HomeMy WebLinkAboutBono Sunoco- Exterior Concrete Detailsr _ y+•
4
I
(
i :•°' 6" 13'-0" 12'-6' 81-01 6'-0"
} ISLAND10'-0" ISLAND
e _
COL. TO COL.
t
TYP. BUMPERS
(SEE DETAIL 2)
m 6" 81_0" 4'-6' 7 m
°o KIOSK °,
--_- EXP. JT.
-
i9
' ' 1 j IlliJ
:33 (G; EXP. JT. 2'-6' TYP.
3 COLS.
LTYP. BUMPERS
(SEE DETAIL 2)
: Q
TYP. KEY JOINT ou w
(SEE DETAILS 5 & 6)F_
0w
cr
N `
1 N V u
1
- TYP. CANOPY FDN.
-~, (SEE PLOT PLAN) 'e N U
TYP. EXP. JOINT wTYP. OISP. FRAME
(SEE DETAILS 7 & 8) (SEE DETAIL 3)
� 1 1
_jLo k _
u 1
L --J L-- J .�-+
EXP. JT.
sr n' TYP.ISLAND
.� (SEE DETAIL 1)
I TYP. C!1RNER a.
`CUT-OFF
` 1'-4' TYP. ISLAND
1 " GROOVES (SEE
TVP. 6 -0 6'-0' DETAILS 9 & 10)
6'-01 8'-0' 12'-0' 8'-0' 6'-0'
y ISLAND ISLAND
40'-0" CONCRETE MAT
t
TYPICAL MAT & ISLAND LAYOUT
(40' X Q�'DONCRETE MAT FOR C_3249 CANOPYY
SCALE 1/8'=1'-0'
' 13' PERM. ST. IS. FORM, 12 GA
WITH ROLLED 1-7/8'RUB-RAIL.
1 APPRO EDOEQUAL. OR
"sr! VARIES
MIN 5' -MAX 8'
SEE PLOT PLAN 5'-P,' TYP 4' MIN 7
F. FOR GRADES
f UNREINFORCED
WIRE MESH
6'X 6'W2.9XW2.9 W
Q '
�
-�_ ' � ,s C ------
ISLAND
•&
DRAINAGE CROWN
E SEE NOTE 1/2'
( 2'-0' 6'
I APPROVED BACKFILL MATERIAL
MIN
fi-
NOTES;_ EXP JOINT
p -SLOPE TOP OF ISLAND AWAY FROM I ENTIRE PERIMETER OF
AT 1/8' FT. FOR DRAINAGE. PUMP ISLAND
-ISLAND FORMS TO HAVE Gm RADIUS CORNERS (SEE DETAIL 8)
-FORMS TO HAVE DOUBLE BRACED SIDEWALLS&
ADJUSTABLE T & B CROSS BRACES 4'-0" O.C.
PUMP ISLAND SECTION
{
A SCAE 3/4'=1'-0'
EAIL_l_
i
3 1/2' SCH. THREADED CONSTRUCTION.
THREADED ' 40 PIPE
ELBOW (TYP.)
1 W
E -
TOP OF PAINT PER SPECS. w 0
¢ ISLAND a
SEAL PER SPECS. �� y w
DRIVEWAY ul
4' SCH. 40
PIPE SLEEVES
3'-0' LONG a M
1 VARIES I NOTE: FOR USE AT KIOSK
- - f-� SET TOP OF BUM?ER
VARIES 12 " MAX. 8'-0.
O.C. 12' AT 15" ABOVE TOP
• OF ISLAND.
SEE FOR USE AT DISPENSER
a PLAN SET TOP OF BUMPER AT
"• r:.. 36 ABOVE TOP OF GRADE.
II TYPICAL BUMPER SECTION
_ SCALE 3/8'=1'-0'
IF
1 DETA'L 2
`__SLOPE ISLAND 3/8'� ANCHORS STEEL ANGLE FRAME
1/8' FT. AWAY 4' X 1•-1/2' HOCK 15' WIDE <
r FROM `'FRAMES AS REQ'D 2" X 2' X 1/4'
' FOR 2'-0''MAX ALL AROUND
14 GA.
'i ► STEEL ° `r
`r SKIRT '
_ VARIES
(SEEPIPINGDWG.)
