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/North 35th Street
IN ACCORDANCE W/ CDR STD'S !!!
s
` I
(LENGTH APPROX FIELD COORDINATE)` .:nwrr
r
Ex lw
IE 164.00 (12' N) IN
s
LLJ
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---
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5LF12SO042.6X
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Nw 2. a? 7 S
E 1se,
E 75161,87 I
�B I
O <
IE 161.87 (12' N) IN
IE 161.87 (12' S) OUT
f '` �`
a) V7 Z
10 0 5 10 20
SEE SECTION A u /c. ..nwt aM sour
9LE :v
_ 1
!NrTs a0nt;' nY�NNr
UTILITY X -ING i'ftflRleiAf iuu LEWN
a) >
a) -0 �
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CONNECT TO EX SS YANHOIE
IE 152.02 (6' SE/S) IN
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a
SCALE r -V RE- CHANNEL EX SSW
10' UTILITY
x
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0 O
88 CLEAN=
J o
Vertical Datun Project Bencfxnark
RIM TO GRADE
IE 1598 (IBM DEPTH)
LOT 1
18 LF 6' SS 0 2OZ MIN
(4924,eo s)
N N Q
CD
�e
CITY OF RENTON MON IN CASE 0 PARK AVE N/N
(LENGTH APPROX FELD CAE;
}
34th Sr (CLY) EL.E11 165.43
1
r7
CRY OF RENTON SURVEY CONTROL
Basis Of Bearing NETWORK NA019B3/91
5 .. _
IA
GRID WERSE &4uNG FROM CITY OF RENTON CONTROL POINT
I
AIE L OWAB
LE BUILDING PAD---,,,,
.55 IF 6' SS
I
NO. 1866 TO CONTROL POINT NO. 266
SSEE SJRVLY BOOK 128 PG. 226)
0 20% MIN
(LENGTH APPROX
BASEMENT 1640 ,
c
tS aA3'5r E)
, >'
FIELD COORDNATE,
I
I 1
92 LF 6' SDO 2-0%, YW
o
COMPACTED FILL
RIM TO GRADE r
8 lF s'
OR GRAVEL
Ex YATfk -
I
I
IE 160.6 (MIN DEPTH) I
20Z LOi�`
I
o
C °E
CONCRETE Y
Utility Crossing Detail _
RIM TO
METER —
Z :a 3�
2 -
w
y�
SCALE 1' -5
a
4 LF 3/4' WATER S
E—
a'i
---------
F+ 1 rn o
6' SO STUB FOR DOWNSPOUT
4-FIELD
s
66 LF 12'D•1
E
:
OO.5Z
9 E
FINSHED GRADE
�E] 16491
LF
F
_SEE NOTE SHEET 4.0 _
EGA,
0 2.0% MIN
APPROX
I
FL
�12' iX SiORM:PIPE
:g
jeo ........... 76j
�6'
j)
SAN SEWER TRIPE
W NAff W GRA
c
IE 159.9 (MIN:DEP H)
SECTION A
RIM 163.0
ETL 1E1 654 12 1 (12�� S)
I
OUT
... .................. ... .... ...... ........
I
°
I
FIN ISHE7 GRAVE
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a
�
6
Q
.... /FIN 164.7± - - - . .
ll
CONNECi'AN TO AND-
`
. /i �� ��� ' %� - -
i• l
13 LF 3/4' WA
PETALED BY CDR
thl
T �`-12' DI Si0R4:P1PE
- - 1E 161.8 _-
ACP DRM CQLAASS IiF/
SEE DETAIL 11
- �-6'
m
- SAN SETWER PIPE
_ - - - IE 159.8 (MIN - DEPTH) -
I
--
x
K
a
a
4
o
�FIOi6HED GRADE
�.
�- -. J EL_164J)t -- - -- -�
/
I
y
3j4' WATER SELMCE
'—-- (APPR07014TE 1DCATION)
............. . ... . .. . ..:.IE.tb1 -C# .:... .
