SW6230807_Plansheet - Misc. Detail_20240327 (2)

NOTE: SEE UTILITY TRENCH AND BEDDING DETAIL ppr
W FOR BACKFILL AND BEDDING INSTRUCTIONS. •,•••,••
HEAVY DUTY FRAME AND COVER AVED GUTTER
OUTSIDE OF BOX 6 #6 THREADED PVC CLEANOUT PLUG >t i, ••+.'•si 1c.•s .1.-
12"MIN. _ 12" MIN. ( ) W/LETTERS"C.O."CAST IN COVER 5/8"DOWELS I• • •
18"MAX. 18"MAX.
GRADE SURFACE AWAY 48�� 18"LONG WITH
\ �� FROM CLEAN OUT Ar
1"IN GRASSY AREA 12" 12" TOP OF CURB 9„EMBEDMENT • • •� • CURB
\ .� G 0"IN PAVED AREA ARCIIITFCT
••
UNDISTURBED EARTH FINAL Q 2 ••
OR COMPACTED FILL / \ BACKFILL ° ° PAVEMENT LIN �••� •' •• si
° ♦: • t` � ,
ADJUSTABLE HEAD 4"MIN.2500 PSI P.C. t •'• '•'• t �' .,•..•• :.•
° a 4 CONCRETE • : .. .
/ CONCRETE COLLAR •
12 12" 5/8" DOWELS • s, •t.•.••• ,•� s, •t,•dr •
.� • ',i•
18"LONG WITH
24" DIAMETER
INITIAL GUTTER ,...,
BOX / BACKFILL ° TOP OF HARRISON FRENCH
/ CULVERT \ a ° a 9"EMBEDMENT CONCRETE �• & ASSOCIATES , PLLC
\ • 17'-0" LIGHT POLE- GUTTER
#3 TIES @ 18"o.c. ° PER ARCH. SIZE OF RISER PIPE PER LOCAL CODES
\ �� CONCRETE SEA PLAN
1705 S.Walton Blvd., Suite 3
� TEMPORARY CAP BASE PL&ANCHOR i l l l l l i l
45° BEND GUTTER
/ \ 6"BEDDING(MIN.) ALL CONDUIT o° o °° ° Bentonville, Arkansas 72712
BOLTS- ° ° °°0 °O t 479.273.7780
o°00°000°•° J /1 0°0 000 CRUSHED STONE PER LOCAL CODES
PER LIGHT POLE MFR. - 00•0 ° o o//" 00 °°0°O00
LEVELING NUT 11/2"NON-SHRINK, o z 00 0 °° �0°0 o Q f888.520.9685
NON-METALLIC GROUT 0 °0 00° /// °°° °°° ° NOTE: CONTRACTOR TO MATCH TOP OF PAVED GUTTER TO TOP OF CURB AND
o /o° ° ° 00 DIRECTION OF FLOW www.hfa-ae.com
CONCRETE BOX CULVERT 3/4"CHAMFER - Doo° o° -00
°°O°O° THEN TRANSITION GUTTER DEPTH DOWN TO 4" OVER 6'.
(TYP.)
d 5/8"GROUND ROD , ° , °
CONNECTED TO 0 o u o 000 0 °° O° a w ME
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all o 00 °O ° o �w W w o a
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TOP 3 TIES PLUG WYE IF SERVICE LATERAL w Z w z
W W O EQUIPMENT GROUND SEE PLAN FOR PIPE SIZE,
@IRE AT GROUND Z
9"O.C.o.c. a WYE DOES NOT CONTINUE >W
12"MIN. O.D. 12"MIN. 12"MIN. O.D. 12"MIN. ° ° ° LUG-IN POLE _ TYPE,AND ELEVATION
18"MAX. 18" MAX. 18" MAX. 18"MAX. (6)#6 o z J a w v z
/ VERTICAL p a��swW�UoC>
UNDISTURBED / \ UNDISTURBED / \ a ¢ o o o g
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EARTH OR / EARTH OR / FINAL 9 o o=
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/ \ / z \ T.O. FINISHED N.T.S.
Z�ozwwzw�
COMPACTED FILL \ COMPACTED FILL \ BACKFILL
/\ \/ /\ \/ GRADE EL.
