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Home My WebLink About1257 PLANS FOR LOCAL STREET ' REHABILITATION s i _.. PECAN / CATA LPA & CROSS STREETS GENERAL NOTES 1. All work shall conform to the City of Rancho Cucamonga Standard Drawings CITY OF RANCHO CUCAMONGA and the Standard Specifications for Public Works Construction (Green Book) ,1985 Edition with 1986 and 1987 Supplements. CONSTRUCTION NOTES 2. Public and private utilities and substructures shown hereon are from available record data. The Contractor shall be responsible for protecting all utilities and substructures as shown within the Construction limas of Phis project I�— Construct 8" P.C.C. Curb and 24 Gutter - City Standard 303. and shall be responsible for any damage as a result of construction operation. 2 Construct 8" P.C.C. Curb and 16" Gutter - San Bernardino County 3. The Contractor shall notify Underground Service Alert 1 -800-422-4123 and Road Department Standard 115. the following utilities two (2) working days prior to construction or regarding 3�— Construct Transition from 16" gutter to. 24" gutter. any problems 4 Construct Drive Approach - City Standard 305 ( W a X dim. on Plans). So. California Edison ( 714)947 - 8226 Join to existing ground at back of drive approach. 5 Construct P. C.C. Spandrel and Cross Gutter - Cit Standard 308 So. California Gas Co. (714) 798 - 7739 Highland Avenue 30 � � Y Gen. Telephone Co. 0 - 800-422-4133) (714) 949 - 8008 ( X= 3% Residential ). Cucamonga County Water District. (71 4) 987 - 259 I IF / w Construct A.C. Pavement (3"A.C.over. 4" Base)- City Standard 201. 4. For inspection and survey work for this project , the Contractor shall contact QrEllR AREAa �8 -- Sawcut the Public Works Section at 989 - 1862 ext. 312 , two (2) working days prior . Q Remove and dispose. to the required. ul a C > W 10 Protect in place. 5. A permit shall be obtained from the City of Rancho Cucamonga, Engineeringa Z Q a II Adjust to grade. Department prior to any construction or encroachment within any City of a Rancho Cucamonga easement or right of way. AREA I v CATALPA ST. 3� 12 Regrade to drain, resod, replant or otherwise restore existing 3 W m landscaping in parkways disturbed by the curb construction 6. The Contractor shall notify the Son Bernardino Sheriffs Deportment,the Foot - ;; VISTA ST. 4` and match up grad ing. Install drainage pipes if necessary. hill Fire District and any affected School District - 72 hours prior to con- struction indicating any detours and/or road closures. c 13 A.C. Patching. Refer to Special Provisions, section 10.13 . PINON ST. , 14 Install Root Barrier. Refer to Special Provisions, section 10.07 c� and attached drawings. LOS CEQROS AVE. 15 Construct Wheelchair Ramp - City Standard 310. a 16 Relocate. - 15 LARRER T, o OI 17 Construct Metal Beam Guard Railing with wooden posts- Caltrans W @— Install 4 PVC Standards A77C-I and A77C- 2. Plus Victoria Street drainage pipe. PLAN LEGEND QI Reflective Markers, placement similar to 19 Do not do work ° City Standard 404 and 403. indicated. Work CLEAN 1311 SEAL ALL CRACKS. THEN -SLURRY SEAL. INDEX OF SHEETS done earlier by others. REMOVE & DISPOSE OF LIFTED SHEET DESCRIPTION LIMITS southern Pacific RR AmatchdlandscapingSIDEWALKS, cuRes a GUTTERS. VICINITY MAP �11 at parkway halves REMOVE alb REPLACE AREAS OF I TITLE SHEET (NOT TO SCALE) with respective ALLIGATOR CRACKING OR POTHOLING. 