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EXISTfNG eONCRETE
CURB & GUTTER
- - - ~LANDSCAPE SHIP
' 23.77(T)
NrA €CH' Ex. REW
PROLOGIS RENTON 9
1 MONSTER ROAD SW (NORTH)
A PORTION OF THE NW 1/4 OF SECTION 24, TOWNSHIP , RANGE 4 E., W. 1,
CITY OF RENTON, KING COUNTY, V A HIN T N
KEY NOTES:
❑1 REMOVE EXISTING POWER POLE. GEE
GENERAL NOTE 42, THIS SHEET.
EXISTING 19 SOEWA■
GQrTCRETE
23.89(PW) ■
--So 00 0. s ■
- ■
TRAl+,911ON SMEWALK TO
rrExr FYIsIIrc CONTROL ■
JOINT, NOT YORE T14AN
15 FEET
DE 1iAL DETAIL 1ocinj
To)
SCALE, 1 5' LIP T(W) M
Ch i Ttuu) P�J6) W[ � P(4 >" f44FFri f(LJC} PpJG f`[UG} s'[ } 7 1'lu4J {Ilo? Ifte)
#� T4•} s�Vo1 TIWs) TLL,r.� Tls}__ __ _'�� �[uo] �'No1 - uo so - - sa - uG a��y�k - �u,r] - Pfua}
Ife)1kv!0 i __ _ ----- - _ .. -BUG) - prom iw{Llq] �I J L
CEN€1NE IJf]{, _ _ r - - w T+, - w =_ t 11
P T' 22+08-. STA 22+2J3.6$ NORTH ALJC NYEN w � �' � � � - w ` w � � - w w „F -
T # ��LEV - 24,68 _ �• RC; 23F55S1 J STA. 254-20.31, (NORTH ALJGMVEN1 _ ... w
v1 �t I _ - - STA.; fit+69.19, (ENTRAnCE AUGNWENT) L J � # - ] r SfA:, 56+36.30, (EAST ACCESS AUG MEf�fT ■
� N=t763T&G463 MONSTER iFt LEY 5;$� - - _ ) .
f n w _ - - - E=129T42-7.6966 ++- - n ^ 1sL- � h#-f7 2ff_6323
_ P€, 2�t41,p5
pR 11 CiP 1 fi14TERlA1 24+00 ELEV = 26.44 E=1291698,6957
ELEV 24.88 _
~ PL�C_ 21+06.67 � � - - 23+00 - _ � : _ � _ ,:�� � + ELEV = 27.Q7 _
ELEV = 23.Ed 22+Oa -' - +-� -� ` _
CENTERUNE OF E41ING ORNEWAY ZS ■
OENfEPLINE 30' DRIVEWAY _ REhtD4+E 4NR} CONSTRUCT NEW CURB
- - - - - MATCH EX BACK OF CURB,
#� -- r. ENTRANCE - SEE DET 4, SHT_' C$_3 & GUTTER -.SEE DET. 3, SHT. C6,3 _ BEON NEW CURB & GUTTER 26 ■ 0 I„I„ I
- STA. 22+2&68, 29.6f' R STA: 234-26.53. 29.60E R OA1TCH EX. BACK DE CURB, P€ @ FACE GE SDI STA., 24+94,31. 29,4I" R CENTERLINE 40' DRNEWAY
a PT Ixl1+EACE FNfSD UATCH EX. BACK{ OF CURB, STA, 24t41.0.5, 37,60' f� ENTRANCE - SEE DET. 4, SHT. ,3 ■ � I-I••I
N=f7629�,89D0 hF=f76258.474b ENO NEW CURB & GUTTER N=T76i95.5253
MATCH EX_ O�fil[ OF 0U1 FACE Qf SJJIRJ� N=I76210.7t02
E=12914179461 END FEEUV Ct�RB &GUTTER - E=f291519.3368 STAB; 23t54,M 29,60' P - �._- E=1281662.7644 STA4 25+20.30, 29,37' ■
