gger, p.e. date urban growth area - lacey, washington · 2020. 4. 23. · mayor: andy ryder andy...

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AutoCAD SHX TextCITY OF LACEY, WASHINGTON

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AutoCAD SHX TextLacey Dwg. Number :

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AutoCAD SHX TextLACEY CITY LIMITS

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AutoCAD SHX TextLACEY CONTRACT # PW 2020-14 SECTION 01, T18N, R1W, W.M. SECTION 06, T18N, R1E, W.M. SECTION 06, T18N, R1E, W.M. SECTION 12, T18N, R1W, W.M. SECTION 25, T19N, R1W, W.M. SECTION 25, T19N, R1W, W.M. SECTION 30, T19N, R1E, W.M. SECTION 31, T19N, R1E, W.M. SECTION 31, T19N, R1E, W.M. SECTION 36, T19N, R1W, W.M.

AutoCAD SHX TextMAYOR: Andy Ryder Andy Ryder DEPUTY MAYOR: Cynthia Pratt Cynthia Pratt CITY COUNCIL: Lenny Greenstein Lenny Greenstein Michael Steadman Carolyn Cox Ed Kunkel Malcolm Miller CITY MANAGER: Scott H. Spence Scott H. Spence CITY ATTORNEY: David S. Schneider David S. Schneider CITY ENGINEER: Roger Schoessel, P.E. Roger Schoessel, P.E. DIRECTOR OF PUBLIC WORKS: Scott Egger, P.E. Scott Egger, P.E. DATE

AutoCAD SHX TextURBAN GROWTH AREA

BASIS OF BEARING

BENCHMARK

VERTICALNGVD

29

AutoCAD SHX TextCONSTRUCTION NOTES: 1. CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 OR 811. CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 OR 811. 2. THE CONTRACTOR SHALL FIELD VERIFY UTILITY LOCATIONS THE CONTRACTOR SHALL FIELD VERIFY UTILITY LOCATIONS PRIOR TO CONSTRUCTION. 3. THE CONTRACTOR SHALL NOT REMOVE ANY TREES UNLESS THE CONTRACTOR SHALL NOT REMOVE ANY TREES UNLESS INDICATED ON PLANS OR DIRECTED BY ENGINEER. 4. THE CONTRACTOR SHALL MATCH OVERLAY TO EXISTING THE CONTRACTOR SHALL MATCH OVERLAY TO EXISTING PAVEMENT AND DRIVEWAYS AS DIRECTED BY THE ENGINEER. 5. GRINDING LIMITS AND PAVEMENT REPAIR LIMITS SHALL BE GRINDING LIMITS AND PAVEMENT REPAIR LIMITS SHALL BE IDENTIFIED BY THE ENGINEER IN THE FIELD AND MAY VARY FROM THOSE SHOWN ON THE PLANS. 6. THE CONTRACTOR SHALL RESTORE ALL LANDSCAPING TO THE CONTRACTOR SHALL RESTORE ALL LANDSCAPING TO EQUAL OR BETTER THAN ORIGINAL CONDITIONS AS DIRECTED BY THE ENGINEER. 7. THE CONTRACTOR SHALL PROTECT ALL EXISTING SURVEY THE CONTRACTOR SHALL PROTECT ALL EXISTING SURVEY MONUMENTS AND PROPERTY CORNERS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH RESTORING MONUMENTS OR PROPERTY CORNERS OUTSIDE OF THE CONSTRUCTION LIMITS.

AutoCAD SHX TextABBREVIATIONS:

AutoCAD SHX TextCONSTRUCTION HATCH TYPES:

AutoCAD SHX TextΔ DEFLECTION ANGLE DEFLECTION ANGLE EP EDGE OF PAVEMENT EDGE OF PAVEMENT RT RIGHT RIGHT LT LEFT LEFT I.E. INVERT ELEVATION INVERT ELEVATION P.C. POINT OF CURVATURE POINT OF CURVATURE P.I. POINT OF INTERSECTION POINT OF INTERSECTION P.T. POINT OF TANGENCY POINT OF TANGENCY R. RADIUS RADIUS R.P. RADIUS POINT RADIUS POINT R/W RIGHT-OF-WAY RIGHT-OF-WAY ROW RIGHT-OF-WAY RIGHT-OF-WAY EX. EXISTING EXISTING EXIST. EXISTING EXISTING STA STATION STATION S/W SIDEWALK SIDEWALK C.S.B.C. CRUSHED SURFACING BASE COURSE CRUSHED SURFACING BASE COURSE C.S.T.C. CRUSHED SURFACING TOP COURSE CRUSHED SURFACING TOP COURSE CL, CENTERLINE CENTERLINE CB CATCH BASIN CATCH BASIN N/A NOT APPLICABLE NOT APPLICABLE A/C ASPHALT CONCRETE ASPHALT CONCRETE ACP ASPHALT CONCRETE PAVEMENT ASPHALT CONCRETE PAVEMENT D.I. DUCTILE IRON DUCTILE IRON SD STORM DRAIN STORM DRAIN SS SANITARY SEWER SANITARY SEWER RPBA REDUCED PRESSURE BACKFLOW REDUCED PRESSURE BACKFLOW ASSEMBLY DIA, DIAMETER A.P. ANGLE POINT ANGLE POINT V.P.I. VERTICAL POINT OF INTERSECTION VERTICAL POINT OF INTERSECTION V.P.C. VERTICAL POINT OF CURVATURE VERTICAL POINT OF CURVATURE V.P.T. VERTICAL POINT OF TANGENCY VERTICAL POINT OF TANGENCY EL. ELEVATION ELEVATION S.Y. SQUARE YARD SQUARE YARD C.Y. CUBIC YARD CUBIC YARD TYP. TYPICAL TYPICAL LUM. LUMINAIRE LUMINAIRE L.F. LINEAR FEET LINEAR FEET RD. ROAD ROAD DR. DRIVE DRIVE PKWY. PARKWAY PARKWAY CONST. CONSTRUCTION CONSTRUCTION FT. FOOT FOOT D/W DRIVEWAY DRIVEWAY APPROX. APPROXIMATELY APPROXIMATELY U.O.N. UNLESS OTHERWISE NOTEDUNLESS OTHERWISE NOTED

