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HomeMy WebLinkAbout1631-5#-74 @ /z ,/ tlrY.-O) llv5r,4L L 31 -or — STEEL STEMS �E.P C,WL rle"5' STD. 491PA!11/NG ,D 72 CONST. JO/Nr Ae¢ 1F /Z // E.It'PAiVS/ON -Io/Nr & 4t @ 6 ,/ BO Th/ 14/.4 YS PROTECT/ON BA.P SEE OETA/L 3 ON TH/S S11EE7- � /NL E7" ,4NO1OXP OUTLET P/PE (10,4Y BE /N ANY /�Y�4LL,l nT ./ _ 8 // FOQ w v„ = S , /„ TO "10 , /UNG ESS OTf1EPN!/.SE NOTEO.� ��P�U/VO �/f�E, CONCIffr,K7 .57QEN67# CT/O 5//f1LL 4C 4411V.9" PSI E 28 P,4Y-5 NO SC,4L E l✓--> t L• / c l/a THICK S TEEL PLATE PRD V TOE .SL D T FDR A NC 14OR BOLTS f GRILL FDR SUPPORT BOLTS. 5/6" 7W. {'VEL DSO 5TZEL PLATE j� ",PCO/US • .. •i:• .�' s : �•. • • suPivoRT 50LT 4YV 110 564L6AIR ' � ET � �iVf-/E/Y Ot!/TL E r P/f'E E�'TEiVOS p,POPp• /1/ /N7 -O O!/TE,P ,gPiPON �l00 3 � 4 ,qs !/1//SPE I1�1 ESN r�ON ? 41 .� , • _-- A00 2 4 ,8 Bl4R57 mill NST, 4Z Z � ,,4NIAA- As syOwiv ON o`vGs� / --- F,PAiYIE 9!� COV4E ,� / P�.P S B. COON �L �/ V t1146 IV STD O!/YG• 2O � S - TYKE B CA BS 511V DP OR 1 AIL Zo sc�l E ----- NOTES: 4 I-hiattion Structurt No. 2 is toed used when 0 D. of 13 is greater than '/s tele 1 0. of 0, or 8 is greater than 24 Inches. IS shall not esued s/• D. Of 39 inches. s, N_ _ _ �� NOTE: No` more than one opening shall be made In one taction of pipe. 2. Values atA, 8,C and 0 art shown on project drowongs. Cleva►ion"R"and " Elevation S"are shown when required per Nat 12 'III 3. Elevation S applies of inside "I of stsutNlios. of Nruclure r 4. Breakout limits shall be dtttrmined as fo1lo+Ifs: 3' k`.n.j N� ;- 11 ', ♦. Upstream Limit - At the intersection of the outside of the spur wall ,, ► , 11 j _ _ _ _ _ _ d► with the main lint oopt wall TABLE OF VA UES FOR T e T tL• T T JtrwAe IA7ie ,♦ - , . �� 15" I le 5" 21 ♦ ' 24" 5 27" 5 30" Conc►elt Cradle-•!. i =i E and;.F bers 36" , S E awd F bars shall be carried to a Ssinf not less than J distance from E� •5; t-oc.-_ - 3" Moo PLAN $J' cmtorIon*. J = ?AIR 0 + 6 inches. $$a Pt SIU► t ► %• 1/4' I �' i "t S~ �� `Tit 1Nrs ' 17, iia* Pare IA , ♦ 3-14' O.C. i At Z -=__�' �• , Reinforcing Sleet Ars 04-6"O.C. TABLE OF VA UES FOR T 8 T 12" 5" 15" 5" le 5" 21 5 24" 5 27" 5 30" 6 33" 6 36" 6 ' S E awd F bars shall be carried to a Ssinf not less than J distance from 34 Downstream Limit- 6 inches downstream of the inforwfien of the spur wall with the mein line NN well. The opening shall be rectangular,, cul normal to pipe surface and without damaging reinforcing. steel If a joint in the mien line pipe falls within the limits of the cone' eft cradle, provide a Concrete encasement One fool above the t�0 of the main line PIN to the limens of the credit. 