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NOTES
4 - o' MIN - »- t D MIN ` A 1. Provide a separate Guth Ramp for Bath marked or unmarked crosswalk.
SEE CONTRACT PLANS SEE CONTRACT PLANS Cush Ramp location mall be placed whnlo the width of the associated
PEDESTRIAN CLHRB - FEE
STANDARD
JOINT P ] PEDESTRIAN CURB -
liar EXPANSION JOINT {rvP.j - _ (TY' � � � SEE NOTE 9 crosswalk. or a8 shown in IFig Contract Plans.
SEE STANDARD PLAN F.D-10 1 LANDING _ SEE NOTE 9 SEE 87AHDARD PLAN F-$Q.70 LARDING '
� 1� 2. Where "GRADE BREAK" LS called out. dlE entire length of The grade
f J break between the two adjacent surface planes shelf be Rush
age '13 , SIDEWALK ��F 3 Od not place Gratings. Junction Boxes, Access Covers. or other appurte-
CURB AND GUTTER r S VVVV l - - " J nances in front of the Curb Ramp or on any part of the Curb Ramp or
i� SIDEWALK •� V landing.
N y L N j 3 R
d See Canlrau Plana for the curb design specified. See Standard Plan
____ CURB GUTTER F-T 0.12 for Curb, Curb and Gutter Depressed Curb and Gunter, and
SEE CONTRACT PLANS r - �~ CURB RAMP CURB RAMP ' DETECTABLE WARNING SURFACE - Pedestrian Curb dBtails.
CURB RAMP ` DETECTABLE WARNING SURFACE - 4' • J' MIN. {TYP f - SEE STANDARD PLAN F-4s.10 5 See Standard Plan F-30.10 for Cement Concrete Sidewalk Details
FACE OF CURB SEE STANDARD PLAN F/5.10 SEE CONTRACT PLANS See Contract Plans for width and placement of sidewalk.
- DEPRESSED CURB d GUTTER FACE OF CURB ` DEPRESSEO CURS S GUTTER 6 The Bid Item -Cement Concrete Curb Ramp Type -" does not include
CROSSWALK [:HDSS'VWALK the adjacent Curb. Curb and Guitar, Depressed Curb and Gunter. P9dastnan
Curb, Or Sidewalks.
a7 The Curb Ramp maximum running slope shag not require the ramp length
W PLAN VIEW DETECTABLE VAR NI NG 5URFACE - PLAN VIEW to exceed 15 feet to avoid chasing the slope indeHnitaly when rarriactrng
LL TYPE PARALLEL A SEE STANDARD PLAN P�5.10 TYPE PARALLEL B to steep grades. When applying the 15-foul max. langth, the running slope
4' -Or MIN. of the curb ramp shall be as flat as feasible.
SEE CONTRACT PLAYS - GRADE BREAK B Curb Ramp, Landing, and Flares shall receive broom finish $ea Standard
° Specifications a-14.
l 2 D1L rAAX COLNITfR E - TOP OF 9 Pedestrian Curb may be omittad if She ground surface at the back of the
1 NOADWAY Curb Ramp andlar larding will he a[ the same elevation as the Curb
- Ramp or Landing and there will be no matenal to retain.
CEMENT CONCRETE PEDESTRIAN f� LANDING DS PRESSED CURB R GUTTER -
CURB - SEE NOTE a SEE STANDARD PLAN F-10.12
AND NOTE a
SECTION A 15 • P fIA%. a'. D' LOIN.
SEE NOTE 7 SEE CONTRACT PANG LEGEND
SIDEWALK SLOPE IN EITHER DIRECTION
15.0" MAX t•ff MIN 16'-4' MAX GRADE SPEAK
SEE NOTE 7 SEE CONTRACT PLANS SEE NOTE 7 GRADE BREAK
GRADE DREAK GRADE BREAK 2-G%MAX
SIDEW7LK � I
fENSIDN WERE
B,31p }AAI� MAX'� CURB RAMP LANDING ` SEE NO IF e Q ATRIC_
2 016 A7dL S 9°F. PEDESTRIAN OURS - $j} E
p L W EXPANSION JOINT (TYP.) - % I ¢ i
-IG CURB RAMP l CURB RAMP SEE STANDARD PLAN F-M AID pqL -P'a� "i {¢a
' I„ANDING !Z �. S I HOG RING .
