HomeMy WebLinkAboutR-432604D- - I
D I PROTECT EX
CONCRETE CURB
c - TO REMAIN (TYP)
•D
VEG -• °
8",14" CEDAR D D SAWCUT AND REMOVE
EX CONCRETE
�• ..I SIDEWALK
pD-------
. . • PROTTECT EX - - - -
D D CONCRETE CROSSING
p . AND" CROSSWALK -
n STRIPING TO REMAIN: D
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o• D D N °. D I 1 O'CW
N CONS
cn
D D D V. D I 4
15"CRW" DI SN
\ D I I
10 DI � I
4V INSTALL STRAW
.y I WATTLES
SEE DETAIL (TYP)
° Icn
p � c110
D L!
8",14" CEDAR D D
rl
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PROTECT EX 10" STORM
DRAIN PIPE TO REMAIN. TOP
OF PIPE IS APPROXIMATELY
2-FT BELOW EX GRADE
CONTINUATION - SEE TOP RIGHT
PROTECT EX PEDESTRIAL
LIGHT POLE TO REMAIN
REMOVE 6" AND -
10" CEDAR TREES
PROTECT EX CONCRETE
SEAT WALL TO REMAIN
REMOVE EX STEAM VENT COVER
TEMPORARY
AND DEMO AND REMOVE 8"
CONSTRUCTION
MIN. OF EXISTING BELOW
FENCING (TYP)
GRADE CONCRETE WALL AND
SEE DETAIL
THEN INFILL PER ARCH'L PLANS
10
REMOVE EX FDC TO
C11
FFE:468.01'
BE RELOCATED.
COORDINATE WITH
MECH'L ENGINEER
SALVAGE AND REMOVE, CLEAN,
--- --
X-k .. ,6 -
PAINT, AND REINSTALL EX BOLT
DOWN BENCH. SEE SHEET 1
C201 FOR BENCH LOCATIONS.
REMOVE EX METAL RAILING
CONTRACTOR SHALL MAKE A
RECORD OF EXISTING SCORE/JOINT
LINES TO BE MATCHED FOR
FINISHED CONCRETE CONDITION.
SEE SHEET C201 /
EXTENTS OF PROPOSED J
BUILDING VESTIBULE
SDCO
PROTECT EX STORM
CLEANOUT CASTING TO
REMAIN
REMOVE EX BENCH
AND POSTS CAST
INTO EX CONCRETE
PARCEL NO.:102305-9292
OWNER: FACILITIES & OPERATIONS CTR
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D D BR
FFE. 468.14'
CONTINUATION -SEE BOTT M LEFT o I I I I I I
D \ I¢I /
_ D "RESER�ti9 _ _ _ \_ 69�6
P cn PARKIN
D _D I -Ps 1 `\ l III I p� I I I i o ;
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SCALE 1 "=10' U
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LEGEND
D p a I I I DEC I I o Q o
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— — — — II i I I Tcd&Ctv(P)
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D I I I I D -. - T- T cf) T—
SOLID LID CB RIM: 467.39' - - - - - -
® D o IE 10"PE(NE):463.90'
IE 10"PE(SW):463\90 ` I I I I i I ° co
"a� a IE 6"PE(NW):464.10' \ I I I J \\
D D D o H2O LEVEL: 463.90'
D- p BTM: 462.50' I I I C/) / \
EXISTING 10" WATER MAIN TO BE PROTECTED AT ALL TIMES. �
D I I I co
D
cn PROTECTION SHALL INCLUDE, BUT NOT LIMITED TO, PROHIBITION OF D .D v HEAVY MACHINERY AND DRILLING EQUIPMENT ON TOP OF MAIN OR o \ W
PROTECT EX p a WITHIN EASEMENT. VIBRATIONAL TESTING MAY BE REQUIRED FOR \ >,L- - - - - - i I I I I o l I w \ N