0
6' SAN SEWER PIPE
HE 159.0 (INN DEPTH)
is5 (NOTE: 6- SS TO
Z5
BE PLACED 2 MOW
WATER SERVQ)
2
Z
At 11 -.Bip -"
A
cr nu
(mil
1 11 1' Ir
' ♦ • ,
1 F• 1
IE 1 DEPTH)
LWDY
WATER METER
1
INSTALLED 13Y COR
CONTRACTOR TO STAKE LOCATOR
1 COORDINATE
CONCRETE CEMENT O
NO CURB AND GUTTER
PER 1' STANDARD PLAN F006
�I
N.10t -- _- E-
1U• TA4 R&erd /
* s LACP DRIVE CLASS '8'
\_22 85 LF 3/4" WATER SERVICE S E 1DETA� SLOPE
11 LF ROCKERY
DETALTTYP
Y (AAN
EC lCYtg
PROPOSED GRADE
EX GROUND
CAW-
- _ 66 LF 12' SO 0 0.5% - — - - - j EX 12° SO
9..0 ......:.........:.. ......:......... .........:.... . . . .. .. . ..................... . . .... !�....
CB TYPE 1 ` 1�
SEE SECTION A k B \\ `EX WATER SERVICE \-
WATER SERVICE
IE 161.87 (17'-N) IN FOR CROSSING DATA W I GRATE
IE 16197 12': S) OUT
...:.........:. ............... .............:.. ..... .: ......... :.........:..:EAt18� :.... - - --- --- --- - -- -- -- - - - - -- -- .........
I 161. (12' N IN
EX IE 161.54 (12 S) OUT
Storm Drainage Profile:
HOFBL• 1'=10' VERT: 1' =5`
L L 1913" FR _1345 t-
�t M ENGINEERING, PLLC
7936 SEWARD PARK AVENUE S.
SEATTLE, WASHINGTON 98118
PH: 206.725.1211 FAX: 206.725.1211
JSTS
EIDIIiES 5/16/F001
SCANNEDNAR 211 -mi cc) ?ISV.3 c uv-� /s7ce/ s-J /.(`kin/ 'r�p•w�n�)
s •
GRIND FULL WIDTH 1 -1/2' AND PROVIDE ACP CLASS 'B' OVERLAY
IN ACCORDANCE W/ CDR STD'S !!!
53 LF 6' SS 01.0% MIN
` I
(LENGTH APPROX FIELD COORDINATE)` .:nwrr
r
IE 164.00 (12' N) IN
PROVIDE QUARRY SPALL PAD AND TRASH RACK
---
5LF12SO042.6X
�B I
IE 161.87 (12' N) IN
IE 161.87 (12' S) OUT
f '` �`
UTILffY X -ING
-
SEE SECTION A u /c. ..nwt aM sour
9LE :v
_ 1
!NrTs a0nt;' nY�NNr
UTILITY X -ING i'ftflRleiAf iuu LEWN
--
- a
SEE SECTION 8 a
-
10' UTILITY
x
1{64.
ENT SEE SECfl(1N C
88 CLEAN=
RIM TO GRADE
IE 1598 (IBM DEPTH)
LOT 1
18 LF 6' SS 0 2OZ MIN
(4924,eo s)
�e
(LENGTH APPROX FELD CAE;
}
1
CONNECT TO SS (1.0114ipN APPROL)
'__l_
IA
I
AIE L OWAB
LE BUILDING PAD---,,,,
I
}
BASEMENT 1640 ,
c
5
I 1
92 LF 6' SDO 2-0%, YW
o
RIM TO GRADE r
8 lF s'
1
I
I
IE 160.6 (MIN DEPTH) I
20Z LOi�`
CONCRETE Y
(IBM APPROX
y�
a
SEE DETAL 0 TTYP
COOK INATE)
6' SO STUB FOR DOWNSPOUT
4-FIELD
s
AND FOOTING DRAW 0 2.0% MIN
AND
F
_SEE NOTE SHEET 4.0 _
EGA,
`-
cr nu
(mil
1 11 1' Ir
' ♦ • ,
1 F• 1
IE 1 DEPTH)
LWDY
WATER METER
1
INSTALLED 13Y COR
CONTRACTOR TO STAKE LOCATOR
1 COORDINATE
CONCRETE CEMENT O
NO CURB AND GUTTER
PER 1' STANDARD PLAN F006
�I
N.10t -- _- E-
1U• TA4 R&erd /
* s LACP DRIVE CLASS '8'
\_22 85 LF 3/4" WATER SERVICE S E 1DETA� SLOPE
11 LF ROCKERY
DETALTTYP
Y (AAN
EC lCYtg
PROPOSED GRADE
EX GROUND
CAW-
- _ 66 LF 12' SO 0 0.5% - — - - - j EX 12° SO
9..0 ......:.........:.. ......:......... .........:.... . . . .. .. . ..................... . . .... !�....
