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HomeMy WebLinkAbout836-D 1 1 BENCH MARK : - - BENCH MARK NO. 96-B - IV - AT THE NWC OF HAVEN AVE. . & 19TH ST. , 44 FT. W. HAVEN 0 & 83 FT. N. 19TH ST. , SET 5 DRIVE PIN w/C.S. TAG IN TOP AT THE E. END OF A HEAD WALL t FOR 3-24" CMP--ELEV. 1430. 686 H o 4 J F T U O u F IIS � p. - 41; _ - - - - -- - - , 4 I f _ 4 - - - - - - - V0 0 - - - - - a"1 ` - - � U C04 - - - E 5 ; PRO /L 5. 7- 6j .F ?' �' C HOR/Z. P s 40' 4� - $90.5 c - - - - = VERT. /" -4' 0+00 /+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 r - C,S,� 40;t, SCALES ------------- 79.3 J 28 H � s ' 'o n o '� / . � `�' �•: c��.- �%r tea, CIO, R; 90.oo, �' F� � � � �;•'"t' '� �r � �- ' �` �(� �r �r �� �• �? 90 L 64 85 'V o r= za•3/ sr� �� CHANGED 90" ¢ 5TLi FROM G0N5T TO FUTURE - - �, CONST CHANGFI� TO 93" ¢ 1-?5-85 -� CHURCH STREET ' DESCRIPTION of REVISION 'CONSTRUCTION NOTES w 3 \ DATE APPROVE (Fu-ruRE) tv 20 CONST 10.5' WIDE x C,'HIGH R.C.t3. STORM DRAIN' R� ,'��y .�� �, ® CITY of RANCHO CUCAMONGA 2/ CONST. 109" R.C.P. STORM DRAIN pea CO (oda\ �� fQ `Tv\ \ 1 VQ, - - .� TRACT 12402 27 CONST. 18R.C. P. STORM DRAIN �/ 4A �. ` J 2s CONST. TRANSITION STRUCTURE PER DETAIL ON SHEET / If/ "Ql� \\` MASTER PLAN S.D. No.3 4 2°I CONST. JUNCTION STRUCTURE "B" PER CITY OF RANCHO CUCAMONGA \ STD. DWG. NO. 509 (L=10 . 00; C=9. 00; E=9 .14) FOR N'LY \ CHURCH STREET LATERAL ', . (L=10 . 00; C-10.00' E=9. 58' ) FOR S 'LY LATERAL T APPROVED 8Y ATE -1Y, CONST. MANHOLE "B" PER CITY OF RANCHO CUCAMONGA ` J GTY ENGINEE RCE.No 23889 STD. DWG. NO. 511 (L=10. 00; C=10 . 50; E=10 . 00 ' ) 35 CONST. BRICKED SEAL AT END OF JUNCTION STRUCTURE® DESIGN DOLE AND ASSOCIATES, INC. RECOMMENDED R.a. OF SAN BERNARDINO COUNTY 11�� 3�-- REMOVE PORTION OF EXIST CHANNEL WALL SECTION CONSULTING CIVIL ENGINEERING DRAWN AND LAND PLANNING• SHEET 549 N.Mounteln Ave.,Sults IDE Q REMOVE EX/ST. 72" R.C.P. R.9. UPLAND CALIFORNIA 91766 _ OF V PHONt'_(714) -146-2949 ¢Bf lo 8--REMOVE EX/ST ✓UAICT/O/V STRUCTURE KEC KED RCE. No � DRAWING NO. R M. OA E s-i7 g¢ FILE No. _ 193(p ✓. N. /26-726 -S BENCH MARK : BENCH MARK NO. 96-B / - AT THE NWC OF HAVEN AVE*. . & Q 19TH ST. , 44 FT. W. HAVEN i 83 FT. N. 19TH ST. , SET DRIVE PIN W/C.S. TAG IN TOP AT THE E. END OF A HEAD WALL FOR 3-24" CMP--ELEV. 1430. 686 - - O D 1 a -- - - — -- - a s R - i b - - i xx I \y /h Q` 0 V, 9 r. tt—1 I f • ,a W4-4-0/t 4tO HOR/Z. 1"' -, 4 t 11 11 of I IFT fVERT. P, = 4' i 0+00 /+00 2+00 3♦00 4+00 5+00 6+00 7+00 8+00 5+00 /0+00 11+00 { c m S�� 3NE�T 4 IL CHURCH S7'R EF'r ll' 33' — - —� 0 7(2.4 CN'L Y.1 7**76.4/ (E-w) Iq 'W 111 V� LINE "I" Al 74 i 4 p* Oil N 28 57'34"E. Pill `. L - 7/. /'1' 23 A 7'34 „ -- -- —--- a i YJ T- .37.57' .cZ .. N 73'S7'34'E m a= �9'S4'�F2 R= 88 cx, -- v Qj I ff v- �^ .07'—w—�— w nr _��4.