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KEY NOTES CONTINUED. ® EXISTING MONITORING WELLS, PROTECT OR REMOVE, PROLOGIS RENTON� LEGEND GENERAL NOTES:
T5 ENVIRONMENT CLEANUP AREA " COORDINATE WITH FLOYD SNIDER-
ADC4`. SEE FLOYDSNIDER 1. ALL WORK WITHIN THE CITY RIGHT-OF-WAY REQUIRES A RIGHT-OF-WAY PERMIT FROM THE CITY OF
PLANS FOR EXTENT OF WORK & TESC PLAN. ® EXISTING ATERMAIN, NOT SURVEYED, IN THIS IVI I � I �� - RENTON-
COPY OF THESE APPROVED PLANS, SPECIFICATION, AND DETAILS SHALL BE ON THE SITE DURING
AREA- CONTRACTOR WILL REMOVE OR ABANDON IN PLACE- DEMOLISH EXISTING ASPHALT CONSTRUCTION.
e 25 CONCRETE BUILDING SLAB AND FOOTING DEMOLISHING LIMITS, A PORTION OF THE NW 114 OF SECTION 24,
0 CONTRACTOR TO ® EXISTING WATERMAIN, NOT SURVEYED, IN THIS AREA IS TO BE DEMOLISH EXISTING CONCRETE 3. LOCATION OF EXISTING UTILITIES AREA APPROXIMATE. IT SHALL BE THE CONTRACTORS RESPONSIBILITY
CONFIRM DEMO LIMITS WITH ARCHITECTURAL PLANS, CAPPED AT PROPERTY LINE- TOWNSHIP 2 , RANGE E 4 E., W.M. TO DETERMINE THE TRUE ELEVATIONS AND LOCATION S OF HIDDEN UTILITIES- ALL VISIBLE ITEMS SHALL
CITY OF RENTON, KING COUNTY, WASHINGTON DEMOLISH EXISTING CURB BE THE ENGINEER'S RESPONSIBILITY.
W 7 PROTECT EXISTING .SANITARY SEWER LINE WITH ORANGE 0 EXISTING SEWER PUMP STATION WAS DECOMMISSIONED AND 4- CONTRACTOR SHALL CALL AND ARRANGE FOR LOCATE OF EXISTING UTILITIES WITHIN THE WORK ZONE-
� CONSTRUCTION " ^"`w~-w� REMOVE UNDER THE BUILDING DEMO PERMIT, - - - - - - - - SA CUT (PER DOE MANUAL CONTRACT SHALL REPLACE EXISTING UTILITIES DAMAGED AS A RESULT OF CONSTRUCTION ACTIVITYAT
FENCING. _MONSTER CB GRA * "" w� CB STQ GRATE TYPE I SSMH TYPE II 48" CB STD GRATE TYPE I CB STD GRATE TYPE I
(04J INLET) _ -M - w � RIM=24.44 RIM=26.36 RIM=25.79 RIM=25A2 BMP 015 } CONTRACTOR'S EXPENSE -
FENCING. W RIM=z2,93 - � � �'� � �_ � * � � 18• CNC I.E. w=21,24' 12" ADS I.E. E=15,26' 12" CNC 1•E S=22.44' 12" ENO LE. E=22.62' 5. DURING CONSTRUCTION. ALL PUBLIC STREETS ADJACENT TO THIS PROJECT SHALL DE KEPT CLEAN OF Co
15" ADI IIE. E=20.18' � ss~ sue _ 18" CNC I.E. E=21.34E 12" ADS I.E W=15.46' 18" CNC I.E. W=22.24' 12" CNC LE. N=22.57' EXISTING II ATEF ALL MATERIAL DEPOSITS RESULTING FROM DN-SITE CONSTRUCTION, AND EXISTING STRUCTURES SHALL BE
*PROTECTED AS DIRECTED B THE CITY.
