIES OR ERODED AREAS. 6 HAVE TOPSOIL TESTED TO CHECK PH AND NUTRIENT LEVELS. PROVIDE FERTILIZER AND SOIL W W W W 2W w L JQ5t W W a p 3 F AMENDMENTS AS REQUIRED TO MEET /EXCEED MINIMUM REQUIREMENTS AS SUGGESTED ON SOILS y. lc c .8 _ . O W W W . . W W 3, TEST RESULTS FOR LAWNS. ySTM TR 7O C3 5 "89 . W . W W W W W W . . W . . W . W . . W W . W . W W . W W CURB [WET Ac,. 7) WORK FERTILIZER AND SOIL NUTRIENTS INTO TOP 2 -3 INCHES OF THE TOPSOIL WITH A . W .TD= 89217 �� -1 . . Z • 12 W877,89 . W . SMALL DISK, HARROW OR RAKE OPERATED ACROSS THE SLOPE AS MUCH AS POSSIBLE. S!M STR 73Y � /w W . . W + ° 8) ROLL THE TOPSOIL WITH A WATER BALLAST ROLLER WEIGHING 100 TO 300 POUNDS C ° q �� CUR INLE ° - OMM� 2E o ' ' a C DEPENDING ON SOIL TYPE. ROLL WITH TOPSOIL IN A SEMI -DRY CONDITION IN TWO OPPOSITE • ityi INV 1J� W 1 DIRECTIONS (RIGHT ANGLES) 9 ) RAKE OR SCARIFr AND CUT OR FILL RRE( , ULARITIES THAT DEVELOP AS REQUIRED AND AGAIN _ - . W •. . w W . W W . W W w W. W . . .. . W W . W w ✓ w . W . W . 4 7. . 6 7.. S.W. w F .. W . . � 11 w . /� �' ��Ho � w y o �� / ti< ti ,% v '� 0 �1 ••1;'. -. . / W . . . . W . W W W . W . W . � .�'?o � G,�i �i�. os � • ' i • • . s •w aF .. ��•: w• • �.�' j s o � � -� W IWBLUiSTK " w / � ` w' �'�•: �, W e St1TV .q M= 87 W 54W 2 2W 9 . y � 8w 91 W W W W . . y . 'Y y . y a i °��• ° P� � . . W . ^ { ROLL U NTIL ARE A IS TRUE AND UNIFORM, FREE SFROM I LUMPS, DEPRESSIONS AND IRREGULARITIES. . 10) SOW SEED WITH ADEQUATE EQUIPMENT AT A TIME WHEN LITTLE OR NO WIND IS BLOWING. BROADCAST HALF OF SEED IN ONE DIRECTION AND THE OTHER HALF IN THE OPPOSITE DIRECTION • • NCY N ESM �M SIR 'STR 7 SOLID AHO 23 (RIGHT ANGLES). STR WLC TC =89 8.95 W 11) COVER SEED TO A DEPTH OF %` BY RAKING OR HARROWING. PROVIDE A LIGHT LAYER OF = 8880, 3L STM STR 724 13 J FC =.Bm OD W . W INV =9.93 '� TONS PER ACRE. APPLY TACKIFIER TO STABILIZE INV.OUT 879.8E w37741 STRAW OR HAY MULCH AT A RATE OF 1 T 1 CES COMMON INV = 875.00 0911 AC. dNV 'N879.9 MULCH. A 25' OF 12" RCP AREA 14A 84.45 12 ) HYDROSEEDING IS ACCEPTABLE METHOD OF ®0.40% OF 1485 AS, . . . . . . �. • . . W . .• • w w " . � . - W w '` . \W /.• . •� b W � � Y,�Z rn 13) KEEP TOPSOIL RELATIVELY MOIST UNTIL LAWN IS E', TABLISHED. STM STR 725 x W 14) RESEED AREAS THAT DO NOT SHOW PROMPT GERMINATION AT 14 DAY INTERVALS UNTIL AN BEEHIVE NLET . . . . Y , W W w y W W y . . y W . W . . �V V 'w •W 0 d � A v . S w' • W• V :' ' J� V ' W d . V� .• �- 9 66 W y w y yp �� � a y w y 4 � 5 N ACCEPTABLE STAND OF GRASS IS ASSURED. a d J- 875.1D -w 15 ) ALL LAWNS SHALL BE GUARANTEED TO HAVI A FULL UNIFORM STAND OF ACCEPTABLE GRASS 1j A- AT END OF ONE YEAR GUARANTEE PERIOD WITH NO BARE SPOTS COMPRISING MORE THAN 2% OF � 1 •� • � • - - � . ., ,, . W . . W . . . •. . W �. �� - . /' r . . W • . 1v: �F`ld : W O . W �. W W •. • • • J • �. � �o W �• • _- .- _- W .,. , W W W W W �• �• �, ' � . ,,1 Sl• .O _ p� • • SW UT �. • � . J .. w W•. • W . W W. . • �1.• . \.S 889.SD2+ F1^ •L 1 +iW . $ W . . . . 