SW1240301_Plansheet - Misc. Detail_20240923 (2)

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Q n 0 TOP OF ENDWALL NOTES: 0
DETAIL SHOWING TYPES OF GRATES 3/ + T d Q 43 NOTE: USE TYPE E' , F ANO G GRATE d Q Q Q
2' 11 .4 1 „ Q - UNLESS OTHERWISE NOTED. Z z Z H=
USE ACCORDING TO wl�TER FLOW. 1 -z ��z ra � U
B -[! t-E 0 GROUT 5" MIId, ?IPE OPENING THIS PRECAST ENDWALL MAY BE USED FOR THE FOLLOWING -
LL J w o-i LL J w k-+ Z STANDARDS: 838.01, 538.11 , 838.21, 838.27, 839.33, LL J H
[►7 - B Cc U] - 608.39, 930.51, 836.57, 838.63 AND 838.69. a Cl7
TYPE "G'r TYPE "E" TYPE 'r F'� A A "� w LL L1I Q LL INSTALL PRECAST END'NALLS WITH WINGS AND FAY LU Q<LL
1 I gT8„ ¢U fr 0 CD M1 ¢U rr 0 ED Wl C51'RCP D B FOR IN ACCORDANCE WITH SPECIFICATION SECTION B38. Q U oC C'3
�c Cl7 ~0 w _ _ tV �'� C►7 ~ LU USE PROVIDE aALLIREOINFORCING STEEL NMICH MEETS ASTM A615 Li. J
��� LU
J A A r>� `II� �LJ_� J
„ 0 cn¢ _ - 0 cn FOR GRADE 6O AND WELDED WIRE FABRIC CONFORMING o Q U)oc GENESIS ENGINEERING
WATER FLOW SAG WATER FLOW 9�g z �� T7d7j z 12" 12"
TO ASTM A1R5 WITH ?" Mild. CI FARANi F. C O L L A B O R A T I V E
CI- ALIGN FRAME WITH INSIDE 0_ PLACE LIFT HOLES OR PINS IN ACCORDANCE WITH � �,..i
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - iV LU EDGE OF WALL TO ALLOW 2>�grr { 21r8rr QD a❑
B 11�,r ' p FOR VERTICAL ADJUSTMENT �; .v. J� - - OSHA STANDARD 1926.7U4. " Q
if" r WA_L SECTION-----,.
ECTION- r q PIPE: TO BE GROUTED INTO ENDWALL AT JOB SITE BY
SECTION - LL SECTION - MM H2 H2 CONTRACTOR,
f' CS/RCP ALL ELEMENTS PRECAST TO MEET ASTM C913. 3360 Martin Farm Road
- 11r rl �_1 J' SECTION BB H1 it - - WELDED WIRE HEFABRIC
SAME
MAY BE r STEEL
FOR DEBAR Suite ^100
I� � AS LONG A5 TfIC SAML AREA OF STCEL I5 PROVIDCD. L
L CHAMFER ALL CORNERS 1'' OR HAVE A RADIUS OF 1". W Suwanee, Georgia 30024
SECTION B-B B = - .- -. - .- Y g
3�r, 4 , � Z PLAN J Tm ¢" I Z - - - - - - - - - 12'' (/)
470.375.2001
1 f 2f - NOTE: THE MINIMUM BAR SIZE SHALL BE #5 BA.RS
CC 0 CAI] FRAMF,GRATF, & HOOn ASS'Y N rr U] ° "" AT 8" CTS-THE CONTRACTOR WILL HAVE THE OPTION J p W W W.g e n eS I Se n g.net
-� WATER FLOW � SAG �- WATER FLOW + ," L
B D.C.{TVP.]
❑ Q rti �r Q Q 8 O.C. (TYP.) 6" C) C5S
LL DO "" ' '" " I � � m REFER TD CHART REFER TO CHART 74 INCREASE THIS BAR SIZE A5 NEEDED, � Q
SECTION A-A 6 2 -O 8 FOR BAR SIZE �.
