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SCALE: I" = 20'
50 L.F. OF WS.D.O.T. TYPE 2
CONC. BARRIER.
EXIST. CURB & GUTTER
FA FTC
B HARDIE AVE. NW FC D
TC 73.66 I TC 74.25 N 74.71 TC 75. je- TC 75.49 TG ?5.8U
G l3.LL � 73.8v G74.27 G 74.57 G 75.07 G 75.35
CON DU 17- _ __--
� P CONC. WALK �r _POWER coNDuir
'-POWER 72
:........ 70 .._ �t TOP OF NEW SLOPE _ _ -r Pow E R
f-- -T- �- - 7 _ _`gym ..,r- T� T =- T _ T-- _ T :T_ _ �_ _ __ _ ''. -Y- __T__ T -T -
68 -- ... ..................................................... 68 ••• \..-TA",
66 .................. ............ .....::.................. 66 ......... ... .... ?� 7, -�T�. ...72 .. - T
........
N. 3 3C ....
• 64 • '
62 ......... ..........
64---- .70.
• ........ _- 01'°4 1 11 E . _ . ................ s2 . 23QQ0.�. ... .. .. ���� ........ 68 ....
-go - -
-' 6 " 66 ...._.
�.
G `h
.......... 58. `� : .. _
.O . .ROCKERY --� G "'\ .... • 64 - '
-F G G- -�.... 62 .......... .
L 2.5' 1 5.5
2' 1 2'
CURB GUTTER a SIDE -
WALTZ PER CITY STDS.
WCUT EX.PVT.-sl -SL=2%
- - SL. �42% J
EXTEND SIDEWALK
NEW PVMT. PER UNDER BARRIER
CI TY STDS,
HARDIE AVE. SECT.
NOTE: PAVEMENT SECTION FOR HARDIE AVE. SHALL
CONSIST OF 4" COMPACTED THICKNESS OF
CLASS 'B' ASPHALT OVER 4" COMPACTED
THICKNESS OF CRUSHED ROCK.
66. 56.00 56.11 56.22 56.19 FENCEL 58.9 --
\�� �.
GAS� A B POWER (� DST RAGE h ��
.....64 SEn /ICE POWER 58
.TBAA.38-32
SET CHISELED SORTOP OF CONIC. CURB
O' E AST OF N.W.COR.
0
OF PARKING LOT. ti
65
ELEV.58.78
6e
°CD G.B. S 1 51
OD RIM EL. 55.5 I
z LE• 53.7 -
\ o)
6 s \
0
S.'DO°48' 40u W. 3
5.26' 0J 30' 14'�
8 4' \ 50' .4'• 44'
Li
O z. ASPHALT PARKING ci' ci: ASPHALT _ -
0C o Z. N :®: - O 56
U O• 'S I M_
M
BLDG. 'S' _ BLDG. 'A' I 00
CIDINST. TYPE I C.B. `
F.F. EL.=56.10 F. F. EL.=56.27
GRATE EL.= 54.32 Uj
E.=52.77 -8" NN
0
Z
5623 \ 5623 55.57
55.98
TBM 38-33
♦ 1 r TOP OF 5/8"REBAR
I j 81 BRH CAP ON NE. PROP
ASPHALT SD 8"PVC-,�d SD _ _ SD 1 CDR. EL%V. 55.44.
PLANTER - r S. 00°48�40�" W.Q 2"4.61I ASPHALT PL NTER
�i
CONTROL'
ONTRO �''' STRSPRINKLER I
.....�•Sg 'UCTURE '�.II::: ® Q �-t� iii I WMS• CONTROL 1 I W
_ w s
W -8 WALL
- :•••
:4 CONC. WALK
I. 54.83
G S
TYPE I r 6-T
--- 4-_'L--- - _--- . FGR.ATE EL. =54.88Y
__-- 53.21 8"
TYPE .I C.B. ON EX.
STORM DRAIN. GRATE EL.54.66
=
6" PVC SAN. SEW. SERVICE LINE (S=2%MIN.) I.E.52.66'•
W/C.O. AT BLDG. & I / ° WATER METER AND SERVICE
TO EACH BLDG. PER CITY STDS.
RAINIER AVE. N.
54
53
'i It
2.5' 5.5' 4'
70
PROP FIN. GRADE
4'
EXIST. GROUND /
yo
,
SECTION A -A
C =10' V. a H.
BUCHAN BROS. CONST.
11555 NORTHUP WAY
BE LLE,VUE, DIVA. 98004
0
4.5'3
'J
c
60
R
30' -
80
2.5' 5.5' 1 4'
I � 1
2
70
I PROP' F
EXIST. GROUND -
SECTION B-B
I"=10' V. a H.
AS BUILT DRAWIN�.
BY TARGET- SIJRVEYuRt1c1,1NC.
