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HomeMy WebLinkAbout1667-D PROPOSED SURFACE STA. 10+00. 00 *A-20 6 *A-3'0 DOUBLE VERTICAL SCALE TI 7:00I 1.. -J-.` s. i I =1 STA. r1 2+6-2. � I � ,--�----�-- ( I ! � i ' - -700 I ' I i .T__ - . � i- - _ -�- 3E - - -- - - _ --� - - I ty GIA - 6J� _.36- -�-- --�- -�- t--�- --�-�---t -�- I to I -I Wire I 7730 : �-- -4 r Ri t_4! ( HUI .» 7 � �+�r ` _ 0 Cb -- �- j I Tk ON+ ;OMLY, TIICI 120 "• f t �- -F i T ,"th 1 i NAXy - s'• ; j i u7 PR BDMM �1 ;INTFI &40 OF e I - - I - - - - -- - - - -- - - - - - - - -- - - - - in --� - - _j"11 mi MOWN __+ _ i. - E, F-T-- -- -1 -, - -+ 7 - f I I � I __ -- _ - 52 s ( - 1, : h --.-- - - - - e 1 + - - 1 7 LIJ I 16801 j i IW-4 i- - -1 w- ii ! oilLF + 66'I i i .. i ( ) - + i I I I ! I I I I I j I I = I I I j FOS j i. j i 1t ����QQ .L i• -"�' �� ""' -}- -�-- -t }- -�-- I i ! ire i TwWW I 1A ( ! ! I 'k 1. FPS I j o ' 1 . _=i, s Vis,( _ . _.i l _�-1l_._ � 1 �_ 1___ _1_.___-I- ! 7+00 8+00 ac 150-Z -1 +00 10+00 12+00 13+00 14+00 15+00 , I ® PROFILE SCALE VERT: l I n = 8 ft HORZ: l In = 40 f t FUTURE LATERAL I�IDT� STMH A. NO. 4 AT RCP HALL REQUIREI NTS 7 3 Q/ap - IMclude5 !la5c 4 5 1 t'MA11 va if f c tumid -�'rnw� 37 37 37 SUNFLOVER AV A 30'00.00" VELOCITY RCP SPECIAL WALL REQUIREMENTS 37 37 YANZANITA DRIVE wrens SiaGIn and Ul m 7_ Q_I I ( B 42" 0 FPS < V < 20 FPS NO ADDITIONAL COVER-STD. RCP WALL U- �, I I (I tvt Id ov f of All pmper¢ies• C 6 -6 ADDITIONAL t" CONC. COVER OVER < I m I ao 20 FPS < V < 30 FPS � INTERIOR OR REINF. STEEL y. 1 -^. ao ao e7 0 0 o I I DI 66' " u+ 30 Lo . 11 'r. 11 I I I I �` 11�r L �T rn '- '� O° 'z o I I I I z I " 30 FPS S V ADDITIONAL 2 CONC. COVER OVER OR 18 N I 8 I = �& A��V g �rre I < ,Q+,' ^ I T I + I I j3 I D2 72 INTERIOR OR REINF. STEEL c 8 a m v (I j II Ciomd1+1 ons WIA '" v c' 00 N m m < m ( w I R 1695. 00 N < M • '-+ N C!j N C!1 t- - °8 c i ( c� v~i I csi v~i I c� I j ( S 1694. 97 LLI 10 < N 'o N J z I 30 I 38 I � N _j 42pWY EXISTING CURB AND GUTTER / O I � � - -+ �+ - 6_WATER MAIN - - - - 6 WATER LINE J_ N 6• WATER MAIN T 10 38 TOO-!-� - - - SMHr 36 35 SMH_ �- 8" SEWER MAIN 10 36 2 SMH N 00'35'00" w 35 43 �j ! -� N 43 NIse 1 _ PROPOSED CURB AND GUTTER - - - - n -� � pp EXISTING BLOCK WALL- ALL pp % �� _ I C� EXISTING R/W EXISTING BLOCK WALL o cn 30 : ) `> ._ i �.