Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
1140
GENERAL NOTES W'LY. R/W E'LY. R/W 1. All work shall be done in accordance with these plans, the City of Rancho 42' 33' BEECHw0o0 DR. Cucamonga. Standards and the Standard Specifications for Public Works Construction, current edition. The contractor shall be responsible for 20: adherance to these standards and specifications. �e„ SAWCUT 8 REMOVE EXIST. 22 II 2. All pipelines or substructures of any kind and telephone or power poles, 11 A.C. BERM water meters, valves, fire hydrants, etc., shown or not shown on these ; � � 10' ; T JENNET plans within the right-of-way limits, or in adjacent areas where iir>- anent o•�o "�'" ST. work is to be done shall be removed or relocated as required at no cost to the .City of Rancho Cucamonga. 2% v o/17•M;/f� _ S HT. NO. 7—COMMUNITY EQUESTRIAN TRAIL G 3. Any contractor performing work on this project shall familiarize himself VARIES THOROUGHBRED __ ST. RFD with the site and shall be solely responsible for any damage to existing .kms Lo.��x.4 2 {N _ — � ST. facilities resulting directly or indirectly from his operation, whether P�� s� Q This - �1 i GARDENIA AVE: ROSEBUD ST. or not such facilities are shown on these plans. I CoL�P�n/�C EXIST. IMPROVEMENTS 34 41 47 4. A permit shall be obtained from the City of Rancho Cucamonga Engineering ®VAK1ArbLE MIN. OY)A.C. OVERLAY 33 35 40 42 Department prior to any encroaclrent or construction within City of TYPICAL SECTION 0 Rancho Cucamanga easement or right-of--way . ' ROSEBUD ST. 5. All grade stakes shall be set by the contractor or engineer. Paving SAPPHIRE STREET cc BANYAN ST stakes shall be set at all hinge points, edge of pavement points within T.I.-6.0 R 9 ~ 0.01 foot of sub-grade elevation and at not more than 50 foot intervals. STA. 0+00 TO 1+50 ~ z 46 Additional paving stakes may be required by City Engineer as needed at STA.3+50 TO 4+98 VICINITY MAP E warped or vertical curve areas. 32 36 39 43 . 6. All sewer, water, electric, gas,phone or other utility laterals, mains, R/W R/W W . O L3 O w U or crossings shall be constructed prior to paving. 30, i 0, a F- Z -x Z W 7. Compaction tests of enbankment construction, trench backfill, compacting a W. W original ground and all sub-grades shall be performed at no cost to the 12' 18' 12' 0 =c 38 W = S 45 LLI F_City of Rancho Cucamonga. A written report with these compaction tests 31 W 37 � 44 X F- shall be submitted to the City Engineer for approval prior to the placement 5.35' 5.35' I ` W X: 48 1 STREET �.��-ST of base materials and/or surfacing. i JENNET - - N 8. At the completion of paving, a materials report shall be submitted to the City Engineer listing all tests or determinations corr>pleted to verify u4PER FT LEVEL Ol� LINE ' 4� _` SHT. N stability oil content and gradation of asphalt paving. 4 N 9. Prior to installation of any paving, a materials report shall be submitted ;; : , ;,,• ' to the City Engineer listing all tests or determinations completed to 2 5� verJfy: R-value, sieve analysis, and sand equivalent of aggregrate base. 2 10. When improvements are to be placed on native soil which consists of rocky TYPICAL SECTION 30 29 28 27 26 25 24 23 22 21 49 material, the sub-grade shall be prepared by removing all rocks which pro- ,� I trude. above the sub-grade, and all voids or depressions shall be filled FOX COURT J with a fine grained material of a quality better than the native material. DREXEL COURT 20 11. If the asphalt concrete is to be placed an sub-grade, a soils sterilant EXETER COURT „� LOCAL EQUESTRIAN TRAIL I registered by the E.P.A. for use under A.C. and P.C.C. shall be uniformly JENNET STREET —� Q _ applied at the manufacturer's recommended rate for the full pavement width RIDGEWAY ROAD LOCAL EQUESTRIAN TRAIL prior to paving. THOROUGHBRED STREET 12. Estimate of quantities is provided by the engineer only for the convenience T.I.=5.0 R=69 16 18 of the developer. The contractor shall make his own determination of construction. quantities before submitting a bid. Any item of work required 51 52 53 54 55 56 57 W by these plans which is not specifically listed in the estimate of quantities ISg`� 50 Cr shall be considered as included in the other items of work. F_ 13. Street signs per City of Rancho Cucamonga Standard Numbers 401 and 402 17 19 shall be constructed at each intersection. 14. City approval of plans does not relieve the developer from responsibility 15 J 111. --� for the correction of error and omission discovered during construction. , THORO_ UG BRE -� RED N0. STREET , - Z Upon request the required plan revisions shall be promptly submitted to �//y�w t� ��'�� SNT NO TNOROUGNB f_ —� 2 the City Engineer for approval. .�,z' 33' SHT 15. Work site and exterior streets shall be in a neat, clean, hazard free, , orderly state throughout construction. Site shall be cleaned upon request of the inspector. 