Laserfiche WebLink
8.00 30"x30"ACCESS HATCH,H-20 <br /> COVER BRACE,LOCKS TRAFFIC RATING <br /> SUMP COVER AND ACCESS DOOR W! WHEN COVER IS FULLY <br /> H-20 TRAFFIC RATING OPEN. - - <br /> THE WINE GROUP <br /> MYERS W SERIES 17000 E. STATE HWY 120 <br /> RIPON, CA 95366 <br /> D <br /> ENGINEER: <br /> 12"THICK CONCRETE <br /> SLAB WI#5 @ 6"O.C.EACH , <br /> WAY TOP&BOTTOM. <br /> 12"THICK CONCRETE C 6"x8.2# <br /> SLAB W/#5 @ 6"0.C.EACH FRAME,TYP arc <br /> WAY TOP OTTOM. r - �� JU0Y d CAPP Inc. <br /> TOP=72.75' - <br /> U c) <br /> E(uT 10 1 'i�ir t ��'kl 5r� "' �9 '� �, �a� ��p� ENGINEERING + DESIGN <br /> [y+kT <br /> • <br /> SCALE: 1'o" ,AUSTIN W. CAPP <br /> ,I • I <br /> kn Z CE #61393, SE #4813 <br /> o V ML 1003 12th STREET, MODESTO, CA 95354 <br /> PO BOX 861, MODESTO, CA 95353 <br /> - <br /> 15)3 CORD VVITH 1'15 on Vour 524-4774. <br /> 8eQ Wil PUJG SII1ICi1E PHASE iWHR Cs VVl WIi.R.-us:! ww w..1u,t nwcopp com <br /> 3"Nom NpT r NOAH.NPT <br /> i�L Rii FLAIN4 <br /> 18 <br /> FLANGE 2 <br /> nY 2-MOM,WF 2-NOM.NPT <br /> FLAIdL-JE <br /> 2"0 CONDUIT TO � r <br /> 0.1. GE CONTROL PANEL <br /> k <br /> FLANGE <br /> 1eI i <br /> � <br /> {_soso T BRA & SONS <br /> :..�.� <br /> 48"0 FIBERGLASS 2-IMI ET- 1 k r 1i ; a <br /> x"INLET � <br /> BASIN OR 48"0 R.C.P. <br /> (5t1 X51 <br /> C.T. BRAYTON&SONS, INC. <br /> m GENERAL CONTRACTOR LICENSE#257952 <br /> PUMP PERFORMANCE 1844 JACKSON AVE. TEL:209.838.7388 <br /> siESCALON CA 95320 FAX:209:838.3960 <br /> adtyHimper u� �nnIHS 11 v�H�-�>r-nS ins <br /> wo 4m u0 "` no REVISION HISTORY: <br /> W HRS-I�1-[l� 8 <br /> 6"0 INLET <br /> WHR5­0 WHR5-03-0S No. DATE ISSUANCE <br /> F - - - - - - - -I 30 <br /> { € a5- WHR5-3-% iz <br /> WHR54� WHR5-A3-LT'S 1 A <br /> WHI15-43 WHR-43-LIS �. <br /> 1"1D SCH 10 SS / I I k VMR7 v�HI -21-US 7 <br /> GUIDE RAIL I I i = = -- <br /> INV IN;97.10' .- - ; WHH7- WHR7- -13S 4.1 <br /> Nl R7'• 11R'7-4.�-C1�'i <br /> ALARM ON 57.00' I I WHR7-53 WHR7-534)5 1.6 <br /> f I V�-IR1"1 WHRIO-01--DS i 10.8 <br /> WI RIO-21 WHRIO-21-DS 9.4 <br /> 2"0 SCH 80 PVC L — — JI wHR1C-03 WHR1d4013 D5 G <br /> DISCHARGE PIPE — — — — — — q c+ 1�HR1E1-3 WHR10-23-D5 5.2 — <br /> \ / n sa n iso VHF'RIO-&3 WHR10 4'3-D5 2.6 <br /> \ / coaft90m per Wkwe VMRID-53 WHR10-53-D5 1 2.4 <br /> � r <br /> LAG PUMP ON=65.50` — <br /> PENTAI R <br /> USE DISCLAIMFR: <br /> I LIFTING CHAIN THE DESIGN DATA CONTAINED IN THIS DRAWING IS THE <br /> � � <br /> Switch Carta �PP�' SOLE PROPERTY OF JUSTIN W. CAPP AND MAY NOT BE <br /> Catalog PUMP ON=64:00 <br /> N' ' �` �' '��' � Type Length 'I-L&_5 REPRODUCED OR USED WITHOUT WRITTEN PERMISSION. <br /> 1Y+iR5EFts!