HomeMy WebLinkAbout3002824440041-08272014Cc/
47 P-.19 ct-Vi (7)
b/-5.' (14// \"4P) rwfw ? 2 5 4rt rv7/
4") c0f-9SI, (ti) rt/y J1025
1,/'—a--Vp421 f-,(Nr (-V 2!
PR
O
P
OS
E
D
SI
TE
REVISIONS BY
q:b1;
Wang HIPP
4-
\yo
c<? c>0,4
'')0. o .17 8 eo •
AS, 6-• NOTES:
AREA DRAIN RE.865.35
CONNECT TO PASTING 6" SUMP DRAIN
I IN FEET/
7z„ LEGEND
r3 S -3> DENOTES FOUND IRON MONUMENT
0 DENOTES IRON MONUMENT
DENOTES CASTING ELEVATION
DENOTES IDCSONG CONTOUR
DENOTES PROPOSED CONTOUR
x XXX.X DENOTES PROPOSED SPOT
ELEVATION
DENOTES CORRUGATED POLYETHYLENE PIPE
(CPEP)
• DENOTES PROPOSED AREA DRAIN
DENOTES PROPOSED DRAINAGE FLOW
066
1
li
1-......1,.—
'H...,./N.
I
--
1
SUMP DRAIN SERVICE a cLEAmour 1 ,........ - • no..< ' _
AREA DRAIN RE.665.35
AREA DRAIN
RE.B65.35
2511-4" CPEP DRAINTRE
(SLOPED TO DRAIN)
I. ALL REFUSE GENERATED BY CONSTRUCTION ACTIVITIES SHALL BE PROMPTLY DISPOSED AND STORED IN DULIPSTERS.
2. ANY SEDIMENT TRACKED ONTO CITY STREETS SHALL BE CLEANED UP BY NE CONTRACTOR NO LATER THAN THE END
OF niE WORKING DAY IN WHICH IT WAS DISCOVERED. 3. ALL DISTURBED GROUND SHALL BE SEEDED OR HAVE SOD
PLACE ON IT WITH IN 14 DAYS OF INITIAL DISTURBANCE.
ASSUMED NORTH
54&F-4" CPEP DRAINDLE
(SLOPED TO DRAIN) 0\4
op,\O
GRAFHIC SCALE
PR
O
P
O
S
E
D
S
IT
E
REVISIONS BY
•
ass
ASSUMED NORTH
LEGEND
cGr:
1. AU_ REFUSE GENERATED BY CONSTRUCTION ACTIMTIES SHALL
BE PROMPTLY DISPOSED AND STORED IN DUMPSTERS. 2. ANY SEDIMENT TRACKED ONTO CITY STREETS SHALL BE CLEARED UP BY THE CONTRACTOR NO LATER THAN THE END OF THE WORKING DAY IN WHICH FT WAS DISCOVERED.
3. ALL DISTURBED GROUND SHALL BE SEEDED OR HAVE SOD PLACE ON IT %MTH IN 14 DAYS OF INITIAL DISTURBANCE
AREA DRAIN
RE=865.35
AREA DRAIN
RE=B65.35
251S-4° CPEP DRAINTILE
(SLOPED TO DRAIN)
CONNECT TO EXIS11NG 6° SUMP DRAIN
• DENOTES FOUND IRON MONUMENT
CI DENOTES IRON MONUMENT
DENOTES EXISTING ELEVATOR
DENOTES EXISTNG CONTOUR
DENOTES PROPOSED CONTOUR
XCCX DENOTES PROPOSED SPOT
ELEVATION
DENOTES CORRUGATED POLYETHYLENE PIPE
(CFEP)
• DENOTES PROPOSED AREA DRAIN
DENOTES PROPOSED DRAINAGE FLOW
NOTES
AREA DRAIN
RE=865.35 etp6,
5471-4. CPEP DRAINTLE
(SLOPED TO DRAIN)
GRAPHIC SCALE
tr 11340
(INRET)
CIALWV.TWX..,'W.
SUMP DRAIN SERVICE CLEAMOUT 1:714_•
MI
Wier= nI101 istni;
8V pgig
DRAWN EH
RAT
C2
DATE
JDEHO
UM]
SHEET
6.9 6061 ?./
LEGEND
• DENOTES FOUND IRON MONUMENT
o DENOTES IRON MONUMENT
DENOTES EGSTING ELEVATION
DENOTES EXISTING CONTOUR
DENOTES SILT FENCE
c966'
PROVIDE INLET PROTECTION
GRAPHIC SCALE
CONSTRUCTION ENTRANCE/007. AGES MUD MAT OR APPROVED
EQUAL (SIZE 32' LONG x RIDE)
IN FEET I
c)(
ASSUMED NORTH
REVISIONS BY
§De.
glRa
Mc,M;iP
DRAWN BY
RAT
1-Y1ClitL,17.! RAT
DATE "
SHEEY
Cl
- 411!11!51111.111.1rIt!'i.l'H
CONSTRUCTION ENTRANCE (AGES MUD MATTER))
(NOTES $0.45)
LITVit.41) THE MT:SMALL 1 I'
WRY. OS WACO 1•101 SAO WA. Male.
xi- WrI11.177 MIAMI nmer - T SW,
SEDIMENTATION FLIER (INLET PROTECTION)
STANDARD SILT FENCE Norm ecAlo
NOTES:
T. THE AMOUNT OF DISTURBANCE DOES NOT MEET THE MINIMUM
/REQUIRED FOR A NINE MILE CREEK WATERSHED DISTRICT PERMIT.