2 a neighboring 3 PLAN a PROFILE PECAN AVE. Baseline Road properties. LN REMOVE A.C., GRADE AND PAVE. 4 P LAN a PROFILE L A R R ERA ST. 5 PLAN a PROFILE LOS CEDROS AVE. 6 PLAN a PROFILE PINON ST. 7 PLAN a PROFILE VISTA ST. 8 PLAN a PROFILE CATALPA ST. DESCRIPTION OF REVISION DATE CITY CITYAPPROVED DESCRIPTION OF REVISION DATE SHEET ApPR �I7 gutter F.L. data added. 12/7/88 1,8,9 8 10 9 PLAN a PROFILE ASH AVE. CITY OF RANCHO CUCAMONGA 10 PLAN a PROFILE PEAR AVE. a PEAR CT, 01 change in diameter from 2" PVC to 4" PVC. 9/13/88 1,8,9 a 10 �',?;�, pts Proposed grades,various elev.'s a slopes changed. 11/28/88 1,8,9 8 10 Q2 add note 17 , Caltrans metal beam guard 9/13/88 3,7,8,9 &10 Pear Ols Pear Ct. proposed grade changed. 10/31/88 1 800 �(.�;? railing , to appropriate location. 03 construct new drive approach. 9/13/88 4 �'x�, X14 curb return data changed or added. 10/28/88 1 , 8810 717. 7 TITLE SHEET Z�4 moved cu I - de -sac. 9/13788 .4 83 5 .mu �g 'P- 465 changed alignment of driveway. 9/13/88 5 8r 7 P VED 8Y: -r/z-t g8 � add note 9 remove and dispose of 12 "tree. /12/88 7 �,� No: 36937 j� ,�P ,�9 � DATE. s Q p xx *\EXP-.6 30 92 �} CffY ENGINEER R.C.E. NO. 14942 \�P�;: VIL��Qi DESIGN PLANS PREPARED BY: RECOMMENDED OT add note Q, relocate mailbox, 9/12/88 7 't�f-�„��.�E`��' -� CITY OF RANCHO CUCAMONGA Qe change width of driveway from 16' to 24; 9/12/88 7 ,(. A13 changed thickness of A.C. from 0.17' to 0.33 . 10/27/8 1,8'98101 7r/'k. ; DRAWN 9320 BASELINE ROAD SHEET RANCHO CUCAMONGA, CA 91730 i A9 remove existing traffic barrier. /12/88 9 ��'� afz moved 100 V.C. and changed middle slope. 10/20/8 9 7r,711 � � � � I of 10 + CHECKED ,... ' OAU' R.C.E. No 36937 DRAWING NO X10 add reflective markers to all guard railings. 9/ 13/881 1 A/ X7, ill add note 07 , landscape parkway at cul-de-sac. 9/14/88 1,4, 5 8, 7 /�ii'✓ Ak ] DATE FILE No 1257 _ 1.111 .... 1111 _. . . . , .. _.,... ...a._...,. .. _.. --- . . . .._,_.� __._:.�_, ,...,....w�...w�...- _. ..........�.....�.__....�.._..._..,.�....,-e. w.- -- - M.,.,.a,,..ar<..-.....,.,_,_ _ C/) ww 0 D, ._._a a.... 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I p 3 io a1 9 Q I;% 7 I I I + 3 SLURRY SEAL / �— S . -- —— t-.— I I I I�� q o i� . ��;�. � --r" i t3_� -f i-_- # ----��__`�'�—=-�L=' -=°' `�' a' .tea-- - -=�I.M:�, �,��_43ti _ - --- - ::3 - -�_ I �I ._ . .. _ ... - - - - - - - mil existing - - - - - - - -1 1 _ _ _ _ _ I.... in — 2„G — — — ---- 2�� Gas line — --- I- �:1. I— �� 8 [ o °D _ST — VISTA STe _ _ II I I I I _ 2 G 13 existing �? exavement isting curb 81 b . 4II I * 9 curb a E% p gutter P. x , I I 17 - - - -- - - -- - - -- - - - - - -� — — — — - - - -- - - _ - - — - - - - -- — � - - - � I I --- -- - - �=T _— 9 gutter TYPICAL _�` �.� T �, f _ CROSS SECTION z`til .1 1 te�"�': r—' �;' ` ':;`.�.) r�; \I / `:' i+a \\1 I' �.+ ` � ��rh�% � �� \I �/ c'� I/ ��, � `'I` I I I :^�_ ``� 17 :t �::: - ..'1�` << ' .amu ,I I I I -� �� Scale: Horz. I” = 10' T.I. =5 1 1 {^ I I I `I I� 11 1 M 10 _ _ _ I I I 11 I I r Vert. I = 2 1 �aW= 24' 8 �} x x M to ',0 1" I I I 1 M Q add note 1 Caltrans metal beam guard railing, to N I I 2 X= 31 9 N STQ r ,� "' x x "' x "- I I X M west end of Vista Street. 9/12/88 I 0 N �,k O M ti t0 a IO 10 ,6 O GOD O 1 I 1 ( W � x �, ♦ ♦ 3 + N ♦ N o M 1� - Q 3 a on 3 N ; + 3 + 3 0 ; I i I I 0 3 �o add note Q remove and dispose of 12"tree. 9/12/88 xx� qt _ - l I I 1 3: . . I 1[_-��l - Q add note ©1 relocate mailbox. 