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(L CHANNEL HORIZONTAL CURVE DATA
CURVE
RADIUS (ft)
LENGTH (ft)
DELTA
PI NORTHING
PI EASTING
NOTES, SEE SHEET 2.
11T' F.AIR',,AY -,
3. THE CONTRACTOR SHALL WORK SOLEY WITHIN THE
CONSTRUCTION LIMITS UNLESS OTHERWISE APPROVED
HC -1
30' -0"
22.34
42'40'20"
175436.69
1310239.33
HC -2
150' -0"
156 -99
59.57'51"
175522.26
1310501.68
HC -3
125' -0"
49.15
22'32'41"
175414.89
1 1310621 -07
,t
q, , t v
�- N
x
48� CEDAR
PROTECT TREE WITH
RE -ROUTE IRRIGATION PIPE &
FENCING, 3' MIN OFFSET �
- Lowered
ELECT ONDUIT TO ROSSING #�t'
SEE UPPLEMEN L SPECIFICKTIONS
AND NOTE 9/ �✓�\��.
FC STA 0 +19- 5
q CROSSING #1
SEE TYPICAL CROSSING 2x00
N CONSTRUCTION LIMITS TYP /' 4
BEGIN GRAVEL CART PATH, APPROX FC SIA 2 +30'
SEE TYPICAL GRAVEL PATH SECTION
HC -2
PLAN, SHEET 10 y SEE NOTE 3 r raa ry- WITH CITY FOLLOWING LOWER FISH CHANNEL
EXCAVATION.
A _ 6. LOWER FISH CHANNEL DEFINED FROM FC STA 0 +19.32
START OF NEW CONSTRUCTION�cs /� b ~ '/' �'- %e -y ` ,y0 X�L� TO FC STA 14 +00.23. UPPER FISH CHANNEL DEFINED
FC STA 0 +09.32 ° /'' j ' B -2' I ``� IC/ FROM MC STA 6 +68 TO MC STA 10 +00. SEE
MATCH CHANNEL INVERT TO EXIST. /' B_1 r ;. j' - ', �/','` •\ ' *✓� j �'�_ - ,,• `� �'�P /� SPECIAL PROVISIONS.
2" G4ty jRR Lew d
6' X 4' BOX CULVERT INVERT
F wee. ?b,..,e r" egad z i \ \ 2 +� DE>C' �Sy t� TrB. �\ G 7. HABITAT STRUCTURES LOCATED AT APPROXIMATE
'aC C / \ 5958 E / - / -' /' `� / v fFTf9> `� `\ �2�, C �\ Q �/" LOCATIONS. SEE SHEET 2 FOR LEGEND AND SHEET
F6"
0,4,t. ry Lowe J S �1" / / ) 9� \ /� U 12 FOR DETAILS. CONTRACTOR TO LOCATE
Tq , N � NEE ) RELOCAk- ,IRRIGATION /� F` /4 INDIVIDUAL STRUCTURES BY SCALING DRAWING IN
LINE, SEE NbT €�- - - - Q
•o. - CROSSING #2 �\ ` `° `� � CONJUNCTION WITH DIRECTION FROM THE CITY-
+\ FC STA 2 +02.65 \ / ( ``\� {` O
��✓,� �� SEE TYPICAL CROSSING `� `? ,�O• � 3. FOR VEGETATION PLANTING AND RETORATION, SEE
` \\ j,., '..\, \ `.- / SHEETS 19 -22.
PL -9N, SHEET 10 ` y
ALIGN GRAVEL PATH\ x /� -�� \- �X 9. BURIED IRRIGATION SYSTEM PIPING AND ELECTRICAL
TO NEW CROSSING C\ CONDUITS ARE SHOWN IN APPROXIMATE LOCATION.
RELOCATE LINE- T per\ CONTRACTOR SHALL LOWER ALL PIPES AND CONDUITS
/ \ .,ate RELOCATE IRRIGATION / .F yF TO' PASS BELOW THE NEW CHANNEL WITH 12" MIMINUM
HEADWALL CI - '�� LINE, SEE NOTE 9 FT D--C 11 COVER TO THE NEW CHANNEL. INVERT. IR2;3ATION
t ?0.96 �..� F N ,t / �.;;_ 1 `9J �� I I' SYSTEM TO BE RESTORED TO A WATER TIGHT AND
FUNCTIONAL STATE AS REQUIRED.
