HomeMy WebLinkAbout05050053.8_.
L
Lr) :
Lo I
r; i
m
1�
I ,
Lc) '
o-
0 1,
>
0
z
T
N
O
U -1
m
0
w
a
L
N
I
SOILS LEGEND
CrA - CROSBY SILT LOAM, 0% - 3% SLOPES
Br - BROOKSTON LOAM, 0% - 2% SLOPES U,S. 31
- -__ - __ nw asst - _ - -- - -- - .
- -- _ ' 6" CUP _ -- _. - - - - - - - _ - _ -_ -
PROJECT LOCATED ON SHEET 50 OF THE HAMILTON COUNTY SOILS _ - - -_ _ _ _ --- - -_ _ _ _-.. _ _ -
_ - �I ul�.lr - - - -
- - - _ - - _ - --__- - - -- -- - - -_ - - -
MAP. - - - - __ - - -- - - - - - - __ _ __ -- - -_ - - - _-- -- -- -- - - - - - - -_ _ _
__ - - -- -- -- -- - -- -- - - -- - - - - - -- --- ------ - - - - -- - - -- - -- -- - - --_- - -- -_ _ - - -- -- - - - - -- -- - -.. -- __ _ -,
- - - -- - - - -- - -- - - -- - - -
- - - -- -- - -- - - -- - -- - - -- -- -- -
9
: i 4
- __ ._ -_ -_ - __7 - - - __ - __ -_ _-_. _- -' __ - -- _- - _- - _ - _ - ._- - __ __ - - _ _- _ _ __ - _ _- __ - -- - - __ _ - _ - - - __ -. _ -_ _ -. -. _. __ _ - -
cl l
-- - - -- -- -- - - -- -- - _ - - - -
- _ - -- - - - - - - -- - - -_ INSTALL TEMPORARY
STANDPIPE AT THIS
H,,LT
\ - z `.
'J�:��° u. ,-.
i � �,r c- O y? ,.J =
?N o O rw- a s
J :v> h =d
y:.� O
��;
����iy "6' GS ,•
�iy�® G `..
i,�� * P R'O ` •,:
L)
;, ra, fr _ [ �( ON LIMITS
EET C301 ONST %If
-- _- ! CONSTRUCTION
ttt� ttt� ttttt� •
v
1 41, ♦♦
:+ I'
- - - ,.-�'
- - - - - - - - - - - - - - - - - - - - - - - ra
. --- - I I
I -
I
,, # _ STOCKPILE - _ o 11
_ �y
�, -_ -_ -- i" .
°° - - _ - - -- _ 0 0
` M :s, _, ) U Z
t ♦ - -
1i1 YFAR E ,
•
I; ♦ I X i o 0
1e - - - f-
'I r c t CONSTRUCTION LIMITS j °� I (n - O 11
u I # ,11, �/ , 'i, TEMP, SWALE UNDERDRAIN _ 8�0 BOIL I „ „ - I I - I -I I I LIJ = Z
- a. EE DETAIL SHE C602 �'
,. k '<...
B L G
--6*- ;. ,, R 0 00 3�ST Y IC UI IN IN O 11 S ET ����
_ _ I
{,:, �..
4 ,,,, t,` is �� 06,51 1 R.S.F. 1 I - � ' v
rl ', „ # .. r ♦♦ _ - - 3 TEMP. SWALE UNDERDRAIN \ " F.E. 7 0 1 I w Z
1� � - - - - - SEE DETAIL SHEET C602 F , I! [ i I! ! r 111. <�: 8jo - s� 1 � O
SOILS MAP - - - - -- - - - - -- -
NO SCALE ♦ �� ar r �S i `� 0 _ \ � - \ co 1 1 _ w U �
_ _ __ __ _ _ _ } -� `t, _ _ - - /SILT FENCE TO BE _ - Q Q
-o- - 11 ' 8 LFW 0.3? ��11 i �(� - - - - - - \ U f- 2 I 1 0. /
_ - \ - INSTALLED AFTER \
I ♦ . ♦ N �� II POND /SWALE IS STABILIZED \ ,
I �1 \ co
TEMP, SWALE UNDERDRAIN ♦ ♦ �` i/ I--.---------- -- - - - - - - - - - - j" REMOVED AT END OF - w w CL
♦ r -I 11 �.' CONSTRUCTION, a a
SEE DETAIL SHEET C602 (� I I I I I I I I tl I / !� /
I If , CL
--- 10 II i�) f / I
----------- - - - - -� I I ��) f / Il \ -
I �- ---- ��- ��----- - - - - -- ♦ II - �--
/ i
. . ♦ ,2_ II \
1 1i�I i J ' WI O �O
I i _ 11 I LJ - - - z -- -- \ \ \ RRA 4 '� W
. . . - ♦ I I - - - _ - --- - [IN --------'------t■-1A II - - S II rn \ -
�:� -- I I I 1 I I i 1 I w�_� \
II II II 11 II {za LF of t s' ` r � � \ I-! / "' r I I r- 41 � rn 00
Ii t 11 1 I I I! I I _ MI _ h�CP w az8% j 11 I t.
