HomeMy WebLinkAboutR-401443MATCH LINE - FOR CONTINUATION SEE SHEET C17E
- - J - - 22.88 - - x - „ r -�-� ,� �I - - -� GENERAL NOTES
5'GMP 4 \ 671 29 LF 12 HDPE I I I I
61 1 \ 1 I \' I I, i I 1. HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM,
\ EX CB TYPE 1 L \\ I I I NORTH ZONE, NORTH AMERICA DATUM 1983(91). VERTICAL
\ RIM: 22.72 DATUM: NATIONAL GEODETIC VERTICAL DATUM 1929 (NGVD29).
\ N: 183326.82 2 671A-18 \ul I VERTICAL DATUM CONVERSION: NGVD29 TO THE NORTH AMERICAN
\ E: 1300441.96 CB TYPE 1 -JC,
- VERTICAL DATUM 1988 (NAVD88) = NGVD29 + 3.60 FEET.
� IE (N) = 19.56 (18" EX CMP) W/ BEEHIVE GRATE I
4-75 o cp; cn CONC IE (S) = 19.53 (18" EX CMP) RIM: 22.40 2. THERE SHALL BE NO EXPOSED GALVANIZED MATERIALS,
o Ln -IE E = 19.56 12" HDPE N: 183321.41 No I COATINGS OR ZINC APPLIED SURFACE TREATMENTS ON ANY
LANDING z \ () ( ) E: 1300470.57 34 LF 8 HDPE -I B 670 EXTERIOR OR UNDERGROUND MATERIALS OR SURFACES. ALL
�+ IE (E) = 19.61 (8" HDPE) 0 - = 22;65 I GALVANIZED OR ZINC APPLIED MATERIALS OR COATINGS SHALL
ASPHALT � TOP 2.6X 1.7 INNER DIME BE PERMANENTLY PAINTED OR COATED TO PREVENT EXPOSURE
CONC STAIRS \ IE (W) = 19.62 (12 HDPE) 19 - #77333 1
\ IE (N) - 19.69 (6" UNDERDRAIN) x 3 INV E 19 4 TYP OF THE GALVANIZED/ZINC MATERIALS PRIOR TO INSTALLATION OR
- 18" 4 I.E. = 19 COMPLETION OF CONSTRUCTION.
•'J• • � BOT 18.
18" CMP (SE) I.E. = 1
PVC W I.E. = 20. 3. SEE SHEET C501-1A THROUGH C501-1D FOR LEGEND,
ABBREVIATIONS, AND GENERAL NOTES.
22.85 a1C
rv�
4. SEE PAVING AND GRADING DETAIL PLAN SHEETS C501-5A
STS I THROUGH C501-5D FOR PAVING DETAILS, HORIZONTAL CONTROL
STS ' �� x 2 671 B-18 I I AND GRADING INFORMATION.
&�G 8 DI CB TYPE 1 \
\ W/BEEHIVE GRATE I 5. SEE STORM DRAINAGE DETAIL PLAN SHEETS C501-6A THROUGH
r, RIM: 22.70 I C501-6P FOR STORM SYSTEM IMPROVEMENT DETAIL.
METAL STAIRS � S I
p \ N: 183321.36 \ I
A„ E: 1300504.83 46 LF 12"HDPE CW 6. SEE UTILITY DETAIL PLAN SHEETS M501-1A THROUGH M501-1 D
p ` \ IE (E) = 19.78 (8 HDPE) SDCB 69 FOR FIRE WATER SYSTEM IMPROVEMENT DETAILS.
LOADING \ �'= SAS " RI = 23.5 C' 1
\ , GQF.e \ IE (W) = 19.78 (8 HDPE) IA ST CTURE 'O N • 6 7. SEE CHANNELIZATION PLANS FOR PAVEMENT MARKINGS, TRANSIT
ELEVATOR \ N 1 5 IE (N) = 19.95 (6 UNDERDRAIN) - - 1-2x .5
T \ TYPE 2 - # 7308 >, FEATURES, AND SIGN IMPROVEMENT DETAIL.
