HomeMy WebLinkAboutR-38180812"
{ ADA FRAME & GRATE
WITH LOCKING MECHANISM
min1.,n.
Ilmlraa' PIPS j, w [aeenato4i J
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max, Ireik43F,P�6mne•hedtllr.PPIPE ALLOWANCES PIP&trr+e""W 6I MIN 12"x12" SQUARE GRATE W/PEDESTRIAN
MAXIMUM � 4�SPACED GRID SIMILAR TO ADS H-10 HINGED.
FRAME AND VANED GRATIE PIPE MATERIAL AMETINSIDQIAMEiER PLASTIC VALVE BOXSET FLUSH W/ FINISHEDREIRFORD,80M I-h'r'° W/ 8" DIA LID LANDSCAPE GRADE
PLAIN CONCRETE 12'""1a^ °''�'`PI''r-urJeym FINISHED GRADEAiLMETAL PIPE 15�• �,��I Inrol # @ GRAVEL THREADED CAP DUCTILE OR CAST IRON FRAME
WALKWAY
as CPSSP* 12• • A=4` rnkr, 2r I,a, a-W J9Pm•' rr n /VA//VA//VA//VAO �VA�O n
tsTO. sPEc.9 anp $ �,• I,p, 3 18 \/\/\/\/ \/\ � \ 12 DIAMETER
� FINISHED GRADE � � /iVA//VA//VA// // � //O�
s� (STU. WAt1PVC rs A. foetal an-d Concrete Pipe
w SOLD. WALLP051211I} ®PAVING NOMINAL
PROFILE WALL 1s. Meddling Fnr Flexlble PIPE 1211
2 �ii0/�Ai 00 AO A /
Z ADAPTS TO VARIOUS PIPE
B' 4R 12' (STT1. SPEC.9 t1:t.1zp))
w * 9TQRMSETWEERCORRUGAD POFEETHI�LENE 2" PEA GRAVEL FILTER FABRIC SIZE AND MATERIAL
�I
�T� � ��*;�,.x� "��' a>tlDlePIpet�OT&t3: SEE PLAN FOR INVERT
ON _ CONC. CL. 5 (3/4)
TW ff BAR HOOP P FiFOR HEIGHT ', P"Ide pnlfum -suppo'I p�dar t wr�Ig,
(� TWO i aAR HOP5 FaR 1� HEIGHT f 1 2, Hand lamp under haunrk-e% 8"0 DIP
v
RECTANGULAR ADJUSTMENT SECTION 3, Compp t teddIng-nateclel to t 6% max, Censlty: dIrGc�Y
Z w avm plpa, hand Lamp omly, FIBRE JOINT PACKING 45' (1 /8) BEND
a,l!� Ise reh, 4, 5tra'Fxs:alwA-an arid F�aparaduri of Trurlch' In sanllbry z
L r WtV8 sddlOtl of 1I14 b!YKidrd VVSDD'F. >,PWA U
z f4
r rrnus,rIra _ ixDecl ocallorcs for IMISCiI widthW and trllrg 1 /8 BEND
Q ` � NOTES 90TP"`Ih° ��es rKe rrin, opllorz. The pi pe xone will be the adual Mrich width.
