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LEGEND
911111 STRAW BALES
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EROSION CONTROL NOTES:
REVETMENT RIPRAP
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SCALE: 1"=20'
EXISTING TOPOGRAPHY LEGEND
A
WATER VALVE
FIRE HYDRANT
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SPRINKLER CONTROL VALVE
NO. I
IN2004.0948
TELEPHONE X -BOX
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TELEPHONE PEDESTAL
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t ® O• r� - -- - - - - -F- M------ - _ -- ._. -._ f ! � t I � � TC 894.45 Du�1� \ \`•, \\ - _ - _ - 1. CONSTRUCTION ACTIVITY SHALL CONSIST OF
- - -- �� \\ _ 15. SCHEDULE OF EROSION CONTROL ACTIVITIES:
I _ X t I fox✓ I rn t' Iq ,' X 00 BC 893.95 , G 894.45 \\ ------------------------------
-- 89� `;1 UTILITIES, DRAINAGE, BUILDING CONSTRUCTION
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' t < ; „ I i h B � cn �'`, �\ ___ AND PAVING a) INSTALL SAND BAGS AROUND INLETS IMMEDIATELY UPON
\-- i � -- _ - _ _ - _ -- - _ _ - _ _ i o' ° L m \ \ \ \ -- - COMPLETION OF THE STRUCTURE, REMOVE SAND BAGS FOR
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894.40 ' i ',
- 894.40 00 ro \• \\ 2- PRELIMINARY CONSTRUCTION SCHEDULE: EARTHWORK PAVING OPERATION. REPLACE SAND BAGS AFTER PAVING
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• I . 894,65 894.65'. � m \ \, :v r SHALL BEGIN IN SPRING 2005. INSTALLATION OF STORM IS COMPLETE. SAND BAGS SHALL REMAIN IN PLACE r-i I - - -� - - - - - -� -- `�� I J rn ii -] i i ,l 894.65 \ ' , \ � 1 i5l I I I •o '7 ,, \\ 00m m I I \ �\ DRAINAGE STRUCTURES SHALL BE CONCURRENT WITH UNTIL VEGETATION IS ESTABLISHED ON SEEDED
o `,\ - `, \\ ` EARTHWORK. SANITARY SEWER INSTALLATION SHALL AREAS BEHIND THE CURB.
I I I ..'• I . \\ � 1 �? m ' \ V`
I + I \ COMMENCE UPON COMPLETION OF ROUGH GRADING. WATER
I I I .I I 894.65 N \, ,` \\
I I I . , o! ;I -- CONCRETE TRUCK WASHOUT rn � . \ \ \\ \\ \ MAINS AND REMAINING UTILITY INSTALLATION SHALL b) THE DURATION OF TIME WHICH AN AREA REMAINS
I i ! 1 rn rji !' 1 COMMENCE UPON COMPLETION OF SANITARY SEWER EXPOSED ;HALL BE KEPT TO A PRACTICAL MINIMUM. THE
I r .:I :r I rnl t I AREA (6 LA YER OF #53 STONE) 00 m \ ' \ \\
I I I l• ; I I - '! 1, I ; \` �A \ \\ a� ex. son. rr�.h. INSTALLATION, FINAL GRADING AND PAVING SHALL OCCUR AREA SHALL BE STABILIZED AS SOON AS POSSIBLE.
EXIS TING I I -- I --- -_ - - --
I I r I ;< 1 I u ml !I I I 7 m \\ \ \ \\\ �, `, I'/ tor= 891.69 \ AFTER THE BUILDINGS ARE CONSTRUCTED. COMPLETION TEMF✓CRARY VEGETATION OR MULCHING SHALL BE USED
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_____� I t ,�► ME DFORD P� -, .:...1 - I . \� \ �, \ \\ ;" v..875 r.g lne OF THE PROJECT IS ANTICIPATED BY FAIL 2005. THIS TO PROTECT EXPOSED AREAS IF PERMANENT VEGETATION
I < I ,:, :I I i j I I ! III I �; �L:�:. • s �A� A '' \' � A n � f
! .+, „ I t , I r \\ \ \\ inv== 879.Z,J \wl SCHEDULE IS SUBJECT TO CHANGE. CANNOT BE SEEDED WITHIN 14 DAYS OR ACTIVITY
\ CEASES FOR MORE THAN 15 DAYS OR AS DIRECTED BY
BANK ONE I ;I F.F. ELEV.= 894.65 vv \1 )� THE EP'GINEER.