>xauxe.seat` THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION <br /> wH -91-Lt5 112 11t 1 1414 j2- <br /> Manual 2fr 1aU UNTIL SEALED AND DATED. THE END USER IS <br /> W095-U'146 112 208 1 1/44 Manual 28' RESPONSIBLE FOR CHORD€NATION OF FIELD CONDITIONS, <br /> wlII�-n-us 112 2m 1 1414 mmumt so DIMENSIONS, AND WORK NOT OTHERWISE SHOWN BY THIS <br /> WHN5-11I-054l& 112 115 T 1W 04o-aamd ki& �u DRAWING. <br /> I �� ISI , 1 f n pI11 'N!1#Cw- _id's-11117 112 2W 1 10 Ajr-Tama `?01)1PUMP OFF-63.00' LF uJ u A l �OV V I LAN VIEW WHRS-21-nS-Wu 112 2�rp 1 1w4 A n"r 12E• m ENGINEER'S SEAL: <br /> tiweui .11la_irC..�.Ian 4h 11110 <br /> SCALE:314"=1'-0" R..R....r....�� kr� �.., w ,.�� z k�k� a w QR E5S10�9 <br /> mLsml�IQ 20` 80 �Q <br /> CC! WHRS- -Ll5-LfL� 1I'Z G50 3 ,F 2 Manual 20 80 <v� W` F <br /> Ml1im-53-us-k-i" 112 &T; 2 2- Manual, Til" m <br /> E-7-TLm BOTTOM OFSUMP=62.25' � <br /> yVF1i Z1 '► 3V4 2 1 1A14 2" Manu�aL 2U' f;5 d� <br /> 1 utga-21-a - m 314 2m 1 I fin z" Manual. 20" 85 � <br /> L 4813/ � <br /> wlrt7-024&L, 314209 3 1b14 z' maduat U° as Exp.Ofi/30/19 <br /> • • • • • • • o WHR743-054 b 314 230 1614 2- Manual 20' 85 <br /> 1111111110412-DS-10 314 460 14(4 21 manual. 20' 84 S'� STRf1CT1SRP� �@ <br /> j, W110-53-05-iA 314 575 3 14VA 2- MamuaL 20' 85 T <br /> W11N1t1-GrI4115 1 208 1 14A 7 ManraL 70' 90 �� OF CALF � 10124117 <br /> I 71Lrn_ y f '9LJ6 7- 61Ynkk 7n" gn <br /> 11i1l11R10-21-C[S-r<Id 1 230 1 1 2" Manua( 20' Si0 KEY PLAN: <br /> N YMC�t7Q0[1-DSLfi 1 2M 3 10/4 ;r Manual. 21r 40 <br /> V <br /> 11F23-I�r[1ri� 'v 230 3 10/4 7"" Manual 20' an <br /> H-20 TRAFFIC RATED wlrtwn-r -11W�,L 1 4W 3 1 W4 •r Manual 2[ 90 <br /> STEEL FRAME 3 1014 r Manual At q!i <br /> (2)MYERS 112HP PUMP MODEL 12" 114"MINIMUM CHECKEREDTHICK CONCRETE <br /> WHR5-43-DS-LID OR EQUAL <br /> SLAB WI#5 @ 6"O.C.EACH STEEL PLATE <br /> WAY TOP&BOTTOM. <br /> I <br /> ROD � L 4x4xl14 <br /> � �-- - 4444 - - <br /> I f <br /> D" UPLEX L� <br /> f - - - -L4x4x1f4 <br /> _i 4444 I € , <br /> --- <br /> - RECESSED HANDLE x HINGE ASSEMBLY <br /> SCALE:NTS <br /> I I, <br /> °? JI JI PROJECT NAME: <br /> I — — _ �4x4— — <br /> - - - - I IpF(0)F�OSED 509K <br /> I <br /> IAVAREHOUSE <br /> � =— — —L 4x4x114 <br /> - - - - - ADDITION <br /> DRAWING TITLE: <br /> 2'-6k, <br /> Details <br /> CAD FILE NAME: <br /> 16157—C9.0_C 1 O.O.DWC <br /> AC',_,Z_'� E M ANWAY � ��� SCALE, <br /> SCALE: 1"=1'-0" <br /> JOB NUMBER: DRAWN: MI SHEET NUMBER: <br /> __.__..._�. <br /> 16157 DATE!3/21/17 C9.0 <br />