' y:," II I II I 1 1 1 1 1 1 1 II II I II - - - -- I l� 1 z i�1} u t4 - �i "_I11 11 v ----- - - - - -- - - - - - - --
= • +___rT1z1 1 I -T ; . _ t ..,.` + I r..,I Cis , .7 a�I , f` .x ,
i�
-H ,,
I I I I MI `t i C�
I I a1 I �) 1 I 11 �[ _ .. - - - u I I Li I Il �� I I L7 � I ��. g I Z
11 1 I I kJ I I I I I; I I I I I I I I I i 1 II _ -11 , - I % 1-
a
r. i �' , ! !I !I CONSTRUCTION LIMITS I B LF OF tz' �za� 11 I /� �� - _ __ _ I ! �2tt' ,1- s 5
I II ! 11 1 t LF F i I / - _ li7
/ 1 11 (�li I I _II J Ir-, 1'� - _I ___Jj RCP o.3 _ 8 - - rA[I- { r1_I
' f _ I P.CP R9 O. ` _ _
_- .., ( _ _
w I I ,,,,� i s} I�,1� 11 I i I I I I I I 11 I I I I I I I I I 1 �� /------ - -''JI ��-- - - --!� 1. ���- Q. °J ���`a -�-- -��
3t% / M I/ zo -�- O
1I 1 Ial ! I I ! I�� ! (E 11 �9 �! - - - I! I! n n ! -I -I - -I -! -� +i ^! - - - - -- \- "1 /___.___�- -�_L__- = -_J i_- 1 ~ -- � - L � N N
1I I _I if _ -- - -- -I, I. - It 31 s I'J1U1 I_;UI DIN}_; I.: !1 II II H I I I I I I "i I 1 - - - - - -- - - - -- ___ -- -_ - -- O O 11 -
II 1 �� I I F r I F I I I 1, , I + 1 I F L I !I II 11 I // - -� f 9 LF Of tz , - -- y- �3 - - - - -- - -_ __ _ Z
I f Ir 11 I I 1 1 ! I CI I ! I I@ 11 II F.F.F.F,�,.��11 I II I I - -I t" i I / /� -M , II\ �t`1� I a- m cn
II '1 !° I I 1! ! ! p ( -1 FLI LICE I / �� �� RcF ®0.9s% !1 V�_ _IY y� J (i)
f si! I I I,J) I I I I I I i '',, I I I ' . i, ,1 II 11 DEVELOPMEI - -- `"1! 7s LF OF 24" \ RPpF OF y Mlw',� a
- -- 1- It / J - -{ I I I c® 0 5P zz t t ,r y - I 1 V (/) (n CD
!' I 29 RCP ®0.19% �� -
I I I 11 I! L_ J 11 I I 1 1 _ � L 4 y ^r -r:' ,� + if 11 1 j I J,I ♦ I I 1 11 - 1 - II -. Lz3J _ � ,- -- - - - I W
' I 1' _-- -tza LF DF t8" 1 a.
M t y
I I P L.'! f`t -i I 1 I''- I I y' t II ! 11 I ! i - In1 f� RCP o -3t% (r1� ((� (i��l 1 i` \
7 CO
# 1 II _ - I )g - - �I Q W Y
7 1 1 1 1 1 1 I {� Y y -- 1
_I -- I- T I I I
II 11 11 1I ��1 II ! 11 II II II II 11 II 11 II IIIII '�
l I I 11 11 I I I! I :, I I �� OP�----- - - - - -- -�
-' _I__ i, !1 _.1 __ -I- ,<_ II 11 I. I _ 11 N ----- - - - - -H 11- I ---- = = - --H 1I-- -- - --1 - -HI = lF - - -- Sit w - - -- �Y��'� <� �� C. Ci U
- ._F_ I II It 11 -- -- - = - - - -- _� II II 11 11 - H a� Mw 1 II II ' .' I 1 I
i! I! II 11 I I I I I I 1 I I I I I �,,_« - =_ __- _--------- - - - - -- )i I I I I I I I! - - -- II 1, H III i I I) l! ) I v j
�U1 , I I I I 1 ! L ,.�I) ! i i I ! I I iu) I "I I � � � _ _ - _ _ FUTURE _DEVELOPMENT -- s - _ _ _ _ lt.� I lU) I tl) _ _ 1�1 ll 1U t.� 1 ,a - --
_w - __ _
.... _ eY - - - - -- - '_- 122 LF OF 15" -1I I
CONSTRUCTION LIMITS ( II 7327 -- RCP ® 0.33 %�.II r 1 1 1 to to V �' 11 9 - I I
a.