-sr SD SD SD s gp ter- - s - JI' � 1 ti 4 y } METER NOTES: 6- IF GROUNDWATER IS ENCOUNTERED AT UTILITIES TRENCHES, THE CONTRACTOR SHALL DISPOSE OF
CO STD CRATE TYPE I GROUNDWATER IN ACCQRDANOE WITH THE CITY OF RENTON REQUIREMENTS. +
� RIM=25.94
1 - 4 7. CONTRACTOR SHALL COORDINATE ALL WORK WITH THE OWNER. OUTAGES SHALL BE SCHEDULED 72 Co
12" CNC LE NW=23-44' -CB STD GRATE TYPE I
CB STD GRATE TYPE 1 4 B D G c �' RIM=27.19 HOURS IN ADVANCE- r
RIM=23.28 RIM=23.45 `�� _; '� 12" CNO I-EE=23.54' EXISTING METERS ARE TO BE REMOVED
113" DI LE. E=19.78' _ ti * .. 8" P~ IE, N=24.24' 8- CONTRACTOR SHALL PROVIDE LAY DOWN AND WORK STAGING PLAN TO OWNER FOR REVIEW AND
18 DI LE, E=20,75 ' a} CB ETD GRATE TYPE 1 AND REPLACED. NEW METERING NUMBERS APPROVAL PRIOR TO ANY CONSTRUCTION WORK.
18 DI LE, W=1�a.88 1 " ADS 1,E, 'k=20,a5' w r RIM=26-81
SSMH TYPE 11 48° y 12" CNC I.E. N14=24.81' WILL BE ASSIGNED BY THE WATER PURVEYOR 9- SEE LANDSCAPE PLANS FOR TREE AND LANDSCAPE RETENTION PLAN.
0 RIM- 2,85 Yk SSMH TYPE II 48" � � R=�2} � � x � � � 12 ONO I.E. SE=24,91 AFTER INSTALLATION. NUMBERING OF THE 10- SEE LANDSCAPE ARCHITECTURAL PLANS FOR EXISTING LANDSCAPE PROTECTION AND HANDLING.
�- 12" PVC I.E. E_ .1Q' s� RIM=24-17 8 = _ 1 fiC -#
8" PVC I-E-=17-00' 12' PVC LE. w=18.57' x EXISTING METERS IS AS FOLLOWS'REMEDIATION NOTES:
CB STD GRATE TYPE 11 " PVC LE. SE=18.37' 7 ey DOMESTIC METER IS 3" - RADIO 154771030
W 1. REFER TO SHEETS X1.0 THROUGH X6,0 PREPARED BY FLO`D SNIDER FOR ADDITIONAL INFORMATION,
(40360 OOR MAPPING}
RIM=20.s� � �. � � �� a . _ �
rr 15" ADS I.E. W=14,51; A10'19,36 FIRE METER I 10" - RADIO 15494-768
18" ADS 1.E, s-14.48 I R=524-9c' 2, GROUNDWATER AND SDIL BELOW A DEPTH OF 3 FEET BELOW GROUND SURFACE IN AREAS OF CDNCERN SHALL BE TREATED AS
8" PVC I E- SE=15-36' L=94-B1' 4 1 _ �� w (#0061361 COR MAPPING) CONTAMINATED. STORM ATER THAT CONTACTS CONTAMINATED SOIL OR COMMINGLES WITH CONTAMINATED GROUNDWATER IN THESE
CB ETD GRATE TYPE II AREAS, AND DEWATERING WATER FRDM THESE AREAS, SHALL AL3D BE TREATED A3 CONTAMINATED.
