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NEW 3" BITUMINOUS PAVEMENT <br />PLACED IN 2 LIFTS <br />EXISTING SUBGRADE SOIL <br />LIGHT-DUTY BITUMINOUS <br />0 CONSTRUCTION DETAIL <br />NOT TO SCALE <br />NEW 4" BITUMINOUS PAVEMENT <br />PLACED IN 2 LIFTS <br />M ‘ <br />) , <br />DP, 2, 2, go oOo�O�O2, 2, go oO(A t. c <br />�Qo <br />^C�Qo C QQo C Qo C Qo ^C�Qo C QQo C Qo C Qo C,41' <br />- I III—III III—III III—III III III III III III 1H <br />I - <br />--I <br />I II I II I I I II I I I II I II I II I II I II I II I I <br />-I 1 I -I I -III -11-11 I -I -III-III--I 11 -I -I <br />=III III � 1I S I I I1 S I I II II 1 11 III 1 11 1 II <br />1111111111111111111111 II I II 1111111111 <br />-1 1 I -I -I I I- 1 1-1 1 I- 1 1-1 1 I- 1 1-1 1 I -I -III -I -I <br />IIIIIIIII11 1111111 IIIIIIIIIIII EIIII <br />IIIIlIl11I111111I1111 <br />EXISTING SUBGRADE SOIL <br />LIGHT-DUTY BITUMINOUS <br />0 CONSTRUCTION DETAIL <br />NOT TO SCALE <br />NEW 4" BITUMINOUS PAVEMENT <br />PLACED IN 2 LIFTS <br />BACKFILL WITH NEW <br />GOOD QUALITY <br />TOPSOIL AND SOD <br />EXISTING SUBGRADE SOIL <br />HEAVY-DUTY BITUMINOUS <br />PAVEMENT SECTION <br />NOT TO SCALE <br />18" <br />1111_1=' <br />1=11 11=11111=111 <br />CO <br />SLOPE <br />3/4' PER FT. <br />6" NEW CRUSHED <br />AGGREGATE BASE <br />CLASS V <br />NEW 7" CRUSHED <br />AGGREGATE BASE <br />CLASS V <br />NOTE: TIP OUT GUTTER WHERE INDICATED <br />ON PLANS AND AS NEEDED TO ENSURE <br />POSITIVE DRAINAGE <br />NEW BITUMINOUS <br />PAVEMENT <br />d <br />d ° <br />11-11 I I I-11 <br />)Io�Of�o� <br />a a <br />Ell I=11E11 E �a <br />oqc <br />1111111II°°�����:� <br />0 0 0 0 0 0 0 l.•. <br />=III—Uo°oo °000°000°000°000°000°000°oo <br />oo C7oo C7oo oo C�.:,0 0 oo C7oo <br />t t=III T —IT H S T=i n=T =rr H H r =T —11=11T <br />-I I II I II I I -I I II I II I II I IIIIIII I IIII-1111 <br />1ii1111 1— 1-1----1---11-1-11VI— 1-1111--1-1111-111tII11 <br />6" <br />BACKFILL WITH NEW <br />GOOD QUALITY <br />TOPSOIL AND SEED <br />III�� <br />IIIII <br />IIIIII° <br />4 ad <br />° a d e <br />III 1I 4 a 4 d CE'goo• <br />EXISTING SUBGRADE SOIL <br />B618 CONCRETE <br />CURB & GUTTER DETAIL <br />NOT TO SCALE <br />12" <br />►1► <br />12" <br />NEW BASE <br />AGGREGATE <br />NOTE: TIP OUT GUTTER WHERE INDICATED <br />ON PLANS AND AS NEEDED TO ENSURE <br />POSITIVE DRAINAGE <br />SLOPE <br />3/4' PER FT. <br />NEW BITUMINOUS <br />PAVEMENT <br />1 <br />IIIIIII=11=1I 111=11=11=11=111 I� <br />11-111-11-111—11-111-1=1-1=1 <br />��� III III III III m <br />EXISTING SUBGRADE SOIL <br />SURMOUNTABLE CURB <br />& GUTTER DETAIL <br />NOT TO SCALE <br />P:\Projects\Projects - 2014\12146115- Lino Lakes Fire Station\C. Design\Drawing Files\12146115 C5.dwg <br />t) <br />N <br />NEW BASE <br />AGGREGATE <br />NEW 4" PORTLAND CEMENT CONCRETE <br />a <br />4 <br />4 <br />a <br />d a <br />4 <br />a <br />e <br />a <br />d <br />e <br />a <br />d <br />4 <br />d <br />—1111 111111-111—III-111—III-111III-III-1 <br />=1 I— lI—I � I—I 11—I � I—III—I II—I � 1-1 II—III—III—III-111- <br />1-I I I -1-I I I -1-I I I -1-I I I -I-11 I-1 I-111-1 <br />-1II 11 I 11 I—I 1 I -I 1 I -I 1 I 1111II 11 i- 11==1111 11111II 11 � � � 111; <br />EXISTING SUBGRADE SOIL <br />LIGHT-DUTY CONCRETE <br />© CONSTRUCTION DETAIL <br />NOT TO SCALE <br />NEW 8" PORTLAND CEMENT CONCRETE <br />4 <br />a <br />4 <br />d <br />4 <br />ad <br />4 <br />d <br />d <br />d <br />4 <br />4 <br />4 a d <br />e a <br />d e <br />4 <br />a <br />d <br />4 4 <br />4 <br />a <br />4 <br />4 <br />d <br />d <br />a <br />4 <br />a <br />4 <br />d <br />4 <br />4 <br />4 <br />e <br />4 <br />e <br />a <br />III -1 I PH I—III—III—III—III—III—I HI I I— PH I PH <br />I <br />1 111 111 111 111 111 111 111 111 111 111 111 11= <br />III -1111-1111-1111 I-1111-1111 I1111 <br />1IIIHI1�11H IHII,HLIIIII1�11III�IIII- i1_1�11114III�IlIl4111 <br />EXISTING SUBGRADE SOIL <br />HEAVY-DUTY CONCRETE <br />CONSTRUCTION DETAIL <br />NOT TO SCALE <br />NEW 6" CRUSHED <br />AGGREGATE BASE <br />CLASS V <br />NEW 6" CRUSHED <br />AGGREGATE BASE <br />CLASS V <br />2' 0" <br />4' 0" <br />2' 0" <br />NOMINAL 1" x 8" x 8' <br />N0. 1 GRADE LUMBER OR <br />STEEL / ALUMINUM PANELS <br />5' MIN. <br />1/2"x8" GALV. BOLTS <br />W/ CUT WASHER <br />7 1/2 " <br />1' 3 1/4 <br />1/4 " <br />2' 2" MIN. <br />APPROX. 2' 8" <br />NOTES: <br />1. THE BARRICADE BOARD FACE SURFACE SHAT BE FULLY REFLECTORIZED <br />IN ALTERNATE SILVER WHITE AND RED STRIPING, USING REFLECTIVE <br />SHEETING CONFORMING TO THE REQUIREMENTS OF SPEC. 3352.2A2a <br />STANDARD NO. 1. <br />2. PRIOR TO INSTALLING THE REFLECTIVE SHEETING. THE BARRICADE <br />BOARDS SHALL BE GIVEN A COMPLETE COAT OF WHITE WOOD PRIMER <br />PAINT FOLLOWED BY A SECOND COAT OF WHITE EXTERIOR PAINT APPUED <br />ONLY TO THE SURFACES NOT COVERED wrH REFLECTIVE SHEETING. <br />3. THE BARRICADE BOARDS SHALL BE COMPLETELY PAINTED AND RELECTORIZED <br />SHEETING APPUED BEFORE