Laserfiche WebLink
1 /2" R 6" DISTANCE TO CL VARIABLE J <br /> 3" R f PROPERTY LINE Q <br /> --7] <br /> SLOPE 1 /2" R — _ _ _ _ _ ... . .. W <br /> co 3 4" PER FT 1 2" R 3 o o W <br /> \ / (URBAN) MIN. 1 ' O Y2 EXPANSION BACK OF WALK , M Pa L1J <br /> JOINT I (_-) p w <br /> 7 <br /> N SLOPE 1 /2" R w I o z _ 0 -- <br /> 9 c�i z > � LD -- <br /> - 5 <br /> 1 3 4"PER FT a ° a 1 Q CD ' Q w Q <br /> I � 6' d . d n OI I w / �I z <br /> » » I V rV V I � w -i u ,I � <br /> 8 � � 18" � j� i REMOVE CROWN PER PLAN i i. d d a i + a_ � r� <br /> > I w � <br /> MnDOT B618 1 A � I A LJ x Li Q U <br /> (URBAN) 10" 16" VARIABLE iW y W I o w <br /> BOULEVARD PER z o' <br /> I PLAN p; BACK OF CURB � -I " Lw � (4 Q M <br /> DRIVEWAY FOR B618 CONCRETE CROSS GUTTER I CONCRETE CROSS GUTTER L '� w W W ' o Q <br /> AREA I EXTEND REBAR MIN. 18" AREA ' ' 0 o wO Ld a_ � ~ W <br /> 1 /2" 6" DISTANCE TO VARIABLE II INTO DRIVEWAY FLARE II PLAN Q� � � q o 'D = Q � r" <br /> ,� Q z LD Q I � z o <br /> 3 R I A <br /> SLOPE 1 /2„ R - - - - - - - - - ~ Lj <br /> p <br /> \ \ _.., Y2" STEEL BULLNOSE Ouu LD � Q un M z o <br /> T] 3 4" PER FT EDGES AND ALL JOINTS zo wzA 6 THICK UNREINFORCED CM -- w 3 z z w � L,1 <br /> i� <br /> CONCRETE WALK z Q z Q Q W o z q z Q I <br /> EXPANSION JOINTS ' ° .. a. .9.. --- ---- 3 < w -i � U U Q o � Q <br /> a —-- <br /> .. a :. _ w Q z J U Z U <br /> CROSS GUTTER AREA INTEGRAL ~ . W m ~ � � W z U Q w <br /> 8 12 I PREPARED SUBGRADE z Q 0 Q <br /> CAST WITH CURB , z ' w a_ L �Q W _ <br /> z � � W �- 3 � <br /> ,—, U 0- <br /> CD O <br /> MnDOT B612 l III N Q0 PLAN 0-1 v' � A E] W U � p ;D z U <br /> rLLJ� w o � ni <br /> Li w '-`-1 Ld u <br /> (URBAN) - - `C 7 ��' z w q a a_ U o <br /> N d 3/4" PER FT. 3"—� �— U 11 Q Q 0 _ � <br /> SECTION A—A z Q � L 0- � Q- <br /> f LJ J H H __J <br /> TT Q <br /> #4 REBAR �� �� NOTE: � `� o � Q w � <br /> 17 1 2" 10 1 2" 1s 1s 3 1/2" z W P� <br /> L T � 1 1 /2 O1 BROOM FINISH CONCRETE WALK SURFACE Lw V) U Q -j L7 <br /> SECTION A-A NOTE: NOT TO SCALE \ I X O Z Q QLI <br /> SURMOUNTABLE O MAXIMUM 100 FOOT SPACING BETWEEN EXPANSION JOINTS I z w <br /> NOTES: w Co I o Q 111 z p _J o 0 Q <br /> NOTES: O3 1/2 EXPANION JOINT MEETING MNDOT SPEC 3702. PROVIDE ONE PIECE J I q Q = <br /> " OF FILLER FOR THE ENTIRE DEPTH AND WIDTH OF THE JOINT LLJ 0 `� � Q Pa � � <br /> 1 . ON WEAR COURSE MILL THE EXISTING BITUMINOUS 1 .5 ' BY 24 IN FRONT OF THE 1. WITH REMOVAL OF EXISTING CURB AT A STREET, MILL