|
SW 1/4, SEC. 07, TWP. 28N., R05E, W.M.
<br />U i f f f f
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<br />TYP. SURFACE ACCESS: STANDARD MANHOLE RING
<br />W/GRATED ROUND COVER (LOCKING) FOR
<br />VENTILATION, LOCATION PER PLAN. SEE NOTE 5----)
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<br />VAULT PLAN
<br />SCALE AS NOTED
<br />STA �I
<br />FG=572.
<br />FND. DRAIN: CONT.
<br />4" PERF. PVC DRAIN
<br />IN GRAVEL BACKFILL,
<br />BOT.=556.84
<br />BOT. FIG.
<br />TYPICAL SOUTHWEST VAULT SECTION
<br />NOT TO SCALE
<br />5x1O' G TED ACCESS,
<br />RIM= SEE NOTE
<br />L
<br />B
<br />IL 5 ✓-.62_4_I
<br />WALL OPENING, SEE PLAN
<br />FOR LOCATIONS (TYP.)
<br />1.25' MIN. COVER
<br />_P II p
<br />o -- ° J CW�C�y-
<br />- r
<br />41+34.41 Y2LTSTA
<br />FG=573.34 1
<br />LON PIPE
<br />TH FRAME AND
<br />LOCKING GRATE
<br />RIM=573.32
<br />—L ---------------— Fm
<br />mooaTIII
<br />ad
<br />68 4
<br />4 =_ ___— i ______ —4'I
<br />tD I ALL OPENING (TYP.)
<br />ad I I RIM=572.48
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<br />�� 54
<br />1.73,E
<br />'� 4" PERF. PVC FOOTING DRAIN, o
<br />IE=556.92 + 10
<br />SURFACE ACCESS: STANDARD MANHOLE RING AND
<br />SOLID ROUND COVER (LOCKING) MARKED DRAIN,
<br />LOCATION PER PLAN. SEE NOTE 5
<br />562.44
<br />O IE(IN)=56z.6
<br />°4
<br />t
<br />c
<br />i
<br />c
<br />_ RD RM
<br />VENTILATION PIPE
<br />FRAME AND
<br />KING GRA TT
<br />CAST -IN -PLACE REINF. CONC.
<br />VAULT w/POURED OR HOLLOW
<br />CORE PLANK LID (TIP.)
<br />VAULT BOT.
<br />4
<br />SUITABLE COMPACT NATIVE OR
<br />IMPORT STRUCTURAL FILL
<br />SUBGRADE MATERIAL
<br />N
<br />0 20 40
<br />PLAN IN FEET
<br />4
<br />5z10' GRATED
<br />OPENING, SEE NOTE 4
<br />FINISH GRADE
<br />TIP. SURFACE ACCESS:
<br />STANDARD MANHOLE RING AND SOLID
<br />ROUND COVER (LOCKING) MARKED DRAIN,
<br />LOCATION PER PLAN; SEE NOTE 5
<br />WALL OPENING, SEE PLAN
<br />FOR LOCATIONS (TIP.)
<br />r-6n MIN. FREEBOARD
<br />4
<br />4
<br />1DO- YR W.S.=464.44 563.27
<br />50-YR. W.S.=`ems 563.19
<br />10-YR. WS.-561.94 561.91
<br />2-YR. W.S. M0.42 560.69
<br />6" MIN. DEPTH GRAVEL FOUNDATION
<br />MATERIAL PER WSDOT 9-03.12(1)B OR
<br />AS SPECIFIED BY PROJECT GEOTECHNICAL
<br />OR STRUCTURAL ENGINEER
<br />562.44 FROM
<br />IE=562-66
<br />FND. DRAIN: CONT.
<br />4" PERF. PVC DRAIN
<br />IN GRAVEL BACKFILL,
<br />IE=556.92
<br />BOT.=556.38
<br />Iiiil�7t�
<br />SEE STRUCT. PLANS (T
<br />LO
<br />12 " MIN
<br />SED. STORAGE
<br />TYPICAL SOUTHWEST VAULT SECTION
<br />NOT TO SCALE
<br />4
<br />TIP. SURFACE ACCESS:
<br />STANDARD MANHOLE RING AND SOLID
<br />ROUND COVER (LOCKING) MARKED DRAIN,
<br />LOCATION PER PLAN; SEE NOTE 5
<br />6" MIN.
<br />4
<br />POLY STEPS OR
<br />LADDER, BOLT TO
<br />VAULT WALL
<br />12" MIN. SED. STORAGE
<br />1.25' MIN. COVER
<br />L
<br />FINISH GRADE
<br />562.35
<br />557.90
<br />1—
<br />ox
<br />4
<br />NOTES:
<br />1. VAULTS AND ALL APPURTENANCES SHALL MEET THE STRUCTURAL REQUIREMENTS FOR OVERBURDEN SUPPORT UNDER A MINIMUM HS-25 TRAFFIC
<br />LOADING WITH ANY SPECIAL PROVISIONS OF THE STRUCTURAL PLANS AND DETAILS.
<br />2. ALL METAL PARTS SHALL BE CORROSION RESISTANT STEEL PARTS SHALL BE STAINLESS STEEL, OR EQUIVALENT.
<br />3. A CONTINUOUS PVC OR HYDROPHILIC WATER STOP SHALL BE INSTALLED AT ALL CAST -IN -PLACE CONCRETE CONSTRUCTION OR EXPANSION JOINTS.
