2012-130 Council Resolution - Laserfiche WebLink

Home Search

8619 CURB TO BE USED AT RADIUS Rnfra ATALL UTILITY CROSSINGS,2 IO REINFORCING RODS SHALL BE PLACED IN THE LOWER PORTION OF THE GUTTER;RODS 2-FE REINFORCING RODS AT CATCH BASINS TO BE 20 FEET IN LENGTH. • 20 FEET IN LENGTH.CENTERED ON THE STRUCTURE a c 1,i��kA K J10 11(I 6 ` Z 2• 3/4' 3A" Pwaft iM IB8018 Mw �ssU 4m.emo BlkphDIl. SLOPE I/4"P R FOOT M MAW 1BI8YI�B v-ln• min' IYNINfJR6B�= #4 REBAR 29" Client I/z•a r R CONCRETE VALLEY GUTTER 6' I/Y•R NO SCALE Fendler H I Patterson SLOPE S/4 FT 8619 CURB TO BE USED AT RADIUS F. CONSTRUCTION • 2-#4 REINFORCING RODS AT CATCH BASINS 20 FEEF IN LENGTH,CENTERED ON THE STRUCTURE p 111Iv Iv A MINIMUM!OF Ir OF CLASS 5 a SHALL BE PLACED ,.Hr Project I OEM THE aHRa e F 2' 2 µ ROODRDND RODS AT 2 (] BILL S GTDIR BASINS 20 FEET N SLOPFI`)4 I F06T - LENGTH,CENTMED ON THE # NOTE:ANY SIGN SUPERETTE SIRUCTUFE -,'; FREE STANDING IN 6 MIN M1 v 2n 2aln" ASPHALT PARKING LOT SHALL BE pMNNO in 1/2•R MOUNTED AS VEHICLE 0 o 1/Y r R 2e" SHOWN. I/Y R 4•CONCRETE RITE 6 z 6-10 z 10 TIRE MESH-JOINTS SO O.C* BI7W0NOU5�� LL��6_•��JI Ilr R A MINIMUMOF4"OF Dp NE WE r--L CIASSSSHALL BE PLACED F�waATILN 1•R 1 BELOW THE CURB VANE I". F ,° SLOPE y/4' FL m 2•Y RAPE I MOUNTABLE ,,,� Location 1 _A YRRMU/OF 4 ' Y0 I CONCRETE CURB AND GUTTER NO.RIBA LINO LAKES, MN OF CLASS 5 \ NO SCALE •z 4•STEEL u SHALL BE PULED TUBE(SEE BON i :..Y.. 18• BELOW THE CURL I�Y 1Y DETAILS THIS in SHEEN 2 µ ROMFORCNG RODS AT 4•SAND BASE CATCH BASINS 20 FEET IN 't 2 µ REINFORCING RODS AT STEEL SOIL 40 LENGTH,CENTERED ON THE CATCH BASINS 20 FEET . STRUCTURE e' CTURE CENTERED ON THE a PPEs -FLL TIDH ,I t-I � RIBBON CURB l 10 D NO SCALE •REPORT VANES-SEE GRADING PLAN I I PA1wIG n 030.ROOFING B6I2 CONCRETE CURB AND GUTTER FINISHED GtME n/ INTEGRAL SIDEWALK CURB DETAIL NO SCALE Certification NO SCALE .. .......,:. • Thereby ceRily that this plan,5pedflntion or Y YNDOT LURE 4SOS TP Io report was prepared by me or under my direct BITUMINOUS YEAR COURg I supervision and that I am a duty licensed t- I professional EN GINEERunderthelawsofthestate •WUOT CLASS 5 - 1S of Minnesota. PROPOSED PAVEMENT EXTEND O..5-6.70 1'PAST EDGE OF BLACK7OP �RRy 15'BIMRN0115 WAR CMtSE,MN/DOT � vP� BABE LURE 4505 B• 3A /20•BIlU1SHOU5 BASE COUIM MNAOT iA NOTE: CONCRETE—', ONCRETE Michael C.Bra t LVNLV SOS P N - CURB CUT OPENING(UM VANES) d Reglstration Ng.42661 Date:11/19/2012 - e-d 4 c 1. THE NEO U7LO TRAIL SLIT LOCATION MAY->:-REQUIRED 10 BE'MEANDERED' _e•CLUBS 5 OR CLASS 7(100R CRUMED) 4- MiTM-7FE DU7lDT Wf15 R THE FELD. THE LOCATION SHN.L BE AT THE Bapplinble,nntaR us forawetsgced ww or thb AGGREGATE BASL LN/D073131P - 4 APRONDRHEMKIN-OF 1FE-ENGINEER OR THE OMOL PIYrauothh vs avall offlabekuponrequestrt MFRA Inc, CONORETE 4. (DISTANCE FROM BACK OF aA61 VANES) ACKRILL THE TRAILTRAIL SHALL TO RMISHEID CCOMPLETE(ID VADON FOR nff TRAIL,AND ACCESSIBLE PARKING SIGN STANDARD DITTY PAVEMENT COMPACTED AAPPROVEDS6fRA0E 4 - ONTRACTION JOINT ZT NO SCALE Summary 15•NTLIMIN TIEAR CDURS[MIN/GOTA 2' Designed:mce DT—.ffA GUS LVNE 4505 Be RAN GU~ PAVEMENT EDGE Approved:ma Book/Page:727/55 u'OMMMMS BAg C LN/bOT r TYPICAL TRAIL SECTION Phase:PREDM initialm/o7nou LVNw 35035B• CON� CURB END SECTION NO-SCALE Revision History CI 5 CLASS 7(1001C CRUSHED) Y-9' ' AGGREGATE BASE.YN/bOT also, No SCALE Na Date By Submittal/Revision A B 20/15/22 TA Crn'COMMENTS CONCRETE PAD MENR HEAVY DUTY PAVEME\IY COMPACTED APPROVED SUBGtAOE D 11.07.12 RA CUENTOONIMeNTS MEETS UNCOMPAC.TED IN]Z"LIFTS OF WASHED SAND VARIES•SEE CONFORMING O H FOLLOWIN GRADA ON.: 3r PLAN VIEW 4D1 1. 90 TO 100%BETWEEN THE 0.2 MM TO 3/ISNORMAL. sFAM r CONCRETE-4,ODD PSI FINISHEDGRADE 1.OMM SIZE ANNULARRND 2. 50 TO 70%OFTHE PARTICLES SHALL BE IN COVER WITH B"DEPTH OF PIAISrED THE RANGE OF 0.25 MM TO O.SOMMGlum CITY- _ RAIN GARDEN MIX 70130 3. MEET SPECIFICATION ASTM 1`2396-04 MAX `e'CLAW 5 OR GAS 7(IOOZ INI� JA•f E EtEv-SEE 4.0 OF 3%PASSING THE 200 SIEVE \aI CRUSHED)AGGREGATE BASF MN/DOT RAN 6UAINIAN MIRIN 160N FABRC O Of' VANES NATIVE V 11' T I CED ARWNDSAND ELEV90B.0 PLANTINGS CONCRETE PAVEMENT 1Y COMPACTED APPROVED SIEIIRAOE I FILTER WHERE IN - NTACT WNH EREIN .'.:Y-• Sheet Title SOILS B� ,Ot �-90°° CONSTRUCTION SLOPED wBGIuoE 1.THE PAVEMENT S ECRG/S SHALL BE CGeSIRUCIED N ACCORDANCE R11H LNDOT 71 �i/�i / /� DETAILS 0�1TANDANUM D �� ALSO��TSOFTSOL ENGINEER. / / / / / MIRIFl 160E FABRIC PLACED AROUND / / / / / .- .a /// SAND FILTER WHERE IN CONTACT wrtH NATIVE soils 2 ALL THICKNE�,AS SPECIFED,AIRS TO BE CONSIDERED MNNW DEPMS,AFTER //\\//�\//�\//\\//� \\// S: RICE CREEK WATERSHED REQUIREMENTS: tlOIFT COMPACRON• �� T SHALL BE THECONTRACTOR'S RESPONSIBILITY TO INSTALL THE 1. IMPORT AND APPLY A TOPSOIL MIXWITHB-13%SOILORGAMCMATTER, 1.F1EVA710N5 PER TRADING PLAN 3.MN/bOT SPEC 2757 BTNYINOW TAG(CDAT SHALL BE PLACED BETEDI ORRECT SOIL MIX AND PROTECTION DURING CONSTRUCTION. WHICH SHOULD CONTAIN 30-4D%COMPOST BY VOLUME AND CLEAN SAND 2 GRATE TYPE D SUCCESSIVE BRUWDHWS LIFTS AN,AGAINST ABUTTING CONCRETE CURB MGM CONCRETE PAD OR SANDY SOIL THE SOIL DEPTH SHOULD BE 8-INCHES AND THE pH 2. RAIN GARDEN MIX TO BE CONSTRUCTED TO THE 908 CONTOUR SUITABLE FOR PROPOSED PUNTS.ASK TOPSOIL SUPPLIER FOR TEST 1 NEENA1 R-499R-LX OR APPROVED EGUAL 4.RECYCLED N1WNW5 WEAR COURSE Ylz Yil NOT BE ALtDRED. Cl ASS V AGGREGATE 2. OF THEIR PRODUCT TO VERIFY THE MATERIAL CONTAINS THEUIVALL Sheet No. Revision SUBSOLS 3. INSTALL ALL UPSTREAM TREATMENT PRIOR TO CONSTRUCTING DESIRED ORGANIC MATTER CONTENT AND PH.RETAIN TEST RESULTS �OF TREHCH BML CRETE THOUNESS CA SECTION VIEW THE INFILTRATION BASIN.PROTECT INFILTRATION BASIN FROM REPORTS AND RECEIPTS FOR MATERIAL DELIVERED TO THE SITE,ASTHEY /F� ALL CONSTRUCTION SEDIMENT BEING TRANSPORTED ON AND MAY BE USED DURING INSPECTION TO VERIFY THATTHE SOIL PAVEMENT SECTIONS CONCRETE TRENCH BOX C9.02 �/ A•O 1 D OFF THE SITE. REQUIREMENTS HAVE BEEN MET. ■CIF 7 L NO SCALE CURB CUT OPENING 2. FOR BEST RESULTS,PLOW OR TILL COMPACTED SUBSOIL AT LEAST 2-INCHES NO SCALE NO SCALE INFlLTRATION BASIN CROSS SECTION DEEP BEFORE APPLYING TOPSOIL MIX AND/OR ROTOTILL SOME OF THE NO SCALE NEWLYAPPUEDTOPSOIL INTO THE SUBSOIL Project NO. FEN19355