SW6230807_Plansheet - Misc. Detail_20240327

11 . . . d SELECT DESIRED INNER DIAMETER(IN): NOTES:
LOAD CONDITION B I 250 Ib/ft2(12 kPa)LIVE LOAD SURCHARGE,NO BACK SLOPE,NO TOE SLOPE
2 BLOCK HIGH SECTION ❑12 ❑15 1. THE SURFACE OF RAMP SHALL HAVE DETECTABLE WARNINGS AS SHOWN. Q�o
(1)28"(710 rnm)Block PRELIMINARY DETECTABLE WARNINGS SHALL CONSIST OF RAISED TRUNCATED DOMES.
(1)41"(1030mm)Block Professional Engineering DesignJ ❑18 ❑24 SEE DETECTABLE WARNINGS DETAIL.
Required for Construction ❑30 ❑36 WALL THICKNESS 2. RAMP SIDE SLOPE VARIES UNIFORMLY FROM A MAXIMUM OF UP TO 10%AT 0.9
1, ARCHITECTS
FA
A A C B CURB TO CONFORM WITH LONGITUDINAL SIDEWALK SLOPE ADJACENT TO
❑42 ❑48 w � TONGUE END FOR INLE
TOP OF THE RAMP. ELEVATION ENGINEERS
�2= w SLOPE
3. CONSTRUCT PER A.D.A.STANDARDS. INTERIORS
❑54 ❑60 a Z GROOUE END FOR OUTLET w w
_ 4. REFER TO PLANS FOR ADJACENT SLOPES.
1 QII EN �'i0 0, 00 ❑66 ❑72 0- w rL 5. THE CROSS SLOPE OF THE RAMP SURFACE SHALL BE NO GREATER THAN 1:50.
25 a z ¢ 6. CONCRETE SHALL BE P.C.C.3500 PSI. p p p p
Grade to drain surface p 7.40p G� HARRISON FRENCH
water away from wall 'S' �Qf E�E�,S� f`A PLAN UIEW I D _ l ® ® O & ASSOCIATES , PLLC
Move blocks forward during installation F� RA f I TABLE OF DIMENSIONS AND WEIGHTS SECTION A-A ® O°
to engage shear knobs(Typical) 5 L DOMES ARE NOT SHOWN TO
EIR A� PIPE WALL A B C D E SLOPE 1705 S. Walton Blvd., Suite 3
Top block 1 1� SCALE,SEE DETECTABLE U
�,� S�E INNER 0 THKNESS 2.35"O.C. o Bentonville, Arkansas 72712
Non-woven geotextile fabric(If specified by I WARNINGS DETAIL&NOTE 1
INCHES (INCHES) (INCHES) (INCHES) (INCHES) (INCHES) (INCHES)
Engineer based on site soil conditions) to t 479.273.7780
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%MAX AREA I PLAN
Setback=l -ngle) MIT) 18 21/2 9 27 46 73 36 3:1 d �� I www.hfa-ae.eom
j5�Wall Batter An� 250 lb/flz(12 kPa) L
24 3 91/2 431/2 30 73 1/2 48 3:1 d..
... -
30 3 1/2 12 54 19 3/4 73 3/4 60 3:1 N TE: PREFABRICATED PANE S
'$Q10m 36 4 15 63 34 3/4 97 3/4 72 3:1 5'MIN. LANDING " O PER A.D.A.ACCESSIBILITY
2'-6" 0.76 m //% %%%% 42 4 1/2 21 63 35 98 78 3:1 AREA 4 GUIDELINES SECTION 4.29.2&
( ) V/V/� =28° V/V/V/ 4"AGGREGATE BASE COURSE z w w o'a
V/V/ /A�j�� ` INSTALLATION DETAIL o a a o w
'�'�'� /` COMPACTED TO 95%MPD A4.29.2 SHALL BE USED. w z z
ar'(toso mm) A/V 48 5 24 72 26 98 84 3:1
V/�A/�A/�Ai��- Backfill per design requirements. Install w w o w
/jam/jam/ in lifts and compact per project 54 51/2 27 65 35 100 90 2:4:1 owe -zw
c�'�a ~O N I O N
60 6 39 99 : DETECTABLE WARNINGS m o g w a w
\ \ \ \ specifications.