9-15.88
UNDER JOB NC.88.47
80
I 60
CL F'
80 2.5 5.5' 4'
\ PROP FIN. GRADE
70 \ ,
EXIST. GROUND- _�
60
SECTION C-C
I"= 10' V. a H.
_ SLOPE AT 2%
4 TOWARD STREET
SEE CITY OF RENTON STD DRWG.
FOR DIMENSIONS
MODIFIED TYPE 'A' CURB & GUTTER
:
2" COMPT. DEPTH, CL. B ASPH. CONC.
SEE PLAN FOR SLOPE
p -U O O o U p• V po
O J p 0 OO
v
1112" MIN. COMPT. DEPTH CR. SURF. TOP COURSE
2 lf�' MIN. COMPT. DEPTH CR. SURF. BASE OOURSE
GRAVEL BASE CL-. B MAY BE REQ'D°
DEPENDING ON SOIL CONDITIONS.
TYPICAL PAVING DETAIL
N.T.S. (ON -SITE ONLY)
FINISHED GRADE
1" 411 111
EXTRUDED CONC. CURB
EPDXY CEMENT
ASPHALT PAVING
EXTRUDED CURB DETAIL
N.T.S.
'TH ..
fV___> STF_S.'a
118TH
Ei
.S.N 124 TH,
6 O ucA
c
T 5 126TH ST
i
VICINITY MAP
z
7TH 5T
GENERAL NOTES
1. All work and materials shall be in accordance with these pl ans and
the standards and specifications of the governing agency or.munici-
pality under whose jurisdiction this project falls.
2. Approximate locations of existing utilities have been obtained from
available records and are shown for convenience. The contractor shall
be responsible for verification of locations shown and for the dis-
covery of possible additional utilities not shown, so as to avoid
damage or disturbance.
4. All 8", 12", and 18" storm drainage pipe shall be helical corrugated
metal pipe (16ga.), aluminum or galvanized steel, unless otherwise
noted. All steel pipe shall be Asphalt Treatment I coated. Non -rein-
forced bell and spigot concrete pipe, conforming to ASTM-C14 (extra
c strength), Class II, may be substituted for the corrugated metal
w pipe. (The bell end of the concrete pipe shall not be installed inside
�3 the catch basins)
o PVC pipe shall conform -to ASTM D-3034 (SDR 35). All footing drains
>_ and rockery drains shall be connected to the interceptor pipes with
0 6" ADS pipe or equivalent.
UJ
All pipe bedding shall be APWA Class "C". All trench backfill shall
be compacted to at least 95% of its maximum density at optimum
w moisture content.
5. All catch basins shall be Type I-C or Type II-C (APWA-1977) and
zco shall be in accordance with standard drawings or details of the
governing agency. Within the City of Seattle, the City's standards
shall apply.
6. All disturbed surfaces shall be seeded to tough, hardy grass unless
other landscaping/erosion ' control measures are employed.
7. Additional asphalt may need to be removed in order to insure
that proper cross slopes are obtained.
IY{11 .
1+80 PI_ EL.=75. 4
ROCKERY DETAIL 30rvC. e=0.02'
2*3O EXT. T() EX. CURB
0+44RI. EL=74.27 1+30 P.I. EL. 74.53 75.93 CTOT � `
30' V.C. a=0.06' 30, V.C. e=0.05'
0�05 _ +I.I%
75.37 T.C. r
1
' }0.3%
0+00 -OPPOSITE -- -- -
SOUTH PROP LINE NOTE: CURB OhAi SE 1NSTALLED PER
CR04-CEi ,,>N SHOWN ON TnIS SHEET
PROFILE - T(�P OF CI�RB -HARDIE AVE.
111=2'(V) I"'=20'(H) -
a*
sp�4r
CL FL
30,
F r'
80 80 &0
2.5 5.5 4
(I
- -----��EXIST. GROUN Ck.-
70 70
5 1±PROP. FIN. GRADE 2' �� �� Gkaat
NOTE: I1/Z:I SLOPE MAY BE USED \ 7,
IF CERTIFIED BY a PLACED UNDER \ �
3 -60 60 THE DIRECTION GFA SOILS ENGINEER- 60
--- - - //-3-87®°
SECTION D-D
1"=10' V.a H. ` JUNE 26, 1987
JOB NO. 87-002
w _.....-..-._,..- _.. __,gym_. ..v....._. ,..._-...,.w.,-.fi ..
GRADING, PAVING 81 STORM DRAINAGE PLAN
RAINIER AVE. ALTO CTR.
RE NTON , Wig.
450, vw�„� ���� REV. 5-22-87 PER CITY REVIEW BY I-I4G
PREPARED BY:
EIII •"
i u,
775 IDYLWOOO DRIVE S.W. ISSAGUAH, WA. 98027
16- ZL (206 1 392 1471
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