HomeMy WebLinkAboutR-432608CONSTRUCTION FENCING NOTE:
INSTALL CONSTRUCTION FENCING
AROUND LIMITS OF WORK TO PROTECT
STAFF AND STUDENTS AND SECURE
JOBSITE. CONTRACTOR SHALL ERECT FENCE
AROUND JOBSITE AND ADJUST AS
CONSTRUCTION CONDITIONS CHANGE OR
AS PHASING ALLOWS. CONTRACTOR CAN
UTILIZE EXISTING PERIMETER FENCING AS
SECURITY FENCING AND THEN
SUPPLEMENT ON THE WEST SIDE OF THE
SITE AS NEEDED. ANY EXISTING CHAINLINK
FENCING THE CONTRACTOR ELECTS TO
UTILIZE DURING CONSTRUCTION SHALL
APPLY (IE ZIPTIES OR OTHER MEANS) 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 FENCING INSTALLED
NEXT TO IT. SEE DETAIL 1O/C 110.
\/,\I . I I; I 2'-8" TALS WOOD - -
z I l 1 1 l 111 1= \ CHURCH PROPERTY
1 `• \ NO CONSTRUCTION 101 -GUARD RAIL
I I III ce ACCESS TO THIS PARCEL METAL VAULT
...• RIM: 46.
LID \
IE 8'P 458.7' 0 10 20 40
I I IIII I � IE 8"P .458.6T IQ '��\ - - - 1,
I I I I I I I III I I 1 11 I 1 1I'II
BTM:4 soo°o8'54"w 18.01' I \,
Iwwz U N II II I I �I1II i�I iIPII �III�i�III t CcI II��IIII�lf1ls IIg1II�MI1I�I I1 II N I - - - �0T-��T •: M:.D-. ---- LD-- -: - • - --:-:. _ - - -: b ,.-• _ __ : _ D. -. ._c - -
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-O"-D P
\A"CC
SCALE °1-"-
=20'
INSTALL CB PROTECTIONPROTECT EX SEE DETAIL (TYP)SYNTHETIC GRASS
4'GATE SURFACING E.474.97'
N88°18'27'W 330.2_o PUMP CONSTRUC BRSTORMWATER TO" LEGEND TEMP (A ECIRIqQCHER.-478-RAMP GATE G46.81'
EN 793'" RASS PROPERTY LINE
' NiCHGATEi
SYNTHETI 5'CLF
.
- -
01
q�.D ♦ - -eRW :- :.__ ' .. , •'" .p :/ 't. _ N8$`16:50"W. 557' is R • D .. CF TEMP CONSTRUCTION
1 .�'?• FENCING
3T PADDED WOOD _ I _ I _
BA STO ��� IS SDMH RIM:477.04' SD
�D I - - (W/ CHIMNEY COVER) INLET PROTECTIONc1E:)(q
N88'I '� W I GRASS IE 6"PE(E):471.34'
1 2 �1��1 \ IE 36"CMP(S):471.34' `� VEG TREE PROTECTION
/ �. H2O LEVEL:471.34IEI12'P€:474.5 ' 1
I I CONTRACTOR TO UTILIZE _ -I 1 BTM:467.64' I I FF SILT FENCE
I N 1-1�1 1�1�1 _ I
4 MAX VERTICAL CUT AT =1 I I=1 I I I I O
I��I I^I�, �.o- HnME PLA BOTTOM OF EXCAVATION _ _ = I \ I IS INTERCEPTOR SWALE
ITI�I��-��� _ ..•. -III-III-I� I I
1 I IIV ¢ *. GTE TEMPORARY DUPLEX I -III-III-III I I \\
c� I I �/ SAWCUT LINE
(1) 18,900 GALLON CAPACITY II I ITI i I I I ii D r/ SUMP PUM
PS; / _REMOVE CURBING
TEMPORARY SEDIMENT SETTLEMENT z o I INSTALD AT LOW IMPROVED SOFTBALL FIELD.
