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� 1029.4
<br />85
<br />OTF 102BI
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<br />i�\\' \\_ \\\\.,•.; -�' CONSTRUCTION NOTES:
<br />1, 4" DRAINTLE SHALL BE INSTALLED AT THE LOWPOINT CATCH BASINS 257 MIN. (STD) N 50' N EACH DIRECTION B 1THE
<br />UPHILL DIRECTION FOR ON SLOPE CATCH BASINS. INSTALL 1' BEHIND CURB.
<br />2. TIE THE LAST 6 PIPE JOINTS TO FLARED END SECTIONS (TYPICAL}
<br />\
<br />_!IIIE-A' / , ` �( � '1 \ \\ t \-\, \ \'•I�-`�,.' 3. TRASH GUARDS SHALL BE PLACED ON,"FLARED END SECTIONS.
<br />4, TIE ALL JOINTS ON STORM SEWER BETWEEN APRONS AND OC STRUCTURES ANDALLCULVERTAPRONS.
<br />6. WIMOO'S OR APPROVED EOUALTO BE INSTALLED AT ALL STORM INLETS.
<br />`,• —�� �'� r ' �� \\I \ T \� \i *\ 5. GRANULAR MATERIAL SHALL BE PLACED UNDERSTORM SEWER PIPE OR STRUCTURES THATARE LESS THAN48"
<br />BELOWFNISHED GRADE AND EXTENDTO AT LEAST 48'BELOW FINISHED GRADE.
<br />7. �RAPLADED. SEWER SHALL BE CONL4TRUCTED USING GRANITE ROGIG7'DY4METER OR LARGER ANDSHAILSE
<br />�
<br />B. ALL ADJUSTING RINGS 7C BE CONCRETE
<br />B, ALL STORM STRUCTURES SHALL BE PRECAST OR POURED IN PLACE. NO BLOCK STRUCTURES ALLOWED.
<br />OO
<br />S
<br />Co
<br />40°�0
<br />/�\
<br />PARCEL BOUNDARY LINE
<br />�Z
<br />COr
<br />RIGHT-0�Y
<br />:3 a
<br />1050.
<br />CL —CL
<br />TELL
<br />SEPTICSTIE
<br />F----- (�--- 149 -------- y
<br />EMERGENCY OVERFLOWSWILLE
<br />CJI co
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<br />of
<br />SOL BDTURO LOCATION
<br />1050
<br />BENCIMNW IFOUND IP
<br />CD
<br />q
<br />E
<br />PRE CONSTRUCTION SILT FENCE
<br />L ?
<br />r
<br />\ /
<br />HIGH PT STA: 0+05,78
<br />3a
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<br />�^\�\\� CURBED STREET
<br />7 / O d1 �\�. ♦ SECTION
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<br />'No4 a r� I 6.41 TO
<br />0 MATCH
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<br />\00
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<br />of
<br />-00 Er
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<br />j. WTV TF 4 5 I _
<br />WO 4 \
<br />g w aF9er.D
<br />rL a R —' 30. rimCO
<br />I/� \. \
<br />i�\\' \\_ \\\\.,•.; -�' CONSTRUCTION NOTES:
<br />1, 4" DRAINTLE SHALL BE INSTALLED AT THE LOWPOINT CATCH BASINS 257 MIN. (STD) N 50' N EACH DIRECTION B 1THE
<br />UPHILL DIRECTION FOR ON SLOPE CATCH BASINS. INSTALL 1' BEHIND CURB.
<br />2. TIE THE LAST 6 PIPE JOINTS TO FLARED END SECTIONS (TYPICAL}
<br />\
<br />_!IIIE-A' / , ` �( � '1 \ \\ t \-\, \ \'•I�-`�,.' 3. TRASH GUARDS SHALL BE PLACED ON,"FLARED END SECTIONS.
<br />4, TIE ALL JOINTS ON STORM SEWER BETWEEN APRONS AND OC STRUCTURES ANDALLCULVERTAPRONS.
<br />6. WIMOO'S OR APPROVED EOUALTO BE INSTALLED AT ALL STORM INLETS.
