Loading...
HomeMy WebLinkAbout914 \ 1905 GENERAL NOTES CONSTRUCTION NOTE .-.- .. .__ �- _ --- - - - - _ - -- - - -- -- - -- BENCH MARK i tt� `o"r ,ice 1. All work shall be done in accordance with these plans, the City of Rancho O/ Construct curb and gutter per Std. 303 (8" C.F.) . 1 t Specifications f Standard Cucamonga Standards and theor Public Works 'S8 Elevation 1890.880 - t � t2U Construct spandrel and cross gutter per Std. 308- BM NQ Construction - current edition. Contractor shall be familiar with and O3 Construct 6' sidewalk per Std. 311. Chiss�ed quCre on top Of }longe of fire hydrt7nt { f ; shall be responsible for adherance to these Standards and Specifications. Construct sidewalk and ram per Std. 310. 2. All pipelines or substructures of an kind O _ P of southeast as ns of Archibald Avme and • y telephone or power poles, O5 Construct curb cutdown use curb in Std. 305. Lemon Avenue. i t ; water meters y , c. sown or not shown on these G Construct drive approach i •�1 ' valves fire hydrants, ether Std. 305. P . I ! _ { i t lams within I f p the right of wa ,limits or in ad .1 1 � y anent areas where improve-j 7 t f � Construct driveapproach • l P • t l j 1 >EXfST T.t PRO�IL 36 M/E5T OF ment work is to be done shall be removed, relocated or protected in place a OConstruct drive approach per Detail "E". PP P as required at no cost to the City of Rancho Cucamonga. 9OConstruct concrete block retaining wall per Std. 812. 3. Any contractor performing work on this project shall familiarize himself /o Construct 6" P.C.C. driveway slab. i . t i t i t .� with the site and , ; shall „ • - � � be solely responsible for any damage to existing /� Construct 4 A.C. pavement over 4" C.A.B. Q P � facilities 1 1 ties resultin directly or indirectly re k ctl from • f Y his operations, e - � wh ther , i • \ r I �} � Y P / /2 Construct A.C. overlay. or not such facilities are shown on these plans. • O3 Construct -3" A.C. pavement over 90% compacted natural. 4. A permit shall be obtained from the City of Rancho Cucamonga Engineering /4 Construct 8" A.C. Berm per Std. 313• t { 1905 Department prior to any encroachment or construction within City of �s Install 2" x 4" redwood header• h Ranco Cucamonga easement or right-of-way. I N i /` ORelocate existing mailbox as noted on plan. 5. All grade stakes shall be set by the Contractor or Engineer. Paving stakes Relocate existing sign as noted on plan. shall be set at all hinge points edge� ,•� # � l�'�r � , of pavement g p points within 0.01 foot OS Relocate existing GTE vault or pole as noted (by others) . i ( f �• t # ! / of sub-grade elevation and at not more than 50 foot intervals. Additional /y Relocate existing Edison pole as noted (by others) . paving stakes may be required by City Engineer as needed at warped or ver- ® Relocate water meter per CCWD Std. 2 (by others) . tical curve areas. 