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w NOTE:
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O mew EXISTING UTILITY LOCATIONS SHOWN HEREON ARE
w w APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S
O 0 w Lu z RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND
1 23.5 R/W 23.5' R/W ��J HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND
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O o LIJ UTILIITES PRIOR TO COMMENCING CONSTRUCTION. NO
13.5' 10' 10' 13.5' cwn I- w REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES O
0 8' LANDSCAPE STRIP O ,,,� ARE SHOWN HEREON. THE ENGINEER ASSUMES NO co
F_2% EX. ELEVATIONS o , z RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES O
Lij:.: 2% 2% 2% (TYPICAL)
� 43.0
- :'.•.•' ..w NOT SHOWN IN THEIR PROPER LOCATION. C4
REMOVE EXISTING ASPHALT PAVING CALL BEFORE YOU DIG: 811 O
5' SIDEWALK PER EXISTING 5' 10.8 TO EDGE OF EX. CONC. PANEL
C.O.R. STD. PLAN 102 4" MIN. CLASS "B" ASPHALTIC CONCRETE SIDEWALK -- VARIES ROAD
PAVEMENT- 2-2" LIFTS REQUIRED 1 2% _ i NOTE: FINAL EXTENT OF TRENCH RESTORATION WITHIN EXISTING
8' LANDSCAPE STRIP 6"MIN. CRUSHED SURFACING TOP COURSE �`L� 2% i PUBLIC RIGHT-OF-WAY SHALL BE DETERMINED BY THE CITY
....
VERTICAL CURB & GUTTER CRUSHED SURFACING BASE COURSE TO BE a CONSTRUCTION INSPECTOR IN THE FIELD. RESTORATION MAY
PER C.O.R. STD PLAN 101 DETERMINED BY FIELD CONDITIONS BY �^ �°� A 'hl-A .. d. 0 5' REQUIRE HALF TO FULL STREET OVERLAY DEPENDING ON THE
`L h5 SIDEWALK PER 0 6 MIN. CLASS B ASPHALTIC CONCRETE FINAL SAW CUT LOCATION. ALL RESTORATION SHALL BE IN
Q GEOTECHNICAL ENGINEER. ° C.O.R. STD. PLAN 102 � � PAVEMENT- 3-2" LIFTS REQUIRED ACCORDANCE WITH THE CITY'S TRENCH RESTORATION AND
J NE 3rd STREET ROAD SECTION EXTEND SIDEWALK LANDSCAPE STRIP 00 6"MIN. CRUSHED SURFACING TOP COURSE STREET OVERLAY REQUIREMENTS PER CITY ORDINANCE #5131
n TO EDGE OF PROPERTY CRUSHED SURFACING BASE COURSE TO BE
VERTICAL CURB & GUTTER � � DETERMINED BY FIELD CONDITIONS BY ® EX. EDGE OF PAVEMENT
SCALE: 1 "=10' PER C.O.R. STD PLAN 101 z Li ' ' NEW VERTICAL �
N.T. z z GEOTECHNICAL ENGINEER. T
z CURB AND GUTTER <0
p LOT # CENTERLINE
DRIVEWAY NE 4th STREET SECTION I-_ STATION- ,1 .48%
6 ROOF DRAIN COLLECTION SYSTEM
�,
z PER CITY DETAIL DWG. 225.00 5 N.T.S. , SIDEWALK 526.05 630<D �°
W (TYPICAL) 6 WHERE SHOWN � NEW 5 �s9 ,�� v CC)
rr ON AS-BUILTS d12 0 �� ~
07 CB 13 TYPE 1 .0 , 0 OSTA. 43+39.72 33.0' RT. INT'X O
W/SOLID LOCKING LID co co O
� BEGIN VERT. CURB & GUTTER STA. 45+07.90, NE 4th ST. ^� O
RIM=514.48 Q� STA. 22+03.53, TRACT B �' RELOCATE EX. POLE O
IE=512.08, 6" ^ '� O� I INT'X AT EX. CB `ti
IE=511.88, 12" N �O \ I ,> STA. 40+00.00, NE 4th ST. O
IE=517.30, 12 STA. 43+49.17 33.5 RT. MAINTAIN 5' SEPERATION Q r
STA. 21 +90.02 BEGIN 5' SIDEWALK AT EX. BETWEEN NEW STORM AND oll
SEE SHEET 12 y y I END OF ROAD SECTION SIDEWALK NEW WATER MAIN Q
� • • NEW WATER MAIN ti
CB 12 TYPE 1 07 I - OE ----------------- -- J �,ti�" J ° J
a FD 3." BRASS SURFACE PIS " °: , ° ° ° a 4
M GRATE=513.52 pow d e ° /e °.. ° °. ° ti
r IE-510.62, 12" I I \ - 43+0 �,� d . j d° • a #sga�7 ' '.. a n°. D SHED HIT
' 44400' e• 04l" a .e ° °.. a•' °° .° a°• .'`d.. e d •d• I ° d 4
INTX' STA. 20+00.00 I I - -- INTX' STA. 21 +95.02 U��oT��uw a a e- ° - d o .. d e
A L ° ° ° �L' e e ° ° ° 4
�-�'- 1 ° ° . a � ALE Y '. A °.
