HomeMy WebLinkAboutR-432615CONTINUATION - SEE BOTTOM LEFT o I I I I I f \
- I
D
8",14" CEDAR
„ CED ;;t , D
07
: ° 60
INSTALL NEW REMOVEABLE
HEAVY DUTY VEHICULAR RATED - s�
SECURITY BOLLARD (2 TOTAL) °.
n (FINAL BOLLARD LAYOUT TBD)
SEE DETAIL
10 °v
C30 •��'
v "GONG" 00 10:CW
NEW NON-REMOVEABLE HEAVY °
DUTY VEHICULAR RATED
SECURITY BOLLARD (TYP e - - - - - - - -
UNLESS OTHERWISE NOTED)
. SEE DETAIL
r6 ------SWALE_
F_ - -
Dpp.•: .° I
10,
0 ti \
ti 4! \
' e \
'0\ p ► 0.8' (TYP)
8",14" CEDAR
D
v
D
CONTINUATION - SEE TOP RIGHT
DOWNSPOUT CONNECTION-
IE 466.10
SEE DETAIL (TYP)
9
C31
FFF 468.13'
CANOPY PER
ARCH'L PLANS
FF=468.13
NEW SECURITY ENTRY
VESTIBULE PER ARCH'L _ _\
AND STRUCT'L PLANS \
468.13'
DOWNSPOUT' \
CONNECTION
IE 466.50
REINSTALL SALVAGED -,- SDCO
BOLT DOWN BENCH /
PROTECT EX STORM J
CLEANOUT CASTING TO
REMAIN. ADJUST CASTING
TO FINISH GRADE
PARCEL NO.:102305-9292
OWNER: FACILITIES & OPERATIONS CTR
Y�
"RESER��9 - - - - - �69�6 - - - -� - 1 I I I _ I M I
PARKIN\ \ III
1-Ps \1 \\ II I ��� I I I ;/ \\ I
I I oV) / \
RESTORE CONCRETE
SIDEWALK D. D P O 6"cc
SEE DETAIL (TYP)
3 D -' D PSe ( I I I \I I I
C300 W D p j z� I I ml I /
\ 6�� I I I III ID o/ 0
-- I I I I p /
I I I I
. o• D - \so � � �\ � o I I I I I
I
D p Y \\ I I I„DEC I I o o Q o
00
I II I
D 6n� I I Tcd&ch/(P )
\ ---- I �I
I II I o cn
D.•°� p° � \\\\ i
I III ii `_ iII I D
T N
U
SOLID LID CB RIM: 467.39' o
PROTECT EX IE 10"PE(NE)-463.90'
IE 10"PE(SW):463CONCRETE CROSSING IE 6"PE(NW):464.90\
AND CROSSWALK a H2O LEVEL:
STRIPING TO REMAIN o D
-
\\ BTM: 462.50' I I c
EXISTING 10" WATER MAIN TO BE PROTECTED AT ALL TIMES. I I
' _ D I I II -
p p D PROTECTION SHALL INCLUDE, BUT NOT LIMITED TO, PROHIBITION OF \
HEAVY MACHINERY AND DRILLING EQUIPMENT ON TOP OF MAIN OR
°D o WITHIN EASEMENT. VIBRATIONAL TESTING MAY BE REQUIRED FOR \ ���\ - - - - w \\ N
p. ANY DRILLING OR PILING OCCURRING NEAR THE MAIN. ADDITIONALLY, 1 D. Lu I �,
p ANY MACHINERY CROSSING THE WATER MAIN IN UNPAVED AREAS 5' UTILITY BASEMENT I I I I 1 Q \ o I
D tC. NO. 200603 3000926 II p > I \ I
WILL BE REQUIRED TO UTILIZE SHEETING OR SIMILAR MECHANISM TO \ I
D . ENSURE THAT THE MAIN IS NOT SUBJECT TO DAMAGE LOADS. \ IrII I I o cUi \
FD�6 D• �$� a NEW NON-REMOVEABLE HEAVY \ Li� O o \\
I I II : D I C:) I
467.84 (EX) DUTY VEHICULAR RATED 1 "RE ERVED
467.94 (EX) SECURITY BOLLARD (TYP -467- _ 1 PA KING" I I N I \
UNLESS OTHERWISE NOTED) I I I I I I
467.94 (EX) a .;p a SEE DETAIL \ Ii I I cDn I� colco
1� I
_• D 1\p. 30
N I \
467.89 (EX)
�O �7 / "CON --J I I / �I D I
z CONTRACTOR SHALL MAKE A \ / I P W \
D RECORD OF EXISTING / 0 I \ of U\D D I \