<br />THE CONTRACTOR SHALL PROVIDE THE ENGINEER WITH MANUFACTURER DATA FOR THE SPECIFIC TYPE AND MODEL OF WATER STOP PROPOSED FOR
<br />REVIEW AND APPROVAL PRIOR TO CONSTRUCTION.
<br />4. THE 5k10' VAULT ACCESS OPENING SHALL BE INSTALLED AT THE LOCATION SHOWN ON THIS PLAN IN ACCORDANCE WITH ANY ADDITIONAL PROVISIONS
<br />OF THE ACCOMPANYING STRUCTURAL PLANS AND DETAILS. THIS OPENING SHALL HAVE A PRE -MANUFACTURED LID INSTALLED FLUSH WITH ADJACENT
<br />FINISHED GRADES. THE TYPE OF COVER MAY BE A REMOVABLE GRATE, SPRING -LOADED HATCH, SOLID, OR EQUIVALENT COMBINATION THAT PROVIDES
<br />A CLEAR OPENING OF 5X10: THE LID SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS FOR THE SAME
<br />STRUCTURAL LOADING CONDITIONS AS THE ASSOCIATED VAULT AS PROVIDED ON THE STRUCTURAL PLANS. THE CONTRACTOR SHALL PROVIDE THE
<br />ENGINEER WITH MANUFACTURER AND SUPPORTING STRUCTURAL DESIGN DATA TO CONFIRM THESE DESIGN PARAMETERS FOR THE ACTUAL TYPE AND
<br />MODEL OF THE VAULT ACCESS PROPOSED FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION.
<br />5. RIM ELEVATIONS AND LOCATIONS SHALL BE PER PLAN AND MAY BE ADJUSTED AS REQUIRED TO ACCOMMODATE FINISHED GRADE CONDITIONS AS
<br />APPROVED BY ENGINEER.
<br />6. ALL UNSUITABLE SOILS SHALL BE REMOVED FROM FOOTPRINT OF VAULT AND TO A DISTANCE BEYOND THE VAULT EQUAL TO THE DEPTH OF OVER
<br />EXCAVATED MATERIAL IN ACCORDANCE WITH THE PROJECT PLANS AND SPECIFICATIONS, AND AS DIRECTED BY THE ENGINEER. ALL UNSUITABLE
<br />MATERIAL SHALL BE REPLACED WITH SUITABLE COMPACT STRUCTURAL FILL MATERIAL.
<br />7. VAULT LOCATION COORDINATES AND DIMENSIONS REFERENCE FINISHED INSIDE WALL UNLESS NOTED OTHERWISE.
<br />Copyright ® 2020 CPH Consultants, U.C. Al Rlghts Reserved.
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<br />THE AS -BUILT INFORMATION
<br />SHOWN ON THIS PLAN IS PER
<br />A FIELD SURVEY PERFORMED
<br />3Y MEAD GILMAN ASSOCIATES
<br />AND/OR RECORD DATA
<br />PROVIDED BY THE
<br />CONTRACTOR.
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<br />U. U
<br />CLIENT
<br />FOUR CORNERS, LLC
<br />10900 NE 8TH STREET
<br />SUITE 1200
<br />BELLEVUE, WA98004
<br />PHONE: (425) 453-9551
<br />C P H
<br />CONSULTANTS
<br />Site Planning * CNiI Engineering
<br />Landscape Architecture • Land Use Consulting
<br />11321-B NE 1201h Street
<br />Kirkland, WA 98034 • (425) 285-2390
<br />101 South Wenatchee Avenue, Suite C3
<br />Wenatchee, WA 98MI • (509) 293-7731
<br />www.cphconsultants.com
<br />PROJECT NO.
<br />0024-18-042
<br />DRAWING
<br />C3.34
<br />SHEET 32 OF 62
<br />3
<br />t
<br />M
<br />U
<br />/
<br />E
<br />a
<br />0
<br />TYP. SURFACE ACCESS: STANDARD MANHOLE RING
<br />W/GRATED ROUND COVER (LOCKING) FOR
<br />VENTILATION, LOCATION PER PLAN. SEE NOTE 5----)
<br />°
<br />J
<br />cz I I
<br />_) ILLJ I of
<br />h
<br />0 I I
<br />—N I of
<br />I ;L
<br />°I
<br />h
<br />pi
<br />I I I
<br />°I
<br />o
<br />VAULT PLAN
<br />SCALE AS NOTED
<br />STA �I
<br />FG=572.
<br />FND. DRAIN: CONT.
<br />4" PERF. PVC DRAIN
<br />IN GRAVEL BACKFILL,
<br />BOT.=556.84
<br />BOT. FIG.
<br />TYPICAL SOUTHWEST VAULT SECTION
<br />NOT TO SCALE
<br />5x1O' G TED ACCESS,
<br />RIM= SEE NOTE
<br />L
<br />B
<br />IL 5 ✓-.62_4_I
<br />WALL OPENING, SEE PLAN
<br />FOR LOCATIONS (TYP.)
<br />1.25' MIN. COVER
<br />_P II p
<br />o -- ° J CW�C�y-
<br />- r
<br />41+34.41 Y2LTSTA
<br />FG=573.34 1
<br />LON PIPE
<br />TH FRAME AND
<br />LOCKING GRATE
<br />RIM=573.32
<br />—L ---------------— Fm
<br />mooaTIII
<br />ad
<br />68 4
<br />4 =_ ___— i ______ —4'I
<br />tD I ALL OPENING (TYP.)
