HomeMy WebLinkAboutPlan, Tentative APPLICANT 10/23/2017/—HIGHWAY RIGHT OF WAY
EXISTING DRIVEWAY "K"
35'-0" WIDE WITH 18'-0"
MIN. PAVED THROAT
WATER BOARD 40'-O"
IRRIGATION DITCH_ EASEMENT
10
WEST SIDE
PROPERTY LINE
A
EXISTING DRIVEWAY "L"
30'-0" WIDE
OWNED BY OTHERS
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,
,
,
,
,
EXISTING DRIVEWAY "A",
32'-0" WIDE
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NOTES: FENCE
--■- s SANITARY SEWER
1. CARE SHALL BE TAKEN TO INSURE THAT CHEMICALS USED DURING_, STORMWATER TO PERCOLATION FROM DOWNSPOUTS
CONSTRUCTION WILL NOT ENTER SOIL OR BE WASHED INTO THE STORM ( }
WATER DRAINAGE SYSTEM. NO PAINT WASTE OR CLEANING MATERIALS SHALL _.._qy�_ STORMWATER TO CITY (FROM ASPHALT AND GRAVEL)
BE ALLOWED TO ENTER THE SOIL OR STORM WATER DRAINAGE SYSTEM.
TAX LOT BOUNDARY
2. THIS SITE IS NOT IN THE FEMA 500 YEAR FLOOD PLAIN. �•� 1 YEAR -TIME OF TRAVEL ZONE BOUNDARY
3. BASIN INFORMATION: UPPER WILLAMETTE; NEAREST STREAM Q -STREET 2 YEAR TIME OF TRAVEL ZONE BOUDNARY
CANAL (PATTERSON SLOUGH) LLID 1230833440571-5-1. (LANE COUNTY) �.. �. 5 YEAR - TIME OF TRAVEL ZONE BOUNDARY
♦' UTILITY POLE
° CATCH BASIN
t FIRE HYDRANT
ISSUED EOR
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G 1 ' _C1 Digitally signed
PERMIT
N��•84323PE by Zeus Brunnei
OREGON Date:
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ISSUED EOR BID ,
NIN FOR EXPIRES: 12/31/2017 15:22:24 -07'00'
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ISSUED FOR BID
REVISION
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PARTS LIST
ITEM'
I REOD I PART OR DWG. NO. ' DESCRIPTION
LANDSCAPE STRIP — EXISTING DRIVEWAY, 35'-0" WIDE
HIGHWAY RIGHT OF WAY
10'-0" UTILITY EASEMENT
'I SILT FENCE,
2866 (2) PLACES
TEMPORARY STAGING OF
EXCAVATION MATERIALS
APPROX: 75'x150' AREA
EXISTING 7'-0" HIGH
CYCLONE FENCE
EXISTING SHIPPING DOCK
OFFICE = 684 SQ. FT.
(TO REMAIN)
EXISTING SHIPPING DOCK
= 2,100 SQ. FT. TO BE MODIFIED
WITH ADDITION TO = 9,600 SQ. FT.
SEE DRAWING 0091-2865-D FOR
AREA BREAKDOWN
'--.EAST STORAGE BLDG
52'-0" W x 170'-0" L
8,840 SQ. FT.
♦ ♦
�— "ft 0-ftu—
NEW PAVED TRUCKING AREA: 0.8 AC
(APPROXIMATE), SEE SITE PAVING
AND UG PIPING DWG #0091-2865-D.
PREVIOUSLY MIX OF CONCRETE,
ASPHALT, AND PACKED GRAVEL
SURFACES.
PROJECT AREA
PERCOLATION PONDcopy
OoD
x_60
2 3
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4�mv�s«aiL1 .r aJi.'ta4 +C:�
EE JOB NUMBER CAD FILE
EVERGREEN ENGINEERING EE
aos�-2$64—D-0
Engineering and Construction Services
EUGENE, OREGON
CKD:
(541) 484-4771 FAX, (541) 484-6759
www.evergreenenglneering.con APP:
DRAWING SORTS
TOLERANCES
AS NOTED)
DRAWN BY
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Kingsford Manufacturing Company(EXCEPT
1 IDATE�J�j
7/6/17
0 4 8ths 16 24
DECIMAL
f •005
TITLE
EAST TRSITE PLAN DOCK EXPANSION
STORMWATER FATE & EROSION CONTROL
0 5 tOths 20 30
CK BY
PROPERTY OF THE CLOROX COMPANY — IMPORTANT —
THIS AND S SUING CH ISRINT IS SUBJECTOTO"RECALLL TUANYLTIME.ISINFORE
MATION CONTAINED HEREON IS NOT TO BE DISCLOSED OR
REPRODUCED IN ANY FORM FOR THE BENEFIT OF PARTIES
OTHER THAN NECESSARY SUBCONTRACTORS & SUPPLIERS
WITHOUT THE WRITTEN CONSENT OF THE CLOROX COMPANY.
