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HomeMy WebLinkAbout847-D : . kW BENCHMARK : - - - - - - - - - - * BENCH MARK - + } 1 } t } # 70 A . t I I ; 4 I : CHIZ. "O " WEST CURB R 1 1 - - 1 I F /v' !�! - - - - U RETURN, N. W. CORNER HILLSIDE ROAD AND HILLSIDE COVE. : : ELEV. 1883 . 086 . . . . . . i i i # i �► i . . . . . . . V ' i NG#�T,e4l�G'E . . . . . . . . . . . . . . . . . . . . V •SS h _. . . . . . . . . . . . . . . . . . . . . . . . . . . . : �b 4`Op�. . . . . . . 2180 SODD¢ 0 ? t 1 _ . zoAj X2170- -o¢ ISOlev U 1 'CiOir/9'T. %9 •9J 'C.f 2�",L?C!� � �'` ,� 'C.B•��' . . . . .y . . . . . 8 ' a I V .� � �s' s. ; � - i i i i � � %�4Gt•O • .�. Gtr�aFG,� z/ T c.R - - � � .YYAT�,E' r.�J,B�9� : i 2160— -- 4%q —•:2170 2200— - 2160— Ws - - : � t . . . . . . . . h V W 't. . . . . . . . . . . . N,t2w�r •2Qo cf's } . . . . . � %�� , O►o [.•F �O ' 1 �c . . . . . . SCALE . . . . . . . . . . . . . . . . . . . . . • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . i HORIZ. 1 "=40' : : 8" . n N ERT. I"= 8' L E L N E• A P�?!V�T'E DRA/JAI v --- -- -- - - -- - - -- - -- - - -- - -- - - - -- --- --- _. _ - 45�I eC7T722M 40r- 0 0F0 1 2 3 G�pfl 4 - -5 7 8 0 0 4+ 6241s0 4• � � � � � � s PLAN CONSTRUCTION NOTES � QUANTITIES CONST. 18` R.C.P. 145¢ L.F 4►4 � ��� '�' 63g 64 65 �— CONST. 24' R.C.P. CONST. 27" R.C.P. L-F - if/�;73 ,O G. CC 1 h 3 SG'.4�GE•' �) /'�'t�O 4�----- CONST. 30" R.C.P F. . 2� L. 00 f/ B A ^ � a5 — CONST. CATCH BASIN PER CITY OF RANCHO CUCAMONGA ti V STD. DWG. NO. 502, NO. 1 (W & V AS SHOWN) . 6 EA. s CONST. CATCH BASIN PER CITY OF RANCHO CUCAMONGA I h \ STD. DWG. NO. 503, NO. 2 (W & V AS SHOWN) . 9 EA. CONST. CATCH BRSIN PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 504 , NO. 3 (W & V AS SHOWN) . 5 eA. h �` $� CONST. JUNCTION STRUCTURE PER CITY OF RANCHO L4 15 I ,1� / � t ��C.�•�y _�' �� � � CUCAMONGA STD. DWG. NO. 509 "B" . 3 E4. V D CONST. MANHOLE A PER CITY OF RANCHO CUCAMONGA I Q 2 STD. DWG. NO. 510. 7 EA. CONST. MANHOLE "B" PER CITY OF RANCHO CUCAMONGA �• STD. DWG. NO. 511 . / CA. �,q,�t�' i I conte r �2 11 c," /S 7 L.?` GC i' 7P P/ /t^"OP PrR Ger/t/L AN �►T /p. 3 CI tv� @13)— RE MOVE EXISTING CATCH BASIN I vAN\ 14 REMOVE EXISTING GUNITE V-DITCH 5eE IMP. Pt.,AN ` O REMOVE 12 ' + L.F. OF 24" G.M.P. 121-.F REMOVE EXIST. HEADWALL. I EA. \ �} it CON 5T. 21 R.C.P 405 L-F ` C 8 GGWST. GO/VGRETE 6NER6Y O/85/PATOR W?