HomeMy WebLinkAboutSWP2702711.16144'0 EXISTING
CATCH BASIN
7'-4 OVERALL
T 7 SPACES ®iZ' O.C.
IT-O' PIECES PER TOP & BOTTOM MATS
T LINEAR SEGMENT.,
Tl' = 5 { TYP
N 'Bl' = 5 i
TOP FACE BOTTOM MAT TOP MAT
1� 'T14' & 'B13' ' v
N 36'0 ACCESS 10'-0' PIECES PER 'TIS & '812'
1 (3) PLACES LINEAR SEGMENT: 18. / o
SS
.I ��
�5 w/36" EXiS11NG SEWER 11 II
s••� ga 1 TI0' ENCASEMENT II II
T8' & 188'
I li R3
vJ
T9' & 'es''B5, 'Tl0' STRUCTURAL NOTES iI II
'T12' & '811'
l90'-1Q1�" 1. CONCRETE; 28 DAY COMPRESSIVE STRENGTH fc = 7,000 psi li II o c;
d
'T7' & '87' / / 'Tll' & 'BID' 2- REBAR: ASTM A-615 GRADE 60 < I II
10'-0" PIECES PER / j / 3. MESH: ASTM A-185 GRADE 65 II I!
LINEAR SEGMENT; J !I lE II 1 '
4. DESIGN: ACI-318-05 BUILDING CODE o ® aZ
T10' n' = 6 / j/ 5. LOADS: AASHTO H-20 TRUCK WHEEL, P=16.0 kip
i w
Bi' = 7 / / ASTM C-890 "MINIMUM STRUCTURAL DESIGN LOADING FOR o ii II a
MONOLITHIC STRUCTURAL PRECAST CONCRETE WATER AND I! II 76' & 'B6' WASTEWATER STRUCTURES' H
30% IMPACT FOR LESS THAN 2 FT. SOIL COVER II 11
125 pcf SOIL DENSITY
50 pcf E.F.P. LATERAL SOIL PRESSURE i! I
100 psf UVE LOAD SURCHARGE
TOP OF TRENCH 0'-0' TO 5'-D" BELOW FINISHED GRADE 11 � Il
10'-0" OVERALL
GENERAL NOTES 11 Il
1. CUSTOMER TO-.li II ;i I
1 VERIFY ALL TRENCH FEATURES -...... ... ._._...................... ....--.... 1
/ DO ALL WELDING, GROUTING & EPDXY OF VAULTS, HOLES & SEAMS
'T5 & 'B5' / / / 42" EXISTING STORM - _ - - _ (USING NDN-SHRINK GROUT)
/ DRAIN PIPE - - `- =1= SUPPLY WELD PLATES & INSTALL ALL PIPING R7 R2
'T O & 'B1' I Cs 9 INSTALL ALL LADDERS
P� DO ALL PAINTING PLAN VIEW PLAN ViEW
o I LAYOUT (SHOWN AS POURED) REINFORCING (SHOWN AS POURED)
- i - SHIPPING WEIGHT
I I TOPS: (51 'Tt' B,8D0 tbs, 1 'IS 3,464 tbs, O ' (1) 'ra' 2,769 ms,
N I B (2) 'T5' 8,490 Ibs, (1) 'T6' 3,933 tbs. (1) 'T7' 6,346 Ibs,
10'-0" PIECES PER (1) 'T8' 6,220 tbs, (1) 'T9' 4,839 tbs, (4) 'T10' 7,387 tbs,
(1) fill' 5,140 Ibs, (1) T2' 5,070 tbs, (1) 'TIS 7,218 Ibs,
LINEAR SEGMENT: 1 R3 R2
(1) 'T14' 8,234 tbs
'T1' = 24 4-TON LIFT ANCHOR
( 'Bl' = 25 I (4) PLACES IN TOPS & BASES BASES: (55) 'Bl' 14,850 tbs. (1) '82' 12,D67 tbs, (1) 'B3' 5,750 tbs __........................._... _ . _......... ..................., a "
(1) 'B4' 4,592 Ibs, (2) '85' 13,777 Ibs (1) 'B6' 6,549 tbs,
I. PLAN VIEW (1) '67' 10,759 Ibs, (1) '68' 10,615 tbs (1) 'B9' 8,209 tbs,
4 -
-
(1) '810' 12,34 tbs, (1) 'Bit' 7,163 tbs (1) 'B12' 9,676 tbs,
6070 TRENCH TOP '71' &BASE '81' 7'-4' OVERALL (1) '813' 12,341 tbs
Rt
7YR' 6'-ltXs INSIDE CLEAR 7Ys' (135) PiECES TOTAL TYP
.I • TOP
o� TOP oo TOP --I`} SECTION AA SECTION BB
m
T
I z I .t z rn
1n, a
BiLL OF MATERIAL SHOP NOTES REINFORCING CUT LIST
BASE 1. PRODUCTION QTY: (51) 'Tl' TOPS
