SW4230101_Plansheet - C5.2 Site Detail_20230526

NOTES:
FIXED OR 1. MOUNTING HEIGHT TO BOTTOM OF SIGN SHALL ������'�""p00%
SIGN R7-8P WHERE APPLICABLE WELDED BE 60" FROM BOTTOM OF SIGN TO PAVEMENT W1 ( FT.) NOTES: O`o!y\ G.IA,RO
° CAP OR 84" IN PEDESTRIAN AREAS UNLESS .•`�Q4
OTHERWISE NOTED. * THIS PRECAST ENDWALL MAY BE USED FOR THE FOLLOWING I
r
SIGN 2. ALL SIGNAGE SHALL HAVE HIGH INTENSITY STANDARDS: 838.01 , 838.11 , 838.21 , 838.27, 838.33, s Z 4 Lz
BOTTOM PRISMATIC SHEETING. ff 838.39, 838.51 , 838.57, 838.Pia AND 838.G9. _
SIGN R7-8A 3. SIGNS SHALL BE FABRICATED FROM ALUMINUM 1 -0 * INSTALL PRECAST ENDWALLS WITH WINGS AND PAY
ALLOY SHEETS 78
OF SIGN ?
.
° 4. SIGNS SHOULD MEET MUTCD AND NCDOT FOR IN ACCORDANCE WITH SPECIFICATION SECTION 838.STANDARDS AND SPECIFICATIONS FOR `) * USE 4000 PSI CONCRETE. ''•• �� ""'� .•`
ROADWAY SIGNAGE AND FOUNDATIONS. * PROVIDE ALL REINFORCING STEEL WHICH MEETS ASTM A615 ��� �•,� aa�n i���a��`�,,•
H2 FOR GRADE GO AND WELDED WIRE FABRIC CONFORMING
SIGN R7-8D CS/RCP TO ASTM A185 WITH 2" MIN. CLEARANCE.
H1 * PLACE LIFT HOLES OR PINS IN ACCORDANCE WITH
60" 2" DIAMETER ALUMINUM PIPE OSHA STANDARD 1926.704.
MINIMUM WITH WATER TIGHT CAP. * PIPE TO BE GROUTED INTO HEADWALL AT JOB SITE BY
2" DIAMETER ALUMINUM PIPE WITH 8411 POWDER COAT BLACK. E
WATERTIGHT CAP. POWDER COAT MAXIMUM O CONTRACTOR o
BLACK. * ALL ELEMENTS PRECAST TO MEET ASTM C913. � o
* WELDED WIRE FABRIC MAY BE SUBSTITUTED FOR REBAR N E
60" TO 8' ❑:C: (TYP:) REFER AS LONG AS THE SAME AREA OF STEEL IS PROVIDED. Lu u
BOTTOM TO CHART FOR BAR * CHAMFER ALL CORNERS 1" OR HAVE A RADIUS OF 1". _
SIGN 1 SIZE a a_, 3
0 0 0 °'
0 W ra �
ELEVATION Lu cam!
PROVIDE AS PROVIDE AS NOTE: THE MINIMUM BAR SIZE SHALL BE #5 BARS � -o z
FINISHED GRADE APPLICABLE AT 8" CTS.THE CONTRACTOR WILL HAVE THE OPTION U. r; O
d
APPLICABLE w p o
D TO INCREASE THIS BAR SIZE AS NEEDED. " ��_1.�� o a
PAVEMENT SLOPE CONCRETE TO DRAIN. �3 5 2 � a `n x u
SLOPE CONCRETE TO DRAIN. ui
PAINT SAFETY YELLOW. 126'52'11.63"' af w fa u_ 0
° 127°36'57.60"' � -i z
PAINT SAFETY YELLOW. PEDESTRIAN 1'-0" 3.5' � rn
_ e O CROSSING W11A-2 126°52'11.63"' FOR EW-1: ADD ENDWALLS AND WINGWALLS L 't �
e CONC FOOTING AS NECESSARY USING REINFORCING k >
Lu
. 4. 12" DIAMETER CONC FOOTING 1211 e 0 2'y SCHEDULE BELOW. CAST IN PLACE.
A .
