|
1050
<br />1040
<br />1030
<br />1020
<br />1010
<br />1000
<br />994
<br />V
<br />P7 2io
<br />85: --�
<br />TF 1029.4 I
<br />LIQ Bwo0 r
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<br />30 O°
<br />!A -4c ' sr1c
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<br />© rL J3 t
<br />5,
<br />,;OOppA�
<br />4
<br />7
<br />X55 LF U L1
<br />0 J1.10%
<br />Gp
<br />TFT
<br />1" WO
<br />T
<br />.`TppO. 1
<br />0
<br />00 OD fV
<br />LOT LINE
<br />BUILDING SETBACK BOLNDARY
<br />1
<br />PARCEL BOUNMRY UNE
<br />3.
<br />B;
<br />p
<br />R
<br />aCILZ
<br />V
<br />P7 2io
<br />85: --�
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<br />30 O°
<br />!A -4c ' sr1c
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<br />© rL J3 t
<br />5,
<br />,;OOppA�
<br />4
<br />7
<br />X55 LF U L1
<br />0 J1.10%
<br />Gp
<br />TFT
<br />1" WO
<br />T
<br />.`TppO. 1
<br />0
<br />00 OD fV
<br />I
<br />i
<br />CO
<br />Vs \
<br />30
<br />00 cL
<br />/ �;•� `\
<br />4\ \
<br />4
<br />I , V
<br />.41M
<br />MATCH
<br />CURBED STREET
<br />SECTION
<br />DITCHED STREET
<br />SECTION
<br />VARLEa I K P to to 'a^' B a'- I vARIEs
<br />'49
<br />�� `✓� -4
<br />-�
<br />a
<br />\ i m O.-. ` �- CONSTRLCTION NOTES:
<br />\ \ 1. 4' DRAINTILE SHALL BE INSTALLED ATTHE LOWPOINT CATCH BASINS 250' MN. W (STD) EACH DIRECTION L 150' IN THE
<br />/ \ 3 \ \\ ` UPHILL DIRECTION FOR ON SLOPE CATCH BASINS. INSTALL 1' BEHIND CURB.
<br />2. TIE THE LAST 8 PIPE JOINTS TO FLARED END SECTIONS KCAL}
<br />mP
<br />\ k I� t�\``. \ \ \ �, ♦ \''�, ' S. TRASH GUARDS SHALL BE PLACED ON ALLFLARED END SECTION&
<br />4. TIE ALL JOINTS ON STORM SEWER BETWEEN APRONS AND OC STRUCTURES AND ALL CULVERT APRONS.
<br />5. WIMOD'S DR APPROVED EQUAL TO BE INSTALLED AT ALL STORM INLETS.
<br />-
<br />5 BELOWFNIMATERIAL SHED GRADEAND SHALL
<br />EXTEND TTO AT LE 8T4B' ELOW FITORM SEWER NISHED ED GE OR STRUCTURES THAT ARE LESS THAN 48'
<br />♦ � , \ \\\" \� F E \'\\ \ 7. RIPP-RRPI FOR STORM SEWER SHALL BE CONSTRUCTED USING GRANITE ROCKI'DIA ETER OR LARGER AND SHALL BE
<br />\ 8. ALL ADJUSTING RINGS TO BE CONCRETE
<br />9. ALL STORM STRUCTURES SHALL BE PRECAST OR POURED IN PLACE. NO BLOCK STRUCTURES ALLOWED.
