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DE OT PROLOGIS RENTON 9
FL) FACE �� WSDf}€
STD PLAN F-45,10-02,
SEE SHT,C6.4 i601 MONSTER ROAD SW (NORTH) �
3106 FL)
A PO TI01 OF THE NW 114 OF SECTION 24, TOWNSHIP 23, FLANGE 4 E., WM a
r44 Y� -'Q - ° ■ CITE' F f E� TO , IN COUNTS', I� A HIN T N �
■
■
ja
332�4�1 ^ ■1
0
CURB R P PER WSDOT T (FL) F �4 3206 y
STDi Io F-40-15-03, 322,
r
Cl
f 4
� f�� 32.49 PADILTS 0 FACE J
OF Cft6 FO1NE K4ayvo � u¢l Diu f
32,40(BW) r t,j.•=25.OD' _ ■ t ' , � r I
32,50(6W) Q . �$W) II 32,73(€C) L=34.44+ , �j'rTisD} {-
41q�8 .�8, f 32.59(B '} 1r7n5'46 l ua} y 1 r
32.51 CENTER RADIUS POrN€ �r 0
- � H' f 75987.34 � {� } � �rucJ � pf�i � a � - s _ � � � �U#
- - - - - - - E: r291828, 83 *W* - sp = a sa ,pry - srr SD
FACE OF WALK �w� *�W�w�w�*z ++-W-tir�w�w- 7
F , i; x�w- y,�w w-w-w�w-w�hr-w-w
L=858'Q ■ y*� y� -*~w- w�
d�f 9'4p' 32-63(FL) LL w w � l w- W-
BAOK OF WALK w k
R=,3T, 00' 33.11(FUi) MONSTER RD SW.4 r
L=71.94' 33.2�(6W) 26t0C PR,NDFAL pRWERIAL - -
l�ZZ1Q4'Q0y 15.85' 33 f3[TO) c
.21 CENTER R,i81 PO1NF -#------ - :
APRUF1l U. T SOLE O r T FAQ OF S>4pti( 27+OG
ArfGff P€ FADE AfA€Ctq EX- BACK OF CURRB. END
- N.175950.14 26+55-3& �18 Of' R
E. T29T647,92 STA., 26+40ACIr 39.7O N=r764&QT 5Q NEW SDWJ & LANDSCAPING
6.00' 33,25 - ,n -
33,2t E.Y. N=f7615,3865 F=129T80T.2O96 STA, 27t10,28, 34,.TQ' R
33.07 E=1291790.825-4 ELEV = 21#,88 N=176101.06113 .- ANC PT � FACE OF3SDhLK
1 ELEV = .28.00 E=129T856.8847 STA. 27t39.34, f34,T0 R GENT93 WE INTO,
33.4t EX. , J=LJ=V = 28.43 N 17606T.6432 STA: T5+2d6Z (EAST A�LJGNWENI
33.24 ANGLE PT FAQ OF SDY�TJC P` J-1Z9187p,7034 STA- 27+73.fS, (PJ014TH ALJGNWENTF
EMSTING PRIMARY PSE LUMNAIRE ,180X' ER COR I� ELEV = 29.OT
i STR: 27+09.0.3, 39,97" R I Cw=17r3t05,6770
VAULT MTH 5 CONDUITS STD PLAN T20, E SHT. +- �
33.63 = _ -_- - - _ - - JY=176096,2512 MATCH EX, BACK CF C J2g. f rPl�= r29T928,2594
RUNNING tJORTH 1L- 3 - =-y
33,67 $4( EX, LT1R6 - -_- - ----- E=1291853-2963 NEW 51711TJC LANTJSC PING ELEY = 28-95
ELEV = 2850 STA: 27+413,33, 60,E R
N=176062.2433 _
33.' S 33,67(€C) , a : d E=129T878.6809
33,8# EX. ? ELEV = 2&199
ice{ 5 ,5
I 1 PT @ BACK OF S,DriTx { }
33-9 B 33-89 34-1 EK E I!S?1NG NORTH ACCESS 1� STA; 28t37.98, 47,65' R �. .� . '. d � .' 28 . �
34-4t Ex. � 34.�t EX- � LID TO LARGE � �
2a_ unJDEfGROIJNI VAULT wrrTlr 1 ■ �arlrEr7aocx of sD
34 2 CONDUITS RUNNING t AMGE PT @ FACE: 0. SD
3d.47 NOf�TM 1 .. STA, 26+53.44, 56. R STA. 26+95.22, 47. R 1 , '
EXISTING SOUTIi ACCESS N=T7610 .9389 I JL
LID TO LARGE � N=T76095,6439 AN PT @ BACK S'J1Ye4c i ; J _ -
1 E=f29f 6.0718 E=T29T83J,8043 d
34,7� Ek. UhiDt=ROROlJ�1D VAULT s � = 28.80 STA: +07,32, 49,83' .
