SW6231105_Plansheet - Other_20240701 (3)

DocuSign Envelope ID:44121A7D-7370-4238-AEE7-F86A2A4A1BD6
Z VARIABLE Z GENERAL NOTES: Z N-) N-) _Tf
TOP OF FILL TOP OF FILL TOP OF FILL O O FRAME GRATE AND HOOD O N N N
ROADWAY WIDTH ,_,} BACK OF CURB SEE STD.NO. 840.03 USE CLASS "B" CONCRETE THROUGHOUT. H}
O O O
Q Q< VARIABLE SLOPE VARIABLE SLOP Q Q X PROVIDE ALL CATCH BASINS OVER 3'-6" IN DEPTH WITH STEPS 12" Q Q N N N
E Q Sjg" ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66. Q \ \ \
GROUND LINE H GROUND LINE H GROUND LINE H H 0('�V H 0 U' V TOP ELEVATION OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR #4 BAR DOWELS AT z�=U CO Lf� L(�
W J�,-,Z LL J a"z o ::°' :. o :° o ::o 0 12" CENTERS AS DIRECTED BY THE ENGINEER. ILL J O,O_, N \
O O co= CROSS PIPES CROSS PIPE O 0 CA= Y ° o A. . •' o _ Y _ _ _ USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB. O 0 0 2 z \ �
rrr�r,r.sr_rrr= T TT/�T a,rr=r'r=rrrmrrr= °'='rr=A'c'rr= T / TT/7T =rrr=°r=rrrm rrr= „r=rrr=rr_rrr= T TT/ T _rrr=ur='rrerrr= v v= W Q Z LL= , ° --- , _ ;°. IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB W Q er LL=
rrr "r !! r i11 Ur U O Ur MI o '.o AS SHOWN ON STD. NO. 840.00. H U U Ur
-
a ='-z'-I ROADWAY CROSS PIPE TYPICAL SECTION ;z 6" B 6" �=�Z'-I
COMPACT AFTER - '0 /O COMPACT AFTER x USE TYPE E", "F" AND "G" GRATES UNLESS OTHERWISE INDICATED.
PIPE IS PLACED ! - - - - - - p1 r _ _ - _ _ _ rir PIPE IS PLACED J J ---- '0:
nr �u & PRIOR TO irr rrr & PRIOR TO o 'o FOR 8'-0" IN HEIGHT OR LESS USE 6" WALLS AND BOTTOM SLAB. OVER ~LL O Cn H W O Cn I-LL O ° COCn
PLACEMENT OF _ TYPE 2 PLACEMENT OF 01__I Q O'-'Q ° o D 8-0" TO 16'-0" IN HEIGHT USE 8" WALLS AND BOTTOM SLAB. ADJUST O~'Q
FILL "y �� : 'rrr GEOTEXTILE •. rrr FILL O Cn _ if _
O CA '.o '.o-." , ..'•' ••• _ _ Z H SLOPE 3 _ VARI Z H V.
QUANTITIES ACCORDINGLY.
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rrr_rrFrrr=nr r I.D./6 MIN. ,r,• •-'n > VARIA_ _ _ _E SLOPE H ° io .'o .'° CONSTRUCT WITH PIPE CROWNS MATCHING. > Z
I.D./6 MIN. ,� NOT LESS = _ EARTH O 1 6 MAX SEE E CHAMFER ALL EXPOSED CORNERS 1 .
