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Home My WebLink About700-D i _.. . r i rqr Y f cc) r V"!• r f f.... fes. / &�.• 1445 14 thA ' € t4A R f =d zcQ Q3:•, 4�:2 - N A EXIST. G12/S►DE e u u [ OIZTH EMUO a d 14� V a � a fi o c • 'a. • r� '7 11011 v .4 c9: p a f O 5 8, F i / >-�• � . Or: •' N :/'� E• a�' '1 X44- E c0 f/. +04 .� 0 fl -- o o E 5EE DCTAtt- t .-� - TUP Or- (0 r- ° Y t F t f W 14 0 w AA rt`{y` i9 (ii � � g n•�`, � 3s �� •Oso v4.3G F oa V L A �► v,1 CIE ,� C - w W _... . V ( f - o N _ p to F ON N - F ones , ;M 01Z L- F.,%12� x'lb OMPAGMT G0GC_ a mr /� g _ 14307 W + ,/ w a>" hi4�/+EMENT`� v CONST ZO L-r-.--/Zev.Xtt c' 4PA ('L GSA. E r R Y 3 A i f, C - 142� t _ NOTE • f EO N T RAC TO R MUST VE,R(FY 9)(1-ST, F.L. ELEV. PRk0R TO CONSTRUCT(ON. ; PROFILE HORIZ. 1 — 40 a , - til i 2 0.l �/p�) _..(... : 2© T t R VERT. 1" = 4 _. � i • . .�. _ _ _ , A 2a�G MP r czxlsT• RI STORM Dl? of= REFEt?ENCE_--- _-_ SNT. 4 10 OF 23 SHEETS - � _ IMP. PLANS FOR HAVEN AVE . (AS gtJll_T Atg�p„uN Mof?T�IR t_INED _21 Tc,a FEDERAL. PROJECT S- 588(2) i S- 1268(3) t "'A " G Nf PA �• \�E lC 1ST. V318 - --_ � p� 13� 1"1aV�l g SOUTH 80UND LAP.lE :2 1/ � 42.0-7 _ - - EC.- LINE _ - - --- - Lu V' N O°OI`C�O°E — �• Reinforced 0 - — Edge _ 2 -TT9.1. - I In coNST.©24.02 t.,F.^2�� 18�fnFl�.�� * :3r r �I L QO .9 _ 86E PROF IE.E x ` aj + 0- `YJ �� ExIST.29X19'GMGA• AGO ST. 30l ,F•^29"�C10''CMfl4 \� �,� — -- — a EGT • Galvanized Steel `a1 Q' Ec• PROF ILS r � u 1 '<O�l °t3• t�a.w \� NORTH 8 UND LANE: _ S _ - — �'� �-' - — ,�0 tlonal Toe �LS. l 1_ EXl�3T. PVMT. 2 N O — - - O�� '. _ S�c�tNo�tetension A w > LUQ ,(°19 _ _ N O'14� l3°� -��- T rN i9, \ `� i � � Fl.r EXIsT A.C. DlTC1-I ELEVATION. TCS? \k% P ^ 1-_p 0>= EXIST DiTcfF �V•�oi•,w' ,ham' ,U - a — — -- - _ - ., — - —7�e VA2185 E .61(eir• 4?C CM � �— t0E><l5T• Ft. AC•- -�=o o . . . L�I Slope...�.� ---- -- — — — -- — — — 11 •(� I S 4 ® O PER VGTAIL TO a GIAT GT(ON O �.2� I 0 I . . •': l-�Ora.3?� 9 S WIDE EFA NT S y' - �f � `'� TO THE COU"TY OF J a` '--Optional I _ G F?_ N t3 SAE(LNARDI O g � ��' Lifting L E ug II N 4014u 200- CONST. PARK Y 0 u Q: ,u� Z 2o44-0!.42 sTA. A�ontG OMPA INE sEa rho, s DETAILS ON t2 0' v % Q; (� sloPa-sas pKOFrue J ` gC THIS SNT. /� 4 s I� V + SU TYPICAL CROSS SECTION v Q� 0 II e0 � � .A �V V Qy �g '�- ((1 0 � GON'�T• lol.. F A•C• DITC(-I 0 z 2� 0 G r , Tl2ANSMON To Joi p.