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40 40 4O , _C1316, TYPE 2 48 F .STA.55+07.80, 24:04'R
�1 iR�� rr rrsni� rwh���'��'�L�
STA: 196+M54 Wry. E'-'WT CTR?JN S ;� ,44� �'�e=-.;
40
( � _ .ter - --.-- �� ( AST) _
,It 9'4 RiP PAP PAR r STA: 54+91.&0, 556t' R (EASE) _ S,A' 44-994X,11.62' (NORTHEAST)STA: 0+75.83, 1.36,E
' STAB: 7i+11,2,9, (11CIRT1rEAST)
YARD DRAIN RIM = 27.08
� an,4-6--Q��;J�TTGZT � spa: 98+33,05 (w�ft. E's�dr crRuiJ€) �_ +,�, �8" N '- 421.58, CPEP
S�"- 44 �74 ° 9 4� a STA: 44+79.38, 21.9 'R
STA, 54+6126, 13,0' R (EAS ,- ( -
_ _ _ fl -24.45 sT,a:a+s,3s,' a�r�aR1HEAsrj II.E. 18� (S) _21.68, CPEP
YARD OAffV T' STA:40+55.81, 17.59'R l.E. -- 3.87 I wrre_ ES�dT CTur�Ej =
AIOPOSE GFAIE
EISrfPdG GRAD. � STA 94+�0.04, 0. Wry_ E'S7dT CTRLMIE) _
Q PROPOSED IDEWr1L}C CENTERLINE WATER, TYP, "T'"°-"T�'� CENTEf�LTfERlVE, TYP. STA:54+48.81, 1292'R F
rrx, �n -7n - , z 0' o ti
I IM = RZT� 5^ 25.67 PROPO E�7 GRADE + ti STA: 70.29, 12. (EAST)
_ TOP OF FlT11NG EL = 24.3t HYDRAf1T TEE, C,o,R.
W n I GRADE I'S 24.96 PROPOSED GRADE � �; STA: f, 11. 44. �h I lQAW, AQ, R (SDUTH) E�ISnNC BADE STA, PLAN 310.1 SHT C5.1
I.E. 8 N 2f.87 WARD DRAIN CENTERLINE, TYP_ CENTERLINE WATER, T P,
� � CROSSING f'fI'E CI�ON+� JUST 1!OP OF FITTING EL = 227f 90' BENO CrNTERLINE DI�JVE TYP.
�- STA:82+95.92, a23'R STk95+18.53, sT4, s+1 i. (wry, r 's T cl nrr) _ #
I,E, 8 (5) 21.87 ! OELOW SIDEWALK DEPTH �� � C.A. R7iOF 152 � (WTI, ESi[T C1RUNE) = 5TA' 54+4t.77, 13.a' k (EASI� w�
0 39LF , ' WAL WA TD aL c. .S' WA L WaY Ta aL0G, 30 3O — - - -- — PT w + 30
} cre. ■��t n nn H T TEE, F
4.5 WALkWAY TO BLDc. I � � (xtE5R = A:46+99.26, a
o LF ) •2o+24�n,1a STD_, 390.1 SFfT c_1 y F. 8u 98LF 4.5' WAL �+AIII
Y TO 611M. �rh. �,� ,� �, ii l7' 70P FITT91GfEL. = 24.f
8" 0 CPEP u CPEP ._ _ _ -
6 0.50 80 CPEP 8 " 0 CPEP sQ' BEND
Q - - I
0.509 sTk a3+96.15 - T. - PROPOSED? T2°0 STORM 132LF
r {,O9Ea 0.50 TTTIING EL 2a1f `�
— _ STA:85+23.69, a251 _STA: 95#93,80 ("IYTF2. E' T CT, UH6 Lf-
C r.a. OeeTi�lTT STA: 45+99.b,1i 1 ' - STA: 52+24.00. .7 3. 0' R 18'0 CPEP O
(WTR, E'SMT 01RUNE) = FlRE T CONN. f WATERATORY CROSSING
Y 0�
Cra, #siTf 3F .S�JDa�LY [1NE
1 0
86LF F 57V STA:44+71.49, 0.25 STA, 9d+58. 3 (WTR, E'skr c N) = 0.23X
amO DJ_ HYORANT TEE, C.0R, STA: 50+88,331:13,0' R T2" D.1, WADTER MAIN
STD. PLAN 310.1 SHT C5.1 - - -
1 w 8p CPEP @ O, D - WATERISTORM CROSSING
�-•• � 0. � 0 � l � 73LF
Z 20 — .. 1 " WAiE_R UA1N, - 20 20' T33 LE T8" CPEP SD - i - , -8��-'PEP -SD 20
