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STREET NOTES <br />1. THE PROPOSED STREET R 33 FT B TO BACK OF NRB UNLESS <br />OTHERWISE NOTED <br />L ALL TEMPORMY DEADEND SDUETS SMLL BE CLOSED WON TEMPORARY <br />BARRICADES AND ARE TO OF FULLY REFUCFORQED AND PROPERLY MAINTAINED <br />UNOI THESTREETISE NDED. <br />3. SEEDFTMSFORSMEETDESRSN STANDARDS <br />A. ALL SIDEWALKS ME TO BE A' TIRCIL 4,= M. CONSTRUCT PER DETAIU <br />PR DED <br />5. ME PAVEMENTSERIONSHALLSE CONSTRUCTEDINACCORDIINCE WON <br />MNDOT MOST CURRENT VERSION OF -STANDARD SPECIFICATIONS FOR <br />Co <br />AND ALSO REQUIREMENTS OF OWNERS SQL ENGINEER <br />6. MY SPECIFIED THICKNESS K CONSDERED MINIMUM DEPTHS AMR <br />COMPACTION <br />T. MNDDi SPEC 2357 BITUMINOUS TACR COAT SHALL BE PLACED BETWEEN <br />SUCCESSIVE NTUMINDUS UFTSAO AGAINSTALLABUTTING EDGES <br />K.RIC`DLEv IV- I—VVERCOURSEMBLNRE.—ALLQVEO <br />R. ANT SMMIM AND SKSHAGE SHOWN SHALL BE IM74UD PER ME MN <br />MANUAL ON UMFORM TRAFFIC CONTROL DEVICES (MOMUTCOF THE <br />CONTRACTOR SHALL SUBMIT A TEMPdURV TRAFFIC CONTROL PUN TO BE <br />APPROVED BY ME CITY ENGMEER PRIOR TO COMMENCMENT OF ROM <br />IMPROVEMENTS <br />M THE CONTRACTOR MUST NOTIFY ARM COUNTY AT LEAST 72 HOURS <br />PRIONTOCOMMENCING 20THAVE TIE IN <br />MIO <br />N'E r A ND t / ` wo <br />FB <br />��\ LO I l0 i LO <br />IAooBi sr. I % as3E v. <br />HATH sr. IKRM sr. <br />rA9 v. \jam B•(,T RARE 5— <br />..AND ND a <br />ZO.I TEB SI (D. ACRES) <br />LO I 11 LO <br />WO <br />`X LO LO <br />W 0 1 <br />Si O�EB{ ACRES) r. \ r <br />WESTLAFD W - <br />VE- AREA - <br />690 S.F. (002 ACRES) <br />11/I I C I N E 1 E� Y ,,._, l <br />Z <br />o- <br />= <br />oM <br />CURB <br />TTERF1FN <br />PA <br />�U < <br />-- -------- <br />PREMTUD FDR: <br />NEW LLG <br />N <br />N <br />'em WAY <br />1 <br />PREMRA BY: <br />FN <br />DCSDI DIO. LLL (ENDKEER) <br />I1pCAD".305111 tMIF <br />= <br />oo] <br />SNORTS. 1M SSD7t <br />(j <br />PUDIC: !l1-255-1002 <br />'NDACT: <br />LENWRNLLE S IRRYSICH <br />I <br />lOGTION GPPRONMATE ADDRESS} <br />TROD 20TH AVE N. <br />LENTERNLLE. MN 5MM <br />oEscMPTMN: <br />p UMT SNQE iAMAY SIBDNSON <br />MM SURINN1NtABLE <br />90EWMR ON NORM SDE, <br />SOL STRMN. <br />SEYIER, AND WAtfR SERVICE I <br />y�Jl3 L Q <br />' I ssu <br />3URNDMAR <br />DRE AM MIT <br />VEIT- <br />TSR EC 61u <br />Y KM GpIRR <br />DQ AWILEE <br />T9KR rMM MCR 6 GIM <br />RM f .L. A ! R , mpREE 1 <br />_ TRE MMD <br />RN TTK !ROI-NOVERI <br />TYPICAL SECTION <br />915 N.ES <br />TYPICAL SECTION NOTES <br />1. ME TYPICAL SECTION SHOWN G ME MINIMUM ME" REQUIREMENTS. <br />SEE SPECIFNAl10RS FORFRORR SPECMCDCANS <br />2. PVI; DRIUNME SHALL BE INSTALLED BEHIND THE CURB SECTION. <br />DMINTRE TO BE INSTALLED AS REQUIRED TO ADEQUATELY DRAIN ALL SELECT <br />GMRMM FRLAREAS; CONNECT TOSTMI SEWER <br />3. SMEET SHALL BE DESIGN FDR A 35 MPN DESIGN SPEED WITH MINIMUM <br />.5%MD MAJUM1UM 6%GMDf <br />A. THE CITY RESERVES THE RIGHT TO INCREASE THE STREET SEMON BASED <br />91U ON SOIL CONORIOriS% THE SECTION SHOWN CONTMNS A 2O GMNUUR <br />SECTIO!. M ADDITIONAL FOOT MAY BE REQUIRED AT ME a" INS ,ECTDM <br />DISCRFwn <br />S RECYCLED MATERIAL SHALL NOT BE ALLOWED IN BITUMINOUS WEAR <br />COURSE. <br />6 4 6 <br />II 11 re• TOPSOIL <br />503 <br />STREET PLAN <br /><SUBDIV)SION NAME> XX <br />:)NDVIEW PARTNERS, LLC XX <br />