<br />`,• —�� �'� r ' �� \\I \ T \� \i *\ 5. GRANULAR MATERIAL SHALL BE PLACED UNDERSTORM SEWER PIPE OR STRUCTURES THATARE LESS THAN48"
<br />BELOWFNISHED GRADE AND EXTENDTO AT LEAST 48'BELOW FINISHED GRADE.
<br />7. �RAPLADED. SEWER SHALL BE CONL4TRUCTED USING GRANITE ROGIG7'DY4METER OR LARGER ANDSHAILSE
<br />�
<br />B. ALL ADJUSTING RINGS 7C BE CONCRETE
<br />B, ALL STORM STRUCTURES SHALL BE PRECAST OR POURED IN PLACE. NO BLOCK STRUCTURES ALLOWED.
<br />-1+50 -1+00 -0+50 0+00 0+50 1+00 1+5D 2+00 2+50 3+00 3+50 4+00 4+50 5+DD 5+50 B+DO 6+50 7+00 7+50
<br />(AWING NAME NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, ANDIOR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS
<br />basebollls _ 1 _ CAW 06!09!16 FINAL PLATAPPLICATION _REMOVED PAP5— INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT 1 �C¢VLS So,q�d
<br />SATHRE�ERGQUIST, INC: a EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT %'I'A A DULY REGI OFEssIONAL ENGINEER UNDER THE BATH RE -BE RGQ U I ST, INC.
<br />DRAWN BY 2 CAW 09118f16 FJgL�L PLgJ�Q�IL'I�NTS,-STRAIFiTENggq LAWS THE STATE NESOTA. °
<br />SAID AUTHORIZATION CONSTITUTES AN ILLEGIBMATE USE AND SHALL THEREBY w
<br />CAW --------- INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY.
<br />:NECKED BY _ _ .— _ _ v_ _ LL SATHRE-BERGOUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE ... } y 15D SOUTH BROADWAY WAYZATA, MIN. X391 (862) 4766000
<br />CAW — USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESVLTING �+ w�
<br />DATE — — — — — — — — — —_ T -- — — — u _ . FROM ILLEGITMATE USE. ea WIerTTa e, P.ES 191
<br />Lk. No. L14 18 0�¢A'a
<br />OBl17A5 ._. — - T - -. . _ _. Dale: O f
<br />SYMBOLLEGEND
<br />o
<br />S
<br />BUILDING SETBACK BOUNDARY
<br />PARCEL BOUNDARY LINE
<br />DRAIKAGEAND UTILITY EASEMENTS
<br />RIGHT-0�Y
<br />STREET SECTION
<br />1050.
<br />STORM STUCTURELABEL
<br />TELL
<br />SEPTICSTIE
<br />EMERGENCY OVERFLOWSWILLE
<br />SOL BDTURO LOCATION
<br />1050
<br />BENCIMNW IFOUND IP
<br />q
<br />PRE CONSTRUCTION SILT FENCE
<br />POST CONSTRWTON SILT FEK[£
<br />HIGH PT STA: 0+05,78
<br />W OODRBER BLANKE
<br />KINTYRE. DR.
<br />URRY POLE
<br />1.5" BITUMINOUS WEAR COURSE - MNIDOT SPWEB24OB (2360 SPECIFICATION)
<br />TREE SAVED
<br />TREE REMOVED
<br />HIGH PT ELEV: 1034.04
<br />3" BITUMINOUS BASE COURSE - MNIDOT SPNWB230B (2360 SPECIFICATION)
<br />a
<br />PVI STA 1+00.00
<br />B' CLASS 5 AGGREGATE BASE, MNIDOT 31381
<br />PVI ELEV.-IM7.D3
<br />1040
<br />��
<br />K45,00
<br />r�
<br />1040
<br />GEOFABRIC, MNIDOT TYPE V, MIRAFI 500X, BCZlSY NON -WOVEN
<br />m�
<br />AS NEEDED
<br />APPROVEDSUBGRADE
<br />1430
<br />�
<br />1030
<br />SHOULDER SECTION
<br />6" CLASS 5 AGGREGATE BASE, MN/DOT 3138`
<br />1020lorz
<br />GEOFABRIC, MNIDOT TYPE V. MIRAFI 500X, 8OZ/SY NON -WOVEN
<br />1020
<br />g
<br />LVC!PMA4'
<br />AS NEEDE
<br />°z
<br />LOW PT STA: 8+01.22
<br />APPROVED SVBGRADE
<br />I"
<br />LOW PT ELEV:997.82
<br />PVI STAR -75.00
<br />1010
<br />PVI ELEV9B9.75
<br />n
<br />1010
<br />DESIGN DATA:
<br />K30.00
<br />STREET SECTION:
<br />1.5" SPWEB2A0B WEAR COURSE (N44 OQf 23801
<br />3- SPNW13230B BASE COURSE (INN DOT 23150)
<br />B" CL 5 AGGREGATE BASE (MN DOT 3138)
<br />1000
<br />..
