HomeMy WebLinkAboutR-404217KEY NOTES:
r: T3+46,f Q�' ST4:3+� 3B_d` L
PROLOGIS RENTON
E=i29i833:' 96 STA. t3+Bt, Q, 33:94' E=19783359
! MONSTER \ ROAD (EAST) STA: f 3 : 46.40, 2109' L 1 834_5372 ' . �I ti
ANGLE Pr � BACX � � srA; 13t74.93, ��.�� L. �
STA: t2+99.79, 32.94' L N=1759MT087 T: 13+59:0 39.19' L N=175965.T35�4
PORTION OF THE NW 11 OF SECTION 4 TOWNSHIP 3, DANCE 4 E., W.M. n=17588&4448 �=129a839.1801 �=,7 �� F=129+01A397 ' '
E=T29 89 T548 A. 14+01.92, 2.2t L '
E=T29f836 T2�2 � t,l^T75B98,5693
RELOCATE EXISTING UTILITY VAULT
COORDINATE WITH UTILITY PURVEYOR
APPROXIMATE RELOCATION SHOWN SUBJECT
O ► x �, Yk CITY OF F Ef TON, KING COUNTY, W H I OTO# AN PT 0 BACA of SD�x EL. _ 41:9s STAB; 13+4&79, 20.sQ' L 1291�51:1645 TO FINAL UTILITY PURVEYOR APPROVAL_ GEE
,Itl 4 OF SD44T1( STA: 12+75,12, 23,54' L N=1758,M6457 STA: 13+&58, T9, �.
ANGLE PT F4 TABLE THIS SHEET_
y ti STA' T2+7CT i7.60' � N=175863,9347 E=1291847,06,3f N=175982-02
x E=1291845.W4 E=T291853:2693 REMOVE EXISTING POWER POLE. SEE
w W 75665.3058 E F V= 4&. A -
E=12918518624 JN4 GENERAL NOTE #1. THIS SHEET-
rA
17
J M=T7559:7i7J0 _ - - '~ -____ ---- 1 �___ 48 -- - - - - oE co
E=T29T858.7810 - --- 50 --- -
4 -LU
: bl
NU PT LFA OF Sd LIC
W
_.
. - El' CB 7 TYPE 6 ..
- ....... .,_, -_.v .: �IA1A STA: 43+01 Q3 �
2B_99'� L
yr. -M1 C8 (PIJEUC}, TYPE 1 � TIQ a1 FFEM ) 1A1 (PiJ t"- +
. .` 14=175&89.784p EX.6 . .TYPE, 8'R M1 ,
�'�'-� � � ,5NGU1 LINE `STA: T2#f6.63, T3;-¢O L PI: i2+67.96 ExISTING GUTTOM r E 1-L
M=f75505.7458 EEV = 44,66
LA�JE STRIPING - ,
'- - - - 0 12+60 E=1291857,3J73 4 " '.
'- o� ��*
i1#OQ STA: ST`10.: 13+01,91 1& PUBLIC 25 LF 7 0 CPEP SC 2Dt
LLI 9+90 ', to+QQ og 10
ST4: 1T+04:00, 0:62' 799.655a - - E=1 9T850.5015 12"
- - - STA-- f 2+55.7, 15.99' L 3,Q�Y 1 "
1�=755"t18 I E=1291858:7656 }` P: i3f50_i3 ` ' ,
TYPF T - E=1291&62,856 11+28.85, 10.7i' L STA: lf+S5:04, 14:82' N=175844,6372 ELEV = 36-33
--... 'N7-175717 N=175774.0292� MONSTER RD E=12918,U9P30
1 ETA. 10:+50.00, 14.39' � 5Ta: t0+82:29, T0:55' � E=1291862,1836 }. E=1291860.74,33 STA: iFt98,59,..TJ3 �7 � z
- � STA; T0.44:00, 12:1F' � �� C G � �
� w ' w -'mow - 14 � .. I�=175�7i'�3��8� �r �,' - �M'��^ n' � -
N=,�2:9�31 �=T75�3�.�T�� I - -. �-' ^ ' �
E=T291863:4389 -- - ��f29i85Q 7778 j -
E=t2?i862 7751 I E=1291563.369------ ----- - - - ---- _---
