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HomeMy WebLinkAbout2234 ir AM H C C IN CITY OF RAC AMONk�223A low 10ft IL Alp #%YM D/ W or-wlamD ANIft' 9 MEM"' Us mmm'kAm la AM AM AM AM L to; An T Iff N umERAL s NOTES. 1. All work shall conform to the City of Rancho Cucamonga Standard Drawings and the Standard Specifications for Public Works Construction, (Green Book), 2003 Edition and including the and 2005 supplement. AM MM M min M . Public and Privateutilities and substructures shown hereon arefrom available records. AWM Contractor shall nil for protecting all utilities and substructures a shown within e owl The m mCAm m`s0N'& mGA construction limits of this project and shall be responsible for any damage as a result of the construction operations. • The Contractor shall notify Underground Service Alert 1-800-422-4133 and the following utilities two roject working days prior to construction or regarding any problems. Site Southem California Edison Co. - EMERGENCY ONLY QQ 11-1911 `'<`:, p ` . Southern Calefa ea Gas Co. - EEG ONLY OQ 427-200 i 1 ect 0 P �"4 r . . ; �' SHEET INDEX ,: _ YrlZOn Co. 90 469-6340 E , .� `�' E .✓ _,`4W . Charter Counica#ions Jun Caalon 951 343 5171 a Cucamonga County Water District - EMERGENCY ONLY 909 7-2911. TITLE SHEET r cn _ Almond Rd q} t! _�.k��yt_mE"m4{p•;A7',_.: r.�!gFp,_rt_t; _k(1"`Tf-^,.._`°._.-,'.` • The contractor hall notify Rancho Cucamonga Police Department, C of Rancho WPw# ,[► , PLAN AND PROFILE (N/S FOOTHILL BLVD. /Cucamonga Fire Department and any affected ch 1 district,ct, 72 hours to construction Hillside d i tar�Au.indicatin any detour and/or road clow • � _ elson V � 1 ! • LAN AND PROFILE (N/S FOOTHILL BLVD. W/O ARCHIBALD AVE.) eon at For inspection of this project, the Contractor shall contact the Public o • Banyan S , _Y _. 477-2740, ext. ° onay �g r M .. `„b r• t.. i l t r ( �L..�•:,, RouteY 4. PLAN (NEC HELLMAN AVE. AND SIXTH S VINEYARD ' / .Thursday, pen i�start a • u der construction) n) ighland vS/O NINTH ST & SOUTHERLY D/W OF CARNELIAN ELEM. SCHOOL) 17 g w tt.6• it shall obtain from the Ci of Rancho Cucamonga prior to any construction or r PLAN (DRIVEWAYS AT EAST SIDE OF HELLMAN AVE. AND SOUTH kvencroachment within any Ge of Rancho Cucamonga t r rights—of—way. 7- 1-17i Base Li „ OF BASE LINE RD.) E. e t ec lanes ona pavement and SPECIFONs7. Duringthe construction o MonsIon 1 Ione in c e eon shall v• for each ®ex iN direction oft l on {{ street at all t•mes• shall main unobstructed. .._ � Foothe I- I-- 8. 8. The Contractor shall familiarizehemself with all undergroundround utilities. structures, and shall Arra take sole responsibility for the repair/replacement, at no cost to the Ci t . -� •q,.>j �-_:� � _ _i �`fi± _ � �� � A ty, for any damage to said raw Rt anderground r, • 10 Freeway Contractor shall verify all condition anddimensionssha n on lan at the site • prior to commencement of any a • 1discrepanciesshall reported for direction immediately o the Ci iat l ;`�`� xC , Int t:: R N= µ fir' • „ kgcr .__ .. - �; ; =,- 4th St 10. On the date and at the time of the submittal of the Bidder's Proposal the Prime Contractor shall ° > s I� £�-- - - N possess any and all contractor licenses. in forman classa requiredan and allapplicable ��•• µa c s~N Wit.. ,`._. las with any and all o t o to under this contract; Including but not _ 'l Freeway t limited to a Class N NL•cense (General n •n ri•n Contractor) or a Specialty CloseN Nlicense •c n a sufficient to cover all the work to be performedthe Prime p Contractor in accordance with thea- .3 -- ue provisions of the Cont or's License La (California sin and Professions Code, coon 700v t. seq.} and rules and regulations adopted pursuant thereto. e VICINITY NOT TO SCALE I TI CONSTRUCTION NOTES I existing survey monuments that will be disturbedby this project shall be referenced and reset by 1 CONSTRUCT N I °- C C Si P C • 103, D VARIES TO 7.5 the Ce Construction Surveyor in accordance with teen 771 of the CaliforniaeSurveyors Act. C AC P F ICK Monumentsfound y research of available City records and by field survey o shown on the plans0- and ( ) described as follows: (Z 5-� C U Y i • 11 1 4 RELOCATE Found " brass disk BM stamped *SB CO BM 00823" at northwest comer of Foothill Blvd. 0— C UT and Archibald Ave. (See Sheet 3) &�— (D6 - MATCH EXISTING 7 CONSTRUCT PGC RETAINING CURB PER CITY STD. 104, TYPE Al a RESTORE IRRIGATION AND INSTALL SOD TO MATCH EXISTING. GRADE 5:1 9 REMOVE 10TRENCHv INSTALL CONDUIT, PULL BOXES, PULL ROPE, AND BACKFILL PER S.C.E. D 0 -6705 (INSTALL STREET LIGHTS 16000 LUMEN HPSV BY S.C.E.) 11CONSTRUCT COBBLESTONE CITY STD. 542, CASE 1 1 CONSTRUCT e THICK MODIFIED HANDICAPPED ° 102 & CALTRANS STD. ASSA 13 RESTORE TO MATCH EXISTING LANDSCAPINGINCLUDING IRRIGATION 14 ADJUST TO GRADE 15 CONSTRUCT CC DRIVE APPROACHPER CITY STD. 101, TYPE C 16 GLUE GE DELINEATOR 000NS17 TRUCT TYPE ( - ) P.C.C. CURB AND GUTTER PER CITY STD. 104 DESCRIPTIONOF REVISION 1 EXISTING AND INSTALL CAST IRO UND ID N C • 107- . T MATCH EXISTING INLET 2REMOVE EXIST. RETAINING WALL CONSTRUCT RETAINING WALL TYPE A PER CITY SM. 604. so% A's ACMONGA WALL FACE AND CAP SHALL MATCH EXIST. WALL INCLUDING L Ti 22 INSTALL e SCH 40 PVC PIPE, SLOPE TO DRAIN 23 REMOVE & REPLACE EXIST. CU OF TITLE 24 PROTECT IN PLACE Z.UU8/20UV IJU5 BAY, D/W ANU 25 INSTALL DETECTABLE WARNING SURFACE P C17Y STD. NO. 102 Underground Service I STRIPING T Qq— O C G D, L O E (S E•} S Q�QFEss�Oti AT VARIOUS I ONS Call: TOLL F • P 4a Q 7` D .. 1 -800-422-4133 � ENGINE 31 PAINT 8" SOLID WHITE LANE LINE WITH TYPE "G" : 7C • 133 y Gtr ,a TWO i Y E Y i 32 I 1 -1 SIG O P C 1- ®. 672 ® PIAN PREPARED BY: M td Exp. 06-30-09 PK C17Y OF RANCHO CUCAMONGA MAW 10500 CIVIC CENTER DRIVE civ`V y�• RANCHO CUCAMONGA, CA 91730 SHEET OF C %.®L* P CHSOM P.C.F. NO WAWING NO. 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I ----'_T,_,_'- 7',_,__, _:­_­__--�-�y'-�­:­- -7 7-7--�...­­"--�7­17-7, ,i", '"I 1411' : '' --___7 ­,-,-""' .............1,77'""'77"', , ,, " '' , , , , 11 11 I , I :_:___,j__ _,_'_'____ �:,__ ­11_,__,_�__1­___i____ -1 i i � � , I ,[ � , � ,I i I �,,'' ,, ",1_'_i,­��, ,",", I—, I 11, �, I I I I 11 I 11 , I I , ,, ,, � ,, : - ,__',_.... _i,:,L_"',""L",_'__:,�,"_1111 I III-"I I I I I ( , 11 I I i , 11 ­ I 11 , i ,", " I -11�11", :,,I I 11 I I 11 I ­ t I - I �I I I'll I I I I I I I I�� I i � , "I 1-1 ''I ''I'll", -11 1:"_1111 ,:'',- "" "I "'' ''I' ll I'll -1111 -11- 11 , " , , , , , , , , , "' I ''I'll'' _ 1 � � I i I I I � , ''I , _i, "I'' �-11 ':_�" � "''� I 1_ "�- :"'' , :, , -, ," 1, ': ,":,�,1,�,,""­_ ,, I'" " I � , 1, I,'1� I � � f I i � 11 � i , , , 1-11, 11 ':­�'�......