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To Eo So C. AND DEMOLITION PLAN
OF
BLUE ORIGIN RENTON ROAD IMPROVEMENTS
A PORTION OF SECTION 1/4, OF THE NW 1/4 OF SEC. 19 TOWNSHIP 23 N., RANGE 5 E., W.M.
CITY OF RENTON, KING COUNTY, WASHINGTON
N3TALL STORM DRAIN INLET PROTECTIONS
CITY OF RENTON STD. DETAIL 216.30
SEE SHEET C4 FOR DETAILS
ISDMH , 48" STRUCTURE
I I o w I I/ i I I I I i ° IM=21.09'
�J I ��
��F2" CNC N IE=18.17'
C"ico > I I~I8" CNC E IE=17.67'
c M n CB STD GRT 2" CNC S IE=18.08'
LO
Q > o Q_ a_ X INSTALL TEMPORARY SILT FENCE W I , 8" CNC W IE=17.73'
o f I In w I o � I x z d RIM=20.54' I X. i �; IN I i I ° I
fl Q N 12" CNC S IE-18.49' I I
CD � I I I Q x CITY OF RENTON STD. DETAIL 214.00 v
o a cD I - J I I SEE SHEET C4 FOR DETAILS sDEX CONCRETE s I as °
N I o I Q I GAS BE WITHHNNEW I� o � I i I RIM CB 520.50TD RT
z o I I I I METER CONCRETE SIDEWALK. I I ; I -' I
z ( I~ I I12" CNC N IE=18.62'
Q I Q I I I POWER
METER w
CB STD CRT o GUY
RIM=18.95 CABINET
TEL. RISER ) '• '' IV I i n ANCHORS
I 8" PVC W E=17.41 ' I / IX CONCRETE SIDEWALK T /°°e; a°° r `I i CD
CD 1
(PIPES UNDER WATER) I BE ��� WITH NEW I n I
SSMH, 48" STRUCTURE I I POWER I� CONCRETE ADA RAMPS % I I I x
LLI
CB SOLID LID TYPE 1 RIM=20.76' 1 a :' I �; ; N
I CB SOLID LID TYPE 1 I
CABINET ICI N N I
CENTER 8" PVC CHANNEL NE=15.37' CB STD GRT CB SOLID LID, TYPE 1 I �o I N I SSMH, 48" STRUCTURE
RIM=20.91' I RIM=20.16' I RIM=19.65' �` N I RIM=20.80'
CENTER 8" PVC CHANNEL S-15 36' -
12 CNC N IE=17.38 - 8 CNC N IE=17.64 RIM=19.46 I 8" CNC N IE=17.44' (an)l T( ) T(uG)
I CENTER 8" PVC CHANNEL W=15.37' 8" DI W IE=17.79' ' 12" DI S IE=17.51' 8" DI E IE=17.74' 8" PVC E IE-17.43' 1 j`� I I '
12" DI W IE=17.33' (12" PLUG N) 8" CNC S IE=17.69' 8" PVC W IE=17.37' I )'3 (n I
1 6» DI W IE=17.92' I rsnu ^ (an 1 n t an i r3�
(PIPES UNDER WATER) I (an)1 -� II I I
3 �-0- EXISTING SIDEWALK ° daNi a (or1�lfsn)i (9n)1 T(�jG)
•--------------------------- ------------------------------------------------- ------------------------------------------------------------------------ - - ----- ------ - ------ ---- ---- II 1
----20-------------- ---- - -
t-------- - --a �� "fir coNl (901---O�nsi - (�Nl 3 T(uc TNG) ' I
