SW6230807_Plansheet - Misc. Detail_20231205

IV IV T IV IV [,�J SELECT DESIRED INNER DIAMETER(IN): NOTES: wr
❑12 ❑15 1. THE SURFACE OF RAMP SHALL HAVE DETECTABLE WARNINGS AS SHOWN. iv
❑18 ❑24 DETECTABLE WARNINGS SHALL CONSIST OF RAISED TRUNCATED DOMES.
WALL THICKNESS SEE DETECTABLE WARNINGS DETAIL. 0 9„
❑30 ❑36 2. RAMP SIDE SLOPE VARIES UNIFORMLY FROM A MAXIMUM OF UP TO 10%AT ARCHITECTS
A A C B CURB TO CONFORM WITH LONGITUDINAL SIDEWALK SLOPE ADJACENT TO
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TOP OF THE RAMP. ELEVATION
❑42 ❑48 t2=�
TONGUE END FOR INLE WENGINEERS
SLOPE 3. CONSTRUCT PER A.D.A. STANDARDS.
❑54 ❑60 a z GROOVE END FOR OUTLET
z_ � � 4. REFER TO PLANS FOR ADJACENT SLOPES. � � �
10j1 G^IGT ��'i�o'� �0 ❑66 ❑72 a_ LU rL 5. THE CROSS SLOPE OF THE RAMP SURFACE SHALL BE NO GREATER THAN 1:50.
5 Iv F �2' 0- z_ ¢ 6. CONCRETE SHALL BE P.C.C.3500 PSI. o ® o
V.2 �. 24o AGE PLAN VIEW o ® o HARRISON FRENCH
ToP ESE S� R I D -
& ASSOCIATES PLLC
S F� TRA TABLE OF DIMENSIONS AND WEIGHTS SECTION A-A DOMES ARE NOT SHOWN TO ® o ® o
El A� PIPE WALL A B C D E SLOPE 1705 S. Walton Blvd., Suite 3
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G)I E UV INNER 0 THKNESS SCALE, SEE DETECTABLE 2.35"O.C. o Bentonville, Arkansas 72712
��SIO INCHES (INCHES) (INCHES) (INCHES) (INCHES) (INCHES) (INCHES) LID WARNINGS DETAIL&NOTE 1 t 479.273.7780
A 12 2 4 24 48 7/8 72 7/8 30 3:1
ROUNDED 5'MIN. LANDING N f 888.520.9685
15 2 1/4 6 27 46 73 30 3:1 8.33%M AREA PLAN
18 21/2 9 27 46 73 36 3:1 —�� www.hfa-ae.com
24 3 91/2 431/2 30 731/2 48 3:1 a..
30 3 1/2 12 54 19 3/4 73 3/4 60 3:1 "'. ° NOTE: PREFABRICATED PANELS
36 4 15 63 343/4 97 3/4 72 3:1 5'MIN. LANDING
�4 PER A.D.A.ACCESSIBILITY w
42 41/2 21 63 35 98 78 3:1 AREA 4"AGGREGATE BASE COURSE GUIDELINES SECTION 4.29.2& w E Z>
INSTALLATION DETAIL o Q w a o w
48 5 24 72 26 98 84 3:1 COMPACTED TO 95% MPD A4.29.2 SHALL BE USED.
