HomeMy WebLinkAboutzS-0485SetSCALE 11" s 20'
NOTE:
I.) ALL BACKFILL SHALL BE IMPORTED STRUCTURAL
FILL IN ACCORDANCE WITH APWA 9- 30 -7(3'
2.) SEE DETAIL SHEET FOR GENERAL NOTES,
3) SEE DETAIL SHEET FOR SANITARY SEVIER PROFILE.
VICINITY MAP
/
\
I
\
09YG. /6NT P /oE5
25.
%
/.E.. y9
/2"90-
\ \
\ CONNECT TO EXISTING MANHOLE - - -/
\
\ CURE DRILL CONNECTION. RECHANNEL
\ \ ) TO CITY Of RE
ECOMMENDE
FOR APPROVAL
BY
/ NTON STANDARDS\ a
\ M m 109 LF ''9" PVG
\ \ =
I \ \MN \
EX MN \ \
\ \i \
Ir I \\ I !NV .24.3 S \\ STA IItOy,RTa45'
I 29.21 N \ SS MN 4.2
29.21 -E \ TOP 3 .506
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1 \
I N
N_
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DATE \ \ v ^ F6 \
BY
BY DATE'. "0113175/
s1. 88
WI wy omofto OF p6Me wIorK. Ex
OFF SET LINE
SEE CITY OF RENTON
WATER PLAN # W-516A
E
OFF SET LINE SEE CITY OF REWOR W ATER M 6 W -516A
I� - -" CITY OF RENTON FILING NI
5'485
SHEET I OF 2
Ploe /eats /afion M4tch £x. Aspha/i
GENERAL NOTES
;`
Thickness
-EX. POI/E'/Y/f. ?�
FRAME e, LAODER ORSTEPS
OFFSET'. SEE NOTES. FRAME
COVER ELEVATION 48.2
.._:: ..: '. .... -. � .• .. , • :�"
6 "Miq. Ca�ncted CrUahed ,
I. All to ti f sating uILILli.. show are approximate and £t .hail
be the C o 's responsibility to verify the true and correct
locations 11 to avoid damage or dtet.zb......
3.
, 1 8� E-•��t8��
1 \IQb{Dyy ,E
1 Y t\ 1 O
Rock (3 _/® Minus, 3 . /Y4 Minus)
oVEeFlow ELEV.ro
^I
LINE. ELEV +85.22. FOUND ACTUAL 3RD: FLOOR ELEVATION OF HOSPITAL TO BE
89.90. TOWNSEND- CHASTAIN TOPO SHOWS 89.98. TO ACQU:RE CITY OF REVION
DATUM 0.09 SHALL BE SUBTRACTED FROM DESIGN. ELEVATIONS.
PROVIDE DETENTION
8.OIL SEPARATION
PER PLANS
o. \CJ\ �II
.9Jr� C'On7pacted /junkRur,
-- ,
P./ e Beddrnqpee - -
APWASin�c/d'rds
$an /tar y, k
Sewer L /ne r
PAVEMENT PATCHING
NO Sea /e
&RA V£L
TOP VIEW
SL&P AROL#D
W04 BASW
FILTER FA6'OC
(.#LYJt. GRATE
BLOUC
FILTER FABRIC
GRAVEL 1,,e UNDER GRATE
e e • ,
?/ 4.
TC0. o BELOW
rev
ANY k BLOa.
eaWC. e4ncx
1'-2' SWAM AROUND aiJi
CATCH BASIN
r IA
CATCH BASIN
SIDE 1/IEW
TEMPORARY SEDIMENT TRAP
FOR CATCH BASIN
NT5
x z'
)
i 3• 1f��
Q4; o
NT5
ROUND SOLID COVER NOTES:
tAARKED "DRAIN ". 1.56E KaK Cou,✓Tj''AAPEL Astor. a/df Awzexw
- WITH LOCKING BOLTS. xMY+fA/t1 4f1 1=ml.. NAwr. /,^Ago:
SEE OVVG`a, Ns 49 &50 Kits.
2. PIPE SIZES AND SLOPES: PER .PLANS._
S. OUTLET CAPACITY: NOT LESS THAN COMBINED INLETS.
4. METAL PARTS: CORROSION RESISTANT. GALVANIZED
PIPE PARTS TO HAVE ASPHALT TREATMENT 1.
