HomeMy WebLinkAboutR-417728- � -� - � -- - ----- - -- - - -- -- - - -7xev�
G NERAL NOTES
CMCCER \ \ EROOM (EMCS) SIN 4784-1g C OSS NGE RY TO UT OOR ' W A� 1. HORIZONTAL DATUM: WAMERICAOD STATE COORDINATE SYSTEM,
I NORTH ZONE, NORTH DETIC A DATUM ATUM 19 VERTICAL
` .m SO R POWERE � \�.
I\ \ RIM:) '_" �� p � ,T DATUM: NATIONAL GEODETIC VERTICAL DATUM E N (NGVD29).
\ • \ \ IF (S) = 17.15 (8" SLOT DRAIN)- DOU LE SIGN WAT R VLT Ut AIR T \ / ' VERTICAL DATUM CONVERSION: NGVD29 TO THE NORTH AMERICAN
x \ p LID 18.72 OP 18.9 p LID - 19.97 / VERTICAL DATUM 1988 NAVD88 =NGVD29 + 3.60 FEET.
g, IE (W) = 17.15 (B" DI) x 3.T 3.T INNE DIMENSION 4.5' ON \\ ( )
\\ \ \ ATER/STEA VLT 2.T D LID - #1 801 2. LID - 14fi78 \\ \ CEO 2. THERE SHALL BE NO EXPOSED GALVANIZED MATERIALS,
1' CONDU EI 21 LF 8" SLOT DRAIN `� D = 19.25 C OR WATER EVEL = 1 32 \ ATER EVEL = 19. 7 f0 COATINGS OR ZINC APPLIED SURFACE TREATMENTS ON ANY
✓ir IE=17.15 12792 SUMP 12.82 c SUMP = 14.47 \ oo / / O I EXTERIOR OR UNDERGROUND MATERIALS OR SURFACES. ALL
SLOPE=0.00% 1 " WFR PIPE .E. 16.2 WATER LT \ GALVANIZED OR ZINC APPLIED MATERIALS OR COATINGS SHALL
1 W 8" STM PIPE I.. = 17.25 ID = 1 .91 1 \\ P 0. {` ? .2p BE PERMANENTLY PAINTED OR COATED TO PREVENT EXPOSURE
wi \ FW WA R LEVEL = 15.75 4`ID� .5' NER DI ENSIGN \ / O o OF THE GALVANIZED/ZINC MATERIALS PRIOR TO INSTALLATION OR
SU = 15.25 0 " % 2, _ �1 677 a \� \\ o / �/ P� COMPLETION OF CONSTRUCTION.
1 ON TO � A ER LEV L = i6 I � \ Zo / 3. SEE SHEET C501-1A THROUGH C501-iD FOR LEGEND,
C
�� D = \ ENTRY TO/ UTIOD P / ABBREVIATIONS, AND GENERAL NOTES.
501-6D \ \ uD lsse I\ \ .z° I
r 4.5' 01 ENSIGN \ O 4. SEE PAVING AND GRADING DETAIL PLAN SHEETS
�° a ♦ P � `\'yWA \\\\/ \ \ \ \ � Nd5H\ 6" PIP 2.L8E' . L_I $1 676 ATOIRP A01M1L0T \1 ➢ \\ 10^Sy1EF\R \ / O
C
NCFOR PAVING DETAILS, HORIZONTAL CONTROL
O AND GRADING INFORMATION. LT ♦ ♦ 19.40�\9 _ NKNO ZN00A1 SUMP - 15 IRE VA LT F °F �PPi F B 6+ T j 5. SEE STORM DRAINAGE DETAIL PLAN SHEETS C501-6A THROUGH
' C501-6V FOR STORM SYSTEM IMPROVEMENT DETAILS.
D g"J, 0 F♦ - \ \ M MH 1. 5' D LID - �1 675 ry
2773 \ \ 1 5 \\\ WATER VLT 1 \ O 6. SEE UTILITY DETAIL PLAN SHEETS III THROUGH M501-ID
WUTP EVE
718.05 -�\5 \ \ \ rn LID = 19.92 MO I O.r / FOR FIRE WATER SYSTEM IMPROVEMENT DETAILS.
2.0' X 2.0' SOLID LID �14679 / p \� °® WATER V1:S �qgB 7. SEE CHANNELIZATION PLANS FOR PAVEMENT MARKINGS, TRANSIT
T (4)
FEATURES, AND SIGN IMPROVEMENT DETAIL.
