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HomeMy WebLinkAbout2020-D A I �o k k 1 R a _ 1 =J R , R. V 75 p p f f 4 __JT p p N (� p _ I tA9 a A N S .. P NIV ij y _ R 9 l ti � 4 0 5 _ R- d 0 � Q_ S0 til 0 n W. Pt � ,r T s 5 V- t # 4 z _ _Q 1 13 c� .: _. .i•_ .. I r. ,�r#s N N • 9 Gb - 4 /�` 1 4 fih - f _ 1 O- F V _ 9 5 _ d3 _ , k _ s - I n. I� w -44A A. A A — gg , tfl. 9 r` 7G� : : '0 op . :... h _ � CB 4 - # .3 ,. Q" 2 9 _ _ 1 , _ — — �_ _ _ 9 Q e :r •3 I . t� Q 3 — — — Ct AD- 1 .3' 10b M 0. a i h Q M N 3 l _CO ST 2 2 LF V 4 P f a v a 0 i S c - T 0 _ 8 Y: � 4a 4 - - _ LF Imo' -- 6► _ - CO,CS 1 6. _ Q W _ AD _ fj_ — Tr: 35. �Ur _ T ta. cL 1 iP-24000 a } 8. -C _to _ V _ _ ry 1 fi .8 - v, _ : T _ _ I . 22 6 LF _ - .V 1. Oil fl 1 1 N ): 1: '`' /4 "� _ 4" RC , 24 25 26 PLAN SCALE 27 28 29 30 - - - E 71 ' - A. ! _ o b _ OR 1 40 _. folm-- -- - FLAq ALE N O ti rn \9 Y. EO' �m 0 29k1 PiP� \ k6 Z IV ® 'Sp E 233, _ _ — _ _. �¢� 2„�3� (�' `S�3y 47.22 'y z4+ ND PIPE1. r E 50, p 79' - -16227--1 f 45 J.S. 0 STA. 29+ 14.OJ SCALE 1"=40' fly 4.67' TRACT NO. I/ I I� � � � � 4 � � ' CCB IE I2 � v LINE rX” 45 4138 W=14, Y4.5 J.S. 0 STA. 24+48..01 \ m : — _.__ ) o 4 Ooh ..._ LINF X» 13 45 LAT. __. 3 47 �' ca s� y 45 r - !— O 47 co NZ'S4'48" 39.38` ` ._ n _ - _.. 7J.29' 101 i f01D d AV - 4 I �t c, f �^p 1 45 / _ ... I S N --_ ,.,. .._..,_—..— _,_., p1� _^ __ ! � ,a,,, .... _,... ,.: --_.._. -'^� .. . b2 p+ ' ' I S - _ r p p i 1 I o + 1 I SCALES.-- TRACT _ _ o ' �$ T'� 1,r T NO 1J 2 J J -' � v � q N ow. 1-lr . . J JJ N �nS Z ' O ^ $ 6i, �r �`\, DR Z. 1„ 40 - _ _ -v _ : _ _ 49 14 48 _ _ ;� ova $ » g T-; 1" 4' z `�' O 3 + y�.a.: _.. Q ►► 4 `^`� p X 5 PLAN SCALE 6,, tip` 1"=40' LIQ X 29+76.10CITY OF RANCHO CUCAMONGA 1 �0 �Q� Z o- END PIPE 29 OPIPE `° 01��G Q Z e� PRIVATE STORM DRAIN IMPROVEMENT PLANS FOR z� �� INT. 51 Q�OFESS/pN �! !f ><\ p���QS� �6, 29+78.44 LINE »X" 21k1�P1Qti 0.57' 4.0' ��0 �.� C 4l� LINA X 6x `� � =10+.00 LAT. "X-9" ENO w o Z 4.67' �, No. 20596�rn z TRACT NO. 16227_1 T 0 CONSTRUCTION NOTES 26+43.29 oc* Exp. 9-30-07 ROW 2005-00785 26+38.62 BEG. PIPE J.S. 0 STA. 29+78.44 �qTF ciyl� ���P 44 CONSTRUCT 3D" RCP (D LOAD PER PROFILE) END PIPE 0.64, LINE Y J•S. 0 STA. 27+ 14.24 Q" cAL\F APPROVED BY )) DATE: C �' 233' LINE �'X'u CITY ENGINEER � L �1� RCE NO 24953 45 CONSTRUCT 24" RCP (D LOAD PER PPROFILE) — �467' 1.50CONSTRUCT CURB OPENING CATCH BASIN PER CITY STD. PL. 300 (W AS SHOWN ON PLAN) CITY OF RANCHO CUCAMONGA DESIGN MOR[[ 1732orteahlllAva. RECO DED CURVE TABLE R.C. ® Suit*350 (� ® CONSTRUCT MANHOLE NO. 1 FOR 36" PIPE OR SMALLER PER CITY STD. PL. 318 CITY OF RANCHO CUCAMONGA VERTICAL CONTROL D O K 1 C N Irvi",U 92614 Q 49 CONSTRUCT MANHOLE N0. 1 FOR 36" PIPE OR SMALLER MODIFIED (OMIT MANHOLE SHAFT) R L T BM 10090 Volar 949-251-0021 51 » DRAWN [CNDiT: Fax: 949-251-0516 SHEE J.S.JS0 STA. 26+40.95 A 30-28 ' 01 ' 45 . 00 ' 23 , 93 ' 12 , 25 ' SET 2 BRASS DISK IN CONC. CURB STAMPED nQ OF �Q PER CITY STD. PL, 318 "CITY OF RANCHO CUCAMONGA BM 10090 1987" D.L. v ERs 11401 N E E R s SURVEYORS 28 C7 LINE nX B 23°39 ' O 1 ' 1011 , 00 ' 417 . 32 ' 211 . 67 ' AT SOUTHEAST CORNER OF SUMMIT AVENUE 58 REMOVE PLUG & JOIN C 57-37 '22- 45 , 00 ' 45 . 26 ' 24 , 75 ' (CURRENTLY BANYAN STREET) AND ETIWANDA AVENUE, CHECKED NO 20596 DRAWING N0. DESCRIPTION OF REVISION DATE CITY AT END OF CURB RETURN. YEAR LEVELED: 1987 S.C.M. 020 `••• APPROVED: ELEV: 1534.374DATE ,�( FtLE NO —' I:\60400\IMPLANS2\SIP28.dwg 9/28/05 PROJECT SKEET NO. OF P ... ........ - f 7 w 5 vc' . 7 r ------- fool- 197, INS V _T 0 V� 7 I-IN)5HED SCRFACK 61 c TORM DRAIN 4 CPS 21. S V --z 2015 FPS 1 141 --- 11;�,ire- z6b____ - _ _ - 1 - - sc —T--7 16— Q lip 10 VU 9i iz IGL) )ES SHALL __7 + + � v it HAVE AQW70NAL VWR 19RCEAVW 5 Oki I 7 ILF - *IWO I I 1 .5 _t CO /5 1 C4 Ps v=1 16. It 1ps -,a 1vvs 1, Ir 2A I it AO 4.j f A W=4, V=f56# ---- 10 -v- =1 + T c 140 4, iv- 42,9X __u + N – r.A---- L C J4 19 ___y -2 fl s Lu Qlw= 69 GFS I Q Q1 032 LF V-M L 61 --:!4 9 i%-VRE, '4.J 7-1 .5-7 1 1 -25 Qq6J, .41! Lr y -ps P�, < 100 1�j Y' J? x 19 Q 104_75 it Low C�isr­ - OEM U3 2 _u 77 ill'), 1w, f IT- Z. 11 401 1 71 , FOR 0 LF - P1 VODt:T4 VE T. 11"jW1 I FF 1--l-E. I 777. 