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Home My WebLink About2106-9I lion/res PLAN VI MW ' J, r0Ro4117d Mld V"l Bar 8e/7c7' hW rO A • I=mo a ' � • . . SP:CTION A—A FRONT ELLVA7l0N A NOTES I. An alternate step may be used subject to the approval of the engineer. 2. All steps will be firmly and rigidly set and no cones or shafts Will be accepted with bent or cracked steps. 3 Steps will be galvardled after bending. R�311HENcas LOS ANGELES COU44TY MAIC i OAT% sotsew�11111TION FLOOD CONTROL 019"IC:7 . _* Fe V/`Te&STANDARD Q 1-193G Reyista+ B ORO P STEP note. A 11-5-7C Added notes I At.wovso sr � E� CM197 Itmalkeito N S �soaar• so NO. '� - DIDirr, 3_I uase ll- s Smfr.ZT 1 BASIS OF BEARINGS: - S890 49'00"W FOR � _ QF HIGHLAND AVE. PER TRACT 3348, M.B. 47-14 SAN BERNARDINO COUNTY RECORDS.A t•I a NOTE: 1. dhtatial !Nell be Cast Steel. 2. Stirrups shell be 981samted. 3• Isr inateNstfan details saa Standard Owl. 2-0232 SU'ERS[DES ORAWWQ M THE 5AYE ►eUM9ER DATED INAR.'!O LOS ANGELES COUNTY FLOOD CONTROL DISTRICT ADJUSTABLE PROTECTION BAR STIRRUP ... ......N NrN.rrNi .. at,.. •F• MM.rr. ..w• .N • rr.p N•ut. 1 NI INi oATs OWG. NO. 2-0264 9-24-69 smarty 1 ae I Underground Service Alert Call: TOLL FREE 0 1 - 800 422 — 4133 TWO WORKING DAYS BEFORE YOU DIG CONCRETE REINFORCING STEEL INSTITUITE STANDARD A6150 REINFORCING BARS BAR SIZES WEIGHT POUNDS PER FOOT NOMINAL DIMENSIONS—ROUND SECTIONS OLD (Iwcn[si NEW IriuY![0.V DinMETER INCHES CROSS SECTIONAL AREA-$QINCMES PERIMETER INCHES 20 .I67 ..250 .05 .786 �3 .376 .375 .II 1.178 Q � .668 .500 .20 1.571 6(5)1.043 .625 .31 1.963 1.502 .750 .44 2.356 2044 .875 .60 2.749 0 Q 2670 1.000 .79 3.142 QI O9 3.400 1.128 I 36544 �� l0 4.303 10270 I273 *990 I� I�► 5.313 1,4101 1.56- 4430 M +i N PLAN NOTES r V -se .,tor;zon+o/ 0.19/e of convergence or d Tera i �D Ae•a A Irrs d.. a^fierce $. s'+o// -o♦ erceeo !' 45' RdUrlt/ s b MAN �• '.' \!' : 'r. bery . ?- Vacues !oe 401, 8. C. D, end OJ ore shown ZA of ArIeppr—OW1' AAtw.ii� on Me p^OjeC} d^ow.n�l. �Jero�.pn AonO i ; • i f /e.-0,0. 0 a ore J lvwn w %en .eQc...eJ by •time -'-�d�• •t• - - shah rfue/ Aw psi v/ 'e1 4.ry r I '�%' ( ♦.a1 Bora �� ; m a c Z l 4. FLOOR of shtrcnav she// be she/ - f ; � �✓�ia/p *' 0 siv..el�d 4r �o►•,.�yi.'9 I'ns . . 3. 0EINFOQCIMC SrCEC jh,// be -�Per JAI •-• � e ' �. . 4 '�- — -~ 1 Lw9 ' DIT/�' / - '''. , /eon• /r m Ince Of co'+_rv1e ..nlev Y� �r^j•!�'tr,e4 /0 se dvlh�• w A, be ol.�r•+r.ae sAoNn, ,}�! pw •. •• •• � : e : Lo i Iad'n.I dlw•a! N►o/1 e. ie9 spae�ed -!•• rued ..Aar. B is e0 ar rwir /I'�ar /es! an cents. i t SECTION NW -NN' it a CeCVAr&w J d!pohe.+ or ;•.aids I M a PROJECTED ON M -M -N" s/ruclare. ~ + TABLE a NO TES rCon t ) 7 reANJI nod 5 reJX TUer .sbo// be po.