16. Contact all utility corr>panies, as required, W 48 hours prior to excavation. o • � , 17. The final or surface layer of asphaltic concrete roadway pavement shall not �� o� 14 13 12 11 10 9 0 T 6 5 4 3 2 I = • be placed until all,utilities and utility laterals within the roadway have I � a P�;�► ICL _ been completed; all on-site improvements, including all grading have been d. ,2_�_ ' Q completed; and all unacceptable parkway and roadway improvements are removedto mor• r and replaced to the satisfaction of the Citta Engineer. — 1111 18. Paving shall be performed in accordance with R-value and pavement tests '2 - I. t taken to determine structural sections. Al �'p,/� j�e ¢ LOCAL EQUESTRIAN TRAIL Ai-cc� Yori�S/G�iY1i�. O l0 J A•C OvGr�y O SECTION- SA C TYPI CAL ETI_ON_ SAPPHIRE STREET T.I.=6.0 R=69 STA. 1+50 TO 3+50 KEY M A P f INDEX STREET,STORM DRAIN,STRIPING, EQUESTRIAN TRAILS______SHEETS I THRU 7 LANDSCAPE /IRRIGATION PLAN ____SHEETS THRU F 34£57 r 9130187 CMS. lgTE OF CONSTRUCTION NOTES 8 QUANTITY ESTIMATE THE QUANTITIES SHOWN HEREON ARE APPROXIMATE AND ARE TO BE USED FOR BOND AND PERMIT PURPOSES ONLY. THEY SHALL NOT BE USED IN ANY WAY FOR BIDDING, LOAN, OR MATERIAL ORDERING PURPOSES. IT SHALL BE THE RESPONSIBLITY OF THE CONTRACTOR DESCRIPTION OF REVISION DATE APPR. TO PROVIDE FOR HIS OWN QUANTITIES FOR BIDDING AND CONSTRUCTION PURPOSES, CITY OF RANCHO CUCAMONGA I�— CONST, 3" A.C. OVER 4" A.B. (SEE GENERAL NOTE 17) CONST. CONC. ENCASEMENT PER DETAIL ON SHT. 3 44 G.F. TITLE SHEET 22 CONST. 8" CURB 8 24" GUTTER PER CITY STD. DWG. N0, 303 — B,o,2,Z 4•f STREET IMPROVEMENT PLANS 3a-- CONST. A.C. BERM PER,CITY STD. DWG. N0. 313 /30 •C•F TRACT N 10349 4D— CONST. VARIABLE (0,10 MIN) THICKNESS AC OVERLAY 9,Oao s F. 55 CONST. SPANDREL AND CROSS-GUTTER PER CITY STD. DWG, N0, 308 ¢o a•f 6CONST. RESIDENTIAL DRIVE APPROACH PER CITY STD. DWG. N0. 305 (w=z4' <��3l wspa" ,2x,5,20 �f THESE IMPROVEMENT PLANS HAVE BEEN PREPARED 7 INSTALL STREET NAME SIGN PER CITY STD. DWG, NO. 401 8 Eo WITH THE INTENT THAT THE FIRM OF ANACAL ENGIN- 8 �— INSTALL STOP SIGN PER CITY STD. DWG. NO. 402, PAINT 'STOP'S STOP BAR 3 EERING COMPANY WILL BE PERFORMING THE CONSTRUC- NOTICE TO OONTRACMR: APPROVED BY DATE TION STAKING FOR THE COMPLETE PROJECT. IF. HOW- _ 1; 7 EVER. ANOTHER ENGINEERING AND/OR SURVEYING FIRM Contractor agrees that he shall assume sole and complete responsibility for job. CITY ENGINEER R.C.E. N6.�2.9 9� INSTALL STREET LIGHT - 5800 H.P.S,V, LUMEN (BY OTHERS) -�3 SHOULD BE EMPLOYED TO USE THESE PLANS FOR THE site conditions during the course of construction of the Project, including safety r DESIGN RECOMMEN ED PURPOSE OF CONSTRUCTION STAKING. NOTICE IS HERE- of all persons and property; that this requirement shall apply continuously and \ �/ ANAL ENGINEERING CO. PSA ?�9�a7 10 CONST. UNDER SIDEWALK DRAIN PER CITY STD. DWG, NO. 507_ ,� BY GIVEN THAT THE FIRM OF ANACAL ENGINEERING not be limited to normal working hours; and that the Contractor shall defend, in- P.O. BOX 3668 COMPANY WILL NOT ASSUME ANY RESPONSIBILITY FOR J I CONST. SPLIT RAIL FENCE F'ER CITY STD. DWG. N0, 1010 ( P a C ff NG 1 N Cad /�� L.F derrnify and hold the Owner and the Architect and the Engineer harmless from any _ DRAWN SHEET ERRORS OR OMISSIONS. IF ANY, WHICH MIGHT OCCUR r. ANAHEIM CALIF. 92803 12 CONST. CATCH BASIN #1 (W=4',V=2.33')PER CITY. STD. DWG. NO. 502 / �q AND WHICH COULD HAVE BEEN AVOIDED, CORRECTED and all liability, real or alleged, in connection with the performance of work on ,� �Q OR MITIGATED IF ANACAL ENGINEERING COMPANY HAD this Project, excepting for liability arising from the sole negligence of the Owner z , I 7 �� OF 13 CONST. LOCAL DEPRESION, CASE 'C', PER CITY STD. DWG. NO. 519 ! PERFORMED THE STAKING WORK, or the Architect and the Engineer. CHECKED 9•�°m `sem ' RC.E. No.34857 DR W NG N 14 CONST. CURB OUTLET FER CITY STD. DWG, NO. 506 2 6o, EXP. 9/30/87 5 CONST. 12" R.C.P. /3Q G•F _� DATE 4- b- 61 FILE No. L=4S- i' I . 1,x _ i , 11 j I 1 ! + I i I I P1.�62.�9 ! i + ' { I 1 ' I 1 1 I ! I i i 1 I 1 I t j , .11 Pl. 997 { ! I _ - ! _ 3 i t_ 1 . 1 1 r , - , , 1 1 1 . I I 1 i I # _ i t } 1 t\ f i { 1 I I i , 1 - 1 1 f I 1 ; 1 1 1 ; j , , * 1 { ' V 1• I j , ' I ' 1 ! ; i 1 I I t 1 f 1 1 I 1 t { 1 1 1 1 T 1 1 1 , t 1 I i i . . , - I i I 1 - i I , I S } - i i i 1 1 ! 2 { { 1 a i a j t S } 1 ; ? j 1 i }�y }��( �{� � �4 `y4 ; 1 - . id I ! ' i ' + I I ! , I ; -, o�I ; ; ; ' N�Y: T P} O 1.8 P O IL V a ; - I { I ] } a _ --�- -- : u� i : Q 1 a 4 -, 1 i i i 1 ! 1 l ( 1 i I - , J i i 1 J i j R 1 _ i j I 1 , .4 :-� ; ! 4 i r , I -, 1 � -� � + 1 , �� i ' � � 1 1 ` ) i �. t I �� I , 1 1 , 1 ', 1 I - 1 f 1 i t - I I i i I t i i i I i i S ' � VV '• I ! ; Q I - [ { t I - ; ; i { I I i i i i f ! i i ! _ , ! 3 i ( 1 i -1 .' , - ! I ' 1 -I _; ; - < I ; I i 1 - s I I f . 1. .a I -. - S 1 7 i f ---I _I _.� A. - - - I 1 _3 1J- .i 1 }. i .- A _ -; t { d- ! 1 i 4 j i { 1 4- # 1- i -I - �j I 4 -' I 1 - -i- . 1 i ! j L ! 1 .- [n _ ' I , 1 I I I i j 1 , t iJ{ i { 1 {{ i i + t ' ^ i i j 1 : 1 i i Y �{/�� t�� ; I '� 1 t I I i , 1 ! + ! i i { { 1 + ! f j ! j i - I i { ; ; h : -i j 1 ! , 1 '' } - 3- 11 1 I 1 i _ a ! I 1 a 11 i ! ! i I 1 I ! 1 + } I } ! J - - ' *,, I i i - 1 . + I . 1 V a a ;� 1 1 ! i 1 ! 1 I i I ; ! i NATURAL BUND � 1 ! N Z i a i 1 1 ; 1 1 i i + I I + N i i I i m 1 ! I N`0 y (� l ! 1 1 I 1 I i ; 1 I 1 a ! 1 1 ; ! ! ; 1 1 I 1 i 1 ! 1 i .