10 12 13 14 15 PLAN SCALE 16 17 19 -141__CFD 2004-01 STORY DRAIN CONSTRUCTION NOTES PIPES SHALL HAVE 112- ADDIRONAL COVER OVER REINFORCEMENTS CONSTRUCT 36' RCP (D LOAD PER PROFILE) co 404 CONSTRUCT 3Cr RCP (D LOAD PER PROFILE) V� 48 405 CONSTRUCT 2,C RCP (D LOAD PER PROFILE) d 045 SDUT11-11�RN CALIFORNIA f—DISDN @ CONSTRUCT CURB OPENING CATCH BASIN PER CITY STD. PL. 300 (W AS SHOWN ON PLAN) z 01 CDFqrq]DC)Fq @ CONSTRUCT MANHOLE NO. 1 FOR 3fr PIPE OR SMALLER PER CITY STD. PL. 318 CONSTRUCT MANHOLE NO. 1 FOR 31r PIPE OR SMALLER MODIFIED (OMIT MANHOLE SHAFT) SCALE 1"=40' f CS 151 4c PER CITY STD. PL 318 47 W=9', =4. + CONSTRUCT MANHOI F NO. 2 FOR 36" PIPE & LARGER PER CITY STD. PL 319 47 .89 V=796' @ CONSTRUCT MANHOLE NO. 2 FOR 31r PIPE & LARGER PER MODIFIED (OMIT MANHOLE SHAFT) T. 'ps-f@ PER CITY STD. PL 319 N80*48257E 15.16 %,:,4 Y�t zn-n-m �'m_ CONSTRUCT 36ox36' CATCH BASINS PER BROOKS PRODUCT CATALOG NO. 3636 C13. WITH N49-71V#7p -A; PARKWAY STEEL GRATES a--/5a4 END CONSTRUCT 1fr RCP (D LOAD PER PROFILE) 16. W=4, V=4.50' V*m. ca 5,. , =10 to 00 L REMOVE PLUG & JOIN R, taoux w 7 97 --------- 44 .87' PC je� LAT AA I VE '11) 1y76 MELON 4 3 _N �ql 7=7 43 4;i- 7:_ X\ + Q) P w z 1315 A 0 -I ril- 14,5 1 42 24 C> 0 j6 V'? ------ _R cou r 144 J1,1NIP1 R YA10/`A N Wit!L' f-11.. S rA, r[ TRAC T NO, -18 227--J IP C6 eL CITY OF RANCHO CUCAMONGA LINE OYS'" PRIVATE STORM DRAIN IMPROVEMENT PLANS FOR ESS C. LINE �t if "V Y, No. 2C 6 TRACT NO. 16227- 1 0 :D m Exp. 1 m 3-30-07 ROW 2005-00785 061 10-A 19.y", elvik I - i A+6 19 02 13+96.98 CA- APPROVED BY - D ATE:��T 0. END PIPE IJ-f 24-52 END PIPE CITY ENGINEER * RCE No 24953 CITY OF RANCHO CUCAMONGA VERTICAL CONTROL suite 350 X 0 66' J J4, 1,50 1.0' J64' DESIGN RECO IDED 7.15 MORSE 17320 Redhiff Am 5 CURVE TABLE CITY OF IRANCHO CUCAMONGA I pj?� 5.50, 4,67' R.C. DOXItH kvim,CA 92614 (D A R L T BM #10090 Voicc 949-251-8621 A 13040 19' 45 . 00 10 , 74 ' 5 . 39 ' SET 2" BRASS DISK IN CONC. CURB STAMPED DRAWN SCHULTZ FAX: 94 - 51-0516 SHEEf J.S. 0 S TA. 1J+ 19.68 u/.S. 0 STA. 10-1- 16.27 38*28 '43' 45 . 00 , 30 , 22 ' 15 , 71 "CITY OF RANCHO CUCAMONGA BM 10090 1987" D.L. S ENGINEERS SURVEYORS—] 29 38 J.S. 0 STA. 11+57.92 J.S. 0 STA. 14+00.04 AT SOUTHEAST CORNER OF SUMMIT AVENUE - I OF- LINE "S" LINE "S" L4 T. "S-3" LINE OS" 3"39 134' 1 511 , 00 ' 32 , 64 ' 1 16 . 32 ' (CURRENTLY BANYAN STREET) AND ETIWANDA AVENUE, CHECKED NO 20596 DRAWING NO. D 8* 13 ' 05' 1989 , 00+285 , 29 ' 142 . 89 ' DESCRIPTION Of REVISION DATE CITY AT END OF CURB RETURN. YEAR LEVELED: 1987 S.C.M. ATE FILE N 2020 D APPROVED: ELEV: 1534.374 0 1 1:\60400\IMPLANS2\SIP29.dwg 9/28/05 PROJECT SHEET NO. -OF rT_ % �U _T r IjIj - - - r _ 3 " _ _ w ss v .3 - — -I - --- - I - - -- --- - { - - -. -- - -- _ 46 r� r1-4,90' O _ s 1 j — _ N _... _ . . - W-181 1 5W a a _ 199tp O - � _- 0 0 _ �06_ N - y G - l A OF _ LS D I4i 0 R - _ 000, � _ s 1 _ I t - _ _ 9 n I J19 _I_ _7 _ _ to ( .----r - : :......._ ...e,. ,. �. ».. # . -. - _ 3 Al U S W A 4 _ W W . - W 8 q i' a -. .. .. A SSC _ .3C k N ` A I $, - 14 CF5 _ 1 _ f .8 --- - - - -1 `� � 101 _ _ FPS- . ?.. .. N - T. 39 4 I FF NS . __5-1642 2 P N �: 4. �� T. 5. _17 3 , C T. . 7 U 2 3 �s 4 � 60 X 4 � I _ - ST. Rac I CL WS . 1 0. . C 3 f .4 _ ff I _ - I L I-F F 19 20 21 22 2,3 PLAN SCALE 24 25 26 27 1"=40' CONSTRUCTION NOTES 44 CONSTRUCT 30" RCP (D LOAD PER PROFILE) cq A 45 CONSTRUCT 24" RCP (D LOAD PER PROFILE) CID 5 0 .P' 1 f sj, T.,. CONSTRUCT CURB OPENING CATCH BASIN PER CITY STD. PL. 300 (W AS SHOWN ON PLAN) CONSTRUCT MANHOLE NO. 1 FOR 36" PIPE OR SMALLER PER CITY STD. PL. 318 0 `� `n` 1.50, 55 CONSTRUCT 36"x36" CATCH BASINS PER BROOKS PRODUCT CATALOG NO. 3636 CB. WITH o� PARKWAY STEEL GRATES 26,cO2 26+p6.12 41 TRACT 1�1 J J 1J 2 l J l 0 pjpF C MH SHAD 56 CONSTRUCT 18" RCP (D LOAD PER PROFILE) i I � 56 00 C-) 13 Z 133 SCALE 1"=40' _- " 0 ST 26+04 00 o �.- _ •�----- ; _ — - __._--- - ----_ - � �� / _ � �� J.S. A. - L-45731' _ I LINE "So MEL 0114_� -- __._._.__ — DISI � - i yJ� `d.. — _- - r� ,......,...:..n .m., . ,.x / _ _ _ 23 O eQ o� a , v., � 79 k-1 r . 5 �- - - i W % �. it's 4, a ✓ 78 � (7 TT v 133 0i C3�� oo—z LINE S � h� � c � " 4 CITY OF RANCHO CUCAMONGA I ,oxo oXs? � / PRIVATE STORM DRAM IMPROVEMENT PLANS FOR D .68�'T QROFESs, LINE "S" 4 No. 20596P1" m TRACT NO. 16227- 1 0 13 oc Exp. 9-30-07 .� p 20+66'PIPE * * ROW 2005-00785 BEG. �q C!V 11- 20+62 p6 � OF W_\- � APPROVED BY � � DATE: PIPE ' . END � �?� �� RCE NO 24953 4p5 �5 CITY ENGINEER �� CITY OF RANCHO CUCAMONGA DESIGN MCRt, 17320RedhiEAve. RECO DED 4 61 NGA Suih 350 CITY OF RANCHO CUCAMONGA VERTICAL CONTROL R C ® o o K I C H hal".,CA 92614 Voice 949-251-8821 CURVE TABLE BM #10090 DRAWN SCHULTZ FAX: 949-251-0516 SHEET SET 2" BRASS DESK IN CONC. CURB STAMPED ' `�S. ® STA' 20+62.68 # °A R578 . 