Joint Permit Application

Figure A-1.

Location/ U.S.G.S. Topographic Map

!!! !

!!!!

!! !!

Legend

!!!!

Project Area

?

1:5,000

NWP-2019-45

!!!!!

!!!!!

38848 S Highway 226

Scio, Oregon. Linn County.

Page 1 of 7

4/22/2019

0

420

840

Notes:

1. USGS Topo basemap from National Map ArcGIS Server, 2019. Contour intervals=20'.

1,680 Feet

Enclosure 1

Figure A-2: Tax Lot Map

10S01W18D 00600

10S01W18D 00200

10S01W18D 00101

Legend

Study Area

Taxlots

10S01W18D 00101

10S01W18D 00200

10S01W18D 00300

10S01W18D 00400

10S01W18D 00500

10S01W18D 00600

?

1:500

NWP-2019-45

10S01W18D 00500

10S01W18D 00300

HWY 226

10S01W18D 00400

38848 S Highway 226

Scio, Oregon. Linn County.

Page 2 of 7

4/22/2019

0

40

80

Notes:

1. Tax lot data from Linn County GIS, 2019. Accuracy unknown.

160 Feet

Enclosure 1

NWP-2019-45

EXISTING UTILITIES DISCLAIMER:

OHE

GAS

GAS

GAS

GAS

TEL

OHE

GAS

GAS

GAS

GAS

GAS

GAS

GAS

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TEL

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OHE

3

TEL

SS

SS

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SS

o

o

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o

o

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TEL

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OHE

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TEL

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7

OHE

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OHE

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SS

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TEL OHE

GAS

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1

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TEL

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o

T

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GAS

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6 5

SS

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oo

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TEL

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SS

W

o

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GAS

GAS

GAS

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W

T UV

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UGE UGE UGE

W

M

OHE

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TELW

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OHE WL

W TEL

TEL TEL TEL TEL TEL

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WL WL

TEL TEL

TEL

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TEL

TEL

W

WL

WL

TEL

SS

2 PS

TEL

CHECKOUT SCENARIO SC9 QUEUE RIGHT NO BELT

WL

TEL

FL-35WC VR-10 FL-35WC MT DEW COKE PEPSI

PS

UGE

TEL

TEL

SAFE

1

9

WL

24"

TEL

UGE

TWEL

WL WL

UGE

UGE

UGE

UGE

UGE

P

WL

OHE

WL

TEL TEL TEL TEL

OHE WL

TEL W

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OHE WL

W

GAS

W TEL

TEL TEL

WL

TEL

OHE

GAS

WL WL

WL

WL

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T

WL

GAS

WL

X

OHE

W

X

X

WL

WL

WXL

WL

WL

X WL

WL

WL X

WL

GAS

OHE

W

GAS

OHE

OHE

SS

GCAOTOOLREARDSIENFNGRELOSEZTESLEENRVE

X

WL

WL

WL

WL

WL

WL

WL WL

WL

WL WL

WL

WL

WL

WL

WL

WL

WL

WL

WL

WL

WL

WL

WL

WL

WL

WL

WL

M COKE ENDCAP

WL

WL

M MT DEW ENDCAP

WL

WL

WL

WL

WL WL

WL

WL

WL

WL

WL

WL

WL

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X

WL WL

WL WL

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WL

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X

WL

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WL

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X

X

WL

WL

WL

X

EXISTING CONDITIONS PLAN

WL

WL

WL

WL

WL

WL

WL

WL

WL

WL

WL

X

X

208 Greeno Road North Fairhope, Alabama 36532 P.O. Box 1929 Fairhope, Alabama 36533

NOTES

1. ALL EROSION CONTROL MEASURES ARE TO BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH THE LATEST OREGON DEQ STANDARDS.

2. ORANGE CONSTRUCTION FENCING TO BE PLACED AS SHOWN TO PROVIDE A BARRIER BETWEEN DISTURBANCE AREA AND UNDISTURBED AREAS.

3. ALL AREAS LEFT UNATTENDED FOR LONGER THAN 7 DAYS SHALL BE COVERED WITH SEASONAL TEMPORARY SEEDING AND MULCHING.

4. ALL SLOPES SHALL BE TRACKED. TRACKING TO BE PERPENDICULAR TO SLOPE.

5. EROSION CONTROL BLANKETS OR MATTING TO BE USED WHEN WORK IS TO TEMPORARILY CEASED ON SLOPES THAT HAVE NOT REACHED FINAL GRADE AND READY FOR FINAL STABILIZATION AND PLANTINGS.

6. NO WORK SHALL COMMENCE UNTIL ALL APPLICABLE EROSION CONTROL MEASURES HAVE BEEN INSTALLED, INSPECTED BY THE PROJECT ENGINEER, AND APPROVED.

GRAPHIC SCALE

30

0

30

( IN FEET ) 1 inch = 30 ft.

7. STORMWATER DETENTION POND OR SEDIMENT BASIN SHALL BE CONSTRUCTED, INSPECTED, AND APPROVED PRIOR TO WORK ON ANY OTHER TASK, UNLESS OTHERWISE APPROVED BY THE PROJECT ENGINEER.