21Relocate existing MWD air vent per MWD Standards. EXIST,' PROFILE' .•� 6. All sewer, water, electric, gas, phone or other utility laterals, mains, © Relocate existing underground cable as noted. or crossings shall be constructed prior to paving. ©Relocate existing gas line (by others) . 7. Compaction tests of embankment construction trench backfill compactingRelocate existing street light (lower to rade b others (� i , 8 Y ) 1 I original ground and all sub-grades shall be performed by the 2©Relocate existing fire hydrant assembly per CCWD Std. 3. (by others) le i City of Rancho Cucamonga. mitten--r6peFE w4th Ehese �j - 2O Adjust water manhole and valve to grade per MWD Standards. QAdjust water valve to grade per CCWD Standards. at o f ba ate _a/. rfae1-- ® Adjust le to grade per '� "" ' j t sewer manhole CCWD Standards. i { ? �� E 8. At the completion of paving,-a-materials report shall be submitted to the ®9 Adjust storm drain manhole to grade per Std. 512. 3 ,- City Engineer. Listing all tests or determinations completed to verify ® Sawcut existing concrete. FROP ACF 28 stability oil content and gradation of asphalt•`' t f � :��� �•�'f ' � } 4 i 4 • �� h' Y 8 P Paving. ©i Sawcut existing A.C. paving. 9. Prior to installation of an I # y paving, a materials report shall be submitted ® Remove existing A.C. pavement. 1 I r 1 ji I } to the City Engineer. Listing all tests or determinations completed to ®Remove existing cross gutter and spandrel. } h" verify: sieve analysis and sand equivalent f Removeexisting } ; e PR6IT F VRR >A• 091 1 1 Y q t o aggregate base, etc. ® sidewalk. I { } {��i l� 8• Q 0 Paving shall be performed in accordance with R-Value and Pavement tests taken ®Remove existing storm drain pipe as needed. i �{ 2 EA$ 4 . 11 11 X7 to determine structural sections (prior to final plan approval) . Remove existing 24 x 24 catch basin. j # ® Remove exists curb and utter. ( i+--'r 11. When improvements are to be placed on native soil which consists of a rocky ® ng 8 i ! i material, the sub-grade shall be prepared by removing all rocks which pro- ® Remove existing concrete drive approach. # ! '4� trude above the sub-grade and all voids or depressions shall be filled with ®9 Remove existing A.C. drive approach. a fine grade material of a quality better than the native material. ® Remove existing A.C. berm. , t t 12. If the asphalt concrete is to be placed on sub-grade, a soils sterilant 9� Remove and repair as needed existing tact wall. �A } ; registered by the E.P.A. for use under A.C. and P.C.C. shall be uniformly ® Remove and repair as needed existing fern _ ! j applied at the manufacturer's recommended rate for the full pavement width 4 Remove trees as noted ion h� of Vd 1645. - --�-- - ' I _ ePRO A C �. E 51� 4� -_ . » t tsar to avin p h ©© q P Y i P paving. _/ Construct catch basin No. 