Loading...
QUEENSBURY FOREST PHASE 3 4 OF 5 �N Top Course (IIII D.O:T. Type G) '4� Binder Course ( N.Y.S.D.O.T Type 3) 1; •`� \\ \• \ �� CARRY TO n w GROUrA , =CTION p—A SECTION B—B 50' R.O.W. r f ��+—" CURB BOX 2' 24' TRAVEL WAY 2' 11' .N � 1 Sub-base : Compacted � TOPSOIL III SEED ( N.Y.S.D.OT Type 4 - Item 304.05 ) Q� s (TYP.) SUBBASE - MIN. DEPTH I 3 1/2• ASPHALT '�" ! A B F _ TYPE 4 N.Y.S.D.O.T. BE COON CTE CONCRETE SL e 10'% I �-, '� / 1YVE' 4 - 70 BE COMPACTED c� g i—Sub-grade ; Cq1 BIN TWO EQUAL LIFTS NW. ALLOWABLE �-1/4/FT 1/4/Er Compacted CIfB6 STOP unuTr� LOCATION 8' (TIP. wCDJRFl!FR TOBtSEA1' 8 4 f ' SUBGRADE 90° UTILITY EASEMENT \ POUR .�GAIII LINaSNR?:^ 3 1/�A�HAI T-COMC@Ej): EARTH NO CATCH BASIN OR DROP INLET SHALL BE WITHIN BASE 2' OF COMPACTED TYPE 3 A.C. BINDER ASPHALT PAVING DETAIL - ROADWAY SECTION _ ANY DRIVEWAY CUT. CATCH B DROP BASINS AND D TOP: 1 1/2' OF COMPACTED TYPE 6 A.C. TOP iV/5, �f - IN SHALL MEET STANDARDS OF THE DROP PAVED WING TYPE SWALE {DLAIII PLAN —/// TYPICAL ALL NEW ROADS) HORIZON74-_ BENDS TEES MAIN COPPER TUBING �� CONCRETE Q' QUEEPJSBURY. ( 2-i0i � aT�4-1 a SO. K) BLOCK ROAD SECTION - GRANULAR SUBGRADE ! ` ,2 _ N . ,T. rHRusr Dtl( ARIA, FOR Scam None _iTEES. BENDS AM PLUGS COPPER SERVICE PIPE THAT BLOCK DETAILS � ^�FL&N' JOINT i$NOf� YDRANt p-H \� MECHANICAL JOINT wil BE CONNECTED YIITN.fl00S TO C F� HYDRANT MAW LIKE TEE. TOPSOILS SEED- 12 !TOPSOIL B SEED '. I n- VALVE BCt' . 2"ASPHALT CONCRETE BINDER COURM (N.Y.SIIDT TYPE 3) \ d`l �• A _ \ 't of PIPE l= /N' l=lll!`7 Wl_/lam rl s l�i� "'c[� �/TsFTi //�/',[/ 1"ASPrWLT CONCRETE TOPCOURSE (N.YSDD.T. TYPE 6' t')ItA �a tor.„°rY f} t :1 04e ; (vfe•+ t ' Arrtt Higr#tIel (RUC Luster Rtl(Rf;ly I- B"GRAVEL l RUN OF B4N1() r //7=,7- (/lJa r r�!� ll;;_(l(/�a �`N✓_!// /47 4,$ �i`e nab Owsw::�e ,f s - r r i 1 l,Tat� itt L,< ,ret Trt<a vil}t jp ( //i/ N —//1! lunr 4n fs.t ,L : rvTt eP IS,•,,ih :iTB SUB-GRADE OF. ROADWAY ,)a17t d 0 p� h OR TOPSOIL A= ` MECH JOINT TEE �- .tea+e�e5•. all I e , . .. °� L • , f, �E: r t .. .�f „ far, I [ - -to 4"CONIC. BRTCx / TYPICAL DRIVEWAY SECTION rsx w►t�.)t ILL. _. Ins- w rs. ttt pCt'/Y r,(ATFi ..•. ; � ' , ,.} *: G mil. 6"YLJ 647E VALVE pAith IIIAID, ^,:'-IISLik 1;-1 .11.T I'l dw )ei.ironrneutb((;0uevrvacion 141L 2-2" �t7 - uHpSiDRBF� EARTH ; II �° 6" DJ.P 6- Dipr �. le Pit U) ACCEPTABLE EXCAVATED �< <� _�F RE-MINER GLANDlrlft - It MATERIAL OR SUITABLE BACKFILL1RED d I !I VARIES I CONIC. - --j } GEOTEXTILE FABRIC THRUST BLOCK � 8'�# 2 CRUSHED STONE _ 12"x 12"x 6" CONC BLOCK POURED CONIC THRUST BLOCK � I CRUSHED STONE UNDISTURBED EARTH e' 4- 2-c" (N.Y5.D.0T. SIZE "3) Q TYPICAL HYDRANT illLLATION (� J� c'�u_ i' � T u S CAL c O O 5 " -� PERFORATED PIPE NOTE' O 4 12 I.HYDRANT BARREL DRAINS TO BE PLUl WHEN - NEENAH 11642 FRAME 8 SOLID COVER OR EQUAL -- GROUNDWATER IS ABOVE WrVANT EAR-_ O ® 2 SE AIR BASED ON RE.50 S 18 THRUIS A .7+YABLN BLOCKS l � 'mot" D.D. IZJ` 1 BEARING PRESSURE. SPECIAL THRUST 8 F�L.'T10M BLOCKS 1'- 01 5'- 4" � �- D" WILL REQUIRED IN SOFT