w -STA. 1 +20.50 - ®® @ BOUNDARY z nn, _ ° SDLIP°WHITE 4 ° ° -
07 EX. CB c6 RIM=o.79.° Q d ° ° p -
NE '4th . ��ET a
° °. e d e e .. ° d. .. ° ° 4'
.° °
w - - 21 +00 I GRATE=520.68 5�s. ®.. 4.° . d<
INSTALL SURVEY MONUMENT�� -I - - - w d ° °{DASHED• WINTE d. ° to. EDGE OF EX. ASPHALT
= PER CITY STANDARDS "B NE 3rd STREET IE=517.03, 12 (E)
z IE=516.83, 12 7 _ I' I'MS°�1/@ CUT SINE �h�° .. ��� a °
STA. 21 +92.0 LCF' ��-1..�C°E., :.:.::. • :,'.,;..'. _ ��•
C I INSTALL TYPE III Q
BARRICADE, SEE SHEET 21
- - - - - - - - - - - - - - - - - - - - - - --- -----------r---------
V I -- 68LF., 12" LCPE @ S=2.68% �7 VALVE BOX W/2° a �ti 77.9T
SEE SHEET 12 � I p IF TOBLOWOFF xSLo' °� I 'f:? �1 ti�� I PAVED ASPHALT TRANSITION
.. SEE ENLARGEMENT ABOVE
O CB 22 TYPE 1
IE=515.48 6' VERTIC y f GRATE 523.95 UP I
BOARDFE E R W DEDICATION LINE t. IE-520.62, 12" 0
CB 11, TYPE 1 0 1• 'W SEE SHEET 14 ,
GRATE-513.54 STA. 46+72.14 33.0 RT.
IE=510.34, 12 W CONTRACTOR TO POT -HOLE STA. 45+08.57 33' LT. END 5' SIDEWALK
ELEVATION AT CENTERLINE IE=510.32, 12 (N) ELEVATION
TGRADECENTERLIN AND AS -BUILT 6" HYDRANT CENSTD. PLAN #ER 20' DRI SWAY APPROACH RELOCATE EX.
OF PROPOSED GRADE TYP. LEG; PROVIDE ENGINEER WITH WATER METER
INFORMATION PRIOR TO INSTALLATION
OF STORM SYSTEM ALONG NE 4TH ST. STA. 46+77.14 33.0' RT.
-t Co Co N N � Co o END VERT. CURB/GUTTER
0o O r- O _t N _t co O
- - `n c° - - TOP BACK OF CURB ELEVATION AT CENTERLINE
0 0 L`� 0 0 0 'n A 24LF., 12" LCPE@S=5.25% (PRIVATE) � ELEVATIONS TYPICAL OF EXISTING GRADE TYP. O RELOCATE EXISTING STREET LIGHT
w N O AS SHOWN ON SHEET 21
z o NE 4th STREET PROFILE
............... :............... ...... ........ ...... ........ ...... ........ ............... ............... ............... ..... Ln .................... OB 19LF., 12" LCPE@S=1.58% 07
VERTICAL CURVE + m Co m In O I- N r- N Co r-
L=60.0' OC 54LF., 12" LCPE@S=2.02% 07 N r N r N I� cfl o rn
O o WIN N N I-i � Ln 6 In 6
N N N N N N N N N N N N
p Q Oft� R = 2 5.0 0' «O Ln Ln Ln Ln Ln Ln Ln Ln v7 Ln Ln
520 + + N - _ 520=39.27' 530 w 530
- A=90°00'00"
,"� N ,� PC=0+85.50, 13.00' RT. NE: 4th STREET
+ - Q d TBC=513.73
cf)_ - I DELTA/2
o NI IIcf) II II CENTERLINE
> � Q w - w +3•$9% :II O TBC=513.85 , PROPOSED TO OF NE 4th STREET 0 15 30 60
w o � - > PT=20+38.00, 10.00 RT.