�-ea _ 1 '/. When E/er•ot'on 9 o. -Pd Eleroliiion S in one ooerohon. ta:ept l,%w 410' 9&"en><WM and are not shown u-. joro'eci arrow;r•9s . the isnlrvcla-oho/l Ayre the Pvhan o! Aar e'rtt ;n/r:o pipe Shall enter 'r•o%n :ine P/Orme et the 4ary vow /'ne . ewxslrW&W, J.Mt p'/A a ,d,y'/•o,I'd ,r.y..y. g f e l rodiol/y• When in/s{ p'pe enters mo'n or or U /ine o/her• than rodio//y. E'evotion S a rhe k"9th or the VJrW&'W-, n.ey ee a T ♦ s•hoI/, be shown on pro/ ec t drowrn93. ox -vaned of Mr OpPoo" of Me CanI'Voor- t C 6' one ;n/ei pipe sho// be /old on o Ar ~V1 AM e+Nb, wary D AWV 'n I arlendow POP -hen of Jame d"one/er end •ltroi9A/ swede lion+ E/erol'On S *ee.ny as .spreAed an the weber, bat +o cofch bos'n 7r rode break i•r n/et t / / / r " O bow r rj bora 0 9 awry cAarryr rn /►e eco pan o J u _ - _. • �.: . • •, • • ' b line. E/evot'bn .4 sthal/ be shown on OW.21 be u/prWed, by the fny'neer•. =.*; �n% projeef 0'0-0w1n9s pR/Y when s{vb ENBfDMEA/T P oAd/ be ov ,�,earrd 00 be prov'ded in main line Fo- on the Iobre unleltr 01her•w•3e-1ho+•rn I 1 I a ju>fure consdruct;on ox'n/el P,PC. on me P%jecl drawings. 1 I 1 f , 1 I 1 1 p IO• Wher dimension C is not spa':,leid the Spw 1 J/ ko in droll riot be constructed and A 9 8 DerS t �► �►,, ! %hall be on•lttsd The new bar numbers are based on the number of -b inches included in the nominal diameter of the bor, Bar • number Z in ,Drain rounds only. Burs numbered 9.10 and I! are round .bars and equi va/en t in weigh t and nominal cross - sectio17w urea to the old type l ; I &nd I If quare boars LOS ANGELES .COUNTY DATE - JULY. 1$52 FLOOD CONTROL. DISTRICT & Revised 1-19-71 2" D 171 ...�T`fICK;.�;5�T'�L`'; PITS': ex, o vi� P4 t. j!z - o r.. 'r, .0.47...fv 17W Z' Srrif�'�:T� lo ,. • e 1 �'' ,• .. ... � � �3 ��.;: Iii :1•j.: `'� r`,.:� 'e.'. 42 K�5 • v � .. l 1 r t - ! • -•. '� � 't. � moi. �L��,..'..''4� !.: r _ . ,ri . � • i�, � r � •. ' -•'';� ;: 'f �. �-;.r � �. •' fir:". r f .:..': _=' , i + ., i I.a•., . s,,. • � � .. I' •r: ', �: 1• 'rte V�Po/P7"' ALT At ••. is •- - ,• FACE PLATE AND OPEN/NG DETAIL N. T. S. PRIVATE ENGINEERING NOTE (NOT REQUIRED BY GOVERNING AGENCY) CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. �I • II it Joel/p pays /o be - r/Jr•d ov%" Do w 60" oe merle LONGITUDINAL SECTION t I"+. Cement grout capping at end of pipe %.z SECTION �. P1 PE k laid lengthwise and mortared aside edge of R.C.I. groove or end of pipe (if broken) • ' lI Dtl Cement grout capping fIL. •' Brick 8 mortar closure ELEVATION PIPE CLOSUREiffffffiTYPE "S" NOTE: (Brick and Mortara 1. Type "B11 closure for "D1` not larger than 3611 unless approved- or specified by the Engineer. 2.See specifications for odditior►ol information. a, Precast Concrete end block to be placed flush with end of pipe os directed by the Engineer. 41` 0 galvanized steel pipe, ( total 2) Add -06 bars x a�1'('a3�,.� ( total 2) 11a" bars �N 11 ` II Y 4-1 D V CL EL EVATJON allP CLOSURE-- T P O `' A1' NQTES - 1, 11°�' =-�4 bars 9 12'1 o.c. unless otherwise (Precast Concrete End Block) noted on the plans. 2. 11b`1 21211 unless otherwise noted on plans. 