HomeMy WebLinkAboutR-432610SAWCUT AND REMOVE EX VEIL Q EX TRANSFORMER i ► •` ..� ? :• (I I/
- - - - w TO BE RELOCATED i ' ' - ; .
',
CONCRETE PAVEMENT
•• I�
FOR FENCE AND POST ENTRY TRY EX GENERATOR TO > r'
►_ . " '2' PPE:487.30' = •S PROTE T EX CURB DECOMMISSION EX BELOW GRADE 10,000 GAL. FUEL OIL TANK. I�
REMOVE/RELOCATE EX "POOL REMOVAL = " °:': ,..- ?• F2�1�7(p> Ei �Wl7' 11 4: ' -� ' BE RELOCATED o
D► •• r. • TO [k, COORDI ATE W/ PBS ENVIRONMENTAL FOR DECOMMISSIONING
PARKING ONLY" SIGN AND POST FOR a .,LNC�OSED A TO k,N$1'�ALL .�\ PER ELEC'L PLANS
INSTALLATION OF NEW TEMPORARY i -----EAR ---------- -- --= ------------ --- CB RIM: ' AND SEQUENCING PROCEDURES TANK EXTENTS UNKNOWN AND
�� \ ..-- o cr-- D� Ei--
o ❑ SSCO SCO 2€ IE 6"PE(E):4 .20' ARE SHOWN AS APPROXIMATE TO BE DETERMINED IN FIELD. CUT, O 1O 2O 40
PORTABLE BUILDINGS. ° DCO nrr ESCAPE J� O SEE H)=T-C201 : 71
1 ° o s. ' ► 0 11 '. '•:' '-• -. :; S B .467.65' CAP, AND ABANDON -IN -PLACE ANY FUEL OIL PIPING CONNECTED
SEE SHEET C207 \ ►-I' (y
'PER STORY I _ .-- .' � ° • - ' � � Ice -• -►' ., •, • - � '- �� �-•• i 2" VENT I TO EX FUEL OIL TANK. EX TANK TO BE PUMPED OUT, CLEANED,
• ;CONTRACTOR SHALL MAKE �AtE :lo
AND FILLED WITH A CONCRETE SLURRY AND THEN �� SSMI 70.60' BLDG, LINE I VEG ° - ' % `VJ=G ° , ° " : , i - ' °` 6= GA E TE
IE 8"C 59.55' ': r °' °' . °ON>r" A. CORD OF EXISTING 0" O I �, SCALE 1 = 20
BENCHMARK E" ; CB RIM: 469.i0 H
De' CC.OR°E/)OINT LINES FOR I� '' •° : .REMOV_E EX i ABANDONED IN PLACE. CITY TO RECEIVE DOCUMENTATION OF LS
IE 8° 60.25' SET CHISELED 'o" MENT 'R °' i •. yo - {E 6P(W):467, 6� 6 L -- _ _--- -
9iDEG CO1f YARD TO BE � I �INLI�N� �E- : 11. � DECOMMISSIONING AND ABANDONMENT PRIOR TO CIVIL
IE 1 59.70' VE . „ . . :.• .. • .. ` BTM:46.i: -
IN > ,•: I ; .• .� Q GATE-D• ` r _ - S Y Ice - �� �116 SCAPE CONSTRUCTION PERMIT CLOSE-OUT.
459.0' PPE:509.4' C0; ` . D MATCFED FOR FINISH DI I ...�(3-;. -,. X x
471.535 PC o o . - LEA ERA 4nn ,� .. . -. -
r: °' ,�..• CO I'TION MP) I D ESCAPE 471. Q . • • : o HAZEN
CONCRETE 1 N
P 9• ;;.. ,• p� _ ° �,� ., /.... ' scHooL LEGEND
• TJE 0 $ D REMOVE EX SE - � RITY - - � 1 D • , . • 6 D
.-... • •--3r.-'- : - -- --- - �.. - •-►. �• ° • � - SAWCUT AND REMOVE EX _ .• _ -:; ' ••; _ •... ►•. -
► IN TES, IN NU ANY p . / / ... x. + " N 79JJ'06" E - 46.81'
_ I AS HALT PAVEMEN S NEEDED .