1 per Std. 502. Estimate of quantities is provided by the Engineer only for the convenience ®Construct catch basin inlet per Std. 501. of the Contractor he Construct , t contractor shall make his own determination of con- '16 local depression per Std. 518. SKEET 1 Street Improvement Plan of Archibald Averse from struction quantities before submitting a bid. Any item of work required by QConstruct manhole "A" per Std. 510. Lerman Avenue to ' North, Overlay Plan Jadeite } j t k h ! these plans which is not specifically listed in the estimate of quantities 1 Construct junction structure "A" per Std. 508. „ „ from Banyan Street North to Shale Street t ,� 1y t j shall be considered as included in the other items of work. 99 Construct junction structure "B" per Std. 509. + }- a 1i 14. Street signs per City of Rancho Cucamonga Standard Numbers 401 and 402 shall Construct concrete collar per L. A. Flood Control District Std. 2-D SHEET 2 Street Improvement Plan of Archibald Avenue from J�_ ® 393. P be constructed at each intersection, Q Construct Manhole B" per std. 511 250' North of Lemon Avenue to Banyan Street 15. City approval of plans does not relieve Y ® Install 1000-D 0- 39" 4 R.C.P. r 1 t P eve the Contractor from responsibility for © Install 1000-D 36" 6 R.C.P. SHEET 3 Master Plan Storm Drain Line 4-Br Improvements the correction of error and omission discovered during construction. Upon .•�'� _ 4 • j - request the required plan revisions shall be promptly submitted to the City © Install 1000-D 30" 1 RzCtP. from La Gloria Drive to Banyan Street G,i 7.IK�G: ,fir• s� 4_ f Engineer for approval. ® Install 1000-D 24" 0 A.C.P. Y i i I �I�.E SCA(.tS ; 16. Work site and exterior streets shall be in a neat clean hazard free Install 1000-D 18" d R.C.P. SHEET 4 Master Plan Storm Drain Line 4-Br Improvements + ' orderly state throughout construction. ® Re air trench per detail on sheet 4. from Archibald j t = Y , g Site shall be cleaned upon request © P P Avenue to Jadeite VERT 1 4 of the inspector. Install W-81 marker. .HORIZ ! O Install type 'G marker (20 O.C.) . SHEET S Striping Plan of Archibald Avenue from Lemon. 17 18 19 20 21 Paint 12" white stripe. Avenue North to Banyan Street SPECIAL NOTE REGARDING 'SUBSURFACE UTILITIES ® C/ Paint yellow two-way left turn lane - omit raised pavement markers (R.P.M.) . • IM 62 Paint yellow two-way left turn lane with Q.P.M. s. 4 �_ All utilities shown on these plans have been taken from available Paint 8" white channelization with R.P.M. 's. a records. The Contractor is responsible for contacting all util- ® Paint 8" white channelization without R.P.M.'s. "Z ity companies associated with the project for exact location of ® Paint 4" white solid stripe with R.P.M.'s. 3 N X I� •� I I I / �, �� ' their utilities prior to construction and providing full protec- ® Paint 4" white solid stripe without R.P.M. 