I" mill num concrete wldih shall be 1 ' I.C. = 18',
1. As aoce (able aftematives to the rebar shown In the PRECAST BASE grbrel bxxcll Grbvel tin rrr ELEVATION
SECTION, fibers {placed according to the Standard Specificatiansi of 1W Pips pe air m �valbne wtwn ep1«c11s1 3, Trer1ic s' I i111 '19II anrarTat !a "Baekkfll Ilr 5eavar
9 � Tremche5' IrI the sanliary seu�era 5ecllan orihe NOTES: NTS
wiro mesh having a minimum area of 0.12 square Inc#1es per foot shot WSOOT(APWA s.2-ldard apeca`lce'Ir3nG, gxoepl LFIBI DIA PER PLAN
LLI he used with the minlrnan required rebarshown In the ALTERNATIVE p I rga p plpe I 1. 12" PVC DRAIN BY CARBON ADS OR APPROVED EQUIVALENT. Area Drain
PRECAST BASE SECTION. Wire mesh shall not be placed In the ocks cc lu=r a a r then 1' erinol ai d emeler
4 khoCkouts. 8. Pipe ' Leh h►sl�Ilarlltrrt seal I not 99 asec! In pfa tyot;ltflll ma;aril,
#3 BAR EACH CORNER 9, Stu'Sedding Matoriai for Flexlulo P'Ip¢ In aggrcgalos DOWNSPOUT PER
2, The knOaDUt diameter shal not be greater than 217. Knockouts shal aectltal iy th,§ WELD UT•1,gp7 A slarxirffd spcclflCdtI0r- 1 2" ,
O have a wal thickness flf 2" minimum to 2.5" maximum. Provide a l.5" Eat• she materlal speelftMans, 10" / ARCH L PLANS
minimum gap betwuen the knockout wall and the outside of the pips. » AND SPECIFICATION
After the pipe Is metaled, fill the gap vrtth joint mortar In accardancu Rlgld Pl a f� OTFS: 9" 5 8rr 2 RAISED
43BAR EACH SIDE with Standard Specification 9-04.3. RII:aa cenpactlan IlmIts s+lawn an ails Oar ere for pipe » / LETTERS
O3. The ma;amurn depth from the finished grade to the lowest pipe invert �ore5lraletlon In are ember.kmerr� Foe pipe Cor�srLecllon 8 3 4 SDCO—STORM I I THREADED WYE AND ADAPTER
shot be 5'. In a imr.-Gh,1ne horiznntal Ilmft of tl ae pipe c nirmactlon AS NEEDED FOR DOWNSPOUT
zone shall be the walls of She ;rerx+r, SSCO—SANITARY
n
#3 BAR EACH WAY d. The frame and grate must be Instaled with the flange down. J, All staml amd alvr Inum plea arid plpe,archa5 shall bo 4 DCO IN LANDSCAPE AREAS t t CLEANOUT WITH
Q PRECAST BASE $ECTION Installed I-n accordance wllh design A. 1 8" RAISED
5. The Precwd Base Section may have a rounded floor. and the walls may 3, Comcrate pipe with elliolcel reinfgrcamant shall t5e P TT.I BRc�III materlal vlacad In 0,5' lowe Iayets and ] „ THREADED CAP
be sloped at a rate of 1:24 or steeper. Ins'aIIE'J I r accordamoe with deslgr A, tL d compsrried t� 95% mexlmum darmlly, 2 �/8" 1 2 WIDE
A. ConCrate pipe. plain or wit*1 clrcula' raln`Drr�am shall Z 3 4 BORDER
6. The opening shall he measured at the top of the precast base sectcn' 4g I nstal led W11h daslgr. A. Me,.khod S or C cA5mpaction WSDOTIAR4 A) 8"
7. Al pickup hales shall be grouted full alter the basin has been placed. 5, O.D. In mival .b the ixitsift dlalnttdr of a pipe b- ;ho Warlda'd
auttlde spar' of pipe -arch. rho dlm&-*Io a shriven a3 15"
8. AI grade rings and casings shot be set In mortar In accordance uuftli O,a, wliK 3 m xlmutr +fall ae 0.0. , urNl O,f), equals Lo
Standard Speclflcatlon 9-04.3. 3'; at whlch palrhl 3' sr3all oe ;reed,
i'-0`fcs 11$meters 1Z'Innyign 42" Fmd spafy, Ihrmugh
5T. 7-17 rpr diarns lers WaateT 11-tah 42" 9nd spa-ir:.
Ih9n'w Ulan 50',
"3 BAR EACH CORNER
19" MIN.
#3 BAR HOOP
SEE NOTE 1
Pipe
Mlrl. list.
