HomeMy WebLinkAboutP_Road_and_Storm_170621_v1 (Newcastle)SDSDSDSDSS SS SS SS SS
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SSSSSSSSSXXXXXXXXXXXXRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDWDWDWDWDWDRDRDWDWDWDWDSLOPEAREA OF >40% STEEP SLOPE115253674910111213148TRACT C(ACCESS)TRACT E(CRITICAL AREA)TRACT A(LANDSCAPE)TRACT D(ACCESS)ROAD "A"18' PAVEMENT20' MIN. TRACTSD #15TYPE I CBSD #14ATYPE I CBSD #14TYPE I CBSD #8TYPE I CBw/ THROUGH CURB INLETSD #7TYPE II-48 CBw/ THROUGH CURB INLETSD #6TYPE II-54 MHw/ SPILL CONTROLSD #9TYPE I CBSD #9ATYPE I CBSD #10TYPE II-48 CBSD #11TYPE II-48 CBSD #12TYPE I CBSD #13TYPE I CBSD #16TYPE I CBTRACT B(ACCESS)SD #3TYPE II-48 CBw/ SOLID LOCKING LIDSD #4TYPE I-54 MHSD #2ATYPE I CBw/ SOLID LOCKING LIDDETENTION VAULT50' ROW
30' ROW48' ROW
0120802040SCALE: 1" = 40'SE 80TH ST.
SE 80TH STREET
(UNIMPROVED ROW)112TH AVENUE NE(UNIMPROVED ROW)113TH AVENUE SESE 79TH PLACE
10' BUFFER4' LANDSCAPE5' SIDEWALK28' CURB
TO CURB12' WIDEMAINTENANCEACCESSDETENTION VAULT STORM OUTFALLOFF-SITE TO 110th AVE SE10' TRACT 25' ROW DED.20' TRACT28' PAVEMENT
5' SIDEWALK (TYP)R=42'R=50'(ROW)PROJECT BOUNDARY (TYP)18' PAVEMENT
RHODODENDRON RIDGEREV NO.DATEDESCRIPTIONMADE BYCHECKEDKING COUNTYERP PLAN SETPLOTTED:SHEETJOB NO. 14134iCAP RHODY RIDGE, LLCCITY OF NEWCASTLEWASHINGTONSE 1/4, SE 1/4 SECTION 29, TOWNSHIP 24 N, RANGE 5 E, W.M.CITY OF NEWCASTLE, KING COUNTY, WASHINGTONDRAWN:APPROVED:DESIGNED:BPF, SPKJGAPPROVED FOR CONSTRUCTIONDATE:BY:CITY OF NEWCASTLETHESE DRAWINGS ARE APPROVED FOR CONSTRUCTION FOR A PERIOD OF 12MONTHS FROM THE DATE SHOWN HEREON. THE CITY RESERVES THE RIGHTTO MAKE REVISIONS, ADDITIONS, DELETIONS, OR MODIFICATIONS SHOULDCONSTRUCTION BE DELAYED BEYOND THIS TIME LIMITATION. THE CITY, BYAPPROVING THESE DRAWINGS, ASSUMES NO LIABILITY IN REGARDS TOTHEIR ACCURACY OR OMISSIONS.M:\ACAD\PLATS\14\14134\Infrastructure ERP\14134P01.dwg6/8/17 15:13SpasztorSPKnow what'sbelow.before you dig.CallR6/7/17OVERALL ROAD AND STORM DRAINAGE PLANRS-1PROPOSED MAJOR 10' CONTOURPROPOSED MINOR 2' CONTOUR430428ROAD CENTERLINEPROPOSED STORM DRAINPROPOSED ROOF DRAINPROPOSED PAVINGPROPOSED SIDEWALKLEGEND:PROPOSED STORMWATER VAULTPROPOSED ROCKERY WALL10' SLOPESETBACK(TYP.)AREA OF >40%
STEEP SLOPE POTENTIAL FUTUREROADIMPROVEMENTSSD #58'x11' PEAK DIVERSIONSTORMFILTER OFF-SITE IMPROVEMENTSALONG SE 80TH ST, TYP.SEE SHEET D-7.SE 80TH ST
SDSDSDSDSDSDSDSDSDSS SS SS SS
G G G G G G G G G G
OHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSDSS SS SS
SS