<br />ad I I RIM=572.48
<br />I
<br />d
<br />Jy
<br />1°
<br />j j j I V-✓/G.T i I Y�
<br />�� 54
<br />1.73,E
<br />'� 4" PERF. PVC FOOTING DRAIN, o
<br />IE=556.92 + 10
<br />SURFACE ACCESS: STANDARD MANHOLE RING AND
<br />SOLID ROUND COVER (LOCKING) MARKED DRAIN,
<br />LOCATION PER PLAN. SEE NOTE 5
<br />562.44
<br />O IE(IN)=56z.6
<br />°4
<br />t
<br />c
<br />i
<br />c
<br />_ RD RM
<br />VENTILATION PIPE
<br />FRAME AND
<br />KING GRA TT
<br />CAST -IN -PLACE REINF. CONC.
<br />VAULT w/POURED OR HOLLOW
<br />CORE PLANK LID (TIP.)
<br />VAULT BOT.
<br />4
<br />SUITABLE COMPACT NATIVE OR
<br />IMPORT STRUCTURAL FILL
<br />SUBGRADE MATERIAL
<br />N
<br />0 20 40
<br />PLAN IN FEET
<br />4
<br />5z10' GRATED
<br />OPENING, SEE NOTE 4
<br />FINISH GRADE
<br />TIP. SURFACE ACCESS:
<br />STANDARD MANHOLE RING AND SOLID
<br />ROUND COVER (LOCKING) MARKED DRAIN,
<br />LOCATION PER PLAN; SEE NOTE 5
<br />WALL OPENING, SEE PLAN
<br />FOR LOCATIONS (TIP.)
<br />r-6n MIN. FREEBOARD
<br />4
<br />4
<br />1DO- YR W.S.=464.44 563.27
<br />50-YR. W.S.=`ems 563.19
<br />10-YR. WS.-561.94 561.91
<br />2-YR. W.S. M0.42 560.69
<br />6" MIN. DEPTH GRAVEL FOUNDATION
<br />MATERIAL PER WSDOT 9-03.12(1)B OR
<br />AS SPECIFIED BY PROJECT GEOTECHNICAL
<br />OR STRUCTURAL ENGINEER
<br />562.44 FROM
<br />IE=562-66
<br />FND. DRAIN: CONT.
<br />4" PERF. PVC DRAIN
<br />IN GRAVEL BACKFILL,
<br />IE=556.92
<br />BOT.=556.38
<br />Iiiil�7t�
<br />SEE STRUCT. PLANS (T
<br />LO
<br />12 " MIN
<br />SED. STORAGE
<br />TYPICAL SOUTHWEST VAULT SECTION
<br />NOT TO SCALE
<br />4
<br />TIP. SURFACE ACCESS:
<br />STANDARD MANHOLE RING AND SOLID
<br />ROUND COVER (LOCKING) MARKED DRAIN,
<br />LOCATION PER PLAN; SEE NOTE 5
<br />6" MIN.
<br />4
<br />POLY STEPS OR
<br />LADDER, BOLT TO
<br />VAULT WALL
<br />12" MIN. SED. STORAGE
<br />1.25' MIN. COVER
<br />L
<br />FINISH GRADE
<br />562.35
<br />557.90
<br />1—
<br />ox
<br />4
<br />NOTES:
<br />1. VAULTS AND ALL APPURTENANCES SHALL MEET THE STRUCTURAL REQUIREMENTS FOR OVERBURDEN SUPPORT UNDER A MINIMUM HS-25 TRAFFIC
<br />LOADING WITH ANY SPECIAL PROVISIONS OF THE STRUCTURAL PLANS AND DETAILS.
<br />2. ALL METAL PARTS SHALL BE CORROSION RESISTANT STEEL PARTS SHALL BE STAINLESS STEEL, OR EQUIVALENT.
<br />3. A CONTINUOUS PVC OR HYDROPHILIC WATER STOP SHALL BE INSTALLED AT ALL CAST -IN -PLACE CONCRETE CONSTRUCTION OR EXPANSION JOINTS.
<br />THE CONTRACTOR SHALL PROVIDE THE ENGINEER WITH MANUFACTURER DATA FOR THE SPECIFIC TYPE AND MODEL OF WATER STOP PROPOSED FOR
<br />REVIEW AND APPROVAL PRIOR TO CONSTRUCTION.
<br />4. THE 5k10' VAULT ACCESS OPENING SHALL BE INSTALLED AT THE LOCATION SHOWN ON THIS PLAN IN ACCORDANCE WITH ANY ADDITIONAL PROVISIONS
<br />OF THE ACCOMPANYING STRUCTURAL PLANS AND DETAILS. THIS OPENING SHALL HAVE A PRE -MANUFACTURED LID INSTALLED FLUSH WITH ADJACENT
<br />FINISHED GRADES. THE TYPE OF COVER MAY BE A REMOVABLE GRATE, SPRING -LOADED HATCH, SOLID, OR EQUIVALENT COMBINATION THAT PROVIDES
<br />A CLEAR OPENING OF 5X10: THE LID SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS FOR THE SAME
<br />STRUCTURAL LOADING CONDITIONS AS THE ASSOCIATED VAULT AS PROVIDED ON THE STRUCTURAL PLANS. THE CONTRACTOR SHALL PROVIDE THE
<br />ENGINEER WITH MANUFACTURER AND SUPPORTING STRUCTURAL DESIGN DATA TO CONFIRM THESE DESIGN PARAMETERS FOR THE ACTUAL TYPE AND
<br />MODEL OF THE VAULT ACCESS PROPOSED FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION.
