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HomeMy WebLinkAbout3000 ALTA LOMA DR ORANGE SIT II IIIIIf I " I 11 - III II 1 I IIIIfLII f(,f) I- 1 j 4 714 1 II7 i 4 1i fi 6 1 6 6 II _ + co i , -� L_ 7 CO co CO r u _...amu.. .... .,:u.......�xw .� .e�»«�.�.«,.r .., vx ...w..+.....u. m�..d .ua..a �,mus.m .v. a.,.x..w....k.,w n. ..::... .,,.:.::;.�,,:�,.....,... -...,: a«., �..«:w...+.,.�, a... �,.x......a.a,wa::.. � .gym..... ..-., .... ..,. .... ..... ...,. ..... ....,„....':amu .� ss.<.>....«......�. fe u—.—_-.... m.e*- � ...u. w....,.�.:,a:. ...v.- '.: .w...,..� ,.wm.�:eu:�.«a., .. .w _ ,.-:....a....�. -..,uu...,M..:n..�..i..w..+..r&^' M.r. ,..�..�.w..:-.. .0 ..w »+.,..«.:. ,ar,:«yn, z, w.,.:::w.n,.a. -,a..:. v....«,.�....�.;w.: ...a=...�s.sa...... . v.....n.,..m„sa. :. ....�rovnwwm»' .w�a,:um ,.�..mu�:a . ,s... _________ _______ _ _____ ------------ ---�-- --------�---- —-- --------_ —r—__—_—Il '�---___I�-___ -- -- -- ------------------_a ---�__ _ _ _ ------ -- --��---�-___ ---- --- --- --- — — —�° ----�___ ILS_— — —s== ___�-- bi ---------- — — _� ----- „ „ P 1 25 . co cv o-� �+oa 3 0 f .w + �+00 5+00 6+Oa 7+00 9+aQ ,. 4, ,. 10+ 11+0 „ „ -S -$ 8-5 --$ - -� s 8 _ &mss _ _ _ $ - - $ - - 8 - I „ 2 3 7 7 7 - I 5 2 3 2 3 7 I w .—— 4 ---- -- -- --- ------- ___________ ____ ______ _ ___ __ 000 \ I]11 -----�__-��_- __-Y_--- --�__ ___________ ---- ---- ---------- �L-----_V_-- ------ -V_----�--- - ------ ___-.�{-___ _ __----- �----y �- ~�-------- ---------------_ -_ -''- ------ -- bi - f �- ❑ �)/ _== _t�cn=r 1�cwl�cm1v:F===mm=r=e=ru2==mm%m P-M cmrvm=� �. c� J r n r -- 7= C, oI i 1 i I i i I mmg 0 c I l i i( I 1 = to to s z 4 61 l i l I I I 1 q 4 6 i t 11 I I 4 t`z- w i i ii � 7 ii i 6 4 1 1 1 7 � I ' 6 4 1 1 0 cn m I I 1 1 1 I I I I 11 I D i 1� QI 1 11 11 1 I I II N I I �I I 11 II I I I I I I ALTA LOMA DR ORANGE ST S R E r. F-"Y L (D LEMON AVENUE MANDARIN AV I e r I I j It Ilv I I 1 1 I ( I I II • 1 I Ii i 1 1 1 i i 4 _ 11 1 N 7 1 4 i i 1® 1 7 11 (pit ® 6 T 4,.l I 1 °` 1 i > i t i` ; 11 6 I I 6 II 6 I I �- - - Lij tp ` t0 tU C t0 �� cp \ \ �, Q .-•--- ---------------------------------- ________-_--_________------------...__________------____—._-----__ _____________ ____________�_______ _____ I I i EF� -- - ------------------------� ------- ------------------------___-Y- -------------- -------________ -� Y------ - ------ _ __ __ _------ ---- _—__ 1 . 