CITY OF VANCOUVER

PHONE: 360.694.2691 www.maulfoster.com

MAUL

PREPARED FOR:

400 EAST MILL PLAIN BLVD, SUITE 400 VANCOUVER, WAS 98660

ALONGI FOSTER

LOWER GRAND INDUSTRIAL AREA LOCATED IN SEC. 26, T. 2 N., R. 1 E., W.M., CLARK COUNTY, VANCOUVER, WASHINGTON

PROJECT CONTACTS

PLOTTED ON: 2015-10-13 8:29 PM

PLOTTED BY: Lindsey Crosby

STREET AND STORMWATER PLAN AND PROFILE E1ST ST STA 99+75 TO STA 104+00

C3.7

STREET AND STORMWATER PLAN AND PROFILE E1ST ST STA 104+00 TO STA 108+00

C3.8

STREET AND STORMWATER PLAN AND PROFILE E1ST ST STA 108+00 TO STA 112+00

C3.9

STREET AND STORMWATER PLAN AND PROFILE E1ST ST STA 112+00 TO STA 115+52.98

C4.0

STREET CROSS SECTION DETAILS

C4.1

STORMWATER DETAILS

C4.2

CITY OF VANCOUVER TRANSPORTATION DETAILS I

C4.3

CITY OF VANCOUVER TRANSPORTATION DETAILS II

DESCRIPTION

C3.6

1.

SURVEY PERFORMED BY OTAK IN JULY 2014. 7.

2.

3.

4.

5.

6.

HORIZONTAL DATUM: WASHINGTON STATE PLANE COORDINATE SYSTEM SOUTH ZONE. ELEVATION DATUM: NGVD29 BASED ON CITY OF VANCOUVER BENCH MARK 109-96. ELEV. = 28.22 CONTRACTOR TO VERIFY ALL UTILITY LOCATIONS AND DEPTHS PRIOR TO CONSTRUCTION. A MINIMUM OF TWO FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL CALL 811 (UTILITY NOTIFICATION CENTER) FOR LOCATION MARK-UP OF EXISTING UTILITIES. ALL CONSTRUCTION, MATERIALS, AND WORKMANSHIP SHALL CONFORM TO THE LATEST STANDARDS AND PRACTICES OF THE CITY OF VANCOUVER AND THE LATEST EDITION OF THE "STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION" PREPARED BY WSDOT/APWA. IN CASE OF A CONFLICT BETWEEN THE REGULATORY STANDARDS OR SPECIFICATIONS, THE MORE STRINGENT REQUIREMENT WILL PREVAIL. ANY CHANGES TO THE DESIGN AND/OR CONSTRUCTION SHALL BE APPROVED BY THE OWNER OR ENGINEER.

APPROVAL OF THESE PLANS DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER CONSTRUCTION NOT SPECIFICALLY SHOWN ON THE PLANS. PLANS FOR STRUCTURES SUCH AS BRIDGES, BUILDINGS, TANKS, VAULTS, ROCKERIES, AND RETAINING WALLS MAY REQUIRE A SEPARATE REVIEW AND APPROVAL BY THE BUILDING DEPARTMENT PRIOR TO CONSTRUCTION.

8.

A COPY OF THESE APPROVED PLANS SHALL BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS.

9.

IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS AND PERMITS NECESSARY TO PERFORM THE WORK.

12. ALL CONSTRUCTION WITHIN THE PUBLIC RIGHT-OF-WAY SHALL HAVE AN APPROVED PUBLIC RIGHT-OF-WAY WORK PERMIT PRIOR TO ANY CONSTRUCTION ACTIVITY WITHIN THE RIGHT-OF-WAY. 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACTOR. ALL TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE LATEST ADOPTED EDITION OF THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" (MUTCD) PUBLISHED BY THE U.S. DEPARTMENT OF TRANSPORTATION. TWO-WAY TRAFFIC MUST BE MAINTAINED AT ALL TIMES ON THE ADJACENT PUBLIC STREETS.

GAS, IRRIGATION, AND STREET LIGHTING. THE CONTRACTOR SHALL NOTIFY RESIDENTS AND BUSINESSES 48 HOURS IN ADVANCE OF ANY WORK AFFECTING ACCESS OR SERVICE AND SHALL MINIMIZE INTERRUPTIONS TO DRIVEWAYS FOR RESIDENTS AND BUSINESSES ADJACENT TO THE PROJECT.

####

#### ####

GENERAL NOTES

PROJECT:

DATE

STREET AND STORMWATER PLAN AND PROFILE Y ST STA 22+50 TO STA 26+57.39

ISSUE

C3.5

VANCOUVER, WASHINGTON

STREET AND STORMWATER PLAN AND PROFILE E2ND ST STA 19+50 TO STA 22+50

0363.08.01

DESIGNED: C. GOKCORA

16. ALL LAWN AND VEGETATED AREAS DISTURBED WILL BE RESTORED TO ORIGINAL CONDITION. ANY DISTURBANCE OR DAMAGE TO OTHER PROPERTY ON ADJACENT PARCELS OR IN THE PUBLIC RIGHT OF WAY SHALL ALSO BE REPAIRED OR RESTORED TO ORIGINAL CONDITION.

DRAWN:

Z. PYLE

CHECKED:

S. FROST

SCALE

DRAWING NOT TO SCALE

SHEET TITLE

10. THE CONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTION STAKING. 11. PUBLIC AND PRIVATE DRAINAGE WAYS SHALL BE PROTECTED FROM POLLUTION. NO MATERIAL IS TO BE DISCHARGED TO OR DEPOSITED IN STORMWATER SYSTEMS THAT MAY RESULT IN VIOLATION OF STATE OR FEDERAL WATER QUALITY STANDARDS.

----

C3.4

----

STREET AND STORMWATER PLAN AND PROFILE E2ND ST STA 15+00 TO STA 19+50

----

C3.3

----

STREET AND STORMWATER PLAN AND PROFILE E2ND ST STA 11+00 TO STA 15+00

----

C3.2

10/14/15

----

STREET AND STORMWATER PLAN AND PROFILE V ST STA 8+59 TO STA 11+00

####

C3.1

####

MASTER STREET AND STORMWATER PLAN

####

C3.0

30% DESIGN

EXISTING CONDITIONS

####

NOT TO SCALE

C1.2

####

VICINITY MAP

MASTER LEGEND

####

NEW IMPROVEMENTS: THIS PROJECT IMPROVES THE LOWER GRAND INDUSTRIAL AREA, INCLUDING PERVIOUS PAVING OF THE STREETS, THE ADDITION OF PERVIOUS CONCRETE SIDEWALKS, THE INSTALLATION OF BIORETENTION FACILITIES, THE INSTALLATION OF AN OVERFLOW STORM SYSTEM AND AN ASPHALT REPAIR OF E 1ST STREET.

C1.1

####

FILENAME: G:\00_MFA Civil 3D\00_PROJECTS\0363.08.01 - City of Vancouver (Lower Grand Employment Area)\PLANS\0.0 Cover.dwg

SITE ADDRESS: LOWER GRAND INDUSTRIAL AREA, ENCOMPASSED BY E 1ST ST, E 2ND ST, V ST AND Y ST

COVER SHEET

####

PROJECT SUMMARY

C0.0

####

AGENCY CITY OF VANCOUVER 415 W. 6TH ST VANCOUVER, WA 98660 P: 360-487-7190 ANNETTE GRIFFY, PE

SHEET INDEX

####

SURVEYOR OTAK 700 WASHINGTON STREET SUITE #401 VANCOUVER, WA 98660 P: 360-737-9613

SITE

####

MAUL, FOSTER & ALONGI, INC. 400 E. MILL PLAIN BLVD SUITE #400 VANCOUVER, WA 98660 P: 360-694-2691 STACY FROST, PE [email protected]

####

CIVIL ENGINEER

CITY OF VANCOUVER 415 W. 6TH ST VANCOUVER, WA 98660 P: 360-487-7190 ANNETTE GRIFFY, PE

LOWER GRAND INDUSTRIAL AREA

CLIENT

14. ANY PUBLIC OR PRIVATE CURB, GUTTER, SIDEWALK, OR ASPHALT DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED TO CITY OF VANCOUVER STANDARDS AND PRACTICES.