II I- ' i ice- i 1I I
_,, `�` \ l \ Ih \ \ 3. LAND ALTERATION WHICH STRIPS THE LAND OF
BUILDING I \ VEGETATION, INCLUDING REGRADING, SHALL BE DONE IN CD I O o I .� I i 00 it 9 t ( STRAW BALE /NLET ? � �'\ �l, �� \ A WAY THAT WILL MINIMIZE EROSION. c) 'TOPSOIL REPLACEMENT SHALL TAKE PLACE FROM
893.29
I� N r\ I ;i 1 v U 1 j � r,1 PROTECTION s .75 /r ' r u MARCH 1 TO OCTOBER 31. STOCKPILE TOPSOIL AT ALL
�rti I 1� m d f I 894.15 �' I A k
0) (n I •- I / 1 II 11;`;1' ' 1 \ ; \ \ `,I �, rl, �, \ 4. CONTRACTOR SHALL COMPLY WITH ALL STATE AND LOCAL OTHER TIMES OF THE YEAR. PERMANENT AND FINAL
�I i ° '� , X-✓ �?j �" i I i \ \ /''. /1, ORDINANCES THAT APPLY. VEGETATION AND STRUCTURAL EROSION CONTROL DEVICES
I I- m I ,1 i b ' ' __ ,'w - I C 1 I I \ 11' ! • \ SHALL BE INSTALLED WITHIN SEVEN (7) DAYS AFTER FINAL
.I:� I L 893.10 1� \ /v /Y � ,, <;
I I I a ;; ' CD I f�_ " !rr, `, 5. THIS PLAN SHALL NOT BE CONSIDERED ALL INCLUSIVE GRADING OR AS SOON AS POSSIBLE,
I 893.90 i N i i o of �, k47 • Ir !
I I I :• I - : , w /;,/ v / Io n? I I r1 \ \ \ AS THE CONTRACTOR SHALL TAKE ALL NECESSARY
- - - - - - - - - - - - - - - -� I I L - - - - j� Ali � (r , PRECAUTIONS TO PREVENT SOIL SEDIMENT FROM LEAVING 16. APPLY FERTILIZER AT A RATE ADEQUATE TO PROVIDE 1 LB. OF
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- �_ �� ► ^Tr= == =_� _ X ` . r, / I , m 'Uj ml r _ - _ __ \ THE SITE. ACTUAL NITROGEN PER 1,000 SQUARE FEET. USE COMMERCIAL -
=' ' ll r I' " IU �I ! °' Q' - i = - - _ - ___ _._ -_ - - - - GRADE COMPLETE FERTILIZER OF NEUTRAL CHARACTER CONSISTING
1 `� ' I / / 1 I: o r : f Y1i 894.65 ao 00 I ° tr - � d; - �n
I n I j.. I ' I /f 1 z , I 894.65 I 1/ I T - - - - -" - - 6. ADDITIONAL EROSION AND SEDIMENT C{..! iROL MEASURES OF FAST AND SLOW RELEASE NITROGEN, 50 PERCENT DERIVED FROM
I " I r ,.I Ail 1 UU �' ;; �` -`'
/ / + 894.65 I- m r 4 \ SHALL BE INSTALLED IF DEEMED NECESSARY BY ON SITE NATURAL ORGANIC SOURCES OF UREA -FORM, PHOSPHOROUS, AND
I 1 it I ,/ 1 1 � I I 894.15 /
L__� ; i""' : `_ �j �' ' ii + -� i� 894.1 I / u j\ , " INSPECTION. IN FOLLOWING COMPOSITION:
I -- --- --� : 894.10 1 r / ,1 ! ! �`:.
. }. -,; ,.r, Tom. I f/ r � ! I 894.35 ' - _;__ /r t, MEN'' LAL'EN WATER SHALL BE DETAINED BY FERTILIZER FOR LAWNS: PROVIDE I . 7. SEJI a) R E A FAST RELEASE
y 893.78 I I /, ,
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__�_�rn1 _ a�11 ,,) ) I o yr ; I 894.35 t ;r / EROSION GO�d ROL PRACTICES AS NEEDED TO MINIMIZE FERTILIZER WITH A COMPOSITION OF 1 LB PER 1,000 SO. FT. OF
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i I TC 893,95 �= ;�, • ''. =_ / ` a. ; / \ SEDIMENTATION IN THE RECEIVING STREAM. NO STORM ACTUAL NITROGEN, 4 PERCENT PHOSPHOROUS, AND 2 PERCENT
T� 893.95] BC 893.45 TC 894.00 ` ) is i i i� -�, I I: I - I � ' // �, WATER SHALL BE DISCHARGED FROM THE SITE IN A MANNER POTASSIUM BY WEIGHT
3� 893.451 i i BC '� Ta i; 11 ^ N II ll 9 11 err j
THAT CAUSES EROSION AT THE POINT OF DISCHARGE.