- -� - -
! ! I L I ; ... 1` -d i I. I ! ( P ,T I I I I 1 k. _ I I ! k I ((�11 ! ((11 I ((� /� J -- _ - -
/ , p°� 3, 1
(t �1 ,� 11 El (� ] f Il I, �� 1 i I) I I I I I ��l 1 ! I I�I H u ! I I I I I I n 11 I I �. (��7 l( �7 '� l�N�l 1 (11 ,s
^II
1 11 I I I I I! i I I 11 1! !! I ! I II IV/ II it � II ail / II n H 1 _
II if -li 11 _.__., +. - _ -.L... ._19 II �_ -_ 1 ! I 11- -'- --- - -- --- -�. -11 u_'. - - -I- -- -- ._- - t -I -1 F n a II H I -1 -1 -1 1! -I -I +1 1F I - -- - - -- --- - - - - -- - - - - - -- --- - - - - -- - - - --
�1
- - - __ _ _ - ! F + ! + ! F 7 I I ! + I 1 -
I I f 1 1 1 1 1 1 1{ 1 1 , I 1 � I
II tl I 11 I„ 11 1 I 11 11 11 I ! I ( I II I1 I I 1 ! I II 11 I ' ! II 1! II II - I- 1 I I I I I II II ! /
I I I I I I I I I I I i I /It I II II /III III II ` II IIII III1 ,- { Z
!§ ( �. I I I I {U) - -- -/ ��� 8 LF OF 12" I�JI / \� \i-30-t l� J I r 7- 1* _ _
I �1 I ! 1 I�_ 1� ! i l l! I I 11 )) ! I I (1 ,1,! �1 -I I I I I U1 I l l l( l �,U� I I I �' l )I -_ ._ -
11,J
_ _ 110 RCF ®0.31 % �_. _. � J , -- - � 1
33 -_ 8 LF OF 12i '� 12 - - - 1 L_ J - - - -- - - - - - _ _ 'RCP_1 ®-0.31 % -- -- _ - -
,1,
_ _
n
x a�
l
I I I 1 1 ! I -11� "' I�- i ; I I 1 I ;# i' I 1r 101IL I I I i I I I, F,It11 I I I I I 1 M1.''tA I 1 I I I _ -- -
I �'y i 1 I� 1 f(1l l ( 1 f l f r,)I (( _ k. - 1 a -_ L
�� ! I I I' I ! �' I I I " I! I I I I I I I I I I: I I -- , -I ! w ♦ I �t P, r, _- - - -
y I L_ - - - !_��.1 I' II L�� ��-i� �-��J L= ________� L==== =___ -� L_-- - -_ - -� LL-;._-_.;_ - -- __- �J L� ___ = j L� - - �'�_ s - - - - - -I - -_ '� O o O
€.�> -_.�.. ��. �� .+_: ;� -,�� Lt �k �.a -�..o; .a_ ! �� �� +�- i -..� ._,_ar .�. d 11 L_a_.__� 1 L__.r�...��! L _ II - -J 11 - - - - - - - J - -_ ..r _ _ _ - - =i- _ - - -
11 .1 II l ! -r v, ;l
11 II 11 II - -- -- _ -- - -- _ -
- - --- - - - - -- - - -- - -- - - -- - -- - - _
- - -- ---------- - - - - -- -- --
1-1
1
r �
I, -i a hfe4 t - -ta
� O
____
- - - - -- - - - - -- - - - - - - - -- ------------- - - - - -- -- f -, _ _ _ - N
rn NIZZ 1 // �� -------- - - -- - - - , r f I- -- - - - -- - - - = a6'- �c�s�t mow - _ - - -- - - -- a -0 - O)
. _...- __
- __•
-
- _- -
- -� - - - _ =_ _ - = -_ = _ = -- -,� m�_ -- - - - - _ - - - - - - [- - 'rl
45 PROPOSED - - - _ i 4s ROPOM p I�
- - _ - - - - - - - - - - -r a- - - t /2ROw I�
ss' - - - - - _ NORTH PENNSYLVANIA;, STREET t/s R.O.W. a.o.w. ,,;; , W � Q O)
-- t/2 R.o.w. -
- - - - - - - - - - - - HA1_T CONSTRUCTION -__ _ 00 ►'�
t/s NORTH PENNSYLVANIA STREET _ - - - - - - -- - - ENTRANCE -` --- __ - CONSTRUCTION LIMITS . - _ - O N
- _ - - -- - -- _ - --
- - - - - - -- - - - -- - - - -
- - - - -- - - _ -- _ - - _ _ - -_ -= - _ __ -= __ _ -- - ---- -- -- - -- - - - . - - -
- �- - -
-- -
- __ _ - - - - - " - � - _ - _ `�I'� _ - - - - - - - -- - -- - - - - - - - - - - - -- - - - -- - - - - - - - - - -- - - 'EDWARD ROSE „
- - - - -- - - � _-- - - - - -- - -- - - - - -_ -_ - - -- -- -- -- -- - -- - - - - --
-- -- - - - -- - - -
- - - -- -- -- -- -- - - -- - - - -- - -- - - - -- - - ef- I, - d ►7 Lai
-- - - -4 ._ _ __ - - - - _ . - - - - - -- -- - - - - -- - I --� - li - COMPANY MLLC
C`
I
,- '- -- - `�,� _II -FETE ' -IDE'N pl1 "iE1J�,�_I
MANOR '
- F r _ _ E r, -1 _ HEALTHCARE
r_ r MEIJER CORP
STORES LP
it - �� I iI I -
EROSION CONTROL NOTES
ALL AREAS THAT ARE LEFT Al PLAN INDEX ITEMS RELATING TO THE SWPPP ARE INCLUDED ON THIS SHEET 63- THE APPROPRIATE EROSION CONTROL MEASURES ARE SHOWN IN THE PLAN VIEW. E. NUTRIENTS AND FERTILIZERS SHALL ONLY BE USED TO ESTABLISH RAPID VEGETATION, WHEN THESE PRODUCTS
UNDISTURBED FOR 7 DAYS SHALL 89 SEE THE DETAIL SHEETS FOR THE CONSTRUCTION SPECIFICATIONS OF EACH MEASURE. ARE UTILIZED, THE USER SHOULD PAY STRICT ATTENTION TO THE PRODUCTS RECOMMENDED USAGE.