<J /NGET OOX PER tel. •r. (:' ? I Q \ t,• WTY OF RANCHO 60CAM0N6A SrD. AP*V6• QUO. 6/4 U51N6 ..•r.' �• �1 t i t .. Z I `l i• � �'�iP x U t4 pP/PE D//t. 0E0/6N. _� I �� 20'X/iO� HCl// 'T.2✓�.r/ r, ,y '`� l9 CONST PC.C. V-DI TC14 PFR DETAIL S�/Et7 /O atm 14, 065 1.F ! / c> �,��9iv ill.� f•'•�f! `7 ' E.l'.�'E��.vT v • 5 W177,1 /DAX /D'T/P-RAP. 1 / � .so�cESS EAsEME�vr Tif/EG"/TYOF.�.9-liG'.y0 s �'UC•4�ov�s.9 % I 0 R L T ARAMIE DRIVE 3/'Z/l /-4 /87.00" /02.33' 12 11 10 © 7/' (, 14 13 ea 25' EX/ST. 60'!✓/,CLQ �h I � o .. c�eAiv,4� E,gsE,�r f�,R TR- Ab. /4277 �\ �j PSP/V.4TE OSA/�t/ Q 76 �Z .5/ �5� 60 Z-5' X5.6/ AM Pis As �' " I h N - DESCRIPTION of REVISION - �lj C✓�f/E •� SEE V B OF �9�3Z'D5" .¢5.D0' .54'6/' 3/. 39' DATE APPROVE / �� 3�3� o 0•3a'�" /rGO�' /2•/a' 6.0e' CITY of RANCHO CUCAMONGA h 1• � / Fc ���t*�y / 2'O/'�,�.�" //6;3.x' ¢�?�' 20.62' Irl-p"51 0/rvr. -e�zW LUrvE V, \ I E F ,/ ; F ,8,,,�.�� 9 TRACT NO * 1 _O N� 6� a�w - O ,l/B l .Q5"ftp SOT 0•C"' cb���.c/irY T�.4�G STORM DRAIN PLAN Ge rvl.�r ql ;X74 C7- Y LARAMIE DRIVE GDivG i0 • � I 1\\ � � r , ' 76.0OP ': ( tr '�'' I APPROVED 8Y $EC -1wr G cuTOFF , . i= �-' DATE O'a 6►RACr,V6 \ i ' hh G TY ENGINEER RCE.No 23889 �ti S �� :"i•;• . }� DESIGN M OLE AND ASSOCIATES, INC. R COMM NDED c�� I r I I • •• - ,e 6. OF SAN BERNARDINO COUNTY tbb 5. c s � CONSULTING CIVIL ENGINEERING NGINEEFIN3 DRAWN ounAGSHEET 545 N.ANDLAND Ave.,Suite /We APA/NAGZ• 4N0 J UPLAND CALIFORNIA 91786 9 /4' �'CoRLLO MAY/,/977 :��� �� � i �� PNON� 14)985 RC � �RAWIN F NO. /NBK r/75PG -{ HECKEO RCE No �'¢g� G►�f�/.4L .IKaRD5' OA E 12Z,6zklFILE No nw 847 - 4 - - - - - - : : _ : I - - -- - - - }- - - - - --- - . - - - - - - - - - { : . : : ' : 1 . - : . . . . . . . ; : BENCHMARK : f I I -- - __4 - -1 -� -� - - . - — I - - - . - - - - - . - . . . . . : i , i i i i : i 1 + 1 t BENCH MARK 70 ' . . . - -- I - --r- �-} - - _- - ..� --- �� - - -� - - - - - - - - - - -- -- - - - . - # ` : : ♦ y t } - - - 1 : l - - - I - - i - CHIZ. " ❑ " WEST CURB RETURN t 1 I 3 1 t 7 7 r : - - - - } i { * ) t i N. W. CORNER HILL 0 I i , i i I I i SIDE ROAD I i _ _ jj - - - - - - - - 2 - - - - T - t 1i - -♦ 4 - r - - - - - - - + I . ? } AND HILLSIDE COVE. 1 a1 ; .do , i I , ia + - - - - - - - � } -1 ; : :- ' - - - - - % - - - ` ' . '�• : . � ELEV. 1883 . 