S. FRANZ A LADDER OR STEPS OFFSET SO
A. CLEANOUT GATE IS VISIBLE FROM TOP.
STANDARD C7ALVANIZED B. CLIMB-60WH SPACE IS CLEAR OF RISER AND
STEEL LADDER /STEPS. CLEAHOU'C GATE'..
SEE -DWG. Me - 394CCR5. C. FR4ME:'IS CLEAR OF CURB.
' 6. IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE
PIPS: OUTLET PIPE TO HAVE SMOOTH 0.0. EQUAL To
CL<ANOUT DAM z SMEAR CONCRETE PIPE t-:%. LESS 1/4'.
GATE. SEE DWG. Ns
53 VCRs T. MULTI - ORIFICE ELBOWS MAY BE LOCATED: AS SHOW OR
3' SPACING. MIN - ALL ON ONE SIDE OF RISER TO ASSURE. LADDER
ONE SU;,pa;zr 31fg'¢ wneg CLEARANCE.
fu.
OUTLET PIPE _
SEE NNTTEG INLET PIPE
OR PIPES..
z'� PER PLAN.
'r• REMWABLE WATER -
RESTRtm?. PIJQE i TWNT. COUPLING.
Z.S'0001rlee
ZPp
0�N G
PLATE WITH ELBOW DET'A
ORIFICE AS
SPEC.
CATCH BA51N TYPE 2
Sf "O /A/76T�L
RECOMMENDED
FOR APPROVAL
BY _. DATE
BY ____DATE
BY
C . 4IC t ®/ 1�6U Asp D F : et Ys�RKS
OwF /o.+ fF /sv. - Tb e
•,, rn hbsheo' Gnaua/
. •. eo' GNP: Fifnd.' Hpe
• ,. • a.'
V Q ^a
.X rpa s�i.
. ,
2Q Q 4 a /O'LMP Disehorys Pip]i q
If
Gap &ad ad' AO' 4444- L' or' BditP
0A AO:' GNP to bs A4Vy -Pr1' P/pc.
GRAVEL RISER DETAIL
No Sco%
PcAiV Vl--Al
11 � �oxi/nate_�nte/•lin?_ p�� _ =-
'
r
36 I
r
r
A
r tl
) I(
/ � l
34 �l SEA /sting 42" Sform-
I I 1
' 1 ) � i Cantraactor f //eri/y
1 I I /nYBrt Friar fa
I I �
III �.3l1rUCls /ar)
32 I I I.E.3ZO `wr
I I
I I
I
I I
1 1
30
111 e
itl 109Lf 8"PVC 8= 0.004
28 Top 33.96
Inv. 29.31 12"S
29.2/ /2 "N
29.2/ 8 "E
Top 36.50 --
/nv 29.56
SANITARY SEWdER. PROFILE
Scale: / "= 00'H
Y'r 2' V
I j
1)
Proposed 12' Water-
V� 9a
D.034
236 LF 8 P
f
Z8
55 MN 'r
Top 44.f
Inv 37.5
.ITY OF RENTON FILING NUMBER
s -485
SHEET 2 OF 2
o�0
REVISIONS
NO. I DATE I D- SCRIPTION
8/8/88
HEET TITLE
ANITARY SEWER
ND STORM DETAILS
SHEET
C -3
GENERAL NOTES
LUI 1 [
1. All workmanship end var,riala shall be Sn confocmaecs stth.the standard.
and specifications of the City of Reaton, Public Works Department,
and /or King C ty. ad ATHA Standard.. end Specification., latest Edition.
PROJECT DATUM:
FOR PROJECT. DATUM SEE TOWNSEND- CHASTAIN A ASSOCIATES "GALLEY MEDICAL CENTER
TOPO" JOB NO. 86043.
I. All to ti f sating uILILli.. show are approximate and £t .hail
be the C o 's responsibility to verify the true and correct
locations 11 to avoid damage or dtet.zb......
3.