` /ice/i/ /i�� p 66 6 1l2 32 78 21 99 102 2:1 DETAIL w
/,/A�/ A//A//A//A V� I
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0'6"(152 mm)��V�/VAS/VAS/VAS/VA��V�/VA�� /VAS/VAS'V�/VAS/VAS/VAS Inflll stone No.57 ore equivalent) �Q 72 7 34 78 21 99 108 2:1 SECTION I N A-A
( q ) 3 a ? w w U O
A' V//V//� Fill between adjacent blocks(all blocks) �,✓ PIPE
o'���vrrwaz
Fill vertical core slot(PC blocks) �: MANUFACTURERS'NOTES: o s o o o g
\ \ \ \ \ \ \ \ \ \ \ \ \ \ EE
stone to extend at least 12"(305 Prim) �L CJ 1. PRODUCED TO MEET ASTM SPECIFICATIONS INNER 0 <w z c�w w
¢r o w o L`c�"J
behind blocks. ��z r o?�w z w
OJT IGE F TRA 2. CONTACT A CONCRETE PIPE DIVISION REPRESENTATIVE FOR DETAILS NOT LISTED ON THIS SHEET o ¢-o o o 0 0
Drain(As specified by Engineer) E p 3. DIMENSIONS MAY VARY DEPENDING UPON EQUIPMENT AVAILABILITY Q w�Q w o w o w
%w�lY S2 <
(� A Q Z w 0 O a o z
n 0r �O END VIEW o.2 w EE Lu 0
Solid bottom block FoR I.Iv�A 3 ��o FLARED END SECTION
��REI2, EAGrf 0VV N.T.S. CONCRETE CURB =z o w w z w z o
n VV EEOUo LL O¢a Lu' 0
Leveling pad(As specified by Engineer) nn 2
��15 V 1 R T�AEG( GENERAL NOTES: _
the
engineer
only.in Detemctdesi of the suitngall andmrmannernruse shall beby need professional mesole eerusingtheact al IQ Irf A G 1. ALL EXPOSED CORNERS TO HAVE 3/4"CHAMFER CORNER BARS-SAME a J the design engineer of record.Final project designs,including all construction details,shall be prepared by a licensed professional engineer using the actual
conditions of the proposed site.Final wall design must address both internal and external drainage and all modes of wall stability. .I RA 2. ALL REINFORCING BARS TO HAVE 2"COVER. IIAII }
UT I TIE O \ / / E^^EST 3. SEE GRADING AND DRAINAGE PLAN FOR PIPE SIZES, LOCATIONS,AND FLOW HORIZONTAL BARS SIZE AND SPACING AS PARKING LOT oc
BRAWN BY TITLE: I`�' O
C.Kruger Preliminary Wall Section ° p J z
APPROVED BY: RED►ROCK GR POGI OQG �AI LINES. r C Q M
J.Johnson silty sand or clayey sand, ur ha° I- I 10 o MAX. G DOMES ARE NOT SHOWN N BATE: 25o Ib/ft'(12 kPa)Live Load Surcharge oR I�F 4. PIPES SHALL CONNECT TO THE ENDS OR SIDES OF THE INLET.CONNECTION = N June 10,2015 osaat us at SOUTH,cHARLEvolx,MI 49720 CO �
eHEFT: FILE: (660)422-340014301 a^9I^..1rg@,dIm k.<^ F 0 RE AG SHALL NOT BE MADE AT CORNERS OF BOX. - - FLARED TO SCALE,SEE DETECTABLE U 1 of 1 B_28_B_41_36_cad.dwg MMn�.�ed.,^<k.=°m ° 5. ALL REINFORCING BARS TO BE GRADE 60.
9� 5E Z E 'fir � SIDE WARNINGS DETAIL&NOTE 1 M o
6. PRECAST MANHOLE MAY BE USED UNLESS OTHERWISE NOTED OR DIRECTED �I I ® ® ®BY THE ENGINEER. w co �
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7 DEPTH AND GS ARE REATER ER(FROM INVEUIRED IN STORM DRTAIN TO RIM).MANHOLES
CENTERL NE OF MANHOLE LID ���J� SIDEWALK z ® ® Q U
R I Q I 8.33/o MAX.
2� SHALL BE 2 FT FROM THE WALL WHERE STEPS ARE LOCATED.STEPS(6"x 12") GO x @ @ Q z Z
SHALL BE COPOLYMER POLYPROPYLENE PLASTIC WITH STEEL CORE AT 16" Q 10
ADE E APART. I I I I ® ® ® z W
^I S�E�GR GRAB 8. TOP OF MANHOLE TO BE LEVEL WITH FINISH GRADE UNLESS OTHERWISE I �� I A N N ® N A Z O
8 NOTED OR DIRECTED BY THE ENGINEER. USE ADJUSTMENT RINGS AS NEENAH R-1773-A
IvI 8 �o FRAME AND COVER 10%MAX.