VIAC� _ _ CD _ = ELEVATION FOR BAR SIZE SIDE c� o
TYPE r,F,r LTYPE "E" LTYPE "tw+" TYPE - E '-' 0 H " = - - H G U H Z w
q o4c Q v L' `� - CL
Q v ENDWALL DIMENSIONS cr W
RAISED FLOW ARROW o K N �, o o ❑ _ \\\���1„IllUull//!
Q l�r1fi�+ HIGH 23, " L M N � " _ 7 MINIMUM MIN. IMAX. MIN./MAX. MIN./MAX. MIN. /MAX. MIN./MAX_ W �� `N CARQ
RAISED FLOW ARROW 244 U) Q �' C N W PIPE I}IA. eAR SIZE H1 H2 D W1 W2 0
�16 HIGH d W M W a Q �
U O Q SECTION - AA 0 H Z 12" I#5 @ 8" 15"!24'r 33"/45" 15"/21" 3fi+'145'' B6"172" ❑ = Q' 9
7 "r r z Z 2 -
= Lr� Q a 15 It5 @ 8 15"!24'' 37"!45"- 15 124 ' 42",/45" 78"J81" `( _
w 1 " L M =�� I I- I F H- U 9 84 _
r" ,l 1 Z2 i N 7' \ C/} _ 1$" g5 C1 8" 15'!24" 40 '/51 15" /3O' 42 '!45" 78'181' (/) ,/mt 11 r 0 N >_ 0 24" #5 @ 8" 18"',132 47"/57'' 21 ''/30" 48°!51 90"/99r` ]- r �'���"w NGINEF-�
1'Y2 r z FRAME PLAN O =
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�g „- Q �' SECTION - JJ Q R rr, r „ I Q CA .,Nj JQ`.
(� f� 1l$ c3`. W w 3r-O�g"r 5 < W LLI 30 �D @ 8 30 ,42' 54 /72 24' 135 54 66' 120 /138 Q ��c`R
q -
11/ ' Q �_I 1� %sr" 1 6' _ R r" g 112 Q D 36"r 05 @ 8" 36"!42" 61"/72" 33142" 63"169 1381141" Q J
11 rr 3 11/2 'R r, z _� _ ii r. 3 R D / 42" 1#5 @ 8" 39"!5P" 68"IS1" 39'142" 72"!81" 144"1159" Z
1 �I I� 0 C] j� - 6 / " r
4 2r� 1 13 ,r B LL v > f "r 2r 0 r Err - 1 _N LL ,lty4 48 1#5 A 8" 42 152 75 /84 ' 39 /4 2 78 !81' 155 /159 a CI}
` 54" ##5 C@ 8" 48"!60 82"/102" 39''/48 84"!111" 162J 189" Q
y �^ -�' 6", 1 11r2„ y
11 f2 rr �, 1 Y2'� !��$+" 1 2,r 31,F+ S 3' 0 + 3 r 3 r" 0 3� P LAN 60" 05 La 8" 54"160" 89"1102" 39"/48" 89"J111" 1651,1189„ 0
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1 r� Ik£rr 66" 1#5 C4 8" 54"!60 9611 02 :39"/4H" 9H"1111" 1""/1 F39"
13�4r, � SECTION A-A � fg"+ SECTION - KK 2'-11!z2" I I 45/g" 72 95 @ 8" 54 ,r60 103 !108 39148 103"!111 177"/201"r
TYPE - F SECTION A-A SHEET 2 of 2 R SHEET 1 OF 2 SHEET 1 OF 1
TYPE G m� _ HOOD ELEVATION SECTION - RR
0 840 . 03 840 ■ 43 838 . 80
GENERAL NOTES: Z Z
BACK OF CURB FRAME �aRATE AND HOOD 0 0 A 6'-0"
SEE STD. NO. 840.03 usF C.I ass "B" CONCRFTF THROIJGHR JT- ,�V} S w w
x ' PROVIDE ALL CATCH BASINS OVER 3' 6" IN DEPTH 'KITH STEPS 12" Q Q EXPANSION JOINTS ¢}Q
ON CENTER. U5E STEPS WHICH COMPLY WITH ST7. CRANING 840.66. Q � - 6++ P
TOP VHLEVATIION OPTIONAL CONSTRICTION - MONOLITHIC POUR, 2" KEYWAY, OR 94 BAR ➢0MELS AT
Z�=[J 4 -6 4'-6" Z[-- r - - - - - - -
cc
12r' CENTERS AS DIRECTEC' BY THE ENGINEER. J Q,O, 94 BARS &r, 6" J 0 H r - - - - - - - - - - -