'C UTILITI CROSSING AND S :;
t TRANSITION; SEE DETAIL 1, SHT 7
AND. ADDITIONAL DRAWINGS _.IG\ HC -3 0
FFN
6" PINE
20.0'
2.0' 10.0' 8.0'
TOP OF BANK -� 4" OF CRUSHED GRAVEL CONSTRUCTION LIMITS
EX IST
rn F + 00 \ E 1 / SURFACING SEE NOTE 3
m' EX �' �,
CONC BOX. C T ,L�S- Bu, /t N fer : T S PLAN A \' - I /EXISTING GROUND
® UPSTREAM FAC HEADWALL FC STA 0 +00 TO FC STA 4+75 /
\ \\ N 175407.53 \ \� /. ARp .rb a,,so > /,.•yb _ ,
.�F / E 1310221.96 \ Ci7unn �°/ orerex eq Yq led 6 3' ono //� 3' dPe ar fhPn 1.u,
\ e9, IE 65.86 Y P F SCAM 0' -, 10 20 40 FEET - COMPACTED SUBGRADE
1 CONTRACTOR TO �\ 2. / F- f .,{' �o•.�oe, -.,,. r •Y qu.eed fr cbn+.nc -i/ bed Sin oorsf /r�S.3f.rnr, 6f7s`•.L _� -..` I I /
\ LOCATION AND INVERT. 3, M „• ,�+ war vq/r� .nrf4 // d /e.�/ - FOR FISH CHANNEL GEOMETRY
EXCEP"T_AS _NOTED I SEE SHEET 9
T.O. HEADWALL. EL. 70.96 TYPICAL GRAVEL PATH SECTION
EXISTING WSDOT CULVERT
WINGWALL STRUCTURE; I -1- - NO SCALE
APPROX GROUND LINE I.E. _ -65.86 TYPICAL SECTION A TYPICAL ''.SECTION B TYPICAL SECTION C
S o' SEE NOTE 5 W Uai
o 6 ;o o z W
N O -
7B.. ........ .. ...... .... .... +. ...... ............. ........... ..... ... ....... ... ........ ..... ........ ................... .. s rn __:
..........
H + 4- B 2 TOH 70 0 EXISTING GROUND _- ---- AT CHAN _ -__ -__ - -- - -_ - - -- _ - ------------- . . . . .. .... .. ........... .. ... ..�.I. 76 Z6403
' - -
O - N N h - " " - -- ---------- -
w a . .. -- _ .........
V
.. - - -.
W
72 ... ....... .. .......... ..
T 0 PIPE..(UQW1) -!-':EL. 66.67- SITE PLAN LOCATION
B-_
3 �TOH '69 -7- " " " " - `�
.. ............................ ... .......... .. ... ... ... ... ..............:................ .. -. - - ........... ............------------------------ =- -- -' - - --.._.- .....-- ------- - ------ -
:..
PIPE TO BE RELOCATED
- - -
..� 72
BELOW CHANNEi... .. .
U
I b
... B -1 TOH 66.6 Mi ul ...... - �I ANNEL INVERT - ... ... -i FLOW
68 - ............. a...... .... . - ....... ... w .. ..... �� .... .. ..... -.. FISH C _
... ........... ... .......... .. ......... ... -- ..
- ----- - - - - -- ---------- - - - - -- - - -_ - -- - .... . ............ _ y ..... ....... a
.
..
n:
0 Fr 6
64 ........ .........: ....... - ..... ------ .......... ...:..... ..... ... -- .................. .. ......... .......... .. .... ............ .. ......... ------ ...- .... -- ---........... ............... .. 4
_ _ 1...::
._I 6
STREAMBED GRAVEL, LA THICK IMPERVIOUS APPROVED
LAYER; SEE SUPPLEMENTAL
- - _ - - -L 12"
MIN. I.
