Loading...
24 inch Main Relocation_Page_09 -6 fo 0 XREFS: NONE PROJECT NUMBER: 04.9368 °C I H w 0 I 0 BIORETENTION BIO-RETENTION AREA U AREA PLANTINGS SHALL CONSIST OF of ORNAMENTAL GRASSES/GROUNDCOVERS ^�\ AS FOLLOWS: VARIES • CALAMAGROTIS CANADENSIS OUTLET CONTROL z • ECHINACEA PURPUREA STRUCTURE (OS1) LU LL �, • PANICUM VIRGATUM 2'-6"x2'-6" SQ CB SIGNAGE OTHER A C D R1-1 KNOCK OUT �__ Q U REFLECTIVE RUDBECKIA LACINIANTA ( ) o -- THAN ACCESSIBLE 24111411 1 ALUMINUM SIGN SCHEDULE ASPHALT, TYPE 6 TOP COURSE HOT MIX 0 • OR OTHER NATIVE NON-INVASIVE 18 SQUARE (PED XING, STOP, ETC.) GROUND COVERS 33.3% FRAME&GRATE I SIGN MUTCD MIN COLORS MOUNTING NYSDOT ITEM NO. 403.138902 HOT MIX 33.3% RIM: 447.50 FACE NUMBER SIZE BCK GRND LEGEND ASPHALT, TYPE 3 BINDER COURSE -y 24" z MIN. N� NYSDOT ITEM NO. 304.12 - - w O 1'-6" WIDEX 12" DEEP RIVER -_-_-- _.................................... _ - GALVANIZED O TRACTOR N/A 12"x18" WHITE RED SUBBASE COURSE, TYPE 2 ROCK DIAPHRAGM - - _ - - - - - _ -- SQUARE TUBE o GALV. STEEL 1TfA1.6� O �NOTE: "U" SECTION TRLKXS 6" MIN. TOPSOIL DEPTH L '� '-' o ' �. �. �- 12" OUTLET PIPE THE MIN. HEIGHT OF w a0 z POST "BROWN" HARDWOOD THE BOTTOM OF THE LU J �3„� (COURSE) WOOD CHIPS LOWEST SIGN SHALL ,� WET o:.. . O PERMEABLE SOIL SEE BREAK AWAY BE 7 -0 o w w v ROUSE N/A 12"x18" WHITE BLACK NYSDOT ITEM 208.010322 - TUBE POST 0 wCe O �� BIORETENTION �o AND DRY SWALE SOIL iP71 SLOPE TOP GROUND FINISHED OF CONCRETE SURFACE GRADE STOP R1-1 24"x24" RED WHITE 2 WASHED PEA GRAVEL MO-W} _ Tm'.ECITEXTILE, GEOTEX 200ST, OR 3" MIN. ABOVE & BELOW UNDERDRAIN LATERAL NON-WOVEN GEOTEXTILE SEPARATION a 4,000 PSI P.C. ;.;., ROAD I - 1/4"x8"x24" EQUIVALENT STRENGTH FABRIC; "GEOTEX" 801 OR EQUIVALENT p CONCRETE BASE II LJ � ���.r�°': z 'T �I STEEL NOTES: w w I I COMPACTED SUBGRADE { I IIII' I PLATE w i ii i (WELDED) 1. BIORETENTION AREA SHALL BE CONSTRUCTED IN STRICT CONFORMANCE WITH NYSDEC STORMWATER MANAGEMENT DESIGN MANUAL (MOST RECENT EDITION). LJL-J HEAVY-DUTY PAVEMENT I I I I U 1310 #1 & OSI 1 SINGLE POST IN CONCRETE 2 SIGN POST DRIVEN INTO EARTH N.T.S. HEAVY-DUTY SECTION A BIORETENTION AREA CROSS SECTION N.T.S. 5 SCALE: NONE COURSE THICKNESS TOP 1.5" NOTES: BINDER 3.5" BIORETENTION BIO-RETENTION AREA SUBBASE 9" AREA PLANTINGS SHALL CONSIST OF 1. ALL SIGNS SHALL COMPLY WITH U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAY ORNAMENTAL GRASSES/GROUNDCOVERS VARIES ADMINISTRATION'S "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES% LOCAL