A2 AN 1 1x17 PLAT HAS BEEN INCLUDED WITH THIS REVISION DATED 08/25/05.
RECEIVE SEED AND MULCH. B 10 THE SWALE ALONG THE WEST EDGE OF THE PROPERTY ALONG WITH THE DETENTION BASIN WILL BE USED FOR 3. CONCRETE WASTE WATER
A3 THIS PROJECT INVOLVES THE CONSTRUCTION OF TWO 106,511 S.F. OFFICE BUILDINGS AND ASSOCIATED PARKING WATER QUALITY MEASURES• POLLUTANTS ARE EXPECTED TO BE FILTERED BY THE GRASSY AREAS PRIOR TO
LOTS, NEW ENTRANCE DRIVES, AND OTHER SITE - RELATED UTILITIES. EXITING THE SITE. THESE AREAS WILL BE SEEDED AS SOON AS THEY ARE GRADED. A. ALL CONCRETE WASTE WATER SHALL BE DISPOSED OF IN THE DESIGNATED CONCRETE WASHOUT AREAS SHOWN
ON SHEET 4A• CONCRETE WASTE WATER SHALL BE DISCHARGED INTO A 4' -HIGH, 10'- DIAMETER DOUGHNUT -TYPE
CONSTRUCTION SEQUENCE A4 THE VICINITY MAP IS LOCATED ON THE COVER SHEET. Bll SEE SEEDING SCHEDULE DETAIL, EROSION CONTROL BLANKET STAPLE PATTERN. MULCH BERM CONSTRUCTED OVER A GEOTEXTILE FABRIC. CONTRACTOR SHALL INSPECT THIS AREA ON A DAILY BASIS
AT A MINIMUM. WHEN THIS AREA BECOMES FULL, THE POLLUTANTS SHALL BE EXCAVATED, PLACED IN AN ACCEPTABLE
1. SUBMIT NOTICE OF INTENT (N01) LETTER TO IDEM A MINIMUM OF 48 HOURS PRIOR A5 LEGAL DESCRIPTION IS INCLUDED ON SHEET THIS SHEET. 612 SEE EROSION CONTROL INSTALLATION AND SEEDING SCHEDULE DETAILS. CONTAINER AND DISPOSED OF IN A PROPER MANNER.
TO INITIATION OF LAND DISTURBING ACTIVITIES. A PROOF OF PUBLICATION IN A LATITUDE 39'58'29" LONGITUDE 86'09'23"
613 MATERIAL HANDLING AND SPILL PREVENTION PLAN: 4. PAINT PRODUCTS
NEWSPAPER OF GENERAL CIRCULATION IN THE PROJECT SITE AREA WILL BE A6 LOT BOUNDARIES ARE SHOWN ON THE PLAN. IN ORDER TO MINIMIZE THE RELEASE OF POTENTIAL POLLUTANTS DURING CONSTRUCTION THE CONTRACTOR
INCLUDED WITH THE N01 LETTER SUBMITTAL. THE PROJECT SITE OWNER, OR THEIR SHALL IMPLEMENT THIS MATERIAL HANDLING AND SPILL PREVENTION PLAN. THE CONTRACTOR SHALL REVIEW A. ALL EXCESS PAINT AND THEIR RELATED PRODUCTS SHALL BE DISPOSED OF IN THE MANNER BY WHICH THE
DESIGNATED DEVELOPER, WILL NOTIFY JAY DAVIS, RULE 5 COORDINATOR, AT (317) A7 HYDROLOGIC UNIT CODE: 05120201090040. THIS PLAN WITH ALL SUBCONTRACTORS AND REQUIRE THAT THEY IMPLEMENT THE PLAN AS WELL. IF A SPILL MANUFACTURER SUGGESTS. UNDER NO CIRCUMSTANCES SHALL PAINT OR THEIR RELATED PRODUCTS BE CLEANED Z
233 -1864 OR J DAVISODEM. STATE. IN, US AND THE LOCAL SWCD CONSTRUCTION PLAN SHOULD OCCUR PLEASE CONTACT THE APPROPRIATE AUTHORITIES BELOW: OR DISPOSED OF IN SOIL, SANITARY SEWERS, STORM SEWERS OR DETENTION BASINS. ANY VIOLATIONS OF THIS z
REVIEW OFFICE WITHIN 48 HOURS OF ACTUAL CONSTRUCTION ACTIVITY START -UP A8 THERE ARE NO STATE OR FEDERAL WATER QUALITY PERMITS REQUIRED FOR THIS SITE. EMERGENCY RESPONSE 911 SHALL BE REPORTED TO THE JOB SUPERINTENDENT,