3. `1 t`1 = 6i1 unless otherwise noted on plans. NOT 1. Type 1 1B11 closure for "D" not larger than 36`I unless approved or specified by the Engineer. NOTE: 2 -See specifications for odditionol information. CONTRACTOR SHALL PROTECT IN PLACE ALL UTILITIES CROSSING OR PARALLELING THE STORM DRAIN, UNLESS OTHERWISE NOTED. -- /- PREPARED UNDER THE DIRECTION OF: y �� J.F.DAVIDSON ASSOCIATES,INC CITY OF FO NTANA, CALIFORNIA �B EF 4 ENGINEERING PLANNING SURVEYING "ANDSCAPE ARCHITECTURE ❑ P.O.BOX 493 3426 TENTH STREET ❑ 77-564 COUNTRY CLUB DR. #400-8 ❑ 27349. JEFFERSON ST. # 115 I I Q I I % n I l C f1 C D A C7 T N^A C (\ I T RNERSIDE CA 92501 RNERSIDE, CA 92502 PAIM DESERT CA 92260 TEMECULA, CA 92390 U \ f I v TL_ Jlmmy W.mS R.C.E. 35458 (714)686-0844 (714)683-0209 (619)360-3780 (714)676-7710 !I' FAX 714-686-5954 FAX 714-•686-5807 FAX 619-360-3789 FAX 7i4-699-1981 Drawn by: Scale: Exp. ® `�� Date: � z ,t,S, STORM DRAIN IMPROVEMENT PLANS BENCHMARK: FOUND 2" BRASS DISK IN TOP OF OLD GAS STATION ISLAND AT AS SHOWN S.E. CORNER OF CITRUS AND HIGHLAND STAMPED S.B. Co. SURV Designed by: EX DETA I L SHEET Date: - B.M. No. 8-14 1970 ELEV. = 1510.91 DEC. 1991 Date: Checked by: D.H. Approved: F No.: a CITY -ENGINEER R.C.E.-25126 `21 or* 9/1 � �.REVISIONS �I • II it Joel/p pays /o be - r/Jr•d ov%" Do w 60" oe merle LONGITUDINAL SECTION t I"+. Cement grout capping at end of pipe %.z SECTION �. P1 PE k laid lengthwise and mortared aside edge of R.C.I. groove or end of pipe (if broken) • ' lI Dtl Cement grout capping fIL. •' Brick 8 mortar closure ELEVATION PIPE CLOSUREiffffffiTYPE "S" NOTE: (Brick and Mortara 1. Type "B11 closure for "D1` not larger than 3611 unless approved- or specified by the Engineer. 2.See specifications for odditior►ol information. a, Precast Concrete end block to be placed flush with end of pipe os directed by the Engineer. 41` 0 galvanized steel pipe, ( total 2) Add -06 bars x a�1'('a3�,.� ( total 2) 11a" bars �N 11 ` II Y 4-1 D V CL EL EVATJON allP CLOSURE-- T P O `' A1' NQTES - 1, 11°�' =-�4 bars 9 12'1 o.c. unless otherwise (Precast Concrete End Block) noted on the plans. 2. 11b`1 21211 unless otherwise noted on plans. 3. `1 t`1 = 6i1 unless otherwise noted on plans. NOT 1. Type 1 1B11 closure for "D" not larger than 36`I unless approved or specified by the Engineer. NOTE: 2 -See specifications for odditionol information. CONTRACTOR SHALL PROTECT IN PLACE ALL UTILITIES CROSSING OR PARALLELING THE STORM DRAIN, UNLESS OTHERWISE NOTED. -- /- PREPARED UNDER THE DIRECTION OF: y �� J.F.DAVIDSON ASSOCIATES,INC CITY OF FO NTANA, CALIFORNIA �B EF 4 ENGINEERING PLANNING SURVEYING "ANDSCAPE ARCHITECTURE ❑ P.O.BOX 493 3426 TENTH STREET ❑ 77-564 COUNTRY CLUB DR. #400-8 ❑ 27349. JEFFERSON ST. # 115 I I Q I I % n I l C f1 C D A C7 T N^A C (\ I T RNERSIDE CA 92501 RNERSIDE, CA 92502 PAIM DESERT CA 92260 TEMECULA, CA 92390 U \ f I v TL_ Jlmmy W.mS R.C.E. 35458 (714)686-0844 (714)683-0209 (619)360-3780 (714)676-7710 !I' FAX 714-686-5954 FAX 714-•686-5807 FAX 619-360-3789 FAX 7i4-699-1981 Drawn by: Scale: Exp. ® `�� Date: � z ,t,S, STORM DRAIN IMPROVEMENT PLANS BENCHMARK: FOUND 2" BRASS DISK IN TOP OF OLD GAS STATION ISLAND AT AS SHOWN S.E. CORNER OF CITRUS AND HIGHLAND STAMPED S.B. Co. SURV Designed by: EX DETA I L SHEET Date: - B.M. No. 8-14 1970 ELEV. = 1510.91 DEC. 1991 Date: Checked by: D.H. Approved: F No.: a CITY -ENGINEER R.C.E.-25126 `21 or* 9/1