HomeMy WebLinkAbout0267.98.52. EXCAVATE A 4 "x4 " TRENCH UPSL OPE
SET T > >-6'
1. HE STAKES. ALONG THE L INE OF STAKES. SQUARE NEENAH R -1976 YARD BOX REO 'D.
11- THREADED CLEAN -OUT CAP [,
1" RADIUS BOTH 1
,� SIDES PAVEMENT DIMENSIONS W U
112 REFER TO THIS POINT Z W a �+
\ \ \ \ \ \ �\ 4" DIRECTIONAL SIGNS 6" 0 � W
/ /� / \�/ 6 MENU BOARD 3" PAVEMENT ELEVATIONS w z v
\ / EQ. EQ. FINISH GRADE REFER TO THIS POINT ,d
CONC. PAD \ a
/ 6 " GRA VEL BASE / — GD
C/L • 5.
6'� CLEAN -OUT PIPE / �' 1 /2 DIA. PWR. CONDUIT I 1 =I
3 STAPLE- MATERIAL TO
TRENCHES 4' EXCAV /T ONNSOIL.OMPACT THE \� \ \ //\ �\ 45' BEND ° TO SPEAKER PEDESTAL gal-,
—
_ I I I I r PARKING LOT SURFACE Q Q 1 /2" DIA. PWR. CONDUIT _ _ V
o °m FOR DIRECTIONAL SIGNS I — I = I �I AS SPECIFIED
w Z &MENU BOARD I III —I II —�
w NOTES:I
° ANCHOR BOLTS: (2) #4 BARS CONT.
(4) 112" DIA. 0 1. ALL CURBING TO BE TOP &BOTTOM
. : , ;. r. �. SEWER DIRECTIONAL SIGNS 2000 P.S.I. 0 28 DAY
NOTE- (4) 3/4" DIA. 0
E MENU BOARD o 2. PROVIDE EXPANSION
CLEAN -OUTS MUST BE /NSTALLED AT ALL LBOW AND BENDS /N SAN /TARP FULL THREAD o JOINTS 0 20' -0" O.C.
SEWER LATERALS
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CONSTRUCTION OF A FILTER BARRIER CLEAN —OUT DETAIL ° _ CONCRETE CURB 3/4 " =1' -0" 2_
e ° GRADE PROPERTY LINE $
FULL COMPACTED GRANULAR MATERIAL PER �- BITUMINOUS PAVEMENT a 6" 2' -6" 8" L 6' LONG PRECAST V--I
APPLICABLE D.O. T. REOU/REMENTS o DRIVE PROPERTY LINE CONC. WHEELSTOP W/ m
v a a
THRU (2) 4 BARS CONT. .�
l` y � LARGE ROCKS \ NOTE: LANE 5' -9 LONG 0
a!s ac
\\ / \ \ \ / \ \ a " ALL CONDUIT TO BE PARKING SURFACE & Q
PLAN \ \ / \ \/\ / \ / / \� /� ° Z as MIN. 12" BELOW GRADE o %
/ / \ //\ Z / \ \\j a OR LOCAL FROST DEPTH BASE AS SPECIFIED
E a AND PROJECT 3' ABOVE (2) #4 BARS THRU
FOUNDATION o _ _ WHEELSTOP & PVMT.
I�T�I I II III —III -- MIN 18" LONG ON
NO. 8 CRUSHED STONE
EXTERIOR WALL OF cn CONC. PAVEMENT, USE U
A B A OR EQU /V. CLASS l _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � � (4) #5 BARS VERT. BUILDING �- EPDXY BONDING AGENT � w
GRANULAR BEDDING W/ (4) #3 TIES ® 1 L
MATER /AL - - - - B� - - - - I 12" O.C. P.V.C. SENSOR LOOP FOR C 0 N C R ET E WHEEL STOP 3/4 " =1 ' -0" I � Q o
�- ° TIMER WITH 1" CONDUIT m w
I a TO 4X4 J -BOX. WIRE I rt4 o z
MESH TO BE CUT 12 "
z = J
CLEAR OF LOOP J Y �
I � 2' M /N, 2' MIN.