FRACTIONAL
± 1/64
DATE
DIVISION OR
SUBSIDIARY K I N GS FO R D
LOCATION
SPRINGFIELD
APPROVED BY
J D H
10 10 17
ANGULAR
t
SCALE
1V1=1W
DRAWING 0091 _- A 8 ^ — D — 0 0
1 /v^
BY
DATE
DATE
1 /20
11
TRUCKING ENTRANCE TRUCKING EXIT
WAREHOUSE #3 (E) CB #1
T.O. GRATING
EL 473.00'
TO SETTING POND (E) 10" SEWER LINE
--- ------ --------.ST[2] ------------- ----- ST[2] ------------------------ --------------------------- ST[2]-,'- ------- I'----
------- -------------------. ST[l --ST[l
FW --------------------------- (E) C B #3
T.O..GRATING
(E) HYDRANT EL 473.00'
v v I I %'-'
i -I I L_
fit) UUNU AHNUN REPAIR ASPHALT BORDER AS REQUIRED.
- ----- CONCRETE EDGE TO MATCH EXISTING
......... ELEVATIONS
VvAKLl-iuu)L I
F.
7- 7
... . .. . ... ........ . .
Ln
EXTEND TRENCH DRAIN FOR AREA IN FRONT OF STORAGE
LENGTH OF NEW TRUCK DOCK BUILDING IS A MIX OF SLABS
AND ASPHALT. CUTTING RE
APPROXIMATELY 134' (CAN BE REQUIRED,.
ED,.
_FLAT OR SLOPED TOWARDS EXIST)
NEW DOWNSPOUT WITH 35'± OF .MATCH EXISTING ELEVATION,
CD
4"0 PVC U.G. PIPING
V) up
-------- -• NEW 10"0 PVC U.G. PIPING (180'
WITH (4) NEW 40 DOWNSPOUT TIE—INS
----ST[ 1 N]-
GRADE BREAK (INLINE WITH
----------
EXISTING GRADE BREAK)
EL 473.67'
(E) MH#3 T.O. MH EL 474.14
TIE—IN NEW 100 & 40 UG PIPING
(E) HYDRANT
WAREHOUSE #4
(E) FIRE WATER LOOP
TO (E) SOUTHEAST POP
MATCH (E) ROADWAY ELEVATION
APPROX 474'-0"
SITE
39' — 0"
I
MATO H LIGHT
WAREHOUSE
I
75' — 0"
150' — 0"
PAVING & DRAINAGE PLAN.
1" = 301-0"
NEW CONCRETE TRUCKING SLAB, SEE TYPICAL
SLAB SECTION ON DWG #0091-2866—D FOR
DESIGN INFORMATION"' -'-,----
(E) POWER POLE
NOTES:
A. SEE DRAWING #0091 -2858 FOR PROJECT NOTES.
B. SEE K & A ENGINEERING GEOTECH REPORT #17033 FOR
SUBGRADE, EXCAVATION, AND STRUCTURAL FILL REQUIREMENTS.
LEGEND
(E) STORM WATER PIPING — DOWN SPOUTS
-.-ST[2] (E) STORM WATER PIPING — IMPERVIOUS SURFACES
------ ST[l N]------ NEW STORM WATER PIPING — DOWN SPOUTS
NEW STORM WATER PIPING — IMPERVIOIUS SURFACES
FW (E) FIRE PROTECTION PIPING
------ FW[N]------ NEW FIRE PROTECTION PIPING
------ sS__ _ (E) SANITARY SEWER PIPING
NEW GRADE FLOW PATH
... . .... DOWNSPOUT
2 YEAR — TIME OF TRAVEL BOUNDARY (WELLHEAD)
------ 5 YEAR — TIME OF TRAVEL BOUNDARY (WELLHEAD)
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