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HomeMy WebLinkAbout828 , . , I a a - - d BENCH MAR #17-B s K I.. . I. 4 _ s - k 4 I.... a { .. ,a a ._. tt F % _y ._ d ..b q 4 i _.} } 5 ,� .. d _..4 q I t - }.. t .a e- _4 -i :¢. i ... ... _. _ _ .-, .i ...} .. _a ..-.i d _..,4. .{ a. ,4 .� i _ 1 ...{ .. .1. j --. j ...i..: .1 I -Y , . i i .. , e 1111.° - I -+ :I s : _ 1 { _ { :. . _I - a k - NW j . 9 } } s < € t + ? I ? t J ! f t I 1 AT THE CORNER OF VINEYARD AVE. AND _ 4 _ __ _ __ _. - _ _ __ _ _ " _ - _ , I $ I a I FOOTHILL BLVD., 32 FEET WEST OF VINEYARD AVE. I { I i - , -I # r , - AND 77 FEET NORTH OF FOOTHILL_ _ �. 00 HI B _ _ _ _ _ _. _ _ _..: _ : _ _ _ _. �_ 1111 _._ 1111 :__: 11.11 _._�� 1111. _ _.. __ 1111:: ___� _ __ ___ 1111. 1111 x__.. ._.__. .__ .: -. _ .. . _.. _ �. 1111. __:_ .__ __-_ 1111_ __ _. _ � LVD. SET _ w ? + 1 i BRASS DISK ON TOP CURB ON THE NORTH END OF i �b - _ _ _ _ . _ , . - - I q _ { CURB RETURN, STAMPED SAN BERNARDINO COUNTY -11 ## / - _ � W L _ :. :.: ...-1-- _ _:__�.iI - .: -1-1 -� ,__ �. ,.. SURVEYOR 19 0 B - t , _ _� _ A, # f _ _ : i }9j _. : I T jF ' 7 M l�7 24. 1,"" # 4 } I } ; t : < _. -} - f 1111 - .. + .. 1111,., ..¢_. 1111, d 1111. 1111_,. 1111 .. .{ 1111. }} y j (([ s} k 1111." _ 4 ` "..d. ` ' ": .. j _ _ ¢ _..b 1111 .. � .._.._. ._.._ } 1111 .{{} .{[{ ... 1111_ '9}pf ._. }{f{ .. ..�. _. ._. P y. p _.. ...a._ I r _1 ..1111. _....._I .....,. _ "1111. __,...._. .< 1111. __. ,.. .. .. .. 1111.. ,�. _ ,T 1111 .. i d { { d d. _.d- -t r - d '{ k S A C.. .. ... T.... ..Y._ -. 4 _' a �•�1 � � i _ :'Y i :-, y 1111 � � . f _! �- - ' � # _ _ ` I � * j p a ... ° � 4 _I f a }__. ..' § .. } .. ° -: -. .. - } _{ i � 3 jj ELEVATION 12 31 92 7 - _ _ _ I I x , 4 I . , . . n : .: _fir _ _ : . $ _ I �- _ �_. 1 _� _ _ _I . I . fj t : ` ��- ! �� ' - 1 I 4 - ."� I a I .. _ t .:`. .. _ ... ._ i - - -p_. q b j j i + - -,} _ } - i _. .. ,{ - '• _ 1111 _ ... 1111_ _ .. _ ." :. 1111 _:. 11:11. -._ ___1 __.: _ � y ::' T}{j .. 1.111 _ 1111.. ...y... }f#} :. .'{f}[ ,_ -. 1111 .;}$} 1 111.__ {}} _.... _ ...{{p ,._... .,_ - ..._...,_..,{}}{ .. 1111..:- _{}F[.11114" _ _ 1: .. 1111. .."y{!jq 1 111,.{F _.... _. }} .. {{ 1111.;¢4 _ {... .__d. 1111 __. .. _ ........ 1111._ 1111._. .____.' .:_._ d..__,.. ,{ _..ij((.._,..jj < x ._ 1111 _ 6 _ } w:�r}# - �.,.1111... _.. 1111 'Y { ...�. }{{ -_ 3 d '^"t h ^! ^t. d i d d d k 4 `4 T t A jj "3 k p{} F } 5 i i I %I (•✓/� T� 8 4` 5 { i} _ e y ._i d _,. .. 1111.. I .. ...- _ ' t �. ¢ I 11 I {I _ t _{ - {} + { /� d40� ..y{. i k d �/w�� .d .. k b } _. 111{1 -1.. _ _ /Tf/ i �'6S - i 'V - _ _ �. 