�... i T I I � , 11 1� J I 1, � �, , t I i ::_ t, il � :,, ":, �:........: 1-:'_[1_ ,�'' 11 I "_," : :� ,�, , - " :::: , I I , 11,''I , � , ," 1,- I ''I I � I� I� '' I I I A, I _11"­:," 4" THICK PCC SIDEWALK FROM STA 16+00.21 TO STA 17+85.47 i'll"Ar"', I'll, I -1 I 1, t I ", I � ­­ 11­ 1-1-1 I I ­­­ 11� ­ I ­­ 11 "I 11,I", Ili '' _1" '''',","''I'"''" 11 I'll-1-11 I I :,," -":, ,'':, " , I - I'll , , :] I � � t � � I I "_]_'A_,"_�:_',:, ,-�,:'' �:­',�,,, i,-_-,, _ ,, , ­ "I - 11 i " I 11 I ...I, 11 �:: "I'll : 11 " "I I:,, , , � f, � i � I f­�-I-­__,_� ' ' , """," _1, I - I f .. .... _: .�: :'_1: i,: ['' , '' '' _", ,:,"," �' _:',, ' ' - .1 111.1111-1-­--1 1_11-1-11-111111 _­­­__-1.__1-1--_-- 11-11111-11 1-11-1-_­­-1��,,�,�-111-1.�-1111,�.�-111-11��-", '.­- - _�,�i_'11:.......�:_�: I,_: I '' �,�_,. 1-11,1111:11�,:�',,��,.:,:"�::,�',�i��"�-��--� '�,::,, '[ ­ � --'ll"''-111 -11-11- ,"'' 11111111-''Ill'', I 11-41111_11 1-11- _"i'___, " I—-1 I 1-1-111-1-1---1_111-__'_,__'i, 11-111 -1-.11--1-111-­­­ -1-11_11--11__-1- 111-11 _11111-1--1 �'111'­ , --11--1-1:1-1- , i, "Ill, I I'll, ­ I I i-I , -1-11 I -- -11 _""'i:_,_,''i- ,, _!_,,,,, "j"' " I'll'' , I I I t , 1 11 11 ­I � I I �:­, ­ I -11.111, -11-1111 "",�'��:�'.-""�,''-''..-.-�11-1111,�- ­­­­I—— ___'i...11 I- -41--__ I I I I 1 : j - f- I If , I " " - I -- ,'''' I'll -r,'' ''" , I 11 ' 'I 11 I'll I'll - -1 I I -11 ­1-1......._ � I I _­_­"'- ­­­'_ -,­­­­_­,_""'­­"' 4'W STA 16+00.21 TO STA 16+66.47 WITH ROCKSCAPE VARIES � f I I I ' ll, I I ­ 11 1-111- 1 I 11 , " I I -1 I"I"I -1, " I'll, I 11 ", I -� ....... ,__"_­­­_­ I I I I I'll i f i I 1 4 , ,", ""'_­­ I I I I'll'' ' ' , , I i I I ­', ,''-:,, � "'""'" -i 11-:11--:111. -11-"j_' i ,,__! f_-_1 �__ " -11[" ,'.1.......�:, 'j, I I I 1- --j'L__�_�' I ­­­ ----'-,I-i---1-_-1�- -__ _1_11 I I , I i i � I I i I I I I�11 I 71,11 ,,ii,­�: "' '' '' �, i I I i � - ' ' 11 If i I' I I f � i r 11 - li I ,�:, :, �'', i i I ��'I"1, , _-, '' ' ' 1, , , -, 11 I I I I il�l 11, ",,::,,""," I� 111 ­ -11�11 :, , '' :,"i , - ,'' , , I i � I � I I I 'll, I ­ ­ I I 11 I t T- ,/ I 11 I I , 11111111-111 -1 I- I I I � I I!__ 1, i , 111, 11-11 I "I'll I I I'll, I 11 I I ­I——� 11 ­- 1-I - _ , '' , 11 � "I'll I 'll, ­ I'll, 11 - - ''I'll, . I I I 11 il 1-11111-1111.,_------r_,:7_ _­,.­­.­ �',� -,__,"i I""_::_T'_ , - ­ I 11 I ,"L," 11 I 1� I I 11111111� I I i �, :, 1' ''"i � "" I , 1111,1-'11171­­71-1-1_111-111­­­--.1-1- - , � '� 11 _ I I ? 1 1 � I I � I 1111111 11 11 11 I 11 I � '', '' i , ­­," :, '' ­_ i I i ," , , � t I � I t I � I I , i i'' '' i: j, "I i � 11 11 1-1 11 I ' ll : '' ": I I " ­I I-I -1111 L, , , FROM 3.5'W TO 8.5'W SEE PLAN L"', 11 , I'll i � 3, ,� 1-111 I ", -11�_' ' "I'--, J- � -1111 L-111 i__,._i_fL,_ .... """"', ___,"_',J:,:_',I-11--1-I �__ __:,�.....- ­­11­li 11-111,1,"I,__" , , I , :, :':'� , , , i� ''"'[ I I"" '' , � , , 11 -1 I 1:11, I i , �­ 11 :_....��_:_:____Il 11.11.1-1 1111111-1111-1171:1- 1.111-1­­­­1­­_,­_,j­�­1...­­-1_11111-1-111-1-111.1-1, , � I t f "T ," ­- I� ,, �I � � � I I i I � �-+_ -_- _......J______-___-",­�--4-, '- , , I I ,:__.:___::1_­­11�:._j,_:___� ,,,,,,--"­­­ -­­4­­­",__', --1-111_1­­I'll,-1-11--1-11-1111- 1-111, I'll,"I'�ll,�ll,�ll-��,�ll,�,�'ll,��l"-,t 11_1 TRANSITION FROM 4'W TO 7.5'W STA 16+66.47 TO STA 16+70.47 1 1 i t I I I I I I 11 I 11 I'll ­�' `7�77_­­_,­_­­­ - -11- , '"' 'L'',-11 ­ -__1_1_____ -1___1___ -__ ­"-,.-, I-1----­I_�­,--I� - I [1111111111111,11 iL".L�_'111-1 ,i , I I 11 � , , "' 'i,:': ,I� ,, , �11 I �- __ I � f I t I I I ,""4 1, -11'' - :" , __ I - t I I'll I"I I I-­ It I'll,-1 11 I'll "I'll", ''I 1- I'll, I 1:''I'll ,It 11�1 t I I I I , , �� ,:�I "," ." I , I I ­ , , I ,I, ", '' ''" ­ ­,"', ,"' ,, '' , , �11 I .11 ­ -1 .1 I, t: ,,,,-,, 1, , �,� ": �: , ,�,:'' , _� I I ", ,: : � I— - , i" i i f : i � f I 11 I , � � � , , :_ , '' :,-," _ � �",,":, 'i ,J :" , -� 11 "I'll 11 � ,� I � i � I f f, i i _ ,��":� '' J, , 1, t �, "I � "I I- I I I ''I � I'll I� � I I i ,, �,: � ':"", : I i I �_�,:__ _, "I'"'', � , , I f I I 11 i I 1: :��,:['',"'y:', , ",� ,i , I 'i :, :"''"'I'' : I I I I f I I I i � , 1-1­',,"­� 1-1 I-—- 11 1-1 11 -1-1- , � I I � , 11 I '' ,11 -�''I I I I'll I I 11,:��`:­,1, I I­ ­ ­­�I I 1-1111 11 I'll -1 I I I I , ", -11 I­j , �_ _+-1---T`--_--11111111111-11- A I I 1-11 j_ _'I"", "I'll, , [ -, , :� ''I , , 1 , ,, 1:", " , "", , 7.5'W STA 16+70.47 TO STA 17+30.47 7",I I � I f I � I i­­1�1­1...7­:-­,­:".­�........1,1---_11_11_--1--111 _111.1-1-1 1-111- _1 1-14- . 11 I , ''I , "" """, " ,,_...I "I 11111--A 'I'll: _11", :_'_',1_: '' "'­ 11 11 I::,:, :",","�,7: ,"I """ -11 11 11 , ':�,:, T"', '', " , , , f i I I i, , I ­ I 11 "'', �... -", "'j, ],­ 11 -I -1 1, -1-I'll' "I I I :"L__,'j,","'"","�,,­­­-1-11 11-1-1--11-11111:­­.I -� ","� ", �, , , '', �: :...�I,,,'' " :�, ""', I"I'll I I ­ I 1- ,� I........,­� -"',"","" .......-, , -.................1-111-1-1 11111111-1111...1,-­ ­­ , I'll-,11-1­�­....___,_... � -1-11 I IL, , Ill- : I I E � � i � � f ; I � I + 'i ­ 4 I ­ -1 I-IF'""", "'' � ­_ ::_,L_:,���iL:�'_'L:,_i , i , ­ ­ ,, �- -,'' ­,",,"I", ­ --"�'J��'_1 _111_11111--11_11_'_�.......__11-_1-1-1111- 1-1 1-111-1 _"i_",:j_i_,_......:,,1_ ,, _....... ), ...................-11-"I'll-­""",,­­ 11-1 -411-11 ­­­­ _--1--1 - t i I 1� I I ,___-, ...�_ :1-4", , , ," ,! �-I'll,T,11"I'll,_1 I 1-1- -1-1 i_1___11___ -_1-111-11 I I I ­I ILI� �__::��_­, I 111- 11��­i " � 'f,,, ��­,, �111,11 I � 11 � .....�,�,:_�_,,,I 11�- , ,-�," ,," ",'' I I I � � I� I I :I , ­­­�, , " ,, I -I , , , : , , I,I" I '' I - ­ , , � ' t � , � '' :",":''� , :'' ,��, :'':'' , "' _ - 1__ 6"W STA 17+30.47 TO STA 17+65.74 , I , I � 11 �-1� I , � �" : ,: ' 'I I I'll il I 11 ���,,,,,j_,, , " I'll _1-,_--_,__,__- '_'­'_'­_­_,__ 11 i � i I I I I � "I I, "", "i, ,":'':,, ': I: ­ I ­ � � ! � , , ", � i 11' 11,77 ' 'I'll 1- 11 ­ ­- I -1 - f, i I , , I" I", -:,":i 1,�:,_, '' T ' ' '_,:'',� :," , , , ", I "'' 1, "" """ I II I 11 , , I_- _,�,�_L____...I �...11. ,� ,�',,[_�::_,�:,:_ii,_---:_]�_- I....i ��_:,,:___i""', � -[-�­, , ," ' "-, I i.":�,.�......:�� I " 111--I ,[_ I ''i' '] " I I I Jl� � I i ,I � I �, i 11 � I " 11 11 - ,, I '11111 I I I'll, i ,, ," ,i" , :11 """ I" y,L ':" --'I'll, 11 I' ll, I I i � � � f I 11 I ­ I ­I-11 11 �_� 11 11 I 'I, f,: , , ­ I,1_: I � I I I - I'll."T"'­ ' ' 11 ''' , , 11 ,, - , , L�,,,, �_"i"�: _",',, , ,�i, ,_ "' -1111- "I'll", : 11 111:, 11"''I'l 'I, :,,,, "', I ", I "I',"'' t il I I I I ''I t"' " - ­­ " , 11 11 i i I I I I 77,-,-"-,-, 11 I' ll ,I I'll 1� 11 ­ 11 111-1-1111-11 I'll 11111-1-11--,'" ­ "'""" , ­­­'­­­­­,­­­ ......�....-� ­ t 1-11-1 ­ I- ''�']__,, , "' , "" , , ,�­ -" ,:,�','' 1.111, "I'll' ' , -1 I — 1 - 1 ­ :i , I 1 - , , TRANSITION FROM 6'W TO 4'W STA 17+65.74 TO STA 17+85.47 I 1 1 ­ , ­__1_11­I i__ I'll, 111-F:-1-1-- ­­­­114�-_­­_I.'' _________ -, ______,___ ."",­_­ _ , __-,___" -"I_,"', �:"-."