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HomeMy WebLinkAbout1583-20r - t - s I �• - �, 30 MANHOLE FRAME COVER PER CITYd. d N . I OF FONTRNR STRNORRDS (NO PICK HOC ES) �� •o ' • : PUC PROVIDE NEOPRENE GASKET BETWEEN _ Q�t FRAME 4" COVER . ( TYP.) l ►:.° '.' GVRTE.RTIGHT JOINT Flt /i2 " GRour �¢ ,BFT6V EEN (TYP. ) a 17 4 1 00 P, ST�'PS /VOTE :� ' °o • : WELD STRIP (TYP.)00 ., 978 ry,P srEPs sHA1_4 45E 978 . •..•°oo 00 SOUTHkEST STANDARD CAST -/N- oUv PLACE PLAST/C MATER1,9L , fISTM TYPE // GRADE 43756, ASTM 6ROUT . • • ' GROUT �y °' ' A -B2 AND ASTM C-478. SEE DETi9/L RT R/GHT r //vV C? S o //v V. 974 - 97.4 s DETAIL SEE DETRIL AT R/GHT I V t 0 6 NO SCALE f r N o 9 PIPE 0. D. 9 • 8 " P. l/• C. DENT SHALL CONFORM TO ASTM > 2-6 D 3034 SDR 35, SHALL BE INSTAL L ED /N COMPI l ANCE ,t p0' TURER IS • _ • I Wl Th/ i96TM • D2,391 AND THE MANUFAC ':e cV Z o ► Z • • : �' _ ap , " - UED SrTHE � `� � � •� 4°' ' 970 RECOMMENDATIONS , AND 6E APPRO _ •:� SHELF 970 Z'k ENGI NEER . 4 2 C. P. z � ° • CL/7S�' Ar ' r. s i a w CONC , /7 T/ 4 WARP ,� �Q w� • • ; 42 BoTT ,' ,+ s m N LOW W W °a U. C. P• o/,, j �. 40 BEL L 0.120 / 3 + • . } SEE n/4lE o o o� v . • Typ. I //Z—Z/// ° DIRECT/ON OF BELL (TVP) o z `'� . , • ° # 6, TYP. EACH SIDE' FLOW ' . Y . , a •• O Q 6 l2 "TONG PIPE ,4 CLR . • - o (TYP) r , 966 0.120y o ' 966 24 V CONCRETE, v� EL. 965, ENCASEMENT' _sZ, e �+ I kj I 2 DOME HUB 6 NO SCIME 0. C. L.il ! 9 R , .#• C � • r .l , f . 'O • • p` p • , -r 0 R p •. � f .• 1 t 962 0 . FL OGS/ o q . o . o v • . ,' •� , it �� Ilk R. C. E. //543 �' • . �q ` { t �, N v EXP. /2-3/-92 q •' V •�� •' f, CONCRETE ENCASEMENT Ih Q (V z Q, �N CONCRETE ENCRSEMENT CONCRETE ENCASEMENT 95 8 . I r ' • • • • . • • ; . ` ", :o .. . • 7 _ EX TEND BOTTOM BARS 2 MIN. STA. 220 t 70.(02 TO 22I -f• jl' . 58 N 0 h �! SEE DETA/L AT R/GNT /NrO CNAMBFIQ w6f (Tyr) � � a` 4` 0 N Q O ap . .. • � O, h SEE Dk7RI L RT R/GHT ;. d ' ` :r` �' •° s N �, �, oN 'CONCRETE • -6� O ~ ENCASEME NT.{ NO S69LE' o' 3'- D" 3- 0" v L W 1 k. �i i r o fr• '• J - 6 JOINTS 4 - ,101/V TS > - 6 JOINT 2-¢ . oo L.F. 27 Vee 12 /ICP 6 JOINTS 4 - �' �/V Ts ! - 6 .10/NTS ° o; N BEVEL B�'1/EL. �',ACH Jo�NT 2 BEVEL 2 BEVEL BEt/4c EACH �/o//VT NO ,BEVEL `�' �o '� o ' - °d° :; ' " ' oo ; •. • . o' ' •. v : MANHOZ E OPE/V/NG,' Z ° ' •_ �„ STEPS BELOG(/ r FORMTROUGH ` , ` •Q / 'SHELF' -->! ,I'A•;;.�� ..v.; , • v, / d . �t ' 519SE FOR � I p i � a { SHAFT (TYPJ 2 - 0 NSAG SEWERPROFILE rr ER G SEWER g _ GR TE FOR l2 D/A . S - TO BE 114 " TYPE 3/6 ST ONE ESS STEEL SCALES HORIZ . I = 6 VERT. I = 2 ONE PIECE WITH HANDHOLE I � � � I — . NOTES: ?/%C.,n / I .�. . a • FOR 2 7' DIA. �'RG ,S,E`G✓ER 4 ( ( cS�l✓ 1 7 1- P• U C. H L L BE APPLIED TO PIPE WITH A STEEL ,BAND PR/OR TO 5 l2 0. C ' ' ' . . ` • • � S R EDGE • OF CHANNEL SHELF GATE LA TO BE 2 X 6 REDWOOD ,80ARDS MIN. HE /GH T • . ; CRSTING MANHOLE MSE. �o - c, po : : oo • .'P . ` FOR N s o A • • • • ' ALL � � AT SHELF' L E!