3 7f Ex. 34.53 ELEV = 26.87 k1=17 0222 #
3 49 ANGLE PT 0 RACK OF SOM-k E=12 7 6f18 � � 2
DETECTABLE WARMING
SURFACE PER WSDOT
;7TT7 PLAhi F-45 10-G2
REMOVE EX. HANDICAP
RAVP, REPLACE 44171-1 27,97(FL)
NEW SfDIEWALK MATCH EX
-2s.47(Tc) ,
VA
€CH EX.
SE -91T 16.4
28.31 FL) 15 FL)
- ' T)
2a.ti
fUS 0 FA{yC'.�E7
OF CURB FL014LfNE
R=55.18' 28, 73(9W)
TRAhl,,RTI� SIOEWALK TO
31
Nal ExTSTrw CONTROL
(FL) �. j CENIER RADIUS. P014 JUN!; NOT MORE THIN
NiT7599 . 15 FEET,
205
r'
2&44( )
78.94 TC) op CURB RAMP' PER WSDOT
Bi4{Y STD PLAN F-4D.15-03,
LW
VATN EY. BWj RAD?US 9b BAN
28. OF-90EWALA
�g �R=43.88
L=f 2, 44'
21L65(FL 29.12fB�4ti �f6'18'55°
MACH FX- CENTER RAMUS PUN' �-
2925(BIV;' N:175995-2' k5
E: f 291958.1 '
TRANSJ€JON TO
J
NEXT E7(CONTROLHANDICAPPED DETAIL #4
JO�MT, NOT
OT MORE THAN _
T5 FEET
Me
SIGNAGE & _49
CHANNELIATION NOTES:
1- REFER TO CHANNELIZATION PLAN SHEETS FOR Iv
ADDITIONAL CROSSWALK- STOP BAR AND �*
CROSSING SIGNAGE INFORMATION-
ADA RAMP -LANDING NOTES:
-Q2
STA: 26+97.24, 54.97' R ELEV 8.66 1
N=T76087,578
34,69(FW)0 3 _s EX.
E=f29f _s,3 7 FOR CONTINUATION-
1- MAXIMUM SLOPE IN ALL DIRECTIONS IS 1-5% FOR ALL
RAMP LANDINGS-
T.50
V 10' 20'
34- 79{815)
I Ek.
C�
i .2
SEE SHT. C.O�
27 92(FLI
34.61 34.9f EX- EMST1NG CEN€URYLINK G EN ERA L NOTES : � $�, � DETECTABLE IMRN�NG
34,72 PEDESTAL WITH ONE OC IDUTT 28-42(TO) SURFACE PFR WSPO,
35.Df Ex. R?JNNWG III', ' S€PLATY 45.IG-02,
.
34,62 `. 44 TC) � 4 � SEE SHT. C64
FACE OF WALK 1- ALL ELEVATIONS ARE TOP BACK OF CURB UNLESS OTHERWISE NOTED. �` � I..