�""I'l�'ll""I�1--ll-"-�,�,,�lI 11 - ____......___ ,� ­,""", 11 I I I I � I � 1� 11 I ­ ' ' I'll ", '­'___' "I'll 1111111-11 I '' I'll ',77-7 ''I'll -1 11 111-- -11 1-11,11, --1-111-�I'll,-_1111 1-1_--1-1Z--_1 -1 I",I ­, 11 11 � �, t I :'' "__',:T,'', :' ':,­, :_' ' t, , ,, f, I � " I , F ":-:""':- ]i�:�­,_,:j "" -,.,_ �,:�,_,�,_`_:�,_:�,'_: " '' " _, - -, I ]'. ""I - 11 I � � 1 , t � ,,,� L'_,,:_, I , , '' "' ,_'_', ''" 11 -1 , ­_ J " J , 1 , ­ I , i ''",i ,�"'' , :,"'T I'll -i - - I I_: ,�::!,��' __-1 -I ­i,, "''-1, ,,,,, , -- - l I I-1 -1_ -�_ , "t...__4 � I A_' I -J_�''� : , ,, 11.111, L, "", ,, _t­_­4� -1�,�l,�,,�"",�,,��'I'l�,�,-�-11. -,: , I-1-11-111 - ,1,-"-,--- , -_1" _ _i_,_ ------_:"_ , "'' , ''I'll, , :... - , 1� I I I i I I 1, I 1 i i� 7----777"7T' ,___ "', "I 111-1-1-111-L "I'll,11_11111--11V--1::11 _,"' , ­- � 1, � 1-11 '' I I'll ,'' , ,'' ""': � ''I 7 1-1111111 111 -1 ­ , , , , , I i I I 11 I , I I I I I I I­ I-1-1 I'll 11 I I - I "I'll I ,, I -11 I'll �1­ � I 11 ­ , ­ 1 11� 'I, ,I I , f i � , i I ,'I I � i , ,i-- 11 11 I I I I "I ' ll I I I -1 11 I � , '' �1­ " � : - 11 " I ,:_',, ''i , ''_"'­'�_ �, ":, "" ��,":�", :,""',�......""i""" , " ­," ""'T""" ," T,, ",''I'', ,'"e, : I I _41" "I'll, 11111- _ If, I "I 11-1, � ' ' , , ''I I ­ ,'"', I'll I I� I I I A , ,�' ", , ,11 � I , � "� , - :'1111 :"", ", �­'_'�:,j , i '' ­ ­ i ,:::" " , � i i � il , , I '11111 I I ,I l I �: :1 " - I _ , : , , I I i � I I , 4 11 I , , � i 11 i I 11 ­� 11 �:,, ,�: ","" 1�' i � I � � ­ I ' ' I I'll I 'll , I I i I I l 11 , , -, � , I� 111i I , I � I'll t "I'll- I ­ � - , ,11 �', ­ " 1 ": 11 ' ' ­__ " , "'' :111'' 11 ",'': ",," , ""'' I'll I'll : :�": ::'"'" I'll , , 4 , I 11 11"i ­ f i � , f I I ''I'll ­ I - I I 11 I i" '' I, - ­ ­ i , ­­­­ I , "ir !­ ­� -,-I 11 � , 'I __'_1__:___1­ -11 4-1 1-1111111-11 I—, ____'_' 1-11- 1 __-,- � ,_ " ,""'!:_',__,,Ii t - t- _111--,", J"___.:_,! 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I,,,, f _ _ , , , -111111111 11+� '' I ,'+'_""- ," ,---,--z ,� i- -111 1-11111"-,t � f I i- i , 1 ­ � I :11111 ''I 11 I'll, , , �I ,, , I'll, I 'll, "I "'Ir'': _'­ , I 1", _ , : I li I 191, - I 11 __..1111---1.1_11-111--'-_-_1_1- ­­­­ 1-11-11- __',_11-11-11-11 11111-1-11, � 111-1-111111-111-111111111............­', t­­­----''---- "I'll I'll, I'll, i i f I ,I '' ,,, "�, ,,,,,,,, , , I ­ ­� 1111­"I 11 1­­­­­r_j­­- '_____­­­.____......____ 11_1-r...... -1 I -4 I­I I I 1-�ll,�,-�'ll,�l"""""��,,�""-"���'I'l�.� - �,,I_,,:,i i I �11 1,1_11-1 � 7-7-11"", """"",_'__........._ '+_......�......- - 11_1111-1-1 1.11111-1_11-I—..........­­..............­­­ I'll, 1-111-1-1--111-1-1,111-711 7____-11:7_1___1t1 ­_­­I,----I 1_111--11 I——---1_1 I I I�­ ­­­-1_11111-- ---I--- �" 77­7,7�: 1-11 11 ­ 1 ,� , : t i -1 I 11 I'll ' 'Ill-' ', ' 'I'll, -111111 I'll I I'll 1-1 I'll, 1-11111 -111 11 1111.1-l"'"''' _ , - I I -7 I'll, I I'll, 111- -1 "I'll, I'll, ­ I I I'll I I'll, I_ — - "I I- I T I'll I'll, I I , I 11 �­ i"i ,�i_i":" I I 11 11 t- ,I_ I_11 "" ­ 11 I'll I'll, 11111-111::,­1'_­�'11'1''i-_11 I" __-1"I ' "'I'll' ,'' I "I'll I I I'll :, �:, "' ' ' ,, I I i 1111C, I ' ll, 1 (2�'-- CONSTRUCT BUS BAY AND RIGHT TURN LANE PER C17Y STD. I I 9 , , - 11 , " ,, " ", A , , " _ , ", '', , L_i: i-,:-, _ 'i, -I- , � '_: '': "", , ," _ "I'll "I'll, I i i I f f � -1 , , j ,i I I � - i I � , - ­ , I i i f 11 ­'�'''��: 'i,�,: _::: , ,"" I -11 "i"',_ ''I 1-1 1-111 : 11 � �� i ` � I , , 111�_ �: �, I I t t " i ' ' I "I , i", 11 I '' , , 1, " I 'I I I t-, -" � 11 �""' ­ t 111-11 I k",,,-4' , _ , -_1__1-1f_-11-1 1-11 I I If j ­ i i , 11 I 7 � t , ' 'I'll I I I i I 11:11 Ill' ' I I "I I -11 I ­­ 1-1 111 . I I 'll '' I [:," :,:T� -" 11 I 11 I'll � _ - 11 I I 11 I'll ­" ","" , , ,, ,' ' , -, ,::" I I "I 'll ­ _­­-11 ­ �I -1 I ''I I' ll I'll, , � ,,:: I "I'll , ­ ­ , " 11 I 11 � i I 11 I i I I � � I I I 11-1--11_1_1 ­ "L I'll 111-11-11-1 111111-11 ­­­-, ­­_­­-------- ��......-"'' �.........�,:,_., j ,-,� , , 4 RELOCATE I'll I - t ­ I 1_11-"I - - I � � il I 1� ­ I 11 _,___­­­­ I 11­1_111­1­4�........L, -1-11-1.111-........j I� I I -11 I I r I I I I , ' ' , -11-1_1111-1111-.11-I—- - I � � t I I I ­ I i , , , _!, , ­ 11 � 71-1-11.......7"', -1, I, I 'll 11� I I -17""­�.........�1,1_1-__'_-------I— 11-1111 "I'll, ''I' ll ­­:, I'll, 11 I _ ___,- ,--,i------ ­­- I � I I I � I'll I I 11 I 11:__e , ,� ''�:"",',:",:_:...... ,_ _- ,""I, ­ I'll 1-1 , ", "",,I ,, , I I 11 I I I 11,I ­11 t , L � I � I � I I I ­ I � I �, I i I I ' ' : , . ,,,"I I- I I -111 11 I "I ­I I I ::, : I,-___ i � � i , I I I f I i If, '':I I , , , 111-11] I _11_ _1_' i i I l I ! "I 1 I I I � i I r � I 11 -A I I I I "---1 - f111 I ]I � - I , -11-111%1-11-:1-11"--111,11r,",11-1-1_1......."'',''," � -1-1 1_-11-1111___­+ 'j, ­�- ­�- 1-1 _11- 11-111111-1-1111 I I 11.-1 I­I� I --l"I'll­-'---1,'-'-_-- ­­­_­_ ­_ ­­,_­_­_­­­­­,_­_­_­­,­_ -,""",, :"'""',",r,-",-""'',,-', ["�' ' ' ' ' ' ' " 11 i i i I I A 1� i � 11 I I I I' ll I 11 :11::, ''I�, I,, I I � -i I 11:1�1: 11, � i I � � ! ,I , I " ,, I I T, I , """' � 11 I I I � I 11 I I I I � �11 11 I " �111 I :_ i- � 11 __+_ I, , " I I I I I , '' �_ , ":, I 11�_ _4 , I ' ��� -- z , , I'' "" � I I A ,, 1, '' I , :, I , �� I , i � i i I f � I T l � -1 ­­ 1-11,11-_­-1-1­­­­'I;-'I---I——11-1111,---­­-, � "" . , , l , -1 t, i" , , I ' ' I ' ' , - , I I ", ",, - "i" _11�I ­-4-� ,f - _:,,,,I ­ I I I'll, ­­­­-,-111111:11111K,,�_........!,_"__4_1___, 1-1111, , 111........�_:__I,��,�.........�:,i, , 11......., I -1 -"" I " I i � f' 1'" ' , 11 i I 11 I ��__i�­ I 'I i � , I I I I I I , I , t ': : �, 1 � ] �, 1, ,� I 11 11 �, �' ["",�'_ �i:,, ,,",_:'_�_�: ,L :�'t ""', , ,", :", � , �'"',i t � i 111 I I I I I'll � I I : ,I 1; I" I � I I I— , , ," � _1- _,__,___1___,,_ Ir I'll ­­ 11 I ,­+,I I ��,I__,_''I ­.",......- _1_11 � ,:1 4__ _i'-__ "''�,, ,,,,,,i�, ,,�,�,��,-�' "'J�"-''-,--�,�"",.---� _-I If--I­ZT-11111­1111­1 1:11, _�..._'_i,1,�_::,�",4,�__ -- _____4 11 _ 1_1 I I - ,:_,L] 1_1_''I I -111 11,�,:: _ �',L�­�Ir - '' � � I f,I � 4" I "i ,�, 11 � �-.�":�.�"::�'I'�r��l�-1:����,"",�:�", , : I"-,: 0 I I 11 - I I l , i I ­ 11 -1 l , , '' I'll I 'll, ­ , ­­ -: 1" ! '' � :, I' ':' ' , ­ � I i 1 ''� I -1 I I I I ,, , � 11 I I� � i , I " '' 1, I � -11 I'll 11 ''I � '' ' I .1 I �, ,:",� _ ''" , "' " , , ,, , , I I " , ,:, :,­ , I -11 I'll, __----_r---1-- 1-11111 - IT- -1 "I I'll ''I'll, ­ ''I'll 11 , 11 " ' ' I I'll 1-­-11-1 I'll­1-1 I 11 11 I ''I'll, I 11 11 j I'll"I -1 -1­­:,":,:"- I f, I , __"I'll''-111-1111 I'll I I , i____"__,__,�_,_:......_,''T"I'_:,:�i�,1111-', 11 I _11 " ''I ''I'll ­,"i I '�, ­­_­­-­­­...... -�,�,�_�,."��:,i` _11_-'-'_-1_1-111 1-111-1-1.