Loading...
HomeMy WebLinkAbout2146 . I- I I I I I SEEMMMM r-1V ,T--,% rl C-lif lr� 71-11 low, lr-% "r-,% I rp ,, , , , - , 11 1. ... I I 1 �506 va 11 ov��D�� "`�Ii--�-',.�:�" , ,ii i ,1:....... '�',�,:­ - ­­I I I I ,�,.�:�,� . , ,&�, �,,'' , � �, �4�,�l 111. --- I 11 ­­ , ::�': ,,­, ,,:' -�' �o': . :­,�z: :­ .:�::::::::..,�:�:::..�...:::::::...,.,:: - I , . ; ,:;x;..`::::::::::::::: :: .­ ��,:"::,i�,v­ � , "" �­.`In���­­�` , ;,.�:::�;�'.- .. ,, ....�I ��::::�: :-.'-.',:!:�:-,.­,,,', I'll I '' � . . , TO, I I I , ., ': - ":,�:., �, � , , ­ I., i: I I .. I .�.;!! I "i`­,"..." , !­ � I I W�V;`mt P," I''� , ,,A' . � .K -1" � 7 . . . I � 1-: Rd 1. All work shall be done in accordance with these plans, the Cit K�) I R & ,7!) Tui­,�c ii ­�:�,!�qi- �F� . . , , I ��::� ""�,�,.7-,­`�`�* y of Rancho Cucamonga , ,'' -1 .I.......'.I........ , .-­,�­­riil ii����': I - .,,.:�: , , I " , , ,.,:,." ; -!]�:���i��:��ii��ii�', .:.:.::...... " , I., . �,.. , ii,r a�:��!�:��:�!:!:i��-�:-;�: , ,,,�­, " I ,., ,�. 11 ­:. � V,;.-.�:' " ,::;%,.i�"­, ­ . . ,�:f� -'�i��i,i', ..,1..,'1,...,.,. I 1,�­ 11 I I—. .-I . -I �:­­::,. ­�, ,:� .. I..I',,,­­­.'�'�:��,'� :::.:-:X-X-:-�-:-.-X'... ­. � .;�:: , - I.%. :::.:.:,:-:-:�1.1,.-,.. 1. I ­..... ". ­......I , , !�:,���i :::..�'�'�'�:�:�.;,:.�;;:�:,:.:�7...:.:�::.!.: .­..­.­. ;-X-:,!:.:-:-X . . �������i�������������������������������� :� . . �: ­:�. , * :-:,;-!!iiiil!�;�� �i�l!i�il!�l!i�l!��!i�ii��ii��i�i�ii*..1"......-I-.,-..-.., I ­ I I-­�-­,I.. 1.�,I .1 .1�1.I I I:: :(A"A: �: * ,!- .: ,' :���,,.;:-y-.-.,;,::-:`,&": �, -i: ---------- ­,,..­...,..,,.,.,.­` ", -1.-.....- - � �:­`�,,:,�­':,:::,:11% - v I * � : ": ,� -.4 -�� , :: i , , " ­­ ...".r.,'­­­ .. ­ .,..,'...,.,...-1', ...,''........, , �' . � 1- -1 'i �� ,.,,� , I � I ,�i . � ,I ­­ :�­p, � �. .,­`� �, �:!r­�.�;i": - 4��:-�� 9 . ,ii.,,, 1.1; ,��!��.�-�­"'. , �.:�!:�:, , - I , ­ :�,��!;�:�ii,.� I .", . ''. - .1...........­ - current edition. :� I I . , I- , I- . , ,!!; ��;:�!!::�­11,1:�', � 11,1, ..I X- :: :; X ..,,.,­­­­-.1...I -:::-X.:X�X-X.: ......-.1'.','.'.',, I , " ­ , � I �;� - -11.-,�.::�::!::*:::,::::::!:.:::::::: ...",".­....."". -!:::!::::::::.,11,.--. .... I ­:: ..:­=�,V I I I I—: ­,,�:::,.�.�.�:......�:.,!�...........�,�..... ,. �, :::::::::::::::::::::::!:, :....I......��.%....­. � ,.­,­­­­­­­,­ , .:­­... :--.�.............. ....�... "I � 11�:­...� ­I �:`I, � .......... -....-.�.-.-.-.-.-��-,,.�,,-.-.-.. I " '­ .: � ­ , ­�,;:�:. - ''I " . -........, ! . .... I �-.:H d hf ­­.... ­ �.-,�.I.......i'���".��*�*�..".'.."I .." - ­- .. . ­ :.:-::.::-:::-::-­:::;*:�::��. , �...........-- Standards and the Standard Specifications for Public Works Construction ­­� , ­',�-- , � -! � �:, � .'. .-I.:i­: ..:::, ...'­...'..,......­ �',ii,`i�i.-`.'-.:�, ­....2,11 I . id,z ­ " --� . . � .1 111. �-:' ,��;!�: �-x '114� ­ ­ -........�.... � 1: �'P,� , ,;i ,,." i:i:.*i,.,��.,.,:�:i:�',*�,.:�:i:�,�'..]:�:]:�:�:�:�; ,::::;,:, . .,,...., .,. X.:::: � .­,, �:� ,11:11, � : :;:I , . 1: . . -.."�:j:.z.; ......:....,.,:....,:,:.:�:.:,:,.,....�,�....�....- I'll. I I � ::::,::::::::`,""""",", ;." :�,::::::;::!::::.1... ixi�:�:.i,i.j.j::::��::*.�,:.,.i::::�:..,..,.:�..�:::::::::::::::::::::::::::::::::::::::::::::: , � I I I I ." . � �� r , .:::.:::��­­*� ,. :;:::�::::::;: ,. � . .....­-M, . ,��,!; ,�,.�:�;....,t,�.�,.�.�:.�.�,�.�,�;��: ��: ; 4" � "­­­­ ,-, ,�.�.9. , . � ..:.:.:��.-''*"........."....,.-�.-�-.-.'I . :.:��­ ­ ,...�...�.,.�...�...�..."",:.:..�.. .1 .: - - . .....­.,,'...,............. %`�:::i��!:i;:!.!" :::::::::�."::. **............ , , ­...��-.-.­­.......... ��;�i!����.�'�,i�'*.*.��;���;i�i��.�.'..*.,..'.,���! �,�,,* * ,**­ '' - I i. :: � :,:�;­;.......:.-.-.,­X.:�': " ,� � . -%, , : * �16,�111 0 :�., - .-:::::::::::::::�.": .:.:.:.:.:,:.::.::.::,:.:�::,:�:.:� ­ , , -�,ii��,��.�::,', *�`::.,..10 .."..1,.,.,,-......� ** �;!�;i�."*..��;��;�����.�'.*".,������ -,:::::�::::'::X:-::,:.:;,. ­,,.............................,'- -r"., ,,,:� .�­o� .,I "I .. "".." I I -PrM0;.rX�, ,:��'�::�:i� I . : ................:; , :;:. .......*..... .,-..'I- X ......­..................... `:", ,"'""" , . � ­:� ..,.* :�-*.�:.:.:.::.::.:�:.:.:.:�:.,.:.::- ...­.....­..,'...­­­" ­, J . ,. , .... :::* .:.:.:.:..,.,..,.,.,..�,�.-,,�-.','.',,,��I I . ­:', ..., , ::::�:..*..,.":���..:::::�.,�..�"..�...�... : ...........".....,.,.�.,:�!��.,',"',"..", ....... ...... I— ...... ....I——....--.1..: ..... ...,...­.....,.,.,,...� . ,, `��`.��i���i��iii��i � . ,� .-I ...%.,­.,,,...'­­ ::: ­: .....,-.1.,-...... 'I.-I""�`�- ..�...� I �... � ­::::::::;::::: .: ­­ . ­.....-.I..... R"­­­`­`.�I, I ­ 11 -1 I .vn R, - , � 1 �.':,, ,"'. I:—- - �0 I -� , ,� ..., %'j-, .......'....,.........,.: �''. . , .�;., , I . I I . , ..,1, -1 ­ -­­ -::;��.�,,,,:- , ­­---1---.;:: ....,...�.....''.....".�....�.... �:, 1.1,".����]��������������]��������������:. .11.11111..�.-',,.� :,:-�i���i;i!��;��i....... ., ­11 � ", : ­,` .--1--.-;,.-... ..ii��.::::�,:::,.:::::::::::::::�:!::,�.,..,..".. ....I � , .­.............................� ......�` 1. ...: :::%:;xx:��, , ­...­ :, , I ,:­ ��i����i�i�i��i����iiii�i��ii�i;�ii�i�!��!���i�::.''-.,�,�.�'....�'� ..............�...-..,.,.,.`-1,."--,," . !X:...'��.,:.:.::.:.:...:.:.::.:.:.:.:.:.:....:"......,.��....'�",....'.... .. ,X.:.:,--,',J.-.....�................­. 1 ,, :� ,1 ,:,:� : � � :;�;::-:.:�i.::�� ..,:":� �,�-�.�� ;��:� ::::::%::�:,��:- - . " ,...:,:m=ra ;r�- :;i;:.,�:!j��:��i�;�:�. . , . .;�, '..`�2 `:�:��:eorc��­ ­­­ , �" ­! ­ . - � z .e. .r -� : � Contractor shall be familiar with and shall be responsible for adherence to these :, - ' ' . 9 . " ;.'���-:2t, . � , ,. I . ­:Shanvood Dr,""- F I . � R;"I..�� �, �I X��I�...,;.;....,.-�,�,,, " I I:�­,;"..J.,,;�� , ,, � i:i ,�.::��.­..;� 1, � ,-�, 1 ::� :�- I, ; � � �......."', - , -1 T� ! : �-11, ,� f, , �,� :�!,-�­­ , ,� ...�� ,:��:­ , � � �u �, 1, :i.....%� 'k��i��­ I� I . , � � ­ ..'1:i:,� .., I �:`� I I I., I �, , I—I ,I ,., ,.-�.'., ,, , . X..,::.'­........ � . -.:,-I ....- I �5, I 1.- 1.1%::,:�:,.�i�i� , :::�::j�,::;:�,1...­ ,......... ­ ­­. ­ :, � ., � ..X: ., .. -- I......,, x,-:.:-:::......., � - �i,.:....:�­: ..., .- -1 . ��i���;�;�,4T� ....... I , I -.0 I—-� ,, .. :�i�: -1,`,`,',,i'i-`j�I"".... .L..:,�....�.� ,, ," � , � - 1�.­ , .". - . I , R -11 .1 ,�:*� � ��i��: :;;::.;.' ,� .� I . ;,, 'C' 'h M 0 L. ­­ � `­`­­ i$iii��i�: �"`,�'i,:':.­j� � -��:��:�:��:��i;.:�i::i��,::Iii,i ii� . ���=���c,.,..�.i�..���.�,�:�����,: �i­,;..!1:.­ Standards and Specifications. . 11 , W- :�;��i��������;����]��i�i�����i���;�i�������!���l:: I , camaffid ctrif�,�, ,�,� ,� ��, �­ i:,"llff�,­��...�191 �: -...i:�.­:,��,�':- " ''... . ��% I., I -0 . ­­., I, .::.� 4 .: I.. 1. I .. , �! 1. , �,­ I ..."I X: ,X!-`,'. �,�: ..'j!�j��;j�j�j�jj� ,.,,,......... -... .. I 11 , �.�­� . --- I� �:­ j ­­�:%........:.