� -- I ; i I .1 1 ^ 1 I i i 1'�[ �_ •� T �^ �' �y 2 1 i { 1 i , ! � 1 , 1 _ 1 � w� -� -I 1 1 �` V1 #0 1 1 i i i , I ; I t j i t _L L R 1` j i i �ti \ ! _ { i i ,,. 1\ -I 4 �' `�I. t ! t J 1 + J 1 ! 4 - a ! a 1- -i -1 1 i 1 ; 1It I - 1 1 i a 1 ..� 1 ! i -{ , 1� ` ; { i 1 1 I { I i , f ! + 1 ! O '-+ \ \ `)� i I �O i j I , 1 t i i j { i 1 t1 1 t � � ! i 1 { 1 t - - - ' I �� j ! I j i ,� 0 , , ; i !. 1 LY. OFA F ICUB PI`�O�ILE . - �- 1 I e,3 \ \ 1 tv i 1 ! ! 1 i ! � s(Y1 1 ; ; i 1 1 i ; ; i ! , , i , , j I { -- 1 - 1 a 1 1 ! I J 1 a ' # 1 1 - j S I I 1 4 { Ij4 -. ; �. .F 1 i 1 I j i .� 1 l I -� } I I I { 1 I 1 i 1 t lY G I 1 1 i I ; i 1 I ,� t i i �. I I i i , I - - - - - ---' - - - _ - - --- --- - - - - _ - - _ - __ - - - - - - -- - - Q� -- -� - 1-- -I - --1 1 J ,_ ._ f ! 1 I 1. d _J- - 1 1 J - j - - t i v\/ 2"L ; - + - - l 0. - e -+ -I a -I -. �_ 1 1- - --_� �- 1._ 1 _a 1 i-• 1 i 1 _ "� J- 1 -I _1 - 1- 1 -? i- !�' _.�. �r sa, t 8d 0 -�1 3 _1 j0� �` 1 I ! V 1 ' 1 i ! I 4 I - I 1 ! 4 j 1 1 ll� , i 1 ; 1 I 1 1 L 1 a 1 ! i I ►� h . ' N�fU�tAt G}R0O C3 oo I I ' 1 ! I , I i i m j I + i O'It/G I , 'Oc i i l t a i i -1 ! ! 1 . 1!1111111111111 11111111 1 �. 1 ; 1 1 i } i ! I 4 } i 1 } i i ! t a i i } I . . V� C} 4� �9 i I Pl.= 1 �i { N I _7 ; �` ! 1 ' i C NT RLiN I�R�FtL ' I i ; i : + � i PI neo i .:4 I I z E 1 -1 -� --{ i I _ t" j } - 1 1 � _ I - 1 S _I i i _ _ - - I a .{ ! i , i / a I 1 -�__ ./ 1 i 1 , S i I i� 1 o- 1 i i �+ i Z z i - j 1 ; I V- I I I I ! I I 1 , 1 j r. 1 i 1 a p c ao O I . i * URdt bROUND 2 1 ; a ? 1 14AT yr I R,CS' 2 ! 1 1 I ; h i ao ti1 i I I t�11 4 I ! i 1 -i O - -!. --.04 \ i { . ; I ! i ; ! ! 1 / I I 1 1 1 i 1 .1 4 1 J 1 1 i 1 - I ao 2 1 I i � I I - - ;_ I I .� Nh 4� R *, i I i M ��nn ; i i - ; r _ tV I 1I I Q �( \ 1 a. � H 1 ; ; I i 1 ! i I `h `f f ,? - i o ; O ul n O + tV i. 1 i i ; t ! i I i I , ! 1 i i �;`� 4 O x i O tip k h O I - i ! + i i { 1 ! 1 1 ; - '\ ti: ., Q � '`I i I 1 ! ; ; , � I i I I I ; i ! t 1 ! 1 I I ; i I 1 i d` i ! i Q } � 1 ; , ; . ; i 1 I 1 i ; i 4 ; - 11 , I 1 '36' v Q ! ; j i �- ! { • i t 1 7 r M 1 , I 1 ! 1 1 1 1 { , i + , i - _ -��� 1 + i -f � - - + i - - 3 I . i .. 1 I i i 1 } i L . . ! i 1 1 , 4 i t i f ; . . t > 4 , } 4 1 i N i J 1 1 i i ! , : , I , , _. _. _. __ _ -- - - -- -- - _ _ __ _ _. __a _ _ -- - - - -- _ _ _ _ _-_ _ --_ _ _ - __ _. "- _ _ - _ _ __ - � _ 1_ - - --1 __ i._ __ ; - - -I_ b _ � -- - , � .1 L J � i ! _1 1 _ _i. �... �_.!_. _1_ i �.._-� -�_ � +-- -- 1 -� -1 -1- - -b - -.1_--� -1 _i- _� 1_ 1 i 1 _ _ , : n4 i r} I 7� - . , I --� I fi ! 1 ENTRLIN I�ROFiLE ; ( v� i i �8Z.3 i 1- i i 1 "' i i i + i i i i i i ; ; i 3 '"f i 1 i j _ '� I Q� i + 1 I , i i , , 1 ! - 1 i ; I 1 ! 1 I 1 1 1 1 , 1- i ; 1 4 I , , I , t aL Gt�OUND ? I ,� ? , 1 I ; I i i , ' 1 - I i : , i I k P�=�.;9� v I I : 1 : Na U1 ; a a 1 a ; I ! ! s LY. ' 0 OF CUOB` E : 2' i , I I 1 1 I I r i - y�� I I i � � ''� 1 1 ~ i 1 ;- i i YY i [ , ; i 1 ; i i I I S 1 i I 1 { 1 1 I `C t� I i { `y i ; r i S i i44) 7 , i i - - 1 + I 'J i I o o- i 2 k 1 Y jj ; ; 1 / v �h tiJ ! k tfr� } N N ^ c,r I I 1 i I -d-�- ! 1 1 I ''�1 i Q .i ' 1 � I%� P} ? I , ; - 1 - i ;1.� 1 I 1 aa .� �l ,'\ 1 , 7 +� ♦ \l 1 i J 1 OJ It-tV i I I i i ; -6O�'/ r -- t< � i ! I ! 1 I .. ! 1p \ . . i { I i 16 i I I I 1 i i I I 1 1 i O j \ O J i ! 1 I - 0� v1 _ � ; 1 * i 1 { i I 4 ; I 1 i I i.` , I I . O I ! 1 I 1 I �-�.� (� . : �11 � ` ` Y - 1. , - _ I I I I 1 4 i i 1 1 I I , 1 I I 1 - v I } ep i i I 1 I 1 , 1 .I 1 I } t 1 I i O Q., {{ L I 4 i j 1 { ; I I ! i I , i i ; I 1 j : ' ; _ y- - . i 1 y �.i 1 i 1 S 1 I 1 i 1 1 1 ; i I I 1 i I + + S i l i I : 1 ! 1 , i I 1 ! i 1 . j - p_ 1 I I S i 1 1 1 { i + , I , ; , L � _i-w_ a6 JB _ _J- - -: _ _« �_ _--_I-- - r _ . '•- , -4 1, + 1 J 5 ? -1 1 -+ - L • - -+ -+ - + I- - i - � /� i 1 d I -L I � 1 � � a � I 1 I _ �0 i I 1 1 I 1- I ! 1lliiiii + 1 Q: ! I ; ! I I i I 1. I_ :- i ! 1 1 ; . I 1 1 ! 1 : , I I I Ct B E I ' � , I I t i '� 1 5 L , OF I i ; r i 1 I 1 � i 1 i I i I 1 i 1 ! i { $ : q i 1 I 1 1 i i _ i a I 1 I a I i 1 : I a B I i , I j ; I 1 : -. I ! 'r i I S ; 1 1 1 i : i 1 i I i i I I I ; i ! 1 i a i 1 1 1 ; 1 ; 1 I I i ! , ! 1 i ' i i - - i WUt�AL' GAOIJND '� i 1 a i , i i i 1 } i I i i i i ; 1 _ i : -K/ • i i 4 ; f �Y I ! , I 1 1 I i i I I i 1 1 , i .- - , , , s I i ; i I a . 1 . i i. I } : i I i i i i i-_- i 3 , i l 1 i I 1 i i i i -1 { i 1 ! } 1 , , I 1 I I ! ; I . i , , , i i 1 1 i 1 i I I - - : I i : . I I i { 1 I 1 { ; I ; i i I I i 1 j ! 1 j i I ; i I " 1 I ; ; , ! I ! i t i - J S i 1 4 ! I i 1 1 i 7 1 1 1 1 1 ; I ! 1 1 1 i i i ; - ; '1 ! i - i ; I f 1 ! I ! I ; I I { ! I S I i I i 4 a1 ! . } i i 4 ! 1 1 I J 1 1 } {1 1 1 I I i ; i I 1 I 1 i i I i ! 1 1 I 1 i [ 3 i 1 1 1 i i 1 I 1 i t 1 , S 1 i i ! I { I 1 I i f i r i , i f ! 1 , i i , I I 1 t k i 1 1 -, - { i - I , i - , - ; 1 ; I ! i . f { a I , ` { - , - - - - _ { 1 - {+ i - - - - - - - --. - - 1 ! I I 1 } I f I ! i i ; { ! { �. 1 -1 J 4 - / ." < 1 } ; -/ i , i } I i -i ' - I -� -1 i 4 . I I I I I , I i 1 d 1 a ! 1 f i i 1 i i i I i i i i 1 1 I i i SCALE: i i jj , , f , , I ; ! 1 I , I I 1 I ; 1 1 I , 1 1 1 4 d 1 + + ; f - 1 ` _ J _ I 1 1 I i I - , ; 1 . i , 1 t 1 i 1 1- i ! e + 4 I- a 4 i - I ' -+ + -f ! 