RCN • •• :: • .•• .. .. -n - - DE � � DE ;� -� •- �•' 4 C �" SSOO � ... - -. �/ • '.; • .,C .� � �'� 5 RIDG - .. � '.•..- - .-►. , NCQ�- PROPERTY LINE - -
•. - ° ►. •. - •.: ► ..p. .R . -• .. i 1 D ' • • NlN'1N - • - - ►• - •► R /.: .l. .D : RE, 0
SSCO• ..: ... FE . ft ® D v AREA CO OUTSIDE THE GY A - I CREr CAti•TJ�OIN Oi PEL FO B ING CF TEMP CONSTRUCTION FENCING
SID A, . I NK(
> • .: • °.. . - o, : ..: - . SECURITY AREA COU��CAR[�. ON_TRACTO .ALL .D •.. ENC RBI GR VEL PATCi I- - - - - -� Fr D .. ...
TO INSTALL N CHAINLI
H F E AND EXTRUDED CU CON
_ _ - %`. = BktARD(T(Eb}VS�R•' TIO EAR ( 2OVE
;C--------6CC _ _-- - 6"C --�
CAMERA - . SAWCUT 2' , )U PASTS AN6R SEE SHEET C207 (TYP PR - -
- -47f - `� -S jM:470.47 - - - - -' PROTECT ALL UTILIZVVES (I.E. TRENCH DRAIN) AND7�- - -SECURITY CAMERA - I' ;.;EXIST C GED WATERMA N INLET PROTECTION IP
APPURTANCES IN THIS AREA TO REMAIN. PROTECT EX _ - cD� T.
"STAFF & POOL PARKING CONCRETE PAD ECO PAN FOR CONCRETE I �'' ( ❑ VEG TREE PROTECTION
I LSCAPe M
PROTECT EX LIGHT TO REMAIN � •. � . - s-;,- I •
.. o
00 01° 011 POLE TO REMAIN ONLY" SA AT NEAREST JOINT TRUCK CLEANOUT; FINAL 'I .i.-;� . SW , 1 "o I .� D SAWCUT LINE - - - - - - - - - Q
�i��� LOCATION TO BE �I ;�Z:. VEG - p
i i / - ----- SOCO /
o AN MOVE EX CONCRETE COORDINATED IN FIELD, REMOVE CURBING O
� / SDMH/PIM:470.40% / / / / , � S Ice
10 PS IE CP NE 45 .40' SALVAGE AND REMOVES w� EXT UODED CURB �.S G
R DURING CONSTRUCTION.