<br />STREET SECTION
<br />1059
<br />1.5" BITUMINOUS WEAR COURSE - MN/DOT SPWEB240B (2360 SPECIFICATION)
<br />3" BITUMINOUS BASE COURSE - MNIDOT SPNWB23GB (2360 SPECIFICATION)
<br />B' CLASS 5 AGGREGATE BASE, MNIDOT 3138`
<br />1040 GEOFABRIC, MNIDOT TYPE V, MIRAFI 50OX, 8OZISY NON -WOVEN
<br />AS NEEDED
<br />APPROVED SUBGRADE
<br />103D SHOULDER SECTION
<br />B" CLASS 5 AGGREGATE BASE, MNIDOT 3138'
<br />1020 GEOFABRIC, MNIDOT TYPE V, MIRAFI 50OX, 8OZfSY NON -WOVEN
<br />AS NEEDE
<br />APPROVED SUBGRADE
<br />1010 DESIGN DATA;
<br />STREET SECTION:
<br />I.5' SPWEB240B WEAR COURSE (MN DOT 2380)
<br />S" SPNW0230B BASE COURSE (MN DOT 2360E
<br />8" CL 5 AGGREGATE BASE (MN DOT 3138)
<br />1000 SVBGRALTE FABRIC (e =BY, NON -WOVEN} Of IBqulred) O?
<br />B" CL 5 AGGREGATE SHOULDER (MN DOT 3138) (non curbed seTriDn)
<br />CROSS SECTION:
<br />994 3% CROWN
<br />30' STREET WIDTH (SACK TO BACK SURMOUNTABLE CURB)
<br />50 25 0 25 50 100
<br />SCALE IN FEET
<br />-1+50 -1+00 -0+50 0+00 0+50 1+00 1450 2+00 2+50 3+00 3+50 4+DD 4+50 5+00 5+50 6+DO 6+50 7+00 7+50
<br />LNG NAME NO. BY DATE REVISIONS USE (INCLUDING COPYING. DISTRIBUTION, AND/OR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS
<br />leho7Tn 1 CAW OSIOBItfi FINAL PLAT_APPLICATION - REMOVED PPD_5INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED SY ME OR UNDER MY DIRECT SUPERVISION AND THAT 1
<br />AMADULY REGISTER OFESSKNJAL ENGINEER UNDER THE ? Fy SATHRE-BERGQUIST, INC.
<br />WIN BY _ 2 CAW 09119116 ,FINAL pIAT,.COMME_I+IT'S.=STR�IGMTE_NgO�iq SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORF7ATION. USE WITHOUT kc? N
<br />;Ayy — SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY LAWS THE STATE NESOTA.
<br />INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY.
<br />:KEDBY _- -- - ,-. __ .. ._ _ SATHREBERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE 150 SOUTH BROADWAY WAYZATA, MN. 65397 (962}478-00°°
<br />:AW _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING
<br />LATE FROM ILLEGITMATE USF -P01
<br />!,7115 - - - - - - - Dale: fs L... 'Y71'.
<br />SYMBOLLEGEND
<br />LOT LINE
<br />BUILDING SETBACK BOLNDARY
<br />1
<br />PARCEL BOUNMRY UNE
<br />3.
<br />p
<br />I.
<br />aCILZ
<br />BTURMBOICIURELABEL
<br />2
<br />WELL
<br />\y"
<br />0 30 w
<br />t----- --- 14-9
<br />/
<br />CJI
<br />(��•_ /
<br />al
<br />0
<br />BENCHMARK /FOUND P
<br />Q
<br />G
<br />WETLAND BUFFER MONLSENT
<br />/ J
<br />PRE CONSTRUCTION SILT FENCE
<br />— -- —
<br />Y
<br />Q
<br />/
<br />WOODFISER BLANKIT
<br />I
<br />i
<br />CO
<br />Vs \
<br />30
<br />00 cL
<br />/ �;•� `\
<br />4\ \
<br />4
<br />I , V
<br />.41M
<br />MATCH
<br />CURBED STREET
<br />SECTION
<br />DITCHED STREET
<br />SECTION
<br />VARLEa I K P to to 'a^' B a'- I vARIEs
<br />'49
<br />�� `✓� -4
<br />-�
<br />a
<br />\ i m O.-. ` �- CONSTRLCTION NOTES:
<br />\ \ 1. 4' DRAINTILE SHALL BE INSTALLED ATTHE LOWPOINT CATCH BASINS 250' MN. W (STD) EACH DIRECTION L 150' IN THE
<br />/ \ 3 \ \\ ` UPHILL DIRECTION FOR ON SLOPE CATCH BASINS. INSTALL 1' BEHIND CURB.