5 The transverse reinforcement in pip* shill) be Cul of center of opening and bent into top and bottom slabs of spur. 6 The main iin* pipe shall be cradled and sneestd on 1: 3: S cawsits mot. extending langiludinolly 12 inches belyond th* lirm►ts of br*oroul (See Note 4); and ►ransvtrsely a distance Of H on each side of the Cenlerlint of plot- H 2 Va 0. D. of pipe + 3 inches minimum. Creole may be omilled on side opposite lateral inlet when constructed in connection with existing storm drain. ' SECTION Z -Z (J.S.) N 0. 2 f�OL E /N STEEL -A' �i2 " oiq /1�EL SOit/ sT�O AiVC1, �FaZ L W,: t_ D> PiPOTEt r/O/V B.��P 3/4 '� OJ�9• -(See note 5) �FUL L fYEL 0� 1/4 s- ` I See SMNerw __S" S1 hewe" Ceaw of hole to be I"ofyl fr0.0. of DI 5 of cvRB �PF'��1NG DETA/L NOTES 1. THE STEEL PROTE"c T/ON B,414e 5y_ STEEL PLATE Sf1.4LL BE /NST,IL L EO 9'- ET EACH ENO. 2 .SNYP/CEO BUT A/0/7- 7-0 OPY E.i'CEEO 7' ON CENTER, 3. SUPPORT BOLT Sh',4L L BE ,4L fl,9iY1B.P,9 FOUNO.PY h' -/S72 O.P APPiPOliEO 4 STEEL PL AT.: Sf1,qZL BE 14L 11-/Ay1B1e,4 FOUNOPY 9- 39// OSP f�PP.PO!/EO 6QU,4L . 5. PROrELT/ON B:9�P Sf/f�L L BE AL f/AtilB�,4 FOUNO.PY .q- /S6 S USED pY/TH AL.4/,4iY1B.PA A- /577 ENO ,4N�h�D.PS OSP ,4PO.P0l�Ep E(1UfIL ' 10 16 14 - �• LZ 7 Reinforcing steel snail bt per 2-01:71, and pieced 1'/1 inches clear from I--- 7" sg4' y Le?' 7� face of concrete, unless otherwise swovw. i3, _-- ► r, i%awd E1ge I �- 96' N S E awd F bars shall be carried to a Ssinf not less than J distance from 34 ' -" t 3• A' - 3" Moo PLAN $J' cmtorIon*. J = ?AIR 0 + 6 inches. 16' t ► 1 1/4' 161* 9 Contrett strength shall be 3,000 psi at 28 days escep/ as otherwise I 1 17, no tet . 10 F►aor of structure shall be sletl-tro.+efed to spring fine II whew Junction Slruclure No 2 ,s specified with reinforced monolithic arch -=__�' �• , Reinforcing Sleet storm drain, value D shall refer to the clear span of the arch. . 'MAIN LINE STORM GRAIN I d __ ;, Tie Daprs barsOC I- Reinforcing steel shelf be cut .end bent into Junction Structure in the same R. C. Pope at reinforced ', ►-•----- i /Tie J 1 i monr•r as for pipe Concrete cradle under reinforced monolithic arch is squired. ~olilhic arch -"' } I -, I ` _ _ not r 12 When "R" Elevation "S"ore inlet , 3" - .'�icw , h a� �• o.._ "41 o: Elevation and not shown on project drawings, -Tit born Theon j� i I 'I-- pipe shall enter main line radially When inlet pipe emrtrs main tin* other than "S • ' .. - - •—' *3 le' 0 C ,',' I i'/i , ,�'- ' `. I 1 ' radially, ElevoUon shall be spawn on project drawings, on inlet pope shall be laid on o sero/ ht grade from Elevation "S4 to catch basin w grade break Round II bar m ' i �• line Elevo$ R" drawings is to Spring line- i' Edges.