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SS SS SS SS SS SS SS SS SS SSSDSDSDSDWWWWWWWWWWWWWWWWWWWW W
W W W W WGGGGGGGGGGGGGGGGGGGG G
G G G GGGGGGGGGGGG WWSDSSSSSSX
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RDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDWDWDWDRDRD50' ROW
48' ROW
AREA OF >40% STEEP SLOPE10' BUFFER12536748TRACT C(ACCESS)TRACT A(LANDSCAPE)TRACT D(ACCESS)4' LANDSCAPEFRONTAGEIMPROVEMENTS5' SIDEWALK28' CURB
TO CURB12' WIDE MAINTENANCEACCESS20' TRACT18' PAVEMENTR=42'R=50' (ROW)PROJECT BOUNDARY (TYP)18' PAVEMENT 10' TRACT
28' PAVEMENT
4' STREETSCAPE (TYP)
5' SIDEWALK (TYP)
25' ROW DED.2642662602562
5
6
25825
8 26227627427227027827227027427627814' CENTERLINETO FACE OF CURBPARTIAL IMPROVEMENT.END FIRST LIFT OF PAVING3' FROM FACE OF CURBPAD ELEV.272.00PAD ELEV.262.00PAD ELEV.273.00PAD ELEV.263.00PAD ELEV.258.00PAD ELEV.256.00PAD ELEV.256.00PAD ELEV.255.00PAD ELEV.256.00PAD ELEV.256.00PAD ELEV.258.00PAD ELEV.260.00280282284286268272276278SD #14A, TYPE I CBSTA. 14+45.00, 13.45' RRIM = 257.53I.E. 6" PVC RD IN (NE) = 254.00I.E. 12" N-12 OUT (W) = 253.50SD #8, TYPE I CBw/ THROUGH CURB INLETSTA. 13+37.00, 13.04' RRIM = 255.55I.E. 12" N-12 IN (S) = 251.30I.E. 6" PVC RD IN (E) = 251.80I.E. 12" N-12 OUT (W) = 251.30SD #7, TYPE II-48 CBw/ THROUGH CURB INLETSTA. 13+37.00, 12.14' LRIM = 255.57I.E. 12" N-12 IN (N) = 249.50I.E. 12" N-12 IN (E) = 249.50I.E. 12" N-12 OUT (SW) = 249.50SD #6, TYPE II-54 MHw/ SPILL CONTROLSTA. 0+30.00, 3.00' LRIM = 256.27I.E. 12" N-12 IN (NE) = 249.00I.E. 12" N-12 OUT (W) = 249.00SD #9, TYPE I CBSTA. 11+83.50, 11.61' RRIM = 264.01I.E. 12" N-12 IN (SE) = 258.70I.E. 12" N-12 IN (SW) = 258.70I.E. 12" N-12 OUT (N) = 258.70SD #9A, TYPE I CBSTA. 11+83.50, 12.64' LRIM = 264.01I.E. 12" N-12 OUT (NE) = 258.82SD #10, TYPE II-48 CBSTA. 11+16.37, 5.42' RRIM = 272.03I.E. 12" N-12 IN (E) = 264.00I.E. 12" N-12 OUT (NW) = 264 SD #11, TYPE II-48 CBSTA. 10+18.91, 8.00' RRIM = 278.25I.E. 12" N-12 IN (N) = 268.23I.E. 12" N-12 OUT (W) = 268.23SD #12, TYPE I CBSTA. 12+03.00, 18.87' LRIM = 273.21I.E. 12" N-12 IN (N) = 269.20I.E. 12" N-12 OUT (S) = 269.20SD #13, TYPE I CBSTA. 14+00.00, 13.17' LRIM = 281.17I.E. 12" N-12 OUT (S) = 277.20SD #16, TYPE I CBSTA. 0+50.92, 5.99' LRIM = 260.17I.E. 12" N-12 OUT (W) = 255.50TRACT B(ACCESS)SD #14, TYPE I CBSTA. 14+45.00, 14.38' LRIM = 257.39I.E. 12" N-12 IN (E) = 253.00I.E. 12" N-12 IN (NW) = 253.00I.E. 12" N-12 OUT (S) = 253.0071 LF 12" @ 0.71%96 LF 12" @ 2
.08%28 LF 12" @ 1.80%107 LF 12" @ 3.27%31 LF 12"@ 1.62%25 LF 12"
@ 7.15%
