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HomeMy WebLinkAboutCON-101-6CURBING STANDARD VALVE BOX AND COVER IN SIDEWALK (t1HERE NO PAVED SIDEWALKS EXIST CURB STOPS AND VALVE BOXES TO BE INSTALLED IN STREET) I CORP. STOP L— CURB STOP... O TO BUILDING.- - SERVICE TYPE "K' ��CDPPER SERVI WATER MAIN TYPICAL COPPER SERVICE CONNECTION N.T.S. PROVIDE 5 CUBIC SELECTED 2' STON 6" ABOVE HYDRANT HYDRANT PENNANT (florescent orange) TERMINATE W -6" ABOVE GRADE. a n. 0 g SIZE OF MAIN (IN) tA CAST IRON VALVE 80X OR INDICATOR POST AS REQUIRED. CENTER OVER 22 1/2' BEND r a 10 VALVE SONNET AND KEEP PLUMB O 22 16 UNTIL SACKFlLLED. o INDICATOR POST AS PLACE MASONRY BLOCK FRAME UNDER o REQUIRED. CENTER OVER COMPACTED FILL. ' AC NOT "' •• `• F s REST O -(Q TYPICAL GATE VALVE INSTALLATION IN TRENCH TYPICAL FIRE HYDRANT CONNECTION N.T.S. TABLE OF BEARING AREAS IN SQUARE FEET AGAINST UNDISTURBED MATERIAL FOR WATER MAIN FITTINGS SIZE OF MAIN (IN) 45' BEND TEES & PLUGS 22 1/2' BEND E" & LESS a 10 6 10" & 12" 22 16 13 o CONCRETE BACKING FOR WATER PIPE APPROVED BY: DATE 4; 1 % - 00 2 -1/2" DIA. GALV. BOLT PER POST 6 "x to' 2 -.0" (MAX.) su� ROADWAY -�\ I ( L. TREATED 8 "x 8" POST 8'- 0" O.C. N.T.S. STANDARD VALVE BOX .:: TIE..._... ::: TIE .a... ■ .. " ®� ? =11_ FINISHED GRADE "NO COVER "j 0 CAST IRON VALVE BOX OR ' o INDICATOR POST AS (i a REQUIRED. CENTER OVER "' •• `• F s VALVE SONNET AND KEEP �• '. PLACE MASONRY BLOCK PLUMB UNTIL BACKALLED. .•` 0O FRAME UNDER ACCESS , ..`'• I PIPE ON COMPACTED FIU , in DO NOT REST ON VALVE. GATE VALVE - LOCATE '• ON CONTRACT PLAN . ..:1.. TIE. ROD DUCTILE IRON PIPE BRANCH '• BUILDING OR OTHER d''• ;•' ..., SERVICE. TEE SOCKET PIPE CLAMPS. PUSH ON JOINT) TIE ROD LENGTH TO BE ELEVATION DETERMINED IN FIELD TYPICAL SERVICE BRANCH CONNECTION r')nU1CO A DnLJ DDLn!'C I" CHAMFER (TYP.) POST 8t GUARD RAIL NOT TO SCALE f — 18 PLAN VIEW N. T. S. 177!1t e SOCKET PIPE CLAMP PUSH ON JONNTS DUCTILE IRON BRANCH (4' + 6" SIZE). ® GATE VALVE a TIE ROD TEE DUCTILE IRON. (LENGTH 70 BE DETERMINED W. THE FIELD) — MANN PIPE PLAN LEBARON LK 123 OR LF 248 -1 CATCH BASIN FRAME AND GRATE OR APPROVED EQUAL SET IN FULL MORTAR BED z- FINISHED GRADE OR PAVEMENT 12- RCP CATCH BASIN LEAD WITH MORTARED JOINT - NOTE: GREASE TRAP TO BE E.L. LEBARON FOUNDARY CO. L -204 BROOKLYN STANDARD OR EQUAL 2' -6• F FRAME TO GRADE BRICK AND MORTAR Compacted, well graded cover containing an even distribution of approximately 10% tines ranging from silt through sand :RUSHED STONE Woven geotexttie to gravel (96% min. standard Proctor), i /4" TO 1 1/2" (Amoco 2006 or equiv,) i6" AROUND ENTIRE Bridge rch I Min. 4 oz. non -woven filter fabric Pavement - Bridge 18" Irvin. ERIMETER 48 max. (not to cover cnanabers 12" INLET FROM CATCH BASIN Crushed stone 314" - t -112" 36" 18 feet CROSS SECTION INFILTRATION SYSTEM NOT TO SCALE END PLUG SHOULDER F+ B _ e -�- 1 WEARING COURSE A A 2 2 BINDER COURSE 30"CURVE. SELECTED 3n (ROTATE AS REQUIRED). MATERIAL. THOROUGHLY COMPACTED I Y - BRANCH o A� COMPACTED SCREENED N 12" GRAVEL BASE GRAVEL 4 "MIN. o Ifl 0- fill Uil =tAt- UNDISTURBED 5UBGRADE MATERIAL - SECTION B -8 PAVEMENT LIMITS GROUND SURFACE FOR BUILDING CONNECTIONS .o PROVIDE 2 "1 2" OAK MARKER DEPTH AS OIRECTED PROVIDE SCREEN GRAVEL TO 1 FT. ABOVE PIPE END SEWER 2 FT. BEYOND COLLECTOR I UNDISTURBED SCREENED GRAVEL MATERIAL CRADLE - SECTION A -A BUILDING SEWER CONNECTION NOT TO SCALE N on CAPE COD BERM NOT TO SCALE BIT. CONC. BERM s Maximizer Chamber (typ,) 1 1/2" wearing surface 2" binder course .:: TIE..._... ::: TIE .a... ■ .. " ®� ? =11_ ttti' �i I�Ill�flLil;�ltt�li(�1fL _ IIi�III� '.,fiLlt�%IilLllli_f,°I . IIIyj1UL °Ilt�111�.'- 0 FINISH GRADE Existing Subgrade Provide a minimum of 12 inches of gravel base in areas of new pavement. FULL DEPTH. PAVEMENT DETAIL NTS I DATE: REVISION: OWNER /APPLICANT: LOTS 67168 JAMES STREET BEVERLY AND RICHARD j (` IN - TR 10 INGALE STREET LEXINGTON, MASS. BURLINGTON, MA 01803 DEFINITIVE STREET CONSTRUCTION PLAN Of CONSTRUCTION DETAILS SCALE: AS SHOWN JUNE 190 1997 CIVIL FREDERICK W. RUSSELL, PE �— LE 154 ALDRICH ROAD WILMINGTON, MA 01887 SHEET 6 OF 6 CONSTRUCMION