9/12/88 2K 227-259-15 227-259-03 227-259-04 227-259-05 227-259-06 227-259-07 I 227-256-03 227_256-04 z (13081 VISTA ST) �5 chan ed alignment of driveway. 9/12/88 U It!Ls (13021 VIST= ST) {13031 VISTA ST) (13041 VISTA ST) (13051 VISTA ST)it (13061 VISTA ST) (13071 VISTA SF) N (13091 VISTA ST) g g y x , . .W J 'm $ EW a F � m �� Refer to Sheet 3 w � changed width of driveway from 16' to 24' 9/12/88 ��. a W H W d W W -A < a a O H_ W e g y Z� X I V� y�2VW d W �V W X W W WA X W W 0 �V� _ for Wheelchair X GC = a o ma ,> z 0 a < m 0 m X 0 o a a CITY �o �_ �OVW = 3 0 W o W m x DESCRIPTION OF REVISION DATE _ *J0 WW0 �ylJ(t :-n�� J H J -i H_ (- v m z F �z � � HI- z >_I- � P m CrW J O U3 m00. - QWW a� z _ ' a r J Wz _ Ram details J U s o` a o a max- = x a • a G�a_ : o : ■ o a a= o = Q= <a _ Q i- - J m APPROVED (ramps s shown a o a J CITY OF RANCHO CUCAMONGA -0 -q- F-F-Hm in3'�U. 2�r°DIt m 3 0 I 3J31.> m N a _N a 34 v Nm33LL °D On this sheet) 3 N 2 < PLAN LEGEND PLAN AND PROFILE CLEAN B► SEAL ALL CRACKS. THEN SLURRY SEAL. VISTA STREET R29QQ2999QQO REMOVE 8 REPLACE AREAS OF ALLIGATOR CRACKING OR POTHOLING. Q�cpR , VISS/q O BY: DATE: ss a t �- d ; , fj�A? TY ENGINEER ?9:��'�_M��k&iiiiiii= R.C.E. NO. ?" ? DESIGN RECOMMENDED � No 36937 - PLAN PREPARED BY: *\EXP:e-30-92/ * ,( x 7, CITY OF RANCHO CUCAMONGA 'WP sl CIV11 ,Q DRAWN . 9320 BASELINE ROAD SHEET qlf of cg\\ �, RANCHO CUCAMONGA,CA 91730 _T -i _ Z. �?; �. 7 of I 0 . CHECKED � JL-al��K R.C.E.NO 36937 DRAWING N0. Qn add note O, landscape parkway in cul-de-sac. 9/14/8 /i. / �, DATE FILE NO I�57 .. F} : , 11 I - - - . ddd > a { i ; k i - t i .: A I i , _ s , , : , i :i _ e t , a < , a . : , - ; T t . - r I k . , I .. , r ! I a • _; , 11 .i y �/ i i , , I ; > .. , .. ., < , i�L -: c < 1 1 I : < f ; • < , ♦ r M . . , . 1. > + y�� .. 4 N , aI � I I I � I : 11 I i � - . � I I I : . � : : i . � t . 1 , '�- iL') I [ . . . M e1 . p , , , : tr. Icy ` d � _, � , �- , . , < k ... : i I i r t? } O� !ti O` . : M 4 Ih O M 0 I , , �, _. I 16 I ; ! Ir © _. . . CU O� a I t t . , . a w v . � M + sT + os + 0 N . , r . : g7 k m . , ; , : ; t N to >ti M i . , ! v N N - In ad U CoaD N ; • ......��L — I Ir 0) . . _. , i _ > � M , W U m W -� = ��/ , - t)C m ; a , a r < l < . m _ o� cn rn rn 2 . c , ..b t _ v,,.. ,. .. ..... S. ,...o „v .,., .,.. �4 r _,i.. 0. 4 ,. r > >.. .. .�.. .. + ..; .... .Q. ♦ .., A. ... ..< ...�.... d i : % { 0.759', w 1-1S a < ._ __ Q.7 PROPOSED IVORTA 4 . .< > ERF - .-- - . _ _ a . GRADE t - , < , 1 . . i GUTT L. _ • _ g3 i T , : . : p ; i -_� -:- -• 0. 5 !�• . 31.42' I .� . g, _ i . , a r < .. I . > - a , 3 g f i ,� Exitrn T.C. Profs to -- -�'� A .- O'37°� € . - o . N >h ao 4 GUTTE ..�►t, on curb < . , . .cn cs7 . I R F L L. - J 1 I : 1 10 Im st a Ki -- fn 100 V.C. I . 011. rn m D� a € , , . . r : r , Ui + .. N . a, , . . 6 R . , gj , � N tL N ti +- ]f{j . �_ 1 GUTtER +� a , i . . ;rn cb > r e , r . > . . , rn . , . , , . j d . . , , ; p : . {_ < ; : b p . a k. p k ..;. ....< ......a... -� y ... - q > .k .. ... .-. k e < i- < > .- o t I i -f - I 5 V/ k J a , ; , p b < .{ j. < .l <- ) i• ate. , r < t < - , 4 .. c i ! ; ..k 6 a try , f t -t a ; o 1 -� t i 1 < F —1 . • + ; s < .. ..- .-. .. - - .. .. .. ... .. ... ..... ... .. , -t.,. ,. ,.?.. S t 2• R b d' ..