Po8R. OALPLERDoLIYSTSUTRABoBEILDIZAERDEo.AS WILoL BE SOLID SODDED, SEEDED, AND/OR

9. 6" MIN TOPSOIL TO BE SPREAD ACROSS DISTURBED SURFACES ONCE FINAL GRADING HAS BEEN ESTABLISHED. CONTRACTOR TO PROVIDE SEED/SOD AS PER EROSION CONTROL PLAN AND STABILIZE DISTURBED AREAS PER OREGON DEQ REQUIREMENTS

LEGEND

1 SURVEY CONTROL POINT

FOUND MONUMENT

8

SET 5/8" ROD W/ YPC STAMPED: "K&D ENGR LS 58561"

CALCULATED POINT FROM RECORD DATA

R.O.W.

RIGHT-OF-WAY

CENTERLINE

CENTERLINE

PROPERTY LINE

PROPERTY LINE (ADJACENT)

EXIST. EASEMENT LINE

OHE

EXIST. OVERHEAD UTILITY AND UTILITY POLE

GUY

EXIST. GUY WIRE AND UTILITY POLE

W

W

EXIST. WATER LINE

SS

SS

EXIST. SANITARY SEWER LINE

GAS

GAS

EXIST. GAS LINE

EXIST. UNDER GROUND CABLE LINE

FO

FO

EXIST. FIBER OPTIC CABLE LINE

TEL

oo

TEL

oo

EXIST. TELEPHONE LINE EXIST. CHAINLINK FENCE LINE

EXIST. WOOD RAIL FENCE LINE

X

EXIST. WIRE FENCE LINE

EXIST. PIPE

PROPOSED EASEMENT LINE

PROPOSED SETBACK LINE

PROPOSED 24" CONCRETE CURB & GUTTER

PROPOSED 6" CONCRETE CURB

EXIST. POWER POLE

EXIST. LIGHT POLE

EXIST. ELECTRICAL BOX

W

WV

EXIST. WATER METER EXIST. WATER VALVE

EXIST. WATER WELL

EXIST. FIRE HYDRANT

EXIST. SANITARY SEWER MANHOLE

EXIST. GAS VALVE

G

EXIST. GAS LINE MARKER

EXIST. FIBER OPTIC CABLE BOX

EXIST. FIBER OPTIC CABLE POST

EXIST. FIBER OPTIC CABLE MANHOLE

T

EXIST. TELEPHONE BOX

EXIST. STORM SEWER MANHOLE

EXIST. ASPHALT PAVING

EXIST. CONCRETE

WL

WL

WL

WL

WL

EXIST. GRAVEL

EXIST. WETLANDS

SITE SURVEY PROVIDED BY:

WL

X

X

OHE

W

Page 3 of 7

251.928.3443(tel) Lic. #: 92989PE

251.928.3665(fax)

ADAMS STEWAR P.TO. Box 529

Architecture, A R C H I T Planning E C T S, L L C

PROJECT NO: JADE 1594 DRAWN BY: PWM CHK'D BY: PCJ

SHEET NO:

ESC3 EXISTING CONDITIONS

Enclosure 1

Interiors, Construction AdministrationFax: 251.947.3138

Jinright & Associates Development Engineers

ISSUE NEW STORE CONSTRUCTION, 9100 F PROTOTYPE DATE DESCRIPTION 1. 5-13-19 CITY SITE PLAN SUBMITTAL 2. 5-29-19 EROSION CONTROL PLAN tbd OR-226 SCIO, OREGON

22615 Highway 59 North Robertsdale, Alabama 36567 Office: 251.947.3864

CONSTRUCTION PHASE SEQUENCE

PHASE ONE (4/15/20 - 4/17/20)

? INSTALL CONSTRUCTION ENTRANCE/EXIT ? CLEAR AREA REQUIRED FOR SILT FENCE PLACEMENT ? INSTALL SILT FENCE (SF)

PHASE TWO (4/17/20 - 4/19/20)

? CONSTRUCT AND STABILIZE WATER QUALITY MEASURES ? WATTLES, INLET, AND OUTLET PROTECTION TO BE INSTALLED

PHASE THREE (4/20/20 - 4/25/20)

? DEMOLITION AND REMOVAL OF DEMO DEBRIS ? CLEAR/GRUB REMAINING SITE AREAS

OHE

OHE

TEL

GAS

GAS

GAS

GAS

GAS

GAS

GAS

OHE

TEL

TM

OHE

3

TEL

SS

SS

SS

T

SS

DUST CONTROL NOTES

CONTRACTOR SHALL USE ALL NECESSARY MEANS TO CONTROL DUST GENERATION FROM THE PROJECT. THIS INCLUDES THE USE OF WATER, CHEMICAL SOIL STABILIZERS, IMPERVIOUS SHEETING, OR MULCHES. DUST CONTROL MEASURES SHALL BE MAINTAINED THROUGH DRY WEATHER PERIODS UNTIL ALL DISTURBED AREAS HAVE BEEN STABILIZED.

TIRE WASH NOTES

CONTRACTOR SHALL COLLECT VIA PIPE OR PUMP ANY DISCHARGE FROM THE TIRE WASH AREA. ALL WASTEWATER AND SEDIMENT REMOVED FROM THE TIRE WASH AREA TO BE HAULED OFFSITE AND DISPOSED OF IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL LAWS AND REGULATIONS.