COVER

15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE INTEGRITY OF ADJACENT UTILITIES WHICH MAY INCLUDE, BUT ARE NOT LIMITED TO, WATER, SANITARY SEWER, STORMWATER, POWER, TELEPHONE, CABLE TV,

SHEET

NOT FOR CONSTRUCTION

C0.0

PLOTTED ON: 2015-10-13 7:49 PM

PLOTTED BY: Lindsey Crosby

GALLON(-S) GAS METER GROUND GUARD POST GALLONS PER MINUTE GRADE GAS VALVE, GATE VALVE

HDPE HGT, HT HP HORZ HYD

HIGH DENSITY POLYETHYLENE HEIGHT HORSEPOWER HORIZONTAL HYDRANT

ID IE IN IP INTX INV

INSIDE DIAMETER INVERT ELEVATION INCH(-ES) IRON PIPE INTERSECTION INVERT

S SSWR SB SCH SD SDR SE SF SHT SL SPEC SQ SQ IN SRF ST STA STD STL STRM STRUCT SW,S/W

SOUTH, SLOPE SANITARY SOIL BORING SCHEDULE STORM DRAIN STANDARD DIMENSION RATIO SOUTHEAST SQUARE FEET SHEET SLOPE SPECIFICATIONS SQUARE SQUARE INCHES SURFACE STREET STATION STANDARD STEEL STORM STRUCTUR(-E, -AL) SIDEWALK, SOUTHWEST

TB TBM TC TEL, TELE TEMP TW TP TYP

THRUST BLOCK TEMPORARY BENCHMARK TOP OF CURB TELEPHONE TEMPORARY TOP OF WALL TOP OF PAVEMENT, TEL POLE, TURNING POINT TYPICAL

UG UGE

UNDERGROUND UNDERGROUND ELECTRIC

VC VERT VOL

VERTICAL CURVE VERTICAL VOLUME

W W/ WC WM W/O WSE WTR WV

WIDTH; WIDE; WEST WITH WITNESS CORNER WATER METER WITHOUT WATER SURFACE ELEVATION WATER GATE/GENERAL WATER VALVE

ALONGI REDUCER THRUST BLOCK

POWER VAULT

WATER METER TRANSMISSION TOWER

DOUBLE CHECK VALVE ASSEMBLY

UTILITY POLE

AIR RELIEF

LENGTH LATERAL

YD YR

YARD YEAR

STOP

FIRE HYDRANT RAISED MARKERS: LANE MARKERS TYPE I BLOW-OFF VALVE

UTILITY POLE ANCHOR

CHECK VALVE

LANE MARKERS TYPE II

GATE VALVE

TELEPHONE RISER

SIGN

TELEPHONE VAULT

BENDS:

LIGHT POLE

90 DEGREE BEND 45 DEGREE BEND

MISCELLANEOUS SYMBOLS

22.5 DEGREE BEND

SURVEY SYMBOLS

11.25 DEGREE BEND

SYMBOL DESCRIPTION THEOR./ FOUND/ EXIST. PROP.

SYMBOL EXIST. PROP.

VERTICAL BEND TEE

DESCRIPTION MONITORING WELL

CROSS

ANGLE POINT

INLET PROTECTION PILLOW

BENCH MARK

10/14/15

CONSTRUCTION ENTRANCE

BLOCK CORNER IRON PIPE

PROPOSED SPOT SHOT

SANITARY/STORM SEWER SYMBOLS

MONUMENT OWNERSHIP TIE

SYMBOL EXIST. PROP.

SECTION DATA: SECTION CENTER

DESCRIPTION

SAN. SEWER CLEAN OUT

SECTION CORNER S

S

QUARTER CORNER

SECTION NUMBER

SAN. SEWER MANHOLE

A C1.X

STORM DRAIN CATCH BASIN

CB

SIXTEENTH CORNER

MEANDER CORNER D

D

STORM DRAIN MANHOLE

DETAIL NUMBER X C1.X

SECTION REFERENCE SHEET

STORM DRAIN CULVERT

CLOSING CORNER

TYPICAL SECTION CALLOUT

DETAIL REFERENCE SHEET TYPICAL DETAIL CALLOUT

WITNESS CORNER DRY WELL

SOIL BORING SPOT ELEVATION

AREA DRAIN

EXISTING GRADE MAJOR CONTOUR

27

PROPOSED GRADE MAJOR CONTOUR (1.0' INTERVAL)

EXISTING GRADE MINOR CONTOUR

27

PROPOSED GRADE MINOR CONTOUR (0.2' INTERVAL)

27

EXISTING STORM DRAIN PIPE

PROPOSED STORM DRAIN PIPE

EXISTING WATER PIPE

PROPOSED WATER PIPE

PROPOSED SEDIMENT FENCE

EXISTING SANITARY SEWER PIPE

PROPOSED SANITARY SEWER PIPE

PROPOSED FLOW DIRECTION

PROPOSED PERVIOUS CONCRETE PAVEMENT

PROPOSED GRADE BREAK

EXISTING AC PAVEMENT PROPOSED AC PAVEMENT EXISTING CONCRETE SURFACING PROPOSED CONCRETE SURFACING EXISTING GRAVEL SURFACING

SF

PROPOSED DITCH FLOW LINE PROPOSED COMPOST SOCK

PROPOSED GRAVEL SURFACING

L LAT

HANDICAP SYMBOL

DESCRIPTION

RADIUS REINFORCED CONCRETE REINFORCED CONCRETE PIPE ROOF DRAIN REDUCER REQUIRED REQUIREMENT REVISION RIGHT OF WAY RIGHT

GUARD POST / BOLLARD

PAD MOUNTED TRANSFORMER

PROPOSED PAINT STRIPE PROPOSED TRUNCATED DOMES

EXISTING BUILDING

PROJECT:

DATE

GAL GM GND GP GPM GRD GV

R, RAD RC RCP RD RED REQD REQT REV R/W, ROW RT

BIKE PATH

ISSUE

FINISH FLOOR FINISH GRADE FIRE HYDRANT FLOW LINE FLANGE FORCE MAIN FEET, FOOT

PIPE PAD MOUNTED TRANSFORMER POINT OF CURVATURE PORTLAND CEMENT CONCRETE PENETRATION PERFORAT(-E, -ED, -ES, -ION) PROPERTY LINE, PLACE POWER VAULT POWER POLE PROPOSED PUMP STATION POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH POINT OF TANGENT PLUG VALVE POINT OF VERTICAL INTERSECTION POLYVINYL CHLORIDE PAVEMENT

COUPLING

----

FF FG FH FL FLG FM FT

P P TRAN PC PCC PEN. PERF P.L., PL POW V PP PROP. PS PSF PSI PT PV PVI PVC PVMT

GAS VALVE

----

EAST EACH END CURB RETURN EXISTING GROUND ELEVATION ELBOW ELECTRIC(-AL) ENGINEER ENTRANCE EDGE OF PAVEMENT EQUAL(-LY) EROSION CONTROL EASEMENT ESTIMATE(-D) END VERTICAL CURVE EXCAVATE EXISTING EACH WAY

ON CENTER OUTSIDE DIAMETER OVERHEAD POWER OWNERSHIP TIE

CAP/PLUG

DESCRIPTION

----

E EA ECR EG EL, ELEV ELB, ELL ELEC ENGR ENTR EP, EOP EQ ESC ESMT EST EVC EXC EX., EXTG. EW

OC OD OHP OT

GAS METER

SYMBOL EXIST. PROP.