­:�i:!.:/,�­,,1,.,-,1:1.,, -1 � I 11, , - � �i!'�..�;­.:� ''lb .­­1�1 I.; I ­,. �1.1 , ,,......,,,.,- 1-1 >��,':;:� I :: .1"..,�­.�, ­: , ., ,-...:1:-.A,:. " , D! " ­ - ��i�!�!�����i�i���;�i�;��:������i��l, ,�.��;���;�i�i�� -F,:,:-X-..:-:.X­ : �Kl ,`­,, t:......�'� , , , ANLm��...... .. -, ,=.M. ,:.;.. .-I I......­.­. i IMPRO VEMENT PLANS - . ....:­-::.:.AV1l I-— ,..,.,.....,.,.,.,., � :! .J., .11--...........", I � :.�.i.,.::�: .Mr *-J - ,�,­,-- �-lel�l�r"-���,��i,,,,i.:.�.�:�� i ::, '�..,",:::�::,.:;:::::::*.:,..Iu ..,.,...­..,..,.,..., , — - . I wi . J..........."...".1--', .,....,.1.,,.,,, ...,...,...,�....".�..�.,.,...,.'I ........,­....". :�,�i��:i:�­!��q. �.,tl�:�,,��::�:��:�I`: , :­ I ....'.... �,' . -.*�!�!�i!�!�i�i�� ..... ­',­­�.,.,�:.....­­.­ 1��ll ilill:�,1!11, 11:11 �:­..,,­­- "..', " I —— ­. ­ - - ­ 1. �:' �.� .........I—. -1 I.. .. � .. - illliiiiiili� 1 ---- I.- . ,X.-X................ -1-11.... - �`1 I i 1 17s,71d.�k&!-i " "' il�l�lil�i,ii,i�1111111�1,111�ill�,1111� molskfo:1� ­.- IF I..., ,­,-.-.-.-,....... ?,­:.��i..�..,4�.��,�, , ­., ­ ­ I ..-, ,. .. ..." .. P I 4 ........ �. :::: .....'..........."..,"'. .:, - -: ': , ­­ ­­ . ­ . . ......... . ­ �­ � i'lill1l'!11,1........J.....-.-..1,.- I... ,..... .''............""...." 11 ­ .... I .1 , :,�Ii ; ­`M0 Ln � , 11 1:.� .- I .1.i-0(M.'UM 7.7-771.1. 77.7 1, , ,.:;: ��0 I I...........�... il� Q.-.�-.��,-,:,.--.."�:l��;�,�:"", .... ... 2. All pipelines or substructures of any kind, telephone or power poles, water meters, ­1P.A'1;l,..:�, . �0­­-­­�'-. 1, , " I W.111.1:11� ­­ I '.'.':'.'.'o'.'.: " ';;', .,....­.­:. �. , ­ I ;, �­ " , f.,", ::% HW' tr$ � .:I I.. , I .,-1 I� I`— .-I............".', i ­ ......, ..."'...........'....... , , ­ �I. I I .. " , il ­ �111zl... %-%:........... I . ... .. ,: 1:� ... ;..­­­.,: ,,k.:;-�:­;�: 1.�.. . - �­ ....... I 1, .: ::� *0"�7'­�` :��.fil�il �� - ;- 11,�,*:7 .1 ..... ,­,, . ., �� . � 11 'I, Q . : I I,:�J. ­lk �:��:����j� I� ,`.:� � �­­-.­ ; ,.,: �,:.-­ I ­ I,, - 11 ..� .. " � � - - ­2��� �ii''1, ­11;I,.: I -, '�' 1, ,.�-'� 71i� ,..::., -- ; I ,:.: I— .�", I I , - W ,::;: :..11 .,. :::�`:- 1 , j:-; :.. ��R.�� .. .::..::* ,":,'i,.'.`.� :'::�'.. 1.�o;',� ,, I ,":­ � .1', ,.-,�,: ­�;� � 1. IT .­..� ,: �� ­-- .:. �,;l...I i",:::;;,: ii�i�i;i�i�!�i�!�!����i�i���i.-I.:,�" �� ,I � ":,""':. ,;'-�­ � , . I... � �:*:, ­ ­....­ --.m.,............ , ­ ,.. ::: , � ­ 11 I.... �. , � ... I . I :-: :;:: ,N. ::::::i!:::: -of-woy I �,�.�-.�J�,,,........., � .�:� ...�� :;:::,* , �, , , valves, fire hydrants, etc., shown or not shown on these plans within the right ,.,I , �:l ...�.�; >,.�­­ � ,� �'o;:,,...,:.....�!. � :­- .... ..I , � W �, . I . .... , I I I �.� I� I - . I., .­� '.I...... ...::...-1 ....."......,..�......"........�.,.�"....'�..�.. I � ,,�i�:�::"�.�';�::.:,�:,�ID.*"-,'':���,:�������������������������������: '.�: �I � * I �i! " . ,:�,�]'�...��.�,��:.;.,:�.!�.,I *,: .. ......I��--.,.-.�l.::":,�'-�'-''-'-*"-'-'-"�..... I I . I� - 11 * , I .. ". ....­ ­­ ­ I ­ . , , - , ., , . .-, i � ­, 1. - . , , I. ­ ::X: �..........;.. :�::�X-X-:.:-:.:,:.:-:,:::, A , , .-I(" I e�,, � , � ­� �� ... . - I . 'I xjiv ,lah A-6,- �­ N. .:��,:" , "'' - il�11 11; , ,IN il I , . -��, , ,. s­�­:�­M'­:;L � "':2 , '' I ­ , � , ` � -��: ...­,%­-..,.­,-­ �;,�.;,�­I�,:- :.�.4... -­­-­,-�-�".r--.� I; �... . ­,,­,,.,.,..,,,, I �....­­­­ , ­...­ .:��.��:i�,ii�i�:i�� -IX— , ,'' ­i,!�!:��-��, P,��.� �*;�5. . :i:K*�`,­ � I X I:zi�i��i��i�i�����:���:�:���:�:�i�i���������ii i�i�i�i���i!i�!���i!iii�i�i!�i�ii��i!�ii��i�'*'****"*,*'*'*""*"""""'*"""""""", � 11 ­w. -Si, - .i- ::--- , I I ::. ""."', ­ - , - . ����:��::�::�:��:�:��i�i�:.:�:,�*, �il, I I --6::",, ­­­..... ,:;, , J .­­­,,.,­.... .. limits or in adjacent areas where improvement work is to be done shall be removed, ff : , ., -i:� , .'. �:,I-I �,,M'.;:: , ": " 'r ­. . ­,­­­.-., ::::�', '*...,�i����]��;;��i���i���*'.**-'i���� I ... . j:'. ,�:, ... ­­ , , :­`­ -1 .. - I' ll ...-V, , � :- - :�� ­, , . .: " 'IQ '... '' t ": : :;:�:,:.:.:�:,:.:-::-:-;-::-:-;-::-:�:-:I : �.­, :;��i�.`ii�'.':�:.`:�,�,*�,.-"..'..'�,�...............��..�.�.....i : - ,::..,: ` , ,. .., I ::` --­ ­ ...­ . - .11 ­­'. a R , I �� ,:,''�,7. .­ 2 ­­­ ,.­­ ­,�-=;...., ­.­'�­.. ::,-,- ,rs .:7 K�.K(!P.P.�-..9::� `:�':� :� .:::;:-::::::::i.,::;", . '­ :� I I 10 rtz,an,l!-A..I,'ir".��.i�:....:i�;..��i,. *= �­ .1 I , I .", .: ...-:4 I . ; ­.. 11 :� ­­ 1�,,,..- ,, , , ': 4 1 1 11.... .. .. � ......:. . I ,­ .:.:.:�::.:.:.:.:.:.::�,:.:.:.:.:.:.:::.:.:.:.:,:�;�:�:: :.I '­ ­ , I I ­.....: :-,;,�Z­i � , :­ � I'��""I I - �::. ,�,�.�, �:. � , ,­ , 1. .1 I I . I : �7,:. ,J�� ­. .. � :..' ::::�:;: ::::::::::;::::;::::::.;;:�.�.,��. i�i���iii����i!�!�i�iii!�ii��i�i���i�i!�i�::,"",­­ , - I . ,,,,` :: ... .. : I "". ..... '�������i�����������!���i���;�����i:i:�:i:��i���ii�!;��:::.:::::�� `­:::::.......... ..... � � ......... I ,.,. I 4--.....- ,.1 ::::,: �,,"... ,I ­"I I'll .1 ­- . ­­..."', �i��:��:.:�-,.��i�!�i!.�,�.-,!� 1,11...": ", ::::.,-."1 ­­ : I - .:.­..&:;­"�� .: I I ... 1�..:`��4 � I I . I ", ..:,� 1-1,; , 11.1.1 .............­...-1-11-11.1"..'-... , ­........� i .�ll.,��.,:,.,.,.,.�....",........�.. I., :-X.::-.-:.:-:` " , .1 y I,. :,I— �..�...,.,.,.,.�.�.,.�..,.,�".",...�..'�...."�,.,::::::::::: , . ­: 1- - ­ ­...­­ .I I .;". I - ..��­I�:,:.,:;:�- ",,��­,­­..., . I .. ,.­­­­..,.­ -.�,�. : ': , -G�19­............ . .-� ,. , .. � �.. ":�::�::-��,����������]���]����������������i]���������::: . . I I'll i­ .., , ­"­ . 11 1��, : ,. . 11.� �,­­ ,�I' -f:i�:::'����, , ,.�...� � !�41� i ­. .....:�:�:��:!:;�ii�:!��i` �,:�.:::, � ": , ... ::;::::::*, "'�­."I'-."..'.�1.�­�'r'.'.�.�.�.�.­, , I �... , .­� . .I ", ­::'.­�� ­. - a :...,,.Ei��',��"i�:��:.��:,�� ,.-�M.!�;i;:�i � y of Rancho Cucamonga. U'l T ,�, ­­,! E,��V� ...:......"....",�.��'....�... relocated or protected in place as required at no cost to the Cit FOR TRA ,6 NO ,o 1 6 5 &"'�2 �.!:,..�.,'�.,:.:������..�i�.�,��.:�:����.��4,- , . -, 6:A­.­�. , i; Idw`13 � I I­- .11 I �4 ...... , I 'I'�'.���'�'...'.'.'."""rr'l"".'.'.�."'�������'. ...., I 1. �;,--4 .:::,:�:i, ..:::,�,..­...­..­r­...­­......��...- I ....�......................... I.. �... � " ­........� ... ... - ­ ... .."'. :::::::::,:::::::....�.....�,.�.�..'.'.....�..,..rllr...­­.­,,..,­.­,­, � -, - .­­. ­­ I.,....:::,,­,­,1 I I 11"I"".......�­.Irl ,;,� . �.i:: %:,��t, :: ::�'���.�.�-�,�����-:i��.iii�iiiiiiiiiiiiii�iiiiiiiiiiiiii����"..-"�,,.�"".-'Amb�or'Ln.� �' :­ ­ 11.-- I ::I- X -1�.11���!..:::,:::,:;,:.;.::"��.�11`� - - ­ - .11-.11 I-­ ­� .1.r,1,1.1.:,:,:::::::::,:X 1,1:1.1:. I 111 I'' ....7 I.- .. ,�, :ii. '�� , :�` :,.,.., lrl':�,,..... � "'1111-111,W .......: :, ,."i-*, ::::: ..,-­�-. ..�.I.......'.',........�.r..,'.'...�,....�.1.1.1........11�I., I I I :�, .11 '� .-......" ...", ,::::::! ­...