/EL • �'H� L F c ' w • I 3 ASS 8 r. Ft.00R o, 90 •o • , .'o 2. 6'RAUE R/N6 'TO BE SET /N CEMENT GROUT ON TDP OF P. U, C. LINER. . 3 /e HOR1Z. VERT. F/BER6L I . /� OND BREAf�ERS . � � AMOUNT • ' .' • • • FL QI/V 5 �oa, '°i ' 'r'• •° � BET(�/EEN ' I 3. P. U.C. PLATE LINER CUT INTO SEGMENTS, PLACED ON TOP OF SHELF _ GUIDE FRAME (PAR ( ' — ao o° EIVC19SEMTNTS { ` " IONS 11251 JERSEY o a . ' r611T rED T06ETHER AND JOINED omy 1 WELD STRIR. BEFORE ShIAF T FR8RICAT • ' • ` �:♦ o,C PU. ' ' ERECT/ON SO AS TO BE SECURED BY WE16HT OF SHAFT . ,BLVD • CUCAMON6H CA !.'. P ; '� D/Z APP¢o V� �, j I Y • �•/HER ' <TYP.1 e1" �Ty® •.i' • ; �. 4. FIELD WELDING STR/PE OF P. U. C. LINER TO BE RPPL /ED AFTER F AL TRIM GUIDE, AS REQ D • ; � .• � � �' Q • • �• � CU/' F/BE'R GLASS FILLET TO •� �� •SHELF .o. a o o• p "- • • • • • • i , ; CONCRETE I S CURED . FLUSH GV I TH CHANNEL . • • } i : TO .BE o . • o .. , • , . _... , , • . UE A M/N/MUM 0 • �° MATCH B0 T DM OF CHANNEL ° .. ° o .. ,a ' ' .. A� r L • - 5. CONCRETE ,BASES SHALL B�'' CL ASS A AND HA ' GJAL 1. . , • ° o a .,. d' x 6 PRECAST CONC. Mf1NHOl.E COMPRES5/(/E STREN6TH OF j000 PSI RT END OF A8 DAYS . • ,� o i QUICHSET- SER/ES .4.50 (6 ' 0' x 6!Q) ` 6. No HORIZONTHL CONSTRUCTION JOINTS RRE TO BE MRDE /N — — - USE 318 FOR 114 • ° ' ' OR � ffPPRdUED EQUf�L CONS TRUCTfD • __- "� STAINLESS STEEL GATE • CHANNEL 'opo MITERED ✓0/NT AS REQU/RED ChAMBF , BASE . _ = BOND bVIT AR UE' �` - ;- .-. •-1" r . . _ .. `' H PRO !> RESIN! , FOR AASH�'0 1� 2 � DADIlV6 7. 5,403 SZ `Ve �2oF/L � lie )aT� m Th/ 27 "D/AAf,676 R .114 " CHNNNEL (TYP. SEWER htt� T CAM �' SECTION •4 P/PE orv[. y v p a CALF l B B. 8O7ToM OF oUTLp_T CH�M�Efe To; �E WWRPEI� P07 -H LoW • . PO�/VT .G©lZVG /U//\/G "MH /LAVERT_ Ol.142'1.�VC.P C0A1N6'Cr11Va TD } ' • ! _ Gf�'AMBGR . lOLUTG�T Gf-1,4MlP%a:R Sf-1, 4GG /V07' 1-/AVE A /N�/R -ANo BULKHEADSLOT DETAIL ► J v 1+ OL /NVERTG�yAT/v/VS S.4LL p>� 7'HE SAMA Foie BoTf-s S4v - -' 5 NOSCALE • ryjt • d FCITY -OF FONT NA . ,CA IF R APPROVED BY { ; - ARCADIA (818)447-4494 , . • u tinEngineers � SANTA ANA (714)250-5525 PUBLIC WORKS DEPARTMENT • - 'PALM SPRINGS (619)320-4226 DRAWN --BY _. r' SCALE d 154 3 ti RANCHO CUCAMONGA (714) 989-8983 R.E. � • AS' SH WN .r QAMAR I L LQ 1 (2ECORD CRAW INC7 . ��' ?�,ry, ILLIAM D. LEyV,!!,Z EXP. 6-30-89 (805)388-2344 r e /� - - SEWER - DESIGNED BY : , DATE - 1 ,NO. DESCRIPTION ENGR DATE CITY DATE ' f ' PRO, tLE DETAIL ' 3 e/- , APPR APPR. SCALE FILE NO. - DESIGNED BY TH• CHECKED BY S,H, y ,i ► CHECKED BY DR. NO.: =SHEET ` r AS Sol�/N , I¢OD. ,, Zj h.1 . REVISIONS DRAWN BY MX DATE 3-/7-88 ` c '- . � APPROVED .. r ' CIVIL. ENGINE R. ,15 3 200E 23 - ; FORD GRAPHICS 080 ---- ---'' t S i r