HomeMy WebLinkAboutR-404216A0
z
O
z
LJJ
rr
rU)
V
O
J
O
rr
n
0
Lf�
U
SS-WAT CROSSING
GRADE = 27.02, 2.0' COVER
CROWN WAT
= 23.00
IE WAT
= 21.95
CROWN SS
= 25.01
PRIVATE SS CLEANOUT #3, SS I.E.
= 24.30
I N:175670.68 458•
E0a 1291344 9 1z81jQ! 4&
111
a
RD
L_---
4335F PRIVATE 8"0 PVC
W W
®3.83q W
o
CB#13, TYPE 2, 60"0
N:175650.51
-
- - - - - - - - - --LA291
SD - SD SO
'�U SD - SO D S ��0 -So
0�
/ PRIVATE GREASE INTERCEPTOR
VENTS PER MANUFACTURERS
O
- ss ss
SPECIFICATIONS
/
G
RIVATE GREASE INTERCEPTOR
t`�QJ 14
0 CASTLE SINGLE VAULT SYSTEM
ll OR APPROVED EQUAL - SEE
DETAIL SHT C5.0B
sN
N:175606.83 #3
'�
1-1 A96 'E- E:1291285.56
4,&-LF PRIVATE 8"0 PVC ®
O
ss
1.0%
O
PRIVATE SAMPLING TEE,
3-
N:175601.52
Pv0 ®
E 1291276.35
8 m
�� PAIN F�
-
EX. SSMH-S
TYPE 2-48
STA: 0+10.00, 0.0 '
I
-
SANITARY SEWER EXTENSION
PRIVATE SSMH#3, 48"0 TYPE 1
N ;;;66 4 A �9. N:175647.70
L E:12M327.72
44' 6" THICK ETHAFOAM PAD
22 -24-LF PRIVATE SS CLEANOUT 11,
PRIVATE SS CLEANOUT #2, „ „«,n ,�
PRIVATE 8" 0 N:175671.66 N:175671.72 .---6*r�
�J----�56�3�8-
T
PVC C900 E:12MM.9 E1291463.7
® 9r86*1.4X RD RD p
RD RD RD
10 LF PRIVATE 8"0 PVC
2.00% PVC a 1.007.
-&4. LF PRIVATE 8"0
60-5✓ LF PRIVATE 8"0 PVC ® �� a7% 67
---- ---
PRIVATE SSMH#1, 48"0 TYPE 1
. 75663.98 N �5ss+38 -F- ,P94 396 96 E:12M397.45 W -
W W W W W i3VdW0'
CB#12.--TYPE2.48"0 1 '
L - - -4t47566a67
SS-WAT CROSSING
GRADE = 27.70, 2.64' CO> R PRIVATE SSMH/2- TYPE 1
CROWN WAT = 23.79 (POTHOLED) 1 _
IE WAT = 22.74
CROWN SS 25.011
SS I.E. = %4-30
SS STM CRO Wt
.64 COVER
CROWN STM 21.41
SS I.E. =
I
SCALE: 1 " = 20'
30-T
WATER NOTE: - _$
/ - WATER MAIN IS SHOWN PER DESIGN,-
/ CONTRACTOR SHALL POTHOLE AND FIELD
/ VERIFY THE DEPTH OF EXISTING WATER MAIN.
28 / CONTACT ENGINEER IF DISCREPANCIES OR PROPOSED GRADE
/ CONFLICT EXIST.
�- SS-WAT CROSSING
GRADE = 27.70, 2.64' COVER
OWN WAT = 23.79 (POTHOLED)
IE WAT = 22.74 22-24- LF
26 CROWN SS =-96.86-25.01 pRIVafE
/ SS I.E. = -2+35-
/ 24.30 PVC C9
0 1
Cl-
4 LF qt W Ii i
/ PRIVATE 800 PVC
24 - i A
20
EX. SSMH-SW2, TYPE 2-48"0
STA: 0+10 0.00'
RIM = 26.94- 25.74 18
I.E. 8" (S) = 21.36, IN
I.E. 8" (E) = 21.36, IN (NEW)
I.E. 8" (NW) = 21.26, UT -
LADDER - EAST
16
14
12
PROLOGIS RENTON 9
601 MONSTER ROAD SW
A PORTION OF THE NW 1 /4 OF SECTION 24,
TOWNSHIP 23, RANGE 4 E., W.M.
