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DHA 2596-77 \ 13',,.00 (CALCI Y rvasns'z2"w -' - - - - 551+02.39
v--- 1"IRON PIPE IS -
1 �� �� 2260:6'E OF PROP LINE I 224.04 LT
REBAR/ CONTROL CAP I \
1 \ �� END OF FENCE IS
N 192409.364' \ / 0.6'E OF PROP LINE UTILITY NOTES
EL 220.7 :
E 1302594.966' \ --- _q25-- 1. REMOVE ALL EX UTILITY PIPING WITHIN 3 FEET OF FINISHED
3' �� GRADE AND COMPLETELY REMOVE ALL UTILITY STRUCTURES WITHIN
STEEL FENCE POST�r 22 - - _ LIMITS OF WORK. UNLESS OTHERWISE NOTED COMPLETELY REMOVE
\ - - ---_ PROPOSED RESERVOIR LIMITS (NOT ALL UTILITY PIPING AND APPURTENANCES WITHIN PROPOSED
2.0'E OF PROP LINE I .2 PART OF THIS RESERVOIR
LI
\ -� BUILDING FOOTPRINT, BIORETND WH AREAS, BELOW DRAINAGE
STRUCTURES &FACILITIES, AND WHERE IN CONFLICT WITH
-- - -_z PROPOSED IMPROVEMENTS UNLESS OTHERWISE NOTED.
\ TEMPORARY ECOLOGY BLOCK WALL INSTALLED
BY CONTRACTOR REMOVED BY OTHERS 2. PROVIDE CATCH BASIN PROTECTION AT ALL INLETS & CATCH
p� 3 WALL TO PROVIDE TEMP EXCAVATION SUPPORT BASIN WITHIN 300 LF OF CONSTRUCTION.
/22 \
AREA 3' z�` -AT 1H:6V INSTALLATION (TYR)
_ _ _ � C PHASING NOTES:
�p��
----� R�Ro rV�1R \ INSTALL PERVIOUS PVMT
/
FF 2.2Q.0
0 SUBBASE TO RECEPTOR AREA 1: THE FIRE STATION CONTRACTOR WILL START THE WORK,
/ ��4 \\ \ AND PROTECT AND WILL BE RESPONSIBLE FOR COMPLETE CONSTRUCTION OF THE
FIRE STATION AND SITE, INCLUDING ALL WORK SHOWN IN AREA 1.
��-
_ AREA 2 (SHARED):
CONSTRUCTION FENCE THE FIRE STATION CONTRACTOR SHALL BE RESPONSIBLE FOR:
PROPOSED PARa. PHASE 1 SITE DEMO AND TESC, INCLUDING CLEAEL #33421 0-3 2 40 b. PHASE 2 SITE DEMO AND TESC, INCLUDING ROUGHNG. GRADING OF
PROPERTY THE ACCESS ROAD AND PARKING AREA STABILIZATION AND
ziar r
13 2
�2
ROUGH GRADING FOR
IMPROVEMENT
MPROVEMENT -y
FUTUREHYDROSEED PER J'
LANDSCAPE
REBAR/ CONTROL CAP L
N 192252.456'
E 1302633.016'
EL 211.80' I-
I
_- 217-
216- v
II21� _ -----
r <
PROVIDE TEMPORARY ¢ `J
c�a EDGE PROTECTION 211_ y \
(TYP ALL EDGES) � \
TN ,..JTx ...1
CATCH BASIN FILTER
-(TYP)(a)
--55--�3-SS----
H-
\� INSTALL TEMP 5.5' C
-- W_� SIDEWALK PER COR
PLAN 102 WITH CURT
1932 Ant Ave
Suite 201
Seattle,
m m m101
engineering pllc w~ �.I,dengln..dng.mm
_ V
ASPHALT u
DRIVE WV
Call 3 Working Days
BeforeYou luu
DIGI
a a
1-800-424-5555
CHANNELED BOTTOM
S. END OF FENCE IS
0.4'E OF PROP LINE
PARCEL #334210-3237
BI
RIM 212.39
IE NE 210.49
11
E W 210.34
11
E E 210.39
FUTURE BOT 209.44 CB h
RIGHT-OF-WAY RIM 218.02
SETBACK IF NE 216.42
IF W 215.97
ASPHALT IF E 215.97
__- DRIVE BOT 214.92
12 "CONE/
SST ---SS--- S S
� \ M
8/E�NC "CONE /
-- i $$ 896.844OALC�/
'1 \\ N. 307H ST \I pS A AV PROTECT EX SIDEWALK V 78.83 Y\CALC) I \
✓_ v _ 1_2" V I "' V A TO REMAIN \11178.84 (R1) 1I
w- L - W2"ADS w--- - W_ \ W _�_ W->__ \ w \
SD--- D4-- \ \ W-T_----\�- \
D-�__Sp--- 72'COivIC s11s2'C NC 313 V PP/pc 12"CMP
50 -
--__ - E--.-�_- - - a dJ
_�_CONCIkETE WALK
RASS PP7UG A HA z I� 8 e r--
B I(SOLID LID) ASPHALT
DRIVE &,B nRIVF CB N
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B'T 1219
- &01sT - - SD-
)NC916
M
16+00
TOP CASE 217.38
TOP NUT 215.09
W-- "CMP
c `SD -
a W
b
\t4 w,
0
90 H
1"=20' aha, O CITY OF
PERMIT RESUBMITTAL 2/12/18 mxEoUP FENTON
PERMIT RESUBMITTAL 1/28/18 `' SMN 1\L 1
2 BID ADDENDUM NO. 2 1 16 18 auo. DATUM
Planning/Building/Public Works Dept.