(' " #So3 O.0 in shall be shown oh project only when stub in into a y _ + 1 I be provided main line for future construction of popt intorostO Ivens T - -- - �- - - e -T i i ' ' iEler_. R t3• Stations specified on drawings opply at the It of center • .� , _ -r F bars" Ir - d wain ire and laterals, except that sMfions far Coktt basin -OWWnCtw o e 1:3:5 !: \ Elev. S \�` __- �_-- ', #5-3 OC / \ s pipe apply d inside well of structure.: 0. Concrete-- • •_ . - .....�- ..: DETAIL .... SECTION M -M 1.35Concrete 'un.itlur►t. JUNCTION STRUCTURE earth' SECTION Z -Z (J.S.) N 0. 2 f�OL E /N STEEL -A' �i2 " oiq /1�EL SOit/ sT�O AiVC1, �FaZ L W,: t_ D> PiPOTEt r/O/V B.��P 3/4 '� OJ�9• -(See note 5) �FUL L fYEL 0� 1/4 s- ` I See SMNerw __S" S1 hewe" Ceaw of hole to be I"ofyl fr0.0. of DI 5 of cvRB �PF'��1NG DETA/L NOTES 1. THE STEEL PROTE"c T/ON B,414e 5y_ STEEL PLATE Sf1.4LL BE /NST,IL L EO 9'- ET EACH ENO. 2 .SNYP/CEO BUT A/0/7- 7-0 OPY E.i'CEEO 7' ON CENTER, 3. SUPPORT BOLT Sh',4L L BE ,4L fl,9iY1B.P,9 FOUNO.PY h' -/S72 O.P APPiPOliEO 4 STEEL PL AT.: Sf1,qZL BE 14L 11-/Ay1B1e,4 FOUNOPY 9- 39// OSP f�PP.PO!/EO 6QU,4L . 5. PROrELT/ON B:9�P Sf/f�L L BE AL f/AtilB�,4 FOUNO.PY .q- /S6 S USED pY/TH AL.4/,4iY1B.PA A- /577 ENO ,4N�h�D.PS OSP ,4PO.P0l�Ep E(1UfIL TOP PLATE � �A>� ail Cl/Rrt� O�� Ses detail for 4N22e,49 a� JNL E T SUMP D/MENS/DNS IV 7-S. a Risen DIAMETER A 10 16 14 `4 -1 Ii �• LZ 2 _�9' 7" sg4' i?�• Le?' 7� 90' i3, - tl. L 96' N IO.ft<• 34 Ind' TOP PLATE � �A>� ail Cl/Rrt� O�� Ses detail for 4N22e,49 a� JNL E T SUMP D/MENS/DNS IV 7-S. a Risen DIAMETER C.&F.. SAUff Is' to 21" 16 14 so" t e Nl' 42' to 44" Is 10 31" to ss" r. �+Dar" II low n pleees I�..i1�tR, k. - t� � � � ;'/I 644. A-- '/!' std. pipe or MW ~ boo 111111 V � \ l 1/4" x 2" Wide mow• �t C.S.P. O.D. I I "iv la tl A4CrF/L L '45 .5PEC/F/EO TDP OF QEDD//VG "fi" ; E,YC,4YA7-/0N 717 Ty/5 L/NF PEVA-fl 77—EV GENERAL NOTES: 1, REDOING 'A' SHAH FIE COMPOSED OF SAND, NO. 3 OR NO. 1 CRASHED ROCK OR GRAVFL, OR OTHER GRANULAR MATERIAL AS PAT Fit SPECIFIED OR OTHERWISE APPROVED BY THE ENGINEER. THE MAXIMUM SIZE RFK* OR GRAVEL SHAkl. BE NO. 3 FOR PIPE 27- IM UTAWIER AND LAII:;111, AND NO. 4 FOR PIPE SMALLER THAN 27- IN DIAMETER. BEDDING 'E" SIfALL 9E COMPOSED OF SAND OR OTHER GRANULAR MATERIAL AS MAY BE SPECIFIED OR OTHERWI'SE'APPROVE.D BY THE ENGINEER AND SMALL BE COMPLETED PRIOR TO PLACING BALANCE OF BACKFILL, 2. LASS 11 