_ L, PROVISIONS
of a � � � o - _ _ EXCAVATION ��
a < w LIMITS, TYP.
o a> m N o POS BY D DATE -6 -99
o a Z z �z �z oZ 3 > PROBABLE SILTY °o wA TL
> _-- o o o o o o o �` SOIL/GRANULAR c, o � oF s �•� _
I o o m o o o NU m SOIL .BOUNDARY o �. �I e CITY �F ',RFiNTON
W N N 3 0 > + °, + K O W ro ° SCALE 0 10 20 40 FEET A ss�ez 4 DEPARTMENT OF PUBLIC .WORKS In U Z0� N N- r7 I1I I I H
oo x o O W of - co. BOTTOM OF ¢ via ~ co m P o W
+ _ ',+ u o + o o BORE HOLE (TYP) a a a co : °� Ec1siERE `w
�.� z x w m F- o W 1- HORIZONTAL: 1" = 20' 0" c.) �2
O O W W O H O r.. �. N : V) u) Q ' J. W
FWDO(, �a 0]
N rr °w� o_ w ° Y o O SS /Dxat E�� MAPLEWOOD CREEK FISH ',CHANNEL PROJECT
N w c~iim' cn .iri rn rz v) >.w W . W c�� crW `` I I I I a W ExaeES ' 12-21-99 SITE PLAN A AND PROFILE
o a- N m x J SCALE 0 2 4 8 FEET >
U t` VERTICAL:'' 1 4' -0" As - L3 ./f /JPY Owc / / -/q -.99' DESIGNED: CMG ,DATE: 7/1/98 FILE NAME: SHEET03
DRAWN DWH / DPT
�:'V ?�� ?��
CHANNEL � PROFI C.._ : Engineers and Scientists I CHECKED: DW SCALE: AS SHOWN. Fl- 3 -E:
/° - PROFILE Bellevue, Washington
TEL- (425) 602 -4020 NO. REVISION BY APPR. DATE APPROVED: SHEET: 3 OF: 22
FAX: (425) 602 -4020 oAE�roR of o�a� woaks
NOTES:
SCANNED MAR 3 0 2000
1. THESE NOTES APPLY ALSO TO SHEETS 4 -6.
�-
I Y 2. FOR LEGEND, ABBREVIATIONS AND OTHER APPLICABLE
®
NOTES, SEE SHEET 2.
11T' F.AIR',,AY -,
3. THE CONTRACTOR SHALL WORK SOLEY WITHIN THE
CONSTRUCTION LIMITS UNLESS OTHERWISE APPROVED
BY THE CITY. THE CONTRACTOR SHALL REPAIR,
REVEGETATE AND IN ALL WAY RESTORE ALL AREAS
OUTSIDE OF THE CONSTRUCTION LIMITS TO THEIR
PRE- EXISTING CONDITION.
A
^96
4. SEE UTILITY LOCATE INFORMATION TABLE ON SHEET
yX
� P
7 FOR EXISTING UNDERGROUND UTILITY INFORMATION.
5. ADJUST SEPARATE START AND END STATIONS OF
-
Q
IMPERVIOUS LAYER DEPENDING ON ACTUAL SITE
CONDITIONS. CONTRACTOR TO COORDINATE LIMITS
PLAN, SHEET 10 y SEE NOTE 3 r raa ry- WITH CITY FOLLOWING LOWER FISH CHANNEL
EXCAVATION.
A _ 6. LOWER FISH CHANNEL DEFINED FROM FC STA 0 +19.32
START OF NEW CONSTRUCTION�cs /� b ~ '/' �'- %e -y ` ,y0 X�L� TO FC STA 14 +00.23. UPPER FISH CHANNEL DEFINED
FC STA 0 +09.32 ° /'' j ' B -2' I ``� IC/ FROM MC STA 6 +68 TO MC STA 10 +00. SEE
MATCH CHANNEL INVERT TO EXIST. /' B_1 r ;. j' - ', �/','` •\ ' *✓� j �'�_ - ,,• `� �'�P /� SPECIAL PROVISIONS.
