HomeMy WebLinkAbout36REVISIONS
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DATE DESCRIPTION
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t NQrES; FOR EROSION CONTROL QUANRNTY SUMMARY
SEE SHEET C-
605
FOR SEQUENCE OF CONSTRUC77ON OPERA 77ONS
SEE SHEET C-605
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CONTOURS AS SHOWN ARE FINISHED GRADE
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r A00IT70NAL EROSION CONTROL MEASURES_
MA Y BE REQUIRED BY FIELD INSPECTOR
= -- lP ' A S COND177ONS WARRANT t 1 1 1 l A 1 1 1 A 1 t 1 A
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Fm EROSION CONTROL LEGEND
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r ° c8 t? L�' - I , lP (AInstall eroslon control blanket or all slope areas
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P / � ��( greater than 4 --land ir, ditch channels.
t (,B)Install seeding per Seeding Chart on oil areas not to be
immediately po*d.
Flo If w (�)Install Silt Fencing where indicated
obi IP Install erosion silt barriers around inlets.
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ST 1,800 sq. ft. (min.) Temporary Sediment Trap Reqd.
ML LmnON
A irePOND 1
l OF Install Temporary Inlet Protection
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(Install Temporary D/verson Ditch where indicated z
LOAM 8TH 51
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r MW SOL FT.
I OInstall Temporary Check Dam -
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Olnstall Loydown Area and vonstrution Entrance
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� (6" 12 Coarse Aggregate) W0
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380 1Syd. QC10A HMA Base (3" Thick) or � U Z �
q _ I 9 Comp. Agg, Base, Type 70, No. 53 -
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F SFQUDME OF CONSIRU MN OPERA Haus - ER0,90 r PREVENZZQN
OEVEW F: SEMEF' [ I ; 'Ak r SEWER SU #1
\ EAs£ME.vr,SEM '- a INSTALL TEMPORARY RISER ON EXISTING 24' RCP OUTFLOW PIPE AT THE SOUTHEAST D±
CORNER OF EXISTING POND
QO' OIF 12' PIPE 01.0 -- — -- - - -- — -- — --- — -- — -- -- -- --- _ -_ ' - - - _ - - -- --- --- - - -
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INV. EL QOAt7(OUT) - - &-12-.0
b INSTALL SILT FENCE PRIOR TO ANY EARTH MOVING ACTVITY >`
Ip !P -- STEP 02
.� a INSTALL ROCK 'HORSESHOE' AT PIPE INLET SEE DETAIL SHEET N0. G-602
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STEP #3
TEMPORARY Df VERSION SWALE
a INSTALL 100' OF AGGREGATE BASE COARSE OF TEMPORARY DRIVE AND
--rn1 rrg _ TEMPORARY PIPE CULVERT
Vit' ~ �/S
_-_-+ - STEP
e a $ a CONSTRUCT SWALE AND SEED IMMEDIATELY
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$` b. CONSTRUCT CHECK DAMS
i 81. Temporary Access Drive - All-weather surface - 24 foot typical width4+�-
STEP #5
a CONSTRUCT SEDIMENT BASIN NO. 2 A 5' BERM W/ 3;1 SIDE SLOPES AND A 12' STAND PIPE
i m EO Ift. 36' Temp",I
Pipe O 0.5X - SEE DETAIL THIS SHEET
3
06
GD) X ✓l - SDa CONSTRUCT SWALE AND SEED IMMEDIATELY (SPOIL TO BE USED TO CONSTRUCT STEP #5
' b. CONSTRUCT CHECK DIMS
NOTE: _
CD - ' AFTER COMPLETING STEPS 1-6 THE FOLLOWING ACTIVITIES CAN COMMENCE
1 _
1. CLEAR AND GRUB SITE
2. STRIP AND STOCKPILE TOPSOIL (IN DESIGNATED AREA)
810 3. ROUGH GRADE PHASE 9 AND PHASE vy AREA -� W
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AREA OF RELOWED INDIANA 4 SEED 'PHASE " AREAp
WA TERWA Y AND WETLANDS _ z C
5. BEGIN EXCAVATION OF RETENTION POND #.3 LEAVING BERM BETWEEN EXISTING POND (� p
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6. REPLACE REQUIRED Ill FROM POND TO PAD AREA, BRING PHASE i TO PLAN. o Q
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7. CONSTRUCT TEMPORARY ACCESS DRIVE AND L AYDOWN AREA. 0
DD 8. COMMENCE DE -WATERING AND FANG WEST 1/2 OF EXISTING POND. _ LL N
LEGEND Q,^ - _
RETENTION
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� �'.1� rl Ec rll)N � , POHD 3 9. CONSTRUCT RELOCATED INDIANA WATERWAY AND WETLAND AREA FROM DOWNSTREAM END AND ~ �
-Ex-w- Exist. Water Line a;`, (INS _
INSTALL CHECK DAMS.
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—EX—G— Exist. Gas Line / 10. CONSTRUCT PONDS /1 AND #2, USING POND #2 AS A TEMPORARY SEDIMENT BASIN U Q U
AND INSTALL TEMPORARY INLET PROTECTION AROUND STRUCTURE IN POND X12
EX_UGT-Exist. Underground Telephone Line
'ml -EX-UGE- Exist. Underground Electric Line 11. SHAPE PARKING LOT, BUILDING PAD AND CONSTRUCT DRAINAGE INFRASTRUCTURE. O W (f}
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-w- Prop. Water Line 12. SEED ROUGH GRADED AREAS THAT WILL NOT BE PAVED. Ln — W
-G- Frop. Gas Line I 13.INSTALL INLET PROTECTION MAHEN EACH STRUCTURE IS INSTALLED. O z l
—UST- Prop. Underground Telephone Line Q
r -j - UGE- Prop. Underground Electric Line - 14. REPLACE TOPSOIL UPON COMPLETION OF ROUGH GRADING. FINE GRADE TO PLAN ELEVATIONS. - W Q � �--
t —ss-- Frop. Sanitary Sewer Line Ex,,, -4' kcF FTE
15. FINAL SEEDING SHOULD BE INSTALLED AS SOON AS POSSIBLE AR FINAL GRADING, `y
sQ Sanitary Sewer Manhole w'END`SECPOw
IT IS RECOMMENDED THAT NO MORE THAN SEVEN DAYS PASS BEFORE FINAL SEEDING HAS , a
0 Fire Hydrant )NV EL. 8091 -LU-ST 4' RCP - L , 1
Y (OUT1 E% W ENC EC_WN
W; 1 Pro . Curb Box Valve INSTALL TOP. RISER / DEwt�s � �; u,
^i'. EL 09 4 3 /IN = Q
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SFE DETAIL 57iEET N0. c -6A3 „ 16. REMOVAL OF TEMPORARY EROSION CONTROL SHALL FOLLOW THE GUIDELINES L
OUTLINED IN 'EROSION CONTROL MAINTENANCE' PROCEDURES HEREON.
GRAPHIC SCALE
0 40 80 no
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C- 207
IN FM
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1 inch = 80 i't. CSI PROD. #00-113
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