, 1 8� E-•��t8��
1 \IQb{Dyy ,E
1 Y t\ 1 O
SITE
I WNSEND- CHASTAIN VERIFIED PROJECT DATUM. 8/25/87 WITH THE FOLLOWING CITY OF
RENTON BENCV MARK:
CHISELED SQUARE AT N.V. COSNER CONCRETE WATER. VAULT, VEOSE ;LOCATION IS
50' NORTH OF CENTER LINE OF S.W. 43RD . SO- EAST OF EASTERLY RIGHT OF WAY
Storm drain pipe shall be type as indicated on the plane. See pipe
.chedule for gages. If areal 1. used, it shall be ApWA Treatment
1
4. 1.5 feat
Seattle, WA 98121
2505 Third Avenue
LINE. ELEV +85.22. FOUND ACTUAL 3RD: FLOOR ELEVATION OF HOSPITAL TO BE
89.90. TOWNSEND- CHASTAIN TOPO SHOWS 89.98. TO ACQU:RE CITY OF REVION
DATUM 0.09 SHALL BE SUBTRACTED FROM DESIGN. ELEVATIONS.
v
minimum cover o r CMP; rubber gasket, req.ir,d.
5. Grilles street, are to be kept clean at all tlmeo.
1206) 441.4151
PIPE SCHEDULE
6. Eased." aad Topographin informatt.a have been provided by the
]. All existing utility elevation. to be confirmed prior to r =.r eats =.
KAPLAIN
- -
'PVC SDR 35, GASKET JOINT - ALL SIZES BEDDING, CLASS B, TYPE I OR II
8. Site plan hortaont.t central aad dime..Lan.I data is .haw .n Architect's
.site plan.
McLAUG H LIN
CMP APWA TREATMENT <I REQUIRED ON ALL GALVANIZED STEEL PIPE.
ALL BIZES OF GALVANIZED STEEL BEDDING CLASS .B TYPE I.
8" 16 GA'. AL. OR GALY. STEE.
12" 14 GA. AL. OR GALY. STEEL
18" 12 G. AL.OR GALV. STEEL
21 ".24" 12 GA. AL. OR 14 GA. GALY. STEEL
30" 12 GA. AL. OR 34 GA. OILY. STEEL
76" 12 GA. AL. OR 14 GA. GALY. STEEL
9. Provide 1 outs I. building drain. at ends, bends (45' max or
head) a d at 100-f..c interest..
30 The e o drainage ey i hall be constructed according to the approved
plans[: shi h e o Etle . in the Depactarent'ac Central Records. Any
- des iat ion. fcomr an
the 0. the place will require written eppr -.1 from
same ent.
- - -
I'. A copy of these approved plan.. moat be on the job site whenever
_.c_ ion. is in. progress.
12. Before ey conatruetion /deve[opmeat activity occurs, a pre- conatruetlon
moat be held with the De
meeng. Iion
par C men is Development nspect
i DIAZ
33Y VALLEIO STREET
SAN FRANCISCO CA 94111
41$•794 5191
--
-
1. All [ ..cio hot 1 b_ 1 accordance with the City of Beat,,',
Development Standard., .Bent.. City Code, Permit Condition., and all
other applicable code., ordinances, .ad policies.
2.. All limit. of clearing end area of vegetation pservation as prescribed -
an the plan: ahall be clearly re we
flagged to the field and ab. d during
eoestroctlon.
a. Where possible, maintain natural vegetation far silt control.
4. All r,4,ired ,d1 [ 1 /e ion central { ill L e' met br c..structed
and i operation prior t land testing d/ other tructiov to
Se c[SOtin. .
13 All 11,11ce-t/1111il. facilities be iv operation prior to clearing
and builds g t. i and they b• satisfactorily vaincatnad
until construction is completed end the ratantial far on -sits erosion
has parsed:[..
14. All r i /d .ti facilities .' be installed aad 1, operation
prior et c
r in onjunction with all c ..tru ties, activity =less that
a.ttvity a ..d. the capacity a d. intents of the a talon /sedimentation
control facilities o wales. otherwise approved by the Department.
15 All di,t b d h I1 b seed d and mlch,d or othersfse etabillaed
to the ti f tie of the O p tes t far the prevention of .n -site
_..L =: £t the a 1 ti E t tfon.
f
Lvv that 'di t 1 d n water doo, at enter the [ 1 drainage
- -.yet r
All e 1 end s di n facilities shell S -retained in
I satisfactory r diti, ascit Inch ties that testing and /.r
n C ti 1 pl d'. d -potential f re e 1 has passed.