�rt~ • 3w W ■ im W e W fr 0 N • • • • N U U �T !I`.? `Q. o -- 1 i o �i o 'f LATG.RALJ A-2 � A-3 `� c i W> �c I cc � N0.47 � rn g < g m �n < g m n < g m �' 'p N 1 '" r�i Cc �r r� Z i saoD . < o < < rw' < N< 'Ll '� ,�, 1I�3 + N icf 'rf v� O O I.- LAI � N CATCH BASIN < N J < N J < N J Q < J co W O \s + + F .� U- MH NO. 4 @ STA. 12+62. 05 11 11 -- - --I w :r w :r w 'w c ' _ in cr . -' rn 8 N g A D 9 CNtI F < < � < r t- LATERAL 'A-2' LATERAL 'A-3 '� N I v I v NOTE: I- �Of 1F j - V B W t N v> _j MR! ' _ z a cn ' z Q_ qy N cn � 40 = C�,l :j„F- _ r ) 42 32 32 32 40 I " " A 48'53. 21" 30'00. 00" -' z I m I REMOVE EXISTING BLOCK SPLASH WALL ( A to I 1 10.2 38 28' 8 45 45 45 B 24• 24• AT CATCH BASIN A RECONSTRUCT Fzt-1140A.000 mKitur•--- -+-- - - N37 N37 c� BLOCKATSPLASHS I WALL�AROUNDSCATCHI ! 2 6. 0' 38" 21' 6" BERYL STREET C 3' -3' 5' -3" BASIN TO MATCH EXISTING WALL. 6 2 CONSTRUCT I ON NOTES: 3 6. 0' 38' 28' 6" LATERAL •A-60 w LATERAL A-7" LATERAL •A-1• DI ss' ss" 4 9. 8' 38" 28' 8" coOF- 1�0�5 rs J. S. N0. 2 AT J. S. N0. 2 AT J. S. N0. 2 AT D2 66' 66• 10 REMOVE EXISTING CURB AND GUTTER 5 11.0' 38" 28' 8" STA. 7+86. 51 STA. 8+20. 51 STA. 8+54. 51 R 1 1706.63 1707. 13 CITY DESCRIPTION OF REVISION DATE APPROVED 30 CONSTRUCT 24' RCP, D - AS SHOWN ON PLAN 6 10.0' 38' 21' 8" A 75'00. 00" A 75'00. 00" A 75'00. 00' S 1706. 45 1706. 72 7 10. 0' 38' 21' 8" B 36" B 36' B 36" CITY OF RANCHO CUCAMONGA 32 CONSTRUCT 36' RCP, D - AS SHOWN ON PLAN C 2' -0" C 2' -0" C 2' -0" D 35 CONSTRUCT 66' RCP, D - AS SHOWN ON PLAN D 72" D 72" D 72" r- CALL UNDER GROUND STORY DRAIN PLAN R 1684. 25 R 1685. 74 R 1687. 24 u' sERwc ALERT BERYL STREET 36 CONSTRUCT 72' RCP, D - AS SHOWN ON PLAN 48 S 1684. 27 S 1685. 76 S 1687. 26 C � �F�E � DIG BERYL STREET •2-f Y• P. S. D. ' 37 CONSTRUCT CATCH BASIN PER CITY OF RANCHO CUCAMONGA STD. 300, CASE AS SHOWN ON PLAN 1-800-422-4133 WFLOVER STREET TO YANZANITA DRIVE 38 CONSTRUCT LOCAL DEPRESSION PER CITY OF RANCHO CUCAMONGA STD. 307, CASE AS SHOWN ON PLAN TRACT NO* 1 40 CONSTRUCT MANHOLE NO. 4 PER CITY OF RANCHO CUCAMONGA STD. 321 THIS WAS PREPARED UNDER MY DIRECT SUPERVISION: APPROVED BY: DATE: D F! OF ESSI�N LOCAL DEPRESSION ��o Q t ���, CITY ENGINEER R. C.E. NO. 24953 42 CONSTRUCT BRICK AND MORTAR BULKHEAD O W CASE A 8 C D E F G H '��' Q���" ?, �4 c �Q �� ti DESIGN RECO MENDE 43 REMOVE EXISTING CONCRETE PAVEMENT 8 A. C. OVERLAY AND RECONSTRUCT WITH 4' AC / 4' BASE MATERIAL (12" MIN. WIDTH) 1 96' A 1696. 08 1695. 99 1697. 33 1697. 95 1696.00 1696.41 1698. 28 0. 