BETIDING AND BACKFILL AROUND PIPE (LOAD FACTOR 1.8) A. "W" AT SFi"N3'4G LINE SHALL NOT BE LESS THAN THE f01LOW! MG: 6" FOR PIPE 60" OR LESS IN DIAMETER, 10" FOR PIPE 63" TO 108" INCLUSIVE IN DIAMETER AND 12" FOR PIPE LARr,ER THAN 108" IN DIAMETER. THESE DIMENSIONS MAY INCLUDE TME THICKNESS OF ANY SHEETING. e. WIIERE COVER IS 10' OR LESS, "W" W ASURFO AT THE TOP OF PIPE MAY BE A'tY DIMENSION GREATER THAN THE ABOVE SPECIFIED M,N94JM, UNLESS OTHERWISE SPECIFIED ON Tilt PROJECT DRAWINGS. C. 10 LRE COVER IS GREATER THAN 10' "W" MEASURED AT THE TOP ^F T•tc PIPE SHALL NOT BE GREATER TiTAN 10" FOR PIPE 108" IN DIAMETER OR LESS, OR 12" FOR PIPE OVER 108" IN D'AMETER UNLESS THE CONTRACTOR AT HIS OW EXPENSE PRoVIOFS CASE 1 BEDDING OR STRONGER PIPE. THESE DIMENSIouq iNCLUII[ TILE THICKNESS OF ANY S►if.LTING_ /g O/A. A•1/N. r 64FOPING 'i4 " BEDDING MATERIAL BELOW BOTTOM OF PIPE SHAH K 1/12 0' FOR PIPES 39" AND tA1AR IN DIAETETR, MO s" FOR PIPES LESS iHAN 39" IM DIAfETEH ., " NO CASE SHALL IT BE LESS THA1116 04LON ANY ettt ON COLLAR. NOTE SCIlt[l) BEADING 'AI TO FIT CURVAIURE AND aul01 OF PIPE. En'E OF SCREED AND THE ME T"00 100 UN TO et API'ROVEO BY THE ENGINEER. DETAIL -- R.C.P. BEDDiNG ---_ Ai*%f X yy For oullel see Standard o / ' Catch Basin plans Varies to suit /Plain or reinforced p •: �, / conditions r ; concrete pipe or C.M P Main line' to • � , i t• 0 'Catch basin Floor _ �- min _See Note 4 e'�I I^ plr1Ot* I DE TAIL- PLr.TE STIFFEWR / < -Z / _ r ' _ > Plain or reinforced I h i , , See Note 7 See Note 7--, - .6', cont. pipe or C.M.P. ' - - match top plate -Std. poly. Corin- BOTTOM VIEW I I `71 tctien bend. CAGE RETAINER RING ♦moi � �• j_A T-- PLAN k3edding of j I ' ♦♦, � � -,IS 420-C- 2000 inlet pipe to., B }"min - r - Conc. encasement -Connector pipe ml i n 420-C-2000 A 0•• Elev. S. q See Note 4 ti 1-V p concrete or j ° p• ' ' see note 3 ' 4"Min.••• ►''- ,Clots "C" mortar so - J1 �" r Conc. Collor compact soil to ..� �' Y B _ _ - --- I relnlive density ,' , I1 -- -,is 1. /-C.S.P.-* -R.C.P r^ D.d -R.C.P. Iolt � requioed by '�i' 1 ° '.p:' CASE 2 vl " SSI C S P, — % specifications - > Pipe bedding ; — :-' - �!. � t - — /� T Note. All connector pipes (within the angles specified for Case 2) f t • r � i 1 Undisturbed eorlhl--`-///��� � shall be encased ween laid within the main line excavated _1___ - __ ► , trench, or when laid on fill which hos not been densified. SECTION Slope to Biala --� _ -� ; � ��; 1— - � o� a ..,, -- SECTION B -- B �, . I ;, j I ► ° NOTES CASE I AND CASE 2 CASE I CASE 3 -SADDLE CONNECTION iii - - ' _ Main Line I Angle A shall be belween 45•degrees and 90 degrees and NOTES, CASE 3 vJ o. _ 4" 6r�M ALTERNATE JUNCTION D shall be 24 inches or less For smaller values of A and I Connections to pipes 21 inches or less in diameter without _ f ._-- 1 - - `t L6.".