HomeMy WebLinkAboutR-406215A PORTION OF SE 1/4, SE 1/4, SECTION 32, TOWNSHIP 23 N, RANGE 05 E, W.M., KING COUNTY, WA
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GENERAL. NOTES:
t . The Irdarlt-of this design Win IWI t0a the mmuM, : ":•%
of a wilahbealn vAth minfmal dlsblrbsm
of the &JdL ,
2. The expanelon jt0htts of fhe ' G �'�' .r`�
tie adjumed to be In
Ilse wlfh lhesel curb
lam• :r�J. •. �. 1;,• I
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ISOIME41C VIEW
CEMENT CONCRETE CARS VM' K" - 1MA
+ PU3311c WORKS INSTALLATION AT PRo D:
DEPARTMENT CATCH BASIN$
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- �•� CEMENTCONCRETE
CURS 6 GVTrFR
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(SEE NOTE 3)
CONCf�7E -
SIJEVWILK 1� ,. i
DEPRESSED MONOLITHIC
CURB a GUTTER
/� (WE DETALLTIRs51ifETJ
`
TYPE C2B - ISOMETRIC VIEW
(COMMERCIAL, WFTI-i BUFFER)
NOTES
1 When a driveway w dth exceeds 15 fee, construct a full depth
expanslon joint with 3/8' Joint filler along the driveway lane Ilnes
FACE CIF OURS
(Sm slid. plan 102). Construclexpansion Join-, parallel wlththe
Bell SMDEPRESSED Cf®DETAIL
°,fr - ON t °SHEET
oen'.edine as required at 15' maximum spacing wheno driveway
CONTRACMUN,NT -
ere nwN to \
widths exceed 30'
s Irr
11l R 110,
2. See std. pion 102 for sldewalkdotal ls
ROADwAI
3. Curb designs be
"}
and gutter shown, other curb may Specified.
See aid, plan 101 for curb details
4. Not used
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5. The engineer will design all driveways to Inc!ude e!evoJons at all
Nett OIOVEYW Y LONDmIaaaAL LDVANSION
points marked with symbol *W. All elevador^s are at the bad( of
JOKs � se FULL am""
MONOLITHIC CURB � 9 a GUTTER DE -TAIL
curb top on uphill side.��
6 Nei used
7 For Driveway Widths ass DRIVEWAY STANDARDS
(See NOTE 10) The expansion joints (see std plan 102) shall be
spaced as shown In the corresponding Isonwitc view.
B. Slopes shall comply with sections R303.2.1 or R303.2.2 or
-FACE OF ADJACENT corm
R303.2.3 of the Revised DraftGuidelines for Accessible Public
1"
Rigbts•or-Way of Nov®ba 23, 2005 (PROWAO).
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9. Curb returns for any Type C-MAX Driveway may be approved an
IL
a case-bycas l basis
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ausAoa
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10. STREET STANDARDS= Renton Municipal Code (RMCI
/
Tittle IV Development Re;ulagorts
CHAPTER 6 STREET AND UTILITY STANDAROS
Section 4-"60 STREET STANDARDS
DEPRESSED CURB DETAIL
AT RES DENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS
DRIVEWAY STANDARDS - Renton Municipal Code (RMC)
_
Title IV Development Regulations
Driveway Example: TYPE C1B
CHAPTER 4
R=Re msAm. C.CamRwdM
CITY-WIDE PROPERTY DEVELOPMENT STANDARDS
NumhardLaTLr, -- 1
�j
Section 4-4-CaO PARKING, LOADING AND DRIVEWAY
(MAXUna cornrtaraeq
REGULATIONS
6-tkharlPtarlEnsSap) a.arc.N'o9uPo ---
FM. PLAN - 104.2
PUBLIC WORE:
.nw� DEPARTMENT
'
CEMENT CONCRETE DRIVEWAY
ENTRANCES - NOTES AND DETAILS
�
�[ , . �__. -„ •-_ ,,/
Know what's below.