2" G4ty jRR Lew d
6' X 4' BOX CULVERT INVERT
F wee. ?b,..,e r" egad z i \ \ 2 +� DE>C' �Sy t� TrB. �\ G 7. HABITAT STRUCTURES LOCATED AT APPROXIMATE
'aC C / \ 5958 E / - / -' /' `� / v fFTf9> `� `\ �2�, C �\ Q �/" LOCATIONS. SEE SHEET 2 FOR LEGEND AND SHEET
F6"
0,4,t. ry Lowe J S �1" / / ) 9� \ /� U 12 FOR DETAILS. CONTRACTOR TO LOCATE
Tq , N � NEE ) RELOCAk- ,IRRIGATION /� F` /4 INDIVIDUAL STRUCTURES BY SCALING DRAWING IN
LINE, SEE NbT €�- - - - Q
•o. - CROSSING #2 �\ ` `° `� � CONJUNCTION WITH DIRECTION FROM THE CITY-
+\ FC STA 2 +02.65 \ / ( ``\� {` O
��✓,� �� SEE TYPICAL CROSSING `� `? ,�O• � 3. FOR VEGETATION PLANTING AND RETORATION, SEE
` \\ j,., '..\, \ `.- / SHEETS 19 -22.
PL -9N, SHEET 10 ` y
ALIGN GRAVEL PATH\ x /� -�� \- �X 9. BURIED IRRIGATION SYSTEM PIPING AND ELECTRICAL
TO NEW CROSSING C\ CONDUITS ARE SHOWN IN APPROXIMATE LOCATION.
RELOCATE LINE- T per\ CONTRACTOR SHALL LOWER ALL PIPES AND CONDUITS
/ \ .,ate RELOCATE IRRIGATION / .F yF TO' PASS BELOW THE NEW CHANNEL WITH 12" MIMINUM
HEADWALL CI - '�� LINE, SEE NOTE 9 FT D--C 11 COVER TO THE NEW CHANNEL. INVERT. IR2;3ATION
t ?0.96 �..� F N ,t / �.;;_ 1 `9J �� I I' SYSTEM TO BE RESTORED TO A WATER TIGHT AND
FUNCTIONAL STATE AS REQUIRED.
'C UTILITI CROSSING AND S :;
t TRANSITION; SEE DETAIL 1, SHT 7
AND. ADDITIONAL DRAWINGS _.IG\ HC -3 0
FFN
6" PINE
20.0'
2.0' 10.0' 8.0'
TOP OF BANK -� 4" OF CRUSHED GRAVEL CONSTRUCTION LIMITS
EX IST
rn F + 00 \ E 1 / SURFACING SEE NOTE 3
m' EX �' �,
CONC BOX. C T ,L�S- Bu, /t N fer : T S PLAN A \' - I /EXISTING GROUND
® UPSTREAM FAC HEADWALL FC STA 0 +00 TO FC STA 4+75 /
\ \\ N 175407.53 \ \� /. ARp .rb a,,so > /,.•yb _ ,
.�F / E 1310221.96 \ Ci7unn �°/ orerex eq Yq led 6 3' ono //� 3' dPe ar fhPn 1.u,
\ e9, IE 65.86 Y P F SCAM 0' -, 10 20 40 FEET - COMPACTED SUBGRADE
1 CONTRACTOR TO �\ 2. / F- f .,{' �o•.�oe, -.,,. r •Y qu.eed fr cbn+.nc -i/ bed Sin oorsf /r�S.3f.rnr, 6f7s`•.L _� -..` I I /
\ LOCATION AND INVERT. 3, M „• ,�+ war vq/r� .nrf4 // d /e.�/ - FOR FISH CHANNEL GEOMETRY
EXCEP"T_AS _NOTED I SEE SHEET 9
T.O. HEADWALL. EL. 70.96 TYPICAL GRAVEL PATH SECTION
EXISTING WSDOT CULVERT
WINGWALL STRUCTURE; I -1- - NO SCALE
APPROX GROUND LINE I.E. _ -65.86 TYPICAL SECTION A TYPICAL ''.SECTION B TYPICAL SECTION C
S o' SEE NOTE 5 W Uai
o 6 ;o o z W
N O -
7B.. ........ .. ...... .... .... +. ...... ............. ........... ..... ... ....... ... ........ ..... ........ ................... .. s rn __:
..........