ANY DRILLING OR PILING OCCURRING NEAR THE MAIN. ADDITIONALLY, N p.LD
CONCRETE CURB °' 1 I
5' UTILITY ASEMENT I I / \
ANY MACHINERY CROSSING THE WATER MAIN IN UNPAVED AREAS 0 Q v o
TO REMAIN (TYP) WILL BE REQUIRED SHEETING OR SIMILAR MECHANISM TO ENSURE `� N0. 200603 3000926 1 II I D � / \
D D . (n THAT THE MAIN IS NOT SUBJECT TO DAMAGE LOADS. \ 11� / u
� / \
CONTRACTOR SHALL MAKE A
"RE'ERVED
RECORD OF EXISTING�JOINT PA �KING' I �I c I N
_- w 24"C LINES TO BE MATCHED FOR \ 1 I I I 46 D /
/ ) FINISHED CONCRETE CONDITION. \ li I cl)
- 1 SEE SHEET C201 (TYP) _ I r p n P `'
-- - SP
iLLJ
' D'
SW
�>� O - - \
p r N INSTALL CB PROTECTION
----I"6�a-- ------ -- I / SEE DETAIL (TYP) "CON - - I I Q
467.84 =° PROTECT EX I / - - - - - -
CONCRETE CURB / ciio \ v
— Lo cn
- $� TO REMAIN (TYP) I \
---- - -
4s776 - CB RIM- 466.87' ° DD
IE 1DS(NE): 464.85' "N
g `n BTM:463.3 ' ECO PAN FOR CONCRETE TRUCK ` VEG S7 PP4N
46Z66 — ------ -
I
- - --
CLEANOUT; FINAL LOCATION TO 1EDi ° - P
BE COORDINATED IN FIELD ° ' Ir PROT C EX
------ -- - ----- DURING CONSTRUCTION. %%% STORE GN
---- -
-- - - -
REMOVE AND REINSTALL ADA
6o U' PARKING SIGN AND POST / I 69�� o
SAWCUT AND REMOVE EX / I I I I
CONCRETE AND ASPHALT AS / FOR WORK IN THE
SREQUIRED TO REPLACE EX /
/ ACCESSIBLE CURB RAMP / I I FIGHT -OF -WAY
w H/c / N I SEE SHEET C108
R6�3REMOVE AND REINSTALL ADA
I I /
PARKING SIGN AND POST d �.
_ V U,
/ qD gg REMOVE AND REINSTALL CB RIM:468.95'
24"CUN@ BOLLARD BUS LOADING SIGN AND I I IE 18"CP(N):466.05'
POST IE 18"CP(S):466.20'
(TYP D h6�91`-
,� \ _ "BUS LC,,. X / I BTM:465.95'
E°M A LU4) EX /" 24" \
CONCIR TE BOLLARDS-.ANf
SURROUN#DIN-G/-- ylNG TO INSIAlkL ° Q �' \ S� IfJ
NEW VEH� YLAR RATED TRAFFIC../
OLLARDt•(T/YP) SEE SHEET-C201 ° I
SW _ v SAWCUT AND REM E.EX
(', 41'
IE 10"Pf(NE14-65�o CONCRETE SIDEW 1 0 4v /
�tEMOV EX_; 8"P (E):465.20' o p- D .- �" z /
o `' t E(S): 465.20' v
v CONCR TE�TAIRD. $�.� 5.1�R, A �8 p PROTECT
D o o DCONTRA HALL IVPAKE�
PO=off / . PROTECT. ' D - OF ISTIN E%JOINT Dba, EX CURB "STOP" /
INSTASTRAV1l o �; LIN '0 BE MAT FO W /
D G7 D REDESTRIAL Q R
X ^ 24"CO OLLA d''
WATTL S �6�."D . p / POLVT-&RFM - ° D I I ONCRETE CONDITI ) SW S
T $E D p / : D D ° SEE SHL C�0 (TYP-
D p D 0• \` D "DEC
C1$i >
0
�60 D °Y �\� •��9 ° VEG � .D ��9� i � 9�" �.. I �y °. I - _ .D �
LANDS cn
°
° �D6 D BO DER$
D
SAW U�ANb REmbwt NCRETE
EX QUH-DI G
-
9z PAV MffNTDAS REQUIRED TO QONSTRUC�' I D p j w
DN00-6Lt?G VESTIBULE AND REGRADED 81 OP��RHA NOPY g° a9 ® - -\ 1 °
yq• D' .
