HomeMy WebLinkAboutTED4001817.2PROPOSED BUILDING ,\ GENERAL NOTES
-� 1. All work and materials shall be in accordance with 1981 APWA Std's & Specs and Cityof
TAPER PAVEMENT TO MATCH CURB AND GUT L�_ I A.C. WALKWAY TAPER TO MATCH Renton regulations and requirements and subject to a inspection by the ity.
- � g q j approval and
I EXISTING A.C. WALKWAY WITH 2. Locations of existing utilities are approximate. It shall be the responsibility of the
' NEW CEM. CONC. SIDEWALK contractor to verify the exact locations so as to avoid damage.
�� -� 3. The contractor shall notify each utility and coordinate his work schedule with the
I construction of power, telephone, gas and cable T.V. facilities.
All storm sewer pipe shall be CONC.(Aluminum or Steel with asphalt Treatment 1 16 gage),
Gaskets are required for all storm sewer pipe.
F I
{ ( i I PROPOSED PARKING LOT ( 1 5. All pipe bedding shall be
C B 1 - 46 LT STA 3+0 6 p P g Type 2 (APWA Sad Plan No. 62). All trench backfill shall be
• % i compacted to a minimum of 95% of max relative density.
-
T C 4 5.60 O , } ` it / 8' RIP RAF ``.m % 9 F R 0 M CURB 6. All Catch Basin (Type 1) shall conform to APWA Std's Dwg No. 52. All TypeII Catch
--- 2 1 i
Basins shall be 48" dia and conform to APWA Std's Dwg No. 55.
-(I -I-3 3)- ( I ! , „ ! \ 7. Catch Basins frames and grates shall be adjusted to finish grade just prior to pouring
G_ I 12 -12 CONC. CULV. _3 I the curb and gutter or paving. Grates for C.B.'s shall be locking VANED GRATES as
[ I 3� WIDERI'/E'N�;Y/ CURB &
SET SLOPE 1N � n � � �� � supplied by Olympic Foundry (or approved equal) on public right of way only.
--- 16 2 OF 12 CONC. C B 3 -- 34 -12 CONC. C. GUTTER AS PER 8. Cement concrete curb and
FIELD TO DAY LIGHT AT 2.3 8 % ' gutter shall conform to APWA Std Plan No. 1 Type A Curb and
T C 45.06 CB i 54 LT 197 j 'CITY OF RENTON STDS. 169' - 12" CONC. Gutter.
r ° 9. All sidewalks shall be Type,B Std Plan No 14.
`(1+20) -(1+0{ R=55 I OS AT 1.50 /°
7 1 10. Prior to any construction/development activity the City of Renton Dept. of Public
• \ I i 11 END CURB TO FACE OF �' ! {I Works must be contacted and PRE -CONSTRUCTION CONFERENCE held.
_ - _ M I - - - x 7 9 �• gl - - = - - -X 83.2 - - 11. AS -BUILT plans and records shall be, furnished by the contractor showing all deviations
T T F R 25 fT. CURB n
__ _ $%/g..- �,� }� - ?' _ - from the approved plans. Final payment shall not be made until these plans are
1 i 8 - -
6 °/ _ - - r --- - - -- - - _ _- �- - - - - - submitted.
76-
CB # S- - �- �_ �- - - -- EROSION OL NOTES
- (1 + 17 ' { 81 OF 0 12 :ONC.. \ t ` -- --- --/� - -m - ._- .- - 1. r erosion co e i
-- ON CONTROL
T -__ - -- -_ - - __ _�'� Use filter fence as temporary cry ero control measure. Locate filter fence along
3' DIA. POWER POLE 1 -- �� -_ �- - - __- property lines as, needed. Use temporary V-ditches/swales to direct storm runoff
@ I . �0 \ - J'ROPOSED---- t -
o'
n'1 48'-,I", cow, A'1� � °/i- -` � � � � -- - --- - - � - - through filter prior to exiting site.
- - - -,6� i ACCIESS-ROD - - -- - r 2. Exact locations and configurations of temporary erosion control facilities shall be
-7� - - - - -- - determined by Owner/Contractor and City of Renton representatives in the field
prior to aDnstruction. Fences will be adjusted' to fit existing topo. and ends of
/r + ,� \ _ _ '- - - �_ _� - �` ~ C - - --- - filter fence will be wrapped uphill to prevent runoff from running around the ends.