RIM=21-76 SSMH TYPE 11 o 48'�
k x 132,71'
8' PVC I.E. MN=16.91' R1M=24-59 I 11 9 3 5 3. THE SOIL AND GROUNDWATER REMEDIATION 'CORK SHOWN ON FLOYD SNIDER SHEETS X1.0 THROUGH X6.0 MUST BE CONDUCTED j�
12' P C 11 E. W 116$4' S° UNTIL CONTAMINATED SOIL IN ,4QC4 HAS BEEN REMOVED FROM THE SITE AND ENGINEER APPROVES SOIL TESTING RESULTS AND CO
6" PVC I.E. E=16.39" J I =1'30: x c - ?L � 06 STD CRATE TYPE I DIRECTS THE CONTRACTOR TO DBACKFILL, PRIDR TO COMMENCING OTHER WORK DN THE PROPERTY,
rr 125 PVC I.E. NW=17.89' 2 ' R=235. 8 RIM=2 RIM=26.34
W SBS'C4'53"'k 115,01 SSMH TYPE 11 fii L=7.51' }1 " 1 I,� 5'�= I.E $ PVC I.E. 5E=23.49
fi � � RIM=28.5Q 0-74, IF GROUND DISTURBING ACTIVITIES EXPOSE CONTAMINATED SDIL, PROVIDE AND MAINTAIN TESL BMPS TD PREVENT EXCESSIVE
� + � � F" � * � �
' # 8" PVC I.E. N=24.a0' -� � F S=P6,8 � � �� " CB STD GRATE TYPE 1 TORMWATER FROM CONTACTING CONTAMINATED SOIL AND PREVENT ALL STORMWATER THAT CONTACTS CONTAMINATED SOIL FROM 9
° - x - w w - w 6" PVC I.E. 5W=24.20' w RIM=26.30 CONTACTING NON -CONTAMINATED SOIL OUTSIDE THE AREAS DF CDNCERN AND FRDM ENTERING CATCH BASINS OR STDRMATER
SSMH TYPE 11 48°
RIM 23. 1 7 # g $ ° 8" PVC LE. SW=23.50' SYSTEM- IF CONTAMINATED WATER MUST BE REMOVED FROM AN EXCAVATIDN, IT SHALL BE CONTAINERIZED AND DISCHARGED TO
1 , _ SANITARY SEVER IN ACCORDANCE WITH KING CDUNTY DISCHARGE PERMIT AND
8' PVC LE N=18.11' 6 c-' fi fi
C � � :-tx 9 � 1 � � � k� � RENTON REQUIREMENTS. �
8" PVC I-E-=18-31' ,+' C I * SSMH TYPE 11 48"*+
%V 0 1p� RIM=20.45 5, REFER TO SHEETS X2.0 THROUGH X6.0 FOR SPECIFIC PROCEDURES FOR 0�
ywy PARCEL' { 8" PVC I-E-=15-15' CONTAMINATED MATERIALS HANDLING IN ADC4.
y 5�MH TYPE II 48" 1 � t � � � � �f � . '
R1M= 7.15 .... ---❑ 16 a 1 000�13u KEY NOTES.
8'+C I-E. N=23-95' 11 + 1A B STD GRATE TYPE I, - ! I
SDMH TYPE 11 48 � 8 RIKI=28.58 3z'2fi 11 7 1 DEMOLISH EXISTING BUILDING- GEE ARCHITECTURAL DEMO
RIM=24.13 8' CNC I.E. SE=23.95' + I24 SW168.72' PLANS.
. =.25' 1 $' DI I E- N=26.68' h � Lei
18'° ADS I.E. N=13,73' 3" DI LEQ
`F�
18" ADS I.E. 5=13,83' p 1Nr3 � � �° DEMOLISH EXISTING CURES.
PARCEL #{ Cp
` � ❑3 DEMOLISH EXISTING FIRE Hl`DF�ANT-
I I $ $ +M1 ' SSMH TYPE 11 48"
2423049120 1
17
RN=28.51
®
ABANDON
& REMOTE EXISTING WATER VAULT AND METER.
`
.:
# . ... '
12' PVC I.E. E=14.31'
0
DEMOLISH
EXISTING FIRE DEPARTMENT CONNECTION.
11
2 t7
12' PVC I.E. W-14.31'
CB STD GRATE TYPE II 1
RIM=24.38
SSMH TYPE II 48"
EDWITH WATER �1
_
�
� "�
� �
S" PVC I.E. N=14.61F
®
DEMOLISH
EXISTING CONCRETE PAD,
9
RFlILB
i .�.
PAF EL
�
-
U B
SDMH TYPE II 48'
8 PVC I.E. NW=15.53
18" ADS LE. SW=118'
-
8m N. I.E.=18,07
p
=6'3B'03°
CB STD GRATE TYPE I RIM=31,47
RIM=30.90
0
`'
R 288.48
12" ADS I.E. E=27,67'
DEMOLISH
EXISTING CONCRETE SIDEWALK,
CHANNELED TO E & S.