SCORE/JOINT LINES TO BE / ECO PAN FOR CONCRETE TRUCK - - - - - - \ � I n
467.78 - •► MATCHED FOR FINISHED / CLEANOUT; FINAL LOCATION TO I \ I
° ` e CONCRETE CONDITION. (TYP) CB RIM• 87' BE COORDINATED IN FIELD 0 °� I
g'-° ° - I& " DS(NE):464.85' DURING CONSTRUCTION. N I o
► • ,� M: 463.35' ` S :'PIN _ +
aszss D . ► .e INSTALL NEW REMOVEABLE EDi / D I 7a -4p " 00
aa� . 1.3' TYP HEAVY DUTY VEHICULAR RATED 8 D'• /
`e- �. ( ) SECURITY BOLLARD (2 TOTAL) I 0 /
:►D SEE DETAIL p I n/
REINSTALL ADA
0.8' (TYP) PARKING SIGN 10 REPLACE EX ACCESSIBLE / 1 0 FOR WORK IN THE I
ED
pe ° AND POST C30 RAMP WITH NEW /
CONNECT NEW PERPENDICULAR CURB RAMP I e
REINSTALL SALVAGED 467.56 (EX) ►:.• �►� / RIGHT-OF-WAY
BOLT DOWN BENCH 4 SD TO EX CB o, ' . e ea: : e 467.41 SEE DETAIL g / II •' / SEE SHEET C208
IE 465.53 ° ° 6' / , 467.40 REINSTALL ADA
467.51(EX) ° ° D \ \.'�xe ► ' - > S' PARKING SIGN / ",e I v
I e. a �e �:�• m D D �`\ AND POST � I I /
0
467.}�// 3 (EX) RESTORE CONCRETE / I -
T p • \ • 0000
CB RIM: 468.95'
• : :. e°p : °467 gi ► ° . I / e .
t: I/ ° - - SIDEWALK I
468.1 467.54 (EX) 467.46 (E V / ° I - IE 18"CP(N):466.05'
SEE DETAIL (TYP) / I I IE 18"CP(S):466.20'
• ° ► ° 3 I BTM: 465 95'
c
�
N
O
0
5 10 20
O
N
SCALE 1 "=10'
U
i
LEGEND
PROPERTY LINE
N 7933'06" E - 46.81'
CONTOUR (INDEX)
I
CONTOUR
-109-
SPOT ELEVATION
TC 109.86
109.36 BC 109.36
GRADE BREAK
- -RIDGE- - - - -
VALLE-Y
0
O
ASPHALT PAVEMENT
O
F CONCRETE PAVEMENT
► • :' : ro-: ' , e.:•'
-
N
Q
CONCRETE CURB
BUILDING VESTIBULE
J
NOTE:
FOR ALL EXTERIOR CONCRETE PAVEMENT,
PROVIDE SPRAY -LOCK P3 OR EQUAL CONCRETE
PAVING SURFACE TREATMENT TO HELP PROTECT
CONCRETE AGAINST WINTER DE-ICING SALT PER
PROJECT SPECIFICATION SECTION 321313.23
D
C�_
6 e �� STANDARD DUTY 467.91 6�' N� • o e \\ �ti C300
D . '° 467. 2 146T.47 (EX)J. 467.41(EX) ASPHALT RESTORATION a / _ I
° ►• - 5,. 467.95 (EX) 467.97 ► ° ° ` 6'
x 4�68.13 Sf .° ' SEE DETAIL �'- '. / 0.8 (TYP) " I : • I 11
x p, p 4 7.54 (EX) > ► A' c
467.9 \ �► - °- .--_--- ► ►.p a D v 7 468.02 (EX) D D ° D p \O\ D.. I ► '
1
► I6? �� ° 467.55 (EX) I C3o0 _ N%�� V u ° ► e 4 °. 1.3' (TYP) i I 6
Xc°4- TL - `. o •. D.- ° - \ �` D O
0 45 BE ` / D RAF °- ► ' .
468I11 a aol IE 4d.9$ e . 33 LF 4 CB RIM: 6Z�41' �D .. ( ) >.' • I I '
{ . D$s6.z® TYP U.O.N. I
PVC @ 1.7% IE 465.60 IE 10'Pf(NEb4652o' p D �fa@AT D BO S v ► �'�°• > / • 6' PS\ 1 I ;°-
I 467.59 (EX) IE 8"P(E):465.20' v D D ► . a °
I r I ► IE 8"PE(S):465.20' D p I D- p ►
O 0, D . p °. BTM: 465.10`R -- \ . �a D ° D p . .. \' ..e ' • e „ D
CONCRETE PLAZA D , . Q p o D o *. EX 10 I /
_ _rp .tr- .'6a . �'--- f v - . / � '� ..� I o FOUND M.I.C.
