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NYSDOT Details.C4.7 CURB REPLACEMENT DETAIL PLAN VIEW IIII SCALE FACILITIES PLANNING, DESIGN & ENGINEERING 4;• dt ssPP� . 200 WILMOT ROAD DEERFIELD, IL 60015-4616 � a NOTE: UNAU ;r JN CR ADDITION TO i-ii'; CURB I A LAC DOC�MFN A` ttt TACK Cttk SUB �O9 OI . L A bV �U�ATOfv < 1 9 DESIGNED BY: I.Y,S,D,O,T' ITEM 402.128 �1 - 12,5mrn F2 UP RFA E HMA � •, .. VARIES ., 30 SERIES COMPACTION TOP COURSE v RI S f .__._._ I { 3" TOP aOII! & SEED' 2"SINDER N.Y.S.D,O.T, ITEM 402.108.201 - 1 ,0mm FO SUPE PAVE HI A, " TOPS�tL � SEED ,�. 80 SERIE S C�?MPACTION RASE COURSE ©2005 CURB REPLACEMENT DETAIItr �� €, CLOIIG�� HARBOURASS®CIATES LLP R" BASE I' ,Y.S.D,O,T, ITEM 40178901 - 7.51�'m FO SUP RPA LIMA � s CRp SEIO VIEW 441 South Salina Street, Syracuse, NY 13202-4712 80 SERIES C MPACTION (PLACE IN O 4- COMPACTED LIFTS) 27 ORII�I�IAL fft Main: 315 471-39 N1,T SCALE ro_ { ) 20 - www.cloughharbour.com ' FOR: . " BASE N.Y.S.E}.O.T. ITEM 304.14 M A GRAVEL -TYPE 4 SUBBASE H®L PROPERTYGROIJP LLC (PLACE IN O 6 COMPACTED LIFTS ---------- ASPHALT T BE NEATLY S Il1` 3" TOP SOIL, AND SEED < t 4" COP-SRC i E SIDEWALK i �.r A B ICE 4 el IlOUN} S' V.C, E1tI5TTt i;R0E1t� -- T_" f77- r f r TOPSOIL SEED SUB Ty F - -- _ -. f FLA r GRAVE A 3 N .Y. S . D . O .T. SIDEWALK DETAIL AIL MATERIAL, TO BE R< PL C D IN-KIND � �( �% . j � C4. 7 N0 SCALE NOTE: CONCRETE THICKNESS MUST BE 6" Y � .ram. t r •� P �� f �." ! / 'r � .-''� f`�:r" � �%�w �,` SEE DETAIL " ti r d UNDERNEATH DRIVEWAY CROSSINGS DETAIL 11 At' APPROVED COM, PACTED SUBG E I PITCH TOWARDS ROADWAY - oii1 iv )MINOR COMMERCIAL DRIVEWAY PROJECTS (INCLUDING ADJACENT SHOULDER PAVEMENT AS REQUESTED 6 4,. BY THE ASSISTANT RESIDENT ENGINEER) T Ba ASPHAs T CONCRETE: 4 I 606.0 0_01 Asphalt Cu _leJ� T, L G" T Bicycle Paths; Comprised of: i;t Df J-Sr^u F9 Step, F14fi t t Superpave RASA. The nip design is ba3e F , c A _ .� _. J y million grodEce 4n accordance with Section Lti. r, I GRAVEL # SUBBASE: U'° Item 304.12, Subbase Corse, Type , ` .e � (Two 4., La.fz s, _. 2'I 1 Icfe o Plan: Taal Coat s r - i between all lifts of } L IDERDRAIN FILTER. &E NOTE i -�`` -` as- 4" C11IDERCRAIN: E NOTE 1) 2 N .Y. S . D . O .T. PAVING SECTION GIMVEL - ' KGtM T NYSDOT C4. 7 NO SCALE NOTES- _ VERSION DATE 2/12/04 LIN DERDRAIN IS DAMAGED,DURING C: TIEPLAEEJ;JE T IT MUST BE R 1 ACED IN=kIJ DRAWING N0. 2, WDERDRAIN FILTER, TYPE. it. (1A OR PEA STORE N .Y. S . D . 