<br />5. RIM ELEVATIONS AND LOCATIONS SHALL BE PER PLAN AND MAY BE ADJUSTED AS REQUIRED TO ACCOMMODATE FINISHED GRADE CONDITIONS AS
<br />APPROVED BY ENGINEER.
<br />6. ALL UNSUITABLE SOILS SHALL BE REMOVED FROM FOOTPRINT OF VAULT AND TO A DISTANCE BEYOND THE VAULT EQUAL TO THE DEPTH OF OVER
<br />EXCAVATED MATERIAL IN ACCORDANCE WITH THE PROJECT PLANS AND SPECIFICATIONS, AND AS DIRECTED BY THE ENGINEER. ALL UNSUITABLE
<br />MATERIAL SHALL BE REPLACED WITH SUITABLE COMPACT STRUCTURAL FILL MATERIAL.
<br />7. VAULT LOCATION COORDINATES AND DIMENSIONS REFERENCE FINISHED INSIDE WALL UNLESS NOTED OTHERWISE.
<br />Copyright ® 2020 CPH Consultants, U.C. Al Rlghts Reserved.
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<br />0 r -a-
<br />ti ti i
<br />1-9
<br />GI641C1412-
<br />OVAL l�Q
<br />THE AS -BUILT INFORMATION
<br />SHOWN ON THIS PLAN IS PER
<br />A FIELD SURVEY PERFORMED
<br />3Y MEAD GILMAN ASSOCIATES
<br />AND/OR RECORD DATA
<br />PROVIDED BY THE
<br />CONTRACTOR.
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<br />U. U
<br />CLIENT
<br />FOUR CORNERS, LLC
<br />10900 NE 8TH STREET
<br />SUITE 1200
<br />BELLEVUE, WA98004
<br />PHONE: (425) 453-9551
<br />C P H
<br />CONSULTANTS
<br />Site Planning * CNiI Engineering
<br />Landscape Architecture • Land Use Consulting
<br />11321-B NE 1201h Street
<br />Kirkland, WA 98034 • (425) 285-2390
<br />101 South Wenatchee Avenue, Suite C3
<br />Wenatchee, WA 98MI • (509) 293-7731
<br />www.cphconsultants.com
<br />PROJECT NO.
<br />0024-18-042
<br />DRAWING
<br />C3.34
<br />SHEET 32 OF 62
<br />ad
<br />68 4
<br />4 =_ ___— i ______ —4'I
<br />tD I ALL OPENING (TYP.)
<br />ad I I RIM=572.48
<br />I
<br />d
<br />Jy
<br />1°
<br />j j j I V-✓/G.T i I Y�
<br />�� 54
<br />1.73,E
<br />'� 4" PERF. PVC FOOTING DRAIN, o
<br />IE=556.92 + 10
<br />SURFACE ACCESS: STANDARD MANHOLE RING AND
<br />SOLID ROUND COVER (LOCKING) MARKED DRAIN,
<br />LOCATION PER PLAN. SEE NOTE 5
<br />562.44
<br />O IE(IN)=56z.6
<br />°4
<br />t
<br />c
<br />i
<br />c
<br />_ RD RM
<br />VENTILATION PIPE
<br />FRAME AND
<br />KING GRA TT
<br />CAST -IN -PLACE REINF. CONC.
<br />VAULT w/POURED OR HOLLOW
<br />CORE PLANK LID (TIP.)
<br />VAULT BOT.
<br />4
<br />SUITABLE COMPACT NATIVE OR
<br />IMPORT STRUCTURAL FILL
<br />SUBGRADE MATERIAL
<br />N
<br />0 20 40
<br />PLAN IN FEET
<br />4
<br />5z10' GRATED
<br />OPENING, SEE NOTE 4
<br />FINISH GRADE
<br />TIP. SURFACE ACCESS:
<br />STANDARD MANHOLE RING AND SOLID
<br />ROUND COVER (LOCKING) MARKED DRAIN,
<br />LOCATION PER PLAN; SEE NOTE 5
<br />WALL OPENING, SEE PLAN
<br />FOR LOCATIONS (TIP.)
<br />r-6n MIN. FREEBOARD
<br />4
<br />4
<br />1DO- YR W.S.=464.44 563.27
<br />50-YR. W.S.=`ems 563.19
<br />10-YR. WS.-561.94 561.91
<br />2-YR. W.S. M0.42 560.69
<br />6" MIN. DEPTH GRAVEL FOUNDATION
<br />MATERIAL PER WSDOT 9-03.12(1)B OR
<br />AS SPECIFIED BY PROJECT GEOTECHNICAL
<br />OR STRUCTURAL ENGINEER
<br />562.44 FROM
<br />IE=562-66
<br />FND. DRAIN: CONT.
<br />4" PERF. PVC DRAIN
<br />IN GRAVEL BACKFILL,
<br />IE=556.92
<br />BOT.=556.38
<br />Iiiil�7t�
<br />SEE STRUCT. PLANS (T
<br />LO
<br />12 " MIN
<br />SED. STORAGE
<br />TYPICAL SOUTHWEST VAULT SECTION
<br />NOT TO SCALE
<br />4
<br />TIP. SURFACE ACCESS:
<br />STANDARD MANHOLE RING AND SOLID
<br />ROUND COVER (LOCKING) MARKED DRAIN,
<br />LOCATION PER PLAN; SEE NOTE 5
<br />6" MIN.