2 ne N 7 7 `7 7 w -a 14+0Q 15+00 16+00 17+00 18+00 19+00 a 20 00 2+00 23 00 24 8" 8" 's -$° 8-'.a •mss 8"�s - �.. r -9—{— I T 2 3 2 3 N 2 3 w 7 � ----------_-_------------- -- --- --=--- - ______ _______ r - ----=-- ___--- -- -- - -- -------- _-________---- ------- ii -_ -� —' __- --_-�_-- --�----___ ____- ____-�___-- -_ ______� ____ _ __ ____-- -- -_ �______-___-___ ___ _____ _____ _ __O----------- --- \ ------------------------ _ __ ___- -- - -----____-- -�__-____-- ---- ----__-__� �_______---------____-- ______ ____�_ LAJr 5 LjJ I! ii t i;ul - 25'--------- (00 - I �, N II 1 � � � a. 4 6 4 4 a VARIABLE GOLD PLANE 2 I I I 1 1 1 1 4 W z FROM 0' TO 0.12' DEEP 1 UJI I II N I I 6 r ) I­ AirNRM C> - �' 4' PROPOSED FINISHED momUo= Q o Q ® SURFACE LEMON AVENUE am 0 IRFMET EXIST A.C. SURFACE m oo�• �oQp4o� �Q pop°p°0 � 0 0 0 a p°o REGENCY WY BANYAN STREET COLD PLANE SURFACE SUNFLOWER STREET REMOVE RESIDUAL AC LEFT BY COLD PLAN 11 � � II � i ii � ,i • i i' i I I I1 " 11 OPERATION TO PROVIDE FULL DEPTH BUTT 4 JOIN FOR OVERLAY, 11 11 I I I N 1 I 4 1 i� 1 I I I � � F� g 11 PI 1 II III 7 II I ii 7 N ,i 1 1OAY 1 TA 1 iI ii 6 II 11 6 � II � II _ A' II 11 II 1j 6 �� M I� 6 NTS II II •I w ED t0 .. I 0 J_. o ic _ C3 m C30 cm czsm�cm cm crp cz ca am cmzt�cm am cmm!�ca cm 4=cm aL cm cm C====cm cm cm===m cm C=�C=cm em go emmmm-1=0 cm 9� ti - -- _ _ r _ —___ ______ 1 g „ W '7 7 cv 16+00oQ28+aa z9 oQ 3o ao 31+oo +0 —8., „ .. „ „ 32 as ,�� oa 34 oa `35 as 36+ao -f— ---�--- f- fs--- -----F -f— —f— $ ---�- :$-s-- - I - --f-- ---I P .� 7 7 25 -7 2 3 2 3 w w 2 3 1 Rik- -- --------- -------------------------------_ _ _----_____----__-__ - ___L_________—___— ______________________________ ____ h 0 _ Lij W �_ . to em C"==-,-- 'mc, r �, Lo I I I I rL0 - II 11 _ co co co '� o 6 II N I I 1 i i 7 1 14,, I 6 1 4 1 1 t`- m I I I 19 I r�I- 4 cn w PROPOSED FINISHED SURFACE 0.12' ARHM OVERLAY 0.33' AC. BANYAN STREET ohm 0.50' AGG. BASE L E r�.T EXIST A.C. SURFACE EXIST A.C. SURFACE SECTION " 2'PAVEMENT REPLACEMENT DETAIL20PWIN ®P 2' 2 BERYL ST 2 a, U � � PROP. FINISHE �� 2 � o/ 2 0 01 ��" � , O'�'' SURFACE �Q- 2 �� � ®�. ,Q Q �' .�ccn CITY OF RANCHO CUCAMONUA STREET IMPROVEMENTS CONSTRUCTION NOTESQ` © .'O , GQ �� u., A.C. PAVEMENT �� p 1 1 ti� z 1 , G ��4 �c• OVER C.A.B. Q •4,pPLAN '�-W y BERYL STREET Q)_ ! w O�►�`l• 1» TO 2.30% ® 1.62%TO 3 W .1 (NOTE:�. , I ®.Q ®•Q a o Qa o ROUTE VISIBLE CRACKS 1/ I T ) W °- W°- ,00 p0 p p°p°°pp o°aoo REPLACESTRIPING, MARKINGS PAVEMENT REHABILITATION °p°p °p° o°°a a _°pa j FROM ALTA LOMA DRIVE TO SUNFLOWER STREET °SEE STRIPING PLAN ON SHEET 6. pp0° °Q00 REMOVE EXISTING CROSS G R ADJUST (MH, V