­­­ ,,;"� "::;,� j: , li , �::;­i:��:­j;�� : :,­ `" , ,:"*:.,.!:*��:i::�-"*'**"".,.--".�,­;.;­­­�. .­:­ I ,1. r"'... ....� ... `- , ...... � --1.­ .. -1-1 I ,� .1 ­, ­­­ ...­�.........I.......­...­::;::­­,... ". :i: � . ­.., .- I. : ­ -,::::: :..I.,1,....: :: .-IX,­ ," ...'.1",� ..�:-;.: ...I.....I :;:::::::;::::::::::1:,,�.'.i-.-i.,. :.XX�:�:-:,.-:`*.-.`.-. I I "...., , ­­�'­ I I ­ -,�i" ::, '----..,.'1.... 1­11'*'1'::1::X..�.,�.��'.'�":�::::::::�i���i�:�:�:�:�:::,���:�:���::: � ,- - � . X : :::::::::%;:::::::: I I �. . .1 I . -,.. ... ... ... ,.. . ,.. .� ,.. .� �!,I o�: � ,�,��!�z�i�­�j�:�,�,,- .-.,I�:-�� e� - 1". 1. ­­­ . - I 1w.r,111.1,; � .� �.11 -. , . . 1. �, ,�..'.."1�.,�,���,�����"­--.-.,-­- . � :" :::, . ,: :..�.....;­..­,.. ­'­ :-� ;:,i:,,,;::, .; ,,;:::;:;:, ......� . . �i:����...U!�� �i � .�.' I I 11 K,-. "'. ::...:­­:., 'A�:. .. I%:J�:�,� i:. ,I ,�" ,, � ­ , , , ,�'. � ::. .I..".............. :::rr,::::":::' ,, ,� - I., I . ....,,, .......................I : .. - .� , , . I .­... ...��.­­. '....,", 1.I : :" : �­.­.��� :: :'-)n , , '­ I. I ­ ': I I I I � ­..,., ... ...­....li��i� ::::�::-X:X-...:.:.:,: ,....�.��.,-..�i:���:����i]�:.::.: �, I, ­'," , * , , 11 . I ,, . ��,, �� "I -1 "',-,,% .....-.-.­.�-... :.:::-:....­ -::�:.:.'..'.'.'�l'.'.1'..'.'..'.'.'.'r�'�'��.��'�'ll�I.".'. I � � . ­­....I . ..'....,­I..:..:.�...,..,�.,.,�.....,.".",.,...,.":: ...... - :.I , !: ` , ` - - *� �, ,, ."'' ,,",� ,," ,, ''. -� , I W " I :::::X::: ::;:::`X i�li��ii��!i�lill�lli�i ....... -,:::::,.:,`�::, nx:::7 ­. J. Any contractor performing work on this project shall fdmiliGrize himself with the site I 'a . B S1,�i��:��:��-�.,;:: �' I .., , :::� .: ",'. "::*. � ,­,-,, `:;:::::::.;:" .­,::;.. 1�1':..!� � '.�:,;--��J. .�'L.i-,�. - .!t,�­,--),-.-­ ­ ", ,'"'.-, -,.:,,���­� .:i:��iii:�`,.� .01.1 -11.� .h.."I.,".'.......,,....; . I 11. I: , � - ,X: .... I—'-11-1-1: -­.­.i -i .ij:..�,:.:,�..l .�:. I I "..6.�I �'­ ..91" " i��,�, ,����,�,i�,:.::,:,:.,, --V-1 ;:,::.,.:" X!:.: `�:`.--1" : .­.­,­­,. . ".J."I �.Z" E. ­.,�.-.��:� ::XXX::�., :::;::`­ ­ ­ ,4:;k;:,::- .- ,::­�:, -il, .-,�! 59 " , , , , RN . ''I . ,�'i ,;. -1.­ * : ,i ­ ­­­. ­ � : I......-, .,­ ::,:: ::;::::�!:;i��i ��" :�.,.:,.,�'-'��::���i��:��::��]:�::�j:j�i�j:�:::��� �j: ;.. ...... ..­ ,... . .�...I ...... *­,.., �. '� .::�:,�:, I :! .� .. .':'. . i.....i ,,": � :� � I-.1- ­­0-­­ -,.. 4 ri*z ­': :�".,,,�&=.,, '' , ,!:::.,�!�:: , ........,.. ........,,..,.­,,.........i. , �,�,, - �i��:.i­`l i��:j ,,, ,4 �:�., , 0, 1,11,111,111 I , I ' ' - , I ,� . : , .. ;��i:!. * ...... ,11,11111,11, , ,, A. -1....�,:�-.'-.--�z:".:.��":::�.::.,. I .. -� ��:, ., I �:::,::,::,;� .i:i�i:i:i:i:�:�:.. ....,"....", ,����i�i;i;i�i�i�iii� ," , I I :: - .,�,�,;:::;::.::;�;:;:;:�:;�.;;�;.�,;;;; ': X::.- :�:�;�i�ii:z��i�: . -x-x............ , � ,;7'' .-- - . .1 ::;­:::::::: . ::::­ :.,:4:F: i � ,�;.,e;.�t�-:,�:j��,:,��.,. !400afld��Av­ ;.....;� . .1 '.�.� ­� , :, ,� ` .. , 01 �X: ...... :" 4i�;,: ....,........:'...:�;.��;:X,� AF I AF F '-.��:i,.:.�i:.,,'. ..... .1 ,,, .1 . � IF ff III IF 1. �,:­ I- :,�-� ­ .:.:...­­.,� ­ I I... .........: :, F­�i.�i­ I I., I �.....- I., ,I- ... '' , ...ll� 1 0� I.....11. 1. ::,::;:,,. ::;:,�'�i]��i�::����:�:j:�:�:�:�.....,.�...,.,.....�.....i:�:�:.I.I....:-:-: . . I .. .1 . ,. '.0"", ­1�1, ".,,..-�� ...... ,.....,.., -­......�....... -1. .-:-:-:-:.:.:,:- I � . , , : i: ' .....�.��..�..,.,��.......,.,��.', :;1.":,:', -, I'' :. ..'.1 � ,­:" ;- I I j:::,,,:�;,:.�::, .X , .1'...=�..... ,%,'11. :. ', �:.,.,,-i--i'��5 1.,:". . "i�= ,",, - .,*I��'..�..'.,...'�r I'I-I .". :: , ­ X-.....� . , .i:." .. . ,i:�� ". -.,:.-:�.�z�1­ ;�-,:%.�i ,a -,;: :: ..:. :_j,,:,:,�r �,.1�:��� ���:;­�-I,,-,� �a'..�­ ­ �. ­­ ��: i!!�� ,::::; ::;:,:::..."1.-`:::``",..".-.,.*�*.,.,.*.,�,.,.�.��""","."....,.",..".....� , , I� .- , ::: -:-::::X: . . - "I 'i :­.. i� i-;;.:- , . ;:.:n:.---......... ...'',........ ff a a .,:, 4- ,, :- :, ,-,�­=.; �,�� , ::::, ...I . I ; �. � ��� ......��......­­­ ­�....,.,."......,....�,�..,.,.......,..."..I.1:X ,,-,' :­ � :. :�� .".".,I—' 1. �, ; 110D�. � "'. ', ­­­­ ::��:::::::����������������:������i�i�i���i�i�;i�: -...I.....11..........­­..... ............ W..:.:+. .,...--.-1...­ : �:.:.:.:,........,'.....'...',...,�.....r...','.�...�,,.�.-.-.-.,.I........�­­'.:.:.:.X.:.:, I , ,­ . . ... : ,:,: , ­.. - . * :: : ::;::1 "' 0... :1, , .­... .�..... ....-.-'1'r'-1 I­­I"'1'.'.�.'.­ ... I..... I I - , � , .. . , ,,­,, .: "'I" �i�i;;�ii,,,.........,,. ii-l".....""I''"., ,;."........",,i. .!-. :,­­ x,.-.--:::;:;`�Mf�....,, . � I ,:i .. ... . � .I ,: , � ., ,; i�L": 1- : �Ai,`4� �i�� Lemon AV4nr,� . . .. i�i�;�, I / �..:ji:�=-:­.­,., .I I indirectly from his operations, whether or not such facilities are shown on these plans. �,MPR�i.-i:,V6 ,[i.:�i�:-�::: , � 0.'�'."�:::7. �.6mo! .. 1 . " I . ... .. - ., �� . ...,:i::i,��:�::!:.�;::�.�.,:�.��,,�,:�.;;:....I—:..: '. -- .......­ .. I .. .. , ­.....� . . ,.,� -,­�111�1-�11��­­........;,;­ : .......­ , . " I ­,.',.­':r­:�­-::::::�::::::::::::;::::::::- .., ­.­­:­� I. " -�:..:.��j,ij'.!�,ij ,i i'�:'.,,i, ; 1:,:,�; �: :�::: :j I" I I .:.;.:.:.:.:-:r:':.:�:.:.'-��"�: ,"',�::*.�,���:�:�:�:�:�:�:�:�:�:�:�.- I...­­. .,­ ...­ . , � , �­7, : """'.,.",:,,��",:*.�,���:�:�:�:�:�:�:�:�:�:�:�. ::�X-:,,�.:,- -'--:";":X:.":...:X I., :,��,,��-:,I:,.�,-5-:!: . � ,.�.- iiii�;ii�,::.%.:-X:rw :-:­:�:��i�­ - k-/ '�A ­ i:.%..... .. -...:":,.::a,.;�.�:,�.".,i:".�.�:.;.......:�:��'�:::;.:..,:..-�,:��;� . . -"­'�<.'.- ;...�...;.�:.:.:;i.:.:i����.,:� ,,,'I :�'�::�:::::I�::.:::;::::::::!::::::::::::::::::�: .i�i�;%­­ -X, -,:::::� A 1. ­­­,­,­, 'e`� T T ,.....,­,,,� .­­ ... ....­­..... and shall be solely responsible for any damage to existing facilities resulting directly or .,..,%.--,..- CITY OF RANCHO U ,-.. CAM ""O�N(-T �11.­;.,.: ­......­ , �:%i: .. . . ­:= , ::-i ; i��i�i�ii��i�i���ii����i�!�i�i���i���i���i���i�!�i�i�����!�� ". ­­­ ". .�:::­­ .:. r;..; : : lif' ...,... .=M.`,��`= .' 1, ii .- ,,­:.:­ .* I , .�r�.,-:, ���l: ,�,:� . ,:":,�����,.:��,�' , :- �', ­­', .. , : --.;1.......­.::,;::, ' ­ ' ' ­�i 1, ­ ' . I;F - � 11 -1 : ::::'­,,�:��-X- .. ,,:::::: , , , -r.... " ,:.:i ,:: .,�;.;.;�.,....,:�..�;,.",:, ", � ... I 1 ,0: ­­�', ­ ,­­­�:i��i���]�:i:. .,.���.:i��.�i..�!.���i�.i��i:�:,.,��i,��,�� : :.,:. P' ' :��,�::.::�,�:, ....;­ '..", ­­ ....: 5 -,,,utp. �,�.';.",:��..r:':': ,�::::.�.,...::�,:j ..::,..::�.:::,�: �.;�:: �'Z' ;� ,....- ­­.. ­::..,.*::-"::� , : 1% .: *. : -111'1,,,--1 :�:,:­: ..... 1-:,,%.;- I ...... I ­....I irAp:q *­ .::�:-��­: 1 ::�:i��ii��i�ii�*..' X�T;,:,,%....­:­%:....... .11.1 ­�:,.,�-­: . � ., i�:�i�i�ii::i:ii��i�:i ­­ ­:::,. --...-1-, .. ..4,- � ': X ���ii������i��iiii�i�iii���i�i�iii�i�iii�ii�������!��i�i�:i: .'i�:�i�i�ii::i:ii��i�:i , :;;�:�::,;1:1111 . ­ , � ': ­ .: -­ ''7r�. , ,, .i�:�i�i�ii::i:ii��i�:i , .