<br />4
<br />POLY STEPS OR
<br />LADDER, BOLT TO
<br />VAULT WALL
<br />12" MIN. SED. STORAGE
<br />1.25' MIN. COVER
<br />L
<br />FINISH GRADE
<br />562.35
<br />557.90
<br />1—
<br />ox
<br />4
<br />NOTES:
<br />1. VAULTS AND ALL APPURTENANCES SHALL MEET THE STRUCTURAL REQUIREMENTS FOR OVERBURDEN SUPPORT UNDER A MINIMUM HS-25 TRAFFIC
<br />LOADING WITH ANY SPECIAL PROVISIONS OF THE STRUCTURAL PLANS AND DETAILS.
<br />2. ALL METAL PARTS SHALL BE CORROSION RESISTANT STEEL PARTS SHALL BE STAINLESS STEEL, OR EQUIVALENT.
<br />3. A CONTINUOUS PVC OR HYDROPHILIC WATER STOP SHALL BE INSTALLED AT ALL CAST -IN -PLACE CONCRETE CONSTRUCTION OR EXPANSION JOINTS.
<br />THE CONTRACTOR SHALL PROVIDE THE ENGINEER WITH MANUFACTURER DATA FOR THE SPECIFIC TYPE AND MODEL OF WATER STOP PROPOSED FOR
<br />REVIEW AND APPROVAL PRIOR TO CONSTRUCTION.
<br />4. THE 5k10' VAULT ACCESS OPENING SHALL BE INSTALLED AT THE LOCATION SHOWN ON THIS PLAN IN ACCORDANCE WITH ANY ADDITIONAL PROVISIONS
<br />OF THE ACCOMPANYING STRUCTURAL PLANS AND DETAILS. THIS OPENING SHALL HAVE A PRE -MANUFACTURED LID INSTALLED FLUSH WITH ADJACENT
<br />FINISHED GRADES. THE TYPE OF COVER MAY BE A REMOVABLE GRATE, SPRING -LOADED HATCH, SOLID, OR EQUIVALENT COMBINATION THAT PROVIDES
<br />A CLEAR OPENING OF 5X10: THE LID SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS FOR THE SAME
<br />STRUCTURAL LOADING CONDITIONS AS THE ASSOCIATED VAULT AS PROVIDED ON THE STRUCTURAL PLANS. THE CONTRACTOR SHALL PROVIDE THE
<br />ENGINEER WITH MANUFACTURER AND SUPPORTING STRUCTURAL DESIGN DATA TO CONFIRM THESE DESIGN PARAMETERS FOR THE ACTUAL TYPE AND
<br />MODEL OF THE VAULT ACCESS PROPOSED FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION.
<br />5. RIM ELEVATIONS AND LOCATIONS SHALL BE PER PLAN AND MAY BE ADJUSTED AS REQUIRED TO ACCOMMODATE FINISHED GRADE CONDITIONS AS
<br />APPROVED BY ENGINEER.
<br />6. ALL UNSUITABLE SOILS SHALL BE REMOVED FROM FOOTPRINT OF VAULT AND TO A DISTANCE BEYOND THE VAULT EQUAL TO THE DEPTH OF OVER
<br />EXCAVATED MATERIAL IN ACCORDANCE WITH THE PROJECT PLANS AND SPECIFICATIONS, AND AS DIRECTED BY THE ENGINEER. ALL UNSUITABLE
<br />MATERIAL SHALL BE REPLACED WITH SUITABLE COMPACT STRUCTURAL FILL MATERIAL.
<br />7. VAULT LOCATION COORDINATES AND DIMENSIONS REFERENCE FINISHED INSIDE WALL UNLESS NOTED OTHERWISE.
<br />Copyright ® 2020 CPH Consultants, U.C. Al Rlghts Reserved.
<br />0 a
<br />F z
<br />rn
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<br />cc o 0
<br />a z ¢ g z
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<br />0 3 0 0 0
<br />in
<br />w 0
<br />U w H
<br />Q. > > CC
<br />N N N N
<br />Q N N \
<br />0 r -a-
<br />ti ti i
<br />1-9
<br />GI641C1412-
<br />OVAL l�Q
<br />THE AS -BUILT INFORMATION
<br />SHOWN ON THIS PLAN IS PER
<br />A FIELD SURVEY PERFORMED
<br />3Y MEAD GILMAN ASSOCIATES
<br />AND/OR RECORD DATA
<br />PROVIDED BY THE
<br />CONTRACTOR.
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<br />CLIENT
<br />FOUR CORNERS, LLC
<br />10900 NE 8TH STREET
<br />SUITE 1200
<br />BELLEVUE, WA98004
<br />PHONE: (425) 453-9551
<br />C P H
<br />CONSULTANTS
<br />Site Planning * CNiI Engineering
<br />Landscape Architecture • Land Use Consulting
<br />11321-B NE 1201h Street
<br />Kirkland, WA 98034 • (425) 285-2390
<br />101 South Wenatchee Avenue, Suite C3
<br />Wenatchee, WA 98MI • (509) 293-7731
<br />www.cphconsultants.com
<br />PROJECT NO.
