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buiplin8 ID13J@WW03 AJ04S C-) STA 23+82.26, 22.5' L t Q)_. I I i e I 1 66+f� I u� _L t- vvCD
END CONCRETE CURB Y I a U D� �� a� u b I S / \
6asnop I�SIJMDJ36C 1 ��-1 END SIDEWALK U ISSOJ� Q \
/ ADJUST EXISTING CATCH
W/��, BASIN RIM TO 36.90 d U�IS h I �i�
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PEDESTRIAN PUSH BUTTON AND U v a u I J W
APPURTENANCES PER WSDOT77
C4.3 STD PLAN J-20.1 1-03 O N. 10, VU1 O a t I -7 p d�M _ I
��SEE TRAFFIC PLANS �E.• 01, 51�' �
uo n n W18 sd94S SSDJO Dd
g ° �� -�l W r l� I �H�B �� 8 �I N 66U� Ua W4J V
co CURB RAMP TYPE PARALLEL A I g,Z�=�1W66Z �(S)�I OUO3 o
(y g -�I c .0, PER WSDOT STANDARD PLAN a 0 d I D S HH]
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Ni1�0 4�3. �� 83
RIM 36.93 \ n UpI I�Saa-� \ aaua� �ui� 1
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b . IE 32.12 (12" W) OUT _ M N _
STA 23+57.41 22.2' L p a " a M 1 N\ d d- a I I - H H
�j DMa p S O UO3 BEGIN CONCRETE CURB I " LOCATE AND CONNECT', I - - I 1 H HHl� W HH
d d-d-d- BEING SIDEWALK a I g W 8. o ° " I TO END OF EX (2) H H 1 11 ��Ill\ O� CV
d d-d-d- d d d d� ono $n= " -
°°°° 6 CONDUIT 1 1 1 1 1 1 1 1 1 1-
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CIS ;7�� t �s + as - - - as N as as a as - as �� (IS _
N - L� - " ss NSS2" GRIND AND OVERLAY s �`- - - - - - - - - - 0�o OUO3
STA 23+72.82, 22.1' L 2" GRIND AND OVERLAY I PER CITY OF RENTON -_ - _ - dAi "
r STA 23+49.73, 22.1' R CURB RAMP • " " o PER CITY OF RENTON STANDARD PLAN 110.2 �I I ADJUST LID - _ ( ) I n D�
END CONCRETE CURB (STANDARD PLAN 110.2
ADJUST RIMS AND TO FINAL � � Sd00� OI��DJl " UUUJO3 �
0 STA 23+75.12, 22.1' R LIDS TO FINAL GRADE I GRADE
CURB RAMP I " " I STA 24+45.27, 22.0' R " T
~ 22.2 >R END CONCRETE CURB
STA 23+66.12 I
°
PROTECT EX TREE, - 1 0 " N I I I =STA 24+46.52, 23.6' RFA 7K A N
RESET EX TREE BEGIN CONCRETE 3 1-f�I:N�O1A,_4��ZQ _ I �� V
23+10 GUTTER E. 1,302,005. 6 1-'� " " �- 2� 1_ _1_ -1 I-�- STA 24+48.98, 24.1' R 25+00 " W
GRATE
(1) 2" CITY OF RENTON -1 1 1-1 1 1 STA 24+53.12, 22.5' R_ 1) 2" CITY OF RENTON COMM PEDESTAL W
STA 23+10.001 0.0' 3 "I " (1) 4" RSD ° 1-1 1 ( STA 25+33.37, 30.5' R\, _
N: 180428.89 STA 23+38.28, 23.2 R dA j) (1) 4" COMCAST CURB RAMP 1 4 RSD
E: 130428.8 1 I II 1 4 LUMEN ❑ I �� oo _1 BY LUMEN 1-1 END SIDEWALK Cn
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o (1) 2" CITY S 01 O I4 DJ1 3 0 () i 1 4 COMCAST oA 1 1----1---1