L=1i.75' 2 ALL EXISTING OVERHEAD UTILITIES SHALL BE BURIED ALONG PROJECT STREET •�
13# A 37 4'Q5"PBS{FW FRONTAGE IF IN USE AND REQUIRE TO REMAIN AS SUCH BY SERVICING UTILITY- - ___ _ ��,
R=24, QQ
28 3 i4
L=15,67 a C)
�37'24'Oa" 1�
35.74(BrY
a PRO'}
'I
FACE OF WALk
R= 46, Q0'
BA2 OF WALK
R= 40, Q0'
-HANDICAPPED DETAIL # 1 L=15.78' 37.{J1
r _ A=22'36'O�"
SCALE, y' - �'
37.a3(
37-22(ewiV)
� � �o
30.33(BW) 1;c r 28.99(FQ
30,2f 1FW)
CONDITION OF APPROVAL: RAOJUS 0 FACE
ELEVATION SHALL BE REVISED OF CURD FLOI+rLINE
TO 31-07 TO MEET ADA R�20.00,
COMPLIANCE DIAGONALLY 4
30F=34-9'
THROUGH THE LANDING- ,64(F#4) A-10014'58"
OENTER -RADfU5 POINT
N:176050L79
r E 1291858-47
4x 30 OQ(TO)
r
2.0
4
�.> 31.12
i k-26
31.03 g3o-o(rj
CU RAMP PER WISDOT �� 3
£' PLAN F-40.T5-03, 29.90
SEE: SHE 06,4
q1 3Q68 -
cc7l •��
- - - -- DETECTABLE WARNrNG
4T 6.67% .; SURFACE PER WSDOT
STD PLAN F-45.10-02,
FL} SEE 5H-1, C'B,4
3a66
3O.67 635' FL
30.76 )
HANDICAPPED DETAIL #2
UNDERGROUNDING OF E}{IST1N0 POVVER LINES IN ALL STREET FRONTAGES IS ) 28 - 2 ro
REQUIRED BY CITY CODE- p ° 2&09 ^ 13 28.Z0
a.s, architects
I -- - 6 R,4A1P PER WSDOT }, . 28.50 1.2f1,31(�) DETECTABLE rYARNfJdfa
E I'STING GRADE 0 5T� J'LAr� E-ShT5-0 . {
SOUTH TOP BACK OF FUR6, TYF, MATCH EX. SACX OF CURD, END � SEE skl€, cs.4 }} �� f, (TC) SURFACE
r�F EAYPF�45�0�02.
NEW SIDA .LANDSOAPiN a r SEJ= -INT. C6,4950
EI517NGGRADE STA =+1o.�4:0
4949 28.56 Tc PacificAVf1lJ Suite
ROAD GENTERUNE, TYI ELEV = .04 � 2&80 Tacoma, W8402
9R-45 28.66(Bw) 4 4'' 28.45
�•� �� 253-572-4 63
Ll +
PT MA CN E is-., 56 CURB RAUP PERASDOT �'°.. FL
I z'�3- 3(BW) AJJ' ) lI$I l :
0 SOU TN TOP- BAG_-QFLIf�B J��Y
-. 5Ti�f�G GRAD. 0 �63 sT � FL F-4 f - o, 5 .D3, (TC) _
STA _ 7+ OU, 36 --EST-TNT
S T TN (]FCURB, TYp. SEE SHT. C6.4 �p
FOR fsONTINIJATION SEE SHT C6.O �.'� 28.855�
PROPOSED GRADE 9 ;'� .,�M e 2& \
, , 8.E~�� � � �
ErTI�'G GRADS � �
NEW BACK OF CURBTYF2�
PROLOGIS
O 0- KAQ QtIERLINE�. TYF.. D 29.03($W) �
EXISTING GRADE RACE{ OF GOF2a AT MATH EX. BACK OF CURD, END �� �} { f�At�Jr15 � FACE � TC �
SOUTH TOP UACK OF CURB, TYF, NEW OKK & LANOSCAFING, � {BW) (01 i RETURN t�IID-POJl T STA = 27+46.33, 6D, 21' R (NORTH. ALIGNMENT) - RADJUS @ BALM[ ��� 2&95 ccTFr� � �� � (FL)