CB TYPE 1 ` 1�
SEE SECTION A k B \\ `EX WATER SERVICE \-
WATER SERVICE
IE 161.87 (17'-N) IN FOR CROSSING DATA W I GRATE
IE 16197 12': S) OUT
...:.........:. ............... .............:.. ..... .: ......... :.........:..:EAt18� :.... - - --- --- --- - -- -- -- - - - - -- -- .........
I 161. (12' N IN
EX IE 161.54 (12 S) OUT
Storm Drainage Profile:
HOFBL• 1'=10' VERT: 1' =5`
L L 1913" FR _1345 t-
�t M ENGINEERING, PLLC
7936 SEWARD PARK AVENUE S.
SEATTLE, WASHINGTON 98118
PH: 206.725.1211 FAX: 206.725.1211
JSTS
EIDIIiES 5/16/F001
SCANNEDNAR 211 -mi cc) ?ISV.3 c uv-� /s7ce/ s-J /.(`kin/ 'r�p•w�n�)
s •
a� I�N6n
IMP
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10 0 5 10 20
CONNECT TO a SS MAwHo«
SCALE 1' v I .oa� asE�s w l
�
•aruc8l uanm rr
cxn OF r+ENTON yaw w CASE 0 wvec 41 NA
3+a Sr (E'L' air 14&43 14&43 an OF suaV oartAa
Basis Of Beari!v w'wm NAD1M/9' �
GRID INVERSE BEARING FROM CITY OF RBUON CONTROL POW
NO. 1886 TO CONTROL POW NO. 266
SEE SURVEY BOOT( 128 PG. 216)
s 89 03852' E)
inn MmIlagQ
SCALE: 1.=5•
1'r, 1
—10ALL am � /0 u
6m FITTIw TO hvRANT
FAV Am AV Com
a&. 1 �~ I
f
GRIND FULL VADTH 1-1/20 AND PROVIDE /ICP CLASS '9. ONERUY
IN ACCORQANTE W/ COR STD. S
53 LF 60 SS 0101 WIN
I (LENGTH APPROX FIELD COORDINATE)
i'i+F1 cif ' s
IE 464.40 (12' N) IN 146 9. air' EX Mw
r PROVIDE OUARRY SPALL PAD AND RACK
5 LF` 12 SD 6 42.61
;r
f'> �Xl '• � j I
4
r• s s
.55 IF 8' SS
0 2.01 MN
nMN APPROX
�1 ■ EI
',,r• cooADNrATF)
COMPACTED FILL
OR
"Y
•
IE 161.87 12' N IN
IE 161.87 12' S OUT \
� UTILITY X -ING
SEE SECTION A NNE- Sloes Ma Sma
UTILITY X —ING A4L1PlER1Y W fUL UW H
' SEE SECTION B ,
�, _ _ •; r � 166 — -.- ,. ._.t:�►., _ ` „
` UTILITY X ,4NG
1k iW.