EROSION CONTROL LEGEND

CEP Construction Exit Pad CWA Concrete Wash Area OP Outlet Protection RFB Rock Filter Berm IP Inlet Protection SF Sediment Fence SR Surface Roughening SS Solid Sod/Seed TW Tire Wash Area Existing Drainage Flow Direction

SS - Solid Sod/Seed w/6" Min. Topsoil

o

o

o

o

o

o

o

o

o

o

o

o

o

GAS

GAS

GAS

GAS

GAS

GAS

GAS

TEL

OHE

GAS

GAS

OHE

GAS

SS

TEL

OHE

OHE

GAS

TEL

GAS

OHE

7

OHE

GAS

OHE

SS

OHE

GAS

GAS

OHETEL

OHE

GAS

OHE

OHE

GAS

GAS

GAS

GAS

SS

OHE

6

oo

OHE

TEL OHE

GAS

GAS

GAS

GAS

GAS

GAS

OHE

GAS

OHE

o

o

o

1

OHE

OHE

OHE

TEL

OHE

o

o

oOHE

o

o

o

T

GAS

GAS

oo

OHE

GAS

GAS

TEL

OHE

o

GAS

TEL

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REQD., SAWCUT AND REMOVE EXISTING ROUGH ASPHALT EDGE PROVIDE SMOOTH SAWCUT EDGE FOR DRIVEWAY TIE-IN

SS

5

OHE

OHE

OHE

OHE

OHE

GAS

GAS

GAS

GAS

OHE

TEL

oo

GAS

IP

SS

OHE

TEL

GAS

TEL

GAS

APPROX. OUTFALL LOCATION

44?41'58"N 122?50'55"W

OHE

OHE

OHE

W

W

GAS

T UV

GAS

GAS

GAS

TEL

GAS

GAS

SF

OHE

OHE

OHE

OHE

OHE

OHE

UGE

TWEL TEL

W TEL

W

TELW

TEL

W

o

UGE

REQD., REMOVE EX. ASPHALT DRIVEWAY AND PIPE CULVERT

ooooooo

M

SS

TEL TEL TEL TEL TEL

TEL TEL

4

TEL

TEL

TEL

TEL

TEL

UGE

SS

TEL

2 PS

TEL

CHECKOUT SCENARIO SC9 QUEUE RIGHT NO BELT

TEL

UGE

TEL

TEL

TW

SAFE

1

FL-35WC VR-10 FL-35WC MT DEW COKE PEPSI

PS

9

24"

TEL

UGE

CEP (EXIST.UGDE RIVUEGE)

UGE

UGE

UGE

P

SS

SS

GCAOTOOLREARDSIENFNGRELOSEZTESLEENRVE

M MT DEW ENDCAP

M COKE ENDCAP

REQD., REMOVE EX. WALL REQD., REMOVE EX. SHED AND CONCRETE PADS REQD., REMOVE EX. GRAVEL WITHIN HATCHED AREA

SF

REQD., REMOVE EX. SEWER LINE AT PROPERTY BOUNDARY

SF

TEL TEL TEL

TEL W

GAS

OHE

W

GAS

OHE

W TEL

TEL TEL

TEL

GAS

GAS

X

X

GAS

T

X

OHE

OHE

OHE

W

OHE

W

OHE

W

X

SF

SF

X

X

X

X

X

X

X

X

X

X

REQD., REMOVE EX. HOUSE

REQD., REMOVE EX. WATER APPURTENANCE REQD., REMOVE EX. CONCRETE SLAB

CLEARING/DEMOLITION EROSION CONTROL PLAN (CONSTRUCTION PHASE 1-3)

GAS

X

208 Greeno Road North Fairhope, Alabama 36532 P.O. Box 1929 Fairhope, Alabama 36533

NOTES

1. ALL EROSION CONTROL MEASURES ARE TO BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH THE LATEST OREGON DEQ STANDARDS.

2. ORANGE CONSTRUCTION FENCING TO BE PLACED AS SHOWN TO PROVIDE A BARRIER BETWEEN DISTURBANCE AREA AND UNDISTURBED AREAS.

3. ALL AREAS LEFT UNATTENDED FOR LONGER THAN 7 DAYS SHALL BE COVERED WITH SEASONAL TEMPORARY SEEDING AND MULCHING.

4. ALL SLOPES SHALL BE TRACKED. TRACKING TO BE PERPENDICULAR TO SLOPE.

5. EROSION CONTROL BLANKETS OR MATTING TO BE USED WHEN WORK IS TO TEMPORARILY

CEASED ON SLOPES THAT HAVE NOT REACHED FINAL GRADE AND READY FOR FINAL STABILIZATION

AND PLANTINGS.

GRAPHIC SCALE

6. NO WORK SHALL COMMENCE UNTIL ALL APPLICABLE EROSION CONTROL MEASURES HAVE BEEN 30

0

30

INSTALLED, INSPECTED BY THE PROJECT ENGINEER, AND APPROVED.

( IN FEET )

7. STORMWATER DETENTION POND OR SEDIMENT BASIN SHALL BE CONSTRUCTED, INSPECTED,

1 inch = 30 ft.

AND APPROVED PRIOR TO WORK ON ANY OTHER TASK, UNLESS OTHERWISE APPROVED BY THE

PROJECT ENGINEER.