P.C.C. ULT ROUTE AND CRACK SEAL VISIBLE CRACKS APPROVED Y: DATE: Qo_ D U 1/4" OR LARGER PRIOR TO OVERLAY (TYP.) CITY ENGINEER RCE: 42156 JOIN I (SEE JOIN L ) AFTER COLD PLANE. IL Lwo I Em R IS E I ID DESIGN PIAN PREPARED BY: RECOMMENDED I @--SAWCUT, G EXISTING GU , 0 Br'�E.so nmr'%Y L oaft-T-R Em E-T- T Y I ACE;b'Am =L NTS 10500 CIVIC CENTER DRIVE CC I 11 FDETAILS. R 0'm S'm 5' 0 5"mr-i G� mim %aU 14DRAWN RANCHO CucAMONGA, CA 91730 S � 7 CUT I C. , NTS of ASPHALT 12 REPLACE WITH "A"� CRY CHECK R.C.E. NO 42156 DRAWING NO. IC T I NO. DESCRIPTION OF REVISION DATE APPROVED: CH DATE I:ILE NO _WP 1 1 f i I I a I CURB RETURN DATA II I I o oil I II I o I I I II I I d � II CURB RETURN DATA - I I I � � I Q � � � �� NII I I CURB RETURN DATA CURB RETURN DATA I I ro CURB RETURN DATA - BCR - 612.33 TC I � I I I I '' �`' I II I � A BCR = 592.87 TC Y4 A= 612.19 TG 1 I I �i �, �I I BCR = fi12.Q5 TC BCR = 570.29 TC I I -� I BCR - 570.25 TC CURB RETURN DATA I I ° " Y4 ® = 593.02 TC �4 ® = 612.14 TC I I I I •►o'� I I I Y4 d= 61216 TC I I ® -- 570.05 TC I I I -- d - _ _I �a4 2/4 d = 612.17 TC Y4® 570.17 TC I I G� Y4 N I' 1 % 593.04 TC 3/4 is -- 612.09 TC � � � I 3`'A = 570.14 TC I p I �4® = 569.95 TC BCR = 592.54 TC I I �' ;:}f ' I I I 3/4 A = 593.05 TC ECR = 612.00 TC I ��' $r I I �4 ® = 612.20 TC 314a - 570.10 TC ,� 1Q° w°° 314a - 569.88 TC y4 ® - 592.67 TC 1 I._ ."'S� I I ECR = 593.17 TC BCI - R ECR - 612.32 TC ECR = 569.96 TC , r t - ECR = 569.73 TC �4® = 592.76 TC BCR BCR4 d = 592.89 TC � .�g SCR ECR - 593.11 TC E-QI � -,� ...� 105 A4 4 R 400 F•„ `{. •: . I Q° ^_ M 4 ,. .. .4...m ., .. . s ® "t" a Q ._..__,_ » � g ani ...0 r , `w U �w . t 4J �1,e I ,`. G1 " L . :~ ... 1 1 .AA L91 l,. ____..__. __...__ 1 C1 I I ___. __. „ ..... C7 w Pt 2:28 ,�cr k 0 e c � I _ oi• 1� 2 _ �~1 1< x�3� D 0� , t�3. N �,`° I I I �o� �' I I � �' I Fa I y C I '.. .,..,. _......,..,.._,,..,_. .,.,._ ,...F""ta C"., _._,..,,...._..,.... ,t....,._,.,w.,...._.._-. ::'. ga. .....-,,...,........,_.... --J 3t ,.......,_....,_ ___, ,.,,._.._....._-___....._ 4,__,...,.-p.,,.,m,,. ,,._....,_„_..w,. ._,,..._ ,.._w.,, ..,._. _..,.,_.-._...__....�_,.,.....__... 4._v.,,,. -,...,__.-..,.._.._......_,...,....,....._.,.....,...,.._ w 3® ALTA LO A ��,• ®� I I I �, .° Dcg�4 I I ,���,�� ST qg�� . _ I ®Q ��> t I ..w ,d �'1G�r� ~ rt Gj� W g"`" �b Q• C�, LEMON �.g' 4== � Q' 1G _ _ _._.... v h Q I I I g I Q I �� 1 _._.. _:.._..,._,_. __ _,.... .._ ,.., && r1 R cp . .65% .��� �„..TM• �h 1.9��--......N ..._. d� g � 2. 4 � ..� ,. r-m m� _..