I.D./6 MIN. - Jn�rrr':=rrr_u r= rrr�"r9nra THAN 6" , _ _ _ rn_qr-_ r W 4 _ _______ _- o W=III-nr=.mHu r= -nr „ 4' rr r LLu p PLAN X ° e NOT T W O O
NOT LESS THAN 6' O.D. + 3' NOT LESS THAN 6" 1/2" PER FOOT OF 'H' r O 6 MAX. 1�- ' _ _________�� .irr r�__-______ __ r p DRAWING NOT TO SCALE. r O
BUT NOT LESS THAN 12"
ROCK O.D. + 3' NOR MORE THAN 24" p,p, + 3' A B D ` JOINT '�` D B A TOP ELEVATION SECTION X-X (n
NORMAL EARTH FOUNDATION AS DIRECTED BY ENGR. r r FILLER r r W
ROCK FOUNDATION UNSUITABLE MATERIAL FOUNDATION - -__-____' !- ------ -- a LLI
PIPE I N TRENCH - 1- ___ ,_,CL - - - - - - - TOP ELEVATION
-
L SEEMSTDGNO. 840.03RATE AND 00D STEPS - STD. NO. 840.66
TOP OF FILL TOP OF FILL Z I L Tb _ Te PIPE 3 PIPE Tb L = STEPS - STD. N0. 840.66
TOP OF FILL I
r� T e M 6„ � A 6„ TOP ELEVATION - - - - - - - - - - - -
~ Cr Z x o M � N
H H O ~ GROOVE INSTALLATION TONGUE INSTALLATION O C O l p. - - -: A Z z z z
H MIN. O.D. MIN. O.D. MIN. O.D. MIN. O.D. LL Q LL o �{
MIN. O.D. MIN. O.D. _
SIDE VIEW c� H = �o , 6„ .o' °. _B c� v� o 0 0
GROUND LINE �.y GROUND LINE 7., H H 00 ._,o.o. .,o..a.o .,o.° "To°. E-�I .o..' .o Q LLI
(J� (J� (J�
GROUND LINE •r TYPE 2 PIPE W ° ° T :: = m ,�_, W W W
-- GEOTEXTILE -- ~ W 6 G 6
- - - - - V) a ---------- - N SECTION Y-Y 6„ c 6" o. DQc 2 EL EL EL
= _ -- ---------- LL D _
ru 0 Z H r � ' . Q
=nr=n r=Ar o p .•:=rrPrn=ur_m=m=ur •;' _ COMPACT AFTER 7•.' y �..� `` .
-PIPE IS PLACED 1 W D �r ° o D a a a
.. .. ., .. . ... ., .. ..• .. .'•:. ••::-:� •: .�:• ..:. �;:' '.rrr RISER L17
' rrr •• : '' Z
COMPACT AFTER = _ & PRIOR TO _ _ W �r r (t W O VARIES HT•_ �p 0 Q
PIPE IS PLACED I.D./6 MIN. PLACEMENT OF Q W m -- ------- -,,; Q o .°. Q
& PRIOR TO NOT LESS THAN 6" ur_ur_nr=_m_u rg nr_ur_u, FILL ,rr_nr_rr =u,_n,_ ,q_ryr_u, Q d --- ----- -- rT ❑ _ =y _ _ .a. .a... ° o Q
7 • LLL 1 °.
PLACEMENT OF I.D./6 MIN. LAS DIRECTED H �• 6 W 6" '°" '""o .°' :o .° o
FILL O.D. + 2' I.D./6 MIN. NOT LESS THAN 6" MIN. O.D. MIN. O.D. BY ENGINEER Z ~ X L Z U m T �' ZLU
NOT LESS THAN 6' O.D.+ 2' Q d W T PIPE L w .� Q a W .0 6" T SECTION J-J �' ' '"r"�'� °' cc
� F-
%2" PER FOOT OF 'H' TS e F_ h'I C/) " .o'.;°
BUT NOT LESS THAN 12' Cn � L END VIEW CA CL WHERE 30" TO 36" PIPE IS USED O LJ.I
NORMAL EARTH FOUNDATION ROCK FOUNDATION NOR MORE THAN 24" LL SEE NOTE SECTION M-M
UNSUITABLE MATERIAL FOUNDATION } C LU w cv N
PIPE ABOVE GROUND Q Q y LLI WHERE 30" TO 36" PIPE IS USED WHERE 42" TO 54" PIPE IS USED Q V r
PLAN VIEW O N RISER HT. Z M GENERAL NOTES: r
