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HomeMy WebLinkAbout2021-D 'lei 00, -9�O R.— fix Ta r-0 9L-SWlFAX-0lFfi 4 "of 5.ro)?M AIA f 9 -0 7 , __7 '0? FTT 4 1 Qs V = al� crs� I wwww 'c CO,VS4 42.1) b 1c:Lo --1 D­ RT 7 0� 7 7 7 J 4--M 0.5- CF, CqNS 05 RD 9.2 r 29r w Ts MODE ...... 01 le I I If '14 9-F PS�7 GWOjINIVS� 5 4.13 61?1 1,rp 7— _m-R. 25, PI)U -S W� L` -AC L- 9 14 5R-RE WF OR X)0 TS za p__ SC AL ES- _E OR 1 :40 �ERT. .4 J.___ L__J _1_ 1", -P?44 MP Xk�QW-;WV. JZ04-- �rjE, i�j 0 u_i 12 13 14 15 16 PLAN SCALE 17 1 8 19 20 21 1 40' 0� 06 + Q) CONSTRUCTION NOTES Q) cy� 0 04 SEE ff D - Im + mw To PLUS Q> 4 ft? (1) LOAD PEit PROFILE) 00.1'.1 7.. - 0 PIPES SHALL HAVE 112- ADD177ONAL COVER OVER REINFORCEMEWS J A, CONSTRUCT 3Cr RCP (D LOAD PER PROFILE) _70.76-LE-60"RCF� 'k d Al @ CONSTRUCT 24! RCP (D LOAD PER PROFILE) z 20 0 u 'o LF-60"RCP f INT ,A A CONSTRUCT CURB OPENING CATCH BASIN PER CITY STD. PL 300 (W AS SHOWN ON PLAN) 14+10.98 L f NT 31 2000D =1 +00.00 LINE D 19*33.16 LINE 'A' CONSTRUCT MANHOLE NO. 2 FOR X PIPE & LARGER PER CITY STD. PL 319 END Ab =10+00 LAT 'A-4EN & 'A--4W;' (0) REMOVE EXISTING PWG & JOIN 5 08' TION STRUCTURE NO. 4 CASE I PER CITY STO. PIL 333 3 4� CONSTRUCT JUNc 700, J.S. 0 STA. 19+JJ.76 CONSTRUCT CONCRETE COLLAR PER CITY STD. PL. 329 CONSTRUCT XxX CATCH BASINS PER BROOKS PRODUCT CATALOG NO. 3636 CB. WITH 45 J.S. 0 STA. 14+10.98 PARKWAY STEEL GRATES CAN00 CONSTRUCT lEr RCP (D LOAD PER PLAN) V : , CONSTRUCT DOWN DRAIN TO PIPE TRANSITION PER ROUGH GRADING PLAN & SCALE 1"=40' PA LAT. spk�r N45'20'16"W PVT i ESMT pf,,-WTER OR. Now 76 lJNE SHEET NU. 25 3 '74 _q, , I-AZ -41- il N68*17'f. o 3000 !10 N a 25 2 6 4104� Aq \\7q17 5 4 z --/4j�__ c .47" + 4, CITY OF RANCHO CUCAMONGA 4. K 12 _zl�� PRIVATE STORM DRAIN IMPROVEMENT PLANS FOR ++ 1 6 VESS/_ < /0 + + > �s 21 18 LINE "A" 20 TRACT NO. 16226- 1 0 It It No. 596 m Exp. 9 30-07 ROWS 2005- 00789 & 2005-00792 z X__ CURVE TABLE jw ff # R L T Of CA'L\� APPROVED BY DATE: 21��71LL CITY ENGINEER LINE A 74 06 ' 06' 22 . 50 ' 29 . 10 ' 16 , 99 , '7— RCE No 24953 DESIGN - n"END CITY OF RANCHO CUCAMONGA MORSE 7320 Redhill A". REC ED 22*36 ' 00' 45 . 00 ' 17 . 75 ' 8199 , 50 T 43*14 '21 # CITY OF RANCHO CUCAMONGA VERTICAL CONTROL R.C. lluitt 3 -i���- 4, 289. 00 ' 218. 10 ' 114. 54 DOKICH I vim,CA 92614 4 44*53 '30' 22 , 50 ' 17 , 63 ' 9 , 29 ' Bm #10090 DRAWN SCHULTZ 'FA6`Xw*99 4;�2-5;_,';'m SHEET SET 2" BRASS DISK IN CONC. CURB STAMPED 90 "CITY 7" 02 '34' 861 , 00 ' 135 , 89 ' 68 , 09 , OF RANCHO CUCAMONGA BM 10090 198 D.L. p HERS ENGINEERS SURVEYORS 86*22 ' 05' 45 , 00 67 . 83 ' 42 . 23 ' AT SOUTHEAST CORNER OF SUMMIT AVENUE 19 OF 51 -58 '40# — (CURRENTLY BANYAN STREET) AND ETIWANDA AVENUE, CHECKED WE No 20596 DRAWING NO. 839 , 00 ' 761 . 101 , DESCRIPTION OF REVISION DATE CITY AT END OF CURB RETURN. YEAR LEVELED: 1987 S.C.M. .0 — 2021 D APPRM: ELEV- 1534.374 DATE 51LE NO I 1:\60400\IMPLANS\SIP19.dwg 9/28/05 PROJECT SHEET NO. —OF t" 7 I-J �\_p F kr'o, ff 10- vc �au/410? 7 H T. 4?4 ------ 7— X 2105A 7 __7 14.0 7 11 7 r sl80 00 m WA L l?A AL N I I FW WE OL- 5Vi?FA Ct--0 )7 2 InA i la - Foo ?0; '7 ti Vk Op - rr by g CIF ------ 20.3 (n v —joa--- f 7 -7------ 7 co/ CONS". 906__ 15 6- If 00-l---­l 0 D4 -0 42.2 cis 7— j;( T I V7� d'Z 1.11- T, 99A 010 ao ;;o L—I CqVS7: 249.�7 4F 4 JV RCP v'...00 ;TO�l Z. 0=140 IMT. :48' _v PLAN SCALE 0 2013.5 us 2, 22 23 24 1"=40' 25 26 27 28 29 30 31 32 33 100 C INT V - 29.38 FPS 4C -Lj 10+46.04 LAT. A- 04 =10+00.00 LAT "A- 04 DR. C4 BEG. PIPE C4 C-4 CC) PIPES ShWL HAVE 112- AM770ML COVER OVER REINFORCEMENIS PIPES SHALL HAVE 112- 0 ADOMONAL COVER 491 47 z No cf OVER REINFOAVLVEIVS I, I I �R 48 CONST. 