MAPLE AVENUE S . W . INSTALL STORM DRAIN INLET PROTECTIONS o INSTALL STORM DRAIN INLET PROTECTIONS
CITY OF RENTON STD. DETAIL 216.30 MAPLE AVENUE ti CITY OF RENTON STD. DETAIL 216.30
1 N I SEE SHEET C4 FOR DETAILS SW CENTERLINE 1 3
�m-M-M-/�-M-M�M McY�A4�-M M1-M M m-m-m-m-m m-m M M-M- -M M-M-M-M-M M-M-M " SEE SHEET C4 FOR DETAILS
t M- m- m- m- m 3 m
I�- m-m-M-M-M M -M-M- IMcn
1
j N01'21'26"E
s- ss S
-as-as-as��s-- as - as - as \s as -as- as -as- as- as- as - as - a as - a �s�as-as- as as -as -asks -as -as -as -as -as -as -as -as -as I'^ SSCO -, ~ � '
J, 0 a 1
SS �ss ss l--ss-ss- s-s�- s<ss/ss-ss-ss-ss-ss-ss-ss-
ss- ss- ss-
ss -ss-
ss ss -ss
-� ssss-ss- ss- ss-ss- ss -ss -s 1 ss -ss-
ss ? 4 N �� o GATE N GAS MARKIER
I �,� I I P T
POWER POLE I - -a-a--a-a-a-a-�-a-a a 0-0 aka �= e�� "a -la- a-a-a-a-a-a-a-c-a-a-a-a-a-a-c-a-N-a-a �" ta-a-a-a-a-a-a-a SENSOR c ;\ -a-s- ova a a 01- -4
s'�-------------------- 0`J90 `JO`J990`J990`J0 00-•-9`J `J `J I ---------------------------------- ----
° c� aNd an (a) (aN (a) (erljd -- ---- a d ZenDd Oansd Zan�d (
(HO)d 1 (HMad ° (HO)d ° ° (HO J - (HO)d (y)j)d (HO)d (HO)d (HO)d (HO)d v°° j (0p)d (9n)d (On)d (Jn)d i(On)d (On (�= n)d (On)d (Jn)d (On)d 0 d: t• a (On)d (On) (Jn)d - > n)�1 0 (On)d
6 N. / '�0)d. )d - H®)d - ( �I (Ha)d (HO)d HO d (121 _ 0)d (a Ha) --1 0 d I 0)d
° _ _ v - - °�i0 (HO)d -� (HO)d ( 0)d (HO)
°° a EXISTING SIDEWALK ° ( i �l: (aNl (aNl v EaNi - 1r Yan (aNi _ _ (aNl an i -
w - - -
° ° �-� -GATE- ---- --- _ X X
-22 and d an and d -GATE
r
°
CENTER 12" PVC CHANNEL N-14.03'
CENTER 12" PVC CHANNEL SE=14.10'
° I
I
CENTER 12" PVC CHANNEL W=13.73'
v. I
FOUND 1 1/2" FLAT BRASS DISK
0 o I
W/PUNCH IN CONC., IN CASE, 0.4'
BELOW GRADE, INTERSECTION OF
I
SW 16TH ST & MAPLE AVE SW
I
I
(APRIL 2022)
°
o
I
SSMH,
I
RIM=21.06'
`
CENTER
12" PVC CHANNEL NW=14.06'
a I
12" PVC CHANNEL E=14.11'
(CENTER
CENTER
12" PVC CHANNEL S=14.06'
PUG)
POWER POLE W/3
�an�
GUY ANCHORS S.
v 0)d °
Q-
&2E.
GATE o t 11 N �' , POWER VAULT
SDMH, CONTROL STRUCTURE 1 SENSOR [ �� QLI CB STD GRT o a OWER c> IX CONCRETE SIDEWALK TO a TEL. VAULT I �' eeo . `° N N • ' la
N \ �� q I CAf -22� BE REPLACED WITH NEW BOLLARD »TV" (TYP.) I e ee I o I I (TYP.)