1 1 a { -I- 1 , I -I I -I i t .I -1 1 -; i ♦ , _1 ] i 1 _ t 1 4 j I I 1 1 1 i i 1 .. } ? # j , 1 I I j I , ; 1 i i I i - 1 , , I i i I HORiZ: I _ 40 f ( I I 1 1 I i i I 1 1 1 I , : 1 1 I - I ; : I ; I a ; ; I I 1 I _ I I ! 1 i I I i . I I I 1 1 4 1 a 1 - ! i s I + 1 4 1 I 1 I I 4 I , 1 , I 1 -1 1 1 ! , 1 1 _� I]j I] . ' i . 1 ? VERT: I - 4 1 , 1 , I I 1 i i iA i I 1 I : , , . i i e { i , , 1 , 1 ' I --- _ .1. _. �- 1---- - -.t- _i__a _ _ 1 j J i 1 I t - _-. . _ ..._._l-_ .1. . .....-. -. . i- _. __ - '- I - 1.-_ 1 __._i _"�__ i .". _"1- 1 i 1 11 _ t _ -t t _.__._. __�__�_.. _. __ __ �- _ 1_ _ .a_ 1" _ "1__ _ l_ 0 1 -2 3 4 5 6 7 8 9 10 II 9 6 6 � 6 6 - + SF'p 6 6 SAPPHIRE ST. 1101le"�S,y�q} 9 V SEE SHT. N0. 6,� . a ',z. h /,• 3 r . p 9 ` 9to 1 �, 52 � \ 53 S4 hM 0 � h O � i 20 m a,U t . ' � � � . `U 55 56 �- 0 57 r v V 51 � `bre Nq 1, � � 5 ° Ali .� � '� a i� x G31 �' / s 0 5G oe p cn 17 � 50 ! iriO3.551 A d , \ ' •( % . o 8 f 130 � I g , ,� I �iao.�o �• �. 12. g . N L . T . 82�FL l 1 - I C�'� ---_.. _ - • 11, I. fl - -: .* � ". 11 , 0 = ?",' \85' N /0 Lei .00 . .. ro I 1 2 �. M N ---- -_ ,f_ _ - wU' � �49 �` I .' :47.96• I , �`' 1 0 �' . �' . W 0. � Ap + �Ole'S 0� � '� iJ �i•���� � i D f I -__--�.___ - I ice--- + '7� �j L ! +o I 10-\ \' a elfiP- �� 12 3 � 1' A l', I , , 1 yJ��I 9 a.�� H 2 �`1� ��p L.i00.25' L�87.07' ` if7a . ! �J � > ~+ Ql/ N� #�r'!Y ' + c J 1 L. B.i8' L 1 1 O �9 . ', Ik Fig F G ' 00.40' L-40.36' 50.85' 76.63' 13Ii- I / - -. , . b ---,""" .'�Ift 1 , h hv eF Ok C L�1.1?' 70.34' L.1 00.33' % �* 1i "' � p` I I L-97.22' 7 0 � 6 5 K Q 4 Q 12 'v `�y 3 V p 2 0 � I SEE SHT. NO. 6 V . 8 I*h 6 6 ? %1 fiv v SAPPHIRE ST. b,� i 1) pp `� G � till 0 11 % 10 p� 9 Q a IV � w 6 9 �; � x ` q ? � `�I muk -N e 6 d� I - � - . 6 CURVE DATA 6 - 6 � 6 6 N vi ° R L T THOROUGHBRED STREET A 71 47' 09" 27.00' 33.83' 19.54' SI/ � ESCR1PT]ONO F REViS10N DA APPR B 96. 09' 04" 27.00' 45.31' 30.07' _ _ - 9 It � CITY OF RANCHO CUC NGA C 35' 55' 36" 218.00' 136.69' 70.68' F� AMO D 45. 47' 35" 200.00' 159.85' 84.47' -SLE: (" = 40' PLAN 8 PROFILE E 30. 37' 14" 182.00' 97.27' 49.82' CONSTRUCTION NOTES 30/87 F 15. 59' 16" 1018.00'' 284.06' 142.96' 1 " THOROUGHBRED STREET G 15. 59, 161, 1000.00' 279.04' 140.43' I CONST. 3" A.C. OVER 4 A.B. (SEE GENERAL NOTE 17) H 15- 59, 161, 982.00' 274.02' 137.90' a- CONST. 8" CURB 8 24" GUTTER PER CITY STD. DWG. NO. 303 4F 220. 43' 18" 982.00' 355.15' 179.54' C>:-i-- TRACT NO. 10349 J 20. 43' 18" 1000.00' 361.66' 182.83' 4 - CONST. ACCESS RAMP PER CITY STD. DWG. N0. 310 APPROVED BY c DATE k K 20. 43' IB" 1018.00' 3x8.17' 18s�2' 66 CONST. RESIDENTIAL DRIVE APPROACH PER CITY STD. DWG. NO. 305 (W=24') 4 � L 8. 44' 27" 1018.00' 155.30' 77.80' 88 INSTALL STOP SIGN PER CITY STD. DWG. NO. 402,PAINT 'STOP' & STOP BAR CITY ENGINEERR.C.E. DESIGN RECOMMEN ED &:�m- INSTALL STREET LIGHT - 5800 LUMEN H.P.S.V. (BY OTHERS) M// ANACAL ENGINEERING CO. V4& '711-43/1.7 M 8. 44' 2?" 1000.00' 152.56' 76.43' � - J P.O. BOX 3668 BENCH MARK N 8. 44' 27" 982,00' 149.81' 75.05' &- CONST. UNDERSIDEWALK DRAIN PER CITY STD. DWG. NO 507 DRAWN ANAHEIM, CALIF. 92803 SHEET •16 2 OF 7 S. B. CO. B. M. N0. A243 0 90. 00' 00" 27.00' 42.41' �� CHIS. N IN N.E. CURB RETURN 11 f CHECKEDyi '�� `f R.C.E. No. 3485 DRAWING N 9. BANYAN ST. 8 CARNELIAN ST. ' {1' -r EXP. 9/30/87 ELEV. a 1726.36 . ;•'. - Al.y DATE �'-A� a 7 FILE No. 11;1,14 r F I .I I WLY• TOP OF CURB PROFILE r� I 3 49 !--0..47 4-38.77 / 40 V�.o . I I I . . 1 ; ' i ; 1 } ; ' + _ - NAA�URI�� G�tbUND ! + , , ; ; i , , , i , + 1 . , , j j # 1 1 ' j } } I 1 i 1 . 1- Z 1 + 1 ; f 1 a -, ; # i t i i 1: 1 1 } i I 1 # t 1 1 - i I I I 1 1 03 ! i 1 _ i 1 _ l J I i I ' p 1 1 • I 1 ! i , t ; + { 1 { , , I , I r ; { 1 f i 1 1 i 1 r 1 + ; I ! 1 i ; j i :ln 1 i i ! } 1 i ; + f i i , 1 >r 1 1 v , t , s . 3 I I } } i 1 : i i 1 1 1 E 1 i I i 1 1 _ _ 1 1 1 - 1 i I i i 7 1 i _ 1 i - - , P ; i > I � 1 i a I i ; I t 1 1 ; 1 ; : 1 i a 1 ; i : ; ; k• 1 I f`` ; ; ;ks { ; { ; ; i t t ; i ; t 1 i 1 (� f 1 1 . i } 1 1 f 1 - S 1 1: , a I i 1 S i i I r I . 1 1 } I 1 I 1 I .. J + 1 I i i d( S _ i 1 1 1 - 1 - 1 ; ' + i 1 ; i i i ; ; ; + I ; I ; i i i i 1 i ; i I i ; i 1 I "1 ''- _ {^ i - 1 , t { 1 f 1 I t 1 ! + t 1 1 f ! i 1 1 � - h `/ 4 I 1 i 1 ` , { 1 a 1 - 4 - - 1 i 1 I I 1 - i 1 3 - - 1 _1 i I- 1 1 i a j I # 1 # - i i i ; i i :� i i 1 ! 9, lk$� + I �o� - 1 - -� � I _ � , I 1 � i 1 i �\ '� rO �N 4, I I i i 1 1 1 1 I , , I 1 , , 1 ! -4 , 1 i 4 1 1 { I t.,t w , r - � � \ :G.� �f { 1 V + j , I I i ; ; ( fel !'•G i i i t { ' ! i i• i 11 + i I i ' 1 f 1v • 6 G: ♦ ; i , ! 1 I ; ' t 1 . : , • I 1 I t 1 ; 1 I i - 1 I l - e I l S } , 1 ; } i _1_ i - I , . I i.- 7 1 1 11 I I 1 ,� o ,� t # j ; 1 ! a ; i A � 4 ��c_Q,�• , j ; i I ' r ; 1 i I ; V ' 1 ; ; ; i i - I t i } ;- ' i I . i ' 1 � M �I (,� o / ; 1 t 1 ; j t { { ( 1 r 1 ; 1 ; j 1 1 O sZ i 1 i i : I i i ; J + } t 1 I 1 i I i 1 : 1 I t I -1 J - 1 1 i 1 i 1 ! fS4 N 1 1 S I i 1 { N`L�`. TO ' F' CURS fsRd�ILE i tl t �` �• ° fi # 1 i i i I p- . -3 i I �1 V. "- p i 1 , , 1 ( : 1 3 { I i 4 i - I. ti i i - _.t 1 1. 1 __# ... . 1 J I - J s 1 i i . : 1 - i i _# I ! I ! ; - - - I I I 1. -i a 1 1 _.1 41 -, I ' - 1 i 1 i ' i 4 1 - I - - # - . 