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GRADING/PAVING PLAN
HARPER ENGINEERING PARKING LOT ADDITION
SW 1/4 SECTION 18, TWP. 23 N., RGE. 5 E.9 W.M.
V2 m � � HIGH PT STA = 10+64.52 HIGH PT STA = 10+90.15 LOW PT STA = 11+32.25 LOW PT STA = 11 +58.68
W o z HIGH PT ELEV = 26.20 HIGH PT ELEV = 26.10 LOW PT ELEV = 23.30 LOW PT ELEV = 22.08
L�o� = PVI TA = 11+ 1 = _
\�\ � � � a PVI STA 10+54.71 V S 00.5 PVI STA 1 1 +22.25 PVI STA 11 +48.68
\\ /24.1 22 8 PVI ELEV = 26.18 PVI ELEV = 26.00 PVI ELEV = 24.00 PVI ELEV = 22.14
K= 1.63 K=2.50 K=9.89 K=3.11
� ^� oo � x LOW PT STA = 10+ 16.89 ,
2 n = 20 VC 20 VC 20 VC 20 VC
\ o Q �vo) n LOW PT ELEV 22.67 SVCS: 10+44.90 SVCS: 10+90.15 : 1 1 +
L� _, PVI STA - 10+26.89 BVCS. 11 + 12.25 BVCS 38.fi8
_ BVCE: 26.10X PVI ELEV - 22.77 BVCE. 24.97 BVCE. 24.90 BVCE. 22.85
o° _ EVCS: 10+64.52 EVCS: 1 1 + 10.15 EVCS: 1 1 +32.25 EVCS: 11 +58.68
K .78� EVCE: 2 6.2 0 EVCE: 2 5.0 9 EVCE: 23.30 EVCE: 22.08
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EX. ASPHALT PAVEMENT
NEW PERVIOUS ASPHALT PAVEMENT
CALL 2 WORKING DAYS
BEFORE YOU DIG:
811
RAILROAD CROSSING SIGN
NOT TO SCALENOT TO SCALE
ONE LANE ROAD AHEAD SIGN
N OOMPuANCE WITH CITY OF PINT N
�i41�DAF�6
Date
By Date
By Date
By Date
NOTE:
l TO FURTHER MITIGATE THE EFFECTS OF DIFFERENTIAL SETTLEMENT IN
THE EGRESS AREA A WOVEN GEOTEXTILE SUCH AS MIRAFI 60OX CAN
BE USED UNDER NEW FILL AREAS. THE GEOTEXTILE SHOULD BE
PLACED SUCH THAT IT EXTENDS AT LEAST 10 FEET INTO THE BALLAST
k FILL AREA AND 20 FEET INTO THE AREAS OUTSIDE THE BALLAST FILL.
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DEVELOPER:
HARPER ENGINEERING
700 SW 7TH STREET
�P pN I L / pA RENTON, WA 98057
w a s,y�y
ENGINEER:
BARGHAUSEN CONSULTING ENGINEERS
18215 72ND AVENUE SOUTH
38375 O �� KENT, WA 98032
0/sl E��' ��`�' (425)251-6222
S��NA L N� (425)251-8782 FAX
5/261 CONTACT: DAN BALMELLI
R-383203
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
GRADING/PAVING PLAN
HARPER ENGINEERING PARKING LOT ADDITION
DEBIQNED CP
DATE 08/14/2014 FLE NO.
DRAWN DSC
cHECKED DKB SCALE F19 -D BOOK PAGE
APPROYM DIRECTOR OF PUBLIC WORKS 9,mT C3 OF'
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EX. ASPHALT PAVEMENT
NEW PERVIOUS ASPHALT PAVEMENT
CALL 2 WORKING DAYS
BEFORE YOU DIG:
811
RAILROAD CROSSING SIGN
NOT TO SCALENOT TO SCALE
ONE LANE ROAD AHEAD SIGN
N OOMPuANCE WITH CITY OF PINT N
�i41�DAF�6
Date
By Date
By Date
By Date
NOTE:
l TO FURTHER MITIGATE THE EFFECTS OF DIFFERENTIAL SETTLEMENT IN
THE EGRESS AREA A WOVEN GEOTEXTILE SUCH AS MIRAFI 60OX CAN
BE USED UNDER NEW FILL AREAS. THE GEOTEXTILE SHOULD BE
PLACED SUCH THAT IT EXTENDS AT LEAST 10 FEET INTO THE BALLAST
k FILL AREA AND 20 FEET INTO THE AREAS OUTSIDE THE BALLAST FILL.
Z. Pp,%-zV-tw6 Lo i- PArVEmEart' stipAt. E. ?sIiLytaVz
PA►JIEM0EA'r PE i. n �L -- E�,v�ovs t��� ��•tN �c'CCC>+�
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?2.46 OFF: 0.00'T
`h
'UIT
DEVELOPER:
HARPER ENGINEERING
700 SW 7TH STREET
�P pN I L / pA RENTON, WA 98057
w a s,y�y
ENGINEER:
BARGHAUSEN CONSULTING ENGINEERS
18215 72ND AVENUE SOUTH
38375 O �� KENT, WA 98032
0/sl E��' ��`�' (425)251-6222
S��NA L N� (425)251-8782 FAX
5/261 CONTACT: DAN BALMELLI
R-383203
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
GRADING/PAVING PLAN
HARPER ENGINEERING PARKING LOT ADDITION
DEBIQNED CP
DATE 08/14/2014 FLE NO.
DRAWN DSC
cHECKED DKB SCALE F19 -D BOOK PAGE
APPROYM DIRECTOR OF PUBLIC WORKS 9,mT C3 OF'
6
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