4 �
' SECTION OF DISPENSER FRAME
-SEE ENLARGED SECTION (DETAIL 6)
I
KEY JOINT
6' 24GA METAL - FOR VENT S'JPPORT DETAILS NOTES
RADIUS FORMED SEE DETAIL 18 `�`. o - VENT 18" SQ.
KEY JOINT 2P\
3- TANK VAPOR TYP. VENT, RISER 1. CONCRETE WORK AND MATERIALS TO CONFOP,M TO ALL REQUIREMENTS
N RECOVERY MANIFOLD 2 PIPE
(SEE PLOT PLAN FOR OF THE LATEST REVISIONS OF CODES ACI 301 & ACI 318.
N 1/4'R -'� .� WITH 13X40 MANHOLE N TF TANK ANCHORING IS SEE PIPING DWG. __ __ I NUMBER & SIZE VENTS
WIRE MESH v� • A'
61X 6' -` _ REQ'D. SEE DETAIL 14 FOR DETAILS) i REQ'D)
W2.9 X 2.9 1� N 2'-0" �Q C 2. USE 4000 PSI CONCRETE, READY -MIXED ASTM C-94 OR
i
NOTE: USE: TYP. OBSERVATION k --
-DAYTON SHURE GRIP 20\ ! > � � � / � --y � ��� MIXED -ON -JOB ACI 304.
FINISH THE CONCRETE FLUSH WITH -CARDINAL "KEY LOC' �� WELL (SEE PIPE_ DWG.)
TOP OF JOINT AND DO NOT EDGE -YULCO SUPER SCREEN OPW 104 MANHOLE
1/4'R � ^ � � 3. MINIMUM SOIL BEARING CAPACITY (FIRMBEARING) TO BE 2000 PSE.
O 12' 12' r
4. ANCHOR BOLTS TO BE ASTM A-307 STEEL.
KEY JOINT BETWEEN CONIC. MAT ENLARGED KEY JOINT SECTION
SCALE 1/2'=1'-0' N.T.S.
DETAILS DETAIL_6 ( G ( G G i 5. REINFORCING STEEL TO BE ASTM A-615 GRADE 60 KSI,
RDi2 MANHOLE PLAN OF VENTS
1/2' DEEP GASOLINE & OIL 1 0 I l O I I I SCALE 1/2'-1'-0' DEFORMED BILLET STEEL BARS
I E/S I I E/S 1 I E/S RD18 MANHOLE
RESISTANT HORIZONTAL JT. O O I i 1 R012 MANHOLE
SEE ENLARGED SECTION 1/2' E'XP JOINT SEALANT. W.R. MEADOWS I i i 0 6. WIRE MESH TO BE ASTM A-185 ELECTRICWELDED WIRE FABRIC.
(DETAIL 8) - SEAL -TIGHT GARDOX OR I I I I I (LEADED TANK ONLY)
1/4'R VULCAN #116 2' t"'- -") t"'-2' 2• TVP. GALV.
1/2' ( { I i I V I VENT RISERS
TYP. KEY JOINT 7. VAPOR BARRIER TO BE 6 MIL POLYETHYLENE FILM 'VISQUEEN' OR EQUAL.
iv v �- 1 1' i I i (SEE DETAILS 5 & 6) 2'0 SCH 40 PIPE
'. c�JCT I O i I (v O I I i SUPPORTS EXTEND TO
tD - SP I 1 Sp I I Sp I RD30 MANHOLE 8-6 ABOVE GRADE n'
._-;- V. T r _- _ �. �� ► � 8. �AWCUT REQUIRED FOR 1/3 DEPTH OF SLAB FOR REMOVAL.
• RD12 MANHOLE (DRY BREAK)
F i I F F I
I I i O I i 1 SCM -4 MANHOLE ' 9. UNSATISFACTORY SUB -GRADE MATERIALS MUST BE REMOVED.
