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EX CONTOUR (INDEX)
EX CONTOUR CONCRETE PAVEMENT
230_ PROPOSED CONTOUR (INDEX) TACTILE WARNING STRIP
231_ _ PROPOSED CONTOUR ASPHALT (AC) PAVEMENT
XXX.X
SPOT ELEVATION GRIND AND OVERLAY
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EX BUILDING CURB AND GUTTER
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engineering pllc www.1pdengineering.com ZONAL NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY
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CIS OS OS - _ _ STA 26+60.07, 44.4' R_ STANDARD PLAN 102
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gjns 3UO3-LUMEN TO USE (1) 4" gs ---
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- - PROPERTY LINE
--230--- _
EX CONTOUR (INDEX)
EX CONTOUR CONCRETE PAVEMENT
230_ PROPOSED CONTOUR (INDEX) TACTILE WARNING STRIP
231_ _ PROPOSED CONTOUR ASPHALT (AC) PAVEMENT
XXX.X
SPOT ELEVATION GRIND AND OVERLAY
FF 78.0 FINISHED FLOOR ELEVATION SITE WALL
EX BUILDING CURB AND GUTTER
PROPOSED BUILDING LANDSCAPED AREA
0� ASI�J� SURVEYED: SCALE:
VERTICAL: NAVD 1988
1932 First Ave ti� •oy HORIZONTAL: NAD 1983/1991
Suite 201 DESIGNED:
Seattle, WA 98101
.o = �z DRAWN:
p.206.725.1211
21 5121 w ONE INCH DATU M
f.206.973.5344 0� ��� TERM ti� CHECKED:
AT FULL ASS ��� • 1 l CIF NOT ONE INCH
engineering pllc www.1pdengineering.com ZONAL NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY
OMapIC OUO
030 000
z PPF-
10 0 5 10 20
Scale 1"=10,
CITY OF
RENTON
Planning/Building/Public Works Dept.
AF
STA 26+59.98, 25.3' LAL GRADE
a \ _�SnOH AJ04S
i snl3 Q
SEE WEST SIDE O a a PROFILE SHEETC3.1
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v
p P 6P
v
\-CEMENT CONCRETE `
SIDEWALK PER CITY
OF RENTON
STANDARD PLAN 102
STA 26+61.19, 23.2' L STA 26+86.84, 22.3' L
END CONCRETE CURB
STA 26+58.60, 20.7' L - - - CEMENT CONCRETE
_ 27+00 CURB & GUTTER PER
-CITY OF RENTON J
- - - - - STANDARD PLAN 101
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END SIDEWALK /
STA 27+ 17.78, 22.8' L
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STA 27+ 13.27, 24.6' L
0
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PER CITY OF RENTON FA
STANDARD PLAN 110
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�M MMASTANDARD ,PLAN 101 _ M M MMMMMMM MMMM
1 — 1 — i
STA 26+61.52, 22.0' R 1-1—�-1— STA 27+09.7
END CONCRETE CURB 1-1-1-1—
BEGIN SIDEWI
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W
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--------- ---- ----- — ---------
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STANDARD PLAN 102 OF RENTON
CIS OS OS - _ _ STA 26+60.07, 44.4' R_ STANDARD PLAN 102
CONNECT TO EX ELECTRIC VAULT COMCAST VAULT
TRANSFORMER AND CONNECTION a d D` BY COMCAST a d p a s
BY PSE
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LEGEND
9' 2=ddo"Z L(M)1I
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EX EMPTY COMM CONDUITS
(5) 4"
-------- -(1) 2"
COMCAST TO USE (2) 4"
gjns 3UO3-LUMEN TO USE (1) 4" gs ---
i
- - PROPERTY LINE
--230--- _
EX CONTOUR (INDEX)
EX CONTOUR CONCRETE PAVEMENT
230_ PROPOSED CONTOUR (INDEX) TACTILE WARNING STRIP
231_ _ PROPOSED CONTOUR ASPHALT (AC) PAVEMENT
XXX.X
SPOT ELEVATION GRIND AND OVERLAY
FF 78.0 FINISHED FLOOR ELEVATION SITE WALL
EX BUILDING CURB AND GUTTER
PROPOSED BUILDING LANDSCAPED AREA
0� ASI�J� SURVEYED: SCALE:
VERTICAL: NAVD 1988
1932 First Ave ti� •oy HORIZONTAL: NAD 1983/1991
Suite 201 DESIGNED:
Seattle, WA 98101
.o = �z DRAWN:
p.206.725.1211
21 5121 w ONE INCH DATU M
f.206.973.5344 0� ��� TERM ti� CHECKED:
AT FULL ASS ��� • 1 l CIF NOT ONE INCH
engineering pllc www.1pdengineering.com ZONAL NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY
OMapIC OUO
030 000
z PPF-
10 0 5 10 20
Scale 1"=10,
CITY OF
RENTON
Planning/Building/Public Works Dept.
SSCJ�IS1°��-51
9 6
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T-423502 R-423507
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
Michael Sippo 03/24/2023
SARTORI ELEMENTARY SCHOOL
315 GARDEN AVE N
RENTON, WA 98057
GRADING, UTILITIES + PAVING PLAN
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DATE:
2 24 2022
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SHEET: OF:25
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