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AutoCAD SHX TextCONSTRUCTION BASELINE EASEMENT ROAD CENTERLINE BARB WIRE FENCE CHAIN LINK FENCE CONCRETE FENCE ROCK FENCE WIRE FENCE WOOD FENCE GRAVEL TOE OF SLOPE TOP OF SLOPE DITCH STORM (PAINTED) SEWER (PAINTED) NEW SEWER RIGHT OF WAY OVERHEAD CABLE UNDERGROUND CABLE (PAINTED) GAS (PAINTED) OVERHEAD PHONE OVERHEAD FIBER OPTIC UNDERGROUND PHONE (PAINTED) UNDERGROUND FIBER OPTIC (PAINTED) OVERHEAD ELECTRIC UNDERGROUND ELECTRIC (PAINTED) WATER (PAINTED) NEW WATER RECLAIMED WATER (PAINTED) ABANDON EXISTING UTILITY (SEE PLAN)

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AutoCAD SHX TextSURVEY MONUMENT CATCH BASIN TYPE 1 STORM MANHOLE & CB TYPE 2 FIRE HYDRANT AIR & VACUUM RELEASE VALVE WATER METER WATER VALVE REDUCER SPRINKLER HEAD SEWER MANHOLE SANITARY SEWER CLEAN OUT GAS VALVE SIGN POLE ANCHOR POWER TRANSFORMER POWER POLE POWER VAULT TRAFFIC LOOP TRAFFIC SIGNAL STANDARD TRAFFIC SIGNAL CONTROLLER STREET LIGHT JUNCTION BOX ELECTRICAL SERVICE CABLE TV PEDESTAL TELEPHONE MANHOLE TELEPHONE PEDESTAL TREE GRATE CONIFER TREE DECIDUOUS TREE COMMERCIAL SIGN

AutoCAD SHX TextMERIDIAN IS WASHINGTON COORDINATE SYSTEM OF 1983/91 - SOUTH ZONE DERIVED FROM TIES TO HPGN STATIONS SANDERSON, MCKENNA AND CBL1110 AND TO WSDOT GPS STATIONS G259R, GP34005-2, GP34005-4, GP34101-32, GP34101-39, HC34-2, LUHR RM2, TS34-33, TS34-59 AND TO THURSTON COUNTY GPS STATIONS U-531, AT-194, AT-352, AT-355, AT-447, AT449 AND AT-478. DISTANCES SHOWN ARE GROUND SCALE U.S. SURVEY FEET. COMBINED SCALE FACTOR (GROUND TO GRID) IS 0.999935701. SURVEY AF# 3111152 DATED 09-24-1997.

AutoCAD SHX TextCITY OF LACEY BM#1500 CITY OF LACEY 3" SURFACE MONUMENT AT CL 31ST AVE NE AT W R-O-W MERIDIAN RD NE ELEV.=228.435

AutoCAD SHX TextTHE CITY OF LACEY BENCHMARKS ARE BASED ON NGVD DATUM FROM PRIMARY CONTROL ESTABLISHED BY FEDERAL AND STATE AGENCIES TO FIRST OR SECOND ORDER ACCURACY. THE CITY OF LACEY'S BENCHMARKS ARE GENERALLY TO THIRD ORDER ACCURACY.

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AutoCAD SHX Text420 COLLEGE STREET SE

AutoCAD SHX TextLACEY, WA 98503-1238 (360) 491-5600

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AutoCAD SHX TextROADWAY SECTION C (ORION RD.) STA 7+51 to STA 13+88

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AutoCAD SHX TextROADWAY SECTION D (MERIDIAN RD) STA 21+75 to STA 34+55







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AutoCAD SHX TextTYPICAL CROSS-SECTION NOTES: 1. CONTRACTOR SHALL USE ROADWAY CONTRACTOR SHALL USE ROADWAY PULVERIZATION MATERIAL, IF SUITABLE, PRIOR TO USING CSTC. ALL IMPORTED MATERIAL FOR USE IN AREAS OF ROAD WIDENING SHALL BE APPROVED BY THE ENGINEER PRIOR TO HAULING AND PLACING ON-SITE.

AutoCAD SHX Text4" FIBER REINFORCED HMA CL. IN. PG 58H-22 12 IN. PG 58H-22 1" CSTC (COMPACTED TO 95%) LEAVE PULVERIZED HMA MATERIAL IN PLACE AS DIRECTED BY ENGINEER (COMPACTED TO 95%)

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AutoCAD SHX Text2020 OVERLAY ROADWAY PLANS MERIDIAN & ORION

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AutoCAD SHX TextNOTES: 1. CONTRACTOR SHALL REPLACE ALL EXISTING STRIPING AS DIRECTED BY THE CONTRACTOR SHALL REPLACE ALL EXISTING STRIPING AS DIRECTED BY THE ENGINEER 2. WHERE NEW CHANNELIZATION IS BEING INSTALLED ON EXISTING PAVEMENT WHERE NEW CHANNELIZATION IS BEING INSTALLED ON EXISTING PAVEMENT CONTRACTOR SHALL PREPARE EXISTING ROADWAY SURFACE PRIOR TO INSTALLATION AS DIRECTED BY THE ENGINEER. 3. CONTRACTOR SHALL REMOVE EXISTING STRIPING OUTSIDE THE PAVING LIMITS CONTRACTOR SHALL REMOVE EXISTING STRIPING OUTSIDE THE PAVING LIMITS AS DIRECTED BY THE ENGINEER. ANY EXISTING THERMOPLASTIC LINES IN CONFLICT WITH THE PROPOSED CHANELIZATION SHALL BE REMOVED PRIOR TO PLACING NEW CROSSWALK LINES AND/OR STOP BARS.