wop
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•w ,
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CONNECT TO a SS MAwHo«
SCALE 1' v I .oa� asE�s w l
�
•aruc8l uanm rr
cxn OF r+ENTON yaw w CASE 0 wvec 41 NA
3+a Sr (E'L' air 14&43 14&43 an OF suaV oartAa
Basis Of Beari!v w'wm NAD1M/9' �
GRID INVERSE BEARING FROM CITY OF RBUON CONTROL POW
NO. 1886 TO CONTROL POW NO. 266
SEE SURVEY BOOT( 128 PG. 216)
s 89 03852' E)
inn MmIlagQ
SCALE: 1.=5•
1'r, 1
—10ALL am � /0 u
6m FITTIw TO hvRANT
FAV Am AV Com
a&. 1 �~ I
f
GRIND FULL VADTH 1-1/20 AND PROVIDE /ICP CLASS '9. ONERUY
IN ACCORQANTE W/ COR STD. S
53 LF 60 SS 0101 WIN
I (LENGTH APPROX FIELD COORDINATE)
i'i+F1 cif ' s
IE 464.40 (12' N) IN 146 9. air' EX Mw
r PROVIDE OUARRY SPALL PAD AND RACK
5 LF` 12 SD 6 42.61
;r
f'> �Xl '• � j I
4
r• s s
.55 IF 8' SS
0 2.01 MN
nMN APPROX
�1 ■ EI
',,r• cooADNrATF)
COMPACTED FILL
OR
"Y
•
IE 161.87 12' N IN
IE 161.87 12' S OUT \
� UTILITY X -ING
SEE SECTION A NNE- Sloes Ma Sma
UTILITY X —ING A4L1PlER1Y W fUL UW H
' SEE SECTION B ,
�, _ _ •; r � 166 — -.- ,. ._.t:�►., _ ` „
` UTILITY X ,4NG
1k iW.
wop
Cr
• . .'
•w ,
TO Of MEl
RIY TO
4 LF 3/r' NN1ER
RIII
lit
- t
/ Lr AVtdr
rw
\ fr AMP
ar uiw
Q ow
rs"
�� ... .. ....... ... ..... .. is .i••r��
i
i `• 441 •rte ;-
,
1,
.. - — 4 *i+ }' • s ` `' `lie..
RIM TO GFWADE
1E 159.8 (MIN DEPTH)
LOT 1 LOT 2
18 LF 6` 5S4 2.01 MIN OMM
(LENGTH +APPROX , 1
FEL,D COORDINATE)
q9
�• `,. I CONNECT TO SS LOCATION AP
IE 161.0 n, 1
-'
• LF 1 "•�•I �_• }' :. ,� , .' FT ALLOWABLE ENi 164 0 PAD---,,,.",I FF BASEMENT 171.Q I �• `,; a;
• 2 -. ._.
• fNrI,SFED G'RAO� ' ,�' +� 92 LF 6 SDO 2.0R ,MIN it
1p ...... UI
RIM TO `'� t (
- = , WADE
78 LF 6' SS '1y 1
: EL 164.61 : R LF r SS w . r , , :r -1 I . � IE 160.6 DEPTH '
*5 � - � (ANN ) • 2.OX MIN
. ^ . . . . . . . . • • • • ' 0 2.01 f ti :L ` `
�K� : : APPROX • • ; . CONCRETE Y (LENGTH APPROX I !
• ��( OOORONrII h - SEE DETAIL TrP FIELD COORDINATE
I
: : :: • ; . s" SD STUB FOR DOWNSPOUT 20' "ESS/ lfi \
• 120 d STORM • PIPE ' + , • • . „ ' AND FOOTING DRAINS 0 2.ox MIN EGRESS AND . , ' CONCRETE ORIVEIMAY
,�' d y
.... � .......... • . • ... • . ..1E •1 1.17.. ' .. • .. • • • --.., _.,. r,,. w .... SEE NOTES SFIEET 4.0 LITIM E$� w A • • . \f � �► '/�'
e ,^• - `'~ `:' : ,.,—CONNECT TO SS t I
coo
6' SAN SEINE PIPE w INVERTED a `
E 150.0 (MW ' DEP'1H) RNI 4417 I&% 1 . ! • ♦ � (LOCATION APPROX.)