(-. II 1i �,` c✓fF EKlar 01TCH. I k7 � W �N {U a PIPE-ARCH sH ' �d7 + • ~ U a Alsf� AA• A / N L M AS O/E loar • 1 (1';) (Mat.) 11'±1 (='+1 II 7.44 II X 0 y V - - - - - SCALE 1 " = ao I W L.,co N N 29x18 16 9 1 14 1 6 32 48 2 1 i 1 PC. L ` e 9 J 2� Be/ 32 r 12' II CONSTRUCTION NOTES 5EE SHEET NO. 2 ARMCO NOSND T TO S CAL-a N DETAIL NTH ST I CONST A.C. PAvEMEN`r NINETEE Tv ®-- CONST• CURB GUTTER PEK S.B. CO. 5TD. DWG. NO. Wb b a-CON`3T SIDEWALk PER c3.5,CO. STD. DING , NO• IOy, TYPE NA' ®--=CONST. CO MC. BLOCK WALL PEt2 S.e>. CO- STD, DWG. MO.3O1, H=G , ANOTES!' AAMDCA- CH 13OB StrtTA51N P. t t 4.Galvanized toe plate to be available as an accessory, when spec l2 CONST.. CA-TCW 9.0-CO. STD. DWG• NO. 206 E LO ' �o B ified on the order,and will be the same gage as the End Section. 5.Galvanized lifting lug will be availab a as an accessory, when specified on the order. I - -- - - -- -' PREPARED IN THE OFFICE of FIELD BOOK REFERENCE COUNTY OF SAN BERNARDINO IMPROVEMENT PLANS FOR W. 0. NO. BENCH MARK No. 216 MADOLE & ASSOCIATES, INC. ROAD DEPARTMENT TRACT IVO. ROAD N0. CN1So O N.E. GOR • CUL-VIE-R-11' CONSULTING. CIVIL ENGINEERING ® IzavlSEp PrzOFl�s 4'v I H1✓A01�/A!-!. N•W• COR. 19TH. c A GED 4� r� . cu s TT DRAWN BY: STV. APPROVED BY: 17802 SKY HARK BOULEVARD. STA. 2030+_7G."7o O 20 + i59586 IRVINE, CALIFORNIA 92714 ® c ANG Al Ghl o 1-o A4-L- t 4'2r1 DESIGNED BY: SSV. 10.21:Z� FILE N0. Hp+VEN ASS'T. ROAD COMM. GR. DATE j PHONE 714 • 540-2()66 d AooEt7 cre,'A B W2�3X1(3CMPQ� STOR i '- ''� CHECKED BY: Nl1fiCDwro. No. 0 ELEV.. 1A-30• E388 /v/Y• -- c, — RECOMMENDED BY STOP—M DIZAIN�I SHEET '7 OF c� Jl ti1AOD.G.E R. C E./�/1 : DATE N0. REVISION BY DATE COUNTY ENGINEER DATE E7 ,I. N. 126- n-7 _ t 0 S v � N !1 3 Q 3/2'o.G, 3 A1, W _ • ,, 2�,,GMPA• I �, y A3�2 c�A I Gpl1 P 1,445 1445 #� 3 012`IO G• I t2 G►A • oz I I Q NI \p L•. 6 I t=U URE IMPROV MErsIT-SI --Ft"IstI S Q EACG >V913 STOI? Q?A1111 51 S2 COLIC BLOC-MALU i - I r - -• •s--• ' rC S , „ Wa 14' 33Ca O• lll �/•� 3 3!2 C v;�; i' V=S•O"l 3Ga c4*a,s w 1435 TRANSITION STRUCTURE ' 5' ,I,✓ NOT To SCALE 1 1��\� '}``�lV �N�j\• L _,.. .. - 7y --- - D'A4'..IJ 1k(A'J C-4 (r•.�R I I - w` V' 1ito ANJ kA S( rM> SLOT TT►, -j•R'S,EACH CORNER © �' n1� 1• '• ^�• A - 4'X4'C ST ALUMINW LINK _I ^•• \{D � OtfO 7 3l E� �b�• f' 00* OPENING 1 PIN FOR •1 f - _-_/)-h- i_— _� FUTURE PA f31. l4 A•o 3o s i 11 I v J O oQ � W= 14 C F3. 