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HomeMy WebLinkAboutR-284701R�vlclntic•
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74ORTION OF THE SW 1 /4 OF THP SEE 1/4 OF sFo. 4, TWN. 23N, RNG. 5E.7 W.M=
-_ 1/ 1
rl
ICI
\\ \
\ mss\ ® 1 1
INSTALL APPROX. 65LF OF
HDPE PIPE. PORTION OF
\ \\ \ \\ ���• PIPE TO BE LAID ABOVE
?s°, 83 X43'. GROUND TO MINIMIZE
F DISTURBANCE.
SANffAh Y
, ` ;:Vl1.i. <. `,.1aiJiaCij_E_ \ \ \ \ \ • ` \ \ `
Ri.M 3674 lo_ a
Ii- 3 �4.:<< I , 2"PVC: Wl "2 \ \ �h`M \ \ 20 0 10 20 40
o \ \ \ \ g2 \ :>g \ \ ��
�„ \
f IE-3S4.!::(, ,1 t. t V, ... t f �.��/ \ \ \ \294 \ O \ \ ,\ ° \ \
�29s \ ° \ \
Es SEE=
--298\ \ \ \j�
V °3 GRAPHIC SCALE
\ s, i r \ /\ r\ r- r- i / r\ A r� 1 / 00 Y - / /_� ! K C ^tifA= 1 / \ 1 \ 1 \ \ \ \ 3p2- *,_144_45b--0040
` \ \ \ \ SCALE: l'-2o'
y \ \ `30 \ \ \ \ \ \ \
3p8
3 \ \ \ \ \ \ \\ \ \ '�'� \ \ a?a \ O\
,312a \ \\ \ \` Qom_` - °.\\ °\ �\�`
\ \ SA�IITAR`i Sf Vr`Ff2 AAANhOLE \ \ — \ �376 \
\
RIM=— X3.18 — —\ ... _S76 \ \ \\ \ \ °\ �\ \ \ \ \ N, \
OQ ) \ I \ IE ==..337.43 (12"P\/( -NW) _ — _ \ ` _ -320 \ \ \ \ \ ° \ \ \ 1 \ \\ \ \ \ \ H #1 E 11-48 ")
I (12" v ) _ \ _ . _ \ _ 3 _#1° \ \ \ \ \ \ \ ♦ \ R = 89.75
iE= 337 -18 P i:: 4V - \ \ \ o \ \ \
\I \\ ( } .......__ / » _ \ \ \ \ \ �Qb- J� \ ° `, `\ �\ 1 �\ \ \ \ \ \ \ INV.= 285.75
351 ,J8 11 "t'YI. t- \ -®_ 'RIM— 2�.4� •-�- ° \
li °12 (1 "UI 4.'j ♦ I V. 6 &43"- 318:4- !� \ \ I PROVIDE DEBRIS CAGE AND
5.00° _ - .._..�� ♦ �'� \ \ \ \ \ \ a, \ -�
♦ _3z8 _ \ \ \ \ \ ° \ \ \ \ \ \ RIP RAP PERIMETER OF i
D4 �,, \\ \ _ J� / \\ ,�' X330\\ \ \\ \ \ \\ \�� \\ �� \�\ \\ \ \ \\ \ \\ \ \ \ c► \\ STRUCTURE W/ 4» TO 6»
pa �, \ \ \ _ - - , \ \ \ \ \ \ \ \ \ \ \ \ \ \ ° \ \ ♦ \ QUARRY SPALL ROCK
Dd \1� �RIIDE PRIV�►TE \ \ \ \ \ \ \ \ \ \ ��`
\ \ - . __ ` / \ - _ X33 ♦ i\ \ \ �N�M _EASEMEN -T\
IB D4
ai) o'vo-
HOUSE "o-
20.00 1 \ \ \3 \ \ \ / .L. \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ �, \ ` O F \ \ p
�� \ \ \ \ \ \\
\ \ 6'•• \ I . 5.00` \ \ ♦ \ / \ \ \ \ — \ \ \ ` \ \ \ °
�5.00�` \ \ \ DES \ \ \ ` y ,
IUND 4X Cc�hJC MC,Nt ME N�` ,: \ \ \ — L_ `6 'PVC�'ST; _ \
t
-AD IN c:AJE \ \ \\ \ \ \ \ \ \ \ \ \ \ \�' \�
\ \ \\ \ ` \\ \\ \ \ \ \ / F.DO \ S =�:20 0 \ \ \ ,7X o \ /1 #1 E I)
\
'\20-00- ` \ \ \ \ T.L. \ \ \ \ \ \ a �° . a \ / / M =320.5
\ \ \ \ \ \ /\ � #2
\ \ \ \ \ ♦ \ \ \ \ \ �° \ \ \ RIM X3.0 V.= 317.20 (EX. 12 »CMP !N) ro �
® \ \ \ \ \ \ y \ \ \ \ \�/ ♦ \ \ INV. 6" INV.= 317.20 (NEW 12 HDPE)`
\ / \ \ \ \ \ \ ,� \ / ♦ ° \ \ \ \ \ \� °6\ \ \ \ \ \ INV. 6 & 4"=317.70 (�
•
D4 \ \ \ \ \ \ \ / \ \ \ \ / ♦ \ \ \ \ \ � �,o'�\ \ ' \ \� DRILLED CONCRETE FILLED PIERS
/. \ \,.. �• �\ \ ♦ \ \ as \ \ \ \ WILL BE USED TO SUPORT THIS
\ ` / \ S�° S� \ ' \ . \ ♦ \ \ \ \ \ / \\ ax\ \ \ \ \� PROPOSED CATCHBASIN IN PLACE.