<br />2. TIE THE LAST 8 PIPE JOINTS TO FLARED END SECTIONS KCAL}
<br />mP
<br />\ k I� t�\``. \ \ \ �, ♦ \''�, ' S. TRASH GUARDS SHALL BE PLACED ON ALLFLARED END SECTION&
<br />4. TIE ALL JOINTS ON STORM SEWER BETWEEN APRONS AND OC STRUCTURES AND ALL CULVERT APRONS.
<br />5. WIMOD'S DR APPROVED EQUAL TO BE INSTALLED AT ALL STORM INLETS.
<br />-
<br />5 BELOWFNIMATERIAL SHED GRADEAND SHALL
<br />EXTEND TTO AT LE 8T4B' ELOW FITORM SEWER NISHED ED GE OR STRUCTURES THAT ARE LESS THAN 48'
<br />♦ � , \ \\\" \� F E \'\\ \ 7. RIPP-RRPI FOR STORM SEWER SHALL BE CONSTRUCTED USING GRANITE ROCKI'DIA ETER OR LARGER AND SHALL BE
<br />\ 8. ALL ADJUSTING RINGS TO BE CONCRETE
<br />9. ALL STORM STRUCTURES SHALL BE PRECAST OR POURED IN PLACE. NO BLOCK STRUCTURES ALLOWED.
<br />STREET SECTION
<br />1059
<br />1.5" BITUMINOUS WEAR COURSE - MN/DOT SPWEB240B (2360 SPECIFICATION)
<br />3" BITUMINOUS BASE COURSE - MNIDOT SPNWB23GB (2360 SPECIFICATION)
<br />B' CLASS 5 AGGREGATE BASE, MNIDOT 3138`
<br />1040 GEOFABRIC, MNIDOT TYPE V, MIRAFI 50OX, 8OZISY NON -WOVEN
<br />AS NEEDED
<br />APPROVED SUBGRADE
<br />103D SHOULDER SECTION
<br />B" CLASS 5 AGGREGATE BASE, MNIDOT 3138'
<br />1020 GEOFABRIC, MNIDOT TYPE V, MIRAFI 50OX, 8OZfSY NON -WOVEN
<br />AS NEEDE
<br />APPROVED SUBGRADE
<br />1010 DESIGN DATA;
<br />STREET SECTION:
<br />I.5' SPWEB240B WEAR COURSE (MN DOT 2380)
<br />S" SPNW0230B BASE COURSE (MN DOT 2360E
<br />8" CL 5 AGGREGATE BASE (MN DOT 3138)
<br />1000 SVBGRALTE FABRIC (e =BY, NON -WOVEN} Of IBqulred) O?
<br />B" CL 5 AGGREGATE SHOULDER (MN DOT 3138) (non curbed seTriDn)
<br />CROSS SECTION:
<br />994 3% CROWN
<br />30' STREET WIDTH (SACK TO BACK SURMOUNTABLE CURB)
<br />50 25 0 25 50 100
<br />SCALE IN FEET
<br />-1+50 -1+00 -0+50 0+00 0+50 1+00 1450 2+00 2+50 3+00 3+50 4+DD 4+50 5+00 5+50 6+DO 6+50 7+00 7+50
<br />LNG NAME NO. BY DATE REVISIONS USE (INCLUDING COPYING. DISTRIBUTION, AND/OR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS
<br />leho7Tn 1 CAW OSIOBItfi FINAL PLAT_APPLICATION - REMOVED PPD_5INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED SY ME OR UNDER MY DIRECT SUPERVISION AND THAT 1
<br />AMADULY REGISTER OFESSKNJAL ENGINEER UNDER THE ? Fy SATHRE-BERGQUIST, INC.