<... .f..,,... ..l..... br-. -,t ..n.f a, t -: --„s 1- .J .4 ,r b ao , V. ! 4 < ... ,. ..�,... d-. .Q,. M S -y.. ,.,.A,« ,...P ,t. .� . -1 ] , .1.11.�..,�% -11. ... , . i . i 100"V.d. PROPOSED GRADE i . _ 4 e . . < . , .: .. < _.. _ . a , < : 94 --- , , . . , _ . .._ b - •� 0 . 0 .T5 /o I 3 -. - , .. . 10 . -- _ . _ _ 0' Y.C. � i ":I I . -•- --- --•_ -._-�� -• - _ - 4.4 xistin Profile - - -_ . _ 3 % < a t . 0 -- __- -- - 4 . t a . , _ . - i a S O V• ; < , , , , : > < . g F � 11 — JOD ?� s ' U) ti M — O i f O N O > , : • Icy ; i . NB > .. . ; .11 . - . O>< tt� , N Icy N N � M O t : - t . , i � : r .- k G� 0� — 1.7�l�o ♦ �. : < . > m + — O to , _ . p , M M N M 01 O dj + I - , _ v + t i . I I r + U O . I; : > — — . < k ; . > > — v 1 . . . & > f I Im W > i 6 . t < : - : - , - .. i 1.1 ... . . : , 96 : p . : : ; , . 1 . m W $ �_ : , - I N : ; i , < ' _ . . - . x. _. 01 a._ _ . . ... .... ..t...:. .,r....,....., ,._._...,. e .............. ....... .......t....,, ,.... ,»,e,. -..,.......,.. ..._ ..,,.. ....,... ._<... .,., ...> ,. ,... ,.. .. <, ... ...< ... .. z v „.. .< e - _ ,. ... ,.. .. .< .,, , .. . . < .. _,. r...d.. ..-a. , ,.,f E a - �- i ro . M = 1 : a 94 , I : p — % f . J : , — PROPOSED 50UTt m a a°'D W I -• -- - _ 0, A o - , — - 75 % T C GR DE v rn F : , 1 ; r i _ _ I > h I D2 £ - — ._- . . . . xisti T rof�ts - 3t 42 PROFILIF -�� . _ i n 9 C P -1 f.._� , r I , < < - _ • I I I i on curb i Scale: Horiz. 1"= 4b' . . ._.._, i a t --��,. 90 , i i ert = , _ , . V I 4 : b _ f I R . : - GUT1'E soin ?42 % ! I : 1 . : _, . . ` : i . . I . . . F L. - € I . r i . . . c , e e , .. .. <. - ,. b --t- i { 1 i : -i r aD a t i i i , + < : ; a i i : , ; . . ; 1 $ < : i < < > , , ; I , It < i , 4.. .a i 19 _, _ _�_ _< .:...,. � ..._. ......,.-,�__.A__,...q.....,.... ,.._.,a,........._,..��.,_,.w�,�..:aL....::.2.....,.�i-....,..,�...-..w,..,._,. _�,..,»,,.,..-....,. 4 ,,. ..-_ ,.. .. .,,_ e.. _, ._.. _... _ _ _a. ,. � 1 ... ,,k.,�. ., ._ ._ , , ,., ,. ., a 7 + 00 6+00 F 5+ 00 a+ 00 3+00 2 +00 1 + 00 0+00 TYPICAL CROSS SECTIONS SOUTH NORTH 10 44' 33' R/W 12' 18' 18' 12' R/W W 11 10 , 30' 30' a) 30' 30' a, O W e J W � t9 �V W 1 W Z Y 0. J O 0 X j a ; a _ _ a Q 12 existing pavement _ n r L N W UJ ~ W Q `/) � ; J x N W W W W I_W W Q Z x 3Z 0 Z 'L W- ( T 9 r1 �� SCALE' I =40 O N x !- _ ~ _ W �• Z Cj W�O z cr O = _ _z _=Itid z m W S 6W >_ W Z W a p p /ate I'� O g 0 W a Q Q� 1 co (I d �l6 W Q Oaa'm as x a a a. a0Z a Q 1 == �Z C 2 ��Ncc I 9i I II Q ^ .� _-17D'=y 3 }_ W o !L o I Q 1 - v i a �: O&a : � a . - : : • a,--V: W 1 =< 0� 3 = m� a► Iil `� � i0 U t0 In M W of I N �'�Q' F - M N 7 a a - co Q r a 7 a ,n-f H '! N F Al t I 1 �: F•L.94.35 �.- i I . ; I � - 11 �16 1 i (See Note d)4616 6 BCR _ I 1 11 N �13 227-241-13 1 ti I 1 227-242-20 227-242 -19 I 1 227-243- 11 227- 243-10 1 - MI6 STA 0+75 to STA 2 +00 (6632 ASH AVE) N I °� 1 II aD (13230 CATALA T) (6632 PEAR AVE) N - t+it � 1$ ; a ti 1n (13272 CATALPA S 03284 CATALPA ST) 1) °: o STA 6+50 to STA 6 +75 r+ cq C\1 rn N M M v i J co I O 1 x (n + _ I Ic I rn + 9 M .x F.L. 92.38 °' M (A m °' f X x 9 FIs 8 1 9 I 4 WALK SOUTH NORTH 0 �0 9 J � �I J ,ry 4 a ° C R -� 0 � + 1 w U J N o -1 M y 4 F L. 90.71 I � R/W 40 3 4 U I LL 1 I ---: m + ; I �1 5 w 0 -� N 1 1 W W m 4 + 3 + 3 LL' WATER VALVE 9 ti U W= 12 ° LL: _ _ w=14 ECR 0+52 --� 12' 18' 18' 12' W= 16, r m U W=1 - X - 3 W 24. X= 3' 18 18 2 9 41 m X= 3 U. yF.•.► :.: . 