33' N0. 30171 A. S. W. MAPCO 44 CONSTRUCT 8" P.V.C. BLEEDER LINE 2 28' A 1716. 83 1716. 74 1718. 99 1719.60 1716. 75 1717. 18 1719. 93 0. 33' EXP MAR 31, 2000 DRAWN 164 W. HOSPITALITY LANE, SUITE 1-A SHEET A. V. C. P.O. BOX 5822 8 OF 11 3 28' A 1717. 37 1717. 28 1719. 58 1720. 20 1717. 29 1717.61 1720. 53 0. 33' _ SAN BERNARD I NO, CA 92412-5822 45 CONSTRUCT JUNCTION STRUCTURE NO. 2 PER CITY OF RANCHO CUCAMONGA STD. 331. `sl cjv 1\_ ��P CHECKED (909) 890-9333 DRAWING NO. qT£ �F CA1�Fpj WARREN D. TUTTLE, R. C. E. 30171 DATE EXPIRATION DATE: MARCH 31, 2000 V. D. T. 1667-C) PROJECT SHEET OF DOUBLEVERT ICAL SCALE _178Q _, __.__ , - _- -- __ _- - __-_ _ _ __. _ __. _ 1.780 - - - - - - - - - - - - - - - - 1� con) PI��/ OS� A� j � � i : ; : �L��I I�SING- � -i .. , i. i I I s y��� - +� -}--- - - 4- -�- - 4-.4 : 4 BR TIQ_ *_'� £�kt�I��►`r �- t � I -�-�-�- � � I � I i � ` 4 E �` i- � I� '� I I.� 0 SORRI DRA N SYORI v„n a,. �. A" 1 +05. 5 A i j i ♦ i I 1 Vf ' = 1 I OF I I i I I I i i � T N ' fl. I � A� I - - - -- : ' � I �IItILS � CAVE: t i 1087, 286 I I � . �- I i I I , I --; I �co�sr TIVN o S 000 LY, cTI i4�0 I CORD A TM Am- -1-�z�--.�---- ---�-- �----+-- I -�----�- �----�- _ KAANS, I Il- I - n_1 -1 ; .. �-- - - � i ' I oo M x. 5 : 24� w �. - 1 ► ' mI ' -- MAX. Q1 ! 1!500 Q ' i - 01 4 Y X * �.i� I _ } �-{--� - 1 I I I I I 1 SJORM bRA N } - ovoOffliSH � � ' N I +a. "'"' i -LATE -am Cal , L. i I I I - a �I71L - ` - 1412 h y � i N _ i � N I � I :100 �" _ -� r r. .r �• I r � `j- � I � ; ' ! 1 13051 1736 091 INV ! � 1� � Qom,. �� fi- �'V - - I i . I # i fps' i c� '•^� i � , I - - - - t- 's j- - Lr! 2 I 1715. 1 NV; I I I I ] o MA . I _ - - i 1147,s7; (DWI ) I 1 15�Lt: aF ( 1 ) �►>3 ( 1 I 4- F -� - -- - - I � i i � i i i I I i I-I -�- � � � i i � I t i o eel. _ . i os i �_ _ s I L _i 1 _ _ _ A - - - _ 1 � _ _t _�_._ - _. _JMA� ---- L__i_._��__i__ �_��___l i.__ _ _ _�_ .. _ . ___ __ : __ _ _i -.__.._.N1�A �__ __ _.__... _L_� �� _�� _1_L_ �� _L_ �� _�� 1 _� I �_ 1 15+0 DQE=4.10.2 5 16+00 17+00 1 QE=AIO.2 18+00 19+0 �k#QE=Oto 2�Fh 20+00 21+00 22+00 23+00 24+00 54.0 V OF W RW 1 6rly WILSON AVENUE 0100 = 001.9 CM V MAX. _ 32 5 FPS LINE "18" 44' SEE SHEET 4 52 LATERAL "A-4" PROFILE SCALE MH NO. 4 AT MH NO. 4 AT VERT' l i n 8 f t STA. 20+05. 65 12' 32' 32' 20' STA. 22+32. 59 6 A 30,00.00" HORZ: l in m 40 ft A 30'00. 