11:11 .. ._ :..__. ..1111 . ._. ..4 _I 1111.. 1111 .. }gj }{j - f _.. _ij 5 . -:-.1 ... __ [elj -I 11 -1\ /. �(�. F - -d ,li i y : - _ _ 1111 ..: - d - < c - �} Y GENERAL NOTES 1 }} i � .. _ 1111__, m_,__. _...� .._.� 4�3 .,. --.1 . ___. _ - __w_ _ - 4 � # I W _ 0.___ o _ �_ .- 1111 : . , : b. , d : .{ , , t . : b 6111 � _ .�._ v _ _, v 1111 ;� a , .. :. 5 F 5 < 1 i 1 r s - _ a i _- $ V /. gg iy t G jj }y� _.: .._ _.W. 1111:._ .. _ -.-. 1 11.._ .1._11-11 ._... _ y}E.,.. .__ i _ _ } . { 4 . ; 1 i. _ .I 1111. F _.. {� I _.$_ ..:_ r : �, ! p r �"V+- `_� f �•♦ tr "" j... ". - b "* ... ... ...J- b- 4 # j } j-: j } - - ..l I _ r { /� 1111. =iF - _ - - ,. - _ : :. - _ ; _ ' �. j. -1 _ I - i. F 3 i i t q �o ° ti V 1 t t. 1111 - 1 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS THE CITY OF RANCHO CUCAMONGA _.. _ - _ - d -.- __..,._.. - 1111.. . - T t..r- ... _.._.. ...___,_ ...,7{J._<_- - ._ 1111.__. - .. ......:. ._...jgj....... _. ...4 .a . . j _ 4 - -_� 1 , 1 -_j._ _ _... i:.1 1. 4 t4, . - . � ,^ ._ 1J _ w � . '� . _. _.' .8 _. .} ._.} .E.. ; c d f .I,C q 5 ? _ i -fes "' F d 11'11 .( _ i 4 3 `� 1 `n I "J r i i ?�- s _- f I STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORK V t /. 1 _ t a S CONSTRUCTION CURRENT 1\ N \ nt # V! �. I l Y T I 5 1111 ; '_ _ _ -. {t9 1111.. ,. ... 1. .. ....... "d.1111 1111. 1111.. _.. _d 1111 .. 1111. a_ _ . j 4 1 . I I -1. .11: - i nv\ � 5 - k I ; V -� - �' : { -` - ' = Z.z f t _� - - 1111_.:+ .. _. 1111-t _._< ' 4. .: .1 - :' 1111:I -.� 11::11 - 4 1 - a EDITION. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BL'- RESPONSIBLE FOR ADHERENCE TO I �, K , n t -tom 'Ir 11 - _ __: -111 + _. THESE STANDARDS AND SPECIFICATIONS. 1 1 t i ::.. _, ill _.. 1111 _ .v ..b ; 1 ♦ .+ I L�3 �� , i _- w __ t. . .} .. . I a $$ I �. 't, �, Q- tv lV /_ ���, t#. I t 1 I t i I 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, I�3Ct�T1I�I� L'[ TC (\� I t� F F , ; j , .. 1 4 t \ \ V \ . 1` N, � wi f `) 1 i 2- r t t VALVES, FIRE HYDRANTS ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY y{F__..__ d I p s + {{{ _. .; {$+} n__.. _ }p .._ t. .-t , E RIGHT OF WAY ..p {. : : d 6 ...b. y. R i k I� d_ .}.. '� ¢ r- d e { 6 ..� p W 34 - i 4 -{" .�..1111.} 6 ..}:.: _.. ..,� # ...P I 4, : .. .. � � : -, � N � : 1 ; \ , t x _.",i.. � : ' _ ; ' - =L. _. .,�- ° t :: 1 _ -; , i LIMITS OR IN ADJACENT/, ' r' _ 1 i T� _i CE AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, $2 = I 1 I ¢¢ _. _. i ._{ .., .. 1111". ... -•4 1111..._......d1111..... 1111.., .._..1. 11 I - .......,I _._.- i F . ��?