HomeMy WebLinkAboutR-434605�� , — — / :.•' : MATHLINE = $EE SHEET C102 . I
SEE SHEET C001 FOR CITY OF RENTON — I 68
8 2- C �5� / / 5� t D t ° �o D.• . . '.. \ .. -.INSTALL-CB "" t 00
., '' • .. 41 I I LO
CON�, �� ... 'D PROTECTION (TYP)'' : .LO
ESC STANDARD PLAN NOTES \5 / / / I : '" I I I
M , .. :' ':.. .. • SF_-E DETAIL' - -
EXCAVAT�O, F R FcJTURED TEN ION SYSTEM / I ". ' .. • -e .v , I ALLAUT2I4ONUNDE
/\. ,,�GF .. -°. GA> .: . • ` �. II " :' �+�y. V , • . :: c: ,
CD
SHEET C102 FOR TESC N PONSTRUCTIO47�Y` O IAT 0 10 20 40 CONSTRUCTION SEQUENCE NOTES INLET R01N6):NOLD PARKING
RIM'458.61'STk LO
-PRO�ECT EXISTING
LocAT U
CONCRETE TO REMAIN \ i •JE4:VCESSCALE 1 =20� 2 G - I
► I
.'w 464
I �2
RTM'454,71' .I I I I h
� i / / / ,sue / • •.•• G��' i I • . ��.• . ' .. • - - .. '. •�ti o jl I — �— NEW PARKING STRIP
GRASS / INTERCEPTOR SWALE / I I gl it I LOCATIO
LEGEND l / EDGE WITH ROCK CHECK DAMS OFF �F� •'� -' : -
.. .. . •. :. .. ~ "
v riON AT 50' O.C. SPACING
/ / I / �( >e;
PROPERTY LINE N 7933'06" E - 46.81' / / ro.k •. ••' � SEE DETAILS : -- : - -' •• •. "••
/ INST i` �T / 6 5 / ti SALVAGEAND'REMOVEEX' ,ga•. I Q
CF TEMP CONSTRUCTION FENCING % � 1:1 MAX CUT SLOPE e e
/ AROUI� E IM�TEF� OF I off, "",- c110 c11 .•: •••: :. •' ''.'PULL UP BARS TO BE�,-
/ FI�LD,(TYP) ° ► ' REI-NSTALLED AFTER : I i( I - - T - -
INLET PROTECTION IP / / SE TAIL /� PUMP CONSTRU TION STORMWATER TO ;.. •'.•• I I
/ / /tT
rF i\ SEDIMENT SETTLE ENT TANKS. PUMP LINE :. COMPLETION OF GROUND ( SP BU r
/ /�1 9 �/ - :::.. ".°: a. 'SOUR�E.WELL FIELD•:: I I - QO
VEG TREE PROTECTION / / / c11 / - -� \ PROTECT EXISTING TO BETAKEN OFF LINE AND REMOVED ONCE �CONC�• I I
III- SYNTHETIC TURF DUGOUT : '�' •: :' I Rs2i
DETENTION VAULT IS INSTALLED AND READY o• .° X. _ .Q59.. • ....
FF SILT FENCE I / / / / AND SURROUNDING TO USE AS TEMPORARY TESC MEASURE • " �.•.' I I II O
FENCE TO REMAIN mo O
I / / FF�f FF naa vo c D
IS INTERCEPTOR SWALE ��F c�� 9zn _ •:..