TO INFORM THEM OF THE ACTUAL PROJECT START DATE,
CARMEL FIRE DEPARTMENT (317)571-2600
A9 STORMWATER WILL DISCHARGE INTO A STORM SEWER SYSTEM WITHIN CARMEL DRIVE LOCATED ON THE SOUTHEAST CARMEL POLICE DEPARTMENT (317)571-2500 IN THE EVENT OF ACCIDENTAL CONTAMINATION, ALL EFFORTS SHOULD BE MADE TO REMOVE CONTAMINANTS IN Q
2. INSTALL SILT FENCE AND INLET PROTECTION ON EXISTING INLETS AND CONSTRUCT SIDE OF THE PROPERTY, AND ULTIMATELY FLOWS INTO CARMEL CREEK. INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT (888)233 -7745 AN APPROPRIATE MANNER. THE CARMEL FIRE DEPARTMENT (317- 571 -2600) SHOULD BE CONTACTED
TEMPORARY CONSTRUCTION ENTRANCE, A10 THERE ARE NO KNOWN WETLANDS WITHIN THE CONSTRUCTION LIMITS, IMMEDIATELY TO DETERMINE IF FURTHER MEASURES ARE NEEDED.
1, CONSTRUCTION EQUIPMENT
31 STRIP TOPSOIL, STOCKPILE AND ROUGH GRADE SITE. INSTALL STONE STAGING AREA. All SEE A9. A. FUELING, LUBRICATION, AND FLUIDS: ALL OPERATIONS INVOLVING THE ADDITION OF FLUIDS TO EQUIPMENT SHOULD B14 PROJECT SITE OWNER OR THEIR REPRESENTATIVE, KNOWLEDGEABLE IN EROSION AND SEDIMENT CONTROL, WILL
CONSTRUCT DETENTION BASIN. FINE GRADE AND SEED THE OFFSITE SWALE AREA. BE DONE IN ONE LOCATION, SO THAT SPILLS ARE LIMITED TO THAT SPECIFIC LOCATION WHICH WILL FACILITATE INSPECT THE SITE FOR STORMWATER POLLUTION PREVENTION DEFICIENCIES AT LEAST WEEKLY AND AGAIN WITHIN W W 0.
Al2 THERE IS NO EVIDENCE OF ANY EXISTING STRUCTURES ON THIS PROPERTY OR IMMEDIATELY DOWNSTREAM THAT THE CLEANUP OF SPILLS. IF AN OUTSIDE FUELING TANK IS PLANNED TO BE ON SITE, IT SHALL BE DOUBLE 24 HOURS OF EVERY % INCH RAIN EVENT. SEE EROSION CONTROL SCHEDULE, SHEET C602, FOR MAINTENANCE H
4. INSTALL EROSION CONTROL BLANKET ON BANKS OF DETENTION. SEED DETENTION MAY POTENTIALLY DISCHARGE IN THE GROUNDWATER, ALTHOUGH STORMWATER MAY POTENTIALLY DISCHARGE INTO WALLED AND STORED IN THIS DESIGNATED AREA. THIS LOCATION IS AN AREA THAT WILL NOT ALLOW SPILLED DETAILS. c
BASIN AND PERIMETER OF PROJECT SITE. GROUNDWATER AT THE OUTLET OF THE DETENTION POND. FLUIDS TO MIGRATE INTO SUBSURFACE SOILS. IN THE EVENT OF A SPILL, THE FLUID SHALL IMMEDIATELY BE
CLEANED UP BY REMOVING THE CONTAMINATED SOIL OR STONE WHICH SHALL BE DISPOSED OF IN AN B15 NOT APPLICABLE. g O
A13 THE SITE DOES NOT LIE WITHIN THE 100 -YEAR FLOODPLAIN. ACCEPTABLE MANNER. SPILLS ON HARD SURFACES SHALL BE SOAKED UP BY AN ACCEPTABLE MATERIAL SUCH
5. START BUILDING CONSTRUCTION, AS OIL DRY AND THE ABSORBENT MATERIAL DISPOSED OF IN A PROPER MANNER. THE SPILL SHALL ALSO BE POST CONSTRUCTION COMPONENTS Z
6. INSTALL SANITARY AND STORM SEWERS. A14 PRE - CONSTRUCTION PEAK DISCHARGE: 5 CFS +/- TOTAL SITE REPORTED IMMEDIATELY TO THE CONTRACTOR'S SUPERINTENDENT.