�I i ,Dry pack larger values of b, use appropriate standard structure. junction structures or precast Y branches shall be mode 0 - _ ('mIA II with saddles 1 " Cluss C mortar - Cont. slob/ � I 7/e �\ 2 In no case shall the•oulside diameter of the inlet pipe ex- 2. Trim or cut saddle to lir snugly over the outside of the ELEVATION 2 I/ "x 2 fl "X 5/'' Teflon tape—_,..�+--+i� ptb�,. B teed one - hall the inside diameter of the main storm drain. main pipe, and so Its axis will be on the fine and grade 2 2 8 f. v �I of the connecting pipe Steel uar0yp.)--� � O� 3 Center line of inlet shall be on radius of main storm drain 3 The opening Into the pipe shall be cut and trimmed to NOTES Ori and weld _ _ M ' I `� except where Elevation S Is shown on project drawings. fit the saddle so that no port will project within the bore I. Riser pipe shall extend to"Eley. A". of the saddle pipe 2. Elevation A, Or, 01, L1i Lif ars shown on plans. 5 �� u— ► y 4 The opening Into the main storm drain shall be the outside 4. The connecting pipe shall be supported os shown in Cases 3. Corrugated steel pipe shall conform to AASHO M-36. /g X /8 pOCer_.-.0 D 1.,��� 1 r Y �� 4. Grote assembly shall be gal�o�+irsj �fter fabrication. - _____ diameter of the inlet pipe plus one Inch minimum or 3 inch I and 2. S. For D1S4 and larger, weld lh IIIS x k angles to plots withl"wNM d6"o.c. ;/2"aJltn boll s' , o'; j� --Buckfill �1, J maximum 6. n- number of bars on grille osvoliff y. ' 7. Go" of pipe for diornohr De tlhotl be Sano as for ricer. f!. mhw and stub swi be shop fabric atsd mw1 galvanlred after rrtldhtq. ° Pipe bedding 1 5 All corru oted metal pipe and fillings shall be HOL D -DOWN -, - SIo•Q ' 9 P P g galvanized L= Ti;9/.� .57 U r�r'E Ars NOTEg ' I - -eft r 4 _ 0, M I- IASL f of values fav 7bre ran this pan �' 2- CENTER Of MANHOLf. SNAfT shall be located over center line of9torn. i I I ' ,. times to be mundad , ' I to 3' Radius r - - -�•�- e) �tonul cxftsA:/e Broin whet, d,ameher Or is 4/3"or legs, ,n which core place f LA7rs Sym i 8 aII I f n►etrrc(y// oround-%aaftof45 withcenterline ondcmrtJbars •6, t l.Inr's I — I _L ' ' " � �` • Pose c �r cn, a Ie re y 3 '3 __ - - - 4 r r ' 3. Of TA IL A,f When depth ofmonhole morn sheet grade to top of ticu "" I •4, H bo; :9 ,.s /e.9s that 2` 10 !i'rdr poved.itreel a' 3'-6' fbr unpaved 3treet,constrt. A�,, _ _ tt I - lrbaius -l D. ofJpur• r or t � � I" 3, 0" f,,,,y nx)f,oht/ilc 3hafrY ,).9 per Detail Al Sew" foronydepth of/twnhole may _ .3'-0 fnaxir7u/r� `_ - - ^ - J be coo5trucledo3 per Gtetall M. When dlameTer D, rs 46"ar /ess,centy U bars -1-3 04d Dior? 4 r 'long of sl►o ffY nroy be loco ted os per note 2 / 1. 