CODES AND AS V AS FOLLOWS: SPECIFIED. MOUNT SIGNS TO POST IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 5/16" GR. 5 O • CALAMAGROTIS CANADENSIS OUTLET CONTROL FLANGED BOLT NOTE: • ECHINACEA PURPUREA STRUCTURE (OS2) 2. GALVANIZED SQUARE TUBE • PANICUM VIRGATUM 2'-6"x2'-6" SQ CB POST TUBES - 2"x2"x3/16" 14ga 5/16" GR. 5 � 1. ALL HOT MIX ASPHALT CONSTRUCTION AND MATERIALS SHALL CONFORM WITH THE • RUDBECKIA LACINIANTA (KNOCK OUT) POST TUBE SHALL MEET ASTM A1011 GRADE 50. SERRATED REQUIREMENTS OF THE NEW YORK STATE DEPARTMENT OF TRANSPORTATION STANDARD • OR OTHER NATIVE NON-INVASIVE 18" SQUARE POST TUBE GALVANIZED AS PER ASTM A653 GRADE 90. FLANGED NUT SPECIFICATIONS FOR CONSTRUCTION AND MATERIALS, DATED MAY 1, 2008, AND ALL GROUND COVERS 33.3% FRAME&GRATE O ADDENDA THERETO; SPECIFICALLY SECTIONS 200, 300, 400, AND REFERENCED SECTIONS. 33.3% RIM: 433.25 ANCHOR TUBE - 2-1/411x2-1/4"0/16" 14ga GROUND - 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 SECTION 1'-6" WIDEX 12" DEEP RIVER =--____ ______-_____________________ - THE UPPER SIGN POST SHALL TELESCOPE INSIDE THE ANCHOR TUBE A MINIMUM OF 12". THE PLAN VIEW PARTIAL ELEVATION 3 SCALE: NONE ROCK DIAPHRAGM - - - - - - - - -- '- -' 6" MIN. TOPSOIL DEPTH ANCHOR TUBE SHALL BE A MINIMUM 27" DEEP WITH 3" MIN. 4" MAX. EXPOSED ABOVE FINISH "'';':'' • ' �' GRADE. SQUARE TUBE BREAK AWAY POST "BROWN" HARDWOOD ..: - 12" OUTLET PIPE (COURSE) WOOD CHIPS = 'o. INV. OUT: 427.22 N.T.S. _'' 6'-0" MIN. PERMEABLE SOIL EDGE OF PAVEMENT NYSDOT ITEM 208.010322 - BIORETENTION �o AND DRY SWALE SOIL o WASHED PEA GRAVEL SIGN MOUNTING DETAIL & SIGN SCHEDULE N 3" MIN. ABOVE & BELOW 1 UNDERDRAIN LATERAL NON-WOVEN GEOTEXTILE SEPARATION SCALE: NONE ,1 FABRIC; "GEOTEX" 801 OR EQUIVALENT a NOTES: 1. BIORETENTION AREA SHALL BE CONSTRUCTED IN STRICT CONFORMANCE WITH NYSDEC o STORMWATER MANAGEMENT DESIGN MANUAL (MOST RECENT EDITION). 1310 #2 & OS2 e BIORETENTION AREA CROSS SECTION 5 SCALE: NONE EDGE OF PAVEMENT OF FACE OF CURB NOTES: 1. ALL PAVEMENT MARKINGS SHALL BE IN CONFORMANCE WITH SECTION 640 FINISHED GRADE 1" - REFLECTORIZED PAVEMENT MARKING PAINTS, OF THE NYSDOT STANDARD LINES TO BE BELOW TOP OF CURB IN 18" STOP BAR SPECIFICATIONS FOR CONSTRUCTION AND MATERIALS, DATED MAY 1, PAINTED "WHITE" ALL LANDSCAPED AREAS 2008, AND ALL ADDENDA THERETO; AND WITH THE NATIONAL MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES", 2003 EDITION AND THE NYS ESTABLISH GRASS