I.D. = THE MAXIMUM HORIZONTAL INSIDE DIAMETER DIMENSION. DO NOT OPERATE HEAVY EQUIPMENT OVER ANY PIPE CULVERT UNTIL THE PIPE CULVERT HAS Q O Q z cr'_�.T Q V � o
BEEN PROPERLY BACKFILLED AND COVERED WITH AT LEAST 3 FEET OF APPROVED MATERIAL. O = O O - J p1 .�' J O
cc: � [1C V U - - - - - - - - - FFB M _o : o o o M � N �
O.D. = THE MAXIMUM HORIZONTAL OUTSIDE DIAMETER DIMENSION. - - - - - SPRINGLINE OF PIPE "° °
SELECT BACKFILL MATERIAL CLASS III OR CLASS II, TYPE 1 W ISOMETRIC VIEW p:."I �1 A " p U Q"0
H = THE FILL HEIGHT MEASURED VERTICALLY AT ANY POINT ® END TREATMENT DIMENSIONS 6 A o Z
ABOVE AND BELOW SPRINGLINE. "� � E
ALONG THE PIPE FROM THE TOP OF THE PIPE TO THE TOP Q r"�"" o o o
OF THE EMBANKMENT AT THAT POINT. ® D L T T T U °
1 ¢ O
W s b e A B o . o .. � m cD
APPROVED SUITABLE LOCAL MATERIAL. rr W I a LL
rr rr n rr rr rr n n a, oI N
TAKE CARE TO FULLY COMPACT HAUNCH ZONE OF PIPE BACKFILL. 18" 6'-0 23 4 4 6 211/4 25 NOTES: a WHERE 42" TO 54" PIPE IS USED , °� -
nFur_urge UNDISTURBED EARTH MATERIAL o .'.�. ..'. '.'."..: .. ... .o
1 . CONSTRUCT PIPE END SECTION USING #4 REBAR SPACED 9
LOOSELY PLACED SELECT MATERIAL CLASS III OR CLASS II, TYPE 1 rr r- rr rr rr rr rr 7 rr rr DETAIL SHOWING METHOD •
•"•"•' ••'' SELECT MATERIAL CLASS V OR VI FOR FOUNDATION CONDITIONING. ENCAPSULATE 24 8 2 30 4 4 6 27/g 32 EACH WAY AND MEET ALL REQUIREMENTS OF STD. SPEC. 310.
•'•"•'•'••.•: FOR PIPE BEDDING. LEAVE SECTION DIRECTLY BENEATH PIPEK�m N E
UNCOMPACTED AS PIPE SEATING AND BACKFILL WILL WITH TYPE 2 GEOTEXTILE AS DIRECTED BY THE ENGINEER. SHEET 1 OF 3 2. CHAMFER ALL EXPOSED CORNERS 3/4". SHEET 1 OF 1 OF RISER CONSTRUCTION PLAN PLAN SHEET 1 OF 2
ACCOMPLISH COMPACTION. 300■ OJ .30rr 10r_4rr 37rr Orr Orr 6" 335/$" 39" 1310. 03 1840. 02 c z
Q M
TOP OF FILL TOP OF FILL TOP OF FILL O O O O LO U
QH S EXPANSION JOINTS �, 00 J
Q 43" NOTE: USE TYPE "E", 'IF" AND "G" GRATE = Q Q Q o
H V 00
UNLESS OTHERWISE NOTED. MN P�\I 3/4" P z �V 6" E� gr_6rr qr 6rr V m rn
GROUND LINE H GROUND LINE H GROUND LINE H O O 6" 6" Q 1.-,0
LL J H z ry LL_J CL H Z #4 BARS "V" STD. 840.03 FRAME, W J H Z 1= -
rrr SIIIv BI_III_ 111=r1r=11rmlrr= rlr=rll=rrl_rlr_ =rrr=lrr_rrlarlr= rlr_rrr=rr_rrr= =rrr=rrr�rllelrr= WQ�LL= T - 1 O�z @ EQUAL SPACES 2 2 LUjUM z
j v„ 1 GRATE & HOOD z
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ur Ti, rn H U O Uj Q Q H 3" I I �O= 04
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rn rn ,u rn ru rir Q IU-I Ij/8rr I 2�Srr QU OO \ / Q � rU-I