.L 3f8` EXPANSION,"NT (TYR I - SECTION C V' E , v
SEE STANDARD PLAN F-30.10
SECTION [ B 1 0• *� 3a.c� �,C �� 7$3rd�'s
�J 'CFNPNT CONCRETE NRg RAMP TYPE F Qf STEt` !i} �
PARALLEL B" PAY LIMIT - SEE NOTE d N"NR L S`•'�
'CEMENT CONCRETE CURB RAMP TYPE �.
€1 r
r__ F
PARALLEL A" PAY LIMIT - SEE NOTE S / ��7}-�_ - g ;i y P..
ISOMETRIC VIEW
TYPE PARALLEL A PAY LIMIT
ISOMETRIC VIEW
TYPE PARALLEL B PAY LIMIT
PARALLEL CURB RAMP
STANDARD PLAN F-40.12-02
SHEET I OF t SHEET
APPROVED FOR P118LICATION
Pasco BakoNchHI 8I2W3
�IFmI.I^Ip^ sa.. Ih.p.nin.n er liempwr-bn
ASBUILT ROAD DRAINAGE NOTES + DETAILS
OF
FOREST TERRACE PLAT
A PORTION OF SECTION 04, TOWNSHIP 23 N., RANGE 05 E., W.M.
CITY OF RENTON, KING COUNTY, WASHINGTON
FABRIC 6AI'
END OR CORNET{ {BRACE} POST
DETAIL L_1
BRAGS POST
DETAIL
FIr•SIDfJ DIRE
BAR TENSION W
FABRIC E
TENSION YIRE5
FABRIC BAND (TYP.}
EYE NUT
PULL POST IAT ENO OR CORNER}
DETAIL
EYE BOLT
T" TURNBUCKLE
.- L_J ^ L STRETCHER BAR JYP.f
PULL POST [tl1111.4h RUN?
DETAIL
NSIDN WIRE
CHAIN LINK FENCE
TYPES 3 AND 4
STANDARD PLAN L-20.10-02
sHET z OF 2 SHEETS
APPROVED FOR RUBLICATIDN
PasC4 Bakotich ill UBf21172
�. i=�Lsric en �a-e
HSeilrlglm Saw D.Pwnwnr.1 P-p.nreren
NOTES
J A 1 Provide a Separate Curb Ram for each marked or unmarked Crosswalk. Curb Ram
CEMENT CONCRETE 4' 17' MIN. - SEE P P P
g PEDESTRIAN CURB - CONTRACT PLANS Contra shall 1M placed within the width of the associated crosswalk or as shown in tnl=_
CEMENT T RICONCRETECURB
SEE NOTE 9 / _ ` _ wNG PEDESTRIAN CURB Contract Pans. NOTES
L 4Y, - SEE NOTE a 2. Where "GRADE BREAK" is called Cut, the enthe kn of the grade break between the two °
L CURB RAMP 9M 9' 1 Matenas sh ail meet the requi-ements v
CURD RAMP ! MATCH SIDEWALK (1- 0- MIN.) - DETESEE 8 ANOARO PLAN F�Ta adjacent surface planes Shan t0 Hush Or Standard Speclncatldn $16. Ls�,
Z 1 SEE CONTRACT PLANS 3. Do not place Gratings, Jurk0on Bo es. Access Cnrers, or other appurtanances in front of
nP [ the Cure Ramp or on airy part of the Curb Rem or Landing.
..