's. " SHALE •, I I (•m 1 + ^ I tion of those utilities during construction whether those utili- ©7 Paint two-way yellow barrier stripe with R.P.M. 's. W 1 t Paint two-way yellow barrier stripe without R.P.M. 's. SHTI s' K N►. ties are shown on these plans or not. Tri 9638 , Paint 12" white solid stripe and stop marker without R.P.M.'s. GA"N ST. Paint 4" yellow solid stripe without R.P.M. 's. " °A+""S'� � N o 7/ Paint white left turn arrow per Caltrans Standards. N - � ti ARCHIBALD AVENUE ,�,w h O wh Q Paint white right turn arrow per Caltrans Standards. 1- ., .. _._ _- _ �. 73 Epoxy P.C.C. Spandrel to exist. Curb �W N V e �Exrsr cIc ^ .e 7x �s�• f JO XIST 30"WATER LINE W W a W O W ; Wets= CT S 8" .EXIST 8"SEWER LINE S e•' = O PROJECT ; N1 X G 3�� e G 3,P G O LOCATION crrRus cT �� EXIST. 3' GAS LINE " NO°3I'36" it6 /� 4J _ I V IAJ 1 � w w ' h I byq �'Of`p! ' �• X//�7LEG" AVE ' W R , 44 r� �'a A �' �• 'q• a 0' 'a h �• I � p se' G �► - . I, �� a a �°rl h h CALL INITY MR r' � 8 ,r �j � tto�f I `? N.T.S. 41) .r~ b O c # W A , Ov !. 0 ; 47.41 4 . \ �- - - 4 .. alit.-W. FATHER T EX II ' w v 144. -�Irr .. �4M13 17C 2 04 61 , 1 ~ P ~ •; �) O rl A { i SUM 4 I (48.0711 _A► _ s e.osl so.o71 1.94 2,7+4 1 NO 31 3bE /j' 4 20+43 20+75 21 21+25 21+50 Z+75 22-22+18-22+38 SM" ! V• �EATHER12 R1 II H a s � e J t �� t� ►�. ., O i� � i < '� � � - 1 -� \ 1 �� L 4a �-/ ^� 0 l � 1 V 1 `moi l A h A h +1 7 Z � b 9' Aa- ` p• ho a � h �• h z• h �. h � P h h _ G � A k r FF=00_/i m r l �p JADEITE AVENUE Zd= 69 2I/! A?•/5010 I z / 041 WJ � .�0, as• O� ��. � Q MWD REVISIONS s/ 9 BA,: �3.���.�� -�W "' 0 REVISIONS els/fl w ,---- - -... I v DATE APPROVED: _ , /Po�• CITY OF RANCHO CUCAMONGA PLAN a PROFILE ARCHIBALD AVENUE RECONSTRUCT P,rOrECr AAF~0Ne-1*0 1►s3 /N r fvo�! .�e+• FROM 92' ; NORTH TO 345'= NORTH OF LEMON AVE . • I __ - _ JADEITE AVE. OVERLAY ° _ `�/ # I'J(,14IP/ESr.Al�z - G7/)/° �YA•P/E,S•�� I ,`• i0R/Est/./ sa.�9L XVAP/E✓rr. r�� `JI f o T BANYAN ST NOPTH TO SHALE ST. �--a -J - r o D BY AT TYPIC EX./MtiE+ON�MN S, rEcr/N/gc,oOE APPfttivE E STA, 110+00 TO STA. 21+69 TY ENGrNEE R.C.E.N Q 23889 JADEITE AVE JADEITE AVE s fiUM J ASSOCIATES_��. REGOVOWNDED: TYPICAL SECTION TYPICAL SECTION D.E-G- CnnL afte"Evo w STA. 20+ 43 TO STA. 21+25 STA. 21+50 TO STA. Z 2+56 124 CAST r STIMET 910ITE It SI�ET: ORTAR10, CALIF.SIT" mo"s-27SS S.J.K. OF CHECKED: atm NO : E. � a e � tc. lacE.rsw29z2s 914 / _ . ". �' 7 I 144 m , j- ' /t�IConatruct curb and Sutter per Std. 303 (8" C.F.) . I • v 1, e� 11 ,� - � �- - 1 ) i i # « I f { I 3 BENCH MARK j�`� f « t }{ l . -- BM N t V Construct spandrel and cross gutter per Std. 308. ; j I I Q 58 Elevo ion 1590.880 3 onstruct 6' sidewalk per Std. 311. i 1 f o ; 1 �, O8 ? f r g ;hisseled square on lop of fl of fire dant .