COMPACT AFTER - _ COMPACT AFTER r-_ Z ~1 �=, Z H 2 Z
i PIPE IS PLACED r - - - - r�' r rir PIPE IS PLACED W W
m �u & PRIOR TO in nr m - - - - - i & PRIOR TO U LL O J _ - N N CO LL O J
PLACEMENT OF = TYPE 2 PLACEMENT OF O H Q SECTION - LL SECTION - MM �O H Q = = cn [>C O
FILL _ •...}•... . .,,, GEOTEXTILE _ .. nr FILL z ,U-, �� - z H R jLU R M Q �6'-Q" z H
rir_rrFrr�=nr '•• NOT /ESSIN. ,t,••. -'n r dH M A �� A ALIGN FRAME WITH INSIDE 13/8" CLHCl) PLAN
I.D./6 MIN. I.D./6 MIN. rq� r�ur'-,q':=rn'=u r� rn•`gr=_r"a THAN 6 ,q ru=_W=_•ru-rn=ur= •,n_qr•=_•iri EARTH L,-,O �� EDGE OF WALL TO ALLOW o:.. o� r WO ¢J LLIO
¢ w CURB AND GUTTER WITH CATCH BASIN ON STEEP GRADES
NOT LESS THAN 6" O.D. + 3' NOT LESS THAN 6" 1/2" PER FOOT OF 'H' r C] FOR VERTICAL ADJUSTMENT ;°: 1 rr r eO�� r p m L� r U )
BUT NOT LESS THAN 12" '.o = cc� u, TOP
ROCK O.D. + 3' NOR MORE THAN 24" O.D. + 3' WALL SECTION w ELEV. 6" 1
NORMAL EARTH FOUNDATION AS DIRECTED BY ENGR. T-T M r, u USE ON FLAT EXPANSION JOINT
ROCK FOUNDATION o o T T GRADES 2% AND UNDER
PIPE IN TRENCH UNSUITABLE MATERIAL FOUNDATION SECTION - BB
TOP OF FILL TOP OF FILL TOP OF FILL SECTION - PP SECTION - NN I I _ )
DEPRESSED GUTTER LINE �
6 4 S EXPANSION JOINT 3 0 I I °D 13 0 LU O
0 PLAN J 3 I - z PLAN OF TOP SLAB SECTION S-S �" m �
H H H 0 FRAME,GRATE, & HOOD ASS'Y a aj Er O 0 U) ELEVATION o Z Z
LL Q LL O
Q � _I LL � m NORMAL CURB AND GUTTER ON LIGHT GRADES �„) J
Z J 6" 2r Orr 6" z = _ C-D C _
GROUND LINE GROUND LINE - NORMAL GUTTER LINE Z Q LU 1 Q
MIN. O.D. MIN. O.D. MIN. O.D. MIN. O.D. MIN. O.D. MIN. O.D. ~ Q r rr H IO U EXPANSION JOINT 6r! H CO a J ()
GROUND LINE -- TYPE 2 - - - Q - - -op =� �� 13iq" Q 6 E #8 W BARS #4 BAR 8' TOP J
♦^ _ _ - r�� _ - _ - _ - GEOTEXTILE - _ Z - - Q _ _ O
y y _ y cc W 0) nLO - Q U ELEV. OC L0
=n,_ueur_r n_nr-rrr_=nr_ -n,_u=ur�r n=ur_rrr=nr= 0 a v v p 0 #4 BARS "V" N USE ON GRADES OVER 2% Q = a - �
= r= _ ':: .•::'.•.=rrPrn=ur= n- -ur T............. _ - COMPACT AFTER 76 ... = H K -I� - _ @ EQUAL SPACES .-
V
':. + F-I C\I ' j 3/4'r ^ O U 00 LLI
• ••-• - rrr &IPE IS PRIOR POACED -. - : „r a L M N cN L 0) p� N Q - - DEPRESSED GUTTER LINE a Ln N ,y
. I.D./6 MIN. - PLACEMENT OF _ W I" loll 6'-0" LLI L
NOT LESS THAN 6" ur_ur_nr_m_urg nr_ur=u, FILL ,n_nr=_u _ur=.u,g rV®n=u,� O d H SECTION - AA O Z 6" 1r On I I MAX. I O T Z r Q
COMPACT AFTER O.D. + 2' I.D./6 MIN. Z I--1 C3 Z Q Q #4 BARS "U" Z cc=
Q 0 Q � EXPANSION JOINT V �
I.D./6 MIN. AS DIRECTED L -v.