INSTALLED ON THE POSTS. <br />PERMANENT BARRICADE <br />MAY, 2013 <br />GEN -24 <br />1 <br />0 PERMANENT BARRICADE <br />NOT TO SCALE <br />ACCESSIBLE RAMP DETAIL <br />NOT TO SCALE <br />TURRET <br />TYPICAL DETAIL <br />1318 MCKAY DR. NE, SUITE 300 <br />HAM LAKE, MN 55304 <br />(763) 434-2030 i M -F 8:00-4:30) <br />WWW.ANOKASWCD.ORG <br />PLAN VIEW <br />U.S. PATENT NO. 8,501,016 <br />3' 8" <br />CROSS-SECTION VIEW <br />Aummemmmwr <br />CURB QlT APRON <br />U.S. PATENT NO. 8,501,016 <br />RAIN GUARDIAN - TURRET <br />NOT TO SCALE <br />V <br />O 'L <br />Cat <br />_ 2 <br />CIS J <br />N <br />JwM <br />1110 <br />0 <br />0 <br />0) <br />a) <br />c <br />0 <br />L <br />0> <br />< <br />— z J W <br />w D O z <br />aa¢D <br />Z O < W 0 <br />a0!,=C5))m z <br />HIw=wz <br />, O J 2 <br />Q d < z w <br />=wz00 <br />HIYOMW <br />u_w—wF- <br />F-aQoO) <br />ww <br />o ---- <br />>-0o,uJa <br />UWQZ0 <br />wwwzv <br />w <br />O 0 O J J <br />5. <br />N <br />O) <br />10 <br />0 <br />z <br />Lu <br />uJ <br />Eric G. Meyer, P.E. <br />DATE 01/19/15 <br />COMM: 12146115 <br />01/19/15 <br />REVISIONS: <br />Addendum No. 2 <br />Watershed Submittal <br />Watershed Comments <br />Watershed Revs <br />Watershed Revs <br />10 10 <br />O CO <br />N <br />O <br />(1) <br />0 <br />Lino Lakes <br />1710 Birch Street <br />Lino Lakes, Minnesota <br />Details <br />0 <br />U <br />N) <br />N <br />LC) <br />0) <br />10 <br />LO4 <br />N <br />LO <br />SUITE 504 APPLE VALLEY, MN <br />0 <br />0 <br />M <br />c3 <br />z <br />5 <br />x <br />1- <br />F9;; <br />0 <br />b‘- \ N% <br />c9 -'% ) 2- > cc <br />,��OO�O�OQO�O0O0ONOo,c9 O�O�OQO� <br />18'"-q PO��r, <br />=11r1r11r=plIr=plIrlrlIrlIrlIrlIrl <br />rlIrlrlIr=w11=lrlIrlrlIrlplIrlIr <br />-I 1 I -I I -III -11-11 I -I -III-III--I 11 -I -I <br />1111111111111111111111 II I II 1111111111 <br />II I II 1111111111 1111111111111111; <br />BACKFILL WITH NEW <br />GOOD QUALITY <br />TOPSOIL AND SOD <br />EXISTING SUBGRADE SOIL <br />HEAVY-DUTY BITUMINOUS <br />PAVEMENT SECTION <br />NOT TO SCALE <br />18" <br />1111_1=' <br />1=11 11=11111=111 <br />CO <br />SLOPE <br />3/4' PER FT. <br />6" NEW CRUSHED <br />AGGREGATE BASE <br />CLASS V <br />NEW 7" CRUSHED <br />AGGREGATE BASE <br />CLASS V <br />NOTE: TIP OUT GUTTER WHERE INDICATED <br />ON PLANS AND AS NEEDED TO ENSURE <br />POSITIVE DRAINAGE <br />NEW BITUMINOUS <br />PAVEMENT <br />d <br />d ° <br />11-11 I I I-11 <br />)Io�Of�o� <br />a a <br />Ell I=11E11 E �a <br />oqc <br />1111111II°°�����:� <br />0 0 0 0 0 0 0 l.