<br />WIN BY _ 2 CAW 09119116 ,FINAL pIAT,.COMME_I+IT'S.=STR�IGMTE_NgO�iq SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORF7ATION. USE WITHOUT kc? N
<br />;Ayy — SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY LAWS THE STATE NESOTA.
<br />INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY.
<br />:KEDBY _- -- - ,-. __ .. ._ _ SATHREBERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE 150 SOUTH BROADWAY WAYZATA, MN. 65397 (962}478-00°°
<br />:AW _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING
<br />LATE FROM ILLEGITMATE USF -P01
<br />!,7115 - - - - - - - Dale: fs L... 'Y71'.
<br />SYMBOLLEGEND
<br />LOT LINE
<br />BUILDING SETBACK BOLNDARY
<br />1
<br />PARCEL BOUNMRY UNE
<br />DRAMAGE AND UTRM EAREMENTR
<br />�
<br />I.
<br />O 1v X986,4
<br />BTURMBOICIURELABEL
<br />2
<br />WELL
<br />\y"
<br />0 30 w
<br />CL � 30
<br />a CIL
<br />EMERGENCY OVERFLOW BMALE
<br />90L BORING LOCATION
<br />BENCHMARK /FOUND P
<br />WETLAND BUFFER MONLSENT
<br />/ J
<br />PRE CONSTRUCTION SILT FENCE
<br />— -- —
<br />Y
<br />PRCTECTION FENCING
<br />I
<br />i
<br />CO
<br />Vs \
<br />30
<br />00 cL
<br />/ �;•� `\
<br />4\ \
<br />4
<br />I , V
<br />.41M
<br />MATCH
<br />CURBED STREET
<br />SECTION
<br />DITCHED STREET
<br />SECTION
<br />VARLEa I K P to to 'a^' B a'- I vARIEs
<br />'49
<br />�� `✓� -4
<br />-�
<br />a
<br />\ i m O.-. ` �- CONSTRLCTION NOTES:
<br />\ \ 1. 4' DRAINTILE SHALL BE INSTALLED ATTHE LOWPOINT CATCH BASINS 250' MN. W (STD) EACH DIRECTION L 150' IN THE
<br />/ \ 3 \ \\ ` UPHILL DIRECTION FOR ON SLOPE CATCH BASINS. INSTALL 1' BEHIND CURB.
<br />2. TIE THE LAST 8 PIPE JOINTS TO FLARED END SECTIONS KCAL}
<br />mP
<br />\ k I� t�\``. \ \ \ �, ♦ \''�, ' S. TRASH GUARDS SHALL BE PLACED ON ALLFLARED END SECTION&
<br />4. TIE ALL JOINTS ON STORM SEWER BETWEEN APRONS AND OC STRUCTURES AND ALL CULVERT APRONS.
<br />5. WIMOD'S DR APPROVED EQUAL TO BE INSTALLED AT ALL STORM INLETS.
<br />-
<br />5 BELOWFNIMATERIAL SHED GRADEAND SHALL
<br />EXTEND TTO AT LE 8T4B' ELOW FITORM SEWER NISHED ED GE OR STRUCTURES THAT ARE LESS THAN 48'
<br />♦ � , \ \\\" \� F E \'\\ \ 7. RIPP-RRPI FOR STORM SEWER SHALL BE CONSTRUCTED USING GRANITE ROCKI'DIA ETER OR LARGER AND SHALL BE
<br />\ 8. ALL ADJUSTING RINGS TO BE CONCRETE
<br />9. ALL STORM STRUCTURES SHALL BE PRECAST OR POURED IN PLACE. NO BLOCK STRUCTURES ALLOWED.