­­ .�:�i�i�ii::i:ii��i�:ff ...',.'. .�:�i�i�ii::i:ii��i�:i . -­­, ­ :,�� 11' '... .- � .�:�i�i�ii::i:ii��i�:i , ­­­`:�:�:��:,., ,-,',.,�',",.-..:�:;::::::::;:;- I � ­­ �!,,..:j I .1. I " � ­:��X :,,­,,....., ii��:�.*.*ii�ji,*����.,...,.,...�,�.,*.� ­:�� '­­ ­ - : , - �i��i��,�.,.'��:�,*'-.��'.ili�,�.�'i'�r..�.-'�ii�������., : ;i�]:����i� :-:::.,­:.­....... . ­ ­­ 1.-0, --: :::- � '' ; ........ 1 ��­:­­. ,�.­::-:�i�: i�,j�'j,�i��' -�.��: ­­. :1 ­..�:�:�, ....., : .,,.,..'.., ,x, ,,,.,.,,:: � . ��,i.�..: :� . :. '. , 1-1 9: , �:: ..."...'..,", ,, ::­;::::, � I I . ,;; ­­ �L.:,�i :­ � `:,:­:­­,,;;�­ ­­ I . 1. ������������i���i���i�:�ii��i�����i�����i��:� �, ::::­...... :::;::: ,:�:�".."'' :::�::::::::::�,�'. , -�. ­�;­'�:... I � . , .� � :, ­ ..:iii ...­­ -, ­ . ­. . Z. I . '' ,:- 1: ��,:,'­r:. ,,,,..".... W -- 1. 11 , ­­ .. .:::­.. ..::�":... ,,,::::::: '-,�:: . ­�: . : -ii:',':i i�,�,.'�������1;1:���j�:;����i:::' '* j­::,: :: ;: :­� , -1- . ,:,r--- .' ' , ' '."..:::::::;!:���*,::i:���:�:��:�i�:���i��:��]�i]]�����iii���: :�l:::::����....,.�..�":,..:::.*.".:�::,."...:.". '... 4. A permit shall be obtained from the City of Rancho Cucamonga Engineering � �;.�: n. ., ­. �...", ­­­ I ­­ ,i;­:..�i:��::i;��:;i,, ��'.�, ii ! ­­... :'t: .­­ `­­-'­'�..... : , :;X... .r,- . ti�i .�,�`. ­­­ �....,. 1. ;,�:,;:,� .; .........­... I - :'". �� , .I- X,`...", -��-' M...--n...",­­­- , ,"�'�-".'�,'��-�'.'�-'�.����,�"�,.�.'.�',�", -,,:`::i-,:::.::::::;:::::: . :.%-:-X,.`...". ­ * , . 1��', ­,nC -4. I "I r -j';'; ... ...I... ,', ­,".". , - �­�;,�,� �;..:. .� t ­ .r`.`,`--1 ­­�.­,.................. . ....... ............,,.Y. r- 1;�,�,��,.�.,.�.,.�­.­. ........ I I.. .. .. I . — . . . ...­­ .­, -.......... , ,. �- , � .I �, , I � ,��4 -�� --..� ,� '�­'­�O';-.;-e;;,�: I 11 I . � ­ :�ii;,.,.!��.i�:�.,.,:I�::�i�..ii,.�:i!]��,,:;�!:: t�..............` :' :��������:�'.'�7.,:.:I����:::��i::�:::��....... ........... .�:�, ji�. . I , , .�"�- , , . 7t., .:�1�.-.I�:::`.�`,.�ii:�'-���!�., lik"..'..i.jj�l'.­.-, - . . 0 W ", , " ,::"1:...;:1 6r I ............. I . I � I,��:��� ..-`I;-,..,,I- ��.,­� �:: :j.;�.;�� U� � i co> r, .. 1. '�o .w7l`� :1:,,- -,.,,::;:�' �- ': ",`"!P.,.., �­1 I ­...�....­;. , ''".". .:- - z:21:911: .I�:::-0 . - ", '.. � .­ , Department prior to any encroachment or construction within City of Rancho Cucamonga 1 1", . ,:M.,,"�9 W W--*ffw ii%.i. .1100....�.� �-'P 0 ,, ­ ... ... I --- il wm�-� , F i F , i- I :, ,e''i. �. � ''O., , - �i��I��*�.,�,!,��.,�:��:�;,: �11­:' ;�­:I 11 :. ,�,, - -- - I -- -- ORMUMM, ­. " ..I I's, I � � ,:, - I 11- I- , =� ,it:� � I ---,-,---- 7 I I . 11.� . , - - I ­ :�-,���� , - ., "� -,%� , � -� ,. , , , , , " I , ..:,­;� I ::P,vk..'.�.::::�..:.,...:..::.�;...::...,..".: �j: .,>­ :� ;,o ..; ""' 1, . -0 - I � , , I.. ­­::,& ,::I­ �I X., I ,, � , , %-:0,:- I� , < ­­..­ ­:�,;­ %. -- , ,I �. , , "... . , 11 . � � " ­... .. 5 1* ­ . ­ , ­ - I , I I .....,.­; � .. � i� : I .-):�.�:�.�.i� '. , �'.' I 11 I , , I : .­ . ,­­ , � .j:.'. '::r� I - , , I ­:­ :. PROJECT SITE V .i i � � ­ - I , ,1, � , ­­1". ­ '. . I I I I . ,7 ,, , . I I A�� 1-1 1� ,­­:;::,:-:,��::x-�­ I I I I I ; - �, ",�,;" '---'�.��.�,�..",�R'..",�:,�.,'�..,.:- ,V. .­., -A,.�".. �­:% ,, � I I I I I 1 �I .,�,:. '­ , . � li�, :i-:-,;-111. I " I I .::�,� :, , A­,fi 11 a>"',-,1* , I I I I I , ,. : , , '' ­ -1 " '� ... � ­­ ­ 1: � , ­� ., easement or right-of-way. - - I 11 I I'll, 1, '' I I I ''I I I I I I I I � P , � '­­., ­ ': .­...;::: , .. I I I I I [,�Dt h' ,�' -�-,��,:�­:�_�.-­!� , - I � I I I I I I I .�! '.1-7�,.;�:,:�-,!,�,-."*-�-,i�..,,�.�:�., —'�'�����-7-7��',,.,�,:,�:,�,�,��,i,��, .,R,�.��- ­ � I , . -i*�:� . 1. �:.I�-�-I � ,--, - , , I I 11 . .. -i - , ,:::� I , M*�:::!K,;� 1'. I 11 tilill , I I I F., ,. ��: �. :1� �­ - *:".Q::-:::i:.i,. :" . � , .­,.�.:­ I I I .­­ ­ , ,,, ­,,,.. , , ;53!�:� -�- ;� . , . , I I M�l .:771 1 1. ':-­;:'...- ;`­ .e;,�.-..", i�,I�ll , T", I I I I I "I 11 I , ­ I � . ��> , I I 1, I I 11 � "I : : : - . . ': ­:.,:­.�­-, � ­� , I 11 : I I I � I ; . � .::,I . . - ,;­;,�: 1 1 1 ­ I I I , ��T.!­­;-.T­ �' �:i�ii, ,�,::,�::i: �;::::�;:: I 1:� ,­;,�.;:, . - 4 , H 11 I I I "I I I I I I ` H" ft LS ,:.,: ;.;;;..::­:;­ : :, ��:� �,�.f,z-$I I��:�.,,,�;���,,: : :,:j j�: �,:� �� ��:;�,, , .::::.W....,&*.�i­��,::M.��:�­:,:::�':;.:i=.� �:,,X I 1., .. �; m I �--­-­ � I I I I , I I I I I I I 11� , I,::. , , , ­::.:�:'-o':';,,;.,. , .M. �...I �� 1. 11 i I ­­ ­­­­ ­ �. ...�:.- �:: : : :: ; . , - :A--.-,.!--.-.:,.!-,-.. --��, - -0�........� ---= - ;�lli",j,:.��:.:;:ij��i , � J - I . ":;: ::14i�kmn, .:.,Ar, I� - 1,�.�Z I I I I I 1.1 � �, --.----.M , ­­­­�: , .�. - ��. I . .. 1 1 11 I 11 11 - I 11 I I I I 11 11 I 11 I ­; .,1,:-�.­.::-,-.j:.� ­ � , �, , � -,:i�1 , "" - b "" 1. ,:., I . , :��:. �­,*-:...,...-V.,- �:, �j: :j -,� -. ,�. �­ I � I I I 11 I . I I P ; ­ �.,,.­',1-., �­ -qonp -:��,:;�....: k ,��-.� i:,'�,,;.I�!�!���i IL i I 01;,- I , . I I � , V4 ,�,� . ! � 1i I I j r------`--`------1 rll"1­11-1-----------% I --- - ---- =Mill I I . .­ A M , �', ,,::.J:�,��;:��:�­: . "...,:",,Con.. I, :, - — L il i i-.:.:i�::6,L - I I;�,":%:i7:*�%...:,:,;!:-i-:, , -* --, P:::�,`, .: ,"I '10ria�,,-�­ , , !ill . :.. .....L­­---.:­­, ..:.., ' ' , X, -�� ; -----1 I L"�.,......:,."..�..",*,i::,:*'�"'L "' ­�'"­ , " * -,� �77: 1 1 1i . L ­ :.L�' "". 7 -':'.,­�,��, ,fi 1, ,� , '' , z - , ' - _� ----4 , :,: V" , " I , 5. All grade stakes shall be set by the Contractor or Engineer. Paving stakes shall be set at I'� ,- ��..-"�*��i�i�i���i����i������i�.-'�.ii��ii�i��:::�'��!�-�!,�.�::*E`i:;� ��-�:i,::, I I I ,v : c ....­ ; ,.::�". .� L.- L:: Lk...,�.�, -�: �� ,:::::::; - - - - I I , � 'L ."��:.'.�`. -I I. ....... : ., ...:; , ,. I ­.......L ­... L I - ��'...�.,.."..�'-�*,.'.-'�.'�','"�".".�'.."�:�:.."..'.'����,".-.�-,. ::.- � 11 : ���.'�j�:.�.���:��.�.�,;�,:::::��:�::�::,":��:�:�:::�::.,....��;:_':': :­ � 1.11� --.:`l bri 1� _ _:­"­. :'", ;-L:.-*.:�.-""�:P:�:�;"­%,:­�.":,'" I 11 I, ........­­­­.: ' , , I 11 I . . , I �.....:: - . . - .... - I � . . : I'.....",:L .''I'll,�:, � .....�:. : , , "I I ­ :- . . " ,.., .,.-,I , ,::,.":,. ..��,� - ,: I, �, ,..:I `�,i .., , � ..;�­,.� , I - ..,- -­ .".1-1 ,:�:,�������L�1.��.�[,,,,�'],:,��:�,��:�'�:�, .,.�:�: 'k-­ ­. ­­ . -—--— ———— ,, -t , " L. �I�V - a N!6nto, im.,. :,­'� , ::.,:: ."�,­ , , � " MMMMC77777r� . . ..,. ­ f�y. � ­ - -:.X: , . � : L-.01 i 6 i � ­ I� 11, — — -7::��I — — -77 — — — — L- —, — JL�=— — -- — r, Ai4 L '. ,.::". ­ 6 , f) . 15-:1 � :.;:.,-..' .:!* � � . , , I I............... ...­,.,,­..�.. . ,: . � - i I ————————--———————— - ——————.———————--— " ——-- , ,h nic,3 V -* � r........�,.,.....,.!", � "'" i ­�� : ­;-;:,,�:�,�, : all hinge points, edge of pavement points within 0.01 foot of sub-grade elevation and at I I! < I , ­­ - L, I—— P9. � . .L: I �, , � ——— tm.im:02.004 NAwbRtbin ls;m .saiAr,:­1. I �. .: ­ 1� ��i � �11 I I I I — z - ­­­...