�, - T- is c �1 rt4t �`0 P u t—` ! U i I � I I ,c s (Fv TuR E) ® TED B �9M�v5TT0 FUTL/REA PARKWAY GDYSGHA�GE7 T� 3TERRA VIST , CURVE DATA : (eFZI7XIME) - DESCRIPTION of REVISION CONSTRUCTION NOTES oATE APPROVE R T - CITY of RANCHO CUCAMONGA q 30'3/' /O" 50.00, 47. 94' 24.55' ©— CONST. '48" R.C.P. STORM DRAIN B l' 27'2e" 50.00' 2.29' ,. /5' 24 CONST. 45" R.C.P. STORM DRAIN TRACT 12 402 C /3020136" 90.00' 20.9G' /0.53' CONST. 18" R.C. P. STORM DRAIN CONST.JUNCTION STRUCTURE "B" PER CITY OF RANCHO CUCAMONGA MASTER PLAN S.D. N0.3-2 STD. DWG: NO. 509 (L=8 . 00; C=4 . 00; E=5 . 29 ' ) FOR W' ly LATERAL (L=8 . 00; C=7 . 50; E=7 . 581 ) FOR E'LY LATERAL. TERRA VISTA PARKWAY �-- CONST. MANHOLE "A" PER CITY OF RANCHO CUCAMONGA s - STD. DWG. NO. 510. APPROVED B DATE �- CONST. BRICKED SEAL AT END OF PIPE. CITY ENGINE E �Iu , RCE.No 23889 DESIGN MADOLE AND ASSOCIATES, INC. RECOMMENDED R.g. OF SAN BERNARDINO COUNTY CONSULTING CIVIL ENGINEERING DRAW N AND LAND PLANNING• SH EE T 549 N.Mountain Ave.,Sults 105 Q UPLAND CALIFORNIA 91786 .r7 OF V • PHONe(714) 946-2149 NECKED RCE. No /4%`/¢ DRAWING NO. R.n�. pA s-/7-84 FILE No 836, J. N. /26-726-S 1 -- -- - - - - I i i JulBENCHMARK : Rill I BENCH MARK NO 96 B AT THE NWC OF HAVEN AVE. i 44 A FT. W. HAVEN 19TH ST h 183 FT. N. 19TH ST. , SET I DRIVE PIN w/C.S. TAGIN TOP h AT THE E. END OF A HEAD WALL • � � � � f } � � � � - t- i - - - FOR 3-24" CMP--ELEV.Ion 1430..686 —41 -44 h b O O 2 v I f At 1275 . . ` -�--� � _► � _ °0 Z t I �j tU i i i ia,t2 i i - /270 - CL n }fob- i /14.8 : c _ IC�NI!1771 L• T 4 Q. ! t Q 1 i f 1 ! 1 ! ' Q 1. /13�.Q C• S' t t t i It } t _ HOR/Z. !" 40' 11 +00 12+00 13+00 14+00 15+00 /6+00 17+00 18+00 19+00 20+00 21+00 22 *00 i, SPRUCE 1gM1VUE b� o.u N LID W N ,r...r+ -r T = 7/3• 6 ' `t N _ - aJ L = 48 7.2/woo Lt lam¢/' a = l7'34 23 jR J3 NO �!/ ti •� ° � ��_ x 23 Q: 4v fti 4 3 44 Lb 01 0000 0 ON P �Q 4 RY, 4�' .S, ► N/� B' �A SPRUCE AVE/VUE / �- CONSTRUCTION NOTES TERRA VISTA PARKWAY �— "CONST. 48 R.C.P. STORM DRAIN N� ���✓/��� �— CONST. 45" R.C.P. STORM DRAIN A: j CONST. 30" R.C.P. STORM DRAIN 441 - — CONST. 