1 1 i i i ; 1 ; , I vI 1 1 1 1 i S 1 i 1 1 1 - i 1 2 3 .- t - J : I - i - 1 1 1 I I ; ; 1 1 - 1 - i 1 1 I 1 14 i j I. _j -r J 1 1 t j 1 1 i i # �- 1 I 1 �A �yy�� CENTERt.IN� f�ROFi�E i ! i i } I 1 I 1 t 1 �' ; `' I If M V f i i i ' I 1 j # r I 1 I 1 - J I i i 0 1 1 , JATURdL �RdUNtS i i I i U i 1 j I i 1 1 N - I 1 , - 1 i: . 1 a - i ; 1 i i i 1 ' # , i ` F� ; - ; I est i� t 'r.L. 7 'g" DO -6. .b I I: 1 1 i I I 1 I 1 1 , - 1 , e : i r :, , . , 1 i i • 1 , r I • ! i i I I i i i to , {.. a 0 -�- GROUND V aN P. f- 83.46a v - t �� v idATURAL GRO ._ 1 I �j ! _ � �- .�csJ v � a i i v i i I 1 i . 1 to i i i' i ! . P!• - :D3.!2 > 1 i 1: i ! i I �' f • i 2 � - �i i I 1 + �01 i ; i ; i i 1 I i i ; b a i i �o w .� h i 1 ! i + : , , - - JJ I t I _ I i i i t t• i r i 1 i t _ 1 i i iA i I I . 1 1 , i 1 t I j i I i I S -I i i V` m ; i ; I v ! t i - 2 is i I ' I ; i I 1 I h - 1 t i i i } 1 \ t4 � �? f ti I 1 ? i ' i-t O ; t j �.- I f'/ D I.Zd V I i i v i i � t� ,. i 1 t: i 1 I i 1 , I 1 t I W i � , i (' ; o (�l 4 V 1 t i t I ; I , + i t { om 1 _, 1 1 ; ` i1I i ; t N I �Q I ; EJ ! i J i p O 1 1 1 1 S 1 i - i ; 1 1 . _I # ; j I p I �`l+ �t ��qq i i 1 0� 0 N r 'v_ i i 1 ; l3 i I i i N N L� n i C0 ? N i N U {k.t_ i ?!� i i 1 1 N ' m i 4 h N i ; I 1 i i I ; i 1 a i , L9 iIII 1 i i i 1 1 i 1 t J 1 1 i i 4� m ,* r ofi t �i 4 I 1 C1 F N I a. ctj ,�,O i + ' i I J 1 i I i i 1 1 F -, :�,�, 1 a� I � - - i ,� o O ° azf2 -o.�o� i_ 1 ! 11 1 , I 1 1 ; ; ; i e " i i i + - t ; i 1 ; ; . iA i 1 . t ! {y, i `1J �0 I � { i - ___i i i _ .4 _.j - . . !. -i t -; - i �_ ; I 1 I 1 I i . ; I J -INTERLINE PROFILE �r��J-�'. , i i _ 1 ; 1 �. V 1 I i 1 'v Q O.SO�: 1 1 i I �' 1 � b { O 1 •° i F I ; ; i 1 i 1 1 ; �' 1- I i + i } i 1 1 - 1 1 Q. .r 83. 32 i 1 i , 1 m � t I I f _ i , i i 1 0 1 4 :� i # i 1 I I i 9i j w o ; SLY, TOp OF CURS fRCSFILE r , , _ ; 1 v cc NATUR L GRbU�VD ✓�� . v i O �+,I� i i i I 11 . . : I , . , 1 ; i i l M - 1 1 , , �; I l to G 1 i 1 i i s i=0$•2 P/=0.5"01 rD i I 1 i I t 1 F f j -- -- - - - - a - - - - _ - - 1 - - { _._ _. . . 3 . ,� s�a . 1 , 1 O x �_ \ : . I I ! i ^ I M C •4 i I\ i t I , i ! i t i F i I I t ; i ; i 1 y1 QQ 1 4' Z e-t i } S ; 1 # 1 v S i i + f 1 1 1 1 } S ii ; - 1 i S 1 I I S J S f i 1 J i j i % { ti i i I i 1 I t i V , - m . i i a 1 Q •t- - h I } 1 /.a V 1 , I I o, 1 1 a 1 I 1 I 1 1 i : I i i /- O �t - i i ! I 1 � ❑ N '^' '.� V�9 1 i I �� i �o W m 0 ; 1 ; i i �- t v � ., i i _ ; I 1 , I ° . i I _ 'i• ; , 1 - -i 1 1 4f�5 1� i• ,(� kc'.,p. t i , r 4 Q 'O 19 t +h i" 1 w. ' Q- I + O f s0 h m l�, 0` Ul �' r + t �9 ' t� t5` 't tll O a0 i . 9 H I i tA Jttl r I N ."...L., t b . f` - . 't• cA op h �! 7- p 1 �r 4 - i o I -moi. 1 / I 1V 1 t .. y v \ ii 1- 1 �-- i , 4. - ; it Ifi 4 oEl i t` Li �. U C1• tl d1 0-.-J.00 , I V ni - r- 9I f ; /p� I i i ; + I I SLY. TOP OF / I i , - ii , i i 1 j 1 �,9✓� + `tit o� 44 + O 1 1 1 tv 1. -Ic.96 : /C r J,. , 1 V q tl• 1.. `,� (�7 0' ' ; : + 1 r i C. ! �• N `�1 O `•1 t +1�• 1 I i i I i ' ; I ; I i 1 i _ 1 I t 4 1 + 1 I J - i 1 I ; i i I 1 i 1 Gd' �f. G L=". C=9%3 'e J- i , NQ; v1 1 i i 1 1 ; b4 I V V ; ; i 1 i 1 ; ; I i 1 A� t , I . ; i i 1 1 1 - i i i 1 _ �f 1 1 I i 1 t ; i 1 1 I O 4) i ; I i # 1 V { ; , . : . + . , , I i , , i i . r I : i . , 1 .-__ - _.__ - ._._ _ - - _-- ._. -�_. _ -1,- __�- . _ _....__ _.. .._ __.1-. _.- _.L..... _ .. _ _ - ... - _ _... _. -._ - .. _. _ __ __ -. -. _I ___ _-�-_ .__1- _ �- -. . ; v l 1 - I l-t _� L -4 - - 190} -1 I---I �. 0 #- -I- _. .too -_ 1 ' 1 1 f 1 I 1 + 1 t i 1 ' 1 1 ; 1 t i I ; t 1 i i i , i 1 uaL u I ; , i ; 1 1 NAT R SRO Nb 1 i j-3 ; { _ 1 ; i i h i I I . . 1 1 'O 'V , 1 2 i ; i I ! i Q t i 1 i i t 1 � i , i 1 ; i 1 �T t , ; 1 1 � , � , } t 1 , I - . + I , i k 1_ �1 , � j 1 1 �1 dl . . I i I 1 i I I I O 1 1 I I i {{ i i C _ O I I i � 'O. I i I i i } � i � I O V i 0 4C n + 1 2 I i- 1 1 l I f 1 l I 1 ; 1 t` ! I _ 1 } ? , t J t , ;% I t 1 t 11 I .•p k !�j) 1 V I N O(� , i I V i i f 1 ' . i ; i ; ! I 1 ; O V t �• ; ry i e ; f i + I i 1 , t I ; i ; i i ! I i -1 --� i t , i .1- , ; 1 t 1 .�' 1 , -1 , t -1 - 1 4 i # t 1 1 1 7 -1 ; ; -� i i -! ; i - .1 .J. {{ th I ti 1 I i j 1 1 1 f t N O N # ; 1 j ; 1 1 , - t i i + i i I i i i ; " ; 1 I i i 1 i 1 I _ 1 I 1 1 ; ; 1 , S , , S I : I . ? ; : i i ! 1 1 ; 1 J ; ! I a i 1 i I 1 i 1 I I C t } � � N I I i I I {{ Q I 1. i I ! I j i I I 1 It j ; i 1 # i / l N RS }. i } i t t i I i i i ( J , M1 }. 1 1 i i 6� ! / i 1 + I 1 1 i I 1 1 , : . S 1 I I _ .1 l i . ; I ! I _ i i- �. as ,� i 1 1 I _.11 i i I a 1 1 1 i i 1 i , i ; I a 1 1 1 I . \ V i 1 I •1 i 1 1 1 I 1 1 I i t I V 1 1 ' t I 1 I ; i 1 t { ; , i , + 1 : : I 1 : I 1 1 : , 1. - 1 1 e , e + I , r : I + r , • 1 I 1 , I _ 1 I I 1 1 i - - 1 ; , ♦ # 1 t 1 i 1 l } \ 1 SCALE: 1 -t -{- 1 1 -; -i 1 i } i } ; 1• ; i 1 -1 1 1 i -1 ; , 4 i 1 ' i 1 { # { i , 1 # i i 1 p # ! t ! I i i i I ! t 1 1 : I � ! , : I : , \ , I 1 # 1 1 i i i I 1 i I ; ; 1 k i 1 i I �' 1 I I i l I HORIZ• !" = 40' I I I 1 1 11 i 1 i 1 { I -I I ; 1 ; 1 i } -1 : i 1 I 1 1 ; i ! I I i i 1 ; i I 1 ; , • 1 t , ; ; 1 J I 1 3 i I i . i i i i i i i i i I ; t ; I i i ! : }} 1 _ I {+ t : i ; I . i i I � ' 1 i , 1 1 ' VE • I" 4 j I 1 j }j I 4 1 - 3} t - 1 -! ftj -1--- f - 1 - -1 ; -t - , 1 I 1 -I i 1 ♦ -1 1 -I t i i RT. !. ) 1 1 l 1 -_i #- -! i 1 i -d + t e 1 1 -. S _1 3 ' 1 -1 1 } i , , 1 1 J + , -! i , I 1 . + 1 I 1 I I , I ' f t 1 I i ! I i i f i , I , I t t 1 r ' ; t 1 I ! : t + i . I __ --'- -�- 1 -i_ -1 1 ..1 -1 - _�_._ -1. i I ' ' i ' ' 1 l i ' I 1 -a ___1 j _.