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j\ \/ PIPE SPRING %\ z� / 18" 12" 24" 12" 18" �SZ�W HH dD HH
BACKFILL ¢z o s W o z�w z o
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/ LINE / °
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/ / / BACKFILL \/\/\/� a \/\/\/\
HAUNCHING W NNW / / �?. - 31
\ \\ \\ \\ N \\ \\ \\ Z_ O.D. O.D. /
4"BEDDING(MIN.) 4"BEDDING(MIN.) \/ //\///� ° \// FORESLOPE w o
\ UNDISTURBED \ \\ UNDISTURBED \ \ _ TOP OF PAVED o
4' 4' #3 TIE //\ / \ ° /\ \ \ \ EARTH OR /� ` EARTH OR �� /�'` SOD STRIP 4„ GUTTER Q N
S \\ /\\/ /\\/\\/\\ N COMPACTED FILL /\ FINAL COMPACTED FILL X\ //
18"o.c. / / / / / �\ X FINAL = N
BACKFILL �\ BACKFILL NON-REINFORCED U co o
REINFORCED CONCRETE PIPE (RCP) & ALL OTHER PIPES INCLUDING SPIRAL CLASS C CONCRETE. FLOWLINE OF PAVED (n co
SPIRAL RIB PIPE SMALLER THAN 60"O RIB PIPE 60"O AND LARGER j\\j\\/\\/ \\ \\j\\ (MIN. 3,00o PSI) GUTTER w N w
/ / / PIPE SPRING LINE �\ z /� PIPE SPRING LINE z /� 00
/\\ a° \\ \\ INITIAL \ INITIAL
/ i BACKFILL / //. BACKFILL NOTE: FLOWLINE OF PAVED GUTTER TO MATCH CURB CUT U
\// ° a0 WIDTH OF 36 AT OPENING, THEN TRANSITION TO 24" 0 Z z
/\\/\\/\\/ ° /\\/\\ CONDUIT AS WITHIN 6' _
\ .; ;;:. HAUNCHING \ ;;:;:;;. HAUNCHING z U
GENERAL NOTES //\\//\\//\� ° a °° \\//\\//\\/\REQ'D(3/4"MIN.) 4"BEDDING(MIN.) 4"BEDDING 00 zLLI
° a \ \•�\\.�\\.�\\,\/ /\\,�\\.�\\.���\ (MIN.) O
1. BEDDING SHALL BE CLASS I-A WORKED BY HAND. IF 6. FINAL BACKFILL NOT UNDER PAVED AREAS CAN BE
GROUNDWATER IS ANTICIPATED,THEN BEDDING SHALL CLASS IV-A COMPACTED TO 95%STANDARD PROCTOR. j/\ \\\//\\/ \\//\\j\ \\ 4" 1 M 0 d
BE CLASS I-B COMPACTED TO 85%STANDARD PROCTOR. 7 ALL MATERIALS ARE CLASSIFIED IN ACCORDANCE \ \\/\\\ \\ °° ° ° a° ° \\/\\\ \\�\
2. HAUNCHING SHALL BE WORKED AROUND THE PIPE BY WITH ASTM D 2321-LATEST EDITION. //�//\///� \///� �//\ PIPE DIA. W y
HAND TO ELIMINATE VOIDS AND SHALL BE CLASS I-A OR \ \\ \\ \\ /\\/\\/\\ PAVED GUTTER
CLASS I-B OR CLASS II COMPACTED TO 85%PROCTOR. 8. ALL MATERIALS SHALL BE INSTALLED IN MAXIMUM /////////\ e \//\//\//\ J <12" O.D. OF PIPE+(12"TO 18") 7
8"LOOSE LIFTS IN ACCORDANCE WITH ASTM D 698. \\\\\\\\\ ° ° \ \ \ \ U >12" >O.D.OF PIPE+18" N.T.S.
3. INITIAL BACKFILL SHALL BE CLASS I-A WORKED BY HAND, CLASS III AND IV-A MATERIALS SHALL BE COMPACTED \ ° ° a ° \//jj\
SO AN ACLASS
DIP OC ORSS II COMPACTED TO 85% NEAR OPTIMUM MOISTURE CONTENT. \ \ / IN
°
9. FILL SALVAGED FROM EXCAVATION SHALL BE FREE OF \\ \\ \\ \ WATER LINE SANITARY SEWER
4. INITIAL BACKFILL NOT UNDER PAVED AREAS CAN BE DEBRIS, ORGANICS AND ROCKS LARGER THAN 3". �// /�//� ��/�//� / / \///\///\///\� _ N.T.S. GENERAL NOTES N.T.S. PAVEME
FILTER FABRIC WITH
CLASS III COMPACTED TO 90%STANDARD PROCTOR.