ELEVATION �1 �� 11� �1 -1''- z �, u
NOTE co
ALL BEDDING AND INITIAL BACKFILL SHALL BE INSTALLED /N 6' TO 72" 8' DI TIONAL SIGN BARS Q M
BALANCED LIFTS. 14" D! MENU BOARD BARS m
POINTS A SHOULD BE HIGHER THAN POINT B BEDDING MATER /AL SHALL BE PLACED AROUND THE HAUNCH AND SIDES
OF THE PIPE TO ENSURE PROPER COMPACTION AND COMPLETE FILLING
OF ALL VOIDS.
PROPER PLACEMENT OF A FILTER BARRIER IN A DRAINAGE WAY
MINIMUM TRENCH WIDTH FOR PVC LHOPE PIPE CONDUITS POSSESSING o ,,_ . 6" DIAMETER GUARD 6" CONCRETE CURB
46 PS/ OR GREATER PIPE STIFFNESS SHALL BE 25 Bc f 12 INCHES 1714 0" NAL SIGN FDN. POST. SEE 9 /A1 C
CD 18" DIA. MENU BOARD FDN. ° Q
DEPTH OF BEDDING O
MATERIAL BELOW PIPE LEGEND
DROP ;NLfT COMPACTED SOIL D d(M /N.) Bc = OUTSIDE DIAMETER SIGN BASE FOUNDATION 1' ° -1' -0" 9 CUB B DETAIL @ D/T WOW. 3/16 " 24
9 TH G, RA TE TO PREVENT PIPING D = DEPTH F BEO DIAMETER
STAKED STRAW 27" AND SMALLER 4 d = DEPTH OF BEDDING
30 " TO 60" 4 MATER6ML BELOW PIPE
BALE 99" AND LARGER 6
SPEAKER BOX LOCATION (� Z Q
0 o m a 1/2" PWR. CONDUIT
RUNOFF WATER FROM MENU BD. FOR " J 0
p p - � ILLUMINATION OF SIGN. � - 6 DIA. STEEL POST W Z
WITH SEDIMENT PLASTIC PIPE BEDDING DETAIL e FILLED W /CONCRETE < —
F /L TERED WATER -- ( 1 CONDUIT FOR COM- �--
p p MUNICATIONS TO DRIVE Z
THRU 800TH. W �
0 0 0 0 6' -2" — o Z CENTER GUARD POST W
_ _ 3/4' DIA. SENSOR 1 o ON 12" WIDE CONC.
� I �— III -I � I —I � I —I � I III '
FIELD VERIFY _ 8 1/2" CONDUIT TO SENSOR `" CURB ® DRIVE
2. N Y X2 X3nb AWC,LES LOOP. THRU LANE Cr
-1j� =ICI III ¢
,
STRAW BALES STAKED (4) 1/2" DIA. ANCHOR Q
WITH (2) STAKES PER `' BOLTS W/ FULL TREAD U
T
BALE ,{ I FINISH SURFACE
N
THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET DRAINS A RELATIVELY FLAT AREA
(SLOPES NO GREATER THAN 5 PERCENT) WHERE SHEET OR OVERLAND FLOW (NOT EXCEEDING 0.5 CFS) w = I
i T
0 7' -0' I FINISH GRADE I I II i II II=I
ARE TYPICAL. THE METHOD SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH N I w I 18 " DIA. CONCRETE
AS /N STREET OR HIGHWAY MEDIANS I !-
GATE BOLT • U_ (4) #5 BARS VERT, o �I I II II ( II FOOTING
=
VELD To FRAME o L_ -� I - -�- W/ #3 TIES 11 ( —I I 4 • I I=i
cl� (J 1 2 0. C. 1 —I I( —III=
SPECIFIC APPLICATION OF STRAW BALE DROP INLET SEDIMENT FILTER 3N,�.X14,�i I I Ii i I . •. I i I =I1.
WELDED TO FRAM °
NOTE:
I I I
m ALL CONDUITS TO BE o i = — I = (-
PAINT TRAs5H ENCL05URE AND MIN. '2" BELOW GRADE ,l, i; III I I =I I I-I I I -I
COPE AT LAP PIPE C,UARDS TO MATCH EIFS i _J OR LOCAL FROST DEPTH ° I (_) I II II I II I II I I —I I (-
PIPE VV CAP STEEL , _4" AND PROJECT 3" ABOVE
FOUNDATION.