<br />0024-18-042
<br />DRAWING
<br />C3.34
<br />SHEET 32 OF 62
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<br />IE=556.92 + 10
<br />SURFACE ACCESS: STANDARD MANHOLE RING AND
<br />SOLID ROUND COVER (LOCKING) MARKED DRAIN,
<br />LOCATION PER PLAN. SEE NOTE 5
<br />562.44
<br />O IE(IN)=56z.6
<br />°4
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<br />_ RD RM
<br />VENTILATION PIPE
<br />FRAME AND
<br />KING GRA TT
<br />CAST -IN -PLACE REINF. CONC.
<br />VAULT w/POURED OR HOLLOW
<br />CORE PLANK LID (TIP.)
<br />VAULT BOT.
<br />4
<br />SUITABLE COMPACT NATIVE OR
<br />IMPORT STRUCTURAL FILL
<br />SUBGRADE MATERIAL
<br />N
<br />0 20 40
<br />PLAN IN FEET
<br />4
<br />5z10' GRATED
<br />OPENING, SEE NOTE 4
<br />FINISH GRADE
<br />TIP. SURFACE ACCESS:
<br />STANDARD MANHOLE RING AND SOLID
<br />ROUND COVER (LOCKING) MARKED DRAIN,
<br />LOCATION PER PLAN; SEE NOTE 5
<br />WALL OPENING, SEE PLAN
<br />FOR LOCATIONS (TIP.)
<br />r-6n MIN. FREEBOARD
<br />4
<br />4
<br />1DO- YR W.S.=464.44 563.27
<br />50-YR. W.S.=`ems 563.19
<br />10-YR. WS.-561.94 561.91
<br />2-YR. W.S. M0.42 560.69
<br />6" MIN. DEPTH GRAVEL FOUNDATION
<br />MATERIAL PER WSDOT 9-03.12(1)B OR
<br />AS SPECIFIED BY PROJECT GEOTECHNICAL
<br />OR STRUCTURAL ENGINEER
<br />562.44 FROM
<br />IE=562-66
<br />FND. DRAIN: CONT.
<br />4" PERF. PVC DRAIN
<br />IN GRAVEL BACKFILL,
<br />IE=556.92
<br />BOT.=556.38
<br />Iiiil�7t�
<br />SEE STRUCT. PLANS (T
<br />LO
<br />12 " MIN
<br />SED. STORAGE
<br />TYPICAL SOUTHWEST VAULT SECTION
<br />NOT TO SCALE
<br />4
<br />TIP. SURFACE ACCESS:
<br />STANDARD MANHOLE RING AND SOLID
<br />ROUND COVER (LOCKING) MARKED DRAIN,
<br />LOCATION PER PLAN; SEE NOTE 5
<br />6" MIN.
<br />4
<br />POLY STEPS OR
<br />LADDER, BOLT TO
<br />VAULT WALL
<br />12" MIN. SED. STORAGE
<br />1.25' MIN. COVER
<br />L
<br />FINISH GRADE
<br />562.35
<br />557.90
<br />1—
<br />ox
<br />4
<br />NOTES:
<br />1. VAULTS AND ALL APPURTENANCES SHALL MEET THE STRUCTURAL REQUIREMENTS FOR OVERBURDEN SUPPORT UNDER A MINIMUM HS-25 TRAFFIC
<br />LOADING WITH ANY SPECIAL PROVISIONS OF THE STRUCTURAL PLANS AND DETAILS.
<br />2. ALL METAL PARTS SHALL BE CORROSION RESISTANT STEEL PARTS SHALL BE STAINLESS STEEL, OR EQUIVALENT.
<br />3. A CONTINUOUS PVC OR HYDROPHILIC WATER STOP SHALL BE INSTALLED AT ALL CAST -IN -PLACE CONCRETE CONSTRUCTION OR EXPANSION JOINTS.
<br />THE CONTRACTOR SHALL PROVIDE THE ENGINEER WITH MANUFACTURER DATA FOR THE SPECIFIC TYPE AND MODEL OF WATER STOP PROPOSED FOR
<br />REVIEW AND APPROVAL PRIOR TO CONSTRUCTION.
<br />4. THE 5k10' VAULT ACCESS OPENING SHALL BE INSTALLED AT THE LOCATION SHOWN ON THIS PLAN IN ACCORDANCE WITH ANY ADDITIONAL PROVISIONS
<br />OF THE ACCOMPANYING STRUCTURAL PLANS AND DETAILS. THIS OPENING SHALL HAVE A PRE -MANUFACTURED LID INSTALLED FLUSH WITH ADJACENT
<br />FINISHED GRADES. THE TYPE OF COVER MAY BE A REMOVABLE GRATE, SPRING -LOADED HATCH, SOLID, OR EQUIVALENT COMBINATION THAT PROVIDES
<br />A CLEAR OPENING OF 5X10: THE LID SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS FOR THE SAME
<br />STRUCTURAL LOADING CONDITIONS AS THE ASSOCIATED VAULT AS PROVIDED ON THE STRUCTURAL PLANS. THE CONTRACTOR SHALL PROVIDE THE
<br />ENGINEER WITH MANUFACTURER AND SUPPORTING STRUCTURAL DESIGN DATA TO CONFIRM THESE DESIGN PARAMETERS FOR THE ACTUAL TYPE AND
<br />MODEL OF THE VAULT ACCESS PROPOSED FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION.
<br />5. RIM ELEVATIONS AND LOCATIONS SHALL BE PER PLAN AND MAY BE ADJUSTED AS REQUIRED TO ACCOMMODATE FINISHED GRADE CONDITIONS AS
<br />APPROVED BY ENGINEER.