N0, REVISION BY DATE APPR �r�.------------ `�"W'
N
20 0 10 20 40
Scale 1"=20'
LEGEND
- - -
SEPARATION LINE
m
HYDROSEEDING OF EXPOSED AREAS, EXCAVATION AND
-230�
SILT
EBY
INSTALLATION OF PERVIOUS PAVEMENT SUBBASE, PROTECTION OF
INSTALLED CONTRACTOR TO Ll O�4
THE PERVIOUS PAVEMENT SUBBASE, TEMP PROTECTION ALONG
\
BE TRANSFERRED
TO RESERVOIR
PAVED EDGE AND ECOLOGY BLOCK WALL.
e
CONTRACTOR
PROPOSED BUILDING OUTLINE
c. INFILTRATION TESTING OF PERVIOUS PAVEMENT AREA.
CONSTRUCTION FENCING
d. INSTALL THE STORM DRAIN LINE AND CONNECT TO EX CB IN N.
\
CATCH BASIN FILTER
30TH ST..
\�
WORK SEPARATION
e. INSTALL THE TEMP CONC SIDEWALK, CURB AND GUTTER
\ \\
LINE
E PROVIDE FOR FUTURE CONNECTIONS OF ALL WORK TO BE
COMPLETED 'BY OTHERS'AS SHOWN ON THE PLANS.
\
FENCE IS 0.3'W
THE RESERVOIR CONTRACTOR (AS INDICATED "BY OTHERS") SHALL BE
FIRES .TION
nF PPnP iINF
RESPONSIBLE FOR:
I
PROVIDE TEMPORARY
a. COMPLETION OF ALL IMPROVEMENTS WITHIN AREA 2, INCLUDING
EDGE PROTECTION
STRUCTURE
FINAL PAVING, PERMEABLE PAVING, FINAL GRADING, CURB ON
\
(TYR ALL EDGES)
WED
WEST SIDE OF ACCESS ROAD, CURB WALL, PARKING STRIPING,
\
\
/
WATER MAIN LINE AND STORM DRAIN OVERFLOW LINE IN THE
ACCESS ROAD, FRONTAGE FINAL WALKWAY AND DRIVEWAY
IMPROVEMENTS
\FF
ID
b. TESTING OF PERVIOUS PAVEMENT AREA
k�V
I
AREA 3: THE RESERVOIR CONTRACTOR WILL START AND COMPLETE
THE WORK, AND WILL BE RESPONSIBLE FOR COMPLETE
- -
- -
-CONSTRUCTION OF THE RESERVOIR AND SITE, INCLUDING ALL WORK
h I
SHOWN IN AREA 3.
RIM 215.28
Gg
IE NE 209.28
v EN 2
IE S 209.18
TN ,..JTx ...1
CATCH BASIN FILTER
-(TYP)(a)
--55--�3-SS----
H-
\� INSTALL TEMP 5.5' C
-- W_� SIDEWALK PER COR
PLAN 102 WITH CURT
1932 Ant Ave
Suite 201
Seattle,
m m m101
engineering pllc w~ �.I,dengln..dng.mm
_ V
ASPHALT u
DRIVE WV
Call 3 Working Days
BeforeYou luu
DIGI
a a
1-800-424-5555
CHANNELED BOTTOM
S. END OF FENCE IS
0.4'E OF PROP LINE
PARCEL #334210-3237
BI
RIM 212.39
IE NE 210.49
11
E W 210.34
11
E E 210.39
FUTURE BOT 209.44 CB h
RIGHT-OF-WAY RIM 218.02
SETBACK IF NE 216.42
IF W 215.97
ASPHALT IF E 215.97
__- DRIVE BOT 214.92
12 "CONE/
SST ---SS--- S S
� \ M
8/E�NC "CONE /
-- i $$ 896.844OALC�/
'1 \\ N. 307H ST \I pS A AV PROTECT EX SIDEWALK V 78.83 Y\CALC) I \
✓_ v _ 1_2" V I "' V A TO REMAIN \11178.84 (R1) 1I
w- L - W2"ADS w--- - W_ \ W _�_ W->__ \ w \
SD--- D4-- \ \ W-T_----\�- \
D-�__Sp--- 72'COivIC s11s2'C NC 313 V PP/pc 12"CMP
50 -
--__ - E--.-�_- - - a dJ
_�_CONCIkETE WALK
RASS PP7UG A HA z I� 8 e r--
B I(SOLID LID) ASPHALT
DRIVE &,B nRIVF CB N
I
I
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/
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I
I
Lvl
z
B'T 1219
- &01sT - - SD-
)NC916
M
16+00
TOP CASE 217.38
TOP NUT 215.09
W-- "CMP
c `SD -
a W
b
\t4 w,
0
90 H
1"=20' aha, O CITY OF
PERMIT RESUBMITTAL 2/12/18 mxEoUP FENTON
PERMIT RESUBMITTAL 1/28/18 `' SMN 1\L 1
2 BID ADDENDUM NO. 2 1 16 18 auo. DATUM
Planning/Building/Public Works Dept.