CITY OF RENTON, KING COUNTY, WASHINGTON
SEE SHEET C5.OB FOR -
AS BUILT WATER IN
SS 00 STA: 0+5as,
SS Co STA: 0+6a6, 11191-
THIS AREA.
0.61 RN1m 26.12
RIM= 25.02
C PVC (E&VO - 22.94
C PVC (E&W) = 23.04
I
CONNECT TO EXISTINGOf
BUILDING SEWER LINE25
'WYE" I.E. = 24.
71WITH
26.06w
25.78
CLEANOUT "WYE"3LF
h6"
----
--------
------------
"06"xl-1/4"
26.246"
REDUCERPVC
/ "P" 26.25RIM
= 29.78 26.TRAI.E.
= 24.6t 4LF 4"34'x42'
® 1.0'
NEW 6" C
NC.PVC
PAD FOR COMPAC
OR.
w 38LF 1-1/4"0
"SLOPED TO DRAIN
PVC FORCEMAIN
Q
E-ONE MODELINA0133POI
STA:0+510, 0.71
GRINDER PUMP (OR
I
26.25
��
26.24
RIM= 26.18 APPROVED
EQUAL) -SEE
PUMP
TAIL 1 SHEET C5.OB
YSTEM POWER &
14r�
SQUARE DRAIN
REMOVE AND REPLA
E
26.25
w/ BOTTOM OUTLET
34'x60' EXISTING C
C.
CONTROL BOX PER
MANUFACTURERS
7
RIM =X�7
TRUCK APRON. RE
FOR TRASH COMPA
RADE
OR.
SPECIFICATIONS.
TRAPZILLA M- C
REMOVE 35LF OF TRENCH
GREASE INTERCEPTOR (OR STA:
+58.Z, 0.71
DRAIN. INSTALL NEW CAP
APPROVED EQUAL) - SEE RIM
26.07
AT END.
DETAIL 2 SHEET C5.OB
TRASH COMPACTOR
PAD GRADING
& SEWER PLAN
�21111��Z iL Q W C
-I 6748-LF
60-55-.LF RIVATE_ P
_ _ 0.796
BUILDING FINISH FLOOR
30 ELEV = 29.78
30 - - - - - - - -
�I
II
I
R6
TE 8
"0 P C ® 1.007
-- --
I I
�.u7fi 12»0 D I. WATER AIN f I I
_ 4-- I 1
I
8�.;{�1 52-49-LF I _ - - 14 I I
8"� PVC PRIVATE $ro
TVA -1 -
� I I
_per-C9 N
14 ®a.gg1. I --- ---- ---- ----- ---- ---- - 1 1
SS-STM BOSSING I I
GRADE = 27.72, 2.6 ' COVER 1 1
IE STM=-19.8i-19.78 1
CROWN STM=-24.44-21.41
SS I.E. 24.25 - - - - - - - 120
- - - - - - - - - - 18"0 CPEP SD-
15 0.11% PRIVA SS CLEANOUT 11,
1 PRIVATE SSMH#2, 48"0 TYPE 1 STA:2+86.5, 5.81 1
RIM = 29.06
'RIVATE SAMPLING TEE 1 RIM = STA:1+6 .8, 1.4'L I.E. 8" W = 25.88 I 18
STA:0+74.3, 2.2R I I.E. 8" (E) -IN 24. , PVC L 1
'IM �_ 27�-i- 26,79 RIVATE SSMH#1, 48 0 TYPE 1
" - , 011T 22.5 I.E. 8" (SW) - 24..45� our 4.46, PVC + W.99
, 1A90
E. 8" E UT 22.52, PVC PRIVATE SS H#3, 48 0 TYPE1 IM = 29.46r 29.31
() _ CB#13, TYPE 2, 60"0 14
RIM 27.46
' STA:1+ 4, 0.8 R / BACKFLOW VALVE -
. 6, CPEP I.E. 18" ( =}8- RIM j� 27. .:- 8" (E) =P&P9 IN 25.02, P 16
J19.76 CPEP I.E. 18" (E) _ +9-�8- I.E. 8 (NE) 24.29, IN 24. 6, PVC E. 8" (N) _ � IN 25.02,
PRI VA TE GREASE IN TERCEP OR I. E. 8" (N W) 9.46, IN 23. 7, PVC �,
Ell20.56, PVC I.E. 8 = . _ Pyc10 LF E. 8 W = , OUT 24.92, VC
OR PPROr%v EQUA - LF I.E�n (SW) PRIVATE 8"0 PVC CB 12, TYPE 2, 48"0
SEED TAIL #3 SHT C .06 " PRIVATE SS LEANOUT #3, 0 2.00% RIVATE SS CLE NOUT #2, #
PRIVATE 8 0 PVC RIM = 28,74
' 34.8'R STA: 2+19.7, �- 14
. , 3.83% RIM = �8- 2 30 7.3'L LE. 18" (E) 19.94, CPEP
MULTIPLE ACCE S LIDS, SEE DETAIL RIM = 27.44 I.E. 8" (S) = 25 40, OUT I.E. 18" (W) - 28-12 19.94, CPEP
FOR RIMS I.E. 8" (SE) 24.80, OUT I.E. 4 (S) = 2; .2 9- 26.34, PVC
IE 8" (NE) =SIN 22.71, PVC BAFFLE ELEV.