086 : : k . I :Wr- 1 i. . . . t . . . . . * ! T . . . _____- k j I . . . . T ! . I 4 I 11 I 1 i : _ �'- 4 i 1�1 y _ I o /A�FA� I i v i ! 1 t I : - - - - �---� - -- -- + - ' - I i 1 ; i , + - - . '0094 i -�- : -- + a� - - . >� . + + 1 + . ! I 1 1 letil I ; : / ; tj - , i s� V l 1 , , _ t i - - - ♦ ♦ . - _ t + : - - +- + + : : : + : 4 - +- + -1 - - - - -y L- ' : . I i I : ­ *; - Ns-'—---F . . . . . � I f I f i - w x I t� + _i 1 + N �: v I 1 i I . i -t 4 - - - - - { �4i i L �� : ; ` I '&A FA 1 4 I. - - - - - - - -- - - -- R I + + - - --i I + :� q '/ I - - - - - - 1 . . . . ' I i ; l� l{ f i I b SJ t 1 _ _ - - -� �t + t - r 7� *, i /,5� :7!!� ware N : i V I � h . : . . 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I 1 - _ + t_ _ j _l - - I- -4--_ 1_ ;___._---+_- _ I _-- . _ _ 1 _ ;GD�t/ 5d/.AD Z.d&_ 2!"'X4/'� r t : i ` ` -` fifi r `�a'0 - - - �t + Xi i, - Go�Isr 3�410, 2�'''� � } _ } wom � . /250 .O-21.9 i . dj Qfi0 r46$3 GPS: - + -/Z-S4 4?- - ?D/Sr�//'''.� f�/1 R .N- 7G 3f' 3 .4 G.f Wil!"�t' •R' i : . : . : i ; i . V 1 i'zE ✓C.O• / -O,rs'/Gosr�. Bd��t"1tiL� t. �o.p SNF F i t i • i i i + : -i (( i 4 . � i s cJ�'s - -- - - . . - I �-47,Q s",3 �5 . . . . . i 1 i I : I f t + : . - - . + TMST! it/E.iC/PL Rl�{L' I . : i { i i 4'HIA , "MAX. AIA• + h 11 I ; C rr -/ j� p0 O G�/�T : LINE: iI J _i 1. 1 -1 : - -: I i i - 1 : I : i : ♦ 1 ♦ - - +} + VCA ` - + _ - . yv -- . i : ; /0 x Ao• y I } . . : 1 1 � I - = 1 - 1 i - : I ` N t - - � _ i � .SLt�,6 4 : 1 i - . . . : I . _ - - .est- - -^C�-�I T� ,409 // HORIZ I 40 ? ; 1 - - - . - i 1 I. 4- - _ . 1 - - n - - : ; - ; .'� E� N Cv f-3o rTt�M �T -- �- f } . 1 } } 4 1 VERT. I = 8 it - , ? . . y i I f f 9 8 7 6 5 4 3 2 I p p �0 �.r- @' 0-0.066/ Sa L-r- G 89 L.f G� s=o.O�4. N 5 s0.17cc "r'v L.F 7-ao/-. 11' . _. 10 - j#�zf'OC�' % "'s.40' CONsr• /97 I-P. 4r &C-Af.P Q!o = 1'7.7 c•fs T2 d 11 �--—— faR OVERFGp/,/ t P•ce Y-D/TCN BERYL STREET SEE SHT. /tof/¢ oXvnl4GE - seE 5 CArCu aA5AI .' sic rioiv BE�orV SEE S',S/7//DIF/yt � A= t5soa'�" V NO, 1 , S&•E 5117' // Al e b A'XF 3 E 3EWNr- V6 I N * % H G /0 M.a"'N /-/,V r //' t2' 2Z' /5' 7 V , �A I 2A . , 0 D Z4' I \ v cocAc '' 9�¢,�s' E� . s a o TRACT NO. 11626 ,o, „o „ �`" DEPRESS1W --- II I � , �,NE I i L//t/E 'F" 3 h D 77 78 79 80 81 82 0 v M -4e'00'00" I t r /V 55'36 �. p, 4..D' \ 1 I A( ,4_-5"0-5'21"/'L/ 11► � w h) I IN(5EB Pfd GE ABOVE RlGNT� ...