1 SECTION B-8 A B— 0`8\\ ��/�� E ? - O �' 0 + V= S.0_ oP I .c� W- 14 . !. i I \\ ./'/ 8 CONS SO,"I 3(0 " C. M• yl I �iC''`�— vz-4.93 0. l9 , e. ♦ a 12 G.A. I T• 2}• T. I ' - ;�� \\ Tr j A f ` qq,�� ♦ \ II 1 1425 ,p I S_ p700�o I a C NST. L. . . ( 14.35 , , y __� �'L,, n \ ' i; I"• E a ?3 I 0 L �. A� ''GMP, MGA. �. I N \\\\ I �� % rfr SECTION C-C _ i ��"0`1 \ �Ij I -I• Z. I N ,( i i�� p-.�..� i=7= •PAD uT N C NST, 9 L. ^ 3 GMP 12 Cx.A• iv '1i �'I FINE rt PLAN CONST, .OoL,F• ("'=• �-'°' °' m �m c NST• 5 •F•^ rt?A stTloN 5 � oQ� 3�"c.M. --I2cA• S ROCTVRE PSR D TAl4 ' U+ + CONST. 5L.,F PROFILE SC`ALZS: n .w:•r» TRANSITION S UGTURrs (tOR: 1 _ t'`# 30' [SRO ILS � ING B KFO �"D.CORE,4 HOLES �.�-{ ._„�, �'�•�+_ R � CON ?8. PgR vERT. t"= 4' SECTION D-D CO 5T,20 L, �0.-0(W .KO-a N RC-8. r _ �.L� PER DETAIL NER60 • 7-1 O 1 1 3 4 �J G GENERAL NOTES : DRILL a TAP FRAME IaNc 2 10, CONSTRUCTION NOTES: STORM DRAIN CURVE DATA: SECTION E-E f IKDSTEELB R ' 1.FRAME AND COVER SHALL BE CAST IRON. I CONST. CATCH BASIN TYPE �APER S 13,Co• STD• PLAW No. 20G . R L T i.F PLAIN v4• BORDER SHALL BE TYPICAL FOR ALL BORDERS ON FRAME AND COVER. I � 2 OCON5T• PARKWAYCUL\IGRT -PER DETAIL. VIERCON• A °2 " o, ' Ise• S. OTHERWISE SHOWN, SHALL BE li4• UNLESS �• 'D• Ii O l0 2 2? 9 00 l6 30 8 l? 3 CONST' TRANSITION STRUCTURE "Ar PER DETAIL i4er?EON • ` t2{ �"' CONST. TRANSITION STRUCTURE "B" PGR DETAIL (4EREON• 34° S0' tI" Qs,00 2?.46' l4.18' i ql. i �-- �� + wE1GHTOFFRAJAE ANOcovER•4s POUNDS. A I 5 CON ST. PI PE cot_r.AR PER t�E TA IL- NEREoN 0 36°ss 2o" ds.oo' 29.0o' Is-os' ' DETAIL OF ANCHOR 8.13 L.F. 43`'X 2?" G.M.PA. (2 CSA• . s. SCR o. APPLY X G STAINLESS STEEL SOCKET CAP 6 CONST. 1i° ,• SCREW. APPLY HIGH ADHESIVE, OPEN GEAR GREASE (SEE NOTES Q G a TO THREADED PORTION PRIOR TO INSERTION. / 43X2?°cfAPA O-7 CONST, 93 L•F. ^ 36r GMP ti l2 GA. A G" r- t2 Gz-A ( �q ' 43 12GA $ CONST• 19T1 2@ L F 3 � (�� OGONST. CLEAN OUT PER S.B• Co. STD. DN1FG. NO. 208 X 3', Y : 3� v' 9 V V' - - - >r SCQLE 12'X 12'CLEAR OPENING 20 r7' T62ANS. - -- I i'63.87 V 1, DARKN! Dt2AtN r' ( 1 REGI. FRAME SECTION A•A STRUCT 34 - 4�kNas codEl� cn N I-• cov1=R - 1 AT TOP FKAM6 F / SE6 DETAIL Ai30YE ? cA V U /� ` ,C G Q Z Q �'�� AVE ' IA j• .� r I ( !A FRAME / I 9 N 0 $ C NUE I + COVER,I �[! o g v p �," •F- P 6 N I. z I 1f /,. '� GALVANIZE STEEL ANGLE I I l i✓ Z ? 0 I rn + 10 N m v 9 5' 1 , '$• ' 30 '-1a LCD • "•� SLOPE �• I I 1" �j I$' ( ' �l •BATTER 4:12 SLOPE •PER FOOT M N FT (� 21 - - a s,s. i 2 TS gyp, 1 a• 6" i I co Lo z - ,� ? c9? g'` O' to ,, , • I I N �U aJ 97'4$�9•' , �• t9 `A �i 2 8" 6-4 �6 1-3"MIN I I Z 2oI s $o.Q.e _ � 8 IM2 0 14 SECTION F•F =1 -J g .