HomeMy WebLinkAboutS-183101- Cr.a,
ra Cm rd SI r.,I3 u•r rrr_ Pee
.� °* AC)S `53.3 r, r..o,r -1 •. n. . 9 r;.:h! Ls'SBto F,1
.o�Dlr�
CA_T, -,0 LIS i`2(,' co.rr .,q
E�9C _ _ -� -nwc o , Lee Loveland Associates, P-S.
2onCl•AIN_ r- - ,r- - _ ��
• :� "�
Architecture,
.)LIT t%k. {53.�- 4J= P��.OV.f •, ',co>+rl cT ») I_ I ` j �r �� Space Planning
1110 Harvard Avenue Seattle. Washington 98122
/ f. .UAL I ,. vie
� (206) 324 -9905
EUT FLAI•:;nt- 1' L Sw�lo�� y "t ;\
I�I'7Tr 1 /.I I r fM ti', fir_. G4 LG fi" Y� L �S P o,e
nt l PIPE / t 89.Ib SQ a_ -ro co "Ld 51 -y,.r
rt t I� r -_L n I r1 Au f, SLOPE 2 : 1 MAX - 2 =< r I'J
'J �,IKr �9 i �9FIdceSRIDr(t� I gee °A
/��I ROCK SIZE = 8" MIIA � vI _
_Connection And Cont a rol Device PPe 5 GP t ' vt, yr P uL, �"� NCS
i LIRE.'. rn4u�f/ -!nl 21 C, SEA 51(��ly� °Adu / �, _
r.�- PRpPILLG� - -- / aPWP VPi tl1 MN DIr1..8 -e, <12.(`I I?�EP -
Co/' - aJ .02 / � �' r --
S
S FENCE DETAIL
kJ 1 -L O4 , l
L_ KAe
L J FILTER FABRIC Job No. A.jT'jC
EL.- 57.1 - �- - - - - -- -- ' .... -. / MATERIAL
- a
N Fi- 2 "■4 "DOUGLAS FIR Date P c'
M10. I' T�1 I�-IC TYPE 111 a3
r�c.K LI
M
(touWr:?SCIf �,FI.IvuCy EMq 1-- TT_i' ->_�� Ti7 _ -' _. ��\ 7� 2'. '.14GA.WWF
Rim =93.26 .l - - -- - -- PeotY-L7T -=!7 .. - T pF .ZCB -- .: ,DTI I.. Checked
_ 88.44 Nc
84.0 -. _ x - \ w,p=83.4a \ BLSCtKIcA Vq \ z
VGPT. = IO n, IWv�,,r =83.24 Eri �. t I�' Drawn pry,
LF' li + �+t7 li I� TYAPICAL)OR WIRE RINGS 2 "K2•II 14 GA. WELDED D
WIRE FABRIC OR EQUAL. _ 2'-6"
(•I - _ __.t -- -' __
FILTER FABRIC MATERIAL Cale
Ifi - `- -- _ (TYPICAL)
PLASTIC WEAVE, FIBER MESH , WI
r
5
GILT FENCE ' y.. � � � � ' -_ - I' J OR EQUAL
..I } I3
/ / ` '`u� - „]� :.,� \ - - �1- C -R �Ronl�n_ - - 0 11 uWi VVAN�G'Ra`TE n I ,•• A ed Date
L wr r, il'' -rl(-1 DS' Uo <.:_ _ - IIV:l,L- %._. -._. _ '; I RIM 94r6 9.4.2 1�
o N' T^Hr 1 I S S
Z I I' -% - qs •c- "_ 7X - - - �I I IWDn- -91.6 90.9511 1I
Revision ate
! I / I/ 0.5 / / .9A• �- !� / '�.C4 "I °1 A' x r. n I I I 11 IiyY p A N •T� i W f T c P
--
ALTERNATES PREFAB FENCE BY II I,IN EGi �' :E MC AEI :I
GEOFAB OR EQUAL M -
/ C✓
F •
fill
� - -rl�, -4 - - --
Y L. 20' p'• CHaNr FT> G2FMDC' T` - _` ft
I `
8""i' L .- / •\$ S NIH # I. IS -G4 2 >, "DOUGLAS `FILTER FFA13RIC OF 11 s /
fl FIR AT 4-0'O.C. gnnEn cg G7z%MDES G•7 5
J
I '
A NO.1 GRADE OR U MATERIAL IN (J
- EQUAL B 8 TRENCH GHnHC,En nI77e RCwT /N� 6145
•
T
/'1, ;,. f ( n^ - _ v 1°' 9 PARK