2 c. - "CY � 'I .; 2 Gas line ., . . 2 Gas fine . - : t I ..'. ._.-A-1;2 - I "' - CATALPA STREET \\ I . •.� 17 _ _ \\ \�� *_ 13 \4L�s -- 6 _ 1% 0I I ;r 18 �Y 10 15 13 - r5% 18 (See 0 � . �'�;• _�_.;�� _�._ � ,, .. .. o , .,, , — - - - --- - - �' Note c) a �. ,, •,, t- .,.:,�`� <-' '''=' ° O 1 I (See 1 `.�. �—existing pavement \-f - ••-� -- - - g 1 0 Note 1. 4 11 4 10 y I I 4 11 II 9 -M 5 11 FIRE HYDRANT c) STA 2+00 to STA 6 +50 9 9 � I I �, 9 4 ;� 9 I 6 9 4 � 4 F.L.89.51 <�, , w=1of s, "11 W= 1s �, x w= 12 O X w= 1s' x BCR 0+52 IO "EDS 9 X= 3 x M x W= 14 x r 13 c I 9 (See Notes a & d) X= 3 ro or o X = 3 W= 14 v o+ - 1 4' WALK ,616 n W a x= 3 Is .n _ X= 3 N 8 r I Co Scale: Horiz. I = 10 r, O r, + X 3 '= 3 3 �} ; ; N ; +_ 3 I N 1 1 0 0 T. I.= 5 Vert. I 2' I I1 16 add note 17 Caltrans metal beam 227-244-09 227-244-10 227-244-11 227-244- 12 227-244-13 227-244 -19 227- 244-20 227-244-16 227-244-17 I I -J 02 guard railing , tc 9 /12/88 /�i r -,-2, ( � w west end of Catalpa Street - (13205 CATALPA ST) (13215 CATALPA ST) (13225 CATALPA ST) 03235 JATALPA ST) (13245 CATALPA STJ (13255 CATALPA ST) (13265 CATALPA ST) W(13275CATALA ST) (6656 EAST AVE) DESCRIPTION OF REVISION DATII� CITY J APPROVED N Ir > Y W W W W Z W Q Mi W ay~j 3 n W Zr W W W Qt .9 ~ aa! Waf W - - LL� f >< mN x J W 31VWX W a 'XW a x _ 0; 0 o W W i CITY OF RANCHO CUCAMONGA CURB RETURN DATA of ° � JIY m J = =mZ0 W4) ir m 3 15 M6 3 " a M at °` � Q W] W J WWQW � -I W Q a4y�MJa > > W J ~ } } Z � ~ ~ ~ of PLAN AND PROFILE 1ft 4 z W a s oa 3 a m - rnt W>'xa- >- a m a < a O a a -0& iv * W = W m a s � 3 : W 3 W 3 a -J-0 - 4 N rn a 3 I- 3 : a c� in a 3 M in N � ao I- 3 3 Curb Q R T LC 11 10 • OI 90°01'34" 20' 20.01' 31.43' �c[SSin CATALPA S I. R QI Q��y MI;P2,-,-i Q2 89° 58'26" 20' 19.99' 31.41' Note a) Vertical distance between Proposed c) A 4" PVC pipe shall be installed tole �� t? and Existing A.C. pavement (X- Section) is permit drainage where the existing PLAN LEGEND it Nf: 36937 I , PPKI�VED BY: DATE: � Z d'W exaggerated. In some instances, ground is below the proposed top '\* ExP:e-30-92 ',F i �TY ENGINEER RC.E NO. 14942 the Existing pavement elevation of curb. Refer to Section 10.17 of s at the edge of gutter is higher Special Provisions. REMOVE, GRADE a PAVE • �q�! �f CA1 Ev` ? DESIGN PLAN PREPARED BY: RECOMMENDED than the Proposed pavement elevation. 0 d) Side slopes vary between STA 3+50 and 7 CITY OF RANCHO CUCAMONGA " I . 16 REVISIONS Q gutter FL. data added. 12/7/88 f'7C ' b) Proposed drive approaches are to TA 0 +35, 17 �� • �• DRAWN 9320 BASELINE ROAD SHEET q p g 7(x -7 QI change in diameter from 2 PVC to 4 PVC. 9/12/8 RANCHO CUCAMONGA, CA 91730 8 of 10 join existing driveways at Right O1s proposed grades, various 'elev.'s slopes changed. II/28/8 .�'�'� of way. CHECKED .. �--• #9' R.C.E. No 36937 DRAWING N0. L14 curb return data changed or added. 10/28/88 X',1'.- A13 changed thickness of A.C. from 0.17 to 0.33. 110/27/88 /yj4;,,, 1* DATE FILE NO 1257 _.. .. r,. - ,. . , . ,. "". ; _ . . ._. ... .. ,_ I e �. ,. 1111... . . . __.. . O . : . .. I"' D I .... .. > sa..-.;.. a _... .. ..., __-. ..., _ - -..... .., __ . ...., a,_, . 1.111.. : t 'j �..... ,...>11111111.. - - �,, -.. ... a..... .. , ,.. ' .e 1'- ,. ..,-..a... ,.. _.. . -. .... 1 �.,. .. . ,..,. .. . v.,. .., .. 1 N N N ....;.... �...:..,...- {,..,_ _, -- »1111_. ._ a ._ -,_1.._ a. . _.a.. ._ . . -, ,... 