18" R.C. P. STORM DRAIN DESCRIPTION of REVISION P — CONST. MANHOLE "A" PER CITY OF RANCHO CUCAMONGA DATE APPROVE CITY of RANCHO CUCAMONGA STD. DWG. NO. 510. CONST. JUNCTION STRUCTURE TYPE "A" PER CITY OF RANCHO 3 CUCAMONGA STD. DWG. NO. 508 . A=45° FROM TANGENT, �- B= 18" , C=5 ' -9%" , D=48" , E=31-11 '/8" , F=2' -10" , G=2'-61/4010 TRACT 12402 pL=5 ' -0" . CONST.MANHOLE TYPE "B" PER CITY OF RANCHO CUCAMONGA MASTER PLAN S.D. N0.3-2 I STD. DWG. NO. 511 . D1-36 , D2=48 VALUES FOR 30 LATERAL: A= 60° , B=30" , C=41-7'/t" , E=41-7%" , L=6 ' -6" , 1 VALUES FOR 18" LATERAL: A=24°53. 54" , TERRA VISTA PARKWAY B=187 , C=8'-9" , E=5 '-9sjg , L=6 ' -6" . �— CONST. BRICKED SEAL AT END OF PIPE. APPROVED BY ID ATE�� �— CONST. JUNCTION STRUCTURE TYPE "A" PER CITY OF RANCHO GTY ENGINEE RCE.No 23869 CUCAMONGA STD. DWG. NO. 508. A=45° . B=30" C=6' -4 " D=48" , E=4' -9 , F=2'-1 " , G=1 '-11'ib" , �-a'-ita/8". � DESIGN M OLE AND ASSOCIATES, INC. RECOMMENDED ]]� R. H. OF SAN BERNARDINO COUNTY 'Dl�G �/�:4 f CONSULTING CIVIL ENGINEERING DRAWN AND LAND PLANNING • SHEET 549 N.Mountain Ave.,Suite 105 R B• UPLAND CALIFORNIA 91786 �O OF$_ PHONE 14) 946-29401 NEC KED Q,. 4K\ , RCE No /'¢� DRAWING N0. LLL ! R.A4. DAYE 5-1724 FILE No. 834 i J. N. /26-726-S .w 4k t r # _ — - - - BENCH MARK : BENCH MARK NO. 96-B } - - - AT THE NWC OF HAVEN AVE. & I { _ 19TH ST. , 44 FT. W. a HAVEN & 83 FT. N. -e 19TH ST. , SET DRIVE PIN w/C.S. TAG IN TOP Z AT THE E. END OF A HEAD WALL A FOR 3-24" CMP--ELEV. 1430 .686 t WvV f� /°t/ - - - - - - - - - - � 1 t` G - - - - j M ` { t t j/* } - Jo t 1 t i t 1srp Jo fes"' 1i - - - U t oil 1 — - P - - L§ t t t i t { ♦ 2. L. - - { t } 2 y t j j �oNs t 4�7 K.. "J' c.R t s / F ! { 1 , j00 .8 : IcYr - 1 r-40 1 VES\ / /+r g O / 0 ! 2 z V I: 2 � W � v ZJ J 22 � u� � a j � �� Q• • Ng IL NwNO �,�� * Q N 77"22 AIL �\ DESCRIPTI ON of REVISION GATE JAPPROVE CITY of RANCHO CUCAMONGA 4 TRACT 12402 O�i G • . �t MASTER PLAN S.D. N0.3-2 TERRA VISTA PARKWAY « APPROVED 6Y ATE //-j DETAIL A CITY ENGINEER RCE.No 23889 DESIGN M LE AND ASSOCIATES, INC. RECOMMENDED �.g• 0 SAN BERNARDINO COUNTY �� CONSULTING CIVIL ENGINEERING DRAWN AND LAND PLANNING, SHEET 549 N.Mountain Ave.,Suite 105 UPLAND CALIFORNIA 91788 7 PHON2 14j 944G-E94,011 �F"`- t 04.4 NECKED RCE No // DRAWING N0. R. n�• OA E 6-17-S FILE No 83G cJ•N. /2 l0 - 727-S Aw1zz jY4")6 x e"AorteE a 24"oc. N0R/Z0A-17A1_LY- PLACE '4 OWZ-. X R4 " 1-4Pi4G @ E4"o.C. CG" /N FRoM �ivrER/ae FACE 3_ « » #�7&v 49"o.C. AM= GNAN/VEL ii/,4LL).� F/LL # 4Q /Q O.C. E.F. : # Sdra"O. C. s y I I PL ACE YERT/CAL RE/NF. 7b IV-472:7.,WIt I OAWGUT EXIST/NG CA6ANNEL — # GA Q • WALL - CLEAN IPOU!ef1GN t Qt G'X/O=6' R•C.B. I AON ft I Exisn/vts s�.Q��+cE V � _ X08"I�C•P. � T = �► N ` � I • � • • 8~841Q tM•5�8'•O•�.• B"B R �JIIZ B" �•C. • 2 " NEW C0AA rRZ,'rr/0A1 : .4 I A Or zmmAGE EX -,nilly" . 