HomeMy WebLinkAboutR-42782600
I
O
I
LI..I
iB� EVENLY SPACED FIDLEB ON 10 3I&' BOLT
CIRCLE FOR S4LTING TO FLANGE CONNECTION
LEVEL LINE
SEE NOTE
FRONT SIDE MAXIMUM OPENING OF GATE
HANDLE WITH LOCI{ PIN
ADJUSTABLE LOCK H4QW WltH LOCK SEREW°
1' ROD OR TUBING. VARIABLE: LENGTH
LIFT HANDLE
E
4
LIFT HANDLE SHALL M ATTACHED PER
MMUFACTURER'S RECOMMENDATIONS
NOTES-
I SHE AR -GATE SItALL SE ALUM 4141IM ALLOY PER ALSTI.$ 8-26-2G-32a OR CAST IRON ASTM A48 CLASS 30B AS R.Ecw inEO
2 GATE $HALL BE 6 INCH DIAL. UNLESS OTHERW15E SPECiREA
3. GATE SHALL BE JOINED Ta TF-E SECTION BY SOLTINC, {THROUGH FLANGE), WELDN13% GR OTHER SECURE MEANS.
d. LIFT ROD: AS SPECIF'IIED BY FI WiTH NAII+tDLF EXTSt DING TO 1MTm NI ONE FOOT OF COVER AND ADJUSTABLE HOOT[ LOCK FASTEKED TO FRAME CLR UPPER
HANDHOLD.
5 GATE SHALL NOT OPEN BEYOND THE CLEAft OPENING BY LJMITEID HINGE MOVEMENT, STOP TAB. OR SOME 07-HEIR DEVICE
6 NEOPRENE RUBBER GASKET REQUIRED BETWEEN RISER MOUNTING FLANGE AND GATE FLANGE.
a'- MATIN15 SLIRFACES OF Llp AND 000V TQ UE MACKNED VOR PROKIll 1=1T-
8 FLANGE MOUNT11" BOLTS SHALL BE 318` D k STAINLESS STEEL
9 ALTERNATE CLEANQLfTaHEAIR SATES TO Ti iE DES ON SHOWN ARE ACCEPTABLE, PROVIDED THEY MEET THE MATEWAL SPEGIF ICATIONS ABOVE AND HAVE
A SIX BOLT. 1U M' SOLI CIRCLE FOR BOLTING TO THE FLANGE CONNECTION.
UNLE55 UTHERWiI IIDTEp, DRAVIFINC 15 -NOT TO SCAU (PITS¢
STD. PLAN - 237.31D
_ PUBLIC WORKS DEPARTMENTTEE SECTION SHEAF GATE GAS 912812018 1
F.hIC S{'EKI FAwr171Hp: ._ � s 1 1
TEE SECTION SHEAR GATE
NOT TO SCALE
PIPE ANCHOR
NOT TO SCALE
24"
12" MIN.
Q°
°a
a
�1. 6„ MIN.
11=11 l i! ITi- lil_ ITI�k
I fF _ _ I IIIII 02 I_=u 1=1I1=
JI I11-
CONC. FOOTING
KEYED INTO SOIL
SECTION A
1c' mm.
TOP 9N.I. "').
SEA NOTE d
A
TIE YYIRES ('CYP.I
347
SPAOE04g14" Mti7<`
I
TENSION
WIRE !TYP.) �
END PO&T STRETC 41FR
FAEMC
CHAIN LINT{ BAR (TYR.) -
HEI{� HT
FENCE FABRic
(TYP I PULL POST
ffyj3_
iAT END OR
TENSION CdRh#I -
WIRE (TYP.I
.94 7%
HDO RJNGS ITYP.)
SPACED L,qy 2tt4' MAX
*
6" T
SELVAGE [TYP.i
END
TIE WIRES ITYP )
SPACED 0TA' MAX.
FABRIC BAND WITH
BOLT AND NUT MP
SPACED A 15' MAX
D CcfKEI
7 SEE NO
,1.