RIM=22.99' �_i I I I I N M
1 I - RIM=19.92' - CONCRETE SIDEWALK "BD" (TYP.) I N „PV" TYP.
12" DI E IE=17.40' I J I N
21 6" DI E IE=17.92' POWER POLE I-T Y
o ° • SDMH , 48" STRUCTURE
33" CMP W IE=17.31' N IXCONCRETESDEWALKT I GN o, / I I •
W/DROP LINES & BE REPLACED WITH NEW I 5° °S ; a RIM=21.35'
12" CMP S IE=17.31' � -20 �_ i � 1 / - ° � '} � POWER p CB STD GRT I I 18" CNC NW IE=18.24'
o I I �, \ \ CABINET RIM=19.08' 2 YARD LIGHTS \ CONCRETE ADA RAMPS � I os S. PIPE GATE VALVE=17.42' LOT LIFT -
N ( 8 PVC E IE=17.48' I _ \ i ° 18" CNC E IE=18.00'
S. PIPE ELBOW=19.84' ON 24" BASE I \ POWER CONC. INSTALL TEMPORARY SILT FENCE IX CONCRETE RAMPS TO 18" CNC SW -
S. PIPE ORIFICE=19.74' I N TELL MANHOLE CABINET S MASONRY CITY OF RENTON STD. DETAIL 214.00 I o I E-18.51'
TOP CONTROL=20.51' CULVERT, CULVERT, REPLACED WITH NEW
12" CMP NW IE=19.74' 9" DI W IE=19.93' TM (TYP.) WALL SEE SHEET C4 FOR DETAILS CONCRETEADARAMPS
IX CONCRETE SIDEWALK TO
BOTTOM CONTROL=16.45' POWER UNKNOWN VAULT POWER UNKNOWN VAULT
ROCKERY ROCKERY I I l o I I CONCRETE
AD RA�
I MANHOLE WITH DIAMOND PLATE CABINET WITH DIAMOND PLATE INSTALL STORM DRAIN INLET PROTECTIONS / = I
SDMH, 54" STRUCTURE GATE CONTROL I CITY OF RENTON STD. DETAIL 216.30 x I
RIM=22.71' PANEL INSTALL TEMPORARY SILT FENCE SEE SHEET C4 FOR DETAILS SDMH, ° N I ' a IX CLRBING TO BE FLUSH
RIM=22.02' I
CITY OF RENTON STD. DETAIL 214.00 / I I
12" CMP N IE=17.34' 18" CNC SE IE=19.20' i r I AT NEW CROSSWALK
SEE SHEET C4 FOR DETAILS / 1 INSTALL STORM DRAIN INLET PROTECTIONS
IQ
12" CMP SE IE=17.26' 8" CNC S IE=19.64' I (m '
° i I i o
33" CMP W IE=17.26' 16" PVC W IE=19.20' x I w m I CITY OF RENTON STD. DETAIL 216.30
(PLUG NORTH) 1 ° J I M w I w I SEE SHEET C4 FOR DETAILS
CB STD CRT i M ly I
RIM=20.93' ' o 001 I ; o CB STD GRT
8" CNC N IE=19.19' l / ; z z. a RIM=20.99'
/ z 18" CNC NE IE=18.93'
o WATER METERco I T T w
00 _ „WM" (TYP.)
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T.E.S.C. LEGEND
DESCRIPTION PROPOSED
SILT FENCE
CATCH BASIN PROTECTION
BENCHMARK
DATUM
HORIZONTAL DATUM: N ZONE NAD 83/201 1 VERTICAL DATUM: NAVD88
�0 25672 0 ��
s/ONA L
2/22/23
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R-423603 I ��
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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DEVELOPMENT ENGINEERING
Scott Warlick 4/7/2023
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SURVEYED:
BCE
SCALE:
q »_20 r
I -
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
�CITY OF
....
T.E.S.C. AND DEMOLITION PLAN
BLUE ORIGIN RENTON
DATE:
2/22/2023
00
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DESIGNED:
TDM
FIELDBOOK: - --
RENTON
PAGE:
DRAWN:
TDM
'
ROAD IMPROVEMENTS
DRAWING NO:
22334
ONE INCH IDATUM
Planning/Building/Public Works Dept.
INTERSECTION OF MAPLE AVENUE S.W AND
uj
v
1
REVISED PER CITY OF RENTON 1/24/23 REVIEW
TDM
2/22/2
CHECKED:
DKB
AT FULL SCALE
IF NOT ONE INCH
APPROVE
SHEET:�� OF: ^
Er"
N0.
REVISION
BY
DATE
APPR
SCALE ACCORDINGLY
S.W. 16TH STREET, RENTON, WA, 98057
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