48 ' 3 06T33 ' "CITY OF RANCHO CUCAMONGA BM 10090 1987" D.L. P L ERs ENG E E R S SURVEYORS 30 OF 38 A 46 36 59 71 1 , 0 0 AT SOUTHEAST CORNER OF SUMMIT AVENUE LINE "Sm B 38045 '42' 22 , 50 ' 15 . 22 ' 7 . 92 ' (CURRENTLY BANYAN STREET) AND ETIWANDA AVENUE, CHECKED NO 20596 DRAWING NO. 0 DESCRIPTION OF REVISION DATE CITY AT END OF CURB RETURN. YEAR LEVELED: 1987 S.C.M. 020 D �'"• APPROVED: ELEV: 1534.374DATE FILE NO I:\60400\IMPLANS2\SIP30.dwg 9/28/05 PROJECT SHEET NO. OF I C 2 � W=24 I _ - - f - C Jz- j2 W- 1964 w 1 lit w r 9 ►�. : 'INN oo _ °� : UD ' _ 6 1N H 11 s r_ _ .fl _ y 55 t 4 - s� r : N _r _ 0 r _. > _ ,.. _ - _ # 4 f _ c 5 _ _ o�. _ Y _ .2 v N o . _ o 1 ._ _ NS . 00 LF _ _ 9 _ r _ 2 _ - _ _ \ ♦ 1 �". 0. .r. _ _ .. _. -- -- — Oc ^t N 8. _ too .8 ♦ L T 4 w 'AS,—2.' 74-1.�. _ _ _. _ �' V 5 _ + � 16 JL 2 6. 3 NN L C V 25amgwm 441Q�3 . 7 39 — _ ' - - ♦ - - _ : .. .. ., REEF .._. ........, ....,. ._.,_.. .......... ....... ....... .m .. ..,u. . .. . , ,.. .. .... ._ 000 SC AL ES. � z E T. IFF — __ T- - 35 ,__ _34 33 32 PLAN SCALE 31 30 29 28 27 /�' 26 1"=40' / / CONSTRUCTION NOTES N w _ _ �„ -182-2/--1�� _ \ ,/ 44 CONSTRUCT 30" RCP (D LOAD PER PROFILE) � N'4 -- TRAC NO. 1 J2 7� 1 " ( \ ® CONSTRUCT 24" RCP (D LOAD PER PROFILE) CONSTRUCT CURB OPENING CATCH BASIN PER CITY STD. PL 300 (W AS SHOWN ON PLAN) z W � � � CONSTRUCT MANHOLE N0. 1 FOR 36" PIPE OR SMALLER PER CITY STD. PL. 318 �sz, ►• < x x --_ —– I / \\ \\ 5 REMOVE PLUG & JOIN11�CIS Lit 27 (� 815 �' i� 34+34.75 My S�4FT END PIPE \ 2 C 955.0) 28, .� o \ lAr I - / jaw 44 1.80' SCALE 1"=40' lip / F� f� 44 29 L931 J.S. ® STA. 34+35.75 �' �� � Al �QP�` 30 5 � � \ . / 32 24 N \ '`, rr�r�.. 11J. 1622-1-1 ROW 2005— 00000co �c / / �j. .li�•J rL / e" / ZjL CITY OF RANCHO CUCAMONGA 2 \ O I;10• 3515 t OC - / / I"" 0 6 � �• \ �P 3 �00. 'j , ' / PRIVATE STORM DRAIN IMPROVEMENT PLANS FOR � � � OF ESS 2 � Q� ioNq "DCB" 23 ► o -- o LINE ®CB TRACT NO. 16227-1 � No. 20596 r" m 1 "' Ex 9-30-07 � d * ROW 2005-00785 rte" !1 !�1 O!� CAL�� �- -' ' ( L#VE APPROVED 8Y lea RCEE NO 2953 CITY ENGINEER CURVE TABLE DESIGN MORES 173TORedhillAva. RECO ED 1 # o R L T CITY OF RANCHO CUCAMONGA 1Suits 7320 0 g� ti A 9 0° 0 0 ' 0 0" 22 . 5 0 ' 35 , 34 ' 22 , 5 0 ' $CITY OF M 100 0 RANCHO CUCAMONGA VERTICAL CONTROL R C f o o K i c N Irvine,G 9T6U ' Vcicr.949-351*621 B 21 °32 '26' 689 , 00 ' 259 , 03 ' 131 . 06 ' SET 2" BRASS DISK IN CONC. CURB STAMPED DRAWN E c H U k.►: FAX: 949-251-0516 SHEE \�� C 51 °40 '33" 45 . 00 ' 40 . 59 ' 21 , 79 ' "CITY OF RANCHO CUCAMONGA BM 10090 1987" D.L. p NERS ENGINEERS SURVEYORS 31 OF 38 D 1 °34 '27' 1015 . 0 0 ' 27 , 89 ' 13 . 94 ' AT SOUTHEAST CORNER OF SUMMIT AVENUE (CURRENTLY BANYAN STREET) AND ETIWANDA AVENUE, CHECKED NO 20596 DRAWING No. \ E 56°51 ' 13" 22 , 50 ' 22 , 33 ' 12 , 18 DESCRIPTION OF REVISION DATE CITY AT END OF CURB RETURN. YEAR LEVELED: 1987 S.C.M. 2020 V a" APPROVED: ELEV: 1534.374 DATEILE NO I:\60400\IMPLANS2\SIP31.dw9 9/28/05 PROJECT SHEET NO. OF Cfi 44 W-� V=$.W C C8 it 14 * V= N-- 1 57# l0j (,)v of LA `H T)�cf Ic fM IV SU 0 0 F, 4m Ic ko t13--- 9, a Or <1 Tm IN- -7 V-1 1 4' V-,5.1 lIx HG 00- �,�N Ithc *-ecl F- 1 5 9 5�1 Qj F;. e� + U�l 4 - e. I -- -- �l ,1� ----�-t I� 1*111 !V GLil 0 6.9 CFS '6130 1 PS 40�% Id 10 2,2 F "Is 7- j:� 2.2 �-Zf. U /51 V 25.0 fRS t 9 r .0,1 12 Y.9; L� A'llp A6.:--2 12 lF - --- --- - -- - - - , --- I I#$I----- - -14A IN�,"l 4" 24 fi CP--16 70D LA 115 1 4 --2: It 30. t FS 00 c Li i J:- Zz 7 (4 't;1.2 CF.' pok �i- tr .1 A Vp if W -w �Z)7 IPS A L pjj 142, 4 14 FPS 3 �64 LF V 27. V �z F I'S i'ON 5 T. 0 X, aw M %PWI ew Q)it CO) ISr 77 c-rl 42" M I R0 0 iN V a T ��1-0392:: Ao OF "FOA waor T Ulf 7 19), 1 116 7 2W. 4CA 4 1�R I 1 4-0 T + + + Q) PLAN SCALE 12 13 1 .4 15 16 17 18 19 1"=40' 65. 18 LF 2784 Q 1 o 54" RCP 54" RCF, 3.03' -4.21 LF all PIFES SHALL HA VE 112"ADMONAL COVER OVER REINMRCEMEA" Aw- 48" Rcp Y, cm SEE CFD 2004-01 STORM DPAIN PLANS 06-59 SHEET 13 OF 24 M SH TIM' 0+16-88 d 4 .09 PIPE z 4.02 0 65' 4.67' L-4 U SCALE 1"=40' Af�T NO -18 227' j 48 D, PoNr LAT. MIN PLANS -- J.S. 0 STA. 18+02. 11 J.S. Q S TA. 10+ 17.5J STORM L, "+ ;:� - -St'-FOI? + LINE '*Lr LINE "C" Cg FM 204-01 R 4 wz=171, DAY in I I ��q F c6 4. c4 -�k 20. ------- /V IZ49:?o 9,3 -19 9 9 --19 /0- --j cl* + quo @ i4*iiw 4, U3 LWA e IL RV, 10+61.06 -----------:11 11+28.65 /Z ........... ----------- ...... Of-U. I if L BEG. PIPE 10+56. -Aw A, END PIPE _2- 7 r 0 N Op.