HomeMy WebLinkAboutR-371508D— ~ D- —
_-
I
I ■ Is a ■- ■ .. ■ ,° ■
III— I
� � o
--sue r
\�
~
W I
w ■ _ --
ii: W
i — — — —
LIMITS
TSS 1F WORK . 1 I C.-. �- - - -p5_y - - _ _ _ _ _ _• _ _ = I
dpi �
w 1I II �l
F_ SHEET, C2. 1 ;
65 i ■ 1 I +V) 70 -� r5�
- - - --
V
=
1
I o
U)
IL
N
W 1 ,
LU
■
J
LU
z Assisi 0 Is 0— j IIIIII
LU
0 ■
1 R
(3 1 i
Z
v
"
■� I 1 f II���1 w.,
I
W
r
/ ■ / u
V \
is
I� g® _ y
— / -.
-� rl
LEGEND
BS BOTTOM OF STEP
--
❑ '/L_�- _ Vr- / f � I I _I�. ! -� - ` i I I TS TOP OF STEP
— ■ ■ — ■ L�_ ■ jl ■ ■ TW TOP OF WALL
FIG FINISHED GRADE
y�� • STORM DRAIN CLEANOUT
Z+ B 6� { _ --- :1-1�" "1 \ `� �'7� �I ■ ■ STORM DRAIN CATCH BASIN, TYPE 1
® STORM DRAIN CATCH BASIN, TYPE 2
D STORM DRAIN LINE
_ S
U UNDERDRAIN
l
\ \�
■ i 7
I � I � � —" t�. � I 8 � -� 1 ■ RD ROOF DRAIN
j FD FOOTING DRAIN
\S ----- GB - - - -- GRADE BREAK
J \I I _L — 55 �F �"®� �, i ■ - - - - -3 ,5 - – EXISTING MAJOR CONTOUR
// ' .,-., %'. I ,. '` \ ■ - 354 - EXISTING MINOR CONTOUR
I IYJ 355 PROPOSED MAJOR CONTOUR
I SHEET C2.3 354 PROPOSED MINOR CONTOUR
OVERHANG I y 0�� I I.
(I YP) �I : ° ° ° ' 1 N o 1111 1 LARGE - DIAMETER DETENTION PIPE
LAN
S I � I °'I } a RAINGARDEN
GENERAL NOTES
1. SEE LANDSCAPE PLANS FOR UNDERDRAINS, MOW STRIPS, AND ADDITIONAL SITE FEATURES.
e
2. FOR BEDDING AND BACKFILL PIPE TRENCHES DETAIL SEE C6.
P ' �� ■� 1 �wp - -- - - - - -- 3. ALL STORM PIPE SHALL BE LINED CORRUGATED POLYETHYLENE PIPE OR AS ALLOWED BY THE KING COUNTY 2009
( _ .R� ■ I -° v - T CAS- - - - -�� DRAINAGE MANUAL UNLESS OTHERWISE NOTED.
�(•I I I ,i � I '� ------ - -- 4. SPOT ELEVATIONS AND CONTOURING SHOWN REPRESENT FINISH GRADE ELEVATIONS. SUBGRADE ELEVATIONS
, __ WILL VARY DEPENDING UPON TYPE OF SURFACING REQUIRED. REFER TO SPECIFICATIONS FOR TOPSOIL AND
t■ � ■ "■°'� ■ ■ ¢° � i H -11-11 I I a. -. ' v �., v �- °- _- MULCH DEPTHS.
5. MATCH EXISTING GRADES AT INTERFACE WITH EXISTING SURFACING. VERIFY EXISTING GRADES AT INTERFACE
„_� a II I� II yl - ■__r
C I t z-- PRIOR TO ORDERING MATERIALS AND CONSTRUCTING.
■ 161 �� � �i1 I i i�i , 0 , �/ �-
III III -, =x -
6. CONTRACTOR SHALL VERIFY ALL EXISTING AND PROPOSED GRADES PRIOR TO CONSTRUCTION ACTIVITIES.
CONTACT ENGINEER IF PROPOSED GRADES ARE BELIEVED TO BE IN ERROR.