Y P.' o o' Y r USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB. CD(D(/] EQUAL SPACES STD. 84D.03 FRAME, �0 M I
p o GRATE & HOOD Ico
-
y IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB LLI Q QLL1 1 LLI¢QLL = I I IAS SHOWN ON STD. NO. 840.00. �U 0 ~� 0Q °� Q °� TWO WAY IIITWO WAY6" BUSE TYPE "E", "F'' AND "G" GRATES UNLESS OTiERN'ISE INDICATED. y F_Z 1 Z 0 0 IE l 0LLl CLEAN OUT = CLEAN DUT
FO4 W-Or+ IN HEIGHT OR LESS JSE B" WALLS AND BOTTOM SLAB. OVER LL�--r J LL H J
B'-O" TO 16 -0" IN HEIGIT USE 8•' WALLS AND 30TTOM SLAB. ADJUST Cr fl d - - !7 C) d _
c o • •v o' 7. •.P ;v• (1LlAldTITIES ACCORDINaLY. l v
o MAXIMUM DEPTH OF THIS STRUCTURE FF.OM TOP OF BOTTOM SLAB TO TOP ELEVATION l q¢ P LAN > DO
'• .o H TL a
IS 16' U STD. N0. 840.45 G01NTROLS MAXIMUM DEPTH IF PRECAST BOX IS USED. a�--" L7r/, c "t CL�"
PLAN 3' SEE NOTE [V w❑ ¢ ¢ _j L CURB AND GUTTER WITH CATCH BASIN Old STEEP GRADES [V LU I I I SAMPLINGI -
x CONSTRUCT WITH PIPE CROWNS MATCHING. r 0 o Q L m < CD
SECTION X-X CHAMFER ALL EXPOSED CORNERS 1". ; TOP r PORT
TOP ELEVATION DRAWING NOT TO SCALE. � w
n USE ON FLAT ELEV. EXPANSION JOINT 6 I 2 24" DIA. CAST I I I �,
GRADES 2% AND U14DER L - - - - - IRON COVERS - - - J I
TOP ELEVATION -
- � - _ 7--
"T
_ _ _ L - - - - - - - J
SEE STD. NO. 840.03 STEPS - STD. NO. 640.66 51cPS 31U. NO. 84}.6E DEPRESSED GUTTER LINE
S EXPANSION JOINT o 13 O VENT I V)
�' HEAVY DUTY TRAFFIC �/
s CP ELEVATION - - - - - - - PLAN OF TOP SLAB SECTION S-S - _ - - -_ - - = J� NEENAH R-1916-D NON-ROCK Q LL)ELEVATION °C "' - - -
A 0 Z 0 Z LETTERED "GREASE TRAP" z° LL LL SLOPE 1/8"PER FT.° tNOHAIAL CUHt3 ANU GUI1=H DN L1GH1 GHAULS J- CO N7 0 � CLEAN OUT CLEAN OUT Q O
.'G•-•.a' .❑' '.v' �•- T ❑ E-'-I 'o z z 2'-0" 2,-0"�
T r� Q w NORMAL GUTTER LINE � Q a BUILD UP LID T.D.G. SAMPLING l--1 O
.� m I�-E 6" E #8 "W'r BARs #4 RAP B , EXPANSION JOINT s„ im o T.O.G. AS REQUIRED(TYP) PORT Q M
SECTION Y-Y 6" ,• 6" q. Q CL TOP Q CL 0
0 U a N
USE ON GRADES vER 2% ELEV. o = CAST IRON I I Z = W I�
�. Dj
�� p U - a EQUAL SPACES - PIPE DN
RISER HT. ° P g'. v ~ _ - - - DEPRESSED CUTTER LINE ~ LC1 DUCTIBLE f l f f J Q N
VARIES :c ° Q `° la" l 6�_Ol, Q = cv IRON PIPE
% I a
V 0 EXPANSION JOINT MAX. CD
_� 'a L ° ° Z a G" 1 -1 U .. Q W = TYP. I I C.I.P. ON LU z w U) Ez-I
9 n ' SECTION J-J � � �:•. p.� .:.• .�•.•. -.:::�•..• ':'�• Q W
WHERE 3C" TO 38" PIPE IS USED ~ ~ ~ DOWEL ELEVATION [- ~ a D.I.P.TYP.