\ 39• \ \ ♦ \ \ \ \ / �♦ \ %t \ \ \ PIERS TO BE LOCATED ON EACH
1\
\ \
110-1 \ \ \ \ \ \ \ \ ° \ \ \ \ \ ♦ � \ \ \ SIDE OF HDPE PIPE ON DOWN -HILL
\ \� �L $ . �, \ \ \4S yC♦ \ \ \ \ \ \ \ \ \ \ \ �PECK
i SIDE OF CATCHBASIN.
\ \ \ \ \ \\ \ 2 To
\ \,
-I iOU.SE
\ 2.5 20.00
SAN!]ARY Sr 44rR MANNA i ♦ f
RIM =349.75
IE 336.50 (12 "PVC -w) \�
iE- -3:56.60 (12 "PVC - -SW\ �C,
\ J \
If.- :.:3ri.5 (11 F'Vi: -�.} \ \: r �/ \ 4ae \ \ e - �✓ �
LEGAL DESCRIPTION
LOTS 8,9 AND 10 OF HONEY CREEK PLAT, VOL. 59, PG 57, RECORDED IN
KING COUNTY, WASHINGTON.
BASIS OF BEARINGS
PLAT OF HONEY CREEK PARK, VOL. 59, PG. 57 t �,
'1
DATUM NAVD 1988 y �
BENCH MARK ..,.._
MONUMENT AT CONSTRUCTED INTERSECTION OF NE 12TH STREET & MONROE
AVENUE NE, ELEV= 425.1467.
INSTRUMENTATION
INSTRUMENT USED: 5 SECOND ELECTRONIC DISTANCE MEASURING UNIT.
FIELD SURVEY CONTROL WAS BY CLOSED TRAVERSE LOOPS, MINIMUM
CLOSURE OF LOOPS WAS 1:22,000,
IN ACCORDANCE WITH WAC 332 - 130 -090.
5.p0'
CATCH BASIN �,� �,9• \ ® / \
RIM=-'48.83
IE- 346.18 (12'CMP -- )
IE= 346.28 (12 "CMP NPJE) / \ \ Jf _ „ ! \ \ \ \
SANITARY SEWER .9A ?t_E.
RIM= 349.63
If:- .:3:36.48 (12' PVC -W�
IF= s36.138 12 "PVC - - -NE:
E=336.43 (12„ PVC._ E) \ \ \ \ \ \ \ \ t
ifa- 337.68 (12"fVC - -NNE.) \\ \\ \
CATCH _BASIN
=3 4 -Stir}
IC- -..,.37.,14 � � �_ 1 MI \
IE- 3,'3%.39 (1'2 "C- MP - -N) \ \l
lk' =34}.64 (l2 "CMP - -SSw) / \ °� r4iA c3Lr \1 /
j \ hIM-•349 of
SANITgFY �f �'y [a_!A .ap:l�i�; F / � \\ � f iE ,3��41
RIM ,19.09 f y // Z=' 33,' 1 02 "PVt 1t•I!v
Ii_ 3;3`.;.74 (12 PVC- l)
li:.= :53.;..';•1 (1 „PVC;- -i:) � � `. I /
FOUND
4, .'• Ct�NG 0N
+U hi ti;: N I
VI tti 'CAC "I LEAD ," 1 CASE
St?i°J1:�-=ARY ::, WL AlAidtiQl�F'
Dn. RIty1- 348.50
IE= 334.40 (12 "PVC- V}
i lt=334 35 (12"PVC -N)
-7) �40
�j
O
�WtK
--� W co z
Z '-,W
Q00XOmv
�LoI OWL �
o
t
�✓W
0 �-4
cod
b rn
to yy�� �� • 11,J i�•�1
4) O
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P'�
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SYMBOL LEGEND
UTILITY POLE
®
SANITARY SEWER MANHOLE
Q
HUB
®
FOUND MONUMENTIN CASE
13
CATCH BASIN
04
WATER VALVE
FIRE HYDRANT
®
WATER METER
SD
EXISTING STORM DRAIN
74ORTION OF THE SW 1 /4 OF THP SEE 1/4 OF sFo. 4, TWN. 23N, RNG. 5E.7 W.M=
-_ 1/ 1
rl
ICI
\\ \
\ mss\ ® 1 1
INSTALL APPROX. 65LF OF
HDPE PIPE. PORTION OF
\ \\ \ \\ ���• PIPE TO BE LAID ABOVE
?s°, 83 X43'. GROUND TO MINIMIZE
F DISTURBANCE.