BASE PART QTY U/M DESCRIPTION ITEM PART QTY DESCRIPTION FT IN SHAPE
m m 18*1 6'-0" INSIDE CLEAR 8' 2 NO STEEL FORM EXISTS; USE WOOD FORM/FLIP RAILS FOR ALL FEATURES
1 4 ea Anchor 4-Ton Flat Foot 010-5100540-000 3. FORM DIAGONAL DISTANCE 12'-4Y4' �' R1 12 16 Rebor 7 1 SiR
'T4' & 'B4' BOTTOM C 5.67 bar Rebar 14 X 40' CR60 010-5510030-000 4. CONCRETE FINISH: BROOM FINISH WITH MACHINED EDGES I R2 16 114 Rebar 9 9 SIR
'T3' &'B3' SECTION AA VIEW BB ��' xI� ,,,,���c• xj
607D TRENCH TOP 'T1' & BASE 'Bl' ���oY �Af�� 2.13 bar Rebor J6 X 40' GR60 010-5510070-000 R3 10 04 Rebor 7 1 STR �,�p4 WASg
6Q70 TRENCH TOP 'T1' &BASE 'B1' G 2.20 cu-yd Concrete Mix - SCC Oi0-501D000-0Q0
12'0 HOLE IN BASE
FOR 8" STORM PIPE 2.20 cu-yd Pane; Vault Rebor Spacers 010-93DO070-000
�h a 2183 t 5 Wood & Steel Forming Charge 010-9300050-000
T1' & B1' ° �21630
ISTE ��"�' 0 4STEg
9SIDN.4L� �rSIONAL E�ol
rxrr;Tls: os/Is/oe ' PJCT'TTtES: os/7s/oe
C MOVED 'T2' TOP TO 'T13' LOCATION, DELETED 'B2', REVISED QTYS 08/26/07 MW C CHANGED QTY 08/26/07 MW
B REVISED TOPS AND BASES PER CUSTOMER REQUEST 08/20/07 MW ws mwDn s THE RY "w OF OILCASTTE SALES TR DATE 07 02 07 m CUSTOMER sNEEr $ALE$ DATE CUSTOMER 91FET
PRECAST. INC, n Is sVarlm TOP REFERENCE / / 6070 TRENCH B N0 CHANGE 08/20/07 MW nRs ODOAiaJT rs RE PROPER OF o ncAs E TR 07/02/D7 m 6070 TRENCH
UTILITY VAULT n PRECAST, ING IT 15 AIOMITIEO FOR REFERENT �/ LASER UNDERGROUND 3 OF 31
A UPDATED LAYOUT &TRENCH PIECES PER REVISED CUSTOMER DWG 07/25/07 MW PAS MyANDT INIT NOT BE VAB N ANY DESIGNER Wxs TT 111`11'
6'W x 4ii x 618'l LASER UNDERGROUND i 31' A REVISED SHEET NUMBER 107/27/07 MW PORP —GAY AAA SNAIL NOT RE usm W AN DESIGNER w iGHi UTILIT I VAUL1 ad 'Ti' TOPS - LAYOUT & RENFORCING
GAY Rwtears TO THE e+-u:'sTs OF sw caPANY. MW SEE ABOVE p9e. 5RC wy,,,, q yewy_aw O�dC le PrewcL"InG DRAWING NUMBER REN90N NAY w.uwws 10 THE dma57s or sAm AW_. MW 8,831 tbs e� K � 5g Alb_ WA SCOT-Osee #I 01deastle Prepsl'lnC. rt—S067009-001
NUMBER RECISIernTRKarr a IDo7 armlN Precart, ae ii�� RENTON VILLAGE STORM SYSTEM PROJECT (,zooT a°�xN P,RMt mo-sRt-ux Fa uaaas-�m1 RENTON VILLAGE STORM SYSTEM PROJECT LrR REVISION DATE BY (R;nr� R,,.,,•a CHEERED CALC Na � / O -�,. `� �' sae / rK,.,. i sm a..w / s„am. u RENTON,WA l�
LTR. RENSIDN DATE BY An Ry.T. Ro..we CHECKED CALC ND 010—S067009-001 C
WS as.,. a / ++.�+. dt / u..+w• Az / �� / u...,,.. / r tw / Sm cT.R. / sN.A,., a RENTON,WA
l ~ / 7'-4" OVERALL
6'-4" 3'-6"� 6 SPACES 0 12' O.C,
'Ti0' & 'Bl' 7-6' 9'-4' 2'-0'
'T9' & 'B9' TlS 1 'T34' / TYP 1
I {{ TOP &BOTTOM MATS
T \ DECK FACE WALL REWF. SLAB REIN'
s a _
144'0 EXISTING � � •:
oO�oB a a N 4,-6" { CATCH BASIN----------�
T8' & '68' {{ I _ _ _....