__.__�___._.._-.___. _...._ f .ca._ I U __ �� _.,.. 1 • � �``�, _ a. ..2..28-� , _ c�� . ... .. ... .�_.. p d` _ � • 1 GO « ., 4 v. T ,_. .. .,...., .. ..r '....__._„_,....,.,_..,..._.... ,,__....... � .�„�.�.�_,. ° �„ «. ,._....._......_,..._....._..�..,...._.:�. � �,tC3 _.H C _. 4C1 Q C12 qq r i M 1 _ 1 W Vuj CURB RETURN DATA `° BCR = 568.75 TC ;. y „ CURB RETURN DATA a.�= E w CURB RETURN DATA k - CURB RETURN DATA "� -�* � CURB RETURN DATA �� � • ECR BCR BCR = 567.fi2 TC ` " = _ :M � :�.. :.. �•- .�-� BCR BCR 610.00 TG �• : .. ,� ,� CURB RETURN DATA CR, C BCR 609,36 TC Y d = 567.90 TC BCR = 591.49 TC �o I = Y d= 609.87 TC ., Y4 A = 568 52 TC ' I I 4 - ' - '< Y d= 609.67 TC I �4A 568.21 TC I I �4 d - 609 71 TC I I TM 609.99 TC �4a 568.26 TC I �' = y4 ®= 591.24 TC 1 I ry, " ,, gQ'S . F BCR - 590.65 TC X. .. g'S�c' ���I ! 4 4 567.97 TC I ;Y® = 568.50 TC ® = Q.9 C °�' Y4 a d = 609.53 TG ' I - ECR = 567.70 TC I I `�`� �Q �• I ;`4 A - 610 27 TC I �. �0 4 2/4 59 7 T }. � � 196 TC �4 � ,�:I I I I I I I I ECR = 568.72 TC '4 d = 590.69 TC I I �,� I I �4 d = 590. ECR = 609A 591.25 TC .35 TG I �® �I I I ECR = 610.47 TG I I I 1 `: 1 I I I ECR = 590.41 TC I I 01 I 1 ECR = 591.48 TC I I I'n 1 �" Coll I I � � 1� I I I oil f I I I Imo, �i I I I mo = ` I S I I 11 �nl I � II II 1 I I I c, cr V mm �Iftff 5-f Efts E 101'Y"L bAm"T wn%Eh E T NOTE: REVERSE GUTTER FLOW TO AVOID FONDING OF WATER. X14 'I I I I 11 I I I 111 I Imo ;. : I1 I I1 I I 00 CURB RETURN DATAI I I I I 1 II I I I 1 1 I l , I I I I 16r I CURB RETURN DATA LEVEL LINE BCR = 641.26 TC 1 I I -� I f I II I I I I CURB RETURN DATA I I I �,, CURB RETURN DATA I G I I I 4 I I, I I I -� ,, � I BCR = 660.62 TC Y4 A = 640.99 TC ,�`.L �, I I � BCR = 661.14 TC � � ° 1 D� 11 I I I � r y4 d = 660.81 TC 1 344 A = 640.76 TC I I BCR = 653.59 TC g co 1 _ / I �� _ �'�° I I I Y4 d ® 66Q.91 TC I �_.�__, r,4 ��;R;� � I I �4 d = 660.88 TC - .„ ' , • .. • 3!4 A = 640.58 TC I I I Y4 ® 653.30 TC I 1' I �4 d - 660.81 TC °Q s I _ ECR = 640.46 TG BCR I I ;co`� I I I - I �, I I ;Y4® - 660.95 TC I I �4® 653 07 TC d - 75 TC }�° s I 1 BCR '' I It'4 66Q. __ �s, I ECR = 661.18 TC , A. . I N4 ® - 652.89 TC ECR = 660,64 TC C \1<1\ 2 w I - I I ECR = 652.74 TC ® a• ' t . I I I I I _ DETAIL Y-Y , � w I _I - . N.T.S, .m_ _..... ....._ _.._ F L�, �I I I .� I C1 I I L W C1 _ 171 6 C ry - c�I-- 11 I w -- 3 31 6 E I c �w I I- I- DQ Go 4�� MODIFY GUTTER � I � ® co � ~ � cad I I I I I', I I ii ��r. �, I I 1 I I cQ� I I C>° oa L=12 w c m LEVEL LINE '� c m _._._......