-- 5 F t ­ 7 I , I 110 1,11 ­ I -SHEET-4 not more than 50 foot intervals. Additional paving stakes moy be required by City iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii t tilitillill W MENNEMEMEM I :: I -TR. BCIUNDRY� , I "I I I I I i . - �) I � 15 �j ' -- � I E.� � I : 1: ­L , � z I I ?�­L I NNINE101iiiiiiiiiii�Mum— '0� 11 L I I I . I --------- -- I I i i I � - 1 5 - I I I ------ I I -­ I I I Engineer as needed at warped or vertical curve areas. i . ", 7`m� I 11 I I 11 I � I ��: � ' - �, -,\\ I I I I 1\111, I I I "' -- --.1--itill : I I , -� I 1, I = I ,. 11 I ' ' I � I I I I I 11 -� I z_- I I I � 11 .1 I I I I I ; . il I 1, I I I I I � I I I "ll I I I I I �- VICIN"ITY MAP � I I I � 11 E I I = 11 I I 1� 11 I I -� I \ I I -, 11 - I I I ' 'I I 9 6. All sewer, water, electric, gas, phone or other utility laterals, mains, or crossings shall -1 i = I ,;� " I I H 11, � I I - 11 - I, I I I I . i , 1� - NOT TO SCALE , � . � .L I I 11 I 11i i 11 I 11 . i I I I I ­ � I I F E I I I I I I I ��,� = K I 11 i .� I I I I I - � . � I I I I I be constructed prior to paving, 1 V :i I I I � - i". I E, - � I I I I I I I - 1, � z I I I I I I '; I I . I I t -, I I I . I 1, 1 12' 1 11 I - - I I I - I - ; I I 11 I , I- I I ­ I 1, I - r I I . - I I � , .1 -i I I - ED , 11 I I ,J 't I N ru " SHEETS t : I I 11 , . I ''I I ­ I I - - I 11 F "�"Xl I I R I I I : I I I I F 11 I I I , I , �r , ­ I I -�!, , 11 . I I I 1 7. Compaction tests of embankment construction, trench -backfill, compacting original I . t I I I � , ; , . -- I I I I I I I - ��1-1 I I I I I I I I I I I I ii[� ,0% r% .1 I - I I � I I 'i . I I .. A..' � ­-­- e I I I I. I . 11 F ­ -- � . D E S G K I T I O" N Snl 'EET# ; I I I I � . t I I. .-.-- .- I I - I ­ 1. � ground and a// sub-grades shall be performed at no cost to the City of Rancho � I I � LQ I � � I I ,I 117 .�a I it � I I I I I I I I I ", , "I I I 11 - T I � I I I I ­ I I-L �..­ I � x I I =. I ; ;--1- 1 51 L z I � I I - I � ; I I I I z fi. I I I I I 1, I I 1, _ I Cucamonga. A written report with these compaction tests shall be submitted to the City a- I I '' I I ,� , I I I a .�g "ftl TITLE SHEET 1 1 1 1 _;�il : I . I I I I I 11. I �'i . I I I z I r.I i , 11 � 11 I M 1- i I I , I I I nz:: 1� 1 I I I I 11 � :1 afti , I I I I I r AU Engineer for approval prior to the placement of base materials andlor surfacing. 1 � -i 11 I I I I I � I . = 11 I STREET SECTIONS 2 1 1 1 1 1 1 1 1 1 1 1 1 F.F-I�lm I I I , H 4-z 1 1 I I I I I I I I 1 F.V I I 11� � �1 P-ING.20 � I; -fl, I I i F.. i I PIT I I I I I I I � �ii � ­- ; : I I I I I ­- STREE IMP. PLAN & PROFILE 3&4 1 1 1 1 1 piiz 1 I;',mil, I I I � I i:: 1 2 1 � I :4 i I I it ... 8. At the completion of paving, a materials report shall be submitted to the City I I 1, 11 I :�,` 11 I I I - I 1-ii E j ` I , z I , - I I I I I I I 11 I I 1. I I I I f I I I I I I I L I I I i.. I . i — -1-- - � � � I I I .,I STORM DRAIN IMP. PLAN & PROFILE 5 Engineer, listing all tests or determinations completed to verify stability, oil content and 1 , -:� - - -- - I- - - -- - - - - - - - . .... I ill"N 11 I I I [:;I L I 'I'll", 11 I I I . - I , I 11 d -. � I I I I av - - 1 1ET 11 IN . � I - I I I - � I I I I I - " �� i I I I I I ." I H PORTION OF RETANING WALL "ll 6 - til- - l I =N - , , I I I n I I m I --- I I I I I 1, : I I 11 I 11 ii low L- gradation of asphalt paving. I I I �"I I =�� " - -- - - - - -- - - - - - - -- , i =­ I I ;;;I- ­I I I =- I I - I L I I I I— � I N i 1, N I =; � I --- I � I I I � --- 11 I I I - i::` I I I I.- �;:;; I ,l. ,I I I I I ,I , I 11 r-iii. e-% -"* - I I= I I ' I I I fl. . I I I I'� � I I-: :i L I a I --- I I I I � �lti, 'Ib I � I I I e - a - I ., I I 11 ''I ' ll, I I -GEN F ABBREN/IATif 'KIS & S"Mr"LS I . f, -�- , � il. 11 LJW %I*- 9. Prior to installation of any paving, a materials report shall be submitted to the City I " 41 I -*-- I � I I I I I � I , I I I Ll U ki a I V ki I N y 15U �L E , - I I I �� I 1� I I I I I I I I n= 00 - K I , I I P,-- .1 -L I , I V. I � I I I I I I - .1 S" I I ! I I I � I I I -1 -- , 11 I � ''I I I I I Engineer, listing a// tests or determinations completed to verify: R-Valve, sieve analysis I ­ I / I \\��� I I I V I I J-----. I I I , , I � KI I I I I I �, I 11 I'll I, � L \" ....I—— -­ I I I I I I I � -�- ­ I � I I , - I I � I � I .-I c I 0\ 09 I I I I I I I I I : I I I I , (100), EXIST. CONTOUR .1 V I - I I I I I I I 11 I I T.C. TOP OF CURB , , I I I I I ,, t 11 I I I � I I ''I I I I and sand equivalent of aggregate base. % . , �� I --iiii.., I I I I I 11 11 11t - I I 11 I I - i I I I ��­ I 7 I I I I I I I I I fti I I � : I I I 1, I z I I I I I �zl-­ 1. a .- � I I I I I I I -----I I I , , F.L. FLOWLINE ELEV. ,I I I I I I ­ �-� I I 11 I 11 I t t I I : I 11 11 z I I . :E 1 4 1 1 1 1 1 1 11 - I� I I I I I I I I I I I I " ­�'. 10. Paving shall be performed in accordance with R-Volue and pavement tests taken to 1, tL I I I I '' I I 11 11 11 �: 11, � ", ': , 1 11 I I :`M�-- 11 I :.1.1-1. - I L ­­ - i-,- , I I :1: - I nnl, . � I i�;;:,­i-� trl . -i , I I I I I I I I � I I I ;tm,�j.4;. T.G. TOP OF GRATE I ;.... . I I I I I � I I ­`) .. , t I I I I PROPERTY LINE -'7 " i...........*... -8,� ­­ -1 I I 1, I -1 1, & I I ,;; - I I I I I � I I I =�". determine structural sections (prior to final plan approval). I ;. -1- I I 11 I I I I I I I I I I I I - I I I 11 i.... I I =1 — L �:;;� L, ­­...­.­-�--------- "�­"­­­�-­�-"-1� -�­E,E���l, I - utu / DAYLIGHT LINE ( [ a , A /I/-"' .................6�.�" 1 1 ,, I I , ..� I I I 1� ;M --d— = I --1----------I ­­­� .1 G.B. GRADE BREAK I � ; , I " , ----1-1- --111-1 I I L a)" 11 I I 1511� MM am GENINVANNi GNM ----------- , " ­-" I 11 � I S 'i " iiiiiiin"'Mal . ; -��, I ­,a ii iiiii6illi�iIiiii" . I I . ­ I I I � :ii, I � .. .. � I I I I 4 E.., I I - - I 'i 2% SHEET FLOW RATE 11 , , I I I I I I - I a 11 I I , , , ; 11 I I I I - 1 1 ' .� . I :,� I ''I .. I I I t �I i , , I I I I f � I , I � I �0 I I� I I I � , ia F.G. FINISH GRADE 2 I I I I I , im! 1 1. When improvements are to be placed on native soils which consists of a rocky 14;0i � I I 1 , i I I ::: � I ), I I I I I nu i I I � I , I 9 11, I A! I I I I I I I I t-m I I ma � I I I I I I =: � ' 'I I ::: i - I . � � I I , I -1 I I Q) I 11 1, I I ­.. I - material, the sub-grode shall be prepared by removing all rocks which protrude above mftft i I 11 I C� �. � I - :1 I I 11 11 11 11 � . * 1 1 a'% I I TR. BOUNDRY ,, I I I I H:;� R.G. ROUGH GRADE ,,-�,S',-,­-1 SUBDRAIN ii I + ,,�� I I I I 1 nnn s i . 11 " � TR. BOUD I I I -z � I I I ;z:z � � I I I � to -'i� I I F�i� . I � �.lv � � j I ­­ � V " U.,.J - the sub-grade and a// voids or depressions shall be filled with a fine grade material of a I �al I" I -- 0 1 �-�i F.S. FINISH SURFACE - - ?