10. ALL TRENCH EXCAVATIONS SHALL BE SLOPED, 21011 _� 8" MIN. OVERLAP.
5. FINAL BACKFILL SHALL BE CLASS I, II, OR III COMPACTED SHORED,SHEETED, BRACED, OR OTHERWISE 1. BEDDING SHALL BE CLASS I-A WORKED BY HAND. IF 6. FINAL BACKFILL NOT UNDER PAVED AREAS CAN BE PAVEMENT AGGREGATE BASE
AS NOTED IN NOTES 3.AND 4. SUPPORTED IN COMPLIANCE WITH OSHA REGULATIONS GROUNDWATER IS ANTICIPATED, THEN BEDDING CLASS IV-A COMPACTED TO 95%STANDARD
AND LOCAL ORDINANCES. (SEE SPECIFICATIONS) SHALL BE CLASS I-B COMPACTED TO 85%STANDARD PROCTOR. 4" DIA. PERFORATED POLYETHELENE
PROCTOR. PIPE WITH SOCK
7. ALL MATERIALS ARE CLASSIFIED IN ACCORDANCE
2. HAUNCHING SHALL BE WORKED AROUND THE PIPE WITH ASTM D 2321-89. 18" CLEAN #57 GRAVEL COMPACTED PER
STORM SEWER TRENCH AND BEDDING C6)LNT.
GHT POLE BASE BY HAND TO ELIMINATE VOIDS AND SHALL BE CLASS 8. ALL MATERIALS SHALL BE INSTALLED IN MAXIMUM 8" DOT AND LOCAL SPECIFICATIONS
1O N.T.S. S. I-A OR CLASS I-B OR CLASS II COMPACTED TO 85% LOOSE LIFTS IN ACCORDANCE WITH ASTM D 698. A" WITH GEOGRID � O
PROCTOR. CLASS III AND IV-A MATERIALS SHALL BE COMPACTED
3. INITIAL BACKFILL SHALL BE CLASS I-A WORKED BY NEAR OPTIMUM MOISTURE CONTENT. 12"
GENERAL NOTES: "L"BAR @�OF COLUMN #4 @ 3" 1'9 1'-3" HAND, OR CLASS I-B OR CLASS II COMPACTED TO 85% 9. FILL SALVAGED FROM EXCAVATION SHALL BE FREE PLAN UD SECTION
1. ALL EXPOSED CORNERS TO HAVE 3/4"CHAMFER 3'-0"GUTTER 44 BAR I~ �s° STANDARD PROCTOR. OF DEBRIS, ORGANICS AND ROCKS LARGER THAN 3".
2. ALL REINFORCING BARS TO HAVE 2"COVER. cn
DEPRESSION cn #4 REINF. BAR w
3. SEE GRADING AND DRAINAGE PLAN FOR PIPE SIZES, LOCATIONS,AND "G" BAR w 4. INITIAL BACKFILL NOT UNDER PAVED AREAS CAN BE
FLOW LINES. NORMAL GUTTER @ 12" �� Q #4 REINF. BAR 10. ALL TRENCH EXCAVATIONS SHALL BE SLOPED, SHORED,
CLASS III COMPACTED TO 90% STANDARD PROCTOR. 1�' OF 4" DIA. UNDERDRAIN
� Q > � SHEETED, BRACED, OR OTHERWISE SUPPORTED IN NOTE:
4. PIPES SHALL CONNECT TO THE ENDS OR SIDES OF THE INLET. w > I 1'-11" COMPLIANCE WITH OSHA REGULATIONS AND LOCAL (SEE LID SECTION)
CONNECTION SHALL NOT BE MADE AT CORNERS OF BOX. Q hI 5. FINAL BACKFILL SHALL BE CLASS I, II, OR III FINGER DRAINS SHALL BE
ORDINANCES. (SEE SPECIFICATIONS) \IIII1//
