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09_C800_DET1_Road-Layout1 0 0 XREFS: NONE PROJECT NUMBER: 04.9368 I w w 0 0 0 0 U rn I 0 BIO-RETENTION AREALi cc a z 4.5' 4.5' 4.5' SIGNAGE OTHER A C D REFLECTIVE NYSDOT ITEM NO. 403.178902 HOT MIX i THAN ACCESSIBLE 24 14 1 0 ALUMINUM SIGN SCHEDULE ASPHALT, TYPE 6 TOP COURSE 0 i (PED XING, STOP, ETC.) i SIGN MUTCD MIN COLORS MOUNTING NYSDOT ITEM NO. 403.138902 HOT MIX FACE NUMBER SIZE BCK GRND LEGEND ASPHALT, TYPE 3 BINDER COURSE -+. z TRACTOR✓I�'- NO NYSDOT ITEM NO. 304.12 BIORETENTION GALVANIZED o cin FEN/A 12"x18" WHITE RED 1 SUBBASE COURSE, TYPE 2 AREA PLANTINGS SHALL CONSIST OF SQUARE TUBE z o GALV. STEEL T�'°�� NOTE: 0 "U" SECTION TRUCKS ORNAMENTAL GRASSES/GROUNDCOVERS THE MIN. HEIGHT OF Z) 0 w POST 401sT AS FOLLOWS: THE BOTTOM OF THE m LU a o • ECHCALINAC A PURPUREAMAGROTIS DENSIS LOWEST SIGN SHALL 0 QY � m �3 � TO • " ~ ~ o 5`f 1 • PANICUM VIRGATUM SEE BREAK AWAY BE 7 -0 o LUw U ROUTE N/A 12"x18" WHITE BLACK • RUDBECKIA LACINIANTA TUBE POST (D 0� 254 0 o p �� • OR OTHER NATIVE NON-INVASIVE SLOPE TOP GROUND FINISHED Dun GROUND COVERS OF CONCRETE SURFACE GRADE STOP R1-1 24"x24" RED WHITE 2 .... EOTEXTILE, GEOTEX 200ST, OR Q 4,000 PSI P.C. �. � zoi1�-...........� - EQUIVALENT STRENGTH O CONCRETE BASE ROAD � _j -4 - 1/4 x8 x24 ! �.<:� - �� STEEL W J COMPACTED SUBGRADE CDLU PLATE �w i ii i (WELDED) 1'-6" WIDEX 12" DEEP RIVER _______ _ ii i ROCK DIAPHRAGM HEAVY-DUTY PAVEMENT ii 6" MIN. TOPSOIL DEPTH F_ U "BROWN" HARDWOOD w 1 (COURSE) WOOD CHIPS CD SINGLE POST IN CONCRETE 2 SIGN POST DRIVEN INTO EARTH PERMEABLE SOIL N.T.S. N.T.S. HEAVY-DUTY SECTION NYSDOT ITEM 208.010322 - BIORETENTION COURSE THICKNESS AND DRY SWALE SOIL TOP 1.5" WASHED PEA GRAVEL BINDER 3.5" 3 MIN. ABOVE & BELOW NOTES: UNDERDRAIN LATERAL NON-WOVEN GEOTEXTILE SEPARATION SUBBASE 9" NOTES: FABRIC; "GEOTEX" 801 OR EQUIVALENT 1. ALL SIGNS SHALL COMPLY WITH U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION'S "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES", LOCAL CODES AND AS 1. BIORETENTION AREA SHALL BE CONSTRUCTED IN STRICT CONFORMANCE WITH NYSDEC SPECIFIED. MOUNT SIGNS TO POST IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 5/16" GR. 5 O STORMWATER MANAGEMENT DESIGN MANUAL (MOST RECENT EDITION). FLANGED BOLT NOTE: 2. GALVANIZED SQUARE TUBE POST TUBES - 2"x2"x3/16" 14ga 5/16" GR. 5 1. ALL HOT MIX ASPHALT CONSTRUCTION AND MATERIALS SHALL CONFORM WITH THE SREQUIREMENTS OF THE NEW YORK STATE DEPARTMENT OF TRANSPORTATION STANDARD TORMWATER MANAGEMENT POST TUBE SHALL MEET ASTM A1011 GRADE 50. SERRATED SPECIFICATI8, AND ALL POST TUBE GALVANIZED AS PER ASTM A653 GRADE 90. FLANGED NUT O ADDENDA THOERETO NS RSPEECI ICALLYOSECTIONS 200N AND , 300 ,,ALSD400, AND REFEREATED MAY 1, NCED SECTIONS. 