-_�_-- _ - _.--- --�__�� ------I---,- _---_-_I_-_ -_l . �_... -___- ____ __ .-__�____-# ___ - _ __ _1__ I - . _ ____,,_ _. 1_ _.�---1- _L,_l. -1 a-- --� _.i. _ __1 i 0 O I 2 , 3 4 5 6 7 8 0 I - ' No ,, , �. k�b.ti , 0 \ ��. � 6 - :: RID G,EWAY R N 0 ,� a �. D 0 � s3� A. G PENN .� . NO• _ o /� XIII 14 �,� SEE 1 /2 a u j �,� 2 K,_3 r f Gt-u la� f �1 ,/ � „ v Ill 1 (�r 18 ''� / �0 -V •r~ - -- ` f . 7y.114�� �� �(i X� 1� 2 (� H n G q _ op � ,� _ - - X94,3 PQ, e , a� 2 `b� 16 o� �� 21 7 ,� 9 � /� � �F 0 J l V) �+ �;� k� -tom r 4 ��� ^ �f ,�Xot I �p� ,t I S � � oh`°a ' �'I''�,'° 48 omc Encasevnenf ov 0 % D e X N •a �o mss- � � IG .'r. mss. 48.72• ` ZO.671 / $ I PC fa// - / . i , h°� �, A �, u ____ - . - _. - - -.------ ----- 4 1 f , �� 1}nrn.ItRgf� 3 ""58 � `/i J \. j G - �f + rN���on 1/1'4 "E. o, THOROUGHBRED STREET . 1J 4 -,• : '0 j l� FL o I 2 FL G 6 ej , \ 1 . 0l- �, - I H (t STORM DRAIN CURVE DATA r � / isi.�a� isi.00� . . in.ao1 L-32.001 -. F 2 Q`� �' d� =21°26'39" P �I � �P t,�(t R_171.00' V 4j _ `� 13 JCS L-64.00' 13 q7' W �� '� ( t� 1. �° 3 T-32.38' - 1% I � k %-S;-THOROUGHBRED1 - 17 3 18 V h I2 V .11 � ti ��' � 121 I8, r8 \ N , � IK `!u � 2O �o STREET � % k 11 �u � 49 - 6 0 2 'v� 6 6 � N ��j -� 5 E ssg v00 @ RIDGEWAY ROAD 9 -t C/' G \ \ , � ,_ - ' DESCRIPTION OF REVISION DATE APPR. If h b �009 � °� ` � �h 9 - � . . 9 �� �� � P� CITY OF RANCHO CUCAMONGA 1N \ ` C b'�� .� 0 \ �°- 5�• PLAN 8 PROFILE • CONSTRUCTION NOTES ` ��� ,,�,�� . . RIDGE WAY ROAD CURVE DATA pti. I�- CONST. 3" A.C. OVER A.B. (SEE GENERAL NOTE 17) T H 0 R 0 U G H B R E D S T R E E T 2 CONST. 8" CURB 8 24" GUTTER PER CITY STD. DWG. N0. 303 J E N N E T STREET J NET STREET I A R L T O- _ E N 16 CONST, CONC. ENCASEMENT PER DETAIL HEREON TRACT NO. 10349 A 35' Sr 33" 258.00' 161.47' 83.48' IO CONST. UNDER SIDEWALK DRAIN PER CITY STD. DWG. NO. 507 �s! B 53. 13' 42" 222,00' 206.24' 111.24' 5 CONST. SPANDREL 8 CROSS-GUTTER PER CITY STD. DWG. NO. 308 APPROVED BY DATE � C 53. 13' 42" 240.00' 222.96' 120.26' �_ CONST. RESIDENTIAL DRIVE APPROACH PER CITY STD. DWG, NO. 305 ( W=24') �00�T �Fc CITY ENGINEER (TvllR.C.E. I�NDED 17. D 44. 12' 25" 240.00' 185.17' 97,47' J� DESIGN ANACAL ENGINEERING CO. RECOMMENDED BENCH MARK 7 INSTALL STREET NAME SIGN PER CITY STD. DWG. NO. 401 rI7 �- P.O. BOX 3668 A 7/11313 7 E 9. or 17" 240.00' 37.79' 18.93' 9a-- INSTALL STREET LIGHT - 5800 LUMEN H.P.S.V. (BY OTHERS) 9/30187 S. B. CO. B. M. N0. A243 DRAWN SHEET CHIS. "o" IN N.E. CURB RETURN F 49. 26' 05" 222.00' 191.54' 102.19' ,(� ANAHEIM, CALIF. 92803 BANYAN ST. 8 CARNELIAN ST. G 49. 26' 05" 240.00' 207.07' 110.48' D12 ��--- CONST. CATCH BASIN (W=4',V=2.33')PER CITY STD,•DWG, N0. 502 CIV*' �y"' -r 3 OF 7' ELEV. = 1726.36 � a-- CONST, LOCAL DEPRESSION, CASE 'C', PER CITY STD. DWG. N0. 518 l Q�� CHECKED � • s ' T "��� R.C.E. Nlo.34857 H 42 47 57" 259.00' 192.71' 101.10' 14 CONST, CURB OUTLET PER CITY STD. DWG. N0, 506 I. OF ��F� ( EXP. 9130/87 DRAWING O +1. (3---CONST. 12" R.C.P. AL 5.11 DATE 4-- b' S� r. 1 FILE P.c. _.. �. __._ __.._., __ , i I • I I ; I fi I i LY T } � I - . 1� , TOP P OF" CbR6 RbFLE + tsN ] v 1 J i i ; v j N 4t "l 1-Y. 'TOP OF' CURB �'RbF�L8 �: „� Q= S'��.,,,_ � � N �. , :NA�fUI�A>_ GfZOUND i a , • � � �; , � � !: , ; # I 3 , vrj , O l i , i r L to /� ! P 2 0 2 fief uA`u- 0 Ki 0 CENTERLINE PROFILE : m `9 P•1• lo.0 \ ! ,1N i : : _ : ; _ �"�'� to V' ti . _ ; !� NMRA 1 _ i U j GROUND ptl d fee ` 2 �` ; ILI CENTERLINE PROFILE ,�� R/=2!3-kr . 41- � gyp' Y C> NATUIRAL GRO 1 ; 4 ; ' , , ' _ `0 , I i SLY. 'TOP OF , s CURB PROFILEapt f- Sj NATURAL GOO Of/19-. � NATURAL OROt1Nb _�.� a o I -x4.33 i i i i 1 S'LY. TOP OF CURB OROFILE I� v. i 20 o N i 1 i 1 E I 00 I 4 4 { j I 1 \ Ill N 1 t0 1 1 SCALE: - \�• i i t syp, `P�V` p O { 1 I N HOR1Z: I c 40 VERT: 1 = 4 I f 0 I 2 9 3 4 6 5 6 7 8 9 9 10 II U V DREXEL CT. C�+„3f La�co/Ec,,uC3f G 9 e4wsf. Lcc.o/f,:gvcsf - t1 SEE SHT., NO. 5 �? FOX CT. w Ta:/ - Ste!Bi3 12, fe, /8, 2, to EXETER CT. J r-1 SEE SHT. NO.5 2 2 44 3 45 SEE SH . ,No.NO. 6 9 38 37 31 ! x , 0 ,�� 1s7.00• F 125. 2' I 5 bid Ik (J' l' �' Ioil.00, \ G 9�• 157.OQ' 48 157.00' � /n c � . . -------- - ---- �+ � ti•1, 3r � � � � �_ � �101h� F�' � 1k t�• 1 8_ N. Ly'S2`� ` � 1 .1�' �4' �l IL� � � 3 C f + 4 N69.29'52•E 2 ,1 b` fe G B - Cz2.9Zf1 C �� E �S�f>► W I \ f I 102.00' 190.00' 26.31 A \ CLS Tc 1_1 S>` 100.,3' 99.00' 99.D0' 100.00 99.00 99.00 100.00 / . .S O 24 23 � �� 30 28 27 26 25 22 1A g f� 43. SB 29 : �-- '� o � °' �� '° 10 In b .` � � .� � � � � .� v •` V �� Q � � r � Ilk Q) G 9 6 6 SCALE. 1" - 40' JENNET STREET a DESCRIPTION OF REVISION DATE APPR. G CITY OF RANCHO CUCAMONGA _ PLAN 8 PROFILE CONSTRUCTION NOTES CONST. 3" A.C. OVER 4" A.B. (SEE-GENERAL NOTE 17) 22 CONST. 