00" I I B 42" I i PROPOSED 8" WATER MAIN I ' 37 ,�, 4 5 B 30" -�• C 6 -s" i LINE 0180 �' 38 rn N 37 37 C 5' -0" �l . SEE SHEET 10 I, O D 1 60" i l i I S° 01 5 N I o o rn i D 1 60" �ee- 39 47 47 I I D " _ < Ln m I 13 D 11Df L° �Gte 2S _ -- I i �, a d o � 2 so" `W $ Q, 2 66 I I 24 41 ' �' c~<n + I u I ° R 1758. 86 _ R 1743. 31 I I �I� 6 g g N a' S 1742. 69 i i 1 "" N < N I v N I S 1758. 61 W `n m t I m N (n N I I 1.k, I �' tib+, t~/1 Cij N Cid ' (n I I 104.91' 85.80' _ � 159.66 EXISTING BLOCK WALL in N B $ 31 30 38 4 N O EXISTING CURB AND GUTTERi i� 30 PCC IMPROVEMENTS PER SHT. 2 O - - - - - - - - - - - - - - - - - - - - -_ -_ -_ - - - - - - - - - - - - - - - - - - - - - - - - - - - - 31 6 WATER LINE �' , - EXISTING 6' WATER MAIN - - 1r- EXISTING 8 WATER MAIN - - - r- 8" WATER MAIN O ' LATER N SEWER MAIN �- EXISTING 8" SEWER MAIN J 42 SMH 35 30 42 N 00'35'00' W 34 BC STA. 22+01. 09 I A SMH N 00'35'00" W SMH ^�- - - - - - - - - - - - - - - - - - 43 EXISTING A.C. BERM _ _ _ _ _ _ _ _ _ _ _ __ _ _ __ - - - - - - - - - 1� 3 GAS LINE - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - _ _-_-_- - - - - - - - - _ - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - _ _ _ �- FUTURE CURB AND GUTTER �, Z FUTURE CURB AND GUTTER 3 GAS LINE \\ 34 LATERAL •A-80 LATERAL 0 A1�0 � 0 40 STA. 22+32. 59 N 70'31' 46' W (R) \\ I C \ \ �� -io W N 89'25'00" E N 44'25'00" E Ffts�f \ � + STA. 22+40. 18 N 65'41'40" W (R) ,I I I I sl LATERAL OA-50 z °� N N 52 \ 44 T. S. N0. 3 AT �--� \ c,� fL SHAFT 11 srf �,� STA. 10+59. 41 AVO.47867 .J Ne STA. 22+60. 00 N 53'04'47" W R 20' 11 32' 32' 11 12' �,> '491 Expires I2/3i _ (n V) � 42 ( ) Xs t� A 30'00.00 BERYL STREET ?I/ U 40 SEE TRACT NO. 13951 FOR 10' I 60 �. B 24" t RCP WALL REQU I RENTS CONTINUATION OF STORM DRAIN III 11 I I f r v k c 5' -0" VELOCITY RCP SPECIAL WALL REQUIREMENTS PROPOSED 8" WATER MAIN I1 1 III 11 �FD1 30' 0 FPS < V < 20 FPS NO ADDITIONAL COVER-STD. RCP WALL PROPOSED 8" CURB AND GUTTER I I I II D2 30' Ad& ADDITIONAL 1" CONC. COVER OVER NOTE: II I I I II CONSTRUCT ION NOTES: 20 FPS < V < 30 FPS INTERIOR OR RE I NF. STEEL SEE TRACT NO. 13951 WILSON AVENUE (FUTURE) ADDITIONAL 2" CONC, COVER OVER FOR CONTINUATION OF SEE TRACT NO. 13951 IMPROVEMENT PLANS Gt� CpNlre 51 30 CONSTRUCT 24" RCP, D - AS SHOWN ON PLAN 30 FPS < V INTERIOR OR REINF. STEEL STORM DRAIN J �Frgo -$ J ��' -era 15 DESCRIPTION OF REVISION DATE CI Y 3] CONSTRUCT 30" RCP, D - AS SHOWN ON PLAN APPROVED 34 CONSTRUCT 60" RCP, D - AS SHOWN ON PLAN Q �e�r51�r1 by Of Us CITY OF RANCHO CUCAMONGA 35 CONSTRUCT 66" RCP D - AS SHOWN ON PLAN O o CALL UNDER GROUNO �- STORM DRAIN t CURVE DATA CATCH BASIN ��'����,, STORK DRAIN PLAN c 0 SERVICE ALERT 37 CONSTRUCT CATCH BASIN PER CITY OF RANCHO CUCAMONGA STD. 300, CASE AS SHOWN ON PLAN � . 