HomeMy WebLinkAboutR-432612n7
\ PROTECT EX EXISTING STREET LIGHT, POLE, AND
FIRE HYDRANT POLE BASE, TO BE REMOVED. PROTECT
EX HANDHOLE AND CONCRETE PAD TO
CB RIM:452.87' REMAIN. SEE ELECTRICAL PLANS.
" E(S):449.3 ' ADJUST HANDHOLE TO PROPOSED
H2O:449.35' BTM: 47.9' FINISHED GRADE. SEE SHEET C209
FF
i
SS" '
SS'PROT 3+50 CT
SS
FISSMH RIM:"
EX CB
8"CP(E,W)
COC: 436.0'
SDMH RIM:452.56'
IE 12"PE(N):447.85'
IE 10"IP(NE):445.35'
IE 12"CP(E):436.15'
IE 15"CP(W):435.95'
H2O:436.25' BTM:435.1'
TE :41�LF
a44
L • � $6��--- � •--' • - E 8"PVC(W):4f3.70'.- -
•,a"! IPVC(E):46�38' ' 6 Y: 8P •i� \:�4ASS
REMOVE EX GATE AND THEN
FOR SITE DEMOLITION AND SAWCUT AND REMOVE EX
TESC SCOPE, REFERENCE SHEET CONCRETE DRIVEWAY CURB
CUT, INCLUDING CURB AND
C105 FOR WORK IN THIS AREA ASPHALT AS REQUIRED
/ :. (' . - _ "NE 10TH ST" GRASS I)
A "FIRLD AVE NE" 6'GATE 6'CLF
i U)� � NEED �� �7� s.o' HrIruaaP - - - - ��� \ � - 47- -
L IN N-47��� --475- - - - - - - - - -47& -
_ _
,g�. �•' �- R%+ _ 7��---e�A SL \ \ - ��168� �` 2"G(P) a mPI ��-----47�---
GJ9 �S . AS C A,� W
S _ - INS ILTER \ es \ �4„G(
\ �ENCE (TYP,) g s� \ 8 W R �VEGETAT+OAL 6 6 8 I R
l "
S\� SEE DETAIL T;()KI \ \ 6\6
ffi5+
470. 44 1- 1n PS1 le
0 50 � �8"PSS(R S j
REMOVE EX P
GUARDRAIL � 0 RO �
PROTECT EX ELECTRICAL CONDUIT(S) THAT OP OP OP---L
SERVICE EX LIGHT POLE TO BE RE -USED FOR I OHP&T �( i�_CL T
POWER POC /TIE-IN FOR NEW STREET I 12",14", D C T T W E IMBA_CTED BY �' OHP T-
PROTECT EX CHAINLINK LIGHTING. SEE SHEET C209. CONTRACTOR �/ ,N J 1�ND / PROT EX SEWR
i SDMH RIM:468.91'
FENCE TO REMAIN SHALL POTHOLE AND VERIFY LOCATION, DEPTH, iIPRO )l MENTS NE 10TH (W/ CHIMNEY COVER) /
AND MATERIAL OF EXISTING ELECTRICAL R SEE_$ ET C 09 IE 12"CP(N):447.5,1 69
CONDUITS PRIOR TO STARTING CONSTRUCTION
"CMP(S)(R) �
0. 47.51'
i R 445.41'
R6 "G p • \ • ..� : ;' • .' ; ' \ . p R i` ► r' ' - p • \ i „ - • ��7 Y
& 12"CG Q / / / ,CC&CcJ
M SMH IM:476.51' / M /X_1'�Clm
FF� 8-W(R) W(P) M Al M W P
I �W P / 8"CP(, ),8"PE(S) / 1W�IE 8"PE(S):462.60'/W8"PSS 7+00 ( / / rP '� +Ot�C:447.60' ��°16' 1"W 736.VfSS SS S SS J SS S SS W MH RIIv4 10 ("PSS fi 8°.PSS z
W/ CHIMNEY GOV ) ■ ■ \ 1 EX WATER DtTRICT J
-0 OP 0 �ti` ti9 a 90 WAT MkN 11 \\ cl =
� E V
-08j OP CC&CG \ Q
COC: 446.26' , - - - _ OP • =
ROCKERY OHP&T
7 (J T
- - - - - -`--- - - - CO - - - -
I 4 0.1 I
BLR
FOR SITE DEMOLITION AND
TESC SCOPE, REFERENCE SHEET
C105 FOR WORK IN THIS AREA
o . o GRASf IE..6„PE(W):474.76' j \ FLEXIBL %� I ■ ��° .can I 12"CMP(S)•468.47'
c °.. BENCH : > . J° o .. 4 . ° O IE 6"PE(NE): 474.56' \�
�i- - ° BENCH , ( / \ SAW - DELINEATOR(2) \ Lill I 6"ADS(W):469.1T
i 6"PS' BTM:472.56' / \ - -� WALK JOINT T�(P C YPE 1 CL ■ TM:467.22'
Al
°° >. '. ° o °° LJ . " 10'CLF / - (44/�) RIM:47 . 5' A� �\ /O SSMH RIM:472.80'
- - - - - - -
--------47 - ---- - �>