o.15z
;r aa� �ST.: + A 83+81.46, a 'R 1 0.1 150LF STA' sa+i _es
. (WTR- E'SWT CTRLANE) _ 17.29 R _" _wTx. E'SWT � TDREINE) =
��� __YARD p,p+ STA:43+37.33, STA:85+34.24�7?.10'R STA:50+81.44 24. L STA:5p+91.37, 21. 'R E'sMr c1R�tE) _ -0.08X
Sl •40+ 46, 0.52,E s �; �.� (wESTj = D DRAIN #4, STA' �,v TEE STA** 13' CBj? 1, TYRE 2, 48 t T o, rY1aE 2, A:52+25,0.Z 4.92 R STA: 50+44.T4, 13,O' R (EAST)
STA?l' (SOUTH) (1Y _ E'Slfr cri�RJNE) = ST,4: 841t6,43
C60. PE 2, 48 0 vERT1CAL ffiNiD ST& 98�61.71 C8 5, TYPE Y-L STA:23+93.88, 0.14R
��,�'y� ;�q ' 4 ;r i' �' b rr": ^' 41 �e '",SST (EAST) - srn:,sa#sa,a (WTT. ESUT crr nvE) _ ! STA•55+86.66 0.81 R
ST 40+1 .11, 90, RENDST'At .48, 6.46,E = L'4' 25.07 STA: �STA:44+59.41, a57'R (WFR. E'S►Ii CTRUNE) _ ) - SfA: . rh. , p4 Mtn � nn''n (VR, ESMT CTDRLWE) ��, a� �n '
ZT
9. 'R CR, l4, TYPE T I,F 8n = 2,7 RIM =- 9 25.29 90, RDEFD OFFlTMGEL t9.7t sT,4: + a, 5 A:34+65.57, 0.08,E ,�-r�� ��°�°°--ram 2&0' Sri W63.52. 3 s' ,asr = T: '�°'��(E,43i) _
- STA: 23.57, 17.65 - -I -- PIM - 28.77 - .T.4: ^ . �7lI _ �- 26.6 STA. , 5. ,0 IN.E_ 8 - _ 3,2 YARD 00IN 5, s ATD`12 S L�R�A CD405 ltf ST4 70+94.34, 16.85':R(N TJ-t1<ASF (f40RTH)
YAOD DRAIN #2, I.E. 8" (5) = 22, 78 r - R - RIH = 3- 30. 5 STA: 35+11. , 10.0A E. 181. (N) _ 20.99, CPEP GI3 , �Tl'PE 2, k S A:52+25.6 •jai . v r. 0 o Ri = - 6- 6- 26.57
J STA: e- a +,�, a" () = 23.2 E fSTIIJG GRADE I.E. 8 (E) - 20 62, CPEP �. 18" N - 20.74 1,E. T2" W) - 23A. CP 24.92 R
A:66+1a34, 286'R I r _ 24.72 �. ) - I ( - E f TI I GRAODF �. i2� (} _ 21.52 CPEP
RIM = 3— 24.95 RI = 09 25.43 (WTR, F' r C?R1Jr�) = CEf�TER�1f�E rYR. I.E_ 4 (�V) _ � 20 77 CPEP I.�. i 8a {�+) _ � 20.74 CP f.f. f8' � 5 STA. ss+5s,a�
I.E. S. I - 21.85 CPEP I.E 8" N - 22.28 - STA:41 07, a10'L f.E_ 8" (N) = 23.70 PROPOSED G ADE � +_E_ 18- (W) _ �� 20 52, CPEP A () _ � CENTERLfNE, TYP_ RIM =46 66- 26.46 (WAR. E'SWT CTRUNE) I.E.I i 8" (S) = 21.52,CPEP
M (:) - () - HYDRANT FEE, c-c-P-. I.. 4 (S) _ 9 26.75, PVC 20.97, CPEP PROPOSED GRADE 0 I.E. 18?" N - � 21.37, CPEP STA. 54+78. , 26,544 R (EAST
CL I.E, 8R () _ F-68 22.15, PVC I_E_ 8- (.S) = 22.28 STD. PLAN 310.1 SHT C5,1 I.E.1� ��� = 23.70 Fc�f1IrE�LffvE, TYI}. --� TgR� CPEI� SD � e� �CEhITEI�LfI�IE, TYDa. I.E. 12" (�� _ 21.5s CPEP �DRTt�AL &MD
t0 TO T 0.33% LE. T (S) = 1.21, CPEP 10
I'.E. 4" (E) = , 12 ZL26, PVC
rD o co so ca ro na oa o rD m ,t sb rk n I.E. �� °a u3 r D c
r ry Cal co Lo 0o « co Lr) ry o o ry r r.