Call before you dig
05/27/2020
FACE OF CURB
51r2 1'
12"R. - _ 1•R 124
1 1 TOP OF
ro 12" R. ROADWAY
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T �
I
1' - S• CEMENT CONCRETE
TRAFFIC CURB AND GUTTER
FACE OF ADJACENT CURB
e 17Y- _ FLUSH WITH GUTTER
PAN AT SIDEWALK
RAMP ENTRANCE
1:12 1:24
TOP OF
12"R. ROADWAY
1
I
1 -6 -
to
DEPRESSED CURB SECTION
AT SIDEWALK RAMPS
3ra"
6' CEMENT CONCRF'F
1/2"R. 1"R SIDEWALK RAMP
VARIES OR LANDING
FROM ;
6"TO0
6'
I
3/8" PREMOLDED
JOINT FILLER
CEMENT CONCRETE
PEDESTRIAN CURB
AT SIDEWALK RAMPS AND LANDINGS
FACF OF ADJACFNT CURB
6 12"_ r
SEE DEPRESSED CURB DETAIL THIS SHEET
1:24
TOP OF
T 1 1' 12" R. ROADWAY
2"
1 -
1
1
DEPRESSED CURB SECTION
AT RESIDENTIAL DRIVEWAYS ONLY.
FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 104.2
FACE OF CUTS
5 1r!' _ 1'
1" R
FACE OF ADJACENT CURB 1 +
TOP OF
• . � • GUTTER SURFACE r ROADWAY
PREMOLDED
JUINT FILLER r
E FULL -DEPTH 1"R,
_ a 114"
EXPANSION JOINT -
1 R. CEMENT CONCRETE
/ TRAFFIC CURB
DEPRESSED CURB DETAIL
AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS
GENERAL NOTES:
1. See standard plans 102 end 101.1 for curb expansion and contraction pint spaang.
2. Expansion joint shall be full depth, 3/8" tin.) premolded joint filler.
3. For Depressed Monolithic Driveway Curb & Gutter Section, see Standard Plan 104.2
STD. PLAN - 101
t► PUBLIC WORKS CEMENT CONCRETE CURBS PPF'"
DEPARTMENT
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ENEIII ONCIIETE r- CYlI WNIY`TXD FT-"a°a GUt'TSA
Cip"MCIRDER-•„ wEaPAAS10NJONTEN"1 ral
SECTION *Et STD. PLAN Na
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TYPE R 1 B - ISOMETRIC VIEW
(RESIDENTIAL WITH BUFFER)
CENEN7 CONCRETE
CURB a GUTTER
For NOTES STD PLAN 104,2
STD. PLAN - 104.3
G PUBLIC WORKS CEMENT CONCRETE DRIVEWAY ;, ,
DEPARTMENT ENTRANCE -TYPE RIB I I'• \ i'LT
M OM
PLO
ENGINEERING
Surveyors & Civil Engineers
P.O. Box 412
Ravensdale, WA 98051
(206) 420-7130
www.PlogEngineering.com
° RAISED EDGE DETAIL 1'_p• SIDEWALIK
LEVEL �.I 12• EXTEND.IDIFWALKTRANSvEss;E 1'.0' 1•.0' ye^f7M PRFMOLDED JOINT FINER
1R• ON) R I JOINTS TO INCLUDE WJSEC EDGE TYPICAL WHERE APPLICABLE
ROU DING 20% ( ) gyp.)
I? IN R. FOR CUNB DETALS
Ip a SEE STO PLAN 101
�EXI5TING ROADWBASal
AY,• . ►' ••• SSe►J'` - .,._�'• •� ).,1., // CRUSHED ROCK
RY
SEE RAISED EDGE . -- ---
1' • 0• SIDEWALK DETAIL - THIS SH TYPICAL UNDER ' CRUSHER) SURFACING TOP COURSE (CSTC)
ALL CUT
MIN. SIDEWALK OMPACT TO 95% MODIFIED PRJCTOR
SLOP7
WITH RN SE EDGE (UNLESS REQUIREMENT WAIVED BY
12' ENGINEER) TYPICAL UNDER ALL CURB,
GUTTER ° SIDEWALK CSTC UNDER
i.0% 1 15% FOR CURB DETALS CURB A GUTTER TO Be r THK;NNESS OR
SEE STD PLAN 101 MATCH EXISTE. ING ROADWAY CRUSHEDROCK
' � j, `_ • •�� `T •• MALL CURB a GUTT IS GREATER (TYP FOR
r . ERi_
1 FINISHED GRADE I' (IN) BELOW
TOP OF CONCRETE SURFACE
-
ADJACENT TO CURB 2* p $IDEWT•11( 1.0' 1.01 MIN.
7? (IN)R. (TYP,)
ROIJ OING
Z 1 FOR CURB DETAILS
•�� SEE STD PLAN 101
RRIDGE OR PEDESTRIAN qT ;Br• .. - p�' S•-1..