BEGN NEW CURB &_GUTTER STA: 22+31,66, 37.60' R2 E=12�T610_�7% ELEV = 26.80 + �iATLT� J X. BA CH OF CURB, ■
r - E1J<4+ _ 5-24.58 S€+ 22+57.43 29,84' R ELEV = 25,5B 1=�76249.T535 N=1 62&4.9714
STA: 2Tf76',79, 30,74' J� � N=t7fi282,0976 � - _ RJ-i762&tzOQ2Q � ELEV = 25.52 - E=129is8b.375f�'1
_ - . E=]281537,Q6f13 END PIEW CURE & GUTTER
N=1763�Q5.3435 - E=1297�i8.3136 ■ L.J
' a -- E=12914 5_Qf12 E - - - ELEV = 26.61 ANCL
E=12B1369.9448 ELEV = ��24.62 " EL
ANGLE = 5 T - ,S T +^ �± _ .25,77 - - -- --- - --- 2&58 STA. 25+46.31, 29.44 R - ;■ U-
AINGLE PT � FA OF SDWLK ELE`+ = 24,21 � SQy 17 LANE _ � 4 - so - Sh sn - � � LTl - _ - _
MATCM EX SOMA, MON _ - � � y - - - ---- --- - - ---- -- � � - saw�r�r N=f7$474,0054
NEW &D LK & LANDSGARNO Sri' 21+ 7,42, 39,68 f t r ss :m _ f -
f�=f 76303.5983 ABC C,` Ek, OURi6 � _�� �� �� - p�,rrt = �r _ �1 � - o ` 3s - z � E ELEV 91707 ■
1--■
StA' 2f+09,14. 32,f9' f� _ _ . �_. _ ..: - - - - - - - - piwc rr'u�5
E-12813c -0482 _ - - �` _ 27.26
N-176317,8385 ELEV = 24.13 itual 1 ,. - a '' ri''�"*. ++ *'.. ::._. _- -� :-��_ R - - - _ __ - _ --r, e # +.. + + - _ _ ■
IEI.E4+ 23.77 �- ^ ,ylGlL' a �` '� s� w lb
.. "-0 b - '.-t+:i s}•. - -.�9 �'S _.
i�!r_ J: - • _ Ii I l ~ to
�# PCF4CE OF S2�4iK a 4. _ {�
MAP CH JX BACK 4F CBR�, F
BEGIN NEW f & 9J€T STA. 23+55.57, 37,60' R -_ � } •' ! �■
STA: +98,22, 29
7957 1296125_35 240 28
,r I ELEV - 25,90 ■
+J�7 PT: 61+11,4 J==T29T483,6117
Q � II - ELEV= 2 x2�
SS
C.1�*
LPL 554-39.73 _
GENERAL NOTES:
MATCH EX.: BACK OF Cf1R -
aEGIN' NEW 'CURB & CUTTER-
MATCH EX SDkK. BE M , do DRWAY ENTRANCE
NEW SD41 K & LANDSCAP& TA = 22+07.68
STA = 21+09.14 ELEV = 6
ELEV = 23,77 24.71
VATCR EX. BAGS( OF CURB,
BEN f EW OURS &: _GUTTER
ELEV = 24.21
VEWAY ENTRANCE
STA = 22+f3, 8 N)Gq PaNT-
ELEV = 24.M STA = 2 +380
24.41 ELEV � 9
24.67
1. ALL ELEVATIONS ARE TOP BACK OF CURB UNLESS OTHERWISE NOTED-
2- ALL EXISTING OVERHEAD UTILITIES SHALL BE BURIED ALONG PROJECT STREET FRONTAGE IF IN USE AND
REQUIRE TO REMAIN AS SUCH BY SERVICING UTILITY. UNDERGROUNDING OF EXISTING POWER LINES IN ALL
STREET FRONTAGES IS REQUIRED BY CITY CODE.
