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Home My WebLink AboutSW3220301_Plansheet 3 - Misc. Detail_20220420In &I d a to Ca pro, I 4V 10 a 4010 00�1 �1114 a Foo, 'A '411 '40 VAN 8C CESSIBI F SPACE ONE OUT OF EVERY EIGHT (B)ACCESSIBLESPACES, BUT NOT LESS THAN ONE, IS REQUIRED TO BE VAN ACCESSIBLE. PARKING SPACE PAVEMENT MARKINGS @ MI176o PARKING mL-TCD "RESERVED 12w, 171�ARKING I I 12'XI8' MUTCD RESERVED R7-8a PARKING MUTCD 117-8a ( I? Imal (��Lak, Lnld 137-80, REQUIRED ACCESSIBLE MAXIMUM 12W RESERVED PARKING SIGN PENALTY M A-I"UM R7-86PEIALTY 12W$ 250 INOT TO SCALE #60 000X 0 0 O�' 0 o 0 c4_4 s0000d" mc. 00 0 .2� 1 AWAY FROM DaSTING WREET 00 00 0 0 7.5x 0 Imo ASSUMM 99. EL"EVAMn a VAN ACCESSIBLE PARKING 1111�. mm J061WIA-A-bi MAXIMUM PENALTY $250 GS2"76 NOTES: SITE GRADING ODIFICATIONS MAY BE REQUIRED TO SPECIFIC GRADES AND ELEVATION$ SHOWN DUE TO SITE CONDITION OR CONSTRAINTS. 3. OWNER/CONTRACTOR IS RESPONSIBLE TO ENSURE THAT MINIMUM ADA REQUIREMENTS ARE MET FOR RAMP CONSTRUCTION. 6" X le VERT1CAL_\ 2.0' CURB 1.5% 1.5% 1.5% 1.5% NOTE: MAXIMUM SURFACE SLOPE OF ACCESSIBLE SPACES AND AISLES SHALL NOT EXCEED 1.5% IN ANY DIRECTION WITHIN FULL EXTENTS OF PARKING AND AISLE AREA. FIELD MODIFICATION TO GRADING PLAN MAY BE NECESSITATED IN ORDER TO MEET THIS REQUIREMENT, ACCESSIBLE AREA SLOPE DETAIL NOT TO SCALE 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 L 6-0" MIN. (VARIES WITH WIDTH OF RAMP) TRUNCATED DOME PLAN VIEW NOTES: 1. DETECTABLE WARNINGS SHALL BE OF THE PAVER OR MAT TYPE WITH ADHESIVE PER MANUFACTURERS SPECIFICATIONS. 2. WIDTH OF DETECTABLE WARNING AREA SHALL BE MINIMUM OF 4 FEET AND VARY WITH WIDTH OF RAMP, 3. LENGTH OF DETECTABLE WARNING AREA SHALL BE 2 FEET REGARDLESS OF SECTION WIDTH AND SHALL BEGIN AT THE BACK OF CURBUNE. 4. DETECTABLE WARNING AREA CAN BE SQUARE WHERE USED IN A CURB RADIUS. S. DETECTABLE WARNING DOMES SHALL BE ALIGNED ON A SQUARE GRID IN THE PREDOMINANT DIRECTION OF OF TRAVEL TO PERMIT WHEELS TO ROLL BETWEEN DOMES, 6. DECTECTABLE WARNING AREA SHALL BE COLORED BLACK, RED, OR SAFETY YELLOW, 7. IF PAVERS ARE TO BE USED, PAVERS SHALL BE 6" THICK AND CAST FROM >5000 psi CONCRETE. 8, IF MATS ARE TO BE USED, EDGES SHALL BE BEVELED TO ELIMINATE TRIP HAZARD. TRUNCATED DOME DETAIL NOT TO SCALE 0 0 7 DETECTABLE 7777777777, NOTES: 0 0 0 D 0 0 WARNING SURFA *PROPOSED x 0CE 00 0 0 0 3 o 00 0 0 SEE TRUNCATED DOME DETAIL 1. ALL RAMPS SHALL BE 6" THICK MINIMUM. SIDEWALK TO SID ,Lx 7-5%%, 0 o 0 0 SLOPE INTO SITE Md I ):)OOOC )o 0 0 �� : _ , �: -6" DEPRESSED 2' 2. NO SLOPE ON THE WHEELCHAIR RAMP SHALL EXCEED 171' AWAY FROM 0 0, a CURB & GUTTER (12:1) IN RELATIONSHIP TO THE GRADE OF THE STREET. EXISTING STREET 3. THE WIDTH OF THE WHEELCHAIR RAMP SHALL BE 48" (4) OR SLOPED BACK OF CURB SLOPE AND GRADES GREATER FOR DUAL RAMPS AND 60" (5'-0') OR GREATER FOR FLARE TO AT SIDEWALK DIAGONAL RAMPS. 