HomeMy WebLinkAboutR-432609I D I I
N -DEC I I
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o �I a i 0 5 10 20
w O v cssr I ELEC. BOX
(fj �� I / FFE:467.11' ABOVE CANOPY SCALE 1 �� -10,
CB TYPE 1
RIM: 465.77' I m PPE. 482.5' I TR
CB TYPE 1 IE 8"PE(N): 460.97' I v v.'
(W/SQUARE BEEHIVE GRATE) IE 8"PVC(S):460.87'
v) RIM:465.19' 8"UNKNOWN(E)(R) i � � I •v -\ - -_-v/ •
LEGEND
IE 6"PVC(SE):462.69' BTM:460.77'
IE 6"PVC(W):462.29 D---------EAVE---------- -- ------------ - ---- ELEC. I l
IE 8"PVC(N):462.29' I 4"DEC - - \ 6, BOX ❑ ° ❑ PROPERTY LINE N 79°33'06" E - 46.81'
N UNKNOWN PIPE(N.29' I vo " EC � TEMP CONSTRUCTION FENCING
CB TYPE 2 BMT:460.29'
(W/ CHIMNEY COVER) i PPE: 485.2' S---- 3"DEC E E 4 DEC p O
RIM:467.18' I E E 4 D C ED�P�) v
IE 6"PVC(NE):456.38' NI LSCAPE 4"DEC E E v / J I INLET PROTECTION IP
IE 8"PVC(E): 456.38' EA' v- _ E
IE 12"PE(N):456.08' / - - - SDCO �, 6"DEC 4"DEC / / - -� \ \ E ED /�) \ / I \� VEG TREE PROTECTION
IE 12"PE(W):456.08' I - - - - - - - - - v / 8 / / � / / r/ COL(TYP)v /
I �1 / �4E n a / SW STRAW WATTLES SW
H2O:456.08' cncn D - i p
FFE:468.14' oo SDCO » p 4"DEC , / ° v
/ B :45408' 1 6 SD(I\aS a / v '�� / �� /� p ^- ,* 2� \--------
IE 6"PVC:464.81, 6
I I � � � ° / / / � � _ � / /D p SAWCUT LINE -
3"DEC \ 6"DEC I PROTECT EX VAULT ESS HATCH,
SDCO / �, p / / v /
J.F�OPE GR ING, CONTRACTOR D- •�� o . a � r`'r`1 / - v � REMOVE CURBING
v--_----_ AL R WITH FABRIC AND OR B4, D o �,
- - - �' 2, REMOVE ASPHALT PAVEMENT
F 3"DEC - - o / PVC LINER AND TIE DOWN T s . . I �'
/ �� o SDMH COVER RIM:465.92' - a S (IS ' `� PROTECT VAULT OPENIN- v D S
// C1� SDCO BTM:455.72' L ,�8 SD / U / I o a v D I D v o \� REMOVE CONCRETE PAVEMENT
p -465 ps 6S6 Cp /
cn J � o / a P
Q11 CO r -------- - ��---------------------r�----- -/--------- /-----/�----1 �- - ----I------- --- - - . - O •mm. - C