5. ALL REINFORCING BARS TO BE GRADE 60. 4"DIA COLUMN TE11„ > �� �� COMPACTED AS NOTED IN NOTES 3.AND 4. INSTALLED AT ALL CATCH
6. PRECAST MANHOLE MAY BE USED UNLESS OTHERWISE NOTED OR "G"
J BAR BASINS OR CURB INLETS IN
DIRECTED BY THE ENGINEER. "K"BAR @ 12" G BAR \ ••
7. STEPS ARE REQUIRED IN STORM DRAIN MANHOLES THAT ARE AT 4 FT OF #4 BA 8' 1'-0" 6" PAVEMENT AREAS. ` F SS• •%V,
ll
DEPTH AND GREATER(FROM INVERT TO RIM). CENTERLINE OF MANHOLE ° 10 C UTILITY TRENCH AND BEDDING A FINGER DRAIN IN
LID SHALL BE 2 FT FROM THE WALL WHERE STEPS ARE LOCATED.STEPS �� �� �� �� l'-3" �� 5 N.T.S. `� N.T.S. L
(6"x 12")SHALL BE COPOLYMER POLYPROPYLENE PLASTIC WITH STEEL SECTION B - B - - -
CORE AT 16"APART. 05 98 v
8. TOP OF MANHOLE TO BE LEVEL WITH FINISH GRADE UNLESS OTHERWISE #4 REINF. BAR #4 REINF. BAR ����� t'GINE��'••
NEENAH R-1773-A o •'
NOTED OR DIRECTED BY THE ENGINEER. USE ADJUSTMENT RINGS AS "A" -------- CASTING FLANGE �cS' •••'••••
RING AND COVER
REQUIRED BUT NOT TO EXCEED 12". = r- 2024.0'4. -p6'00'
9. PIPES SHALL SHALL CONNECT TO THE ENDS OR SIDES OF THE INLET. "K" BAR I r------- I BACK OF CURB
CONNECTION SHALL NOT BE MADE AT CORNERS OF BOX. I w
3-6"OR -6" DIAGONAL#4'S CASTING FLANGE I ---- I w m
PRECAST MANHOLE SPECIFICATIONS @ 8"O.C., E.W. 1 � �
ASTM C478 "B" Q �� 1 U D
24 0 0 0 I I z U HARRISON FRENCH
MIN. 0 0 0 I I U
CONCRETE:4000 PSI AE(MIN.) � RING& "L" BAR � �
JOINT:WATERTIGHT RUBBER GASKET 6" COVER &ASSOCIATES, PLLC
"G" BAR � / A ' I }A COA#P0402
f4j.4"IN5' _ 4"IN10' `NORMAL GUTTER DOWNSTREAM 3'-0" EPRESSION ao UPSTREAM REINFORCEMENT SCHEDULE, BASE GUTTER NEENAH R-1773-A CURB SECTION AA I `- ---J DEPRESSION
RING AND COVER "A" #4's @ 6"E.W. l J -
M loll 2'-0" o "B" #6's @ 6"E.W.
II EXPANSION JOINT "B° '17EXPANSION JOINT
"J"BAR @ 16" "All J"BAR @ 14" TABLE OF'W'DIMENSIONSPIPE
5"rOR"D"=8" PLAN SIZE SKEW OF CROSS DRAIN N GUT TFR�/N
a 11 4"GUTTER SINGLE STRAIGHT 30' 45' F
w z DEPRESSION 24" 4'-0" 4'-0" 4'-10ll
I
o O v o �> 30" 4'-0" 4'-7" 5'-8"
°� z J z COLLAR SHALL BE FINISHED 1/4" ISSUE BLOCK
w 0 ° D 0 z J 36" 4'-0" 5'-3" 6'-5" ASPHALT BELOW THE ADJACENT ASPHALT
0 < ° Q PAVEMENT °
o ° m ° z z 0 4z° 5'-3" 5'-11" T-3" 24 L VARIABLE 24 PAVEMENT GRADE
z D O Oz O LL 48" 5'-10" 6'-7° 8'-0" CONCRETE COLLAR SHALL BE SURFACE MIN. I MIN.