\�, __ _ 4 ro_ - i �) y, .� f `N _ {\*i (� Z - _ }}, i . L� } 0► 4 � i � + RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF I } N : 8/ 9 CUCAMONGA. Q RANCHO {{ + I r § i F : : a I I \ p I. a ....4. _. .: .. . _ . - 1111, ; 1111 ; l x -.__ .. _. _, t - t _..f #_ n }u{�j /.G _ _ _-.i_ 1111.� _. t 4 4 ` t i( f}}} i i < .i.. } _.. } V ( �Q(}t n_f+. �..¢_ _ .{/ -+ _ _ t _ :. ', , '€ ._ k } } 1 a I I -1. j 1111 _ y __ { _ i i { } t 4 _ # - r < i 4, / b T �` 4 j i11t. 1111 1111 1111 1111 1111##1111 -:.: _ .. .._.. 1111. - " d.. _.._.'{ - . , O < .. . ., _ .. <:.: _- r- j I I , t �.; i - - 1 '� A Q 0' fiO , _ , ;_ t - - 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIM �. �� _ E SELF WITH THE SITE t $ +,g ► r p I N �9 �' �' p +� I _ L t t I ► t4 h : - : q IJ AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE T XI �3, � z. I 1111 . O EXISTING 270 t _ __ __ -_ � � L -__ --. _ _... .. .__. __ _ IQ N \ �: C 8 NG FACILITIES RESULTING DIRECTLY ll O b -' � � I 1 1 i \ �' t `�� ; t I _= ti 'OR INDIRECTLY FROM HIS OPERATIONS WHETHER OR O yy, N+ k4 , j7 {{ y N }/n• :p ; �t� I 4y I I {, 4 j } I h� N N -4 M d U {{{��' \{ I , NOT SUCH FACILITIES ARE SHOWN ON THESE : 4 i i t _ '< � ^I d , .4_ _ _.. .4 �.a y e V ........... ...... ....... a... A 1 1111"4 _. f.. .I_.._�..�L .. , � V E ..,} _. q 1111.q. 2 k # .} _ .. S. ..s. 11}11 N �- H �. I 4 � L 1 I # 1 , _. I N N \ tai N, t,; l 1 -- _ PLANS. It-0 I - , _ , l o a � �l �i _;_ _ r , � � 'N tv i { i + _ y' \, "_. .. .4e , . 11:, _ .: -. - .. ...� ;. d._ _d. t 1111. -3 .4 d. ,. :: ...� _!_._.:. I a 1 � , & N N tV I < �t1 S - i s ; '^- 1111 r b , . e {( t 4 vl (� a . # i - . • L- c 1 I7� i < 1 t ty \ `� t 1 • K1 N , f 1�1 � i , t d 11 p L I , 2. } ev �,. r I1 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING DEPARTMENT I N�i n r �` vl N < i _ , ti n 1 r1 I{ j y� O O. _j9[ . V $t{ _ } _ t ._.._. p t 1_.._.-}¢r.__._: _.. 1111_- b .5 .,.......111 1 a.1111.,..,. .,_}- .,_... .VJ . n .....11 11 __,{ b _...d - p E 4 d . --4.� ,�'�� _. 3 "d - 4 ._, -d .° I- J } 4 T § t N �! � + N i O �]+ I �, J �/y �, f��y� t�1(� I �1 d a 1 t I I PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN CITY OF RANCHO CUCAMONGA EASEMENT �•• i # E 9 f► q I 1 ... __ I I - `V § t f t 8 4 - t �� 4 - .. 11.11 to .r t _ jtq i O I t i + _j : I '. ? __ {j .. < ._-s .1._. OR RIGHT-OF-WAY. ..d 1111 - N N b d 1111 .< s _} 0 _ t i I : 1 'V , # ...:f ' .. _t. � .t .::j._ .q .j.: ,4 a ,. I \�.�:v : N\v p : .. I 1111 b O . 1 ' • • V i d ; .[ :�t } .. i -? { a _..E F _4 .. F 1 i -f 1 < { MIR 1111. �" (� i , • } _ , I - > o- \ /;p _ .. } j x V Q� c a € I _ - _ } 4 + 9 44 1 �y { ._. .,..... .. 