45 LF 12"@ 2.64%146 LF 12" @ 5.07%24 LF 12"@ 0.50%59 LF 12" @ 8.96%96 LF 12" @ 4.41%195 LF 12" @ 0.50%194 LF 12" @ 4.13%POTENTIALFUTURE ROADIMPROVEMENTSPAD ELEV.270.00PAD ELEV.260.00PAD ELEV.268.00PAD ELEV.259.00PAD ELEV.268.00PAD ELEV.258.00PAD ELEV.259.00PAD ELEV.269.00PAD ELEV.272.00PAD ELEV.262.00I.E. 6"IN = 256.00I.E. 6"IN = 255.00I.E. 6"IN = 256.00I.E. 6"IN = 259.00I.E. 6"IN = 257.00I.E. 6"IN = 259.00I.E. 6"IN = 260.00I.E. 6"IN = 257.00I.E. 6"IN = 256.89060401020SCALE: 1" = 20'SE 80TH ST.SE 80TH STREET
(UNIMPROVED ROW)113TH AVENUE SE(SEE PROFILE SHT. RS-5)SE 79TH PLACE
ROAD "A"(SEE PROFILE SHT. RS-4)REMOVE EXISTING JERSEYBARRIER WALL & ECOLOGYBLOCK WALL AS NECESSARY FORCONSTRUCTION5'20'2' GRAVELSHOULDERRHODODENDRON RIDGEREV NO.DATEDESCRIPTIONMADE BYCHECKEDKING COUNTYERP PLAN SETPLOTTED:SHEETJOB NO. 14134iCAP RHODY RIDGE, LLCCITY OF NEWCASTLEWASHINGTONSE 1/4, SE 1/4 SECTION 29, TOWNSHIP 24 N, RANGE 5 E, W.M.CITY OF NEWCASTLE, KING COUNTY, WASHINGTONDRAWN:APPROVED:DESIGNED:BPF, SPKJGAPPROVED FOR CONSTRUCTIONDATE:BY:CITY OF NEWCASTLETHESE DRAWINGS ARE APPROVED FOR CONSTRUCTION FOR A PERIOD OF 12MONTHS FROM THE DATE SHOWN HEREON. THE CITY RESERVES THE RIGHTTO MAKE REVISIONS, ADDITIONS, DELETIONS, OR MODIFICATIONS SHOULDCONSTRUCTION BE DELAYED BEYOND THIS TIME LIMITATION. THE CITY, BYAPPROVING THESE DRAWINGS, ASSUMES NO LIABILITY IN REGARDS TOTHEIR ACCURACY OR OMISSIONS.M:\ACAD\PLATS\14\14134\Infrastructure ERP\14134P02.dwg6/8/17 15:12SpasztorSPKnow what'sbelow.before you dig.CallR6/7/17PROPOSED MAJOR 10' CONTOURPROPOSED MINOR 2' CONTOUR430428ROAD CENTERLINEPROPOSED STORM DRAINPROPOSED ROOF DRAINPROPOSED PAVINGPROPOSED SIDEWALKLEGEND:ROAD AND STORM PLAN EASTRS-2ROAD SECTION BSEE SHT D-2ROAD SECTION CSEE SHT D-2SEE SHT. RS-3SEE PROFILE SHT. RS-6SEE PROFILESHT. RS-6PERPENDICULAR CURBRAMP, PER DETAIL ONSHT. D-7ROAD SECTION ASEE SHT D-2ROAD SECTION DSEE SHT D-2
OHUOHUOHUOHUSS
SS
SS
SS
SS
SS SS SS
SSSS XXXXXSSSSSSSSSSSSSSSSSSSXXXXXXXXXXXXXXXXXXXXXXXXXRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDWDWDWDWDWDWDWDWDWDWDWDRDRDWDWDRDRDWDWDWDWDWDWDWDWDDETENTION VAULT30' ROWSLOPE10' SLOPESETBACK (TYP.)SE 80TH STREET
(UNIMPROVED ROW)112TH AVENUE NE(UNIMPROVED ROW)AREA OF >40% STEEP SLOPE10' BUFFER
10' BUFFERTRACT C(ACCESS)TRACT E(CRITICAL AREA)639 SFROAD "A"12' WIDE MAINTENANCEACCESS15% MAX SLOPE
20' TRACT18' PAVEMENTR=50' (ROW)PROJECT BOUNDARY (TYP.)2402422602562
5
6
25825
8246