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AutoCAD SHX TextMERIDIAN RD NE STA. 65+00 - SEE R4

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AutoCAD SHX TextSEC. 31, T19N, R1E, W.M. SEC. 36, T19N, R1W, W.M.36, T19N, R1W, W.M.




AutoCAD SHX Text39TH LP LN NE

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AutoCAD SHX TextSEC. 30, T19N, R1E, W.M. SEC. 31, T19N, R1E, W.M. 31, T19N, R1E, W.M. SEC. 25, T19N, R1W, W.M. 25, T19N, R1W, W.M. SEC. 36, T19N, R1W, W.M.36, T19N, R1W, W.M.

AutoCAD SHX TextMERIDIAN RD NE STA. 65+00 - SEE R3





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31Map # Main Street Type Location Description

1 Pacific Ave (Westbound) (1) Manhole Outside lane near carwash

2 Pacific Ave (Westbound) (1) Manhole Outside lane near Carl's Jr

3 Lacey Blvd (Westbound) (1) Manhole Middle lane @ Lacey Blvd Apts

4 Lacey Blvd (Westbound) (3) Manhole Middle lane between Ruddell and Franz

5 Mullen Rd (Westbound) (3) Valves East city limits

6 Sleater Kinney (Northbound) (1) Manhole North entrance to Panorama City main building

7 Sleater Kinney (Northbound) (3) Valves @ 14th Ave

8 Sleater Kinney (Northbound) (1) Valve Metro/Kluh Jeweler entrance/exit

9 Sleater Kinney (Northbound) (1) Manhole Outside lane across from Umpqua Bank

10 Sleater-Kinney (Southbound) (1) Valve @ Northwest Ln

11 College St SE (Northbound) (2) Manholes Inside lane north of Mont Claire

12 College St SE (Northbound) (1) Manhole Inside lane @ 28th Ave

13 College St SE (Northbound) (1) Manhole Inside lane @ Woodland Sq. Loop

14 College St SE (Northbound) (1) Manhole Inside lane south of 6th Ave

15 College St NE (Southbound) (1) Manhole Inside lane north of gas station before Martin Way

16 College St SE (Northbound) (1) Manhole Inside lane @ Burger King

17 College St SE (Northbound) (1) Manhole Inside lane south of I-5 overpass

18 College St SE (Northbound) (1) Manhole Inside lane @ Columbia Bank

19 College St SE (Northbound) (2) Valves Outside lane @ 7th Ave

20 College St SE (Northbound) (1) Manhole Inside lane north of Lacey Blvd

21 College St SE (Northbound) (1) Manhole Outside lane @ 13th Ave

22 College St SE (Northbound) (1) Manhole Inside lane @ 14th Ave

23 College St SE (Northbound) (1) Manhole Inside lane @ 30th Ct

24 6th Ave NE (7) Manhole Repair all manholes

25 Ruddell Rd (Northbound) (1) Valve Outside lane @ Timber Townhomes south of 45th Ave

26 Ruddell Rd (Northbound) (1) Manhole Outside lane south of 32nd

27 Ruddell Rd (Northbound) (3) Valves South of 25th Ave

28 Carpenter Rd SE (Southbound) (4) Valves Near Long Lake Park

29 Martin Way (Westbound) (1) Manhole Outside lane west of Fish Farm Hle

30 Martin Way (Westbound) (1) Manhole Outside lane west of overpass Hle

31 Martin Way (Westbound) (1) Manhole Outside lane east of College St intersection

Sheet Total MH: (32)

Sheet Total Valves: (18)

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Map # Main Street Type Location Description

32 Galaxy Dr (Southbound) (3) Manholes @ 14th Ave

33 Galaxy Dr (Southbound) (1) Valve Middle lane @ Popeye's

34 41st Ave NE (Eastbound) (1) Manhole 200 ft. east of Vashon

35 42nd Ave NE (Eastbound) (1) Valve 200-300ft west of Vashon

36 Hawks Prairie Rd (Westbound) (3) Valves @ Hepburn

37 Hogum Bay Rd (2) Valves inside lane before luminaire #K8501

38 Marvin Rd (Southbound) (2) Valves In right turn lane between Chipotle/gas station

39 Martin Way (Eastbound) (3) Manholes @ River Ridge Dr SE

Sheet Total MH: (7)

Sheet Total Valves: (9)

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AutoCAD SHX TextAPPROX. 195' X 11' 238 SY