1111 , a.. _...d _::: T .t._.. .J a 1 x p A Y� 1111 _k. r _... q y.. 1111 .. .,. -y... ._ I... ..g ..y - ..I. _ 4 ..I 4` ; I :.I t t I. 1 ul tg 61 i x 10 �; - ALL GRA T I v 1; t- + _ yy Ty' _ eA p R�, _;-_} _ I _ 1 1 a I Y)t{ S. A DES STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES SHALL BE SET I - a. _.. _ i 4 1 b i _ .i\r.y c N - T Nt § a Y!•� # ♦ _ _ _ d� _�.__-i_ _ jy� /'^Q I y - b i F 4. 1 't I !.WR4W4 !' : R! - _ i ... 1111 1111, 1111._ CJ=� c i. 1. ` ` ,, I __ 1111 :: 1 #E t. 1 ,_ _: _ : -1- i ll1 1 l _, , -_ _ ° `f' ti 4 4 ,, f � ,. _ .4 _ _.L .. _.. _ { AT ALL HINGE POINTS EDGE OF PAVEMENT POINTS WITH - N tt _ tq $ 1 1 \ , IN 0.01 FOOT OF SUB GRADE ELEVATION AND AT 1 I i I : � � r t N i 1 I NOT MORE THAN SO FOOT INTERVALS. ADDITIONAL PAVING- - 4 _ L \l 1 V NG STAKES MAY BE REQUIRED BY CITY d__ 4 _I_ z . . __ _ __ _ _ . a - . _ 4 _:_ a _ : . { 1 � q . � i t `�' tn 1m { {# a _: _ 1 ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. �t ¢ y}{ I i € _ j _ .. - ; = ¢ a - .� k •� _ Im •� .. :i € -_ _ d /O. - :: t 4 -i- 11:31 .a { _{ _. ,} i ,.. 1 t a v1� 4 _.. 1111 t - $ 4 i 1 . I . I , 2 _I -1. I _:i _. _. -. I .,, � _ � �1 s � � � � � N �rlu � � �1l1 � � � � � t jjj}}} r °¢. _i -i :i f ! 1 i I _ { f t } I d } ^' r 1- + -x. _ i _. _ a b - �L _ .4 { -1 i - o - I ..p. . _ i t - 1111 t t t 6. ALL SEWER WATER ELECTRIC GAS PHONE OR OTHER TI IT I p 1 a I I.2 V .. t rjj _ I _ _ �: U L Y LATERALS MAINS OR CROSSINGS f} p pp ..._) _, _- t 4 .'7 -% -- .: '..# ..y.. . ..I _,_.._..._..; _ :_.::: j ..-, I. �....1111. ,... .. .,. .. ..L._.... ."�,.1'.,.... -'t 1111,..: 1111 1111.__ ........ 11:11.. . _.-d: .;. -.1 .. j .:. j :� _. - :.; , _ ::1311 :_ , , , , , , I t . P �i ( lg.lkl t) •_- ; ;4- t n � �A u! c£�Z6UwE�3 � � t I ' 1 t - I , SHALL BE CONSTRUCTED PRIOR TO PAVING. 3 § ` 3 t . } t t t 4 t I 5 I i ` i I I a .. � _�I i+�� i. Is ♦ 1 - _ . _ dr Nr,s � >ib _ _ _ �n r _ .. , . _ _ _. t _ _ 4 _ LIICJ _.L.� m�� ,_.,... �._ 1111 .� . __, .,m_._. _._1 . � ...,. „__. _ �,�_m_ ,_ ... , . a�._._.1{... , 1 ��w w,_ _ ,_ x t 1 1 _ _ : . l _, , s F � -< e } i p i i ¢ } - 5 - f -} } I a { - ` a - - f h 4 { -`-d_.�``....,. I 1 a I - 1 i i n I 1 . 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION TRENCH BACKFILL COMPACTING ORIGINAL _ 1141 a- N _. fl ; t <2.� , , 31 -1 i I I d 4 . 1 w_ . _ ___ 11:.11 gg _{{ _ _ .__ __ _ t $ . .< i 11_: 11.. . . . .. 1 .. ".1.,.. _._ _ ._1 ,..I. ,..._{._... 