VANCOUVER, WASHINGTON

DR DT DW DWG(S)

DEPTH DEGREE(-S) DUCTILE IRON DIAMETER DIMENSION(-S) DUCTILE IRON PIPE DEPARTMENT OF TRANSPORTATION DIMENSION RATIO DETAIL DRY WELL DRAWING(-S)

NORTH NOT APPLICABLE NATURAL GAS NORTHEAST NUMBER NOT TO SCALE NORTHWEST

DESCRIPTION

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FILENAME: G:\00_MFA Civil 3D\00_PROJECTS\0363.08.01 - City of Vancouver (Lower Grand Employment Area)\PLANS\C1.1 MASTER LEGEND.dwg

D DEG DI DIA DIM. DIP, D.I.P. DOT

N N/A NAT G, NG NE NO. NTS NW

SYMBOL EXIST. PROP.

DESCRIPTION

CHANNELIZATION SYMBOLS

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CATCH BASIN CONTROLLED DENSITY FILL CEMENT CUBIC FEET CUBIC FEET PER SECOND CAST IRON PIPE CIRCLE CHECK CENTERLINE CORRUGATED METAL PIPE CLEANOUT COMPACTION CONCRETE CORRUGATED POLYETHYLENE COUPLING COURT CENTER CULVERT CUBIC YARD

MAXIMUM MAUL FOSTER & ALONGI, INC. MANUFACTURER MANHOLE MONUMENT (IN CASE) MINIMUM; MINUTE MISCELLANEOUS MECHANICAL JOINT MONUMENT (SURFACE) MONITORING WELL

SYMBOL EXIST. PROP.

WATER SYMBOLS

----

CB CDF CEM CF CFS CIP CIR CK CL, CMP CO COMP CONC CPE CPL CT CTR CULV CY

MAX MFA MFR MH MIC MIN MISC MJ MON MW

GAS/POWER/TELEPHONE SYMBOLS

400 EAST MILL PLAIN BLVD, SUITE 400 VANCOUVER, WA 98660 PHONE: 360.694.2691 www.maulfoster.com

BEGIN CURB RETURN BUTTERFLY BELOW GROUND SURFACE BUILDING BOULEVARD BENCHMARK BEST MANAGEMENT PRACTICE BLOW-OFF BACK OF CURB BOTTOM BOTTOM OF WALL BEGING VERTICAL CURVE

POUND(-S) LINEAR FEET LONGITUDINAL LEFT

30% DESIGN

BCR BF BGS BLDG BLVD BM BMP BO BOC BOT, BTM B.O.W. BVC

ACOE AD AGG AIR AMSL AP APPD

LB LF LONG. LT

MAUL

ASPH ASSY

ACRE, ASPHALT CONCRETE PAVEMENT ARMY CORPS OF ENGINEERS AREA DRAIN AGGREGATE AIR RELIEF ABOVE MEAN SEA LEVEL ANGLE POINT APPROVED APPROXIMAT(-E, -LY) ASPHALT ASSEMBLY

LOWER GRAND INDUSTRIAL AREA

AC

FOSTER

GENERAL LEGEND

ABBREVIATIONS

0363.08.01

DESIGNED: C. GOKCORA DRAWN:

Z. PYLE

CHECKED:

S. FROST

SCALE PROPOSED BUILDING

EXISTING FENCE LINE PROPOSED FENCE LINE EXISTING ROAD CENTERLINE PROPOSED ROAD CENTERLINE EXISTING RIGHT-OF-WAY

EXISTING FLOW DIRECTION EXISTING OVERHEAD POWER EXISTING UNDERGROUND POWER

SHEET TITLE

EXISTING UNDERGROUND TELEPHONE PROPOSED RIGHT-OF-WAY

EXISTING PROPERTY LINE

PL

EXISTING UNDERGROUND GAS PROPOSED PROPERTY LINE

MASTER LEGEND SHEET

C1.1

6" CI

SDMH-AD 30" GRATED LID RIM = 25.97 SUMP 19.3

SDMH 48"CONC. O/S CONE RIM = 26.25 12"CPPL IN(W) 21.72 SUMP 17.4

6" CI

WO707

8" PVC

WO446

6" OD

X STREET

SDMH 48"CONC. O/S CONE RIM = 25.87 12"CPPL OUT(E) 22.67 12"CPPL IN(W) 21.94 8"CPPL IN(S) 23.27 SUMP 17.1

8" CONC

SDMH-AD 24" GRATED LID RIM = 26.22 4"CONC OUT(NW) 24.07 SUMP 23.1

12" CI

6" DI

WB2046

8" DI

8" PVC

MAUL

E. 3rd LOOP

400 E MILL PLAIN BLVD. SUITE 400 VANCOUVER, WA 98660 PHONE: 360.694.2691 www.maulfoster.com

ALONGI FOSTER

8" PVC

8" PVC

8" PVC

8" PVC

8" PVC

8"

SDCB RIM = 25.93 8"CPPL OUT(NW) 23.83 SUMP 22.2

C PV

10/14/15

ET

TRE

12" DI

8" PVC

12" DI

SDMH RIM = 25.20 6"PVC OUT(S) 22.90 SUMP 21.7 ####

12" DI

6" CI

WO707

12" CI

SUMP 22.8

VANCOUVER, WASHINGTON

8" PVC

Y STREET

SDDW 48"CONC O/S CONE RIM = 26.35 12"CONC IN(NE) 16.72 SUMP 16.2

DESCRIPTION

SDMH RIM = 26.02 10"PVC OUT(E) 20.42 10"PVC IN(S) 20.52 SUMP 13.3

SDCB RIM = 25.23 SDCB 10"PVC OUT(E) 24.03 RIM = 25.60 SUMP 21.4 6"PVC OUT(S) 24.10

SDDW RIM = 25.94 10"PVC IN(W) 19.74 SUMP 13.0

6" DI

8" PVC

####

8" PVC

16" DI

SDMH 48" FLAT TOP RIM = 25.96 12"CPPL OUT(W) 23.61 8"CPPL IN(N) 23.96 8"CPPL IN(E) 24.01 SUMP 22.8

16" DI

SDMH RIM = 26.26 12"PVC OUT(E) 22.96 12"PVC IN(S) 23.26

8" PVC

SDCB RIM = 25.72 8"CPPL OUT(S) 23.97 8"CPPL IN(N) 24.07 8"CPPL IN(W) 23.97

SDCB RIM = 25.65 8"CPPL OUT(E) 24.04 SUMP 22.0

####

PLOTTED BY: Stacy Frost FILENAME: G:\00_MFA Civil 3D\00_PROJECTS\0363.08.01 - City of Vancouver (Lower Grand Employment Area)\PLANS\C1.2 - EXTG CONDITIONS.dwg

6" OD

6" CI

SDCB RIM = 25.66 10"PVC OUT(SW) 23.86 10"PVC IN(E) 23.86 SUMP 21.8

####

SDCB RIM = 25.59 8"CPPL OUT(E) 24.04 SUMP 22.0

####

XB564

SDMH RIM = 25.67 15"PLASTIC OUT(N)21.72 SUMP 16.1

LOWER GRAND INDUSTRIAL AREA

10" WC

N

16" DI

16" DI

SDMH RIM = 25.81 8"CPPL OUT(S) 24.36 SUMP 21.9

CITY OF VANCOUVER

S .V

8" DI

ENG2006-00196

SDCB RIM = 25.14 8"CPP OUT(N) 22.51 SUMP 20.3

12" DI

CON

C

PV C

8"

SDMH RIM = 25.60 12"PVC OUT(E) 22.30 12"PVC IN(W) 22.30 8"CPP IN(S) 22.00 6"PVC IN(N) 22.45

----

----

----

----

DATE

#### ####

ISSUE

#### ####

#### ####

####

PROJECT:

0363.08.01

DESIGNED: C.GOKCORA DRAWN:

Z.PYLE

CHECKED:

S.FROST

SCALE 0

60'

NOTE: BAR IS ONE INCH ON ORIGINAL DRAWING. IF NOT ONE INCH ON THIS SHEET, ADJUST SCALE ACCORDINGLY.