<br />STREET SECTION
<br />1059
<br />1.5" BITUMINOUS WEAR COURSE - MN/DOT SPWEB240B (2360 SPECIFICATION)
<br />3" BITUMINOUS BASE COURSE - MNIDOT SPNWB23GB (2360 SPECIFICATION)
<br />B' CLASS 5 AGGREGATE BASE, MNIDOT 3138`
<br />1040 GEOFABRIC, MNIDOT TYPE V, MIRAFI 50OX, 8OZISY NON -WOVEN
<br />AS NEEDED
<br />APPROVED SUBGRADE
<br />103D SHOULDER SECTION
<br />B" CLASS 5 AGGREGATE BASE, MNIDOT 3138'
<br />1020 GEOFABRIC, MNIDOT TYPE V, MIRAFI 50OX, 8OZfSY NON -WOVEN
<br />AS NEEDE
<br />APPROVED SUBGRADE
<br />1010 DESIGN DATA;
<br />STREET SECTION:
<br />I.5' SPWEB240B WEAR COURSE (MN DOT 2380)
<br />S" SPNW0230B BASE COURSE (MN DOT 2360E
<br />8" CL 5 AGGREGATE BASE (MN DOT 3138)
<br />1000 SVBGRALTE FABRIC (e =BY, NON -WOVEN} Of IBqulred) O?
<br />B" CL 5 AGGREGATE SHOULDER (MN DOT 3138) (non curbed seTriDn)
<br />CROSS SECTION:
<br />994 3% CROWN
<br />30' STREET WIDTH (SACK TO BACK SURMOUNTABLE CURB)
<br />50 25 0 25 50 100
<br />SCALE IN FEET
<br />-1+50 -1+00 -0+50 0+00 0+50 1+00 1450 2+00 2+50 3+00 3+50 4+DD 4+50 5+00 5+50 6+DO 6+50 7+00 7+50
<br />LNG NAME NO. BY DATE REVISIONS USE (INCLUDING COPYING. DISTRIBUTION, AND/OR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS
<br />leho7Tn 1 CAW OSIOBItfi FINAL PLAT_APPLICATION - REMOVED PPD_5INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED SY ME OR UNDER MY DIRECT SUPERVISION AND THAT 1
<br />AMADULY REGISTER OFESSKNJAL ENGINEER UNDER THE ? Fy SATHRE-BERGQUIST, INC.
<br />WIN BY _ 2 CAW 09119116 ,FINAL pIAT,.COMME_I+IT'S.=STR�IGMTE_NgO�iq SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORF7ATION. USE WITHOUT kc? N
<br />;Ayy — SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY LAWS THE STATE NESOTA.
<br />INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY.
<br />:KEDBY _- -- - ,-. __ .. ._ _ SATHREBERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE 150 SOUTH BROADWAY WAYZATA, MN. 65397 (962}478-00°°
<br />:AW _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING
<br />LATE FROM ILLEGITMATE USF -P01
<br />!,7115 - - - - - - - Dale: fs L... 'Y71'.
<br />SYMBOLLEGEND
<br />LOT LINE
<br />BUILDING SETBACK BOLNDARY
<br />PARCEL BOUNMRY UNE
<br />DRAMAGE AND UTRM EAREMENTR
<br />RIGHT-0F_WAY
<br />FLARED END SECTION NThUPdUP-
<br />BTURMBOICIURELABEL
<br />2
<br />WELL
<br />SEPTICSTTE
<br />EMERGENCY OVERFLOW BMALE
<br />90L BORING LOCATION
<br />BENCHMARK /FOUND P
<br />WETLAND BUFFER MONLSENT
<br />PRE CONSTRUCTION SILT FENCE
<br />— -- —
<br />POST CONSTRUCRON9LTFF.NCESEPTIC
<br />PRCTECTION FENCING
<br />WOODFISER BLANKIT
<br />DBCRCNSOIS
<br />UTIUTY POLE
<br />TREE SAVED
<br />TREEREMOWD
<br />EJ
<br />Ul T FKW�l NU. FILE NO.
<br />FINAL STREET PLAN
<br />10119-001
<br />ORONO, KINTYRE PRESERVE 2
<br />MINNESOTA CHRIS BOLLIS
<br />s
<br />
|