RAILING
FOR CURB DETAILS ADJACENT TO CURB
SIDE
WALK EWALK SEE STD PLAN101. (STEEP FILL SLOPES)
CONTRACT PLANS ALL OR BARRIER
I I 1 W ON) R (TYPJ
RUSH / I SIDEWALK
6%
� yL l2 pR. t
VERTICAL WALL- �-ay y?•'�' _:: - _ _
SEE DETAIL °
3IE"(I NI PREMOLDED a
JOINT FILLER
ADJACENT TO CURB AND RAILING OR WALL PRENOLDED
FOR SIDE JOINT FILLER
THEATIA SEE sIDEwMI( BUFFER STRIP SIDEWALK ADJACENT TO WALL DETAIL
SIDEWALK (SEE NOTE lq
sE 'T. 1/r (IN) R
/> FOR CURB DETAILS
\ +' t.a% SEE STD PLAN 101
-- BROOMED FINISH
'^'Kq• OR MATCH EXISt1NC
W WIDE. SMOOTH
TROWELED PERIMETER
FINISHED GRADE 1- R BELOW TOPOF CONCRETE _
SURFACE FOR PUNTING -FLUSH IF PAVED d 0• f
10 S CEMENT CONCRETE CURB
ADJACENT TO BUFFER STRIP l � �^ ~ \ (CURB AND GUTTER SHOWN)
/ �'� FOR CURB DETAILS
• d �� / SEE stD PLAN tot
I/a• TO v4-
NOTES f� //\ 1 _ - /�/ -
1. Four feet of the sidewalk Width Shall ii COONTRAC71ON JOINT
be the minimum pedesxian IN SIDEWALK ONLY ° ��•
duesslble route �•�� free of vertical \\/ ° . , .ti• 'C
and horizontal obstructions. Grating,, i��' / • • • R
Access Covers, Junction Boxes, FULL -DEPTH FJWANSION Jp11TINBOTN '•'
��� / CURB MO SIDEWALK
Cable Vaults. Pull Boxes and other (sEE sTo FUN toL.L)
appurtenances within the sidewalk " �� ore^ C CONTRACTION JONT
must be flush with surface, and match
grade o1 the sidewaat. �� JOINT AND FINISH
- DETAIL r r •
2. Monolithic Cement Concrete Curb and •' •� ��':
Sidewalk Is not permitted In new For other referenced NOTES see _
construction. When replacement Work STD PLAN 104.2.
ne-itatesa Monolithic Cement
Concrete Curb build per'wSCOT ., to iR.IFR
Standard Plan F-30.10.03. Paved surfaces must Comply with
STD PLAN 102.1 as applicable. E FULL -DEPTH
3. Concrete to be 4,000 PSI. EXPANSION JOINT
STD. PLAN - 102
PUBLIC WORKS CEMENT CONCRETE 1, r,1,R J,T
DEPARTMENT SIDEWALK ( �0
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eIO REM IINCLJOE58ElEY+HKRlJ+3: _
vAR&; tsEE NCitE ;'.
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DRvEWAY REDJ.IRED
W EKPANSWN JOINT Tyr i
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LOP 1" ) % tat6 NOTE al
SLOPE (rrP.
Ta' CON•IUCTm11 JQNT rrYP 1
SEE $10. PLAN 140 "
11\pIIa RFl14 N4M11Aa �_
ONYA•Mr rn J@I1TA'F
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W VNr'I L"KCEM.LD
CEMENT
CONCRETE
SOEWALx
1
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PLAN VIEW
IrYPE C3 SHOWN Ct A Ci a C.MAY SIIALARI
(SEE NOTE a)
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RfSSEDCURSaOL'•rER
DEP(SEE NOTE A
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iOEWA.K WIDTH
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For NOTES see STD PLAN 104 2
Y S. PLAN - 104.4
* �* PUBLIC WORKS CEMENT CONCRETE DRIVEWAY PPR
` DEPARTMENT ENTRANCE - TYPES C1B, C2B,
I C3B- and C-MAXB (WITH BUFFER) (�yJ
EXISTING ASP.HI
PAVEMENT
SAWCUT
(SEE NOTE 2)
ARTERIAL STREET MINIMUM
7" HMA (or ACP Class B)
(SEE NOTE 1), OVER
6" CRUSHED ROCK
RESIDENTAL STREET MINIMUM
4" HMA (or ACID Class B)
(SEE NOTE 1), OVER
B" CRUSHED ROCK
NOTES:
1. MUST MATCH EXISTING THICKNESS IF GREATER.
2. SAWCUT SHALL BE POSITIONED V - 0" BEYOND EDGE OF
DAMAGED PAVEMENT.