n SEE NOTE) SECTION M-M CC SECTION R-R NORMAL CURS AND GUTTER ON STEEP GRADES W J a W O
WHERE 30" TO 36" PIPE IS U3-D w4ERE 42'' r0 54" PIPE IS USED Q CC T Q V r 6'r INLET 6" 4" Q Q LJJ O Lij
Q
MINIMUM DIMENSIONS AND !QUANTITIES FOR CONCRETE CATCH BASIN BASED ON MIN. HEICiNT H WITH NO RISER r l
RISER HT. z n * z • 1--i U
v DINENSION3 OF BOX AND PIPE COVER GU.YDS. CONC. ;N BOX DEDUCTIONS ❑ Q v� �� 6n OUTLET Uj
VAH1E5 .a: ',-� N < PIPE SPIN WIDTH WIDTH SPAN MIN. HEIGHT CIMENSIO.N BARS U BARS-V BARS-W TOT. COIC- DNF PiaE
1 J 0 0 OTAL TOP BOTTOM OR SIN.M°N p L� MANUFACTURER .., � v a („� _ � 2
_ - _ _ - _ _ _ _ a ❑, ❑ A R C G H E F up. LENGTH NO- LEPJGTH N0. LENGTH ERS- SLAB SLAB HEIGHT H C-N- R_C- K 3'VENT SEE
a . ' e::'' '.o::: o; LABEL STENCILED
v, ks M A r _•� c a . t . ,7' 3' 0'r 2' 2'r 2' A' - O.235 0.772 0.015 O.D2Fi J
o,1 �, A------------ o 15, 3'-0" 2'-2" 3'-U" 0.235 0.P29 U.U23 ❑.v36 U ON TANKS INTERIOR f SAMPLING Q J LL) W
A of °, 38' 3' O" 2'-2" 3' 3' 0.235 0.1$! 0.033 0,p49 WALLS q PORT a = Ur
24"' 3'-0'r 2'-2'r 3'-9" 0.235 1.001 0.059 0.085 6"W/STEEL ENLARGED z
�'. P 30r 3' 0" 2 2"' 3r L" 4'-3'r 1' 2' 4' 0" 4 1, 5" 2 3' 9" 3 3' 9" 39 0.123 0.321 1 .433 0.092 0.127
36" 3'-O" 2'-2" 3 -10" /'-9" ,,.$' p" 4 1' 1," 3'-9" 3 3'-9" 43 0.161 0.358 , .7,4 ❑-132 ❑.,7s r' �^ LL REINFORCEMENT VIEW DETAIL LU O LL-
4'- l�-1 Q 2
vl _ _ � _
WHERE 42" TO 54" PIPE IS USED '. a o 42 3'-0" ?'_?' 4' S" 5'•3" 1'-5' 3' ?" 4 1' 8" 2 7'-11" 3 7'-11" i2 (1,112 O-31R 1738 0.180 0.243
48' 3 -U" 2'-2" 5'-U" 5' 9" 2'-0 3'-2'• 4 2'-3' 3 2'-11" 3 2' 11" 35 U.145 U.352 2.C52 0.235 0,317 d� U V) ~
DETAIL SHOWING METHOD LLl � J z Z �/ W W
54`' 3'-0" 2'-2" 5'-7" 6'-3" 2'•7" 3'-2" 4 2'-f0" 5 2'-11" 3 2'-11" 41 p.150 0.388 2.387 0.297 ❑.4Gy - - _ a ". -d- - -8
OF RISER CONSTRUCTION PLAN PLAN SHEET 1 OF 2 SHEET 2 of 2 O � Q J
840 . 02 nISEn HAS .226 CUBIC YAnD4 OF CONCRETE rER FOOT HEIGHT 840 . 02