I 8"CP SW : 454.90' / EX SHRUBS AND o / co I 6 "CC _\ ; IR. ° "BUS S ON
E 6"PE(W).) 66 75' / / / / LANDSCAPING IN ESCAPE /��
� � � ) � O PROTECT (2) EX 2" AS - � / � =• 1 °• � . ,. IE 6"PE(NE):468.65' REMOVE ASPHALT PAVEMENT N
`H2O LE 454.90 PLANTER AS NEEDED IP ' ,' Q IE 8"PE(SE):468.60'
�', Q / �tSCAPE _ V J�IITaSLTO RE AIN LSCAPE \ IE 3"PE(SW):468.50' IP REMOVE CONCRETE PAVEMENT
BTM:4�.65 - - - - - -
t � -SAI�V AND REMOVE EX 1 - BTM:468.50'
�E o CB RIM:469.92' REMOVE ALL (5) EX. 24" CONCRETE ,� I L--E��W Y ••;. \ \ � �q�e 7 J
/ LIGHT POLE AND BASE TO BE 4» C Ll / / CB RIM:470,61' / / BOLLARDS AND SURROUNDING WATTAGES
i / I " ANDICAPPED/PARKING , „ \ / / o IE 4'IP ELBOW TRAP(N):467.35' - c "NO PARKING FIRE~ SEE SHEET C001 FOR CITY OF RENTON
/ REINSTALLED AT / / / / IE 4"IP ELBOW 7RAP(N):467.55' ' / / / / ONLY"/ Se N IE 6"PE(S):468.15' PAVING (TYP.) THE EXTENTS IS DETAIL (TYP)
-J COMPLETION OF PROJECT / / / o IE 4"PE(S):467.50', / / / \ P 4"DA '1� LANE" IP ESC STANDARD PLAN NOTES
/ / � BTM:466.3' APPROXIMATE AND WILL BE ADJUSTED �_
/ -t---- -- - - 1----/-----/ / BTM:�66.55' / / / / / / -
9-PS - - --- ---- --- --------- -- --___/__-_ _ / 47- - - WHEN SURVEYED JOINT LINES ARE g� LSCAPE "STUDENT PARKING /
031 a oar / /y1 /, - - - --/--- --- -------/----- -- G--- ----- - - --
�N�, ssMH RIM:47o! _ _M / M ��1 M1 / 1/°�M / "�°M l�/ REMOVE EX CRETE 6 G� "No p� 1�c�IR� - RECEIVED. SEE SHEET C207 b:. BY PERMIT ONLY" SEE SHEET C102 FOR TESL
\ 9 10 DI W(P) » ''•-• s / » CONSTRUCTION SE UENCE NOTES
- . PROT CT �C•. � � ST Q COG:4 5.05' REQUIRED TO INSTALL NEW M M - / M �1 ' 10" DIMWATERMAIN R _ CONCRET C-hJ B:p �� - - - �� �� 6 .0 °
j-COC_4�0\ --- -- - - - _
__-------- - rP / 15' UTILITY ASEMENT
--------------- --- __--_______- - __ ___-_-____ - - - - - 76"C
HYDRANT ASSEMBLY NO. 20060 3000926 _ _ _ _ ,
--------- 1- 7i - �� oti TO REMAIW4)
-----_ SAWCUT AND 1'�� �/ �4"DS52°44'36 E�4.30' i ^� � SQL`-----------J---REMOVE EX ASPHALT / \l 1 P ���=-4�2- �' / 4"DC �� �`� LSC E \ ❑ INSTALL CB PROTECTION r \ ( \
7� ` ICe
SEE DETAIL (TYP)
S89°27'06"E 302.07' - J� ¢>>>2 ��j� " '�6�s¢? - _ _ - » EC - I
ALf, 3 C S8 6'51 \ 6 - j rPSe I P C 110 �ti� ��o I \- / 4REMOVE (2) EX \7 -� ---- - --- -- - IP _ - - - 0
DECIDUOUS TREES - ------ SI ---------
D _ I
OHT� OT o OT �� �1OT y5
OT��_ - - CB RIM:473.14' \ CB RIM 472.47'
61 IE 8"PE(E):471.65' \ IE 8"PE(SE):470.80'
INA 13TM:469.95' L IE 8"PE(W):470.85'
Oe 1��� - _ I �''o\ � \ \ BTM:468.95'N LINE PARKING EASEMENT REC. NO 11��
200 052 001666 - \ \ - - II - 4 DECCLUSTER: I II
& SIGN EASEMENT REC. NO. 4-4",2-5",1-6" I II
20010529001668
ePEk ONPC _ XISTTING 10 WATER MAIN TO BE PRC E&ED AT ALL TIMES. \ I I , W o
\ - P OtECTION SHALL INCLUDE, BUT NO LIMITED TO,
oP L A- - - - �� PROHIBITION OF HEAVY MACHINERY AND DRI�LING
\ co a Lo
- - EQUIPMENT ON TOP OF MAIN OR WITHIN EASEMENT. \ I : .11
oQ VIBRATIONAL TESTING MAY -BE REQUIRED FOR ANY DRILLING \IP_ I DEC. CLUSTER:
pP - \ - OR PILING OCCURRING NEAP THE MAIN. ADDITIONALLY, ANY I :; - - 4 -
\ °- - - J�k MACHINERY CROSSING THE WATER MAIN IN UNPAVED AREAS I
1n5`' - - WILL BE REQUIRE15AHEETING OR SIMILAR MECHANISM TO 1�ti1 °' Ia1�9� o IhI
5
ENSURE THAT THE MAIN IS NOT SUBJECT TO DAMAGE LOADS.