0 .T. CURB REPLACEMENT D ETA I L PERMIIT T ICAL PERMIT T ILA T u tp C DECEMBER 2007 I�1G1-iT LtiIVE �L�i)UI�C . PERMIT TYPICAL '4 SHOULDER �LQ��RE PERMIT TYPICAL '2 PERMIT TYPICAL *1 MULTILANE H I GH I+ AY RIGHT LANE CLOSURE - MULTILANE HIGHWAY SHOULDER CLOSURE WORK ADJACENT TO SHOULDER C4. 7 NO SCALE WORK ADJACENT TO SHOULDER i END NOTES: T - ROAD CORK 16 R3A?YfORK 1. WHEN THE MINIMUM LANE WIDTH CANNOT BE 1 I G20-2 (36x18) MAINTAINED DUE TO THE SHOULDER CLOSURE, USE THE DETAIL FOR FLAGGING G20 2 (36x18) Jo OPERATION. NOTES: W20-1 2. NO WORK ACTIVITY, EQUIPMENT OR MATERIALS I I SHALL OCCUPY THE BUFFER SPACE. THE LENGTH 1. SIGNS SHALL BE REMOVED OR COVERE.- WHEN WORKERS I I L` OF BUFFER SPACE DEPENDS ON THE SPEED LIMIT, ARE NOT PRESENT.. " NOTESs o 0 0 -.SEE TABLE BELOW. o 2. THE MINIMUM MOUNTING HEIGHT FOR ALL SIGNS SHALLI 1 n 1. NO WORK ACTIVITY, EQUIPMENT, OR MATERIALS SHALL I 3. WHEN A SHOULDER CLOSURE EXISTS FOR A I BE 5 FEET. OCCUPY THE BUFFER SPACE. THE LENv,TH OF BUFFER DISTANCE OF 1000 FT OR LONGER, THE SPACE DEPENDS ON THE SPEED LIMIT, SEE TABLE BELOW SHOULDER WORK SIGNS ARE TO BE 2. A MINIMUM TRAVEL LANE WIDTH OF 11 FEET SHALL BE SUPPLEMENTED WITH A W7-3a AUXILARY I MAINTAINED IN EACH DIRECTION. I SEE MILEAGE SIGN. ADDITIONAL SHOULDER NOTE I CLOSURE AND AUXILARY MILEAGE SIGNS 3. THE MINIMUM MOUNTING HFIGHT FOR ALL SIGNS STATING THE DISTANCE TO THE END OF THE SNaLL BE 5 FEET, I FT MIN. CONDITION, SHALL BE REPEATED JUST BEYOND A 4. DRUMS SHALL BE USED IN PLACE OF CONES FOR W7C INTERSECTION. O 3aPANELS, THE "SHOULDER WORK" SIGN CANI' OVERNIGHT APPLICATIONS, BE POSTED AT SPACING NOT EXCEEDING 1000 FT. T I I 4. FOR OVERNIGHT SHOULDER CLOSURES, THE ( W 1 03 02-09 NSD SITE PLAN REVISIONS WORKER SYMBOL SIGN SHALL BE REPLACED WITH - - A W20-1 (36X36) "ROAD WORK AHEAD" SIGN, AND W21-1a (36X36: = 2 04-15-09 NSD SITE PLAN REVISIONS W SPEED LIMIT SIGN SPACING {FTF SIGN LEGEND DRJMS SHALL BE USED IN PLACE OF CONES. I 3 07-15-09 AMF SITE PLAN REVISIONS W o Lt z ()dpH) A B C XX YY 47 N 30 100 100 100 AHEAD AHEAD I SPEED LIMIT SIGN SPACING (FT) SIGN LEGEND 4 i 09-15-09 AMF SITE PLAN REVISIONS 135 200 zao lac a1LEaD AHEAD (MPH) A B C XX YY AMF SITE PLAN REVISIONS 40 2DO 200 2CC AHEAD AHEAD 30 100 100 100 AHEAD 5 10-20-09 AHEAD 45-55 URBAN 350 350 350 1000 FT AHEAD 35 200 200 200 AHEAD AHEAD NO. DATE BY DESCRIPTION NOTE. I I 45-55 RURAL SOG S00 500 1500 FT 1000 FT 1 40 200 200 200 AHEAD AHEAD CONST 45-55 URBAN 350 350 350 1000 F AHE Excavation Support System Requirements �-' BUFFER AND'TAPERS 45-55 RURAL 500 500 500 1500 FT 1000 FT a - REVISIONS 1 SPEED DISTANCE (FT: W CERTIFICATION AND SEAL LIMIT BUFFER AND TAPERS'� o I (MPH) BJF-ER L L/3 SPEED _ �e _ •*• • ' • • 30 200 180 60 N LIMIT DISTANCE (FT) • - An excavations exceeding feet in delptll slid Teich have lie traffic.. a utility, or a 35 25v 245 62 (MPH) BUFFER L L/3 Y NE stic�e foundation located within a 1 on 1 slope measured froin the bottom conger° f I [ - FLASHING AR= , T� I 1 �,� �, 40 305 320 1,,, . 