� I R ' PROP A.C. !rL 3 WEST � M 4 Construct sidewalk and ramp per Std. 310. i c, ,/ �'�• ih • • �� _ . . # t I - a XIiT PROFl1�E 6 NEST %: � - of of Archibald Avenue and onstruct curb cutdo saeost °� A L/" wn use curb in Std. 305. �� R I 1. • k � o v . u 0 t f , , 4 e n Ave Construct mo nue. 6 c drive t r e a ro to approach r e t m Std. i 30 t S. s I 0 PP P I \ ►. r, P t + + 3 i4 9 i, 70iConstruct drive approach11 I a c1. o a 8 Construct drive approach per Detail E ,I 1* 4 - ,. �+11, ,; # t ) I P , i r M . , ! {tee 9 onstruct concrete block retains wall per Std. 2 3 =' ± z t' 1 - P N i r '� v `� �j r i . "✓" •► N o Construct 6 P.C.C. dr ivewa slab. o ; x 0 y j �� _ { �, Q PROP PROFILE 36 WEST a 61 o o n 1 ; I 1 a ti 't // onstruct 4 A.C. pavement over 4" C.A.B. �;z ;, �� h 0 A { M �' (TOP OF CURB) 'EXIST NATURAL GRdDE �I� �►r u i` 3 Construct 3 A.C. pavement over 90X compacted nat a i , �df.(/ 0 4 � w ,; ;(8 C.F) � 2S WEST a �4 N 4 M T O A 1 !. /4 nstruct 8" A.C. Berm per Std. 313 . ? i 80l° h twu t +, h 1J1' t a OJ `4� � 'r oo 3 M . yy • / 1 , - .. - In_ tai S 1 2 X 4 r w ed ood �' , head er. rn P +r 0, 16 10 W.. f - 1 - r I '_- : " ru ` Gti� ' �o / 30� V NQ �-- f . r,Relocate existing mailbox as noted on plan. ; Q M .,4, : .i �� - - d ` 1610W� I630W+ ; Q ti Q� � _ js�0� ' Q Relocate i Q to ex st in sign i n as noted on ---- �ey� '�' 0 8 8 plan. k, • 4 q�✓ H PaRroF/Ao vc -- -� /lr- �J /8 Relocate existing GTE vault or pole as noted (by th�rs) . 9 t m�-/s-�9 €-" ' �} 0 , , h 0 3 O9 Relocate existing Edison pole as noted (by others PROP FL©VItL3bE PROFILE 4 .. N 1 nt G �7% ®Relocate water meter per CCWD Std. 2 (by others) . a .,� x ' 61 WEST 8% ' NU • I , ,><.3• � 4 , , _ . , 1 3 I? r� cr_+In Ro_ct MWD nirvenfiZ 1 dr.,r ; , k .,00111111 PROP. A.C. RL., 25 WEST � o. � t s�1 Relocate existing street light (lower to grade by other4). i c '� ! )` J j o x 4 _ ,o i �� c 1 K @ t) 484 © a EIS l'C6'}WEST Relocateexistin f ire hydrant assembly per CCWD td { h 3• g y y p 3 b other f � a i s o 26 N 4 i PP -PROFILE h Ad u r s wa t ter manhole a v W nd v al a to rade per MWD c . , �L + j S an ar s �' # , d ! O 8 P - .� - o ,! r 0 n l J , t rt.29c4 1 h z- ,l 2 Adjust water valve to grade per CCWD Standards. - , s h :41 Irrr` I. • In V� , V - , • t � ems; . o djust sewer •lanhole to grade per CCWD Standards. y� - i - Y b' b 0 z Ad ust storm drain manhole to rade per d • a� '` Q \ ! ''� • �' a - j g p Std . 512. , { . ', P 3o Sawcut existing concrete. i SCIS ,PROFILE <'.t�D +� Q tr Ob ly,' ( - • �' 1 t7 , /' j p - . ' a 0 g i •, pl Q lk y 0 p , --F ,t 3► Sawcut existing X.C. paving p�Q �, ♦ v + L� �0 N I a I ' 3 Rem ave existln A.C. avenen ' �k3 �+ Q 4 DA N a d a i� nt �` , 0 g P t• ! � o a Q {� I~X I S T "T.G� 3�6' AST .1� n (� 0 Remove existing cross gutter and spandrel. b / + o. �N v Q - 1 10`r.1/i�30 _ .� �s3O L � , b Q r � t ©9 Remove existing sidewalk. 4 r , UV�� , ° N a) a Ilk r. 