I
CENTERLINE! 30' DRIVEWAY CENTERLINE -OP EXIST AIG DRIVEWAY
ENTRANCE - SEE DET. 4, SHE C6.3 REMOVE AND CONSTRUCT NNW GARB
STA = 22+28,68 & GUTTER - SEE DET, 3, SHT C6.3
- STA = 23+6.53 .-_...--
24.58 MATCH EX. BACK OF GURE3, ELEV = 25,�5
EN6 NEW CURB & GUTTER
BTAi = 22+57.43
ELLV = 24,95
I `-END OF ryDRI VEWA Y EP
STA.- = 2 +0M 69
ELEV = :E6§43 25.09
DRi SWAY ENTRANCE
STA = 2+43.68
ELEV =21,66
24.72
CE '--MATCH EX. BACK TF
�CURB,
BEWN NEW
sTA = 22+98.22
ELEV = 2:
MATS EX. BACK OF CURB,
END MEW CURB & GUTTER
STA 23+54, B3
ELEV 25.77
0' IT 0' 40'
1 -;20'
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21+00
22+00
23+00
24+00
MONS7ER
FK)AD
NORTH
ALIGNMENT PRORLE
HORZ. 1 R-20'
''r-PT, =
CONSTRUCTED
1
REMISED
PER
CITY
COMMENT LETTER DATED 12/21 1 B
REVISED
PER
CITY
COMMENTS DATED 050.7f 19
3
REVISED
PER
CITY
COMMENTS TO C2.0. C13.0 & C6.
4
REVISED
PER
CITY
COMMENTS TO C6,0
REVISED
PER
CITY
COMMENTS TO NGPA & WALL HEIGHTS
NO,
REOSION
EXJS DNG GRADE 9 PROPOSED GRADE 0
SDUTH TOP I8ACK OF 0URB,'TYP_ NEW BACK OF CURB, TY�.
EXI'STI G: CRADE @
ROAD,OENTERUNE, TT. DRJVEWAY ENTRANCE
EEE =
26.47
MATCH EX. BACK OF CURB,'
BEGW NEW CURB & GUTTER
& DRJVEW6Y ENTRANCE
.STA = 24+94.31
ELEV = .EXISTING GRADE @
26.80 ROAD_CENIER�E, TYP.
EX�S TING UR40E 9
FSOUTH TOP RACK OF CURB, TYP.
' I
CENTFRLJNE 40' DRVEWAY,
ENTRANCE:- SEE OET, 4, SHT. C6.3 r
STA = 25t20.30
ELEV = 26. 61 ■
26.58 _DRIVEWY ENTRANT ■
Tr', = 25+40.30
26.79 _� - - - - _■
■
■
Z
�~
Z CO
10 W
CO
MATCH EX s CIS OF CURB, ■Im
END NEW CU48 & GUTTER ■
DRIVEWAY ENTRANCE ■ LL
STA = 25+46.31
ELEV = 27.2
co
1. � r. �s� r � �
EN I
25+00
RECOI1111-DRAWING NOTE:
THIS CONSTRUCTION RECORD DRAWING IS A COPY
OF THE APPROVED CONSTRUCTION DRAWINGS
PREPARED BY INNOVA ARCHITECTS AND HAS BEEN
EDITED TO REFLECT ASBUILT CONDITIONS. THE IOAIAI, >
INFORMATION PROVIDED ON THESE RECORD
DRAWINGS IS A COMBINATION OF FIELD SURVEYED RECORD DRAWING
INFORMATION AND DOCUMENTED FIELD REVISIONS. 03-15-2021
Knowwhat's below.
Cal I before you dig.
JPE
04 f 02/ 19
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DATUM
.
CI T 1 F
7mRENTON
Planning/Building/Public Works Dept
JPE
06 03 19
�;
J. Eovm J. "n
JPE
OEf 21 f 11
JPE
06/25/19
J. Ewes J. Hein
OOE "m
ATE LE
1rhey mM
SCAU A000FOMY
JPE
07f23f19
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S. NeIaOr4
BY
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REUSE OF DOCUMENTS
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PRUDE M 01 NMI ,IdIC}R1ECSi AM 111 MIN Tp K Ul"I,
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'IIETIEIJ Affi ErAtION up IIf&M +JtlCF11EC9S
architects
6 Pacific Avenue. Suite 456
Tacoma, WA 98402
25 - 72-4 6
PROLOGIS
12726 Gateway Dr., Suite 110
TukMa, VVA 98168
266-414-762
28+00 R-404218
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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PROLOGIS RENTON 9 11 16 18
01 MONSTER ROAD SIN °°"° C
P,Cf:
Record Drawing documents 03-15-2021 ou11{ , 0
MONSTER ROAD SW (NORTH) PRINCIPAL. ARTERIAL. .1 0
FF ITE IMPROVEMENT PLAN AND PROFILE SHUT: � L�:51 0-