The 1 pl tail =jet e. reps mm�[ and ddL[iona o
/sedimentation Control systems shall be the responsibility of
the p it[ .. _
16 All Pip and pp ct shall be laid property prepare
f =data i .cord ith. • action 7- 02.3(1) 7-04.3 -S 7.17.3 of
the eu c t State •.'of Washington Standard Specifications for goad and
H Ldge r. CO t t1- This shall tooled ee ary lee ling of the
t each '6 [t the p of the F d,tion m[ Lal as yell pl'
d soaps 1 of 'req ired bedding cl.1 t ff grade w that
h vt1 length of the 1111. b
5. The ion . end di ratio vtrol ay t depicted on this drawing
intended to be alni=co requirements to anticipated .site
o.dittone. A,- the a nacraction. progress,, and unexpected o Deal
-a• - azu t{ `pate that aeL..
and di 1 rol facili 1 ill be ..ry L comptete
s�l� i .-cr. 1 he p po ed si Dseing h r,e of
C i it h 11 be. blig.tL d r spa ibili yu of the
perm CC add . any ..the, ondition [h her may 'be ors,td by his
pipe: a"- t d uniformly dense
unyielding b e. Pipe bedding sh 11 6 pea gravel 6 over and 6" under
pipe.' 'Trench ba.kfill shall be Import. and .hail to Per APWA Section
9- 30:7(3). _
17 C' na runtt of devar 1 g: (groundwater) system shall be In accordance
itht the APRA Standard Specification, Section 61 -3 -02. (1981 Ed. APWA)
:8 Cal seized. real pipe tiliaed as detection facilities shall have asphalt
treatment #1 .abetter inside and
activities and to provide additional facilities, over sad abes. minimae,
requl , y b ...a .d _ protect adjacent properties and eater
qua Itty of h rs Irving drsi g yet,,.
6. Any di b d are. hi.h he. b n stripped of veg t S ad share
an f.rch.c sock is i ipat d far e Period f 10 d y
be i di ly .t bili d ith 1 hir, grass pleating her: approved
oai control anent to the teen in
- ..,side.
19 S store ,halt . no[ be permitted within 10' of the spring If.. of
y :corm drainage Pipe(-), or 15' frost the top of any channel bank.
20 One to the lack of ae b ilt plena rm rains. the e,i,ti,g sto syetem,
i tins. t ii o Eigu. ti vs ay be as indicated on the deals.
It hall ' -b the ontract - responsibility to verify the it
ppliesbI, of year q ... tion.
Cr,,:, ding lose sill be acceptable only do=& m =[A of April . rh_gh
S.Pt b L suss Seeding y pc ced t id the specified time
pert d wh er it 1 in [h t at of the pe i t but at be
augur tad sith mulching, netting, or other treatment approved by the
Depart t.
7. All oaimn /sedimentation control Fond, sith dead rage depth
.....ding 6 inch.. must haves.•fears sith a minim= Leighc of 3 fns[.
S. Prior to o eupanny of the building, the permanent storm drainage syetem
correct 1 om
locations aad if -diff sent fr'the locations shown, the engineer
hall he notified prior to commeneing a serectLan.
on
21. A four inch (4 )perforated pipe shall be installed sithin the dowstream
end of Ch detention pipe's bedding for a minimum length or tsenty
feet (20) d th n tightli.ed to the nearest catch beat. down[ ream
of ..the ... trol etructuxe.
22. All retch beat. grates shall be depressed 0.10 fact belos pavement
level.
shall be cleaned by pumping (,at into the storm drainage system) or
ocher meth.d as approved by the Storm and 91cf,1e Water Utility. All
dowetream catch basin. shall be checked for aedtmentacfon build up
and cleaned as required.
44
23. All baokfill shall be imported structural fill Ln accordance vLth APWA
9- 30 -7(3).
- -I
�
at
RR
38
w'
I j
1)
Proposed 12' Water-
V� 9a
D.034
236 LF 8 P
f
Z8
55 MN 'r
Top 44.f
Inv 37.5
.ITY OF RENTON FILING NUMBER
s -485
SHEET 2 OF 2
o�0
REVISIONS
NO. I DATE I D- SCRIPTION
8/8/88
HEET TITLE
ANITARY SEWER
ND STORM DETAILS
SHEET
C -3