I v ` PA - _ - - - - TOE U J i / / I v .) a T i D q' v p v pCA
INSTALL STRAW WATTLES SEE SHEET C001 FOR CITY OF RENTON
I• °: PA -- os sDco o c6 TYPE 1 SEE DETAIL (TYP) ESC STANDARD PLAN NOTES
\ I �� ae5�5 ^ (W QUARE BEE IVE GRATE) h v I • v- v '� :DIV
RIM: 465.1 T / a �� I' I 1�4S v •' 8
d. nD I SDCO ------_- - ----------- - - - ag---- p
I. D J IE 6"PVC NW):462.2T f 5- -- v c110
d CIS S S GS 4ss SDMH COVER RIM.465.75' IE 6"PVC W):462.2T / / I �� DECO. L� v n66' 166 _ -�� Q SEE SHEET C102 FOR TESC
/' v v
o=------ S0-------- -- o ROCKS v' as s as BTM.455.65 I I _o , D I I CONSTRUCTION SEQUENCE NOTES
I - ° SD I IE 8"PE( 462.07' l I 'I
A v -'o VAULT° v
o cn / I " I �� BTk460.57' s�y� I v ACCESS o
I v D / Q IE 6 PVC(W): I F JI ° I I° I\ I I_I qD CONSTRUCTION FENCING NOTE•
I117 I - IPPE: 496.8' STORM VAULT(R) ° -.v
❑
dSMF�RIM- 46%.29' \ - - - I LOCATION OF ECO PAN FOR
S I 8"PVC S° \ 6 \ J IE 6"PVC(E): 464.30' w
-D° 10"PVG(E',W) - -� _� - D CONCRETE PUMPER TRUCK-
o a COC:4�7.09v WASHOUT LOCATED EAST IN D SAWCU -AND REMOVE EX CQ R TE I \- _ m j P. I
v ° DECO. 466 v 66 PARKING LOT. SEE SHEET C010. �t�AV I�IIENT-AS RE RED TiY v av
' Asss p - O - ----------- -- Qwi --------_v_ ° v
v p 4 ROCKS �� - - ---- - _ I
o I b CONSTRUCT NEW 6" CONCRETE PAD
SDMH COVER RIM: 466.05' p �,
2 Cn D. I 6"PVC S 460.55' CB TYPE 1 FOR FUTURE GREENHOUSE.
�' v ° c p I ()' SDMH COVER RIM:466.03' v <
- -o------- �' 18MT.455.55' (W/SQUARE BEEHIVE GRATE /6�; D SEE SHEET C206 1� CONTRACTOR SH -1L MAKE A ° r
v D / p aD•� : D p� / / BMT.-455.63' RIM:465.22' v a tECORD & EXISTING 04 v
IE 6"PVC(N):462.62' _v .I.o. v ° v D ° ' SCORE/JOINT LINES FOR COURTYARD,
D SD p SD IE 8"PE(S):462.32' I o I T BE MATCHED F R FINISHED v.
I er " v SD \ BTM:461.22' �o• I 0 I
v v I 6 SD / / �1 ____ __� \ _ v I' J. CONCRETE CON ITION. (TYP '
TROT CT EXI$TLNG, - I I - � - .v - � � I "1'� - D - •
SPIGOT 0* Ni1 a a I - I °. D / -466 \ v° r D ° SDCO
G S AS. GAS GAS S INSTALL CB GAS GAS GAS GA GAS I GASy ' S I °
BUILDING : f �' EXISTI1I�G 10" / PROTECTION p d I IvGADECO.-- As6� v
vPe Q a v ROCKS
M a.' ER LINE TO cn �S \ SEE DETAIL (TYP) pp DECO. v . o v I
D v D - I REMAIN o / \ ROCKS 465.89 A6SAS ------=------�---=-----�= 469 ., -- =-�-- ----= 6� ass. 'sss� v. . D I
WV :D IE 6"PVC(W): , IP T CB TYPE 1 ° c -- i v I ❑
W(F 464.43' I c11 q . ) - - I 6.24 2"DEC v
M RIM: 465.79' p I' - -_ -_ -_ - - _ _ , , - C I I
CUT CAPDA'ND REM ° v/ 65 / » - -
'- ---Q- i IE 8"PE(N):461.79' - -
m � `° � S �S � REMOVE EX 6 - - - LSCAPE \ \
PORTION -OF EX SEW 6 M 0 S� IE 8"PE(W):461.69' \ L\ I
PIPE TO BE RERLpACD EXISfyG DILUTIOIV�TRAP DECIDUOUS TREE IE 8"PE(Sw):461.69' 465
/� DE DEMOLIS D as / / - s - IE 6"PVC(E):464.18' - - - - -- �Ci+PS
SEE SHEET-C20 J,��' / / / / , / i / SO BTM:4so.7s' IP- - - 46.4=- - - as
/-`
. � , v • / � 465 , a --�
SDCO 'pv I < v aS - a a a aS WM aS a , - CIS pS / a, as ao I
I v\ p 1 U SD { IP as CR INSTAL TREE 0 ro - -
gs7.59 I \�
SS SS SS S / _ - R�OTECTNCIdVC� SS SS SS S SSI
_ I
COL \ \ �6IVIG ACIS2 S`TE "DEC " E U IEEE - 3I REMOVE EX - - )
LINE-TOi3E g"DES 10 � \ - � - --466�EWER CLFy(� C _ �/ v D•- I
D I ���EAB�N to C11 - -- -- ---- � v
o p o -I- 46 - - - - ° I ss N ss ss s - s s- Ss S ss
v l I p - -AA - -- ---- - v.
-�--- M
°d SDCO 1 v I DI W R » C Y8"DEC °v NT. ' ° ��' � D D v
.