�, 3 A n
18
w .
19
!
12" ADS I.E. SE=28,55E 10" AD8 I E W-27 27'
A
Co
L=33,17
NO PIPES EVIDENT F -
I ! 12 ADS I.E. W=28.40 12" PVC I.E- SE=27-67' ® PROTEST EXISTING CATCH BASIN WITH ORANGE CONSTRUCTION �[
24 i c 8" PVC I.E. SV=27.77' FENCING. W
CB STD GRATE TYPE I
yi I ti=11'35'49" RIM=33.74 ❑
C6 STD GRATE TYPE 1 2 1 "il R=182.53' S" PVC I.E. NE=31.54' DEMOLISH EXISTING BOLLARDS -
CS _ - 8" PVC I.E- W- L=37:01'
18" CMP I.E. s-24,04' ..Y 15 x I I 1 O DEMOLISH EXISTING SANITARY SEWER MANHOLE.
S01'19'39'E 889.09 B" PVC LE, N=24.34' :# y I' I GB TQ GRATE TYPE I '
R1M=41 1'I DEMOLISH EXISTING SANITARY SEWER PIPE. ,L
s CB STD GRATE TYPE I 17 12' PVC I-E. N=39-07' s
RIM=24.31 28 12" FVC I.E. s=39.37' 12 DEMOLISH EXISTING WATER VALVES AND PIPE-
1 architects
6° CMP LE, 3=21.46' i i
1 18" CMP I-E- N=21-51' -
� ±�. � � 13 DEMOLISH EXISTING CHAINLINK FENCE-
8" PVC I.E- NE=22-31' _
� - N00'58'35"W
SSMH TYPE II 48"
RIM=24.79 C6 STD CRATE TYPE I 81.89' (C) 14 DEMOLISH EXISTING CATCH BASIN, 0 Pad l Avenue, Suite 450
� ' 1 $ N01'03'19"W
(FULL OF WATER) RIM=24.17 •, i i I 81.81 (RI) Tacoma, WA ]�+ L
5 18 CMP LE. N=21,67 t I CB STD GRATE TYPE I 1 DEMOLISH EXISTING STORM MAIN,
18" CMP IE, 5=21,57' -
i .f-�4. f f s 2" PVC-
1 E- N=42.04' 16 CAP AND PLUG STORM DRAIN PIPE- TO BE ABANDONED IN - 72-40
• ;' , i, I 1 12" PVC I-E- S=42-09' PLACE-
CB STD GRATE TYPE I'
y N01'21'12
RIM=35,22 4 I 11'
} " C 1.E w- zs�,os' 17 NEAT LINE SACUT-
CB 5fD GRATE TYPE I C6 STD GRATE TYPE I ,�' . � �Client:
RIM-28,3fi RIM=25.69
P E EL 18" Chip I.E. E=19,5fi' lax CMP 1,E, w=21.3 ' 1 ' ..... 15 18 REMOVE EXISTING TRANSFORMER. COORDINATE WITH SERVICING
113y CMP LE. W=19.56' 18" CMP I.E. N=21.59' + �; # MONUMENT5: UTILITY.
OB STD GRATE TYPE II ® 8" PVC I.E. N=20.18' * '+ i'i A=FND 2' BRASS DISK W/ PUNCH
2423049122 IN CONC IN CASE DN 0.60 1`v� REMOVE EXISTING UNDERGROUND TELEPHONE LINES,
R1M=zs,s� Ee STD GRATE TYPE 1 � x *� . fi4 �� 6 +. � o COORDINATE WITH SERVICING UTILITY,
q �+ 18" CMP I-E. E=77-35' RI�I=28-19 �
18" CMP I-E. W=17.35' _ I i B=FND MIC 2' BRASS DISK W/ PUNCH
� 1$" CMP I-E. E=20-84' � 12
n 8" PVC I.E. N=10.45' 15 I IN CONC DN 0,70
SDMH TYPE II 18' CMP I.E. W=2C.89' , ".fi.. 0 REMOVE EXISTING UNDERGROUND GAS LINES. COORDINATE WITH
RIM=24-E5� 1 18" CMP I.E. N=21.64' _r' �I I C=FND ,IC 2" BRASS DISK W/ PUNCH SERVICING UTILITY.
