HomeMy WebLinkAboutTED4001873.1GENERAL NOTES
shall
23.
Bedding for pipe shall be Class "B" per APWA Standard Plan
1.
All construction shall be in accordance with Cit - of Renton and APWA specifications.
TINCa
No. 62 (pea gravel from 4" below pipe to springline, trench M,,11
2.
Datum shall be City of Renton datum unless otherwise approved by City of Renton Depart-
width 40 minimum, or 1-1/2 times pipe diameter plus 18" RIM=3y.5H
ment of Public Works.
whichever is greater). (Backfill shall be placed in 6" INV.e -2'
3.
All sedimentation/erosion facilities must be in operation prior to clearing and building
layers cai>pacted to 95% of maximum density).
construction, and they must be satisfactorily maintained until construction 15 completed
24.
All catch basins shall be APWA Standard Plan No. 52 except
and the potential for onsite erosion has passed.
Control Catch Basin which shall be King County Drawing No.
4.
Galvanized steel pipe utilized as detention facilities shall have asphalt treatment #1
25. Frames and grates shall be APKTA Standard Plan No. 49.
or better inside and outside.
25.
Sanitary sewer pipe shall be PVC per Ct�y
5.
All disturbed areas shall be seeded or stabilized by other methods for the prevention
of Renton Standard Specifications.
of onsite erosion after the completion of construction.
26.
Minimum cover for water pipe is 36".
6.
All pipe shall be laid on a properly prepared foundation according to Washington State
&27•
Bedding for PVC pipe shall be pea gravel, 6" under and 6"
Spec. 7-02.3(1). This shall include necessary leveling of the trench bottom or the top
over the pipe.
of the foundation Trlaterial as well as placement and compaction of required bedding material
128.
All runoff shall be contained onsite as per Temporary
to uniform grade so that the entire length of the pipe will be supported on a uniformly
Erosion and Sediment Control Plan to prohibit sediment
dense unyielding base. If the native material in the bottom of the trench meets the
laden water from entering the drainage system.
requirements for "Gravel Backfill for Pipe Bedding" the first lift of pipe bedding may
be omitted provided the material in the bottom of the trencti is loosened, regraded and
Benchmarks used as reference are City of
compacted to form a dense unyielding base.
Renton B.M. #736 and B.M. #740 as follows:
7.
A11 building downspouts shall be connected to the storm drainage system, unless other-
wise approved by the Cii_y of Renton.
B.M.
#739 - F.B. #360, Page 10, 11/12/73,
8.
All drainage structures not on public right-of-ways shall have round, solid locking lids,
B.M.
Elev. = 34.24.
unless otherwise specified.
Chisled
sq on 1.0 High 0.50 Wide conc. curb
9.
Structures shall not be permitted within 10' of the spring line of any storm drainage
1.0
ea. of N.E. Cor. EXISTING MHtt(o-�
pipe (s) , or 15' from the to of an channel bank except as approved b the Ci of Renton.
p y p pp y City
BURLINGICN
R.R. Office So. Side So 4th St. RIM=3'i.25
INV. EX.ti"IN= 30.00 (N)
10.
The storm drainage system shall be constructed according to the approved plans which are
B.M.
#740 - F.B. #360, Page 10, 11/12/73, INV.EA.
&'o T3-59(6)INV-ft)
on file with the City of Renton. Any deviation from the approved plans will require
B.M.
Elev. = 36.23 INV.\8"Iry=3O.7o(E)
written approval from t};e proper agency.
Top
SW 2" Bolt Leg of RR Steel TOWer for
11.
A copy of these approved plans must be on the job site whenever construction is in progress.
Ele
T Wires
12.
Prior to any construction/development activity the City of Renton must be contacted for
NE Cor Burnett Ave. & So. 4th St.
a pre -construction meeting.
13.
A11 Catch Basin grates :;hall be depressed 0.10 feet below pavement level.
REAJUST VERTICAL
�NAL GNMEN T OF WATERLINE
La]4.