3 ac c(-v)Y odd'I. bots 3"o c - 6'bc to in3ACle edge PLAN 4 THICIOVEM Of OECK ,VVH Wry when necessory to provide /eve/ prpesect Tie Lar - ' " ` -�� - -' - I = ; - of n ranhole exit shall not be less than tabular Yalue3 for f sho wn on this plan I 1 9 a1 I I (Rings and cover not shown) 5 Rt"INfORCiNG WEL to be per 2'0171, l •clear clam fbuof concrete fie bat, I 1 Yreet grade Concrete rings unless shown otherwise Omit tho 3 tep 5 x I' Ring lea t Max Min 6 STf PS shall be 1 ' round, gol vani zed Steel and anchored no t less rn powd streets r rof. air d sti it" 8 Aron W laches in the wells of.5tructure Un/e33 other wl3e Shown PLAN H bar Y _ ' 1 uiWvcd _itis 16' 15' l/,e 9/aoc,ng shall be 14"% 15 0. o( -4.77v Acov .5tep3hla11notbe mofv than (Shaft not Shawn) 16•(dlr` pard shicwh '24' 16 6 tl txrr - - - 2' 6'above the invert. Tar. St,1 DLg 2-0 96 22'firtrtpoM�/slreels' I "-' i Voroble I- Q1N65,RE000tQAN9P1Pt forocce93shaft3hoHbe,SE Wlnmof,tor Sh�eetgr,ade W"I)Ole numeal 6r i ``t_ 2'1 - - f bars Unr/ „ant/ pointed of, wiped rn5lde Are s�apft. over ;Pion Iib 2 DMB! -r 71 1 i; t ,.I tx„ s 6 SIA l /ON3 of nx7nho /P,.9 S! rows ori�c I/nn app/ o f cen ter of sl ar t 00aly 3tl e/ r - Caacnete rrr s 0fXy /2 "/ylAX• : 4'y' r ,f t Round /� Mc�tierrs slx)wr, otsto, rofi3 rte/'er to prolt�Edli)wrtglux*line_ 3kL`•nJ - - - _ _ ?4'. , r�educer,Pk7nA�b L Ulnr (TYR> •' t l Cic�l1 of fnunholtslanl/; Steel troweled to -springing line - ' F ey t c Std Di.q o3 0' w, _ Minimum 2'Jo with in ' , � w V 1100Y of fnalihole Shall be poured in one col rfinuou5 opel vtron. 2-0-96 ved3trret.5 except ttiot o cofx5trn/ctiar orf)t wftho to itudrnol ke wnc mac --- Mrninwrn 3' 6"with ° �, �, be �cedot the spru a line y J J , , — 11 pp T AN gg ��qq P /l 3x2 -Pi S t• Z. I tarpared stree ts a �_ LLNG N L D fMBfDAIfNT sholl holes the tb owing wlues 4• See Note 3 DETAIL. iVi unle33 otherwf9e s/x�w„ on plan •. f bar.3 fbr• UZ -Wor 1e95, i. -5',6" P-5' a; 'Round- `Tie bar (See Note 3) Ve over,96" 1-6'0', p'6' e r' 'J bar3 L niuy be incfvosed or loco t Amor of manhole Shi fted to free t pipe ends ©.SpriAgng line Inlet e%Ivtion • f opplilt8.9 at this point 41104, IH be boll= ntrt ; to "" Lie u�E'd w/aero Uz i3 SECTION A -A '60"cy'ove'' Pipe Seat level �f bar i ..