SANffAh Y
, ` ;:Vl1.i. <. `,.1aiJiaCij_E_ \ \ \ \ \ • ` \ \ `
Ri.M 3674 lo_ a
Ii- 3 �4.:<< I , 2"PVC: Wl "2 \ \ �h`M \ \ 20 0 10 20 40
o \ \ \ \ g2 \ :>g \ \ ��
�„ \
f IE-3S4.!::(, ,1 t. t V, ... t f �.��/ \ \ \ \294 \ O \ \ ,\ ° \ \
�29s \ ° \ \
Es SEE=
--298\ \ \ \j�
V °3 GRAPHIC SCALE
\ s, i r \ /\ r\ r- r- i / r\ A r� 1 / 00 Y - / /_� ! K C ^tifA= 1 / \ 1 \ 1 \ \ \ \ 3p2- *,_144_45b--0040
` \ \ \ \ SCALE: l'-2o'
y \ \ `30 \ \ \ \ \ \ \
3p8
3 \ \ \ \ \ \ \\ \ \ '�'� \ \ a?a \ O\
,312a \ \\ \ \` Qom_` - °.\\ °\ �\�`
\ \ SA�IITAR`i Sf Vr`Ff2 AAANhOLE \ \ — \ �376 \
\
RIM=— X3.18 — —\ ... _S76 \ \ \\ \ \ °\ �\ \ \ \ \ N, \
OQ ) \ I \ IE ==..337.43 (12"P\/( -NW) _ — _ \ ` _ -320 \ \ \ \ \ ° \ \ \ 1 \ \\ \ \ \ \ H #1 E 11-48 ")
I (12" v ) _ \ _ . _ \ _ 3 _#1° \ \ \ \ \ \ \ ♦ \ R = 89.75
iE= 337 -18 P i:: 4V - \ \ \ o \ \ \
\I \\ ( } .......__ / » _ \ \ \ \ \ �Qb- J� \ ° `, `\ �\ 1 �\ \ \ \ \ \ \ INV.= 285.75
351 ,J8 11 "t'YI. t- \ -®_ 'RIM— 2�.4� •-�- ° \
li °12 (1 "UI 4.'j ♦ I V. 6 &43"- 318:4- !� \ \ I PROVIDE DEBRIS CAGE AND
5.00° _ - .._..�� ♦ �'� \ \ \ \ \ \ a, \ -�
♦ _3z8 _ \ \ \ \ \ ° \ \ \ \ \ \ RIP RAP PERIMETER OF i
D4 �,, \\ \ _ J� / \\ ,�' X330\\ \ \\ \ \ \\ \�� \\ �� \�\ \\ \ \ \\ \ \\ \ \ \ c► \\ STRUCTURE W/ 4» TO 6»
pa �, \ \ \ _ - - , \ \ \ \ \ \ \ \ \ \ \ \ \ \ ° \ \ ♦ \ QUARRY SPALL ROCK
Dd \1� �RIIDE PRIV�►TE \ \ \ \ \ \ \ \ \ \ ��`
\ \ - . __ ` / \ - _ X33 ♦ i\ \ \ �N�M _EASEMEN -T\
IB D4
ai) o'vo-
HOUSE "o-
20.00 1 \ \ \3 \ \ \ / .L. \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ �, \ ` O F \ \ p
�� \ \ \ \ \ \\
\ \ 6'•• \ I . 5.00` \ \ ♦ \ / \ \ \ \ — \ \ \ ` \ \ \ °
�5.00�` \ \ \ DES \ \ \ ` y ,
IUND 4X Cc�hJC MC,Nt ME N�` ,: \ \ \ — L_ `6 'PVC�'ST; _ \
t
-AD IN c:AJE \ \ \\ \ \ \ \ \ \ \ \ \ \ \�' \�
\ \ \\ \ ` \\ \\ \ \ \ \ / F.DO \ S =�:20 0 \ \ \ ,7X o \ /1 #1 E I)
\
'\20-00- ` \ \ \ \ T.L. \ \ \ \ \ \ a �° . a \ / / M =320.5
\ \ \ \ \ \ /\ � #2
\ \ \ \ \ ♦ \ \ \ \ \ �° \ \ \ RIM X3.0 V.= 317.20 (EX. 12 »CMP !N) ro �
® \ \ \ \ \ \ y \ \ \ \ \�/ ♦ \ \ INV. 6" INV.= 317.20 (NEW 12 HDPE)`
\ / \ \ \ \ \ \ ,� \ / ♦ ° \ \ \ \ \ \� °6\ \ \ \ \ \ INV. 6 & 4"=317.70 (�
•
D4 \ \ \ \ \ \ \ / \ \ \ \ / ♦ \ \ \ \ \ � �,o'�\ \ ' \ \� DRILLED CONCRETE FILLED PIERS
/. \ \,.. �• �\ \ ♦ \ \ as \ \ \ \ WILL BE USED TO SUPORT THIS
\ ` / \ S�° S� \ ' \ . \ ♦ \ \ \ \ \ / \\ ax\ \ \ \ \� PROPOSED CATCHBASIN IN PLACE.