�, - - AREA DRAIN I �­; , I � I.. ti I I 11 � � I &.-, H 4 N� .- 2 .� I I -�­� - 1.,.1, Z. R'fl .. 11 .i, -RT OF DRAIN .. IT I & . I �, 11 - = I ., I I I 5, �*� ��- 1i 1 3 I r quality better than the native material. I I I , INV. INVE I .-� I I I. 11 � I � I I t-,1111 -� ­i e, :t ".....11, '.. � i 2z�. - I * , RETAINING WALL h � I', ED PILASTER Wl RIVER ROCK VENEER 9 5 ::=­� I I t ... " � , -1� 151 I ,C,5��'. =I I I �� I ­.LM1 i I i U ­­. .-z.1;: a & C" ...�:; I " 7� � -.=! P. PAD ELEVATION - , :;::5.1 ! ill I I . 12. If the asphalt concrete is to be placed on sub-grade, a soils sterilant registered by Ill X 6MJ ': i ` �4::;:, 1 SPLI �3 , I -1= T FACE BLOCK WALL a'- - I ... .. � - - : -111.. I ! 'ii � U , I I R 11. I - �0 : i , ..��­ I � I I I ..9, - � i F.F. FINISH FLOOR ELEV, , � , i ---h I .� I I i � � I �g-.�� t,.�,g : . F I e I ''I == '11111 - : I I I I M.- ­­ I 11. � I . I , .-;R I I the E.P.A. for use under A.C. and P.C.C. shall be uniforml F I . co ."..� -1. -0-0---a TUBULAR METAL FENCE y applied at the manufacturer's , ,.-7-. -1 , 4 .i.4 A '. : 1-1j, I f , ...I I—— A ... I i % � 11 I I ....1, Q I � ,N`- =......, ­....... , :2 1 -iiii � � -72:., I .-L E ­ �.;, L....., - GARAGE FINISH FLOOR . F .1 -------- ---- ---- :--.1­­ .17. ­­ 1i III", G.F.F. - .. niniz,­ I 11 ­ i-!- .-I .-I Mill. . :;i.. ­ =v --. $..,i recommended rate for the full pavement width prior to paving. �� - I - M F - : I ,`LL ­ 1� � ­ I '­ I �i W.I. HORSE GATE . ;In6�- ,4::-. ­ � I � AO;� ,:Mi. :: I , 1� i! �. �L -M �7 �- - ­.It.:!�� .- �iv , "�'�f7jjij�, I . -- -i - I -Ll;:, , - ­ ,�. ff ,or, "I I B.V.C. BEGIN VERTICAL CURVE � � I "" I - I ­ - C � ,�, � - -.:7L:�:t­­-117. I 1: I � I I " :4� I , - - I �" I ...j� �, j ­' %Q ­ - 'L��; I i �:­ g. f .:�:IL " - ... ;T 6 ! Ir .., h , I - 11 - -- - .­,� K,,:: = lz�:2!110� I 1 3 RAIL VINYL HORSE GATE ----..--,. ;:.�%il :q:::=1 I—­­- �� IYC ,, :... :, � 7-177—, 7 v..., A3- 1;zzq2zzq=:n= -.L.­­ - ,. ,� I. I 1c,I'll �-­`­ I --J191 � : ill, ,; � 12: I I ill N;;�.ii � . ,;..L-., U - t I ­ - ....I ­L�:­­ 11 -o �;:::i� 4 Ill ­ 1.i-i ,­:, , W.I. PEDESTRIAN GATE LOCATION (9�l - - I B �.ii. ..z I. ....L" 0", ,�% � , ­.- ,;Z�M, .,-, : N�O� (0)' 11 I ,:. I I I I I .. I "On i ,, "�I �A ­ , 1 , EV.C. END VERTICAL CURVE 1J. Estimate of quantities is provided by the Engineer only for the convenience of the I ball z I I .fl--I_ - . � - - ) -, --� V) �0). (0 A k I =-4 � �-.-!� 4 1 1 T , ­ 0 ( a I I " - . 11 I 1, ­ I.- - � 11 ... , '11- un., ,;­ � I—. I - Inin �,.z ,az I -- I �­ / � I ( lw=l =, =: 1, iffilz ......�zzzzz::--m "I'll". - -1 7.--;;= ,�M - - 1;i � -i� ­ - ­­ -,i, - - ­­ � L-.... ­­,., 111, developer, the contractor shall make his own determination of construction quantities - QP X "',� liN, .I%"'­­` -IL -i I I- 4 lij,"r,"L ,-in­vq . , , ­ __" ----t:. - i , I - !� 1,2 ,�, I LL 44!r P.1. POINT OF INTERSECTION � 1. I N I * I i2�1�, =P; I ­­. li.­::� ,q, I �L " .1 ...I , .i, ... I '�� I ­.. : z - dl`i-h ll� .­­! I I I ­::: 419, : ,N ,;2v- 1 1 ...r...:.1, , , ­ 11 I ......� ,zm ­ iLL­I ,H 96, ;11 'ilh wzrul 11 I +,00 -WO,f ff- !.1 � I p. 11 Ili ;n% 11 � . ff�-k�, I A'eN!F A 2 �r%a 11-OPM . . � ; l I I I ,:=., 111 before submittinq a bid. Any item of work required by these plans which is not . 'i � I z �iivm qt ,­­ IL:::. � -L � la .-, Tzil ,F.,A t:-. , -- I ....... �= ­==., I-------- I - zj= q -.1. ,I " I , ,2z F:n::_ =�V� q. , I. -= - ­­­ - iwl'7 : Arilit I-VIL - ,�i V ,i::::I� 11 I ,- ca E.P. EDGE OF PAVEMENT 1. PROPERTY GATE oi -;--A I 1� T14 .. ni!=­ �T , 1; i i::; � I - m �: eir., il­ ., ... ` � A-11 I ni� ,ji, Z.0 -1-1 :-. -,,,, -.0111 ,-l,. � .n. . � -71 - 11 .­ , -­=�.............­­......11­­......-�,�,�,,��,,�T1.1.111111.z"�ll- ­ .,-. ­-.........,�,�,��,-,��.,����-.-...?,.-"",�--�,,�,�h ­,, �Iv' 7-;t,t ".tlngl ", ;1 i I � I - , -W-rr , I I .t.i Tim � 11 .- -...­­­­-­­.. --.--7......`-111- "-L - k Vie L- '] � : I 1-1. �L ­:::�-411���­- I ,- - �"It di T............-..... li�l �:­ F� T.W. TOP OF WALL ELEV, -- specifically listed in the estimate of quantities shall be considered as included in the - ; 1-1-11 �-�"-W---- - f I � I 1 ,Inil :: - -11 - :::;:,;:1'l � . .-:%;;---.1 -, �1,zo Ih , I . I I ,. ;:: : - ----.7l;- z ; , IM 111; 1, i " I �.:::;�- I,, �­., ii.0 1�i I., ...I,! - -T�-�---n ,P-�; I I ­­­­ i, -T 11 .IIIIIIIII� ," - r - � ,I I I I I ;.. 11". _ J- TOP OF SLOPE I I (ON 0� �a ra �; �7;11­...I-: ­ c.� ". i;: I ;I.;. � . I,--,- 1-1�1 1�­W­ If I 11--1 , ­ "Iftft other items of work. i . - ; : I I T.F TOP, OF FOOTING ELEV . ,li" % I I -- - ----- 11 Ai r .. , 11n... I . 9 =z ,4z� zz::. - ,�Ill �11, iJ � � I -.1-1- . T N.; -111. - , � � �� I ,-1 Pq:: I - TOE OF SLOPE I -.0 11 11 1. :11.1 1:�.... , I . I -, I.. i iq:i� .! � I 1h "�:, li.l. .� g 1 1 1 ; � I . ­­Iizr I I I.,... ., I � I I I �V.. .H- I .11 1 14. Street signs per City of Rancho Cucamonga Standard Numbers 401-A and 401-B I �, ­ 100 ..., - D.F. DEEPENED FOOTING i I k 1. ­ t=M� - .--� I 000000MMMMMMENEMEM iWillillill, FIRE HYDRANT I . � :::;­�I :; ­;_ ii1-1.1 � 11 i ; -111-7. -1,11.71M, 1z z & i - I I : 2.1-tivi ­­­.,,. ;z 'Ili ­­ T- ,1 q - � 11 .: I -1. L. LENGTH � � I I I IN: I ­ �111: -7 ** � � I I � I �0 - i TO � �" I S -ill, I .; - � shall be constructed at each intersection. q I , I I � A, 10 0 0 M I 0----o STREET LIGHT 13�-S I �:;.-_....3i fl, f %� J '. 1� I ..:;:i"il : r.61 11.- .1 . .;.::::i 'i.11,11!T-21h Elk 0 1-11 1�� I I � -1 . I I I li. q Z-:= - a, It I - I— ­ �. I:— ­ - 'Plile, .i- ­,.�, 12, ' 'I 1 7�� , I-0--r,l I -11...... .1, -4L--9 ii DWY. DRIVEWAY .. ,P =-- i � %40"7 1 14, �ql ep, lwq�:zw ''I I � I , 41r, ­_ C'- :�� 1-1-1 I N111110 == SOUND OR SCREEN WALL 1 15. City approval of plans does not relieve the developer from responsibility for the I � � I . I I on. .;;;, � 1! I -/ - / M11, l. 1 7��' vNi I 1:11 I ��,!­b I 'Ti.gp �q­ - - -- �� - i I ''I " 4 ­­:;:::-:��f7MR, . - �::;:!% 4 1�N i I 1 ��f4�) 4'. 4 1 1 � ,� '... . 11.1., N.T.S. NOT TO SCALE - I I I � � , qio;iiJJA "fli in�.l! 1.11 � P wulil ­�, �,::l. �. I ir � correction of error and omission discovered during construction. Upon request the - I -o"i I "V91 I ­ ni.., ENED FOOTING I I I= I r I !�.E7r t`h, f..'r, ,- 1� I F-�,� , W "I ,:.!,.. I ,I till I '�jiq:7, 11 il", , " - � 'i %,-w- I � E � � I I 1� I " l;j �a 6 l�� .. -1 P.U.E. PUBLIC UTILITY EASEMENT (i - (3 * . � I ") �;­! - I . ­­­ ­il, � -1 required plan revisions shall be promptly submitted to the City Engineer for approval. o I 1 I �- I E? I I I M I I I ',111,h 0'r l�, ill QC /,�) 13 /C), WA TER METER ., , P lill, ) I � CU�7.3) e., - 0 M,t I I , n T I - I - I I � !... r I ,:.:lm .r 1-- I � i I I ,2i� . imr ...�­ Vi% I I I ,; .i ;n:�. I., r--1 5� 1 1 1 "- I !-- 'IhFii .411��, if I CATCH BASIN & LOCAL DEPRESSION .-. %, 7 � I L^J : I I ! I ! ri . 1 1 s,4;�1,,, I T,ii` �� L­�-�� � I I ��,,. &1!.i.liil,.!