'i LTR R L T ❑ V B W c � r�.a7�� x� BERYL STREET ] 1�3 48 HOURS BEFORE YOU DIG BERYL STREET "2� Y. P. S. D. " 38 CONSTRUCT LOCAL DEPRESSION PER CITY OF RANCHO CUCAMONGA STD. 307, CASE AS SHOWN ON PLAN " " " (� � 4 A 20 03 23 90. 00' 31.50 15. 92 10. 0 38 21 8 �� CSR � MANZANITA DRIVE TO WILSON AVENUE 4 39 CONSTRUCT MANHOLE NO. 2 PER CITY OF RANCHO CUCAMONGA STD. 319 B 49'49' 55' 45.00' 39. 14' 20. 90' 5 6. 0' 38 21' 6. OF hRl1FR 1-800-422-4133 TRACT N0. 14207 C 11'08'04" 90.00' 17.49' 8. 77' 6 6. 0' 38" 7' s" b( 40 CONSTRUCT MANHOLE NO. 4 PER CITY OF RANCHO CUCAMONGA STD. 321 THIS WAS PREPARED UNDER MY DIRECT SUPERVISION: APPROVED BY: , , , DATE: D ES t OF S I TRANSITIONSTRUCTUREN . PER TY RANCHO CUCAMONGA STD. 336 r Q� �N / 41 CONSTRUCT 0 3 E CI OF m � q G1 O CITY ENGINEER R. C. E. NO. 24953 ��, N D. T F SSION �, T ti 42 CONSTRUCT BRICK AND MORTAR BULKHEAD LOCAL DEPRE J= �=-� �i �P�� �lF DESIGN RECOMMENDED u Z � �r� c� W CASE A B C D E F G H �, r*, A. S. W 43 REMOVE EXISTING CONCRETE PAVEMENT 8 A.C. OVERLAY AND RECONSTRUCT WITH 4' AC / 4" BASE MATERIAL (12" MIN. WIDTH) O o �C � N0. 30171 � MAPCO Z4� 1 4 W. HOSPITALITY AN T -A 6 L LANE, SUITE E I © Gm�11'Rd GT" 1511 RC-P- !4 5 ��10 wh p h �" 4 48' A 1774. 41 1774. 43 1777. 79 1778. 54 1774. 10 1774. 49 1778.62 0. 33 EXP MAR 31, 2000 DRAWN SHEET " 4c ,� P.O. BOX 5822 46 CONSTRUCT 12 RCPD , D - AS SHOWN ON PLAN 5 7' B 1770.53 1770.32 1770. 43 1770.87 1770.61 1770. 67 1771. 04 0. 33' C r V,` \P _ ? A. V. C. SAN BERNARD I NO, CA 92412-5822 9 OF 11 47 CONSTRUCT JUNCTION STRUCTURE NO. 4 PER CITY OF RANCHO CUCAMONGA STD. 333 lqj� OF Cp��F� WARREN D. TUT LE, R. C. E. 30171 DATE CHECKED (909) 890-9333 DRAWING N0. EXPIRATION DATE: MARCH 31, 2000 W D• T. 1667- PROJECT SHEET OF _- - DOUBLEV ERTIOALSCALE - - -1 . . . -. ._. - . . .T , I , ST L 02 1 e'' _ ! inNCHMA -- �754 $. 2T IlNN i ST - 7.0. e' ; , I Z - - - - I-- I - i - �•� - - - - - - '- '- - --� - - - - - - - - - _ -_ - - - I- - - -� - - - 1 _ _ - - 'V ILLS 31 1 ~' - - - - I -ON i - - - - 7- -O I '� I I l • ~ ` _ --� - - - - -r7 - - ST -iQ ~ � ' 7 -r , - - -' _ CT 1444444444Oj �COt ST UIftim S Y, • = i - - - t 7R A _ ORXIN � � I i � �- I l -rTF� QITI� �I . +- - : : I h-t- .j..,_ : 8o x' I i i J 1 --+--Wti/rr{-#-�--- ...... -4- -._.