83.70 LF Acl. TR, 1\10, J6 228—2 J.S. ® STA. 10+46-04 W RCP t�z- sc ........... 1600D ALE 1"=40' 60 96' 7 CA SPA Cf 4 4- 111CB C6 ..... 45 ------ 18 "I P, —_J�Q,`)IANo END 4JY2 09V 16.191 25 2 EW pff PE 27 40 Ap 36 A (32 45 jr @ A �090 lei *A, ....... 29 N 45 .1 "1 11c �,4 It I'd Vi 19 501, _j _-3 LAJ ........... 63 8 31 P j 0 84- Zzl-_:�- 7:-_ 48 P p -2080 .A LINE A C6 6,8 % 5,150' C INT 26+0389 LINE 'A' 1.57' j9jl 10.00 LAT'S, CITY OF RANCHO CUCAMONGA f 11VT =10*0 • J2f6,61,7 25, f6,7.56 LINE 'A' 'A-6E' & 'A-6#" 2&576 ano 5/PE f INT =10-00.00 LAT 'A-5* PRIVATE STORM DRAIN IMPROVEMENT PLANS FOR 21+85.77 LlIVE 'A' lof0000 L4,' 2&60_7� (N 4#1,lql S 10A. =10+00.00 LINE "Y" aby C. ,1,/ 150, LINE "A" 25+65.91 &M > 09 PIPE 15, T NO. 16226—1p 16226—2 & 16226 CONSTRUCTION NOTES 1.59, 515, TRAC 0 _10 N 20596 "" " 40 m Exp. 9-30- 7 CONSTRUCT 6T RCP (D LOAD PER PROFILE) ROW 2005- 00792 J.S. ® STA. 28+5ZO9t- @ CONSTRUCT 36" RCP (D LOAD PER PROFILE) J.S. 0 STA, 21+85.77 J.S. 0 STA.25+6Z56 J.S. 0 STA.26+03.89 J.S.J.S. 0 STA. 32+61.8J 4A CONSTRUCT 30r RCP (D LOAD PER PROFILE) CAO� APPROVED BY DATE: 44 CITY ENGINEER RCE No 24953 @ CONSTRUCT 24! RCP (D LOAD PER PROFILE) DESIGN m ONSE 7320 RedhiH Am R CONSTRUCT CURB OPENING CATCH BASIN PER CITY STD. PL 300 (W AS SHOWN ON PLAN) CITY OF RANCHO CUCAMONGA R.C. Suite 350 CURVE TABLE CITY OF RANCHO CUCAMONGA VERTICAL CONTROL DOKICH Irvim,CA 92614 CONSTRUCT Iva No. I FOR 3S PIPE OR SMAIiER PER CITY STD. PL 318 Bm #10090 yd,w.9"251 M # A R L T SET 2" BRASS DISK IN CONC. CURB STAMPED DRAWN SCHULTZ FAX: 949-251-0516 SHEET 49 CONSTRUCT MANHOLE NO. 1 FOR 35' PIPE OR SMALLER MODIFIED (OMIT MANHOLE SHAFT) 51 * 8 '40' 839 . 00 ' 761 , 13 ' 409 . 01 "CITY OF RANCHO CUCAMONGA BM 10090 1987" D.L. P yNERS ENGINEERS SURVEYORS 20 OF PER CITY STD. PL 318 38* 09 '55' 22 . 50 ' 14 . 99 ' 7 . 78 ' AT SOUTHEAST CORNER OF SUMMIT AVENUE 53 I (CURRENTLY BANYAN STREET) AND ETIWANDA AVENUE, CHECKED A"WE No 20596 DRAWING NO. CONSTRUCT MANHOLE NO. 4 PER CITY STD. 321 1 1 39*37 '54' 1 22 , 50 ' 1 15 , 56 ' 1 8 . 11 DESCRIPTION OF REVISION DATE CITY AT END OF CURB RETURN. YEAR LEVELED: 1987 S-C-M- DAT NO - 2021 D APPROVED: ELEV: 1534.374 1:\60400\IMPLANS\SIP20.dwg 9/28/105 PROJECT SHEET NO. OF v I-H ...........f. til- I t zz�-­- Az 201. 3- 7 S; 20 -7- 01jr 5. wor- _T 7 �wt-tt-T -IN 49 7 v atf 21. f ps _7 ij C4 LLIH I)IR--,5 ShALI V 45 40 41, LOX MR) 01 Ix 7 , v V = I& V M 4 Aps v RE INF OR 1 6.f ------ - V;w 1! 41 �2. _T_1 16 r.9 Ma' 26. 5� vp *10, VST, 34 v=40.M Ps co, V= M 13-rm s 7 10 1 Ile - ------ AWL 51 Fg A, hy' pi 4 � _2a _TF -F -- -------L- -T-F F_T_ _E SCAL Es T-.. 41-F R Z. � 17=:-40 i)1 48, v-- rt,- -f- t -.,,I _t+ 10 12 13 14 15 PLAN SCALE 16 17 18 19 20 21 1"=40' 57 p TO IV INT �A- + 18-f20.70 LINE V t8 jf,24 10- t p z =10+00.00 L4T "B-10" 5 03 f 5.00' 14*88, oafa pipt. G. 61 1 66 LINE 'L9 7112 1.50' 1.04 f 4 92.66 Zb =10-fMOO LAT UH SHAf T IPIE ,50, 7\11 4.00' 1 9109 LAI. J.S. 0 STA. 10+91.09 A 5.50, 14T A SCALE 1"=40' 4- 10+15.1 11 15 W=14', V= LAT. "8-1 Om yv fANOD COR 8 J.S. 0 STA. 14+88.66 J.S. 0 S TA. 18+20.70 55 39 N�v� s 1) @ LA. T FrI IND -16 228 x N89"00 37.60' U+00w 62 J.S. 0 STA. 10+15.86 J.S. 0 STA. 10+55.39 - _4 -P,4D=2012.0 IF ca 59 LAT. `B-C LAT. "B-10" LAT. 2 tR IN) 2 -w + w Vv-4. (3 3 J)+ FY 41 X -ay, ::�---�-­ 291-86' m;�J)00 E 47 M. LAT 41 Q) Sr-PIA C T A< 1 -4--, - �v 0�z� __ , 1. w 47 �8 C 0 V=2 -C-z" 111 0 9 (�%47 =�144.50' @ 0-c­ -)[.