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PROLOGIS RENTON 19
1 MONSTER ROAD SW
-IF A PORTION OF THE NW 1/4 OF SECTION 24, TOWNSHIP 23, RANGE 4 E., W.M.
CITY OF RE TON, KING COUNTY, WASHINGTON
iJ7 — M — 9� 5J} 56 # 4.11 F sF
PING LEGEND:
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K�'" ONSITE LIGHT TRAFFIC �
SAW CUT NEAT LINE--
' i x & PARKING ASPHALT C<4,0
5D — 11 — 5D — 1E13— �' - f w i ~ i +' ' 1 ti t y 5
MONSTER RD ASPHALT VERTICAL CURB VC
ONSITE HEAVY DUTY INTEGRAL CURB
ASPHALT C 4-O
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t.; - ONSITE 2
h ; .o # - �'-- A + ti CHANGE IN CURB TYPE }{
1=f ,f3" '•�, ,}; „ CONCRETE/SIDEWALK G4_C7
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FIRE HYDRANT NOT
LOCATED DURING
FIELD VISIT
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CITY OF RENTON CONTROL
POINT 862
FND MIC INTX
MONSTER RD SW
& OAKSDALE AVE SW
SITE BM ON 2' BRASS IN CASE
ELEV= 28.33 FT.
i7'
KEY NOTES:
1 r INSTALL 1"x18" SIGN STATING
"PARKING AREA FOR BLACK RIMER
k RIPARIAN FOREST PARK" PER -O-R.
STD PLAN 129. DETAIL 94- SHEET C4_0
.. • "j - - � T7� i � rT
IN
--LASTINC RAIL SPUR k :.+4� l Czr t
CD
� +µme.
CD
II ' 'T0P OF CURB
y` I AT APPROACH
4} e I
OS GF
k
C C;
4 - -
f3. TYP. �L f Jrl (;�) >
I - - ' Y I I � # 8 1 4p WSDOT STD.,
nlse 4Q 2f'E . 1752' +I`I I SPEC,, F1
450.00. NOTE;
7' _lop" _ ' _ _ I 1. a PVC AT 0INTERAL3 AND AT ALL LOW
I x POINTS TO PROVIDE ADEQUATE DRAINAGE
* _ L F i THROUGH CURBS OR LANDSCAPE ISLANDS.
a s — -TRASH >�±✓Lo.SUR� - .I PIPE TO BE BEVELED TO MATCH FACE OF CURB.
--SEE- ARC H.iTVCTURAL
-- _ --_ --SITE PLAN FOR — y" t
DLTONAL INFORWTIC N. — - -ONSITE CEMENT CONC.
�f75.2Ei'— VERTICAL CURB
I - PAVING GENERAL NOTES: '
1, NO CONSTRUCTION OR SITE DISTURBANCE FOR THIS PROJECT MAY BEGIN BEFORE THE APPLICANT FIRST OBTAINS A
w — "� -_ f GENERAL PERMIT TO DISCHARGE STORMWATER ASSOCIATED WITH CONSTRUCTION ACTIVITY FROM THE WA HINGTON STATE
DEPARTMENT OF ECOLOGY (DOE), SEE DOE PERMIT WAR3066 8.
ENT
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unT IAIV ACIDUAI T DA„FMENT, HMA,
*CRUSHED ROCK
BASE
L0
3 GRANULAR FILL
04 0 IF NEEDED
urarM*14T�11bI�1�MiM��1Lr�I�il�A�Ii�®
4CRUSHED ROCK
BASE
\-GRANULAR FILL
IF NEEDED
*CRUSHED ROCK BASE CAN BE REPLACED *CRUSHED ROCK BASE CAN BE REPLACED
BY 3 OF ATB (WSDOT 4-06). BY 3" DF ATB (WSDOT 4-�fi),
HEAVY DUTY LIGHT TRAFFIC AND PARKING
NOTE.-
1. PROVIDE PAVEMENT SECTIONS AND SUBGRADE 29 DEPTHS ARE COMPACTED THICKNESS.
COMPACTIONS PER GEOTECHNICAL ENGINEERS 39 WHERE ASPHALT CONCRETE PAVEMENT IS PLACED
RECOMMENDATIONS. OVER ATB, THE CONTRACTOR SHALL APPLY A TACK
COAT PER WSDOT STD,, SPECS,,
� NSITE ASPHALT CONCRETE PAVEMENT
M.S.
