HomeMy WebLinkAboutR-395906M GENERAL NOTES:
1. FOR BEDDING AND BACKFILL PIPE TRENCHES DETAIL SEE DETAIL 4 ON SHEET C5.5.
CO 2. ALL STORM PIPE SHALL BE LINED CORRUGATED POLYETHYLENE PIPE OR AS ALLOWED BY THE CITY
0' OF RENTON 2016 DRAINAGE MANUAL UNLESS OTHERWISE NOTED.
�i 3. SPOT ELEVATIONS AND CONTOURING SHOWN REPRESENT FINISH GRADE ELEVATIONS. SUBGRADE
Q ELEVATIONS WILL VARY DEPENDING UPON TYPE OF SURFACING REQUIRED. REFER TO
Lij SPECIFICATIONS FOR TOPSOIL AND MULCH DEPTHS.
4. MATCH EXISTING GRADES AT INTERFACE WITH EXISTING SURFACING. VERIFY EXISTING GRADES AT
INTERFACE PRIOR TO ORDERING MATERIALS AND CONSTRUCTING.
5. CONTRACTOR SHALL VERIFY ALL EXISTING AND PROPOSED GRADES PRIOR TO CONSTRUCTION
ACTIVITIES. CONTACT ENGINEER IF PROPOSED GRADES ARE BELIEVED TO BE IN ERROR.
6. SEE SHEET C5.3 FOR STANDARD SURFACE WATER PLAN NOTES AND CONSTRUCTION SEQUENCE.
(f) 7. FINISHED GRADES ARE INDICATED. CONTRACTOR SHALL EXCAVATE AND FILL TO ACHIEVE PROPER
SUBGRADES.
Z 8. ALL FILL MATERIALS SHALL BE PLACED IN ACCORDANCE WITH THE GEOTECHNICAL REPORT.
WC
G
9. ADJUST EXISTING UTILITY LIDS FOR FINISHED GRADE. FG: 422.14
W 1........................... t.......... \ FG: 424.79
.. ........:.:................. i .......... (MATCH EX) (MATCH EX) \.......... .
O 10. CATCH BASIN TYPE 1 PER CITY OF RENTON STANDARD PLAN 200.00, SEE DETAIL 1 ON SHEET C5.3. ..... I I
. .. ...I NA "- FG:424.25
0- 11. CATCH BASIN TYPE 2 PER CITY OF RENTON STANDARD PLAN 201.00, SEE DETAIL 2 ON SHEET C5.3. 1\ FG: CH E II .....
C � (MATCH EX) Z I �
G RENTON STANDARD PLAN 202.00, SEE DETAIL 3 ON SHEET .... 1
12. CATCH BASIN INSTALLATION PER CITY OF R � U4" I
C5.3. FG: 424.56 I FG: 423.78
O FG: 424.68 ` . . .
13. RECTANGULAR FRAME PER CITY OF RENTON STANDARD PLAN 204.00, SEE DETAIL 4 ON SHEET C5.3. FG: 4 7.14
(MAT HEX) FG: 426.19 �
z \ (P & FG: 421.88
MATCH EX)
14. RECTANGULAR SOLID COVER PER CITY OF RENTON STANDARD PLAN 204.10, SEE DETAIL 1 ON FG: 4 .11 1 i\ \ FG: 423.40 (MATCH EX) \\ \\
SHEET C5.4. FG: 27.12 FG: 425.95 sr \
Q F : 427.57
rr FG: 424.61 \ /
15. ALL ONSITE TYPE 1 CATCH BASINS SHALL HAVE HERRINGBONE GRATES UNLESS OTHERWISE Cv M TCH EX) FG: 426. 7 FG
INDICATED. RECTANGULAR HERRINGBONE GRATE PER CITY OF RENTON STANDARD PLAN 204.40, : 424.45 \ \
�- ( °�° FG: 425.87 FG: 42 .79�\ .'
SEE DETAIL 2 ON SHEET C5.4. / F : 426.18 �• \ .
/ Opp FG: 42�5.90 FG: 42 .75 �� I \
16. STORM ROUND FRAME AND COVER PER CITY OF RENTON STANDARD PLAN 204.50, SEE DETAIL 3 ON / } , FG: 425;.96 o ^ FG: 24.42, \
SHEET C5.4. / FG: 424.4�
/ n / FG: 422.23 I
FG: 424.06 . .' ............... .
MISCELLANEOUS DETAILS FOR DRAINAGE STRUCTURES PER CITY OF RENTON STANDARD PLAN / FG: 426.30 °\° \ / (MATCH EX) I ............ .