Tl' & LOCKOUT & '81' II 11
1 f
a
m II '
a
IIB m 48"0 ACCESS HOLE
Co
o / . '_•-...., r.-,• ... iI li STANDARD i
4'-6 i 2" J /--._d... _.....:..
'T7' &'B7 ® D' m o� / \ SIDE VIEW�' II q LocATiDN L
� � � �h l � � � / / 0 ' I! it { i•,�
4 11
o 0
/ \ / 18•i ss / m /
4®� 8 \ \ / W/36'0 SEWER ENCASEMENT
BASE 'B5'
w/42.9 KNOCKOUT
I m �s ` 48'0 ACCESS HOLE W1 DETAIL 1
6 I - .. .. .. .. .. .. I II II ,
9 m9 9 "
42'0 EXISTING SD II lI
w 6 'TIS & '812' II
& 'T12' & '811' I! II
_.............-- - - - - -..... _..._.... -
9 0 TO' & 'Bi' 3'-714'
ZQ
--' .%' / PLAN VIEW
Ti' &'81' / ice/ 48'0 ACCESS HOLE m 8 // LAYOUT (SHOWN AS POURED) PLAN VIEW
REINFORCING (SHOWN AS POURED)
'TT' & 'Bt' 4-TON 'BURKE' ANCHOR R1 DETAIL
IN TOPS & BASES
NOTE: 9 / ; ' 7'-4' OVERALL
'TIS TOP (WAS TOP 'If) VALL OVERRUN END l / 4' CHAIR BETWEEN
42'0 EXISTING SID / / OF 'B12' BASE TO COMPENSATE, 'T14' TOP e 0 / 8"
\ j ! R3 BARS
tl ! / / HAS BEEN SHORiENED AND WHEN BUTTED a = 1" R3 Wi
!/ AGAINST B1 3' TAP, VALE MATCH UP WITH THE - ..............._....... -_-- --- ,
'75' & 'BS' / 1 0 r \ � END OF 'Bi3' BASE. SEE SIDE VIEW ABOVE / O
/ 3'-6" 7'-814" ao
t a W 0
\ 9 I e 1 42'0 KNOCKOUT / �/0� 'T4' & 'B4' o 7 STANDARD
\ A / IN BASE WALL / b 1 ` LOCATION
12"0 HOLE B I \ ......
/ — FOR 8" SD ��` .d
J/
ti d CI \ 'T3 & '83 GAPS IN MITERED SEAMS MAY RESULT FROM
TO, & Bi CONTRACTOR TO GROUTVARIANCES OF TRENCH SEAMSAS NEEDED USENT IN THE ING 7� SECTION AA SECTION BB
�\
NON SHRINK GROUT,
J
l d I
7 d` 3C z 4' F.B. Y SHOP NOTES
0 r Lc., BYGOHTRAenx BILL OF MATERIAL
� I PART QTY U/M DESCRIPTION 1TEMq i. PRODUCTION QTY: (55) 'Bt' BASES REiNFORCiNG CUT LIST
d TRENCH 0 'WELD PLATE 2. USE 6070 STEEL FORM PART CITY DESCRIPTION FT 1N SHAPE
d BASE SEE DETAIL 2' RECESS 1 4 eo Anchor 4-Ton T-Bar 010-5100610-DOD 3. CONCRETE FINISH: FLAT FLOAT FINISH WITH Y" CHAMFERED EDGES
4. DIMENSONS iN B R1 10 #5 Reba 16 0 BENT
A GROUT SOLID 2 4 ea Insert Open Ferr 1" x 4-1/2' 010-5100150-DOD [ RACKETS] ARE CRITICAL 1y C. ;4 , d p AFER wt1nNG 5. F P METHOD: AD 11STABT� TRUNNIONS ON FORM R2 12 (4 Rebar 1 1 STR 4� of W11 AS-
\ / d � / 3' z Y z 36' ANGLE j 5.70 bar I Rebor J4 X 40' GR60 010-5510Q30-OOD I f tiw �� i
d / 4.00 bar Rebor X 40' GRSO 010-5510050-000 F3 •z
i R3 16 �4 Rebor 9 8 STIR _ w/(2) YA'f x B• sntDs