1111 1 _ _ I I 1 1 + _ t .. d 7 �. - # 1 1. E - ; ; F I 4 _ 1fl 4 I t N F f 1 . ; I ; , �- I SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO ��//� { GROUND AND ALL SUB GR _ `r _.. - 1:11 1 .. T _ } . t + # 1 1 11 .. 1 - _1._.-...._ 111 1.. "__..,... _ z ". ff .._ +}( j. }#¢r - __ 1111_ _..... .1111 _. .. .. __ ., .. .. . _ ._ 1111 -t. d 4 d- _ _ I � � � � � � � 1 � � }¢( � � 1 I t E � � I N � }7 A -. �. � � - CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY I ± - a t --I I -__j: .a 1111:._I 1 .I _.}' I - } 4 -.'} ; { ' .:. _ -. :J Al '-' ; - { _ v - } _ ... -{ e - I t � 1 ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. F I - / # _ _ _ - __ .__.. - .. - _ _ _.::� __ _ _ _ . _�. 1111. � _ _� I �- : _ b i 7 � 33 1 <_ { , _ _._ ..: .. 1111 _ _.. 1111 _, 1111. - - _.. 1... _ _ .. _. .j. .. :. _ { 4 _. _ _ ' : ,;. - : b _..p _, _ _( _1111 .. 4 4 I 1++ .. _ .._.. ..... :.. ... _. .. .. 1111._ _ -111 1._ I < 1 __. 1111.. ( _ - _ _ .. 1111 .. .......... .. ,.,"_"..a_ .11.11.1.. ._1111.- 1111 ., .. 1111_ .. 1 ."1111 .. .. _... F _._.. _. 1111 .. _ ._. .b 1111_{ 1111:. __ ._ _ } __ ___ _ __ . . 4 _ _ .. _ _ I 1 1 b q $ 1 m N I,. 1 1 1 1 S. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER i I } �. , . -' . ..+ :N a A 6ti I } LISTING A TESTS ORDETERMINATIONS T FYSTABILITY, OIL ONT NT D I 1 I t _ 4 _ : L ALL O VERI CONTENT AN t ! a _ . - 1111_ _ _ __ . �� __ _ . �: � _._. �- __ � �-_ �:: : _ ,. 4 1 f I I 1 t._ ._ _.. I t I { IZ 1 I` p $ GRADATION OF ASPHALT PAVING. i :: I I a N 1111 .. _. ... _.: : i _ __ V til .» _ I I } __.. t f 4 I4 .; _ : - _.. _ _ 1111 .. _ 1111 _:_. 1111.. i } __. 1111. j __ _ I 1111. ._ __ .. .. 1111:... __ _.__ ._.L_..- #, # ._ . . 1 _ } } + i 1 { }1111 fA v , g 44 - e 1 - - - -_ - 1111-_- - - - - - - 1111 - 1111 -_ -' - - - :-.�{ : � 4 -.` 1 - - _t 9. PRIOR TO INSTALLATIN OF ANY PAVING A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY € It "-�Z,�A/,�5; 4frE + � .v c e $O a ? - ._._ . ._ _ _ _ __ _ . 1111_. _,w_ _4 _ _ - _ .. _ . i I 5/DEWA[x' � � ,577A T/DAIS . I _ _ t t I 1 ' 1 ENGINEER. LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY: R-VALUE, SIEVE ANALYSIS _ .. : - 11 11 _ _ 1 {{ ...{{ _ �_ _. _.__. -_-,: __„_� ___ ._._..._ . .:,_ __. 11.11. - . 1-111........ . ,�:._ t � � _ I { , -1 I i - 1- I 3 I I It AND SANDE EQUIVALENT OF AGGREGATE BASE. 6 a ¢ ; , . < s ,..I 1111 . I , q t i I ? - - } - ! } ICE - __. .:. ° _. -I _ - t � e t t d x } i 4 jtj { , 4. i ` . .. .. .. _ _ } I .. 4 4. i I ` b k 3 ;- / 1111... _ # # _ __ .. _ 1111_ ._ _ _.,.: 1 _"_ -__. _, _ 1111. 1111_. ___.-, -. :.. -. _ ..__ . . _. .3 .- .