8" DI

SDMH RIM = 25.79 12"PVC OUT(W) 19.94 10"PVC IN(NE) 22.79 12"PVC IN(S) 20.19 SUMP 12.8

SDMH RIM = 25.71 48" FLAT TOP 12"PVC OUT(E) 22.26 12"PVC IN(W) 22.26 12"PVC IN(N) 22.26

C

ENG2006-00196

SDCB RIM = 25.72 12"CPPL OUT(S) 23.04 12"CPPL IN(N) 23.14 8"PVC IN(E) 23.72 SUMP 21.5

SDDW 48" FLAT TOP RIM = 26.39 12"CPPL IN(E) 22.22 SUMP 18.7

SDDW RIM = 25.76 12"PVC IN(E) 19.36 SUMP 12.2 SDCB RIM = 25.17 12"PVC OUT(N) 23.12 SUMP 21.2

CON

8"

SDCB RIM = 25.61 8"CPPL OUT(W) 24.06 SUMP 22.6

8" CONC

SDCB RIM = 25.38 12"CPPL OUT(N) 23.23 12"CPPL IN(S) 23.23 SUMP 21.6

SDMH 48" FLAT TOP RIM = 26.36 12'CPPL OUT(W) 22.72 6"PVC IN(N) 23.42 6"PVC IN(E) 23.61 SUMP 19.8

8" CONC

12"

12" DI

####

6" DI

####

8" CONC

12" CI

6" CI

8" PVC

####

8" PVC

SDCB RIM = 25.42 12"CPPL OUT(S) 23.37 12"CPPL IN(E) 23.22

SHEET TITLE

6" DI

EXISTING CONDITIONS

16" DI

PLOTTED ON: 2015-10-14 8:48 AM

----

K

XB564

16" DI

7' A CH

8' CHAINLINK

----

IN INL

E AT

8" PVC

6"

G

CI

GATE

6" CI

SHEET

NOT FOR CONSTRUCTION

C1.2

120'

2)

FOSTER

1) ADJUST ALL EXISTING STORM DRAIN MANHOLE & CATCH BASIN RIMS/GRATES TO MATCH PROPOSED GRADE, UNLESS OTHERWISE NOTED ON PLAN. CONTOURS SHOWN ON C3.1 THRU C3.9 INDICATE 0.2' INTERVALS.

MAUL

3) COORDINATE RELOCATION OF EXISTING POWER STRUCTURES AND WATER UTILITY STRUCTURES WITH CLARK PUBLIC UTILITIES.

400 E MILL PLAIN BLVD. SUITE# 400 VANCOUVER, WA 98660 PHONE: 360.694.2691 www.maulfoster.com

ALONGI

NOTES:

PLOTTED ON: 2015-10-14 9:23 AM

VANCOUVER, WASHINGTON

PROJECT:

ISSUE

DATE

----------

----------

#### #### ####

#### #### ####

#### #### ####

#### ####

####

#### ####

####

DESCRIPTION

30% DESIGN

PLOTTED BY: Stacy Frost FILENAME: G:\00_MFA Civil 3D\00_PROJECTS\0363.08.01 - City of Vancouver (Lower Grand Employment Area)\PLANS\C3.0 MASTER STREET AND STORMWATER PLAN.dwg

LOWER GRAND INDUSTRIAL AREA

10/14/15

0363.08.01

DESIGNED: C. GOKCORA DRAWN:

Z.PYLE

CHECKED:

S. FROST

SCALE 0

60'

120'

NOTE: BAR IS ONE INCH ON ORIGINAL DRAWING. IF NOT ONE INCH ON THIS SHEET, ADJUST SCALE ACCORDINGLY.

SHEET TITLE

MASTER STREET AND STORMWATER PLAN SHEET

NOT FOR CONSTRUCTION

C3.0

400 E MILL PLAIN BLVD. SUITE #400 VANCOUVER, WA 98660 PHONE: 360-694-2691 www.maulfoster.com

ALONGI FOSTER MAUL PLOTTED ON: 2015-10-14 9:40 AM

0.10% 0.80%

PROJECT:

ISSUE

DATE

----------

----------

#### #### ####

#### #### ####

#### #### ####

#### ####

####

####

20

####

EXISTING GRADE AT CENTERLINE

MATCHLINE STA 11+00 SEE C3.2

MATCH EXTG GRADE

DESCRIPTION

NOTE: FUTURE IMPROVEMENTS OF E 1 ST STREET BY OTHERS; NOT PART OF ECOLOGY GRANT APPLICATION

25

####

-1.00%

VANCOUVER, WASHINGTON

FINISH GRADE AT CENTERLINE

CITY OF VANCOUVER

LOWER GRAND INDUSTRIAL AREA

GRADE BREAK STA = 10+50.00 ELEV = 26.565

BVCS: 8+78.00 BVCE: 25.67

EVCS: 9+32.00 EVCE: 25.62

LOW PT STA: 9+08.00 LOW PT ELEV: 25.52 PVI STA:9+05.00 PVI ELEV:25.40 K:30.00 LVC:54.00

GRADE BREAK STA = 8+59.35 ELEV = 25.861

30

0363.08.01

DESIGNED: C. GOKCORA DRAWN:

Z. PYLE

CHECKED:

S. FROST

SCALE 0

30' 20'

60' 40'

NOTE: BAR IS ONE INCH ON ORIGINAL DRAWING. IF NOT ONE INCH ON THIS SHEET, ADJUST SCALE ACCORDINGLY.

15 11+00

10+00

9+00

SHEET TITLE 8+59

Elevation (Feet)

PLOTTED BY: Stacy Frost FILENAME: G:\00_MFA Civil 3D\00_PROJECTS\0363.08.01 - City of Vancouver (Lower Grand Employment Area)\PLANS\C3.1 STREET AND STORMWATER PLAN AND PROFILE.dwg

10/14/15

STREET AND STORMWATER PLAN AND PROFILE STA 8+59 TO 11+00

Station (Feet)

PROFILE VIEW OF V St - E 2nd St - Y St HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 2' VERTICAL EXAGGERATION: 10

SHEET

NOT FOR CONSTURCTION

C3.1

400 E MILL PLAIN BLVD. SUITE #400 VANCOUVER, WA 98660 PHONE: 360-694-2691 www.maulfoster.com

ALONGI FOSTER MAUL PLOTTED ON: 2015-10-14 9:59 AM

0.10%

EXISTING GRADE AT CENTERLINE

DESCRIPTION

307 LF 12" STRM @S= 0.0022

----------

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#### #### ####

#### #### ####

####

#### #### ####

0363.08.01

DESIGNED: C. GOKCORA DRAWN:

Z. PYLE

CHECKED:

S. FROST

SCALE 0

20'

40'

NOTE: BAR IS ONE INCH ON ORIGINAL DRAWING. IF NOT ONE INCH ON THIS SHEET, ADJUST SCALE ACCORDINGLY.