L 8"4 STORM DRAIN • 8 dd / 8 1D11c 3.73 cu-ydi Concrete Mix - SCC 010-5010000-0DO I W1 2 Mesh 4x4 - WZ9 x W2.9 1 BENT
T2' &'62' d / CORNER CONNECTION DETAIL WELD PLATE DETAIL 3.73 cu-yd Panel Vault Rebor Spacers 010-9300070-000 21830
_ r TYPICAL ALL CORNER BASES SECTION VIEW THROUGH BASE 10 Wood & Steel Forming Charge 010-9300050-000
C MOVED 'T2' TOP TO 'T13' LOCATION, DELETED 'T14' 08/26/07 MW 77.34 sq-fi Mesh - (Square Feet) Oi0-55000D0-00D S`SiONAL E�= D-27 1 1 1 3
axPlxas: oG/Ts/Oa
DATE: 'j / 7 /D
BSALES;/./F'�— T
REVISED LAYOUT PER GUSTO A C CHANGED QTY (USED 1 '81' IN B2' LOCATION) 08/26/07 MW 1
CUSTOMER SHEET CUSTOMER SHEET
Q EST D8/20/07 MW nos Ooaem,T s THE rROPORk'Y rr a�asTrs s LFs � DATE 07/02/07 6070 TRENCH B NO CHANGE OB/20/07 MW TN5 Ooa,TaN1 s THE PR[PERTY of ancAsnt SALES � DATE 07/02/07 m 6070 TRENCH LASER UNDERGROUND 4 or 31
A NEW SHEET PRECAST. � IT R �� � ��� ee UTILITY VAULT " '°'^�°� LASER U�ERGROUND 2 aF 3T
07/25/07 MW PCNPous ONLY ANo sRUE aT eE uscO W ANY DESIGNER WEIGHT TRENCH LAYOUT DETAILS
PAY wnuOus ro BE arTCREs s a sAn aaANT. MW SEE ABOVE ro Rw See AWRW a Rqn-sa Oldeastle P ewslRnc ' '�" wc. IT suety b RSED R A MI UTILITY VAULT ` d TORM SYSTEM PROJECT
COPYltOTT oam7ae�R,�^=..0 wK, nc ero-eaz-ISM rrc as-73"M 01 N R� A CHG PRODUCTION QTY FROM 55 TO 54, REVISED SHEET NUMBER 07/27/07 MW �v AND SRAM NOT e1 usm w ANvDESQU wCGHi 'B i' BASE -LAYOUT &REINFORCINGRFNSrON DATE BY AR R06 R,re„°e CHECKED CALC ND RENTON VIL AGE STORM SYSTEM PROJECT WAY W.LRIOM TO THE NTILRE57S O SAm COMPANY. MW 14,B49 lbsPtl D. 5Re A l NA W71_O5G 0ldeastle Prccacl�irt0. DRAWING NUMBER REVB(N! FlELD8001(:
/ -w a / o-d- A: ! ti.»... / L..R�e / r, ,. / =a O R. / saa . u RENTON,WA 010 — 0 6 7 0 09 — 0 01 C rA Riyhj i tl 2007 gdcme[ R°w M. m aro asz-7sae F� u�ass azm RENTON VILLAGE STORM SYSTEM PROJECT 010 — S 0 6 7 0 0 9 — 0 01 C
LTR. REMION DATE BY AN RyMs Rnr,eO CHECKED CALC NO
_— WS I A"Mn wA / Wra„N., a / ra.w+, At / n„�.m„ / u,.� / row / sm d w / siwr,^ a RENTON,WA PAGE:
�� �► CHECK. ---- . RENTON V I L L G P.M. ONE INCH DRAWING N0:
DATUM CHECKED:
C❑NSULTING ENGINEERS S.C. AT FULL SCALE Planning/Building/Public Works Dept.
SEATTLE, W�INAVENUE
GT; 981099TM(206) 2844--OW N 0. R EVI S 10 N BY DATE AP P R C NOT ONE INCH
APPROVED: SCALE ACCORDINGLY Box Culvert Layout from Supplier -Utility Vault SHEET: OF:
B.B. 13 12