STA =! 27+37.3l STA = f 4+68.40. 26,8T' L (FAST ALIGNMENT) �' - DF 0E � ,. �` ��� 12726 Gateway Dr., Suite 110
L=�Z,53' 2
ELEV = 28. 6=677a'27' r, ELE�f = � 29.14 L=4305' gw) CENTER RADUS POINT T� rla WA QAIAA
000
0 W
W
Cr m
i �67'18'23' 29.02 'N'- 176{15829
CENTER RADI`05 PONT ���8' L•12R182B,TB 266-414-762
N:T76058.29 � 37(FW)
E_ f 291826. i &
j HANDICAPPED DETAIL #
v_ SCALE: 1 ' = 5' R-404219
LL �n+�o ��+oo ��+oo ,�. Cp
MONSTER TER ROAD NORTH A�GI ENT PROFILE RECORD DRAWING NOTE: �ti f� ICOMPLIANCE WITH CITY F RENTONSTANDARDS
CONSTRUCTED RUCTED HORZ. 1 =20 VERT j_5 THIS CONSTRUCTION RECORD DRAWING IS A COPY
1 REVISED PER CITY COMMENT LETTER DATED 12f2118 JRE 04%02�1� OF THE APPROVED CONSTRUCTION DRAWINGS
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2 REVISED PER CITY COMMENTS DATED 05 07E19 JRE OG 03 1g
DEVELOPMENT ENGINEERING
PREPARED BY INNOVA ARCHITECTS AND HAS BEEN
� � EDITED TO REFLECT ASBUILT CONDITIONS. THE
3 REVISED PER CITY COMMENTS TO C2,0, C6.Q & 06.2 JRE 06121119 INFORMATION PROVIDED ON THESE RECORD " Bbann art1 07/27/2020
4
REVISED PER CITY COMMENTS TO C6,0
JRE
06f25f 19
DRAWINGS IS A COMBINATION OF FIELD SURVEYED l
INFORMATION AND DOCUMENTED FIELD REVISIONS. j�NAL
OKnow what's below.
03-15- RECORD DRAWING Call before you dig.
2021
5
REVISED PER CITY COMMENTS TO NGPA & WALL HEIGHTS
JRE
07123119
6
REVISED WATER QUALITY TRE4TMENT VAULT 03,0, 0,11, 03,4, & G3.5
JRE
08120119
7
CONSTRUCTION COORDINATION 5Er
JRE
1Qf21 f 19
B
CONSTRUCTION COORDINATION SEr - PSFfSDWLK REVISION
JRE
12f2Qf19
8A
REVISED WATER CONNECTION PER CONFLICT WITH HP GAS MAIN
STN
1Qf30f19
1 * = 20'
yard: ,
��'°"'We l9e ' t
DATU
CI TY OF
F E C T C
Planning/Building/Public Works Dept.
9
PSE/5D'WLK REVISION CITY COMMENTS Cti3O & G8.2
JRE
1/14f2020
J. Er ,l. I rt
10
CONSTR, COQRD, REVISED ROOF DRAIN GLEANOU, S ADDED CB#7A
JRE
1/16/2020
11
REVISED WATER SERVICE LINE TO BUILDING
JRE
5/13/2020
at�rm J. EOVW/J, Hein
� * OWwa+
ja;.V.E +Ir
12
REVISED ADA RAMP DETAIL 2, SHEET C6-2
JRE
7/24/2020
CHE S. Nelson*T*
NO-
REVISION
BY
DATE
APPR
AFPR�.�
PROLOGIS RENTN
601 MONSTER ROAD SIN
Record Drawing documents 03-15-2021
MONSTER ROAD SW (NORTH) PRINCIPAL. ARTERIAL.
OFFSITE IMPROVEMENTS PLAN AND PROFILE
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