NEW CONC. I�COMMENC .. eev PE2 GI T`( o
E
IK-� f E. C7 -I �p-AEwP�aQv -T: EL)mEJ
I � I �[ � 3 m 16TI� •p �-
/to 0 y tC
- -II
TYPE I CB « B / 1J (•
U/ VANE GRATE / / d
RIM 91.75° = - Project Title
INVw = 87.95 /_ y, J•I -� �G - Sv N - - ^tiL A 7,q 000 AIIIII
q_ ]y
INy t _ J_
an`8'7 45 l 2 2 / - - i� (-
' I� � �;^ - 8j� /8�i ORTHODONTIC CLINIC
Y /
a
N FOR DR. BRAIN
i -d w r(' 00
c RENTON, WASHINGTON
�NUwINC AREA r�ISrUI�I��r�
110 LF 8" S .01 a -- - - - -- --
C SPECIAL NOTE-
P�!wy �J�GiE7Pc
I - NEW .`O!2,VE WAS- NEW b" CONNECTION TO EXISTING METRO MANHOLE
- _._�� -1 s- I 1 I - PEK CIT-r �7U�� SHALL BE CORE DRILL CONNECTION WITH KOR -N -SEAL - I
I -- _ - l d rC�'$ CI�MEfIE CCIAL
STRUCTURALLY CONTRACTOR SHALL EXCAVATE AROUND OR
STRUCTURALLY SUPPORT THE MANHOLE. - CONNECTION
SHALL REMAIN OPEN UNTIL INSPECTED AND APPROVED CONS ANCI -InCC� I
289.74' N 89 03' 081, W _ 92 ,°J a q5 1 � By METRO. NEW 6" LINE SHALL BE CLEANED AND S
9'° 97 PLUGGED PRIOR TO CONNECTION. CONTRACTOR SHALL Wwl"I -
'�" ^a - I CONTACT JIM HAWTHORNE (206) 447 -6676 AT METRO hL�y VIEW
�wA ENGINEERING 72 HOURS PRIOR TO CONSTRUCTION.
'TYPE I CS s 2 qrb IbE -
IW/ VANE GRATE (7 EX!5'r
L RIM =r6.8 94.87
+•' fFp IWIN is 99, OF, 90.07 -
lwm= 99 0 89.97
•� C ; I T I� _ 6. III _ fin. e' t I I GONC.YZ WALK - 71 PE -
`1�T
' ol... oi7EWnl k W� n hT- t-
�xiy IewE+3 �JEC Ic�N
ASBUILT 4 -14 86
I'P�YIDE III /-yi pIA, f VG eD HFbJLE 40 C00C -DLJII I-) PULL 5TKlt.IC� 5
For s Y� -F uUHTIIJ� r-Eo 7, GOI P' TO �0 1,JF -� 1-0 STC�(Zl"! ('II'� AC`IC��C��
„WING AND DRAINAGE NOTES. -= �XI`ST JIJ oc,-TIOIJ ><, WSTG.E t_ So AS 1TGO�pF_0V1P� G-OHT. oz /rr = - - -
I. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF RENTSL'f']f 8. THE STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO - G(rJhI DI�I� �TOA I�IU� -q�1� tiou� F'I�OPT, �INri,,,Z '�•7 WE -51 51D� "� // a - _
SPECIFICATIONS.
THE APPROVED PLANS WPICH ARE ON FILE IN THE DEPT. OF PUBLIC WORKS r SI I F -wF \LK • I.DV/ I V " CC -NC-. _P/. D 4' OF-F -� X T -' - - -
- .:•;'I _ LEN T If9L RECORDS. ANY DEVIATION FR0.11 THE APPROVED PLANS ,•.LL b� �( I-f I' �ILy. _ -
2. ALL SEDIMENTATIONIEROSION FACILITIES MUST BEINOPERATION PRIDB B REQUIRE VRITTEN APPROVAL FROM THE PROPER AGENCY, CURRENTLY P.�DI�N -J -Vvn A- PER• C.I I r elf" I�-N TOO ST S
CLEARING AND BUILDING CONSTRUCTION AND THEY AIUifi BE THECITI'OF RENTON DEPT. OF PUBLIC WORKS.
SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETED Af.�_ 1
TILE POTENTIAL FOR ONSITE EROSION HAS PASSED. 9. A COPY OF THESE APPROVED PLANS MUST BE ON THE 305 SITE WHENEVER , a / /,I
CONSTRUCTION 151N PROGRESS. l/ llV FA ,
3. GALVANIZED STEEL PIPE UTILIZED AS DETENTION FACILITIES SHALL HAVE i _ - ONLY
ASPHALT TREATMENT n1 OR BETTER INSIDE AND OUTSIDE 10. PRIOR TO ANY CONSTRUCTION /DEVELOPMENT ACTIVITY THE CITY OF - 7
RENTON DEPT. OF PUBLIC YORKS DEVELOPMENT INS PECTION SELECTION II11 w S U�wnLk d V •6• t O
V. ALL DISTURBED AREAS SHALL BE SEEDED OR STABILIZED BY OTHER MUST BE CONTACTED (PHONE NO. 235 -254D) FOR A PRE -CONSTRUCTION rv�
SURFACE WATER MANAGEMENT METHODS FOR THE PREVENTION OF ONSITE MF,ETING. ;�' GX ST � � G O f-�N I0 N C[.I!�t./
EROSION AFTER THECOMPLETION OF CONSTRUCTION. .. .. - �II -('/ /r _� .- ��,.o•�^'/
11. ALL RID FACILITIES WILE BE INSTALLED AND IN OPERATION PRIOR TOOR IN
3. GRASS SEEDING WILL BE DONE USING AN APPROVED TYPE HYDRO - SEEDER; CON3UNCTION WITH ALL CONSTRUCTION ACTIVITY UNLESS THAT ACTIVITY ,''1'( A�fi-'[7G N�LT 3 -JL.�\ N L9
OR AS OTHERWISE APPROVED BY CITY OF RENTON DEPT. OF PUBLIC WORKS. EXCEEDS THE CAPACITY AND INTENT OF THE EROSION /SEDIMENTATION I V
N T �u� Drawing Title
THE PERFORMANCE BOND WILL NOT BE RELEASED UNTIL THE GRASS HAS CONTROL FACILITIES OR UNLESS OTHERWISE APPROVED.
PEEN ESTABLISHED, UNLESS OTHERWISE APPROVED BY THE CITY OF
R ENTON DEPT. OF PUBLIC II ORKS. u >
12. EXISTING UTILITIES SHOWN ON THE PLANS HAVE BEEN PLOTTED FROM THE Tti'I'
BEST INFORMATION AVAILABLE TO THE ENGINEER. IT SHALL BE THE -'
6, ALL DING PTO WASH. STATEDSP CA 702.3(11` Till SE SHALL INCLUDE Y CONTRACTOR'S RESPONSIBILITY TO LOCATE ANY EXISTING UTILITIES WHICH _ - )/' - �.` �/�-I �iyL71� �I Li FX4&_r_ -Q•` PlE I - I`� .{Q .l f-f ♦� I-�
LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MAY CONFLICT WITH THE CONTRACTOR'S OPERATION, WHETHER SHOWN ON'.T Y _ - \'. - G G •�` I. HG✓ r PL v/`F/�•� 1
MATERIAL AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED THE PLANS OR NOT. _ (.�I'�I��r�r'L�:'�'IT1 -I iXK�A _ n �j TC)Qm r LAI M1I
BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF 1. _ - - '\ I' N��I / fJr- / /, �' �• Y Y �,/h ✓C� ICI(/% I
THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE 13. STORM DRAINAGE PIPESHALL CONFORM TOTHEFOLLOWING, _ - / •. / I/� - ! V ~ ^
IF THE NATIVE MATERIAL IN THE BOTTOM OF THE TRENCH MEETS THE TEM(50 �Ar.Y EP-05101-4
REQUIREMENTS FOR "GRAVEL BACKFILL FOR PIPE BEDDING ', THE FIRST A GALVANIZED CORRUGATED STEEL PIPE (SEr- 60-3 -01I APWA), .D6V MIN. - '
LIFT OF PIPE BEDDING MAY BE OMITTED PROVIDED THE MATERIAL IN THE THICKNESS- TREATMENT PROTECTION (SEC. 60 -3.011 APWA). GXI� KI6 CATY P_04-PW nf g -Cl I I � ,� _ GONThLi L-
BOTTOM OF THE TRENCH 15 LOOSENED, REGRADED AND COMPACTED TO B. CORRUGATED ALUMINUM ALLOY PIPE (SEC. 60 -3.013 APWA)AUN. I6 GA. G -- - -- - -- - - - _ L'} _..T "I M �'I- 1 !I t,/-1 I /PLC. ON FPF F�Ti 511FFT
FORM A DENSE UNYIELDING BASE. - - VG 1_()IVI TANK 32c- -72 c4J. r T. 8'�2G0'1 1�1
14- WHERE SPECIFIED ON THE PLANS, STORM DRAIN .MANHOLES SHALL BE TYPE (- C 1 K - - -
7, STRUCTURES SHALL NOT BE PERMITTED u (THIN 10. OF THE SPRING LINE OF R CATCH BASIN. i � i N C L�'` J I �L� ✓�F \ I \ _ T /"T �I -G�{,$ .It1 G U F T. / I�
ANY B�MNKSTORM DRAINAGE III C(5), OR IS Th OM THE TOP OF ANY CHANNEL - .� �7(p,c, -r I..OG6. -10 hI O r C-15. -ro ef I�`TER -SINN �I/ rJ T�5 F�ILb -To - - -- -- - - -- - _ _ vo!_JLr_5 As WOo-_D �� EW�/tek£ IN ?�s sNEC�MLJsT P5.
.hc I IJTAIfJED
Q02
, Sheet No.
(�.IS$1 ynAH cb4 A CLZA&C12
• r rr If _._ 11 -. - -.. -.t