DETENTION VAULT STORM OUTFALLOFF-SITE TO 110th AVE SE254252250SD #15, TYPE I CBSTA. 0+45.50, 6.08' LRIM = 259.41I.E. 12" N-12 IN (E) = 255.00I.E. 6" PVC RD IN (N) = 255.50I.E. 12" N-12 OUT (SE) = 255.00SD #14, TYPE I CBSTA. 14+45.00, 14.38' LRIM = 257.39I.E. 12" N-12 IN (E) = 253.00I.E. 12" N-12 IN (NW) = 253.00I.E. 12" N-12 OUT (S) = 253.00SD #7, TYPE II-48 CBw/ THROUGH CURB INLETSTA. 13+37.00, 12.14' LRIM = 255.57I.E. 12" N-12 IN (N) = 249.50I.E. 12" N-12 IN (E) = 249.50I.E. 12" N-12 OUT (SW) = 249.50SD #6, TYPE II-54 MHw/ SPILL CONTROLSTA. 0+30.00, 3.00' LRIM = 256.27I.E. 12" N-12 IN (NE) = 249.00I.E. 12" N-12 OUT (W) = 249.00(ACCESS)71 LF 12" @ 0.71%96 LF
12
"
@
2
.08%31 LF 12"@ 1.62%45 LF 12"@ 2.64%75 LF 12" @ 22.44%21 LF 12"@ 18.61%77 LF 12" @ 0.50%107 LF 12" @ 3.27%SD #3, TYPE II-48 CBw/ SOLID LOCKING LIDSTA. 6+97.12, 0.00'RIM = 218.94I.E. 12" N-12 IN (N) = 207.62I.E. 6" PVC FD IN (N) = 208.12I.E. 12" N-12 OUT (SW) = 207.62SD #4, TYPE I-54 MHSTA. 1+58.00, 2.10' LRIM = 237.86I.E. 12" N-12 IN (E) = 228.00I.E. 6" PVC RD IN (N) = 228.50I.E. 12" N-12 OUT (W) = 228.0056 LF 12" @ 6.41%SD #2A, TYPE I CBw/ SOLID LOCKING LIDSTA. 6+40.67, 0.00'RIM = 207.43I.E. 12" N-12 IN (NE) = 204.00I.E. 12" HDPE SDR-11 OUT (W) = 204.00PAD ELEV.256.00PAD ELEV.246.00PAD ELEV.256.00PAD ELEV.246.00PAD ELEV.258.00PAD ELEV.260.00PAD ELEV.246.00PAD ELEV.245.00PAD ELEV.255.00PAD ELEV.256.00PAD ELEV.256.00PAD ELEV.246.00PAD ELEV.248.00PAD ELEV.248.00I.E. 6"IN = 233.00I.E. 6"IN = 231.00I.E. 6"IN = 240.00I.E. 6"IN = 238.50I.E. 6"IN = 238.50I.E. 6"IN = 243.00I.E. 6"OUT = 224.00I.E. 6"OUT = 224.00060401020SCALE: 1" = 20'SE 80TH ST.15910111213148TRACT D(ACCESS)RHODODENDRON RIDGEREV NO.DATEDESCRIPTIONMADE BYCHECKEDKING COUNTYERP PLAN SETPLOTTED:SHEETJOB NO. 14134iCAP RHODY RIDGE, LLCCITY OF NEWCASTLEWASHINGTONSE 1/4, SE 1/4 SECTION 29, TOWNSHIP 24 N, RANGE 5 E, W.M.CITY OF NEWCASTLE, KING COUNTY, WASHINGTONDRAWN:APPROVED:DESIGNED:BPF, SPKJGAPPROVED FOR CONSTRUCTIONDATE:BY:CITY OF NEWCASTLETHESE DRAWINGS ARE APPROVED FOR CONSTRUCTION FOR A PERIOD OF 12MONTHS FROM THE DATE SHOWN HEREON. THE CITY RESERVES THE RIGHTTO MAKE REVISIONS, ADDITIONS, DELETIONS, OR MODIFICATIONS SHOULDCONSTRUCTION BE DELAYED BEYOND THIS TIME LIMITATION. THE CITY, BYAPPROVING THESE DRAWINGS, ASSUMES NO LIABILITY IN REGARDS TOTHEIR ACCURACY OR OMISSIONS.M:\ACAD\PLATS\14\14134\Infrastructure ERP\14134P03.dwg6/19/17 18:02SpasztorSPKnow what'sbelow.before you dig.CallR6/7/17ROAD AND STORM PLAN WESTRS-3PROPOSED MAJOR 10' CONTOURPROPOSED MINOR 2' CONTOUR430428ROAD CENTERLINEPROPOSED STORM DRAINPROPOSED ROOF DRAINPROPOSED PAVINGPROPOSED SIDEWALKLEGENDSEE PROFILE SHT. RS-6SEE
S
H
T
.