NOT LESS THAN 6" MIN. O.D. MIN. O.D. BY ENGINEER Q 1�2" Q W - w
PIPE IS PLACED NOT LESS THAN 6' O.D.+ 2' Q d �--I _ _ - X Z
& PRIOR TO 1,12" PER FOOT OF 'H' - �! UA DOWEL ELEVATION P I ' _
PLACEMENT of BUT NOT LESS THAN 12' U) C7 �� Irr °D
FILL NORMAL EARTH FOUNDATION ROCK FOUNDATION NOR MORE THAN 24" U. \ to SECTION R-R NORMAL CURB AND GUTTER ON STEEP GRADES W 0
UNSUITABLE MATERIAL FOUNDATION L m N � z I� N (/)
} C J FRAME PLAN >' ^ O }
PIPE ABOVE GROUND Q SECTION - JJ Q Q z T >_ LU H 7
3 3 rr 5 � W W MINIMUM DIMENSIONS AND QUANTITIES FOR CONCRETE CATCH BASIN(BASED ON MIN. HEIGHT, H, WITH NO RISER) � Z L �J,J T Z
GENERAL NOTES: 0 4 �'r 3'-0%8 5/8" Q FE (n DIMENSIONS OF BOX AND PIPE COVER CU.YDS. CONC. IN BOX DEDUCTIONS O Q r m /y�
DO NOT OPERATE HEAVY EQUIPMENT OVER ANY PIPE CULVERT UNTIL THE PIPE CULVERT HAS Q O 1�6rr m 11 rr 1 rr Q Q = PIPE SPAN WIDTH WIDTH SPAN MIN. HEIGHT DIMENSION BARS-U BARS-V BARS-W TOT. GONG. ONE PIPE Q �/ C CD Q
I.D. = THE MAXIMUM HORIZONTAL INSIDE DIAMETER DIMENSION. _I �6_I rr /2 TOTAL TOP BOTTOM FOR MINIMUM C� LJ- C
BEEN PROPERLY BACKFILLED AND COVERED WITH AT LEAST 3 FEET OF APPROVED MATERIAL. O 'I I R O EIGHT H
� _ ;� ilk� 3 R LL� � D A B C G H E F N0. LENGTH N0. LENGTH N0. LENGTH LBS. SLAB SLAB H C.M. R.C. w
O.D. = THE MAXIMUM HORIZONTAL OUTSIDE DIAMETER DIMENSION. - - - - - SPRINGLINE OF PIPE W �,I\ Q x O 12' 3'-0" 2'-2" -- -- 2'-9" -- -- -- -- -- -- -- -- - - 0.235 0.772 0.015 0.026 J T
CC > n r rr rr N 1 N LL 15" 3'-0" 2'-2" 3'-O" 0.235 0.829 0.023 0.036 O 2
H = THE FILL HEIGHT MEASURED VERTICALLY AT ANY POINT SELECT BACKFILL MATERIAL CLASS III OR CLASS II, G „ rr 1 rr 6 2 -O 6 �_ /2 1 rr L
T j/2 r, _ ->.-� /I 18" 3'-0" 2'-2" 3'-3" 0.235 0.887 0.033 0.049 r Z
ALONG THE PIPE FROM THE TOP OF THE PIPE TO THE TOP ® BELOW SPRINGLINE. 'I 6 6 3/ r, 24" 3'-0" 2'-2" 3'-9" 0.235 1.001 0.059 0.085
OF THE EMBANKMENT AT THAT POINT. ® 3/Irr 3'-Orr �3�23/ r 12 30" 3,-0„ 2,-2„ 3,-4„ 4'-3" 1, 2„ 4,-O,r41, 5„ 23'-9" 3 3' 9" 39 0.123 0.321 1.433 0.092 0.127 O
r,
APPROVED SUITABLE LOCAL MATERIAL ABOVE SPRINGLINE. � T Q LLI
r 36" 3'-0" 2'-2" 3'-10" 4'-9" l'-8" 4'-0" 4 1'-11" 3 3'-9° 3 3' 9" 43 0.161 0.358 1.714 0.132 0.178 � 1