--�- - -. .- _.t. ..t t.. I %two 41 T- 7 - - - -- . - - - -u t 75 - 7 �! I 155108 IIV fi ' r i I I i �STt D ][ ^ i -- - - Ew •-I _ --- -�-- .� I -- - - i 0001- - + I I Q Is V 1 3 t-t1 11 1 1 1; - I t - I I , r W _ 7 0� _ _ _ - - 6 If 4r Rcp it- p - --� _ - - _ I _� 4 . 9K 4 •-f v- A�.' . 5- 20 1. 1 q 30' RSP 100_ MhX. �.F 1 X -' �. I -- - ;100 . I wMAX. ' _.i 6 2 -v t w I ' • -+- -- - - A CE 7- I 17 7 18+00 17+00 16+00 15+00 14+00 13+00 I ! i LATERAL 'B-3' - - - - , T. S. NO. 3 AT « 1 li i i « _ I-� +- + PROFILE SCALE STA. 17+31. 04 __ I 0 __ I A 30'00. 00* 00" _ iQVR_. TRII; ►IN__ I VERT: 1 In = 8 ft �2 37 RCP WALL REQUIREMENTS ! I -�- - - --- _ 10 i H B 24' i IJ- HORZ: 1 In = 40 ft 37 �b ^ C 4 -3 VELOCITY RCP SPECIAL WALL REQUIREMENTS I ! 4 I ! l �i N - Di • 0 FPS < V < 20 FPS NO ADDITIONAL COVER-STD. RCP WALL LATERAL 8-4 \ N\ ,� ADDITIONAL 1 CONC. COVER OVER i o. -- + 8 D2 36' 20 FPS < V < 30 FPS - -{-- -} -! 00 o INTERIOR OR REINF. STEEL ! T. S. NO. 3 AT m u \ rr "' STA. 17+66. 52 °O S 38 �• • V) c 0 94 13 ADDITIONAL 2' CONC. COVER OVER - 30 FPS S V + o W N � INTERIOR OR REINF. STEEL 7 i ! A 30 00. 00 m • 27.21' ~! _ Is i~ I f i I _ '•" ` ^i h -- B 1- �- - 24' \ 38 8 f �- �� '"' it Fri T-- . w w STORM DRAIN CURVE DATA D1 24 k1� b X33, LATERALS B-1 8-2 D2 36' H �pt39 MH NO. 4 ! STA. 16+81. 04 LTR 0 R L T I 30 ' \ W ec S��' 3•� 1Z•-RCP: ? �'•�' "86 A LATERAL 'B-I' LATERAL 'B-2' E 59 46 41 22. 50' 23. 4, 12.93; I 0!i i s t + ' i 00 i&4 CK J x. i� 1 I a, 215 V x 14 6 bg'� 3� • ; 30 00'00' 30 00 00 70-05' 37-122. 5( 27. 53 15. 78 30 G 1 `,v 41 • �� ww 1 34 FS 2 56 F Z �� 11} �, B 24' 24" F 52.25'09" 45. 00' 41. 17; 22. 15' 1 ' I I ...� Y I j i -Y- 5�1` 2 , 25' C SZ�• > >1 °6' �Rl 6 H C 4' -9" 4' -9" G 35 06' 12" 45. 00' 27. 57' 14.23' I I I i i i I i 1 i I 11 37 o,-- 4 33 4 32 • E p I fi I I I ! 10 38 41 N 2 c� t 36 36' H 60'00' 00 22. 50' 23. 56' 12.99' - _L�l L-i -- -LL _ �� -1 1 _1_� _L I • /•�2• 30 `N �� STA. 21+79. os 37 7 D2 42' 42' 12+00 11+00 10+00 9 CB, Q 13. 4 CFS IN 6� ,9 � ,3�• H �'� EC STA. 10+42. 57 R 1755. 87 1755. 67 ti / N 6g '�' S 1755. 40 1755. 32 11 -- 0 30 BC STA. 10+19. 01 021. 5 CFS SA� 2 , 25' / � Z STA. 16+86. 96 BERYL STREET �� , C�Q\d° � 69 No.4786? fL SHAFT 8 37 r� ,"o. � B, o �'• � Exp�ra 1?