8. ALL DISTURBED AREAS WILL BE SOLID SODDED, SEEDED, AND/OR PROPERLY STABILIZED.

ooooo

9. 6" MIN TOPSOIL TO BE SPREAD ACROSS DISTURBED SURFACES ONCE FINAL GRADING HAS BEEN ESTABLISHED.

CONTRACTOR TO PROVIDE SEED/SOD AS PER EROSION CONTROL PLAN AND STABILIZE DISTURBED

AREAS PER OREGON DEQ REQUIREMENTS

LEGEND

8

1

SURVEY CONTROL POINT

R.O.W. CENTERLINE

FOUND MONUMENT SET 5/8" ROD W/ YPC STAMPED: "K&D ENGR LS 58561" CALCULATED POINT FROM RECORD DATA RIGHT-OF-WAY CENTERLINE

PROPERTY LINE

PROPERTY LINE (ADJACENT)

EXIST. EASEMENT LINE

OHE

EXIST. OVERHEAD UTILITY AND UTILITY POLE

GUY

EXIST. GUY WIRE AND UTILITY POLE

W

W

EXIST. WATER LINE

SS

SS

EXIST. SANITARY SEWER LINE

GAS

GAS

EXIST. GAS LINE

EXIST. UNDER GROUND CABLE LINE

FO

FO

EXIST. FIBER OPTIC CABLE LINE

TEL

oo

TEL

oo

EXIST. TELEPHONE LINE EXIST. CHAINLINK FENCE LINE

EXIST. WOOD RAIL FENCE LINE

X

EXIST. WIRE FENCE LINE

EXIST. PIPE

PROPOSED EASEMENT LINE

PROPOSED SETBACK LINE

PROPOSED 24" CONCRETE CURB & GUTTER

PROPOSED 6" CONCRETE CURB

EXIST. POWER POLE

EXIST. LIGHT POLE

EXIST. ELECTRICAL BOX

W

WV

EXIST. WATER METER EXIST. WATER VALVE

EXIST. WATER WELL

EXIST. FIRE HYDRANT

EXIST. SANITARY SEWER MANHOLE

EXIST. GAS VALVE

G

EXIST. GAS LINE MARKER

EXIST. FIBER OPTIC CABLE BOX

EXIST. FIBER OPTIC CABLE POST

EXIST. FIBER OPTIC CABLE MANHOLE

T

EXIST. TELEPHONE BOX

EXIST. STORM SEWER MANHOLE

EXIST. ASPHALT PAVING

EXIST. CONCRETE

X

WL

WL

WL

WL

WL

EXIST. GRAVEL

EXIST. WETLANDS

SITE SURVEY PROVIDED BY:

WL

X

Jinright & Associates Development Engineers

NWP-2019-45

Page 4 of 7

251.928.3443(tel) Lic. #: 92989PE

251.928.3665(fax)

ISSUE NEW STORE CONSTRUCTION, 9100 F PROTOTYPE DATE DESCRIPTION 1. 5-13-19 CITY SITE PLAN SUBMITTAL 2. 5-29-19 EROSION CONTROL PLAN tbd OR-226 SCIO, OREGON

ADAMS STEWAR P.TO. Box 529

Architecture, A R C H I T Planning E C T S, L L C

22615 Highway 59 North Robertsdale, Alabama 36567 Office: 251.947.3864

PROJECT NO: JADE 1594 DRAWN BY: PWM CHK'D BY: PCJ

SHEET NO:

ESC4 EROSION CONTROL PLAN

Enclosure 1

Interiors, Construction AdministrationFax: 251.947.3138

CONSTRUCTION PHASE SEQUENCE

PHASE FOUR (4/26/20 - 6/10/20)

? INSTALL STORM DRAINAGE MEASURES ? GRADE SITE TO ROUGH GRADES

PHASE FIVE (6/11/20 - 6/25/20)

? CONSTRUCT UTILITIES (WATER, SEWER) ? BUILDING CONSTRUCTION BEGINS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

TM T

DUST CONTROL NOTES

CONTRACTOR SHALL USE ALL NECESSARY MEANS TO CONTROL DUST GENERATION FROM THE PROJECT. THIS INCLUDES THE USE OF WATER, CHEMICAL SOIL STABILIZERS, IMPERVIOUS SHEETING, OR MULCHES. DUST CONTROL MEASURES SHALL BE MAINTAINED THROUGH DRY WEATHER PERIODS UNTIL ALL DISTURBED AREAS HAVE BEEN STABILIZED.

TIRE WASH NOTES

CONTRACTOR SHALL COLLECT VIA PIPE OR PUMP ANY DISCHARGE FROM THE TIRE WASH AREA. ALL WASTEWATER AND SEDIMENT REMOVED FROM THE TIRE WASH AREA TO BE HAULED OFFSITE AND DISPOSED OF IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL LAWS AND REGULATIONS.