H + 4- B 2 TOH 70 0 EXISTING GROUND _- ---- AT CHAN _ -__ -__ - -- - -_ - - -- _ - ------------- . . . . .. .... .. ........... .. ... ..�.I. 76 Z6403
' - -
O - N N h - " " - -- ---------- -
w a . .. -- _ .........
V
.. - - -.
W
72 ... ....... .. .......... ..
T 0 PIPE..(UQW1) -!-':EL. 66.67- SITE PLAN LOCATION
B-_
3 �TOH '69 -7- " " " " - `�
.. ............................ ... .......... .. ... ... ... ... ..............:................ .. -. - - ........... ............------------------------ =- -- -' - - --.._.- .....-- ------- - ------ -
:..
PIPE TO BE RELOCATED
- - -
..� 72
BELOW CHANNEi... .. .
U
I b
... B -1 TOH 66.6 Mi ul ...... - �I ANNEL INVERT - ... ... -i FLOW
68 - ............. a...... .... . - ....... ... w .. ..... �� .... .. ..... -.. FISH C _
... ........... ... .......... .. ......... ... -- ..
- ----- - - - - -- ---------- - - - - -- - - -_ - -- - .... . ............ _ y ..... ....... a
.
..
n:
0 Fr 6
64 ........ .........: ....... - ..... ------ .......... ...:..... ..... ... -- .................. .. ......... .......... .. .... ............ .. ......... ------ ...- .... -- ---........... ............... .. 4
_ _ 1...::
._I 6
STREAMBED GRAVEL, LA THICK IMPERVIOUS APPROVED
LAYER; SEE SUPPLEMENTAL
- - _ - - -L 12"
MIN. I.
_ L, PROVISIONS
of a � � � o - _ _ EXCAVATION ��
a < w LIMITS, TYP.
o a> m N o POS BY D DATE -6 -99
o a Z z �z �z oZ 3 > PROBABLE SILTY °o wA TL
> _-- o o o o o o o �` SOIL/GRANULAR c, o � oF s �•� _
I o o m o o o NU m SOIL .BOUNDARY o �. �I e CITY �F ',RFiNTON
W N N 3 0 > + °, + K O W ro ° SCALE 0 10 20 40 FEET A ss�ez 4 DEPARTMENT OF PUBLIC .WORKS In U Z0� N N- r7 I1I I I H
oo x o O W of - co. BOTTOM OF ¢ via ~ co m P o W
+ _ ',+ u o + o o BORE HOLE (TYP) a a a co : °� Ec1siERE `w
�.� z x w m F- o W 1- HORIZONTAL: 1" = 20' 0" c.) �2
O O W W O H O r.. �. N : V) u) Q ' J. W
FWDO(, �a 0]
N rr °w� o_ w ° Y o O SS /Dxat E�� MAPLEWOOD CREEK FISH ',CHANNEL PROJECT
N w c~iim' cn .iri rn rz v) >.w W . W c�� crW `` I I I I a W ExaeES ' 12-21-99 SITE PLAN A AND PROFILE
o a- N m x J SCALE 0 2 4 8 FEET >
U t` VERTICAL:'' 1 4' -0" As - L3 ./f /JPY Owc / / -/q -.99' DESIGNED: CMG ,DATE: 7/1/98 FILE NAME: SHEET03
DRAWN DWH / DPT
�:'V ?�� ?��
CHANNEL � PROFI C.._ : Engineers and Scientists I CHECKED: DW SCALE: AS SHOWN. Fl- 3 -E:
/° - PROFILE Bellevue, Washington
TEL- (425) 602 -4020 NO. REVISION BY APPR. DATE APPROVED: SHEET: 3 OF: 22
FAX: (425) 602 -4020 oAE�roR of o�a� woaks
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