I 893 50 r� -
I I I I \ i i � I ,i'i TC 894.28 t tG-'4 1 - lr ' f b SLOW- RELEASE FERTILIZER FOR TREES AND SHRUBS:
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I I I I ` 1`- CD 00 " r.<" _ �` I , 3 8 wr` , rr \ \45 , '• KI \ 8, WASTES AND UNUSED BUILDING MATEP.IA�S SHALL GRANULAR FERTILIZER CONSISTING OF 50 PERCENT WATER -
r I � � : / / , / U ,,: r> (" I -=, 1 , \ � - �' I r , , T� O F 1 fl
1 / U I I I 7 `r r) r j �' ,EL V= 894.00 NOT BE ALLOWED TO BE CARRIED FROM THE SITE BY INSOLUBLE NITROGEN PHOSPHOROUS AND POTASSIUM MADE UP
TC 893.46 I v� . F- m � , / / rn rn r/ • o
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12" RCP Im g, .- 4 ` _ j / i 93.86 U U - I / ' Nf I \, STORM WATER RUNOFF. PROPER DISP {'SAL OF ALL WASTES OF A COMPOSITION BY WEIGHT OF 5 PERCENT
/' ' ' 7 / ! r/1 i `\ I =X'ST. PAVED AND UNUSED BUILDING MATERIALS I5 REQUIRED.
i i TC 894.c5 x x-
893.58 13C 893.75 N � ! ' 18 `��' 893.70 3� 893.36 TC 894.05 I �( j i/ / I \ NVERT V- BOTTOM \ 17. ADD LIME TO TOPSOIL TO OBTAIN A pH RANGE OF
______________ \�- �, ! I w�I r I I - \ -' SWALE 9. SEDIMENT BEING TRACKED ONTO PUBLIC OR PRIVATE
BC 893,55 L, ; \ 6.0 TO 7.0. LIME SHALL BE ASTM C 602, CLASS T, AGRICULTURAL
---------- - - - - -- 95 L.F. OF I - ROADWAYS SHALL BE MINIMIZED. CLEARED SEDIMENT LIMESTONE ;ONTAINING A MINIMUM OF 80 PERCENT CALCIUM
STR. No. 21 12" RCP 00 m 893.29 I - I. �� `1 \ SHALL BE RETURNED TO THE SITE FOR DISPOSAL.
�_ I I CARBONATE EQUIVALENT, WITH A MINIMUM 99 PERCENT PASSING A
m --� I .. > -• //r r \. N0. z3 (2.36 r.im) SIEVE AND A MINIMUM 75 PERCENT PASSING A
: 892.65 STM. STR. No. 20 ~ m I i CN
I c I I � rr I I ' 10. SOIL WHICH HAS ACCUMULATED NEXT TO EROSION CONTROL NO. 50 (250 MICROMETER) SIEVE.
I 1 TOR =r 893.12 =�' I� !r= �I I 'if / I \ \ ` SHALL BE COLLECTED AND RE- DISTRIBUTED ON
I I i i i /, z� 1 yr DRY GETENTlON
\ DEVICES AL
I I r I i I I I 1 � � 1 I Ir l I AREA # 2 ;' -PARK NORTHWESTERN SITE AFTER EACH RAINFALL EVENT, AND AT LEAST ONCE A WEEK. 18. CONSTRUCTION TRAFFIC SHALL ENTER THE SITE AT GRAVEL
' � I I I/ Is I BOTTOM ELEV= 888.25, \ � REGULATED DRAIN EASEMENT CONSTRUCTIGN ENTRANCE OR AT DRIVES WHICH ARE CURRENTLY
1 i i i i i ! t �`I_- - - - OS/ NCO OL �, \ i I //
TC 894.20 ! I I I i TC 894.30 ry 894 \ 1 /; . 1 100 YR ELEV= 892.92 \ % 'I \ 15' FROM PIPE CENTERLINE 11. IF INSTALLATION OF STORM DRAINAGE SYSTEM SHOULD BE PAVED.