SHEET TITLE

15+00

14+00

13+00

12+00

####

PROJECT:

15 8+59 11+00

####

STRM MH C STA 12+49.82 RIM 27.22' 12" IE 22.51' IN (NE) 12" IE 22.51' 22.50' OUT (SW)

####

20

STRM MH B STA 11+59.26 RIM 27.35' 8" IEIE22.64' 12" 22.31'ININ(N) (NE) 12" 22.31'IN IN(N) (NE) 8" IEIE22.64' 12" IE 22.31' OUT (W)

MATCHLINE STA 15+00 SEE C3.3

STRM MH A STA 11+51.39 RIM 26.00' 12" IE 22.25' IN (E) EXTG 48" IE 19.25' IN (N) EXTG 48" IE 19.25' OUT (S) CAST NEW MH OVER EXTG CONC STRM

####

####

90 LF 12" STRM @S= 0.0022

DATE

26 LF 12" STRM @S= 0.0022

ISSUE

25

VANCOUVER, WASHINGTON

0.70%

CITY OF VANCOUVER

LOWER GRAND INDUSTRIAL AREA

FINISH GRADE AT CENTERLINE

GRADE BREAK STA = 14+83.69 ELEV = 26.999

SEE C3.1 MATCHLINE STA 11+00

30

Elevation (Feet)

PLOTTED BY: Stacy Frost FILENAME: G:\00_MFA Civil 3D\00_PROJECTS\0363.08.01 - City of Vancouver (Lower Grand Employment Area)\PLANS\C3.2 STREET AND STORMWATER PLAN AND PROFILE.dwg

10/14/15

STREET AND STORMWATER PLAN AND PROFILE STA 11+00 TO 15+00

Station (Feet)

PROFILE VIEW OF V St - E 2nd St - Y St HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 2' VERTICAL EXAGGERATION: 10

SHEET

NOT FOR CONSTRUCTION

C3.2

STREET LIGHT (TYP) (C.O.V. STD DTL T21-02) (BY OTHERS)

CURB CUTS @ 30' O.C.

FOSTER

DETECTABLE WARNING (TYP) (C.O.V. STD DTL T02-15)

PERPENDICULAR RAMP (C.O.V. STD DTL T02-08)

8+50

.21

RELOCATE EXTG WATR METER

17+00

PRC: 1

18+00

PERPENDICULAR RAMP (C.O.V. STD DTL T02-08)

E 2ND

0

16+0

ST

19+00

:1 PC

PROTECT AND RELOCATE WATR STANDPIPE RELOCATE EXTG POWR POLE

4+

PERVIOUS CONCRETE (SEE DTL SHT C4.0)

40' DRIVEWAY W/OUT SIDEWALK (TYP)

GRADE BREAK STA = 19+07.32 ELEV = 27.021

GRADE BREAK STA = 16+13.52 ELEV = 27.903

.2 E ST 3 C LIN SEE TCH MA

FINISH GRADE AT CENTERLINE

-0.30%

0.70%

-0.10%

25

PROJECT:

ISSUE

DATE

----------

----------

#### #### ####

#### #### ####

#### #### ####

#### #### ####

#### ####

STRM MH D STA 15+56.37 RIM 27.53' 12"IEIE23.52' 23.18'ININ(NE) (N) 8" 8" IEIE23.52' 12" 23.18'IN IN(NE) (N) 12" 12" IE IE 23.18' 23.18' OUT OUT (SW) (SW)

####

20

MATCHLINE STA 19+50 SEE C3.4

SEE C3.3 MATCHLINE STA 19+50

DESCRIPTION

EXISTING GRADE AT CENTERLINE

0363.08.01

DESIGNED: C. GOKCORA DRAWN:

Z. PYLE

CHECKED:

S. FROST

SCALE 0

20'

40'

NOTE: BAR IS ONE INCH ON ORIGINAL DRAWING. IF NOT ONE INCH ON THIS SHEET, ADJUST SCALE ACCORDINGLY.

19+00

18+00

17+00

16+00

15 8+59 15+00

Elevation (Feet)

PLOTTED BY: Stacy Frost FILENAME: G:\00_MFA Civil 3D\00_PROJECTS\0363.08.01 - City of Vancouver (Lower Grand Employment Area)\PLANS\C3.3 STREET AND STORMWATER PLAN AND PROFILE.dwg

30

10/14/15

VANCOUVER, WASHINGTON

D C4.0

30% DESIGN

C C4.0

A

0 +0 5 1

TYPE E-1 BARRIER CURB (TYP) (C.O.V. STD DTL T01-10)

LOWER GRAND INDUSTRIAL AREA

.74

RELOCATE EXTG POWR POLE

MATCHLINE STA 19+50 SEE C3.4

80

00

15+

CURB CUTS @ 30' O.C.

PLOTTED ON: 2015-10-14 10:02 AM

400 E MILL PLAIN BLVD. SUITE #400 VANCOUVER, WA 98660 PHONE: 360-694-2691 www.maulfoster.com

ALONGI

DRIVEWAY WITH DETACHED SIDEWALK (TYP) (C.O.V. STD DTL 01-04A)

MAUL

EXTG SDMH-AD 30" GRATED LID RIM = 25.97 SUMP 19.3

SHEET TITLE

STREET AND STORMWATER PLAN AND PROFILE STA 15+00 TO 19+50

Station (Feet)

PROFILE VIEW OF V St - E 2nd St - Y St HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 2' VERTICAL EXAGGERATION: 10

SHEET

NOT FOR CONSTURCTION

C3.3

ALONGI MAUL EXTG ROW

21+00

ADJUST EXTG SSWR MH TO FINISH GRADE EXTG RIM= UNKWN.

PROTECT AND RELOCATE WATR VAVLE

PERVIOUS CONCRETE (SEE DTLSHT C4.0)

22+00

D C4.0 EXTG ROW

PT: 22+04.17

REMOVE EXTG STRM CB EXTG GRATE 25.93 EXTG 8" IE 23.83 OUT(NW) EXTG SUMP 22.2

C C4.0

TYPE E-1 BARRIER CURB (TYP) (C.O.V. STD DTL T01-10)

STREET LIGHT (TYP) (C.O.V. STD DTL T21-02) (BY OTHERS)

Y ST

SEE C3.3 MATCHLINE STA 19+50

PC: 21+25.63

E 2ND ST 20+00

PARALLEL PARKING MARKINGS (TYP) C.O.V STD DTL T29-50

WITH DETACHED SIDEWALK (TYP) (C.O.V STD DTL 01-04A)

PI: 21+08.16

PT: 19+77.41

RELOCATE EXTG WATR METER

ABANDON EXTG STRM MH EXTG 48"CONC. O/S CONE EXTG RIM 26.25 EXTG 12" IE 21.72 IN(W) EXTG SUMP 17.4 DRIVEWAY

400 E MILL PLAIN BLVD. SUITE #400 VANCOUVER, WA 98660 PHONE: 360-694-2691 www.maulfoster.com

ABANDON EXTG STRM MH EXTG48"CONC. O/S CONE EXTG RIM 25.87 EXTG12" IE 22.67 OUT(E) EXTG12" IE 21.94 IN(W) EXTG 8" IE 23.27 IN(S) EXTG SUMP 17.1

FOSTER

RELOCATE EXTG POWR POLE

PLOTTED ON: 2015-10-14 10:05 AM

-0.10%

-0.10%

DESCRIPTION

25

VANCOUVER, WASHINGTON DATE

----------

----------

#### #### ####

#### #### ####

#### #### ####

#### #### ####

PROJECT:

0363.08.01

DESIGNED: C. GOKCORA DRAWN:

Z. PYLE

CHECKED:

S. FROST

SCALE 0

20'

40'

NOTE: BAR IS ONE INCH ON ORIGINAL DRAWING. IF NOT ONE INCH ON THIS SHEET, ADJUST SCALE ACCORDINGLY.