END � L. iVK O\ ! R� iCVE - - ___ _ _ -- _ _ - _ - - - -- - I-L7
- - - ___ - _ _ - - �Q� _ _ _ 3. Temporary erosion control measures will be installed prior to any other construction
( 46 21_ , 44.6 � � _ems � i - S- ---��� � - - � �� _ - - _ _ _-- �-_ _ � taking place and maintained in a satisfactory condition until such time as the
EXISTING' Q�MOVE _ - _ _ �- =� _ - _ -- i - - - - -- - - permanent drainage facilities are completed and operational.
II 0 g = _�- (2' ` C 0 - s _ _ 'XISTING NZ; p R �Q F 8�; ' 9 _ - _ - - - -- -- - - - - _ - - -� - -- -6' -- - - - - - -
/ - _ _-_ -n - - _ _ -_ _ _ _ _6
ST. LIGHT : • _PI 3'
3' - -
/ - - 01 - - - -- - - - - - __ - --- - _ _II ELECTRICAL i 6 ,- -
64
HANDHOLE45.1 -
• '
I I5 4 , _ - - - - - -- - _ - __ _ -58' - _ - _ 12 12 IQ C O N C. CULVERT-
/ tq - 48, - _ - _ _
C .46. _
� 4 - • .: :. „ _ - - _ - - (, _ ----- - - _ MATCH GRADE OF
-- - - (01-80) REMOV IST O OVERT - _ `-` ---- - ---5 _ _ - __ 1 _ EXISTING DITCH
_ 4 - -
- - - , 9' S4' 0,
- EX. DITCH
8T MINUS CRU HT S.S. MANHOLE GU�RL RA L. �MANHOL rf - 49.57 -_ # `®` 50 - - _ _ - - a-
0 50 - -�
ED 0 CURB HEIGHT RIM 47.00' (WATERVA �' 4 __ �` - 51.2
-- ' �-8 48.6 2 ' ` LAMP C. B 3 - A -,-- ----- -i 5 12„ r-------
INVERT 42.17 -- - _- - EXj 0--; c�i-40 49.14 (EXISTING) S0.Q2` -_ - f �___-- - -�I. �CF�3 CONCRETE
�* -- --- tX I T „ 50.79 - �52 - -_ - - - - 54.0 RETAINING W
C B 4 C' . 47. �9 - y 1 \- _- - __ �v ALL
-C.-4_Z.�O C_g8•g�l 4�26 PT4 EXIST. ASPHALT "LAMP S(5{ 5228%fi _- --�"d-53•�g ----� -_
TAPER END OF SIDEWALK F6±-CO+40r _ : T.C.47.49 OtOO �15: 1 TAPER --t�-f 6Q 30--4+�4_- _ # �, p?- SIDEWALK TO BE EXf i. Cl0N(11 .---r- --� 54.26 4
TO FORM WHEELCHAIR RAMP, (0 �5�) �T-C,46.73 -(Ot•20) CB 2 , 1, (Ex) I ' UT Eht 'S NO.IA(EX.) 53.06 -- ��. 5 32 --
REMOVED ASPHALT C n a G �
-- ,47 7 - - - - ----- - -- - - EX ASPHALT � d -~ �3•e 2 ---
i - ..
52� LT
1-�J
_ � �� ____ -- � WAL
1
C - - - PL EXIST. E L . TYPICAL
CI T,Y 71 - TR FF 1 TTON T, B C M P MP
INSTALL SALVAGED TYPE"A" CURB BLOGKS RELOC ED FROM TRAFFIC ISLAN U-� PT
PT ,� OF RENTON STDS- �
J1✓ - M • FRS a' lF_-- 0` __� TYPICAL.
C
IO � CFI I? ��
r ° I2 I - - _ _ - - - P INN- 5TRIT'E- -� - - . _ -
z -� L I �� i TS 0 F EXIST. I S !" I •' s- ---_ _- _-
12 T ----
--
G
-
- TR FFIC ISLANC T BE REMOVED p _f -a - __ -�, -�-- -
VE
- --}
13
10' CTRS TYP -
-- - - _
-BEGIN TWO-WAY LEFT TURN LANE _
i ---- 24' - _ 6" WHITE LINES TYP ,¢ k- 0
i -- NC�IT�. ALL.. �TRiP I �' ►r T NS CHAiveSEL �.Ui I(yi C h' ' i rt E 'AY A
L - ---- -
-_ --- �a. !CH BASINS , CU�VEI'tT.��', EARTF•I��/OR�; ��vca �,avlra � 3M LL. . �r�r,JtiN t
EXISTING TRAFFIC ISLAND - --
+ - - _ - -- - C " T Y OF ri t_ N T O C At,,' STATE HIGHWAY DEPART•F/E07 S ;AC�:AR►�S.