5 BIORETENTION AREA CROSS SECTION ANCHOR TUBE - 2-1/4"x2-1/4"x3/16" 14ga GROUND NONE HEAVY DUTY ANCHOR TUBE SHALL MEET ASTM A500 GRADE B. SURFACE STRUCTURAL TUBE AND STEEL SHALL BE HOT DIP GALVANIZED PER ASTM A123. HOT MIX ASPHALT PAVEMENT VECTION THE UPPER SIGN POST SHALL TELESCOPE INSIDE THE ANCHOR TUBE A MINIMUM OF 12". THE PLAN VIEW PARTIAL ELEVATION 3 : NONE ANCHOR TUBE SHALL BE A MINIMUM 27" DEEP WITH 3" MIN. 4" MAX. EXPOSED ABOVE FINISH GRADE. SQUARE TUBE BREAK AWAY POST N.T.S. 6'-0" MIN. EDGE OF PAVEMENT a 0 SIGN MOUNTING DETAIL & SIGN SCHEDULE FINISHED GRADE 1" N 1 NONE BELOW TOP OF CURB IN ALL LANDSCAPED AREAS a ESTABLISH GRASS ON 4" COURSE WING GUTTER, SEE PLANS FOR LOCATIONS o OF TOPSOIL (TYP.) 1' HOT MIX ASPHALT —12:,I� � z z 11 ww0 r LU � NOTES: SUBBASE COURSE > w EDGE OF PAVEMENT OF FACE OF CURB a 1. ALL PAVEMENT MARKINGS SHALL BE IN CONFORMANCE WITH SECTION 640 � - REFLECTORIZED PAVEMENT MARKING PAINTS, OF THE NYSDOT STANDARD LINES TO BE 18" STOP BAR SPECIFICATIONS FOR CONSTRUCTION AND MATERIALS, DATED MAY 1, PROOF ROLLED SUBGRADE, PAINTED "WHITE" 2008, AND ALL ADDENDA THERETO; AND WITH THE NATIONAL MANUAL OF OR SELECT GRANULAR FILL UNIFORM TRAFFIC CONTROL DEVICES", 2003 EDITION AND THE NYS SUPPLEMENT. V-0" (TYP.) (TRANSVERSE LINES) 2. WORDS AND ARROWS FOR DRIVEWAYS SHALL BE APPLIED ACCORDING TO ASPHALT WING CURB 0) 24" STOP SIGN REQUIREMENTS AS OUTLINED IN SECTION 3B OF THE MANUAL OF UNIFORM 4 NOTE: - TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS. �_ NONE fo wm 1. ALL PAVEMENT MARKINGS SHALL BE IN CONFORMANCE WITH SECTION 640 - � 0 w U 3. LETTERS AND BAR SHALL BE PAINTED REFLECTIVE "WHITE". REFLECTORIZED PAVEMENT MARKING PAINTS, OF THE NEW YORK STATE i > U_ DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR LU a 0 4. PER THE NYSDOT STANDARD SPECIFICATIONS, AT THE TIME OF PAINT CONSTRUCTION AND MATERIALS, DATED MAY 1, 2008, AND ALL ADDENDA � O v APPLICATION, THE PAVEMENT SURFACE AND AMBIENT TEMPERATURE SHALL THERETO; AND WITH THE "NATIONAL MANUAL OF UNIFORM TRAFFIC o - LU < NOT BE LESS THAN 50°F, THE RELATIVE HUMIDITY SHALL NOT EXCEED CONTROL DEVICES" - 2003 EDITION AND THE "NYS SUPPLEMENT" U CD 85%, AND THE PAVEMENT SURFACE SHALL BE DRY. TRAFFIC PAINT SHALL STO P rn� LU 0 NOT BE APPLIED DURING PERIODS OF RAIN OR IF RAIN IS IMMINENT. L WATERBORNE TRAFFIC PAINT SHALL NOT BE APPLIED IF RAIN IS EXPECTED WITHIN 4 HOURS AFTER APPLICATION. PAINT SHALL BE APPLIED IN STRICT CROSSWALK MARKING DETAIL Cm ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS FOR USE. 0 6 c : I,I NONE SEE PLAN 5. CONTRACTOR SHALL REPAINT ALL PAVEMENT MARKINGS AT HIS OWN 0 EXPENSE, WITHIN ONE YEAR OF THE INITIAL APPLICATION, IF DEEMED p, UNACCEPTABLE BY THE OWNER AND ENGINEER. 0 J W ID M EDWIN L. VOPELAK JR o DATE REVISIONS RECORD/DESCRIPTION DRAFTER CHECK APPR. UNAUTHORIZED ALTERATION OR P.E. 59238 ADDITION TO THIS DOCUMENT IS A o VIOLATION OF THE NEW YORK STATE SITE DETAILS _ STOP BAR DETAIL Q EDUCATION LAW. N Q 'ALE NONE OF NE © 2017 [� C.T. MALE ASSOCIATES AVIATION MALL CONNECTOR ROAD Y ~ VOp�l 4 DESIGNED: MAC PYRAMID MANAGEMENT GROUP, INC. Q DRAFTED : MAC TOWN OF QUEENSBURY WARREN COUNTY, NEW YORK a w © CHECKED : EFG C.T. MALE ASSOCIATES 05923% PROJ. NO : 04.9368 F � C Engineering,Surveying,Architecture & Landscape Architecture, D.P.C. �- o A��FESSIO�Py ® SCALE : AS SHOWN 50 CENTURY HILL DRIVE, LATHAM, NY 12110 n n SHEET 9 OF 11 0 DATE : MAY 15 2017 518.786.7400 * FAX 518.786.7299 DWG. NO: 17- Q 0305