I
7. SEE SHEET C6.2 FOR STANDARD SURFACE WATER PLAN NOTES AND CONSTRUCTION SEQUENCE.
C
V�RES /' NG FROM BUDDING BUILDIN - <:tiAA�'; (P)
I
-- -- - - - I I I I I ■ 8. FINISHED GRADES ARE INDICATED. CONTRACTOR SHALL EXCAVATE AND FILL TO ACHIEVE PROPER SUBGRADES.
6 Iuuuuu 1; .I d ■
L_! - _ 5� i , 9. ALL FILL MATERIALS SHALL BE PLACED IN ACCORDANCE WITH THE GEOTECHNICAL REPORT.
10. INSTALL EROSION CONTROL BLANKET ON ALL DISTURBED TRENCH AREA STEEPER
8118 91i 11 619 _- - - - - ■ THAN 3HAV PER DETAIL C6 . HYDROSEED AFTER EROSION CONTROL BLANKET PLACEMENT.
„55 ■ 11. ALL FOOTING DRAINS SHALL BE 4 INCH IN DIAMETER AND PLACED AROUND BUILDING. FOOTING
1
\I\ ¢ I DRAINS SHALL CONNECT INTO STORM DRAIN CATCH BASIN. FOOTING DRAINS PER DETAIL 8
f—s
r
-
z
D
uum
_ -- - --
- D-
a
cc
S z
gr
CPS -��
m
z
�.
•
Know what's below.
Call before you dig.
SHEET C2.2
, I
A b j ■ 12. ROOF DRAIN LINES SHALL BE 8 -INCH PIPE MINIMUM AT A MINIMUM 0.5 PERCENT SLOPE UNLESS OTHERWISE
- -- -'•' - �- - -- I INDICATED. CONNECT ALL DOWNSPOUTS AND ROOF LEADERS TO THE NEAREST TO ROOF DRAINS. ALL ROOF
Cp J 'I II I, I ■ DRAINS SHALL BE CONNECTED TO A STORM DRAINAGE CATCH BASIN. PROVIDE AS- BUILTS TO OWNER. SEE
ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND NUMBER OF DOWNSPOUTS. SEE MECHANICAL PLANS FOR
EXACT LOCATION AND NUMBER OF ROOF
J
� ■ ■ � ■ ■ � ■ ■ �. � ■�E� HTO LEADERS. STORM DRAIN CLEANOUTS PER DETAIL R=371508
I_ AHBL
* s s DOWNSPOUT CONNECTION PER DETAIL e
13. ADJUST EXISTING UTILITY LIDS FOR FINISHED GRADE.
14. SEE SHEET C1.1, KEYNOTE NO. 28 FOR BACKFILL REQUIREMENTS AT THE DEMOLISHED OIL AND DIESEL TANKS.
PERMIT SET
oS9�lot
S�8
NUCE T A C O M A - SEATTLE • SPOKANE -TRI- CITIES
umunx s m 000�en xuu xxws xx
xmxaxw sx xx a�umc tiuv a'
ra "�4Rp1pppG1��`� 2215 North 30th Street, Suite 300 Tacoma, WA 9840
axuex xwrs x rt ns xn•nx xn xe
MY Nx M Al4T otllrtfY x lE 9YE 90;
xxxxorwx: Aso rm xvut xxos• 253.383.2422 TEL 253.363.2572 FAx www.ahbl.can wEe
rmmx, m our nner a m xx xoe„Wa[
• x� `� CITY OF RENTON ACADEMY AT SPRING GLEN ELEMENTARY 31 W.RCH 2014
xxsxxrtw xw ,xm ,w, �
ovam AS NOTED �0 >s
ADDENDUM NO. 4 ACB 1 28 t4 WJF A BRAUN .0 RENTON SITE IMPROVEMENTS
ADDENDUM NO. 3 Ace t 2a to WJF °"""` F. KATONA — RENTON SCHOOL DISTRICT •x.•x¢
ADDENDUM NO. 1 ACB 1 t7 la WJF c,mxc DATUM
W. RERST "T""` Planning /Building /Public Works Dept. C2.0
`"° °`"° OVERALL GRADING AND STORM DRAINAGE PLAN
N0. REVISION BY DATE APPR reeno, S. COMFORT r "" 8 w35
A -TN NNAA
oy�z
�>
D
uum
l J
K
a
S h
S z
gr
m
z
D