SHEET TITLE

22+00

21+00

20+00

15 8+59

####

20

####

SEE C3.3 MATCHLINE STA 19+50

MATCHLINE STA 22+50 SEE C3.5

####

EXISTING GRADE AT CENTERLINE

ISSUE

FINISH GRADE AT CENTERLINE

GRADE BREAK STA = 21+00.00 ELEV = 26.832

30

Elevation (Feet)

PLOTTED BY: Stacy Frost FILENAME: G:\00_MFA Civil 3D\00_PROJECTS\0363.08.01 - City of Vancouver (Lower Grand Employment Area)\PLANS\C3.4 STREET AND STORMWATER PLAN AND PROFILE.dwg

MATCHLINE STA 22+50 SEE C3.5

30% DESIGN

LOWER GRAND INDUSTRIAL AREA

10/14/15

STREET AND STORMWATER AND PROFILE STA 19+50 TO 22+50

Station (Feet)

PROFILE VIEW OF V St - E 2nd St - Y St HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 2' VERTICAL EXAGGERATION: 10

SHEET

NOT FOR CONSTRUCTION

C3.4

PLOTTED ON: 2015-10-14 10:21 AM

26+58

20 20

15 15

PROFILE VIEW OF V St - E 2nd St - Y St HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 2' VERTICAL EXAGGERATION: 10

NOT FOR CONSTURCTION PROJECT:

0

DRAWN: Z. PYLE

CHECKED: S. FROST

20'

SHEET

C3.5

-------

-------

DATE

####

####

----

----

####

####

####

####

DESCRIPTION

EXISTING GRADE AT CENTERLINE

ISSUE

####

#### ####

####

####

VANCOUVER, WASHINGTON

30% DESIGN

LOWER GRAND INDUSTRIAL AREA

25

####

####

-0.22%

####

MATCH EXTG GRADE

####

0.20%

26+00

GRADE BREAK STA = 24+34.20 ELEV = 26.929

FINISH GRADE AT CENTERLINE

25+00

-0.10%

24+00

GRADE BREAK STA = 22+90.64 ELEV = 26.642

GRADE BREAK STA = 8+59.35

30

23+00

SEE C3.4 MATCHLINE 22+50

Elevation (Feet)

PLOTTED BY: Stacy Frost FILENAME: G:\00_MFA Civil 3D\00_PROJECTS\0363.08.01 - City of Vancouver (Lower Grand Employment Area)\PLANS\C3.5 STREET AND STORMWATER PLAN AND PROFILE.dwg

10/14/15

0363.08.01

DESIGNED: C. GOKCORA

SCALE 40'

NOTE: BAR IS ONE INCH ON ORIGINAL DRAWING. IF NOT ONE INCH ON THIS SHEET, ADJUST SCALE ACCORDINGLY.

SHEET TITLE

STREET AND STORMWATER PLAN AND PROFILE STA 22+50 TO 26+57

FOSTER

ALONGI 400 E MILL PLAIN BLVD. SUITE #400 VANCOUVER, WA 98660 PHONE: 360-694-2691 www.maulfoster.com

MAUL

400 E MILL PLAIN BLVD. SUITE #400 VANCOUVER, WA 98660 PHONE: 360-694-2691 www.maulfoster.com

ALONGI FOSTER MAUL PLOTTED ON: 2015-10-14 10:35 AM

-0.11%

25 EXTG GRD 20' OFF L

177 LF 12" STRM @S= 0.0022 FINISH GRD AT CURB FLOWLINE

VANCOUVER, WASHINGTON

NOTE: FUTURE IMPROVEMENTS OF E 1 ST STREET BY OTHERS; NOT PART OF ECOLOGY GRANT APPLICATION

30% DESIGN

LOWER GRAND INDUSTRIAL AREA

DATE

----------

----------

#### #### ####

#### #### ####

#### #### ####

#### ####

####

#### ####

PROJECT:

0363.08.01

DESIGNED: C. GOKCORA

103+00

102+00

101+00

99+75

15

100+00

STRM MH J STA 99+75.64 RIM 27.86' 12" IE 21.90' IN (E) EXTG 48" IE 18.90 IN (N) EXTG 48" IE 18.90 OUT (S) CAST NEW MANHOLE OVER EXTG CONCRETE STRM

####

MATCHLINE STA 104+00 SEE C3.7

20

DESCRIPTION

STRM MH K STA 101+52.46 RIM 25.90' 8" IE 22.62' IN (N) 12" IE 22.29' OUT (W)

ISSUE

GRADE BREAK STA = 103+01.23 ELEV = 25.729

EXTG GRD AT CENTERLINE

0.15%

Elevation (Feet)

PLOTTED BY: Stacy Frost FILENAME: G:\00_MFA Civil 3D\00_PROJECTS\0363.08.01 - City of Vancouver (Lower Grand Employment Area)\PLANS\C3.6 STREET AND STORMWATER PLAN AND PROFILE.dwg

30

END CURB RETURN BEGIN 1ST ST. CURB, OFFSET 20' L GRADE BREAK STA = 100+39.61 ELEV = 25.334

N. V STREET, STA:8+59.00 = 1ST STREET, STA: 100+24.70

10/14/15

DRAWN:

Z. PYLE

CHECKED:

S. FROST

SCALE 0

Station (Feet)

20'

40'

NOTE: BAR IS ONE INCH ON ORIGINAL DRAWING. IF NOT ONE INCH ON THIS SHEET, ADJUST SCALE ACCORDINGLY.

PROFILE VIEW OF E 1st St HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 2' VERTICAL EXAGGERATION: 10

SHEET TITLE

STREET AND STORMWATER PLAN AND PROFILE STA. 99+75 TO 104+00 SHEET

NOT FOR CONSTRUCTION

C3.6

400 E MILL PLAIN BLVD. SUITE #400 VANCOUVER, WA 98660 PHONE: 360-694-2691 www.maulfoster.com

ALONGI FOSTER MAUL -0.11%

0.24%

25

ISSUE

DATE

----------

----------

#### #### ####

#### #### ####

####

#### #### ####

0363.08.01

DESIGNED: C. GOKCORA DRAWN:

Z. PYLE

CHECKED:

S. FROST

SCALE 0

20'

40'

NOTE: BAR IS ONE INCH ON ORIGINAL DRAWING. IF NOT ONE INCH ON THIS SHEET, ADJUST SCALE ACCORDINGLY.

107+00

106+00

105+00

####

PROJECT:

15 104+00

####

STRM MH J STA 99+75.64 RIM 27.86' 12" IE 21.90' IN (E)

####

MATCHLINE STA 108+00 SEE C3.8

SEE C3.6 MATCHLINE STA 104+00

20

####

####

DESCRIPTION

FINISH GRD AT CURB FLOWLINE

SHEET TITLE

STREET AND STORMWATER PLAN AND PROFILE STA 104+00 - 108+00

Station (Feet) PLOTTED ON: 2015-10-14 10:39 AM

30% DESIGN

NOTE: FUTURE IMPROVEMENTS OF E 1 ST STREET BY OTHERS; NOT PART OF ECOLOGY GRANT APPLICATION

VANCOUVER, WASHINGTON

EXTG GRD AT CENTERLINE

LOWER GRAND INDUSTRIAL AREA

EXTG GRD OFF 20' L

GRADE BREAK STA = 107+01.68 ELEV = 25.277

30

Elevation (Feet)

PLOTTED BY: Stacy Frost FILENAME: G:\00_MFA Civil 3D\00_PROJECTS\0363.08.01 - City of Vancouver (Lower Grand Employment Area)\PLANS\C3.7 STREET AND STORMWATER PLAN AND PROFILE.dwg

10/14/15

Station (Feet)

PROFILE VIEW OF E 1st St HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 2' VERTICAL EXAGGERATION: 10

SHEET

NOT FOR CONSTRUCTION

C3.7

PLOTTED ON: 2015-10-14 10:48 AM

Station (Feet) 111+00

20

PROJECT:

15

Station (Feet)

PROFILE VIEW OF E 1st St HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 2' VERTICAL EXAGGERATION: 10

NOT FOR CONSTRUCTION 0

DRAWN: Z. PYLE

CHECKED: S. FROST

20'