\ .... 10 T R T Na j -16 A� z 8 J.S. STA. 10+57.50 J.S. 0 STA. 11+25.53 Y' Nt "C" "C" Q, LINE LINE 4. J 0, % 6w LINE 108 c6 163 z 140 CITY OF RANCHO CUCAMONGA OF 24 C3 C�o + + PRIVATE STORM DRAIN IMPROVEMENT PLANS FOR ES m Sit Qi r-- 7-� U3 . C. :m \ rol LINE "B" CONSTRUCTION NOTES z m 'o 4 'A� Ua . I-- ;p -Acl > % 0:� k. 6099 �lpll �i TRACT NO. 16227-1p 16227-2 & 16227 0 @ CONSTRUCT 4T RCP (D LOAD PER PROFILE) No. 20596 rr' m 15 Exp. 9-30-07 CONSTRUCT 4t RCP (D LOAD PER PROFILE) 9 6 G. ROWS 2005-00785o 2005-00786 & 2005-00788 15+55.4 1�15-1-94 67 cwt CONSTRUCT 3Cr RCP (D LOAD PER PROFILE) 0 pjp� 1j1pi- 16�1-00 17 ckl-\� 202' J18, Ily, APPROVED BY - DATE: @ CONSTRUCT 2,C RCP (D LOAD PER PROFILE) 4.J1, 8fic CURVE TABLE CITY ENGINEER ' RCE No 24953 CONSTRUCT CURB OPENING CATCH BASIN PER CITY STD. PL 300 (W AS SHOWN ON PLAN) 550, 5,50, J36' - # A R L T DESIGN MORSE 17320 Rdhifl Am. RECO CITY OF RANCHO CUCAMONGA ;>VED CONSTRUCT MANHOLE NO. 1 FOR 36r PIPE OR SMALLER MODIFIED (OMIT MANHOLE SHAFT) 5.50, 38*56 '52' 45 , 0 0 30 . 59 ' 15 , 91 , R.C. Suite 350 PER CITY STD. PL 318 CITY OF RANCHO CUCAMONGA VERTICAL CONTROL DOKICH Irvine,CA 92614 36*14 '55' 45 . 00 , 28 , 47 ' 14 . 73 ' Voicr.949-251-8821 CONSTRUCT MANHOLE NO. 2 FOR X PIPE & LARGER PER CITY SM. PIL 319 # BM # DRAWN SCHULTZ FAX: 949-251-0516 SHEET' J.S. 0 STA. 15+21.27 J.S. 0 STA. 15+57.51 J.S. 0 STA. 15+95.86 C 54*39 '30 861 . 00 , 821 . 37 ' 444 . 95 ' SET 210OB9ROASS DISK IN CONC. CURB STAMPED CONSTRUCT MANHOLE NO. 2 FOR 36r PIPE & LARGER PER MODIFIED (OMIT MANHOLE SHAFT) D 51 *54 / 18# 22 . 50 ' 20 . 38 ' 10 . 95 ' "CITY OF RANCHO CUCAMONGA BM 10090 198-r D.L. p 14IRS IMI.NIERS SURVEYORS_j 32 38 PER CITY STD. PL. 319 LINE "B" LINE "B" LINE 14-59 ' 07' 389 . 00 ' 101 , 74 ' 51 . 16 ' AT SOUTHEAST CORNER OF SUMMIT AVENUE OF- # (CURRENTLY BANYAN STREET) AND ETIWANDA AVENUE, CHECKED No 20596 DRAWING NO. REMOVE PLUG & JOIN T� 28-47 '32 1 22 , 50 ' 1 11 . 31 ' 1 5 . 78 ' DESCRIPTION OF REVISION DATE CITY AT END OF CURB RETURN. YEAR LEVELED: 1987 S.C.M. - 2020 D APPROVED: ELEV: 1534-374 -- DATE LE NO CO) 1:\60400\lMPLANS2\SIP32.dwg 9/28/05 PROJECT SHEET NO. -OF d. D�4 7r SEARS biqjs A. ff-i rw OR FN15 HU Ov �v I I - f _____ -_________- 7"' DA _1-1 - 1, 1 18-- - -,-1 -_ - �� 7 �­_ �_;, - - -_ -_-_-wx- V i15. I s -21 ro 0 OVE ef 7 ox VA OR UN FOP _w F tt I 'e 7 %41- NFU110S MTV— o� L W ;;W�_ + 6"r IAJ _7 v-9.120 0 �O Z v- LF .24' R(,P-1 0.2 Cf *+ OF; .4 V=8.,W ITS AQ_ -7 f2 < 7 v -FPI>1 IS r. R44.,�2 IF AR4 X Svf fqti LF +t I I - I %_ I I - 11? 00 24 '1 Ir -I WV 7-7- v 1469 CONST.f ff L) 24 1�R_-I- 2 Cra 7 1w _7 ------ F IGLI v- t 2$1 IF I- bw fiep Y4& ie�r - ___ ��_ r "now 2) v r_fy 11770CM& 10 _t4j c_z il ?RQFI-E SCAL 'A 1 t FOR . 1"1401 1 1 --r-rt r T. ��it#=- -fp ...... PLAN SCALE 19 24 25 26 27 28 29 30 31 20 21 22 23 1"=40' C,4 LINE 7 24+73-83 CONST 189.90 LF 420 RCP V=4.50' aEG. PIPE 16" f co 47 8460 A0+1 9 PIPES SMU HAVE 112- ADD1770ML COVER 14', V= ir .,> 1=. 5��N 11 DOP INT. Q0 OVER REINFORCEMENN rfrwwf 1 � r 1 8.37 LINE 8 V. 18,091 24, 00.00 LINE 1.50, 30 /v z 70y3r W531157 91 3.67 40 :=10 22�61' 0. 6 c 4Ne A WFXE SHT -- �'V4�_6 5.17' f INT 11+66.47 LINt-E- +68.78 STR. STA FREf"WN 49 104- . LAT rev J.S. 0 S TA. 24+68.37 J-S- 0 STA- 30+74.58 50 S7F. Z =18+5 47 ?! LINE "B" LINE "B" 7 PEP 2 39 VNE SCALE 1"=40' PRWILL �EREON 47 c6 c co 11 A 1, ir,962 3(13 C INT 'I V A 02.3 g-, V=4. (3, r to i rtav Ljlvt- I olv/av w %,- 10+50. E 48 1 1 10+3 o- END Q)=j.0n+n0 LA s T. C CB 8A 1-1-4. V=4.,7v LATA, f i 6 8 ....... w 094 I Al TRACT 1\10. -16227-2 \\ W= 10+30,§ PIPE -,A,v � - �1 34 4 T. A r, _W Ju PLES Wy� fND rjr� 072'50r -Jy NA 45 Pfi of U SK. Jv Sff I V_312�( rpi 0 93� N,41--%�~ u I - -,___ - --\ 2 8 '1�Nyl) 14 ---------- ------ VE 10+14.57 90 w 641-10 K + BEG. PIPE L WA Tf N 41ja + 0 A 4 7 8 X 1.00' C, 10+09.90 END PIPE 91 T j\j -18 227-2 AI T jF?A c 9 _I& V)4 pf ul %V I + IF INT @ J.S. 0 S TA. 10+ 10.60 2 LA T. "B-8" 11 28+24.70 LINE "tr z A G'f C6 10+00 LAT "B_100& OB-I I 28+2J.70 ATER LND PIPE :.-A X__ LINE A. 28+24.70 CITY OF RANCHO CUCAMONGA J.S. 0 ST I-ER 4%. LINE mtr oCFAN DR, PRIVATE STORM DRAIN IMPROVEMENT PLANS FOR TRACT JN i -id 2/27 'N v INVIAN ES -V 44 qj% I� "A' 27+57.47 LINE "B" rz - 4,�� A,- C iNT. PIP C:) 2 +5 0 LINk C> t! PO 3.67' N�, 8-8 D No. 2059 m REAR 2 & 16227 CONSTRUCTION NOTES =10+ PIPE .jk 11 C 6 TRACT NO. 16227 5 1�. 