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EXIST. HYDRANT
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Call before you dig. IE W:151.60
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(12" CONC)
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SET REBAR & CAP
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POWER METER
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POWER POLE
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POWER POLE W/ LUMINAIRE
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SEWER MANHOLE
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CATCH BASIN, TYPE 1
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TREE, TYPE & SIZE
FIRE HYDRANT
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WATER METER
WM
NWV
WATER VALVE
X X
FENCE (CHAIN LINK)
FENCE (WOOD)
G
GAS LINE
P
POWER LINE (OVERHEAD)
SS
SEWER LINE
SD
DRAINAGE LINE
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BUILDING
RETAINING WALL
ASPHALT SURFACE
CONCRETE SURFACE
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GRAVEL SURFACE
HEDGE ROW
ROCKERY
OFFSITE CIVIL SHEET INDEX
R1
N. 33RD PLACE
- PLAN & PROFILE
R2
ALLEY - PLAN
& PROFILE
R3
DRAINAGE EASEMENT - PLAN & PROFILE
R4
MISCELLANEOUS
NOTES & DETAILS
R5
MISCELLANEOUS
NOTES & DETAILS
R6
MISCELLANEOUS
NOTES & DETAILS
175
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9+20
N. 33RD PLACE - PLAN & PROFILE
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W W W W W W W W W
N. 33RD P L . ADA ASPHALT TRANSITION F OM END OF
10+00 SIDEWALK, MATCH EX GRAE @ STREET,
N 89°04'35" W 11 +00 SEE BLOW-UP DETAIL ON SHT. R2.
50.02' NEW CONC. - +
3 CURB & GUTTER
SS SS SS SS SS SS SS- S - - SS S SS SS S SS �S SS
c9m 168.41 173.08
BEGIN CONC. CURB GUTTER -\ it 163.73 11
r - - - - S 1 1 + 09, 13.00'RT
7.36% I ► � 49 LF PVC SDR 35 @ �T 23% ' �MEN =1► 9 F 12" PVC SDR' 35 @ 11.94 I I
STA 1 5.05, 13.00'RT - - - _ ► ' END C C. CURB & GUTTER
STA 10+29.0 1.50'RT �� "' ; STA 11+17.49, 21.50'RT
RELOCATE ►\ 00 cn rn o „END CONC. SIDE LK
MAILBOX BEGIN CONC SIDE K \ _� � ^ E:173.10'
STA 10+29. 6, 26.50'RT 22 LF 6"1 PVG 35 @ 0.50% 131 " GAS �I ;
2k LF 6" C S[�R 35 @ 0.50% ^ i
„ F
______STA 11+17.49 26.50 RT
1W 50. 2 }..
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N 890435
EX. TOPOGRAPHY/SURVEY INFORMATION NOTE:
PROJECT ENGINEER DOES NOT WARRANT THAT THE TOPOGRAPHY SHOWN ON THESE
DRAWINGS IS REPRESENTATIVE OF WHAT IS EXISTING AND/OR CONSTRUCTED. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH THE OWNER TO HAVE ALL
IMPROVEMENTS FIELD VERIFIED PRIOR TO CONSTRUCTION. DISCREPANCIES SHALL BE
BROUGHT TO THE ATTENTION OF THE PROJECT ENGINEER PRIOR TO WORK. UTILITIES
AND UTILITY EASEMENTS FOR THIS SITE HAVE NOT BEEN RESEARCHED OR CONFIRMED.
UTILITY CONFLICT NOTE -
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION,
AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY
POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION
PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE @
J3NP E N G I N E E R I N G
1-800-424-555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS
OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST.
1735 POINTE WOODWORTH DR WE
LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE
TACOMA, WA 98422
UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS
(206) 730-3348
SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT PROJECT ENGINEER TO RESOLVE
ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION.
ADA ASPHALT TRANSITION FROM END OF
SIDEWALK, MATCH EX GRADE @ STREET,
SEE BLOW-UP DETAIL ON SHT. R2.
REVISED PER CITY REVIEW COMMENTS
REVISION
/ - - _- ILA LMLN / t$ WIUL FLAN I LH 51 HIF 26.5' R WN 5' WIDE CONCRETE
SIDEWALK 1.5' DEDICATION - _ - ___ 0.5'
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EXIST. HYDRANT
STRUCTURE TABLE
CB#1, TYPE 1
W/ STANDARD GRATE
RIM = 163.76
IE=159.00 (12" E)
IE=159.50 (6" S)
IE=159.00 (12" W)
CB#2, TYPE 2-48"
W/ STANDARD GRATE
RIM = 168.44
IE=162.51 (12" E)
` IE=162.51 (12" S)
IE=163.89 (6" S)
IE=162.51 (12" W)
CB#3, TYPE 1
W/ STANDARD GRATE
RIM = 173.11
IE=168.30 (12" W)
EX CB,
RIM = 153.75
IE=151.60 (12" E)
I ---- _ = - _ - 58' 13' EX PVMT
SAWCUT EX PAVEMENT MATCH
_ - - - - - EX SECTION ON N 33RD PL
III=11 I=11 I=11 MI MI 1 I I=1 I I=111=
.33RD PLACE PLAN VIEW 1=1T10-111-11N-1 1T1=1T1 =III _ _ _ _ _ - - _ _ -
CEMENT CONRETE SIDEWALK
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SCALE: 1 "= 10'
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N. 33 D PLACE fROFILE VIEW
1 HORIZONTAL: 1 "=10' VERTICAL: 1 "=5'
SURVEYED:
DESIGNED:
J3NP
DRAWN:
J3NP
PT 4 17 19 PT CHECKED.
J3NP
BY DATE APPR -ROVED:
B1a'J
I
PER C.O.R. STD. PLAN 102 -„ .... .... - - - - - - - - - -
PLANTER (SEE LANDSCAPE PLANS 6" HMA CLASS 1/2" 64-22
FOR TREE REQUIREMENTS) 6" CRUSHED SURFACING TOP COURSE
CEMENT CONRETE CURB ADDITIONAL STRUCTURAL FILL MAY
PER C.O.R. STD. PLAN 101 BE REQUIRED DEPENDING ON SOIL
CONDITIONS
���TYPICAL SECTION (N. 33RD PL.)
A • T4
WAS111
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►o 37819 p ��
F01STER�`
S/0NA L NG
0411V2019
SCALE:
" VERTICAL: NVD 1988
HORIZONTAL: NAD 193/19911=10' w CITY OF
RENTON
ONE INCH DATUM
AT FULL SCALE Plonning/Building/Public Works Dept.
IF NOT ONE INC"
SCALE ACCORDINGLY
SCALE: N.T.S.
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R-404907
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IN COMPLIANCE WITH CITY OF RENTON STANDARDS L`J
DEVELOPMENT ENGINEERING WASTEWATER UTILITY w
jchavez 04/23/2019 Ann Fowler 04/23/2019 '
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WATER UTILITY SURFACE WATER UTILITY
agafour 04/23/2019 0jfarah 04/26/2019 _
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SINGH & SAHOTA RESIDENCES DAM
2/11/19
112 9& 1133 N. 33RD PLACE FIELDBOOK: o2S
PAGE
CIVIL PERMIT _
DRAWING NO:
N 33RD PLACE STREET IMPROVEMENTS R 1
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N. 33RD PL - PLAN & PROFILE s"EET: 1 OF: 6 C/')