<br />1000
<br />SUBGRADE FABRIC IS OZISY, NON -WOVEN) 8l Teq.lmd) O?
<br />—
<br />-1-53%
<br />B" CL 5 AGGREGATE SHOULDER (IAN DOT 3138)(non curbed section) A
<br />PVIS: 6+86.28
<br />PVIE: 998.52
<br />CROSS SECTION: S"
<br />994
<br />994
<br />3% CROWN
<br />I
<br />30' STREET WIDTH (BACK TO BACK SURMOUNTABLE CURB)
<br />Tri
<br />50 25 D 25 5o 100
<br />SCALE IN PEET
<br />-1+50 -1+00 -0+50 0+00 0+50 1+00 1+5D 2+00 2+50 3+00 3+50 4+00 4+50 5+DD 5+50 B+DO 6+50 7+00 7+50
<br />(AWING NAME NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, ANDIOR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS
<br />basebollls _ 1 _ CAW 06!09!16 FINAL PLATAPPLICATION _REMOVED PAP5— INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT 1 �C¢VLS So,q�d
<br />SATHRE�ERGQUIST, INC: a EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT %'I'A A DULY REGI OFEssIONAL ENGINEER UNDER THE BATH RE -BE RGQ U I ST, INC.
<br />DRAWN BY 2 CAW 09118f16 FJgL�L PLgJ�Q�IL'I�NTS,-STRAIFiTENggq LAWS THE STATE NESOTA. °
<br />SAID AUTHORIZATION CONSTITUTES AN ILLEGIBMATE USE AND SHALL THEREBY w
<br />CAW --------- INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY.
<br />:NECKED BY _ _ .— _ _ v_ _ LL SATHRE-BERGOUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE ... } y 15D SOUTH BROADWAY WAYZATA, MIN. X391 (862) 4766000
<br />CAW — USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESVLTING �+ w�
<br />DATE — — — — — — — — — —_ T -- — — — u _ . FROM ILLEGITMATE USE. ea WIerTTa e, P.ES 191
<br />Lk. No. L14 18 0�¢A'a
<br />OBl17A5 ._. — - T - -. . _ _. Dale: O f
<br />SYMBOLLEGEND
<br />LOT LINE
<br />BUILDING SETBACK BOUNDARY
<br />PARCEL BOUNDARY LINE
<br />DRAIKAGEAND UTILITY EASEMENTS
<br />RIGHT-0�Y
<br />FLARED END SECTION SWRIPRAP
<br />STORM STUCTURELABEL
<br />TELL
<br />SEPTICSTIE
<br />EMERGENCY OVERFLOWSWILLE
<br />SOL BDTURO LOCATION
<br />BENCIMNW IFOUND IP
<br />WETLAND BUFFER MONUMENT
<br />PRE CONSTRUCTION SILT FENCE
<br />POST CONSTRWTON SILT FEK[£
<br />SEPW PBDTECTgN FENCING
<br />W OODRBER BLANKE
<br />DITCH CHECKS
<br />URRY POLE
<br />TREE SAVED
<br />TREE REMOVED
<br />. rT[wFt+I IMV. FILE NO.
<br />FINAL STREET PLAN 10114-001
<br />ORONO, KINTYRE PRESERVE 2
<br />MINNESOTA CHRIS BOLLIS
<br />8
<br />
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