-_1-1_1--1_11._1-1-11-11111-��,�l',�,�"-4--",-,-,�,-,�-�,��,,�:,�Ill":"- --_11.1111.1 I I I i--1 1-1 I'll­_ 1-11-1 - 11 -I ­­11.11-1--_111",--, 1----.­­­­I--1-111 I—-­:_­ --11-11'--1--1----+ l , _­"­_­ ­ , ': 111.1 ­­�­,­ _',''�,, "__ , '',, " " ,"", " ,'' ' ' 4,""," ......'"'-11-11 ­ I'll, 111-111 I ' 'I 11 I -1- 1 """ �_­1-11 I, - 1-111111-__17: ___.... I - i � �, ! I i � �11111 I 11 f, I If - I I 111111 I­ - I 1 "", I I I 7'777­��-­,-j-�--�f,-- ­- -1111111111 I I I -1 " : :-1,111 � 11 11 I I I I I :_ 11 i i i � , ''I"', ), ­ I 11 " I 'll , , :,: "i , , ­-111 I I'll 11, - I ,',,,, I ,,�-1 - , -'4:::, I -11111, _­ 'If I' ll ­­­ 111 -11 '' I'll'', 1111111111-1111 I 1-111 I I �­ , ' ' ' iJ '' "",- � I I I", " I'll'', � ­ :,,:,_:� - " , , 'I -,- , """ ,:,:,:'­� ,,, I 111i1_1__ �I 11:,:, ,:'J",_'­ '­ "I -11,�I I I'll,It -I'll�11­ "I'll,1111-11111111 -1-I 11 1. 1-11, -111-1-1 ­ 1� "I'll'' :_'_�_[_:"� 1, ''' " 11" '' I 4 11 I � ''I ":,: I I I 11 11 I � , i '' I ''I I "I, 11 11�_: "e'', ,:,,,,,, ': � � ,, , "'', __ -11 - --1"I I_ I ,'' ­ , 6 - MATCH EXISTING "I'll'' i �' f , I , 11 , , '' -1'' � :"'"') , '', 11 -1 I ''I ­ _�, ''I 1-1 "I '1'1­1­i"�"::j,::, '1: ,/� ' ' "I I I -I 11114 -1 ­ I "I -11 1-11: -', I I_­ 7 11-1 ­­­ 11 il I ­ il I I "t "- 11 -1 - ­­,­­­,­111-111-111-111 I"Ll-L-1111111111-11�1 111111-1-111 1111-11 11 11-1111,­,­­­.......� '1'1��:_:��'�',f',:....__�:,11,:__�i__ 1��'____�,11111­�,,��......._':. .........I Ill�1-111- , ��,�....�l,�-:,,�"",��-��,�if-����,:",�,_�:,-,--'1`11',"' , ­� ­ ' ' - ' ' I -11 I 11 I , I 11 , I I I t i'll I I I 11 11 11 � , � �, �_, , I , ,I I I'll " , I �- '"' , , , , '' 1_____1 1 -111-I'll, - I I—­­­­­­­' .�I'll-r- �­­-, 111111-"'I . I �:,_, """: t,,":, ,, ,,,, ",,, , " �'�:.:,�-,�-"�.,,,�',�'�-.,:�l,���.:, I-, , , , , �1'4_11111+ -1_11-1 I I I I IL111 I_ - - 11- - - , ­.... -_ 1 5 SAWCUT - - ,f ,- A -,I , I I L I Ili-__ �_:,",_ t , f� ­­-111-.L::, 11:11,11- :1 I 11 I ''�,,,,:,�:"'I'�"�'�--'-"-'-"-r�'''.-11�1­11­1­11r 11 114 11 ,­ f1:1-11--l-1111. "I'll 1_:,__",_:__::__L:_, I , i� I f , , , � 11 I i- ___ ,_,_____ _1:-11:::, @��_ � � I , 1 11 i" i'' , 11_11� ---------- I I f It � 11 , I � � I I " i, f i 1 , ,I , I�, j' ' f _1_ i "r -- i-- - _ �, j i � I , � , , � " , :,,�,,,�,-,,���",-""",�".,�,--,-,�.,�. ''I�1.11��,��,,�11.1.11,�ll,",-",,�-11111111 F 1:1 0 HORIZ. SCALE: 1 "=20" - � [I 11111 11­ -1111 I ,,.,,,, I � I -1 -,"t'", __r-"I'll i..- 11"i.......,"i"11.11-11-1 1-1111111T------111111-�­"I'll-111-­ ­­­ 1111117-1-11111-'] :, I [ � � " : 4­1­'i_:__L�......:_,]"'_��, I— f � ",..........._­_ 11�_11.11111-1­ t, � I I " � j ,i I � I I �, ' ' I t____1___ _i_i,A,,___"""__",_", 1� I I , ["'""'"', I 11 I 11 -,'' " I' ll, ­�_' ' �j ,�-­-�-,­­�-�­ --,-,-�-,---,--------�-:,-,�..'�-",---l'',I�,�,��, e�..................."""" 77","T'i ­_­­­­""" .1__7_­f__11__11T'_­,_­ ......... ........... 1-111--1,,,I,,:'""',,,,-,,.,.,,,�.,-�,,,.",�.......t... .... � " i, 1, I I I I I i� I- , '�: 11: ­'��_ .,:,:: --,-f ,-' , f 1___1- ' ' , , � 7 1 � I I '"", 1T-111_-_111__1___......�1_,:...L"I', 11 11 � 'j, ,''j, , � i � '' I I _, 'T, '' A , � , -1 ,I, i-- �_ ''"111:� : ,:",i......� , i 11 '']­�,:,'�'::­::­�' I'll, ''I'll'' 11111111-1111- I I——� :", _11 1:1 � ­ '' , ": t '�,1, I � 1 , I I � , i " , , �- t ." ,_", , , , 11 11 I I I r ""'", ""'', "" -1 11.11A, 11 ­­ : I ''I �":"-'':: i, � � I ­ 1-111i It":"I'll _ ­!­- r ,,, I" 11 ­ ­ -1111-111 111111111F11 I", i 1, , , ,I ­ � 1; ,i , I �_' : 1, I_ -I'll: � ,, I , �'1111i:,, _]� ­":, I , I 11 :_ ,�1���_ , :_:,�,J, ­11 �I­_�' " ­ �1­ ­ '­­-­-f- '� " ­ -111...'It ­­­[�­1_111 i_u'L'1111 I 1"', ­,­'­­­.,­, ­­­�­­­­f ,, i' ' :I": ::1"'::I 1:" I _111 "I , I'�,'' 'i:,,T-_ 11 I I 11 :_� ­­,'"', , :, I F ,� ,- , " 1-11111 -11,11,11, 1-'i" : I 14:�--i1:_'A_�,:�',­ '�' 1'" 4 "' '' I I � 4 , , _, 11�11 , I �,,:,' f ­ � , � J, I " � � I '' 1"" VERT. SCALE: 1 "=2" I ,- I 11 , 111, 1, , , i''i � � � ,,,,4 ,�,,,, , , , , 7 CONSTRUCT PCC RETAINING CURB PER CITY STD. 104, TYPE Al . - , - , � '' :,�,:'­: _�1_:�__ -.......,,, �,, " ""j,'', ,,, �...... ,� . I ..1-11 I � _T i", - , _.�.j�� 1[� '_ ' ""11, , I _........'' I ..", I ": �, � 11 I'll, , , � Q�.� � - (8 11=- RESTORE IRRIGATION AND INSTALL SOD TO MATCH EXISTING, GRADE 5:1 � 16+00 17+00 18+00 9 IN0.0101 REMOVE (R-_-P_"�0%0 (10)-TRENCH, INSTALL CONDUIT, PULL BOXES,, PULL ROPE, AND BACKFILL PER S.C.E. DWO 6530-6705 N%-14F fil (INSTALL STREET LIGHTS 16000 LUMEN HPSV BY S.C.E.) I Itif fil 11 CONSTRUCT COBBLESTONE HARDSCAPE PER CITY STD. 542, CASE 1 h';�',�I &0�_ a 12 '11""'I"', B- CONSTRUCT 4 THICK MODIFIED HANDICAPPED RAMP PER CITY STD. 102 & CALTRANS STD. A88A "I /��, / 13 RESTORE TO MATCH EXISTING LANDSCAPING INCLUDING IRRIGATION SYSTEM " � (go�__O, ,,,"t'��",� i 14 ADJUST TO GRADE /,,,,," i 1 ,& '­ � _*`F REJ� WAIAL ­- , ',/51�, I i "" '1�11', �� � 15 CONSTRUCT PCC DRIVE APPROACH PER CITY STD. 101, TYPE C , ,"'," �`, 11 I �, � (90�_ , "I 11, 11!�,_"_­ � if I , 16 GLUE DOWN WITH EPDXY 3' ORANGE DELINEATOR , - "��,' (", "'t I i if I I , ; 'a- ' I...____" I - 1 i I I � ,1111-," .I �....___,,�11­1�1i:-, ,-, / , i 17 CONSTRUCT TYPE (A2-8) P.C.C. CURB AND GUTTER PER CITY STD. 104 � I 11, I \ I � I 0) l . i I "" Ir " ,I" " "), � ��-> 1_� , i (2r,._� ! � ,, I 2�:i i ,� 11-11 I z _ � /' ,� i; � / - __'111-_"',','," i i � � '�, � I I I 1-1111- '____.___I, I � I � I "I � 1',:Iil�! i @_ REMOVE EXISTING AND INSTALL CAST IRON UNDERSIDEWALK DRAIN PER CITY SM. 107-A ;, I '___ - � il : , ", � I C *--% i i i � I I'll � � tj " I i l �-`,-,'f,i:f"V�,N,i f, f l "_� �31 t,l !r,,�l" ! � i !: ,, i I � , t I i I � I � I I %�, , �_Il,, ,_�I l, i,�� ��',­� U_ \,_� � f_"",� �R_) L (''�ill, ,I ! ff)i TO MATCH UP WITH EXISTING DROP INLET l C C i F"AF',41"'if"', ""F1 1"' 1130,1G // I : I I 0 0 1 � I I I I 0 a ft 0 0 1 f" 11 i i , _C) 1_*� a a i '", ', I , "",I I I z ca (0 r,�,, � � � I c�, I I � I � �I r- %-0I %-.# (O 1* k i . I it I : 04 : T (10) -* z `i.� %-.# f I @__ REMOVE EXIST. RETAINING WALL CONSTRUCT RETAINING WALL TYPE A PER CITY STD. 604. , � t- ; i I ; I , '' 1, i� C%J C14 I.....01 I I...____'____, ­ 1111- 111-1-1 ­1-11-111 11.1.1 ­ 11-11.111-11111-'"',_­ i "li� // I � """ I 211 WALL FACE AND CAP SHALL MATCH EXIST. WALL INCLUDING GLASS BLOCK & TILE. :1, I I � , :, I - - -1111, I'll ­ .1 I I . -1-1 � ! `1 f ; , � � I , I 11 11 11 ' 'I'll' ', 11 "I - '' I I I 116 :.;;t_,,,-,.,___­­­, -0 I � I i e (0- 0 OD " It It ! 111-1-1 111-V ­ (11 klllll_�"' ""i i 1.11-1 1-11- I 'I'' , �­� I � i , 11 i : � I ,� . . - - -1 I 11 llm.