— I � 1 /�Q'v tD G E `` Q' \� 1 ,' 451 o�C/t o _ LA1A94674L OtOO.6p 'e G`lV /7 - � - - " - - -- F - 13 ` /2 0/�� r'20�� , I ., 2.J-r I 0- 5 — a 5 D' 5 e 50 il/B9 56'39 yE . , —Be —�- —s g. -� 'hyj- - L110 �20 � LOT C O — - a - -- �' -+ - -s--- I _ - SEE sar. ro oF6 - -- - -- - . . 4 18" �8" 4" �� \ M i 6RA0/n�G P�A/VS 9 � -- I � „ %Is 7-\ 3 .__ Or 1 EX/ST. /4"kli4Y�Rf/�t/E \3 4 k!�" (20 - T,8i9G'T BOUif/.O.rD.� � - � � � \'^ � � 4 \ // - 4" a 1 / _T I� L/A/E "G N "��, N N \ e$6 /0-/D W.W.M. i Al/9.0/'/9"E 33.-¢•4 11 I I T I '�` _ \ \ 1 I �'E.�BoYE,�T,�l4.f? J � I I I I I I o ��o,,° P,P,V,gTE Oleg ,. Co. C. V- D/TCN - - I �� I o I - I . �_ •.G4 \ AIX5. I I • � I I I I � � 35 . 33 h% I I I ( I ^ w\L I I I ,11 'e i x011 11 I b k .% . CONSTRUCTION NOTES r]--CONST. 18" R.C.P. 2 CONST. 24n R.C.P. DESCRIPTION of REVISION DATE APPROVE A °P"""Ow O R L TG)_ CONST. 30(D (��_ " R.C.P. R TRE MCN WITH Sl0►INi �e •C� IocwA��s. 90".v,42" 90-00' .4&01, 210.59' r�rj�—CONST. CATCH BASIN PER CITY OF RANCHO CUCAMONGA CITY of RANCHO CUCAMONGA �T'RENCM %MT"� `/ I ® 29°57'3'5" 90.00' 4706' 24.06' STD. DWG. N0. 502 , NO. 1 (W 6 V AS SHOWN) . �1 aARa 6 CONST. CATCH BASIN PER CITY OF RANCHO CUCAMONGA --`,c,- .,- � . : : I. G 89'35'07' 45.00- 70. 3&' 4W-.69' ALMOND STREET STD. DWG. N0. 503 , No. 2 (W VAS SHOWN, . TRACT NO. 116 2 6 . = . D (08 10 .51v 4500 53.55 30.4(0 1: 7 CONST. CATCH BASIN PER CITY OF RANCHO CUCAMONGA `� '' S. E 2/'24' //" x¢5.00' /(o. $/� 8.50' STD. DWG. N0. 504 , N0. 3 (W & V AS SHOWN) . 8 CONST. JUNCTION STRUCTURE PER CITY OF RANCHO STORM DRAIN PLAN �. CUCAMONGA STD. DWG. NO. 509 "B" . '.' SECTION E-D � I / I I f�-- CONST. MANHOLE "A" PER CITY OF RANCHO CUCAMONGA LJ::' STD. DWG. No. 510. ALMOND STREET - BERYL STREET �. -- x PWE x " @�_ CONST. MANHOLE "B" PER CITY OF RANCHO CUCAMONGA ,• . •1 6 x•' 1. ' SLOPE DISTANCE NORM.DIST. ► ,,,� � : , r e.s' STD. DWG. nNo. s11. APPROVED 8Y 1�3o�8G �����''� DATE IYz:I a I I.T' �! cON✓7- eft C.M•P �.� �L /�� �µ.� �sGTY ENGINEE RCE No 23889 ,: arrIOML •• j 2: 1 1{ ,4 •• l� wMOV5 eX/.0T C, ♦rv// MPSI/V- �WT " 2 2:t u' 16.7 � I L, _ DESIGN M DLE AND ASSOCIATES, INC. . EL� s: 20 Is.O' 8__ "�' �"/sr 6U�/� ,e e. OF SAN BERNARDINO COUNTY 5ci�g. of ar�r TION A-A 000M.L W% wre"M /S ,MEMOvE Px/8 j. /2'! L.)F CF 2•f' c Al/w I- PIPE AMMORS "EOMM ON ALL ILOWS OF I:, OR STErM � V,5 EXI�J' fW1A W^L,j_, < CONSULTING CIVIL ENGINEERING t- ALL RERvoRc.os STEED K 1{MIlER • uwa. DRAWN AND LAND PLANNING• SHEET s- •E' Swu SE A .w,rtS UNLES OTHERWISE uECY'". /7 � ,0/ "/e.c.f�' 545 N. Mountain Ave.,Suite 105 IO OF /� •- CONCRETE SNAIL eE CLASS V OR KT TER. 1pe. UPLAND CALIFORNIA 91786 /Ef- !