5.1 41 Exp. 9-30-07 ROWS 2005-00786 &2005-00788 @ CONSTRUCT 4t RCP (D LOAD PER PROFILE) 10449.92 u civ 21+25.4 zg f cn - END PhRE CONSTRUCT 3T RCP (D LOAD PER PROFILE) i3EG. PIPE J.S. 0 STA. 27+52.JO APPROVED BY DATE: CONSTRUCT 2e RCP (D LOAD PER PROFILE) 1.50, 18J CITY ENGINEER 06 1� 24953 CURVE TABLE 4.0? .50, LINE "B" a��_d RCE NO CONSTRUCT CURB OPENING CATCH BASIN PER CITY STD. PL. 300 (W AS SHOWN ON PLAN) .50, DESIGN MORSE 17320 Whill Avo. RECOMMENDED # A R L T 5 CITY OF RANCHO CUCAMONGA Suim 350 54*39 '30' 861 , 0 0 821 , 37 ' 444 . 95 ' CONSTRUCT MANHOLE NO. 1 FOR 360 PIPE OR SMALLER PER CITY STD. PL 318 CITY OF RANCHO CUCAMONGA VERTICAL CONTROL R.C. DOKICH Irvine,CA 92614 BM #10090 DRAWN Voice:949-251-8821 53* 13 ' 12' 22 . 50 ' 20 . 90 , 11 . 27 ' CONSTRUCT MANHOLE NO. 1 FOR 36r PIPE OR SMALLER MODIFIED (OMIT MANHOLE SHAFT) SET 2" BRASS DISK IN CONC. CURB STAMPED S C N U IT T X FAX: 949-251-0516 SHEEY' 57050 '370 22 . 50 ' 1 22 . 72 ' 12 . 43 ' PER CITY STD. PL. 318 J.S. 0 STA. 21+ 19.90 J.S. 0 STA. 10+50.8J EC "CITY OF RANCHO CUCAMONGA BM 10090 1987" D.L. III HERS ENGINEERS SURVEYORS 1 33 38 23*55 '48' 711 � 00 ' 296 . 95 ' 150 . 67 '- CONSTRUCT MANHOLE NO. 2 FOR 315r PIPE & LARGER PER CITY STD. PL. 319 LINE "Lr LINE "r AT SOUTHEAST CORNER OF SUMMIT AVENUE OF- (CURRENTLY BANYAN STREET) AND ETIWANDA AVENUE, CHECKED 20596 DRAWING NO. E 18*54 '43' 22 , 50 ' 7 . 43 ' 3 , 75 ' DESCRIPTION OF REVISION DATE CITY AT END OF CURB RETURN. YEAR LEVELED: 1987 S.C.M. N_ APPROVED: ELEV: 1534.374 DATE E NO 2020 D W 1:\60400\IMPLANS2\SIP33.dwg 9/28/05 PROJECT SHEET NO. -OF ft AIN A_ Al nm _!AF L2�t 17,WS IV,re�' 4- T. F 'Pat IL P ----------- 124 Q I- M W ------ 4A C, C9,112 wZvj ',V=9W ------__7 v tot 9 A X1, 0- 6 . ....... 110 ef it- 1. L -1 1 -4.50' 'V Z z4, W__w.f wwr �\,.l OR 'I vX1, "I g s 10 93 lk� OF Sh 99w kk4it; I. - ---------- --- ACE GO I f ( ra s­ t's ----4--- If LR4W iz, r 6 -cl 2 5 5 V�m __ I Ic 75 �7 _Y A v--1 0i 00 _m7Z_LF_. IMF. IZ' 3L L r. A_wr__-m W_ ___ ___- _­ ____ --- - - -_ - _ -_ 9 CF 6.8 Jv J I T V-19,48,FP.1 1295 10) T_ c?Nsr �,28 r 3 1.,i?vQ it- op I =4.` 1.42P Wf-2 V W=2 11,V- qa -I W! 24 RCP- F60V n". <;�;k "S 4100 29.5 4TS p� jp Ato 010 M f !d' o v=117.1 It __7 41 2M.?01 1 1 1 41 IS _71?�� 6h IL 0 2 a .0 ROP r. .2.0 L� 241 42 adl- 80- -1 9 lfp! N V. -7 Im I F 1 0" -7 V=19.- 1 Ps Ef 7, 1"48' T_-7, to I i4 *P416ywn L 'Al C 2 Rll� 7 LAI 0 Vp 21 20 19 18 15 PLAN SCALE 14 13 12 17 16 1 =40' Il PIPES Sh4LL HAVE 112- ADD177ONAL COVER CONST 79.09 LF OVER RUNFORCEMEWS 85' 0.32' 24" RCP-16000 5+65'61E � 0 pip 0100=45.9 CFS V=16.97 fPS d 7 3 CONST .36.60 LFL`� CONST 16.81 LF z o D_ o +6 58c RCP-1600D 104,10.34 0 N 74 1 1 ,72 X 30e' RCP-1600D 0 e . Ar 0,00=42.8 CFS G. PIPE :A0 0 _Z_ V-18.44 FPS 2P TRAC T 1\10, 1 2 5 r/I J.S. 0 STA. 15+65.99 70 LINE -N 69 E7 SCAL Y, '76 E 1"=40' g WA 38 w A (w 4 q 78 -7 7 87 �z v le 86 LQ C: (15) 5�' CD w C3......... YN 6 0 Vt &ON z: I * B Z)l Z� go 1,9. z 84 .9. f r 80 4? 4 1.02 A 51/, + r�\ c6 LINE OD e, is, Q� K�3 4 @ �'k z 81 49 82 10+24.28 t-a BEG. PIPE eL 10-�65.55 141 10+60.88 CITY OF RANCHO CUCAMONGA BEG. PIPE END PIPT Lev 45 INZ I INE 00 10+19.61 14; Jr/ END PIPE PRIVATE STORM DRAIN IMPROVEMENT PLANS FOR CONSTRUCTION NOTES C. LINE "D" J.S. 0 S TA. 11+45.85 J.S. 0 STA. 10+61.55 J.S. 0 STA. 10+ 19.86 TRACT NO. 16227- 2 (B CONSTRUCT 30r RCP (D LOAD PER PROFILE) No. 20596 @ CONSTRUCT 24' RCP (D LOAD PER PROFILE) LINE LINE "D" LINE "D" Exp. 9-30-07 ROW 2005-00788 Vik- CONSTRUCT CURB OPENING CATCH BAS114 PER CITY STD. PL 300 (W AS SHOWN ON PLAN) CAO� APPROVED BY DATE: @ CONSTRUCT MANHOLE NO. 1 FOR 36" PIPE OR SMALLER PER CITY STD. PL. 318 CITY ENGINEER RCE No 24953 CONSTRUCT MANHOLE NO. 1 FOR 36r PIPE OR SMALLER MODIFIED (OMIT MANHOLE SHAFT) CURVE TABLE GA DESIGN m 0 It 6 11 17320 Redhill Ave. REQQ D PER CITY STD. PL. 318 A R L T CITY OF RANCHO CUCAMON R.C. she 350 CONSTRUCT 36rx36r CATCH BASINS PER BROOKS PRODUCT CATALOG NO. 3636 C13. WITH 35*36 ' 09' 22 , 50 ' 13 . 98 7 . 22 ' CITY OF RANCHO CUCAMONGA VERTICAL CONTROL DOKICH IrAm,CA 92614 BM # 210090 Voice:949-251-8821 PARKWAY STEEL GRATES 36*48 ' 15' 289 . 00 ' 185 . 64 ' 96 , 15 ' SET BRASS DISK IN CONC. CURB STAMPED DRAWN 6 C H U L T 2 FAX: 949-251-0516 SHEET' 40*42 '43' 311 . 00 ' , 220 , 98 ' , 115 . 