�,\�QAND0 D BANK PER ELECTRICAL DRAWINGS: \ 10 F`N tl b / �p _ 8. SEE MECHANICAL AND ELECTRICAL PLANS FOR ADDITIONAL
\ p al\600-dwgs al\Elec\73800v\UNDERGROUND\E500R. "�� � � _ INFORMATION.
o_ . • �, � � a W � \ F� F`N � P tl � � � B' TALL�TRAILER \ � I
IPy9 SN'\ 0 v mOi WADTER/iS�BOD 4' ��qtF �i // \ S�%E bBq�o'o,� O c
/M #12791 \\\ TOP OF L 5 p- 5P� \ ry p
° m ON 0' • iP d♦ BOLTS STUCK ydpT P�� / �O IN ION F
C,N� 50. ♦♦ UNABLE I OPEN\\\
m,rt0 Pipe . T �� •FM 0`1 P j2 O O WER PO
4C-02 ePs PB \ Np3.♦ N,j % �� �� P �%� RIM = 20. / O� o ��\ 0" EEL \
SS LIFT STA. , TOP OF C .38 \
-03 ♦ ♦ tl �� ���% 76" X 7.0'
SS LIFT TA. RIM 21.86 a . E '. _ �-�
50.0 WET WEL NIM I* 9.8A '& S 6" DIA LID
Peep RIM 19.1 SSMH \ O �♦ PAVED PARKING �iOF'r� / \\ T P = 10.6 11.15
RIM 19.71 50.6 £ sS' ; \ LA DER ON (S WALL S
I 48" DIA tTA1ktRE - TYPE 2
C� 24" DIA LID 13329 O / _ / / "a 3
I W E 17,%IS.w 12" DIP (SW) LE. = 12.21 50.1If
®"°• 6" DIP (NW) I.E. 12.21 ` % g
�N
= WATER LEVEL = 10.71 O % MH 1 7p" \ O R •A NDON
LADDER ON (N) WALL
CB 49 >d Ln P O APS
1� I
I = 9.53 ) PSPL � / / O (VER
z DIA STRUCTUg5 - TYPE 2 * CD RIM 21.0
QI % 2.0' LID - #19800 m o }� If
BRICK CONSTRUCTION °'• b \ /� } J // _ /
HI �} .� 1 P (NW) LE. = 14.98 \ LiJ MH-G b / Cho O 1 W BETE /r
Z 2� U56 5 2 zSSW) I. = 1043 M 21TER RIm / CEO
f 'A O
BUILDING 4-17
o
Ley T 91
ZI 5a.6 3 ni S n_. �\ 11 TY �E r3gJ
If
O ,E'er DO //v \� '' f
/ �¢q'�' y. KEY PLAN
"o
` • / \ 1 \ m° 1 / 0• / L I CIL
`t' I SE : NONE
PAVED PARKING1` / ,� M�ppJ9?gpF - 2 & 2 6 A B C D E F G H J K L
S�f" Rki Es c I CIO
\ p
71. 0
\ / '''/// C13
�DY SEWEER HoLE r `S / y, C
/ O\ / /
y\ OS oNc a, I C15
i \\ / / Gd / / Clfi M'
i
4
S R CIB
VA 7\ O o xwG \ \1 WlC19
/ // \ / / �R VALVE I C20
c
I sgME f RIM
MINIM M� \ / / 631 R02-5 / �, ONES I C21
RIM 27.98 .Z`� C22
INV N/S 9
r T �� C23
QPOe I cgs
I • \ / / Av / w /I C26
C27
A. h1 / y C28
\ / 1•
P \ \q / / �/(313/4"CO-T C29
P PRD y<' I C30
R-4177028
B 0 IN COMPLIANCE WITH CITY OF RENTON STANDARDS
w6P MATCH LINE - FOR CONTINUATION SEE SHEET C15F
3330I9N AYYMI¢SWtl, Oc'avezEMENGINEEAIN4
CALL 48 HOURS w�300 20 ° 20 40 ,� CIVIL PERMIT I°haws= o6,e6,202,
feM3 Wry, WA966612EM
BEFORE YOU DIG TEE:(205)431-DOO
1-800424-5555 RAX: cK61431-2250 scale feet
SYM RENSION BY APPROVED RATE SYM REVISION BY APPROVED DAIS ACCEPTABILITY DRAWN
JDM 07 09 21 SVE11T E CURRENT REVISION SYMBOL DATE
U APRON R - CENTRAL C180242 WSP SET 07/09/21 S 737 MAX DUCT BANK - RECORD W1759198 ARAM 10/31/15 THIS DESIGN AND/OR H rc PARTIAL SITE UTILITIES PLAN C180242 �� 07 /09 /'ri
(to
SPECIFICATION IS APPROVED SET 07 09 21 SHEET
P 737 MAX DUCT BANK - RECORD W1759198 ABAM 07/31/14 - RENTON AS-BUILTS W5365113-34353 KPFF KEEP 01/15/18 ®APPOOED BY DEPT. DATE dDM 07 09 21 0�APRON R - CENTRALC14F C28
- AS -BUILT - INCORPORATE REVISION P WS 01/28/15 - INCORPORATE REV I TO DRAWING WS DES 02/08/18 CHECKEDRENTON SITE0 PARTS MOVEMENT ROAD -RECORD W7855883 ABAM 04/03/15 T CONCRETE AND ASPHALT REPAIR W4282795 ABAM 12/01/17 APPR9vE0 doa No. =`:em rR 737 MAX DUCT BANK - RECORD W1759198 ABAM 04/15/15 APPROVED CIVIL MASTER `, 11 RENTON, WA DWG NO. RTN-YD-14F