-z 1 10 Q. 1A T. R`B_ + 8 CONSTRUCTION NOTES __z CONSTRUCT 5,f RCP (D LOAD PER PROFILE) ...... T. co �571 @ =TRUCT 2,C RCP (D LOAD PER PROFILE) - 14INT �A z kA A ul� Ick LINE 41 00 00 LAI. CONSTRUCT MANHOLE NO. 1 FOR 31 PIPE OR SMALLER MODIFIED (OMIT MANHOLE SHAFT) 4A 5 A _R C11Y STD. PL. 300 (W AS SHOWN ON PLAN) CONSTRUCT CURB OPENING CATCH BASIN PE "SX. WA PER CITY STD. PL 318 CITY OF RANCHO CUCAMONGA COhISTRUCT 110HOLE NO. 2 FOR V PIPE A WGIER PER CITY STD. PL 319 @ CONSTRUCT JUNCTION STRUCTURE NO. 4 CASE I PER CITY STD. PL 333 9 6 10+18.00 PRIVATE STORM DRAIN IMPROVEMENT PLANS FOR CONSTRUCT MANHOLE NO. 4 PER CITY STD. 321 b,. C INr i9EG PIPE V E SS 10A:' 0,�, 10+1382 L4F "3-10' 9 2 1 9 9 5 C. LINE "B" (9 CONSTRUCT CONCRETE COLLAR PER CITY STD. PL. 329 9 a =10+00.00 LAr "B-11" 10 a§ 100 CONSTRUCT DOWN DRAIN TO PIPE TRANSIT1014 PER ROUGH GRADING PLAN Lo No. 20 m 596 TRACT NO. 16226- 1 & 16226 0 Exp. 9 30 07 ROWS 2005-00789p 2005-00791 & 2005-00792 CURVE TABLE LINE cm C INT A R L T 0 J.S. 0 SU 10+13.88 OF 10+48.64 LAT "B-4" 70,45 A 45 16 '47 ' 22 , 50 ' 17 , 78 ' 9 � 38 ' CITY ENGINE 24953 ER za2k��� R C E N�O 10+00.00 LAT 'B-5' 0 L4 T. '8-10" 1 P116e- B 40*46 '30 ' 22 , 50 ' 16 , 01 8 . 36 ' GA DESIGN .01161 7320 Redhill An. R rEm, NDED C1W OF RANCHO CUCAMON J.S. 0 STA. 10+48.64 10*27 '27 ' 711 . 00 ' 129 . 77 ' 65 , 07 ' Suit*350 CITY OF RANCHO CUCAMONGA VERTICAL CONTROL R.C. DGKICH Irvine,CA 92614 L4 T. V-4 54*21 '40 ' 489 , 00 ' 463 . 95 ' 251 . 10 ' Voicr.900-W-sm 511 � 00 1 186 . 97 ' 94 . 54 ' [SNET# DRAWN SCHULTZ FAX: 949-251-0516 SHEET 20*57 '49 ' 21ONBFOSS DISK IN CONC. CURB STAMPED 49*40 '38 ' 22 , 50 ' 19 , 51 10 . 41 / "CITY OF RANCHO CUCAMONGA BM 10090 1987" D.L. p HERS ENGINEERS SURVEYORS 21 10*31 '31 ' 289 , 00 53 . 09 ' 26 , 62 ' AT SOUTHEAST CORNER OF SUMMIT AVENUE 01 OF - (CURRENTLY BANYAN STREET) AND ETIWANDA AVENUE, CHECKED No 20596 DRAWING NO. 0 31 *26 ' 10- 22 . 50 ' 12 , 34 ' 6 , 33 ' DESCRIPTION OF REVISION DATIE CITY AT END OF CURB RETURN. YEAR LEVELED: 1987 SX.m. .0o AA I-- APPRM: 'ELEV: 1534-374 DATE ILE NO - 2021 D 0) 1:\60400\IMPLANS\SIP21.dwg 9/28/05 PROJECT SHEET NO. OF 5 lo, w$H, T20 4 90 4 P' A w R �• CB 22 A R It W 15 I . 8... .23 m - i ,. n • 20- • s 1 L_ r l' — 4 J W .. ... .. A taV • '1 _ Com,• , AQ 1 .0,55 / N L - 1vC 3 oollN Hl Xl_ 7t � Q O 6 � e i /p - . _ . -. fl J 7 _: . 4 t 2 3_ 2 _ _ 0 3 0 1tC L .. _ �l lS E �? A _ R i 0 D S 0 0 _ r 09 IIN 9 111 nn A 1 w o t tw IT% 9 f5 _ g- c� _ _ W -h "3 17. a* 4 2s :.. _1 W _ 9.5 C C go IAJ is 4 C O 100 1 . V _ U 1T _ A_ llyllm W_ 511 v Till U • _ � S 7. 4 _ sr S Z1 I os 1 i _ 4 C� 2 0�1 16 8 12. � _ Q _ _ N 1 cls =90.8 t 4 �A i _.. P 2 fP 03 AU NS _ . 16 R OVER R /N Ew! N _ _. — N R E00, ITS _ 2 _ — _ 2 1 0/1 R {� — N T. 47 82 4 1 - B 11 t �• g IRWE ca _ . 50 lb -. .. -. P-7 OR 1 40 cs _. ._ ...._ _ . ... v y. — — 2 Z 23 24 25 P• 26 27 PLAN SCALE 2$ e� pr - _ __ _ _. - t/ _ Z CC Q100104.3 CFS Q1�94.6 CTs a a �� pp ��, 2j O V-25.24 fns v = 2508 fns o ��� , h k9 pp. �. - - --- z$ 6 1yo 1� �Ox y(G� \ _� •! flS �._ 2 fi _ - _ to 5� • gyp,. ' \\ LIP 3 � � � �, PIPES SHA P_L HAVE 5 L \ N 1/2" ADDITIONAL CODER N N ''O�°°Oo<<iNF �. �GT�` \\ ,/ ,� �AP� \ .� O _ _OVER REINFORCEMENTS N N 'I'� C" \ G' 26+89.27 �6x9�� \ - or-- _ r CONST. 110.45 IF - 54 ICP END PIPE '�h�S, \ \ U 14MO yq ,. \ \ __. _ �? _ _._ :.._ __,w_ :w... ..wr v_..._.:. . . ... . ..... .. _ 119. 3 0, sOs \ \\ 29 00 Q J.S. ® STA. 26+89.27 \\ \\ ,/r SCALE 1"=40' Ir - _ _e _ g ° \ \ 4 RC - 4 . 0� 600 0 �?\ 48 \\ C \ I � �iol ��.. °�1 Ar ,�1 INT. » it 27+08.05 27+93.09 ti��G PIP ,0 27+11.57 LINE 8» » ,END PIPE END PIPE � =10+00.00 LAT. 8-16 ??><� �Nl. 0 �� . 