18' GMP I,E. E=15.65 •• I I IN CASE ON 1.0 PROLOGIS
12' PVC I.E. 5=15.75' y
2 " AD5 1.E N=15.55E - 1 REMOVE EXISTING OVERHEAD POWER & LIGHT POLES.
M1 y,; . • , f�,.. ,. - .t, k. ;i5r3;. -. = .fit. _ mar_ .
COORDINATE WITH SERVICING UTILITY. 12720 110
M1 ° RECORD DRAWING REMOVE EXISTING UNDERGROUND POWER LINES. COORDINATE Tukwila, WA 98168
_ - =�- Y _ # WITH SERVICING UTILITY-
SSMH TYPE 11 48" - -- -- - -- - - - -- - -_ 03- 5-2021 - 1206-414-7625
R!M=24,5fi � � � � � � � � � � , I � NO RECORD INFORMATION
�" DI I E- E=24.51 .: t x 23 AREA OF CONCERN 1 (AOO1 - REFER TO REMEDIATION NOTES
8' PVC I.E- SW=20.56' _ -- I SHOWN ON THIS SHEET. ON THIS SHEET AND BMP &KEY NOTES ON SHEET C ,1.
$° PVC I.E. N=20,36' �, � x" � �� i #
'I CB STD GRATE TYPE I -
. ` � �� ��� RIM=54.38 4 AREA OF CONCERN (AOG) REFER TO REMEDIATION NOTES R-404205
SSMH TYPE II 4B' ON THIS SHEET AND BMP & KEY NOTES ON SHEET C .1-
RIM=25.D3 12' ADS LE, 8W=52.38'
6" PVC. I.E. 5E=20.93' � �-� - �- � _ � � ' r ' 12* PVC I.E. N=49.53E
8' PVC I.E- W=20-73' +I ' 12 PVC LE. S=49.58
N OMPLIAi E WITH IT OF F E IT N TAN DARD
SSMH TYPE II 48" T-
RIM=25,81
8" P�r0 I-E- NW=21.26'
CB ETD GRATE
9' PVC LE. SE=21.36' + PARCEL RIM59 00 i 4I
fj T_ /� /� 12" ADS I.E. NE=55.30' I #
dill
13 I y�
SSMH TYPE II 48"
RIM=28.50 TED
8" PVC LE. S=22.40' Ln
8' PVC I.E. N=21.90' I - 1 REMISED PER CITY COMMENT LETTER DATED 12/21/18 JPE 04/02/19 MAVVtfM ALE
E REVISED PER CITY COMMENTS DATED 05 07/19 JPE 06 03 19 DUMM 1"=50'
y � 3 REMISED PER CITY COMMENTS TO C2.0. C19-0 & C6-2 JPE O6f21/19 J. Eaww J. Hei
�rs �, S5. 4 REVISED PER CITY COMMENTS TO C6.0 JPE 06/25/19 arm J. Eom/l Heirs
�Ci , REVISED PER CITY COMMENTS TO NGPA & WALL HEIGHTS e� rt
� J PE 07 f 23 f 19 cr�E+�ve AT Fkm_..
N 8`35'S3 S. Nallaw IF NOT awF u�,
105,31 NO. REViSICIN BY DATE APPR A Aaaa►,ah+GLr
L' 25' 50' ' 0OY
=5Q'
YMCAL- mho IWO
H0ftZ hIiAL: HAD I203/t99,
DATUM
Know what's below.
CarII before you dig.
..' CITY OF
3. RENTN
Punning Suilding Publi Works Dept.
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DEVELOPMENT ENGINEERING _
mair 07131 /2019 Ir
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DATE U)
PROLOGIS RE NTN 9 1 1 1 6 18
01 MONSTER ROAD SW FlEUDeaaf
Record Drawing documents 03-15-2021 P,4G�0
DuuAIH{ W4.
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DEMO PLAN AND NOTES ,Y: CC
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