NCC232958_Site Plan or Location Map (2)_20231004

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zF c2 Q F Bound CorrueetedrSteel PLOW poun4 Corru0ate0 Aluminum Pipe Q i . L'
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z 48 12 8 81 18] 113 138 42 1
NOR MORE IRAN 24. 54 12 54 77 100 123 48 12 52 68 84 ZO
NORMAL EARTH FOUNDATION ROCK ROCK FOUNDATION AG DIREcrm er LTMR. NORMAL EARTH FOUNDATION ROcx ROCK FOUNDATION "G oI0ECT0 ar NSR. "'' o.R.•H BD 12 BB 90 t00 54 12 RU 50 74
UNSUITABLE MATERIAL FOUNDATION E UNSUITABLE MATERIAL FOUNDATION 88 12 81 100 00 12 50 62
PIPE IN TRENCH PIPE IN TRENCH 72 12 74 91 W 12 51
Ter OF FILL Ter OF FILL TOP OF FILL 78 12 81 72 12 W
LL Z TOP OF FILL ror OP FILL TOP OP FILL Z p4 12 EM 41 z
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I••I ••FOR DIFFERENT CORRUGATIONS AND ARCH PIPES REFER TO It
N =-M _ - O U.Q ` 6 - = R _ LL Q ROAOfTAYFOESIGN MANUAL OR MANUFACTURERS SPECIFICATION. LL Q
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COMPACT
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° M•i, I��LP r J y �A I' r d ¢ •FILL HEIGHT I8 MEASURED FROM T TOP OF THE PIPE 1'MINIMUM COVER FOR ALL SIDE 0 Lu
NORMAL EARTH FOUNDATION I ROCK FOUNDATION MME ri°i0rrr's4'iT' x CO Y. LL FILL "T°FPIPE IS Io NORMAL EARTH FOUNDATION (ROCK FOUNDATION MMeE TUCI zi'E OF H y LL TO THE BOTTOM of THE PAVEMENT STRUCTURE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS m W a
UNSUITABLE MATERIAL FOUNDATION UNSUITABLE MATERIAL FOUNDATION
PIPE ABOVE GROUND SUM a O PIPE ABOVE GROUND a O a O LL ''"
NOTES: a o GENE.,NOTES: E 0 RIGID PIPE o
E GENERAL
THE MAXIMUM HORIZONTAL INSIDE DIAMETER DnmwlM. eEEx PROPER D nix AT LF 3 s FEET of AFPRIAo MATtRIAi. O O I.D.•TIN MAXIMUM HORIZONTAL INSIDE DIAMETER DIMENSION. eEM PRCPERL °R[Tx Ar LFAST s FI6T OP APPRovED wTMIu. O O RCP- •(Minimum fill) 1'for Claes IV 6 CLASS V QO O U Z>
o D THE wxIIM HORIZONTAL OUTSIDE DlrarER DIrIeIOx y----/-� sPRINSLOE°F PIPE O.F 0.0. THE MOUE HORIZONTAL OUTSIDE DIAMETER olrxslOx ----- srRlxsuxE M PIPE E.F 2'for Claee III 6 Class II REFER TO THE FOLLOWING FOR PIPE SPECIFICATIONS ¢F U I
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" FILL HEIGHT INASIMIED VERTICALLY PIP ANY POINT E TO THE TOP I////1Y ME:0 eELLM MPr00110E. III M 0.010 II.rvrE' E " ALONG THE PIPE FROM THE TOP OF 111E PIPE r0 ON TOr E[u RrRIxGLIxE e[u CLASS III M CLASS II, •L. •(Maximum fill) 10'-Class II pipe RCPE-MSHTO M170 E O H W N
u es THE F ® e 20'-Class III pipe a m I
U OF THE FsmxxwrExr AT rxAr POINT. E EMBANKMENT AT THAT POINT. -Class Iv pipe
_i APPROVED SUITABLE LOCAL MATERIAL. . -I APPROVED SUITABLE LOCAL MATERIAL ABOVE sPRIMiINE. 0'-Class V pipe = O L§