-5ee_Jbtg 4 f 1, '..0 rn TABLE OF VALUES F0117 - OR7- D2 F f D F _�9' 7" sg4' i?�• Le?' 7� 90' d 45" 7 96' 14' 48. Ind' 1) 5r $J' i_U6' 16' 54' 9' 1/4' 161* 51" 17, � 130-_ 17 When L grooter reran ttnt Shown utt w is .5A*clfred• 0 bor-1 Shall be con t inued 6 "o c l2- D 8AR5 ,?boll be 1*4 for D? --33'cr le55, 05 for Dr, 42" to 64 "iocluwve and No 6 for U2 -,90 "or over Tie bora sho ll be 13 bore 13- f� - 3000 p.ai at 28 days /Q- (•enh.�rlir►e caf inletllipe to rr7hersect insAifa Rx:e of r_or,e of Sprrrxl,f : line un1e95 ofherwl5e shown oROFESSIQN �Coafir/ue�/ 6e/os-v% - ��,��`�• C NO l �C ti DETAIL— w .26229 MANHOLE Noe 2 1 - - - Grodle points N . T. 5 . •fr CO v�L ��� See None 8 ♦�jr Or CA11�0� TION 8-8 ' • DETAI L ' Q. '-'o' _ 14 6 If Angle B is 45 degrees or less, use Case I If Angle 8 SECTION C -C SECTION A -A Is greater than 45 degrees, use Case 2 CASE I 7 Burn or chip end of connector pipe flush with inner surface JUNCTION STRUCTURE of mainline pope Round edge of concrete pipe or reinforced concrete pipe W.S.) Nos i 0 8. Station specified on drawings applies of the intersection of inside wall of main storm drain and center line of inlet pipe W. T. 5. g 5X1" ri"Scat � � � street grade __r -.--I '♦-1 : Edges to be rovr►ded Omit Ihls step Ill _i _ _ Amax min., .'-'t• to 3" Rod ius -- \ Elgvcd streets } __ >� � iFor -paved stlrocts 11" t3�" t _ For unpavcd Stio-5.1 1671 15" t ' + 24 See Note P) -]T- A_ p x,11, `; A _� �� „� ;T - 3 6` .T RECORD DRAWING I = 1' �c _ -� ! ° The information on this drawing is obtained from others and L - . J 7 y ° must be verified in the field b anyone prior t Radius -1.1). or Spur • r_4 _ � — _ > > ... > Y Y P o use or construction. HALL & FOREMAN, INC is not responsible for All steel fttinf. _ T _ - o ` I :,, f = underground facility locations or depictions. All above ground jj _ ... u r•, _ . _ 1 %1 � •W. - facilities can be readily seen and verified by the parties that �..; L ---- - - � � .' ••�•._..4;-. A` intend to use same. p� N SECTION C -C � PLAN DETAIL N PLAN NATES (3halft not shown) (Shaft not shown) H- Hi-IGHT H (in sec A -A and sec.8-6) shall b$ rwtls•s thon 4'-d'. shall b4d f, may be Increaetd SCG Note M rovid•d thot the value or M all bt root lees than the minlmurn spec/ ied d!,li►al flit re,- street 9rre Manhole frame and cover �vicer ahall b: used. far H fin sec C -C) see \ore P f L- LENGTH L shall be 4 feet ale oth raise shown .n plan. L r►ioy be TPlan No 2-D 472 increa..t ar loV.tann at' adv+► �s ri�i�►ad to west give aewis er • �N p M- SHAFT argot:�or+stra•cam•eo ave�►sd Doom aac.s.