SUPPLEMENT. V-0" (TYP.) (TRANSVERSE LINES) ON 4" COURSE WING GUTTER, SEE PLANS FOR LOCATIONS 2. WORDS AND ARROWS FOR DRIVEWAYS SHALL BE APPLIED ACCORDING TO OF TOPSOIL (TYP.) 1' rn 24" U_ /STOP SIGN REQUIREMENTS AS OUTLINED IN SECTION 3B OF THE MANUAL OF UNIFORM NOTE: HOT MIX ASPHALT iv TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS. 0e 1. ALL PAVEMENT MARKINGS SHALL BE IN CONFORMANCE WITH SECTION 640 - 0 U 3. LETTERS AND BAR SHALL BE PAINTED REFLECTIVE "WHITE". REFLECTORIZED PAVEMENT MARKING PAINTS, OF THE NEW YORK STATE - CO H z °CI j w DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR 12 11 w O w a O 4. PER THE NYSDOT STANDARD SPECIFICATIONS, AT THE TIME OF PAINT CONSTRUCTION AND MATERIALS, DATED MAY 1, 2008, AND ALL ADDENDA �� w H �I w U APPLICATION, THE PAVEMENT SURFACE AND AMBIENT TEMPERATURE SHALL THERETO; AND WITH THE "NATIONAL MANUAL OF UNIFORM TRAFFIC SUBBASE COURSE � > w 0o iv NOT BE LESS THAN 50°F, THE RELATIVE HUMIDITY SHALL NOT EXCEED CONTROL DEVICES" - 2003 EDITION AND THE "NYS SUPPLEMENT" , a U00 C7 85%, AND THE PAVEMENT SURFACE SHALL BE DRY. TRAFFIC PAINT SHALL ---�.\ .�\ of ww NOT BE APPLIED DURING PERIODS OF RAIN OR IF RAIN IS IMMINENT. WATERBORNE TRAFFIC PAINT SHALL NOT BE APPLIED IF RAIN IS EXPECTED aPROOF ROLLED SUBGRADE WITHIN 4 HOURS AFTER APPLICATION. PAINT SHALL BE APPLIED IN STRICT CROSSWALK MARKING DETAIL OR SELECT GRANULAR FILL c I T P ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS FOR USE. 0 4 SCALE: NONE SEE PLAN 5. CONTRACTOR SHALL REPAINT ALL PAVEMENT MARKINGS AT HIS OWN ASPHALT WING CURB 0 EXPENSE, WITHIN ONE YEAR OF THE INITIAL APPLICATION, IF DEEMED 6 o, UNACCEPTABLE BY THE OWNER AND ENGINEER. SCALE: NONE c / 0 J 00 l0 M EDWIN L. VOPELAK JR 0 DATE REVISIONS RECORD/DESCRIPTION DRAFTER CHECK APPR. UNAUTHORIZED ALTERATION OR P.E. 59238 ADDITION TO THIS DOCUMENT IS A STOP BAR DETAIL PER TOWN COMMENTS DATED 7/13/17 MAC TJH ELV VIOLATIONEDUCATION LAW OF THE NEW RK STATE SITE DETAILS 2 9/27/17 In SCALE: NONE 0 Q 2017 �w N� y Q C.T. MALE ASSOCIATES AVIATION MALL CONNECTOR ROAD �+ V 4P O DESIGNED: MAC PYRAMID MANAGEMENT GROUP, INC. aAl DRAFTED : MAC TOWN OF QUEENSBURY WARREN COUNTY, NEW YORK w O © ICHECKED : EFG�, C.T. MALE ASSOCIATES U_ OS923Q, Q PRO]. NO : 04.9368 Engineering,Surveying,Architecture & Landscape Architecture, D.P.C. 800 o �O S$1U �y ® SCALE : AS SHOWN 50 CENTURY HILL DRIVE, LATHAM, NY 12110 SHEET 9 OF 11 90 DATE : MAY 15, 2017 518.786.7400 * FAx 518.786.7299 d. DWG. NO: 17-0305