S
D
-
3
2352402452502552602652702752802859+209+409+609+8010+0010+2010+4010+6010+8011+0011+2011+4011+6011+8012+0012+2012+4012+6012+8013+0013+2013+4013+6013+8014+0014+2014+4014+6014+8015+0015+20280.7
280.2
279.7
279.2
278.8
278.9
278.4
277.0
275.2
273.5
270.7
267.0
265.1
263.9
263.0
262.4
262.1
261.9
261.5
261.0
260.9
261.0261.7260.0260.1260.4259.0248.5
278.82
278.38
277.67
276.66
275.34
273.71
271.78
269.54
267.03
264.63
262.52
260.70
259.17
257.92
256.97
256.30
255.91
255.82256.01256.40256.80257.20257.60258.00258.40258.80
-12
.73%2.00%-2.00%140' VCPVI STA = 10+80.00PVI ELEV = 277.22K=13.04PVC 10+10.00
PVC ELEV 278.62
PVT 11+50.00
PVT ELEV 268.30
AD = -10.73%HIGH POINT STA = 10+10.00HIGH POINT ELEV = 278.62205' VCPVI STA = 12+62.00PVI ELEV = 254.04K=13.91LOW PT ELEV = 255.81LOW PT STA=13+36.67PVC 11+59.50
PVC ELEV 267.09
PVT 13+64.50PVT ELEV 256.09
AD = 14.73%SD #11, TYPE II-48 CB
STA. 10+18.91, 8.00' RT.
RIM = 278.25
I.E. 12" N-12 IN (N) = 268.23
I.E. 12" N-12 OUT (W) = 268.23 96 LF 12" @ 4.41%SD #10, TYPE II-48 CB
STA. 11+16.37, 5.42' RT.
RIM = 272.03
I.E. 12" N-12 IN (E) = 264.00
I.E. 12" N-12 OUT (NW) = 264.0059 LF 12" @ 8.96%SD #9A, TYPE I CB
STA. 11+83.50, 12.64' LT.
RIM = 264.01
I.E. 12" N-12 OUT (NE) = 258.82
SD #9, TYPE I CB
STA. 11+83.50, 11.61' RT.
RIM = 264.01
I.E. 12" N-12 IN (SE) = 258.70
I.E. 12" N-12 IN (SW) = 258.70
I.E. 12" N-12 OUT (N) = 258.70 146 LF 12" @ 5.07%SD #8, TYPE I CBw/ THROUGH CURB INLETSTA. 13+37.00, 13.04' RT.RIM = 255.55I.E. 12" N-12 IN (S) = 251.30
I.E. 6" PVC RD IN (E) = 251.80
I.E. 12" N-12 OUT (W) = 251.30
SD #7, TYPE II-48 CB
w/ THROUGH CURB INLET
STA. 13+37.00, 12.14' LT.