-C Stieaoril N when depth fi# M -w... tom `' '��¢GdIvanlzed p a3►*ads roti °� .+.x is .es. ,r..r, Z' -ion ter t.."m nmoo-asate t►' -s' Iwo U"Puftleet •� . , steel StCP•y�S. �/) J P- D E PR D -..sy we ^edrxad b t•r1 rstwaolute 1/nut of 6' vvY,en larger' vakAss of as G U l4" f0 15 V.C. tVou:a rca.rGc It (s: f5eG,,,�. -tie 7-L•' or =. »` .♦ i �� ,,,.�.�=,a_r.�,, T -T shot ne 6' for volueo or A up to a.wf ineludin9 a flet. L �tJ v, +,fl �� �� �Ii •,'' ?-•1� 3�0, T shall be 10" for volute d H over 4 fere. 7 Where Pressure Manhole No.lis spectied on plans see Std Ovn7. 2-0210 note 3. 3b RCP ,. u ., w t-. I STEPS ohall btrvund �a vpnirc� steel and onChored not less thor� L inches V y T;-k,?r-Y -r.-�r rhe will! of afro lirile s eN+erwie� shown, preps �ha11 be spaced Ir' 0 15"O.G �i (L It l L Oi ��.: - �- !•'t fewest de shall be rat more then 2 feet above the ledge dt tldc of manhole flour. S" �T� Spa Std. D,r4 2 - D SIC 2- ft - 3000 pal at 28 days 1 3-FrN 'STEEL shall kit F,cr 2-D 171, straight burs 1�"tlrar;F►om 4 PiX tae ar S ; ~ a - 3' rodill`', I aoe of conare'o. t rr11 _ 4 -STATIONS of manhelea shown on Pan app) at center line d }haft. �.levat'ces 4 1 : -- a' OLS V I I1 = I l (' are n .r rih.rl, center and ftfer to the prolong�'eii invert grade Ilne• 6se Nate L i • `.T . _ `.. L.. Q I 1 'e f 4" +{ r war ah ;. lecrt.on. ♦ _ ,O Z III ,+ i I 5 -F=LOOR ofd' rnwnhole shall be steel-ir-weled. = f• Roui►d eriges : ' c , I f i 2 --.-=.i) I n-RiN65 red,,Cor and pipe f -access shaft shall be seated in wtortgr and neatly i of lniGt9 1'' : O pointed' or wiped made pi,ar - ,t s Y 4 I(I ; ► • L, ►1 ,. NoN M �- - _�i;?T-6DETAIL — t- ' �,�;.,:..r.,r; Sce NST 4.► -:• j 11Y1'rr Cdgrs, ,:;(]I'c]CTC.p01t1tT; ! t' - 100A.:: _^_�._,- -- I-- - -- MANHOLE NO. • s i -optional bottom �-' SECTION B- 8 .T. • tet• .• •� = Inlet a4votion SECTION A -AV Loppl►esatthis point CITY OF FONTANA, CALIFORNIA PU6LIC WORKS DEPARTMENT NO?E5: �CONr'D. � DRAWNBY STORM DRAIN PLANS SCALE l5. afera/s : Tic /4><cra/s eNfer an bohh ,sides ALS NONE of man hole , access sha7q ,Shall be DESIGNED NED B local -&d o 6; e, sha be Desi ed ~ 317o REDH I LL AVE: COSTA MESA CALIFORNIA 92626 4675 4► �4, 8�7� A S MISCELLANEOUS— DETAILS / era ><' g - CIVIL ENGINEERING LAND PLANNING LAND SURVEYING CHECKED DATE: an lmlvrovemen f /an as right or IeH- - f' �l S 89 -Aacrrty on PREPARED UNDER THE SUPERVISION Of: , .1CH / IN,=aRMAT/oN -27-9 FM 9 /lo qo C o�� - 8 JOB NO' A VED . 4.lrsi..� DR. NO. SHT. N 0 . 1.' 3810-00 �+ t No. REVISIONS 10NS PPRP Ai DATE o plR� pI VAT OHN C. HOGAN R.C. E.26229 DATE al• CIVIL ENGINEER R -C E 25lZ' IG31 50 F5\