WIDTH VARIES SEE PLANS
EDGED GROOVE/EXPANSION JOINT
—0.02 FT/FT
4° CEMENT CONCRETE SIDEWALK---'
CONTRACTION JOINTS SHALL BE AT 5.0'
INTERVALS
4' MIN. CRUSHED SURFACING BASE COURSE
� NSITE CEMENT CONCRETE. SIDEWALK
ON mrnma
AL POLE an LMISMAllIIIII2
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t I 0NEW hS FOR 'Rif. PARTi USED M # $'a THE AA5E
C0NKfn0kS ARE iNFEN110NALLY W1 SttOW9 S
COWC1110k5 A91 PAIEWED. UANNUlfAC`LLRE6 PRODUCIS
TK&T W IN C04PIUANC� W1H NOW 350 SASH T1;ST
"rTERA TK 6Aq COIAIE1i.t N tXTHLS Aft SOOWN ON
THIS ;✓'.N ONLY I()ir4U5TRL%Tr ROW THE 43,47T5 AAA
�s5fM1���o
2. A 2` (+N) P051 MATH A ;0414- (14) PSST ANCHOR MA 2.
1/4` (1144) J
1 Wki A 2 1fr (IN} PW AN44�11R 1r kFAf3F
9.IdS'-TUTE0 MCONMACT KANS
A- PER FOR $t VAli1; STEEL 112054 SKALL Orr i 111E
�J`P
WOE 1fS iOF WSOW STANDARD SPECIrICATION 1;-06
A 4% ONLY RAC' CIAVECtaON hr&%VFACTuREa SUPPLWI)
144R MARE IHA1 MEETS IKE WEQUIREhQYI$ N W50131
ST&NOARD SPECifIVAT10H5 $ 45 AND 9 .29
[USE CF IRA1E=
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Ill 7-C�Y4'iF. I1�T-t}iFF $AI.V."
HE yr-Duty AWkN A
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SIN MIJTI DETAIL
RECORD DRAWING
03-15-2021
NO RECORD INFORMATION
SHOWN ON THIS SHEET.
REUSE OF DOCUMENTS
W DDMYAI 111T W EKED 93CfF aFOROeC. 11 N
AOMM MU IIM WAC t99-23-470 AM QMWTER t9.34
RM RIALIUMAgD A4tFRAWN (iF Am of *t
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90r, Nr a7ftr ON AND MAW
THE MM AND DEMS i40)W M 11D HVIG� AS AH
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PR FEM OF MWO ,tl115MM A!O IS NDr -M K USED,
fi 1411E M R WM. FIN MY 00 PM%I LT WIMIMIT
l�ov�
architects
rn7�-.�-
N
0' 25' 50, 100' Knout h #'s � .
2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN THE GEOTECHNICAL REPORT AND KEEP ON SITE AT ALL TIMES.
MENOMINEE
CONSTRUCTED 1'- ' Call before you dig"
3. CONTRACTOR TO PREPARE ALL SUBGRADE PER GEOTECHNICAL REPORT DATED SEPTEMBER 26, 2017 FROM TERRA -
_ ASSOCIATES INC. 1 REVISED PER CITY COMMENT LETTER DATED 12f21 18 JPE 04/02/19 �` — rEEancru: Irma lase �
ar HwaorrrrL: We iae5/�gpi
2 REVISED PER CFFY COMMENTS DATED 05 07/19 JRE 06/03 19 �. 1 5O+ � CITY
4. SEE ARCHITECTURAL 3 REVISED PER CrrY COMMENTS TO C2.0. C6.0 & C6. JRE O6f 21 f 19 `�. E°' '�. Hein
SITE PLAN FOR SITE E T
SIGNAGE, 4 REVISED PER CITY COMMENTS TO C6,0 JRE 06/25/19 UNWN J. Eaves/J. Hein ONE DATUM
REVISED PER CITY COMMENTS TO NGPA & WALL HEIGHTS JPE 07f23f19 CHOCKM S.
Nelson kfi TO Planning/Budding/Public Works Dept.
EI NOT OW Ni,
NO, REVISION BY DATE APPR ++ SCALE +aaa r+aLr
950 Pacific Avenue, Suite 450
Tacoma, WA 98402
2 3- 72-4 03
ROLOGIS
12720 Gateway Dr., Suite 110
Tukwila, WA 910
200-4 1 4.702
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
R
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DEVELOPMENT ENGINEERING
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PRLIS RENTN 9 11 16 18
001 MONSTER ROAD SW °°":
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Record Drawing documents 03-15-2021 J
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PAVING, HORIZONTAL CONTROL PLAN AND DETAILS � 15 �51