30 200 180 60 - the excavation shall utilize - sheeting ysteni which provides direct contact mid ,Support 4� 3oG 540 1Eo I i � Q 35 250 245 az ' 50 425 6G0 20C ? J W 40 305 320 107 of the excavation sides. The sheeflaig system shall accalrl iodate airy associated s>lrcha ae � �, 55 49` 1 660 1 220 45 360 540 180 I r loads- The sheeting system or: design shall be submitted to the NYSDOT's Regional LL � F_� 645 reo 50 425 600 20o a �, �, w LONGITUDINAL CoNF I 55 495 660 220 W W ec tee huical Engineer for review Irlcl al _ 65 645 780 260 ~ ''' S=EED LIMIT TA o • �� BxCgL9lOR �y SPEED LIMIT SIGN SPACINS (FT) T a W4-2R '36}36) MPH) SPA�1' ; a LONGITUDINAL CONE SPACING N -A- /V10 W21-5 t36x36) SPEED LIMIT TAPER LANE I (MPH) p g C A�� 08158 �y This excavation support Merl requirement does not pert to test �it «'111C11 are � �'. :• + ��Ft (MPH) SPACING CLOSURE N 35 __ 3o too 100 100 FESSI0 less 111 111I0teI` [Ne m 40 FT = 1 3C 30 FT 30 FT t W211 a (36X36) 35 200 200 200 NEXT SEE NOTE 3 35 35 FT 35 FT 40 200 2DO 200 �.i * �E I iz w_c el-3o (30x24: 45-55 URBAN 350 350 350 _ WALGREENS STORE No. 11335 �` �'" xaw LEGEND 0 FT 40 FT � Refer tJl�" Excavation r TteJ t1t711 S v' tL'ZTI flI €3t('Il.'t7cl,tTon �lllcll care 5 feet £3r le'.�``,�_' Ill - n I 45 55 RURAL 500 500 500 - >40 f 4 -- 1 urTd 111 " DOTS StandardSpecifications Sectl n 55� - SU: t)r alld m W20-5 (36X36) ? DIRECTION,OF - LE�Eti �+ I LEGEND PROPOSED WALGREENS del.. This 1 :'NE 0R t7THE= i >W21-1a (36x36( DIRECTION OF TRAVEL o W "LINEATING CE•' I I SEE NOTE 4 + DIRECTION OF TRAVEL NORTHWAY PLAZA _ Protection te`urs. I � �' � rO=K AREA A CONE CONE TOWN OF QUEENSBURY � - I � p � LASHING ARPOi { WORK AREA WARREN COUNTY, NEW YORK o i'><i rvEL --- -- WORK AREA I Cn t xx :T<t'f OF NEW YORK STATE CF NEW YCRK N.Y.S.D.O.a. DETAILS "i I 1 I r2O t r36X36� _, -WE►+1 I TRMSPORTe ;_� DEPARTMENT OF TRANS?CRTATION STATE OF NEW PORK — _ DEPARTMENT OF IRANSPORTATION 00 R4 N7T REGION : R4 WZTC P2 REGION 4 R4 WZTC PI REGION 4 CADD PLOT:i DRAWING NO. SCALE:AS NOTED c� i N .Y . S . D . O . T. VEHICULAR AND PEDESTRIAN MAINTENANCE ANDPROTECTION DRAWN BY: PLAN VOID PLOT NS® - -- DATE: 12/02/2008 7 NO _ ALE RELEASED TO --- i CONSTRUCTION REVIEWED BY: j - - ------ - - --- --- - - -- - - ____ JFT OF 28 DWGS.