PROTECT
SAWCUT LINE SYNTHETIC C TURF .'• �59a6 1 '.UTILITY EA
I � �� ( / � :• .. � •- D: - - - .5
DUGOUT TO REMAIN p�� REG NO; 20060303000926-
REMOVE CURBING 0 0 0 0 0 0 0
I '� , I .. . - . cRA�$ �. •: - - �-.: � '. - Icc
�
REMOVE ASPHALT PAVEMENT :'FF INLE7..(ROUNO). I I
FENG€�` NEE \ R!M"458.46' I a
REMOVE CONCRETE PAVEMENT I I DETENTI TAAI _ " 3 \ CONTRACTOR TOUTILIZE4' .. IE :4°IP(.S). 57.26'
_ STORM AT�q — C11 MAX VERTICAL CUT AT
BOTTOM OF EXCAVATION I BOTTOM OF EXCAIVATION �� C� Q `
I I - I II EXISTING 10" WATER MAIN TO BE PROTECTED AT ALL TIMES. y�:; BTV-454'66' ELEVAT
I I PROTECTION SHALL INCLUDE, BUT NOT LIMITED TO, I I I RD
CONSTRUCTION FENCING NOTE: I I I �9 q.. r"
I ® - I PROHIBITION OF HEAVY MACHINERY AND DRILLING s
INSTALL CONSTRUCTION FENCING AROUND I I I EQUIPMENT ON TOP OF MAIN OR WITHIN EASEMENT. ,
LIMITS OF WORK TO PROTECT STAFF AND =DGE I _ - OF I �a�` VIBRATIONAL TESTING MAY BE REQUIRED FOR ANY DRILLING o / PSe�
n5 ITf
STUDENTS AND SECURE JOBSITE. CONTRACTOR �- — IGRASS I OR PILING OCCURRING NEAR THE MAIN. ADDITIONALLY, ANY
I - --� PUMP CONSTRUCTION STORMWATER I MACHINERY CROSSING THE WATER MAIN IN UNPAVED AREAS o / I I I
M0)
SHALL ERECT FENCE AROUND JOBSITE AND I I = - TO SEDIMENT SETTLEMENT TANKS. WILL BE REQUIRED SHEETING OR SIM[LAIR (MECHANISM TO
ADJUST AS CONSTRUCTION CONDITIONS CHANGE I 4 _ PUMP LINE TO BE TAKEN OFF LINE ENSURE THAT THE MAIN IS NOT SUBJECT TO DAMAGE LOADS.Q / I I I I CB C)
OR AS PHASING ALLOWS. CONTRACTOR CAN \ \ \\ \ / ` AND REMOVED ONCE DETENTION I \ II I I IE 4"CF
UTILIZE EXISTING PERIMETER FENCING AS \ \I� VAULT IS INSTALLED AND READY\TO I I
SECURITY FENCING AND THEN SUPPLEMENT ON \ � \ \ I I� USE AS TEMPORARY TESC MEASU�2E (4) 18,900 GALLON CAPACITY TEMf�ORARY � = . -� �_ I i I I I �
II
/ SEDIMENT SETTLEMENT TANKS ( BAKER TANK OR R 'SS" Z1
THE WEST SIDE OF THE SITE AS NEEDED. ANY \ \ — \ �,�' EQUAL). CONTRACTOR SHALL PROVIDE ALL PUMPS 9 I I
EXISTING CHAINLINK FENCING THE CONTRACTOR \ \ I � REQUIRED TO MANAGE CONSTRUCTION • i--� I- -__---_ Q
\ I PARCEL No..10 -927 I / STORMWATER AND DISCHARGE AT T E SITE. ��� I
ELECTS TO UTILIZE DURING CONSTRUCTION SHALL I. :I.. \ OWNER: FACILITIES & OPE NS C I / J I
Haag / SETTLEMENT TANKS TO BE TAKEN OFF LI E AND M 8"DI WP) J
APPLY (IE ZIPTIES OR OTHER MEANS) HIGH / I =� . �/ APPROXIMATE LIMITS 0 / �� REMOVED ONCE DETENTION VAULT IS INSTALLED I
VISIBILITY MATERIAL OR SIMILAR METHOD TO BE / / j IP PROPOSED DETENTION SYSTEM \ AND READY TO USE AS TEMPORARY TESC MgASURE / a
CONTRACTOR TO HAVE THE OPTION TO \ ---_
/ EXCAVATION FOR BASEBALL FIELD. EXISTING CITY OF II'D
APPLIED TO FENCING TO DELINEAT AS / >r'` UTILIZE PROPOSED DETENTION SYSTEM FOR
/ / I SEE SHEET C203 I RENTON WATER.- _
