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(3 <br /> C <br /> to <br /> N <br /> U <br /> O <br /> U) <br /> TABLE A Q <br /> C <br /> c6 <br /> E PANELS EDGE OF PAVEMENT BKV <br /> EDGE OF PAVEMENT TRUNCATED DOME /_6"THICK CONCRETE WALK TO Y <br /> \'`�P�- PLACE DOMES 3" PLACE DOMES 3" } �,J P <br /> FROM EDGE OF CONCRETE FROM EDGE OF CONCRETE <br /> ����°�G CATCH BASIN AT P.C.MOD CCD C ACC C � G� W W A1 <br /> e °o°o°oo°o°o° °oo°oo°o°o°o o°o°oo°o°o°o o°o°o000 oo°o°o00 v y <br /> 2:1h 0000000 0000000 0000000 0000000 0000000 <br /> I-) F_ /� I F_ I � A -71 /� N 1 C-` y 888 8 8 8 8 88 888800 0088808 y Architecture <br /> 1:5I C <br /> y y Interior Design <br /> W W W W W W W Landscape Architecture <br /> 10' y y y y v y y <br /> B618 CURB 3 TRANSITION SURMOUNTABLE y y y y Engineering <br /> PASSNIG & GUTTER CURB & GUTTER y <br /> SAWCUT,BIT., FULL DEPTH. <br /> U) % <br /> .y .y 10' BIT. TRAIL <br /> 222 North Second Street <br /> Long & Kees Bldg <br /> 0 2-4' PIECES OF #4 REBAR AT <br /> cn <br /> Q 9 9 ALL P.C.'S AND COLD JOINTS. <br /> 100 <br /> Suite 101 <br /> Minneapolis, MN <br /> '9 � 0 � 00 3" '° -3" 55401 <br /> 0W3 /4r <br /> 612.339.3752 <br /> Y 3 /8 99 50 8o <br /> INLINE CATCH BASIN <br /> 00888888 �oo880 88808 8088888 8888888 www.bkvgroup.com <br /> N o 4 5 0 0 8000000 0000000 0000000 0000000 0000000 2' 4' <br /> Q 8000000 OO°800o 0088 8 8880880 000°°°°8°°°°°° <br /> 10000000 SOLO oo°° ° °O°°°°° ° CONSULTANTS <br /> SURMOUNTABLE SURMOUNTABLE as a �° d ' <br /> No . 1 0 2 0 6 0 CURB & GU TRANSITION <br /> � CURB & GUTTER <br /> ° OWN <br /> N o c 4 0 10 5 :TRUNCATED DOMES 6"THICK CONCRETE WALK <br /> O 2'X2' PANEL <br /> 2-4' PIECES OF #4 REBAR AT <br /> o . 200 D 10 ALL P.C.'S AND COLD JOINTS. NOTE:SAWCUT BIT. FULL DEPTH / REMOVE BIT. <br /> NOTES: 10' 2 2. PLACE 6" THICK CONCRETE FOR TRUNCATED DOMES UP TO EDGE OF PAVEMENT. <br /> 1 . THE AGGREGATE BASE CONSTRUCTION WILL BE ACCEPTED FOR PAYMENT 3. MEDIUM BROOM FINISH ON CONCRETE <br /> 4. MAINTAIN 3 FROM EDGE OF TRUNCATED DOMES AND CONCRETE EDGE. <br /> IN ACCORDANCE WITH THE PROVISIONS IN TABLE A. 5. IT MAY BE NECESSARY TO TRIM TRUNCATED DOME PANELS. PROJECT TITLE <br /> 2. IF THE AGGREGATE BASE FAILS TO MEET THE REQUIREMENTS OF TABLE 6" /DOT B618 CONC. C & G �4' <br /> o A THE MATERIAL CAN BE CORRECTED IN PLACE OR REMOVED AND SURMOUNTABLE C & G <br /> REPLACED WITH MATERIAL THAT MEET THE REQUIREMENTS OF TABLE A. HAVILAND FIELDS <br /> C 3. IN THE EVENT THAT RECYCLED MATERIAL IS USE IT MUST MEET MNDOT <br /> ° REQUIREMENTS FOR RECYCLED BASE. 10' TRANSITION NOTE: NOT TO SCALE <br /> U <br /> C <br /> ' APPROVED: APPROVED: APPROVED: <br /> M❑DIFIED CLASS 5 CATCHBASIN PLACEMENT - FRUNCATED DOME PLACEMENT <br /> Q 2 - 2003 SPECIFICATI❑NS 4 - 2016Ci ty of SURMOUNTABLE CURB - 2015Ci ty of <br /> BITUMINOUS TRAIL NO CURB <br /> E 1 CITY PLATE No, 1 CITY PLATE No. 1 CITY PLATE No. <br /> E <br /> V STR-26 STR-27 STR-28 <br /> L0 ° <br /> U) <br /> N � <br /> I ry <br /> N m <br /> oN A <br /> rn � <br /> o U) <br /> M MATCH EXISTING DRIVEWAY RIGHT OF WAY-\ <br /> LL <br /> 1 L <br /> Q <br /> SLOPE AS REQUIRED <br /> _0 v 8' VARIABLE <br /> (n -0 EXISTING CONCRETE <br /> J_ CURB & GUTTER <br /> Q N <br /> cn <br /> ~ ° <br /> o Q PRIVATE STREET SECTION <br /> LU 2 <br /> LU .0 NOTES: <br /> U <br /> a) 1. BITUMINOUS SHALL BE SAWCUT Z <br /> ° AND REMOVED PROPOSED