/31/� } o\ STA. 16+81.04 47 2-F M. P. S. D. c � 38 \7.;;,\ � 40 SEE SHEET 9 I �� CAL�FO w � O , 7 1 1 39 1 � N o = A!s 1�t.11LT 17'r o. 6 06 SCALE: 1"=40' N o I 8 'Z/'�/=O�� 33 w LATERAL 'B 5' .. I � o EC STA. 15+85. 11 CONSTRUCTION NOTES: E 46 48 33 PUBLIC STORM DRAIN EASEMENT ' 33 W p I = 8 - 1 - _ _ _ _ _ DESCRIPTION OF REVISION DATE CITY - - - - - - - - - - - - - - - - - 30 CONSTRUCT 24' RCP, D - AS SHOWN ON PLAN I - - - - - - - - - - - - 0 _ _ _ _ - APPROVED • 173.4P - - - - - i Z CITY OF RANCHO CUCAMONGA 32 CONSTRUCT 36 RCP, D - AS SHOWN ON PLAN N 89'38' 19" E 00 33 CONSTRUCT 42" RCP, D - AS SHOWN ON PLAN + �Ok�S CALL UNDER GROUND STORM DRAIN PLAN 0� SERVICE ALERT 37 CONSTRUCT CATCH BASIN PER CITY OF RANCHO CUCAMONGA STD. 300, CASE AS SHOWN ON PLAN < �o � 48 HOURS BEFORE YW aG TRACT NCONSTRUCT LOCAL DEPRESSION PER CITY OF RANCHO CUCAMONGA STD. 307, CASE AS SHOWN ON PLAN m 10 65 14207 39 CO ISTRUCT MANHOLE NO. 2 PER CITY OF RANCHO CUCAMONGA STD. 319 LOCAL DEPRESSION CATCH BASIN S�S�� 1-800-422-4133 ON-SITE STORM DRAIN 40 CONSTRUCT MANHOLE NO. 4 PER CITY OF RANCHO CUCAMONGA STD. 321 O W CASE A B C D E F G H V B W t H ; THIS WAS PREPARED UNDER MY DIRECT SUPERVISION: APPROVED BY: / � DATE:c. QROF ESS/ON .r '--;-T- 41 CONSTRUCT TRANSITION STRUCTURE NO. 3 PER CITY OF RANCHO CUCAMONGA STD. 336 6 14' A 1767. 18 1766.92 1767. 11 1767. 52 1767. 35 1767. 69 1767. 67 0. 33' 7 6. 0' 38" 14' 6" 0. 33' F� p T��l CITY ENGINEER �.. -c_ 1 u1 ` / ( R. C.E. NO. 24953 7 28' A 1766. 80 1766. 51 1766. 63 1766. 99 1766. 84 1766. 97 1767. 16 0. 33' 8 6. 0' 38" 28' 6" 0. 33' �i �Q� ll� cy DESIGN RECOMMENDED 46 CONSTRUCT 12" RCP, D - AS SHOWN ON PLAN A. S. W 8 14' B 1767. 21 1766. 96 1767. 16 1767. 58 1766. 89 1767. 38 1767. 75 0. 33' 9 6. 0' 38" 14' 6" 0.33' L N0. rri 30171 MAPCO v 47 CONSTRUCT JUNCTION STRUCTURE NO. 4 PER CITY OF RANCHO CUCAMONGA STD. 333 9 28 A 1767. 26 1767.05 1768. 63 1769. 52 1767. 22 1767. 43 1769. 69 0. 33' 10 6. 0' 38" 21' 6" 0.33' EXP MAR 31, 2000 DRAWN 164 W. HOSPITALITY LANE, SUITE 1-A SHEET 64 " " 4c � P.0. BOX 5822 48 CONSTRUCT 24' X 24" X 48' DEEP BROOK BOX 10 14 B 1766. 97 1766. 61 1766. 54 1766. 84 1767. OS 1767. 14 1767. 01 0. 33 11 6. 0 38 14 6 0.33 C'V`� �\P J�`� .�^ g A. V. C. SAN BERNARDINO, CA 92412-5822 10 OF 11 qTF OF CAWARREN D. TUTTLE, R. C. E. 30171 DATE CHECKED (909) 890-9333 DRAWING N0, EXPIRATION DATE: MARCH 31, 2000 W D. T. 1667- PROJECT SHEET OF