<br />6. ALL UNSUITABLE SOILS SHALL BE REMOVED FROM FOOTPRINT OF VAULT AND TO A DISTANCE BEYOND THE VAULT EQUAL TO THE DEPTH OF OVER
<br />EXCAVATED MATERIAL IN ACCORDANCE WITH THE PROJECT PLANS AND SPECIFICATIONS, AND AS DIRECTED BY THE ENGINEER. ALL UNSUITABLE
<br />MATERIAL SHALL BE REPLACED WITH SUITABLE COMPACT STRUCTURAL FILL MATERIAL.
<br />7. VAULT LOCATION COORDINATES AND DIMENSIONS REFERENCE FINISHED INSIDE WALL UNLESS NOTED OTHERWISE.
<br />Copyright ® 2020 CPH Consultants, U.C. Al Rlghts Reserved.
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<br />THE AS -BUILT INFORMATION
<br />SHOWN ON THIS PLAN IS PER
<br />A FIELD SURVEY PERFORMED
<br />3Y MEAD GILMAN ASSOCIATES
<br />AND/OR RECORD DATA
<br />PROVIDED BY THE
<br />CONTRACTOR.
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<br />FOUR CORNERS, LLC
<br />10900 NE 8TH STREET
<br />SUITE 1200
<br />BELLEVUE, WA98004
<br />PHONE: (425) 453-9551
<br />C P H
<br />CONSULTANTS
<br />Site Planning * CNiI Engineering
<br />Landscape Architecture • Land Use Consulting
<br />11321-B NE 1201h Street
<br />Kirkland, WA 98034 • (425) 285-2390
<br />101 South Wenatchee Avenue, Suite C3
<br />Wenatchee, WA 98MI • (509) 293-7731
<br />www.cphconsultants.com
<br />PROJECT NO.
<br />0024-18-042
<br />DRAWING
<br />C3.34
<br />SHEET 32 OF 62
<br />j j j I V-✓/G.T i I Y�
<br />�� 54
<br />1.73,E
<br />'� 4" PERF. PVC FOOTING DRAIN, o
<br />IE=556.92 + 10
<br />SURFACE ACCESS: STANDARD MANHOLE RING AND
<br />SOLID ROUND COVER (LOCKING) MARKED DRAIN,
<br />LOCATION PER PLAN. SEE NOTE 5
<br />562.44
<br />O IE(IN)=56z.6
<br />°4
<br />t
<br />c
<br />i
<br />c
<br />_ RD RM
<br />VENTILATION PIPE
<br />FRAME AND
<br />KING GRA TT
<br />CAST -IN -PLACE REINF. CONC.
<br />VAULT w/POURED OR HOLLOW
<br />CORE PLANK LID (TIP.)
<br />VAULT BOT.
<br />4
<br />SUITABLE COMPACT NATIVE OR
<br />IMPORT STRUCTURAL FILL
<br />SUBGRADE MATERIAL
<br />N
<br />0 20 40
<br />PLAN IN FEET
<br />4
<br />5z10' GRATED
<br />OPENING, SEE NOTE 4
<br />FINISH GRADE
<br />TIP. SURFACE ACCESS:
<br />STANDARD MANHOLE RING AND SOLID
<br />ROUND COVER (LOCKING) MARKED DRAIN,
<br />LOCATION PER PLAN; SEE NOTE 5
<br />WALL OPENING, SEE PLAN
<br />FOR LOCATIONS (TIP.)
<br />r-6n MIN. FREEBOARD
<br />4
<br />4
<br />1DO- YR W.S.=464.44 563.27
<br />50-YR. W.S.=`ems 563.19
<br />10-YR. WS.-561.94 561.91
<br />2-YR. W.S. M0.42 560.69
<br />6" MIN. DEPTH GRAVEL FOUNDATION
<br />MATERIAL PER WSDOT 9-03.12(1)B OR
<br />AS SPECIFIED BY PROJECT GEOTECHNICAL
<br />OR STRUCTURAL ENGINEER
<br />562.44 FROM
<br />IE=562-66
<br />FND. DRAIN: CONT.
<br />4" PERF. PVC DRAIN
<br />IN GRAVEL BACKFILL,
<br />IE=556.92
<br />BOT.=556.38
<br />Iiiil�7t�
<br />SEE STRUCT. PLANS (T
<br />LO
<br />12 " MIN
<br />SED. STORAGE
<br />TYPICAL SOUTHWEST VAULT SECTION
<br />NOT TO SCALE
<br />4
<br />TIP. SURFACE ACCESS:
<br />STANDARD MANHOLE RING AND SOLID
<br />ROUND COVER (LOCKING) MARKED DRAIN,
<br />LOCATION PER PLAN; SEE NOTE 5
<br />6" MIN.
<br />4
<br />POLY STEPS OR
<br />LADDER, BOLT TO
<br />VAULT WALL
<br />12" MIN. SED. STORAGE
<br />1.25' MIN. COVER
<br />L
<br />FINISH GRADE
<br />562.35
<br />557.90
<br />1—
<br />ox
<br />4
<br />NOTES:
<br />1. VAULTS AND ALL APPURTENANCES SHALL MEET THE STRUCTURAL REQUIREMENTS FOR OVERBURDEN SUPPORT UNDER A MINIMUM HS-25 TRAFFIC
<br />LOADING WITH ANY SPECIAL PROVISIONS OF THE STRUCTURAL PLANS AND DETAILS.
