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2' <br /> I' 10 <br /> 1.5"HMA TYPE SPWEB340B,12.5 mm,PG 58-28(2360) <br /> BITUMINOUS TACK COAT(2357) GEOTEXTILE FABRIC(3 733) •......_ <br /> 2.0"HMA TYPE SPNWB330B(2360) SECTION A-A <br /> 8"AGGREGATE BASE,CLASS V(2211) NOT TO SCALE <br /> GEOTEXTILE FABRIC,TYPE V,WOVEN(3733) <br /> SUBGRADE PREPARATION/SUITABLE BORROW*(2112)(INCIDENTAL) 4 B <br /> PLANT-MIXED ASPHALT CROSSING <br /> A A SECTION B-B <br /> L . <br /> TO SCALE <br /> D A. VA ES <br /> STREET/DRIVE <br /> COMPACTED BACKFILL 8"MIN.(APPROX.) <br /> AS SPECIFIED <br /> FLEXIBLE PIPE TRENCH NOTES: RADIUS AS <br /> 1. Granular Bedding and Encasement-Bedding and granular REQUIRED <br /> encasement materials used in the pipe zone area(6"below the <br /> 12"MIN 777r� <br /> pipe to 12"over the pipe)shall meet granular bedding 12"MINIMUM DEPTH <br /> :r• OVER PIPE requirements(3149.2F). f OF 3"TO 6" IL 4 <br /> 2. Backfill material shall be suitable borrow material from the n CRUSHED ROCK, B i <br /> tion,and shall be quality compacted with hand-machines. r' <br /> excavation, CLEAR OR WASHED, e' <br /> OVER GEOTEXTILE FABRIC PLAN <br /> `•• ti The maximum lift thickness shall be 6 inches. <br /> `ti:nrY: 3. All joints shall be soil-tight with appropriate sealing material(per rvorro SCALE <br /> c ry 4= manufacturer recommendation). RIPRAP AT PIPE OUTLETS <br /> GRANULAR BEDDING& <br /> ENCASEMENT MATERIAL 4"MIN.BEDDING,ASTM <br /> AS NECESSARY(INCIDENTAL) CLASS I,II,OR III AS REQUIRED <br /> MATERIAL(INCIDENTAL) <br /> 15'MIN. <br /> FLEXIBLE PIPE TRENCH <br /> ROCK CONSTRUCTION ENTRANCE <br /> STEEL STUDDED'T'POST <br /> F.--3' LEVEL (MIN.) PLASTIC'ZIP'TIES 5ft MINIMUM LENGTH POSTS <br /> STRAW OR WOOD FIBER 6"OR (50#TENSILE) AT 6ft MAXIMUM SPACING <br /> 9"DIAMETER ROLL ENCLOSED 4' OVERLAP LOCATED IN TOP 8" <br /> IN PLASTIC OR POLYESTER NETTING ANCHOR SLOT ALTER GEOTEXTILE FABRIC, <br /> 36"WIDTH <br /> DIRECTION OF <br /> RUNOFF FLOW <br /> t-- <br /> z <br /> W � <br /> 2"x 2"x 18"LONG WOODEN STAKES 1' SPACING ON STAPLES ? rna a <br /> AT 2'-0"SPACING. DRIVE THROUGH NOTE: <br /> NETTING AND FIBER ROLL. ANCHOR,OVERLAP&STAPLE to MACHINE SLICE <br /> DITCH INSTALL: ENSURE ENDS PER MANUFACTURER FOLD UNDER 6' N 'I' 81-12"DEPTH <br /> HIGHER THAN MIDDLE OVERFLOW SPECIFICATIONS (PLUS 6"FLAP) <br /> BIOROLL INSTALLATION EROSION CONTROL BLANKET INSTALLATION SILT FENCE - MACHINE SLICED <br /> I NEXEBT CEATFY THAT THIS RAN,SFECIFIUTION,A01.11 XT WAS PREPARED By BUHMAN PROPERTY IMPROVEMENTS SHEET <br /> mam OIIY REV. Ely DATE DESCRIPTION ON UXOFR MV DITECE SUPERVISION ATO THAT 1 AM A DULY LICENSED VXOFESSIOINL <br /> CIVIL METHODS INC. ENGINEER UNDEXTEUWS OF XE STATE OF MINNESOTA. <br /> aN.EN oMr 1560 TANGLEWOOD RD.,ORONO, MN 2 <br /> 1551 Livingston Avenue, Suite 104 so- %��' 08/14/2014 OF <br /> DAVID M. POGGI <br /> West St. Paul, MN 55118 763.210.5713 °� "® LEG 0, 44573 CONSTRUCTION DETAILS 3 <br />