LC) L Uri i r t IM F uy r: r+ cv co c i M c so r-1 r osDO
EN EN L" ' CN Le; LT"-
. , ��; , . , << {,, , r , r} " C111�' rTweq
(W 2296, PVC hick
r� � r r`
o
O
40+00 41+0.0 42+00 43+00 44+00 45+00 46+00 47+00 50+00 51+00 52+00 53+00 54+00 55+00 56+00 01 "A�r,�
PIRORLE WEST �y STOF IUD NOTES: p/'� PRORLE EAST
1_ ALL STORM STRUCTURES, PIPES AND FACILITIES ARE PRIVATE UNLESS OTHERWISE �JJD PROFILE NOTES. �� L CeIREMM DFiVE AME
NOTED_ 1, FOR STORM SYSTEM PLAN .AND PROFILE *ITHIN MONSTER ,
HORZ_ 1"=5 2. MINIMUM PIPE COVER IS 2 FEET FOR CPEP AND 1 FOOT FOR D_1_ ROAD SW SEE SHEET C6.0 HORZ, 1�=5' "� s$>' ► � o f
VERT. 1"=5' 3. VERTICAL SEPARART10N BETWEEN UTILITIES 0 GRO�bSINGS IS 1 FOOT MINIMUM_ PERT, T"=5' }ONAL {+ r
1VV JR I E K N OT E S
1_ MINIMUM DEPTH OF 12" WATER MAIN FROM FINISH GRADE IS 4 FEET_ MAXIMUM
DEPTH OF WATER MAIN FROM FINISH GRADE IS B FEET
2_ SEE SHEET CS-0 FOR PLAN VIEW OF THE WATER SYSTEM
40 -
CROSSINGS THAT ARE LESS THAN 1 FOOT MINIMUM SHALL PROVIDE ETHAFOAM PAD
STA:51+97.55, 22.44,E
PROPOSED
GRADE 0
SHLIT OFF; VALVE WITH
28LF GENTERLIP4E
DRIVE TYP.
RISER A�11'� VALVE BOX
6_75 SLOTTED EJSrIG
GLADE
w
RIM26.86
TRE�`JCI� DRAJIv CEN
.! NE DRIVE, Vie
�
�
30.
1.14x -I
115 p CpEF
6.75 SLO
oco
11 5.75" SLOTTED
�TRENICH DRAIN 0 1.75%
STA:54+87.09, 4.78,E
>LF t
H DRAIN 0 0.78%
.5
TRENCH DRAIN
(N
STA:51+95.29, 94.43,E
E ISTA: 52+23.
�6"�'
RJM =
8 ' A
9 25.75
20
_ I— TRENCH DRJ41Df� (�, _
- —
473E
RIM--= 9- 25.7
CB 7A TYPE 1 W SOLID LID
J.aE. 4" �S)
_ ' 25.44
T": gs ' 0"9'
1.E_ 4" I(fV) _ '
4 3, P "o CPEP
�4.
95.95 L
D STA:53+72.08, '
Rffui = 7� 25.81
f'E' 4 , I(S} _
RIM = �i25.78
„ -
STA:50+81.44� .43 ,�. () - 25.05
3,
r F 6,F (E) = 0.63xCI3#1
I.E. 12' E = z23-�z`L�3�23.PVC
% TYPE 2, 48 0 OIL WATER SEPARATOR, -
4. 3, D.I.
COI F YPE 7 $
I.E. 12 N = 23.43,C
EAST = CTR DF SIFUCTURE
FLOW DI'VERTOR '
I.E. 12 S = 23.58, PVC
--
_-- SEE OET 3 5
'
28.77 STA: 52+02.25, �A: to ' 19" 43 "' 9 ' '
2231 L RIM = 8 26.82
D41I�i = � 26.83 22.32 L
EXISTING CR,4Dq'
f.E. 18" (E)
_ 2e- 62, CPEP J,E, a� {!w) ; 23.43 P
LE_ s" W) _ 4- 23.�' D.I.
CENTERLINE, TAP.
i,E. 12° (N)
_
= 4 92-100-77, CPEP 4
I, E, 8 F - P
1, E. 6'" !S) _ 4r23. 3 PVC
PROPOSED) GRADE 9
I. E. T ° Wv
to ()
= � 20.52, CPEP D 0 0 5
- 16LF 8,0 PEP .SD � ;�
LE. T 2" (E) _ - + 23.78, CPEP
CFN TERLf N E, :TYP.
1.88
co 0){ LIq
%t
V- U
cti raj
'i] �y
co cD
'rj f,-� r l r,4 cal ry N ry
r} r r Co
c} rVQN cal
GO
N ry N cV N
oo qj
c J ry
r- r:
c*1
50+00
5'+00 52+00
53+00 54+00 55+00
PROFILE EAST W
40
30
20
56+50
30
20
10
14 �
Y
4
PROPOSED GRADE 0
GEN:�FRLI`NE DRIVE, TYP.
EWTING GRADE 9
I T_CLNTERLINF DRIVE, TYP.
EXISTING GRADE
WEAST RIDE CENTERLINE, TYP.