IE 8" (SW) = 2249, OUT 22.52, PVC BAFFLE ELEV.
12
�FN
00n
.
Co
O N
NN
�0
CD0 C3)
00N
Co
00 CO
Op
O 0000
O
t\ COLn
t\ CO
d-
Co
I�'V-
N
03
N
Co NO
Do
Od N
C4 co
N
00
N
co
N
CN Do04
CN N
Do
04 N
00
NN
NN
SANITARY SEWER PROFILE
HORZ. 1 "=20'
VERT. 1 "=2'
28
PATJ
24
22
20
I�
I
12" 0 ROOF
DRAIN LINE
BUILDING
FOUNDATION
3442' NEW 6T CONC.
PAD FOR COMPACTOR.
SLOPED TO DRAIN
SCALE: 1" = 20'
30
28
26
- _T4r Q•A
� REMOVE AND REP
�DRAIN
SQUAR
CZ
11151 w/ BOTTOM OUTLET 34 x60 EXISTING CONC.
RIM = z1(r9� 25.97 TRUCK APRON. REGRADE
U
REMOVE35LF OF TRENCH FOR TRASH COMPACTOR.
-
DRAIN. LL NEW -CAP"
24
6" CLEANOUT "WYE*
AT ENE.
6"xl-1/4" REDUCER
CTR. INLET = 0.2;-
INLET CAWD 90T. OF S=IURE
= 24.04
= 29.78
-RIM
I.E. = 24.6t LE=
18
CTR. OUTLET =
INLET CALCD BOT. OF S1RU
= 24.08
CTR. OUTLET =
3LF 4"0 PVC
CTR.INLET =
" -Ipi-�
22
CONNECT TO EXISTING 6-
2Z
PVC ®1 OX
BUILDING SEWER LINE
"WYE"
TRAPZI MODEL#TZ-160-ECA
WITH I.E. = 24.5t
GREASE INTERCEPTOR OR
f ONE MODEL#NAO133P01
APPRO
EQUAL) - SEE
GRINDER PUMP (OR
DETAIL
SHEET C5.OB
APPROVED EQUAL) - SEE
STA:O+
a71.
DETAIL 1 SHEET C5.OB
STA-0+52.10,
011.
ss co r- 5411.
0281
20
RIM= 26.18
0.6'L M- 26.12
Ir (EW - 2294
.
_ 4r PVC (EMt
,*04
�
O CD
N
N N
N
COMPACTOR DRAINAGE PROFILE
HORZ. 1 "=20'
VER T. 1 "=2'