SHEET

C3.8

-------

-------

DATE

####

####

ISSUE

####

####

----

----

####

####

####

DESCRIPTION

FINISH GRD AT CURB FLOWLINE

####

FINISH GRD AT CURB FLOWLINE

####

-0.68%

VANCOUVER, WASHINGTON

30% DESIGN

LOWER GRAND INDUSTRIAL AREA

0.16%

####

0.24%

####

25 EXTG GRD 20' OFF L

####

####

BEGIN 1ST ST WIDENING SECTION STA 109+90

####

END Y ST. CURB RETURN BEGIN 1ST ST. CURB GRADE BREAK STA = 109+90.61 ELEV = 25.801

NOTE: FUTURE IMPROVEMENTS OF E 1 ST STREET BY OTHERS; NOT PART OF ECOLOGY GRANT APPLICATION

####

MATCHLINE STA 112+00 SEE C3.9

EXTG GRD 20' OFF L END HALF STREET OVERLAY STA: 109+76.69

110+00

EXTG GRD AT CENTERLINE END 1ST ST. CURB BEGIN Y ST. CURB RETURN GRADE BREAK STA = 109+00.63 ELEV = 25.747

30

109+00

108+00

SEE C3.7 MATCHLINE STA 108+00

Elevation (Feet)

PLOTTED BY: Stacy Frost FILENAME: G:\00_MFA Civil 3D\00_PROJECTS\0363.08.01 - City of Vancouver (Lower Grand Employment Area)\PLANS\C3.8 STREET AND STORMWATER PLAN AND PROFILE.dwg

10/14/15

0363.08.01

DESIGNED: C. GOKCORA

SCALE 40'

NOTE: BAR IS ONE INCH ON ORIGINAL DRAWING. IF NOT ONE INCH ON THIS SHEET, ADJUST SCALE ACCORDINGLY.

SHEET TITLE

STREET AND STORMWATER PLAN AND PROFILE STA 108+00 - 112+00

FOSTER

ALONGI 400 E MILL PLAIN BLVD. SUITE #400 VANCOUVER, WA 98660 PHONE: 360-694-2691 www.maulfoster.com

MAUL

15 115+75 15

PROFILE VIEW OF V St - E 2nd St - Y St HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 2' VERTICAL EXAGGERATION: 10

NOT FOR CONSTRUCTION

20 PROJECT:

0

#### #### -------

DATE

#### -------

ISSUE

#### ####

####

####

DRAWN: Z. PYLE

CHECKED: S. FROST

SHEET

C3.9

20'

----

----

####

####

####

####

DESCRIPTION

VANCOUVER, WASHINGTON

30% DESIGN

LOWER GRAND INDUSTRIAL AREA

-0.93%

####

FINISH GRD AT CURB FLOWLINE ####

-0.16%

####

NOTE: FUTURE IMPROVEMENTS OF E 1 ST STREET BY OTHERS; NOT PART OF ECOLOGY GRANT APPLICATION

####

25 END 1ST WIDENING SECTION GRADE BREAK STA = 115+00.47 ELEV = 24.403

GRADE BREAK STA = 114+06.60 ELEV = 25.275

EXTG GRD AT CENTERLINE

115+00

0.39%

114+00

GRADE BREAK STA = 112+04.09 ELEV = 25.069

30

113+00

SEE C3.8 MATCHLINE STA 111+75

Elevation (Feet)

PLOTTED BY: Stacy Frost FILENAME: G:\00_MFA Civil 3D\00_PROJECTS\0363.08.01 - City of Vancouver (Lower Grand Employment Area)\PLANS\C3.9 STREET AND STORMWATER PLAN AND PROFILE.dwg

20

112+00

PLOTTED ON: 2015-10-14 10:56 AM

10/14/15

EXTG GRD 20' OFF L

0363.08.01

DESIGNED: C. GOKCORA

SCALE 40'

NOTE: BAR IS ONE INCH ON ORIGINAL DRAWING. IF NOT ONE INCH ON THIS SHEET, ADJUST SCALE ACCORDINGLY.

SHEET TITLE

STREET AND STORMWATER AND PROFILE STA 112+00 - 115+53

FOSTER

ALONGI 400 E MILL PLAIN BLVD. SUITE #400 VANCOUVER, WA 98660 PHONE: 360-694-2691 www.maulfoster.com

MAUL

14'

14'

ALONGI

C L 14'

14'

TYPE E-1 BARRIER CURB (TYP) (C.O.V. STD DTL T01-10)

TYPE E-1 BARRIER CURB (C.O.V. STD DTL T01-10) 0.5%

0.5%

0.5%

8" PERVIOUS CEMENT CONCRETE 8" DRAINAGE AGGREGATE BASE

6' BIKE LANE

TYPE E-1 BARRIER CURB (C.O.V. STD DTL T01-10)

PLOTTED ON: 2015-10-14 9:02 AM

PLOTTED BY: Lindsey Crosby

0.5%

8' ORNAMENTAL FENCE

6' PERVIOUS CEM CONC SW

5.5'

C L

10' PARKING

14'

0.5' CURB 10' PARKING

14'

JH KELLY BIORETENTION FACILITY

DESCRIPTION

VARIES 23'-35' R/W VACATION

VARIES 55'-67' R/W

6' PERVIOUS CEM CONC SW

6.0' BIORETENTION FACILITY

0.5' CURB

5.0' A/C PAVEMENT

R/W

29.5'

0.5' PERVIOUS CEM CONC CURB

PERVIOUS CEM CONC SIDEWALK SECTION

E. 1ST ST. HALF-WIDTH (FUTURE BY STA 100+32 - 109+76 OTHERS) R/W

R/W

40.5'

4' PLANTER

4" MIN DEPTH CLEAN UNIFORM GRADED AGGREGATE

R/W

F

STA 19+11 - 21+08

6' BIORETENTION FACILITY

2" PLANE AND AC PAVMT OVERLAY (C.O.V. STD DTL T05-01A & B)

PAVEMENT RESTORATION PER C.O.V. STD DTL T05-01A

8" PERVIOUS CEMENT CONCRETE 8" DRAINAGE AGGREGATE BASE

E. 2ND ST. SECTION

UNCOMPACTED SUBGRADE

2% - 3% PER PLAN

70' R/W

EXTG R/W

FILENAME: G:\00_MFA Civil 3D\00_PROJECTS\0363.08.01 - City of Vancouver (Lower Grand Employment Area)\PLANS\C4.0 STREET CROSS SECTIONS.dwg

0.5%

10' ROW VACATION

14'

TYPE E-1 BARRIER CURB (TYP) (C.O.V. STD DTL T01-10) PAVEMENT RESTORATION PER C.O.V. STD DTL T05-01A

2%

WHEEL STOP

0363.08.01

DESIGNED: C. GOKCORA DRAWN:

Z. PYLE

CHECKED:

S. FROST

SCALE

DRAWING NOT TO SCALE

0.5%

0.5%

PROJECT:

DATE

6' PERVIOUS CEM CONC SW

C L

10/14/15

ISSUE

0.5' CURB

TYPE E-1 BARRIER CURB (TYP) (C.O.V. STD DTL T01-10)

D

4" MIN DEPTH PERVIOUS CEMENT CONCRETE

----

6' BIORETENTION FACILITY

10' PARKING

14'

42.4'

EXTG R/W

14'

37.6'

----

0.5' CURB

C L

80' R/W

----

R/W

R/W

6' PERVIOUS CEM CONC SW

0.5' CURB

STA 15+18 - 18+90 22+04 - 22+30

STA 11+20 - 15+18

49'

31'

C

VANCOUVER, WASHINGTON

B

80' R/W

6' BIORETENTION FACILITY

E. 2ND ST. SECTION

E. 2ND ST. SECTION

R/W

STA 9+05 - 11+00

R/W

A

8" PERVIOUS CEMENT CONCRETE 8" DRAINAGE AGGREGATE BASE

----

V ST. SECTION

8" PERVIOUS CEMENT CONCRETE 8" DRAINAGE AGGREGATE BASE

----

TYPE E-1 BARRIER CURB (TYP) (C.O.V. STD DTL T01-10)

6' PERVIOUS CEM CONC SW

6' BIORETENTION FACILITY

----

6' PERVIOUS CEM CONC SW

14'

2' CEM CONC COLLAR

2001 NW 19TH AVE, SUITE 200 PORTLAND, OR 97209 PHONE: 971.544.2139 www.maulfoster.com

14'

C L

6' BIORETENTION FACILITY

CITY OF VANCOUVER

0.5' CURB

FOSTER

C L

0.5' CURB

MAUL

0.5' CURB

LOWER GRAND INDUSTRIAL AREA

0.5' CURB

VARIES 78'-109' R/W

R/W

VAR.