POST- CONSTRUCTION PEAK DISCHARGE: 1.61 CFS TOTAL SITE; B. EQUIPMENT REPAIR, ESPECIALLY WHEN FLUIDS MUST BE REMOVED FROM THE EQUIPMENT OR THE POSSIBILITY OF Cl EXPECTED POLLUTANTS WILL BE MINIMAL IN NATURE, POST - DEVELOPMENT. OIL, GREASE, ANTIFREEZE, GASOLINE, } I a:
7. INSTALL TEMPORARY STANDPIPE, PLACE INLET AND OUTLET PROTECTION. INLET ETC. MAY OCCUR IN LIMITED AMOUNTS AS A RESULT OF THE MAJORITY OF THIS PROJECT SITE BEING USED FOR ' _ co
A15 ADJACENT LAND USES: FLUID SPILLS IS HIGH, SHOULD ALWAYS BE DONE OFFSITE AT A FACILITY THAT IS MORE SUITABLE THAN A TEMPORARY PARKING. THE ONLY OTHER REASONABLY FORESEEN POLLUTION FROM THIS SITE WILL BE LITTER � Z Z_
PROTECTION SHALL BE INSTALLED IMMEDIATELY AFTER INLET IS FUNCTIONAL. NORTH: OFFICE CONSTRUCTION SITE TO HANDLE SPILLS, WHEN EQUIPMENT MUST BE REPAIRED ONSITE, IT SHOULD BE MOVED AND TRASH DUMPED BY VISITORS. THERMAL POLLUTION MAY OCCUR DUE TO STORM RUNOFF BECOMING HEATED Z
SOUTH: RETAIL TO THE MAINTENANCE AND FUELING AREA IF POSSIBLE, OTHERWISE, SUITABLE ON SITE CONTAINERS SHOULD BE FROM THE PAVEMENT SURFACE ON SUNNY DAYS, Z O
8. INSTALL UTILITIES. EAST: RETAIL PLACED UNDER THE EQUIPMENT DURING REPAIR TO CATCH ANY SPILLED FLUIDS AND THESE FLUIDS SHOULD BE Ix W 1
WEST: OFFICE DISPOSED OF IN A PROPER MANNER, C2 ALL EXISTING EROSION CONTROL MEASURES AS SHOWN ON THE PLAN VIEW WILL NOT BE REMOVED UNTIL FINAL CL Lu
9, TEMPORARY OR PERMANENT SEED ALL DISTURBED AREAS, INSTALL EROSION STABILIZATION HAS OCCURRED. FINAL STABILIZATION OF THE SITE WILL BE ACCOMPLISHED USING PERMANENT U
A16 CONSTRUCTION LIMITS ARE SHOWN IN THE PLAN VIEW. C. ALL REUSABLE FLUID CONTAINERS, SUCH AS GASOLINE CANS, SHALL BE INSPECTED FOR LEAKS EACH TIME THEY Z
CONTROL BLANKETS IN SWALES. ARE USED, IF LEAKS ARE FOUND, THE FLUID SHALL BE REMOVED FROM THE CONTAINER IN A PROPER MANNER PAVEMENT. OF ALL OPEN AREAS, LANDSCAPING WITH MULCH ON PARKING ISLANDS, AND PLACEMENT OF ASPHALT 92 IIX
10 STONE PARKING LOT, A17 THE SITE IS CURRENTLY OCCUPIED BY OPEN GROUND, A FEW TREES AND A DETENTION POND UNDER AND THE CONTAINER DISPOSED OF IN AN ACCEPTABLE MANNER. EMPTY DISPOSABLE CONTAINERS, SUCH AS 0 Z
CONSTRUCTION. GREASE TUBES AND LUBRICATING OIL AND BRAKE FLUID CONTAINERS, AND THEIR PACKAGING, SHALL BE C3 BUILDING OWNER WILL BE MAINTAINING ALL PARKING AREAS ON A WEEKLY BASIS. THIS MAINTENANCE INCLUDES
DISPOSED OF IN A PROPER MANNER AND SHALL NOT BE LEFT ON THE GROUND OR IN THE OPEN ON THE FREQUENT SWEEPING OF ALL PAVED SURFACES AS WELL AS COLLECTION OF ANY LITTER. THE DETENTION POND Z I O
11. PLACE PARKING LOT BINDER COURSE, A18 SOILS INFORMATION: CONSTRUCTION SITE. AND LANDSCAPING WILL AID IN KEEPING SEDIMENT AND OTHER SOLIDS FROM LEAVING THE SITE, AS WELL AS
CrA - CROSBY SILT LOAM: CHARACTERISTIC OF HAVING LOW PERMIABILITY THAT DRAINS SOMEWHAT POORLY. ALLOWING ANY THERMAL POLLUTION TO DISSIPATE PRIOR TO LEAVING THE SITE. ALL GREEN SPACES WILL BE
12. FINAL GRADING. THIS CAN PRESENT LIMITATIONS FOR BUILDING SITES. TO AID IN DRAINING THE SOILS BENEATH PAVED AREAS 2. CONSTRUCTION MATERIALS AND THEIR PACKAGING MAINTAINED WITH REGULAR MOWING DURING GROWING SEASONS. PERIODIC FERTILIZER APPLICATIONS WILL Q O