-i cn w w w 1 ...... CURB PROFILE ........ . . ............... ............... ...... TBC=513.99 ............................... ............... ...
-2.00� I
C I OE R=25.00'
L=39.27, i inch = 30 feet
0=90°00 00 � - CONSTRUCTION RECORD DRAWING
510 - - _ - - - - 510 PC=1 +55.50, 13.00' RT. 520 - fl THIS CONSTRUCTION RECORD DRAWINb21g A COPY OF A CAD FILE PREPARED
.........:...............-.---...... ....-.-... TB A 515.03
_.................................................... ............. ....................... .................... ................................................ E
EL 2 BY OFFE ENGINE LC AND HAS BEEN EDITED
- - - - ENGINEERS, PL
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y� _ _ DELTA/2
TBC 514.43 I :I 7 99LF 12" LCPE@S=1 90% INVERT AND RIM ELEVATIONS OF THE STORM, SANITA SDX �KD
_ PT-20+38.00, 10.00' LT. 1 VERIFIED INVERT AND RIM ELEVATIONS WERE PROVIDED BY PACIFIC COAST SURVEYS, INC.,
10� TBC=513.99 - ON DECEMBER 10, 2018. THE ON -SITE PRIVATE STORM DRAINAGE AND PUBLIC/PRIVATE
LJ NE 3rd STREET WATER AND SEWER SYSTEMS WERE INSTALLED IN ACCORDANCE WITH THE APPROVED
..............................................................................................
F INSTALL 16' DRIVEWAY APPROACHCB#22, -TYPE PLANS AND THE DOCUMENTED FIELD REVISIONS AND FUNCTION AS INTENDED.
CB 12 : TYPE 1 PER CITY DETAIL #104.3 GRATE 3.951: 7
CB f 1 TYPE 1 IE=520.62, 12" R-391913
GRATE�513.52 �
IE=51062, 12
GRATE=513.54 EX. CB RECORD DRAW N G S
IE=510.34, 12" W GRATE=520.:68
IE=510.32, 12"�N:� IE-517.03 12 E
500 510 - , . „�) IN COMPLIANCE WITH CITY OF RENTON STANDARDS
.............................................................................................................................................................. ............... ..IE=516:83;..1.2...W)................................................................ ..................... ..... .
HORIZONTAL SCALE: 1 "=30' HORIZONTAL: SCALE: 1 "=:30'
VERTICAL SCALE: 1 "-5' VERTICAL SCALE: 1 "=5'
20+00 21 +00 22+00 : AS -BUILT 12-12-2018 44+00 45+00 46+00
OFFE ENGINEERS
13932 SOUTHEAST 159TH PLACE
RENTON, WASHINGTON 98058
PHONE: 425-260-3412
CONTACT: DARRELL OFFE, P.E.
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12/12/2018
1
NO.
AS -BUILT
REVISED ROCKERY TO SAVE TREE
REVISED VAULT PER CITY COMMENTS
REVISED PER CITY COMMENTS
REVISED PER CITY COMMENTS
REVISED PER CITY COMMENTS
REVISED PER CITY COMMENTS
REVISION
DLO 12/2018
DLO 9/2018
a
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DLO
6/2018
SURVEYED:
TERRANE SURVEYING
SCALE:
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
CITY OF VR
R E N TO N
VZOOF
Planning/Building/Public Works Dept.
RENTON 14 PLAT
KENDALL HOMES, INC.
ROAD/PAVING/STORM DRAINAGE PLAN & PROFILE
6201 NE 4th STREET
DATE:
12/12/2018
O
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Lu
(]�
DLO
2/2018
DESIGNED:
D.L. OFFE, P.E.
DLO
1/2018
P FIE�:
DLO
9/2017
DRAWN:
D.L. OFFE, P.E.
ONE INCH
DRAWING NO:
DLO
2/2017
CHECKED:
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
BY
DATE
APPR
APPROVED:
SHEET: 1 3 28 OF:
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