FI E REQUIRED BUT NOT TO EXCEED 12 . L- 00 a
$j1 9. PIPES SHALL SHALL CONNECT TO THE ENDS OR SIDES OF THE INLET. FLARED 3'MIN.
PAO CONNECTION SHALL NOT BE MADE AT CORNERS OF BOX. IIAII DIAGONAL#4'S SIDE
E @ 8"O.C., E.W. 5'MIN.ARC R AS REQUIRED BY THE
6A5 ASTMPRECASTC 8 MANHOLE SPECIFICATIONS LENGTH -LOCAL JURISDICTION/
CONCRETE:4000 PSI AE(MIN.) PLAN GOVERNING AUTHORITIES
JOINT:WATERTIGHT RUBBER GASKET 5'MIN.
LANDING AREA
STRUCTURE SIZING&REINFORCING TABLE &MIN.
INSIDE DIAMETER OF MIN.WALL TOP CONCRETE SLAB �� P.C. CONCRETE 4
F FRAME HEIGHT
8 OUTFALL STRUCTURE DIMENSIONS OUTLET PIPE THICKNESS REINFORCING � TO OUFULL DTSIDE EPTH OEDGE OF MANHOLE O
N.T.S. 4' 12"-27" 6" #4'S @ 8"O.C., E.W. EL
5' 30"-42" 8" #4'S @ 7"O.C., E.W. -
6' 48"-54" 8" #5'S @ 9"O.C., E.W. a "P"=PAVEMENT THICKNESS 71� CONCRETE CURB
'IF"=FRAME HEIGHT
NEENAH R-1773-A PLAN
FRAME AND COVER
2-0 �� SEE INSET"A" l / 10"
°Td a `90.
1� °° ADA CORNER RAMP IN SIDEWALK
INSET "A" 0 5 N.T.S.
STEPS(SEE CORNER BAR
NOTE 7)
48
1'-z YELLOW REFLECTIVE
3 4'-z 3 VERTICAL TRAFFIC PAINT b
1 1'-0 1
L C /
3 a a a a a a a a a a a 3 X � #4'S @ 10"O.C. 1'-6" \�� •• •• O �/i
a Q I
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13/16"0 I d H + H \ S s •• ��
P.C. e LI u ` •••?
_ °� CONCRETE �T I�
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e�. YIELD BAR % 05 98 J
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iv i° N e HORIZONTAL fa
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♦ #4'S @ 9"O.C. f =LD n 2024!0'� 7Q�$ G3 �6`00.
4'MIN. t Of
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w o0 0 LL
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c� r. o O w HARRISON FRENCH
1 1 ° 1 9116 1� 4'-2 �' (D 1< &ASSOCIATES, PLLC
9/16"0 6
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5'�\e MADE IN THE U.S.A.- 1 4-6 1 MADE IN THE U.S.A.= a '� �Q •� w o COA#P0402
-
AVAILABLE MATERIALS: AVAILABLE MATERIALS:
MILD STEEL(NO FINISH)-WGT: 24.9 lbs. MILD STEEL((No FINISH)-WGT: 57.7 lbs. S-9"
a MILD STEEL(GALVANIZED)-WGT: 24.9 lbs. MILD STEEL(GALVANIZED)-WGT: 57.7 lbs.
a o STAINLESS STEEL-WGT: 57.7lbs.
� STAINLESS STEEL-WGT: 24.91bs.
ALUMINUM-WGT WGT: 19.5lbs. COMPACT `.
ALUMINUM-WGT: 8.41 lbs. \/\ SUBGRADE e
CUSTOM SIZES AVAILABLE m CUSTOM SIZES AVAILABLE TO 90%STD. /�/�/ \� LENGTH VARIES
AVAILABLE UPON REQUEST WITH: AVAILABLE UPON REQUEST WITH: INVERT CHANNEL SHAPED / \/�\/\\/� / III-I
s 1 1 m HINGED OR REMOVABLE ACCESS W/2,500 PSI CONC. BASE#4'S PROCTOR 1 4'MIN. 1'
(MIN. 1"PER 12"SLOPE) @ 6"O.C., E.W. NOTE:ALL LETTERING TO BE SOLID YELLOW
1 1'-0 1/4 REFLECTIVE TRAFFIC PAINT PER DIMENSIONS.
J 1-11/4 TRASHRACKS.com TITLE-
I LPG-10 ®TRASHRACKS.com TITLE:
_ LSW-2048 SECTION "A"-"A" ELEVATION
Q 1°I IRSBORO, R°A° 10"PIPE GUARD GRATE 1°I (R )2°°RDA° 20"x48"SIDE WALL TRASH RACK o JUNCTION BOX ELD MARKING
L~LJ MI°PH(S 2°KY 5%°965 M10PHE(6°6)24&5560 5 SIZE DWG. NO. C4:>�'S.