'mss Q h h N v ® Remove existing storm drain pipe - ' � ' LO v / V 1. .1 P P Q o �RbP PROFILE _ y \' 36 Remove existing 24 x 24 catch basin. �e -,. i I Q f ; �► ©�0 ! • N oo'• vac. 3• N , - �� i 0 A 3 Remove existing curb and gutter. `� 0 , % t, i i d 1 I * # '*;a: EX1ST fL,PROFiL t N Q , Remove existing concrete drive approach. �' � w X 4'- ;3'19% % ® Remove existing A.C. drive approach. t r 1 + �r6o fi3• DROP. A' .t. #L,'TRANS SVI-26 1 EXIST PROF1LIx 3fi' ' gIIt t • 0 Remove existing A.C. berm . �''� . ." 4 - - - _ I . . 4/ Remove and repair as needed existing rock wall. EAST �`� . �2 Remove and repair as needed existing fence. . I � / A PROP. A.C.F.L,28 EAST , u } - �� . ;r 3 t3 Remove trees as noted. � t � • 0 . , 1 , , . I ry i I I 1EXJIST PR4FiLE 3g A5T � . N , i i I LL �3 Epoxy P,C.C. Spandrel to Exist. Curb "t, _ - f 9 I • '" - • e � . I �� Epoxy P.C.C. Gutter to Exist. Curb t �M �/ �' p6y - t 1.4 ROP. TOP OR CURB '` ✓ Q v . i , it ; - ; - : i I . - -- - - - - I I . I t u v 1 z @ - t$ , �RCH/ea�D vE/v #DIES i - , 28 EAST A At ti 1 J 1610 El X630 E i 2 6 �► 6 ,> I f 30E •- _ t-- TD x V V E rP N F N q ,mQ +0 J� ) � i -. I . : I I * I : �2,07 - - - I t 0 0 M K 3 h i , R ti f. 0 /3. l k. Q o t I o \ : :N , , _ - x , , P. T.C. PROFILE PPOP. 1. P.PPF ' - . C N ti a 1 _`' �:Q a v v :N ` 1. �` ° �� 28 EAST , ,a. ��. Q Q 6,: IQ t . ; 4 t M e ai i a �, �, M \ a o a �, ! X. RAE q rk o c - -�.�6� .. W - r " t` • � PROP A.C.FL. 28 EAST 1 _ T �� . - / , ; 41 e / ,� M n It % ei ttl & e,01 �i / I t k Iv ,a +� � s a z a 7 �-_� ,� - = .` Y r ,, . i v -4 III {n o' r r Q04 N -*s `p - `i n , _ : Y '� -� _ V 04 o � !G G B K. � G a b V , 3 yo .. e �t b - 0� Z � t1 .� S � ,k►, q,►, r �a #J h � N. • /J Qu TYPICAL ,SECTIO 0 I 3 �e�PROP ASC FAL8 EASY 4v �+�' `^ e - �_ �_ s� :P �r --4--f 4 0' v C I S �. 060 N N , . ^' : - �T Q� �YA� 2`>?+7;� T:0 -AN- Sj. r_ .; - - - I P 0�'ILE AL QQ / - - � ti o� _ i HORIZ f 40 m # 3• >� t S. - r; , ` `' I N i VERT 14 ' . , r a , i . i . . 1 - I _. , ..r r z . , ` , , �I jj _ 20 2 G. 2 23 24 06 25 26 27 1� e '' o L A GLORIA =m i r'+'3' v 2 8 2 9 30 31 h� �- o` 2 t ti k • y a • w V� M. Q w (FEE i�-/7-r ti 0 u h I W� 4 B NY a o o / in ` Z v I� (` h ; t. �Q % . `4 0 b I ��� ,- �- o o �� 5 „� I 40 0.4 Nk o z I- ; i I J N I N -1 J h 4 C R i, 2 2' I 2 2' ry s U. ice/ Z ■ i AR H ALD ') _ � u U� �� a� \� kt °� 1.3 � � ���� 16 ; 0 1 N. 3 �Q 2�1 3 � , ��_-, AVENUE a * _ � 2 _ v� v I. Q2 1 1 , M _1 �ti / w � _ QI. - - 'A � v t k v v J 1 o I o.5 1 24 , ►e Fr W Q v "' 0 -k I. W t' f` F•• i. y I I c� v Q 0 t v c M (V. V A[( Tip S ►N/TN/,V R/W /A/ TN/f N ` ♦ �- o � W ! v f i W +. a 0 i • QP Amoco ,v, v,. I � z L - I ' 46.5 e_s I 1 ,? y, ��u� i ♦2 W I � ,I vae/c�s _- �E 1�1 h v l h 4 3 g Q - ro Bt �E.w OrEA0 ExCEPT w h L E 41 z Il j J .I.9 NO/EO- 10 0 /t' yy Iv v, 004 i _�� v Q �, W� h o x i7 ♦• W\ 0 � •t* ►• ►• I � 4 6 '�' t► s k $ a�W s� sr.s' fv 2�vIZOv V . o uW : C . v t Fes, �.i h I f- I /r t 0 4 �41� 'DETAIL ooQ p�� o � " . h��,q a 1_ z �+ 1 W W I a n n 1. �i E -- - h I a a D o W / z, y r y : to o �c H . i 4 9 (` i ` It !' W NTS o' � �` a 21 f I 0W 3 z .