TAKE CARE TO FULLY COMPACT HAUNCH ZONE OF PIPE BACKFILL. UNDISTURBED EARTH MATERIAL SECTION - KK � j r, 1�1 5 r 42" 3'-0" 2'-2" 4'-5" 5'-3" V-5" 3'-2" 4 1'-8" 2 2'-11" 3 2'-11" 32 0.112 0.318 1.738 0.180 0.243 J 0
2'-11/2 4/8 48" 3'-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 C
LOOSELY PLACED SELECT MATERIAL CLASS III OR CLASS II, TYPE 1 Z G
SELECT MATERIAL CLASS V OR VI FOR FOUNDATION CONDITIONING. ENCAPSULATE 54" 3'-0" 2'-2" 5'-7" 6'-3" 2'-7" 3'-2" 4 2'-10" 5 2'-11" 3 2'-11" Al 0.180 0.386 2.387 0.297 0.401
FOR PIPE BEDDING. LEAVE SECTION DIRECTLY BENEATH PIPERgKM WITH TYPE 2 GEOTEXTILE AS DIRECTED BY THE ENGINEER. SHEET 2 OF 3 R SHEET 1 OF 2 SHEET 2 OF 2 (n Q
ACCOMPLISH AS PIPE SEATING AND BACKFILL WILL SECTION - RR * RISER HAS .228 CUBIC YARDS OF CONCRETE PER FOOT HEIGHT Z }ACCOMPLISH COMPACTION. 1300. 01 HOOD ELEVATION 840 .03 840.02 O �
FLEXIBLE PIPE ZO o Z
3 ti
rr H
Q Q DETAIL SHOWING TYPES OF GRATES 2r j j3/rr 2 Q Q NYLOPLAST 24111NLINE DRAIN: 2724AG X
Round Corrugated Steel Pipe Round Corrugated Aluminum Pipe Q „ Q --
2 2/3 x 1/2 corrugation ** 2 2/3 x %2 corrugation ** fzI U USE ACCORDING TO WATER FLOW. j j2 �z-ICr
CD
LLJ�Hz B LL_jCL
O O = O O 2 \\1111111111///
Diameter Minimum cover Maximum Height Ofi Cover (fleet) Diameter Minimum cover Maximum Height Of Cover (feet) (n (n (1,2) INTEGRATEDDUCTILEIRON \\\ /
inches inches (Ga) 16 14 12 10 8 inches inches (Ga) 16 14 12 10 8 LLI Q z LL rr rr rr rr rr rr LL,Q Z LL FRAME&GRATE TO MATCH BASIN O.D. ��\\\ Y C A RQ''�ii
112 12 204 5 12 162 256 12 12 15 12 123 155 218 174 281 275 Q U C O,� TYPE G TYPE E TYPE F ,a A A j'IT 7 rr Q U Cr O a 5.06 ��
C.'3 I 9/$ C3 ADAPTER SIZE 8 �� O `SSA
18 12 135 169 239 18 12 81 102 144 187 228 U H LL O J `\ CO H LL O_J pO 18"MIN WIDTH GUIDELINE 6" 15 00 � = QQ`O
21 12 115 145 204 21 12 69 87 123 160 195 OCj) I 9�$„ z O U) 10, 15.00 - SEAL
24 12 100 126 178 24 12 60 76 108 139 171 -� - _00
z H WATER FLOW SAG WATER FLOW E-
30 12 79 100 142 27 12 67 95 123 151 �>-1 T 1-,>_, 12' 15 Do 12' 15.D0 =y D� ,,,,II" ����'
36 12 65 83 117 152 30 12 60 85 111 136 r a Q - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - r CL p 8' 0D0 Wl.R?W
W W 8"MIN THICKNESS GUIDELINE i
42 12 55 70 100 130 160 36 12 50 71 92 113 24' 0.25 i k