_..._ .,..._ _..__,..d_ g& _.._,.._.__..._. _ ._ ��..._._, ...�__._..... . �' I . I I I I I I �' �°�' SEE DETAIL Y-Y q z � 1 ��r.>r ____.. - G-1 _. ._.__... 4 . 1 _ oMANDARI AV !� --®-- ;, � Q � I I I I 6 I I 1 U ��,• �Q� I 4 4 4 ..,.-.. ._.. .v I 5 .._6 _ I I g•` ��Ci' I I I ®g 12' C14 I h ' - 4a 4 6 .® .m_ !� „• II ww I EDG I , I _ E OF GUTTER PROFILE ._ __. . ` � -_ _ rte;, �C1 fi w CURB RETURN DATA ®'` ' �w..- CURB RETURN DATA .� �► - � I .* d I I I ECR BCR = 639.77 TC , w I BCR = 652.21 TC ECR - I 1 ,,� .. T.. _ a4 Y4 A 639.37 TC l I � � M� I w ^ ::� - r I = I I I Y4 d 651 81 TC I I 639.05 TC a_ _ I I I CURB RETURN DATA �► �' . "" *,..... w. __. _.. .. 4, e'� �° CURB RETURN DATA 651.48 TC I I _ ECR - = d = 638.77 TC �` I I BCR = 659.92 TC BCR BCR - 657.95 TC - I I I f l I -Y4 A = 651.17 TC I ° _ 11 � �„�I - ECR 638.48 TC 1 I I ECR - 650.86 TC I I Y4 A = 659.42 TC I I g Y4 d= 658.24 TC �' I 1 f d = 658.57 TC 658.55 TC I I I I I 4 f 314 d = 657.87 TC 1 I I �- �4a I `4 ® = 658.91 TC I I I I I I I ECR = 657.84 TC 1 `- ECR = 659.40 TC I I f I <M I I I Irw 1 Q I I I I 11 I p. o I I ,M Q I II II 11 11. 11 I II 1 «, SII I II I I 1 1 I I I I I I _ �. I I I I I �, - I Cmr I I I I I IQ ) I I I I DESCRIPTION OF REVISION DATE APPROVED: c,ATO "Ho'k A1 II Ifgg 1 I I 1 1 I IIU u (;"U`C A MUNGA(CITY OF RANA �Vm A �Ift Aw PLAN B I Fm K Yr L S T R Em Em T is E H y 16 -F K 1h lh-F WEIR..Y L Tniftift-1- BERYL PAVEMENT REHABUTATION CURVE TABLE CURVE TABLE L CURVE DELTA LENGTH RADIUS TANGENT CURVE DELTA LENGTH RADIUS TANGENT FROM C1 89025'00" 31.21 20.00 19.80 C11 89059'32" 31.41 20.00 20.00 C2 86.18'10" 30.12 20.00 18.75 C12 89°08'27" 31.12 20.00 19.70 APPROVED Y: DATE: C3 89'2959" 31.24 20.00 19.83 C13 90°41'03" 31.65 20.00 20.24 STREETIMPROVEMENTS CONSTRUCTIONT CITY ENGINEER RCE: 42156 C4 89°05'20" 31.37 20.00 19.86 C14 90"51'45" 31.72 20.00 20.31 DESIGN PLAN PREPARED BY; RECOMMENDED C5 85°30'12" 29.85 20.00 18.49 C15 90°49'05': 31.71 20.00 20.29 6 SAWCUT, REMOVE AND REPLACE EXISTING CURB RETURN, C6 89.06'01" 31.10 20.00 19.69 C16 91°03'13" 31.78 20.00 20.37 ACCESS RAMP AND SIDEWALK. CITY OF RANCHO CUCAMONGA 10500 CIVIC CENTER DRIVE C7 92°49'30" 32.40 20.00 21.01 C17 88°38'36" 30.94 20.00 19.53 ® RANCHO CUCAMONGA, CA 91730 S C8 88°42'11" 30.96 20.00 19.55 C18 88025'06" 30.86 20.00 19.46 RQ2 11 OF 1 C9 90°13'24" 31.49 20.00 20.08 C19 90°03'41" 31.44 20.00 20.02 CHECKED R.C.E. No 42156 DRAWING NO. C10 89°58'25" 31.41 20.00 19.99 C20 91°11'50" 31.84 20.00 20.43 DATE FlLE NO SHEET 11 OF 1