HomeMy WebLinkAboutS-205207FRAME & LADDER OR STEPS ROUND SOLID COVER
OFFSET. SEE NOTE 3. FRAME MARKED "DRAIN" WITH
& COVER ELrPEFRI. AN' LOC KING BOLTS
� -RIM=
OVERFLOW ELEV. TO PROVIDE DE- 4" MIN.
TENTION &OIL 16" MAX.
SEPARATION PER PLANS
1/4" SCREEN MESH
PER PLAN
PIPE SUPPORT(S):.�
3 "x,090 GAGE
S:0.0600
O8 '1 (STD048)'
LADDE
STEPS
\\
BOLTED OF'
GRADE
Fi
CLEAT
1.
IMBEDDED
.
GATE2"
IN WALLAT
3/4"=T-O"
O
H EAI
MAX, 3' SPACING
MIN, ONE SUPPORT
•
-:`
¢
O+
GATE
OUTLET PIPE INLET PIPE
OR PIPES
INVERT ELEV. - INVERT ELEV.
PER PLAN PER PLAN
12" CMP '
COUPLING
BAND
® e
1/4 MESH -
SCREENSIDES -
AND BOTTOM
PER PLAN
SEE DETAIL
THIS SHEET CATCH BASIN TYPE 2
12' DIAM. CMPC Up". BAND—
B LATE BOTTOM R G O MS
NOTES:
1. PIPE SIZES AND SLOPES: PER PLANS
2. METAL PARTS CORROSION RESISTANT.
GALVANIZED PIPE PARTS TO HAVE
ASPHALT TREATMENT 1
3. FRAME & LADDER OR STEPS OFFSET SO
A, CLEANOUT GATE IS VISIBLE FROM TOP.
B. CLIMB -DOWN SPACE IS CLEAR OF
RISER AND CLEANOUTGATE.
C. FRAME IS CLEAR OF CURB.
AND COVER AB FINISH GRADE
.11.111BD
SET FRAME CONCRETE GRADE RINGS - INSTALL
P. 12" GRID OF N MORTAR
AS REQUIRED TO BRING MANHOLE
.3 REBAR
FRAM
E TO DESIGN GRADE
MAX. HEIGHT OF RINGS.
5 \;\ (ECCENTRIC PRECAST CONE
LARGE (201b.:) ROCK I.'; 'ryl \.\ -KEY-1 1011T
TO BE HAND PLACED {{
GASKET
STD. PRECAST MANHOLE SECTION
PLAN �STEPs
PIPE
DIA. GRAVI SEWER
12" MA INLET PIPE
3, 3 "HOLES _
///---COMPACTED AR
/ ry MOR o — / BACKFILL UNDER EP PIP PIPE
SMOOTH
_— I \ I I LL ~ ---------- - - - - -- 1� SLOPE o� NNE FORM GROOVED
VERY TO DIRECTION
+ cq o OF FLOW
- \ — UNDISTURBED EARTH
ELEVATION
WHEN SEWER VI, "FORM ABOVE
8.. FILLET OF GROUT OR
8' 0" 3,_o" CON.. AS INDICATED
PLAN 12 - LAYER COMPACTED
GRAVEL
PLACE ROCK BELOW 8•.""
DRAIN HOLE LEVEL TO %31 MANHOLE
ALLOW FOR DRAINAGE 6 j STORMDRAIN
:Ai -6 (STD020) NO SCALE
12. ��o�^� 2, No3 COLLARS
d`YJ 6 6" SLAB
SECTION } EXISTNG PAVEMENT
D OAF ME ICInOCUM A Nnatl
SECTION IY IOEPTH UNKOWNI \ 1 VAq EB AB gEp'D 1 EXISTING AROUND
LA HOT DIPEp tER WELD. CE8 i
2STORM DRAIN OUTLET OUTLET gTRDDTDRAL \�^
\ CONSTRUCT FRAME BY CUTTING C,_8 SECTION. SEE®g COAPACTED �L
\ OUT 8' X'10 PANELS FROM (STDO03). NO SCALE M
2 DAM. CM PIPE WELD OR
BOLT 1/4 ' . STL SCREEN TO / 95% MOOFED PROCTOR
10' MN. ' CLEAN ON -SITE DRY DENSITY IATSM D _R
P MIN. �1, ER A ME. HOT DIP GALV. pgANULAR 30L
\.SCREENED OPENING / ENTIRE ABBY. AFTER FAB.
/
TWO REQ'D.