1 ........... t 27 dB B" s`so o �jx49 2?� 1pk10p PE q.2a' 4 61 � '� ``tio ��s \ :�. � �.. k� 00 9 5 Q� '��• 750.�y s �� 1�Q,1,6k4. k�U 0 CON STR U CTl ON NOTES _ 27+11.57 J.S. ® STA. 27+88. 19 \\ \ 1 41 CONSTRUCT 54" RCP (D LOAD PER PROFILE) J.S. 0 STA. 22+11.5,E J. 0 STA. 10+10.39 J.S. ® STA. 2 LA r. B-31 \\ +39. \ \ 26 ® CONSTRUCT 42» RCP (D LOAD PER PROFILE) \ ® CONSTRUCT 24» RCP (D I= PER PROFIE) 1��h�� �� B \\ �Nj. •pr 5, ® CONSTRUCT CURB OPENING CATCH BASIN PER CITY STD. PL. 300 (W AS SHOWN ON PLAN) •d x �� 5 cc �(. �l 49 CONSTRUCT MANHOLE NO. 1 FOR 33» PIPE OR SMALLER MODIFIED (OMIT MANHOLE SHAFT) �� 21Ok�Q�1 PER CITY STD. PL. 318 c LNVE 0'�' i° fj, '\ j'� " ® CONSTRUCT iAANtiOLE N0. Y FOR 3G' PiPE 6c i}�tGEi2 f"8t CITY STD. PL 319 �' K. Cg ��' ��' `r-,�' ,,- `� 42 IT MANHOLE SHAFT Q • - /,, ....-•-.- „-- � 51 CONSTRUCT MANHOLE N0. 2 FOR 36" PIPE & LARGER PER MODIFIED (OM ) '� ��'" �' �' ��' PER CITY STD. PL. 319 0 4zy UPN ? y I' • 5, O 4j - , " �g'l1 \ 5© CONSTRUCT JUNCTION STRUCTURE NO. 4 CASE I PER CITY STD. PL. 333 CITY OF N ® CUCAMONGA - ' � 6 • ! � �* \ \., °:.- � UNE (r 5 CONSTRUCT MANHOLE N0. 4 PER CITY STD. 321 �l 4s A 52�0� +�c� J/ - ' r X -�� N1 \ 0 0 ,. - - 1W \ SEE SHEET 26 5© CONSTRUCT DOWN DRAIN TO PIPE TRANSITION PER ROUGH GRADING PLAN PRIVATE STORM DRAIN IMPROVEMENT PLANS FOR >\ �� 45 �.h �„ �� 52 ✓ � 51 � " LIN B I�Q - F ?9786 ��f10?S M f l / � � ✓ o,,�o0 I,`" Q� n� c� _ �_ - - TRACE" NO. 16226 ,� _ ROW _ - — ..�r=___ - , i ._. '.•. - ,.'i No 20596 m n . d Qi % r A` APPROVED 8Y DATE. ,�= _ CITY ENGINEER �l/ CGC�/ RCE N0 _�. _. �° 14___.__-_...__ .,------', i': � 24953 —' .,.���I �". --_ _ � 7 �__��� — - � may,.-t DESIGN MORE! n3zoReahinn,•.. REC M DED CITY OF RANCHO CUCAMONGA R.C. ® Suite aso TY OF RANCHO CUCAMONGA VERTICAL CONTROL o o R c M I'vine,a 9zau 7C�1r uhf _ _ j CI ti o ry �� _ CURVE TABLE SM 110090 Yoics 94.-m,mn — n x ,�, 1 + �„ „ — -: ___ — - � � ` DRAWN SCHULTZ FAX: 949-251-0516 SHEET O X _._ _ . .ul R L T "CITY OF T Z BRASS RANCHOK IN CONC.CUCAMONGA BM B 0090 STAMPED987" 52 �0 4 6Y ^ a � �S r .rt_ "" r ` / ' o i r i i i D.L. PL IRS ENGINEERS SURVEYORS nn A n, ,� ( "mow\" t \ A 48 27 44 489 . 0 0 413 . 61 22 0 . 08 AT SOUTHEAST CORNER OF SUMMIT AVENUE GG OF G� o O 41 N I � '' B 1 01 ° 1 1 '34' 45 . 00 ' 79 . 48 ' 54 . 78 ' (CURRENTLY BANYAN STREET) AND ETIWANDA AVENUE, CHECKED 20596 DRAWING NO. I t.' CITY AT END OF CURB RETURN. YEAR LEVELED: 1987 NO j... 5p 9 �� C 14°31 ' 08" 989 . 0 0 ' 25 0 , 62 ' 125 . 98 ' DESCRIPTION OF REVISION DATE APPPROVE0: ELEV: 1534.374 S.C.M. DATE ILE NO 2021 D I:\60400\IMPLANS\SIP22.dwg 9/28/05 PROJECT SHEET N0. OF 7 T _1 e--r 10' 0q of -4 - 08 1 cla C --y.FEE% f /Z __7 ------- (174 1394 A'X -,J 0 81 2 09 4 7 7, 7 7 jl- W W ?,FA CC-0 40 r _j J6";-_'� 0jl__5T0, ?M DIM(- $ 4 1�.74 Os rb W �f4, -I o 24 4 (FS IcS _qW=2.4 H X 11.01.1 V = 18.,rg 4 S AIT. V-- MW "I-Ij 17 q! )�64 'A 44 Gf_ OW11- 2 Z__ 2.1 4a AC LF 0 --aO9 �100=2�t 5 wl 4 2f.8 CF,,' .76 7 434 _7 MA(Sr 3011 A�p I I L T ------ ------ -If 17, 16 -0 INS LA _!1e.A T-7 CPU j WE 5 h I/r I UV �STJ. �167.4 LF - M' h h 4W I/t-- 0WER ZU M; 1J.30 FPS V 7 F,5S__ +C:k At GOVIR _77 3 to 3 1 1 V_ to kis - 42 ROP W tcpl- ws V �F J 6' P�. ` 7 IM10 7 7. PAD=2(182. -7 _7 20 d 7- IV V )R 1"= 4 t ___: -- -- yr 207 FtAN SCALE 000 2 2 30 31 32 33 34 35 36 37 Aj 1 =40' 10 1.7 CE V_ AA Y_- 7 V Fpl L W, A- 41 Ax X d COW-1,t t; 92 U-1- i z A 4 Q lJ i T e I- INDIAN WELLS PL. A- 34 C6 43 SCALE 1"=40' 3 J, 7 J.S. STA. 37+42.77 4vx? A Ue -Z J, L w A 3 6 36 44, '�l + #' 11?89' J., I L�t I , _1 -1, 1, "d I T J-1 1\10 -16 2 -6 F Z3k N3 :-4 