4 0 tP 110 C. E.F. • 0 -� --— DeivEL - CL/r.0 CA-oPb- AWAY C L [AP 3� GNC• AROt/ ,O EX/.5T//Vc9 N M s OoWEG 5 7 e $ D.G Of 74 8 O• C. n • �1 N /'t.00 • a NOTES : LAN cr/srlN4 eMAWEL A(I,4L L V 1 . TRANSITION STRUCTURE CONCRETE THICKNESS SHALL VARY UNIFORMLY BETWEEN -1 THE BOX SECTION AND THE PIPE WALL PLUS 4 INCHES . Ih '76 a'rO.C. 44Pt210L'E.F. DETAIL X - - 2. THE INTERIOR SURFACE SHALL BE SMOOTH AND VARY UNIFORMLY BETWEEN THE At.T.S. TWO ADJOINING SECTIONS. s 3. KEYED CONSTRUCTION JOINTS OF THE SAME DIMENSIONS AS THOSE OF THE BOX SECTION MAY BE CARRIED THROUGH THE TRANSITION STRUCTURE AT THE CON- SEF T2ltL 05v 10" DE 30" OPTION. . "r-\ 0 5(9) 3" M tIV. p"C[.R. 2yi"CLR. 2%" CONSTRUCTIOAJ ,. 2 4. THE TRANSITION STRUCTURE SPALL BE CONSTRUCTED IN ACCORDANCE WITH THE �fD11VT ,. w a 77&F8~Q G• �'R y CGI¢. V GENERAL STRUCTURAL NOTES APPLYING TO THE BOX STRUCTURE. THE BAR SlPa~p.C. (TYPE /2 ' -O Tb El - i�. /2 M LENGTHS SHALL VARY UNIFORMLY THROUGHOUT THE TRANSITIQN. ��/�~ • I I I OC HOTS ''A"BAR TO BE U.5E0 WHERE CLEAR AvmGL Alr. EXCEEGRS OSLO* "B"BAR TO ASE USED GA (o-O" OR LESS CL,=Ae AAL L AIT. /a8")e.CP CL$Z. P"CLR. 3,00o P5.1 . 6'X I!'�= "RC.B. I I O POR SLAB RE/NF. 1�y = 40,000 P5. 1. I I I �l3�0 /d" see SECT/O/V 'C-C` �a w+. 150 Pc� . SECTION C-C REINF. CONC. BOX /r 00 4 - #7�'PS eyr4W0 0M 1t" 24 AND TRANSITION STRUCTURE ,�yb�t/D OR"N/N4 46jffC71ON a-8 REINFORCING DETAIL DETAIL Z R.C. B• R. C.P. TRANSITION STRUCTURE DETAIL NO . GC1L E CAST ew AeY PAG'K p" AROUNO P/P�' N /y 7 O � SEE OE'TA/G '•Z DETAIL W �,,v Q\11, ( I � R.C.B. AND R. C.P. JUNCTION 00 _ I pc��� �� � OSP ,� . - : t I • 10 / EXA/.ST//VY CHANNEL G� I0 OF V1�i�g Ile A CHAAn/E EwG`' Ftto�Atc FZ"s vE� sT�'L. R.C.8. d I AT P,el CO/V5Tie Q I 6'I /O.S,MC.8. .40.r /NF. S/t .1N0 SPgC/NG ,p ' / (p EX/ST/NG T R� FDAi .!/G , A� OF �it/6,es © 2/2s/ Sar �E// SG QE! /L a Y'' Pc.P CO CHAN/VEL INVERT I \ ® I¢,K a Mn© Cv �,cl7't t I I � DESCRIPTION of REVISION J L �nl,-ii OATS APPROVE ' IS7 WALL \ � Fx \ R CULVE6QTh6V G• SECTIONNEW BOX E E CITY of RANCHO CUCAMONGA SEE DETA/L "Y"• C CCoLE�FAoOuEx s r/NG TRACT 12402 -o� ' P-e MASTER PLAN S.D. No. 3 4 °` 79' LDETAIL Y STORM DRAIN DETAILS NrS. APPROVED 8Y OATE -/S- PLAN SECTION A-A GTY ENGINEER RCE No 23889 N.rs. DESIGN M OLE AND ASSOCIATES, INC. RECOMMENDED R.e. F SAN BERNARDINO COUNTY :fn,--4 ill CHANNEL WALL & R.C.B. JUNCTION DETAIL DRAWN CONSULTiNf3ND LANGINEERIN(3 AND LAND PLANNING SHEET !VO SCALE 545N.Mountain Ave.,Suite 105 G B UPLAND CALIFORNIA 91766 8_ OF PH NE'{71 -14�o-2g4-i/¢e/ I CHECKED RCE. No _� DRAWING N0. FILE No.- , e�G �N./z� -,'Z� -5