CONSTRUCTION ZONE (TYP). ANY SECTIONS OF
/• .'./ / CONSTRUCTION STORMWATER SETTLEMENT
/ I IAULT MUST BE CLEANED OF ALL SEDIMENT I \ EASEMENT TO BE
EXISTING FENCING THAT IS NOT 6-FT HIGH SHALL i / 'LV\ PROTECTED AT
HAVE TEMPORARY 6-FT HIGH CHAINLINK FENCING / / / "/ : PRIOR TO THE END OF CONSTRUCTION I 1 ALL TIMES
INSTALLED NEXT TO IT. SEE DETAIL 10/C110. / ..:I• - I I I SUPPLEMENT SITE FENCING IGATION
/ I I I I I 1cc LID DURING CONSTRUCTION AS \
oIP
11E O EEXI(�) "& NEEDED TO SECURE
IOUU SUMP AND 55 GALLON ONSTRUWORK AREASCB YPE I D�
\ \\ G
TA IM: 28. II I I I REE L�J TE2 .� DRUM WITH SUMP PUMP I I 'SEE CONSTRUCTION FENCING \ \ \ ,~r <
IE PVC E :428.83 I I RE Y I I INSTALLE AT LOW
w o I / I IF , ^, �J, .�, I I I � I I / � f ' " " I I I NOTE WITHIN SHEET i \ \ \ \
z = POINT ON ITE I I PUMP "CLEAN" STORMWATER FROM TEMP
I / I N TE• I I I . I' SEE DETAI 3UMH (�AUL�LO 'SEWER") RIM-464.14'
L,j. ARBORI T �SFIIALL E ON TI .:I• ` I I I SEDIMENT SETTLEMENT TANKS TO EXISTING IE 8"PE(NE):457.95'
Q m ( DURING -FREE �E1�VIQ�AL �� � \ � :. C1Gi I I I CATCH BASIN. CONTRACTOR TO ENSURE ALL IE 12"PE(E):454.95'
I I e DISCHARGE MEETS TURBIDITY REQUIREMENT . IE 12"CP(S)-454.65' 1 / S
o / STORM P PI INSTAL, TIQN I f .. L: I I PUMP LINE TO BE TAKEN OFF LINE AND REMOV D1.
I ST RMW En E I I I PROTECT EX CATCH BASIN '=
I I I I I PUMP CONSTRUCTION STORMWATER TOANDI I •a.`• \ \
/ I I - "DE -I ' :: Ln I ONCE DETENTION VAULT IS INSTALLED AND STORM PIPING 3MH RIM:463.9T I �••• N
o I I mo' I EG SEDIMENT SETTLEMENT' TANKS UNTIL READY TO USE AS TEMPORARY TESC MEASURDURING GROUND SOURCE 8"CP(E) I ���•, ;� I r /
_ I FFI �».
\ I S D I I \ \ I•'":- -_ DETENTION VAULT IS INSTALLED AND READY I WELL INSTALLATION kICCP(N,S) I i,,,•t�• / I
I 8'(bEC PROTECT E�X\1 l : • \ TO USE AS TEMPORARY TESC MEASURE I COC:454.75' 1 _ I ;•,. A INE
Y i U DE I I II DECIDUOI� TR \ I I \ : ' . \ . 411 I114 - 1
I I gD G �u / j: \:- . MATCHLINE - SEE SHEET C104 I I
6 0 \ I / I :.I _I, `: \ REMOVE AND REPLACE I , I •,.y F I I / )
I / / I j •: : -:. .. - �\ PORTION OF EXI%TING
.' FENCE AS NEEDED FOR I EXISTING 10" PRIVATE CLAY SEWER MAIN TO BE PROTECTED AT I I •�'.' I I I:
/TREE R OVAL UNDER ISEPAR T C VI I I I `\ . CF I ALL TIMES. PROTECTION SHALL INCLUDE, BUT NOT LIMITED TO, I I I '� • °
COGVST UCTION PERMIT N . C 460 77 UTILITY INSTALLATION r I ° -••
f I I J' ' \ I PROHIBITION OF HEAVY MACHINERY AND DRILLING EQUIPMENT I I I » a
cn • �••• " �� � � a' 15' UTILITY EASEMENT � ae 9� "' •� ~
I / 2 0"p I I I / I I I I 6N TOP OF MAIN, VIBRATIONAL TESTING MAY BE REQUIRED FOR REC. NO. UTILITY
EASEMENT
1 t--r - ,
II AG I I IREM6v EEC C '.1 `': I \ I ANY DRILLING OR PILING OCCURRING NEAR THE MAIN.
