HomeMy WebLinkAbout70-01 ADLS Grading Drainage Erosion PlanF
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1 ALL PROPD�ED SPOT ELEVAT10NS ARE THE FINAL TOP DF PR0POSED SPOT ELEV.
SLAB' DR FINAL GRADE ELEVATION.
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2 ALL EXISTING MANHOLE'S AND CATCH bA311`1 (..'1RA1E8. VVA|ER
OR W)' VALVES SHALL BE ADJUSTED 10 NEW F\N|SH GRADE
PROPOSED CONTOUR LINE
ELEVAT|ON
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P|P[ To REWA|N PROTECT DUR|NG
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ENST>N� STORM INLET TO REWAN PR0|EC1T UUR|N�
CONSTRUCTION PHASE
N[VY �TOF,W PIPE,
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REMOVE EX|�'HNC |HLET.
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ECTR|CAL PLANS FOR |NR}R�AT�0N� EL
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NEW LAND! ACO DRAW &c HETAN|NC
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CONCRETE CURB ELEYAT0N,
ED
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ELEV, &c M4JER|AL
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EX|SJ(NG �P0T GRADE
EX|STiNG CONTOUA
EX|50NC [L[CTR|CAL LINE
TRAN�F0RMER PAD
C0N�TRUCT|ON L|k�\T LINE
SI-FAW BALF EROSION CONTROL DEVICE
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SEE DETAIL
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1 1 /7"� 1 -I /�">( �/1`` LONG'
W()0) LATH T{) �ECURE TO
cJ/\KES
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~ � [YF, AOPy[E0� [ L 0 1 | X /\ |�
MAINTAIN RY FREMO\/\NC
ACCUMULATED S1[i
(�[lT C(lNT\N[10(l� TRr,NCH, R"
1-0 A" DEEP & \���EF�T | D0SE
END OF F"AARIC. A&( \FILL
W/ EX ED MATERIAL &:
COMPACT
)( 7")( 36° LO�J[� HARDWOOD
�T/ KES yV/ ONE E ND
&SPA[ED �'-O`' [)�[
SILT FEor'44"ClE DETAIL
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4�j" LONG DOWELED INTO
CbNCRETE FLOOR AND 0O
LAND|N(, BY 24 , |!1 U|
1[}2
1 ALL EROSION AND SEDIMENT CONTROL WORK SHALL
CONFORM TO THE STANDARDS. SPECIFICATIONS AND
PROCEDURES OF THE C�Y, COUNTY' OR OTHER GOVERNING
AGENCIES, WHICHEVER HAS JUR|5D|CT|ON,
2. SOIL EROSION CONTROL DEVICES AND PRACTICES WILL BE
ESTABLISHED IMMEDIATELY BEFORE ANY CLB\N|NG, GRAD|NG,
EXC/A/AT|NG, FILLING OR OTHERWISE DISTURBING OF NATURAL
TERRAIN. THE CDNTRACTDR SHALL PRESERVE THE NATURAL
VEGETATION AS MUCH A� PO�3|BLE.
3. ALL EROSION AND SED|k�EN[ C0NTROL DEVICES SHALL
REMAIN IN PLACE DURING THE ENT|RE CDNSTRUCT0N PHA�E.
ONLY THOSE CONTROLS AND DEV|C[5 THAT ARE TEk4PORARY
IN NATURE SHALL BE REM0VED DR MODIFIED TO ALLDVV
PROGRESS OF CONSTRUCTION. DAILY (NSPECT|ON5 MUST BE
MADE BY THE CONTRACTOR FOR EFF[CT\VENESS OF THE
EROSION AND SED|W[NT CONTROL DEVICES NECESSARY
REPAIRS OR REPLACEMENT MU�T BE WADE VV|THOUT DELAY
THE CONTRACTOR SHALL B[ RESPDN3|BLE FOR THE CARE,
MAINTENANCE REPAIR AND RECONSTRUCTION OF ALL DEVICES,
CONTROLS AND ERODED AREA' |F THE CONTRACT |� QVEN
TO THE EXCAVATING CONTRACTOR OR A SUBCONTRACTOR AND
THEY FAIL. TO CARE, AND R[PA{R ALL DAMAGE TO THE
EROSION CONTROL D[V|CE�' THEN THE GENERAL CONTRACTOR
WILL BE RESPONSIBLE FOR THIS WORK AND ANY DAMAGE
THAT MAY HAVE OCCURRED.
4 FINAL OR -TEMPORARY SEEDING AND �UST BE DONE
IMMEDIATELY AS DIRECTED BY THE LAND5CAP[ PLAN'
EROSION CONTROL PLAN AND DR GRADiNC/DRA|NA�E PLAN,
5. STRAW BALES' SILT FENCING AND OR GRAVEL PROTECT|0N
SHALL BE USED AS INDICATED ON PLANS. IF LOCAL
ORDINANCE DICTATE ALTERNATE ER0Si0N CONTROL DEVICES
AND DETAILS, IT SHALL BE THE RESPON5|B|LITY OF THE
CONTRACTOR TO USE THE HEOU\RED LOCAL DEVICES.
G. ALL MUD, DIRT OR GRAVEL SPiLLED, TRACKED OR DUMPED
ON PUBLIC DR PRIVATE STREETS, ROADS, DR|VEWAYS OR
SIDEWALKS, THE CONTRACTOR MUST REMOVE QUICKLY AND
PROMPTLY.
7. |MWED\ATELY AF-TER SEEDING, MULCH ALL SEEDED AREAS
WITH UNWEATHERED STRAW SPREAD UN|FORk�LY 4J THE
RATE OF TWO TONS PER ACRE OR 100 POUNDS PER
1.000 SQUARE FEET TH|5 �ULCH �HUULD BE ANCH0HED
WITH A DISC-TYPE AN�HUR\N� TODL AND OR APPROVED
TACK|F|ER |F ALLOVVED' A VYO0D CELLULOS[ FIBER MULCH
YDROMULC AND APPROVED TACk\F|[R WAY BE USED
|`N LIEU OF STRAW MULCH ALL M[THUDS k4UST MEET ALL
THE LOCAL DR CITY REQUIREMENTS
8, ALL PROPOSED SPOT ELEVATi0N� ARE THE RNAL FOP OF
PAVEMENT, TOP OF CURB OR F|WAL GRADE ELE\4\0N
�Y7 VV0OD
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ET���W A/\�E \
FLOW
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COMPACTED
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LU�L
RL\A|N|NG WALL
STEP BEYOND�-/
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PIPE | VY/ TRASH BUCKET
LDCE �F
RE1�N|N6 WALL
�LOPE Fv4/[�ENT EDQE
T0 DRAIN TYP. BOTH SIDES.
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°|7-~�� THE LAW"
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CATCH B A w��` I ��� �����, � �=� � N�� U1- � � �=� ~w�' w�� � �� = �� � ��" °~�'~�� � ~ � � - -- - - n��=nM"�°mCON G"RETE, S � �=�� � �~� m��� 0') -- - - -----------------------'
Day�
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Architecture
Engineering
interiors
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Landscape Architecture
Land Surveying
280 East 96th Street
Suite 200
8ndianapoUm, Indiana 46240
317.848.7800 |
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FAX 317.574.0867
Scope Drawings:
Issue Date Dlawn BY Checked By
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