\ - - -- - -- - -- IF BOLTED USE GALVSTL .HARDWARE -- - --
TYPICAL
BOTT -
OM VIEW oPExINp..
PLaoSS SIDE VIEW
FROP SCREEN
FLOW RESTRICTOR /OIL POLLUTION
%� CONTROL DEVICE, TEE TYPE
O- 6(STD0881 NO SCALE �.
114 OR I 1 R.
40DD
COMPACTED TO ROCTO 95% ME OSITYOIATSM D Pib671
CLASS S ASPHALTIC CONCRETE DRY D N
TOP COURSE: 5/8" CRUSHED ROCK CLEEAN ON
/ COMPACTED It.
BASE COURSE: CLEAN ON -SITE MATERIAL �� DRY DENSITY PROCTOR
)IL COMPACTED TO. 95% MODIFIED ° // 8TT (ATSM D 1557)
IOCTOR DRY DENSITY (ASTM D 1557)
REQUIRED EXCAVATION
MNMMM
`. SUBGRADE IF RM sD1LS1
PAVED AREA NON -PAVED AREA
10 PIPE BEDDING AND BACKFILL
C 6 (STDO63) NO SCALE
EX RA HEAVY
Y
DUT GRATE ..- p -
y D. 6 &C: ROAD STRUCTURAL SECTION 33o
NO. 3BAR EACH CI
NO, 3 BAR EA(
MINIMUM .5' MIN. 5 =0_02 =0.0
SLOPE 2:1 FILL
FILL
(EACH SIDEI Y. 300
'Y1 12" DRUB HED ROCK NATIVE 3
MN
.BACKFILL
PRECAST SASE z' MIN \ 0.00 0.50
ASUPEMEN AT THE" 11 GRAVEL ACCESS' ROAD PROFILE AND SECTION
TOP OF THE EASEI 9 BIOFILTER SWALE
C-E
(STD 0381 NO SCALE NO SCALE
—�
S:0.0600
O8 '1 (STD048)'
NO SCALE
\\
SECTION
GRADE
5" RISER SECTION
g CURB AND GUTTER
+ - NO. J BAR HOOP
2-6 (STDO19)
3/4"=T-O"
O
320
cD
¢
O+
2 - NO. J can NOOV
RISER SECTION
Nw
_ _
PERMANENT HYDRO- SEEDING
PER KING CO. STANDARDS
RURAL TYPE MIXTURE
DUi
1
7.5'
C/L
7.5'
310
NO. 3BAR EACH CI
NO, 3 BAR EA(
MINIMUM .5' MIN. 5 =0_02 =0.0
SLOPE 2:1 FILL
FILL
(EACH SIDEI Y. 300
'Y1 12" DRUB HED ROCK NATIVE 3
MN
.BACKFILL
PRECAST SASE z' MIN \ 0.00 0.50
ASUPEMEN AT THE" 11 GRAVEL ACCESS' ROAD PROFILE AND SECTION
TOP OF THE EASEI 9 BIOFILTER SWALE
C-E
(STD 0381 NO SCALE NO SCALE
—�
S:0.0600
�
S =0,T0p FINISH
� 0
GRADE
GRADE SLOPE
\\
fig :1
O
O
cD
¢
O+
EXISTING \
m
°. U_
o
GROUND— \
O
¢
o
>1DW Wo j
w
0:
w
o
HORIZ.
U
1 " =10' VERT.
mow
NO. J a EAOH WAY y `
7 TYPE 1 CATCH BASIN
C-6 (STD040) NO SCALE
1.00 1.50
ACHINED TO A TRUE
BEARING ALL AROUND
4 MANHOLE FRAME & COVER
C- (STDO21) NO SCALE
CA
HII
W
BODY
WT.-91 LBS.
5 HOSE CONNECTION BOX
C- ISTDO61) NO SCALE
CLEANOUT FRAME AND. COVER
5"
Fe,�
2' SO, GONE. BLOCK
AANG 0 1/2" x 8p
NCHOR BOLTS LAS WATER TIGHT PIPE PLUG
BOLT 3" ABOVE SLAB
FOOR FUTURE GRADE
A uSrMENTs
PIPE OD .1
E. PIPE
a5 BEND
OR 8 NCHN
WYE BUILDING SEWER
PIPE, IF REO'D R
fi" PIPE 1
a =° �To eUd
PPE. IF
12 „CLEANOUT
C -6 STD047)
1�
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50200 -6