8" CURB 8 24" GUTTER PER CITY STD. DWG, NO. 303 JENNET STREET CURVE DATA 0 A R L T @>- INSTALL STOP SIGN PER CITY STD. DWG. NO. 402 , PAINT 'STOP' & STOP BAR TRACT NO. 10349 55 CONST. SPANDREL 8 CROSS-GUTTER PER CITY STD. DWG. NO. 308 s A 38. 32' 30" 222,00' 149.33' 77.62' APPROVED BY DATE g 66 CONST. RESIDENTIAL DRIVE APPROACH PER CITY STD. DWG. NO. 305 (W=24') B 35. 04' 40" 240.00' 146.93' 75.85' �3' F CITY ENGINEER R.C.E. N .2r' M - C 7�- INSTALL STREET NAME SIGN PER CITY STD. DWG. N0. 401 �► DESIGN RECOMMENDED 25 42. 28" 258.00' 115.78' 58.87' 34857 ANACAL EERING CO. BENCH MARK D 5. 3T Ir' 240.00' 23.54' 11.78' �- INSTALL STREET LIGHT - 5800 H.P.S.V. LUMEN (BY OTHERS) 9/30187 VC,A T til 67 68 S. B CO. B. M. NO.243 E * DRAWN SHEET CHIS S ' " CUR RETURN 82- 16- 14" 27.00' 38.77' 23.58' ANAHEIM, CALIF. 92803 BANYAN STNS CARNELIAN ST. ` �rzl 4 F 92 09' 21" 27.00' 43.43' 28.04' a OF ELEV. = 1726.36 G 40. 41' 51" 240.00' 170.41' 89.01'. dF `1�� CHECKED �• � v't'W R.C.E. No.34857 DRAWI G N /y•5. DATE 4- 8 - 87 EXP. 9!30/87 FILE No. A i 5 ' • ! , i t • 1 , 1 i i , , J {1 { - 1 - 57 s y2 : rq 1i¢ . +O� bF C1 iR P OFILE t i i # i zfi 2 # 1 �•? ' 5.78 ! i � 1 } � _1 � l P X58 _t } 1 j iL• 32` 5J �/IG. 1 K:G 1 10-F P.I.•3364 � i YT OF C � RbF L �/ -3/,8 ; , i a i i i ; m i tj i } 44 _ U P i i r i i 1 } } I } ?\ a 4 r i 3{ 1 < , , } t , ; i V i ?� N AL GF�O M� M i # � y 1 3 , � t i U { a r i , - - - _ r. L "- A NL GRO � m I # - , i 1 ! 1 ; ' } 1 ; • i i 1 1 ' i ' 1 1 ; i � � 1 i , i { } 1 ' ' 1 ' ! 1 I ' 1 , i 1 t Pl. 25.5 i i I ; i i t t r •\ i , ; V v i N _t i v 1 ! i Tt FL ii�E SEN Rb � r O f # l( 1 , O G I i _ 1 l 0 + bE�1T'! E Pf�O ILI~ I i Ix - i t s U �R' .— _.i . N -} - -- - - - - - -- - - b -, h i ; !% .f114, .0 j 1 t i j • ' i , + , ; t r , 1 � % i I v ►- �y'N ; � epi � # t i _ � � v �`� t �` . i i NA4U AL ; _ , I . . ; t , 1 11 OH f j l (� ELY RC FILE t , i - ; fc#(} # i S 53' � � Nl�'[�7 1 V �` i { s % 1 # t G 1 '�7�s. , - } ATURAL I 1 # # t — # } t 1 a # 1 ! # # # t �. �t GROUND ' _ ( N # 1 # w I i # NA�TU AL vI i a� WM�'� j i ( 1 -i `Y� f � � G ii d� ROUND +n © yG ; G r I # } � I } � i 1 , t • , i + t,1 ► I 3 � ` !• .- e t t ( , � — _� � 1 #. --i -- � 1 _ i f -- � ± _ � + _ # i } ' { r .j ; ' j - V , � $ i ' i � i - V'1 .� �i�• i i i 1 1 ; ; + i t i r j i ; { { �Tj 1 i t 4 } i 4 I i : ; ; - k i 1 # h ` O ►.N (r'S i % 1 i ; , 1 : , N I } a } ; } } } i 1 } # ! ! # } } t __! } } j ---t t } - ; ? l ! } } } } # _ t y too bF CUR PROFILE , ; ; ' ; } ' # - ; I r 1 t , i : t 1 , ; , i - - - — - -- __ _t # t f j t i O ; ; ; ; t : « # }} 1SCALE: - 1 I } � I I , • j l 33 _ r i . — — t i VERT I" 8 ! j } _ a 1 - i: _ _ j _ 1 _1 � _l � � j 0 I 2 0 I 2 JENNET ST. G JENNET ST. I v SEE SHT. N0. 4 SCALE: I " _ SEE SHT. NO. 4 SCA L • I 1" = 40' G E' I r2' 9 32 v 39 31 3 2 38 �— 40 ; \ u 9 - 29 A B 25 M ,q` , , 9 t o' Tb �• w �'l� a 34 �.�►�" ( 2 0 a� �� ��f0°iN.o•�o'oa'rt 41 b ti� - � �• �oN' ` !9 c L � � - 2 ���' 2 Gti� - � \ t liar n � 3 I ,h .�S' 24 �k. 26 v B � q B /d / v \ o' � 0zo� W 37 •� h 5 0ph 42 36 ( 1 I 44 .w 43 SEE SHT. NO. 4 \ � 2 SEE SHT. N0. 4 JENNET' ST. o G 6 JENNET ST. 9 6 DREXEL COURT ` ter- 6 • FOX COURT DESCRIPTION OF REVISION DATE APIRR. • CITY OF RANCHO CUCAMONGA PLAN 8 PROFILE CURVE DATA CONSTRUCTION NOTES p R L T A 9o• 00. 001, 27.00' 42.41' a CONST, 3 A.C. OVER 4" A.B. (SEE GENERAL NOTE 17) FOX COURT �— CONST. 8 CURB 8 24 GUTTER PER CITY STD. DWG. NO. 303 DREXEL COURT B 15. 00' 00" 112.00' 29.32' 14.75' ' C 210• oo• oo•• 38,00' 139.28• TRACT NO. 10349 �6 -- CONST. RESIDENTIAL DRIVE APPROACH PER CITY STD. DWG, N0. 305 (W_24') �T APPROVED BY DATE g �` 8 ga-- INSTALL STREET LIGHT - 5800 LUMEN H.P.S.V. (BY OTHERS) ���j, , + � CITY ENGINEER R.C.E. 0. DESIGN _ RECOMMENDED 9/30!87 ANACAL EN INEERING CO. BENCH MARK 1' `, 196. P.O. BOX 3668 �A TAI 17 S. B. CO. B. M. N0, A243 DRAWN ANAHEIM, CALIF. 92803 SHEET CHIS. •'d' IN N.E. CURB RETURN ,� ���G • 5 of 7 BANYAN ST, 8 CARNELIAN ST. � - r OF CHECKED �' 02' O J'c�u- R.C.E. No.34957 DRAWING NO, ELEV. = 1726.36 �V ��• �� a- V7� EXP. 9/30/87 DATE FILE No. `� 1140 /10 v V 4,- /5 - { i , { ; # 1 # i # i t I ; i I }} t i I { � � �f0 bF CUR F t - i 1 � � � tLE L F�Rb ,^ 4 f., _ a - � a f i i , , + , LAY. -TOP bF CIiRb I'�RbFIL } i , i A4 I , i I a 1 - 1 _ i : �► t i ! 1 i f I I 2 e. I N I 1 t -_ _ ; t ..j. _. I _- d 1 I i 1 ; t �. - ] -. .I _ .� .1 I. . i.. 1 a 1 I J `9 , O Ul $ 2 i TN , i -# 1 l ; 1 , � a : o� *ArbRkt 1 1 1 I ; 1 . i d 1 l i i t 11 GROUND 1 r Vim✓ ;{� i J ; I I 1 IO i 2 1 Ll J I I i i A i , h : a , V --�� # V �0 V 0 Grp V 1 � fKA i 1 1 UAL tKV _. 1 t , , , $ { , 2 _I � , � 1 , 1 , f I � � - 1 J J t 1T i i � � # # ' I j ✓) I i 1 I I ' i /1/• { i f 1 % �' 1 i { _I _ 1 I 1 �' i 0 ! I } 1 1 I 1 i t , t i i i GLEN I t�RLINIE OR&L ryb 1 ? tt j1 ' I ; i i 1 _ I i� {{ f 1 ! 1 J # 1 i i - 1 i i Ii i 1 } ; { , + i iE�S4`. F i i Pl. I4•� T�AT�1R ►L �R6U�VD � T�1��I1�E I , PROFILE I { { E { I a I ; I # ; { i , y 1 : : , 1 { .. _ - - s� +- ♦ .—� s- -�—_L _� _�. _ - - _ .+--'— - _ 1 - - - - �- -J-- -�- - -1- O2 ' �O' �E� -t0 180 , L�i i l-►r O 1 �7�3 t a , # ; I I 11 1 i i 1 i ; + , ; I ; J i t 1 I i i 1 I , t _ . l 1 12 i _ i 1 - . # i 3 1 E Y I•- T� .till { \ ; re cv � i ; y { # i 1 1 , I I , i ; ; , V , $ i { { PROFILE i tt ii 11 f t r f { t I 1 I ! f I 1 { 1 , I I I # I ; i 1 i - � � � m � { J —I � iz1 1 I i NAtUF�AL � } I 1 i f i GROUND j .i._...a .