2. CONTRACTOR TO PROVIDE POSITIVE DRAINAGE FROM THE BACK YARD AREA TO DAMSON LANE. 2. NO CONCRETE WASHOUT WILL BE ALLOWED ON RITE.
4. NO HAZARDOUS WASTE SHALL BE STORED ON SITE 5. NO STOCKPLING OF EXCAVATED SOILS WILL BE ALLOWED. MESS SOILS TO BE REMOVED IMMEDIATELY AFTER EXCAVATION.
6. IF TEMPORARY PUMPING OF SEDIMENT LADEND WATER IS
REQUIRED THE CONTRACTOR SHALL USE A FILTER BOX OR
APPROVED EQUAL) 70 REMOVE SEDIMENT PRIOR TO DISCHARGE.
7. THE INDIMDUAL RESPOSBLE FOR THE CLEANLINESS OF THE SITE AND THE MAINTENANCE OF THE EROSION AND SEDIMENT CONTROLS IS AND HIS/HER TELEPHONE NUMBER IS
Na
TM MST SNOT MIR. OEM NALL IE Ci Mal PIM WNW Goo so.Am/rD. AS na IIIE IJAIASAMPER'S SRA
NrSOIT ISSIIVOL 1.1. MALL IX M.. DALT Sr TilL 0011111AL741 1141TAMIM A WWII O. 1,1011111 OR .1111 1K AS ROM FOLL0111110 A SWIM MT. FLTIM M. LIE C.. DI A 4111/31 MIMS MAT . SMS.TRIEWAS CO SM.
LEGEND
• DENOTES FOUND IRON MONUMENT
0 DENOTES IRON MONUMENT
DENOTES onsuic ELEVATION
DENOTES EXISTING CONTOUR
0 a DENOTES SILT FENCE
666'
PROVIDE INLET PROTECTION
.1155.5
CONSTRUCTION ENTRANCE/EAT. AGES MUD MAT OR APPROVED
EQUAL (SUE 32 LONG x 8 WIDE)
GRAPHIC SCALE
11.174
ONFEET)
REVISIONS BY
Whig
'iftW1 ri6.10J F,Ng2hil wrEwa pgmt`
DRAWN BY
CHECZ,,.r
DATE
78111.0,
SHEET
Cl
CONSTRUCRON ENTRANCE (AGES MUD MAT ON )
(NOT TO SCALE)
IMIOG
MC WIT 610:6107 COMM MICE MALL 1E 6 ROI rum WW1 CSO .4./Fry AS PM 11E KANUMMILR, 711.1.
'ME SEIM r COVIRCI_ DENC£ NOLL RR RCP.. °ALT CORTRACOR AA1) YAWNED A WNW MCC PM warm OR FM LK 40 MORS FOLLOMIO A VON DM
$j ;jr MAL OE CLEM. SYRADI R1 A 111.601 MOM MOVEN Ranaumr =Nam We MUM ROM FUT IVATIM) FLIVI MALL OR ROMEO, CP CUM=
MIDS.
RIR ,LISelfr COMO MAC, - iRg
ZDZIENTATION FILTER (INLET PROTECTION)
STANDARD SILT FENCE 111131-10
NOTES:
I. THE AMOUNT OF DISTURBANCE DOES NOT MEET THE MINIMUM REQUIRED FOR A NINE MILE CREEK WATERSHED DISTRICT PERMIT. 2 CONTRACTOR TO PROVIDE POSITIVE DRAINAGE FROM THE BACK
YARD AREA TO DAMSON LANE. S. NO CONCRETE WA-SHOUT WIU- BE ALLOWED ON SITE. 4. NO HAZARDOUS WASTE SHALL BE STORED ON SITE
S. NO STOCKPIUNG Of EXCAVATED SOILS WEI BE ALLOY/ED. ID(CESS SOILS TO BE REMOVED IMMEDIATELY AFTER EXCAVATION.
N. IF TEMPORARY PUMPING OF SEDIMENT LADEN° WATER IS REQUIRED THE CONTRACTOR SHALL USE A FILTER BOX (OR
APPROVED EQUAL) ID REMOVE SEDIMENT PRIOR TO
DISCHARGE. 7. THE INDIMDUAL RESPOSIBLE FOR THE CLEANUNESS OF THE SITE AND THE MAINTENANCE OF THE EROSION AND SEDIMENT
CONTROLS IS AND HIS/HER
TELEPHONE NUMBER IS
II
R
gyp, LAMM, 0,7