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VARIES 6" T'(P. 16' VARIES the 2w0 MAX. SLOPE. 3:1 MIN. SLOPE 2.0% 4" TOPSOIL & SOD SUITABLE BACKFILL MATERIAL INSET A Lwow.' 111111 ','uuIJr 0412 CONCRETE CURB & GUTTER 1.5" 2360 TYPE SP WEARING COURSE 2357 BITUMINOUS TACK COAT 2" 2360 TYPE SP NON—WEARING COURSE 5" AGGREGATE BASE, CL 5 24" SELECT GRANULAR BORROW 24" APPROVED SUBGRADE INSET A TYPICAL SECTION (URBAN STREET) NOTES: 1.) TYPICAL STREET SECTION SHOWN. CONSTRUCT PER DIMENSIONS AND GRADES ON SHEETS C2.0 AND C3.0. 2.) CURB AND GUTTER ON CITY STREETS TO BE TYPICAL MNDOT B618 CURB AND GUTTER, PER DETAIL 3/C5. CITY STREET PAVEMENT SECTION DETAIL NOT TO SCALE NEENAH CASTING NO. R-3067 WITH TYPE DR, DL, OR TYPE V GRATE OR APPROVED EQUAL DIRECTION OF MAJOR FLOW (TYPE DL GRATE) NOTES: 1. EXPANSION MATERIAL TO BE PLACED IN SECOND JOINT BOTH SIDES OF CATCH BASIN. 2. RECESS CATCH BASINS 2" BELOW GUTTER GRADE LINE. VARIES 2" ADJUSTING RINGS (MIN. 2", MAX. 4") FULL BED OF MORTAR BETWEEN THE RINGS 6" CONCRETE COLLAR AROUND OUTSIDE OF RINGS 6" PRECAST REINFORCED CONCRETE CRETEX TYPE 477-1 INLET DRILLED OR PREFORMED HOLES REQUIRED FOR SUBDRAIN CONNECTIONS TO MINIMIZE STRUCTURE DAMAGE CATCH BASIN DETAIL NOT TO SCALE P:\Projects\Projects - 2014\12146115- Lino Lakes Fire Station\C. Design\Drawing Files\12146115 C6.dwg /8" SMOOTH BAR @ 2" O.C. EACH WAY 6"MAX -1 1 COMPACTED BACKFILL PROVIDE 3 CLIPS TO FASTEN TRASH GUARD TO F.E.S. HOT DIP GALVANIZE AFTER FABRICATION. FLARED END SECTION DETAIL NOT TO SCALE LOAD FACTOR 1.9 W COURSE FILTER AGGREGATE "OD" DENOTES OUTSIDE DIAMETER OF PIPE BARREL "W" DENOTES OD+12" MINIMUM CLASS B HAND SHAPED FROM ANGULAR BEDDING MATERIAL 3" GOOD QUALITY SANDY TOPSOIL AND SOD 16 �o PIPE BEDDING NOT TO SCALE 12" OVERLAP, MIN. COARSE FILTER AGGREGATE SOIL SEPARATION FABRIC (MIRAFI 170N, OR EQUAL) 1100 111=11=1 =-" 111=11111111=111 111-111-111x11; 111-111-11111 1 1=111=111 . 1 111111111" i11 111-111-111E111 1 -111-111-111_111 111E111=111=111 11111111-1111 III—III—III—I 4" PERFORATED PE DRAIN TILE PIPE WRAPPED IN FILTER FABRIC IIIA =1111 11=111111=111 1-111-111-111-1 111-111-111-111 1 1111 I 1111111 111111111-111 111-111-111-111-1 11-111-111-1 1-111 11111111111111 1— III -111H 1-1 I H I—I I III—III—I 1 I—III III—III—I I 18" MIN. EXISTING SUBGRADE SOIL DRAIN TILE DETAIL NOT TO SCALE MITERED DRAIN GRATE FOR INFORMATION SEE WEB SITE AT WWW.MITEREDDRAIN.COM (707) 620-0606 4' X 4' SCOURSTOP STABILIZATION MAT AT OUTLET MITERED END GRATE DETAIL NOT TO SCALE NOTES: 1.) HYDRANT SPECIFICATIONS PER CITY STANDARDS. 2.) ALL HYDRANT LEADS SHALL BE VALVED. 3.) ONE (1) 5' "HYDRAFINDER" WITH SPRING BASE HYDRANT FLAG PER HYDRANT IS REQUIRED. 4.) "MEGA LUG" THRUST RESTRAINT GLANDS ARE REQUIRED ON ALL HYDRANT LEAD JOINTS BACK TO THE WATERMAIN. 5.) HYDRANTS SHALL BE MARKED WITH APPROVED "OUT OF SERVICE" TAGS WHEN INSTALLED. 6.) EXTENSIONS INSTALLED GREATER THAN 12" SHALL REQUIRE A NEW SINGLE PIECE HEAVY DUTY VALVE ROD ASSEMBLY. 7.) WHEN INSTALLING A VALVE ROD EXTENSION, THE NON -BREAKABLE COUPLING SLEEVES GO ON THE BOTTOM AND THE BREAKABLE SLEEVES GO ON THE TOP OF THE EXTENSION ROD. VERIFY "TOP AND BOTTOM" OF BREAKOFF SECTION. d 3'-5' FROM TEE NOT IN WHEEL TRACK ' m MAIN /\/\/\/\/\/\i SCREW TYPE l (,„!_ /\/\/\ . /\% / GROUND LINE GROOVE VARIABLE ;] C "MEGA LUG" 1 CUBIC YARD WASHED DRAIN ROCK COVER WITH 4 MIL POLYETHYLENE. I IYDRANT FLAG TO BE INSTALLED ON THE NOZZLE SECTION BACKFILL TO BE TAMPED Cr) M "MEGA LUG" 8" CONCRETE BLOCK O 4 \\ • \moi\ �i\, UNDISTURBED SOIL HYDRANT & GATE VALVE INSTALLATION DETAIL NOT TO SCALE w Ow LU C7 > z O I= O 0 >- D w CCOz D z O 00 J LUL 0 O O 0 ct O O m REVISIONS: 0 0 C) a) 0 U) 0> w Qcc I— E 0 Lu - Z 0 w 2 O Z d d Q ZL< H Z m =Z Z 01- W Z Q d Q Z HWZZ00 >ainU)¢ U ()-w. c¢wOrn wfw CC I— mO-F— co 0 WUJWZ� 0 Q O 0 - O 5 J J G. Meyer, P.E. N CS) LC) 0 z O uJ rn L1.1 1- LU 0 COMM: 12146115 01/19/15 Addendum No. 2 O N Watershed Submittal LO C') C1) Watershed Comments N Watershed Revs Watershed Revs 10 C co w 10 N) ) 0) 10 LO4 N 10 10 SUITE 504 APPLE VALLEY, MN Lino Lakes 1710 Birch Street Lino Lakes, Minnesota Details c3 z 5 Zx (0)- F F O