AutoCAD SHX TextAREA OF PLANING W/ 2" FIBER REINFORCED HMA CL IN PG 58H-2212 IN PG 58H-22

AutoCAD SHX TextNOTES: 1. CONTRACTOR SHALL REPLACE ALL EXISTING STRIPING AS DIRECTED BY THE CONTRACTOR SHALL REPLACE ALL EXISTING STRIPING AS DIRECTED BY THE ENGINEER 2. WHERE NEW CHANNELIZATION IS BEING INSTALLED ON EXISTING PAVEMENT WHERE NEW CHANNELIZATION IS BEING INSTALLED ON EXISTING PAVEMENT CONTRACTOR SHALL PREPARE EXISTING ROADWAY SURFACE PRIOR TO INSTALLATION AS DIRECTED BY THE ENGINEER. 3. CONTRACTOR SHALL REMOVE EXISTING STRIPING OUTSIDE THE PAVING LIMITS CONTRACTOR SHALL REMOVE EXISTING STRIPING OUTSIDE THE PAVING LIMITS AS DIRECTED BY THE ENGINEER. ANY EXISTING THERMOPLASTIC LINES IN CONFLICT WITH THE PROPOSED CHANELIZATION SHALL BE REMOVED PRIOR TO PLACING NEW CROSSWALK LINES AND/OR STOP BARS.

AutoCAD SHX TextAPPROX. 195 LF PLASTIC EDGE LINE



AutoCAD SHX TextAPPROX. 400 LF LANE STRIPE

AutoCAD SHX TextCLEAN SAND, WELL TAMPED

AutoCAD SHX TextPRIOR TO INSTALLATION

AutoCAD SHX TextFLARE BOTTOM 3" OF PIPE

AutoCAD SHX TextCITY OF LACEY DETAIL 4-23A

AutoCAD SHX TextALUMINUM PIPE MONUMENT

AutoCAD SHX Text5"

AutoCAD SHX TextASPHALT

AutoCAD SHX TextNOTES:

AutoCAD SHX Text1. MONUMENT POSITION SHALL BE MONUMENT POSITION SHALL BE SET BY A PROFESSIONAL LAND SURVEYOR LICENSED BY THE STATE OF WASHINGTON WHOSE CERTIFICATE NUMBER SHALL BE STAMPED ON THE CAP. 2. SET BASE OF MONUMENT IN 18" SET BASE OF MONUMENT IN 18" OF CONCRETE, FILL REMAINING SPACE WITH TAMPED SAND TO BASE OF CASE FRAME. 3. BRASS DISCS AND PIPE BRASS DISCS AND PIPE MONUMENTS TO BE SUPPLIED BY THE CITY.

AutoCAD SHX TextCLEAN SAND, WELL TAMPED

AutoCAD SHX TextPRIOR TO INSTALLATION

AutoCAD SHX TextFLARE BOTTOM 3" OF PIPE

AutoCAD SHX TextCITY OF LACEY DETAIL 4-23A

AutoCAD SHX TextALUMINUM PIPE MONUMENT

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AutoCAD SHX TextMONUMENT CASE FRAME

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AutoCAD SHX Text1. MONUMENT POSITION SHALL BE MONUMENT POSITION SHALL BE SET BY A PROFESSIONAL LAND SURVEYOR LICENSED BY THE STATE OF WASHINGTON WHOSE CERTIFICATE NUMBER SHALL BE STAMPED ON THE CAP. 2. SET BASE OF MONUMENT IN 18" SET BASE OF MONUMENT IN 18" OF CONCRETE, FILL REMAINING SPACE WITH TAMPED SAND TO BASE OF CASE FRAME. 3. BRASS DISCS AND PIPE BRASS DISCS AND PIPE MONUMENTS TO BE SUPPLIED BY THE CITY.

AutoCAD SHX TextCOMMERCIAL CONCRETE


AutoCAD SHX TextCRUSHED STONE

AutoCAD SHX TextBALLAST

AutoCAD SHX TextSTRUCTURAL SECTION

AutoCAD SHX TextREBAR OR OTHER

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AutoCAD SHX TextDRILLED TO A

AutoCAD SHX TextPOINT SHALL BE

AutoCAD SHX TextMINIMUM.

AutoCAD SHX TextDEPTH OF 3/16"

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AutoCAD SHX TextGENERAL NOTES: 1. THIS MONUMENT TO BE USED PRIMARILY ON BITUMINOUS OR ASPHALT CONCRETE PAVEMENT FOR USE PRIMARILY IN SUBDIVISIONS AND MINOR ARTERIALS. 2. CONCRETE BASE SHALL BE 8" IN DIAMETER AND CORE DRILLED. CONCRETE BASE NEED NOT BE FORMED. 3. CAP SHALL BE BRASS, ALUMINUM OR OTHER NON-FERROUS METAL, MINIMUM 2-1/2" DIAMETER 4. CONCRETE TO BE PLACED ON A FIRM AND UNYIELDING FOUNDATION. 5. MONUMENT POSITION SHALL BE SET BY A PROFESSIONAL LAND SURVEYOR LICENSED BY THE STATE OF WASHINGTON WHOSE CERTIFICATE NUMBER SHALL BE STAMPED ON CAP. 6. SUFFICIENT FERROUS METAL SHALL BE PLACED IN CONCRETE TO ALLOW DETECTION BY A METAL DETECTOR. 7. BRASS DISCS TO BE SUPPLIED BY CITY.

AutoCAD SHX Text{

AutoCAD SHX TextMIN.3" HMA PATCH3" HMA PATCH

AutoCAD SHX TextGENERAL NOTES: 1. ON MANHOLES OUTSIDE OF THE ASPHALT ON MANHOLES OUTSIDE OF THE ASPHALT ADD REINFORCING STEEL AS SHOWN ABOVE, DEFORMED BAR TO MEET ASTM A615 GRADE 60 FY=60,000 P.S.I. 2. ALL WATER MANHOLE LIDS SHALL BE EAST ALL WATER MANHOLE LIDS SHALL BE EAST JORDAN IRON WORKS OR OLYMPIC FOUNDARY WSDOT STYLE #MH-41 CITY OF LACEY LOGO LIDS. 3. ALL LIDS SHALL BE DUCTILE IRON AND ALL LIDS SHALL BE DUCTILE IRON AND MANUFACTURED IN THE USA.