A� Ors 2/3 OF TOTAL WIDTH A 0 a O O J N Q
V"F ■ L GREASE INTERCEPTOR DETAIL 00 U
TOP OR EOP ELEVATION SEE TABLE FOR A SCALE: 3/8"= T-0"
AS INDICATED ON PLANS CASTING TYPE REVISIONS
BRICKS 4" MIN. MAX NOTES: AUGUST 2024 EDITION SHEET5-52 REVISED10101122
12" OF 8,000 LB. BRICK 1:2 MORTAR 1. DETAILS SHOWN ARE MINIMUM STANDARDS. STANDARDS REQUIRED BY JURISDICTIONAL TOWN COMMENTS 02/19/2024
AGENCIES SHALL SUPERSEDE DETAILS SHOWN ON THIS DRAWING AND SHALL BE UTILIZED
-' I I II II I II1=1 II I I DURING CONSTRUCTION. CONTRACTOR SHALL OBTAIN APPROVAL FROM THE INSPECTOR FOR TENANT REVIEW 05/02/2024
JURISDICTIONAL AGENCIES PRIOR TO ORDERING OR INSTALLING DETAILS SHOWN.
CEMENT PLASTER PRECAST 2. DURING CONSTRUCTION, CONTRACTOR SHALL LEAVE OUT BRICK AT SUBGRADE LEVEL. EXCAVATED TRENCH WIDTH OWNER & MSD COMMENTS 06/14/2024
CONCRETE WALL
z 3. DETAILS SHOWN INCLUDE BLOCK/BRICK OR PRECAST CONCRETE DRAINAGE STRUCTURES.
p EITHER STRUCTURE CAN BE ON A PRECAST OR CAST-IN PLACE BOTTOM AS SHOWN. INVERTS FINISHED GRADE JURISDICTION COMMENTS 07/03/2024
D-SEE TABLE ECCENTRIC CONE SECTION _
OF STRUCTURES SHALL BE CONSTRUCTED SO THAT THEY DRAIN TO PIPE OUTLET.
Q w (CONTRACTOR CAN ALSO USE III-� �_ NCDEQ SUBMITTAL 09/19/2024
z In CONCENTRIC CONE SECTION) 4. TOP SLAB ON SHALLOW STRUCTURES CAN BE CAST-IN-PLACE WITH REINFORCING AS SHOWN _ -
Q LU OR PRECAST TO WITHSTAND H-20 TRUCK LOADING. MAINTAIN UNIFORM
z INVERT SHAPED
Ln 0 TRENCH WIDTH -� 6" MIN. COVER FOR 4" - 48" DIA** SCHEDULE SCHEDULE SCHEDULE SCHEDULE INLET PIPE TO TERMINATE
U TO DRAIN DIMENSION CHART FOR BRICK OR PRECAST MANHOLE OR INLET I - 24" MIN. COVER FOR GREATER THAN (1000 GALLON) (1250 GALLON) (1500 GALLON) (2000 GALLON) J 2/3 DEPTH OF WATER LEVEL
48" DIA.**
SECTION A-A CASTING INSIDE TOP DIMENSION APPLICATION GRATE OPEN I D = = MARK DIMENSION MARK DIMENSION MARK DIMENSION MARK DIMENSION 90 DEGREE SWEEP