BIT. w <br /> I • MILL BIT. EXISTING <br /> 'IT W —3,0' MAXIMUM DRIVEWAY WIDTH 2O.0' I 3.0' -� PAVEMENT w : PAVEMENT BIT. <br /> U 2. CLASS 5 AND BITUMINOUS Q : 2'WIDE X 1.5" DEEP PAVEMENT <br /> L A COURSES SHALL BE <br /> o MECHANICALLY COMPACTED. m <br /> BOC BOC � • w <br /> W -0SECTION A-A 3. SEE CITY PLATE STR-26 FOR u : o <br /> c6 MODIFIED CLASS 5 3: : � <br /> SEE CITY PLATE STR-1 SPECIFICATIONS. ;0- tC 5' 24' 5' 6' CONCRETE VARIABLE FOR CURB AND GUTTER <br /> CERTIFICATION <br /> Q I CONCRETE PAVEMENT A7 <br /> N L <br /> N I 4'.� MPX 4' CLASS 5 MODIFIED BASE PLAN VIEW O <br /> U) 4.0% 4.0% <br /> 2 0% 2.0% SEE CITY PLATE STR-26 CONCRETE DRIVEWAY ENTRANCE <br /> W 00,�p <br /> (y) E 1 STEP 1: SAW CUT PAVEMENT FULL DEPTH <br /> >, O PLACED ON SURMOUNTABLE CONCRETE ( ) <br /> N L PREPARED SUBGRADE INSERT A I CURB AND GUTTER SEE MILL 2'WIDE X 1.5" DEEP <br /> CITY PLATE No. STR-1 REMOVE BIT. PAVEMENT <br /> E != MINIMUM 2' THICK SEE CITY PLATE STR-1 SAWCUT(FULL DEPTH) <br /> (6 \14\0 I CMATCH EXISTING) 4FOR CURB AND GUTTER <br /> s--�- -- -- --- REMOVE BIT PAVEMENT f f MILL BIT PAVEMENT EXISTING BIT PAVEMENT <br /> BITUMINOUS PAVEMENT <br /> ---------------------------------- <br /> 4' CLASS 5 MODIFIED BASE z SEE CITY PLATE STR-26 <br /> BITUMINOUS DRIVEWAY ENTRANCE GO <br /> EXISTING AGGREGATE BASE <br /> v C INSERT A: TYPICAL SECTION REFERENCE NOTES: NOTES: <br /> 1.5" TYPE SP 9.5 WEARING COURSE MIXTURE (SPWEA340C) QQ GRADE TO MATCH EXISTING SURFACE 1. PANEL WIDTH SHALL NOT EXCEED 10 FT. WITHOUT A CENTERLINE CONSTRUCTION JOINT. <br /> U 0- BITUMINOUS MATERIAL FOR TACK COAT MINIMUM 4" COMMON TOPSOIL BORROW IN <br /> BOULEVARDS. SEE CITY PLATE No. ERO-6 2. CONCRETE DRIVEWAY TO BE ONE COURSE CONCRETE PAVEMENT. (/SEE SPECIAL PROVISIONS STEP 2: PAVE BASE COURSE. <br /> 2" TYPE SP 12.5 NON WEARING COURSE MIXTURE (SPNWB330C) l <br /> 2-) CLASS 5 GRADATION IS MODIFIED 1.5"TYPE SP 9.5 WEARING COURSE MIXTURE(SPWEA340C) PAVE WEARING COURSE, INCLUDING MILL DRAWN BY <br /> U MIN. 4" MODIFIED CLASS 5 AGGREGATE BASEQ FOR CLASS OF CONCRETE.) <br /> N PLACED ON PREPARED SUBGRADE(3 PER CITY PLATE No. STR-26 AREA. <br /> 3. CONCRETE DRIVEWAYS TO BE 6" THICK. CHECKED BY <br /> J Q3 CONTRACTOR SHALL SCARIFY AND COMPACT, TACK COAT EXISTING BIT PAVEMENT4. Y2 EXPANSION JOINT, Y2 PREFORMED JOINT FILLER MATERIAL, AASHTO M 213 (REQUIRED COMMISSION NUMBER <br /> ACCORDING TO THE SPECIFIED DENSITY 1 ----'��7 1 <br /> p N METHOD, THE TOP 12 INCHES OF MATERIAL WHEN 2 CONCRETE AREAS ARE POURED SEPERATELY.) _ �_ 1_�_ _� �_ _ O <br /> PRIOR TO PLACING ANY FILL MATERIALS OR — — ,-------- ------ — -------- --- SHEET TITLE <br /> 70 a CLASS 5 AGGREGATE BASE. 5. BITUMINOUS DRIVEWAYS MINIMUM 2' THICK, MATCH EXISTING BITUMINOUS PAVEMENT TYPE SP 12.5 NON WEARING COURSE MIXTURE(SPNWB330C) z <br /> C) THICKNESS. 4" MODIFIED CLASS 5 AGGREGATE <br /> 0- o NOTE: NOT TO SCALE PLACED ON APPROVED SUBGRADE SECTION VIEW <br /> NOTE: NOT TO SCALE. >_ SITE DETAILS <br /> 0 -Z STANDARD DETAILS: <br /> c� APPROVED: CITY PLATE No. STANDARD DETAILS: APPROVED: APPROVED: CITY PLATE STANDARD <br /> RESIDENTIAL DRIVEWAY - No. DETAILS: Q <br /> L 3 - 2022 1 - 2016Ci N❑ SIDEWALK 3 - 2017 z <br /> 5 STR-29 PRIVATE STREET SECTION STR-31 STREET TIE-INty _ <br /> a, CITY PLATE No, <br /> LU 1AMSEY STR-30 2 SHEET NUMBER <br /> � <br /> C411 <br /> ° <br /> Y � <br /> © 2024 BKV Group <br />