AutoCAD SHX Text8" COMMERCIAL CONCRETE

AutoCAD SHX Text18"

AutoCAD SHX TextMIN. ONE ADJUSTMENT RING

AutoCAD SHX TextEXISTING ROADWAY

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AutoCAD SHX TextMIN. 0.25' HMA PATCH

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AutoCAD SHX Text0.67' COMMERCIAL CONCRETE

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AutoCAD SHX TextMONUMENT WITH CASE AND COVER N.T.S.

AutoCAD SHX TextPIPE MONUMENT N.T.S.

AutoCAD SHX TextIRON ADJUSTMENTS AND MANHOLE LOGO LIDS N.T.S.

AutoCAD SHX TextRAISE MANHOLE TO GRADE

AutoCAD SHX TextIN ASPHALT

AutoCAD SHX TextRAISE VALVE BOX TO GRADE

AutoCAD SHX TextEXISTING ROADWAY

AutoCAD SHX TextNEW HMA

AutoCAD SHX TextNEW ROADWAY

AutoCAD SHX TextEXISTING ASPHALT CONCRETE PAVEMENT TO BE PLANED

AutoCAD SHX TextMATCH EXIST. PAVEMENT

AutoCAD SHX TextEXAMPLE: FOR 2" OVERLAY = 40'

AutoCAD SHX TextBUTT JOINT @ EXISTING PAVEMENT N.T.S.

AutoCAD SHX TextEXISTING GRAVEL DRIVEWAY.

AutoCAD SHX Text18" WIDE CRUSHED SURFACING OR TOPSOIL TRANSITION TO SHOULDER. CONTRACTOR SHALL MATCH EXISTING SHOULDER MATERIAL (TYPICAL ALL SHOULDERS).

AutoCAD SHX TextTHE DRIVEWAY APPROACH SHALL EXTEND 6' FROM THE EDGE OF ROADWAY. CONTRACTOR SHALL MATCH EXISTING DRIVEWAY WIDTH AND PROVIDE A SMOOTH TRANSITION FROM THE APPROACH TO THE EXISTING DRIVEWAY.

AutoCAD SHX Text2" THICK COMMERCIAL HMA

AutoCAD SHX Text3' RADIUS

AutoCAD SHX TextEXISTING DRIVEWAY (ASPHALT OR CONCRETE)

AutoCAD SHX Text18" WIDE CRUSHED SURFACING OR TOPSOIL TRANSITION TO SHOULDER. CONTRACTOR SHALL MATCH EXISTING SHOULDER MATERIAL (TYPICAL ALL SHOULDERS).

AutoCAD SHX Text3' RADIUS

AutoCAD SHX Text18" WIDE DRIVEWAY APRON (TYP). CONTRACTOR SHALL SAWCUT TO MATCH EXISTING DRIVEWAY WIDTH AND PROVIDE A SMOOTH TRANSITION FROM THE APRON TO THE EXISTING DRIVEWAY.

AutoCAD SHX TextNOTE: THE CONTRACTOR SHALL PREPARE DRIVEWAY TRANSITIONS FOR HMA PRIOR TO PLACEMENT. * DRIVEWAY APRONS WILL NOT BE NOT BE BE REQUIRED IN AREAS WHERE WEDGE CURB PREVIOUSLY EXISTS, AND IS TO REMAIN IN PLACE.

AutoCAD SHX TextDRIVEWAY APPROACH & SHOULDER DETAIL FOR GRAVEL DRIVEWAYS N.T.S.

AutoCAD SHX TextDRIVEWAY APRON & SHOULDER DETAIL FOR PAVED DRIVEWAYS N.T.S.

AutoCAD SHX TextSTREET RECONSTRUCTION/ OVERLAY W/ FIBER REINFORCED HMA 1/2" PG 58H-22

AutoCAD SHX TextNOTE: THE CONTRACTOR SHALL PREPARE DRIVEWAY TRANSITIONS FOR HMA PRIOR TO PLACEMENT. * DRIVEWAY APRONS WILL NOT BE NOT BE BE REQUIRED IN AREAS WHERE WEDGE CURB PREVIOUSLY EXISTS, AND IS TO REMAIN IN PLACE.