54 51/2 27 65 35 100 90 2:4:1
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60 6 30 60 39 99 96 2:1
DETECTABLE WARNINGS
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72 7 34 78 21 99 108 2:1 SECTION A-A' DETAIL p z�E¢< w~F�
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I-�IIT E F�/I RA5 2. CONTACT A CONCRETE PIPE DIVISION REPRESENTATIVE FOR DETAILS NOT LISTED ON THIS SHEET c�U§- s o U O o 0
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4 T� E NERAL NOTES:
AI RIOR A��PG ALL EXPOSED CORNERS TO HAVE 3/4"CHAMFER CORNER BARS-SAME a J
T 051 1v (7R \ / EST SEE GRADING AND DRAINAGEALL REINFORCING BARS TO AVE 2"COVER.PLAN OR PIPE SIZES, LOCATIONS,AND FLOW A HORIZONTAL ARS SIZE AND SPACING AS PARKING LOT c
oR40 PpSIT \ / 01 G A� LINES. 10%MAX. Q T
FZ VV PIPES SHALL CONNECT TO THE ENDS OR SIDES OF THE INLET.CONNECTION DOMES ARE NOT SHOWN = N
Fo 00 E REIN EPG� LID
SHALL NOT BE MADE AT CORNERS OF BOX. — — FLARED TO SCALE,SEE DETECTABLE U M
3g. $ n �21 ALL REINFORCING BARS TO BE GRADE 60. I r �` I SIDE1 (0 WARNINGS DETAIL&NOTE 1 M o
EV, S V PRECAST MANHOLE MAY BE USED UNLESS OTHERWISE NOTED OR DIRECTED �I w c
E� BY THE ENGINEER. N W
RGP F� DEPOF
STETH AND GRS ARE (EATRED IN STORM ER(FROM NVEDRTT O RIM).MANHOLES
CENTERL CENE AT 4 FT TERLINE MANHOLE LID I ��OJ�G� I SIDEWALK Z 8.33%MAX. �° �° Q U
2� SHALL BE 2 FT FROM THE WALL WHERE STEPS ARE LOCATED. STEPS(6"x 12") G ® ® ® O Z Z
SHALL BE COPOLYMER POLYPROPYLENE PLASTIC WITH STEEL CORE AT 16" I I I I n = z H
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G .nI R TOP OF MANHOLE TO BE LEVEL WITH FINISH GRADE UNLESS OTHERWISE I �� I A N N N p` pp Z
^IIIS�IGO G oVV G S� NOTED OR DIRECTED BY THE ENGINEER. USE ADJUSTMENT RINGS AS NEENAH R-1773-A ® ® ® 0
�IIY fI $'I 6E� PIPES� IRED SHALBLUT NOT TO SHALL CONNECT DO THE ENDS OR SIDES OF THE INLET. L_12". I FRAME AND COVER MAX
10°/CARED 3'MIN. M a
PAP CONNECTION SHALL NOT BE MADE AT CORNERS OF BOX. "A" -DIAGONAL#4'S SIDE O
6PSE ECAST MANHOLE SPECIFICATIONS @ 8"O.C., E.W. S MIN.ARC L R AS REQUIRED
EQ IIRED BY ION/HE
NCRETE:4000 PSI AE(MIN.) PLAN LENGTH OVERNING AUTHORITIES
INT:WATERTIGHT RUBBER GASKET 5'MIN.
LANDING AREA
STRUCTURE SIZING&REINFORCING TABLE 6'MIN.
INSIDE DIAMETER OF MIN.WALL TOP CONCRETE SLAB �� P.C. CONCRETE ®r%- D
8 F FRAME HEIGHT
OUTFALL STRUCTURE MENSIONS OUTLET PIPE THICKNESS REINFORCING � TO OUFULL DTSIDE EPTH OEDGE OF MANHOLE O
N.T.S. 4' 12"-27 6" #4'S @ 8"O.C., E.W. I
5' 30"-42" 8" #4'S @ 7"O.C., E.W. -
6' 48"-54" 8" #5'S @ 9"O.C., E.W. a "P"=PAVEMENT THICKNESS CONCRETE CURB
"F"=FRAME HEIGHT
NEENAH R-1773-A PLAN
FRAME AND COVER
2-0 SEEINSET"A"
4 8 < CO \ O
9_2 t� ADA CORNER RAMP IN SIDEWALK
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N.T.S.
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AVAILABLE MATERIALS: — AVAILABLE MATERIALS: ; HORIZONTAL = 2 � lo''•e9'• \\�
MILD STEEL(NO FINISH)-WGT: 57.71bs. ELE MILD STEEL(NO FINISH)-WGT: 24.91bs. ° #4'S @ 9"Q.C. U` �� O PFiE �\
MILD STEEL(GALVANIZED)-WGT: 57.7 Ibs. a MILD STEEL(GALVANIZED)-WGT: 24.9 lbs. < �e W ///I I III`\\
STAINLESS STEEL-WGT: 57.71bs. STAINLESS STEEL-WGT: 24.91bs. I LU m
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ALUMINUM-WGT: 19.51bs. 10 ALUMINUM-WGT: 8.41 Ibs. 4'MIN. - W of
�- CUSTOM SIZES AVAILABLE CUSTOM SIZES AVAILABLE U) ��
AVAILABLE UPON REQUEST WITH: AVAILABLE UPON REQUEST WITH: z :� > 60 LL
HINGED OR REMOVABLE ACCESS 1 1 s Y
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LL &ASSOCIATES, PLLC
TITLE: 1_11/ TITLE: W II 0
s TRASHRACKS.com 4 ®TRASHRACKS.com d .k Q� •L W IY COA#P0402
oi.ao.ori.w.xoE LSW-2048 �o�.,.�o.o.,.w.�o� LPG-10 a � e\ �� .I.