C I: 4. See Contract Plans for the curb design specified See Standard Plan F-f0.12 for Curb, CHIN LIV4 FENCE TYPE 7 OR 4- DOUBLE 14 FT CHAIN LINK GATE -PAY OM17 CHAIN LINK TENCE TYPE 3 OR 4
•'" Curb and Gutter. Depressed Curb, Gutter and Pedestrian Curb details. ����- ---� - -------- -----
I P � PRY ilMIT------� DOUBLE 24 FT CHAIN LINK GATE -PAY UuiIT v PAY LIMIT
CONCRETE I Yr EXPANSION JOINT [TYP; - DEPRESSED CURB AND 5. See Standard PIBn F-i0A0 for Cement Concrete Sidewalk Details See Contract Plans
PEDESTRIAN CURB - SEE STANDARD PLAIN F-30.10 GUTTER - SEE NOTES 4 s 6 For width and placement of sidewalk m DATE P O5T [TYP.J -I i!Z' [Ip _ 14 - ff [9R 77 � G' 17 • R" ['rYP I F
SEE NOTE 9 L r 4 . {HDM SCH 40) TIE WIRES [TYP I - O
S. The Bid Item "CefnerR Concrete Curb Ram T does not inc3ude the adjacent Curb, FU IL POST NOG RINGS - SPACUI ;"i, SPACED 4• N UU. PULL POST
CEMENT CONCRETE • BUFFER STRIP (TYP.j - P Type 1 '�' P j
CURBS GUTTER - SEE CONTRACT PI ANS CEMENT CONCRETE CURB Curb and Gutter. Depressed Curb and Gutter, Pedestrian Curb, or Sidewalks. ` .0 2f' ttHJ MAIL (TYP.] :"\ � MATCH FENCE TOP I4HGE- pC � ,- TENSION WIRE - _
w TENSION WRL SFLVACc t7YP J Bw^NG {1YP.) \ A TENSION DIRE
m
AND GUTTER - SEE NOTES 4 s E
D y �` ,
SEE NOLES 4 a e 7. The curb Ramp maximum running slope shall not require the ramp 113r1g1h m exceed 15 Teat
to a%,o d chasing the slope indefinitely when Connecting to steep grades When applying the
DETECTABLE WARNING SURFACE - CRGWAIAC .. .. y , TRUSS ROD -
SEE STANDARD PLAN FJI.70 >' IN
� ; A RB s WTTFR - DETAIL 15-foot max. length. the running slope of the Curb Ramp shall be as Bat as leas O TENSION WIRE I n-yp, r,i
l CURB FiA01L15 DETAIL FABRIC aANnlrrP.1
B. Curb Ramp, Landing and flares shall recelve broom Snrsh See Standard Specifications S-14. D TENs1oN TENSION
L 'WRES WIRES
S. Pedestrian Curb may be omitted it the ground surface at the bLUR of the Curb Ramp andlor 4 r
Landing will be al the same elevation as the Curb Ramp or Landing and there will not be STRETCHER BAR (rvr I - '+ � T
PLAN VIEW material t0 relalR J �F'
TYPE C M ENATION ,��• O B
>�l 0
rl
WITH BUFFER
- -
U P.) ;m I TENSION WIRE ... + • `• ,�' r
LEGEND link.] IHo1 kEoulREn FDA
-+ •-4- SLOPE IN EITHER DIRECTION CHAIN LINK FENCE TYPE 4r VA �-1 F N�'t n ITTOM MNGF k G1 1
Sr. VAGE TYP'i a.' SNNNG STYP l Or
DETECTABLE WARNING SURFACE- CHAtN LNK=ENCE FABRIC ' g24'FN) .PACED
4'- 9' MIN. 1§' - P IdPJ{, SEE STANDARD PLAN FJ6.1a 3' - D' -CHAIN DNK FENCE TYPE 3
CF.MEHT CONCRETE w SEE CONTRACT PLANS SEE NOTE 7 GRADE BREAKT - 0" -{:RAIN LINK FENCE TYPE 4 - - H ;;,NV :1 YP 1
IE - ff MAX. f . D' MIN. 18 -or, AIa,1L
PEDESTRIAN CURB - SEE NOTE 7 SEE CONTRACT PLANS SEE NOTE 7 DOUBLE GATE
SEE NOTE 9 GRADE
2 0%MAX, - BREAK COLITTTETL SLOE TOP OF -GRADE BREAK ptiADE BREAK
9.3% MAX Sdy. NW%. ROAOMV 1
��� 53�� 2016 MAX. �' • 1 e� aWA
INK FENCE TYPE 3 OR S.INGLF F.'T `.I AN; IN{ A-F_ CMAIN : INK KNCF TYPE3L OR
• - PAY Mall r.1:1 PAY LIN I
GATE POST IT NO 7 CH (t0) •r• l'P
LANDING I]EPRESSFO CURB AND GVTTFR - Q RIC.� H
CURB RAMP CURB RAMP Cl1RB RAAF i DIAM IN9M, SCH 4L'] 5' - ]
SEE STANDARD PLAN F-10.42 AND NOTE 5 LAt1pIhIQ Ili � HdG'R RiaS-•.SPAI:.ED v � � - - ..