rp '�! ___'_ 46 1_17-L --c A CONSTRUCTION NOTES 3 5 915 @ CONSTRUCT 4t RCP (D LOAD PER PROFILE) WAC & @ CONSTRUCT 36' RCP (D LOAD PER PROFILE) jr z T Frl J\j a, _16 2)W CONSTRUCT 3(r RCP (D LOAD PER PROFILE) MA 91 44 % @ CONSTRUCT 24! RCP (D LOAD PER PROFILE) LO W 10655$ ---A r- N 8735"I'l �---j +_5 CONSTRUCT CURB OPENING CATCH BASIN PER CITY STD. PL. 300 (W AS SHOWN ON PLAN) C6 + ?'3 z A CC 0,00 @ CONSTRUCT MANHOLE NO. 1 FOR 3Y PIPE OR SMALLER PER CITY STD. PL. 318 57 00 gg vo. -70 + '33 (=11 . CONSTRUCT MANHOLE NO. 1 FOR 33r PIPE OR SMALLER MODIFIED (OMIT MANHOLE SHAFT) 7 //V/- PER CIlY STD. PL 318 45 i?L CONSTRUCT MANHOLE NO. 2 FOR X PIPE & LARGER PER CITY STD. PL 319 CITY OF RANCHO CUCAMONGA '52 E 95.0 CONSTRUCT MANHOLE NO. 2 FOR 31r PIPE & LARGER PER MODIFIED (OMIT MANHOLE SHAFT) �;7'0$ N PRIVATE STORM DRAIN IMPROVEMENT PLANS FOR �31 A- PER CITY STD. PIL 319 NAGE �I I-- t�> / CONSTRUCT DOWN DRAIN TERMINUS DETAIL PER ROUGH GRADING PLAN 1� LINE '"B" C. EASEMENT tz- CA > 5va- 01 J.S. STA. J5+59.27 No. 20596 m TRACT NO. 16226- 2 & 16226 0 5.5 INT Exp. 9-30-07 4.78' 7 LINE +32 8 -1," o.7 31 - ._,�r_�-_l ROWS 2005-00791 & 2005-00792 00 LAT. - 0+00. J27,5,7 X J2V-5 6t(�_.6J CURVE TABLE APPROVED BY : DATE: 11 EIV 25 pjpC A R L T CITY ENGINEER RCE No 24953 D p1pE f IN7. 14 31 08' 989 , 00 , 250 . 62 ' 125 . 98 , .�-52.76 LINE -y 41 *38 '47' 22 . 50 ' 16 . 35 8 . 56 CRY OF RANCHO CUCAMONGA DESIGN molss 17320 Redhill Am RECOMMENDED .c.2 Irol v-00. R.C. Suits 350 �i�1_4S 45-41 ' OON 311 , 00 ' 247 . 97 ' 131 00 , CITY OF RANCHO CUCAMONGA VERTICAL CONTROL OOKICH Irvine,CA 92614 2 40' 19' & -,9-,i . em #10090 0 87*52 '48' 22 . 50 ' 34 . 51 ' 21 68 ' SET f BRASS DISK IN CONC. CURB STAMPED DRAWN SCHULTZ FAX: 949�25,-0,16 E 21 * 05 ' 02' 461 . 00 ' 169 , 64 ' 85 . 79 / "CITY OF RANCHO CUCAMONGA BM 10090 1987" D.L. S ENGINEERS SURVEYORS # - 23 OF J.S. STA. Jl+32.87 J.S. S TA. J2+52.76 94*36 '48 1 22 . 50 ' 37 1 15 ' 24 . 39 ' 9 SOUTHEAST CORNER OF SUMMIT AVENUE I., �r - 5* 09 17' 439 , 00 / 39 . 5n , r19 , 76 ' (CURRENTLY BANYAN STREET) AND ETIWANDA AVENUE, CHECKED NO 20596. DRAWING NO. DESCRIPTION OF REVISION DATE CITY AT END OF CURB RETURN. YEAR LEVELED: 1987 S-C-M- .60�iILE NO - APPROVED: ELEV: 1534.374 DATE 2021 D co I:\60400\lMPLANS\SIP23.dwg 9/28/05 PROJECT SHEET NO. -OF 1 41 ! — aD R Al 10 W CB 15 r - � va. - _ ti r fi , -_ co t �L• 414-36 5Q c� n • c N t r c fI R A - R 9 o � S a i 2 _ _ F R ll� • R +� x 0 _ 3 - - 111, 6 _ r : '1. _ _ N • R or � o '1 c d c � //yyam�N ,R /Wy� r _row u _ - t�- r v- r. v f4. r, 1 _ 4IUR P a 4 : 1 _M. , ..... ._ lT 1 : 4_ w _ >e a 1 V f 61 FP f 62 N 0 8 5 ad I N S 9 J. I : N _ 8t { R m R _ I -C t 4 _ 4 WNW 238 !F _ c t U GY) S -A30- 1k- - - – �i 2 1 I ti nd vt ,s c M . : __ _ _ . 0 Q V 1 4 •i Ofl — f6 D 01•- FS -_ irl 1—T— r y k a R RE a _ f ....... ORIZ. 1 40 � n. 4. -FTT, Lf E T. 1_ o 3 7 3 3 9 �® q, 42 PLAN SCALE CONST. 32.20 Ll= 1"=40' 43 44 24" RCP 1600D ' N CONSTRUCTION NOTES 45 CONSTRUCT 24 RCP (D LOAD PER PROFILE) X �ok01 6�P� ��� o ® CONSTRUCT CURB OPENING CATCH BASIN PER CITY STD. PL 300 (W AS SHOWN ON PLAN) 0 66' 40-f030p X61 �`' a ® CONSTRUCT MANHOLE NO. 1 FOR 33e PIPE OR SMALLER PER CITY STD. PL 318 z oX p �y •ts9 END P/PE X !- 49 CONSTRUCT UWOLE NO. 1 FOR 33" PIPE OR SMALLER MODIFIED (OUT UWOIE SHAFT) }°®' 6'9 � 4EG. P98 44+35.03_ PER CITY STD. PL. 318 (� h �Q sST o BG. PIPE `�' END PIPE , 44+30.36 INT. ' I / � < "�; y�• , �� END PIPE 44+32.61 EC–LINE "B" o� If INT. J `sQis =10+00.00 LAT. "B-28" � / J ,., .