0 ` ' I ...a,_ .e.,_ ,�� e.._... , . _. .:<. 6... A /��+ Y `J/ .1 eco _ _ - - - - - -r - - - - - -- - - - - - - - - 0 o m W Uf 94.35 �.. .p 94.92£ g o - C AT A L PA� S T. -�--,- _. - I 1. a� p O = BCR 94.29, 1 ECR . 3 � _ � _._».� �.,.... ....,.---- �-1111.-....,...�_. . _ll-- 1111_ «..�.....,rr»,.,._.,. .. 4'�. -- . a O � O 94.!43 0+00 94.88 ? - ` o °° - - - - - - - - - - - - 93.83 94. �`.. 1 0 �, 4 _ - - _ - - - - �� -�- -��---:, 9 4,.56 �` ' .1 G!. 94.8 , . _ 94 _u.:. .0cn r , ` P1 - P1 _........_ . P�, -- - 94.18 ` 0 94.35 I" - L � 3 DIA HEDGE v 94.71 q 94.87? �� ; NW _. 1--> _ .. . .,-1111-.. .,_.. . - \ r JUNIPER BUSH (w N 1 �.� a) 'N 6' DIA HEDGE 95.06 94.8 _ 96.32 p �- �1 tr c� 1v i� a'Ac oC. WALK BVC 0+50 94.85 BVC 0 +5Q ft71 ,.._.:. ..< BVC 0-£-50, 1 95.02: o \1 n D �� ECR 0+38 .., o BCR 0+'�8 .. I D N r�' N -� �, ; 7 DIA HEDGE �' . r N - S 1 _ i�� PALM D N _ r , < W .. ` \� \ i (n 0 O I C-�7 m 6 DIA HEDGE r.. .. _„ _. �. w 14' TREE ✓E ~' v WATER METERS 98.15 \ o _., �, < , 96.22 .,. 96.70: ._. .•'..._ WATERMETERS - e .,_....,a. ....-._.,._........r~.........,. . ,.»,.,._m,,.e„ .11,11.._ 1:111 ,' _ 3"TREE � }' - x ig TWO JUNIPERS . Pi 1+00 � P1 1+00 mm P1 1+00 .� ' i D 3"TREE N u 11 2 TREE _. .. N „ 00 On O N _ 1+20 N w ro v>t N _,> :,.> ..e.. . , _., _ ,,.a . , . .__. ..,....._. . . `\' y . wy - _ _ . 1 W=16,X=3' .. (0 A ' I MAILBOX > N R� �.1 M y....,_. ,,_ ,_ - __,.. , . a.. <,_. ,a._ d _ 3 TREE Q� i JUNIPER BUSH N �_..... . . D 1 x * (� I .. 1+52 s 1 97.68 97.68 98.32: , -o < N w vs EVC I+50 EVC 1+50 EVC 1+50 ri . . .. 12 PINE - ro mMAILBOX ,__.._,_ 11,..1.1 :1111,.. �'-..- , be._ 11._1.1.-.___.. > , _--... .__. . ., . .. , ^ > - . _. _ _111 1. ._, .a_ 2' YUCCA {jl Z, D �. 0... MAILBOX �' O N I+83 1+as N ` C • rn N G7 F-a y W-10,x-3 - y a D MAILBOX D 1 N ro 1 ♦ ' _ ._. _.� _ .. _._ a.. - 1111 _ N ;, s D N -1111._ _..._ . ... ,. Z !t 36"PALM O \ o,.w... (7� I _ < N I > D 1 a 1 .--'l ; .. <. _ ..,... :... .. .__,.-;'-l.... rn -i �J._ .. . �_..., , N (n m 36 PALM 0 ; _, , _. . _ _. ., . _,. _ e._ e,_. _ ._»_-., 1111_. . WATER rETER N _ -!" WATER METERS p -� a.... __:... .,. _. a. .: x.... .. : . _.. i JUNIPER MEA 8MALL TREE G7 O .1._11.1 . .... 8"TREE �, N SV`C 101. :, . 101.83 _ . _. Vl ; � 2+53 p ..._ _-, b Q,. BVC IOf 19 , 4� ,� BVC N : :' (A y 2+61 ' " }� W-16,X=3'� N 2+ 2+50 50 �, y o .. 5 1111 _ -_.a i'h 0 2+ YA ILBOX t W= IS',X=3' A 1 MAILBOX _.;-1 .- �W-. \ ., _11- .,.- 1_._, . ;-.. Two OLEAMOERi� (Tl D N 2"PINE U>t 6•. TREE '' X 8"TREE (n N u 11 _ € = 1 x t0 C 1 O _ D WATER METER D N 11 11 wM < ..� \\ E _ _ _ w P I 102.74 PI 103.04 t PI 103.38 10 TREE < W w n, �, R1 m 0 �..»�,� ---..- q.,..,.».M....�....-..».... .... _.._,M... .t. _,a_,1111 m - -� + ` f �, ; v Li C 3' w000 FEN - i h Ls#k 00 �_ .,a r• 0.., .... .. `i .a .. 1111 : .. _ , :, I 3+Od \ 3+00 1 3+00 WATER METEI{ x - CONC.3LA8 ; NN OD i,._ .,._ - � 1111__ . .. .....- . y...,,,., \� ,, ,.. ., ,E PIPE OUTI,.ET" N u n ry 3+28.5 (r N - -4 wOf c� =16' - 3' OD _1111. . , ,. „_. . ., �\ i W X- , 1 0 N 1 W ». £ y N 1 N BRICK WALK \ EVC ..!(?4.02= �\ _ :. .V :.1.0.4. 3 QVC 10�4.fi6? 1 3 = 1 3+58 -t-Y; I I D o \ +5 0 1 .. , .. 11-n.... ...<.,.......,,.a....... -.1111 ... ._..... ......_a... F..,. .. 3 � 3-x-50 +50 M AILBOX < N W=16',X=3 ( I < 0 CONC. STRIP >, 1111 . \ ` ... a... _.. . 1, _.. .... 6 TREE m --- m ... _ ._ ..., . .>..,,.