SAL[),CLAY OR R£CENTIS PIPE PLACED FILL. O CO O O 7'- 4" HEAVY DUTY 21- 0" 0 FRAME 5 COVER - BEARING AREA IN SQUARE FEET 6' - 0" I.D. DRY WELL FOOTING N37 TO SCALE STORM -DRAIN TRENCH DETAIL PIPE TEES, Ell BENDS 454822-t/L' SIZE A[,T FG SCALE 8 HYDRANTS BENDS 4'a 6" 3 2 FRAME 8 GRAITE PATTERN - B" 3 2 NO. 4715 1 BY FORT MILLER OR EQUAL - 10° 4 2 263/4' 12p 5 3 - 20" 12 6 ` LIT/2 5'. NON-TRAFFIC 24' 16 8 4 OR 8' TRAFFIC 2�--0 I.D. t 24 MANHOLE COVER 1 , FPllSHED GRADE OR TOP OF PAVEMENT •_I I 30 REPLACE � FLAT JOT - FINISH GRADE IN ALL DISTURBED SURFACE To ORION CONDITION a TOP SECTIOIO N , 21-0° HEAVY DUTY FRAME $ GRATE 2r - EXTENSION TO Al FRAME 1. TE EXCAVATED TRENCH MATERIAL SHALL N.75. (3 O D 1V2' SQUARE _ + - —.E'•;,';T- B MIN , 24"InN: BE (A--P:JS'iFD AT THE SFD-.S OF THE (OPTIONAL) '„ AND USED FOR BACKrTLL UNLESS X 0. .J TRENCH �..,_-*1G-� Q DI TO BE UY THE 1 5' SQUARE •� EXCAVATION ENGLA.' 5AGKFNI c IA'D EBTRENCH SEE NOTE .'S IN TAPERED HOLES w Wig i P?E HAS BEEN LAID SHALL BE nj _ ® (126 HOLES PER 4' T Dc"VOID OF '`'uvcS LARGER THAN 3' FOR PRECAST REINFORCED CONCRETE ECCENTRIC ' Z A7 LEAST ONE FOOT ABC'u< THE TOP OF ® ® ® HIGH SECTION) - CONE SECTION OR BARREL SECTION MTHE P_3- UNSUITABLE EXCAVATED MATERIAL 4'- D ® ® GEOTEXTILE FABRIC v y s w As PEAT, MUCK ROM c SHALL I BE ,MOVED FROM THE SITE AND REPLACED i WTH III ACCEP7A3s TO THE C OvC2a-� _ JOINT SEAL WITH . SHIP LAP FLEXIBLE BUTYL ROPE 2. S!RA.P A.•D ANCHOR BLOCK INSTALLATION JOINT w�u>, � A-FR�:-� BY THE E? wCIN ER 1 ANC."O4A.GE D�fAtLS 1 ' FOP. VA_V`_S APE TfP,CAL FOR 4" TOPSOIL +3 SEED ® ® ® ® ® ® - O l ALL ..A Vd.':ES. hi ® ® ANNULAR RING Y 'i OF CRUSHED STONE 3. ALL EXCAVATION SHALL rntiPLI A( NY.SDDT SIZE 3) I r— L S MIN _ _ _ ® ® ® ..�_ i wsre An AIm ALL RDRRENT rr F`'-LED _ APPLZCAHT.e STANDARDS OF THE a ■ I D[ITYa STATES DEPARTMENT OF Z I �x'n' TYp .... TRH _-. - BE STEEL_ SAND CUSHION 12' 12' LABOR OCCDPAr1OHAL SAFETY 4'- O ® © SMOOTH I q'-0" I IN ROCK AND HEALTH ADMINISTRATION 5" 5" 2D. PROPOSED PIPE AND ANY OTHER STATE OR LOGS, r MIRAFI FILTER +` RIP RAP ® ® I 2%cr N,Y EE 7TTOMPRECASTSE ON WITH 114TEGRAL CONCRETE > '7-AZIOts TEAT llAx APPLY.FABRIC ® ® ® r/\��� � D'A P' �/ WATER TRENCH DETAIL ® ® �- SHIP LAP � ® ® / 7 ND.S. 5-13.9Z R III qS COM LEflEK- DA D L%5L / 9Z x OJOINT -2292 RUIVN/N Bag20® `� I O.Ba 01A.OFPIPE REIN.: BY: DATE: NOTE-- RIP RAP DITCH SECTION _N 4 E 0 n'Ll QUEENSr31I FOREST PHASE III CAD FILL NOT TO SCALE t =I =11=1 Awnl_ 0 'II=! r=' I- I, N. Sciarte)PI 'all RUSHED,STONE �S�D �aO S. do �T' DRAl4 SCALE -i To - - INSTALL FOOTING // N I11= (NYS007. SIZE03 MAC As Noted) � � 4 AS PER DETAIL = ,, Ir_ d " DETAILS ` oEC16R PROJECT 111 .,1 Morsee 6 t- Olt ® f. D. STORM--DRY-WELT= -111ayl= - X� Jn=_ r/ lr1J1ra11T Jl J,rJu 1 srlt NI= _ Il R.S. eJ/•/D/ l CRANING NO.: NOT TO SCALE ' Town of Qualerisbury-County Of Worrnn-Stote of New York TYPICAL PRECAST CONCRETE STORM MANHOLE Will ENCIIIIIIIN139VII10 Pa. I '�) ) NOT To Scale DALE Q + ( 9e L,O�MIS1 CM Al DATE PRWS@ j{(� ` J OIuwl MT.as" OF_y�^