46'

R/W

VAR.

32'

R/W

R/W

100'

R/W

R/W

78' R/W

R/W ACQUISITION (STA 15+72 - 18+77) VARIES 7.5' - 29'

SHEET TITLE

8" PERVIOUS CEMENT CONCRETE 8" DRAINAGE AGGREGATE BASE

E

Y ST. SECTION STA 22+66 - 26+00

WIDENING SECTION (FUTURE BY G E 1ST ST ROAD STA 109+90 - 115+00 OTHERS)

STREET CROSS SECTIONS SHEET

C4.0

1 SUBGRADE 18" MIN DEPTH BIORETENTION SOIL MEDIA (SEE NOTES ON THIS SHT)

18" MIN DEPTH BIORETENTION SOIL MEDIA (SEE NOTES ON THIS SHT)

SUBGRADE 12" MIN DEPTH NO. 4 COURSE AGGREGATE (DRAIN ROCK) WSDOT 9-03.1(3)C OR AS APPROVED 6" PERF UNDERDRAIN

6" PERF UNDERDRAIN

20 MIL PVC LINER

PLOTTED ON: 2015-10-14 9:07 AM

PLOTTED BY: Lindsey Crosby

BIORETENTION FACILITY REGULAR PAVEMENT SECTION

B

SCALE: NTS

BIORETENTION FACILITY PERVIOUS PAVEMENT SECTION SCALE: NTS

C

BIORETENTION FACILITY NOTES SCALE: NTS

A 6'

6' BIORETENTION FACILITY

6" DRAINAGE AGG BASE INTO THE BIORETENTION FACILITY

4" PERVIOUS CONC. S/W ON 3" MIN DEPTH 5/8"-0 CRUSHED AGGREGATE

PLAN BIORETENTION FACILITY (SEE DTL A AND B)

BIORETENTION FACILITY (SEE DTL A AND B)

DRIVEWAY (C.O.V. DTL T01-04A)

ATRIUM GRATE

2' BOTTOM

2001 NW 19TH AVE, SUITE 200 PORTLAND, OR 97209 PHONE: 971.544.2139 www.maulfoster.com

10/14/15

6" RISER HEIGHT 4" ATRIUM GRATE (BY RAINBIRD OR APPD EQUAL) AND 4" RISER

8" PERVIOUS CEM CONCRETE 8" DRAINAGE AGGREGATE BASE

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FILENAME: G:\00_MFA Civil 3D\00_PROJECTS\0363.08.01 - City of Vancouver (Lower Grand Employment Area)\PLANS\C4.1 STORMWATER DETAILS.dwg

A

2" REVEAL 2" REVEAL

3

8" MIN DEPTH

1 PROJECT: SUBGRADE

18" MIN DEPTH BIORETENTION SOIL MEDIA (SEE NOTES ON THIS SHT) 12" MIN DEPTH NO. 4 COURSE AGGREGATE (DRAIN ROCK) WSDOT 9-03.1(3)C OR AS APPROVED

DATE

12" MIN DEPTH NO. 4 COURSE AGGREGATE (DRAIN ROCK) WSDOT 9-03.1(3)C OR AS APPROVED

NOTES: 1) WHERE EXISTING SOILS MEET THE MINERAL AGGREGATE GRADATION REQUIREMENTS, THOSE SOILS MAY BE AMENDED RATHER THAN IMPORTING MINERAL AGGREGATE. 2) COMPOST SHALL MEET THE DEFINITION OF "COMPOSTED MATERIALS" IN WAC 173-350-220 AND PRODUCED BY A COMPOSTING FACILITY PERMITTED BY THE WA DEPT OF ECOLOGY. 3) COMPOST PRODUCT MUST ORIGINATE A MINIMUM OF 65% BY VOLUME FROM RECYCLED PLANT WASTE DEFINED AS SOURCE-SEPARATED YARD AND GARDEN WASTES, WOOD WASTES, AGRICULTURAL CROP RESIDUES, WAX-COATED CARDBOARD, PRECONSUMER VEGETATIVE FOOD WASTES, OTHER SIMILAR SOURCE-SEPARATED MATERIALS THAT THE JURISDICTIONAL HEALTH DEPARTMENT DETERMINES TO HAVE A COMPARABLE LOW LEVEL OF RISK IN HAZARDOUS SUBSTANCES, HUMAN PATHOGENS, AND PHYSICAL CONTAMINANTS. 4) A MAXIMUM OF 35% BY VOLUME OF OTHER APPROVED ORGANIC WASTE DEFINED AS MEAT AND POSTCONSUMER SOURCE-SEPARATED FOOD WASTES OR OTHER SIMILAR SOURCE-SEPARATED MATERIALS THAT THE JURISDICTIONAL HEALTH DEPARTMENT DETERMINES TO HAVE A COMPARABLE LOW LEVEL OF RISK IN HAZARDOUS SUBSTANCES AND PHYSICAL CONTAMINANTS, BUT ARE LIKELY TO HAVE HIGH LEVELS OF HUMAN PATHOGENS, INCLUDING POSTCONSUMER FOOD WASTE, BUT NOT INCLUDING BIOSOLIDS, MAY BE SUBSTITUTED FOR RECYCLED PLAN WASTE. MANURE AND BEDDING FROM HERBIVOROUS ANIMALS THAT THE JURISDICTIONAL HEALTH DEPARTMENT DETERMINES TO HAVE A COMPARABLE LOW LEVEL OF RISK IN HAZARDOUS SUBSTANCES AND PHYSICAL CONTAMINANTS WHEN COMPARED TO A TYPE 1 FEEDSTOCK AND MIXED MUNICIPAL SOLID WASTES, POSTCOLLECTION SEPARATED OR PROCESSED SOLID WASTES, INDUSTRIAL SOLID WASTES, INDUSTRIAL BIOLOGICAL TREATMENT SLUDGES, OR OTHER SIMILAR COMPOSTABLE MATERIALS THAT THE JURISDICTIONAL HEALTH DEPARTMENT DETERMINES TO HAVE A COMPARABLE HIGH LEVEL OF RISK IN HAZARDOUS SUBSTANCES, HUMAN PATHOGENS AND PHYSICAL CONTAMINANTS SHALL NOT BE USED. 4) COMPOST SHALL HAVE A MOISTURE CONTENT RANGE SUCH THAT THERE IS NO VISIBLE FREE WATER OR DUST PRODUCED WHEN HANDLING THE MATERIAL. 5) COMPOST SHALL BE TESTED IN ACCORDANCE WITH THE U.S. COMPOSTING COUNCIL "TESTING METHODS FOR THE EXAMINATION OF COMPOST AND COMPOSTING (TMECC) AS ESTABLISHED IN THE COMPOSTING COUNCIL'S "SEAL OF TESTING ASSURANCE" (STA) PROGRAM.

DESCRIPTION

2 1

ISSUE

2

MINERAL AGGREGATE COMPONENT OF BIORETENTION SOIL MEDIA SIEVE SIZE PERCENT PASSING 3/8" 100 #4 95-100 #10 75-90 #40 25-40 #100 4-10 #200 2-5

1

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1

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2" REVEAL 3

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2" REVEAL 3

8" MIN DEPTH

"FINE COMPOST" (100% PASSING 1" SIEVE) (TMEC02.02-B)