N0, REVISION BY DATE APPR �r�.------------ `�"W'
N
20 0 10 20 40
Scale 1"=20'
LEGEND
- - -
- PROPERTY LINE
m
- ROUGH GRADE
-230�
EX CONTOUR (INDEX)
DS
EX CONTOUR
EX BUILDING
PROPOSED BUILDING OUTLINE
CONSTRUCTION FENCING
SILT FENCE
CATCH BASIN FILTER
vv,
AREA 1:
CONCRETE PAVEMENT
HEAVY DUTY CONCRETE
FIRES .TION
#15
f L 2L�
212.01
N
V
\FF
ID
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v EN 2
I�
A SILT FENCER
CEL #334210-3248
1
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206.40
IF W
204.20
o
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IF S
204.20
ISD
IE E
204.15
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BOT
204.00
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ASPHAL
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/
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r .L)
TN ,..JTx ...1
CATCH BASIN FILTER
-(TYP)(a)
--55--�3-SS----
H-
\� INSTALL TEMP 5.5' C
-- W_� SIDEWALK PER COR
PLAN 102 WITH CURT
1932 Ant Ave
Suite 201
Seattle,
m m m101
engineering pllc w~ �.I,dengln..dng.mm
_ V
ASPHALT u
DRIVE WV
Call 3 Working Days
BeforeYou luu
DIGI
a a
1-800-424-5555
CHANNELED BOTTOM
S. END OF FENCE IS
0.4'E OF PROP LINE
PARCEL #334210-3237
BI
RIM 212.39
IE NE 210.49
11
E W 210.34
11
E E 210.39
FUTURE BOT 209.44 CB h
RIGHT-OF-WAY RIM 218.02
SETBACK IF NE 216.42
IF W 215.97
ASPHALT IF E 215.97
__- DRIVE BOT 214.92
12 "CONE/
SST ---SS--- S S
� \ M
8/E�NC "CONE /
-- i $$ 896.844OALC�/
'1 \\ N. 307H ST \I pS A AV PROTECT EX SIDEWALK V 78.83 Y\CALC) I \
✓_ v _ 1_2" V I "' V A TO REMAIN \11178.84 (R1) 1I
w- L - W2"ADS w--- - W_ \ W _�_ W->__ \ w \
SD--- D4-- \ \ W-T_----\�- \
D-�__Sp--- 72'COivIC s11s2'C NC 313 V PP/pc 12"CMP
50 -
--__ - E--.-�_- - - a dJ
_�_CONCIkETE WALK
RASS PP7UG A HA z I� 8 e r--
B I(SOLID LID) ASPHALT
DRIVE &,B nRIVF CB N
I
I
I/
/
I
I
I
I
I
Lvl
z
B'T 1219
- &01sT - - SD-
)NC916
M
16+00
TOP CASE 217.38
TOP NUT 215.09
W-- "CMP
c `SD -
a W
b
\t4 w,
0
90 H
1"=20' aha, O CITY OF
PERMIT RESUBMITTAL 2/12/18 mxEoUP FENTON
PERMIT RESUBMITTAL 1/28/18 `' SMN 1\L 1
2 BID ADDENDUM NO. 2 1 16 18 auo. DATUM
Planning/Building/Public Works Dept.
N0, REVISION BY DATE APPR �r�.------------ `�"W'
N
20 0 10 20 40
Scale 1"=20'
LEGEND
- - -
- PROPERTY LINE
- - -
- ROUGH GRADE
-230�
EX CONTOUR (INDEX)
EX CONTOUR
EX BUILDING
PROPOSED BUILDING OUTLINE
CONSTRUCTION FENCING
SILT FENCE
CATCH BASIN FILTER
PROPOSED BUILDING
CONCRETE PAVEMENT
HEAVY DUTY CONCRETE
FOR TREE REMOVAL AND
PROTECTION, SEE
LANDSCAPE SHEET LO.01
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING SURFACE WATER UTILITY
(Fitz -James 02/15/2018 O rstraka 02/15/2018 '
FIRE STATION 15
1404 N 30TH STREET
RENTON, WA 98056
PHASE 2 SITE DEMO AND TESC
12/22/2017
C1.02
00
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