48 12 48 61 87 113 139 42 12 60 78 96
r g 1/2x
54 12
77
00 123 48 12 52 68 84
60 12 54 69 190 111 54 12 46 50 774 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ wp0\/
66 12 81 100 60 12 50 62 j rr 5 ,r TRAFFIC LOADS. CONCRETE SLAB DIMENSIONS ARE FOR ///11111111\�3�5/2024
1/2 /$ MINIMUM PIPE BURIAL GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE
72 12 74 91 66 12 51
78 12 81 72 12 41 I SECTION B-B INVERT ACCORDING TO DEPTH PER PIPE DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS,
MANUFACTURER TRAFFIC LOADING,&OTHER APPLICABLE DESIGN FACTORS.
84 12 69 Z03a PLANSITAKE OFF RECOMMENDATION ' SEE DRAWING NO.7001-110-111 FOR NON TRAFFIC INSTALLATION.
13/n Ij/n I G �z-1
** FOR DIFFERENT CORRUGATIONS AND ARCH PIPES REFER TO cc F- - WATER FLOW SAG E WATER FLOW �- L DC
ROADWAY DESIGN MANUAL OR MANUFACTURERS SPECIFICATION. O Q O 0 Q
LL J SECTION A-A LL = m
REFER TO THE FOLLOWING FOR PIPE SPECIFICATIONS O J U = : it (3)VARIOUS TYPES OF INLET&OUTLET ADAPTERS AVAILABLE:
Z Cn Z U � y 4"-24"FOR CORRUGATED HDPE(ADS N-12IHANCOR DUAL WALL,
CSP AASHTO M36 � ~ J TYPE "F" TYPE rrErr TYPE "G" TYPE - E � Z Q ADSIHANCOR SINGLE WALL),N-12HP,PVC SEWER(EX:SDR35),
CAAP - AASHTO M196 Q N 00 Q Q U PVC DWV(EX: SCH 40),PVC C9001C905,CORRUGATED&RIBBED PVC
HDPE * (Minimum fill) 2' for pipe diameters >_ 12" and _< 60" HDPE - AASHTO M294 Q cc (CORRUGATED HDPE SHOWN)
* (Maximum fill) 20' for pipe diameters < 24" O Z RAISED FLOW ARROW „ p
17' for pipe diameters >_ 30" and <- 60" PVC ASTM F949 or AASHTO M304 Q �..� P 3 rr %6" HIGH 23/� I`- Q ^ 0
RAISED FLOW ARROW 2/4 fJ) Q
PVC * (Minimum fill) 2' for pipe diameters >_ 12" and < 36" NOTES: FILL HEIGHTS SHOWN WERE CALCULATED USING Q d CD %6" HIGH �( _ R
Q LJ.I z
* (Maximum fill) 30' for pipe diameters >_ 12" and < 36" AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS Z �__� W O I O O Z Q Q
Q d = _ T Q ~ THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER
1' MINIMUM COVER FOR ALL SIDE DRAIN PIPE F- O O CV 1 Irr r < Cl) GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, v
* FILL HEIGHT IS MEASURED FROM THE TOP OF THE PIPE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS __J 11/ rr '� : (!) z CLASS II,OR CLASS III MATERIAL AS DEFINED IN ASTMD2321.