1 )�EGICjU tRE I \ I ADDITIONALLY, ANY MACHINERY CROSSING THE WATER MAIN IN
/ '• �
REM VE EX /" cn cs : SDMN -� I PROTECT EX TREES TO I
I � I \ I UNPAVED AREAS WILL BE REQUIRED TO UTILIZE SHEETING OR.'—
N ,I -" RIM:45�. \ REMAIN UNLESS \ I \ SIMILAR MECHANISM TO ENSURE THAT DAMAGE DOES NOT / -- f M •*s
I 1 C �,� I 16'DE \ ' B"P OTHERWISE NOTED OCCUR TO THE MAIN.
IE .10"ADS : 451.13' r + - -
APPROXIMATE LIMITS OF.:.IE-).4 \ / �*• e ,
I I
PROPOSED STORM PIPING "ADS V-
l( EXCAVATION FROM DETENTION ,1 73
j YSTEM FOR BASEBALL FIELD. I I I I -,I 8 : , P. - INTERCEPTOR SWALE / / / `..r • ' :
IS E' HEET C203 FOR DEPTH OF I I I I I {'• :Q VEG WITH ROCK CHECK DAMS
I I I I 2 " I I / AT 50' O.C. SPACING
11,E 2 STORM SYSTEM. I ,.f: / ;Ass FF
.:... SEE DETAILS Z.
I �
\ / pp ut� STER I �j \ \ \ C110 C11 / I CB TYPE 1
iAG/'2 I I t \�\' \ I \ \ ,I I4:459.90'
)\ I I .:.. - \.. IE 10"ADS(W):456.60' I / 4
ICE OL/E EX 10" : • F : \ '. \. \ / \ / 6`�
I I IE 10"P E): 456.55'
CB TYPE 1 PROTECT EX FIELD f PROTECT EX TM' 455.20' i I JD�CIWOUS TREE — \ \ \ V I D' 'PSD I PERIMETER FENCING
I \ ` \ \. :.....:. \ ' \ \ — / RIM:457.SE CONCRETE RETAINING /
ADS \ SD "
\.' , • \., \ \ V A �— VERT // IE 10"ADS (E). 55.41' TO REMAIN /
\ \ \ \ \ V.
\ \ \ ELEV. 7 \ IE 10 PE W, 4 I WALL AND FENCE -
\. :...:.. \ \ .SD _ _ IN COMPLIANCE WITH CITY OF RENTON STANDARDS
\ I ....\ .•.{ .. \ \ P�QTE'ET�TI�f C�8" ) BTM.454.31 I
TQR10'IRURIN-G PROPOS1 \ I � I SUSD J
'ST�OKM INSTALLC�hON \ \ \ \ I DEVELOPMENT ENGINEERING `
1 A \ \ 11
EM VE \X 6" SEESH (T�'P� \\ OPSD SD / I
c 2\1 \ �� _ _ 8 DE \ \ \ S S§\ a \\ I I " : .. ,p:. . _ . •. , : . AG� / \` — — — Michael Sippo 03/30/2025
\A 14\ _ C cCV I
CIDUO TREE
\ 8"DEC5 /
TAG, \ CD
TAG/j� T,4G//21 \ 6 \ \ �q ��� �� �� �� \ I `Q ��/ / �/ Y FLAG --/
( \ 16' EC S \ POSE
.I Tr. 1 "DEC \ \ TAG /j 18
SURVEYED: SCALE: DATE:
REMOVE EX6 N88`33'12"W 286.59- �-�w '� VERTICAL: NAVD 1981 HAZEN HIGH SCHOOL MODERNIZATION 03 20 2025
DECIDUOUS TREE �� ���=20> HORIZONTAL: NAD 1983/1991
I i —� W P �� JAJ CITY OF FIELDBt/K: /
DESIGNED:
CB TYPE I
RENTON PAGE:
!I RIM: 431.85' �� DRAWN:
ONE INCH
DJD/AJJ DRAWING NO:
I IE 12"ADS(N):428.85' -- REMOVE AND REPLACE PORTION OF �, 43667 � CHECKED:DATUM
I IE 12"ADS(S):428.95' EXISTING SIDEWALK AND ASPHALT AS �Ss�C�sT1 RE G� JAJ IF NOT ONE INCH
Planning/Building/Public Works Dept. DEMOLITION AND TESC PLAN C 103
IE 8" PVC(E):429.35' NEEDED FOR UTILITY INSTALLATION ��NAL �� APPROVED: SCALE ACCORDINGLY SHEET: OF:
BTM:427.45' N0. REVISION BY DATE APPR JAJ 5 OF 8
R-434605