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6"; DISTANCE TO CL VARIABLE <br /> 1/2"R 3"R EACH AREAa/4" <br /> PLYWOOD <br /> x•• VER FACE 0 <br /> 1 IS 1/2 OF :y�:'" <br /> F:.^• *' F BOLTSTABULATED <br /> 3 TOTAL AREA <br /> SLOPE 3/4"/FT. Mn/DOT B 618 EXPANSION JOINT Y✓y / <br /> M �• <br /> e t: ^ PLUG OR CAP A N D E R S 0 N <br /> ~ ° <br /> ••' a A PLUGGED CROSS �'E <br /> 13605 1st Avenue N . # 100 <br /> 6" DISTANCE TOCLVARIABLE A B + Plymouth, MN 55441 ae-mn.com <br /> 1/2"R QUANDRANT TO BE POURED ::. Y <br /> 3„R ru.. <br /> INTEGRAL WITH CURB +•+ �� A P 763.412.4000 I F 763.412.4090 <br /> r,.. <br /> FT ° 1 A2 Anderson Engineering of Minnesota, LLC <br /> 3 1/2"R EXPANSION JOINT s '' '•' % 1 <br /> ° • . SLOPE 3t4"IFT• Mn/DOT B 624 <br /> •• •. BEND PLUGGED TEE <br /> d' •• • • 18" 18" PLUGGED CROSS <br /> d. <br /> 2e/6 TEE PLUGGED ON <br /> NOMINAL <br /> 8"; 24 . •• �. FITTING SIZE, TEE,WYE,PLUG OR 90°BEND, RUN 45°BEND <br /> • CAP PLUGGED CROSS <br /> : °•' INCHES <br /> Al A2 <br /> 28"R <br /> 16„ SECTION A-A ONEKAl2"R PRAIRIE <br /> U 6618 C&G 4 1.0 1.4 1.9 1.4 1.0 - - <br /> 68"R TOP OF BITUMINOUS MAT THR <br /> 1;2" THIS DETAIL IS THE SAME 6 2.1 3.0 4.3 1 3.0 1.6 1.0 <br /> • FOR BOTH SIDES OF THE <br /> N' VALLEY GUTTER 8 3.8 5.3 7.6 5.4 2.9 1.5 <br /> o 11 c� •'.P.~ • '• .� • , ,r •.•' ." 18" 18"' 10 5.9 8.4 11.8 8.4 4.6 2.6 <br /> • 7 SURMOUNTABLE <br /> • •. 4 d " BASE o 12 8.5 12.0 17.0 12.0 6.6 3.4 <br /> 2/e 3/4"per ft. <br /> 17 1/2". 10 1/2" 14 11.5 16.3 23.0 16.3 8.9 4.6 2.3 <br /> 3.5114" : ']; . : . <br /> 28" 1:1 : ' ' �• ' 7-1 16 15.0 21.3 30.0 21.3 11.6 6.0 3.0 <br /> 3" <br /> 6-DISTANCE TO CL VARIABLE 1'Min. •.................. .............................................. 18 19.0 27.0 38.0 27.0 14.6 7.6 3.8 <br /> 1/2"R 3"R •::.:;. :::••:::::::::::::.�•::•:.:::..::::::: 20 23.5 33.3 47.0 33.3 18.1 9.4 4.7 <br /> 6"MIN.CLASS 5 OR SALVAGED/RECYCLED MATERIAL MEETING <br /> CLASS 5 GRADATION(MnDOT 3138) <br /> 1 24 34.0 48.0 68.0 48.0 26.2 13.6 6.8 <br /> �3 <br /> FT • <br /> `�' 9 '• a SLOPE 3/4"/FT. NOTES: <br /> 1/2"R Mn/DOT B 612 1. CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH. <br /> " •••'.' '•• .i 1• 2. KEEP CONCRETE CLEAR OF JOINT AND ACCESSORIES. SOUTHWIND HOLDINGS, LLC <br /> • .. SECTION B-B 3. REQUIRED BEARING AREAS AT FITTING SHALL BE AS NOTED ABOVE,UNLESS INDICATED OTHERWISE. <br /> • °" r •' THRU CONCRETE GUTTER 4. BEARING AREAS AND SPECIAL BLOCKING DETAILS SHOWN ON THE PLANS TAKE PRECEDENCE OVER BEARING AREAS AND <br /> BLOCKING DETAILS SHOWN ON THIS STANDARD PLATE. <br /> 8"I 12 5. ABOVE BEARING AREAS BASED ON TEST PRESSURES OF 150 PSI AND AN ALLOWABLE SOIL BEARING STRESS OF 2000 LBS.PER <br /> NOTES: SQUARE FOOT.TO COMPUTE BEARING AREAS FOR DIFFERENT TEST PRESSURES AND SOIL BEARING STRESSES,USE THE <br /> 1. MINIMUM OF 3"CLASS 5 AGGREGATE BASE UNDER ALL FOLLOWING EQUATION:BEARING AREA=(TEST