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\ INSTALL TEMPORARY CONCRETE I ,•� I I I / / / / /Ix
ECOLOGY BLOCKS LEVEL OUT THE
CONSTRUCTION ENTRANCE IN THIS
\ AREA. BLOCKS SHALL 2-HIGH MAX I I I `f ,_�`• I I I / D /
0 AND EMBED 12 MIN. I I D I / m
STABILIZED
o CONSTRUQT,ION ACCESS L --- /
REC. N0. SEE DETAIL i -----I - -- - --r-- -- - I -------- ----- ----------------
I I /
c 5 I • • • • ? ° p III U NO SIGNAL TO THE,
I D WEST
I 1 D II / (0711012.4)---_---
IMPROVED BASEBALL FIELD. I �Q �• ' •� i 1 ° III / / �4i o4
SEE LANDSCAPE PLANS AND SILT FENCE (TYP) I IQ •. o ' I I II — . — E ED(R)
CIVIL SHEET C204 SEE DETAIL I I E
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--470 -- =\
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\ EXISTING ITY OF D
RENTON W TER
EASEMENT
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EXISTING 10 WATER MAIN TO BE PROTECTED AT ALL TIMES. D
EC
/ • 1 \ D p D C) D CAL / D
PROTECTION SHALL INCLUDE, BUT NOT LIMITED T0, // i O + : \I� ° D w I D ' p. FFE:472.16'
PROHIBITION OF HEAVY MACHINERY AND DRILLING °
/ I I� . •. II 469.51 D \ PA D D D D - D
EQUIPMENT ON TOP OF MAIN OR WITHIN EASEMENT. MATCH EX ASPHALT CE h I D v D
VI RATIONAL TESTING MAY BE REQUIRED FOR ANY DRILLING / GRADE AT TRANSITION\j, 8" EC D o D o /_
0 PILING OCCURRING NEAR THE MAIN. ADDITIONALLY, ANY / EX ASPHALT DRIVE �• I \ y°�' O D"C D ° •• D /
MACHINERY CROSSING THE WATER MAIN IN UNPAVED AREAS / 18 \ \ D 6 D n
WILL BE REQUIRED SHEETING OR SIMILAR MECHANISM TO "�` •}•�• ° \
ENSURE THAT THE MAIN IS NOT SUBJECT TO DAMAGE LOADS. / / 470.8 Y.v
° ,D "HANDICAPPED PARKING
w, 5CWo p ONLY"
_
MAINTAIN\EX ASPHALT PAVE ENT I� \ \\ ? p I D A D ' _ D: ° • " D D
I D FOR CONSTRUCTION AC�ESS ( �" �= \ \ - ° 'o P" ° P I I I I I• v • D. °
PROTECT EXISTING /: �`a� LSCAPE
BASEBAIJL FIELD PERIMETER �/ �' EXISTING CITY OF \ 1 w , D \\ \. ° - D " °
FENCING TO REMAIN FF / RENTON WATER \ \
/ EASEMENT w o PROTECT EX RAMP
MOVE FENCING AS
CB TYPE 1
RIM: 459.90'
IE 10"ADS(W):456.60'
IE 10"PE(NE):456.55'
BTM:455.20'
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NEEDED TO INSTALL
GROUND SOURCE
WELL PIPING PROTECT EX STAIR INSTALL
�/ TEMPORARY STEEL PLATESQ1,19'
MATCHLINE - SEE SHEET C�,�r �{LLI / P OTHER MEANS AS SHORING;
mmjm
CONTRACTOR SHALL ADJUST
�•! / W — — — \ \ _ _ LIMITS AS FIELD CONDITIONS
CHANGE
/ SAWCUT AND REMOVE *EX
EX BASEBALL FIELD-SUBDRAIN-AGE ASPHALT PAVEMENT FOR / Se�� REMOVE EX CONCRETE
TIE IN POC AT EX CATASIN. UTILITY INSTALLATION �, / �P PAD AT DOOR
1 SEE SHEET C204
STORMWATE-RTHEN DRAINS WEST.
SHIPPING
SEE,5HEET C103
CONTAINEI
I
46Y/
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REMOVE PORTION OF EX �' :i
.i .
GRASS FIELD AS REQ'D TO
INSTALL NEW GROUND SOURCE � - i � • c::V
Lo
PIPING AI'ID VAULT AND
— — ELECTRICAL CONDUITS. SEE `—
SHEET C204 (TYP)
I
p D D DD �CnLO
INSTALL CB I ° �G D D n" p' I /, D ,
PROTECTION (TYP) / D • i. i k'
SEE DETAIL I 10" DI WATERMAIN D D
T \ I D (PER CONTRACTOR POTHOLE)
C11 ° / -/ - I •
\ C6 TYPE 2
\ RIM:463.06' r 10 DI WATERMAIN /� Al � - I
\ / °
(PER SURVEY) ° I D .
\ IE 4"IP W/ELBOW(S):461.48' °� SDCO
H2O:461.46'
\ BTM: 459.96'
(10
--m
D
\ \ I PRIVATE
\ — — —464— \ I ST M, MAIN I / ( ) E
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EJBOXI I /
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CITY OF RENTON (\' I / /M /
� WATER MAID \ I I IC I I w(
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Foci I /I IRgIGATIpN I I I I
ATESSILIO II I
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CB(R)
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I Ln I I I I I I
\ SAWCUT �Nq R MgVE IE
1 ASPHALT PAYEtTI
I
UTILITY INSTl LL4TIQN
I SEE SHET 920cncn
d�. III
/ ooml� I
43667
ISTEg�1
NAL N 0.
k \
REMOVE GRAVEL
SAWCUT AND REMOVE PORTION
OF EX CONCRETE PAVEMENT FOR
NEW MECH'L PAD INSTALLATION.
SEE SHEET C204.
INLET (ROUND)
RIM: 462.60'
IE 4"PVC W/CAP(N):461.65'
H20: 461.65'
BTM: 459.80'
ELECTRICAL
CABINET
"HANDICAPPED PARKING
ONLY"
ADDRESS:1101 HOQUTAM AVENUE N.E.
RENTON, KING COUNTY, WASHINGTON
CV
0 5 10 20 O
N
ALE 1 if= U
LEGEND �
PROPERTY LINE
N 79°33'06" E - 46.81'
TEMP CONSTRUCTION FENCING
INLET PROTECTIONcD(a
VEG TREE PROTECTION
FF SILT FENCE
SAWCUT LINE
---------
REMOVE CURBING
REMOVE ASPHALT PAVEMENT
REMOVE CONCRETE PAVEMENT
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/C110.
SEE SHEET C001 FOR CITY OF RENTON
ESC STANDARD PLAN NOTES
SEE SHEET C102 FOR TESC
CONSTRUCTION SEQUENCE NOTES
R-432607
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
msippo 08/07/2025
SURVEYED: SCALE: DATE:
VERTICAL: NAVD 1981 HAZEN HIGH SCHOOL MODERNIZATION 07.1 1.2025
DESIGNED:
1 »=,10. HORIZONTAL: NAD 1983/991 CITY OF
FlELDBOOK:
DRAWN: JAJ RENTON PAGE:
DJD/AJJ ONE INCH DATUM DRAWING NO:
CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. DEMOLITION AND TESL PLAN
JAJ IF NOT ONE INCH (; 04
REVISION BY DATE AP P IR 'wPROVED: 7 O SCALE ACCORDINGLY SHEET: : JAJ 7
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