�� , 39+32.30 EC–LINE B" 39+35.38 / '� �. �6- co ■ ` ?L =10+00.00 LAT. "B-24" BEG. P/PE l r J.S. 0 STA. 40+05.31 J.S 0 STA. 44+32.61 J.S. 0 STA. 39+32.30 I �I , 48 I I ° co 47 Ill 1 Ilo�� rt� 241 49_ SCALE 1"=40' ZBpS40 13 9 – 4 m _ _ --p_ —' _ -- �ti� ,� 45 _. O ��v -. ==`-_ - �D1 IE 34 �- 4.5 IL _ - 34 E .26- i _ _ _ _ - Zy� 45 z >; _ - — Q, o ' - -- ~ CITYOF � w o _ -- =-==— - =_-:_ RANCHO CUCAMONGA _ - PRIVATE STORM ®RAIN IMPROVEMENT PLANS FOR 2.65 �' / 49 - ^� �, Q�pFESS/0� ff f� }a Vl1 op / " + jM 7 N � t q LINE B 10+32.80 28pS FN $ 3 v, ,� �s 1 RA � ®■ �V ��` n �' No. 20596 BEG PPE 5 OO�,\�� i .2 1 47 � ,+4 cnINE Exp. 9-30-07 ;1 �r ?S 45 - _ r r `� C/Vl\- ROWS 2005 00790 & 2005 00792 rr?. x\10, 18»6 CURVE TABLE qTF°F CA0 APPROVED 8Y : DATE: c J.S. 0 STA. 10+28.05 # D R L T CITY ENGINEER �� -�'� RCE NO 24953 DESIGN MOKfE 17320ReahiBlAve, RECOM N D A 13°31 '33' 611 a 00 ' 144 . 24 ' 72 . 46 ' CITY OF RANCHO CUCAMONGA Suib350 $ 47'30 '22' 22 , 5 0 ' 18 a 66 ' 9 a 9 0 ' CITY OF RANCHO CUCAMONGA VERTICAL CONTROL R C ® D O K 1 C H Uvine,CA 92614 !/ C 25-52 '43- 22 .50 ' 10 . 16 ' 5 . 17 ' BM #10090 Wce:94A ;-8821 SET 2" BRASS DISK IN CONC. CURB STAMPED DRAWN SCHULTZ FAX: 949-251-0516 SHEET D 56-55 '37- 22 . 50 ' 22 a 36 ' 12 , 20 ' "CITY OF RANCHO CUCAMONGA BM 10090 1987" D.L• N E R S ENGINEERS SURVEYORS 1 24 OF 2S E 9°49 ' 17' 311 . 0 0 / 53 . 31 ' 26 . 72 ' AT SOUTHEAST CORNER OF SUMMIT AVENUE F 41 ° 04 '39" 22 a 50 ' 16 . 13 ' 8 . 43 ' (CURRENTLY BANYAN STREET) AND ETIWANDA AVENUE, CHECKED NO 20,596 DRAWING NO.. DESCRIPTION OF REVISION DATE CITY AT END OF CURB RETURN. YEAR LEVELED: 1987 S.C.M. 2021 V �`■• APPROVED: ELEV: 1534.374DATE — F1LE NO I:\60400\IMPLANS\SIP24.dwg 9/28/05 PROJECT SHEET N0. OF & ...... 16 C8 4;1 :1 ry-ff 181 r4a f8' Ico Vz—A.5) 10 e %Fr —- t Q10 to 6 CB7 V_ ry W-d I V--_�S.7 till or 2 `/46 On OA 2_i 2ES o ti 6.6 CF.% =6.6 c FS 01.1pi v 12'.6a M,V Q. T M.42 5.15 FM 1is Pat I tL c�I'S 4 F.0 cf • V R 9 T, ------ r4l, 7 CLOWN 11 -210 . 7-- 'r-IJ OA ST.' R 4!- cc .6, 131F K-1 79 5 ZIP I to -AA-T 5.4 Cf S Moo 11 611 Eps -IT . —_ .01 C-742 4__�n' luv MIT 1%7 V rz F7 IS Ow _1121 1p �o J.: LF cot fsr.tj? ST' JO�M CF, ........... �0 V 5"! P71 F= 16 0_ es 0 V- ............. r. At a 7 _T —71 40 t •, 0�1 14" PLAN SCALE 2,alaa% 11 12 13 14 15 1$t 16 17 =40' CONSTRUCTION NOTES co Q! PIPES SHALL HAVE 11Z ADDITIONAL COVER OVER REINFORCEMENTS 0 oe, 0 ., 1�51 aON 259 Wk @ CONSTRUCT 36' RCP (D LOAD PER PROFILE) A- lcl:l C> (o 9b 3+4 - CONSTRUCT 3T RCP (D LOAD PER PROFILE) IR — 1\1\ r - A G. VIP 130 @ CONSTRUCT 24! RCP (D LOAD PER PROFILE) d 1CONST. 41.32 LF JC RCP - 6 ? c \\,'� j/I/ 31 CONSTRUCT CURB OPENING CATCH BASIN PER CITY STD, PL 300 (W AS SHOWN ON PLAN) z V 14000 CONSTRUCT MANHOLE NO. 1 FOR 33' PIPE OR SMALLER PER CITY STD. PL 318 IEEEEE 41.3CFS Tfrl NO� -182226---'71 CONSTRUCT MANHOLE NO. I FOR 33* PIPE OR SMALLER MODIFIED (OMIT MANHOLE SHAFT) M.H. 0 STA. 1J+45.6J 29 32 PER CITY STD. PL 318 < V-IZ32 FPS N-v\ 4 48 J.S. 0 STA. 16+06. 16 33 34 C6 C K% 49 @ 4cz- iv, 47 28 4 @ � 06, w —ky) SCALE 1"=40' 36 9\ IN,' 4 U Y-00 (� �, �� /. _ /j \_'�"�., l �'''r--' -,•.. ���.-. �;� �/--� " E 4 4 ;`" `� �`` gip- "O-4p &, D 5T 1.14' .D 1,50'��,� 4.5�� 26 '70 A J.S. 0 STA. 16+41.44 13 10 rVIF "D 1dr LINE 68 Coo TA. NO, J6226-1 co) "V 7 4 z 6 ly 4�4MO 0 Yv q -/V q CITY OF RANCHO CUCAMONGA �. Ar INT PRIVATE STORM DRAIN IMPROVEMENT PLANS FOR -:A 10+47.16 LINE "D" 4.161>1 te a. =10+00.0LA7 off "D-I" &0"D-2" C. 0\ LINE "D" 18 yp 1o1�k10 > J.S. 0 STA 17+06.57 J.S. 0 SM. 16+813.913 No. 20596 TRACT NO. 16226- 1 0 Exp. 9-30-07 --o 0 ROW 2005-00789 @ 4169' Z- y. R2.30 OF CAL 7.00 APPROVED BY DATE: 0 pl� CURVE TABLE CITY ENGINEER RCE No 24953 L T DESIGN MORSE 17320 Pedhill Ave. RECO ED R CITY OF RANCHO CUCAMONGA Suit*350 J.S. 0 STA. 10+47. 