AutoCAD SHX TextSTREET RECONSTRUCTION/ OVERLAY W/ FIBER REINFORCED HMA 1/2" PG 58H-22

LANEENDS

LANEAHEAD

BIKE LANE

BIKE LANE

AutoCAD SHX TextJK




AutoCAD SHX Text12

AutoCAD SHX Text12

AutoCAD SHX Text2020 OVERLAY CONSTRUCTION DETAILS 2

AutoCAD SHX TextCHANNELIZATION DETAILS

AutoCAD SHX TextR

AutoCAD SHX TextE

AutoCAD SHX TextE

AutoCAD SHX TextN

AutoCAD SHX TextI

AutoCAD SHX TextG

AutoCAD SHX TextN

AutoCAD SHX TextE

AutoCAD SHX TextL

AutoCAD SHX TextA

AutoCAD SHX TextN

AutoCAD SHX TextO

AutoCAD SHX TextI

AutoCAD SHX TextS

AutoCAD SHX TextS

AutoCAD SHX TextE

AutoCAD SHX TextF

AutoCAD SHX TextO

AutoCAD SHX TextR

AutoCAD SHX TextP

AutoCAD SHX TextN

AutoCAD SHX TextO

AutoCAD SHX TextT

AutoCAD SHX TextG

AutoCAD SHX TextN

AutoCAD SHX TextI

AutoCAD SHX TextH

AutoCAD SHX TextS

AutoCAD SHX TextA

AutoCAD SHX TextW

AutoCAD SHX TextF

AutoCAD SHX TextO

AutoCAD SHX TextE

AutoCAD SHX TextT

AutoCAD SHX TextA

AutoCAD SHX TextT

AutoCAD SHX TextS

AutoCAD SHX TextD

AutoCAD SHX TextE

AutoCAD SHX TextR

AutoCAD SHX TextE

AutoCAD SHX TextT

AutoCAD SHX TextS

AutoCAD SHX TextI

AutoCAD SHX TextG

AutoCAD SHX TextE

AutoCAD SHX TextR



AutoCAD SHX Text420 COLLEGE STREET S.E.



AutoCAD SHX TextOF









AutoCAD SHX TextNO.






AutoCAD SHX TextD2

AutoCAD SHX TextN/A

AutoCAD SHX TextN/A

AutoCAD SHX TextEDGE OF CONCRETE GUTTER

AutoCAD SHX TextINSTALL CROSSWALK LINES PARALLEL TO THE ROADWAY

AutoCAD SHX TextEDGE OF TRAVELED WAY

AutoCAD SHX TextEDGE OF GUTTER PAN (TYP)

AutoCAD SHX TextCROSSWALK LINE

AutoCAD SHX TextLANE


AutoCAD SHX Text5' MAX (TYP)

AutoCAD SHX TextSTOP LINE

AutoCAD SHX Text4' MIN

AutoCAD SHX Text8'


AutoCAD SHX Text1'


AutoCAD SHX Text1'

AutoCAD SHX Text1'


AutoCAD SHX TextUSE HALF BAR WHEN THE DISTANCE FROM THE FACE OF CURB EXTENSION TO THE FIRST FULL BAR IS GREATER THAN 5' BUT LESS THAN 10'

AutoCAD SHX TextHALF BAR

AutoCAD SHX TextCROSSWALK DETAIL

AutoCAD SHX TextLANE MARKERS

AutoCAD SHX TextPAVEMENT MARKING DETAILS

AutoCAD SHX Text4'

AutoCAD SHX Text4'

AutoCAD SHX Text4'

AutoCAD SHX Text20'

AutoCAD SHX Text32'

AutoCAD SHX TextTYPE 2d OR 2e

AutoCAD SHX TextTYPE 1 WHITE OR YELLOW

AutoCAD SHX Text12"

AutoCAD SHX Text4'

AutoCAD SHX Text4'

AutoCAD SHX Text4'

AutoCAD SHX Text4'

AutoCAD SHX Text16'

AutoCAD SHX Text16'

AutoCAD SHX TextTYPE 1 YELLOW

AutoCAD SHX TextTYPE 2d

AutoCAD SHX TextTYPE 2d

AutoCAD SHX TextTYPE 1 YELLOW

AutoCAD SHX Text16'

AutoCAD SHX Text16'

AutoCAD SHX Text4'

AutoCAD SHX Text4'

AutoCAD SHX Text4'

AutoCAD SHX Text4'

AutoCAD SHX Text12"

AutoCAD SHX Text2'

AutoCAD SHX Text4'

AutoCAD SHX Text6'

AutoCAD SHX TextTYPE 2a

AutoCAD SHX TextTYPE 1 WHITE

AutoCAD SHX Text16'

AutoCAD SHX Text16'

AutoCAD SHX Text4'

AutoCAD SHX Text4'

AutoCAD SHX Text4'

AutoCAD SHX Text4'

AutoCAD SHX Text12"

AutoCAD SHX TextSTRIPING DETAIL

AutoCAD SHX Text3'

AutoCAD SHX TextTYPE 1 WHITE OR YELLOW

AutoCAD SHX Text12'

AutoCAD SHX TextTYPE 2d OR 2e

AutoCAD SHX Text12'

AutoCAD SHX Text1'

AutoCAD SHX Text1'

AutoCAD SHX Text1'

AutoCAD SHX TextTYPE 2e BLUE REFLECTIVE HYDRANT MARKER




AutoCAD SHX TextDOUBLE YELLOW CENTER STRIPE

AutoCAD SHX TextTWO-WAY LEFT TURN STRIPE

AutoCAD SHX TextLANE STRIPE

AutoCAD SHX TextCHANNELIZING LINE

AutoCAD SHX TextBIKE LANE SKIP LINE

AutoCAD SHX TextBIKE LANE/WIDE LINE

AutoCAD SHX TextGORE STRIPE

AutoCAD SHX TextDROP LANE STRIPE

AutoCAD SHX TextPARKING/LINE

AutoCAD SHX Text8" PLASTIC



AutoCAD SHX Text6'

AutoCAD SHX Text6'



AutoCAD SHX TextTYPE 2e TWO WAY BLUE REFLECTIVE HYDRANT MARKER INSTALLED 8" ON CENTER FROM THE CENTER OF THE ROADWAY.