•. <br />=III—Uo°oo °000°000°000°000°000°000°oo <br />oo C7oo C7oo oo C�.:,0 0 oo C7oo <br />t t=III T —IT H S T=i n=T =rr H H r =T —11=11T <br />-I I II I II I I -I I II I II I II I IIIIIII I IIII-1111 <br />1ii1111 1— 1-1----1---11-1-11VI— 1-1111--1-1111-111tII11 <br />6" <br />BACKFILL WITH NEW <br />GOOD QUALITY <br />TOPSOIL AND SEED <br />III�� <br />IIIII <br />IIIIII° <br />4 ad <br />° a d e <br />III 1I 4 a 4 d CE'goo• <br />EXISTING SUBGRADE SOIL <br />B618 CONCRETE <br />CURB & GUTTER DETAIL <br />NOT TO SCALE <br />12" <br />►1► <br />12" <br />NEW BASE <br />AGGREGATE <br />NOTE: TIP OUT GUTTER WHERE INDICATED <br />ON PLANS AND AS NEEDED TO ENSURE <br />POSITIVE DRAINAGE <br />SLOPE <br />3/4' PER FT. <br />NEW BITUMINOUS <br />PAVEMENT <br />1 <br />IIIIIII=11=1I 111=11=11=11=111 I� <br />11-111-11-111—11-111-1=1-1=1 <br />��� III III III III m <br />EXISTING SUBGRADE SOIL <br />SURMOUNTABLE CURB <br />& GUTTER DETAIL <br />NOT TO SCALE <br />P:\Projects\Projects - 2014\12146115- Lino Lakes Fire Station\C. Design\Drawing Files\12146115 C5.dwg <br />t) <br />N <br />NEW BASE <br />AGGREGATE <br />NEW 4" PORTLAND CEMENT CONCRETE <br />a <br />4 <br />4 <br />a <br />d a <br />4 <br />a <br />e <br />a <br />d <br />e <br />a <br />d <br />4 <br />d <br />—1111 111111-111—III-111—III-111III-III-1 <br />=1 I— lI—I � I—I 11—I � I—III—I II—I � 1-1 II—III—III—III-111- <br />1-I I I -1-I I I -1-I I I -1-I I I -I-11 I-1 I-111-1 <br />-1II 11 I 11 I—I 1 I -I 1 I -I 1 I 1111II 11 i- 11==1111 11111II 11 � � � 111; <br />EXISTING SUBGRADE SOIL <br />LIGHT-DUTY CONCRETE <br />© CONSTRUCTION DETAIL <br />NOT TO SCALE <br />NEW 8" PORTLAND CEMENT CONCRETE <br />4 <br />a <br />4 <br />d <br />4 <br />ad <br />4 <br />d <br />d <br />d <br />4 <br />4 <br />4 a d <br />e a <br />d e <br />4 <br />a <br />d <br />4 4 <br />4 <br />a <br />4 <br />4 <br />d <br />d <br />a <br />4 <br />a <br />4 <br />d <br />4 <br />4 <br />4 <br />e <br />4 <br />e <br />a <br />III -1 I PH I—III—III—III—III—III—I HI I I— PH I PH <br />I <br />1 111 111 111 111 111 111 111 111 111 111 111 11= <br />III -1111-1111-1111 I-1111-1111 I1111 <br />1IIIHI1�11H IHII,HLIIIII1�11III�IIII- i1_1�11114III�IlIl4111 <br />EXISTING SUBGRADE SOIL <br />HEAVY-DUTY CONCRETE <br />CONSTRUCTION DETAIL <br />NOT TO SCALE <br />NEW 6" CRUSHED <br />AGGREGATE BASE <br />CLASS V <br />NEW 6" CRUSHED <br />AGGREGATE BASE <br />CLASS V <br />2' 0" <br />4' 0" <br />2' 0" <br />NOMINAL 1" x 8" x 8' <br />N0. 