\ o Lp 18" C P (N I.E. = 7 07-52
18 C P SE I.E. = 7
59 LF 8" HDPE 8. ALUMINUM DRAINAGE FLAP GATE SHALL BE WATERMAN
�^ \ ( ) IIVV NW LU.O
x INDUSTRIES AF-41 TYPE 6 SPIGOT FOR HDPE AND SHALL BE
WALL INV SE 20.4 1 INSTALLED PER MANUFACTURER'S RECOMMENDATION.
2 670A-18► 3 S��BOT 19.7 1 '
ASPHALT 1 670 CB TYPE 1 S 9. NEW TYPE 1 CBS IN BIORETENTION CELLS SHALL BE PER CITY
• CB BEEHIVE GRATE OF RENTON STANDARD PLAN 200. AIRCRAFT RATED STRUCTURES
EX CB TYPE 1L ARE NOT REQUIRED.
��J \ RIM: 22.57
2" UG SPARE RIM: 22.68 ilN: 183273.37 No. 68
��• \ N. 183268.50 • _ 10. FRAME AND BEEHIVE GRATE SHALL BE OLYMPIC FOUNDRY TYPE
\ E: 1300442.36 �E: 1300487.87 CB II 48
\� IE (N) - 19.35 (18" EX CMP) IE (E) = 19.44 (8 HDPE) 07- 1 J SM60 AND SM60BH OR APPROVED EQUAL.
c I \ IE (SE) = 19.32 (18" EX CMP) IE (W) 19.44 (12" HDPE) � NW 20.45 11. SEE SHEET C501-6Q FOR EXISTING PAVEMENT GRADE DETAILS
IE (E) = 19.35 (12 HDPE) I I IE (S)= 1=82 (6 UNDERDRAIN) AT BIORETENTION CELLS.
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,� , ._ ..5 :''' A J l SEC39 CORE DRILL AND CONNECT NEW STORM PIPE TO EXISTING
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R-401443
-. - - - - - GOMRLIA CZ-\AATH-CIT-Y-OF Q,�^ITn STAAIDAR S
iBergerABAM CIVIL PERMIT SET DEVELOPMENT ENGINEERING +
40 20 0 20
ALL 48 HOURS
V3 Ann Fowler 12/14/2018
t E F O R E YOU DIG 33301 9th Avenue South, Suite 300 N
1-800-424-5555 Federal Way, Washington 98003-2600 DESIGN BY: BERGERABAM DATE 10/22/2018 Scale feet Frstraka
URFACE WATER UTILITY
(206) 431-2300 Fax:(206) 431-2250
� 12/14/2018
SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE
�N P. THIS ACCEPTABILITY
CHECKED HL 10 09 18 PARTIAL SITE UTILITIES PLAN C180242 O 10/19/18
N MITIGATION HANGAR C180242 ABAM SPT 10/09/18 J AS -BUILT 4-75 LOADING DOCK MODIFICATIONS 1068510 MJS - 10/27/10 T� SPT 10 09 18 SHEET
w of WAsx�� G SPECIFICATION IS APPROVED
0 MITIGATION HANGAR - CITY OF RENTON COMMENTS C180242 ABAM SPT 10/19/18 K FIRE MAIN REPLACEMENT 11523990 MKA M.J. JONES 06/29/11 ® ���`� c°>� APPROVED BY DEPT. DATE ENGINEER 10 09 18 TITLE MITIGATION HANGAR C34
CHECKED C18E
F ISSUE FOR CONSTRUCTION J#030198 REI DED 06/04/04 L DRAWING OF RECORD 11523990 M.K.A. M.J. JONES 4/00/12 ,� w� RENTON
A ' TO A ' SITE
T�
�� 31271
° APPROVED K Iv I Iv J I JOB NO. COMP NO.
G DRAWING OF RECORD J#140882 REI DED 12/12/07 M REPLACE FIRE MAIN AND HYDRANT W2544587 KARALUS GAK 05/08/14 Ssi olSTf
AL �G C 180242
AL 6
H INSTALL 3 BENCHES 10571988 PJG - 05/04/10 - RENTON ASBUILTS W5365113-34353 KPFF KPFF 01/15/18 APPROVED CIVIL MASTER SITE RENTON, NIA DWG NO. RTN-YD-18E
010
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