irr.1-175963.r102
-1s:ass tELLvo:+ O
CURB FLOWUNE TABLE
RADttJS 0 FACE
OF CURB FLOWNE
P=T 17 65' CENTER RADJUS POIN r
L=27.57 N: 175943,M
A=%3'25'32' E:129T965-08
•
so
10
x 4pi
.:I----�-�---- .. STA: i0+64,39, TO,77 L- �,
- STA, t3+75-Q0, 20.01' L _� 1
x=175653.4�7s.- .. NOTE- NEW LOCATIONS ARE APPROXIMATE
EX. �14. r?F�E � � hT=T75yE�1.035Q � �
E=T29T863.6425 r
CL D � _ �r�sla4s.ssss EX. r.Ba, fl'PE f � * _ � � �
UNTIL ACCEPTED 13Y THE POWER COMPANY:
I EX CPAA V2 TrPE ' r . EX CR iW5 TYPE 1
O
Q0
0
L TL.11TL k1A �,
BEGIN C�J{ B. GUTTER
�4C SIDEWALK IMPROVEMENTS
60, vc
]Go' VC
PVI STA = TO+74,00
OF
PA STA = 12+5T,91
STA = 10+03,82, 17,1t L
PVf ELEV = .52-17
PVI ELEV = 46.49
ELEV = 57.96 (MATCH EX.):,,
A.C. = 4,12%
A.B. = -7:33
�- K 14.5$
PROPOSE�D
AQE @_
K = 13,64 ,
_
WEST CURB I FLO MJNE, tYF.
ti
�I
o
_•
`�' GFIJ ANGLE POINT
`�' STA = 10+5C.00, 1.39' L
CD
Ei(15rt�NG GRADE
CEL ANGLE POINT
1
+ EL V = 5.3. 94
�'
"'
ROALI CFNTEPLI iE,
M
g,
l
cam'
r
'
rS
�
TA = 12+98A, 18.37' L
CEL AN PO+SIT
"'
'
�
CrL ANGLE POINT
CN
#
ELEV = 4T.58
SIDEWALK TABLE
NO,
ANGLE POINT LOCA-nON
NO.
ANGLE POdNT LOCAPON
NO,
ANGLE 0O(NT LOCATION
A�hN�1LE PT 0 BACX OF CURB
ANGLE PT @ BACK OF SDWLK
ANGLE PT 0 BACK OF SO LK
STA: 13t98,98, 24.00' L
N=f75994.6407
STA; T4+35.92, 44.38' L
N=176W,1179
�7
STA: 1,3+98,37, 40.62' L
N=175998.8565
E=T291852.2f 61
E=1291&4?_1167
E=T29f 836 4472
ELEV: = 32.73
ELEV. = 31.24
ELEV: = 32,48
ANGLE PT @ BACK OF S&M-K
ANGLE PT @ BACK OF S{ W-K
AINGLE PT @ BACK CIF Sf}1iKX
STA: 13+94.69, 31,56' L
N=T75991,9272
$TAB f4+50.24, 36.94' L
N=17600,9933
STA: T3+89,30, 36.04' L
M=f75986.7084
E= f 29T843. 5290
E= Q91861.8768
E= T29T 837. 5182
ELEV: = 32,83
ELEV. = 30.33
ELEV: = 33,TT
MGLE PT 0 BACX OF SOKK
ANGLE PT @ BACK DF Si W-K
ANGLE PT 0 BACK OF SO44LK
STA: 14+00.63, 46.70' L
N=T76003:454.3
I�
STAI; I3+96.20, 35.15' L
N=175994,6828
�9
STA: f3+89JR 42-04' L
N=T75987.8714
E=T29T53f.T993
E=129184Q W5
E=1291831:6320
ELEV. = 32,40
ELEV. = 32.52
ELEV: = 33,2Q
S.TA. 1 STA = 11+28.85, 1 J:71' L CEL ANGLE PQ#1 T -
CFL ANGLE POINT o�
ELEV = 5 .01 ELEV = 50.42 �° STA = 124-16.83, 13.50' L
STA = 12+55.79, 15,99 L o
ELEV = 47.53: -t
} / ANGLE POINT ELEV = 45.31 r<, GRADE FREAK 9 C
- ,
PVC I' - oTtj = t1 CILJ_a�, f0.82 L _ �3 .ao, U.ar
5O - - 3: T ELEV = 48.61- § ELEV = }3.