­�71­- , // 1 1 1 � ���:"�__11 1: I ��_,'I"��_"��',__"- I'�� , ,",_: LO�,-­�_�-�-,_­�____ V, -,,�,-,��"­"� '�­,­ 1111111':�__ � I'll,-_1 I—-I 111-11- I— _1'::1_11­:,_��-�-­,---­-,­- � ,", I� ��,,:,�l f I, 11 I 11 I ''I I I I I'll, 111-11--1­ - - , '* V ,,,,") I � I , I �i h,� , ; � "'If,,," 3, "", I- ­ I "I 111,11 -, I 1-10- - .1 I � �� I 1111-1-1-1-"I'll" 11 x / ,� � , 11 I 11, I 'l,� IN W "i * I I ,,, , � I'll, _1-1 1,, ­_ � - ­``� - __ � t� i �A i ,`11�,Iii, -, "", ­­­ 11 if � __�:" _00���C,4 z", ­111'_"_'__�_ : I I'll I I 'T` t�j ­-11 11�_'_:,_�,��'+ " I- ',�T� i "i"I",...I "' -,""­­" � , 0 22 INSTALL 4" SCH 40 PVC PIPE, SLOPE TO DRAIN I I 4 ""',I i, -,�,,,,�,v���� "I 1, 04 ,_ �, + LO Ic _11" , , I i ! L;j � ''I I ��,,"' ,1,T, - ,, , "_', t("f",l��,, I l � "I I r "z- 11 -_- 1 111 , I'll I ,I 11 " I A,)�ill � , I � j )"y 11 � _P[:,� i"",­,�j � q!1 1 __ " ,i", _�,A,1"!-)�[,,,!('11 �, 1, �, ''I i ij)),":, : 6 ; , I S/W � l 11, i ,� " � "'i", . l, 0) 1* LO !� , r- fl*- E�i __,"f 1�1, ',� �", _j _ Al, F'I�t�-f, i- ,,, - � . 1,r, � , , r*71.1 (0 (D 1-11 ,,,,,, , -F , I"�A N F,"l I" ; I + + . 1-�"f,� , I,,l-J l';1 t,4- T_ IV- -�...," " 1�1- 1,1, @ , I � , o ill * co co 0 el_� 0 1, � ", Z M - � (if, i �5 , if __, ""I "I I_'��I��,;, I < i I l - ; I , "t, ,�. -1 " ,, 1P , LZ-1 , 1, `�\"""­ �', Uk I � L- , 1, 5 � � e 0 a. `lil�� il, n V_ I 1 7.5 17,ll,,,� I ,'+ + �� , ­ a H ,Q,,,_ �111_', .,i,,,�, ,2 "I'," � -,", C-) 23 REMOVE & REPLACE EXIST. CURB & GUTTER AND PORTION OF D�V I 1; f i 'l.....� ill I'll . it .1111. �, I W/10...�l... I 100.%� + 2 1, ", I I-+ 'll/'i f '. , I I % , ", ", , T_ 9 co ,,, x <J if," 1 i­\i.4, r%-,"'�,�"',i,­� -f 0 C) 1-1,11A,"," V`,'f/\,[['' , __ < ...... , ', �:l, I I i ,, 4l "', , , � �1' l " "", � ,,_l I"I I" � - (0� ,,,,­F � "' f "', , I� 1, 24 P 11 ( 8 ) - 2 _ � / � f I f L f , , , ",11+ �11 �D :3 - - _�# lf) ""' 0 W , "I', 11 � I i @ 5 ;" C6 9��"ll,�_ 't 11f, _),�I, �1,111�,", �6 "I I .00� i ,//Ilill "" I ' ' I I'll'', �T- I i" ��",f-, 1, - P, 0 11�1 I "I "n i,41,- -111 f < < _ - I ill, -1 V V / li,�.......,",,>, ' , < ROTECT IN PLACE , I ", " - �� ", � i , �4� 1 , ,), l ,� "I ,f_ ) Md ) ,1, ,�', �2 ,�"" �', - i < ,` '', i i l � -F) ,�j 'Ir- � �' 13 < 10.1 i', I . ,r " i __�,_'­, - �el)f"Ili � i(­� �� , "�'rl'l'�i''�­' �I (", I i ", , , 11 l I h,l i ;t ,,,,,, " li­�" 11 I" ") I / f ill", " ,", I, I , i"'! , fl�:" i, 11. �111 � - " ­�11 I - e, I 11 I od- Z � Fl/\�ji�i 0 "� I 0% INSTALL 11 I � i H i ,l", I to � 111:� 0 ,� f� , I - " I, "I' I (A . � � k, T_ 1 69 S/W i-1, � , I I . � , 1-1 < �; V) Z i'I'l i i y I i �10 DETECTABLE WARNING SURFACE PER CITY STD. NO. 102 1 < I � 1 1 1 ­_:_ ("', �, -1 , I 11 , ll " 11 1; < I 1 4# S/W , l i� +. ,, , _1� 111__� " ii, 7 G* 11�, I'll, z '�........�,­ ::,,:�­�_:/� , l 11 I'll "V l-,` �;l ,r�, �,,,� � _�"I "",��i ill f 1, " Z11", ­�_____ C"', ,, / � " "I"/' ' ') I _", 1� I _r", )11, � � , ",�, -, \ � I—\ � I'll ,11-, I �, ,, ) ­­­ , " � I , "'. I ' 'I , , "" , 1 1 1 , , I �� I / T11, I r,, , 7- " 1 -", , , 11 i �,,,,, 1-1 _�', 1: -1:,1,�,, I ,,, 4 '�, %, I I I -,'� r 1� I "I � ,"", - I , I � .- "I" ),,�_"'" 1�,-,."n, '10 � � , BCR W 12 Vi Lzal", ''I'll I r� �,li, ,, \lt T',�I'I,I � I - �5 �:i 'l" r�, , I .1 , ),i 4, �I /��"�+ Ix �1, 41-11 i� -_,__ ," , , r', ) / L i I � ,� , f�ll 11 : J /I ' ' 1�'�, I � I i"i "� �_ I tr, !i,,fi,j;"('_' ��:� 11, , , C , ,�, 1-1"', "I I /I -- � I - I ! ,_', ­­ 0 �S,� " A I �%l , I """ i_ r' ir t. I C11 lt�111, �,­,­ a 11 ;,"'l :_ , I "I I,I, Vf/ f_li � < I I 1, �11 I tv,,c�A­?,!, 1, " , ­ �, ,i �1, I,,,,, ,---% 1) 6 � " - -""'' ­I I 1-1 I- 11 I .. 1'T ,"( IN t`­�l t,,,I , ,,- " 11 0 111-1 I �� 4% , 3' WING FOR . , ,,,, ) 16 l 1'1­i,�,'�,,, O/ I ,1, `�', , " i r 4 STRIPING NOTES , , �f cn 11 , i-, v 1 --r-," - , ') A I it , . I'll r-�, � � . ", f4l < a W f 1 f: � " , 'Ilf , " -- ',��T RAM P (TYP) . ,_ A . ,_r (1 ) �j dj­ i5 il ,/ [ 111/1, I -,.,-0 - � . I 11 �­,1� -) I � - - ._�l 11 C.) I I , , _ . I I !! i � " , 1 .33%'l 1 - t", , -I < � , , i i'� I - 4 1 - . f ,� , " "'. / I , 1\ C�. te I . � - I I - I r it I",(I F�;,,,,r" I 1�0 4z� " B I-­_1[ J/ . . - . I � I ­ � 1111 . < � 4 � . I . - I U" I � 11 ­', 11 11 �, l(I", � � I I� I "I ,l @_ THERMOPLASTIC LEGEND, SYMBOL OR ARROW TYPE IV (S.A.E.) PER CALTRANS REMSED r . - , � � , I f I I lNii ;� /1111'"' ,,, I , � I / � " I I �yl�_I��_/f k 17 OD �_n I'll I I � 1016 U) I " ,� �( "I",, i:�, , � � 'i l I C, 1, � I I , !xt I"I " , - 1- � l "," I I l I I ''I' ll, I 11 ...� �', � /I STD. PLAN A24A AND A24D 1 � I -1 :, ­­:", i -,,, I 1-11 ,I r 11 I 7'R i .,- . ,, -_ : I - 1. .. " < I llllll.,� i 1 i 11 � I / "I I " ' 'I -11-111- I , I I , � I—- I r - .. I "I - I I'll 111-1 ..Z) ,�"'���,�"-'�'�',�"'fl�,t�,�,-"� "'-11-_,'1, 1111-1-11 I I - � I -_� U.!!jQ I __., _4 r ­ r,7 1 1 11-1 I'll ,�,,,,",�,'.�,,�,',,',-",'��-'.�"I"�"I" � 41� 1 . .4 '41-' I'll . n � r' k; I'll "I �i,I\l � 11-11 / " % - r I I 11 I 1 ___­ _- 11- �F. I'll 11-1 A lit ,-/ . . 1 4-11 -1 f'-) � PROTECT EXIS7 . P VER.- ` I. .­�.� - - /417�;��-1 1, - ­_�,­­­­:­ ��­I ,��i,",,I� if r . � P�--11_,�­ 1-_ "_____, I","', 1,�1�j I I - 1-1 , ...­ . -1 � 1-11���I"I AN� I . - . ­ -1fr 11�� _ �, � ,_�_ . � - _,�_,�, I _e- i,­­',n1"lr, .'­� �--r-'5i'"'l _�,­��n;'­_­ I'll ­'Il­r'­;,�'lil�f Il".11,_11,11,-1-11-111 t ",, P 11 . i"i! � I , 11-11 I'�, 4.1 . I � ,� _ k",� ""fi",t,-q, , 1-11 I I I " 11 !��! � I� I � -I-­ ", I 11 l ,�,�, 1, ,i, , . � I-i . V_ . -V V- �* 11-11 �,"'i,l I­ f i 1 1 , ''i� I - , 1 r I_ 1<7 1 . - I A< ­ :_1-1 11 1 4� ,, I . 'd 4��- ' '_" � � i I I -1111 , l: i,� - ��?` - - - INSTALL R18-1 SIGN ON POST PER CITY sTD. 401-B 1. .11,1� , " 4 � OD I . I 15 � - . I'll P ",/t/,,,l� (�� �::�"u",;_:��, ,, ,� , Q§ I �i� � I I '', 1, '" ­"�J`, r ii�I 11'' � � q� 1 4 1 <� � . � 1-1 -�I :_�'/11)I i,, ­_­ -- q . I I .11�1 - - � fl,"6 q �. � � 1 4 � I N� I I , I � "".."1110- - ,@`1`11 I- I , I I—� i:, I � . ,",_�_ � I . � I ' � I , ­;A:�- , 'I � " I � - � * . l,-i`­1 ,"i'�­;f­1"._., _­, Riko�W­, 1-11, -I 1,�i"i,I— I � 16 ., .. , ---4 �,, �1111 'i", ,, I '1� ' 4" _­���------ . I �. .N 7,-" (", _� , �_­ ­ . . 17 -1-11 .� . . . _ -r�'�JL , 31 NT 8" SOLID WHITE LANE LINE WITH TYPE o`G`* MARKER PER CITY STD. 133 r _­ 4 1 _ - -DAMAGE PAVER CAUSE BY 25 �1 I . .��149* � ,6 'I - illf� I , , '', 'I :," � , , - I 4r ' 16 1 - I J __-,,,,,._ , 00_-z I —CONSTRUCTION SHALL BE . .6 1 r - r r 9 I , ''I OD , i,� , ''I "' I l I " , _L�l -.1 'l ­ 11 I- 4 - -, .. .,, . r I I� 1,�,,1, �) "� 11 """, - REPLACED_­TO"_'MATCH -EXISTING-- -I I I'll, � ' . '. *4­� __ - - - .11, 1 �_,______4_ ­ . - _1-<1 -,11-11 "I" - I "I A , " ,,,,, I " . ( C � - <. 1. :­1:1 .1 Z11I 4 ., , I � I 11.1 . 