48"0 MIN. AREA HDPE PIPE A 9'-0" A 9'-0" A 1T-6" A IT-0" K MINIMUM SIZE-4"
R-1773A 27-1/2 CIRCULAR STORM MANHOLE N/A STMH _ _-
o p R-4810 TYPE C 24" X 24" SQUARE STANDARD INLET 1.5 SF DI = = B 5'-0" B T-0" B 6'-0" B T-0" L 0'-3" MINIMUM
� � 8" BRICK HOODED GRATE - C T-0" C 6'-0" C 6'-0" C 6'-0"
z IU R-3015 TYPE A 23 x 16 INLET/CURB INLET 1.0 SF CI _ = M 4'-6"
6" TO 12" D 4'-8" D 4'-0" D 4'-2" D 4'-0"
< w q q R-4882-A TYPE A 34" X 34" SQUARE LARGE INLET CITY 2.8 SF LI = E 4'-6" E T-10" E 4'-0" E T-10" N 0'-6" MINIMUM
U) U -_
CAST IRON MANHOLE STEPS DITCH OR NON-PAVEMENT -_
R-4343 21 X 24 2.4 SF HAUNCHING/INITIAL BACKFILL: NOTE:
NEENAH TYPE R-1981-X DROP INLET CLASS I, II, III BACKFILL MATERIAL G 0'-2" G 0'-2" G 0'-2" G 0'-2"
INVERT SHAPED GREASE INTERCEPTORS
(MAX. 16" O.C.) - INSTALLED PER ASTM D2321 H 2'-10" H 2'-1 1/2" H Z-7" H 2'-6" ARE FURNISHED AND INSTALLED
TOP OF TO DRAIN BY THE LANDLORD
_ DEPTH (D) BOX DIMENSIONS (W) _ 1 4'-0" 1 6'-0" 1 5'-0° 1 6'-0"
z HIGHEST MINIMUM BEDDING THICKNESS 4"-6"
PIPE SECTION A-A O'To 4' __ _ __
4'AND UP - - - - - - = NOTES:
PIPE SIZE AS NOTE: DURING CONSTRUCTION 4' MIN. UP TO 24" RCP -1 i I-'' -''1-I Eli
EXCLUDING DOUBLE * BAFFLE SHALL COMPLY WITH AHJ FOR S.C.AND N.C.
INDICATED ON PLANS CONTRACTOR SHALL LEAVE OUT BRICK 0 OF LARGEST PIPE PLUS 2'-0" FOR PIPES LARGER THAN 24" RCP REFERENCE ASTM D2321, "STANDARD PRACTICE FOR REQUIREMENTS. FURNISH AND INSTALL AASHTO H-20 LOCKING MANHOLE COVER
AT SUBGRADE LEVEL TO ALLOW WEEP- GRATE INLET UNDERGROUND INSTALLATION OF THERMOPLASTIC PIPE SYSTEM REQUIREMENTS-3000 GAL. AND ACCESSORIES NECESSARY TO SECURE ACCESS TO THE
NON-SHRINK FULL SHAPED INVERT IF FOR SEWERS AND OTHER GRAVITY-FLOW APPLICATIONS."
GROUT SPECIFIED ON PLANS HOLES FOR DRAINAGE AFTER PLACEMENT GREATER THAN 10' TYPICAL SINGLE INTERCEPTOR CAPACITY 1500 GALLONS GREASE INTERCEPTOR.