- NGT TO eE USEO ON CONNECTOR PIES. /2 CONST• OC7/vC/Tr_ 'B /-//-°E' h/c1`1'0l"t l°M��� Op M� � PHON 9(714)985.9629 1 C 0 NCRET,6 )Wtf0?'K D07'/t 4- I g MA67. PCC V-017-CH PWR 0E771/L 7W/s .tee&T, NECKED RCE No /¢� DRAWING NO. /z Wiry /O'X/o' R/P-R�4P. 4-y Dq 1216/?' FILE NoAl n2S $47 j �� 5�� d.1/. ¢/3-7726 L { I fi BENCH MARK . 1 i p i i/Sif � � ¢ ✓ 1 11 BENCH MARK ! r Z/8D:5�T'�. : 7 0 I 1 I' : t, i I` s : , CHIZ. " ❑ " WEST CURB RETURN, 4. 4+I ! + ; t } 1� , t t } 1 �} .� : t } t ; t . t I t t N. W. CORNER HILLSIDE .ROAD : . i 1- 1 1 .F /Y i�S dE . 1 1 } \ 1 1�VT .� ! i _ : AND HILLSIDE COVE. i 1 : j. i -- ♦ + ' I ' -- _ ; 1 ` - %TG i . ; i ; ' 1 • • , : i i 4' 1 ; : r' ' # � ELEV. 1883. 086 } - t Y - . : .- -1 i - - 1 1 + to it r t 'r + t + } r i \• } { b,N �' �. 8 } i i i i i } it 1 i i t i �,►��'� i�5• o i i ; i ti i i N:lij i 2 s . } ! c t t i { + i t : } 1 y ! : hu i ' +� t ? a 1 f i i t n t } . : Ci ti G 7D G.f' ♦ ; ; Y ; : i I : i 1 - 1 : ; t i i i ! ' ; i ! { 24 /,e,.G'JO t i �1 �t : �► us N i t Q : CPON 4. p N O !1 WtA� D ws- - i moo• i rl' t14�•52 h i : : �• M .\ i : : i i ; ' : } i { i i : } i ! �' r Obi J!'�i�/�1�G Il�� 1 - ` � ! t � � i { � ! : .2140— �� � � 214a o N } } # ' 1 } i �� .a •tv t � i � } i i � { � } ^ i � i } } i i � � \:� � 3G�•59L - a 1. � - i ♦1�y0 } c i i } }C'D.v�T' tom• .C, '" { .i'000 2 X30—• 57 4 . . . . . } i. i : . . . } } . . . . . . . . . . . . . 5o 10. 1 i i I 1 2120 A M' r } , . . I L.1N LINE I 1 - - t, �M ✓/• /I• �.� ,�¢ .moi. • ' � : : • : � � i � � , : : i '. - ~ 1 H 1 N /�4 L..F. 2 .�.� 1 ♦ , : : : ; ♦ SCALE= : 1 N ia000 ! : s HORIZ. 1"= 401 } x ♦ 1 ! : i : : i : : : : : : • : : : N 1 • } 1 VERT. 1 : 8 : + 1 9 10 1 I't s��-a, 12 13 14 15 16 17 0 1 0 I �9 R tir CONSTRUCTION NOTES V � ^' •I CONST. 18" R.C.P. 2 CONST. 24" R.C.P. 3 CONST. 27" R.C.P. 4 CONST. 30M R.C.P. 5 ox a— CONST. CATCH BASIN PER CITY OF RANCHO CUCAMONGA \j NO. 1 (W & V AS SHOWN) . STD. DWG. NO. 502, A= ''�" G CONST. CATCH BASIN PER CITY OF RANCHO CUCAMONGA Q �EES,yT 6GF6 p� ��"St G: 2.9' STD. DWG. NO. 503, NO. 2 (W & V AS SHOWN) . 