• .MOON IE 161.54 12' N IN I
• •,. E 1 iA.O t
• EX E 161 1f S OUT
................. •
. . . . . . . .. ......... ......... - 6' SD STUB FOR
_ r
• - AND FOOTING
• :� •t. ,; :. owuws • 2.OR Mw
FUM • • ' ' • , •.
• �I • ,6
5 EL 164.71 '
...........: CONNECTION 10 NAND '
13 LF 3/4' MIA if lets /
• : NrSTlIl1ED CDR /o j� 01u .
• - ,� _ ACP DRIVE CLASS
-- RIM TO GRADE
a STOW-PIPE ACP IE 160.5 MIN DEPTH 85 LF WATER SERVICE IN/ 151 MAX SLOPE
� 161.6 : � DRIVE qJ�S B' � SEE DETAIL 11
• SEE DETAIL WCH v i `'-- -- _ ---5€E NL 1YP
..........•............0 ............ :.........: 162.51 22 LF i SAN SE1 R POE w 161-21 4• w TAIL
: E 15U : -� 161.11 i • f 3/4 WATER METER - DETAIL 8 lYP
I_- - �°� � J INSTALLED BY COR *�' •...- ---- _.___-
CONTRACTOR TO STAKE LOCATION
AND COORDINATE
• I , CEMENT CONCRETE APPROACH
• PIP W/ NO CURB AND QMER
• •� ,�' ! PER COR STANDARD PLAN FO06 Of WAW
. • • 1 ( �s ; j•..
f/ ns)
FWS awcE
i
Tim :
MATER summ
FAN 9,
160
Locy►�oNp
. ...:... . ................................................................. ..............................:
: r so Sara ICE : Pomm GRADE
IE Isu
.... • M ss � 166 _ a cAO M
...: ......... :....... .. :.�Kirdoa't: .......... ... . ......................... -
ea LF it so • o.m
• Q .0 .............
............ .........:.................... ..� ....................:
• lo1.n 1 • N M SEE SECTION A s I ' \EX LATER SENCE PAOPO6'EO *TO .
• 1�1,/� 1i: OIJt FOR CIVIC DATA N CIr1 .
• IMN �IaDa' '1 ..... M
.......... ............................... .
• IE I11.S1 , - 18 ................... .
DIM
'rf0 • Ire •iI : 1•• M. leer :
. f......... ............. ..................
ww • '�y :II1"� .... ......... .................................................................:.........:........ .:.........:.........:.........
Is a
is
ROLL 198
•
... , + 67.1 _ .,'� �, �•�Ed" SAD
i
CAP AM MARK MATER SAIACE
4L LANE TO 'bow Silk" Vice. I,
M
I � .
Of PAZ
Et i'mu
AN 2 2 2#X
.as
11."x'
4 —o4s
w
LPD �n�n�, ruc
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SWL14 wisol" III
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(W.41,061 s'-wilMea Q"o
Wv Y.w
•
I
i
i
i `• 441 •rte ;-
,
1,
.. - — 4 *i+ }' • s ` `' `lie..
RIM TO GFWADE
1E 159.8 (MIN DEPTH)
LOT 1 LOT 2
18 LF 6` 5S4 2.01 MIN OMM
(LENGTH +APPROX , 1
FEL,D COORDINATE)
q9
�• `,. I CONNECT TO SS LOCATION AP
IE 161.0 n, 1
-'
• LF 1 "•�•I �_• }' :. ,� , .' FT ALLOWABLE ENi 164 0 PAD---,,,.",I FF BASEMENT 171.Q I �• `,; a;
• 2 -. ._.
• fNrI,SFED G'RAO� ' ,�' +� 92 LF 6 SDO 2.0R ,MIN it
1p ...... UI
RIM TO `'� t (
- = , WADE
78 LF 6' SS '1y 1
: EL 164.61 : R LF r SS w . r , , :r -1 I . � IE 160.6 DEPTH '
*5 � - � (ANN ) • 2.OX MIN
. ^ . . . . . . . . • • • • ' 0 2.01 f ti :L ` `
�K� : : APPROX • • ; . CONCRETE Y (LENGTH APPROX I !