CEL P-O. T_
GENTEWNE PI STA = 13+7`1.46, 20.33' L CU
X. 69 LE STA = T2+67.96 ELEV = 33,92 EN
12'!0 ADS SO- _ I I ELEV = 44,68 CENTERLINE EC &
@ 4-23 Ex. 155 LF ,. _ STA = ;3t50.13 ST.
F�l 3r3 - ELF
EX. CB i3, TYPE GFL fiNCLE POINT '4.80 CEL P:O:C: REMOVE EX_ 38 V
STA: 9+92.T4 16.31' L EX. CB#M2, TYPE ] STA f0+8 ,29. 10:G5' '� TA 13+ ,79, 20,50' L PVC SD CAL
R1M = 59.00 I � ' ELEV = 52.07 � � � I � : -� � - � 9.9� BECI.
RJJ.1 ,� 9.0 = 55.311} STA; 70+49,76 21,83 f ELEV = 36,51 STA
RIV = 54.38 _ _ _
4O 11, 12', - ..-= 49.53 - - '95 1�._ _ ELEI+
I.E. 121 (SW) _ 52.38 � � -81% - - - � � � � � -14;A:
Rim
-k LIE -
LE. . IA PLlBtIG), E 1 I LE.
EX: G84; TYPE f
- STA. -124-04.79 21.19 R RIM' = STPA � 42.06 STA: 12+ 0.29, 0.11'L 9
Pt f - 47: 9 I.JE. 12' (N) =- •-38.61, CPEP 8 LE-
f.E. 12 (S) = 42.09 p
EX. GB 5 TYPE T O
t.E 12 (N� = 42.04 F
STA. 1 _4�_ 8.754 30.0O' R
30 '.E. 1 n (5) - 39:37 E. CBjd , TYPE 1 '
ILE 1 " (N) = 39,D7 (TO BE REMOVED) �
RECO DRA NG NO STA: 1+7.61 ' 6.6 0' L I I
RIM = 33, 74
EXtS77NG GRADE 0 �,E, 8p �NL'� = 31,�4 � �
j 4OAD GENTERU f, TYR THIS CONSTRU TION RECORD DRAWING IS A COP Co l :(PD O)' AEI
' - ROAD E P � OF THE APPROVED CONSTRUCTI N DRAWINGS
PROPOSED ADE 0 PREPARED BY I NOVA ARCHITECTS AND HAS BEE STA: 13+ 6 , 0.331
HORZ. 1°=20' WEST CURB OWUNE, TYP. EDITED TO REF ECTASBUILTCo DITIONS. THE Rim 42-7�32.71 5TA = 14
VERT. 1a=5' INFORMATION ROVIDED ON THE E RECORD I.E. 12� (S) _ 29-99 $.75, CPEP STA = 2.
DRAWINGS IS A COMBINATION 0 FIELD SURVEYE i.E. 1 (NE _ -29-9 - 8.64, CPEP
INFORMATION ND DOCUMENTE FIELD REVISION . P OPOSED p - LIC 25 LE
`0 12 0 CPEP
+ 3. %
cr3 os Y r� �a t as � {o cal �' Ln r n r� ` r-- " un " V_ us rn
�? I N l r'7 _ I - -11- r� r-] n o r-7 - d r _] r I
0o ca Ln rj c.i 6 a� of co r cDj �i rj _• o-i r �i �i
st ry � O r" r} s p rr] 03 r 1 r] cv
�1-] L Ln 4E3 L0 4i-} `L] 4-} V_ -4. M y` it V rr) r"-} r'7 i"-} rF} �"7 i"-}
10+00 11 t00 12+00 13+00 14+00
NEW,
EIIISTJNG CONCRETE
CONCRETE L6 SMEWALK
SOEWALK
EX. EE' --
EXiSTNG CONCRE�
CjRB & CUTrER PROPOSED CONCRETE
CURB & GUTTER
I DEWALK DETAIL
SCALE: 1' = 5'
POWER VAULT TABLE
fY0.