1-1-1- , I'111111, - A , - � I . I I �� � F . � , I . I'll I - I'll I�I I I,,I ''I -I—I 11 11 1-11 ­-,"i 11- -111, -11 I I'll -­� -11, � � tt i-, � I ej ,l - - - � _, 4 A � � A. � , �', , , , ... .... '' I'll, 11�,�,T I � I /� I I I - - - . I'll I I'll -A I'll I AT CONTRACTOR EXPENSE - - I __AR_ -z -- - --- - - -_ I 11 I'll 1," I'll 11 I'll, ,-1-11 I �,,_ "I I 1111-111 11 , I ]ll�- "I"I I __ - 11 � � I -I I "I'll I I I-- ''I I I ''I'll., 1-1 5 � 11\ ,,, 6 "'h, l\i t I i 1, I\ I - - I � I \ fi, eh� I � � l�­,­i I \ ,lil,�t, i , �:"`�,� , 'N ',/N , 1%, ^r- "I - 111,111 I I I I "� I ,\1 )�f,_W[ '111-11-111-11 -,-.----l --11­f ", 1111ill�_ - I '1%, - ______________________ _____ V_ " , ","" ­ '' , , l" ,", �, 1, , , fl, ie I f, 1,, 11-11- I -11 ­­ I I li_IfT','�, 0'11­11�'11�'!­ Ill ; -_1 �',', - 30 "I 1� , ��_iil� �, � f I , `[�A F':K - ; -1 I I f, I � If t,_�' �, i v � I ��1, IM, - I I � - :�,, " � ,, f , "t il- i "l i � f , � i'' i �, ! 1\ , ,�71" f,I _l� "'t'- , / (9 A I I . � � f_� ��,�,;,�,;,,d l ft� ,,ii I— 11 I 1, BY CVWD 4 /I 11, � i"i"[)��_ t-ji H," ''!;,'�,i' 1, I , " � I I-�f lj i Iowa ­, I'll -1 ,�� \ :,ii "W", )I "Z-,.- 11 I ­ I - BY,.SCE �,_�_ '11-1 ­ I 11 ­ -'11 ­ 1111111I.Ir ­­­­ I'll �_,/ 1 ­­­­ I (n - 5 3 11 � L.�_'_',_ '' I'll I - 11,11 , ­ "I I,­i_\/1-", l - 1,'-f"if, I I.....nodooft "I a tn -, "I'', - , , , , I 1, I,, I �i`� 1�) ''I(" "If, �,',,,i%\l,f ��ll"I"i I I / I RELOCATE EXIST. SIGN z � ,,, ,�'i'�, lll� I ­llw 1* I C-4 W I_ x , , 0 1'��T:'''',I� , I­-, V_ TO STREET LIGHT POLE 6 !� x W � �,,,,�11, ,i�';, 1, 1 1 r1% . W ._: 1_ I , , 11 I i'- ­,� 0 rl- 0 0 0 �,� It 1* 22 K 1-0 in z � I I ,, 8" THICK w I - I I to 0 � I �- ­11 I I + I*-_ - 00 0,,"5%-,,_-D- I' ll I'll + Wi 7 � to It n f"- r.� 1--11 11 11 I ­ -111,11, Ir- V_ + I- . + z 0 I 'll 11 ''I' ll, 00 X 6 + W r".. r- to P�, < Wj < 'n + %_ 0 V1_ a to . �,,x,����l,,,f i,, :�,,l ;;'' � T_ 8- z i� I .z + I , T_ �; " ''i, _� , I-, � I co < r1%. __ x �11 . � < , 11 l., %_ IV- � ,,,gift soNOW Ado ,a BL ill, U Aff < ''I I 11 I I �I ,1� 0 Ar - - W I I I Vi � Z M MW 444% Aff 0 11 11 <_- ''I I I "I M __'. " " I "I "I (n Ix 0: Aftori AIF I I I'll I I I I I < 11 I 11-11,11,I 'ff �; 2 W (L) a. V --=) D , , --,_­ _ -1111. __,.,_ I� -1-1 11 ­­ I 1� M ) D I '11010F - ILW_ - ____ 0 crrf 'I 2 M I_ 0 / ­­_______,____,___ ----_--V ---------'------------'-r-_______, 16+00 17+00 18+00 01" ff 10 DESCRIPTION OF REVISION DATE ,-APPROVM. W 19+00 1 _____-____� ______ - '& "F05 FFW ---------------------4- 1 __ ---. - - N89 I V 20--00 o`__M ff looks . ___ k";Z Y 0 Fa R A NCO"' "J" 0%UCAMA`ok'k OGA -I- ______________t__ ----A------..--.- I ___ - __ ___ - __ ____ nV U VIIIIIII PL A N A ND PRO)FILE ' q INT. STA 20+00 FOOTHILL BLVD 0%^^ Aft J%A% CURVE DELTA RADIUS LENGTH TANGENT STA 10+00 HAVEN AVE. no MIN REFERENCE DWGS. /_.1% FY z%j%j8/2UffVUV BU AS` BAY, D/W AN DIF W 18*1 0'50" 80.12' 25.42' 12.82' - %h.: IN Al E__0 0--B a AN The centerline construction survey for Foothill P I I ADA ACtCES016' RM`k I I'M"0'"'On"OVE" ENTS Blvd. is from the following plan of existing a 84!02'24" 20 . 29.34 . 18.02 %_,; r r F% M improvements: Dwg. No. 868 which are on file with the City of Rancho Cucamonga and is 4%. N09TH SIDE OF FOOTHILL BLVD. AND WEST OF HAVEN AVE. available as referenced drawing to this plan. 00 E S%a,f%, APPROVED BY: 4 _ __---I.,-- DATE: ?A C ze-04- !O le .A; IN. - S,).. -- ,q-- + lz CrTY ENGINEER RCE: 53672 A-f q.; 6 - __-_.____� - -_ - A.; - 0 -� " V, kA ... DMM � -V No. 53672 z 0 M W r%A L ^A a Exp. 06-30-09 ____ --- PK ,";IT Y ^OF RANCHO CUCAMONk7M =/? * * DPAWN 1 10500 CIVIC CENTER DRIVE --ii I I- C IV%%.. RANCHO CUCAMONGA, CA 91730 a 6 OF x%.%, PK 2 -oF 5 CHB:M R.C.F. NO DRAWW NO. . 0 CB DATE FU NO -2234 � " - I _ _ - --..-.-a 0 � � " 211 I I , ""' I I r I I' , I I l I � I t t I � I I I I 4 � i, I , I � I , I I i I I I , I � T � � � � � It � I I i I I I I I I I t I I �� I - f I I , I I , I 6 I " ' I ' ' I � � `-i_ i � � 11 �4 1 I I i I I 1 7777� 0 L__ I - 0 f I t__�_ I I i ­ - I F__ I, ,, �, _ , I I __ � I � , �� I ! I I - , 7;n,_�11, & � I I I I __­-I- I t � 1-1 L�� 0- I i I I 1, I I - � I a, , _i � � i , , : I I i -.f 71 z �� � � I i r, i �.�� � i � � � I "'_� � I i , , i ! 4E 11 I 1 � I � ,` i �_�� P XISI ,[ I 4 AVE � . I " t I -� i, "--i I I � I I � � ) L I �i I � I f � f I I � I t � I i � i � i i , I il � � I I � � I I � � I I t � i I i I I [ I I � I I I f If- i t � I- � I - � � I � 1� i � 4 � I I � t � �iv 11 i I I f I t 1 I- I � I i I I I I 11 i � I I I f II i i I 1 I I i i J ! I T - I i I i � I 1, I , � � , i i , I I .. I w - _j < (qD�11 0 -1 (n , , , , "I'll Q� � ,,���2 25 "' I I ' ' � "" , , " I I I - P," I ,,,,-,,,, Ir__.1I , , �� A ,, t : ,4_1 � _j !i i e, ,� "�,� , I -I (�) , , 1��, ` "I I I I I I I 11 I , , I I,- "I I , "I , � t, I n I'll I-- , " ""' 07 L. 7__N�%_� "-,,,-" "I -�, , I r, r- :W -,6, � � - I I I I - %Z I a - "__ I 7 J, J­­11�111f"1 11, ---111 1-1-111111 _ i k A .......... '4,7777 ............. 4 7 ....... ............... ..........._4, L 4 7 f , j BENCHMARK 77- ............ T__ in conc. curb stamped *SB CID Found 2" brass disk 9 4 j, , .......... BM 00823* at northwest comer of Foothill Blvd. and .......... . .......... ........... "It" .17+- ­ f------4 I t i L F, A Arc ---------- h*bald Ave. at west end of curb return. __ji 7" ....... .......... ' All ............. ............. -4 J f J Elevation= 1207.747 7 I I ,: - I--I- ---:-,-1-- ,, I.I-:�11 1 11 1 1 11 11:11-1 -I , - I ",""-t r 7 7 ........... ...... r i,, L L, i, i i 4- "i J A q J I+ J­11� CURB RETURN ........... L__J, I EXISTING G E,AT 1,:, f I - I� , ", ''''I I J '' 7 7 �K/w ou N/0 A J, j :1, Al A, EX I§Ti I`N3 CB 7- 7 ........... ................. 7: 777 771,11,11... ........I J FROPOSED TC AT 4 '60P__Ni/o_CL:, ........... ........... ............ .............. ........... -0 _7_ 7� t '77 7 �7......--------- -T :12 8 .... ....... .......... 'T, J, A ... ............ -7-77=A.............. JL 12071- ...... 00 `12Q7- f A r* 1 _1-11 ...... F- 0 N 1 4 OP6SEb,.,,,FL --PR -206 Cq A T, 61 - 4 0 lc&0 L 6 j N J 0 J 0 0 0 -4 C CN LAJ In rl- IM T7 ............. ................J j 'IF _0D 7, 7, 'A F tn I= 0 U_j V '7 < MCI f N V_ T_, 7 1- N N 7 7 J Al All,", "ill"-- ............ -A 7-7", A T ill T , J if A A 7 J_ ............. -A A, ... ....... A, V �i_Al J 1111:-i............... �'7_7� _77 'LE: r%'r S^A HORIZ. S` 1 VEM1. LOMLE: 1 "=2' 8+00 8+50 9+00 Cn 15 010 LO 0 J OD z P1, 03:: R/W ' 41f1M1j( + 4- THICK AC- I cncn < R/W �_J z 6 6 t I ­ f 1i ­ - 5 + 00 < i r-w" A F,�F F," 7 C 4 - 4 0 to C-6 9, L 7 My + W L 06 n6 TI kj liq 4 < 4 0 N!C 16 _ , , T-, ---- 4 < < 4 < < V) C to < 4 09 'n 4 It,I < 4 PROTECT IN PLACE. T'4' A I .