2'-0' 2'-0' I
1 1 ' GRADE _
1/2' FIBER EXPANSION 10. FILL MATERIALS MUST MEET SPECIFICATION AND
WIRE MESH 6'X 6' JOINT FILLER \\ / / \ / I I 1 I � 1 • I 1 �' ' •
W2.9 X W2.9 W.R. MEADOWS SEAL NOTE: FOR DETAILS OF I I T f -' 'i; - I I BE COMPACTED IN 8' LAYERS.
TIGHT OR APPROVED EQUAL MANHOLES & OTHER TYP.
;2 ko USES SEE DETAIL 15 &
41 MANHOLE USE CHART ,�, (4) #4 VERT. 11. CONCRETE PLACEMENT NOT PERMITTED WHEN TEMPERATURE
' EXPANSION JOINT BETWEEN CONC. MATS E_NL..AR6ED EXP.�jOINT SECT ON^ N 1 ! IP
1 FOR SLAB SEE POTENTIAL IS BELOW FREEZING (32\ F)IN FOLLOWING 24 HOURS.
SCALE '_/2"=1'-0' NTS I TYP. EXP, JOINT 1 1
DETAIL 7 DETAIL 8 i (SEE DETAILS 7 & 8) DETAIL 9 i� 3' _ 3'
I I
T. 12. TEMPORARY FORMS TO REMAIN IN PLACE FROM 24 TO 72 HOURS.
1/RADIUS 10'-0' il'-0"
lll���JJJ s
BITUMINOUS 12' 6' 6' 3 GROOVES 1/4' DEEP 32'-0' y
w 13. CONSTRUCTION LCADS NOT PERMITTED BEFORE 7 DAYS WITHOUT
DRIVEWAY CONTINOUS FOR ISLAND 1/2' 1
F T I SLABS ONLY N07ES;
' �»-� OWNER APPROVAL.
ADDING NEW TANK LATER REQUIRES SEPERATE TANI; HOLE 3'-0' #4 TIES m
MINIMUM FROM ORIGINA'- HOLE a 12' O.C.
�, �, _ _____-- i��_ j_ • , W p • 1/4' 8" 14. THE ONLY OWNER APPROVED USE OF CONCRETE PRIOR TO 7 DAYS
+? ► MAXIMUM BURIAL DEPTH IS 71-0' OF COVEROVER TOP OF TANK - CURING IS THE USE OF HIGH EARLY STRENGTH CONCRETE
41
SECTION OF CONCRETE BASE FOR VENTS
MAXIMUM SLOPE OF TANK HOLE TERRAIN TO BE 10 DEGREES (4000 PSI WITH ASTM C-150 TYPE III PORTLAND CEMENT) FOR SLABS
2'-0' i SCALE 1/2'=1'-0'
WIRE MESH FOR TANK INSTALLATION DETAILS SEE TANKORAWING DETAIL 18 _ SPECIFICALLY DESIGNATED AT OPERATING LOCATIONS FOR
61X 6' VEHICULAR TRAFFIC'AFTER 3 DAYS CURE.
SEE DETAIL 10 W 2.9XW 2.9 APPROVED BACKFILL MATERIAL;
PEA GRAVEL: ROUNDED PARTICLES WITH MIN. DIA. OF 1/8'&
MAX. DIA. OF 3/4' & SLABS TO RECEIVE A
OR 15. TOP OF ISt_ANDS, WALKS,
STONE CRUSHINGS: WASHED, FREE FLOWINGPARTICLES WITH MIN. FINE BROOM FINISH AND BE SEALED PERSPECIFICATIONS.
SECTION OF SLAB ADJOINING BITUMINOUS GROVE JOINT SECTION ANGULAR SIZE of 1/8'& MAX. SIZE OF 1/2'
SCALE 3/4'=1'-0' NTS ,
DETAIL 9 DETAIL 10 -
LOCATION VARIES 16.IF BASE PLATE LEVELING GROUT IS REQUIRED USE
ON
BUILDING 1/4' GROVE JT. TYPICAL MAT & TANK LAYOUT s TYP. a C OF ISLAND HYDRAULIC CEMENT '5 -STAR GROUT' OR APPROVED EQUAL.