TANK ("BAKER TANK" OR EQUAL). _
�' III I I :• • : POINT ON SITE ISEB L DIAMOND -III-III-I
CONTRACTOR SHALL PROVIDE ALL I I III II :.: I SEE LANDSCAPE PLANS I // PIPE SIZE CONFIRMED IS 36" REMOVE ASPHALT PAVEMENT
SEE DETAIL
PUMPS REQUIRED TO MANAGE I I I -DIRT- AND CIVIL SHEET C205 -III-III-1 I IE
CONSTRUCTION STORMWATER AND CB TYPE 2 I I I I CB TYPE :s _ _ c8 I I 1=1 �` i .� m REMOVE CONCRETE PAVEMENT
D • ° e /
DISCHARGE AT THE SITE W/ CHIMNEY COVER) I I I I I I I IE 8"PE BOTTOM OF EXCAVATION
RIM: 463.75'°IS I I I I 1111 ( APPROXIMATE LIMITS OF PROPOSED
BTM: 460.28' o -III-_ I P
IE 8'PE(NE):459.75' M I I 1 1 1 I I 11 I /
IE 8"PE(N):458.00' I I I I I I I DETENTION SYSTEM EXCAVATION FOR -1 /
I I 9'cLF =1 I 1=1 I 1=1 I I- SEE SHEET C001 FOR CITY OF RENTON
IE 8"PVC(E).45790' \ o ^v I i I III III I SOFTBALL FIELD. SEE SHEET C205 - / c,
PUMP CLEAN STORMWATER I IIIIII I 10'CLF -I z
BTM:456.55' I I I I I I I 1 •: OTTV �� I II III -III J I "� ESC STANDARD PLAN NOTES
FROM TEMP SEDIMENT � IIIIII IIII 11 I b� 1-III I I � o
SETTLEMENT TANKS TO EXISTING I I I I I I I I I I I I GA - _ - - I \ SEE SHEET C102 FOR TESC
CATCH BASIN. CONTRACTOR TO I III I IS I EE SHEET C107
I
ENSURE ALL DISCHARGE MEETS I I 1 1 1 1 I 1 1 1 1 I 1 PROTECT EX I I CONSTRUCTION SEQUENCE NOTES
TURBIDITY REQUIREMENTS I 11 1 1 FF COVERED DUGOUT
SDMH RIM:475.77 \
'
SAWCUT AND REMOVE EX (W/ CHIMNEY COVER)
1 I I I I I i 1 1 1 1I-
ASPHALT PAVEMENT FOR 1 1 1 ICI d• � I I \ -I 11-I 11-III / I
-III-III-III / PARCEL NO.:102305-9201 IE 6"PE(S):472.77' \
UTILITY INSTALLATION I I 1 I 1 I I I I I I II I /, OWNER:RENTON SCHOOL DISTRICT //403 IE 36"CMP(N):471.37' I
SEE SHEET C205 I I
1 1 1 I I I I J -� I I -III -III_ H2O:471.37'
II 1 1 1 1 IIII I I IRRIGATION _ _ BTM:469.47' I
i I I I I I I I I I I I I ACCESS LID -III=III=III REMOVE EX 4-FT HIGH (o��POP o IIII IIII I -� I I -III -I 11 I CHAINLINK FENCE. PROTECT EX 5� cf)
PROTECT EXISTING EDG 4'CLF I I I I 1 I (= _ POSTS, CONCRETE FOOTINGS,
FENCE AND TRACK 1 1 1 1 1 i I� I I -III -III -
I I 1 1 I �� � \ - AND PERIMETER CURB TO
SURFACING TO REMAIN / ��p �
III 1 1 I 1 I I I I INSTALL SILT FENCE GRASS \ -III=11 I=1 I I- I REMAIN AND BE RE -USED. / �
1 1 1 I 11 1 AROUND PERIMETER -I I SEE L'SCAPE PLANS. / \
OF FIELD (TYP)
SEE DETAIL \ -1 I 11 1 I-I=1 1 1 I 1:1 MAX CUT SLOPE /
EX ASPHALT / '" = o �I I I I 1 I 1 I I I cg \\ -I I I -I III -I / sIj
ACCESS DRIVE N I , ; ► " 1 1 1 �' o rL
��� • • _
w PROTECT EX
GAS$: I I I I 1 1 I i I II z SY THETIC GRASS -III=III-III o4 / \ \ o ••� TdLF \
_► I I=1 I I=1 I I;
/ gBITADE, 1 ' I (I II SURFACING / J ` m T
/ �%42.9 I I Di4 D.119 I 11-III-III
'- � c a
Q� 111 Q
95 ► 11 I ►� 11=1I t N �
rPS J BtM{4
Of
o D I cou coy "
o z _ /\ y I II 1 1 1 I II II _ III-IIP
p INTERCEPTOR SWALE �
TENNIS NET \
1-1 ) TEGRASS WITH ROCK�GHECK DAMS
IP
-� I AT 50' O.C. SPACING - _ _ / ( I o I SID SD
/ IIII I I _ I 1 I -I 11- CB RIM:475.37'
REMOVE PORTION OF EX - - IE 4"PVC(S) 473.47' /
/ � I U SEE DETAILS /
LAWN, GRAVEL PATO AND z