> c 0 TOP CURB p o o- p �, TOP CURB 60" 7'-0" 7'-10" 9'-8" FINISHED 1/4" BELOW
NORMAL GUTTER c3' 0 c3' NORMAL GUTTER SEAL JOINT WITH AC ONCRETE CURB
ov p U a DOUBLE FOR"A"SECTION ONLY ADJACENT ASPHALT
g U � 24" 7'-0" 7'-10" 9'-5" PAVEMENT GRADE ,
c> X Q DEPRESSED U E DEPRESSED GUTTER 30" 8'-2" 9'-2" 11'-0"
N BOTTOM CURB n T I� BOTTOM CURB 36" 9'-4" 10'-6" 12'-6" I 4" MIN.
0 0 "N" - - I I ASPHALT -
-- -- 3500 PSI i� z I I 42" 10'-6" 11'-loll 14'-2" VARIABLE
m P.C. CONCRETE
° H + 48" ll'-8" 13'-2" 15'-10" PAVEMENT 4" MIN. VARIABLE-] 24" MIN.
SURFACE
_ REINFORCEMENT SCHEDULE,WALLS
o = °"
> O o i [ J w 2
° m Q SECTION WIDTH("W') HOR. VERT.
00 - 4' #4's @ 9" #4's @ 10" W
o - o a "All BETWEEN 4'&7' #6's @ 9" #4's @ 10" I W w STORE N0. 412
o GREATER THAN 7' #5's @ 4 1/2" #4's @ 10"
N w �° 4' #4's @ 6" #4's @ loll C� Q
LL I B BETWEEN 4'&7' #6's @ 6" #4's @ 10" Q m DOCUMENT DATE: 08/02/2022
ea 73 Q 4" MIN. I w = I
o "W'(4'-0")MIN. z TABLE OF"T"&"N" DIMENSIONS H F.- CHECKED BY: WFM
LL ° z EXISTING MANHOLE z ¢ w
O I SECTION WIDTH("W') "T" "N" D" w U CD w DRAWN BY: DAG
w U 'I BETWEEN 4'&7' 6"+PIPE THICKNESS 8" 6" W D w o NOTE:
0f U) L A GREATER THAN 7' 6"+PIPE THICKNESS 8" 8" I d U
o Q 1. FOR CONCRETE COLLARS ON FLAT TOP STRUCTURES, PROTO CYCLE:
00 4' 6"+PIPE THICKNESS 8" 8" d Q
m B BETWEEN 4'&7' 6"+PIPE THICKNESS 10" 8" VARIABLE a 00 COLLARS SHALL BE PINNED TO THE TOP WITH TWO
#4 BARS (ONE ON EACH SIDE) IN THE DIRECTION OF
N REINFORCEMENT SCHEDULE,TOP I TRAFFIC.
DIMENSIONS STEEL SPECIAL PATTERN
�j\\\j \j\\\j\\\j\\\j\\ COMPACT w1 =TOR LESS #4's @ 8"E.W. DIAGONAL @COVER SET CASTING TO 1/4" BELOW 2. CONCRETE COLLAR SHALL EXTEND NO MORE THAN GRADING & UTILITY
\ \ \ \ W2=7'OR LESS #4's @ 8"E.W. DIAGONAL @ COVER PAVEMENT GRADE ON BRICK OR
SUBGRADE /\ / \/\\/\\/\ / 12" INTO ROADWAY OFF FRONT EDGE OF CASTING. DETAILS
b C INVERT CHANNEL SHAPED TO 90%STD. 1' "N" "W'(4'-0")MIN. "N" 1' W1 =7'OR LESS #4's @ 8"E.W. DIAGONAL @ COVER ADJUSTING RINGS MORTARED IN PLACE
W/2,500 PSI CONC.(MIN. 1" PROCTOR W2=7'OR GREATER #4'S @ 6"E.W. DIAGONAL @ COVER CATCH BASIN COLLAR FOR RECTANGULAR
E o PER 12"SLOPE) W1 =7'OR GREATER #4's @ 6"E.W. DIAGONAL @ COVER SECTION A-A STRUCTURES - SECTION A-A
�� o SECTION "A"-"A" ELEVATION W2=7'OR GREATER #4's @ 6"E.W. DIAGONAL @ COVER NOT TO SCALE
CV O
NOT TO SCALE
p
M
Q" 3 CURB INLET WITH EXTENSION 2( ) NHOLECOLLARMA DETAIL CATCH BASIN COLLAR - RECTANGULAR STRUCTURES SHEET:
z o N.T.S. N.T.S. 1 N.T.S. C9 . 3