39 ' "CITY OF RANCHO CUCAMONGA BM 10090 1987" D.L. NEES I NEER$ SURVEYORS 8* 03 '46' 689 , 00 ' 1 96 . 96 ' 1 48 . 56 ' AT SOUTHEAST CORNER OF SUMMIT AVENUE 34 OF 30 22 , 50 ' 1 19 , 35 ' 1 10 . 32 ' (CURRENTLY BANYAN STREET) AND ETIWANDA AVENUE, CHECKED 0. 0 E 49* 15 '55' DESCRIPTION OF REVISION DATE CITY AT END OF CURB RETURN. YEAR LEVELED: 1987 S.C.M. No 20596 DRAWING NO. - APPROVEDIELEV: 1534.374 DATE � /I-ey-415FILE No - 2020 D- If) 1.\60400\IMPLANS2\SIP34.dwg 9/28/05 PROJECT SHEET NO. -OF N ki kq V, _ 'T _v.. _ t_ _ _. FAL _ 1 _ W � I I O -12 _ o ... _ ....... .. ... _.. _ __ ......-. __ .... _ _. .... __. _ .... ... ... .. ... ...... _.. .. _ 3 _ � : _ € IL T 6 I GL I - - - - \ N $ pAg 3. N 4 , _ t D� -C __0VjE -- - _ -_ - - -- G - o - u 92 .9 . 4 _-- _ Le r - I _ r _ , I - _ _ MW inn14010% OA ,� - _ _ ; 1 -1 .1 0 o I I V 7. 6 S COS73.14 / / / W \ \ _ 0 Ti12. % / 14 54 LF 4 R _ = 0 L N o _ ( .0 50 4 - aoIla 160 1 f za a o - I h I 5EC 2 _5'TOMDAl I _ P S S. F 2 S Am 1 •� 1251 W W �� a N -�\ Q .1 C / / A 9 I , o' m� o tl `° \o\\ I V 15. 8 9. t O z + cfl - I y = N ^ A �, \ 1, CO 5 .6 0 ST. 64 42 LF 10 .1 C , + ` 1 - = - / 3 R P=16 D 3 RC -1600U: 4 + + �+ o \ I / I i 10 92 FP i i I 11 00 E �• ` .o I Z - _ __�.. _ _.__ _.__.__. ___.� . ......._ I. 0 ST. 57 83 LF � ,, �' . � i v ,._. ._.. T__ f! t , 11 � C � 6�A • 4 R I I _ _ C s r _. �D (46 rtac-0s, 60 4 a A o V 27 15 FP V --UU­ 27. PS 10 � i I _ J8.63 2. 1, .70 7_ I ,. i 3 �4. . . } : OR Z. 1" 40 140.64 LF - �4 RC 160 D v.. .... _. ._. - 19�6Z o 16 15 14 13 PLAN SCALE 10 1 1 12 13 19 RSP -� 18 17 1"=40' 3� 58 PIPES ADDITIONAL HCOVER 2 OVER REINFORCEMENTS ~ 10 = A_ Cm +(a +a `� 10�� .74.S`sO" INT ' °'+ W Q o> J O LINE n Q m �� 466 o LPT J- t' CONST. 7.33 LF 0 1 00.00 o 24' RCP-1600D TRACT `' %10� -16227 1 14+64.26 / °`° Z LAT. �V 7A p " l' ",1" ,E END PIPE A; _ � fJ �.., 47 #1 �.:� E�.a N 1 _ /�/ /err - / TRACT 1\10, -16227--1 U 0100=1.3 CFS I Q 1 � L � I I I v' o L� I ��(\� tip` ,�' �� i� 00 V = 9.35 FPS \ I I \ I W N I�I-► ; I \ ti f 'f i ir��`` / �ot�l�,j�`,• i \ Jr STA. 14+56.00 ,,, ., ko F V r..:> I I � _ _ __---- - --- - � _- � I► �� / ). � � 1 J.S. t� � • i -�e� ��• ,� .� �oo,��yo_ - � � �� � � 2�` �� ' I - - I I N o � ',' , ► � LINE J" ,- 1�� �/ W `��"'' n ,� 1'� �� SCALE 1"=40 tpCn ~, �o va. \ ___ ___ --- - -- 45 , ��, �' Q , / C193.4 - - .a __ :_ - - N3'35'54" 3 86 1st, ¢'%ryj� f ���- �_ ,._,..___.--.•-•=� 43 7.96 ___ - _. E 206.32 2 _ •Op "3/" ,�'` �/ i �o � N B `^' � .,. SCALE 1"=40' !qT a / i _-' SE CFD 4-01 STORM DRAIN = W �pp Z - N 24'0 : r m ° Seo 1672• ! C 24 ti + NS SH 10 OF 21 SHTS. + m _ - 21 ^»s� 4 { s e z .. 10+13.14 / 14+49 ,°' ifs ::"\ W o, / 15 EASEMENT STORM N --- A ' 'o-` 3 # _E AP,; i. .. 6C QO / �/� - - --- -- ---------- EASEMENT ' p 2 �. . .._.._ vV = .. # END P \ 10, 5� / .a o' E N 63'0121" W 234.75' Z cru,"� - - - - � .. 'N - ,.._ ,,......, •- � COIN ; � �,,�' }; ,�� ,..._._ � ;' Q oe E r� O f ` \ .' w Ll UN w ►_� N Z ocp W ', I d cr w D �' 'ti4 I I_ o►-� .. I 1 I I F"^°' o it STORM ° >>F�" ` 1 •� ." o ^ 0 1 Iry o; o0 0o I I I i x o � 'T � \ 15' _ I , II II LINE j11 1 \ r �° ' / I Z 00 oN 50 50 ° •,,�`� S�JER �\ ` \��� �� \ .� �� !! f1 // I Q 15 MENt \ �\ 1922.9 r 6� ;^ �. F � I I .tt 51 0 + �' 6i D� ESE \ (� /` i \6� �9� \ .. _`,, LA T. B 3 / I ul o w y hxS 0�0 \ \ '� \� \ \ I CO) 3+26 6 a �`_ \ p EC TRACT BOUNDARY r r r r- J 15+3 5.24 -- -- --- ---. TRACT J, 1 »f -1� a BEG PIPE �,^ °� CITY OF RANCHO CUCAMONGA INT 18+29.07 ,0 6s s� �y x Z - _:." �F, �o• o N� 06 I S 18+30.23 UNE „3n END PIPE 1910 O oo.00 r�r. pj-7 1.1s' 220' �y i , �� PRIVATE STORM DRAIN IMPROVEMENT PLANS FOR W 10+ 3.51 5.50, 1 ,� I � 15 +:a c�oF S/D !! !! !1 !! ` 17+58.15 1__I_ __ ,` f 1 j_,. Q LINE 4.67' '�`� 1.50' END PIPE '- I I 00 ri �4 ,?j �4��\F-`( C. ��` J & LAT. w P - ��x6�c,� 5.33' 1.17' �2 ��= CONSTRUCTION NOTES #1h�.. v� i3 i�` No. 20596 m TRACT NO. 16227- 1 & 16227 o J.S ® STA. 18+30.23 s.5o' J.S C� STA. 15+31.94 LINE „J„ v o ',f. :f EX 9-30-07 _ STOM DRAIN IMPROVEMENTS � P' � cc ROWS 2005 00785 & 2005-00787 a LINE J' `\ �, `:,4 /-,, s�9T clvlt � a�� F �` � ® � ::..� F OF CALF G ® CONSTRUCT 42" RCP (D LOAD PER PROFILE) J.S. ® STA. 17+59.32 , M )° 6.A_ ;' 0t V/112 F APPROVED BY DATE: 11 43 CONSTRUCT 36" RCP (D LOAD PER PROFILE) LINE CITY ENGINEER ,i��� ���/� ' RCE No 24953 Z 45 CONSTRUCT 24" RCP (D LOAD PER PLAN) CURVE TABLE --- - DESIGN MORSE 17320 Whill Ave. RECOM DED Q ® CONSTRUCT CURB OPENING CATCH BASIN PER CITY STD. PL. 300 (W AS SHOWN ON PLAN) ® A R L T ._ CITY OF RANCHO CUCAMONGA R.C. . &AM 35D 50 CONSTRUCT MANHOLE N0. 