ASPHALT AS REQ'D T TA �� I I I \ I I 1=III=1 I I 6 5 / - J -_ 1 ���� E5 �, IE 4"PVC(N) 473.17' I Iv
/ / %� I l) \\ \ I-�1 I I -I 1 B - - - -47� - - e I I H2O LEVEL3.872.91'
NEW ELECTRICAL COND I E 1 c110 c11 x IE :472. 7 473.0T
BTM: 472.97'
o I III NO PIPES OBSERVED
�� T 205 / j J o BTM: 471.71'
m CB TYPE 1
Q W Y Z I
_ I IE 4"PEW : 474.75'
/'•t•� / I / / / 1 \ \ - - o m m RIM:476.15'
fit•, AAc���/ � , f l ( ( \ 10'CLF _ _ - � � 1 1 � � � �, ( )
EX DOUBiE SWING V, LE / �`;y�l I �1 • ` - _ NO SIGNAL I �. O:
CRW ^ Q IE 6"PE SW 474.55' `
/ \ •c ryi / (0612024) o o SD IE 6"PE(N):474.25'
GATE FOR CONST TION / I o I cif
o 4 PSD
ACCES TO SITE - / \ �: \ \ I 1 � l,/ 2.65 PROTECT EX CATCH'S
:.:.7I . '= I P / ' �S
• / v - "NE IOTH Sr" GRASS -� " d IO'CLF CRW (,IP ) CB TYPE
•••• / ✓ 6b / RfM A "FI LD AVE NE" 1 I GRASS �� BASIN TO REMAIN
D p RIM: 476.2b
- BLR: NEED21CR - - D • BENCH
J p, e 4. �Q F IE 6"PE(W):4i
: ATE" :'4�LF'
�,; / • 5
0� 6'GATE 6'CLFl
L - FNSTALLATPN-47� 5.o_HT�rUMP- - - - 6� \ - 47� - - - / I r� . > .> ^. > ° ..D 6yP >' (- IE 6"PE(NE):474.56'
'IF X"P1/PIFI•Aru.w ' 4 4 L
aw
111
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w R t �VEGETXrTf01�6 / .• : ,•: :, • s : •. d .. , - - - - G 4TS _ - GAS-
6, / , 5'C1V ; .4»G R '• ♦ D . D D' V GAS�-
\6� �6 8"W R / SAWCU AND REMO
M�- SMH IM 476.51' / "CC & 12-CG = s 4`'C 5 CW . - : p- • - r
6� \ O w P EXI ING CONCRt�T / M - -� cc&cG - ♦: " ' " - _ a ., : . •. " • 4G R
5
�o� DRIVEWA�CURB/GU#ER / )' O / M M CB TYPE 1 cn
S "B _ c, a 8"CP •8"PE S W P p M -
_ 8'r3SS(RL SS 8"PSS ( / IE 8'PE(S):462.60' \ 6"CC & 12"CG = SS SS SS AN ASPHALT F*VING COC:447.60' ` -480- ` M M IE 8"PE(N): 74.60'
/ IE 6"PE(E):475. ° M- -M IF 1_ 12 dS):47 '
MH RIM:469.06' - 1 ?SS°16'01"W 736.68' WPC
EX WATER- - / BTM:473.16' ' - , �> H2O:474.4�0I BTM:4 ''
IP-, OP OP G W/ CHIMNEY COV ) 1 I DISTRICT�O I -� �{� -ASS N.L. LOTH ST, -\-SS
_,a�
/ OP GP 0 !�� �9 9 WATER \ ) \ (A DEDICATED PUBLIC RIGHTOF l Y SAS S SS SS SS
,14"' �� / J J E oHPagT �� Q roE / 1 �� rP`'Q��80�8� - - IN COMPLIANCE WITH CITY OF RENTON STANDARDS
47g 9
COC: / 446.26'
OQ'
N CC&C( CC&CG(W/ CHIMNEY COVER) OHP&T P
n DEVELOPMENT ENGINEERING
o CC&CG
msippo 08/07/2025
IE 12"CP(N):44Z.5,,' 6� / _ _ _ _ __
6$' QT} Ecd P D . Ids' s .
R E MOV E f X 1 CMP(S)(R) Aga ��� - - - - - - CD _ • SLHH ®�
/ 0: 47.51' / �� / - - - - : . WM 2 =' - - 6'WF
-- -- TREE CLUSTER � - - - _ oHP&r
B 445.41 3 B L R
- - 6'WF OHP&r
.469' T" 0 / ELEC. BRICK - - - -
V\ T CABINET "GRAHAM AVE E &
4 C 1 A. A A 1 DATE:
CB RIM: .V LRD � pF w�s�jj
6" N IE 12"PE(N):46 .85' , Q+��, SURVEYED: SCALE: VERTICAL: NAVD 1988
H2O:467.85' BTM: 4 6.0' J 1 "=20'
HORIZONTAL: NAD 1983/1991 CITY OF 07.1 1 .2025
w DESIGNED:JAJ FlELDBOOK:
RENTON PAGE:
DRAWN:
W� DJD/AJJ ONE INCH , DRAWING NO:
4���ss��g�� ti CHECKED: AT FULL SALE DATUM PlJAJanning/Building/Public Works Dept. �, 05
IFIF NOT ONE INCH
��� APPROVED: SCALE ACCORD NGLY SHEET: OF:
/�9 hm5 N0. REVISION BY DATE APPR JAJ 8 OF 7
HAZEN HIGH SCHOOL MODERNIZATION
DEMOLITION AND TESC PLAN
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