� !� •4p I I • 441 O I LINE I,5'w ��t; o SECTION N A-q I a \ ,� ?�• — o o_ ��NE A --T._ A s 3 ?3 n, N FRAME COVER DETAI L a I I - tros p O _ N 16° a - _ --__ I B <6° S 40 G �P'�, N oT To SCALE 6' -J S $ 6" 3 �x %_ _ 6 - l9 61 , r 43.2a N , C G t •Q'.6l2 MAX. �I f CLEAR B I I B v 0 I S S.g c E I I 6v ' cta.- , 1 - TC OS O V ' . le J BARS �•� L. �I • � �t:�47�w `0' m � 6 \a I r' •�I Nla' , r z �4@6"o•c• ,�, •,. � "_ � I o �(_� �,,e ' • W SECTION B-B -- ----- ANCHOR i -- i �• ``2�� 16 4 UL_�N3� �^ G _ NOTE S. --- �3 U �W W 'T—" �l I. FLOOR OF BOX TO BE TROWELED SMOOTH. -- _ ( - WATER Q POINT M POINT N , POINT P POINT 0 -1• •Q L ,•� (A 2. WHEN THE TOE OF SLOPE IS WITHIN THE R/W,INLET TYPE 1 BEGINS AT II•. �S? O�GJ �G J� V THE TOE RATHER THAN AT THE R/W LINE. V \ Z N N 3 I C 9 Ale Lu i 3. TOP OF INLET STRUCTURE(TYPE I a D)TO BE FLUSH WITH ADJACENT SURFACE`, A — llf ft1 to �GJ �C4'� A Zr �Y N WHERE PRACTICABLE. �, • fn I I S,oO qj C, F \' j z �Q D LL 4. A HEADED STEEL STUD 1*X 6 j' WITH HEAD 0.1•ATTACHEO BY A FULL ��' PLAN SQ p,../f� U N•u N _ J lu Lu PENETRATION BUTT WELD MAY BE USED AS AN ALTERNATE ANCHOR. �k S. NORMAL CURB FACE AT POINT M AMD 0, 8+5"AT POINT N AND P. N 6,' THE 3"LEG OF THE INTERIOR ANCHORS SHALL BE PARALLEL TO THE TOP OF SIDEWALK. 8 ,a• s , a + I > C•Q, STEEL LIST 1O �--1—_ 3 k ^�5 w= 14' I S s GALVANQEO ANCHOR J AR — TC GRADE UNE AS 5 44 44 J Wally 7j p Y� 4 cj� fTEEL ANGLtt,,E SPACING L N SHOWN ON PROFILE S' }�1`P' �'- U 1 �' r7" -vt,v'JX 7, 3 Yc} 6"_. S'-`�" — FLOW LINE POINT P POINT O v } 4 5 POINT M POINT N to' ( W g - PROFILE aD . ,� � DE" AIL I`•� T-� STREET xn 0 PARK W,AY CULVERT W TRANSITION STRUCTURE A 00 0 3 NOT TO SCA U E Ct PAI.tA DRIVE N 29°_2Cp'23"W(R) PREPARED IN THE OFFICE OF FIELD BOOK REFERENCE COUNTY OF SAN BERNARDINO' IMPROVEMENT PLANS FOR W. o. No. MADOLE & ASSOCIATES, INC. ROAD DEPARTMINT TRACT NCS. ROAD NO. , CONSULTING,CIVIL ENGINEERING DRAWN B R.C. +-23-'t8 APPROVED BY: A 5 17802" SKY PARK BOULEVARD �'�T,✓00A9 5 aro MANCV, fr-ro 8' MRiK 2 �G -1� �' ;J IRVINEA• CALIFORNIA 92.714 CORR�T>;p 411L•Q c.B. 5+3G.�a To sf3l•ZB DESIGNED BY: M 63�Si-`�3u1J+� 31-0- hk + FILE NO. PHONE•714 540.2066 - 0 A9060 614EF- 8 FOR 96TAIL n sT09M v _ZF= CHECKED BY: ASS'T. ROAD COMM. ENGR. DATE STORM DR /-�. � N OwG'N1 `'"1 c,g P�RKwA( clwveRT PID@CAt,eRX . t RECOMMENDED BY J. MA MADOLE R C E. 14814 DATE NO• REVISION BY oATE COUNTY ENGINEER DATE _ SHEET $ . OF $ J.