Pu LLPar NN' II01 MAX ITYP]
SW EXPANSION JOIN° CTYP J - Q 01 Ea'T+TI e � PULL POST �Tltlr
yyy,,, FE TOP r9NGC - -ti+TON -1E 11 GATE PO61 - �. �.
SECTION A SEE STANDARD PLAN F•3a.T0 2� 7� FE , - TC� UL'i=D COLY ON H'NGE S=DC
� .. A E3 TEKHON WRE W° SNCNri 1 +L TER519N VARE 49 op Fkay7 8
SECTION ! C 1 yam. "[ AP _ r.. � 1. '� it ~S /�
I� Thy 'Rl Y77r 1 'o rIF NS OALWRr -F s
Err r $TI GFABRIC BAND TYP j '. (+�y P1.
"CEMENT CONCRETE CURB RAMP TYPE J'1 �� L� \'• •ill 'C TR'.1 r-p rF]lstaN ,SPRI
/ACOMaWATIDN'PAYUMIT-SEENOtR6 aM1RL Hilt
I� R717= MRE T tit
MI MIN - F
CURBRAMP
4'-0 N 3'•P SE
SEE CONTRACT PLANS CONTRACT PLANS
I
auFFER TOP Of
2 I1AJC t-Ip ROADWAY
TI -
�y
CEMENT CONCRETE CURB AND -
CEMENT CONCRETE PEDESTRIAN GLITTER - SEE NOTES 4 S B
CURB ITrP j - SFF NOTE 0 $l?CT[ON 16 I
1$OMETRIC VIEW
TYPE COMBINATION
PAY LIMIT
II` 1 STRETCHER BAR [TYP.J - ^ TENSION WIRE "!' • `
... }�
I
1 f..
D
COMBINATION CURB RAMP x. - - -- • _ rt. -
R.']TTOM�IN3`ONYLIRL- :. : ..: ...... .......-:--":--:... ..._.. .:: ... .... ......j. ...-..-�- -.-- -
I-fP I CNOT RFRUI REa PAR .�-
STANDARD PLAN F-40.14-02 I HAIN LINK RICE SYPEi V I: rl Nl:E - i f
90` S;'atiD ''��JJ
SHEET 1 OF I SHEET CHAIN LINK FENCE. FAB41C j I , HOG RINGS - 111E1
' i TIE W1R ES;TYP.i -
APPROVED FOR PUBLICATION s"- C - Cl'IAIN LINK FENCE TYPE $ -� SPACED @ 14- IINI MM.
2'-G - CHAIN LINK FEW_E TYPE I t2• ROVND {fyp)
POSCO Bakci fll Ill -I F
ww •vb• Ina +=gym. r.r7.Pi«ri�.. SINGLE GATE
BENCHMARK
FOUND PUNCHMARK IN 1 %" BRASS FOUND PUNCHMARK IN �" BRASS PIN
DATUM DISK IN CONCRETE MONUMENT IN CASE IN CONCRETE MONUMENT IN CASE
0.4' BELOW GRADE (7/20/2017) 1.4' BELOW GRADE (7/20/2017)
HORIZONTAL DATUM: VERTICAL DATUM: OBSERVED (NAD 83/11) OBSERVED (NAD 83/11)
NAD '83/'11 NAVD '88 N:191092.94, E:1311476.14 N:191241.77, E:1311481.30
1 RECORD DRAWINGS AS BUILT
REVISION
TJS 1/12/22 BJT SURVEYED:
DESIGNED:
US
DRAWN:
US
CHECKED:
BJT
BY DATE APPR APPROVED:
WIT
o-V I, F'
Wm. Ed
May 610143i57M
CHAIN LINK [LATE
STANDARD PLAN L-30.10-02
S: EE' + OF 2 sHEETG
!APPROVED FOP 13 i Ir'4-nl L
ga.1 Il�t.n.r. Tau„
!J"�^i1Y` inn ll_ni+. a'Rk
jW D.e M.1 d
SCALE:
0
TENSION WIRE
HOG RING
FABRIC BAh
END OR CORNER [BRACE? POST
DETAIL
sRACE Pas'T
DETAIL LJ
END OR CORNER JMAOEi POS1
TENSION1A11RE PULL POST
TENS" WIRE '
FABRIC BANM CTYP.f -�
STRUCAER BAR iTYP.i�
Q4LS
TENSION'MRF
_ NOG 5>zAVtD Zr N 4" MAX.