4, ALL PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH BACK OF CURB THE LATEST EDITION OF THE MANUAL OF UNIFORM TRAFFIC SLOPE TRANSITION TO DEPRESSED CONTROL DEVICES (MUTCD) PUBLISHED BY THE FEDERAL C EAST &G CURB GUTTER HIGHWAY ADMINISTRATION AND THE NORTH CAROLINA SUPPLEMENT TO THE MUTCD. 5, ALL WHEELCHAIR RAMPS SHALL HAVE TRUNCATED DOMES IN - - - - - - - - ® - - - - - - - - - - - -TINE - - --- - - - - - --- - - - - - - ACCORDANCE WITH TRUNCATED DOME DETAIL. EXISTREET S PROPOSED 2-60 STANDARD C&G NCDOT SM. 846.01 1 HANDICAP RAMP DETAIL NOT TO SCALE 6". 2' Orr RAD. 31, RAD. RAD. V c° (o L21-611 z PAVEMENT 0 CD SURFACE 1/8" RAD. 3S,1 < F- "00 Jill U- _j CL z 0 0 c/5 cc UJ z < U- cc CID 2" j'� 0 CD F- C,j - .. :. 0 _ uj :.. 1 3X4 " RAD. cf) 1.-u- 0 cr. Co cr Z " I_: > 2'-6" CURB AND GUTTER V-6" CURB AND GUTTER 0- U-1 8" X 12" OR 18" 9" X 12" OR 18" 4f-0fl PROPOSED CONCRETE CURB CONCRETE CURB 21-011 /EDGE OF / PAVEMENT 2" RAD. 21-011 4:1 2'-4" MIN. 01)" 1Lo -oil - 1f-011- /4 12 _17 - 440 q PpCC 17 7" "6'; (bj:., M A jvg.,. LL Lu 8" EXPRESSWAY GUTTER SHOULDER BELM GUTTER z 11- Lu MEDIAN CURB VALLEY GUTTER " =)I-- 3<: ca SECTION VIEW OF CURBS OR CURBS AND GUTTERS co = ad cr- 5 1/8" RAD. girt 9" 3/44 " RAD. ce) RAD. _c\j P. L 2L 14/4 It �- 6 �' GENERAL NOTES: -PLACE CONTRACTION JOINTS AT 10' INTERVALS, EXCEPT THAT GROOVED OR SAWN-1 A 15' SPACING MAY BE USED WHEN A MACHINE IS USED OR WHEN JOINT WITH JOINT SATISFACTORY SUPPORT FOR THE FACE FORM CAN BE OBTAINED SEALER JOINT SEALER WITHOUT THE USE OF TEMPLATES AT 10' INTERVALS. 1/8" KAU. GUTTER -JOINT SPACING MAY BE ALTERED IF REQUIRED BY THE ENGINEER. RAD. PAVEMENT /SURFACE -CONTRACTION JOINTS MAY BE INSTALLED WITH THE USE r /SURFACE TEMPLATES OR FORMED BY OTHER APPROVED METHODS. 1 CONSTRUCT NON -TEMPLATE FORMED JOINTS A MIN. OF 11/2" DEEP. %il. -FILL ALL CONSTRUCTION JOINTS, EXCEPT IN 8"X6" MEDIAN WITH JOINT FILLER AND SEALER. PROPOSED -SPACE EXPANSION JOINTS AT 90 INTERVALS AND ADJACENT TO CURB & GUTTER PR( PAVEMENT JOINT FILLER ALL RIGID OBJECTS. JOINT TRANSVERSE EXPANSION JOINT LONGITUDINAL JOINT IN CURB AND GUTTER SECTION VIEW OF JOINTS NOTES: 1. REMOVE WIRE OR NYLON TWINE FROM BALL 2. INSTALL TOP OF BALL 2' ABOVE FINISH GRADE 3. SOAK ROOT BALL AND PLANT PIT IMMEDIATELY AFTE INSTALLATION 4. IF STAKING IS REQUIRED USE DETAIL FOR STD. NO. 4 5. 4" SAUCER WILL BE OUTSIDE OF BACKFILL. 