SEE GROVE JOINT SECTION (3) 8000 GAL. TANKS W/ CONCRETE MAT (32 -0 X 34'-02) 28' 81 2a'
VARIES .
4'-0• TYP CURB REVEAL SCALE 1/8'=1'-0"
VARIES (6" TYP)
1/2' EXP. JT. AT WALK ■
GROOVE 64 CENTTIES ERS12" 6' �.= 11/2'OCONOUIT HOLE 11 $ 74" 11 $
CONCRETE WALK /�-
�"," CONIC. DRIVEWAY b a ]8
- ------ -
CL
1
--------°:,.:..�.__' m of
7 _j j
1/RADIUS - I ° - --r=w a 11/2-OCONDUIT HOLE
■ a0 11 I 66 6. 6.
WIRE MESH B' n a �I II if h E
6'X6' W2.9XW2.9 EXP JT 1/2' �-� 2'-0'
zo
IF ADJOINES CONIC. MAT '\-:. ull
(2)#4 CONT.
NOTE: "6 RE -BARS 3'-0' LONG
WALK TO SLOPE AWAY ,. AND BENT AS SHOWN. FOR 6' 1,1• .� I� 1'-3' 1'-3'
FROM BLDG.1/4'/FT. NUMBER REQUIRED & 1'-0' 1'-0" ''
zo
LOCATION OF EACH M1N
SEE TANK DWG. 2'-0' 9. 9. 2'-6'
dW
SIDEWALK & CURB ADJOINING ' DRIVEWAY
CONTINOUS i PLAN 1'-6` PLAN
SCALE 1/2'=1'-Ol E' APART --
DETAIL 11 BEAM LENGTH TO BE
13 5/8'Sd X 1'
12 3/4 X 30 3/4 (8)3/4 X 3 0 LONG UNIVERSAL BASE PLATE
LENGTH OF TANK VARIES � � ANCHOR BOLTS WITH 4 1/2 PLAN TUBING LIGHT POLE STRUCTURAL
+ 12' EACH END - r, o o c (1/2 TK DIA.) X 3/4' BASE PLATE II HOOK BY GEN. CONT. (B1Y POLE MANUF. W/
N a°0°a°O u o v v° �0 0,(- N BY POLE MANUF.
0 0 0 0 0 0 0 0 0 0 0
• o`' o a o 0 0 0 o a o 0 0 o v v -. 11 4- 1 1/8" X 4 3/4' SLOTS
O O O 4 O O O O d O O O O O
0 0 o a o o a o 0 0 0 0 0 0 0 0 0 '5 -STAR' LEVELING �* } TOP OF AND 4- 1 1/8' X 2 5/8' SLOTS) II
VARIES > `r) I o a o 0 0 0 0 0 0 0 0 0 o a< APPROVED v
BITUMINOUS OR - ° 0 oc)00000a0o0 00°00000°0°: f FILL MTL. GROUT IF REQ'D. II in ►- ISLAND 8' X 8' X 1/2' 3 X 3 X 1/8' GRADE II
CONCRETE CONCRETE STREET - 12■ r�}, 0 0 0 o0o0oao0a, >c 1 BASF PLATE STL. LIGHT FOLE II
DRIVEWAY OF
BY LE MA
STREET CURB I (�„ r' - - .II - - -Zo
AI ? •
R, U z �.G
71
SIDEWALK (2) #4 TOP - '� T 1 �'� .�., �.
r.
& BOTTOMj _ 1 GRADE I.: I I f Zo
• CONTINOUS� wt�lfl
s� rt ��' _rSLOPE TO.\1" CONDUIT
1/2 EXP T (ire�iW 11
CENTER OF PIT ( 1 It
SEE TANK OWG. A N. (4) 1/2' 0 X 1'-9' LONG - �, "
11" l - I1 - (4) . 0 X 3'-0 LONG
(10I 6 VERT. I ! - , ANCHOR BOLTS WITH 4
.. - ..-N x C0 I ANCHOR BOLTS WITH
2'-0' co y°� - r -- - �r a 3 HOOK BY GEN. CONT.- --"- -� HOOK BY POLE MANUF.