BITUMINOUS TO A DEPTH OF 1.5 AND A WIDTH Q U Pa Q _j Q Li J p <br /> REPLACEMENT CURB. OF 18" IN EXISTING STREET. o Q � z 0 = U Q U q <br /> 2. ON BASE COURSE SAW CUT AND REMOVE EXISTING BITUMINOUS 18 IN FRONT OF THE 2. TO BE USED WHENEVER CROSS DRAINAGE IS< 2/. j `� w Q p > U Q W W o REPLACEMENT CURB. 3. CONCRETE CURB AND GUTTER SHALL BE CAST INTEGRAL WITH CONCRETE CROSS GUTTER AREA. NOT TO SCALE <br /> 4. CONCRETE CURB AND GUTTER SHALL BE PAID SEPARATELY FROM CONCRETE CROSS GUTTER AREA. w Ld U M Q 0 [ CU <br /> 3 Cz q I— Lv U <br /> APPROVED: STANDARD DETAILS: APPROVED: STANDARD DETAILS; APPROVED: STANDARD DETAILS: � w Q a a Q o 1 <br /> 1 - 2016 CURB AND GUTTER 3 - 2017 CROSS GUTTER 10 — 2015 CONCRETE SIDEWALK �City of V"- A CL (900 so <br /> L� U U �, Q U <br /> CITY PLATE No, CITY PLATE No. CITY PLATE No. O <br /> STR-1 STR-2 STR-3 <br /> 3 U <br /> 1 CD <br /> 1O LdM10' <br /> oLLJ A PROPERTY LINE Pq 51 <br /> (1 0 � Z z ~ LLJ� W MATCH EXISTING DRIVEWA� O 0 <br /> 1 (') = Q W 1.0' VARIABLE 1.0' VARIABLE <br /> 3 v j o � SAWCUT- - CURB REMOVED AND <br /> p 0 A 6" CONCRETE WALK <br /> _ I BITUMINOUS AND REPLACED <br /> - ��--- 1) L� D_ w W 6.0' SIDEWALK THROUGH DRIVEWAY 2% 6.0 SIDEWALK <br /> ~o =0 Q z -J CURB AND REMOVE <br /> zl � w Q z w U-) w <br /> W <br /> - Q w m MILL WEAR <br /> 60 w (n rii Q <br /> �i x w Q w <br /> 1-- w L.L.I I ' ¢ � AFTER BASE <br /> - Pa U I SLOPE AS REQUIRED > PATCH <br /> z ~ 3 J INSTALLED <br /> Ld Q o <br /> 0 U U wO w � � � Q 00 12 <br /> w o U J z Q MIN. <br /> oQz � Q —I [ ¢ QI— _ <br /> U ~ ¢ L7 z L� (� f� MAXIMUM DRIVEWAY WIDTH 2O.0' <br /> Q <br /> LD � Q u-) Pa -- IW- � 1,D <br /> w Q 18" MIN. <br /> z O Z w (-U = 3.0' <br /> w 0 FT. 3.0' FT. <br /> w LLJ p LEI (_D I ~ z <br /> Q J z Q Q ~ ~ U z r] J EXISTING CONCRETE CURB A <br /> CDwQOJw Z 3Q <br /> Rj - 3 � z U Q z O2:: _ O L7 6" CONCRETE VARIABLE — <br /> InLLI un q w o LLJ Q z Q z LLJ LD <br /> �IiI iI III Ilil III IIII II IIIil lllillllli111 <br /> - L�J Lw L LI Li°` Cu U U � Q o Q Q ° - O O OO 1.5" TYPE SP 9.5 WEARING COURSE MIXTURE (SPWEA340C) <br /> w Q U L7 CONCRETE ° <br /> (� w Q z - > J U Z O— a DRIVEWAY ° ° REFER TO DETAIL STR-1 �BITUINOU'' ' <br /> PAVEMENT TACK COAT <br /> ° DRIVEWAY FOR B618 <br /> W (� o o W z cu Q U ° <br /> z LLJw z w z � z a_ r Q >- � J 2" TYPE SP 12.5 NON WEARING COURSE MIXTURE (SPNWB330C) <br /> \ Q H H - Q L� z H U a H O PLAN 01 ELEVATION TO BE PROVIDED BY <br /> ENGINERER. <br /> CD ~ U W ww U