Open, cut mad crossings for utility trenches on existing traveled roadway shall be
1 As NECEs5ARY
backfi.Jled only with 5/8" minus crussed rock and mechanically compacted.
Guts i t^ 4-1-n -1-- halt be t I' t th contin aus
1
B"SO
TrMAH12
� S Ll fti S+'
0N* I
s
�8' s0
MOTE:CLEARING LIMITS
EXTEND TO PMOPERTY
\_EXI6
CiOUNDARIES
TINS
/
WALK
MH
N B'IN=30"yH(W
INV $"IN=L9,99CE)
i
[X/ST. H=0 VAULT
LOWERC-XISTIN68OX
CONSTRUCT ,DRIVEWAY
INV 8"our= 29.89
/
PROVIDE TRAFFIC
SR
UT
AS PER nS%rJEWALk
3//," ATER MET
EXIS T NGAT
LIMITS of /DRIVEWAY.
34,42
34.II � EXIST BC
EXIST
�3y,7$
�- EXIST BC
3y.83
6x/sr 6.c.
3y y3
EX15T 4""DEC, TRFF_
To se. REMOVep
ELEV=34.80 �3y,90
3y.9S
/EX/sT Bc
r {
IGNT. (��'•�j1 DEG. TREE I
Q / ` Q U EXIST. 6"ExiSTREE G POST 3y.651 (+ } t
EXIST.
/
5.26
EPSI j p((6ET b� S XJS r34.58 �w EXIST PUGET ❑ ❑ �34.9`1 - �- - I - - cc_- k I 5 SEE. S.ZST Ex/JT
_ K/3T
POWF_R CANDU/T /O9 I 351 Ex
poWER --
GONOUlT-y, 4 � --
IIi, 83.3' / I EXIST
33.91 3y.31 516N-EXIT oNCY---xs i`_StGN- F� T oN�Y 6 II
i 3'i.23 2' EX15T ExIsr 3y.39 l3•I EXTRUOE0 / 8" C Ex/sr
Exlsr. 63q.z3sc C LANOsCAPEO AREA B 3 /CINDER 8
\, 1 )�- SH t D l3E GRADED TO �� ExIST c 9 TYPE I coNc.cuRB ` r3LOCK CB TYPE I
10' ` MF_ T EXISTING EO6E OF R/M=34.13 WALL RIM =35.00-GRATE
RIM=33.81 PROV/DE CONCRETE I2 S/O w/ILK EL6VAT/ONs * INV=31,66rIre.r (LANDSCAPED (TYP) E 10 INV=$2,I 7-a"ywvc
INv.v=32.T1(E) p SI/3F_Wk/K EX TENS/o/y 6/V NPA/LKIIV6 LOT EDGE INV=31.3`N�I� ' f Nv=31,0i-g'sfcZ
�� 12" >r1' 83 A/tE 4
IN 32.31(w) ELEVATION_ BLUFFS SN E XT y I �35.Iy
NOT EXCEpF Y:/. t XTRUOED (pROV10E CUTS IN CURB)
CONCRETE CURB IITO ALLOW DRAINAGE // , 3y,g
OQ
REMOVE CATCH BA51N - �8
., +CAP 6"000NC. PIPE ': r y.:-u. �r,_ r 3SI 6"O ROOF DRAIN
3y.39 CyT CUR COMPACT ROOF DRAIN MUST R
EXIST. t� (TY EXIST � R TO AL[OyJ PARKING f ENCASED IN CAST IRC'�N
O C.7P 6"0 Ey, PlP C8 -C 9 ` ORA/NA6E ! PIPE SLEEVE UNDEM
-
INV.=33l9fARKING
bMPACT 20' C/NOER BLocK WALL
evic 12.5" 3' t
34"1$ .1 �► 3_;$ I,� t
EXIST F3G ?� � 33.96 I� PARKlNG� ExIST
to EXIST (TYP) I ` 5, 35.09
-' 0
Q 32" $~ CINDER B LOG!(
LIMITS S,�pFAGE y va►LL AS PER ARGN.PLANS
ORAIN►JaE D
OF (I (P) ION Shy
PAVING �,tTYP.) ,ttp-yr-�SWALE
33.85 \ 1' ,, I " TU CS us
_n �Xi s 11Y3 asp new ire cu wi saw un a
3'I.47 ER 3Y.2`I (TYP) (y
line. A temporary cold mix patch must be placed immediately after backfill and compaction.