WIRE MESH �- ` ~ SECTION OF CONCRETE BEAMS PERTANKTAS Rr0'D 1' CONDUIT nir_ -- -� T (4)'�4 TIES a 12' O.C. (4)#5 VERT.
6 X 6 VARIES FOR TANK ANCHORING JI___ '_� v 1 CONDUIT in �_ - ■�---- -�
1/2' EXP. JT. W 2.9X W 2.9 8 # - ------ --- IF ADJOINS CONIC. 4 TIES ON NTS II ` (6) *3 TIES 3' (6) #4 TIES
(2 CENTER) 11 CONT. EQUALLY SPACED
(SEE DETAIL 7 & 8) DETAIL 14 ,11 !@I•' (4) #5 VERT.
a--- ; •
NOTES (3) 3/8' 1 AN"HOR 11 FIRM `
,SLOPE MATS ,_ . •
-ALL STREET CONCRETE CURBS & EVEN 1/4'/FT. AWAY 4 X 2 HOOK 3/8' DIAMOND PLATE COVER °-'-�•-� , BEARING '� "-"''`. FIRM
CURB GUTTER COMBINATIONS TO BE FROM MANHOLES EXTRUDED STEEL FRAME 1'-6' \ ' BEARING
PER LOCAL CODE REQUIREMENTS '
- FOR SLOPE OF APPOACH FOR 2 0 WIRE MESH 2'_0■ FIRM
E'X 6" iv, BEARING
SEE PLOT PLAN (MIN 1/4'/FT.) W2.9XW2.9
SECTION - 3'X 20' ISLAND LIGHT FOUNDATION SECTION - KERO LIGHT FOUNDATION SECTION - YARD LIGHT FOUNDATION
14 GA. • .�' ° SCALE 1/2"=1'_0" SCALE 1/2"=1'-0"
STEEL ° ' ` >-- ' > SCALE 1/2"=1'-0"
SECTION OF APPROACH ADJOINING DRIVE "--- ! " : DETAIL 19 DETAIL 20 DETAIL 21
° -
- -- --
DETAIL 12 -
I._ 'A' I 2'-0'
[- (SEE TABLE) 1
NOTES:
BUILDING -ALL MANHOLES TO BE SET WITH MIN. Y-4' C= CO%--. TO NEAREST EDGE
-ALL FITTINGS TO CLEAR BOTTOM OF MANE'^_ECOVE"S BY MIN. 2' ' MAX.z
VARIES (SEE PLOT PLAN) VARIES (SEE PLOT PLAN) '
AND LOCATED PER TANK AND PIPING DRAWINSS 2, GRADE CONIC. DRIVEWAY 2-
CONCWALK - FOR MANHOLE USE AND W:DTH 'B' (NOT SHOWN`. SEE T SLE. GRADE 6' r1/4'R GRADE 8"
� NTS •
'r
NOTE:
SEE PLOT PLAN �.AN HANQTCAP-RAMP "1
1/2' EXP JT & BUILDING DWGS. NTS
IF -BUTS CONC. MIN. SLOPE 1'/FT. FOR LOCATION
c CONC. OR VARIES CONC. RAMP
1/21EXP JT BITUMINOUS ( 4'-0' TYP SEE DETAILS 7 & 8 TO BE 6' MIN.
- DRIVEWAY TOP OF WALK
r 6' TOP OF DRIVE
FINISH
w r, EXP JOINT AT WALK
a 6" OFOBLDG. iv 12'R r (SEE DETAILS 17)
I
r 2' FOR BLDG.
SLAB & ° ° ° ► .