RIM = 255.57
I.E. 12" N-12 IN (N) = 249.50
I.E. 12" N-12 IN (E) = 249.50
I.E. 12" N-12 OUT (SW) = 249.50 107 LF 12" @ 3.27%SD #14, TYPE I CBSTA. 14+45.00, 14.38' LT.RIM = 257.39I.E. 12" N-12 IN (E) = 253.00I.E. 12" N-12 IN (NW) = 253.00I.E. 12" N-12 OUT (S) = 253.00SD #14A, TYPE I CBSTA. 14+45.00, 13.45' RT.RIM = 257.53I.E. 6" PVC RD IN (NE) = 254.00I.E. 12" N-12 OUT (W) = 253.50 96 LF 12" @ 2.08%8" SSPROPOSEDGRADE, TYP.INT. STA. 10+00.00 (ROAD 'A')
= STA. 10+00.00 (113TH AVENUE SE)
ELEV 278.82
INT. STA. 13+14.67 (ROAD 'A')
= STA. 0+00.00 (TRACT 'D')
ELEV 255.99
STA. 15+06.18ELEV = 258.92
235240245250255260265270275280285RS-4ROAD 'A'SCALE: 1" = 20' HOR. 1" = 5' VER.ROAD & STORM PROFILEROAD 'A'RHODODENDRON RIDGEREV NO.DATEDESCRIPTIONMADE BYCHECKEDKING COUNTYERP PLAN SETPLOTTED:SHEETJOB NO. 14134iCAP RHODY RIDGE, LLCCITY OF NEWCASTLEWASHINGTONSE 1/4, SE 1/4 SECTION 29, TOWNSHIP 24 N, RANGE 5 E, W.M.CITY OF NEWCASTLE, KING COUNTY, WASHINGTONDRAWN:APPROVED:DESIGNED:BPF, SPKJGAPPROVED FOR CONSTRUCTIONDATE:BY:CITY OF NEWCASTLETHESE DRAWINGS ARE APPROVED FOR CONSTRUCTION FOR A PERIOD OF 12MONTHS FROM THE DATE SHOWN HEREON. THE CITY RESERVES THE RIGHTTO MAKE REVISIONS, ADDITIONS, DELETIONS, OR MODIFICATIONS SHOULDCONSTRUCTION BE DELAYED BEYOND THIS TIME LIMITATION. THE CITY, BYAPPROVING THESE DRAWINGS, ASSUMES NO LIABILITY IN REGARDS TOTHEIR ACCURACY OR OMISSIONS.M:\ACAD\PLATS\14\14134\Infrastructure ERP\14134P04.dwg6/7/17 17:48SpasztorSPKnow what'sbelow.before you dig.CallR6/7/17
9+8010+0010+2010+4010+6010+8011+0011+2011+4011+6011+8012+0012+2012+4012+6012+8013+0013+2013+4013+6013+8014+0014+2014+4014+6014+8015+0015+2015+40278.8
278.2
277.6
277.2
276.7
276.2
275.5
274.8
274.0
273.4
273.3
273.2
273.7
275.1
276.7
278.0
279.1
279.9
282.2
283.0
280.1280.7281.8283.1285.2287.6290.0291.3
279.93
280.63
281.13
281.43281.63282.11282.92284.07285.55287.34 SD #13, TYPE I CBSTA. 14+00.00, 13.17' LT.RIM = 281.17I.E. 12" OUT (S) = 277.20
194 LF 12" @ 4.12%SD #12, TYPE I CB
STA. 12+03.00, 18.87' LT.
RIM = 273.21
I.E. 12" IN (N) = 269.20
I.E. 12" OUT (S) = 269.20
195 LF 12" @ 0.50%SD #11, TYPE II-48 CB
STA. 10+08.09, 18.87' LT.
RIM = 278.25
I.E. 12" IN (N) = 268.23
I.E. 12" OUT (W) = 268.23 PROPOSEDGRADE, TYP.4.30%0.70%9.11%50.00%BEGIN PARTIAL IMPROVEMENT
STA. 13+22.73
ELEV = 279.20
END PARTIAL IMPROVEMENTSTA. 15+22.07ELEV = 287.52
75' VCPVI STA = 13+70.00PVI ELEV = 281.24K=20.83PVC 13+32.50
PVC ELEV 279.62
PVT 14+07.50PVT ELEV 281.50
AD = -3.60%PVC 14+10.00PVC ELEV 281.52PVT 15+10.00PVT ELEV 286.42 100' VCK=11.89AD = 8.41%PVI ELEV = 281.87PVI STA = 14+60.00255260265270275280285290295300305255260265270275280285290295300305RS-5113TH AVE SESCALE: 1" = 20' HOR. 1" = 5' VER.ROAD & STORM PROFILE113TH AVE SERHODODENDRON RIDGEREV NO.DATEDESCRIPTIONMADE BYCHECKEDKING COUNTYERP PLAN SETPLOTTED:SHEETJOB NO. 14134iCAP RHODY RIDGE, LLCCITY OF NEWCASTLEWASHINGTONSE 1/4, SE 1/4 SECTION 29, TOWNSHIP 24 N, RANGE 5 E, W.M.CITY OF NEWCASTLE, KING COUNTY, WASHINGTONDRAWN:APPROVED:DESIGNED:BPF, SPKJGAPPROVED FOR CONSTRUCTIONDATE:BY:CITY OF