7� CONST. CATCH BASIN PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 504 , NO. 3 (W & V AS SHOWN) . D 1 >� o,�s S���� N ��S'® ��`SyT 8 CONST. JUNCTION STRUCTURE PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 509 "B" . 8 73 7 �S S' st o9 --+CONST. MANHOLE "A" PER CITY OF RANCHO CUCAMONGA r STD. DWG. N0. 510. e' �cb G�CTo 4g;.Z7 � //- 6G ' T 10 CONST. MANHOLE "B" PER CITY OF RANCHO CUCAMONGA C/��` �10• 17 Alga 2d' 'X/ -� 2z, / ' Q STD. DWG. NO. 511 . 33.-q9 _ / / II CONST. RIPRAP ENERGY DISSIPATOR PER CITY OF 49 �` RANCHO CUCAMONGA STD. DWG. NO. 517. I G/�l/E 1SEE �BoY`c �T �j�yT -< tt4 I2 CONST. HEAD WALL (SIZE AS SHOWN ON PLAN) . t7 N /O"C..G1L. � =gyp 17 CONST. 21" R.C.P. A h 5/.Bro- -L.F. -24".PG's f� :!/•46�rd'/�' P-tea" — — �h 34 - �EE �BOYE +•1 \'S � C V`1� I � 17 , S 77 L 76v 75 /7 ��Z�' �7 S y`� ' 7 REV ST w.4MES F4o.�!�AMiNa REAL 0.4/✓E 7`0�E,gLES 2���� 57216F7- -6117- 721677 SRe. j 4 SEE 5/1 - /OO�ir¢ h \ V\ �� •4� z ti ALMOND STREET 0� �` w �,`�• X841 O y4 ,X -Cid lv d 6K s-y DESCRIPTION of REVISION yy, s��-2 �—� DATE APPROVE t44rG� 5 CITY of RANCHO CUCAMONGA CURVE DATA � x z � ti 7 TRACT NO. 11626 0 o R L T BERYL STREET ' yo �� 2. ti 36 Q 45oov'oo'- ¢svo' 3s 34' 8 8 STORM DRAIN PLAN �e BERYL STREET - FROM ALMOND STREET © 23�4¢O.5" /0�5.GY1' /8' 223.BD' © �z8'is�" moo' 3��' /6./�' �� / TO DALES 67J E*ET APPROVED 6Y DATE/-So-h(, G TY E NGINE E RCE No 23889 DESIGN MA LE AND ASSOCIATES, INC. RE M ENDED OF SAN BERNARDINO COUNTY i �* . CONSULTING CIVIL ENGINEERING DRAWN AND LAND PLANNING - SHEET 545 N. Mountain Ave.,Suite 105 /I OF IT D•PS• UPLAND CALIFORNIA 91786 PN N�R 4)985.9629 /¢B/ KECKEo RCE No _� DRAWING N0. OA / B' FILE No 847 ! t i fi i BENCH MARK . . . . . . . . . . . i BENCH MARK 70 1 1 I i 111 CHIZ " ❑ " WEST CURB RETURN, { 1I N. W. CORNER HILLSIDE ROAD i + - t t - ? i - - } 1 } i AND HILLSIDE COVE. i + , } 1 i t : . i ELEV. 1883. 086 1 1 1 1 00 _ 1 / 1 • ? ? � : } : ♦ : I i i i : } ! L` ! { T t 1 \�Y : } } + 1 } `. I I 1 "o\ '%4 + 1 e 190 \j i i f 04,e ,v ' o p a ;� : 'a i t } t : i ; � R ; ; p h 10 D w . ♦ t : : : : i i \ O : S ; } ! j ! t t t t ! ', ! II D �•h + �. i 10. T �? �S M.5. 1 f_1ww 41 g , } 1 , ' p o , ; • : } 1 tib bit t00— ti� ; ti } 2100- 2170 iw —'2170- 8 % —217a ¢Io. n V , � � �' it � � 1 ! � q r .3.! G:�.