A permanent hot mix patch shall be placed within 10 days and shall be the thickness of I2" � o`� PROPOSED �
CONSTRUCT DRIVEWAY ASPER LETAIL- Cast$ -FRnP `/
the original asphalt or two inches, whichever is greater. Q SAW r_UTEX/STING ryONCRIFT E AT LIMITS 17� � Ca7YPEff-Sly "0 35 e9 BUILDING >
It
OF DRIVEWAY MATCH F.AISTIIY6GRADES' QRlM=3y,06-soLlALocXING 0 /l5 pER ARCN. PLANS 30' tiW
ply. Construction of dewatering system shall be in accordance with DOT/APwA AT EDGE'S OF DRIVF)YA`7, EX/.STING „� Syy` INV=31,08ALL FINISHED FLOOR=35•L v
Standard Specifications. T1= L EPIIONF uAU1-7- sNouL o 8F ALTERED /l a 3y.33 EXIST MISER TOP = 32.50 (� # y � Q
A5 IVECF55ARV TO ACCOMOGATE ExIST e- AORJFicE=l J1 OR/LLED /�MIN'o CBTYPEI RIOT r, W
16. Contractor shall provide and maintain temporary sedimentation/collection facilities t0 DRIVEWAY ' � w- (SFE FRUp DF_TRlL) -0 RIM=33.67 -GRATE x �
insore ghat sediment -laden water does not enter natural drainage system. These facilities 0 40 LF /a 1/0 CMP Q 5=0.005i INV-3/.I7ALL
mus-'_ be in operation y for to clearing and construction and must be maintained until EX/srJ ORIYEWAI I _i p d
Pe P g _ IT To dE E oVEO ® 3i.85 /6 ` 2`
construction and lands(,aping are completed and the potential for on -site erosion has _ Imo_ _ c Y.=z9.19
s,.� Ex I s T,
EX/STING 6"Y To 8"fd SEWER -- 6"55 -- b'S�--
passed. Seed or plan: all unpaved areas for erosion control. AE Rlm A�eOP05EO PROPOS60 ;y.bS BLDG.
17. Conflicts shall be brought to the attention of the Engineer and shall be resolved prior I . R o=FE`T FROM 57A.0+00_ 34.36 �oNc.cuRB a z�=3 es==� c. V.
. /NV 8"'l3 = 2 8. 7Z. VF_RIFY EX/s LING :, W ��O � " /NY. = 30.69 P '► 3Y•G7
5,5, INVERT C? POINT OF CONNECTfON 1 - - - !- m - -11 13 C/NOEIi BLOCK ` ExIST
to proceeding with cGP_structlon. I-AAND D ill 3y.O° "„� ��'j WALL��AS CTyP) ARCH. 3' 30 .09
P14loz TO CONSTRUCT/ON of SS To AREA 92
18. The Contractor shall make minor adjustments in the field during construction, as neces- °U/L!J/NG, corclvECT ro 6"Y �� x
9"0 SS AS REQUIRED 8Y CJ
sary, in order t0 produce a finished project C071S1Stent With the intent of the Plan. m 0- RENTON. IF CONNE(710N ISTn 34'1(a I 34.26� A � t /20 f\
E l EXIST 3y"t( I
19. All construction is subject to the inspection by the City of Renton and the Contractor g'oSSTHEMAIN15To9 COW DRILLED. EK/sT� ►o` i' NO CtN496 VIOC HAU AT
E� - 3ysy c8TY
_ /N GN4ER 8locx wxLc AT 8'cT2To CB TYPE I 3X 5T
shall notify the CJ.ty of his schedule in sufficient time to permit inspection prior to PPOV/DE 5„5. •r WATERLIN Ez/sTE� �E3.89 TNR. &i&# r r; oivo3 otN DRA/NAEE X15T �/S /Jiv y= 351So'C+RATE EX/sT
CR0551NC•, PROTECTION A5 �s; )t ExIST TNROUaN To PRoposEO P'ARK/NG LOT. EX/sT INV=32.50
and during the work. REQuIRfD BY UrY .teu v oRNAMEN7AL 3'1.57
! 3'1,2z I EXIST
20. The Contractor shall be responsible for obtaining all permits for road and utility W Ex/sr yl
construction. p
�I 33.97 /6"DEC. TREE
L/ ExIST EXIST.