AutoCAD SHX TextTYPE 2e REFLECTIVE LANE MARKER, WHITE ONE SIDE ONLY

AutoCAD SHX TextTYPE 2d REFLECTIVE LANE MARKER, YELLOW AND YELLOW

AutoCAD SHX TextTYPE 2a REFLECTIVE LANE MARKER, WHITE AND RED

AutoCAD SHX TextTYPE 1 LANE MARKERS, WHITE OR YELLOW

AutoCAD SHX TextONLY

AutoCAD SHX Text4 INCH GRID



AutoCAD SHX TextWORD STENCILS

AutoCAD SHX TextPOSTED

AutoCAD SHX TextSPEED

AutoCAD SHX Text*

AutoCAD SHX Text25

AutoCAD SHX Text30

AutoCAD SHX Text35

AutoCAD SHX Text40

AutoCAD SHX Text45

AutoCAD SHX Text50

AutoCAD SHX Text5'

AutoCAD SHX Text9'

AutoCAD SHX Text10'

AutoCAD SHX Text7'

AutoCAD SHX Text8'

AutoCAD SHX Text6'

AutoCAD SHX TextTWO-WAY C TURN LANE

AutoCAD SHX TextL

AutoCAD SHX Text*


AutoCAD SHX TextCOMPLETE

AutoCAD SHX Text8'

AutoCAD SHX Text7'

AutoCAD SHX Text12'

AutoCAD SHX TextVARIES

AutoCAD SHX Text22'

AutoCAD SHX Text6"

AutoCAD SHX Text10"

AutoCAD SHX Text10"


AutoCAD SHX TextC

AutoCAD SHX TextL

AutoCAD SHX TextL

AutoCAD SHX TextC


AutoCAD SHX Text1'-6"


AutoCAD SHX Text6"

AutoCAD SHX Text6"


AutoCAD SHX Text1'-9 "12"


AutoCAD SHX TextC

AutoCAD SHX TextL

AutoCAD SHX Text1'-9 "12"

AutoCAD SHX TextYIELD

AutoCAD SHX TextL

AutoCAD SHX TextC



AutoCAD SHX Text6"


AutoCAD SHX Text12'

AutoCAD SHX Text12" GORE LINE

AutoCAD SHX TextEND OF GORE LINE

AutoCAD SHX TextLEFT TURN POCKET FOR SIGNALIZED INTERSECTIONS

AutoCAD SHX Text8' CROSSWALK LINES

AutoCAD SHX Text4' MIN.

AutoCAD SHX Text2' STOP LINE

AutoCAD SHX TextGENERAL NOTES: 1. THE MATERIALS USED FOR ALL STOP LINES, THE MATERIALS USED FOR ALL STOP LINES, CROSSWALKS, ARROWS, PARKING DELINEATION LINES, LETTERS, LEGENDS, AND SYMBOLS SHALL BE PREMARK OR HOT TAPE PREFORMED THERMOPLASTIC 125 MIL THICKNESS. 2. THE PLASTIC MATERIAL USED TO FORM ALL LONG THE PLASTIC MATERIAL USED TO FORM ALL LONG LINE PAVEMENT MARKINGS SHALL BE PAVE-MARK OR NORLINE THERMOPLASTIC, HYDROCARBON FORMULATION 125 MIL THICKNESS MARKING MATERIAL. 3. ALL MARKINGS SHALL MEET FEDERAL METRIC ALL MARKINGS SHALL MEET FEDERAL METRIC STANDARDS.

AutoCAD SHX TextTWO-WAY LEFT TURN LINES

AutoCAD SHX TextDOUBLE YELLOW CENTER LINES

AutoCAD SHX TextPAVEMENT MARKINGS

AutoCAD SHX TextBICYCLE LANE

AutoCAD SHX TextGENERAL NOTES: 1. THE MATERIALS USED FOR ALL STOP THE MATERIALS USED FOR ALL STOP LINES, CROSSWALKS, ARROWS, PARKING DELINEATION LINES, LETTERS, LEGENDS, AND SYMBOLS SHALL BE PREMARK OR HOT TAPE PREFORMED THERMOPLASTIC 125 MIL THICKNESS. 2. THE PLASTIC MATERIAL USED TO THE PLASTIC MATERIAL USED TO FORM ALL LONG LINE PAVEMENT MARKINGS SHALL BE PAVE-MARK OR NORLINE THERMOPLASTIC. 3. ALL MARKINGS SHALL MEET FEDERAL ALL MARKINGS SHALL MEET FEDERAL METRIC STANDARDS.


AutoCAD SHX Text6"


AutoCAD SHX TextPLASTIC BICYCLE LEGEND



AutoCAD SHX TextBIKE LANE SIGNING

AutoCAD SHX TextAT INTERSECTIONS

AutoCAD SHX TextR3-17

AutoCAD SHX Text4'

AutoCAD SHX Text6'

AutoCAD SHX TextGENERAL NOTES: 1. BIKE LANE SIGNS R3-17 SHALL BE BIKE LANE SIGNS R3-17 SHALL BE PLACED AT FAR SIDE OF THE INTERSECTION. 2. THE SPACING FOR THE R3-17 SIGNS THE SPACING FOR THE R3-17 SIGNS SHALL BE 800 FEET MAXIMUM.