EROSION CONTROL LEGEND

CEP Construction Exit Pad CWA Concrete Wash Area OP Outlet Protection RFB Rock Filter Berm IP Inlet Protection SF Sediment Fence SR Surface Roughening SS Solid Sod/Seed TW Tire Wash Area Existing Drainage Flow Direction

SS - Solid Sod/Seed w/6" Min. Topsoil

o

o

o

o

o

o

o

o

o

o

o

o

o

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

oo

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

o

o

o

oooooo

T

GAS

GAS

oo

GAS

GAS

o

GAS

o

GAS

316

ooooooo

X

ooooooo

GAS

GAS

GAS

GAS

GAS

APPROX. OUTFALL LOCATION 44?41'58"N 122?50'55"W

GAS

GAS

GAS

GAS

T UV

IP

SF

GAS

GAS

o

o

IP

OP

IP

317 316 315

318

CAURTEA

315

316

317 318

GAS

318

317

GAS

GAS

GAS

CEP

T

IP

X

FAIRLLEA 317

TW

318

X

X

SF

GAS

GAS

319

X

X

X

IP

FAIRLLEA

320

318319 320 320

PROPOSED BUILDING AREA

FAIRLLEA

318 319

X

X

X

IP IP

320

318

316C.A5 URTEA

SF

320

320

320

319

18 316.5 317

318

318

SF

X

X

SF

3 CAURTEA

X

X

GAS

SITE GRADING AND UTILITY INSTALLATION EROSION CONTROL PLAN (CONSTRUCTION PHASE 4-5)

X

208 Greeno Road North Fairhope, Alabama 36532 P.O. Box 1929 Fairhope, Alabama 36533

NOTES

1. ALL EROSION CONTROL MEASURES ARE TO BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH THE LATEST OREGON DEQ STANDARDS.

2. ORANGE CONSTRUCTION FENCING TO BE PLACED AS SHOWN TO PROVIDE A BARRIER BETWEEN DISTURBANCE AREA AND UNDISTURBED AREAS.

3. ALL AREAS LEFT UNATTENDED FOR LONGER THAN 7 DAYS SHALL BE COVERED WITH SEASONAL TEMPORARY SEEDING AND MULCHING.

4. ALL SLOPES SHALL BE TRACKED. TRACKING TO BE PERPENDICULAR TO SLOPE.

5. EROSION CONTROL BLANKETS OR MATTING TO BE USED WHEN WORK IS TO TEMPORARILY

CEASED ON SLOPES THAT HAVE NOT REACHED FINAL GRADE AND READY FOR FINAL STABILIZATION

AND PLANTINGS.

GRAPHIC SCALE

6. NO WORK SHALL COMMENCE UNTIL ALL APPLICABLE EROSION CONTROL MEASURES HAVE BEEN 30

0

30

INSTALLED, INSPECTED BY THE PROJECT ENGINEER, AND APPROVED.

( IN FEET )

7. STORMWATER DETENTION POND OR SEDIMENT BASIN SHALL BE CONSTRUCTED, INSPECTED,

1 inch = 30 ft.

AND APPROVED PRIOR TO WORK ON ANY OTHER TASK, UNLESS OTHERWISE APPROVED BY THE

PROJECT ENGINEER.

8. ALL DISTURBED AREAS WILL BE SOLID SODDED, SEEDED, AND/OR PROPERLY STABILIZED.

ooooo

9. 6" MIN TOPSOIL TO BE SPREAD ACROSS DISTURBED SURFACES ONCE FINAL GRADING HAS BEEN ESTABLISHED.

CONTRACTOR TO PROVIDE SEED/SOD AS PER EROSION CONTROL PLAN AND STABILIZE DISTURBED

AREAS PER OREGON DEQ REQUIREMENTS

LEGEND

1

PROPERTY LINE

PROPERTY LINE (ADJACENT)

EXIST. EASEMENT LINE

OHE

EXIST. OVERHEAD UTILITY AND UTILITY POLE

GUY

EXIST. GUY WIRE AND UTILITY POLE

W

W

EXIST. WATER LINE

SS

SS

EXIST. SANITARY SEWER LINE

GAS

GAS

EXIST. GAS LINE

EXIST. UNDER GROUND CABLE LINE

FO

FO

EXIST. FIBER OPTIC CABLE LINE

TEL

oo

TEL

oo

EXIST. TELEPHONE LINE EXIST. CHAINLINK FENCE LINE

EXIST. WOOD RAIL FENCE LINE

X

EXIST. WIRE FENCE LINE

EXIST. PIPE

PROPOSED EASEMENT LINE

PROPOSED SETBACK LINE

PROPOSED 24" CONCRETE CURB & GUTTER

PROPOSED 6" CONCRETE CURB

EXIST. POWER POLE

EXIST. LIGHT POLE

EXIST. ASPHALT PAVING

EXIST. CONCRETE

EXIST. GRAVEL

PROPOSED LIGHT DUTY ASPHALT

PROPOSED HEAVY DUTY ASPHALT

PROPOSED LIGHT DUTY CONCRETE (BROOM FINISH)

PROPOSED HEAVY DUTY CONCRETE (BROOM FINISH)

159

EXIST. 1 FOOT CONTOUR

160

EXIST. 5 FOOT CONTOUR

EXIST. GRADE SPOT ELEVATION

159

PROPOSED 1 FOOT CONTOUR

160

PROPOSED 5 FOOT CONTOUR

FINISHED GRADE ELEVATION (TOP OF CURB)

FINISHED GRADE ELEVATION

DRAINAGE DIRECTION

PROPOSED RIP RAP W/ FILTER BLANKET

X

X

SITE SURVEY PROVIDED BY:

Jinright & Associates Development Engineers

NWP-2019-45

Page 5 of 7

251.928.3443(tel) Lic. #: 92989PE

251.928.3665(fax)

ISSUE NEW STORE CONSTRUCTION, 9100 F PROTOTYPE DATE DESCRIPTION 1. 5-13-19 CITY SITE PLAN SUBMITTAL 2. 5-29-19 EROSION CONTROL PLAN tbd OR-226 SCIO, OREGON

ADAMS STEWAR P.TO. Box 529

Architecture, A R C H I T Planning E C T S, L L C

22615 Highway 59 North Robertsdale, Alabama 36567 Office: 251.947.3864

PROJECT NO: JADE 1594 DRAWN BY: PWM CHK'D BY: PCJ

SHEET NO:

ESC5 EROSION CONTROL PLAN

Enclosure 1

Interiors, Construction AdministrationFax: 251.947.3138

CONSTRUCTION PHASE SEQUENCE

PHASE SIX (6/18/20 - 7/22/20)

? CONSTRUCT ROADS (PAVING, CURB AND GUTTER, SIDEWALKS) ? BUILDING CONSTRUCTION CONTINUES

PHASE SEVEN (7/23/20 - 8/4/20)

? BUILDING CONSTRUCTION COMPLETED ? STABILIZE DISTURBED AREAS WITH SOLID SOD ? INSTALL PERMANENT LANDSCAPING

TEL

GAS

GAS

GAS

GAS

GAS

GAS

GAS

TEL

TM

TEL

T

DUST CONTROL NOTES

CONTRACTOR SHALL USE ALL NECESSARY MEANS TO CONTROL DUST GENERATION FROM THE PROJECT. THIS INCLUDES THE USE OF WATER, CHEMICAL SOIL STABILIZERS, IMPERVIOUS SHEETING, OR MULCHES. DUST CONTROL MEASURES SHALL BE MAINTAINED THROUGH DRY WEATHER PERIODS UNTIL ALL DISTURBED AREAS HAVE BEEN STABILIZED.

TIRE WASH NOTES

CONTRACTOR SHALL COLLECT VIA PIPE OR PUMP ANY DISCHARGE FROM THE TIRE WASH AREA. ALL WASTEWATER AND SEDIMENT REMOVED FROM THE TIRE WASH AREA TO BE HAULED OFFSITE AND DISPOSED OF IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL LAWS AND REGULATIONS.

EROSION CONTROL LEGEND

CEP Construction Exit Pad CWA Concrete Wash Area OP Outlet Protection RFB Rock Filter Berm IP Inlet Protection SF Sediment Fence SR Surface Roughening SS Solid Sod/Seed TW Tire Wash Area Existing Drainage Flow Direction

SS - Solid Sod/Seed w/6" Min. Topsoil

o

o

o

o

o

o

o

o

o

o

o

o

o

GAS

GAS

GAS

GAS

GAS

GAS

GAS

TEL

GAS

GAS

GAS

TEL

GAS

TEL

GAS

GAS

GAS

GAS

TEL

GAS

GAS

GAS

oo

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

o

o

o

oooooo

T

GAS

GAS

oo

GAS

GAS

o

GAS

TEL

o

GAS

ooooooo

GAS

GAS

GAS

GAS

GAS

APPROX. OUTFALL LOCATION 44?41'58"N 122?50'55"W

TEL

GAS

GAS

T UV

GAS

GAS

o

o

ooooooo

IP

OP

IP

317 316 315

318

319

IP SF

320

2 PS

318319 320 320

PROPOSED BUILDING

9,100 SF

317 318

316

315

GAS

FL-35WC VR-10 FL-35WC MT DEW COKE PEPSI

PS

M COKE ENDCAP

CHECKOUT SCENARIO SC9 QUEUE RIGHT NO BELT

1

SAFE

TEL

M MT DEW ENDCAP

24"

GAS

GCAOTOOLREARDSIENFNGRELOSEZTESLEENRVE

GAS

317

GAS

GAS

TEL

GAS

IP

T

IP

X

X

317

318

X

SF

318

X

X

318 319

GAS

X

X

GAS

X

X

IP IP SF

320

318

316.5

SF

320

320

316

319

18 316.5 317

318

320

IP SF

3 318

SF

X

X

X

X

GAS

X

STREET & FINE GRADING EROSION CONTROL PLAN (CONSTRUCTION PHASE 6-7)

X

208 Greeno Road North Fairhope, Alabama 36532 P.O. Box 1929 Fairhope, Alabama 36533

NOTES

1. ALL EROSION CONTROL MEASURES ARE TO BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH THE LATEST OREGON DEQ STANDARDS.

2. ORANGE CONSTRUCTION FENCING TO BE PLACED AS SHOWN TO PROVIDE A BARRIER BETWEEN DISTURBANCE AREA AND UNDISTURBED AREAS.

3. ALL AREAS LEFT UNATTENDED FOR LONGER THAN 7 DAYS SHALL BE COVERED WITH SEASONAL TEMPORARY SEEDING AND MULCHING.

4. ALL SLOPES SHALL BE TRACKED. TRACKING TO BE PERPENDICULAR TO SLOPE.

5. EROSION CONTROL BLANKETS OR MATTING TO BE USED WHEN WORK IS TO TEMPORARILY

CEASED ON SLOPES THAT HAVE NOT REACHED FINAL GRADE AND READY FOR FINAL STABILIZATION

AND PLANTINGS.