I '' ' f 893.7 ANK REQ
\ INTERRUPTED BY WEATHER OR NIGHTFALL, THE PIPE ENDS SHALL
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I BC 893.70 I I I i I BC 893.80 N I; 0i ! B 893.20 a 894.3
.L -- _1 - -- i_ - -_I_ - -- I __ _ I -- _ __ 8 .95 B� P� B 893.80 v i � BE COVERED WITH FILTER FABRIC.
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11 i `, - - _ _ � I � ,�-, 12. EXISTING VEGETATION SHALL BE PRESERVED IN AREAS
-- -- - _._ - - - ---- - --- -- - -- -- - - - - -- ___ __ _ NOT DISTURBED BY CONSTRUCTION ACTIVITY.
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-- - - - - -- - -- - --- -- - - ,- - -- - --- - - -" - - - - - _ - - _ - / __ - - - -- 14- ALL APPLICABLE EROSION CONTROL MEASURES SHALL
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SOIL AND DRAINAGE CHARACTERISTICS
PREDOMINATE VEGETATION:
THE VEGETATION ON THE SITE CONSISTS OF MOWN GRASS
ADJACENT LAND USES:
THE LAND TO THE SOUTH IS OCCUPIED BY A TARGET DEPARTMENT STORE
THE LAND TO THE EAST WILL BE DEVELOPED FOR COMMERCIAL OR OFFICE SPACE
THE LAND TO THE WEST IS CURRENTLY UNDEVELOPED
THE LAND TO THE NORTH IS COMMERCIAL - BANK ONE
PREDOMINATE SOIL TYPES:
Br BROOKSTON SILTY CLAY
LOAM
CrA CROSBY SILT LOAM,
0 TO 2 PERCENT SLOPE
100 -YEAR FLOODPLAINS° FLOODWAY FRINGES AND FLOODWAYS:
THE SITE IS NOT LOCATED WITHIN ANY FLOODPLAINS, FLOODWAY OR FLOODWAY FRINGE
AS INDICATED ON THE FLOODWAY INSURANCE RATE MAP INDEX FOR HAMILTON COUNTY,
INDIANA, PANEL #18057CO205 F, EFFECTIVE DATE FEBRUARY 19, 2003.
DRAINAGE FEATURES:
THERE ARE NO EXISTING WETLANDS OR STREAMS ON -SITE. THE SITE DRAINS TO
AN EXISTING DRY DETENTION POND AND THEN TO A 42 "x27" CORRUGATED METAL
DRAIN.
qt RAC. ptRj6jgI•t Wtg FgAtiffthDM4�4S TO THE PARK NORTHWESTERN
BENCHMARK:
ACE T.B.M. #S -78 -2
A CHISELED "X" ON THE NORTH, NORTHWEST BOLT
ON THE FIRE HYDRANT LOCATED AT THE NORTHWEST
CORNER OF U.S. 421 & NORTHWESTERN DRIVE
ELEV. = 894.86
ACE T.B.M. #830
A CHISELED "o" ON THE WEST SIDE OF THE CONCRETE
LIGHT POLE BASE LOCATED IN FRONT OF "Clubhouse
Cuts For Kids" behind "Wendy's"
ELEV. = 897.58
ACE T.B.M. 63
A CHISELED "X" ON THE NORTHEAST HEX NUT OF THE
FIRE HYDRANT FLANGE LOCATED ON THE EAST SIDE OF
COMMERCE ROAD, APPROX. 250 FEET NORTHEAST OF THE
NORTHEAST CORNER OF "Target ".
ELEV, = 892.85
CAUTION !!
THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES
SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND
EVIDENCE ( including, but not limited to, manholes, inlets,
valves, and marks made upon the ground by others ) AND
ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER
EXITING UNDERGROUND UTILITIES FOR WHICH THERE IS NO
ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND
EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID
EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY
THE CON'IRACTOR PRIOR TO ANY AND ALL CONSTRUCTION.
1 -800 -3
82 -5544
CALL TOLL FREE
- INDIANA UNDERGROUND -
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ERTIFI BY
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REVISIONS
SHEET NO.
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C5A OF
DATE: 12/17/2004
DRAWN BY: JMS
CHK'D BY: AF
JOB
IN200
4.0948.074•C51 •ECP.DWG -_!
NO. I
IN2004.0948
4.0948.074•C51 •ECP.DWG -_!