ISSUE BLOCK
0 PH_((o))",&556° SIZE DWG. NO. 67391 REV.FNc_(sos)24883°8 . FNc_(sos)24883°8JRH°E C°M A 268511 JRH°E C°M Li SHEET 1/1 6 N.T.S.
W
O OTP 02 AUG 2022
z NOTES:
3'-113/q
LU 1. WHEEL STOPS TO BE PROVIDED BY GENERAL CONTRACTOR NOTES: 7'
> 9/16"0 31/4 33/g CCD10 15 DEC 2023
p 2. WHEEL STOP TO BE PLACED 2'FROM EDGE OF PARKING STALL. 1. SEE SITE PLAN FOR COMPLETE STRIPING LAYOUT.
0
v 2.THIS IS FOR REFERENCE AND DIMENSION CONTROL ONLY. 6"
o - - - - - - - - - - - - - - - - - - - - - - - SEAL 1/2"DEEP 3.ALL DIMENSIONS ARE TO CENTERLINE OF STRIPE UNLESS
o /;'II HOLE W/BUYTL RUBBER OTHERWISE NOTED.
cCv1 �� ` ®® 4.ALL COLORS AS SHOWN OR BY LOCAL CODES. 10
°' 5.STRIPING IS THE RESPONSIBILITY OF THE GENERAL
- - - - - - - - - - - - - - ® ® 2-#3REBARS ih
-
CIO
®��������� R� CONTRACTOR ��
#6 @ 2'-6"LONG 2�� 6.5'
_Z 25 911 SIDEWALK SEE WIDTH
on LOCATED AT EDGE OF PARKING
ON SITE PLAN STORE NO. 412
o 24 ACCESSIBLE SIGN SEE
❑ ❑ ❑ ❑ ❑ ❑ SECTION SPACE UNLESS ACCOMPANIED
SITE SIGN BASE DETAIL BUILDING BY VAN LETTERING
Ef DOCUMENT DATE: 08/02/2022
o I
1:1 ° • d." ACCESSIBLE PARKING SYMBOL
cm)L. ❑ ❑ ❑ ❑ ❑ ❑ d e CHECKED BY: WFM
LL. e•, eerie.
a
6"
25'
DGE OF
Of DRAWN BY: DAG
� I I
a/ e
SIDEWALK
/
o PR T CYCLE:
OOCC
MADE IN THE U.S.A.- '
/ O ao
i �� of
.� I I AVAILABLE MATERIALS: -1
I- FIRE LANE STRIPING SHALL BE 6" RED STRIPES WITH 4" INCH WHITE LETTERS READING
� MILD STEEL(NO FINISH)-WGT: 326.4 lbs.
8 MILD STEEL(GALVANIZED)-WGT: 326.4lbs. "NO PARKING FIRE LANE"STRIPING SHALL BE PLACED ON THE TOP EDGE OF THE
a,v STAINLESS STEEL-WGT: 326.4lbs. SIDEWALK ABUTTING THE PAVED DRIVE OR AS SPECIFIED BY LOCAL REQUIREMENTS. 6 1 ffiVA
Z 4 6 ALUMINUM-WGT- 110.2 lbs. 2' e 6 0 9 9 9
CUSTOM SIZES AVAILABLE • • TRAFFIC BLUEA 4"TRAFFIC WHITE SITE DETAILS 2
STRIPING(TYP.)
AVAILABLE UPON REQUEST WITH: ACCESSIBLE SYMBOL 4"TRAFFIC BLUE
AND LETTERING
ACCESS PORT,ANTI-VORTEX PLATE STRIPING @ 45°2'-0"O.C.
> CAST-IN STYLE FRAME WITH EMBED ANCHORS
r °� SEPARATE FRAME AND GRATE
0 0 / o g„
TITLE: /411
o / ®TRASH RACKS.cOM
4 M LSQ-48 PRECAST CONCRETE
o N ________________________ SHEET'
101IRONWOODROAD 48"SQUARETOP-MOUNTTRASH RACK
M MID PH(606RQKY40965 FIRE LANE MARKING PARKING LOT STRIPING
� O PH:[phone] SIZE DWG. NO.
o FAX[phone] WHEEL T PC9 . 2RE
Cz L.L JRHOE.CAM A 189786 SHEET 1/ 1 N.T.S. N.T.S. N.T.S.