I°I IRONMOD ROAD 20"x48"SIDE WALL TRASH RACK I°I IRONMOD ROAD 10"PIPE GUARD GRATE
MIDDLESBOR0,K 4° MIDDLESBOR0,K 4° 5
PH_(s )24 5%D SIZE DWG. NO. PH_(s )24 5%D SIZE DWG. NO. CO S-9"
FAX(6°6)24883°8 REV. (, FM(6 )M4 3W
JRHOE COM A 67391 SHEET JRHOE COM A 268511 (Z COMPACT SHEET 1/1 r� �--�- >�� °
.�\� /,�\/�j\\` —S B GRADE j 7777
NVERT CHANNEL SHAPED TO 90%STD. \��j\��j\� /\ LENGTH VARIES
W/2,500 PSI CONC. BASE#4'S PROCTOR 1' 4'MIN. 1'
(MIN. V PER 12"SLOPE) @ 6"O.C., E.W. NOTE:ALL LETTERING TO BE SOLID YELLOW
REFLECTIVE TRAFFIC PAINT PER DIMENSIONS.
T SECTION "A"-"A" ELEVATION
YIELD MARKING
c JUNCTION BOX 4 N.T.S. ISSUE BLOCK
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°6 OTP 02 AUG 2022
NOTES:
p 1. WHEEL STOPS TO BE PROVIDED BY GENERAL CONTRACTOR NOTES: 7 CCD9 01 DEC 2023
z 2. WHEEL STOP TO BE PLACED 2'FROM EDGE OF PARKING STALL. 1.SEE SITE PLAN FOR COMPLETE STRIPING LAYOUT.
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LU 2.THIS IS FOR REFERENCE AND DIMENSION CONTROL ONLY. 6"
O SEAL 1/2"DEEP 3.ALL DIMENSIONS ARE TO CENTERLINE OF STRIPE UNLESS
v HOLE W/BUYTL RUBBER OTHERWISE NOTED.
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o N 4.ALL COLORS AS SHOWN OR BY LOCAL CODES. rn
0 5.STRIPING IS THE RESPONSIBILITY OF THE GENERAL r
N 2-#3 REBARS m
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#6 @ 2'-6"LONG 2" 6.5'
0 26
91,
SIDEWALK SEE WIDTH
24' ON SITE PLAN SPACE UNLESS ACCOMPANIED STORE NO. 412
ACCESSIBLE SIGN SEE LOCATED AT EDGE OF PARKING
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SECTION BY VAN LETTERING DOCUMENT DATE: 08/02/2022
SITE SIGN BASE DETAIL BUILDING
v
s ACCESSIBLE PARKING SYMBOL
o sty/2„ '..°.. ,: Q CHECKED BY: WFM
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0 6" 25' DRAWN BY: DAG
DGE OF
SIDEWALK
'� NO PARKING FIRE LANE NO PARKING FIRE � S PROTO CYCLE:
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N FIRE LANE STRIPING SHALL BE 6"RED STRIPES WITH 4"INCH WHITE LETTERS READING
N "NO PARKING FIRE LANE"STRIPING SHALL BE PLACED ON THE TOP EDGE OF THE "
0)v SIDEWALK ABUTTING THE PAVED DRIVE OR AS SPECIFIED BY LOCAL REQUIREMENTS. 6 1 o AVAN
�°' • 2 6 TRAFFIC BLUE 9 9 9 4"TRAFFIC WHITE SITE DETAILS 2
ACCESSIBLE SYMBOL
STRIPING(TYP.)
Z AND LETTERING
4"TRAFFIC BLUE
STRIPING @ 45°2'-0"O.C.
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03 _
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0
LO 0 9„ /4"
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CV (V PRECAST CONCRETE SHEET:
FIRE LANE MARKING WHEEL STOP PARKING LOT STRIPING C9 . 3
0 LL 0 03N.T.S. N.T.S. N.T.S.