00
i
N
0-
SAWC�JT T f�E�F�E 1�
- - - 15�� WdK Iv ( P I koU ap ►,I .
MATCHLINE SEE SHEET C105 \ - - -
:' I "STUDENT f .0.
�,. \ \ I D�OP-OFF/PICK-UP'
----
��°��---�n1`01 � --�- -- ----- I `---fi - -- II I �'I T NS"DEC I .•••�
2'-8" TALL` WOOD \
\ ¢� D Ici 4j \ CB RIM: 471.29;CHURCH PROPERTY GUARD RAIL III/II IIIi
I
fIE 8"PE(E): 469.55 IIWM „ G 0 PARKGNO OCTION - NIS IE 8"PE(NW):469.60'
� IP -4pm
ACCESS TO THIS METAL VAULT BTM:467.65'
LID
--- \ P 1 6CC
o T
�
SIGN POST w .•
\ C----------- > I : "NO
-� 6„C -
\ OHP&T OHP&, �
PROTECT EX INS\TALL CB PROTECTION �\ I "NO PARG' ]�� _---------------- __-__-_-- I I PARKING"
\ SEE DETAIL TYP \\ rPKIIOROHIA / ::
SYNTHETIC GRASS (TYP)
SURFACING r \ S LINE PARKING EASEMENT REC. NO. _
7 \ rPSe \ 24' ACCESS EASEMENT REC` �. 20010529001666 `� o
- - - - - - - - - - 1.
4'GATE - - - - e 1 " E:474.97' 20010529001666 j & SIGN EASEMENT REC. NO. \ D
_ \ I \ "STUDENT PARKING - - - - - - - N88°18'27"W 330.21' C11 \ \ BY PERMIT ONLY" > O o 20010529001668
d. • 9.CL�D 'o • ►IF -.. �.. D :► : •• BRW '► D �\ 4'CLF - - - - - - - ----- \ \ ------ \ � cJ 30' 1 = o o ;
- - 478- - -6 CC ----- -- --
•.. _
e.
• ' GA GRAS - - _ - - - - - - °. - ., CW- p . ' Q- ---- ---- _ - --- -- -- - _-------------- ���--------- \ I Q . o
:.. • .►. v BE H:. i :. p.. • ,.: T .= Ip _ _ - - - - -_ \ '3 = �,.. ; ;.D ' \ .. `o---------------6_�------�---
S �&�� -TflE : • :5' "STOP"
I
TE \ _ 5'CW ' j . .
