Laserfiche WebLink
Ew <br />a CD <br />�a <br />Li <br />N � <br />P-2135.14 <br />NOZZLE <br />SECTION <br />OPERATING NUT - 1" PENTAGON <br />5'-0" <br />PROPERTY LINE <br />2 1/2" HOSE CONNECTION (THREAD <br />EDGE OF MAT OR <br />SIZE 3 1/16" O.D., 7 1/2" T.P.I.) <br />BACK OF CURB <br />STREET <br />BC <br />"HYDRAFINDER" <br />WITH NCE POST <br />COMPACTED <br />(FINE GRAINED MATERIAL) <br />SIZE 5 9/16" O.D., 4" T.I.P.) <br />I <br />PAINTED <br />00 <br />to <br />STAMP <br />00 <br />MINIMUM COVER AS REQUIRED IN Qo <br />'/"W" -CURB <br />SPECIFICATIONS OR AS SHOWN <br />i <br />\ <br />NUT CAP <br />ON PLANS. <br />j <br />TYPE WI TH <br />w <br />w <br />co <br />CHAINS <br />ARRANGEMENT <br />o <br />o <br />j <br />U <br />LWNOZZLE <br />TWO 2 1/2" NOZZLE <br />.�..� .� .... .� ,� .:.� ,� .� ,� .�..77\7777 <br />0 <br />U <br />j <br />PLUS PUMPER NOZZLE <br />VALVE WITH <br />WITH 1" PENTAGON <br />MECHANICAL JOINT <br />6"-12" <br />: <br />z CURB BOX z <br />N <br />OPERATING NUTS <br />TEE AND VALVE BOX <br />AND <br />STOP <br />C\4 <br />ROD EXTENSION 1 2'-6" <br />NOMINAL GROUND LINE <br />I <br />r-� <br />.5 Bc <br />GATE VALVE <br />SERVICE PIPE <br />NATURAL GROUND <br />6mm POLYETHYLENE ADAPTOR <br />Mq `\l NOTE: <br />OR EQUAL COVER <br />\//\�/ <br />1. 16" BREAKOFF SECTIONO <br />THE BOTTOM OF THE TRENCH SHALL BE SHAPED <br />2. LEFT HAND OPERATING NUT <br />TO FIT THE PIPE BARREL FOR AT LEAST 50% <br />°' <br />7 <br />(1 1/2" POINT TO FLAT) <br />/8 <br />CONCRETE BRICK WATERMAIN"�' <br />OF THE OUTSIDE DIAMETER. THE REMAINDER OF <br />3. PAINT BARREL SECTION <br />'° .'�.•.. <br />THE PIPE IS SURROUNDED TO A HEIGHT OF AT <br />1111118" <br />RED TO GRADE. <br />�.. <br />1' <br />COPPER "PIGTAIL" CRIMPED <br />LEAST 6" ABOVE ITS TOP BY SELECT FILL <br />8 <br />/ <br />MATERIALS, PLACED BY HAND TOOLS AND <br />STANDPIPE 4. DO NOT PLUG DRAIN HOLES. <br />75" - 1.5" <br />SPACES <br />CAND <br />WATERMAIN WITH DRAIN ROCK <br />PROVIDE ONE - 1.0' HORIZONTAL <br />UNDER ADJAUCENTETOLTHELPIPELL <br />12 1/4" <br />MECHANICAL JOINT TEE <br />LOOP IN SERVICE LINE <br />00 <br />FOR SIZE FIRE HYDRANT <br />BOTTOM 9 1/2" <br />LINE CONCRETE <br />AS REQUIRED BLOCK <br />00 <br />Ln <br />JOINT RESTRAINING COUPLING -TWO <br />1 <br />r <br />3/4" ALL THREAD RODS <br />NOTE: ALL COSTS OF EXCAVATION BELOW GRADE <br />AND PLACEMENT OF GRANULAR BEDDING <br />r- <br />SHALL BE INCLUDED IN THE BID PRICES <br />NOTE: <br />SERVICE PIPE <br />FOR PIPE ITEMS. <br />O <br />!! <br />ALL HYDRANT LEADS SHALL BE RESTRAINED FROM THE MAIN TO THE HYDRANT <br />WATER <br />5 1/4" <br />7 3/8" <br />THROUGH THE USE OF THREADED RODS OR MEGALUGS AS RESTRAINTS IN <br />7/8" ROUND HOLES <br />ACCORDANCE WITH THE STANDARD DETAIL PLATES. <br />PLAN <br />V) <br />NOTE: "HYDRAFINDER" <br />HYDRANT <br />LOCATING DEVICES REQUIRED - SEE SPECIFICATIONS. <br />REV: 3/2006 <br />REV: 3/2006 <br />REV: 3/2006 <br />REV: 3/2006 <br />11-14, <br />STANDARD <br />STANDARD <br />STANDARD <br />STANDARD <br />PLATE <br />PLATE <br />PLATE <br />PLATE <br />El <br />PACER HYDRANT DETAIL <br />No, <br />C*— <br />ti <br />HYDRANT RESTRAINT DETAIL <br />No, <br />c;tvlk <br />C*— <br />TYPICAL SERVICE DETAIL <br />c;tylk <br />CLASS C PIPE BEDDING <br />No. <br />k <br />k <br />34No03 <br />-i <br />River <br />3401 <br />River <br />3�2 <br />River <br />River <br />3405 <br />PAGE 1 OF 2 <br />GROUT BOTTOM TO SLOPE TOWARD <br />PIPE AS SHOWN BY ARROWS <br />NEENAH CASTING R-1733 ° <br />PROPERTY LINE <br />OR EQUAL. COVER SHALL ° <br />HAVE TWO CONCEALED ° <br />PICK HOLES. i <br />2" X 2" WOOD MARKER WITH <br />° <br />STEEL FENCE POST PAINTED GREEN <br />CONCRETE <br />ADJUSTING RINGS <br />"S" <br />CURB STAMP <br />MINIMUM 2 RINGS <br />4" OR 6" AS SPECIFIED <br />MAXIMUM 5 RINGS <br />TEE OR WYE AS SPECIFIED <br />SEWER MAIN <br />PLUG <br />o 27 ° 2" CONCRETE COLLAR <br />PROPERTY LINE <br />l <br />o <br />SECTION A—A <br />n a <br />a <br />2" X 2" WOOD MARKER WITH <br />0 <br />STEEL FENCE POST PAINTED GREEN <br />% SERVICE PIPE <br />45° BEND <br />ORIGINAL GROUND "S" CURB <br />STAMP <br />i <br />ECCENTRIC CONE <br />,, <br />1% MIN. SLOPE <br />� <br />� � � <br />Q� <br />° <br />45° BEND <br />THIS SECTION OF PIPE <br />1' BARREL SECTION BELOW CONE <br />PLUG <br />ON UNDISTURBED SOIL <br />STEPS AS PER WALLS TO BE CONSTRUCTED OF <br />4" OR 6" AS SPECIFIED <br />SPECIFICATIONS PRECAST SECTIONS WITH CX4 <br />I <br />45° BEND <br />° JOINTS <br />GRANULAR BEDDING <br />SEWER MAIN <br />(CONCRETE IF OVER 15' OF DEPTH) <br />45' BEND <br />w <br />Q °°° <br />1% MIN. SLOPE <br />TEE OR WYE AS SPECIFIED <br />5' <br />SEWER MAIN <br />d <br />A. A <br />VARIES <br />OTO <br />BE USED AS SERVICE CONNECTIONS ON DEEP LINES <br />1 MIN. FL W <br />a <br />d <br />INTEGRAL BASE REV: 3/2006 <br />REV: 3/2006 <br />REV: 3/2006 <br />STANDARD <br />l� <br />STANDARD <br />STANDARD <br />j <br />PLATE <br />j <br />PLATE <br />j <br />PLATE <br />iCitof� <br />STANDARD MANHOLE <br />No. <br />C, of <br />TYPICAL HOUSE SERVICE <br />No. <br />Etilk <br />SERVICE RISER SECTION <br />No. <br />River <br />4000 <br />River <br />4007 <br />River <br />4008 <br />1 <br />1 <br />DATE REVISION <br />I hereby certify that this plan, specification, or report was <br />prepared by me or under my direct supervision and that I <br />am a duly Licensed Professional Engineer under the laws4 <br />DESIGNED BY: <br />AMT <br />SHEET <br />DRAWN BY: <br />Mi <br />of the State of soca. <br />TrA�,- <br />RUM RIVER <br />EAGLES MARSH THIRD <br />ADDITION <br />WATER AND SANITARY SEWER DETAILS <br />OF <br />Y"T'k <br />MSS <br />LAND SURVEYORS & ENGINEERS <br />PO Box 1044 Telephone: (763) 389-4476 <br />Princeton, MN 55371 Fax (763)631-0376 <br />CITY <br />OF ELK RIVER, MINNESOTA <br />8 <br />SHEETS <br />Date 5-30-17 LIc. No, 51317 <br />CHECKED BY: <br />AMT <br />P-2135.14 <br />