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'y • .' -197 2" E / • &gQ4. 'V - 7 - - - ` CONSTRUCTION UMITS Pvc ' .. sas 5.0 ME 10 L.S.E. -- p� �- - v an 10 ¢ agN m S.87 "08 *3 'E 644 . 70' n o - Son MH G.O. J6 w w �� _ ± y' - W \ H 880.0 ME 8 v / �_ + - --' _`_ ?A 188g�g3 S. 6`� �)(?'� -- P on -AIL b10 E+'S C II ~ v3i P \ Ex. San MH G.0.�3 � � , - c Inv -874.4 E. 837.1 ,„ Q4 20' Sewe I 7. C.- 872.39 E Inv -856.1 �F•PVC �� TEMPORARY TEMPORARY 10'X10'X3' Ex. SAN MH G.0.7 _ sm t. Per Inst. � �- #2004 -35576 W ' SW Inv856.7 ` Ex Son MH GO./4 T.C.- 882.08 `Ex Son w 0 /5 T1 89C `� DIVERSION DIVERSION ROCK CHECK DAM SWALEBERM / / SWALE /BERM T.C. - 890.47 r o MON i749�' . W In 869.8 W Inv -8'3 E _ SEDIMENT TRAP EX.(E)IINV -876.9 l TEMPORARY ��� E Inv -871.3 P NE Inv -8 -39 c} C O PROP.(N)IN V -86j! DIVERSION C''`` SWALE BERM / A 19A TEMPORARY DIVERSION Ex Son MH C- C. - �(,� CD TEMPORARY 10'X10'X3 SWALE /BERM DIVERSION wCnvea793 ROCK CHECK DAM/ SEDIMENT TRAP SWALE /BERM SE Inv -879.4 , TEMPORARY 10'X10'X3' I 4� ROCK CHECK DAM / � SEDIMENT TRAP mmomr -WARNING- THIS PLAN TO BE USED FOR EROSION CONTROL PURPOSES ONLY. -NOTE - THIS PLAN INDICATES EROSION CONTROL MEASURES REQUIRED AFTER SOIL STRIPPING AND PAD BUILDING HAS TAKEN PLACE. COORDINATE WITH DEVELOPER FOR MEASURES REQUIRED UNTIL PROPERTY TURNED OVER FCF DEVELOPMENT. COORDINATE WITH SOIL CONSEFJATION DISTRICT REPRESENTATIVE FOR ANY OTHER MEASURES REQUIRED DUE TO SITE CONDITIONS. v 9 3 4 SCALE: 1 " = 60' MENEIIIIIIIII 0 30 60 120 LEGEND- ANY LAWN AREA. ANY AREA SO NOTED WILL BE REWORKED UNTIL AN ACCEPTABLE STAND OF GRASS IS ESTABLISHED. 16) ALL LAWNS TO BE MAINTAINED UNTIL FINAL INSPECTION BY LANDSCAPE DESIGNER BUT NOT LESS THAN 60 DAYS FROM TIME OF INSTALLATION MAINTENANCE TO INCLUDE WATERING, WEEDING, CULTIVATION, MULCHING, MOWING AND ALL OTHER' NECESSARY OPERATIONS REQUIRED FOR PROPER ESTABLISHMENT OF LAWN. - TEMPORARY SEEDING - USE PLANTING CHART (DETAIL SHEET) PERMENANT SEEDING 30% COMMON BLUEGRASS APPLICATION RATE: 50% FINE PERENIAL RYE GRASS 5 LBS /1000 SO. FT. 20% CREEPING RED FESCUE NOTE APPLY 10 -6 -4 FERTILIZER AT A RATE OF 15 LBS /1,000 SQ. FT. TO ALL PERMENANT SEEDING AREAS - EROSION CONTROL BLANKET W /PERMENANT SEEDING (SEE ABOVE) NORTH AMERICAN GREEN S -150 (OR EQUAL) STR4W BALE EROSION CONTROL DAM 0 ALONG SWALE FLOWLINE (SEE DETAIL) - GRAVELBAG EROSION CONTROL DAM AROUND CURB INLETS (SEE DETAIL) ❑ - SILT FENCE INLET PROTECTION AROUND BEEHIVE INLETS (SEE DETAIL) SILT FENCE -(SEE DETAIL) �4 HOLEY MOLEY SAYS "DIG SAFELY" "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 CALL TOLL FREE PER INDIANA STATE TAW IC 8 -1 -26. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. • \0 00 H .--r '� \�G O \G M N z 00 0�0 'IT tq C ►x MM0000 V x � �z W z �a a 1 � 7 ao 40 a� 0000 Wj W �R z EIE _T a :s_ z off' R' d Q W w r o G L w C ao \\ P 0, 01t, I t c? NO • ' 8827 • STATE OF / / / / / /S`S./ONAIL 1\ \\\ \ \\ ALLAN H. WEIHE P.E. 8827 SIIEET NO C502 Ph0 -1ECT NO W06 -0031 n o � 0 z i H O G � O O SIIEET NO C502 Ph0 -1ECT NO W06 -0031