H2 Ln
o w
M n e ° : H
R7-8P 12"x6" VAN e. ° 6" H1
° WHERE APPLICABLE ACCESSIBLE 6
11
e
6"
(SEE PLAN) ul
111 11-III SPECIAL CONDITION FOR EW-2
NOTES: RESERVED 1211 �„ L 8' ❑:C: CTYP:) REFER ENDWALL DIMENSIONS
1. MOUNTING HEIGHT TO BOTTOM OF TO CHART FOR BAR =
SIGN SHALL BE 60" FROM BOTTOM PARKING SIZE FT. MINIMUM MIN. /MAX. MIN. /MAX. MIN. /MAX. MIN. /MAX. MIN. /MAX. o
OF SIGN TO PAVEMENT OR 84 IN
Lu
PEDESTRIAN AREAS UNLESS ° PIPE DIA. BAR SIZE H1 (FT. ) H2(FT. ) D (FT. ) W1 W2 w
OTHERWISE NOTED. 12"x181 18" DROP OFF SIDE 1 .0 #5 @ 8" 1 .25/2.00 2.00/3.75 1 .25/1 .75 3.00/3.75 5.50/6.00 u o
2. ALL SIGNAGE SHALL HAVE HIGH D O NOT
a
INTENSITY PRISMATIC SHEETING. " o
3. SIGNS SHALL BE FABRICATED FROM SIGN COLORS: AHEAD W2 (FT. ) 1 .25 #5 @ 8 1 .25/2.00 3.00/3.75 1 .25/2.00 3.50/3.75 6.50/6.75
ALUMINUM ALLOY SHEETS. 18„ 1 .50 #5 @ 8" 1 .25/2.00 3.00/4.25 1 .50/2.50 3.50/3.75 6.50/6.75 > DATE
LETTERING .......... BLACK
4. ALL MOUNTING HARDWARE SHALL STRIPE ................. BLACK DO NOT -� 2.0 #5 @ 8" 1 .50/2.50 4.00/4.75 1 .75/2.50 4.00/4.25 7.50/8.25 ? 05/23/2023
BE GALVANIZED. BACKGROUND .... WHITE
5. VAPS ON PLANS DENOTES VAN DROP OFF 2.5 #5 @ 8" 2.50/3.50 4.00/6.00 2.00/3.00 4.50/5.50 10.00/11 .50
ACCESSIBLE PARKING SIGN. 1
ENTER DRAWN BY
INSTALL R7-8A, R7-8D, & R7-8P. HERE �" 3.0 #5 @ 8" 3.00/3.50 5.00/6.00 2.75/3.50 5.25/5.75 11 .50/11 .75
6. APS ON PLANS DENOTES MAXIMUM LMB
11 11
ACCESSIBLE PARKING SIGN. R7-8D 11 ° 3.5 #5 @ 8" 3.25/4.50 6.00/6.75 3.25/3.50 6.00/6.75 12.00/13.25
INSTALL R7-8A & R7-8D ONLY. 12"x911 PENALTY 9 �� DESIGNED BY
4.0 #5 @ 8 3.50/4.50 6.50/7.00 3.25/3.50 6.50/6.75 13.00/13.25 •
$250 1-1/2" RAD. (TYP) D •
4.5 #5 @ 8" 4.00/5.00 6.50/8.50 3.25/4.00 7.00/9.25 13.50/15.75 GWF
2 MUTCD STANDARD R5-1 O DROP OFF AHEAD ` yQ 5.0 #5 @ 8ii 4.50/5.00 7.00/8.50 3.25/4.00 7.25/9.25 13.75/15.75 • CHECKED BY
4. 7. 3.25 4.00 7.2 .2 14. 1 .7
5.5 #5 @ 8 50/5 00 50/8 50 / 5/9 5 00/ 5 5 GWF
PLAN 6.0 #5 @ 8" 4.50/5.00 7.50/8.50 3.25/4.00 7.75/9.25 14.75/16.75 • •
SCALE
O1 ACCESSIBLE PARKING SIGN N.T.S. 2 3 4 TYPICAL ROADWAY SIGN N.T.S. O5 HEADWALL N.T.S. AS SHOWN
BACK OF CURB FRAME, GRATE AND HOOD GENERAL NOTES: •
X SEE STD. NO. 840.03 1. USE CLASS "B" CONCRETE THROUGHOUT
$„ TOP ELEVATION 2. PROVIDE ALL CATCH BASINS OVER 3'-6" IN DEPTH WITH STEPS 12" ON CENTER. USE
a a STEPS WHICH COMPLY WITH STD. DRAWING 840.66. L
Y o o Y 3. OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR#4 BAR DOWELS AT
12" CENTERS AS DIRECTED BY THE ENGINEER.
co, 4. USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB. A A
6 f6 5. IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB AS TYPE STONE
° : D SHOWN ON STD. NO. 840.00.