•-- - _ ... . , - ._ -11.. 11_. •; . .� Two ROSE BUiHEf p... 1111. ., . _ \ . _ . -- :.. 1 . . 6' WALL - WATER METERS :.:,,. ._a:: a...,. � ::1.;..111,__ :1111 . �.. 1;111 \ ».- ;.. •� _...,f MAIC80X N 3+90 ...... �N CONC. SLAB - 11.11... -1111. 1111. \ . _ . ,.. •'4 W-16,X:3 ..:• : : _ x K `�_` - .e.,, _.--' _ 1.111,.._ -., . :....... . M 1111._ R1.. . \ . Z 0 . . W=16,X=3' D 1 + \ ; u M � D D � N MAILBOX O . ,._._ '��.___. _ _1111. .. 4......_. _.,.._ .._ :..... 8"TREE (n N -, D O �. \, 3 , : cD = �, (n 4b 12 . N ' ;�� _ 12" PALM 11.11 _ , O . - _. . _.. . , __„ , • .. � - '�... ,., . . . t!►�.« Q � D 1 D THREE JUNIPER BUSHES o < 0 a. WATER METER < N ti;.`• 14" PALM 1it..__...... �\ ,. m _ .► •+ o < S"TREE -- � �� m 6"PALM �. , O A . _1111. ... fes.. �- � D � o T ? -+ a x 7 exp .. 0 1\, { r' O Q O a X o A `� __. _ ._ _ _ - e.. 1111_ _ . T3 O rt 4O - I n �• C1 .. . -'i a -. c N cD m 'o m o O N X ! 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Proi o ; IDENTICAL I AL on curb + NcF POINTS Q OGRADE $ROPOSED 1.44 ' <GUTTER a i?m10I iF.L. p _ 10'00.40 Id/O mo 4 f - - S ;. 17. cD O t h t N ,t- - , — M _. .... , . . O r _ _ _ 0 9� 3 M1 O E Cl) . o cv + �5 3 . t N `ted I { N + o o > 2• O + P R OPO SED GRADE N t rn > O + W V.C. O t < < < — x ... .. _. ..... Profit* a < e � _ (� QCO • # r I < : ti M tl' O tta I _ _, w.. ,, _ ` . — , J 3 IODo 103 ti 0 � 6 a cii 0Jr 58.25', i 8 M - V. C. V. C. , /�) i W � Vi V. VI � V 1.9 I / E h g o f l l e W {` . I g xrs 'n T. C 1r 101 L' �.�< � a: � is � � nD — 31.E f CO •' / „ - ter•• Q O ca co + O on curb - — ' ° i M �n CO K? 2.15 % •-' _ -- - 0.33 /o C\1 C\I ERF PROPOSED SOUTH T.C. GRADE(y) o) a) o) • oI +v + M W } • , FIs • ti I mo i i n , ExfiStiTQ T.C.T C WGF� rn31'42 g 3 — on curb 0.75°!e _ -� LO `--Existing T. C. Prof tto `co C6 9I Ibo vC. PROPOSED EAST !PR0F1.L M o o T • � — Obi 7 O y r GUTTER/� F.L. 0 0.99 % . s T.C. GRADE Scale= Horiz. 1" = 40' . > ao W ' :a� — rt. I" 4' • e � r { m W • a j ._. , 1 .45' on i I on cur , < i 0+00 1 +00 2 +00 3+00 4+00 b;+00 0+00 � ,p 1+00 2 +00 3 +00 x 9 an OW z II W N II W = �t OD W 9L wftS� W O 30' 30' it W J Cr W a a a a < W W 30' 30' o m ± o W 05 W d W < at J S0 000 u u a O W W W W m Z W p i J Z z W W O U WW O W F- 5 m O W J K} > » u u J o 2 0 Z u Kp W n Z W I tp z49 0 M. f IL I Z W F- W » a Z m 7 aC W O K — F I O 0 M. U) O aC m Z z m OC Z aC V m a W Y a Y aD Z y� aD H m ar m W d ?=40' 11 W ~ m r- - o a=' a � � 3 �o - - _ - - W-� U.# JM = ~ '�' � - SCALE X SCALE 1"=40' 01 rii a O i W 3 a_Se W d qD 0 W 3; �+ N 1° o M N at Z a a N a x ri a - x a sF an I , n 1 I U.� 3 ih� �„� N � OD � 3 - a I� ; - - I M � � - - 1 227 243 17 X + 227 243 16 (6575 PEAR AVE) 3 2 - (13256 PEAR T.) I I (6632 PEAR AVE) (6624 PEAR AVE) (6612 PEAR AVE) (6594 PEAR AVE) (6582 PEAR AVE) (6574 PEAR AVE) (6562 PEAR AVE) 1 W , 9 I t 3 9� 4 w=16, CURB RETURN DATA al4 _ � I ` 1 W-12' 4 - X = 3 w 227-242- 19 227-242- 18 227-242- 17 227-242- 16 227-242- 15 227-242- 14 227 -242-13 x= 1 I ,° M M M Curb Q R T LC 0+► I I Gns I. , r I 1 ' 9 11 11 11 11 11 X 1 \ Q < r`,aa „ x 9 x x 9 x 1 n W _ I w= 12,4 + 3 '= 3w 4 1 + 3 + 4 1 + + 4 9 , Q 90°01 34" 20' 20.01 ' 31. 43 > I PEAR C T� X = 3 0 + W= 121 N N W=12, 3 M 3 W= 12 ; 1 I I IS X= 3 r. X= 3 X= 3' II / :'r• •! �' I :.; •1 ;, II ��, r., a�� j.;?- -- .. I . `y'' .) �,� 02 89°5826 20' 19.99' 31.41 ' 1 ,-; ' • (i t I (//fir 1 •-11�S;:j' ;� ,.,r, ., . . y' ./ �.