NEWCASTLETHESE DRAWINGS ARE APPROVED FOR CONSTRUCTION FOR A PERIOD OF 12MONTHS FROM THE DATE SHOWN HEREON. THE CITY RESERVES THE RIGHTTO MAKE REVISIONS, ADDITIONS, DELETIONS, OR MODIFICATIONS SHOULDCONSTRUCTION BE DELAYED BEYOND THIS TIME LIMITATION. THE CITY, BYAPPROVING THESE DRAWINGS, ASSUMES NO LIABILITY IN REGARDS TOTHEIR ACCURACY OR OMISSIONS.M:\ACAD\PLATS\14\14134\Infrastructure ERP\14134P05.dwg6/7/17 16:34SpasztorSPKnow what'sbelow.before you dig.CallR6/7/17
235240245250255260265235240245250255260265-0+200+000+200+400+600+801+001+201+40248.4
251.4254.2258.0260.0261.5
248.43
251.37254.16258.04260.00261.54 1.77%8.33%3.29%STA. 0+00.00
ELEV = 258.95
STA. 0+40.00ELEV = 259.65STA. 0+45.50ELEV = 260.11END TRACT CSTA. 1+02.84ELEV = 262.00SD #16, TYPE I CBSTA. 0+50.92, 5.99' LT.RIM = 260.17I.E. 12" N-12 OUT (W) = 255.50 71 LF 12" @ 0.71%PROPOSED GRADE ATCENTERLINE, TYP.235240245250255260265235240245250255260265-0+200+000+200+400+600+801+001+201+40248.4
248.3
246.6
251.9
256.8
257.6
248.43
248.28
246.64
251.86
256.78
257.57 -0.09%8.33%0.50%STA. 0+00.00
ELEV = 258.95
STA. 0+40.00
ELEV = 258.91
STA. 0+45.50
ELEV = 259.37
END TRACT C
STA. 1+05.30
ELEV = 259.6796 LF 12" @ 2.08%SD #15, TYPE I CB
STA. 0+45.50, 6.08' LT.
RIM = 259.41
I.E. 12" N-12 IN (E) = 255.00
I.E. 6" PVC RD IN (N) = 255.50
I.E. 12" N-12 OUT (SE) = 255.008" SSPROPOSED GRADE ATCENTERLINE, TYP.235240245250255260265235240245250255260265-0+200+000+200+400+600+801+001+201+401+601+802+002+202+402+602+803+00260.1
259.3
249.9
252.8
254.1
253.9
251.8
248.5
246.8
247.5
253.4257.1258.0
260.08
259.28
249.90
252.76
254.14
253.85
251.80
248.55
246.78
247.46
253.38257.07257.98 -1.84%2.83%-1.25%-1.00%ROAD 'A' STA. 14+36.18,
O.S.14.00' RT
ELEV = 257.25
STA. 0+90.00
ELEV = 259.80
STA. 1+30.00
ELEV = 259.30
STA. 2+10.00ELEV = 258.50ROAD 'A' STA. 14+36.37,O.S.14.00' LTELEV = 257.24
SD #16, TYPE I CB
STA. 1+08.54, 8.94' RT.
RIM = 260.17
I.E. 12" N-12 OUT (W) = 255.50
SD #15, TYPE I CB
STA. 1+72.50, 9.39' RT.
RIM = 259.41
I.E. 12" N-12 IN (E) = 255.00
I.E. 6" PVC RD IN (N) = 255.50
I.E. 12" N-12 OUT (SE) = 255.00
RS-6JSTRACT CSCALE: 1" = 20' HOR. 1" = 5' VER.ROAD & STORM PROFILECUL-DE-SAC, TRACTS B & CRHODODENDRON RIDGEREV NO.DATEDESCRIPTIONMADE BYCHECKEDKING COUNTYERP PLAN SETPLOTTED:SHEETJOB NO. 14134iCAP RHODY RIDGE, LLCCITY OF NEWCASTLEWASHINGTONSE 1/4, SE 1/4 SECTION 29, TOWNSHIP 24 N, RANGE 5 E, W.M.CITY OF NEWCASTLE, KING COUNTY, WASHINGTONDRAWN:APPROVED:DESIGNED:BPF, SPKJGAPPROVED FOR CONSTRUCTIONDATE:BY:CITY OF NEWCASTLETHESE DRAWINGS ARE APPROVED FOR CONSTRUCTION FOR A PERIOD OF 12MONTHS FROM THE DATE SHOWN HEREON. THE CITY RESERVES THE RIGHTTO MAKE REVISIONS, ADDITIONS, DELETIONS, OR MODIFICATIONS SHOULDCONSTRUCTION BE DELAYED BEYOND THIS TIME LIMITATION. THE CITY, BYAPPROVING THESE DRAWINGS, ASSUMES NO LIABILITY IN REGARDS TOTHEIR ACCURACY OR OMISSIONS.M:\ACAD\PLATS\14\14134\Infrastructure ERP\14134P06.dwg6/7/17 16:12SpasztorSPKnow what'sbelow.before you dig.CallR6/7/17TRACT BSCALE: 1" = 20' HOR. 1" = 5' VER.CUL-DE-SACSCALE: 1" = 20' HOR. 1" = 5' VER.