AutoCAD SHX TextNOT LESS THAN 100 FEET

AutoCAD SHX TextR3-16a

AutoCAD SHX TextBSF SYMBOL



AutoCAD SHX TextD/W


AutoCAD SHX Text10'


AutoCAD SHX TextLEFT TURN LANE


AutoCAD SHX TextTAPER LENGTH = T X TAPER RATE

AutoCAD SHX TextSEE TABLE 3

AutoCAD SHX Text1

AutoCAD SHX TextTAPER LENGTH = T X TAPER RATE

AutoCAD SHX Text2

AutoCAD SHX TextDOUBLE YELLOW

AutoCAD SHX TextCENTER STRIPE


AutoCAD SHX TextFOR TAPER RATE


AutoCAD SHX TextFOR TAPER RATE

AutoCAD SHX TextDEPARTURE

AutoCAD SHX TextAPPROACH

AutoCAD SHX TextW

AutoCAD SHX Text1

AutoCAD SHX TextW

AutoCAD SHX Text2

AutoCAD SHX TextR=150'

AutoCAD SHX TextW

AutoCAD SHX TextT

AutoCAD SHX TextW

AutoCAD SHX Text1

AutoCAD SHX TextW

AutoCAD SHX Text2

AutoCAD SHX TextT

AutoCAD SHX Text2

AutoCAD SHX TextT

AutoCAD SHX Text1

AutoCAD SHX TextC

AutoCAD SHX TextL


AutoCAD SHX Text100' MIN.

AutoCAD SHX TextSTORAGE LENGTH

AutoCAD SHX TextSEE NOTE 3

AutoCAD SHX Text"S"

AutoCAD SHX TextSEE NOTE 1

AutoCAD SHX Text100' MIN. %%P


AutoCAD SHX TextTWO-WAY LEFT TURN LANE


AutoCAD SHX Text1. "S" = 80' FOR POSTED SPEED

AutoCAD SHX Text^

AutoCAD SHX Text30 M.P.H.

AutoCAD SHX Text-

AutoCAD SHX Text"S" = 120' FOR POSTED SPEED

AutoCAD SHX Text35-50 M.P.H.

AutoCAD SHX Text"S" = 170' FOR POSTED SPEED

AutoCAD SHX Text 50 M.P.H.

AutoCAD SHX Text^

AutoCAD SHX Text2. SEE DETAIL 4-28.1 FOR STRIPING SPECIFICATIONS.

AutoCAD SHX Text3. USE DESIGN LENGTH DETERMINED BY THE T.I.A.

AutoCAD SHX TextTABLE 1



AutoCAD SHX TextTAPER

AutoCAD SHX TextRATE

AutoCAD SHX Text55 MPH

AutoCAD SHX Text55:1













AutoCAD SHX TextTABLE 2



AutoCAD SHX TextDECEL.

AutoCAD SHX TextTAPER


AutoCAD SHX Text165'










AutoCAD SHX Text90'


AutoCAD SHX Text75'

AutoCAD SHX TextLENGTH

AutoCAD SHX TextLEFT TURN

AutoCAD SHX TextRADIUS

AutoCAD SHX Text30'

AutoCAD SHX TextEND TWO-WAY LEFT TURN LANE

AutoCAD SHX TextTWO WAY LEFT TURN TERMINATION

AutoCAD SHX TextAT TEE INTERSECTION OR WHERE

AutoCAD SHX TextLEFT TURNS ARE NOT PERMITTED

AutoCAD SHX TextAND TWO WAY LEFT TURN IS NOT

AutoCAD SHX TextCONTINUED BEYOND INTERSECTION.

AutoCAD SHX TextW = APPROACHING THROUGH LANE

AutoCAD SHX TextW = DEPARTING LANE

AutoCAD SHX TextT = WIDTH OF LEFT TURN LANE

AutoCAD SHX TextON APPROACH SIDE OF C

AutoCAD SHX TextL

AutoCAD SHX Text1

AutoCAD SHX Text2

AutoCAD SHX Text1

AutoCAD SHX TextT = WIDTH OF LEFT TURN LANE

AutoCAD SHX TextON DEPARTURE SIDE OF C

AutoCAD SHX Text2

AutoCAD SHX TextL

AutoCAD SHX TextW = TOTAL WIDTH OF CHANNELIZATION

AutoCAD SHX Text(W +W +T +T )

AutoCAD SHX Text1

AutoCAD SHX Text2

AutoCAD SHX Text1

AutoCAD SHX Text2

AutoCAD SHX TextT

AutoCAD SHX Text100' MIN. STORAGE LENGTH SEE NOTE 3

AutoCAD SHX Text50'

AutoCAD SHX TextGORE STRIPE

AutoCAD SHX TextTRAFFIC ARROWS




AutoCAD SHX TextDECEL. TAPER


AutoCAD SHX TextDOUBLE YELLOW CENTER LINES


AutoCAD SHX TextTWO-WAY LEFT TURN LANE


AutoCAD SHX TextTWO-WAY LEFT TURN LINES


AutoCAD SHX TextGORE LINE


AutoCAD SHX TextR=50' (TYP)




AutoCAD SHX Text1'


AutoCAD SHX TextMEDIAN STRIPING

AutoCAD SHX TextSTRIPING FOR

AutoCAD SHX TextEND TREATMENT

AutoCAD SHX TextCEMENT CONCRETE CURB

AutoCAD SHX Text1'

AutoCAD SHX TextDIRECTION OF TRAVEL


AutoCAD SHX TextDIRECTION OF TRAVEL

AutoCAD SHX Text(BOTH SIDES)

AutoCAD SHX Text2'

AutoCAD SHX TextROTATE RPM'S AT 10°DEGREE INCREMENTS FROM CENTERLINE TO FORM THE NOSE AREA AS SHOWN

Sheets and Views1 Cover Sheet2 General Notes, Legends, & Abbreviations3 Cross Sections4 Meridian & Orion5 Meridian 20+00 to 38+006 Meridian 38+00 to 65+007 Meridian 65+00 to 86+008 S & W Region9 N & E Region10 Ruddell Rd11 Construction Details 112 Construction Details 2

gger, p.e. date urban growth area - lacey, washington · 2020. 4. 23. · mayor: andy ryder andy...

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