4' DIA. STD. PIPE 5U VE, 12' LONG,
ft CEDAR %ATS cur Aft Ne D BOOTM SECTION TO POST SPEAKER P � u E S TA L FDN. G U a R D POST 1/2"=V-0" ' -0" 2
IV 3/4' SPACE �- 24" HIGH LETTERS & 4"
SEUIRE W/ 11/2 6ALV.
EX. ASPHALT SURFACE 3 "" MIN. ASPHALT SURFACE TWIST NAILS TO 2X4 " 6" / WIDE STRIPES PAINTED
2' - p..
VAR /ABLE THICKNESS (AS PER INDOT ITEM 402)
$ 0 0 0 0 0 0 0 0 0 o WHITE.
INSTALLED /N MAX. -0 CONCRETE CURBS
SAW CUT 2" L1f7S SAW CUT 2X4 TREATED FURRINb 4" if ATTACH TO PIPE W/ CARRIAGE BOLTS P.V.C. SENSOR
1/4'X5' 6AALV. BOLTS + q 2 -0 5'-0"
6'x6" 1 .4x1 .4 W.W.F.
4'-0'
CUT 12" CLEAR OF 1'R
c �� � . /� FIELD WELD 3 R
9 a ° a ° /\ LZ SENSOR LOOP. N
/� a° a a a \ 3 I/2' DIA. STD.
4 A �� , \ O
�� � P.V.C. SLEEVE THRU "
�� '\ /� i� // /% /� •� 8' GONG. SLAB W/ 1 / 2 " MAX. 1 - 0 5' - 0" 4' - 0" DRAWN BY: TTP
3' bXb 4/4 HktF CONC. CURB. 3/4' P.V.C. O CHECKED BY: KR
CONCRETE 2'X2'X3Ab" AN6LE5 `/ l 6 -O" CONDUIT TO PROJECT cn
PER /NDOT j 12" MIN. 8.. 10" INTO CONC. PAD v BUILDW TYPE
ITEM 305 /� o o j STUB UP 4" TO 2 "X 4"
PIPEGUARDS (TYP) J -BOX BY G.C. PAINTED TRAFFIC ARROWS N.T.S. 1 15 K-50
'\ , EMBED POST 3'-O' IN 3;HIGH GUARD, POST
�\ L/Mrrs of 2' -10" ° - 6' DIA. & 12 OFF FRAME
/ cow. I8 IN DIA. EX15T. POWER BOX
�\ TRENCH E,-CA VA TION / \� ND POLE 45' CURB FACE
�\ /� \�i SPEAKER PEDESTAL 1/2" PRE - MOLDED
SLOPE 1 8 PER 97125.00 roe NUMBER
1 " CONDUIT FOR COM- � CONT. EXP. JOINT
FT. MIN. `
� ✓ /�� ,
MUNICATIONS TO
BOOTH COUNTER , '• F NISH GRA E
6 MAXIMUM PAYMENT WIDTH ° r
G ` STUB UP 4" TO J -BOX �-�* PROTOTYPE ISSUE DATE
18" D. TRAFFIC SIGN BY G.C. . •.; ;� ;,' is 4" THICK CONC. WALK
"EXIT TO MEDICAL DRIVE MENU BOARD
' — '' — 2/l/97.1
— 4" SAND BASE
1/2" CONDUIT FOR PWR _
', I 1 111 i l
N11=W 10' X 10' X 6" GONG. o TO ELECT. PANEL. STUB _I I I� I r SHEET NUMBER
6 "x6 "- W1.4xW1.4 W.W.F.
�T� r
No sco% APRON N bXbXIOIIO W.W.F v UP TO J -BOX BY G.C. A 1 D
ASPHALT SURFACE RESTORATION DETAIL DUMPSTER DETAILS 7 MENU BD SENSOR LOOP 1/2 " -1' -0" 10 SIDEWALK 3/4 " =1' -0" 4