'fh51DN'MRE
BAST TE aMON N
FABRIC 1
TENSION 'MIRES
FABRIC BAPPD MP.[
T6>45I0N WIRE
i 1
LINE POST -SPACED,
IV Vim.
TIE WIRE.
I".)
�
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a
N
C
ha
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v
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T_
TYPE 3
10'I
BRACE TENS
PO&_ WILE
TENSION WIRE
TIE WIRE
EYE NVT
FULL POST IAT ENO OR CORNER}
DETAIL u
1j ` STRETCFER BAR iTYP.j
PULL POST rwRHN RUN}
DETAIL
NSION WIRE
CHAIN LINIf FENCE
TYPES 3 AND 4
STANDARD PLAN L-20.10-02
Sh I EET T OF 1 sNEFTs
APPROVED FOR �UBIIICATION
FOSCO Bakotrch III Ufi121r12
NOTES
PULL POST - SPACED HOG RINGS rl`YPJ
TOC�' WX BRACED � 24' MAX. 1. All Concrete post bases steal be FD'
P•I mlrhlmum diameter.
` yP NiED 80.VAGE D TENSM WIRE BRACE POST 2. Along the top and bottom, using Hog
_ Rings. raaten the Chain Link Fence
Fabric to the Tension LYlre within the
Imps of the first full fabric weave.
3. Dowls aw Illustrative and shall not
FABRIC BAND (TYPJ
KNUCKLED sELVAb!'
(TYP.)
END OR CORNER (BRACE] POST
TENSION WIRE
IIY MAX. 7VP.
B
TE�iS16h15NRE PULL POST
LINE POST -S.PAOEO
BRACE KNUCKLED
TENSION WIRE
R1L7 MAX.
PIdST SELVAGE[1
TENSION WARE
TIE WIRE
ti
TENSION WIFE
(NP ]
STRETCHER
i
TIE WIRE
BAR {TYP,}
a L]
Uyp.1
FABRIC BAND [TYR.]
FABRIC BAND ITY PL j
I'
G
r
-
b a
Bd
[va
WYp.) 3ELVA4E
N
frvCONCRETE
POST
- BASE ITYP.]
TYPE
3 112'
POST AND RAIL SPECIFICATIONS
PIPE
ROIL FORMED
POST
NOM. SEE
(5CH.40?
SECTION
WEIGHT
IbMI
LO.
- FE}10E L INF _
END. CORNER OR PULL POST
21Y1' DWAf,
5.1 D
tit
FAgRIc LOOP
-2SIDES Y
LINE OR BRACE POST
2'DWh1.
1A6
N/A
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 19W
HORIZONTAL- NAD 1983/1991
DATU M
• CITY OF
1;R] RENTON
NkMOF
Planning/Building/Public Works Dept.
TENSIONWIRE limit hardware design or past seieG-
Ilan of any partcuiarfence type.
TIE WIRES STRETCHER }OAR ITYP.I SPACED 0 14" MAX.
-CHART LI!JK �TENsiauwIRG
FENCE FABRIC - pD-9
CONCRETE POST
BASE f1YP.j -
FABRIC SPACER i15'MAB-1AA7(
PULL P09T-SPACED HOG RINGS ITYPJ
@ 69P MAX. SPp.GED 7a' huX,
TETV3I41J SIRE ERACE POST
r- TENSION WIRE
STRETCHER
BAR (TYPJ
CHAIN LINK
FENCE FABRIC
STRETCHER
ABRIC
METHOD OF FASTENING
STRETCHER BAR TO POST
T d F
a�+R
gpga
�aa {tatST*R��
$8$I0hAL
t'♦Y� yEO-Y
CHAIN LINK FENCE
TYPES 3 AND 4
STANDARD PLAN L-20.10-02
5h$E-r t OF 2SHE$r5
APPRD+lED FOR PUBLICATIRN
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IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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ASBUILT ROAD DRAINAGE NOTES + DETAILS 2/7/2022 m
FOREST TERRACE PLAT �Oo
PULTE GROUP, INC DRAWING NO: LLJ
3535 FACTORIA BLVD S.E., #600 oc (w,
SHEET:
BELLEVUE, WA 98006 An m. Q v
�FV A I I m