J >
6. USE TYPE "E", "F"AND "G" GRATES UNLESS OTHERWISE INDICATED. --- 8 0
PLAN ° :;D : ° :;D ° 7. FOR 8'-0" IN HEIGHT OR LESS USE 6"WALLS AND BOTTOM SLAB. OVER 8'-0" TO 16'-01, IN __W1 'N O
X 3„ SEE NOTE HEIGHT USE 8"WALLS AND BOTTOM SLAB. ADJUST QUANTITIES ACCORDINGLY. METALLIC LOCATOR TAPE SHALL BE f ::
SECTION X-X 8. CONSTRUCT WITH PIPE CROWNS MATCHING. INSTALLED FOR ALL PIPE 6-24" BELOW o
9. CHAMFER ALL EXPOSED CORNERS 1" FINISHED GRADE cu
TOP ELEVATION Do=OUTLET PIPE DIAMETER FILTER BLANKET FOR ALL STRUCTURES
10. DRAWING NOT TO SCALE. FINISHED FINISHED = 3
6" 8" 6" GRADE GRADE ADD 12" WIDTH X 12"
FRAME, GRATE STEPS - STD. NO 840.66 6-24 PLAN Ln U Q
AND HOOD TOP ELEVATION TOP ELEVATION SECTION A-A THICK OF CLASS A a
SEE STD. NO. STEPS - STD. \j j� j\j jj� (OUTLET TO FLAT AREA WITH NO WELL DEFINED CHANNEL) RIPRAP TO SLOPE ABOVE
;a-A�' .f6" 840.03 NO 840.66 \j j\� FINAL j\j j\\ L AND AROUND TOP OF U �/ o
o �, \/ j\ BACKFILL (SEE //�� PIPE/FES/END WALL AS Ln
(.0 \\ SPECIFICATIONS) /\ \//�
o 1 �A /\\ //\ %\\/ //\\ A A SHOWN. 0 N
' . o. . . . . o. . . . :O: B :: %\\ //� %\/ \� STONE CLASSco
z N °c
}IT .. INITIAL BACKFILL // . _- o L
I 11 °; o 611 G 611 /\ \ �\ O
6 C 6" \ \ ui
COMPACTED IN D w (!)0 w
SECTION Y-Y i\ \ / / o z
12 / 12 /
o• J
/ r r z
o�• \ \ \ - THICKNESS
... .. ... .. .
o \ .. `: \ 6 MAX. LIFTS AS .\ \ - ,-,
\/ \� \ \ C7
D \\ /\ SPECIFIED /\ .;,..:.:.. ::.:.,. \//� LLI
3 :..
o ' i\/:,:``;:'..:.... "".:/\� SPRING LINE .:+ ,:: \\\ - Q o
U w
_ o o /\\ /� // , D OUTLET PIPE DIAMETER J
° . .' '.°•. '.°•.' .' � o'' .': � D. FILTER BLANKET
11 - ••..O �'. O•o .;:.i: PLAN SECTION A-A (AM00O2006 Q m I..0 3
6 SECTION J-J /\\ \ j\\�.; j\\ OR EQUIVALENT) Z N ~
m RISER HT. �' °o WHERE 30"TO 36" SECTION M-M //� No 57 STONE \//� (OUTLET TO WELL DEFINED CHANNEL) ,_, LLJ �
VARIES SEE NOTE PIPE IS USED WHERE 42"TO 54" �\ /\� WORK WELL j�\�///�\�///� ///�/ ///� // J o
WHERE 30"TO 36"PIPE IS USED PIPE IS USED \\/\/\\/ /\\/\\\\/\\/ /\\/ \� UNDER BOTTOM O J U °
OF PIPE. ,� z
CURB INLET WITH "H" VALUES W °' O
6" O.D. OF PIPE 6" MINIMUM SIDE CLEARAN 6' O.D. OF PIPE 6' Q g
a J o: J (HEIGHT) LESS THAN MINIMUM °
o B °:' M o;' ' ' o; '.o; o; 12" O.D. OF PIPE 12" 12" O.D. OF PIPE 12" U � -
° '' ° ' M SHOWN IN CHART SHALL HAVE SHOP MAXIMUM SIDE CLEARAN = w
N g" o; A o:': �A DRAWINGS DESIGNED AND SEALED
co
E _
o. CLASS B CLASS D
RISER HT. -� �`�i BY PROFESSIONAL ENGINEER - 0
° ' U- a REQUIRED FOR: REQUIRED FOR:
a o
N VARIES o.• . . p:: ::� � . : m p. .