<br />2. ALL METAL PARTS SHALL BE CORROSION RESISTANT STEEL PARTS SHALL BE STAINLESS STEEL, OR EQUIVALENT.
<br />3. A CONTINUOUS PVC OR HYDROPHILIC WATER STOP SHALL BE INSTALLED AT ALL CAST -IN -PLACE CONCRETE CONSTRUCTION OR EXPANSION JOINTS.
<br />THE CONTRACTOR SHALL PROVIDE THE ENGINEER WITH MANUFACTURER DATA FOR THE SPECIFIC TYPE AND MODEL OF WATER STOP PROPOSED FOR
<br />REVIEW AND APPROVAL PRIOR TO CONSTRUCTION.
<br />4. THE 5k10' VAULT ACCESS OPENING SHALL BE INSTALLED AT THE LOCATION SHOWN ON THIS PLAN IN ACCORDANCE WITH ANY ADDITIONAL PROVISIONS
<br />OF THE ACCOMPANYING STRUCTURAL PLANS AND DETAILS. THIS OPENING SHALL HAVE A PRE -MANUFACTURED LID INSTALLED FLUSH WITH ADJACENT
<br />FINISHED GRADES. THE TYPE OF COVER MAY BE A REMOVABLE GRATE, SPRING -LOADED HATCH, SOLID, OR EQUIVALENT COMBINATION THAT PROVIDES
<br />A CLEAR OPENING OF 5X10: THE LID SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS FOR THE SAME
<br />STRUCTURAL LOADING CONDITIONS AS THE ASSOCIATED VAULT AS PROVIDED ON THE STRUCTURAL PLANS. THE CONTRACTOR SHALL PROVIDE THE
<br />ENGINEER WITH MANUFACTURER AND SUPPORTING STRUCTURAL DESIGN DATA TO CONFIRM THESE DESIGN PARAMETERS FOR THE ACTUAL TYPE AND
<br />MODEL OF THE VAULT ACCESS PROPOSED FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION.
<br />5. RIM ELEVATIONS AND LOCATIONS SHALL BE PER PLAN AND MAY BE ADJUSTED AS REQUIRED TO ACCOMMODATE FINISHED GRADE CONDITIONS AS
<br />APPROVED BY ENGINEER.
<br />6. ALL UNSUITABLE SOILS SHALL BE REMOVED FROM FOOTPRINT OF VAULT AND TO A DISTANCE BEYOND THE VAULT EQUAL TO THE DEPTH OF OVER
<br />EXCAVATED MATERIAL IN ACCORDANCE WITH THE PROJECT PLANS AND SPECIFICATIONS, AND AS DIRECTED BY THE ENGINEER. ALL UNSUITABLE
<br />MATERIAL SHALL BE REPLACED WITH SUITABLE COMPACT STRUCTURAL FILL MATERIAL.
<br />7. VAULT LOCATION COORDINATES AND DIMENSIONS REFERENCE FINISHED INSIDE WALL UNLESS NOTED OTHERWISE.
<br />Copyright ® 2020 CPH Consultants, U.C. Al Rlghts Reserved.
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<br />GI641C1412-
<br />OVAL l�Q
<br />THE AS -BUILT INFORMATION
<br />SHOWN ON THIS PLAN IS PER
<br />A FIELD SURVEY PERFORMED
<br />3Y MEAD GILMAN ASSOCIATES
<br />AND/OR RECORD DATA
<br />PROVIDED BY THE
<br />CONTRACTOR.
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<br />U. U
<br />CLIENT
<br />FOUR CORNERS, LLC
<br />10900 NE 8TH STREET
<br />SUITE 1200
<br />BELLEVUE, WA98004
<br />PHONE: (425) 453-9551
<br />C P H
<br />CONSULTANTS
<br />Site Planning * CNiI Engineering
<br />Landscape Architecture • Land Use Consulting
<br />11321-B NE 1201h Street
<br />Kirkland, WA 98034 • (425) 285-2390
<br />101 South Wenatchee Avenue, Suite C3
<br />Wenatchee, WA 98MI • (509) 293-7731
<br />www.cphconsultants.com
<br />PROJECT NO.
<br />0024-18-042
<br />DRAWING
<br />C3.34
<br />SHEET 32 OF 62
<br />1-9
<br />GI641C1412-
<br />OVAL l�Q
<br />THE AS -BUILT INFORMATION
<br />SHOWN ON THIS PLAN IS PER
<br />A FIELD SURVEY PERFORMED
<br />3Y MEAD GILMAN ASSOCIATES
<br />AND/OR RECORD DATA
<br />PROVIDED BY THE
<br />CONTRACTOR.
<br />z
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<br />O o 3
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<br />O 0
<br />U. U
<br />CLIENT
<br />FOUR CORNERS, LLC
<br />10900 NE 8TH STREET
<br />SUITE 1200
<br />BELLEVUE, WA98004
<br />PHONE: (425) 453-9551
<br />C P H
<br />CONSULTANTS
<br />Site Planning * CNiI Engineering
<br />Landscape Architecture • Land Use Consulting
<br />11321-B NE 1201h Street
<br />Kirkland, WA 98034 • (425) 285-2390
<br />101 South Wenatchee Avenue, Suite C3
<br />Wenatchee, WA 98MI • (509) 293-7731
<br />www.cphconsultants.com
<br />PROJECT NO.
<br />0024-18-042
<br />DRAWING
<br />C3.34
<br />SHEET 32 OF 62
<br />
|