' 61X 6' FOUNDATION s= ---,....,=,t, 1
FIRM •� 2" ° ' W2.9 X W2.9 • . SEE BLDG. WIRE MESH
BEARING iv WIRE MESH ( DWGS. KEY 2'-0' 4'-0 2'-0' 62>.9X
6
r ♦♦ ' ' JOINT I ki2.9X W2.9
(
8' (1) *4 CONT. TOP 81-0■ 2'-0�
(2) 44 CONT. BOTTOM
' V4 -TIES ON 12" CENTERS
• SECTION 1-1
SECTION OF RAMP AT BAY DOORS HANDICAP_R.FM_R_DTAI1,S_
SCA_E 1/2 -1 0
NTS
D
ETAIL- 4 DE -IA -11-1
I -
i
MANHOLE US= TABLE
INTERNA'_ DIMENSIONS
MODEL
A B C 1 USE
TANK C^J�ES,SUCTIC^ EXTR^�TCPS.DRY BREAK,
D12
12'
---
I2'
FLOAT FENT VALVr & EX.TRA:TOR
(LEADS C, KERO & D:C,-17L TA.:KS.)
RD30
29'
---
12'
SUBNEP-:BLE PUMP
13X20
13'
20'
cn
w_
1 TANKu ^NIFOLD (Er' ^ D
F-
o
r
2 TANv` MANIFOLD (EV, 2)
J
a
Z YW
18'
---
12'
W
13X40
h
40'
7'
3 TANK 1'A4IFOLD (EVR-3)
4 TA',J: �'ANIFOLO (-V?-4)
SCM -4 -
11'
---
12'
ui
GROVE: JOINT
ww�N
OPWie4
1•Z'-:
---
12'
OBSEP.V^�TIDN WELLS
(SEE DETAIL 10)
8'
---
12'
FLOAT VENT VALVE !� EXTRA7TCR
¢.,
(LEADE1. KERO & D, STL DDUS 1'_E 41AL1- TANKS)
8-30R
29'
1 12" 1
SUB`1E-7-)ISLE PUMP (C7JSLE W)_L TANK)
io
a-
y'
2'-0"
4'-0"
0
Dom
� NTS •
'r
NOTE:
SEE PLOT PLAN �.AN HANQTCAP-RAMP "1
1/2' EXP JT & BUILDING DWGS. NTS
IF -BUTS CONC. MIN. SLOPE 1'/FT. FOR LOCATION
c CONC. OR VARIES CONC. RAMP
1/21EXP JT BITUMINOUS ( 4'-0' TYP SEE DETAILS 7 & 8 TO BE 6' MIN.
- DRIVEWAY TOP OF WALK
r 6' TOP OF DRIVE
FINISH
w r, EXP JOINT AT WALK
a 6" OFOBLDG. iv 12'R r (SEE DETAILS 17)
I
r 2' FOR BLDG.
SLAB & ° ° ° ► .
' 61X 6' FOUNDATION s= ---,....,=,t, 1
FIRM •� 2" ° ' W2.9 X W2.9 • . SEE BLDG. WIRE MESH
BEARING iv WIRE MESH ( DWGS. KEY 2'-0' 4'-0 2'-0' 62>.9X
6
r ♦♦ ' ' JOINT I ki2.9X W2.9
(
8' (1) *4 CONT. TOP 81-0■ 2'-0�
(2) 44 CONT. BOTTOM
' V4 -TIES ON 12" CENTERS
• SECTION 1-1
SECTION OF RAMP AT BAY DOORS HANDICAP_R.FM_R_DTAI1,S_
SCA_E 1/2 -1 0
NTS
D
ETAIL- 4 DE -IA -11-1
I -
i
MANHOLE US= TABLE
INTERNA'_ DIMENSIONS
MODEL
A B C 1 USE
TANK C^J�ES,SUCTIC^ EXTR^�TCPS.DRY BREAK,
D12
12'
---
I2'
FLOAT FENT VALVr & EX.TRA:TOR
(LEADS C, KERO & D:C,-17L TA.:KS.)