BOVE
pP RiiTION OF CONCRETE PLAZA. TS 461.
V'SH T C201 D INSTALLp Ds.2 _ 1 STALL- PIROTECT
RO ^� ION FEVII G. ) ° P, " Tm "S NIAND POS . p k ��---' I SAWCUT AND
D APL /
COL
I 'I \.- % : D D e° p D D / / �9 ° ip D Fo sss - J REMOVE EX
BRA PRO CT EX.. s ASPHALT RAMP
7.97 C11 n. POLE REMpAJN ° D-° 0
D 0 - %1 /l ° � �.��8- \ D - • D , l p - \ l . ' � D' I-�.\ D- i � � �o '❑
467.9
• J(
I WAST\BIN f p . � \ �� p - \ \ D ° 468. /� DD \ pb' - I - _ I w
PROTECT EX BUILDING I p - D D: \ D
COLUMNS TO REMAIN e\. \ D VEG �o -
� ° 43 p \ — z— Q — — —
pb -
f
PROPERTY LINE N 7933'06" E - 46.81'
C TEMP CONSTRUCTION FENCING
EEL INLET PROTECTION IP
VEG TREE PROTECTION
SW STRAW WATTLES —SW—
SAWCUT LINE - - - - - - - - -
o F REMOVE CURBING
REMOVE ASPHALT PAVEMENT
REMOVE CONCRETE PAVEMENT
REMOVE TREE(S) \�
7
��FOUND.
NC, DOWN 0.
CONSTRUCTION FENCING NOTE:
INSTALL CONSTRUCTION FENCING AROUND
LIMITS OF WORK TO PROTECT STAFF AND
STUDENTS AND SECURE JOBSITE. CONTRACTOR
SHALL ERECT FENCE AROUND JOBSITE AND
ADJUST AS CONSTRUCTION CONDITIONS
CHANGE OR AS PHASING ALLOWS.
CONTRACTOR CAN UTILIZE EXISTING
PERIMETER FENCING AS SECURITY FENCING
AND THEN SUPPLEMENT ON THE WEST SIDE OF
THE SITE AS NEEDED. ANY EXISTING
CHAINLINK FENCING THE CONTRACTOR ELECTS
TO UTILIZE DURING CONSTRUCTION SHALL
APPLY (IE ZIPTIES OR OTHER MEANS) HIGH
VISIBILITY MATERIAL OR SIMILAR METHOD TO
BE APPLIED TO FENCING TO DELINEAT AS
CONSTRUCTION ZONE (TYP). ANY SECTIONS OF
EXISTING FENCING THAT IS NOT 6-FT HIGH
SHALL HAVE TEMPORARY 6-FT HIGH
CHAINLINK FENCING INSTALLED NEXT TO IT.
SEE DETAIL 10/010.
SEE SHEET C001 FOR CITY OF RENTON
ESC STANDARD PLAN NOTES
SEE SHEET C001 FOR TESC
CONSTRUCTION SEQUENCE NOTES
R-432604
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
msippo 08/07/2025
SD 0 D D D D \
*469.35 p
D
468.
MN311--9084
1� ATIONS D D D 46 m
HAZEN HIGH SCHOOL MODERNIZATION
SURVEYED: SCALE: jHORIZONTAL: f`nCA "NA VD 1988
983/1991 ' CITY OF
DESIGNED:1 '1=10'16R
JAJ
\ RENTON
DRAWN:
� DJD AJJ
ONE INCH
GISTE4c�° t CHECKED: AT FULL SCALE DATUM Planning/Building/Public Works Dept. JAJ IF NOT ONE INCH DEMOLITION AND TESC PLAN
SSIDNAL v�� APPROVED: SCALE ACCORDINGLY
N0. REVISION BY DATE APPR JAJ
07.1 1 .2025
FIELDBOOK:
PAGE:
DRAWING NO:
C101
SHEET: OF:
4 OF 7
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