+'✓�.' ! 0. h � : b� N � � � � �'T. C t" ,.-:0 : ? �.' N } } ! �► kI a r Q rre :Vis.. ' Q ¢•= � s° 4,0 i i } # i i ,a ` 2 C'Y S. . . t i s ; � 90 12080 . a 41 f D t CbrV'5T. /A'J .4G cis SCALE= LIN LINE "J-" LINE "K " i : i } HORIZ. I =40' i # } M I ' 'ACI 04TE� P P.4 t I i VERT. 1 =8 ' /N 0 I 2 3PLAN 4 5 6 0 0 I 0 I CONSTRUCTION NOTES Sem >TsA!Prl 40f re 40f CONST. 18' R.C.P. LG•e/�O/�C/l7 �G.47if/ B 4 C, ,4e:/ : 0 �, �-� 2 CONST. 24' R.C.P. C�S a— CONST. 27" R.C.P. 4 CONST. 30' R.C.P. CONST. CATCH BASIN PER CITY OF RANCHO CUCAMONGA �'.��� STD M. DWG. NO. 5 0 2, NO. 1 (W & V AS SHOWN) . i2, _ 6 CONST. CATCH BASIN PER CITY OF RANCHO CUCAMONGA ALMOND STREET STD. DWG. NO. 503, NO. 2 (W & V AS SHOWN) . 2✓� ' �" a-- CONST. CATCH BASIN PER CITY OF RANCHO CUCAMONGA SEE S.�YT. v of/¢ 7 5, 45 i2- STD. DWG. NO. 504 , NO. 3 (W 6 V AS SHOWN) . 6 /S'PJP/YAT�AP4/rf/.4GE' �!l�c's'7R/A�l/ F�4SEMEit/ g CONST. JUNCTION STRUCTURE PER CITY OF RANCHO `7 CUCAMONGA STD. DWG. NO. 509 "B" . � 4 ^ �' 4 CONST. MANHOLE "A" PER CITY OF RANCHO CUCAMONGA STD.0 �XD�CC/�!'BG�c%TT '.� �► IO 0. CONSTDWWGMANHOLE51B " PER CITY OF RANCHO CUCAMONGA �R G�QAO/NG PLANS STD. DWG. NO. 511 . I I CivE �'N47-/4'47"w I � t�• II COSH . RIPRAP ENERGY DISSIPATOR PER CITY OF � I III O X32 RANCHO CUCAMONGA STD. DWG. NO. 517. 8. 1 CONST. HEAD WALL (SIZE AS SHOWN ON PLAN) . I ° Jvs 2 f A,/6 Y°4.5 6 3 ` r>=s9 I 0,9279'4 57— • /8 R.C. 1 % "Ex fl6? 1017 Ale 101=1 I - -I--.97� -- //.5 �3' O L pMAS 229 0,7 G'OU.Q 0f/2.00 lArrse I =3-A 63.46 MAW LIME - -5'8 —�'r IE.�SE El/T SE'E � �/ v i�'`• I 43 co 10 I I h A=47'14'Zr- V a I i 70' � a 41 - 3.70' > X� 42 53 8 5 REy/JEO A,t/O AOOE� ST�EETit/git1E�- QI 3-3-a6- ti,��g • /5'P.+7IY,gTF,G�/1/�t/A� EQUESTR/.4N DESCRIPTION of REVISION E�(S�MENT OA E APPROVE CITY of RANCHO CUCAMONGA L �' LINE D TRACT NOe o,�,N11626 STORM DRAIN PLAN t .INE "D" FROM ALMOND STREET TO -REALES STREET CURVE DATA APPROVED BY ATE/-�.�, • CGTY ENGINEE RCE. No 23889 O R L T A S'ECTlDit/ G" -en DESIGN M OLE AND ASSOCIATES, INC. RDED Q 45o 00�00�� 4.5 00� 35.34� 18.6-4� �, s: ,fig OF SAN BERNARDINO COUNTY ��''(fy E N CONSULTING CIVIL ENGINEERING DRAWN AND LAND PLANNING- SH-EET 545 N.Mountain Ave.,Suite 105 ^ OF UPLAND CALIFORNIA 91788 /G P 1 )985.9629 /¢B/ NECKED RCE No YOM DRAWING DRAWING N0. 0 E 9 FILE No&L-71--v B42 �.r/ ¢i3-7725'