GRAPHIC SCALE

6. NO WORK SHALL COMMENCE UNTIL ALL APPLICABLE EROSION CONTROL MEASURES HAVE BEEN 30

0

30

INSTALLED, INSPECTED BY THE PROJECT ENGINEER, AND APPROVED.

( IN FEET )

7. STORMWATER DETENTION POND OR SEDIMENT BASIN SHALL BE CONSTRUCTED, INSPECTED,

1 inch = 30 ft.

AND APPROVED PRIOR TO WORK ON ANY OTHER TASK, UNLESS OTHERWISE APPROVED BY THE

PROJECT ENGINEER.

8. ALL DISTURBED AREAS WILL BE SOLID SODDED, SEEDED, AND/OR PROPERLY STABILIZED.

ooooo

9. 6" MIN TOPSOIL TO BE SPREAD ACROSS DISTURBED SURFACES ONCE FINAL GRADING HAS BEEN ESTABLISHED.

CONTRACTOR TO PROVIDE SEED/SOD AS PER EROSION CONTROL PLAN AND STABILIZE DISTURBED

AREAS PER OREGON DEQ REQUIREMENTS

LEGEND

1

PROPERTY LINE

PROPERTY LINE (ADJACENT)

EXIST. EASEMENT LINE

OHE

EXIST. OVERHEAD UTILITY AND UTILITY POLE

GUY

EXIST. GUY WIRE AND UTILITY POLE

W

W

EXIST. WATER LINE

SS

SS

EXIST. SANITARY SEWER LINE

GAS

GAS

EXIST. GAS LINE

EXIST. UNDER GROUND CABLE LINE

FO

FO

EXIST. FIBER OPTIC CABLE LINE

TEL

oo

TEL

oo

EXIST. TELEPHONE LINE EXIST. CHAINLINK FENCE LINE

EXIST. WOOD RAIL FENCE LINE

X

EXIST. WIRE FENCE LINE

EXIST. PIPE

PROPOSED EASEMENT LINE

PROPOSED SETBACK LINE

PROPOSED 24" CONCRETE CURB & GUTTER

PROPOSED 6" CONCRETE CURB

EXIST. POWER POLE

EXIST. LIGHT POLE

EXIST. ASPHALT PAVING

EXIST. CONCRETE

EXIST. GRAVEL

PROPOSED LIGHT DUTY ASPHALT

PROPOSED HEAVY DUTY ASPHALT

PROPOSED LIGHT DUTY CONCRETE (BROOM FINISH)

PROPOSED HEAVY DUTY CONCRETE (BROOM FINISH)

159

EXIST. 1 FOOT CONTOUR

160

EXIST. 5 FOOT CONTOUR

EXIST. GRADE SPOT ELEVATION

159

PROPOSED 1 FOOT CONTOUR

160

PROPOSED 5 FOOT CONTOUR

FINISHED GRADE ELEVATION (TOP OF CURB)

FINISHED GRADE ELEVATION

DRAINAGE DIRECTION

PROPOSED RIP RAP W/ FILTER BLANKET

X

X

SITE SURVEY PROVIDED BY:

Jinright & Associates Development Engineers

NWP-2019-45

Page 6 of 7

251.928.3443(tel) Lic. #: 92989PE

251.928.3665(fax)

ISSUE NEW STORE CONSTRUCTION, 9100 F PROTOTYPE DATE DESCRIPTION 1. 5-13-19 CITY SITE PLAN SUBMITTAL 2. 5-29-19 EROSION CONTROL PLAN tbd OR-226 SCIO, OREGON

ADAMS STEWAR P.TO. Box 529

Architecture, A R C H I T Planning E C T S, L L C

22615 Highway 59 North Robertsdale, Alabama 36567 Office: 251.947.3864

PROJECT NO: JADE 1594 DRAWN BY: PWM CHK'D BY: PCJ

SHEET NO:

ESC6 EROSION CONTROL PLAN

Enclosure 1

Interiors, Construction AdministrationFax: 251.947.3138

NWP-2019-45

Elevation

OHE

GAS

325.00 320.00

315.00

OHE

GAS

OHE

GAS

0+00.00

0+00.00

o

OHE

REQD., POND BOTTOM

Station

0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+11

5+11.11

4+946+.9171.98

4+68.94

4+29.31

3+80.87

3+55.23

2+79.44

2+24.56

1+55.06 1+60.33

0+80.01

0+65.420+70.00

0+54.40

0+18.99

WL

WL

WL

WL

REQD., 107LF 18" RCP @ 0.15%

WETLAND 2 IMPACT AREA

WL

WL

WL

WL

WL

WL

WL

WL

WETLAND 2 IMPACT AREA

WL

WL

WL

WL

WETLAND 1 IMPACT AREA REQD., TOP OF BERM

HWY 226

WL

WL

WL

WL

FORENSIC WETLAND IMPACT AREA

EXIST. 10' R.O.W. DEDICATION AND WETLAND IMPACT AREA

PROPOSED BUILDING F.F.E. 320.75

WL

WL

WL

WL

4+946+.9171.98

4+68.94

4+29.31

3+80.87

3+55.23

2+79.44

2+24.56

1+55.06 1+60.33

0+80.01

0+65.420+70.00

0+54.40

0+18.99

0+00

STA=0+B0P0: 0+00.00

T UV

TEL

TEL

TEL

TEL

OHE

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

OHE

PI: 0+18.99

GAS

TEL

GAS

GAS

GAS

GAS

OHE

TEL

TEL

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

W

OHE

OHE

OHE

W

OHE

OHE

OHE

0+50 1+00 1+50

oooooooooo

OHE

PI: 0+54.40

OHE

X

OHE

W

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

W

OHE

X

WLX

WL

WL

WL

WL

WL

WL

WL

WL

WL

WL

WL

PI: 0+65.42

WL

W

W

W

T

W TEL W

W

TEL

W

TEL

W

TEL W

W

TEL

W TEL

W PI:T0E+L7W0.00

TWEL

TEL W

o

OHE

TWEL

o

OHE

TEL

o

OHE

OHE

OHE

OHE

TEL

TEL

ooo

TEL

T

o

oo

OHE

TEL

WL

WL

o

PI: 0+80.01

OHE

OHE

TEL

WL X WL

WL

OHE

o

WL WL

o

WL WL

OHE

WL

WL

WL

o OHE

STA=1+00 317

WL

WL

XWL

WL

o

317 316 315

WL

OHE

WL

WL WL

WL

o

WL

WL

WL

o

WLX

WL

317

WL

WL

o

WL

315

WL

WL

316

318

317 318

WL

PI: 1+55.30168

WL

WL WL WL

WL WL

PI: 1+60.33

318

WL

o

W

OHE

OHE

WL X WL

WL

WL

o

o

o

o

o

o

o

o

o

o

o

WL

WL

WL

WL

X

SAFE

24"

PS 2

CHECKOUT SCENARIO SC9 QUEUE RIGHT NO BELT

FL-35WC VR-10 FL-35WC MT DEW COKE PEPSI

PS

1

318 319 320 320

318 319

Profile View of Site Cross Section and Wetland Impacts Scale: 1"=20' Horizontal 1"=5' Vertical

X

319

2+00

STA=2+00

X

320 PI: 2+24.56

2+50 3+00

X

X

X

FROZEN GCAOTOOLREARDSIENNGELSETSLEERVE

WL

WL

WL

WL

WL

WL

WL

WL

PI: 2+79.44

WL WL WL WL

WL WL9,100 SF

M COKE ENDCAP

M MT DEW ENDCAP

STA=3+00

WL

PBRUOIWLLPDOWL ISNEWLGDWL

PROPOSED PARCEL APPROX. 1.34 AC

WL

WL

WL

WL

WL

WL

WL

WL

WL

WL WL WL

X

WL

WL

WL

320

3+50

4+00

4+50

5+00 5+11

X

X

X

X

X

X

X

WL

WL

WL

WL

WL

WL

WL

WL

WL

WL

WL

WL

WL

WL

WL

WL

WL

WL

318

WL

WL

WL

WL

WL

WL

WL

WL

WL

PI: 3+55.23

WL

WL WL

WL

WL WL

WL

WL

WL

WL

WL

320

WL

WL

WL

WL

WL

PI: 3+80.87 320

WL

METAL DUMPSTER

WL

METAL DUMPSTER

STA=4+00

WL

WL

319

WL

WL

WL

WL

WL

WL

320

WL

WL

WL

WLPI: 4+W2L9.31 WL

WL

WL

318

318

316.5

WL

WL

318 316.5 317

WL

WL

WL

WL

WL

WL

WL

WL

316

PI: 4+68.94

STA=5+PP0I0I:: 44++9976..9181 STA=5+E1P1: 5+11.11

WL

WL

WL

WL

WL

WL

WL

WL

WL

WL

WL

Page 7 of 7

REQD., POND BOTTOM

X

5+11.11

REQD., TOP OF BERM

320.00

20

X

GRAPHIC SCALE

0

( IN FEET ) 1 inch = 20 ft.

PROPERTY BOUNDARY

310.00

SITE SURVEY PROVIDED BY:

20

PROJECT NO: JADE 1594 DRAWN BY: PWM CHK'D BY: PCJ

SHEET NO:

C6

CROSS SECTIONS

Enclosure 1

NEW STORE CONSTRUCTION, 9100 F PROTOTYPEISSUE DATE DESCRIPTION 1. 5-13-19 CITY SITE PLAN SUBMITTAL 2. 5-__-19 REVISIONS

tbd OR-226 SCIO, OREGON

JPA Figure F-1:

Cross Section Drawing

Jinright & Associates Development Engineers

208 Greeno Road North Fairhope, Alabama 36532 P.O. Box 1929 Fairhope, Alabama 36533

251.928.3443(tel) Lic. #: 92989PE

251.928.3665(fax)

ADAMS STEWARTP.O. Box 529

A R C H I T E C T S, L L C Architecture, Planning

22615 Highway 59 North Robertsdale, Alabama 36567 Office: 251.947.3864

Interiors, Construction AdministrationFax: 251.947.3138

 ................
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