6, SEE SPECIFICATIONS FOR OTHER PLANTING REQUIREMENTS. FINIS REMOVE TOP 1/3 OF BURLAP, AND ANY NAILSIPINS, ETC. REMOVE TOP 213 OF WIRE BA WHERE PRESENT UNDISTURBED SOIL LINE (IF SOIL HAS BEEN PREVIOUS DISTURBED, FIRM SOIL LINDE ROOT BALL) T. TREE PLANTING DETAIL NOT TO SCALE @ @ -d==S ------- =�� TRUNCATED DOME SPACING 0.4' 1r -oz "09. 1 TRUNCATED DOME SECTION R OF MULCH- NO HAN 4" TOUCHING ATER BERM ME LANDSCAPE SPECIFICATIONS 1. LANDSCAPING SHALL BE PROVIDED IN ACCORDANCE WITH TOWN OF WINGATE LAND USE ORDINANCE & LANDSCAPING REQUIREMENTS. 2. LANDSCAPE CONTRACTOR SHALL VERIFY THAT PROPOSED PLANTING SCHEDULE AND LOCATION IS SUITABLE FOR ON -SITE SOIL CONDITIONS. PLANTINGS SHALL BE MODIFIED ACCORDINGLY. 3. ALL SPECIES SHALL BE RATED FOR SURVIVAL IN USDA PLANT HARDNESS ZONE 78. 4. TREES AND PLANT MATERIAL MUST COMPLY WITH THE SPECIFICATIONS FOUND IN THE ro AMERICAN STANDARDS FOR NURSERY STOCK (ANSI Z60.1)". 5. ALL REQUIRED LANDSCAPING MUST BE INSTALLED IN CONFORMANCE NTH THE PRACTICES ESTABLISHED BY THE MOST RECENT EDITION OF THE "AMERICAN STANDARDS FOR NURSERY STOCK (ANSI Z60.1)" AS PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN. 6. TREES SHALL HAVE A MINIMUM CALIPER OF 3 INCHES, MEASURED 6 INCHES ABOVE GROUND, AND A MINIMUM HEIGHT OF 8 FT AT TIME OF PLANTING. ITA $9 GROOVE JOINT IN SIDEWALK JOINT SEALER 1/8" RADIUS------, 0 -"--JOINT FILLER TRANSVERSE EXPANSION JOINT IN SIDEWALK GENERAL NOTES: 1. A GROOVE JOINT 1" DEEP WITH 1/8" RADII $HALL BE REQUIRED IN THE CONCRETE SIDEWALK AT 6 INTERVALS. ONE 11Z' EXPANSION JOINT WILL BE REQUIRED AT 46 INTSBVALS NOTTO EXCEED 59:,AND MATCHING EXPANSION/CONSTRUCTION JOINT IN ADdACENT CURB. A SEAI ED 1/Z'EXPANSION JOINT WILL BE REQUIRED WHERE THE SIDEWALK JOINS ANY RIGID STRUCTURE. 2. SIDEWALKAT DRIVEWAY ENTRANCES TO BE 6" THICK 3, SIDEWALKTO BE POURED TO END OF RADIUS AT INTERSECTING STREETS. 4. CONCRETE COMPRESSIVE STRENGTH SHALL BE 3600 PSI. IN 28 DAY& 5, ALL NEW SIDEWALK SHALL MEET OR EXCEEDADA REGULATIONS. COMPACTED SUBGRADE 3 ;p COMPACTED ABC 5 pp CONCRETE SLAB (4000psi) COMPACTED SUBGRADE 5"-CUOMPACTED ABC 1.5)p-#67 WASHED STONE R AVE L P A'V'l G S E C T I U`NIN' NTS / L-COMPACTED SUBGRADE 8 B25C ASPHALT BASE COURSE 0 11 np w DKACnI A TE7 PnHDC1: 1.5 it S9.5C SURFACE COURSE KI ASPHALT APRON SECTION NTS THIS DOCUMENT, E�VICESE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. IT SHALL NOT TO BE REPRODUCED OR COPIEDIN WHOLE OR IN PART. NOR USED ON ANY OTHER PROJECT WITHOUT WRITTEN PERMISSION. NN Z/z NN ......... . ..... E I Kevin E. Herring EINJIGINEERING 16 101 Silver Road Oakboro, NC28129 980-621-0935 kemMko com DA TE: 121'15/2021 HORIZ. SCALE NI/A VERT. SCALE NIA DRAWN BY. keh