­l 1 , --.1 lmnrl I I . .. -- z titm � ill�4 Alu­­ I , tn:�:;� I i * - z I . ', ��:;N,i- 114� . 1-1 E 51' 1 , Ii. ­,"li --11 � 15. Work site and exterior streets shall be kept in a neat, clean and hazard free, orderly 21 1 (),�!:P;p�­ .,b, f­­ , co L I I : I' "'. LO ­;th .. h� f] , ", Ix t;M, ! I E� I ,.­ , ....I.. . - � , :t= DEPTH OF REQ'D OVER EXCAVATION ;1 - I I 11 � � I 6 i - I -.1 1.ql, ., state, throughout construction. Site shall be cleaned upon request of the inspector. - � I I I � IzzIn , I � � ; ,. .- I � I � I�i :�!Vffl�., .4F ...11.1.1 ­.� � �, �...1.11....I., - I V---­n� --:-1. Q . ." .. ,=" I . 1. -- I I /-1 ` N 11 �, I I � I I I : '1111.1iii; fli!i%� , 9-1 i z It ,C. I :E � I I I Oir"'il .� ­ I � , , ,� ; 1111!�, '11111 .111% ­ I � i ;- 1-11 � I I I , �.­A 411., F 1-.`� �­ . 1".. i I �;; " I -'- C ,-*' CUTIFILL LINE -422-413J and the following Utility Companies - I � Oggi., .:::!,I - ,;;% - A, ­ Z � � I 1i ;Hh/ 21,1M F � 17. Contact UNDERGROUND ALERT 1-800 EI-11 - E---1 �z ....... `� I ,- V t F - I I � I I I ma � - I I "I .fl�, :�:, Iz I I I � 11 I...1.1i Ir — , 11:1 I I : I I ,�, 1=1 GRADED SWALE - I I I I I...� ­' as required, 2 working days prior to excavation. I I ! � � I �`I,,r ":=M. .1 , I I I i I I I I f , 1,1_414,11,.1-1 1 1 � . --- r .4 ­ I I I I I I I -114 z 1:;= � �... ...I-- ...... in, � ... , , I I I '.WN, - I CENTERLINE I -� I I I � I 1,:,r,R� I I I I I I -1 , I :qq 1�, - � I I I 11 11 1, 4i I I " S'pa* ii"Ir"m".." I � - I I I I , 1� i- ."iy) �- � � � I I I I ,t I'*"?- C � � ; 5D L INE"A I I 1. I , 12'a i, 0 18. The final surface layer of asphaltic concrete roadway pavement shall not be placed . i /---- I I I I I I ,I "I = I I . � I - N - '2h 1 1 1 ­�J� - . 3 ., , - � I "a I 92 I 11 I I. �, I I I : "I I (ngr,., ) C I , ---; I I I I I .1-16 I I � �,,,;F I - = I I .N . r�il ­ i 1� ; I I I ­ - G � i � I I - � � ,,, I I I I - - :U I I I .11 �� � ,I until a// utilities and utility laterals within the roadway have been installed, including a// I i I, � I I� I F FLOWLINE I ! - I - I I - I I I I U� I z a I - - � - , � � I n on-site grading has been completed, and all unacceptable parkway and roadway � I I 1 � I I- �. , - I I � I I CQ 1, 1 1 1 11 - - I I I - I I I I "I V.- � ' I - I = I I . I I� . 11 I " , .. = I I I I %--" L I , --! "' - I I , I I f'l I 1 , i,A - I I 1� -n INDICATES NEW A.C. PAVEMENT - ir , � IR . I A �� I I� I I "ll L improvements are removed and replaced to the satisfaction of the City Engineer. � , -5D L "B I � I '' �, ,q," I � I �­T`) � I . 1. �IV I 11 I I I I I I� � I I., I I 11 i till. I ''I I I I I I I,-. 11 � " �\, I I 1 6 F iI I I I I I I I I I I I I �, : I I I I I I .9 I I I 11 . �L-L — — —— ————?—————————— C I 11 :" =I " I -- I ,­ � I I -­ ;- ,� I I �.1 ­ I I pn I I 11 ­I I"I I I I 11 I = .. I I .11 ,I . /­ - I I � : , I -, I�� - I I , I 'Ili.f = 1R I , ,k � I I . -1 11, � . INDICATES REMOVAL & REPLACEMENT I - " � : I I I I I I N I I 11 - �, I 1� -1 , I N N . I ,� � .1� I -,l -�-, I / ,, " � � - TR. BOLNDRY I I - I ­ "I i - I I , r. I 11 I I 11 I I ''I' -111 I ''I 111 .. . I . , I . I � I I - � - I I" I I - �, I 11 - ­ .­ - - I I ­ a to-1-11--A;..------..- ----,-,--,�ll-�-��,�'ll-�W�-l'.11-1�l-----­ ­­ ­­­-­­­.­ ��1-61­ - ----11--.) .= ------11-=-=1- --='-7='=7 ' . =­-­­­­-­­-.- ­­---­­­­­ -�----"-,�,�""---,�n,��-,-""""-�1-11�t�I I"I \v'il tr I I "I I I ----1......------------- -----­­---­-­­­- "-''--,,-,-,",,-,"-,",-,-,---"-",-----,1-1------1---­­­-­------­­­ ­­­ - -47......­­,"',­­.=�= . - --z7:7=--== - "...14 I " �. , 0 - �1­1-1 .--1"=":111-1--:====,-==", -�-1111-.-,��,7�-,---.-..-----.-,.,--.---.-.�--------K7-----­-.­­­-.-­-..­­­ ­­­­,�� � A- -­ I I I -- j,! �,I , ,�, ­ - ,�----­­---­--­­---- 11 I � . M :-,. - wl, 11�-i. I � 1, I I I I I .� I . V Ic I I 3,z� �zvl �1. .. .,.. . ..,., i:- I I I � I I "I � ..,;..'41, ; . .. INDICATES P.C.C. CONCRETE SIDEWALK z :: I , I � 11 li, . *:".�* " . `-.1-- . ,,, -t . ­ -�-,- I I . � .. - � .��­ 'I I if I `�-., I 1R11na ! ��Is 1902­- -11­­ �--A- 9ft W I 1 22+00 00...�....... . 24,�00 25+00 X . U ­ N,- . -11 — I'll ­----­-- — — 1ZI-Fou I ­ I -1 �I—I"....­ 11 -11.11- I'll, I --4----- ­ . --- -- -.---- I 9 - -- — \— I — — — - — — — ­ , 5 I: ----.11 ­P�hh­­ ,--- ­— ---- ---- ---- ---..--, --- --- -- ----L-----J- — — —!­-1�- - -ii----- -­­ I­ I�I � - .— ---- —, -- —,- -- , , I --- -- = --- ---- — -- — -- — --- — ....... -­, F � I I I ------------�� ff AV% IN Em- M"M I I I I mr-ft, lowl -A mr-ft� L­� .�� ---- i�I i ROCKSPACE .. FF ,�­, �,� - - -F ,�� 1-- ... -J > --rT`­T­T­r­­3 ---111?—VF­A­­V �' , I'-,' I E: ! M U \`- EXIST.5D L 19 PER REFERENCE STREET IMP. PLAN DWG.1 148 — �< - :1 I IF-1 0 C. I Vi U to �- Q) < INDEX P - k1N1 O%TE'. UTILITY Ckf3i ACT: N.T.S. — I 11 r-0- 11 I/O", A C 0 U TRL t- B O'TAIV L,AL ('70MM"O"N MIN.GROW TREE SIZE NUMBER �- C PERMITS FROM SAN BERNARDINO FLOOD CONTROL DISTRICTARE REQUIRED PRIOR TO STAKING WORK. HE FOLLOWING, AS REQUIRED, 48 HOURS C ANY REDESIGN REQUIRED THE PERMITS SHALL BE RESOL VED AND APPROVED BY THE CITY ENGINEER CONTACT T SYMBOL STREET NAME NAME -- NAME SPACE SPACIN(i GA L. OF TREES NOXE: — PRIOR TO STARTING WORK PRIOR TO EXCAVATION: -- Along Archibald Avenue, Im'gation and landscaping W LOOD CONTROL DISTRICT ARE REQUIRED GENERAL TELEPHON1. COMPANY. NOTICE TO CONTRACTOR.- @� TOLSTOY RANCH ROAD C MAGNOLIA NCN 3sp 20' 15 19 to be installed by developer for adjacent property ui PERMITS FROM SAN BERNARDINO COUNTY F RANDIFLORA private maintenance prior to acceptance of public improvements. U­ PRIOR TO STAKING WORK. ANY REDESIGN REQUIRED OBTAINING THE PERMITS SHALL 585 N. MOUNTAIN - - I 11ill- UPLAND, CALIFORNIA 91786 CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY CERCIS EASTERN 15 - z BE RESOLVED AND APPROVED BY THE CITY ENGINEER PRIOR TO STARTING WOK. FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS ENCLAVE DRIVE 5% 25" 19 ui ,__0 SOUTHERN CALIFORNIA EDISON: PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY- THAT THIS - @ I CANADENSIS REDBUD -— - — 0 Locallon of Benchmark (909) J57-62JI REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL TRISTANIOPSIS 15 6 rZEVISED 5-TRE5T QGI475 ON ARC1415,&LD AVE. ,D/24/0-9 ui 7951 REDWOOD WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND TRABUCO COURT NCN 3' 20" �-- BENCHMARK#10105 BRASS DISC IN CURB @ N.W CORNER OF ARCHIBALD&HILLSIDE CITY OF RANCHO @ LAURINA A 0* < CUCAMONGA FONTANA, CALIFORNM 923J6 HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, - 10y 0- B.M. 1987 ELEV.=1864.77 REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS ARCHIBALD AVENUE MAGNOLIA NCN 3' 20" 15 11 I DATE I APP'D a- CUCAMONGA VALLEY WATER DISTRICT: PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE GRANDIFLORA , DESCRIPTION OF REVISION < BENCHMARK // 10105 BRASS DISC 9641 SAN BERNAREINO ROAD 1 OF THE OWNER OR THE ENGINEER. -0 1 1 1 1 1 ____j -% U 'A h A 'P% h' 1 "'A M IN CURB @ NX CORNER OF ARCHIBALD ONG1, CALIFORNIA 917JO THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES CUCTI FOR STREET TREES.