2] • The Contractor S EXIST• ,BUILDING 1 --- CoNC/tETE
hall notify the City of Renton Engineering Department prior to performing Q . �Q h ,;------- I
W/BASEMENT I'; PA0 3'1,60
f h f '+ Ism WRLKWAY EX161
Construction work within the City o Renton rig t-o -way. �• 6x
31
® 22, Storm drain i shall be concrete rubber asketed ASIM C14-X Table 11 (Extra Strength) 3'1,IS
pipe / g 9 ,� "T � EXIST
or 16 GA galvanized steel or 16 GA aluminum helical corrugated metal pipe with watertite
connecting bands, (Steel shall be galvanized and treatment 1 asphalt coated) or Rigid LU ExIST
PVC - min. 50R 35 or Ductile iron Class 50.
z I Q� Lpdt E
I
EX 15 TING -y
FRAME 9 LADDER OR STEPS ROUND SOLID COVER
OFFSET SEE NOTE 4. MARKED " DRAIN I'
FRAME 9 GRATE ELEVAT*Nx34.06 WITH LOCKING BOLTS,
' OVERFLOW ELEV. 200 CAPACITY SLACK
a •:
PROVIDE d Ik; WHEN GATE IS DOWN.
f. S FASTEN CHAIN TO FRAME
DETENTION
OIL SEPARATION STANDARD GALVANIZED STEEL OR
ELEV.=32.50 ALUMINUM LADDER / STEPS.
t_ CLEANOUT GATE
PIPE SUPPORT LIFT GATE, NO. C/C/I-LG,
CASCADE CULVERT INC.
12"0 CM P (i
NOTES:
I.
PIPE SIZES a SLOPES , PER PLANS.
2.
OUTLET CAPACITY NOT LESS THAN
COMBINED INLETS.
3.
METAL PARTS
A. CORROSION RESISTANT OR
GALVANIZED OR ALUMINIZED TYPE 2
B. IF GALVANIZED STEEL PIPE,
HAVE • ASPHALT TREATMENT I.
4.
FRAME AND LADDER OR STEPS
OFFSET SO:
A. CLEANOUT GATE IS VISIBLE
FROM TOP.
B. CLIMODOWN SPACE IS CLEAR OF
RISER 9 CLEANOUT GATE.
C. FRAME IS CLEAR OF CURB
5.
DRILLED ORIFICE IS TO BE
APPROVED BY CITY INSPECTOR
BEFORE INSTALLATION IN
FROP,
OUTLET PIPE
INLET
PIPE
Sao CMP
�'�
I
MIVERT ELEVATION
IL-
INVERT ELEVATION /�<, a 12 •,Ql
=31.08
•''.:
=31.OS I tt
c
N
;I
I II
RESTRICTOR PLATE
PLAN VIEW
WITH ORIFICE
p
SEE NOTE 5.