- - I 28 Ef 4" 467.63 (EX) SIDEWALK 3 D- \� ? D _ D RE STALE D "466.6� e• \!: WATERMAIN I : PUNCHED 2" BRASS
I D► peI D ►
PVC @ 1:J°I 467.66 (EX) SEE DETAIL C3oo op f o - �ti �ING SI D ,° 0.° ' o Al / O ` DISC IN CONC, DOWN 0.50'
468.1n _ A. ► I q ---_-� --�y� . D 6>p� ., D D a 1 469. (EX) p ' ' e I I 00
I � D POST ° � ' :: \ .-`�'� I �0 \
468. i 4 .8 -. �- P° °► o I� A6 ' D p p D f D A.
468._ 467.7Z(EX) "DEC 5T
D r -------- -- CONTRACTOR SHALL MAKE A ld�I d a ► Ii I ��
CV
° ► . ► RECORD OF EXISTING
►/y SCORE JOINT LINES TO BE D \ ,.,,�� D \ 6�69- ,� 6 J e� -p
AON I I e.467t82 (E�). D / 713 f= i/- A 0 ° I I \
_ MATCHED FOR FINISHED f D ° \ D\ ', �9 Son "p l ' ° p
. .D - p LANDS D •, / � 6 ' p -. 1 �9{S. D n - I: D -- � . .DD > � ''. - :. �► D ► ' �
• CONCRETE CONDITION. TYP t �..
° ---- ( ) \
/ p, I I.
$ D°.. s j ►. ° °e D MATCH EX .. . -o / --- -- l °. \� ° I : > ° p .. o°'o D %%% I G
-D- ` D \; BOLLARD DEPTH IS 30 DEEP BY 16 WIDE. �� ,,, GAS ,
I g® .. - _- OONCRETE (TYP) ! p: p D p I p D P 000 I.
�•69.
! C. kaa7R1 �6 461a9 ® - CONTRACTOR SHALL USE CAUTION WHEN D ► °�' ..a- 000
D 467: 2 (EX) . :o _? 9
D I 467.95 (EX) D D- EX BUILDING ` ° p PERFORMING CONSTRUCTION NEAR OR OVER
o D-'' 467.99 (E� °•i D OVERHANG CANO Y \ EXISTING CHARGED WATERMAIN. REMOVE AND REINSTALL
4�8.07. �s8o� __ _`yam - - ° D ABOVE (TYP p p D_ ° \ SECURITY BOLLARDS SHALL NOT BE PLACED % EX "STOP" SIGN ANO POST \/y D� ,� ° D.' / SQL
t> b D S irh�78 ( ) D \ P
- BR C61 I _. `
° ) OVER EXISTING 10" COR WATERMAIN. ' 1 _ 469.77 ( A70 /
\ ° D ° p D / BOLLARDS WITH FOUNDATION SHALL BE A ''1D ° °� °' e / I R-43261 5
D ° 10
Rj. gyp , ° - D D / MINIMUM OF 5' FROM THE EXISTING 10"
D f p97- --io8- \ D / / WATER MAIN IN COMPLIANCE WITH CITY OF RENTON STANDARDS
° ' 467.9 ° \ r\ D� p SEE DETAIL - : 6g ► cn
D \ D OAr% IL
D
FFE.468.14' x 9� �� o \DS - J D_`. o� D D DEVELOPMENT ENGINEERING
D D p C3o ► ?
WASTE BIN °\ p o \ 468. / D \ pb rn
E msippo 08/07/2025
PROTECT EX " \ ° 488. ti' 43 ° D . °Ic
BUILDING COLUMN \ o D
TO REMAIN ��j \ D Q6. \ g4 -o .'\ ° 469.35 p p I D
w 15-9084
A. Jq TINS CTR ° D p ED
O
SAS HAZEN HIGH SCHOOL MODERNIZATION
Sol SURVEYED: SCALE: VERTICAL• NAVD 1988
F, ��� .I »=.I O' HORIZONTAL: NAD 1983/1991 CITY OF
h
43667
`! S T ERA Cs�
,061
REVISION
DESIGNED:
JAJ
DRAWN:
DJD/AJJ
CHECKED:
JAJ
BY DATE APPR APPROVED:
JAJ
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
RENTON
Planning/Building/Public Works Dept.
CIVIL SITE PLAN
DATE:
07.1 1 .2025
FIELDBOOK:
PAGE:
DRAWING NO:
C201
SHEET: OF,
15 OF 7
00
O
O
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