� 3 twbs / r. 6 v w '1 �, ► } 31 F, sl ( - S tL' s,IFo' �P o PQ t & w V V _ > t Wa 0 , • • t I3I'` , I } + ��� Oil / .O u11[/RF /MR J �� * N .b (i.' N Z�,O �a) ` ah� ^1 71 W i� 1 h •1C � W 1 V Z 0 L E _ :_T Z O °j _40 �. - _ ?� �. 3 e y r - : ,) - - �,.-.) - - - � � - - - C�.� ��' _ �, _ _ `� e i` 0 f -, 0� i � h V �a�� - 11 �0 r - `�' + a + ---- -- •- - O v - _ .- � _ +-.!- -- _4----- . • - K Z 7"IPCK ON V --- - --- - rEXI•JT CfG PER T.R 1636 _�. ____ / - - Ex�ST. CfG /SER T.P1136 /5 �I - -- --RIW C C'u� - -- - -- - _. _ _ _/ _.- _ Y f. - -- I A - _ r �Sp f 4= 9O'/3 07 R=30 DO W ` I ♦ t. A / - � . t --__- - - 31 .•�q• O W ,.. o EXigsrT.-30' WATER LINE S 1 � 4 ..�.. 9 • , _-.s - " I c�c �Ee re � 1. gg : �o // y Aix y / i e4 % ✓� \ 4a 2 31 J� ° ,� r - ,:� _/ _ / / / /� // ! y1. �/;' J / _ rs ! o cH a cv .4 V,&- y. , � � . _ , 7 � ,� // : _� ;/ice �, X�///, _ < ��/ / , �� _ _ `, / 23 i t / , I , ,7(//,/ �(�//// y T7 Zf' } / _ 7 . /' i J Bin YaN Sr (EOSrJ -77 1 • xf, ��VT �:w a, - ' �: f �� - - 11A �� ////, ��////" , i % 3 E O A.t. , t / /���Y / „ �� --- 0 �� . Ir / �. --- �u _ I _ _ _ l, , , , , . 1 J(1 , �` �� {,- .,.. tr( R .._ I gyp. �// } _ Il_ / I _ 1 ` *h _ _ - _ I t i f , > s /, >!, /_ - ,'r 1' v - _ , „ .._ / �� 1 c LASS szo-e-rs O'n ee is, i"( Z ` / ,;r, l / .re. /// F / r //j '--•t_._ _y " , - - - --- --- _-- -- - ^ __._ ,- �; - - - - _ _ _ - - - - - - - � ; 1, . ._, �` .4.- t - �� - -- _- - :- . , /,/ ® - _ _.` /, 1, L// .� .1` -/ ,/ t t , i _ _ a i �t j x. F STA. O 30.SO CB. Y✓•2 S"SHT f _ --4- �- j► - f •,I_/ / �, ,,' / 1 \ • / . 1" s , h ♦ $ i- 1 J '4 � / @fl --�- }} 4 q `q - z , J t , , , 9 �lH/ 17 -- - 5 �9 k> 4 1 - -_ - - �� !I - -r. s r ,.1 1 C G PER T IF 445 SECTION S S V � ,. '�.' � a �- � ��, � ,_ �. ---� ( q / ,1 , J/ M , ` - t 4 �� �� - - - _ _____ n µc> 4c.wL E _' l , Q c-, r= ` ni �f, is �>_ �,, t� s�o W \ a / � 4� O r \� 5t,o e� � I � Iq W w xz z _ • C z< �" ��_ / 4 1� - N lk w t 0 ., � a O v_ o� W i u'' - a >W� - ; = X w 7 a .)p ^ °; N I Q `11 31 -' Q • \ Rik/ nr ods y M.W.O �E,pM,9N�iVT Nr- v NO� .W a Q'�n 1 r. O O L ?/'. •cJ W I , �\ O .moi ,7 Q _ I �� ! � 1'< r V (Y -' 1`� W J W.. 3 �O 0 , _. - S C V 'a. Q �'� % �J � A (I F . 'o � �1 ,e/W CFEE� /ri OG -/I-� ov 7 r=w _J = N < _ �E- SC • _ W. ( m I' W 11 -L,•r % MW •R N ti < F s xo , I aF 7 3�' �y �0 �i / y �'+ • z � 1� � ♦ 1 `E < • /G� to 3 W > 1. I ' L o � V �l 1� O t` z 1� �V I , W a ���O (�� �� '� b t Q o '•'3 �'�Z Fa•. f =Iri o _ q� K. �M I ILr ! 0 d i •0 t EX/ST q.C. BE,2M 1�r. l l V �. \ i _ I Q l �� �( N r) � `NO 1 l t , a s 1� 1, a Jz ~ • J - 1 4 /D I - V Il �' \ _.".. h _ : S 1 N - N , - V . * ♦ 4 ^ C a W 1 r 1 < itt a 2' d°.' .1141,• '-f•07•• IV-30` , i ----I .r Z 1 Ir r W J '1 r/ ` h \�, * u � � cl / �- .