�TyP. a #,
CONCArzTrz P0.ST SA£E (TYP.1 CORNER
Vr OIA #III N.
{'i
34 7
TIE WIRES ITYP) & FABRIC~
SPACED Q 14' MAC, HEPaH7
{T'rP• I
LINEAQST SPACED
p 1 Q. I.yl-X
r T, ] ffy43-}
SEE NOTES -
LINE POST
1&
M4TUH FI:NGE SI=LVAGE (TYR) -
TIF WtRFS (TYP_) GAS LA TI~,1 [
SPACED @14" MAX
POST, FRAME, AND RAIL SPECIFICATIONS
(HIGH STRENGTH SCHEDULE 40 GALVANIZED PIPE)
MEMBER
OUTSIDE D]AMETEIR D.D.
WEIGHT (LBWD
GATE POST
4'
6.55
ENC) POST i CORNER POST
PULL POST
2.719'
d.6q
LINE POST
2-WS'
3.12
GATE FRAME
1-7t8'
2.29
TOP RAIL
1-"'
1,83
GATE FRAUE (TYP I
TOP ilWC+E -1aO'
SWING (TYP,) --
14'
I TOP RAIL (TYPA
FABRIC EIAKD VVITH
CARRIAGE BOLT AND NVT PULL POST
6' (TYP.) SPACED C 15` MAX !AT GAsTEI
J=A,ERRIC; TENSION
NEIGH- PLA.L PAST GATEPOST WIRE irYP. I
ITYP I [AT GATE)
STRETCHFR BAR (TYP,) TRUSS
roar ITrP.]
4 ---�-• - -��- �' ' 16- BOTTOM HINGE � HOG PtING5;I'YP 1
ON GHAN4 LINK FENCE MATCH FENCE_' _
5 WIREI;TYP } FABRIC ITYP.j SELVAGE lTYP } �12" RO11N[} SWIHt3 {TYP.I +' I SPACEID Q 2a' MAX. K
r- 10" KAI N
- 10' MIN ROUND 3'-0' MP I 12' ROLIND 12'RI �` C� �.' 3a.z � �~ ROUND
GATE
GENERAL NOTES:
1 FENCE MATERIAL SMALL BE f! GAUGE GALVANI2E0 STEEL FABRIC WITH BONDED VINYL COATING. a INYL COATING SHALL BE COWATIBLE WITH TIHE SURROUNDING ENVIRONMENT AS APPROVED BY THE CITY {E G.
GREEN IN OPEN. C4kA,SSY AREAS AND BLACK IN VsrOOE]Ed AREAS). ALL POSTS- CROSS BARS, AND GATES SHALL BE PAINTED OR COATED THE SAME COLOR AS VINYL CHAIN LANK FENCE.
2, UNLESS OTHERWISE SPECIFIED ON STD, PLAN 234.60 DR ZA.70, STANDARD MATERIALS USED IN CONSTRUCTICW OF CHAIN LINK FENCE AND GATES SHALL BE IN ACCORDMJCE WITH WSDOT STD_ SPEC SECTION 0•16.1.
9. ALONG THE TOP .AND BOTTOM. USING WIRE TIES AND HOG RINW. FASTEN THE CIiAIN LINK FENCE FABRIC TO THE TOP RAIL AND TENSION VAR WITHIN THE LIMITS OF THE FIRST FULL FABRIC WEAVE.
4. W17HIN 14 FEET OF A TRAVELED LANE_ USE TENSION WIRE INSTEAD OF A TOP RAIL.
3- BOTH SIDES OF A CORNER POST SHALL CONNECT TO A PULL POST IEEE END DEFICTIONI.