SEE EAST SIDE PROFILE CURB RAMP TYPE �V (1) 4 LUMEN ❑ (1) 4 LUMEN �TW
❑ OF RENTON " " PERPENDICULAR A c4.3 , W
SHEET C3.0 FRAMP & WING PER STA 24+65.36, 30.9 R
^� STA 23+33.74, 25.1' R ,
M�M MM M M M M M M M M M WSDOT STANDARD 6
LOCATE AND CONNECT o PLAN F-40.15-04 c- STA 24+73.24, 22.5 RSTA
STA 23+26.73, 22.1' R " M TO EX_ 6 CONDUIT SEE DETAIL FOR - -M END SIDEWALK -m-m-
4 1 BEGIN 5 SIDEWALK
R M M" M-MM-MM w
BEGIN CONCRETE CURB ° STA 24+67.30, 31.3 R
CONN (1) 2" � GRADING _ �' Z
-BEING SIDEWALK ��, • EX EMPTY COMM CONDUITS
" " , CITY OF RENTON � � � • � � ' U 0 " (1) 4" LUMEN � J
STA 23+28.57, 24.9' R - - - - - - / TO TRAFFIC HH - - - (5) 4 ❑ _
CITY OF RENTON - - - - - - ° - - (1) - - - U
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1-� USE ( ) A» 1 �
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CEMENT CONCRETE • v ° 66
i • ADJUST LID TO � • °
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CITY n
SIDEW
ALK PER I " d r U.J
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�� OF RENTON U D J FINAL GRADE , S O U 0 6( °
� STA 23+27.07, 29.9 R 6� � �,� � � STANDARD PLAN 102 � STA 24+24.69, 30.3 R _ � P ° 7
25TA RSD VAULT I I " " BEGIN CONCRETE CURB
I
WITH RACKING „(� (-A -''CURB RAMP TYPE PARALLEL A °0 - 8 BEING SIDEWALK
C-40.12-03
ER WSDOT STANDARD PLANO J - 1 66 ) °" N 1 2" CONN TO EX 2" OR a d D O S �
SEE DETAIL FOR GRADING "� "Ilk
I CON O M/T�
; I n DA 4 CONDUITS
UDIJ) -) 9r, UIUI\_ LL' �_ 1 CITY OF RENTON
a U I d 66 Z \ COMCAST VAULT STA 23+35.15, 30.0' R 8 EX FIRE HYDRANT PER CITY OF Z 8 TO EX HH "� I -O a STA 25+28.20, 39.3' R 1
\ BY COMCAST ; c RESET IN EX LO "I I
I � RENTON STANDARD PLAN 310.1 I I � � / -, COMCAST VAULT
❑ (1) 6" PSE I "� 0��� CEMENT CONCRETE SIDEWALK BY COMCAST
\ FIG 3OF �) u 0 ; n 8 q S n d " -a 6� LOCATE AND TIE INTO
I \ GUY ADJUSTMENTS I BOT OF FLANGE 37.69 � - OF -
BY PSE I C- E AND CONNECT TO "� STANDARD PLAN RENTON
1T02
I II I EX SCHOOL SERVICE
\ ;SHEAR PAD PER CITY OF pad/ M a U I D U � �, \ LOCATE STANDARD $ I EX 6" CONDUIT PRIOR TO MATCH EXISTING FINISH AND
\ U I S S O ADJUST EX I I` I \ CONNECT TO EX
\� RENTON STANDARD PLAN
310.1 TRAFFIC HH / ENTERING DVA��UL S b � ELECTRIC VAULT SCORING EX EMPTY ELEC CONDUI
\ J S a a u SEE TRAFFIC 1 (2) 6"
PEDESTRIAN PUSH BUTTON AND n I II „
\ 4 � I (1) 2„ �
C�I APPURTENANCES PER WSDOT _ = as -as
\ STA 23+93.48, 33.6' R "� I I W 1 0 ---- I I III » I