CLp U z -- - <br /> 24" 4" MODIFIED CLASS 5 AGGREGATE BASE <br /> (U z Q V) = 00� Z I— <br /> LLI u, H F Ld LL U LU v �4" CLASS 5 MODIFIED BASE APPROVED SUBGRADE <br /> d (/) Pq (U � 0- U LL_ H 0 6 #4 REBAR ® 18„ OC (TYP) 6„ <br /> z Q Q Q SECTION A- A <br /> L.L Q <br /> `� ,.D Q � ¢ CONCRETE DRIVEWAY ENTRANCE -�-- NOTES: <br /> LD I p L- ; 3_1/2„ 1 . BITUMINOUS SHALL BE SAWCUT AND REMOVED AFTER CURB IS <br /> p = Q � � p REPLACED. <br /> LJ( H w = o = - � Q ' NOTES: I 5' T _ 5' 2. CLASS 5 AND BITUMINOUS COURSES SHALL BE MECHNICALLY <br /> 11 � w w o ~ = z J z 1 . PANEL WIDTH SHALL NOT EXCEED 10 FT. WITHOUT A CENTERLINE CONSTRUCTION SECTION A A COMPACTED. <br /> 1 oc z w o J LL_ JOINT. 3. SEE CITY PLATE STR-26 FOR MODIFIED CLASS 5 SPECIFICATIONS. <br /> ( = w Q w p Q p 2. DRIVEWAY TO BE ONE COURSE CONCRETE PAVEMENT. <br /> 1(00 <br /> U Q ~ = LL-U w Q (SEE SPECIAL PROVISIONS FOR CLASS OF CONCRETE.) CONCRETE VALLEY GUTTER <br /> 11 <1 M Q L� Q = 3. GUTTER TO BE PAVED INTEGRAL WITH DRIVEWAY. <br /> p (4 <br /> v 11 p p LD o z q 4. 6" THICK FOR RESIDENTIAL. 8" THICK FOR COMMERCIAL DRIVEWAYS AND ALLEYS. <br /> -- ` '�--- IIi H z cWi� o In U ~ W CU 5. 1/2" EXPANSION JOINT, 1/2" PREFORMED JOINT FILLER MATERIAL, AASHTO M 213 NOTE: TO BE USED WHENEVER CROSS DRAINAGE IS < 2% SLOPE <br /> w r� U Ld = (4 � � CRU (REQUIRED WHEN 2 CONCRETE AREAS ARE POURED SEPARATELY.) <br /> i Q � U " w <br /> � J w Q U � Q o o Q . <br /> a ; LD Q U z P� U U � Pq I APPROVED: STANDARD DETAILS: APPROVED: APPROVED: STANDARD DETAILS: <br /> Q 2 - 2004 RESIDENTIAL DRIVEWAY 9 — 201 1 10 CROSS GUTTER — 3 - 2022 STREET PATCHING STANDARDS <br /> 3 � ffi � <br /> '19 CITY PLATE No, CITY PLATE No, 1 CITY PLATE No, <br /> STR-19 STR-20 STR-25 <br /> PI 4NEERen ineerin <br /> 00-ENG-123074-SHEET-DYES-CITY <br /> CIVILENGINEERS LANDPLANNERS LANDSURVEYORS LANDSCAPE ARCHITECTS <br /> Revisions <br /> I hereby certify that this plan was prepared by /1,� Date NN 7� HARMONY FARMS <br /> (65I)68I-I9I4 Name Puou'L / I 1. 2024-02-05 City Comments LElV 1V Aim <br /> Men Enterprise Drive me or under my direct supervision and that I PRELIMINARY DETAILS 8.11 3 0 <br /> Mendota Heights,MN 55120 Fax: 681-9488 am a duly Licensed Professional Engineer Brian N.Molinaro Designed 16305 36TH AVE.NO., SUITE 600 OF <br /> www.pioneereng.com under the laws of the State of Minnesota Reg.No. 47504 Date Drawn PLYMOUTH,MINNESOTA 55446 RAMSEY,MINNESOTA <br /> ©2023 Pioneer Engineering,P.A. <br />