RECORD 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
INFORMATION PROVIDED ON THESE RECORD
DRAWINGS IS A COMBINATION OF FIELD SURVEYED
1 REVISED PER CITY COMMENT LETTER DATED 12/21 18 JRE 04 02 1s 1 INFORMATION AND DOCUMENT D FIELD REVISIONS.
2
REVISED PER CITY COMMENTS DATED 05 07 19
JRE
06 03 19
CONSTRUCTED
1 1 DUCTED
3
REVISED PER CITY COMMENTS TO C2.0, C6.0 & C6.2
JRE
06 21 19
4
REVISED PER CITY COMMENTS TO C6.0
JRE
06 25 19
5
REVISED PER CITY COMMENTS TO NGPA & WALL HEIGHTS
JRE
07 23 19
6
REVISED WATER QUALITY TREATMENT VAULT C3.0, C3.1, C3.4, & C3.5
JRE
08 20 19
7
CONSTRUCTION COORDINATION SET
JRE
10 21 19
8
CONSTRUCTION COORDINATION SET - PSE/SDWLK REVISION
JRE
12 20 19
8A
REVISED WATER CONNECTION PER CONFLICT WITH HP GAS MAIN
STN
10 30 19
9
PSE/SDWLK REVISION CITY COMMENTS C6.0 & C6.2
JRE
1 14 2020
10
CONSTR. COORD. REVISED ROOF DRAIN CLEANOUTS, ADDED CB#7A
JRE
1/16/2020
SURVEYED:
SCALE:
1 a = 20'
11
REVISED WATER SERVICE LINE TO BUILDING
JRE
5 13 2020
DESIGNED:
J. Eaves/J. Hein
12
REVISED ADA RAMP DETAIL 2, SHEET C6.2
JRE
7 24 2020
13
REVISED UTILITIES FOR TENANT IMPROVEMENTS
JRE
8 27 2020
/ /
J. Eaves/J. Hein
ONE INCH
14
REVISED PER CITY TENANT IMPROVEMENT COMMENTS
JRE
9/15/2020
CHECKED:
S. Nelson
AT FULL SCALE
IF NOT
SONE INCH
CALE ACCORDNHGLY
NO.
REVISION
BY
DATE
APPR
APPROVED:
0 10 20 40' Know what's below.
1°-20' Call before you dig.
HORIZONTAL: HAD HAD 1913/1991 ' CITY OF
RENTON
DATUM
Planning/Building/Public Works Dept.
14'-6" x 8' CONC SLAB
- FOR ELECTRICAL -
REFER TO STRUCTURAL
i PLANS SUBMITTED FOR
OLLARDS, TYP. 2 TENANT IMPROVEMENTS- -
LACES _ - - - UNDER SEPARATE PERMIT.
N 14' -6" x 40' CONC
SLAB - REFER TO
STRUCTURAL PLANS
N SUBMITTED FOR TENANT
/ I ° IMPROVEMENTS UNDER
° SEPARATE PERMIT.
t
1 °
I
I °
°
@,�
3"RBA IN ABOVE
GROUND HEATED "HOT
I BOX" (2'-2"x5'-10") PER
I 3 / C.O.R. STD. PLAN 350.2
I
I3" DOMESTIC
I METER PER C.O.R.
I STD PLAN 320.4
I
L ° I
14'-6" x 20' CONC
SLAB - REFER TO
s STRUCTURAL PLANS
° SUBMITTED FOR TENANT
3 ° , IMPROVEMENTS UNDER
SEPARATE PERMIT.
WEST WATER
3 SERVICE �• Mac,
Q !4�$ 0 ram_ f
SCALE: 1 " = 20' Q+ 0
RECORD DRAWING
03-15-2021
REUSE OF DOCUMENTS
14S DOCUMENT HAS BEEN SIM ElECTROWALLY IN
ACCORDANCE NRH wAC 196-23-070 AND CHAPTER 19.34
RCW. UNAUTHORIZED ALTERATION OF ANY OF THE
INFORMATION ON THIS DOCUMENT 1HLL INVALIDATE THE
DOCUMENT, MY CERI1FICATION AND SMILATURE,
THE IDEAS AND DESIGNS NWRPORATED HEREIN, AS AN
INSTRUMENT OF THE PROFESSIONAL STRVICE, IS THE
PROPERTY OF NNOVA ARCHITECTS AND IS NOT TO BE USED,
N NHIOLE OR IN PART, FOR ANY OTHER PRO ECT WTHOUT
NRITTEN AUTHORIZATION OF INNOVA ARCHITECTS.
architects
950 Pacific Avenue, Suite 450
Tacoma, WA 98402
253-572-4903
ient:
PROLOGIS
12720 Gateway Dr., Suite 110
Tukwila, WA 98168
206-414-7625
S-404203A
W-404203A R-404216A
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
H
H
DEVELOPMENT ENGINEERING
Bbannwarth 10/28/2020 z
PROLOGIS RENTON 9
601 MONSTER ROAD SW
Record Drawing documents 03-15-2021
ADDITIONAL TENANT UTILITY
IMPROVEMENT PLAN
z
W
V J
DATE
11/16/18
F1ELDBOOK:
PAGE:
O
J
DRAWING NO:
C5.Oa
O
SHEET: OF:
16 51