-47� 8„WOOD RET. WALL - - - - _ - _ _ - r �4� C \ O s�2 W ( )
477 - SAWCUT T_0 NEAREST- WOOD RET. WALL / 12''�EC I 8"IP E • 469.9 10"PE 52.6
- - - _ - - - _ - - - _ - - - - - - - - - - - - _ _iBEGVAICR - -�- - BTM: 469.95 - 0 Sol COC: 452.65'
_--2G(Pj---- ------�18�'16 -V63'F.5r--------47F-------��---47Pr- --, -- I / E TR "STOP" -
_ - -479-
- T �G A-S - ... SI GAS - - GAS-GR�tSS- G2ASG GAS ��� GAS2 P IN L STRAW ■t R
_ CD :. 4, a t 5 el 5[ d � L ( ° P p. cam p = .. R P 4"GR .:. :p.. Vp .. b R G .• . `• .. p" , " /Ifl_ L� YP
m �M M M CB TYPE 1 CC&CG � \ 6"CC & 12"CG IE 8 PE(N): 474.60' L J I P SW SW \ 11 ® 4 G R I P M P EOTE( 1 0 \ CB T
a :47m M M M IE 12 PE(5�:4 �"\ M UT� M M - P o W(P� RIM
W� W P - _ H2O: 474.40' BTM:473.0 IE 1�
-�$� IE 6"PEE :475.d ♦� c r �� _x & PICKUP" LIMIT-20MPH" & N \
LA I / 9+00 BTM:473.16' \ 10+00 P`'e� ''L \ \ U \ �\ "NO PARKING" g PSS �^ +00 o i 1 10 PSS
Q 11+00 \ 12+00 H2O:
WSS SS SS S-SS SS 10+ , ��� I� SS 11+50 12+50 SSMH RIM:472 5' 0 CB 11`�B-50
8�S SSMH RIM:479.32' 8 ■ E1 bob. ■ IN BLE I �cr
J Segp\ �&$p� SAWCUT AND REMOVE EXISTING ��, �� SA CUT AND REMOVE EM RIM:471.68
Z 8"CP(E'W) 8'PE(S) ■ CB RIM:478. �' / / �� � / PE(NE) ? O o CIE 12"C (N):467. 8'
_ IE 12"PE(s)467.30' IE 12PE(E 73.55' ��CONCRETE DRIVEWAY, SIDEWALK �PSe CONCRETE ADA,RAM� \
■ / 1 P :462.35' �� IE 1 " MP(S):467. '
CC&CG cn CC&CG 0 CCOC: 449.10' IE 1yPr'(S): 473.45' CC&CG A N D AS PHALLL S R EQ U I R E D TO ` U GRAD E D TO MEET AcLC�S� 1 .450.50' P _ I IP(SW): 469
Q O:P�. rPrW:•: , , . :• P' • • \ /UIREMENTS �/'SO p
_ .. .' : 6e �, rcd(� iBTM: 466.58'
_ Ecd P • , .- Ec P
' OHP&T OP _ T °
SLHH 6, 6'WF OHP&T DT T -- TS \Tcd P OHP&T E 12 PE OPT T \ CR OP 0 P l c
I ELEC. BRICK - - - - - - - - IE 6"PE(S):474.50 OHP&T WM 07 f� „ P 0 T a- PP CD
CABINET "GRAHAM AVE E & NE ' IE 12"PE(W):474.10'
10TH ST" Ecd P IE 8"IP(NE):469.92' 0
cl-
CINN SLHH 6'WF 6'WF H2O:474.20' BTM:472.8' BTM:469.57' cm OHP[&yT/
"rrnn" w .1 L .'
t
43667 9
,isTE4�' G�
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it
REVISION
SURVEYED:
DESIGNED:
JAJ
DRAWN:
DJD/AJJ
CHECKED:
JAJ
BY DATE APPR APPROVED:
JAJ
SCALE:
VERTICAL: NAVD 1988
1 11=1 0' HORIZONTAL: NAD 1983/1991 AdmibI6CITY OF
-� RENTON
ONE INCH DATUM Nkispr
AT FULL SCALE Planning/Building/Public Works Dept.
IF NOT ONE INCH
SCALE ACCORDINGLY
0 10 20 40
SCALE 1 "=20'
LEGEND
PROPERTY LINE N 7933'06" E - 46.81'
CF TEMP CONSTRUCTION FENCING
FF FILTER FABRIC FENCING
INLET PROTECTION IP
VEG TREE PROTECTION
SAWCUT LINE ---------
REMOVE CURBING
REMOVE ASPHALT PAVEMENT
REMOVE CONCRETE PAVEMENT
REMOVE TREE(S)
R-432612
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
msippo 08/07/2025
m
HAZEN HIGH SCHOOL MODERNIZATION
NE 10TH ST DEMOLITION AND TESC PLAN
07.1 1 .2025
FIELDBOOK:
PAGE:
DRAWING NO:
C109
SHEET: OF.
12 OF 7
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