- : , I -, I 1 _} t t y Ff i f I I I H IMPROVEMENTS I i I 1 } 1 t j ! j 1 10. WHEN ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL, { t I 1 I I I 1 1 I ERT I 14 I _. _ 1 t ; 1. __. _. __ _ a_. -,. _ 11«11.,. 1111.. _. ,___. ._ »-- _ <.�_ � «..a �-,:.:..... �...,w .u...:... -A t.. y ..� ..R .,b„.... 4. I _ - u > __ _ „11.11�_.>.�.__.. < _. _-#___ I _ __ _ . _ r a. 4 . _. ._r - _ "_1. . ,_<.,_._., . ._ . _I ._..1- _�.._..,. _..�._....+ ,_ .__ . t �- � � 1 � THE SUB GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB- G -j $ 5 10 11 12 13 14 GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A e) 7 `O g 4' 5 2 I --- S/L�I�YAIA,I S7A71'0A/S 0n1L`/ QUALITY BETTER THAN THE NATIVE MATERIAL. +�DNSTICLtc-neN NoTa3 4 aLj,&NTITY MVSTIMI.4TI CIARVE DATA 11. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERILANT REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S la-- SAWGUT AND RENtoVE EXISTING PAVEMENT FOM SM00TH JOIN • - -- God SF 12 CoNsT1�UGT .s_rmE'r LICHT Oat LUMEN 4F?sv. ) - S E-7A • A /8, /� /�co, �/3 1772' RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. Q-- REMOVE QUID pt-:SPoSE or EX STING TREES •REFI-AC- •WIT+-( I=CAS,• srzP_ --- G Imo- 13 CONSTRUC,T WHEeLCHAIR RAMP Fr--F? CAL TRAWS STD M6-B.CA9G E- 2 EA - 95 52' 27'.5¢" /00&V• .5•�' 29// 12. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE Tt[t �,R N►G1+ws.Y DESIGIJ MIWUAt� st=y. -902 • C ' /•3'¢2" 75.OrJ' X3./3 33.57' DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES 3a--RELD�TE AND MoPIt=Y t�15TINs TRAFt=tc SIC►JAL P�rC SNEET 2 of 2 1111 2 1�A D 52� i8 • ,? .5aa�" 45 5' Z BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT 4�- CONSTRUCT Go1JCK=TE CURE AND GUTTER PER STATE S`I'D• WO-A TYPE A2-0 550 E-P E 22'.�/' 57' 70.00' 2753' /3.9¢* SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE 5�- COtJSTRUGT C4NCKETE DRIVEWAY APPPC0I�4G}{ PER CITY STD- 30G . 1111- 2 EA.. F 90' ��C?�" 24Lt� 3/.4/' 2Q00' OTHER ITEMS OF WORK. & 22`.3/ /D /�.Gb '�� /9.9/ 13. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBERS 401 AND 402 SHALL BE �-- GONSTRLIGT ME.4AIDERING COtJGRETE SID(-WA1._K(4-o VARYING WIDTH PER,CITY - 9570 SF H ,��49'�-� /��' lP¢•X91' - '30' CONSTRUCTED AT EACH INTERSECTION. STD. 304 AND PER LANDSCAPE ARCH(TELT- PLANS . 4% 1 32 �' /lam 75zo, ¢209' 0161, O-- DONSTKUr,T O.O-e' AG OV�L.AY To LAN E " LIIJE .- - - - - 5,000 81~ ✓ Z¢�4_7'¢3" 70.001 39.29' /.5.139' � 14. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE s6t= a t•uort +► d4�) K Lam` GYo'/¢�� / .m, ,91 /0.4:01-j/D•lo3 CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE 0S Co"STRUCT a AC AVER COMPACTED MATIVE MATE=RIAL. - - 10,800 SP REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. Cgs-- CONST,KUCT VARIABLE THICKNESS AC OVERI.A,Y. - - - ?, 900 A-16 F= 15. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE, @�_ CONSTKUCT LIMITED ACCE'S'S CURB �.S' LOMC,) MK CITY STD. WS • 2.r LV= THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. &- CtO� 1•ISTlR.uc-r PRE.CJ,5T CXJI ,-KET•E TURF- 13=1< 13Y A_,S IATED CDMCs[ETE PKODUGfj 200 sl= 16. CONTACT ALL UTILITY COMPANIES AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION. • IMC. OK I_QU�4L NG'E ELECTRIC IS OVERHEAD 17 ENGROAGHMMNT MMMIT' 19 ICEQUIMMP F-'ICOM CAL-TTTANS f-Riom To I�INr, AmY WOMK 3 WITHIN THE STATE HIGHWAY I[I�HT OF WAY - < / X27 RCP -r �27"RCP_ ��RCP _�...�� - - p I CATCRSASIN -._- . ' -- -' 4111_ � "RNI ORAN,*/ ; 18. ALL WORK WITHIW THS 1-HGNWAY MIGHT OF WAY SHALL 115E TV rv'TATL $rAA1D�RaS. __- L' a 3 _ N __ ._ _ - -1111-... - 1111- _ _ 11111111 1111.; _ ... __. 11.. _.._ . __ F. - - _ - - __ -_. 1111 _ r+ _. _ . T- -1111.. _ - - �-- - t_ _ _ .� ,- _ _ T t9. 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AND PROFILE y _ v W h C/TY OF L74i1/CNO t �• �, N ( \ iu . 1 h f'' I it E'X. S/p�_WaGK , �� I , \q GUCAMO�/GA . <� v 1 �\ �'pNl9 N Q o v h N ^ o p Z z FOOTHILL BOULF-V�ARD E�CIST1NEs IMPROVEMENT 1w K r, , 11 * /5.-,v S��yVAt,w, ASeMENT !V , l0 y. 41 Ill FMOM G"15 EAST OF VI N MYA[[D ^VE - �, �p . i V AP 12 >! h TO THE Ci TY OF RAnICL40 '� I�E� DR 7B-II 't n - N >d E.XISTIIVG' [MPmv\16MENTS < • p�WING NO. 314 4� /2 IG, t / �, \ CC/CAMONGA . < m��1� ( S��v�D T� 1323 ' EAST OF:- VtNEYA.I[D AVE. k Z MM VfrAWIWG W. 431 4p 6 p I�vE.DPMENT REVIEW No. a3 -13 I Itofu• x h M OT'E aG OVERLAY sHouL� IaE T""SIT10"MD To GIVE w J APPROVED BY DATE 11 A sN'1©OTH KtVe AT I�TH c�IDS OF Tl-4E PM0,1ecr• ANY -1 It f PRD.iEGT LTtON , _ _ 0 g N J CITY ENGINEER R.C.E NO 23889 _ _ - _ NDTIGEA•131� DISN �f' SHOULD S� ELIMIt ATI=D - - i''-3J . 3.� f-/�- � �j l ' X[$O, Tf+�E E�E01- Tr4 F-Oil4iQLAy S�G/LD A-4ZZ O/VTfIE AVEjW - 2 L' DESIGN t/, RECOMMENDED - - 1111 �� f �� •:• N soUrHc,QL y G4/1/E L/it/E ll�.�E�'PC POS S�SLE (, ' E STy/P/�V� +� �J[RDW tit GHW/�Y EK F .l t-1 �r Y I L I A Ui S O�! a ' S C M J D �G 4_...'�"_ u�a,f. # StryC-WA.L.K TO 13� TH[nG -- FizDM -,TA. G t 94.So To ST.+►. -1+21•BO �c fs't' rAVEMENT _ 1111 I O!�/V S//fr'T 3 0, -3) INLAND EMPIRE OFFICE r DRAWN 1630 E FRANCIS ST., SUITE 0,ONTARIO, CA.91761 SHEET T I = iso r VICIMITY MAID (7111947.0447 4 t OF i• - N TS CHECKED xce -J-487L DRAWING NO. TYPI CAL STREET SECTION CITY 16- 3- 03 828 J N $131'"[1 i