1 GRADE LUMBER OR <br />STEEL / ALUMINUM PANELS <br />5' MIN. <br />1/2"x8" GALV. BOLTS <br />W/ CUT WASHER <br />7 1/2 " <br />1' 3 1/4 <br />1/4 " <br />2' 2" MIN. <br />APPROX. 2' 8" <br />NOTES: <br />1. THE BARRICADE BOARD FACE SURFACE SHAT BE FULLY REFLECTORIZED <br />IN ALTERNATE SILVER WHITE AND RED STRIPING, USING REFLECTIVE <br />SHEETING CONFORMING TO THE REQUIREMENTS OF SPEC. 3352.2A2a <br />STANDARD NO. 1. <br />2. PRIOR TO INSTALLING THE REFLECTIVE SHEETING. THE BARRICADE <br />BOARDS SHALL BE GIVEN A COMPLETE COAT OF WHITE WOOD PRIMER <br />PAINT FOLLOWED BY A SECOND COAT OF WHITE EXTERIOR PAINT APPUED <br />ONLY TO THE SURFACES NOT COVERED wrH REFLECTIVE SHEETING. <br />3. THE BARRICADE BOARDS SHALL BE COMPLETELY PAINTED AND RELECTORIZED <br />SHEETING APPUED BEFORE INSTALLED ON THE POSTS. <br />PERMANENT BARRICADE <br />MAY, 2013 <br />GEN -24 <br />1 <br />0 PERMANENT BARRICADE <br />NOT TO SCALE <br />ACCESSIBLE RAMP DETAIL <br />NOT TO SCALE <br />TURRET <br />TYPICAL DETAIL <br />1318 MCKAY DR. NE, SUITE 300 <br />HAM LAKE, MN 55304 <br />(763) 434-2030 i M -F 8:00-4:30) <br />WWW.ANOKASWCD.ORG <br />PLAN VIEW <br />U.S. PATENT NO. 8,501,016 <br />3' 8" <br />CROSS-SECTION VIEW <br />Aummemmmwr <br />CURB QlT APRON <br />U.S. PATENT NO. 8,501,016 <br />RAIN GUARDIAN - TURRET <br />NOT TO SCALE <br />V <br />O 'L <br />Cat <br />_ 2 <br />CIS J <br />N <br />JwM <br />1110 <br />0 <br />0 <br />0) <br />a) <br />c <br />0 <br />L <br />0> <br />< <br />— z J W <br />w D O z <br />aa¢D <br />Z O < W 0 <br />a0!,=C5))m z <br />HIw=wz <br />, O J 2 <br />Q d < z w <br />=wz00 <br />HIYOMW <br />u_w—wF- <br />F-aQoO) <br />ww <br />o ---- <br />>-0o,uJa <br />UWQZ0 <br />wwwzv <br />w <br />O 0 O J J <br />5. <br />N <br />O) <br />10 <br />0 <br />z <br />Lu <br />uJ <br />Eric G. Meyer, P.E. <br />DATE 01/19/15 <br />COMM: 12146115 <br />01/19/15 <br />REVISIONS: <br />Addendum No. 2 <br />Watershed Submittal <br />Watershed Comments <br />Watershed Revs <br />Watershed Revs <br />10 10 <br />O CO <br />N <br />O <br />(1) <br />0 <br />Lino Lakes <br />1710 Birch Street <br />Lino Lakes, Minnesota <br />Details <br />0 <br />U <br />N) <br />N <br />LC) <br />0) <br />10 <br />LO4 <br />N <br />LO <br />SUITE 504 APPLE VALLEY, MN <br />0 <br />0 <br />M <br />c3 <br />z <br />5 <br />x <br />1- <br />F9;; <br />0 <br />