� NI ' \ ✓ -Is : W Q i{) 1� i W r I % � �i 3 R I V3, � -�.� dam: y0 Do m R:10' I N t4- I ,it T - 2 4 0 I i `t ra W Q ✓ 0 p I ur < ;I t I I ti. c �`V`l �3' � N eRX 3@ .i ? `-� % h� I Fes= �.i ! - O , W kp c, 10 �, � d� i F N IN ;Zf . 00.6 I -o V ki y W 1 ' � 66� • f� > s A �� 4 K - -" - 0_ *10 � ; q `�, I L W i 3';' kN G ^� - y •"xl r - Q , O Q N '16 0 d w.ne�ac l ('/y`1 _.1 11 I I d' W V `l\ � 1 1 I �• Q 07) I � r- I 7 \ zz III0 1 , � , k (- _- I_ '­.- - I � ti , 1. r Ik !� A4 . n t ,) , q) 0 N -Ie '' - ok t �, h J` Q Y M.W.O. PERM,�Nf:v r R/►v IEEJ R 3 x -` ) I , +- i I t N GJtS CtlffVE ONTA DtTAr '/- � w` ' I I I f 1 (, ,. �` � I 3 6' 3 6 ' 1 ` "7 t- N t F� a 0 L 1 11 O I I I t4 / _• /p' ✓s` 0- EX CURQFGY/7TE ~ rltN� LOCATION SIGN �1 %^ ee �Y 69'/313 36.00 S6. JS. I N %- \- /I 1/ /p' 2 B• rLM' LOCATION MAIL BOX �. 1, \ 0 A, III Q _7 oop 3r �t I k% 2 v i (� I _ �T- z_ � `_"_ N I„ 4 z e e' _Q STREET DETAIL F m _ J ? I '" l .ro_-r- N.T. S. / z' s,rs :4 s' ss' / ALT /-oO% - 1: - +1 -7 _�/ Tr / t"` U T��, 9•��' t -+tel 00'f, . , : . I sol, p,�� 7Z.oN. .4- v ��jII��7rL^�� N 3T 't`IJ, I� •1i ST/P. GR • . c . ' I 0 . e -ate - \ a . , .o e e e . �1 Jr- ll % r $ � A • __• \� CITY OF � � " �k 1 I I , RANCHO CUCA M ONGA . /f U3 psi, t v`0 (/67e� a/4 PLAN 3 PROFILE h% l JZ' .,�r I ! rt v? b\ . ' ; TYPICAL SECTION TYPICAL_ ST10N_ ARCHIBALD AVENUE RECONSTRUCT l � �t,•�c� r* �� ° v (q� -STA. .2I+6 9 TQ 5TA. 2 3 _ SIA, 2_�5_D TSS �_TA� Z4+25 (q ti \� - _ - - - o a n 11 te n © _(4.f; r t \�, N i Ex. uN/nsQrar,-;\ 6X. c..,vGvc eP.,►.,x - 250 FEET NORTH O F LEMON AVE. TO BANYAN ST. ,r/yrr . ��, (ia �� )e x i� (/`ora) ,ef • w,►cc i i �.eor�cr/w�L.oCE -- - --------- - -_ _ a si ... ._ .r n d / to i \� I�.Osj� �!\\r� * / rb)I \M , I G•SO' - VAR/ES =,. 11 �' 7 s r / , 41 v � , e eurs RET s s Al V 1 A i�g. 2 , ►t�xJf�i��r k L �, f a"\» 1 P.eaA ,eEr w // // /2' /o e' e' APPROVED 8 _ ____ DATE Z `% 3 �' � t ►- i+. ti' 10 1 x//•_67 M/,V. __ ` 0` 3 -- l `I{ R Is r V . ` . r i I P.P. Ae'79x.) �- �I O - T - - - j r1 _ IIk I 1' TY &�_66 R.C.E.NQ 23Bd9 .. r - 4 4 . i r f , 1 ��t^� / L----I 9 ,eo o s.w. 3 . n •I• vA.ele -Z D� 00 0 - r SIC !' RECCE t€'�D: III y M , Q o�, P.ro a c. -_ I + r /` - •: •. T=- Q E.G __ . �►�"$ .f �t'y v �s, '� I� S L- _-- - . . -- - - .•• L_�-- . PL,�/✓ pY1tt EN^" fR - 1 ARCHIQALO . m AVE. °.;' ='-��-• / ' • its tAST�'sT ET >1NITt t ' IN • • • r • y ,, • • •. . • •• • • • • . • • - ._-.. K ..-... F - \- - - - - - - - - - , i_-�-� ORT , CALIF.wns m40 sip-tray D�TAIL _.If C 0 _ SEC 4N TYPICAL �ECTI�I - olr 40-: - - 1 STA. �4 t25 - 14 STs. �� 7 _ C�c�C11 - - , . _ _ N.T.S. .t r.• #t►ss,s!�_ t0sVv .�,rr . _ /,vr eo Glc)-4'/.m l>sl __ ._- - N.T S. :!rGu RRA xp s s1 s� ,A' .,4a Rct•N•.29224 914 _ r - H_..._ .a __. - _.- _.,