-TARE CARE TO FULLY COMPACT MINIM ZONE OF PIPE B00KF[LL. „ ", UNDISTURBED EARTH MATERIAL -TAKE CARE TO FULLY IMPACT HAUNCH ZONE OF POPE MAMFILL. , UNDISTURBED EARN MATERIAL NOTES,FILL HEIGHTS SHOWN WERE CALCULATED USING r O
I•E'- =� I'E"- 5'� (For fills>40'6.00'use LRFD Direct ODs10n YetM1od) RFD B U
r I 1 E 1 AASHTO L RIDGE DESIGN SPECIFICATIONS a �Z
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ACCOMPLISH COMPACTION. 5300�01 Acc4Pusx wRACT[ax. 3300 OF
•TO THE BOTTOM OF THE PAVEMENT STRUCTURE I'ACCORDANCE
COVER FOR ALL BIOS DRAIN PIPE S300.01 /
IN ACCORDANCE WITH HE STANDARD SPECIFICATIONSa O
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KEYWAY,OR R4 MR DONE.AT TOP ELEVATION OPTIONAL CONSTRUCTION-
D � 12"CENTERS AS DIRECTED BBYM THE HNC POE 1 1
E o 1_ bra.11,11=� USE FORMS FOR THE CONSTRUCTION THE BOTTOM SLAB. G¢yt. STD.E b �¢yz� Bf T 1 I=� OOds�
DRAWING MAD. 1
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L _ FRAME RATE ANO H.. $ 3'-0" y
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*HERE 4x To 54"PIPE I u a V a D„T C J FRAME PLAN SECTION-J4 n a 0
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IRE 30 rose PIPE IS USED 3 Z .RSIORS ARO QUARTETTES FDR CONCRETE GTCM LABIYPnED SR Mix.REI DER)•DIMENSIONS OF BOX AND PIPE COVER CD.TOS.CONC.IN BOX DEDUCTIONS z �{y� ,{I.� g46" 3 W
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DETAIL SHOWING METHOD A S o x z s 7 G O z 7 a z 4 z,o s z„ a z„ ., o,m D see D—ze] 0 wi
OF RISER CONSTRUCTION PLAN PLAN SHEET 1 OF 2 SHEET 2 OF 2 N SHEET I OF 2
%a RISER H..228 CUBIC YARDS OF CONCRETE PER FOOT HEIGHT ROOD ELEVATION SECTION-RR `^
o 840.02 840.02840.03 Vl
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7 6" 'L' 6" 6" 'W' 6" z GENERAL NOTES: PENING _
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T I I �YJI I I I IZ
Y • THIS PRECAST BOX MAY BE USED FOR THE FOLLOWING LLOCATED AS REOU[RED Q
O. 1 CLR. TYP. Q Q Q
r -al
z STANDARDS: 840.01, 840.02, 840.04, 840.05, 840.13, z Q
n t4L x•► X4 KEBABS / IaL X4 REBARS \ U x4 REBAP6 2
m FIo H. 840.14, 840.15, 840.17, 840.18, 840.19, 840.26, 6'LENTEP3 ,.-,o U
.- ---- La¢d i 840.27, 840.28, 840.31, 840.32 AND 840.41. o o d x
N U o w °D - . INSTALL PRECAST DRAINAGE STRUCTURES AND PAY it y - ,�(l
THE PATTERN OF THE QaLLx a5 BARB aaLLx
- LL
o w
no `m m n- ,o U¢oCJ• FOR IN ACCORDANCE WITH SPECIFICATION SECTION 840. a OPENING U¢OCO
„ dds a ro KNOCK-OUT F rz.. • Oh
FFz..P c7 • x• PANELS ARE SHOWN '\ • yFLLOw DO NOT PLACE PRECAST DRAINAGE STRUCTURES SECTION 'C C' y�LLpwN ° YY ; (( 3FOR ILLUSTRATIVE ° '" =0y¢ UNDER TRAFFIC OR VMERE TRAFFIC WILL BE DETOURED. ZOyaoN3,I71 , ,j e USE 4000 PSI CONCRETE. C F ¢3"11 X5 REBARS 12"1 1 X5 RE8AR3 •F i PROVIDE ALL REINFORCING STEEL WHICH MEETS ASTM A615 FOR