• ��( OOORONrII h - SEE DETAIL TrP FIELD COORDINATE
I
: : :: • ; . s" SD STUB FOR DOWNSPOUT 20' "ESS/ lfi \
• 120 d STORM • PIPE ' + , • • . „ ' AND FOOTING DRAINS 0 2.ox MIN EGRESS AND . , ' CONCRETE ORIVEIMAY
,�' d y
.... � .......... • . • ... • . ..1E •1 1.17.. ' .. • .. • • • --.., _.,. r,,. w .... SEE NOTES SFIEET 4.0 LITIM E$� w A • • . \f � �► '/�'
e ,^• - `'~ `:' : ,.,—CONNECT TO SS t I
coo
6' SAN SEINE PIPE w INVERTED a `
E 150.0 (MW ' DEP'1H) RNI 4417 I&% 1 . ! • ♦ � (LOCATION APPROX.)
• .MOON IE 161.54 12' N IN I
• •,. E 1 iA.O t
• EX E 161 1f S OUT
................. •
. . . . . . . .. ......... ......... - 6' SD STUB FOR
_ r
• - AND FOOTING
• :� •t. ,; :. owuws • 2.OR Mw
FUM • • ' ' • , •.
• �I • ,6
5 EL 164.71 '
...........: CONNECTION 10 NAND '
13 LF 3/4' MIA if lets /
• : NrSTlIl1ED CDR /o j� 01u .
• - ,� _ ACP DRIVE CLASS
-- RIM TO GRADE
a STOW-PIPE ACP IE 160.5 MIN DEPTH 85 LF WATER SERVICE IN/ 151 MAX SLOPE
� 161.6 : � DRIVE qJ�S B' � SEE DETAIL 11
• SEE DETAIL WCH v i `'-- -- _ ---5€E NL 1YP
..........•............0 ............ :.........: 162.51 22 LF i SAN SE1 R POE w 161-21 4• w TAIL
: E 15U : -� 161.11 i • f 3/4 WATER METER - DETAIL 8 lYP
I_- - �°� � J INSTALLED BY COR *�' •...- ---- _.___-
CONTRACTOR TO STAKE LOCATION
AND COORDINATE
• I , CEMENT CONCRETE APPROACH
• PIP W/ NO CURB AND QMER
• •� ,�' ! PER COR STANDARD PLAN FO06 Of WAW
. • • 1 ( �s ; j•..
f/ ns)
FWS awcE
i
Tim :
MATER summ
FAN 9,
160
Locy►�oNp
. ...:... . ................................................................. ..............................:
: r so Sara ICE : Pomm GRADE
IE Isu
.... • M ss � 166 _ a cAO M
...: ......... :....... .. :.�Kirdoa't: .......... ... . ......................... -
ea LF it so • o.m
• Q .0 .............
............ .........:.................... ..� ....................:
• lo1.n 1 • N M SEE SECTION A s I ' \EX LATER SENCE PAOPO6'EO *TO .
• 1�1,/� 1i: OIJt FOR CIVIC DATA N CIr1 .
• IMN �IaDa' '1 ..... M
.......... ............................... .
• IE I11.S1 , - 18 ................... .
DIM
'rf0 • Ire •iI : 1•• M. leer :
. f......... ............. ..................
ww • '�y :II1"� .... ......... .................................................................:.........:........ .:.........:.........:.........
Is a
is
ROLL 198
•
... , + 67.1 _ .,'� �, �•�Ed" SAD
i
CAP AM MARK MATER SAIACE
4L LANE TO 'bow Silk" Vice. I,
M
I � .
Of PAZ
Et i'mu
AN 2 2 2#X
.as
11."x'
4 —o4s
w
LPD �n�n�, ruc
nm sma
SWL14 wisol" III
I 1 1 l 1 1 1 1 1
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(W.41,061 s'-wilMea Q"o
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