2 FOR 36" PIPE.& LARGER PER CITY STD. PL 319 14 AA 4°2 0 '33" 1611 , 0 0 ' 122 , 10 ' 61 . 08 ' CITY 10 RANCHO CUCAMONGA VERTICAL CONTROL D O K I C H Irvine, 4 -2 1-8 O BM #10090 DRAWN � Voice-949-251-8821 B 15°41 '48" 45 . 00 ' 12 . 33 ' 6 . 20 ' SET 2" BRASS DISK IN CONC. CURB STAMPED SCHULTZ FAX: 949-251-0516 SHEE C 51 CONSTRUCT MANHOLE NO. 2 FOR 36° PIPE & LARGER PER MODIFIED (OMIT MANHOLE SHAFT) O CITY OF RANCHO CUCAMONGA BM 10090 1987" D.L. P N E R 5 ENG 1 N E E R S SURVEYORS 35 OF 38 PER CITY STD. PL. 319 © 57*43 /56" 22 , 50 ' 22 . 67 ' 12 , 40 ' ,� AT SOUTHEAST CORNER OF SUMMIT AVENUE I �oAlN6CT 4- PVc •_1050RA/N To c.,8. 1W F<oJ?ac p•/7.1/ CHECKED E NO 20596 DRAWING NO. o 58 REMOVE PLUG & JOIN DO 20-4345- 22 . 5 0 0 . 91 4 . 12 EO 13-53 ' 08' 45 , 00 ' 1 0 . 91 ' S . 48 ' 1TY ATUENDNOFY BARB RETURN.NYAN EYEAR LEVELED:AND IDA AVENUE, DESCRY TION OF REVISION DATE APPROVED: ELEV: 1534.374 S.C.M. ATE FILE NO 020 fl � I:\60400\IMPLANS2\SIP35.dwg 9/28/05 PROJECT SHEET NO. OF _ '!o 1 _ TOFL _ T _ 2 1w 1 s ut ITAL - - - _ - _ c9 : I _ — — — 1 'h V 1 . _ , : Gt _ Cs g 9 9 n — _ _ 9 N D s + _ 9 _ : o _ o _ ti _ g 1 _ _ F qRk t P- - h _ lb�to . . _ cs Ob ��IN _ I Irb O � 0 g 28 LE 1. 0 24" ft -- -- W _ rr lot5 _ 24 61 rw 'ok t4 lt _ o c�, .,. 4. W T J r. Q„ + ,. i - - ^11• . _ _ 3. d Al G�OVN _ a(l .8 G T. 87 P 1 2 _ t r o>, S . NS : .3 CN 5 j _ _ 1 3 P 1 - _ 30. _ _ - _ t _ , _1 40FFF_ _ OR 29 28 27 26 25 24 PLAN SCALE 23 22 21 20 19 18 1 =40 CONSTRUCTION NOTES CONSTRUCT 36' RCP (D LOAD PER PPROFILE) -N 0'4649' E 10.36' CONSTRUCT 30" RCP (D LOAD PER PROFILE) 11 X43'$' I G I 45 CONSTRUCT 24' RCP (D LOAD PER PPROFILE) 0 CONSTRUCT CURB OPENING CATCH BASIN PER CITY STD. PL. 300 (W AS SHOWN ON PLAN) TRACT / i ' 1 RA r NO. JJ 2 2 J — + 5�T k2k84 CONSTRUCT MANHOLE NO. 1 FOR 36" PIPE OR SMALLER PER CITY STD. PL. 318 I F�ISEMENt 1� Q1PE I f1�c�� 56 �T '��Jr I X110 I S� 49 CONSTRUCT MANHOLE NO. 1 FOR 36' PIPE OR SMALLER MODIFIED (OMIT MANHOLE SHAFT) II PER CITY STD. PL. 318 N 15'22'57' W 132.27' I _, f 5 DMIlvA6£ i I I� CONSTRUCT MANHOLE N0. 2 FOR 36" PIPE & LARGER PER MODIFIED (OMIT MANHOLE SHAFT) SEE PRgl7LE W. 38 I I56 ,,,�+r EASEMENT w - «" "� 1 i I 11 III I I' 10'40'54'W 969' I I PER CITY STD. PL. 319 i i II I 55 CONSTRUCT 36'x36' CATCH BASINS PER BROOKS PRODUCT CATALOG NO. 3636 CB. WITH '6 .:: i I I I 1 it 7 III n I PARKWAY STEEL GRATES CONSTRUCT 18' RCP (D LOAD PER PROFILE) SCALE 1"==40' 45 I I I I r, ___.__ I ' 5© CONSTRUCT DOWNDRAIN TO PIPE TRANSITION PER ROUGH GRADING PLAN I� (1930.7 Ico JP 3 s`' I i �I �I j f ' t� 1 "�'' ^ I N ° I 10+28.55 f f 4 V Ab TAHOE PL. a_ 1 T + / / - J� h 0 —_ -_ -- .may - _. VZ .M i °A i ►-(� �t $ - ,".• :_- _ -44 C 44 -___ -- 1` -__ ___ "fi 97 _ 1 44 a0 C� lu, .....-''./f� 16 P 117ujN r 00 I \ �_- ^ ww.,..w...a..p-!+'„ ._' .,.rr".,+.' / / _ r .w,. .,,.ew+n".,.... ., ,. ..,..jvm. w:,.. ..w.»,,..,,».a_n e .. ..... • -__." wn «m.„.he",.w..'. .,m .,:.w-r. t^ 00 vJ firm 00 41 A r445 \ re{.33,54-_- — # jaw 4-00-'3�1-"f 3354 _ - cn �,, + 7 .. - � ��.-----• cel S � o� a 51 _ � 48 w a� CITY OF RANCHO CUCAMONGA �. Z?S ��� �, 19f41.71 PRIVATE STORM DRAIN IMPROVEMENT PLANS FOR �NxN QQ END PIPE Q�OFESS/pN LINA ��� x o OCG 3.74' _1.76' �w��o,� �� C � c� ” X TRACT NO. 16227 0 \JOXO s ti '� \\, ?XD 4,67_ 5.50 <„ J' �o 4.67' oXo `�� �� 2.34' 2.33' No. 20596 ,,, Exp. 9-30-07 O i BOO���� +. _... *� �'I V 11 \ ROW 2005-'00787 263' 204' _ N �qT F� XO'�• QF• �`� o J.S. ® STA. 19+43.47 �r \o{ 27+85.47 22+30.61 22+25.94 �,�4 �`' CURVE TABLE �► �°j` GA��F APPROVED BY DATE: f MH SHAFT B£G. PIPE END n /I 1.5' # R L T LINE J� CITY ENGINEER ��%G �% RCE No 24953 27+90.14 27-86.97 �ti A 29001 101 , 22 . 50 ' 11 . 39 ' 5 . 82 ' DESIGN MORfR „ssoR�al,�nn�.. RECO ENDED BEG. PIPE h E:7V0 PIPE 297 1.70' Oh e ,�� a , CITY OF RANCHO CUCAMONGA x Q B 15 46 28 489 . 00 134 . 63 67 , 74 > �z5o 4.67' �`LO�fa CITY OF RANCHO CUCAMONGA VERTICAL CONTROL R.C. ® O O K 1 C H brine,a 92614 C 24°29 ' 17' 711 . 00 ' 303 . 88 ' 154 . 30 ' D 13°58 '53' 989 . 00 , 241 . 34 ' 121 , 27 ' BM #10090 DRAWN a FAX: 949-251-0521 SET 2 BRASS DISK IN CONC. CURB STAMPED r;txo•*: PAX: 949-251-0516 SHEET J.S. 0 STA. 27-1-87.51 J.S. ® STA. 22+27.64 J.S �' STA. 22+03.88 E 13* 07 '42# 811 ' 001 185 . 