Laserfiche WebLink
Breadcrumb Navigation:
CURBING <br />STANDARD VALVE BOX AND <br />COVER IN SIDEWALK (t1HERE <br />NO PAVED SIDEWALKS EXIST <br />CURB STOPS AND VALVE BOXES <br />TO BE INSTALLED IN STREET) <br />I CORP. STOP <br />L— CURB STOP... <br />O <br />TO BUILDING.- - <br />SERVICE <br />TYPE "K' ��CDPPER SERVI <br />WATER MAIN <br />TYPICAL COPPER SERVICE CONNECTION <br />N.T.S. <br />PROVIDE 5 CUBIC <br />SELECTED 2' STON <br />6" ABOVE HYDRANT <br />HYDRANT PENNANT (florescent orange) <br />TERMINATE W -6" ABOVE GRADE. <br />a <br />n. <br />0 <br />g <br />SIZE OF <br />MAIN (IN) <br />tA <br />CAST IRON VALVE 80X OR INDICATOR <br />POST AS REQUIRED. CENTER OVER <br />22 1/2' <br />BEND <br />r <br />a <br />10 <br />VALVE SONNET AND KEEP PLUMB <br />O <br />22 <br />16 <br />UNTIL SACKFlLLED. <br />o <br />INDICATOR POST AS <br />PLACE MASONRY BLOCK FRAME UNDER <br />o <br />REQUIRED. CENTER OVER <br />COMPACTED FILL. <br />' AC NOT <br />"' •• <br />`• <br />F s <br />REST O <br />-(Q <br />TYPICAL GATE VALVE <br />INSTALLATION IN TRENCH <br />TYPICAL FIRE <br />HYDRANT CONNECTION <br />N.T.S. <br />TABLE OF BEARING AREAS IN SQUARE FEET AGAINST <br />UNDISTURBED MATERIAL FOR WATER MAIN FITTINGS <br />SIZE OF <br />MAIN (IN) <br />45' <br />BEND <br />TEES & <br />PLUGS <br />22 1/2' <br />BEND <br />E" & LESS <br />a <br />10 <br />6 <br />10" & 12" <br />22 <br />16 <br />13 <br />o <br />CONCRETE BACKING FOR WATER PIPE <br />APPROVED BY: <br />DATE 4; 1 % - 00 <br />2 -1/2" DIA. GALV. <br />BOLT PER POST <br />6 "x to' <br />2 -.0" (MAX.) <br />su� <br />ROADWAY -�\ I <br />( <br />L. <br />TREATED 8 "x 8" POST <br />8'- 0" O.C. <br />N.T.S. <br />STANDARD VALVE BOX <br />.:: TIE..._... <br />::: TIE .a... ■ .. <br />" <br />®� ? =11_ <br />FINISHED GRADE <br />"NO COVER "j <br />0 <br />CAST IRON VALVE BOX OR <br />' <br />o <br />INDICATOR POST AS <br />(i a <br />REQUIRED. CENTER OVER <br />"' •• <br />`• <br />F s <br />VALVE SONNET AND KEEP <br />�• '. <br />PLACE MASONRY BLOCK <br />PLUMB UNTIL BACKALLED. <br />.•` <br />0O <br />FRAME UNDER ACCESS <br />, <br />..`'• <br />I <br />PIPE ON COMPACTED FIU , <br />in <br />DO NOT REST ON VALVE. <br />GATE VALVE - LOCATE <br />'• <br />ON CONTRACT PLAN <br />. <br />..:1.. <br />TIE. ROD <br />DUCTILE IRON PIPE BRANCH <br />'• <br />BUILDING OR OTHER <br />d''• ;•' <br />..., <br />SERVICE. <br />TEE <br />SOCKET PIPE CLAMPS. <br />PUSH ON JOINT) <br />TIE ROD LENGTH TO BE <br />ELEVATION <br />DETERMINED IN FIELD <br />TYPICAL <br />SERVICE <br />BRANCH CONNECTION <br />r')nU1CO A DnLJ DDLn!'C <br />I" CHAMFER (TYP.) <br />POST 8t GUARD RAIL <br />NOT TO SCALE <br />f — 18 <br />PLAN VIEW <br />N. T. S. <br />177!1t e <br />SOCKET PIPE CLAMP <br />PUSH ON JONNTS DUCTILE IRON BRANCH <br />(4' + 6" SIZE). <br />® GATE VALVE <br />a <br />TIE ROD <br />TEE DUCTILE IRON. (LENGTH 70 BE <br />DETERMINED W. THE FIELD) <br />— MANN PIPE <br />PLAN <br />LEBARON LK 123 OR LF 248 -1 <br />CATCH BASIN FRAME AND GRATE <br />OR APPROVED EQUAL SET IN FULL <br />MORTAR BED <br />z- FINISHED GRADE OR PAVEMENT <br />12- RCP CATCH <br />BASIN LEAD WITH <br />MORTARED JOINT - <br />NOTE: <br />GREASE TRAP TO <br />BE E.L. LEBARON <br />FOUNDARY CO. <br />L -204 BROOKLYN <br />STANDARD OR EQUAL <br />2' -6• <br />F FRAME TO GRADE <br />BRICK AND MORTAR <br />Compacted, well graded cover containing <br />an even distribution of approximately <br />10% tines ranging from silt through sand <br />:RUSHED STONE Woven geotexttie to gravel (96% min. standard Proctor), <br />i /4" TO 1 1/2" (Amoco 2006 or equiv,) <br />i6" AROUND ENTIRE Bridge rch <br />I Min. 4 oz. non -woven filter fabric Pavement - Bridge 18" Irvin. <br />ERIMETER 48 max. <br />(not to cover cnanabers <br />12" INLET FROM <br />CATCH BASIN <br />Crushed stone <br />314" - t -112" <br />36" <br />18 feet <br />CROSS SECTION <br />INFILTRATION SYSTEM <br />NOT TO SCALE <br />END PLUG <br />SHOULDER <br />F+ <br />B <br />_ e <br />-�- 1 WEARING COURSE <br />A A 2 2 BINDER COURSE <br />30"CURVE. SELECTED 3n <br />(ROTATE AS REQUIRED). MATERIAL. <br />THOROUGHLY <br />COMPACTED I <br />Y - BRANCH o A� <br />COMPACTED <br />SCREENED N 12" GRAVEL BASE <br />GRAVEL 4 "MIN. o Ifl <br />0- fill <br />Uil =tAt- <br />UNDISTURBED 5UBGRADE <br />MATERIAL - <br />SECTION B -8 <br />PAVEMENT LIMITS GROUND SURFACE <br />FOR BUILDING CONNECTIONS <br />.o <br />PROVIDE 2 "1 2" <br />OAK MARKER DEPTH <br />AS <br />OIRECTED <br />PROVIDE SCREEN GRAVEL <br />TO 1 FT. ABOVE PIPE END <br />SEWER 2 FT. BEYOND <br />COLLECTOR <br />I UNDISTURBED SCREENED GRAVEL <br />MATERIAL CRADLE - <br />SECTION A -A <br />BUILDING SEWER CONNECTION <br />NOT TO SCALE <br />N on <br />CAPE COD BERM <br />NOT TO SCALE <br />BIT. CONC. BERM <br />s <br />Maximizer <br />Chamber (typ,) <br />1 1/2" wearing surface <br />2" binder course <br />.:: TIE..._... <br />::: TIE .a... ■ .. <br />" <br />®� ? =11_ <br />ttti' �i I�Ill�flLil;�ltt�li(�1fL <br />_ IIi�III� '.,fiLlt�%IilLllli_f,°I <br />. IIIyj1UL °Ilt�111�.'- <br />0 <br />FINISH <br />GRADE Existing Subgrade <br />Provide a minimum of 12 inches of gravel base in <br />areas of new pavement. <br />FULL DEPTH. PAVEMENT DETAIL <br />NTS <br />I <br />DATE: REVISION: <br />OWNER /APPLICANT: LOTS 67168 JAMES STREET <br />BEVERLY AND RICHARD j (` IN - <br />TR <br />10 INGALE <br />STREET LEXINGTON, MASS. <br />BURLINGTON, MA 01803 <br />DEFINITIVE <br />STREET CONSTRUCTION PLAN <br />Of CONSTRUCTION DETAILS <br />SCALE: AS SHOWN JUNE 190 1997 <br />CIVIL <br />FREDERICK W. RUSSELL, PE <br />�— LE 154 ALDRICH ROAD <br />WILMINGTON, MA 01887 <br />SHEET 6 OF 6 <br />CONSTRUCMION <br />