3. THE INTENT OF THIS DESIGN IS TO DESCRIBE PAVEMENT
PLACEMENT AT "THE GUTTER FACE. SEE STANDARD PLAN
FOR CEMENT CONCRETE CURBS.
1
PUBLIC WORKS CURB AND GUTTER
DEPARTMENT REPLACEMENT DETAIL
COVER PER STD PLAN 401
PATCHED AREA
1 � •COVER,•:�:�>:
(SEE NOTE 9)
A
SEAL EQUALNITH ANDADRYO00 SANDRAFTERO�DJ PLAN
PATCHING NTS
(SEE NOTE 9) Ax OUTSIDE DIAMETER OF
ADJUSTMENT RING AND SEE NOTE 2
I I BOTTOM OF FRAME -�
1
MORTAR JOINT(S) (3/8" MIN.-2" MAX.) ADJUSTMENT RING (1" MIN.). SEE
SEE NOTE 3 AND SPECIAL PROVISION NOTE 6.
7-05, 3(1).
SECTION A -A
NOTES
1. REMOVE PAVEMENT AND BASE MATERIALS FOR A DISTANCE 5. CONSTRUCTION AND ADJUSTMENT SHALL BE PERFORMED
WHICH IS EQUAL TO THE DIAMETER OF THE FRAME PLUS ONE ONLY BY JOURNEYMAN MASON.
FOOT (MIN.). ADJUST CASTING FRAME TO PAVEMENT
SURFACE USING RISER RINGS AND MORTAR. S. ADJUSTMENT OF THE FRAME TO GRADE SHALL BE
ACCOMPLISHED WITH ADJUSTMENT RINGS AND MORTAR ONLY.
2. REPLACE EXCAVATED MATERIAL WITH A MINIMUM OF W OF THE USE OF SHIMS IS PROMWMD.
HMA CLASS J PG a4-22 (OR TO A DEPTH THAT IS 2' BELOW
THE BOTTOM OF THE UPPER ADJUSTMENT RING WHICHEVER 7• FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY
IS GREATER) OR AS APPROVED BY THE ENGINEER. TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS
DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT LENGTH.
3. ADJUSTMENT RINGS AND FRAME SHALL BE FULLY BEDDED IN
MORTAR. MORTAR SHALL BE ASTM C270 FOR TYPE S. S. ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND REMAIN
VISIBLE UPON COMPLETION.
4. MORTAR SHALL BE MIXED AND APPLIED PER
MANUFACTURERS DIRECTION& S. X- V-0' MIN. TO 2'-W MAX. - PER ENGINEERS INSTRUCTION
STD. PLAN - 108
• PUBLIC WORKS TYPICAL CONSTRUCTION RovgD;
bl� DEPARTMENT AND ADJUSTMENT OF
0
MANHOLE RISERS
w DA
1
READY FOR SUBMITTAL
MXP
05/27/2020
MXP
SURVEYED:
MXP
SCALE:
VERTICAL: NAVE) 1988
HORIZONTAL: NAD 198311991
°
2
1ST REVIEW REVISIONS
MXP
11/05/2019
MXP
SEE GRAPHIC
CITY OF
DESIGNED:
MXP
3
2ND REVIEW REVISIONS
MXP
04/05/2020
MXP
R E N T O N
4
3RD REVIEW REVISIONS
MXP
05/27/2020
MXP
DRAW": CM
ONEINCH
DATUM
°
Planning/Building/Public Works Dept.
CHECKED:
MXP
AT FULL SCALE
IF NOT ONE INCH
NO.
REVISION
BY
DATE
APPR
SCALE ACCORDINGLY
APPROVED:
MXP
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O
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L J
CA
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1
r
R-406
15
1
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
Nathan Janders 06/23/2020
Q
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SURFACE WATER UTILITY a
jfarah 06/24/2020 o
CIVIL PLAN SET DATE: LU
05/27/2020 �U)
LU
H A E V I N RIDGE SHORT PLAT PAGDBOOK: 0
R E N TO N, WA DRAWING NO: z
DRAINAGE DETAILS SHEET: 80F:1 8 LU
15 23 =