' ,CENTER3_LTVP,a I �12"CENTER$ ' 1 C • GRADE 60 AND WELDED WIRE FABRIC CONFORMING TO ASTM A1064. �• Q
" — •-•••••-^• LIMIT MAXIMUM DEPTH TO TOP OF BOTTOM SLAB FOR WAFFLE WALLIniliiiiiii Z
° SECTION 'A-A' a SECTION 'B-B' m 4D e' STRUCTURE TO 10'-0"1 LIMIT SOLID WALL STRUCTURE
w TO 15'0"
¢ D //d/// :° • PLACE LIFT HOLES OR PINS IN ACCORDANCE WITH 6" 'L' 6" •P ,r O CC
CC
°' B - 1"MIN. �!/9/90e YH . G - CUT OR FORM OPENINGS FOR PIPE TO PROVIDE PLAN TOP SLAB
yp� D OSHA STANDARD 1928.704. U
CC
A ;II
I CLR.ITVP) A,e:'' ¢ REQUIRED SIZE AND LOCATION. ORIENT WAFFLE WALL STRUCTURES :•:• .:• -p ¢7^, in ~
X4 R C 11"MIN. M C OLL f SO THAT PIPES ENTER THROUGH THE F R • Od 1-71 l^ ce
O
CLR,(TVP)i_o�, WAFFLE WALL ISOMETRIC VIEW z KNOCKOUT/WAFFLE PANELS ONLY. PIPES MAY ENTER THROUGH CORNER CUT DETAIL (D=I v/ —
° c 4x4 W4xW4 I, Q THE CORNERS OF SOLID WALL BOXES IF A MINIMUM OF 6"OF (SOLID WALL BOXY z 1-- 0
Q8 qp —WWF (LAP XS REBARS @ 12" 1,7)
3 WALL IS PROVIDED ABOVE THE HOLE. I L O
N a ; Ip_-NI i WWF 6"ON- ,/ CENTER.)(HORIZ. Q f/1 W x ,1 ¢ffl O r LL
ill,M!�----,9�,, =TO RBARS) 8 VERT. pL ALL ELEMENTS PRECAST TO MEET ASTM C913. ! I g" 'L'OR•W' B" l��/,Y
.L (USE WITH O W J FRAME AND GRATE HEIGHT MAY BE ADJUSTED WITH CONCRETE O W Z `A�
4'X 4'6 LARGER o�° LL OR BRICK IN ACCORDANCE WITH STANDARD 840.25. I a4 REBARS O 15 Q W LL
E a ��. •I DRAINAGE STRUCTURES \ ¢Q 3 • PROVIDE PRECAST STRUCTURES OVER 4'-0"IN DEPTH WITH I' g"CENTERS 7S ¢Q y
MO= TYPICAL) Q Z I I NI REBARS - ' Q Z W c J
8" 6,p D \ M❑ STEPS AS DIRECTED BY THE ENGINEER. •i - __J 1" 6"CENTERs�•E'� Z Fy H C a
°. WAFFLE WALL PLAN VIEW SOLID WALL PLAN VIEW %\ F ¢ • WELDED WIRE FABRIC MAY BE SUBSTITUTED FOR REBAR AS LONG CLPPA'S
: m€ VIzoc W Qle y AS THE SAME AREA OF STEEL IS PROVIDED- ` fn
,Lr6" 6„ ,W„ 6„ ?_.°:P. p0 0 Q D_I I I I I 1 I I , SEAL JOINTS WITH A FLEXIBLE BUTYL RUBBER PRECAST RISER PLAN PRET RISER DETAIL > 2 LL
•�D' Q F G BASE CONFORMING TO FEDERAL SPECIFICATION SS-S-21A, Q F W N
'D ° 1 le "MIN, CLR. WI 1"MIN. CLR. W AASHTO M-198, TYPE B- BUTYL RUBBER. p N Z J LL
• 4x4 W4004 w e .o•>. ':•p Ca.1 • LIMIT MAXIMUM STRUCTURE SIZE TO INSIDE CLEAR p Cad CO Z
4x4 W4xW4 WWF (LAP ? ¢W DIMENSIONS OF 5'-0"X 5'40". WA ¢W O
is.a WWF(LAP OAF T4 TOFREBARS • THE OUTSIDE PIPE DIAMETER PLUS 2" OR THE OPENING Q
CD
6"ONTO REBARSII ...
) 1 g i ° H. REQUIRED FOR FRAME AND GRATE IS THE MINIMUM STRUCTURE 6„ "all
6 C. ON O Z
X5"REBARS l• • SIZE WHICHEVER IS GREATER. L.L =
2 ,1X5 REBARS 12 USE MANHOLE FRAME AND COVER AS INDICATED ON THE PLANS.
CENTERS
2 CE E S
CENTERS (TYP.) TYPICAL gEINFOgCE OPENING AS SHOWN ON THIS SHEET. SECTION VIEW SECTION VIEW I-<
''; SECTION 'C-C' I. SECTION 'D-D'J m SOLID WALL ISOMETRIC VIEW SHEET 1 of z SHEET 2 of 2 v'�
840.45 OPTIONAL JOINT DETAILS 840.45 SHEET NUMBER
CG501