\ 39• \ \ ♦ \ \ \ \ / �♦ \ %t \ \ \ PIERS TO BE LOCATED ON EACH
1\
\ \
110-1 \ \ \ \ \ \ \ \ ° \ \ \ \ \ ♦ � \ \ \ SIDE OF HDPE PIPE ON DOWN -HILL
\ \� �L $ . �, \ \ \4S yC♦ \ \ \ \ \ \ \ \ \ \ \ �PECK
i SIDE OF CATCHBASIN.
\ \ \ \ \ \\ \ 2 To
\ \,
-I iOU.SE
\ 2.5 20.00
SAN!]ARY Sr 44rR MANNA i ♦ f
RIM =349.75
IE 336.50 (12 "PVC -w) \�
iE- -3:56.60 (12 "PVC - -SW\ �C,
\ J \
If.- :.:3ri.5 (11 F'Vi: -�.} \ \: r �/ \ 4ae \ \ e - �✓ �
LEGAL DESCRIPTION
LOTS 8,9 AND 10 OF HONEY CREEK PLAT, VOL. 59, PG 57, RECORDED IN
KING COUNTY, WASHINGTON.
BASIS OF BEARINGS
PLAT OF HONEY CREEK PARK, VOL. 59, PG. 57 t �,
'1
DATUM NAVD 1988 y �
BENCH MARK ..,.._
MONUMENT AT CONSTRUCTED INTERSECTION OF NE 12TH STREET & MONROE
AVENUE NE, ELEV= 425.1467.
INSTRUMENTATION
INSTRUMENT USED: 5 SECOND ELECTRONIC DISTANCE MEASURING UNIT.
FIELD SURVEY CONTROL WAS BY CLOSED TRAVERSE LOOPS, MINIMUM
CLOSURE OF LOOPS WAS 1:22,000,
IN ACCORDANCE WITH WAC 332 - 130 -090.
5.p0'
CATCH BASIN �,� �,9• \ ® / \
RIM=-'48.83
IE- 346.18 (12'CMP -- )
IE= 346.28 (12 "CMP NPJE) / \ \ Jf _ „ ! \ \ \ \
SANITARY SEWER .9A ?t_E.
RIM= 349.63
If:- .:3:36.48 (12' PVC -W�
IF= s36.138 12 "PVC - - -NE:
E=336.43 (12„ PVC._ E) \ \ \ \ \ \ \ \ t
ifa- 337.68 (12"fVC - -NNE.) \\ \\ \
CATCH _BASIN
=3 4 -Stir}
IC- -..,.37.,14 � � �_ 1 MI \
IE- 3,'3%.39 (1'2 "C- MP - -N) \ \l
lk' =34}.64 (l2 "CMP - -SSw) / \ °� r4iA c3Lr \1 /
j \ hIM-•349 of
SANITgFY �f �'y [a_!A .ap:l�i�; F / � \\ � f iE ,3��41
RIM ,19.09 f y // Z=' 33,' 1 02 "PVt 1t•I!v
Ii_ 3;3`.;.74 (12 PVC- l)
li:.= :53.;..';•1 (1 „PVC;- -i:) � � `. I /
FOUND
4, .'• Ct�NG 0N
+U hi ti;: N I
VI tti 'CAC "I LEAD ," 1 CASE
St?i°J1:�-=ARY ::, WL AlAidtiQl�F'
Dn. RIty1- 348.50
IE= 334.40 (12 "PVC- V}
i lt=334 35 (12"PVC -N)
-7) �40
�j
O
�WtK
--� W co z
Z '-,W
Q00XOmv
�LoI OWL �
o
t
�✓W
0 �-4
cod
b rn
to yy�� �� • 11,J i�•�1
4) O
ti3 • .,-q •5 U
P'�
•- I c;