EXiISRN9 LOCATION
NEW LOCATION
STA: 11+72.9, 16.7' L
STA: 11+73J% 20X0' L
A
N=1757�t,77
N=17576T.73
E=1291855,T13
E=129185LBO
STA: 11+81:21 MY L
5TA. 114-M.2, 19:8' L
N=17577102
I1=175770: Qf
E=129185ST7
E=12918.52 Q3
STA. 134-69-1, 34-3' L
N=17:5W T,59
E=1291835:0D
STA, 134-72-2, 32-T' L
7
N=1759�5 42
E=1291837.55
STA 134-76-7, 32-8' L
E
N=175971196
E=12.4T837.66
STA 134-814, 31-3` L
E
N=17597e,82
E=129184Q.6T
�. � LL
_ CENTERLJNE MT
5+28:62, (EAST ALIGNMENT) = r
274-73:15, (f1DRTrI Ua E T) hic
R= T 76' 05. 6770 oY
+ : E= T29t'92R Z594
j
}ONAL
GENERAL NOTES:
1. 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
40'
FRONTAGES IS REQUIRED BY CITY CODE- CONS 1 f7UCTED
1 REV15ED PER CITY COMMENT LETTER DATED 12/21 16
JPE
04/02/19
411'
REMISED PER CITY COMMENTS DATED 05 0.7f 19
JF.'E
06f03f19
Know what's below.
3 REMISED PER CITY COMMENTS TO C2.0. IS-0 & C6.2
JPE
O6f21f19
C a II before you dig:
4 REVISED PER CITY COMMENTS TO C6.0
JPE
06/25/19
5
REVISED PER CITY COMMENTS TO NGPA & WALL HEIGHTS
JPE
07 23 19
MAMYM
SM&
1 * _ 0'
HwaoNrru rem i�eS/i44+
D ATU M
CITY F
� F E T ON
Planning/Building/Public Works Dept.
6
REVISED WATER QUALITY TREATMENT VAULT C3-0, C3-1, C3-4, & C3.5
:JPE
09 20 19
DE. +EU,
J. EOVe� ,I. 'ten
7
CONSTRUCTION COORDINATION SET
JPE
10/21 f 19
8
CONSTRUCTION COORDINATION 5ET - P5E/513WLK RD;ISION
:JPE
12/20/19
� J. Ewe/1 Hein
WNW
*TfmWOE
r NOT W hanm
SC&E A000 DM T
9
PSEfSDWLK REVISION CITY COMMENTS C6.0 & C6_2
JPE
1/14/2020
CH00CM
S. Nelson
NO,
REOSION
BY
DATE
APED
wwftem
50
ao
30
u
REU E OF DOCUMENTS
W DOMMIM W EUN 920 REMMMLI IN
A0CCTMMKi SM WAC M-23-07C JOO U WTER 19.34
WNWOKIC ar TWS DO WL MAJDAT THE
00MOT, 4w OrwKArpm me gprlxAK
Mi51 PART OF THE PRWOVI q WMCF, IS THE
MWUM OF NWHA Mrct99M wa IS MDT To K UW1.
r INU a R war. FOR MY GTPV PMECT >tNUUt
�T7EN A�rE�ORG,4i10w � xnDwr+J1oi1EC9S
architects
950 Pacific Avenue. Suite 450
Tacoma, WA 98402
253-572-4903
PROLOGIS
12720 Gateway Dr., Suite 110
Tukwila, VVA 98168
206-414-762
15F00 R-404217
IN COMPLIANCE WITH CITY OF RE{3TON STANDARDS
DEVELOPMENT ENGINEERING 0 19 PLANNINGDrVISlON
bbannarth 01 /1100 APPROVED
PROLOGIS RENTN
01 MONSTER ROAD SIN
Record Drawing documents 03-15-2021
MONSTER ROAD SW (EAST) COLLECTOR ARTERIAL
OFFSITE IMPROVEMENTS PLAN[ AND PROFILE
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