16 A - 45* 00 00' 22 . 50 ' 17 . 67 ' 9 , 32 ' CITY OF RANCHO CUCAMONGA VERTICAL CONTROL R.C. OOKICH Irvine,CA 92614 Bm #10090 veim:949-2"-1321 36* 16 17' 311 . 00 196 , 88 ' 101 86 ' DRAWN 6 C H U LT I FAX: 949-251-0516 SHEET 85*35 17# 22 , 50 ' 33 . 61 ' 20 . 83 ' SET 2" BRASS DISK IN CONC. CURB STAMPED 3 ENGINEERS Suavay�;—RS , D - 12"57 '51 ' 771 . 00 ' 174 . 45 ' 87 . 60 ' ,AT OF RANCHO CUCAMONGA BM 10090 1987" D.L. 25 OF28 AT SOUTHEAST CORNER OF SUMMIT AVENUE E 1 -47 '20- 762 , 00 ' 23 , 79 ' 11 . 90 ' (CURRENTLY BANYAN STREET) AND ETIWANDA AVENUE, CHECKED 01 No 20596 DRAWING NO. CITY AT END OF CURB RETURN. YEAR LEVELED: 1987 17- 03 '45// 180 , 00 , 53 , 60 ' 27 , 00 , DESCRIPTION OF REVISION DATE APPROVED: ELEV: 1534.374 S.C.M. DATE No — 2021 D 0) 1:\60400\IMPLANS\SIP25.dwg 9/28/05 PROJECT SHEET NO. -CIF 4, L t of P flo T i 1----- t F A 0% 7 ............ 0AI RAO 2078., orl 7- 1A _lp A_ 4- % 1'0 —7 qv,p _(64119,_ 9-12 It tz�l ....... 0 C 19 A r-- -2 37 2 1 V 0- _7 FM3 HE 5Vj?F.,A C E—0�Efi I or V 11 43' R ota 0�L, r VI-t–Aj V_ 7 99�18X .......... ff col imp -4 W=2 --­—i; --- Vs 4.2 LA 7. fi V I a,Fj ps _LL N� ci N, N_ -L 4 All + _Xto' 20 0 fSL _7 T -H(-t UP— M 206 0 V= F_ AA 21 1 - 2 w --F r 9,raO 5A.J6 f4t 6 ♦ 6�+ ---- ------ ...... 20 0 > I_Aj 5.98 1ps 7- DNScaIt V, RC P —7 010, 12- f6e )7 V=a5 v f I- AL 7- - R F17= 40 LA 4, 011 0=4 WL Cf 3 1 V 24 R,%P I& I I L.............. --ttt�t,- - 11111F- 2 C0 vsr. 1 10 11 12 13 14 15 PLAN SCALE 16 17 . .......... 1 =40' J CONSTRUCTION NOTES cm f INTcm 151-07.00 LINE -C- L-2 (D LAT. CONSTRUCT 36r RCP (0 LOAD PER PROFILE) 1216 CONSTRUCT ff RCP (D LOAD PER PROFILE) d 7 8 g z 15 .06 66 cj @ CONSTRUCT 24! RCP (D LOAD PER PROFILE) b. EEND XIA X CONSTRUCT CURB OPENING CATCH BASIN PER CITY STD. PL. 300 (W AS SHOWN ON PLAN) a CONSTRUCT MANHOLE NO. 1 FOR 32r PIPE OR SMALLER PER CITY STD. PL. 318 7 20go n' CONSTRUCT MANHOLE NO. I FOR V PIPE OR SMALLER MODIFIED (OMIT MANHOLE SHAFT) li.S. 0 STA. 15+07.00 V c� jIIII 18 M ER CITY STD. PL 318 WWI 080--- =a CONSTRUCT MANHOLE NO. 4 PER CITY STD. 321 co @ 444 a---- 5' DR&A,o CONSTRUCT CONCRETE COLLAR PER CITY STD. PL. 329 01 1 16 TR 1\10, -16 226—2 CONSTRUCT XxX CATCH BASINS PER BROOKS PRODUCT CATALOG NO. 3636 CB. WITH 00 LAi14985' r PARKWAY STEEL GRATES CONSTRUCT DOWN DRAIN TO PIPE TRANSITION PER ROUGH GRADING PLAN 2, 9 SCALE 1"=40' 27 42 8 26 w 25 RM=2078,5 T R, 1\10 -18 228 ID f o F3 0 NJ i. < 24, <<, % if,r 4r 161 IV Ox �0* i4a F 0 ,.. _ N 43 SEE z 22 so Q) tz �7#Lpn @ MT. Ilk INT. LINE C6 C INT 13' 24 1,6+7,6.00 LINL C 21 c. All C INT z 10+00 00 16+80-51 BEG. PIPE N =;10+00.00 LAT. OC-4 17+16.55 EC LINE BC UNE C53y_ .26+91.10 / 'I I il 50 =10-00.00 LAT "C (it. IXNCaiA �(C- CITY OF RANCHO CLICAMOlyf L ENA W Kl4b 16+75-01 A Y_N\0�1 04. PRIVATE STORM DRAIN IMPROVEMENT PLANS FOR �;,� li ,� /, ���° �� �s Ile 19 LINE "C" & J.S. 0 STA. 16+76.00 J.S. 0 STA. 17+16.,55 p TRACT NO. 16226— 2 & 16226 0 No. 20596 1"' :�-' m LINE T 3 'i�, Exp. 9-30-07 ;z, w ROWS 2005- 00791 & 2005- 00792 13+01.14 OF T. APPROVED BY : DATE: �77 NE Oco MH SHAFT 0 24953 12+97.6 T. "C_2" c CITY ENGINEER RCE N- 1 E�0 PIPES�2' 5. =10+00.0 CURVE TABLE DESIGN R E�C� j�lq E D 5. At 0 It 6 1 17320 Redhill Ave. Q) L T CITY OF RANCHO CUCAMONGA Suite 350 0, A R R.C. DOILICH Irv!",CA 92614 44* 5 '42' 22 . 50 ' 17 , 38 9 . 15 ' CITY OF RANCHO CUCAMONGA VERTICAL CONTROL BM # go DRAWN SCHULTZ FA k 949-251-0516 SHEET 27* 04 ' 19' 311 , 00 146 . 95 ' 74 . 