__.i_-_¢__�—.. .- -.--..1---�--1---_. _._�__...: . _.-i_- _' __ _ ._�--- ,- , .---' --._.'- -- --_1_ ._� _. ._.. ._.I-- � ' -- -_" --� —L-.-1.---1— _1 .� � � � I• � 2- t__ __.._-L--L_.__.r-..--.#-----�--1--___!- __� _ .._.._ _._-�- -_-�--..__.1-----1-----�----."`'---� --- --- -- - -- ' -- ' ._ _ ._. _. .._ -.- ._._ _ _ _. _ ' 1 -k 1 +{ I , I I I 1 • i 1 1 , - t ' - - { J - {t -_ - t1 , __ } - __A _ 1 .I - _-i. _ .-_l.. 1 -.� -.. .`-_ 1 - I I 1 + I} y - � ] � J 4 � f 1 -i / - i M t l 1 ! i , 1 1 } � ' Ca• ' - � 1 1 1 � -� _1 ! } 1- -� �_ -i : y j j f , { ; I i , l i i 1 # { # { { ; � .- , - � ---� - - - .._ -� -. � - --..I - +y }. � I �. � : I l I .1 1 . 1 - + - a "- - -I I - 1 { : d 1 f i -1 # I { t � J i - .- � _. .- _. -- ---- - - -- .._.. -'-". a _ _. f l 1 I J ♦ _ l 2 # -. J 1 .. _� !__..-�. -.. � I t SCALE. SCALE: S 1 7 1 1 _ 1 I I I t 1 - - - . i HORI I 40 1 1 i 1 II i a i 4p 1 1 1 1 } } 1 1 i HORIZ: I •• _ � , { .• t VERT: _ 4 ; { # ER I # , I I VERT: _ ; I { � z 1 1 � 1 i � ; � ! � _ _ � _1 _� ! - i 1 ! _i 1 - � 1 - { { ; i ; { I # I I i ; I # i i � # , , J _ 1��_l : —�--� � y— _ .�__. �� � 1__t ._ _ � _ .. _ _ I _� ---z 1 _i ,_ _I �. 1_ L_� -_-� _� lam__ -- __ 0 I 2 0 I 2 3 4 5 6 THOROUGHBRED ST. q JENNET ST. 6 SCALE: i E 40' 9 SEE SHT. NO. 2 h SEE SHT. N0. 4 I � V � I" = 40' 9 � y a h SCALE: o �o h i • O j I gyp) .� Q { D t\ I2' I8' I812� 46 I n - 0 tt - ,o �. 0 0 m + Q�f�� I g g 57 �� a , m � m 4.5 n a S I w=8.s` / o a 14 ,Ips �► 7 0 p� � 1 � . ,.�.. — � tsi So' s/So ' .a�' 3?oR, �.1 t I. gyral o•oo` _ So•ao' �. ' � 5 is 47 �'ZC" C ti F� I D AAQ> ��� ,'1�F 1barle'o lei Soy � 4 G � Ip•t, q�� 2 ( " 1/1� 3 �C%Cc .eta' 1 f 4 �, S��'�y� �� F L 2 t1 5ti' \off' zit ti l� TRACT BOUNDARY-- \��� I! � B firrtare curb qa jer n.4v--17171 SAPPHIRE STREET SFE Syr // rt;48 b V - .�S,-- is ---Z/ter.` J�NNE N0, 4 2 y cx CURVE DATA � R L TIQ h m A 90' 03' 45" 27.00' 42.44' 27.03' 76. 02' 18" 27.00' 35.83' 21.11' C 15. 00' 00" 112.00' 26J8' 13J7' 1 D 129. 54' 04" 38.00' 86.15' 1 DESCRIPTION OF REVISION DATE PPR EXETER COURT CITY OF RANCHO CUCAMONGA CONSTRUCTION NOTES PLAN & PROFILE I CONST. 3" A.C. OVER 4" A.B. (SEE GENERAL NOTE 17) 2�-- CONST. B" CURB 8 24" GUTTER PER CITY STD. DWG. NO. 303 SAPPHIRE STREET 3 CONST. A.C. BERM PER CITY STD. DWG. NO. 313 &—CONST. VARIABLE (0.10'MIN) THICKNESS AC OVERLAY EXETER COURT 5 CONST. SPANDREL a CROSS-GUTTER PER CITY STD. DWG. NO. 308 TRACT N�?. 10349 6�— CONST. RESIDENTIAL DRIVE APPROACH PER CITY STD. DWG. NO. 305 (W=24') ' 7 INSTALL STREET NAME SIGN PER CITY STD. DWG. NO. 401 APPROVED BY DATE r ' 9�— INSTALL STREET LIGHT - 5800 LUMEN H.P.S.V. (BY OTHERS) '" �T,/�,� CITY ENGINEER R.C.E. NO. l2 3g7 BENCH MARK 10 CONST, UNDERSIDEWALK DRAIN PER CITY STD. DWG. NO. 507 X57 P. DESIGN TK ANACAL NGINEERING C o. RECOMMEND D bct e. -r �� a� P.O. BOX 3668 S. B. CO. B. M. NO. A243 0)_ CONST. SPLIT RAIL FENCE PER CITY STD. DWG. NO. 1010 (PVC 91 187 DRAWN SHEET ANAHEIM, CALIF 92803 BANYAN ST.NB CARNELIAN STr 14 - CONST, CURB OUTLET PER CITY STD. DWG. N0, 506 * DFL 6 7 Citi � CHECKED1�• � w� OF 57 R.C.E. No.348 AW G DR IN 0 ELEV. : 1726.36 ,���' T K ,EXP. 9130187 a OF DATE 4' �� a� FILE No. 1 ! f ' i i i { ! f ` 1 { t I 1 f I i 1 , 1 I i ! i i - 1 i I i i I i { I I ' i 4 1 i ! ' ; ! f i f i I « , , i t i I i I I 4 , 4 k i ; { 1 i ! { , i ; ; t I i i 1 f j r , : , i : , i , 1 I 1 I ; I + 4 i -. I ..4 , I { i + ; _.. i : , ! - . 1 -i +, i i - i i 1 1 4 ' t - ..- .., ' -. - ' .. _ - - - - - - - -- - -- f { . I ? I 1 ! , 1 I , I ! + ; 1 ; + I 1 4 , ; I I ; , I 4 I f I 1 I I 1 1 } 1 1 } { 1 l , 1 ! I t I f i 1 ; ! I i 1 I t 1 t ; ; 1 I I i « 1 r i 1 I I ! { 1 J I } _ 1 , _ 1 ,. .. ., _ I I 1 _- I 4 i 1 : ; ! I . { I ; 1 , 1 1 I } I i I I I } 1 1 I i t i a f j 1, 1 I I « t 1 I i 1 i 1 • } , I i 1 , , I I 1 ' : 1 i I , 1 1 1 ; ' -; . ; 1 , I i i I 1 i + I , ; I , ; i i I ; 1 { + ; i I I i ' ; I , , 1 1 1 , , , , i i ; i ... .! .. J_ _.i : I . I -.i _� -. i - -; - -a ; 1 1 J. 4 1 .., i , ; , ; $ __ I I - 1 $ - __ 1 - } - - _. _ _ _ k _ -i - $ J J y - i J 1 7 - t -� + 4 1 1 -- J J -A. i - i - , - 1 t ...; ; 1 - } .-.. .- ! i 7 I � Ik l I 1 I i i ! 1 i i ; i i I ; i { 1 ; i i i ; I I 1 1 i 1 i 1 ; 1 - , , , , , , , t _. ! ! ! 1 - i j 7 i i 1 i i i 1 + 1 1 + 1 + 1 r ( j i -7 # ; 4 I j ; I + I j ; i i J { , I I 1 i 1 1 1 4 I I i ; ; i I I i 1 I 1 i k 1 1 ; i ; 1 , , ! I I « I + , , j 1 } -r _ + + j I + ! 1 + i i I 1 : J- i I I : 1 , ; 1 ( 1 - 1 -- ! 1 } , -.. i I. - _ l i _ j 1 _ j i } i } I ; i 1 ; I 1 I 1 1 i I 1 ! j j t i I I ; i t i 1 1 I i i i i ' i i I I i I i i : 1 ' i 1 ! I { ff t J 1 ! r i j 1 I -, i ! _ ; 1 i j I _ i I } 1 - - - I + l 1 4 I i 1 i t I j 1 i 11 . }} I d 1 : � 1 + 1 I 1 I I ; , I { I ! 4 i i i I i ; ; , 1 i I I i f 1 i { I { I , i ; { I -,-- I _ _ _ _ I .. i _ _I _. i 1 - 1 - I 1 1 . i i - ! - i I I 1 i . : I ; i 7 . I 1 1 _ _{ _ _i _ , i 1 i _ ._I # l- _ � ; 7 7 + I 1 1 4 - i J I i , j ; 1 I i + i i , 1 . _i i J i i ! } 11 iI4 f i ! i ;