SIZO between
harrels
6rcular pipe
oonc,_ LOPE. CMP
�62117!Teter)
12" to 24'
12"
30" b, 96'
dlafn, 12
1021, to IaT
48"
pipe - arCh
metal only
(span)
1.8" to 36"
12"
43" to 14 "
Span 13
148- Lo 199",
48"
W/ CONCRETE RING
CONCRETE PAVING —V---
OR FINISHED GRADE --�
PLUG SHALL BE
SEALED IN SAME
III
MANNER AS MAIN
w�v-i„ �it�•: j:•r: !..•' :.',?� •� i;•;,;'.. ��„��'!"��.•_:. •• t:�: •��•1� { � ;•�-
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NOTE: -- ___=====1
SEWER JOINTS
•, . :� . + .:a .:.4:� .; ,,:
�; �:k•.; .: .,::. .... ,�., ,•.,;• -� �:•:••--,.•�.;.
1. USE ONLY FOR SIDE SEWER AND SERVICE DRAINS WYE OR 1/8 BEND'
" p �' IF
��
I 1
3" EXTENSION
J.T. FILLER (TYP ALL t t AS REQUIRED
AROUND WHEN CONCRETE
ALTERNATIVE PRECAST EASE SECTION
IS PRESENT
FERNCO BOOT
STD PLAN _ 200.00
PUBLIC WORKS CATCH BASIN TYPE I
# ` DEPARTMENT
MARCH 200E .5TD- PLAN — 220,00 6" SD WITH LONG SWEEP
MJBLIC WORK PIPE COMPACTION �AS REQUIRED
L�1N:lE'Al`13TEN'1' DESIGN AND BACKFILL ]Z,�_?C:H 08
lq MINIMUM
NTS NTS NTS NTS
Catch Basin TY5 Pipe Bedding Storm Drain Cleanout Details Downspout Connection
FINISHED GRADE PER PLAN
PEDESTRIAN SURFACE WIDTH PER PLAN PLANTER NOTE 2�
CONCRETE CURB AND GUTTER PER PLAN
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0 0 0 0 0 0 0 0 o ROADWAY PAVEMENT
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NOTE 000000000000000000 000000000
NOTE 2 PER 00000000000000a 0 000000000
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v�O o o 00O�O���O� 000 o O o o O� o O� o /iv00/ /vivi � NOTE 2
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THICKENED EGDE ,\/\/\/\/\//\/\/\/\\;
O//y \\\/o \,�
O/
AT PLANTER EDGE AT CURB
PREPARE SUBGRADE PER SPECIFICATIONS
4" DEPTH OF PERMEABLE CEMENT CONCRETE SIDEWALK
PER SPECIFICATIONS
6" MIN DEPTH OF AGGREGATE DISCHARGE SUBBASE
PER WSDOT STD SPEC 9-03.1(2)
8oz. NON -WOVEN GEOTEXTILE ON BOTTOM AND SIDES. U P E R M IT# U 1 5000494
MIRAFI 140N OR APPROVED EQUAL
EXTEND GEOTEXTILE ABOVE POROUS PAVEMENT. NOTES:
1. DEPTHS SHOWN FOR PAVEMENT SECTIONS ARE COMPACTED DEPTHS. Approved By: Date:
PERMEABLE PAVEMENT SECTION 2. AFTER PAVEMENT HAS CURED AND ADJACENT FINISHED GRADE HAS BEEN STABILIZED, Approved B Date:
CUT GEOTEXTILE AT FINISHED GRADE. (TYP.) NTS NTS p P y
Permeable Pavement 10 Not Used
Approved By. Date.
Approved By: Date:
A. JAC'
AS NOTEDHORIZONTAL:.. CITY OF AUTOMOTIVE TRAINING CENTER / /
Y OF WASH O SURVEYED: SCALE:
•NAD 1983/1991 �► 04 30 2015
COUGHLIN PORTERLUNDEEN DESIGNED: RENTON TECHNICAL COLLEGE PAGE: OK:
A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION DRAWN: LBJ RENTON RENTON WASHINGTON PAGE:
801 SECOND AVENUE - SUITE 900 P: 206/343-0460 ONE INCH DATUM DRAWING N0:
43(i67 SEATTLE, WA 98104 F: 206/343-5691
CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. C3, 1 O
JAJ IF NOT ONE INCH
NALE��~ 'LN0. REVISION BY DATE APPR SCALE PAVING AND DRAINAGE DETAILS
/ APPROVED: SHEET: 8 OF:1 3
R-381808