��; • 10 •�•.` `� � .• - 1 1 r/A■ I IS 11 P E A R A V E N U E 11 ;. Q 3705 110 57 19.54 37.66 :;;`;.,I I I w= 12' 9 / Q13 <1 Q I _ _ `q, I Q I 1 X= 3' I / 4 W=16' W I 1 17 ® 255°42'20" 38' 169.59' ,. 1 W i ( N My 9 x = 3' 1 ---1 -- - - �� - - - - .n -- ;, -----�._ _ - j ;., Iaf; 1 227-243 - 14 - -X_ -243- gutter /88 . _ 2"Gas line _` JVJJ � �� 1 + 3 227 15 �,� F L data added 1217 7(x -�� r, ;;• 5 ,,; 1 (13271 PEAR CT-) + ; (13285 Proposed grades, various elev.'s 1 3 - w 0►s 11/28/88 I � I ;, 4 9 -M I 9 1 N , 0 � 9 I � W 8r slo es than ed. •' --�'� I I - > 4 Is M 4 I I W= 24 - X X Wt 12 1 1 CO x n X _ I J W Pear Ct r 1 M 1 �' ' X= 3' N ,In� t0 N a X= .3 6 O ti I of r M + N p 0 O X _ I J PLAN LEGEND "� 1 ;� ro W W 3 Proposed grade changed 10/31/88 �• 1 ~ N n a N �13 ►� M I m M n M J W W cc X J W W W Vol x Z Q curb return data changed I p ; 3 3 rn m I J + I O, m rn a z U • m z la 10/28/88 ,Y2' ♦ — ; 3 F- C W W C m a: I z 0z W a z 0: a>: _J = r added. I - - M 1 -� v -� J U J rm ± a 0 3 � a '- 1005 U. 0 changed thickness of A.C. I m LC W U m � W REMOVE A.C., GRADE o _ s; at " g 10/27/88 xX I I I an 13 PAVE. 12 18 18 12 IL M a1. at o J � 13 from ' 1 227-243- 11 227-243-12 227-243-13 227-243- 14 , ' 227-243-17 227-243- 18 1 ,� ,� 1 I (13271 PEAR CT) 18 le ' �a��A.: ��a� aI change in diameter from 2 PVC to 4 PVC. 9/12 /88 (13272 CATALPA ST)** (6623 PEAR AVE) (6613 PEAR AVE) a< W (6575 PEAR AVE) .� (6565 PEAR AVE) m II Q` y 1. W W w w w 251 2s' W a>r r SEE LEFT DRAWING �.J , a W W W Z = W , s �� s L.add note 7, Caltrans metal beam guard railing, to 9/12/88 12` le, 18` 12 > J � � W W W -ice vs - � � 7V northPear Z px J JX Z fL d Z x J W X Z ,Z < J No 3633 CITY W } W aao n O 3m W W V C7 O p W a Z 07L 29; a.a z12 G• O) EXPe-30-92 DESCRIPTION OF REVISION DATE APPROVED W a a q a a 43* a0 z PEAK COURT V _ OL a 3= o 9 ip m o _ o a d F .Refer to Sheet e � � � � �� 3 3� � (continued at ri ht� 3 � _ � CITY OF RANCHO CUCAMONGA for Catalpa Street - Improvement plans II TYPICAL CROSS SECTION PLAN AND PROFILE TYPICAL CROSS SECTIONS NORTH SOUTH WEST EAST Note a) Vertical distance between Proposed R/W 12` 18' 18` 12' R/W PEAR AVENUE R/W R/Wy WEST EAST and Existing A.C. pavement (X- Section) is 12' 18` 18` 12` R W 12' 18` 18` 12 ' R/W exaggerated. In some instances, the Existing pavement elevation 6 PEAR COURT existing (See Note c) at the edge of gutter is higher 12 12 12 pavement 12 r I % 2 ,_ — P,��2OVED BY: DATE: 12 a than the Proposed pavement elevation. � � 8 Zz B8 P 9 6 ars _ 13 1 b) Proposed drive approaches are to — — — — - — — CITY ENGINEER,` RC.E N0. 14942 % ,5 % .. _ join existing driveways dt Right 1 I' ', �existinq pavement �:a 18 (See Note c) DESIGN PLAN PREPARED BY: RECOMMENDED — — — — — — _ of Way. ,1 1 /I� CITY I s32oF RANCHO CUCAMONGA :r.,. Scale: Horiz. I - IO BASELINE ROAD existing pavement a,C) A 4 PVC pipe shall be installed to permit u DRAWN RANCHO CUCAMONGA,CA 91730 SHEET 9 OF I 9 ( drainage where the existing ground is 9 Vert. I = 2 � 10 10 Scale: Horiz. I '= 10' below the proposed top of curb. Refer to T.I. = 5 CHECKED DRAWING No. STA I +50 to STA 2-� 25 I STA 2+25 to STA 5 +00 9 Vert. ( = 2 T.I= S STA 0+50 to STA I +50 (See Notes a a d) Q16 Section 10.17 of Special Provisions. (See Notes a e d) Lne �� R.C.E.No 369371257 d) From STAO+21 to STA 1+50 the side slopes var . DATE FILE NO