OF BASE & PAVEMENT BRICKS SHALL BE 5' MIN. UP TO 36" RCP PROVIDE NEENAH R-1916-D WATER TIGHT, HEAVY DUTY LID,
< . .: AND DOUBLE GRATE g OF LARGEST PIPE PLUS 2'-0" RCP FOR PIPES LARGER THAN 24" RCP H DPE BEDDING DETAIL VERIFY GREASE TRAP REQUIREMENTS WITH LOCAL CODES FRAME,AND TAMPER PROOF MCGARD BOLTS. THE
,A. GROUTED IN TO CLOSE WEEP-HOLES. DROP INLET
NOT TO SCALE PROVIDE HS-20 TRAFFIC RATED CONTRACTOR SHALL HAVE THE MFGR SHIP THE LOCKING TOOL
*FOR PIPE ARCHES USE SPAN DIMENSION INSTEAD OF DIAMETER TO PUBLIX DIVISION MAINTENANCE SUPERVISIOR OFFICE-
INVERT ELEVATION **USE ROUND TO RECTANGULAR ADAPTER SECTION WHEN USING PRECAST MANHOLE SECTIONS. • SAMPLING PORT SHALL HAVE A MINIMUM 6 FT HORIZONTAL
PRECAST CONCRETE BOTTOM REQUIRED 4 AND 4 FT VERTICAL CLEARANCE IN ALL DIRECTIONS
EMBED PIPE IN CONCRETE SAND BEDDING OR 3000 P.S.I. CONCRETE ***NEENAH FOUNDRY (OR EQUAL) = GREASE INTERCEPTOR SHALL BE ACCESSABLE AT ALL TIMES
FOR CAST IN-PLACE REINFORCED W/#5 BARS AT 12" O.C. EACH SO AS TO ALLOW FOR MAINTENANCE AND CLEANING WITHOUT
BOTTOM TO DRAIN WAY, 6" THICK CAST IN PLACE SHOWN. IMPEDIMENTS.
STORM SEWER STUCTURE * FURNISHED WITH EITHER ADDITIVES OR COATINGS TO PROTECT
TANK'S INTERIOR TO MINIMUM PH OF 3
NOT TO SCALE
COMPACTED // /�\ EXCAVATION LINE 1. IF ROCK FOUNDATION IS PRESENT, BEDDING THICKNESS SHALL BE Do/12 PROJECT NUMBER:
��\\\ BACKFILL . . . ./ / AS REQUIRED MINIMUM, AND NOT LESS THAN 6". 21-118
2. THE TRENCH TOP ELEVATION SHALL BE NO LOWER THAN 0.1H BELOW
GREASE INTERCEPTOR SCHEDULE
\/\\ Do/6 //�/ FINISHED GRADE OR, FOR ROADWAYS, ITS TOP SHALL BE NO LOWER THAN _ SCALE: 3I8"= 1'-0"
(MIN.) po DO(MIN) \ HAUNCH: AN ELEVATION OF 1' BELOW THE BOTTOM OF THE PAVEMENT BASE DATE:
COMPACTED #57 MATERIAL.
AUGUST 2024 EDITION SHEET 5-53 REVISED D6l3DI24
STONE BEDDING 3. SOIL IN BEDDING AND HAUNCH ZONES SHALL BE COMPACTED TO AT LEAST 12/21/2023
SPRINGLINE \/// /�� THE SAME COMPACTION AS SPECIFIED FOR THE MAJORITY OF SOIL IN THE
MIN. TO Do/3 BACKFILL ZONE.
r - LOWER SIDE EACH SIDE 4. THE TRENCH WIDTH SHALL BE WIDER THAN SHOWN IF REQUIRED FOR 11500 GAL GREASE INTERCEPTOR DETAIL
SHALL BE COMPACTED TO ADEQUATE SPACE TO ATTAIN THE SPECIFIED COMPACTION IN THE HAUNCH NOT TO SCALE
I 95% STANDARD PROCTOR AND BEDDING ZONES.
(ASTM D698) 5. FOR TRENCH WALLS THAT ARE WITHIN 10 DEGREES OF VERTICAL, THE DETAILS
COMPACTION OR FIRMNESS OF THE SOIL IN THE TRENCH WALLS AND
BEDDING °/3 LOWER SIDE ZONE NEED NOT BE CONSIDERED.
THICKNESS MIDDLE BEDDING LOOSELY 6. FOR TRENCH WALLS WITH GREATER THAN 10 DEGREE SLOPES THAT
6" MIN. PLACED UNCOMPACTED BEDDING CONSIST OF EMBANKMENT, THE LOWER SIDE SHALL BE COMPACTED TO AT
LEAST THE SAME COMPACTION AS SPECIFIED FOR THE SOIL IN THE
OUTER BEDDING EACH SIDE �FOUNDATION BACKFILL ZONE.
SHALL BE COMPLACTED TO 95%
STANDARD PROCTOR (ASTM D698)
REINFORCED CONCRETE PIPE BEDDING C � 8
NOT TO SCALE