J 17. MISCEL .... .
O 204.60, SEE DETAIL 4 ON SHEET C5.4. oo� \ G: 424.
/ �\° :4 TC: 24.92 \
O g39 o ti� FG: 4.53
18. ALL DISTURBED SOILS IN PERVIOUS AREAS SHALL BE AMENDED IN ACCORDANCE WITH THE SOIL / TC: 5 0 \ �..
FG:426.01 \ p \
U AMENDMENT STANDARDS FOUND IN SECTION C.2.13 OF THE 2017 CITY OF RENTON STORMWATER / \ 99 o FG: 424.55 \ I
MANUAL. FG: 426.10 \ TC: 425.05 F : 4 " . 8 \ram
\\ FG:424\89 ; 5 N ........�..................
\ \ \ \ B FG: 423.i8 FG: 422.68 f .
(MATCH EX) ................
C:425.14 \\.................
\ FG:424.98 FG:424.64 \ .................. .
\ \ FG: 423. 3 L
\ \ FG: 424.69 B \ .............. .
FG:423.�9
\ TC: 425.20 ( FG: 424.72 a c
\ FG: 425.04 (MATCH SEX)
rr
\ \ �. TC:425.47
\ \
m \ \ FG:/4 4.78 d
W \ FG:423.26
TC/: 42, .28 \ TC: 423.45 (MATCH EX) J
..... .... .
\ /
J\ / ...a.n ..........�/
W
i
W
J
RECORD NOTE 10/08/2018
AHBL CERTIFIES THE ACCURACY OF THESE
AS -BUILT DRAWINGS WHICH ARE COMPRISED OF
APPROVED ENGINEERING PLANS AND
CONSTRUCTION CHANGES PROVIDED BY THE
CONTRACTOR FOR THE PROJECT KNOWN AS
LINDBERGH HIGH SCHOOL PARKING LOT
IMPROVEMENTS. BASED ON THE STANDARD OF
CARE AND EXPERTISE THAT IS USUAL AND
CUSTOMARY IN THIS COMMUNITY FOR
PROFESSIONAL ENGINEERS IT APPEARS THAT
WORK WAS COMPLETED IN SUBSTANTIAL
0 CONFORMANCE WITH THE APPROVED CIVIL
0 ENGINEERING PERMIT DOCUMENTS.
NOTICE
ALTERATION OF THIS DOCUMENT SHALL INVALIDATE THE
AS BUILT PROFESSIONAL �� AND SIGNATURE. PUBLIFROM RESERVED
ED
OF
THIS DOCUMENT DOES NOT DEROGATE FROM RESERVED
Know what's below. ONNERSHIP RIGHTS IN IT. THIS DOCUMENT IS FOR USE
Call before you dig. ONLY FOR THE PROJECT IDENTIFIED R IN 1TITLE
AND IS NOT TO DE USED FOR REPAIR,, R REMODEL OR OR
ADDITION TO THAT PROJECT OR FOR ANY OTHER PROJECT.
AHBL PROJECT 2170057.10
J.
of wasHl*,
Lo To
2 AS-BUILTS
;P0 hE�IST0E �C� TACOMA SEATTLE SPOKANE TRI-CITIES 1 REVISED PER CITY COMMENTS
�sSIONAL E2215 North 30th Street, Suite 300 Tacoma, WA 98403 NO. REVISION
z„e 253.383.2422 TEL 253,383.2572 FAX www.ahbl.com WEB
SURVEYED: SCALE: CAL D. FOLLANSBEE I NAvo T988
HORIZONTAL• W 1983/1991 CITY OF
DESIGNED: eJ
B. SC"END RENTON
BJS 10/08/18 SMC DRAWN
F. KATONA ONE INCH DATU M
BJS 7/7/17 SMC CHECKED: FIERST AT FULL SCALE Planning/Building/Public Works Dept.
IF NOT ONE INCH
BY DATE APPR APPROVED: SCALE ACCORDINGLY
S. COMFORT
T
U
T
0-
Z
W
W
O
N
O
CD
z
GRAPHIC SCALE
0
5 10 20
Q
n
1" = 10 FEET
-17
O
R-395906
I
00
IN COMPLIANCE WITH CITY OF RENTON
STANDARDS
U
V
LINDBERGH HIGH SCHOOL
DATE:
06/08/2017
0
FIELDIDOOK.
PAGE:
SOUTH PARKING LOT IMPROVEMENTS
W
RENTON SCHOOL DISTRICT
In
Q
DRAWING NO:
C3
z
ENLARGED GRADING PLAN
SHEET: DF:17
6
J