6, 1 F SOIL ALLOWS- LINE POSTS MAY BE DRIVEN DIRECTLY PNTO GROUND A MINIMJJ M OF 2'•6` INSTEAD OF US ING CONCRETE FOS T BASE LIN LE55OTH ERW 15E NDTED. DRAWING 15 NOT TO SCALE (NTsI
STD. PLAN - 234.60
PUBLIC WORKSUeB 11xa x
DEPARTME=N POND FENCING AND artin Pa tuoi�2� ,�1 ff o
URI
POND FENCING AND GATE
NOT TO SCALE
NOTCHED WEIR
CUT IN RISER
LENGTH=0.25"
2 OVERFLOW BIRDCAGE
C4.4
OPEN TOP
TOP OF STRUCTURE
_ ELEV. = 383.35
RISER ELEV. = 382.85
CLEANOUT GATE AND ROD
FOR CLEANOUT/DRAIN
(ROD BENT AS REQUIRED
FOR VERTICAL ALIGNMENT
WITH COVER) SEE KCRDCS
NOTCHED WEIR DWG. 7-026
18"
RISER
NOTCHED WEIR
CUT IN RISER
ELEV=381.15
12" O INLET
HANDHOLDS, STEPS OR
LADDER SEE KCRDCS
DWG. 7-006
CATCH BASIN, TYPE 2
I E = 378.75
z
N
z
N
54"
NOTES
1. EXCEPT AS SHOWN OR NOTED, UNITS SHALL BE CONSTRUCTED IN
ACCORDANCE WITH THE REQUIREMENTS FOR CATCH BASIN TYPE 2, 54"
MIN. DIAM.
2. OUTLET CAPACITY: 100-YEAR DEVELOPED PEAK FLOW.
3. METAL PARTS: CORROSION RESISTANT STAINLESS STEEL OR
ALUMINIZED STEEL.
4. FRAME AND LADDER OR STEPS OFFSET SO THAT:
A. CLEANOUT GATE IS VISIBLE FROM TOP.
B. CLIMB DOWN SPACE IS CLEAR OF RISER AND CLEANOUT GATE.
C. FRAME IS CLEAR OF CURB.
5. IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE PIPE:
OUTLET PIPE TO HAVE SMOOTH O.D. EQUAL TO CONCRETE PIPE I.D.
LESS 1/4".
6. PROVIDE AT LEAST ONE 3" X .090 GAGE SUPPORT BRACKET ANCHORED
TO CONCRETE WALL. (MAXIMUM T-O" VERTICAL SPACING)
7. PIPE SIZES AND SLOPES: PER PLANS.
8. PROVIDE NON -POROUS, NON -SHRINKING GROUNT.
RISER OVERFLOW
ELEV. = 382.85
NOTCHED WEIR
12" O OUTLET
12" MIN.
RESTRICTOR PLATE W/ ORIFICE
ORIFICE = 1.95" O
ELEV. = 376.75
�I
CONTROL STRUCTURE
a 4 SCALE: 1" = 2'
T.
of 0 ��, °F wASIry, 111
,n CD SURVEYED: SCALE:
0 0 x VERTICAL: NAVD 1988
N DESIGNF RI HORIZONTAL: NAD 1983/1991
N - TACOMA SEATTLE JI / CITY OF
N o fit, DRAWN: RENTON
�o 4697' w� S P O K A N E • T R I -CITIES 2 REVISED PER CITY COMMENTS DATED 04/02/24 RI 9/6/24 GB ONE INCH
.��s ty
'GIST I �11s�' 2215 North 30th Street, Suite 300 Tacoma, WA 98403 1 REVISED PER CITY COMMENTS DATED 10/25/23 JMT 2/16/24 DATUM
CHECK AT FULL SCALE Planning/Building/Public Works
Know what's below. sIONAL E� 253.383.2422 TEL 253.383.2572 Fax www.ahbl.com WEB I</ MW SCALE NOT
OACONE INCH
Dept.
NO. REVISION BY DATE APPR APPROVED:
Ill before you dig. 09/10/2024
PLAN
R-427826
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
F
MENTENGINEERINGnh 12/04/2024
MAPLE HIGHLANDS
AHBL JOB #2221005.10
POND NOTES & DETAILS
DATE:
9/6/2024
FIELDBOOK:
PAGE:
DRAWING NO:
C4.2
SHEEP: 26 OF: 39
R- C4.2
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