PRDPDSED GRADE 0
EAST PIPE CENTERLINE, TYP. �
11 ti +
. . . . . . . . . . . .
124LFL .8,v - -
1.55x
EX, �0 2, TYPE T
EX. CB11, TYPE I REPLA CE 4Y
REpElkCF_---r - ST • 53+47.53, NEW TYPE T
IN NEW TYPE i 99. SSR
ST 52+23.88, 98.30'R64, 6? -99=- RIM = 3-4- 33.20
RIM = 66, 9? 35.46 30.50, PVC I.E. 8" (S) = 99.29
I.E. 8� (N) = -2 30.50, PVC I,E, '8' (N) _ 9--29-
_I. 3242, P I. E..4 a (E) _ 38-5�-
30.57, PVC
69LFLF
8"O CPEP SO
4.83X
,EXfSTiING GRADE 11
CENTERLWE, 4.
PROPOSED) Gf AOE 9
FCENTERLfNE, TYP.
G68, TYPE 1-L
STA: 54+16_23 97.05' R
RIM = 99,99 31.85
I.E_ 8- (S) = P 27.1 , PVC
11. 12' (S VV) = P 26. 5, CPEP
82 DF 84LF
17 0 CPEP 50
0 6,484 6.06X
C6 7, TYPE 2' 481O STA:52+25.62, 2 .92'R
RfM = 26.46
f.E. 18" (N) = 9• �1-37, CPEP
f.E. lZ (NE) = S 21.56, CPEP
LIE- 78" (S) _ 21, CPEP
f E A"l (E) = •26 PVC
REUSE OF DOCUMENTS
A0CCfMMKi SM WAC M-23-07C AND U WTER 19.34
RGS UNRIVOM xSFMrD>tfl ff err DF *t
WNWOKIC ar M D WL MAJDAT THE
=NOT. 4w WJrll ATOO me gpNxAK
111E MM AND DEWS i40MF TlD MGF AS M
*aMVAaT OF THE PRWOVIM WMCF, IS THE
PRUPER-H I F NWHA ,Id1E}99M AM D6 MDT TO K UW1.
N W L£ 00 R WATT. FOR MY GTPV PMUT >tNUUt
WMrrFN JOfEIOWAIIA UP Irf&M +g411EM
TNNOVA
architects
950 Pacific Avenue. Suite 450
Tacoma, WA 98402
I 253-572-4903
20
PROLOGIS
I.E. 12' (W) = 96, PVC 12720 Gateway Dr., Suite 110
TukMa VVA 98168
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S-404202 W-404202 R-40421 1
rkJM Ircw iUW LM. WA I =H Otr RECORD DRAWING NOTE: $. Ile H.ORZ T"= 50' IN COMPLIANCE WITH CITY OF RENTON STANDARDS
HORZ, T =5f7 THIS CONSTRUCTION RECORD DRAWING IS A COPY -5'
VED4T. i�=5' OF THEAPPROVED CONSTRUCTION DRAWINGVErRT TS URFAUE WATER UTILITYQP
PREPARED BY INNOVA ARCHITECTS AND HAS BEEN WASTEWATER UTILITYk
EDITED TO REFLECT ASBUILT CONDITIONS. THE dch ri t n 0 1 101 jfa rah 071 1 1
INFORMATION PROVIDED ON THESE RECORD
DRAWINGS IS A COMBINATION OF FIELD SURVEYED
INFORMATION AND DOCUMENTED FIELD REVISIONS. DEVELOPMENT ENGINEERING
lo>NAL RECORD DRAWING kn o wh a# s b e l over. W
CONSTRUCTED 03-15-2021 CaII before you dig. main 07/31/2019 M
1 REV15ED PER CITY COMMENT LETTER DATED 12/21 1 B JPE 04102119 MAWrM. SOW& YU Fay iM _ DAM I
n . ' HwaoDfrr�: Few i9E3/�441 P R L I RENTON 11 16 18
REMISED PER CITY COMMENTS DATED 05 0.7f 19 JPE 06 03 19 �; 1 = 50 � CITY
J. 3 REVISED PER CITY COMMENTS TO C2.0. C�_0 & C6. ,1FE OEfPif11� J. "Dry 601 MONSTER ROAD SIN FIEUXKKW-
� ECTC
P,4G�
4 REVISED PER CITY COMMENTS TO C6.0 JPE 06/25/19 UKWN. ,� , ,� s Record Drawing documents 03-15-2021
REVISED PER CITY COMMENTS TO NGPA & WALL HEIGHTS JPE 07f23f19 CH00CM DATUM
S. Nelson ATfIM. W—Le Planning/Building/Public Works Dept. , .
Dr Der W Dr
NO, REOSION BY DATE APPR wwftem A000AWMY UTILITY PROFILES 11 " s1 W
PROFILE EAR'