RD30
29'
---
12'
SUBNEP-:BLE PUMP
13X20
13'
20'
7'
1 TANKu ^NIFOLD (Er' ^ D
2 TANv` MANIFOLD (EV, 2)
RD18
18'
---
12'
ELECTF"NIC SENSORS
13X40
13'
40'
7'
3 TANK 1'A4IFOLD (EVR-3)
4 TA',J: �'ANIFOLO (-V?-4)
SCM -4 -
11'
---
12'
TIGHT '= ILL MANHOLE
r
OPWie4
1•Z'-:
---
12'
OBSEP.V^�TIDN WELLS
RD8
8'
---
12'
FLOAT VENT VALVE !� EXTRA7TCR
(LEADE1. KERO & D, STL DDUS 1'_E 41AL1- TANKS)
8-30R
29'
1 12" 1
SUB`1E-7-)ISLE PUMP (C7JSLE W)_L TANK)
-1/4'R ► EXP.JT 1/4'R
1/2" ,
0- DRIVEWAYYP • ' „ a i STREET
s " o CL w e o
v N I- 2'-0' I, Q
° °
S. WIRE MESH
tl tl
8• VAR ES W2 9X29
10'
PLANAR_-CURB-r�IT ON_ CURB ADJOINING_ DRIVE - .STREET CUR_B___5,.EO_T ION
SCALE 1/2'=1'-Q' SCALE 1%2'=1'-0' SCALE 1/2'=1'-0' _
jZETAIL 22` TA L 24 a
SECTION 0 M��IHOLE & COVZ R k
S1 _
ITA'S ' WIDE EXPANSION JOI
1/2NT J
-
,_ 1/4' RADIUS 1/2' '
CHANGE TO UNIVERSAL BASE PLATE
KEY JOINT 1/2' EXP JT. THRU CURB DRIVEWAY VARIES (SEE PLOT PLAN) 3 6/B8 FOR YARD LIGHT POLE, SEE DET. 21 R!�D
SPACE EVERY 10-'0' MIN.
---.-T= ==�--- �� ---- `� TCP OF CURB 1/4'R77 2" 11/88 REVISED, MANHOLE SCHEDULE CAD !
___ ________ ______ GRADE 8. 1 5/es REVISED MANHOLE SCHEDULE RH
v ' • °' • . : ' 1/4"R STREET - -
° ° rP V DATE REVISIONS Hc�s cry o arrv^. 1
WIRE MESH 6'X 6' ' ' . . ° 1 R iv ,, BY By
l I
WIRE MESH USE: W 2.9XW 2.9 . _ ° . . ' °. °
6'X 61 -CARDINA "KEY LOC' + ' ► • < _ ° • f o o ..•» «- "K-;
W2.9 X 2.9 DAYTON SHURE G3IP 0 r , ► e ► ° •n."`'!' r
m -.M
NOTE: -EXPANSION- JOINT TO BE WR MEADOWS ' ` .
SEA! TIGHT 'FIBER EXPANSION JOINT FILLER °
FINISH THE CONCRETE FLUSH WITH OR A'PROVED EQUAL EXP. JOINT -RECESS . ,, Of
TOP OF JOINT AND DO NOT EDGE t�� ft
MATERIAL, 1/4' FROM SIRFACE
.,`�` sem••- �\y .,..
.' TERRYt
H.' 5 EXTEMOR CONCRETE OETATLS i
KEY JOINT AT WALK SECTION EXPANSION JOINT AT WALK SECTION ECT ON OF CURB 'ADJOINING CURB - RosFE�o
_� _--_ - - -_ _ - Di'��.ELSd1RU_1�_U_T�, ��C SIO _
SCALE 1/2"=1'-V' - SCALE 1/2'=1'-0' NTS SCALE 1/2'= 1'-0' - _ I
pETAIL 16_ QUAIL 17 DETAIL 25 �tSTE� 0.� - -
� DETAIL -2.6 <j„ �.r PJS ru+�ac�ns aP�r�.rat, oaa!•.ti„ ti��. �` �-" "' I
--- - r SSONAI
v I
r ECKE,:, �}
DATcV'
-
SCALE AS NOTED I