TO THE BOTTOM OF THE PAVEMENT STRUCTURE J 2 c>� r O BEDDING&BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE AM
QOH_q ILL 1/$rr co Q ^ PLACED&COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. GRATE OPTIONS LOAD RATING PART# DRAWING#
RIGIDPIPE a �8 M\ C�C W PEDESTRIAN MEETS H-10 2499CGP 7001-11U-216
O _ G CA STANDARD MEETS H-20 2499CGS Tool-110-217
RCP - * Minimum fill 1' for Class IV & CLASS V Q j n N 1 I Q Q n SOLID COVER MEETS H-20 2499CGC 7001-110-218 II�D
( ) O = Q' 1/2 \ I`- O DOME N'A 2499CGD 7001-11U-219 JLD
2' for Class III & Class II _ „ 1/8 r' 1�2 R = 6 DROP IN GRATE LIGHT DUTY 2401 DI 7001-110-075
REFER TO THE FOLLOWING FOR PIPE SPECIFICATIONS � 1�2 j 3�rr I � r j/$rr � O
* (Maximum fill) 10' - Class II pipe RCP AASHTO M170 2r-113/qrr y7 2r-113/rr W 1-GRATESISOUD COVER SHALL BE DUCTILE IRON PER ASTM A5W GRADE 70-50-05. THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY EBC MATERIAL 3130 VERONA AVE AMW
20' - Class III pipe I -1 rr j 7 rr 1 rr 2-FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05. NYLOPLAST HAS PROPRIETARY RIGHTS.THE RECEIPT // BUFORD,GA 30518
30' - Class IV pipe -a I F� 1/2 -•{ I�- $ I�2 3-DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO OR POSSESSION OF THIS PRINT DOES NOT CONFER, DATE 04-03-06 PHN(770)932.2443
40' - Class V pipe 1 „ ASTM D3212 FOR CORRUGATED HDPE(ADS N-12/HANCOR DUAL WALL), TRANSFER,OR LICENSE THE USE OFTHE DESIGN OR NyloP188L FAX[phone]
1/2 N-12 HP,&PVC SEWER. TECHNICAL INFORMATION SHOWN HEREIN REVISED BY NMH PROJECT NOJNAME W .nyloplast-usxom 3313-C
NOTES: FILL HEIGHTS SHOWN WERE CALCULATED USING 3 rr � � 4-DIMENSIONS ARE FOR REFERENCE ONLY.ACTUAL DIMENSIONS MAY VARY. REPRODUCTION OF THIS PRINT OR ANY INFORMATION TITLE
(For fills > 40' & < 80' use LRFD Direct Design Method) 1 /4 SECTION A-A �$" 5-DIMENSIONS ARE IN INCHES CONTAINED HEREIN,OR MANUFACTURE OF ANY DATE 03.15.16
AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS ��� 24 IN INLINE DRAIN QUICK SPEC INSTALLATION DETAIL
6-SEE DRAWING N0.7001-110-275 FOR ADS N-12&HANCOR DUAL WALL BELL ARTICLE HEREFROM,FOR THE DISCLOSURE TO OTHERS
INFORMATION&DRAWING N0.Tool-110.364 FOR N-12 HP BELL INFORMATION. IS FORBIDDEN,EXCEPT BY SPECIFIC WRITTEN
* FILL HEIGHT IS MEASURED FROM THE TOP OF THE PIPE 1' MINIMUM COVER FOR ALL SIDE DRAIN PIPE SHEET 3 OF 3 TYPE - F Mz SECTION A-A SHEET 2 OF 2 PERMISSIONFROMNYLOPLAST. ©2013NYLOPLAST DWG SIZE A SCALE 1:40 SHEET 1OF1 DWG NO. 7003.110.028 REV E 08-30-2023
TO THE BOTTOM OF THE PAVEMENT STRUCTURE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS 1300. 01 TYPE G r 1840 .03
AS SHOWN
FINAL DRAWING
FOR REVIEW PURPOSES ONLY C - 6 . 5-