\ I STD PLAN J-20.1 1-03 END CONCRETE CURB I I PSE TO USE (1) 6
/ I SEE TRAFFIC PLANS END SIDEWALK "� I Ir-rF 6 3A d 66 Z 1,(M S) I I STA 24+55.21, 35.1' R EX EMPTY COMM CONDUITS I
/ ADJUST LANDSCAPE GRADES ON SITE TO I " 3030-LA PSE VAULT O UO3 (5) 4"
MATCH PROPOSED SIDEWALK ELEVATIONS TRANSVERSE PATCH "� 6 � 3A d 66 Z 1,(1 N) III PROVIDED BY PSE 1
/ PER CITY OF RENTON GU _ ° UUn� (1) 2
/ LANDSCAPE GRADES SHALL HAVE A o INTERCEPT 6" PSE I �°
/ I MAXIMUM SLOPE OF 20% STANDARD PLvN� 0 \� � �� L � -� � All GOING TO VAULT I � N � � � -� � W18 I D O I J p U I I� � CITY OF RENTON TO USE (1) 2
RESTORE LANDSCAPE TO EXISTING e I II �d)d Z65 8 0 2, wn� ° 6°92_O/\d66�(d)dl RSD TO USE (1) 4 I
CONDITION I Zg L� I /� � = LUOMENSTOTOUSESE1 (1) 4"
RC°71 n7n� �. I DOIJPU11 3 Z 9� 3Ad,,t(N)]I ( )
DRAWINGS HAVE BEEN REVISED PER CONTRACTOR'S CONSTRUCTION RECORDS
THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED
CONSTRUCTION DRAWINGS PREPARED BY LPD ENGINEERING, AND HAS BEEN
EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED ON
THESE RECORD DRAWINGS REFLECT ASBUILT CONDITIONS BASED ON
CONTRACTOR DOCUMENTED FIELD NOTES AND REDLINES.
� Know what's below.
� Call before you dig.
Dial 811
1932 First Ave
Suite 201
Seattle, WA 98101
p. 206.725.1211
f. 206.973.5344
engineering pIIc www.lpdengineering.com
LEGEND
- -
PROPERTY LINE
--230--
_
EX CONTOUR (INDEX)
EX CONTOUR
CONCRETE PAVEMENT
230_
_ PROPOSED CONTOUR (INDEX) TACTILE WARNING STRIP
231
PROPOSED CONTOUR
ASPHALT (AC) PAVEMENT
XXX.X
SPOT ELEVATION
GRIND AND OVERLAY
FF 78.0
FINISHED FLOOR ELEVATION
SITE WALL
EX BUILDING
CURB AND GUTTER
PROPOSED BUILDING
= 1 LANDSCAPED AREA
WAS/]/
oe
2
CSI
- 2
LCS
/ 13/2
SURVEYED:
SCALE:
3
CSI-3
LCS
24 2
HORIZONTAL:VERTL N D 1983/1991
DESIGNED:
.
4
CSI-4
LCS8/15/21-1
5
CSI-5
LCS
/29/2
DRAWN:
21 5121
ONE INCH
DATUM
6
CSI
- 6
LCS 9/1
1 /2
CHECKED:
AT FULL SCALE
I ass
AL
IF NOT ONE INCH
APPROVED:
bI2`�
NO.
REVISION
BY
DATE
AP P R
SCALE ACCORDINGLY
z
10 0 5 10 20
Scale 1'=10'
+ CITY OF
RENTON
Planning/Building/Public Works Dept.
T-423501 R-423506
W-423502
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
SARTORI ELEMENTARY SCHOOL
315 GARDEN AVE N
RENTON, WA 98057
GRADING, UTILITIES + PAVING PLAN
ONO
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DATE:
4 16 2024 CO FIELDBOOK:
PAGE:
DRAWING NO:
C2.0 �mi
SHEET: 10 OF, Cn
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