OF THE SITE, UNDERDRAINS EXTENDING 20 FEET ARE PROPOSED AT EACH INLET STRUCTURE. THE UNDERDRAINS OCCUR TO THE GREEN SPACES. j
13. COMPLETE BUILDING CONSTRUCTION. WILL HELP DRAIN AWAY WATER FROM BENEATH THE PAVEMENT AT THE WEAKER POINTS NEAR THE INLET A. EROSION CONTROL MEASURES SHOWN ON THESE PLANS SHALL BE IMPLEMENTED PRIOR TO AND DURING OWNER CONTACT: .j d
STRUCTURES. THIS WILL PREVENT HEAVING OF THE PAVEMENT DUE TO FREEZE/THAW. ALSO, MINIMIZING CONSTRUCTION IN THE PROPER SEQUENCING TO MINIMIZE SOIL EROSION, EROSION CONTROLS SHALL BE ALEISHA JEAGER a
STANDING WATER BY ADEQUATELY DRAINING THE SITE WILL PREVENT SATURATION PROBLEMS. INSPECTED AND MAINTAINED AS DESCRIBED ELSEWHERE IN THESE PLANS. EXCESSIVE DUSTING OF SOIL ON THE OPUS NORTH CORPORATION z < O
14. PLACE SOD AND LANDSCAPING. SITE SHALL BE MINIMIZED BY REDUCING CONSTRUCTION TRAFFIC ACROSS BARE SOIL DURING DRY AND/OR °
/ 8425 WOODFIELD CROSSING, SUITE 100 � cc
15. PLACE SURFACE ASPHALT COURSE.
BE - BROOKSTON SILT LOAM: LIMITATIONS ARE HIGH WATER TABLE AND MODERATE PERMEABILITY, WINDY WEATHER, AND BY APPLYING WATER OR OTHER ACCEPTABLE DUST CONTROL MEASURES TO THE SOIL. INDIANAPOLIS, IN 46240 =
WHICH CAN CAUSE PROBLEMS WITH BUILDING SITES SIMILAR TO THE BEFORE MENTIONED CROSBY SILT UPON COMPLETION OF CONSTRUCTION AND SUITABLE ESTABLISHMENT OF PERMANENT VEGETATION, TEMPORARY PHONE: 317- 469 -7568 / W
LOAM, SIMILARLY, THE UNDERDRAINS AT THE INLET STRUCTURES WILL HELP PREVENT HEAVING AND EROSION CONTROL MEASURES SUCH AS SILT FENCE AND INLET PROTECTION DEVICES SHALL BE REMOVED IN A
16, REMOVE SILT FENCE, INLET PROTECTION AND TEMPORARY STANDPIPE AFTER ALL DAMAGE TO THE PAVEMENT. MINIMIZING STANDING WATER WILL PREVENT SOIL SATURATION, MANNER TO MINIMIZE ADDITIONAL LAND DISTURBANCE, ANY AREAS DISTURBED BY THESE OPERATIONS SHALL BE C4 PERMANENT STORMWATER QUALITY MEASURES WILL INCLUDE THE REMOVAL OF SEDIMENT WITHIN THE DETENTION 0 60 120 180
AREAS ARE STABILIZED. PROPERLY REVEGETATED, BASINS AND REPLACING IT ON SITE.
A19 ALL PROPOSED STORMWATER SYSTEMS ARE SHOWN IN THE PLAN VIEW, DETAILED INFORMATION (LE, INVERT O
LEGEND ELEVATIONS) CAN BE FOUND ON THE UTILITY PLAN. B. LARGE WASTE MATERIALS CREATED BY CUTTING, SAWING, DRILLING, OR OTHER OPERATIONS SHALL BE PROPERLY C5 MAINTENANCE OF ALL STORMWATER POLLUTION PREVENTION MEASURES WILL BE THE RESPONSIBILITY OF THE
DISPOSED OF IN SUITABLE ONSITE WASTE CONTAINERS. THE SITE SHALL BE CHECKED AT THE END OF THE PROJECT OWNER, OPUS NORTH CORPORATION, UTILIZING PROCEDURES OUTLINED ON THESE PLANS. THE GRAPHIC SCALE IN FEET
PROPOSED A20 NO OFF SITE ACTIVITIES ARE ANTICIPATED. DAY, AT A MINIMUM, AND ALL WASTE MATERIALS, INCLUDING THOSE BLOWN ACROSS OR OFF THE SITE BY MAINTENANCE GUIDELINES CONSIST MOSTLY OF GOOD HOUSEKEEPING MEASURES. ANY GRASSED OR VEGETATED
WIND, SHALL BE PICKED UP AND DISPOSED OF IN SUITABLE CONTAINERS. WHERE POSSIBLE, OPERATIONS AREAS THAT EXPERIENCE EROSION FROM RAINFALL EVENTS SHOULD BE REPAIRED AND REVEGETATED AS SOON