83 ' 93 , 32 / "CITY OF RANCHO CUCAMONGA BM 10090 1987" D.L. P N E R S INGINEIRS SURVEYORS OF 38 LINE �J� LINE �J� LINE '"JN F 4 0 a 28 '21 ' 22 . 5 0 ' 15 , 89 ' 8 , 29 ' AT SOUTHEAST CORNER OF SUMMIT AVENUE (CURRENTLY BANYAN STREET) AND ETIWANDA AVENUE, CHECKED NO 20596 DRAWING NO. G 16° 09 '46' 22 . 50 ' 6 . 35 ' 3 . 19 ' DESCRIPTION OF REVISION HATE CITY AT END OF CURB RETURN. YEAR LEVELED: 1987 SCM _ 2020 APPROVED: ELEV: 1534.374 DATE Z CFILE NO CO) I:\60400\IMPLANS2\SIP36.dwg 9/28/05 PROJECT SHEET N0. OF - -- ------- .......... 197 -T-1- i A ------ Is, W, W-24 7__ W-1 1 7 c� 0 A_ A OVE RF 4Q 5% -I lN1j6Hf9 S Y � C M ft, D P%A I lo ld 0 92S7 7 o-4 My W_ olo or A ? 1_m 7 7 7- - 0�z_ x�. c 5- Q5 ar-1 01 W op -01 L 01?:lu Y. -7 0NS. 6.96 L _7 111 M 5- I J00;ZZ S_ m 65. M91 fp ---- ----- __j?A c r. Z F RQ '-h ly IV— -549 US 61.76 �cl�_c Fs- It 6 V 26.1 26.32 S Ffi 7 C F$ V - lz 51 A-"I d-- y- a WX 2 W.� 4 ?CF L v - A­ TF 7 ,34. t T-U7 17T T 1., FTT 17,f -r-Ft-l-F I I t-0 4 �11, 89 i7fi .. FF- TT _ TT _ T PLAN SCALE 10 12 13 14 16 17 13 12 11 10 1 =40' 5*67' Iv 4.27' 1.40' 16 �-A li+11.19 13+16.69 BEG PIPE < END PIPE 1.21 2.78 1.5 VM [AN l3ff V INT 1.21 SCALE 1"=40' 140M,' 5.50, 16')4 16,�2 10*60 74-,Lllvl d I'M* G. pjp� =10foo.00 LAT 'M-1' z 51 A 1,�RIGWT & LA T ")W-2" J.S. 0 STA. 1 J+ 12.40 J.S. 0 STA. 10+60.74 LINE "H" "".90 :"f� < TiF?ACT 1\10. -16227 A RA N TIC PL. 'bc -a 1:� LIN� 1141 0R 27 J.S. 0 STA. 16+ 1 Z 16 62 44 Ul I ?, C,4"6 !�� a!� ARCIle lot. C6 LINE 'vl-r f C8 /3� �8 /33 26 63 V=�82171 V0,39 0� 99 94 :-:-E�z Ez=- V=4.50"zy R Q's �- 60 61 - 0, SCALE 1"=40' lei- %; 'a CO) 4 1"rL AT. 'NM-,r 6 4 ARcTic, C 3 VNE N, 4s� N PROf U w Jil �72 SEE SHT I.J. .......... A-_ LA I 'V V� */IN I N79*30 9 sj 66' 65 `0 1 11 LETT 1A (45) IF lit E INDIA CCEA1V DRI VE 6" 42' 0hr X ='OJ+12.40 LINE 'Ir 7 + 44 64 72 73 uj -74 '71 75 r-!�i 10+ E 5 J2 LINE 28 73 17+5 1 27 IT TRACT N0. -18227 30 92 29 L 70 7 11-Z -:k 2 TRACT 1\10"622 5 + z 47 04 < + 47 550, Al cc 4p LINE LINE OM Ift 0.96' 4.54' 'Al. @ CO) Nx z 10+36.85 END PIPE 12-f 45.81 CITY OF RANCHO (WCAMONGA END PIPE PRIVATE STORM DRAIN IMPROVEMENT PLANS FOR 2.44'Z2J ES 4.67' CONSTRUCTION NOTES J.S. 0 S TA. 10+JZ81 LINE "H" & LINE "M" > CONSTRUCT 36r RCP (D LOAD PER PLAN) LINE 101-r TRACT NO. 16227 G No. 20596 0 CONSTRUCT 3Cr RCP (D LOAD PER PLAN) J.S. 0 STA. 10+48.04 BC Lo xp. - - ROW 2005-00787 @ CONSTRUCT 24! RCP (D LOAD PER PLAN) LINE Ir C/Vlk- I CONSTRUCT CURB OPENING CATCH BASIN PER CITY STD. PL. 300 (W AS SHM ON PLAN) CURVE T,)BLE OF CAL APPROVED BY DATE: # A R L T CITY ENGINEER RCE No 24953 CONSTRUCT MANHOLE NO. 1 FOR 3fr PIPE OR SMALLER PER CITY STD. PL. 318 44*42 '49# 22 . 50 ' 17 , 56 / 9 . 25 ' eeeee DESIGN MOSS[ 17320 Redhill A". RECOWAIENDIED - CONSTRUCT MANHOLE NO. 1 FOR 3fr PIPE OR SMALLER MODIFIED (OMIT MANHOLE SHAFT) 6*26 '31 ' 711 . 00 ' 79 . 94 ' 40 . 01 CITY OF IRANCHO CUCAMONGA suift 350 PER CITY STD. PL 318 C 35* 09 ' 14' 689 . 00 422 , 74 ' 218 . 26 CITY OF RANCHO CUCAMONGA VERTICAL CONTROL R.C. DOKICH Irvine,C 9 BM j10090 Voicr.949-251-Ml CONSTRUCT MANHOLE NO. 2 FOR 36r PIPE & LARGER PER CITY STD. PL 319 56*41 '55' 22 . 50 ' 22 . 27 ' 12 , 14 SET 2" BRASS DISK IN CONC. CURB STAMPED DRAWN SCHULTZ FAX: 949 251-0516 SHEET CONSTRUCT MANHOIF NO. 2 FOR 36r PIPE & LARGER PER MODIFIED (OMIT MANHOLE SHAFT) E 51 * 10 '21 22 . 50 ' 20 . 10 ' 10 . 77 / "CITY OF RANCHO CUCAMONGA BM 10090 1987" D.L. PL fjNERs ENGINEERS SURVEYORS 37 OF38 PER CITY STD. PL 319 AT SOUTHEAST CORNER OF SUMMIT AVENUE F 1 *55 '46' 511 . 00 17 , 21 ' 1 8 , 60 ' (CURRENTLY BANYAN STREET) AND ETIWANDA AVENUE, CHECKED DRAWING NO. Q__ 30*21 '56' 22 , 50 ' 1 11 , 92 ' 1 6 , 11 /_ DESCRIPTION OF REVISION DATE CITY AT END OF CURB RETURN. YEAR LEVELED: 1987 S.C.M. .00 A E No 20,596 2020 D ------ APPROVED: ELEV: 1534-374 LE NO - I co) 1:\60400\IMPLANS2\SIP3'7.dwg 9/28/05 PROJECT SHEET NO. -OF *f lot " 1 r♦ • t � . i e 1'; !./ � 'r i. . 1.1 ♦ , .i ���.. • - �� . 110 . ����h `i' ,' � _ s . � � ' �, " � �/� •� •fit °• r •I I v • �� I l ,. : I 'i .' r1•/,I ' ' i( iO ../ir,I ♦ it � ..I If��r ' J'/�/�I " ■ • i ' � .• � • it • • °� ° � i l/ � • s 1 1 / t .• � 1 i • 1 �� • �.• � � � � . . .T,--ter-• �f � �� � � . � �. J r / � 1 • _ 1 � � •� ��. � � i , 1 ' ://1 � � �'• . //I ./I I � .A// la .iGii.•.L/.iI .�.I;I iii r / v s • h i i 1 1 �� \ � ( • J it / � i � • I !� � f • °• �`� � °. r ~ ' • 1 1 1 1 : 1 1 / 1 : : 1 1 1 1 1 1 1 1 • / � � 1 • 11 1 G 11.1 • •i 1 �' � i � � : i