MEETING SPEC SECTION 33 40 00 O O 7
° ° NOTES HDPE & PVC PIPE DIP CIP AND RCP o
L ° REQUIREMENTS. THESE -
° WHERE 42"TO 54"PIPE IS USED �:;D. : :o'::;D : :o'::o : :o'::o STRUCTURES CAN BE CONCRETE 1. FOR TRENCHES REQUIRING SHORING AND BRACING, DIMENSIONS SHALL BE TAKEN FROM THE INSIDE FACE OF THE SHORING AND z = can 3
° . ° . ° .
o Lp DETAIL SHOWING METHOD AND/OR MASONRY DESIGN BRACING. MAINTENANCE: NOTES: o a)
a OF RISER CONSTRUCTION PLAN PLAN � D-
1. RIP RAP OUTLET STRUCTURES 1. A FILTER BLANKET SHOULD BE INSTALLED BETWEEN THE RIP RAP AND SOIL FOUNDATION. X
2. NO ROCKS OR BOULDERS 4" OR LARGER TO BE USED IN INITIAL BACKFILL. Iv
3 TO BE INSPECTED WEEKLY 2. MAINTAIN ENERGY DISSIPATERS INSTALLED DURING EARLY SITE WORK THROUGHOUT THE ~ Iv
° MINIMUM DIMENSIONS AND QUANTITIES FOR CONCRETE CATCH BASIN BASED ON MIN. HEIGHT, H, WITH NO RISER L
0 3. ALL BACKFILL MATERIAL SHALL BE SUITABLE NATIVE MATERIAL. AND AFTER EVERY RAINFALL CONSTRUCTION AREA.
DIMENSIONS OF BOX AND PIPE COVER CU. YDS. CONC. IN BOX DEDUCTIONS o
z 4. BACKFILL SHALL BE TAMPED IN 6 LAYERS.
EVENT. REPAIRS ARE TO BE 3. TOP OF RIP RAP AT DOWNSTREAM END OF APRON SHALL BE FLUSH WITH NATURAL QL
PIPE SPAN WIDTH SPAN SPAN MIN.HEIGHT DIMENSION BARS-U BARS-V BARS-W TOTAL TOP BOTTOM TOT.CONC. ONE PIPE 2 -
L6 D A B C G H E F NO. LENGTH NO. LENGTH NO. LENGTH LBS. SLAB SLAB FOR MIIN. C.M. R.C. MADE IMMEDIATELY. GRADE OF THE RECEIVING CHANNEL.
5. IF ROCK IS ENCOUNTERED AT BOTTOM OF TRENCH, OVER EXCAVATE ROCK A MIN. OF 6 CHS AND BACK FILL WITH NO. 67 STONE TO 4. VEGETATE ALL DISTURBED AREAS WITH VEGETATION IMMEDIATELY AFTER
co 12" 3'-0" 2'-2" - - 2'-9" - - - - - -- -- - - 0.235 0.772 0.015 0.026 a- m
co THE BOTTOM OF PIPE. INSTALLATION.
°; 15" 3'-0" 2'-2" 3'-0" 0.235 0.829 0.023 0.036 5. SEE EROSION CONTROL PLAN FOR DIMENSIONS. x .s
M
0 18" T-0" 2'-2" 3'-3" 0.235 0.887 0.033 0.049 m
E
� 24" 3'-0" 2'-2" 3'-9" 0.235 1.001 0.059 0.085 � N
U 30" T-0" 2'-2" 3'-4" 4'-3" 1'-2" 4'-0" 4 V-5" 2 3'-9" 3 3'-9" 39 0.123 0.321 1.433 0.092 0.127 m o
36" 3'-0" 2'-2" 3'-10" 4'-9" 1'-8" 4' 0" 4 1'-11 3 3'-9" 3 3'-9" 43 0.161 0.358 1.714 0.132 0.178 `Uo
u� 42" T-0" 2'-2" 4'-5" 5'-3" 1'-5" 3'-2" 4 1'-8" 2 2'-11" 3 2'-11" 32 0.112 0.318 1.738 0.180 0.243 E
0 48" T-0" 2'-2" 5'-0" 5'-9" 2'-0" 3'-2" 4 2'-3" 3 2'-11" 3 2'-11" 35 0.145 0.352 2.052 0.235 0.317 m
0 54" 3'-0" 2'-2" 5'_7" 6'-3" 2'-7" 3'-2" 4 2'-10" 5 2'-11" 3 2'-11" 41 0.180 0.386 2.387 0.297 0.401
0 JOB NO. N c
I
W
52013 � N
m
°
o SHEET NO. o
In
M O6 CONCRETE CATCH BASIN N.T.S. O7 STORM SEWER TRENCHES N.T.S. O8 FLARED END SECTION N.T.S. C5.2
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