A21 SOIL STOCKPILES ARE NOTED IN THE PLAN VIEW. SUCH AS SAWING THAT CREATE SMALL PARTICLES SHOULD BE PERFORMED IN ONE SPOT IN AN AREA AS POSSIBLE. TRASH OR LITTER SHOULD BE PICKED UP AND PROPERLY DISPOSED TO PREVENT IT FROM
SILT FENCE X PROTECTED FROM WIND, AND WASTE PARTICLES COLLECTED AND DISPOSED OF FREQUENTLY TO MINIMIZE WIND GETTING INTO THE STORM DRAINAGE SYSTEM AND DOWNSTREAM WATERWAYS,
A22 EXISTING TOPOGRAPHY IS SHOWN IN THE PLAN VIEW. DISPERSAL, PACKAGING USED TO TRANSPORT MATERIALS TO THE SITE FOR CONSTRUCTION OF THE FACILITY 'HOLEY MOLEY-
SHALL BE DISPOSED OF PROPERLY, WHETHER THE MATERIAL IS TAKEN OUT OF ITS PACKAGE AND INCORPORATED EROSION OF THE DETENTION POND BANKS SHOULD BE ADDRESSED AS SOON AS IT BECOMES VISIBLE BY
INLET PROTECTION � A23 PROPOSED CONTOURS AND SPOTSHOTS ARE PROVIDED IN THE PLAN VIEW TO INDICATE DRAINAGE PATTERNS. INTO THE PROJECT IMMEDIATELY OR STORED ONSITE FOR FUTURE USE. PACKAGED MATERIALS STORED ONSITE FILLING THE ERODED AREA WITH SUITABLE SOIL AND ESTABLISHING VEGETATION IMMEDIATELY, PREFERABLY BY DONT ® SHEET NO.
SHALL BE INSPECTED REGULARLY AND ANY LOOSE PACKAGING SHALL BE REPAIRED OR DISPOSED OF PROPERLY, SODDING, THE SAME MEASURE SHOULD BE USED FOR STEEP BANKS OF ANY BERMS OR SWALES.
CONSTRUCTION COMPONENT C. ALL DEWATERING ACTIVITIES SHALL BE DONE IN ACCORDANCE TO GOOD EROSION CONTROL PRACTICES, THESE PAVEMENT AREAS SHOULD BE MONITORED FOR POLLUTANTS, ANY LARGE QUANTITIES OF FLUIDS SUCH AS OIL, DI
EROSION CONTROL BLANKET 61 POTENTIAL POLLUTANT SOURCES DURING CONSTRUCTION ACTIVITIES INCLUDE CONCRETE WASTE WATER, TRASH, PRACTICES SHOULD INCLUDE THE USE OF DIRT BAGS SUCH AS DANDY DIRT BAGS. THE USE OF THESE TYPES ANTIFREEZE, BRAKE FLUID, ETC. FOUND ON THE PAVEMENT SHOULD BE REPORTED TO THE OWNER, THE OWNER
FOSSIL FUELS, OIL, GREASE, PAINT. EXPOSURE OF THESE POLLUTANTS TO SLING, MAIN RUNOFF SHOULD - OF DEWATERING DEVICES WILL REMOVE LARGE QUANTITIES OF SILT, SEDIMENT, AND DIRT AND PREVENT THESE SHOULD CLEAN THE POLLUTANTS AND PREVENT THE SOURCE FROM ENTERING THE SITE IN THE FUTURE, BLIND
MINIMIZED BY PERFORMING ACTIVITIES SUCH AS EQUIPMENT STORAGE, REFUELING, MAINTENANCE AND PORT-A--LET MATERIALS FROM ENTERING THE STORM SEWER SYSTEM. FINALLY, PAVEMENTS SHOULD ALSO BE MONITORED FOR SEDIMENT COMING FROM VEGETATIVE AREAS, IF C302
PLACEMENT IN DESIGNED AREAS AS SHOWN ON THIS SHEET.
RIPRAP POST- CONSTRUCTION EROSION IS OCCURRING, THE SOURCE SHOULD BE RE- STABILIZED AS SOON AS POSSIBLE
62 A CONSTRUCTION SEQUENCE CAN BE FOUND ON THIS SHEET. D. IF THE USE OF LIME IS USED TO STABILIZE THE SOIL OF THE SITE THEN ALL CONSTRUCTION EQUIPMENT USED BY SEEDING, SODDING OR MULCHING, MEASUREMENTS OF STORMWATER STRUCTURES, TAKEN AFTER EACH RAIN
SHALL BE CLEANED OF ALL EXCESS MATERIAL WITH WATER IN THE CONSTRUCTION STAGING AREA AS SHOWN EVENT OF •5 INCHES OR MORE, OR MONTHLY, AS DETERMINED BY LOCAL WEATHER CONDITIONS. 1- 800 -382 -5544
CONSTRUCTION LIMITS • - - - - - - - - - - WITHIN THESE PLANS,
CALL TOLL FREE