FLOW RESTRICTOR/ OIL POLLUTION
(FROP)CONTROL DEVICE
CATCH BASIN TYPE
n, DIAMETER
54"
i
K- 33,78
EXIST
Mt1 ,q EXISTING C-8rROP
I V. 8= 2 IN'*8.70 04)
INV rIN=27,34CE) ��C p
INV Ix'oM 2(,,c6 F
q � ❑ B.,W CMP � -
h
kj
2 -2D '
RECOMMENDED
�lilii *s
� R moved Date 2�/ l
C>r }1
VICINITY MAP
/" = 2 00 0"
SITE PLAN CLIENT RON HALSEN PROJECT COMMERCIAL SITE
16618124thAVE. S.E. 41h ST. 8� BURNETT AVE. S.
AND DETAILS RENTON, WASHINGTON 98055
(206) 226-8430 RENTON, WASHINGTON
KESTREL BLUEPRINT INC./ 87298
4k
`o
IR"01CMP
,
�• tG w
J /
3'0y J jJ'J
EXIST �
iXLfT 2
I�
EXISTING
PARKIN6 LOT
i
n = /0/
z-
EXIST C8 EXIST tEX/.ii EXIST
R/M=33.29
/NV =30. Z9 - 19'0 CMP
NOTE: LOCATIONS OF EXISTING FACILITIES ARE APPROXIMATE CNLY.
THE OC TI'RAL-70R IS RESPQt15IBI£ FOR ALL AVAIL-
ABLE CITY AS-BL'ILTS FOR VERIFICATION PRIOR TO CGN-
STRL ON'. NOT ALL SERVICE COtMCTIONS ARE SHOWN
AZ THE CONTRACTOR SHALL FTET LOCATE AND EXPOSE ALL
See 'City Of Renton' Standard VAR _VAR 'IIONS PRIOR TO CXNSTRtJCTION. CX7NTACT CITY AND
Det011 For Depressed Drlvewoy ExPANS10N JOINT ALL UZ'TI.ITIES SERVING AREA 48 HOURS PRIOR TO STARTING
CXNSTRUCI'ICN . C 0 )IQ1TA C T I- S00- Lf 21J- 5555 Fop A I O
Curb a Gutter -Type D / 10�/ 1ttAX SLOPE LOCATtIN� JTILITE,S.
I
. :' : , : • •'. • • �' ` rL
C ONSI'RLXTION AND PRD=URES PER APWA SrB%NDATMS SUBJECT
10` TO INSPECTION AND APPROVAL BY THE CITY OF RE IVTO/1l.
iECT10N A -A E_(TR QED
�o��ETE
3101141 JOINT (TYP.)
GENERAL NOTES
JOINTS Joints shall be placed as shown
or as directed by the Enpis"r
CONCRETE Concrete shall be 14 dew Gloss 6(3/4) STANDARD INDUSTRIAL,
Sir e^trolned P+Drf1eo1 tslstsllealf IteMl✓Ne
8 COMMERCIAL DRIVEWAY
PROCEDURES All wort sAou be in occordORCS with A P.W.A.
pans ow spodficettbns or as directed by
t1w En ewe eer .
�p/�P p
y• A CLASS B pH LT
.` • o? .. CONC RET E
SLOPE AS PER PLANS
,!! �, �:.( ^. :, •`,ram i1.J `^..'r•=,.K •'.•- � .�
• .: . ,� / ;
i i -i.- �• ill+' f r
I
1 M►N COSAPT DEPTH CRug"ED
SURFA-GING TOP cOURlE .
2k MIN . COMP'T DEPTH CRUbNED
SURFACING BASE COUItSF-
Z�m 1 1973
p1,1VEMENT CROSS- SECTION
TYp►CAL -NOT TO SCALE
Q REVISE0 VI7/85 AS PER CITY RL=QUEST ✓f
(, x D D.R. STRONG Consulting Engineers Inc., P.S.
I'rZ W y 10604 N.E. 38TH PLACE, SUITE 101 e KIRKLAND WA 98033 (206) 827-3063
0 <
a �!M
t•J S
Alf, CIO N �r DRAWN J R
CHECKED
ENGINEERS PLANNERS SURVEYORS
�f
DATE 10/31/84 DRAWING N0.491-i
SCALE AS NOTED SHEET I OF 1
♦7-3-30
`il