< < 4 0 U) 4 4 < (0 V It,�,1 4 4 �< 'n i, REMOVED LOOSE 4r 4 lit" 4 Ift < ":_��i < CONCRETE AND PATCH 4 A (0 4 EXIST. PCC CATCH BASIN < 4n 4 14 4- 00 -A t j- :�3 C14 TRANSITIO (D 6—BY OTHER N 3" 5 17 00 6 - ch 0 2 8" THICK AC (0 0 + M z r�, coo C-4 0 1* C6 -:;d 0 to 0) W C14 r-%0 0; (q 0) M + 0 (6 0D 04Z Q + 0 0 N N AV M AV W V- Ar AV AV N STA 10+00 FOOTHILL BLVD. 0 AV AV _j 7+00 8+00 THIL L BL 9+00 STA 152+32.08 ARCHIBALD AVE. 10+00 TC 1208.03 ECR FL 1207.33 MATCH EXISTING 12 -H, 14 5 6 V1 25'j* ilY CONOZ311'RX.."110N NUOTE00% a. i........... 1 CONSTRUCT 4* THICK PCC SIDEWALK PER CITY' SM. 103, WIDTH VARIES 4" TO 7.59 17 W=18" 2 CONSTRUCT AC (SEE PLAN FOR THICKNESS) ®- 3 CONSTRUCT BUS BAY AND RIGHT TURN LANE PER CITY STD. I 19 k 4", 4 RELOCATE A t,I'T f," 8. 5 SAWCUT 8 7­FS 6 MATCH EXISTING lt, lf RETAINING,,'CURB 7 CURB PER CITY STD. 104, TYPE Al k JAZ 8 RESTORE IRRIGATION AND INSTALL SOD TO MATCH EXISTING, GRADE 5:1 A, 8'0 9 REMOVE 7.65 FS 25 TRENCH, INSTALL CONDUIT, PULL BOXES, PULL ROPE, AND BACKFILL PER S.C.E. DWO 6530-6705 N 1P crrf > 0 F, III (INSTALL STREET LIGHTS 16000 LUMEN HPSV BY S.C.E.) DESCRIPTION OF REVISION DATE APPROVM. N SCAPE PER CITY STD. 542, CASE 1 & 4z 0) %.q G O AZ 12 CONSTRUCT 4" THICK MODIFIED HANDICAPPED RAMP PER CITY STD. 102 & CALTRANS STD ABBA Uu 13 RESTORE TO MATCH EXISTING LANDSCAPING INCLUDING IRRIGATION SYSTEM "'i i�tj ............ 14 ADJUST TO GRADE Q, 0 PROTECT IN PLACE. REMOVED PLAN AND PR(%)FILE 15 CONSTRUCT PCC DRIVE APPROACH PER CITY STD. 101 TYPE C jl�' LOOSE CONCRETE AND PATCH 0% Aft w1a a a AV& RETAINING CURB 0 0 lb- E E Luff I 16 -111 Poo t GLUE DOWN VM EPDXY 3* ORANGE DELINEATOR EXIST. PCC CATCH BASIN %j8/2%j%jV 12wb BAY, D/W MU -q RAMP 17 CONSTRUCT TYPE P.C.C. CURB AND GUTTER PER CITY SM. 104 0) <7 a MWW IL R ii",f0t U 01T f r4l 1 1% REMOVE EXISTING AND INSTALL CAST IRON UNDERSIDENALK DRAIN PER CITY STD. 107-A <I 1 14 16 ADA AC RMO` I& Ad"LOWIMENTS f JA A <7 TO MATCH UP WITH EXISTING DROP INLET 1A CUT-OFF EMPTY REMOVE EXIST. RETAINING WALL CONSTRUCT REIAINING WALL T`YPE A PER CITY SM. 604. ELECTRICAL CONDUIT N09TH SIDE OF FOOTHILL BLVD. MD WEST OF ARCHIBALD AVE. L_/ lit" I 17 TCH EXIST. WALL INCLUDING GLASS BLOCK TILE. IN W=18" WALL FACE AND CAP SHALL MA .0FESS10 DETAIL A APPROVED BY. DATE: 031.2elecl 22 - INSTALL 4* SCH 40 PVC PIPEj, SLOPE TO DRAIN SCALE 1 =5# CITY ENGINEER RCE: 53672 23,,,,,,, REMOVE & REPLACE EXIST. CURB & GUTTER AND PORTION OF D/W @��_ T No. DEM R 24 PROTECT IN PLACE 1 3V 53672 INSTALL DETECTABLE WARNING SURFACE PER CITY STD. NO. 102 8" THICK AC I W __Qj -r— TRANSITION 0� Exp. 06-30-09 PK C111 U C L)NUA 7/7 10500 CIVIC CENTER DRIVE DRAWN r RANCHO CUCAMONGA, CA 91730 CIV%%V. STA 9+39.02 OF CA%.%* PK 3 oF 5 TC 1207.66 BCR CNECM DROW NO. FL 1206.99 CB R.C.F. NO 2234 DATE RLE NO T 5 BENCHMARK IFSet 20 brass disk in concrete stamped *City of Rancho Cucamonga Bench 1 1 7" at the LEGEND northwesterly n of cur of Street and Vineyard Ave., CONSTRUCT RETAINING I vatian= 1112. 3 o a t n of cu return. ,.,. CURB. GRADE 3:1 EXPANSION JOINT 'X� ..�I �`:�`�'���'��� �`.��. 6 SALVAGE TO MAX BEHIND RETAINING CURB WEAKENED PLANE JO CITY YARD k 4 EC 4 1NIN rH TREE 2 ." �, 0 00 a 00, P,a A _ s k:. ". I IIC)FF :, r llx £ I [ ; 4 0 0 0 © c oaOOOaa a MP DOWN- 4 �_, �ri �,1 0 0 0 .- ° 337aa,.MAX. Q4 j UL aaaa oo d- _ .._ .. _.._.... ooc1.°.a .o..a , a Q o_o- o.a i 4 _ d.„ O O O _ a4 12 p } ..__ � a °l 6 4 7T wv ��,� Qk- 4 AGF .d d coq 4 GROOVE (TYP) f STA 13+26.25 VINEYARD AVE. i (TYP) PER DETAIL. SEE � . _..._. . ' STA 10+04.10 (j 9TH ST. 25 _ ._. ...0 4 GF CITY . 102 € Q "y`.,✓,,l _. .... A k °t 6 2 DETECTOR BER PLACED SHALL 7 RAMP tJV�NN a.d:. a d E ( ) , ° °. 8.33 dulAX• . , 4°' 4 EA e w d m `I.5 d a �- `� ao ,r._C/L CONSTRUCTION SURVEY . �°a d d a �.. __.__., -----------._... _._ .,. ``o REFERENCED FROM EXISTING 5 6 as. 69 Z r IMPROVEMENTSP DWG. NO. 773. N ........... .4 � a G v iV W e} to 16 1 3 _ f z 4 ��� 2' ph rn RELOCATE TRANSITION C w, ' ``"� , < � REPLACE TRAFFIC __a. .......... ... � � BOX. w W O DR !, o a ©O 25 . 1,t. C,? .._.,_. " °O .000(10001 O U-0 r �y�p € ° Cly+'O k O O • ` . O 0a0° /►� ,(`C' �r v�� apt �^�`a �'1':'t ��O °Q ° ` + w. t IJ r. x 44 STA 19 ;r CR o R ' ''t" _.svf .� = s THICK Ac I w_ ; � E 1 2 6 E_.. i`,t 1 [!:ti t4 BY D 4 14 4 S 4 ww 4 t l_,1Ri 2 r .' L..^ C� U 4 � _ , .��_, STA-�"1"2481.1 o�_�` .r, ® CURVE R STA 12+79.54 °� k II , RN DATA ,p� THE PROPOSED TC PROFILE C:: P .; <2'R a 32' LF FROM C/L SHALL R=5.00 a: 17 BE 0.47 ABOVE EXIST. FS Lij-1 r` ',4 A=88«21'15" STA 12+73.34 d d ° PAVEMENT MEASURED FROM ddlOpp ` L=7.71 I. a 4 29' LT OF C/L 1,3'01-1, -y STA 12+71.17 . 4 14 a 1�'3 BEGIN C&G 4 d MATCH EXISTING ML Affdgm QQ LO TH010 4 d Q w=. a a d R i � � 32' NORTHEAST CORNER OF LEGENDd 4_ �/ . HELLMAN AVE. 6TH T. STA 12+51,22 4 EXPANSION JOINT 2.,§" 1 -- WEAKENED PLANE JOINT STA 12+48.22 STA 12+44.22. ;` .54 S 44 r STA 12+39.22 a 3'R'. a 2% d i C t^ di,AA q' E �w I ( a +`�i �R f f I`� I 4 k R ppf 11 v _ 3'R, 4 E I 6 t d vyl ' ' 1.5 11.5 1' 2 4" THICK :ta '(vz a � d N 8" THICK 2 4 A o STA 12+19.22 BEGIN S/W 8�' r A CONSTRUCT MODIFIED DRIVE 4 " APPROACH PER CITY STD. a A 04 - r 101, TYPE C. A ; p 4 yy ss REMOVE EXISTING UNDERSIDEWALK DRAIN ` CONSTRUCTION NOTES WIT r Q" N 1�--- CONSTRUCT 4" THICK PCC SID PER CITY . 103, WIDTH VARIES 4' T 7.5* A, RESTORE LANDSCAPING r c9 ° A 2 CONSTRUCT ( P FOR THICKNESS) & IRRIGATION SYSTEM + BCR rF 4' 1 3 CONSTRUCT S Y D IG N E P C . 11 4 RELOCATEo sjw 6 6 MATCH EXISTING fi 7 CONSTRUCT C RETAINING CURB P C . 104, TYPE Al 5 "" 0 IRRIGATION D I SOD TO MATCH I G, G :1 44 6REMOVE G 9 10 TRENCH, INSTALL CONDUIT, PULL BOXES, PULL ROPE, AND BACKFILL PER S.C.E. DWO 6530-6705 (INSTALLLI 16 LU H S.C.E. 11 CONSTRUCT COBBLESTONE D E P C . 5429 CASE1 12 CONSTRUCT 4" THICK MODIFIED Ct1Y HANDICAPPED RAMP PER CITY STD. 102 � CALTRANS STD. A88A DESCRIPTION OF REVISION SYSTEM DATE APPRQaI�M: 13 RESTORE TO MATCH EXISTING LANDSCAPING INCLUDING IRRIGATION 14 ADJUST TO GRADE 1 CONSTRUCT CAPPROACH PER C17Y . 101, E C 'OMY RMECHO IL N 16 GLUE ' GEDELINEATOR 17 CONSTRUCT ( — ) P.C.C. CU D G . 10PLAN @— REMOVE I I ION UD I . 107—A mmr&a lk&ft TO MATCH U I D INLET r1r Z008/2uuv Uub BAY, D/W jWuw%' 20 I I CONSTRUCT NIG WALL TYPE A PER CITY STD. 604. ADA ACUL:4b e F WALL FACE D MATCHEXIST. INCLUDING G BLOCK TILE. 22 NORTE4ST CORNER OF HSI" AVE. AND SIXTH ., I ,@- I C PIPE, SL TO D NINTHAVE AND SOM OF • Y D/W OF C"EM SCHOM 2 C I . CU G 0 OFD ®FESS® • 24 PRO CT INP rll « 2 I I SURFACE PER C O. 102 4.4 �' C ENGINEER No. ?2 PLAN PREPARED BY: W Exp. 06-30-09 K SOUTHERLY D IV F CARNELIAN CITY OF RANCHO CUCAMONGA 49 DRAWN 10500 CIVIC CENTER DRIVE ELEMENTARY LAT 71 CARNELIAN AVE., CIVIV ®It RANCHO CUCAMONGA, CA 91730 T 1070' NORTH OF ASE LI c4`� K • VINEYARDT. R.C.F. - CB DAM FXE NO 2234 • LEGEND: LEGEND: 5 p. EXPANSION JOINT 1). f, --n EXPANSION JOINT n �. WEAKENED PLANE JOINT WEAKENED PLANE JOINT 21 1. I 5 25 EXIST. S/W ES&A ZAO m5k E L IN I= I I I k 23 1 20 23 ° 20 � �� �. . a-� �� " � o � a °—10.6X2 4 EXIST. S/W " cv �' 00 .