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HomeMy WebLinkAboutCALZADILLA.5.2020.0909 (5) 9.11.20TREE PROTECTION NTS 4" X V4" WOOD OR METALSTSNOW FENCE TO FACEOUT ON ALL SIDES ODE TREE PROTECTION SHALL BE PROVIDED FOR SPECIMEN TREES DESIGNATED TO BE SAVED, WITHIN THE DESIGNATED TREE PROTECTION AREA OR AS DIRECTED. IV V I G: THIS DIMENSION EQUALS THE DRIPLINE OF THE TREE OR 10 FEET FROM THE TRUNK WHICHEVER DISTANCE IS GREATER WHEEL STOP BLOCK NTS �2 #3 REBAR 3/4" HOLE 3/4" HOLE 21/2 3" 6 0 (O M Concrete: 3500 P.S.I. at 28 days Weight: 38lbs per linear foot 5/8" x 12" steel pins to fasten to pavement RAMP DETAIL NTS DOOR 5' 6' MEET EXIST 12 GROUND CONCRETE LANDING --' -- __ CONCRETE RAMP -"'-- SEE ARCHITECTURAL PLANS FOR LAYOUT DRAIN INLET DETAIL N.T.S. DRAIN INLET FRAME AND GRATE #R-3203-C NEENAH OR EQUAL 35" 0 0 0 0 0 0 0 0 0 N OOO M O O O O O O O O O O O O 20" PLAN FRAME AND GRATE ELEVATION CAST CONCRETE UCTURE 6" CRUSHED STONE OR GRAVEL BEDDING COPYRIGHT ©2019 HOLT ENGINEERING & CONSULTING, P.A. ALL RIGHTS RESERVED, UNAUTHORIZED DUPLICATION IS A VIOLATION OF APPLICABLE LAWS TYPICAL PAVEMENT DETAILS NTS 1" FDOT ASPHALTIC CONCRETE PRIME COAT SEALANT (SUPERPAVE) TO BE APPLIED ON TOP 4" LIMEROCK STABILIZED BASE COURSE BASE COURSE 1 8" 1 6" I AASHTO T-180 PROCTOR VALUE 6" STABILIZED SUBGRADE NOTE: 1. CONCRETE PAVEMENT, AT A MINIMUM, MUST BE CONSTRUCTED OF FDOT APPROVED CLASS II CONCRETE. SUBGRADE MATERIAL SHALL BE A MINIMUM THICKNESS OF SIX INCHES WITH A MINIMUM LIMEROCK BEARING RATIO OF 40 CR 75 PSI FBV. 2. CONCRETE SHALL BE REINFORCED WITH FIBER MESH ADDITIVE OR WITH 6X6 #10/#10 W.W.M. 3. STABILIZED SUBGRADE BASE COURSE TO BE COMPACTED TO A FBV OF 75psi. SIDEWALK CURB RAMP TYPE "C" NTS CON `7 CRETE SIDEWALK DRIVEWAY I SLOPE 1112 MA .4t . . . . . . . . I ..I _, „ I I -I rl I I-1 11- APPROVED COMPACTED SUBGRADE CLASS A CONCRETE 4" AGGREGATE BASE 6"X6" W2.9X2.9WWF - NOTE: SECTION A -A ALL PEDESTRIAN RAMPS MUST MEET CURRENT ADA STANDARDS. REFERENCE NYSDOT #608.0105NN15 NTS CONCRETE TO BE SCORED WITH EDGING TOOL TO SIMULATE CURBING. ��►{ _ 5/8" MAX 1/2" R SILT FENCE NTS WOVEN WIRE FENCE (14-1/2 GA) 6" MESH SPACIN( II< CE POST WOVEN WIRE FENCE 14-1/2" qa WITH FILTER CLOTH OVER 20" MIN. FLU Ei GF CII =10 ( I f17LJ 16" MIN. 6" (MIN) INTO GROUND v J SECTION CONSTRUCTION NOTES FOR FABRICATED FENCE 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR STAPLES. 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED AT 24" ON CENTER. 3. WHEN TWO SECTION OF FILTER CLOTH ADJOIN EACH OTHER, THEY SHALL BE OVERLAPPED BY SIX INCHES AND FOLDED UNDER ONE ANOTHER. 4. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REPLACED WHEN "BULGES" DEVELOP IN FENCE. " MIN. FENCE POSTS, ZIVEN 16" INTO GROUND z N PERSPECTIVE VIEW �• '• ■..■ InIL•.�•■ ■...w.I.000 on ■.onamonnino..■.I.■\.\■000 Ion U. • ... ■..I.....■ • ■.60...I.....■ ■.....I.....■ ■.....I�■\..