CITY OF REN TON BENCH MARK EL. = 52.87'
SW COR• SECOND LIGHT STANDARD M A P L E VALLEY
BASE NW OF CARCO PARK ENTRANCES, _
SO. SIDE OF MAPLE VALLEY HIGHWAY, TOP OF PROPOSED CURB & GUTTERJYPICAL)
55
L n END OF ISTI�UG
-t-.. CURB, GUT TER,& WAL 34' OF 1 " C 0NC. AT 1.9 7'/°
` ; ? , �� I % F'' 48 0 F62 G.48.49.57
' 8� GUI TE r ,
1.22
50
45.8'
45'
8'OF 12� C NC.
AT 1.00
PG "' 49�
h Pl =46.77 P _ F
F 46.45 FF.i. 46.73 - .47_09_-
-- _ - -- - - - 4 7.0.
I 10'- 8" o CMP -
- L162' OF 12"CONC. AT 8.9 /° -
18"C0C. AT 2.38%
j EXIST. LL
C
4 y OF 12
CONC.
1.0 %
L CB# 4
C85 TYPE II-C(48'-(�) RIM= 46.7 ±
12" INV.= 42.70
RIM= 44.80
12" INV.= 42.23
Q 18" INV.= 41.73
8" INV.=43.56
GB_` 5-A
RIM =45.3
INV. =43.64
12'- 12" CONCRETE CULVERT
SET SLOPE IN FIELD TO DAYLIGHT
NO• I DATE
1 2- 10-•E6
REVISION
FER CITY OF RENTON
Teo - 440 -/
EDGE OFI EXISTING RAVEMENT (TIYPICAL)
CB#3
1
RIM =
49.82
INV. 12
" = 46.57
I'-
INV. 8
"= 46.90
CB#
3A(EX)
0
Z
RIM=
4920
INV.8
" 0 47.79 ±
O
U
O
O
±
O
Q
Q
U
VARIE S
SQUARE CUT WITH SAW EDGE OF EXI' TING PAVEMENT
ALLOWING 11' OF CLEARANCE BTWN NEW CURB a EX.
PAVEMENT REPLACE WITH 2"CLASS B A.C. OVER 4"
ATB SEAL JOINT %All MC 50
EXISTMNIC CIJRtb--"'
HIGHWAY
169' OF 112$CONC.
CB#2
RIM = 50. 9
INV. 12" 0 = 47.24
1.50 %
MINIMUM 2E1t6COVER.
i
CR!
Q
10' �
05 '
6' CEM. CONC. SIDEWALKS STA.-(U+75) TO 2+00
10"MIN. THICKNESS IN DRWY
AREAS +G"MIN.
1 J 2 /°
2% + �-
APWA CEMENT CONC. CURB
& GUTTER STD PLAN N 0.1
TYPE A-1•
APPROVED BY Design By: JApproved By .IZN. A.M.A.
AMA
Drawn By. Date:
J.S.M 7-18-85
Checked By: A.M.A.Scale: HORIZONTAL (= 20
1 VERTICAL I" = 5'
5/8"MINUS SEE PLAN FOR LOCATION �
CRUSHED ROCK 6'-WIDE &
4" THICK
TYPICAL SECTION CEM.CONC.
I" 2' SIDEWALK
-12' OF I " CONC. & 1.5
-- _ 5 5'
TOP OF EXISTING CURB
5 0'
---RECHANNEL DITCH
10'-81110 CMP AT'1.3%±
8k RI PRAP
I I I
i45'
CBJ*I
RIM= 53.02
INV. 12"= 49.77
INV. ,8"= 50.17
140
C B I A --
RIM 52.34
8" CMP 50,3 t I
O 00
O
PROFILE M �
HORIZ: I"= 20'
VERT: 1"= 5'
NOTE: STATIONING FOR CONCRETE CURB 8 GUTTER IS ON TOP FACE
OF CURB ALONG CURB CIRCUMFERENCE.
NOTE: STATIONING FOR STORM DRAINAGE IS ON CENTERLINE
EXISTING DRAINAGE OF PIPE RUNS FROM C.B. TO C.B.
DITCH DEPTH VARIES I' TO 2' ORO"=
/-- C.B.(NEW)
Am NO 12I.SS'"''
surveyors:: engineers
BELLEVUE, WASHINGTON • (206) 747-2785
R• nd� N I ELSON ,.-aJ S,V,1TH
O� _�'. \�
DAN SHANE PROPERT`r`
DRAINAGE AND OFFSiTE IMPROVEMENTS
MAPLE VALLEY ROAD - I NTERST AT, H I. 405
RENTON , WASHINGTON 4�,AINNEQ MAR 2 8 "LJ'
>/ 1 moo /4? 5
,J C, 2 t••, ;_.
856-058
SHEET NO.