}� / 20 Q. ° 2Q 11 ;.,i a M, a "� A R o° RAMP 4 2 4 a °a e' t+�p: 7 W 23 d " 1 W f °D. F = EXIST. S/W 2® tiG 7 < A .� c► 3 3 Q R 3 > A a p �ti ? . p `' "a� 22 q -- 23 11 12 11 I ;..Q o Z DRIVEWAYS SHALL BE N 2 23 12 LO A4": 'FJ d 20 2 OPENED TO THE SITE ? z — . 24 7 W,mow AT ALL TIMES. n._ _ w ,. � � J ; W o RAMP 2 .,, a _... 22 — d- M� a _ g .j ... a: .. a E .. _ 2 aM �, � . 12 _ M . , Q ". ,.- -.,. �. ' 6 THICK RAMP 1 7 -J A ao. .c .�10: 9'X uap e � 2 d' y.w r, W r r e 'dry ►G� a.. i { ��' § ! M ° 23 SECTION A-a . 5 ° SECTION A-A 8" THICK AC 2 °°' '�: � :. : _:.. ' NTS i I A. 4 25 SECTION A-A NTS E a 'Ftr f 3 t 5 L3" THICK 2 14 ' NTS A.C. :f> I I t GN . EXPANSION JOINT WEAKENED PLANE JOINT CITY OF RANCHO CUCAMONGA CITY OF RANCHO CUCAMONGA CITY OF RANCHO CUCAMONGA CITY OF RANCHO CUCAMONGA LOCATION MAP N DRIVEWAY AT SOUTH OF BASE IME RD N DRIVEWAY AT SOUTH OF BASE LINE RD N DRIMAY AT SOUTH OF BASE LINE RD N 3 1"=109 3 1"=10' SCALE 1"=10' 5 1' 4' LEGEND: "'" EXPANSION JOINT ' a WEAKENED PLANE JOINT 5 a " 23 CONSTRUCTIONNOTES �° EXIST. S/W Q 4 C2' 4' 1 CONSTRUCT ICK PCC SID C . 103, VARIES ' To 7.5' 7 a . ,<< a N 20 Q �; , 2 CONSTRUCT AC (s P FTHICKNESS) 23 11 CONSTRUCT US Y D RIG N C . 119 Q 2 ' r 4 RELOCATE 4 I . SAWCUT J r► � � MATCH EXISTING "' 7 CONSTRUCT C RETAINING CUR P C . 104, TYPE Al W I , �8 -- RESTORE IRRIGATION AND INSTALL SOD To MATCH EXISTING, GRADE 5.1 ECF SECTIOREMOVE } 4 ` ; 20 `f`€ _ NTS 10 TRENCH, INSTALL CONDUIT, PULL BOXES, PULL ROPE, AND BACKFILL PER S.C.E. DWO 6530-6705 530 6705 (i LIG 16000 LU .C.E.) 11 CONSTRUCT COBBLESTONE HARDSCAPE PER CITY STD. 542, CASE 1 " ° 12 4 C . 102 . AM w� 1 RESTORE TO MATCH EXISTING LANDSCAPING INCLUDING I I TIO 3" THICK AC 2 � 5 ' p 14 U TOG E 15 CONSTRUCT PCC DRIVE APPROACH PER CITY STD. 101, TYPE C 16 GLUE DOWN WITH EPDXY 3' ORANGE DELINEATOR 17 CONSTRUCT (A2-8) P.C.C. CU D . 104 1 0 I D I I UN I C . 107—A T MATCH U EXISTING D INLET 0 o I . NIG CONSTRUCT I E A C 4, 22 WALL FACE S MATCH I INCLUDING GLASS L TI DESCRIPTIONO I _ CRY I " SCH C PIPE, SLP To , EXIST. CU d OF 24 PROTECT PLACE Amb,a AimUmu uuCAMurq 2 I I SURFACE P C . 102 PLAN FY euu8/20vV tsUzs BAY, D/W AND'& L ADA ACutzib RAMP IMPKOVEMLNTS DRIVEWAYS AT EAST SIDE OF LAVE. CITY OF RANCHO CUCAMONGA A�NQ__,SQUTH OF BASE Li - APPROVED BY. DATE: 4Y DRIVEWAY AT SOUTH OF BAN UNE RD N C I53672- DESIGN 3 7 DESIGN PLAN PREPARED BY: RECO MENDED SCALE 1"=10' PK VACITY OF RANCHO CUCAMONGA DRAWN 10500 CIVIC CENTER DRIVE RANCHO CUCAMONGA, CA 91730 VA OF CHECKED R.C.E. NO DRAWING NO. CB DATE FILE NO 2234 FOOTHILL sic 1130/2009 8:56 Am CUSTOMER NOTE: I - Schedule 40 PVC ---- CF EX: 10 IN x 17"x i2" Concrete NH Customer to intercept existing 2" 2-, 2-Y211 & '��� Duct � 36" Bends "'—� RM: 2-1Jc 2�k8 AL CLP EOQU- 76' conduit and extend approximately 5' E7C: 33' of 2"conduit to be removed 411 Duct = 48i' Bends IPI: 2-1lc 2-#8 AE CLP 600V - 63' to new location of streetlight 5 or abandoned by customer., 3-, Schedule 80 bends at Riser Pole � --~ -�-�-, cap to sL6647E 4- Du ct to be mini Mum 3 D" below gutter grade 5- Install Y4' Poly pull rope in duct dor mandre([ing �--- ..�-- .----.��. - ___.. ��_ �. � _�.�. ��.._ ...�._.�. �.�. _ _.�.. _..,�.. _�. � 6- Duch must be inspected before backfilling 7,, Duct must be rnandreifed after backfill - EX: 3-110 2-42& 144 AZ CLP 600V -99' CONDUIT RADIUmm,S:i. � EC: 3-1/- AL CLP _ 1941 A: The minimumfor 60 radius bends are: °V ! � • -�`-�W�..--, 36" for conduits 3" in diameter or smeller --...... -�--�.... � -.�"�..�._.�.�.�. �� ' ��. .�_� .�.,.� ...�.�_� -�-�-�- .�- �� `''`�--••- --.� --- _ �..�.� ----ice fey 48�� for conduits 4�� and 5�� in diameter "----Y_._.__ ._.w.,.�� ,,,�...., .... ""'^.�,..�--.--._.�..._._.� ,........_.._.T._._. EX 3-ilc 2-42& 1-44 AL CLP 606V- 149' 3irhruW17( w. ...,,......�. B.- The minimum radius dor sweeps are: ---�.._.`w`.�`.��-u--_-�----.�.`�'� �'��' .. � -- ._��..._.. .^�..,..._ __ ---. .�.�.�......� ��� cItr� �Uttei 36" for conduits 3" in diameter ar smaller . �c ca-. gqk P-of led. --�- ---- 12',,6" for primary conduits 4" in diameter or larger .. Legend: _ ...�...�,_._ � _�.w�._�. .�.... - - - _w _ �� y ._.._... _.�.___ _.�... �...�.._ CF a Customer Furnishedlinstalleddo:a TC CO - Customer Owned/installed ��-�---��-- .._, 4=_ -2,0 to t z> IN - Edison Installed Ci - Customer Installed EX - Existiong Customer to install all ducts and structures per - Southern California Edison's electrical rI AM- Aft U Zn requirements. All duck and structures subject EIwff 0 �3 apJ 47 to approval by SCE's underground inspector. 5' x 8' 6"' x 7' SOE 'L — 10 25kVA 1201240V 6.9kV #2 DBE 'I — 3 7 ' Concrete 1T5' Brkt Crew Note: Ameron to remove Street Approximately four weeds prior to needing 1 -- 16300 HSV 120V Cutoff Light Pale #2346647E and foundation, permanent electrical service, please contact our K Ameron will store existing pole, until new office to schedule your pr0�ec �. ��� ��� ,� 3� ,� � 76' — 2-'11c #� AL CLP 600V site is ready, then reinstall Street dight Pole #2346647E of new location. Customer to furnish and install 5' of 2" conduit from 5' x 8. 6'" x 7SOE INE intercept point to new SL & with W polypropylene rope, 63' — 2-1/c #$ AL CLP 600V braided or twisted raked @ 1100 Lbs. inside duct. Cali job inspector for required preconstruction meeting and for trench/duct inspection prior to beginning construction. Please glove 48 hr advance notice: Eddie Villanueva @ TRENCH DETAIL (909) 357-6213 or 951 -315-8082 GurrLR GRADE Contact: Ping Kho 9Q9-477-2740 -- Ext.* 4067co ----U:J_ T (IV 4 12" MIN. RADIALLY PLANNER: PROPOSED CONSTRUCTION (LQCA'fiQN). THOMAS MAI': DISTRICT; -•- - ._.. Q.FaOMTELcaICA-r� T. Keetle SA�i X03 B1 30 - Foothill JPA NO: FoothilI Blvd. N15 W/O Haven Ave. PRINTED SCALE: ciRcurr: . . ��"SANdIGRAVEL Rancho Cucamonga, CA 91730 NO SCALE Terra 12kV "B I" --,,,,,,,,.TRENCH DETAIL pWO: CUSTOMER: TLM-CSD 1401iEQD?: SUBSTATION:�r�w Note: Crew to pull from SL to S3017. EPL ^ EJ1 GtTER 6530-6705 City of Rancho Cucallu��)1111�� YES NO Archline 301THERhCALIFaNIA Al NUMBER: CUSTOMER ADDRESS: INVENTORY MAPS: ED� %JN 9-670? 'i0500 Civic Center Dr., Rancho Cucamonga, 91730 221-2127-0 An E01SdN INTERNATIONAL ComFaty UNDERGROUND SERVICE ALERTPR°DuC�#: z FLICKER FACTOR: 1 -80O-42r�-�� �r� �� � 329377 TLM DATA: SfZE KVA GUST °YoLOAD � �•7 m RELATED AWEX1Sf 0.00% New 0.00% FOREMAN 1VANfE 1 TRUCK#: USA 1 -800-227-2600No�te ExIsr 25kVA 13.9 � 55.�Q°/r� ilC1LTAGE �}RC1P: ------- Planner: "dim Keetle �� FUNDERGROUND --•�-- � RELATED i��tt7Di�CT#: PERIOD ��fDtiVG: {)fflC�': (909) ��7-��2'� LOCATING 2 DAYS BEFORE '1�(�1..� DIG � ���SAN[7IGR�VEL None PROP 25kVA 13.9 1 X5.70% EASt 0.00% New 0.00% . CP11: (9Q9) 631-3817 _ Foothill Blvd. NS WO Haven Ave, - RC - 91730 - Relo.vsd oaAwixo Na