■ nanno.0 ilNii • • • POSTS SECTION B SECTION A TOP VIEW i r CURB 'STANDARD SPACE WIDE STRIPE WHEEL STOP BLOCK 6" WIDE S' DRIVEWAY I SLOPE 1112 MA .4t . . . . . . . . I ..I _, „ I I -I rl I I-1 11- APPROVED COMPACTED SUBGRADE CLASS A CONCRETE 4" AGGREGATE BASE 6"X6" W2.9X2.9WWF - NOTE: SECTION A -A ALL PEDESTRIAN RAMPS MUST MEET CURRENT ADA STANDARDS. REFERENCE NYSDOT #608.0105NN15 NTS CONCRETE TO BE SCORED WITH EDGING TOOL TO SIMULATE CURBING. ��►{ _ 5/8" MAX 1/2" R SILT FENCE NTS WOVEN WIRE FENCE (14-1/2 GA) 6" MESH SPACIN( II< CE POST WOVEN WIRE FENCE 14-1/2" qa WITH FILTER CLOTH OVER 20" MIN. FLU Ei GF CII =10 ( I f17LJ 16" MIN. 6" (MIN) INTO GROUND v J SECTION CONSTRUCTION NOTES FOR FABRICATED FENCE 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR STAPLES. 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED AT 24" ON CENTER. 3. WHEN TWO SECTION OF FILTER CLOTH ADJOIN EACH OTHER, THEY SHALL BE OVERLAPPED BY SIX INCHES AND FOLDED UNDER ONE ANOTHER. 4. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REPLACED WHEN "BULGES" DEVELOP IN FENCE. " MIN. FENCE POSTS, ZIVEN 16" INTO GROUND z N PERSPECTIVE VIEW �• '• ■..■ InIL•.�•■ ■...w.I.000 on ■.onamonnino..■.I.■\.\■000 Ion U. • ... ■..I.....■ • ■.60...I.....■ ■.....I.....■ ■.....I�■\..■ nanno.0 ilNii • • • POSTS SECTION B SECTION A TOP VIEW i r CURB 'STANDARD SPACE WIDE STRIPE WHEEL STOP BLOCK 6" WIDE S' OUTLET CONTROL STRUCTURE N.T.S. TRASH RACK TRASH RACK WELDED #2 BARS WELDED #2 BARS @ 6" O.0 HINGED @ 6" O.0 HINGED W/HASP W/HASP TOP EL: 15.5± 100 yr Storm el: 15.21 25 yr Storm el: 14.68 10 r Storm el: 13.46 15" CAP INV. 10.5 EL: 10.50 POND BOTTOM FLEXIBLE EL: 10.0 GASKET (TYP.) BOTTOM EL: 9.5 OUTLET CONTROL STRUCTURE FRONT CROSS SECTION d °a C 4' SQ. d 6" 6" WEIR � a EL: 14.0 d c e e d 6" (11 ORIFICE e a EL: 11.5 d d a < d d G a O V d d e Q a e d 4' d a 1.0' ° WEIR a d ° EL: 14.0 ° e 6" f?� ORIFICE d C EL: 11. d d d, d a d d ad ° d 4 ° ° C ° d PARKING SPACE DETAILS N.T.S. WHEEL STOP BLOCK PAINTED WHITE 60' TREE PROTECTION DETAIL N.T.S. OF TREE 5' MIN c WOOD SLATS TO FACE OUT ON ALL SIDES PARKING BY DISABLED PERMIT PARKING BY ONLY DISABLED $250 FINE PERMIT ONLY FTP 25 $250 FINE FTP 26 NOTES 1. TOP PORTION OF FTP 25 & 26 SHALL HAVE A REFLECTIVE BLUE BACKGROUND WITH WHITE REFLECTIVE SYMBOL AND BORDER. 2. BOTTOM PORTION SHALL HAVE A REFLECTIVE WHITE BACKGROUND WITH BLACK OPAQUE LEGEND AND BORDER. 3. FTP 25 & 26 IS FOR USE IN AREAS WHERE SPACE IS LIMITED. 4. HEIGHT SHALL BE 7 FEET MEASURED FROM THE GROUND OR SIDEWALK TO THE BOTTOM OF "PERMIT ONLY" SIGN OR 6 FEET TO THE BOTTOM OF $250 FINE SIGN. 5. ALL PEDESTRIAN RAMPS MUST MEET CURRENT ADA STANDARDS AND FDOT INDEX 17355(LATEST REVISION). 6. PAVEMENT MARKINGS TO BE IN COMPLIANCE WITH FDOT INDEX 17346 (LATEST REVISION). 7. SIGNAGE TO BE IN ACCORDANCE WITH FDOT INDEX 17355 (LATEST REVISION). =CTION SHALL BE PROVIDED IEN TREES TO BE SAVED WHICH ARE LOCATED IMMEDIATELY ADJACENT TO CONSTRUCTION AREAS OR AS DIRECTED. m D U LLI LL W cM O N 2 M O N � '= (D co W 0_ 6 (B J f6 z ILL o LO O � CD W W z _o M Q Z 0 J E O OLO rn - V v J } H (n ` o W N N Z /1 /1 uj ; J I� .� LIJ Z� z � � I- 0 C) O d J U LO 0 06 i Q w 0 V Z 0) rn M Z a O 0 O J u- W U _ W d Z O ° LL U o Of � W W m O _ QU W O Y ° U co r- M z o6 O r` M