�D. SYNHETI !• F ---------��� \ N00°00'50"W 8.08' C 5'CLF - ------ '.p'! �.. .•. >. ) p. -.-. •�14®�I 596:►+ :: p i ►. •, I �' ►
- - -2Rt� -.o -' ` . ►. q. r --���- - - - - a IE RIM: S �1 �R
IlkD. D : t. `�C,Vi N88`16w50°W : 55:73' . ; 4'CLF-. ° „ >.' - - - - - - �- - IE 6"PE(SE 5
SDMH RIM:477.04' - - - - - -474 - - - - - - - - - - - - _ _ ..D ° 6"D C �� �1� STo \ I III IE 6"PE(S): 7161'
IS -� SO IE 6 PE(W): 7171
6 PSD 10'CLF i , e
p - - (W/ CHIMNEY COVER) \ / D I IE 6"PE(W): 7166
^ 1 1 GRASS IE 6"PE(E):471.34' I \ / IP >' I °' , • • .. : e 6 \ pSD SD t • i IBTM:471.11�
IE 36"CMP(S):471.34' CB TYPE \ SD O \ - S� 6 I SMH RIM:472.58'
\ H2O LEVEL:471.34: IE iiP€.-474.5 ' I I RIM:473.6 \ I CB RIM:473.30' j P ii0"PE(E,S)
�qSq _I I BTM:467.64' II I I IE 4"S471.86' \ \SD 6 PSD S� iill IE 6"PE(E):470.60' C • \ FO N LC. COC:452.90'
CONTRACTOR TO U I ILIZE IEX"PE(W):471.16' PUNCHED 2" BRAS DISK IN GONG,
4' MAX VERTICAL CUT AT =III= �' I ) o I \ CB RIM:472.63' \ I '�
BOTTOM OF EXCAVATION \ o X 6"PE(E): 471.16' I IE 6"ADS(E): 470. IP �itIM: 471.86' "pSpH" IE 4"IP(W): 470.50' p
BTM:468.70' DOWN 0.25'
-III-III-I I I I I 7� 6"CMP(W):470.30' (PIPE TYPES & SIZES IP
I � /H2O:471.16' � I IE 6"ADS(W):470.6R � O= -
_ \ o BTM:469.36' -\ I IE 4"IP(E):470.36 I �,. I
_ I ' I I I I BTM:468.68' /� CONFIRMED) CB RI 472,55' l
IMPROVED SOFTBALL FIELD. I I -III -III- \ �+/ (PIPE TYPES & SIZES \ PIPE TYPES 8r�31ZES ` BT42.10' "STUDEI I IE 18�PE(N) 7 45'
SEE LANDSCAPE PLANS -I / CONFIRMED) \ I ( \ (PIPE TYPES & SIZES 6"CC 261 0
I-
III -III -III- I / I / I \ I �N� \ � CONFIRMED) ,�
AND CIVIL SHEET C207 -III-I I I -
// I „ \ I \ \-- - -' 1 1 IN COMPLIANCE WITH CITY OF RENTON STANDARDS
- I / PIPE SIZE CONFIRMED AS 36 o I SPN \ / SPN n �j
III-III-IIIEF I z TENNIS 1ENNIS�
-I I I -III -I I I -I 1 OOORIN DEVELOPMENT ENGINEERING
-III N11.ti / I m I COURY"
I )
TENNIS NET 1 T �`� \ x�1�6° - - 1 , =� msippo sm
08/07/2025
APPROXIMATE LIMITS OF PROPOSED -III-_ - / ( ENNIS NET \ BENCHMARK "F" a" Imo,
_ IP \
DETENTION SYSTEM EXCAVATION FOR SET CHISELED
-III-III-III / 0 1
SOFTBALL FIELD. SEE SHEET C205 IN TOP WEST FACE of coN� - -
/ `1' a � B(R) CURB
r INS -III -III I "� - z b� EL:473.075' I _ of wAs�
j SURVEYED: SCALE: DATE:
1»=20 VERTICAL: `�� 1988 HAZEN HIGH SCHOOL MODERNIZATION 07.1 1.2025
HORIZONTAL: NAD 1983/1991 CITY OF _ DESIGNED:FlELDBOOK:
- I I -III -III w JAJ p6�
PAGE:
I -III �I DRAWN:RENTON DRAWING NO:
� DJD/AJJ '
III -III -III-_ ONE INCH DATUM
43667
CHECKEDJAJ AT FULL SCALE Planning/Building/Public Works Dept. DEMOLITION AND TESL PLAN C 07
°b SSI S T ��� SIF NOT ONE CALE ACCORDINGLY H
�� -III-III-III- I xN NAL NO. REVISION BY DATE APPR APPROVED:SHEET: OF:
-III-III-i I I -I I O�1.113 0Z5 I JAJ 10 OF 7