PRESSURE/150)X(2000/SOIL BEARING STRESS)X(TABLE VALUE). <br /> CURB AND GUTTER <br /> 2. SEE DETAIL HU-STR-6 FOR BURB AT CATCH BASINS <br /> 3 CITY OF= Special Details CITY OF Special Details ifww <br /> CITY OF= Special Details I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR <br /> -p Date: Date: <br /> CONCRETE Dam VALLEY GUTTER REPORT WAS PREPARED BY ME OR UNDER MY DIRECT <br /> � 04-01-15 04-01-15 04-01-15 SUPERVISION AND THAT I AM A DULY LICENSED <br /> Q CURB & GUTTER HU-STR-8 WGO DETAIL Revised: HU-STR-10 BLOCKING FOR WATERMAIN Revised: HU-W-4 PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE <br /> t11JG0 Revised: <br /> Ld EST.1908 03-12-20 ��� -" EST.1906 05-27-21 EST.1906 03 12-20 OF MINNESOTA. <br /> 0 -�� <br /> �i PRINT NAME: ADAM THIELE, PE <br /> o <br /> O <br /> i SIGNATURE: <br /> BITUMINOUS SURFACE <br /> w DATE: 08/09/2022 LICENSE N0. 51317 <br /> I <br /> REVISION LOG <br /> 8'WIDE x 4"THICK 5'-T DEPTH <br /> NO. DATE DESCRIPTION OF REVISIONS <br /> p 1 8/19/22 REVISED PER CITY COMMENTS <br /> Q 6„ <br /> O O ` <br /> 2 10/31/22 REVISED PER UPDATED DELINEATION <br /> OI BRASS SHUT-OFF VALVE 3 11/18/22 REVISED PER CITY COMMENTS <br /> / GRASSY AREA <br /> UNDERGROUND UTILITY PIPE ± 4 11/21/22 STORM SEWER REVISIONS <br /> c� <br /> r` <br /> OI EXISTING(OR FINISHED)GRADE <br /> O 4' 4'�{ 5' 6'DEPTH <br /> � I 1"CORPORATION STOP <br /> Ld 6"I STYROFOAM HIGHLAND 40 BRAND PLUGGED END - <br /> PRELIMINARY PLAT <br /> PLASTIC FOAM OR APPROVED <br /> Q 8'WIDE x 4"THICK EQUAL <br /> 08 09 2022 <br /> Q UNDERGROUND UTILITY <br /> DESIGNED: DRAWN: CHECKED BY: <br /> w PIPE <br /> AT JR AT <br /> z WATER MAIN <br /> 0 1"COPPER <br /> I ijDRAWING TITLE <br /> 0 <br /> z <br /> NOTE: <br /> 1. RE-USE EX.AIR BLEED LINES AND PLUGS ON PROPOSED STUBS. <br /> 0 INSTALLATION TO BE MADE AT NO ADDITIONAL COMPENSATION. <br /> C/) FURNISH NEW GASKETS WHERE REQUIRED. <br /> � 2. NEW LINES WILL BE PAID FOR AT UNIT PRICE BID FOR 1"COPPER AND 1' <br /> o/ CORPORATION STOP,AS SPECIFIED.ALL OTHER WORK TO BE <br /> �_ 4'1, INCIDENTAL TO THE PROJECT. DETAILS <br /> C <br /> / 3.0 TO BE REMOVED AFTER TESTING AND/OR PRIOR TO FREEZE-UP. <br /> O m INSTALL BLOCKING AT PLUGGED END AFTER COPPER REMOVAL. <br /> O � <br /> j 4" <br /> a <br /> U <br /> N <br /> E NOTE: <br /> E 1. UNDERGROUND UTILITY PIPE CROSSING 8'x8'x4"THICK <br /> o CENTERED OVER PIPE. D RAW I N G N O. <br /> 2. SEPARATE LAYERS TO MAKEUP 4"THICKNESS SHALL <br /> Q HAVE STAGGERED JOINTS TO ENSURE CONTINUITY. <br /> Q <br /> r7 <br /> x <br /> N <br /> E N <br /> a4- <br /> 0 0 Special Details Special Details <br /> CITY OF ,: CITY OF <br /> I / INSULATION DETAIL Date. 04-01-15 TEMPORARY AIR BLEED Data. C14 <br /> 04-01-15 <br /> N HU-W-5 INSTALLATION DETAIL HU-W-6 <br /> Revised: Revised: <br /> o E EST.1906 03-17-2020 EST.1906 03-12-20 <br /> PLOTTED: COMM. NO. <br /> N � <br /> o L ---- 17004 <br /> z x <br />