210215220225230235240245250255260265270210215220225230235240245250255260265270-0+200+000+200+400+600+801+001+201+401+601+802+002+202+402+602+80260.8
259.2
255.8
252.2
248.1
244.6
241.4
239.1
236.5
232.6
228.5
224.6
223.0
260.84
259.18
255.78
252.24
248.14
244.63
241.39
239.08
236.53
232.61
228.48
224.58
223.04 -2.00%-2.00%-15.00%-50.00%STA. 0+14.00
ELEV = 255.71
STA. 2+01.50
ELEV = 235.28 20' VCPVI STA = 0+33.50PVI ELEV = 256.58K=1.18PVC 0+23.50
PVC ELEV 256.38
PVT 0+43.50
PVT ELEV 255.08 AD = -17.00%HIGH POINT STA = 0+25.85HIGH POINT ELEV = 256.40PVC 1+61.50
PVC ELEV 237.38
PVT 1+81.50
PVT ELEV 235.68 20' VCK=1.54AD = 13.00%PVI ELEV = 235.88PVI STA = 1+71.50END OF ROW
PROJECT BOUNDARY
START OF ROW
SD #6, TYPE II-54 MH
w/ SPILL CONTROL
STA. 0+30.00, 3.00' LT.
RIM = 256.27
I.E. 12" IN (NE) = 249.00
I.E. 12" OUT (W) = 249.00 45 LF 12" @ 2.67%SD #4, TYPE I-54 MH
STA. 1+58.00, 2.10' LT.
RIM = 237.86
I.E. 12" IN (E) = 228.00
I.E. 6" IN (N) = 228.50
I.E. 12" OUT (W) = 228.00 21 LF 12" @ 19.05%75 LF 12" @ 22.33%PROPOSEDGRADE, TYP.INT. STA. 0+00.00 (TRACT 'D')= STA. 13+14.67 (ROAD 'A')ELEV 255.99
SD #5, 8'x11' PEAK
DIVERSION STORMFILTER
STA. 0+77.00, 2.5' LT
RIM = 250.00
I.E. 12" IN (E) = 247.80
I.E. 12" OUT (W) = 244.75
RS-7VAULT ACCESS ROADSCALE: 1" = 20' HOR. 1" = 5' VER.ROAD & STORM PROFILEVAULT ACCESS ROADRHODODENDRON RIDGEREV NO.DATEDESCRIPTIONMADE BYCHECKEDKING COUNTYERP PLAN SETPLOTTED:SHEETJOB NO. 14134iCAP RHODY RIDGE, LLCCITY OF NEWCASTLEWASHINGTONSE 1/4, SE 1/4 SECTION 29, TOWNSHIP 24 N, RANGE 5 E, W.M.CITY OF NEWCASTLE, KING COUNTY, WASHINGTONDRAWN:APPROVED:DESIGNED:BPF, SPKJGAPPROVED FOR CONSTRUCTIONDATE:BY:CITY OF NEWCASTLETHESE DRAWINGS ARE APPROVED FOR CONSTRUCTION FOR A PERIOD OF 12MONTHS FROM THE DATE SHOWN HEREON. THE CITY RESERVES THE RIGHTTO MAKE REVISIONS, ADDITIONS, DELETIONS, OR MODIFICATIONS SHOULDCONSTRUCTION BE DELAYED BEYOND THIS TIME LIMITATION. THE CITY, BYAPPROVING THESE DRAWINGS, ASSUMES NO LIABILITY IN REGARDS TOTHEIR ACCURACY OR OMISSIONS.M:\ACAD\PLATS\14\14134\Infrastructure ERP\14134P07.dwg6/7/17 14:56SpasztorSPKnow what'sbelow.before you dig.CallR6/7/17