87 ' SET BRASS DISK IN CONC. CURB STAMPED J.S. 0 STA. 10+42.60 J.S. 0 STA. 12+9Z80 C 90000 , 22 . 50 ' 1 35 . 35 ' 22 . 50 ' "CITY OF RANCHO CUCAMONGA BM 10090 1987" D.L. IRS ENGINEERS SulkvlllyO;Rs 26 OF _L AT SOUTHEAST CORNER OF SUMMIT AVENUE D 39*45 '55' 22 , 50 ' 15 , 62 ' 1 8 . 14 ' (CURRENTLY BANYAN STREET) AND ETIWANDA AVENUE, CHECKED E NO 20596 DRAWING NO. _;3 5n , 17 P9 ' q . 10 ' DESCRIPTION OF REVISION DATE CITY AT END OF CURB RETURN. YEAR LEVELED: 1987 S.C.M. DATE tl,*Il E NO - 2021 D — APMYED: ELEV: 1534.374 1:\60400\IMPLANS\SIP26.dwg 9/28/05 PROJECT SHEET NO. OF T_ Irb 5,;2 mv— ......... ........ 7 —7 ............ • A• V -2 rz V. :4ti ,.j va. wipa� Z__� t-- 51 % 2t 2 1 D -2 cq - X ' Ila � 77 v.0 95- V 12,98 FP 04 2 'P 4� R t lk -4 S_ -FPS- --c 7s, —------ V 7.2 3 ig W5..,1 C 2.� ?.6 _n s —F F 7 4. 42f.1 U' 24'p RQ I I I I I I I cl ws r. 2. '001 F ri - 2, bCP 16PO a) ?-cff A- I0111 a-- V ----------- 7 ALI .......... mos r zjz.-t i t-k= -oh v — 7 .............. I V ORL 11-4401 LEIT. il"i F F-7 18 19 20 21 22 PLAN SCALE 23 24 1"=40' CONSTRUCTION NOTES (o 44 CONSTRUCT 3Cr RCP (D LOAD PER PROFILE) �l co @ CONSTRUCT 24 RCP (D LOAD PER PROFILE) CONSTRUCT CURB OPENING CATCH BASIN PER CITY STD. PL 300 (W AS SHOWN ON PLAN) 0 c �13 0 rol @ CONSTRUCT MANHOLE NO. 1 FOR 31 PIPE OR SMALLER PER CITY STD. PL 31$1 z 24+55.1J @ CONSTRUCT W*iOLE NO. I FOR V PIPE OR SMALLER MOINFIED (OMIT MANHOLE SHAFT) BEG. PIPE PER CITY STD. PL. 318 X X 24+53.6J 24+50.46 X N C MH SHAFT END PIPE r C INT 24+52.83 LINE V =10+00.00 LAT "C-8" 4e SCALE 1"=40' J.S. 0 STA. 24+52.83 47 Lu 41 1 1 "1 85 4 82 1 14 83 84 "n 4b. 4.671 Nz. A 44 79 t c'm 0.231 ui 4t - 0 Et. LAA PR 24 z r 22 +0 J.S. 0 STA. 20+12.25 -7 6 / c6 z + + + 6 (5 47 N -- }$p+ C:>. c", ZA 7 �, T / I I fc� ci CITY OF RANCHO CLICAMQNGA IT:> IT N EM. PRIVATE STORM DRAIN IMPROVEMENT PLANS FOR 47 c� In C. LINE "C" LRVE 20596 TRACT NO. 16226- 2 cl) 0 T lr--?. N0. -16226-2 \d- Exp. 9-30-07 24-81 ROW 2005-00792 O 20 14 HAFT CAO 20+21-64 c I APPROVED BY DATE: _�N_0 PlPEO-96' •21 1.50 CURVE TABLE CITY ENGINEER RCF No 24953 4.67' #0 A R L T CITY OF RANCHO CUCAMONGA DESIGN MORSE 7320 Redhifl Am RECO ED I P* 38-30 '55- 289 . 0 0 ' 194 . 27 ' 100 , 97 / CITY OF RANCHO CUCAMONGA VERTICAL CONTROL R.C. luite 350 DOKICH lrvirle,CAM14 BM vdim,949-2M-sm (B) 91 0 06 '24' 22 . 5 0 ' 35 . 78 ' 22 , 94 ' # DRAWN SCHULTZ FAX: 949-251_0516 SHtEerZ SET 210OB9ROASS DISK IN CONC. CURB STAMPED I J.S. 0 STA. 20+22.60 22° 04 '41 " 439 , 00 ' 169 . 16 85 , 64 ' "CITY OF RANCHO CUCAMONGA BM 10090 1987" D.L. p �PNERS ENGINEERS SURVEYORS 27 OF 14*52 ' 10' 711 . 00 ' 1 184 . 52 ' 92 , 78 ' AT SOUTHEAST CORNER OF SUMMIT AVENUE CHECKED 0 20596 DR�WING NO. 40* 17 '25" 22 , 50 ' 15 . 82 ' 8 , 25 ' (CURRENTLY BANYAN STREET) AND ETIWANDA AVENUE, N_ DESCRIPTION OF REVISION DATE CITY AT END OF CURB RETURN. YEAR LEVELED: 1987 S.C.M. .00 X021 D APPROVED: ELEV: 1534.374 ATE FILE NO PROJECT SHEET NO. OF 1:\60400\IMPLANS SIP27.dwg 9/28/05 4- b- fV V41. O !q I V n o ,A 9 .9 01 - lvz a a w r ' w // ,...•.--""" � ate••= ® i i i _®��_,..__ � rrrl�' ' � ; + _ f : it w w � w T1I � r �. ,, • � . w It ' ® ?. � a • • �' � to . A.f/ n / • •. a ' s e' ..i w ♦ � t w f Y: • / ii- ♦ • � � / 11 . / w 11 l a w w iii 'e v i,/ _� t� �./• 1.1 / `' ` w I! i SII yy rte_.�'—� ` i t e ' �C - • �� ,� w ' / // v ! —•'fit (f , !� R° • 1 •` i W' ►! •• ♦t � �� w ` � . `// • . /� ,. .// •� , w .�I, ,u w ., '� ;. � /.fir • R Ir % w � w ..° • . A • • ► ' _ a _ � 11'1 � • . �CONS � I ZING ; / i•' 1 1 •i � • 1 d f � / '� 1 1 C 11.1 •: • i ..., '' • •111 � , ' : + • ' : 1