" C 8"DEC v 5 W R) ° cn •� C8L(TYP) I
----- - - -- --- --- -------------- 7»DEC LvAVE Q �� - D v
D , ---- ----- - ---------------------------------------- --- ------------------ -- - - --- -- - - ----�� - - ---- DI-u-----=---
w OR D
D ° SSMH RIM:467.65' MH RIM:467.5 SSMH RIM:467.06' CB TYPE 1 �DR
8"PVC(NE) (W/ CHIMNEY CO ) (BOLTS STRIPPED/ (_W SQUARE BEEHIVE GRATE) PPE. 496.1' FFE:467.97'
IE 8"PVC(SE):461.97 UNABLE TO OPEN I v
10"PVC(N,W,SE) RIM:465.26' CUT AND CAP EXISTING
IE 10"CP(S):458.47' IE 6"PVC(SE):462.96' ACID WASTE LINE TO BE
COC:457.55' IE 10"CP(N):458.37'
IE 8"PVC(W)IE 8"PE(NE):462.26'
:458.17' CUT &CAP EXISTING BUILDING TO BE
/ SAWCUT AND DEMO EX H2O:458.17' ACID WASTE LINE TO BTM:460.86' ABANDONED
CONCRETE PAVEMENT TO CUT, BTM:457.77' BE BUILDING TO BE EXISTING 10" STORM
CAP, AND ABANDON -IN -PLACE ABANDONED PIPE TO REMAIN
REMOVE EX 5"
EX ACID WASTE PIPING (TYP) DECIDUOUS TREE
EXISTING IRRIGATION LINE.
CONTRACTOR TO CONFIRM AND
SHALL POTHOLE AND CONFIRM
LOCATION, DEPTH, AND MATERIAL
A" e/ A
ti of wAsy� �
w
W�
43667
NAL
NO. REVISION
EXISTING 6" ACID WASTE LINE
TO BE ABANDONED CUT AND
CAP AND FILL WITH CDF PER
PROJECT SPECIFICATIONS
PROTECT EXISTING 2"
IRRIGATION LINE TO REMAIN
SAWCUT AND DEMO EX
CONCRETE PAVEMENT TO CUT,
CAP, AND ABANDON -IN -PLACE
EX ACID WASTE PIPING (TYP)
D p i
D-
p FFE:468.05:J
' i
❑ V; vFD i
C
f TR
CUT AND CAP/EXISTING ACID
WASTE LINE TO BE BUILDING
TO BE ABANDONED
A,
LJ
6 co
INSTALL CONSTRUCTION FENCING AROUND LIMITS OF �/ r-1
WORK TO PROTECT STAFF AND STUDENTS AND SECURE ° O
JOBSITE. CONTRACTOR SHALL ERECT FENCE AROUND O
JOBSITE AND ADJUST AS CONSTRUCTION CONDITIONS O
CHANGE OR AS PHASING ALLOWS. CONTRACTOR CAN I
UTILIZE EXISTING PERIMETER FENCING AS SECURITY N
FENCING AND THEN SUPPLEMENT ON THE WEST SIDE OF
THE SITE AS NEEDED. ANY EXISTING CHAINLINK FENCING °
�} THE CONTRACTOR ELECTS TO UTILIZE DURING
\ I CONSTRUCTION SHALL APPLY (IE ZIPTIES OR OTHER MEANS)
`I HIGH VISIBILITY MATERIAL OR SIMILAR METHOD TO BE
APPLIED TO FENCING TO DELINEAT AS CONSTRUCTION ZONE
(TYP). ANY SECTIONS OF EXISTING FENCING THAT IS NOT
6-FT HIGH SHALL HAVE TEMPORARY 6-FT HIGH CHAINLINK
\ I FENCING INSTALLED NEXT TO IT. SEE DETAIL 10/C110.
\I
1 �
�a aS
10"SD
aS a
�kMO SIL H AND REMOVE EX SECURITY
FENCING AND GATES, INCLUDING ANY
1 o
HARDWARE, OUTSIDE THE GYM/CAFETERIA
AREA COURTYARD. CONTRACTOR SHALL
SAWC 'AROUND POSTS AND REMOVE
STS POROTECT ALL UTI LITI ES AND
y
APPU NCES IN THIS AREA TO REMAIN.
L•
EAVVEE ---
i
SAWCUT AND REMOVE EX
CONCRETE PAVEMENT FOR
FENCE AND POST REMOVAL
I
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I
PPE: 496.1'
LSCAPE
/
R-432609
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
F
VELOPMENT ENGINEERING
msippo 08/07/2025 01
SURVEYED: SCALE: DATE:
VERTICAL: NAVD 1981 HAZEN HIGH SCHOOL MODERNIZATION 07.1 1.2025
DESIGNED:
.� »_,� o' HORIZONTAL: NAD 1983/991 CITY OF
FlELDBOOK:
DRAWN: JAJ RENTON PAGE:
DJD/AJJ ONE INCH �ATUM DRAWING NO:
CHECKED:JAJ AT FULL SCALE Planning/Building/Public Works Dept. DEMOLITION AND TESC PLAN C 106
IF NOT ONE INCH
BY DATE APPR APPROVED: SCALE ACCORDINGLY SHEET. OR9 7