- I ITY t'-% F rW- 1 -`% H ` A SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. 1. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH STANDARD PLANS. I 1, A B.M. 1987. ELE14= 1864.77 S114ONS CATV. (909) 861-7789 TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT STIR"T ET IMP R e" E ENT P LAI'N' .. THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL 2. PRIOR TO THE COMMENCEMENT OFANY PLANING, AN AGRONOMIC SOILS REPORT SHALL BE 11 11 - I U - PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND ANY OTHER FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY 1�=lliill�` C) M , CALIFORNIA 917JO LINES OR STRUCTURES NOT SHOWN ON THESE PLANS AND IS RESPONSIBLE FOR REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR. T IR"' A C' T N 0 c 'A 6 5 �e 3*' 'r 2 Q Underground Service Alert SOUTHERN CALIFORNIA GAS COMPANY.-_ THE PROTECTION OF OR ANY DAMAGE TO THESE LINES OR STRUCTURES. J. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION. TITLE SHEET z � (909) J94-4245 — :� 0 0 M, ALL RETAINING WALLS SHOWN ON THESE PLANS ARE SHOWN FOR REFERENCE ONLY 4. ' ",11 J. . . CI- F=---1 O SAN DIMAS, CALIFORNIA 9177J AND ARE TO BE CONSTRUCTED PER SEPARATE PERMIT STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONL'K APPROVED BY: DA . 0 .. �-- �- 1�. z . ­RIFY ALL CONDITIONS AND DIMENSIONS AND SHALL 2,LI? Cr W 1�800 METROPOLITAN WATER DISTRICT: CONTRACTOR SHALL V.- � I CITY ENGINEER -,-� V.1r RCE NO. :E3 :�i (21j) 59j-7474 REPORT ALL DISCREPAW7175 TO THE ENGINEER PRIOR TO COMMENCEMENT OF WORK. 1z - /-,v -- --W�l P.0. BOX 5415J 0 cr_ 227�2600 1 LOS ANGELES, CALIFORNIA 90054 1 � CL PREPARED FOR: C)f ESS/0 .. :�i 11)I?, S L. S- DESIGN HUNSAKER & ASSOCIATES RWENDED z �- d"i ii I N C . M [� 0 Al "I BIJAN SHAABANI PLANNING w ENGINEERING - SURVEYING TWO WORKING DAYS BEFORE YOU DIG RECORDS' SOILS ENGINEER: f" 0 'll, F. . " In U 0 -V �11, -------/,r-- ,� T,--%]] --& h --re--4 19 Q G Three Hughes - irvine, CA 92618 - PH:(949)583-1 01 0 - FX:(949)583-0759 ("4 Q�-r- ,- � PARCEL 2 OF PARCEL MAP NO. 10783, IN E CITY OF RANCHO CUCAMONGA, Lawson&Associates Geotechnical Consulting, Inc. � co z — , SHEET �O C/) 2045 Royal Avenue,Suite 125 725 TOW," AND COUNTRY ROAD, SUITE 500 MAP DATE IDENTIFIER �� NO. 38796 rn DRAWN "CAUTION": Remember that the USA Center COUNTY OF SAN BERNARDINO, STATE OF CA IFORNIA, AS PER PLAT RECORDED THIS MAP LO M 10 I CC_ Exp. 3/31/07 --0 (N notifies only those utilities belonging to Simi Valley, Califomia 930654667 ORANGE, CA 92868 FO-2/05/07 BY.- TLANj CN 1 of 6 n Cr3 IN BOOK 136 017 PARCEL MAP, PAGE (S) A D 95, RECORDS OF SAID COUN7Y k)*� i � R.C.E. No. 38796 - V- U) the center. There could be other utilities I Phone:805-579-3434 (714) 9,35-0700 FAX (714) 9.35-9711 DATE OF---THIS-PLOT %P 1. "i �O present at the work site. The center will .9 - C/V J\, . CHECKED DOUGI-!AS L. T :"Y Exp. 03/31/07 DRAWING No. V- V- inform you of whom they will notify. Fax.,805-579-3435 1 02Z 1 3ZO J V 1.0% I . I& .. Cell:661-406-5721 - CAL\ DOUGLAS L. STALEY ,��- .0 c;2 v . � DATE . I . FILE NO. . i�� ===������ EET M ]?AIN � 1 7��iiiiIIIIIIii� 1 ------------------. I I F:\0043\Engineering\Tr-16592\lmp- pIan\sheet01.dwg I I . � � I � 11 I I P LRAW STREET CONSTRUCTION NOTES: QUANTITY ESTIMATE: 40' 1' MIN. SLOPE SETBACK 8' FUTURE IMPROVEMENT S TREE T & STORM DRAIN 1 CONSTRUCT MIN. 3" AC OVER MIN. 4 " AGGREGATE BASE. (SEE GENERAL NOTES 9 AND 10) - - - - - - - - 48" 26' SUBJECT TO GENERAL NOTES NOS. 9 & 10. 38,510 S.F. aces& PFOFIL SLL CONSTRUCT P.C.C. CURB & GUTTER PER STD. PLAN 104, A2-6. - - - - - - - - - - - - - - - - - - 1830 L.F. PewPERMIr 10' IMPR 0 VEMENT PLANS3 INSTALL REFLECTANT HYDRANT MARKERS PER CITY STD. PLAN 134. - - - - - - - - - - - - - - - - - - 4 E.A. A1. - 1, - ' 4 6, 18, 12 y - - 4 CONSTRUCT DRIVE APPROACH & SIDEWALK PER CITY STD. PLAN 101 TYPE R-1. - - - - - - - - - - - 4,500 S.F. EXIST. GROUND A1NTE WITH0.5 S�OQ�` - - - - - - - - - - - - - - - - - - - - - - - - - - REMAIN PAINT REFLECT! I p.� 4' •, Mpy�• ,• 5 SAWCUT & REMOVE EXISTING A.C. PAVEMENT. 60 L.F. UNTOUCHED 1 e' TEMP.�A 290 2 a6 --- CONSTRUCT DRIVE APPROACH & CROSSWALK PER CITY STD. PLAN 101 TYPE C. - - - - - - - - - - - - - 1 EA. LINE - ��- � M NO * 16592 7 CONSTRUCT ACCESS RAMP PER CITY STD. 102. - 3 E.A. ..:. . s�pp f SO--- CONSTRUCT CROSS GUTTER PER CITY STD. PLAN 106 A. - - - - - - - - - - - - - - - - - - - - - - 1 EA. ------------------- 1 ' 2 9 CONSTRUCT LOCAL DEPRESSION PER CITY STD. 307 CASE 8. - - - - - - - - - - - - - - - - - - - - 2 EA. 20 8"CURB & 10 INSTALL STREET LIGHT 5800 LUMENS HPSV 8' MAST ARM BY SCE, PAID AND COORDINATED - - - - - - - - 10 EA. GUTTER BY DEVELOPER THROUGH THE CITY OF RANCHO CUCAMONGA TRAFFIC SECTION. RAW 60' RAW 11 CONSTRUCT CONCRETE SIDEWALK PER CITY STD. PLAN 114. - - - - - - - - - - - - - - - - - - - - - 7,620 S.F. TOLSTOY RANCH ROAD 1' MIN. SLOPE 1' MIN. SLOPE SETBACK � SETBACK 12 CONSTRUCT CURB OPENING CATCH BASIN PER CITY STD. PLAN N0. 300 - - - - - - - - - - - - - - - 2 EA. TY P. SECTION 3° ' 30. 13 CONSTRUCT P.C.C. CURB & GUTTER PER STD. PLAN 104, A2-8. - - - - - - - - - - - - - - - - - - - 610 L.F J.?• 0 5' 12' 1818' 12' ,� 0.5' S�oQE 15 COLD PLANE EXIST. A.C. PAVEMENT (MIN. 0.1' ) PER DETAIL HEREON. - - - - - - - - - - - - - - - - - 1,323 S.F. (NTS) >41 4' 02 4A .N 16 REPLACE REMOVED EXISTING PAVEMENT WITH MIN.4" AC OVER MIN.4" AGGREGATE BASE PER STD. PLAN NO. 100-A 7,854 S.F. 29, 2 _I �� ______________1,77 __LEVEL __ ___ _ LINE______ 1.7%_________ ;;:.,.... • , f: 2. 17 REPLACE REMOVED EXISTING PAVEMENT WITH M/N.5" AC OVER MIN.6" AGGREGATE BASE PER STD. PLAN NO. 100-A 7,377 S.F. . .. -:: ::• - M'� Y 8" AC BERM PAINTED WITH WHITE REFLECTIVE PAINT. - - - - - - - - - - - - - - - 6 6 L.F CONST TEMPORARY 2 Z. ... _ F �. REMOVE EXISTING AC & g � � 19 CONST. PARKWAY CULVERT PER DETAIL & STD. PLAN N0. 314 - - - - - - - - - - - - - - - - - - - - 1 E.A REPLACE PAVEMENT 16 2 6"CUR13 & 1 2 6"CURB & 20 INSTALL STREET TREES PER STD. PLAN NO. 501 AND LEGEND, TABLE AND NOTES ON SHEET 1. PER TABLE ON SHT.1 104 GUTTER GUTTER 21 INSTALL STOP SIGN (R1) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 EA. CITY STD.1TRAL002IA� 52' 52' ENCLAVE DRIVE 22 PAINT STOP BAR & LEGEND _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 5EA. COMMUNITY TRAIL PER 23 INSTALL STREET NAME SIGN _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ CITY STD. 1002-A 1 EA. 20' 32' 32' 20' / TYP. SECTION 24 INSTALL R26(F) SIGN (NO STOPPING FIRE LANE). - - - - - - - - - - - - - - - - - - - - - - - - 6 EA. f �- 25 INSTALL SIGN W53 (NOTA THROUGH STREET) - - - - - - - - - - - - - - - - - - - - - - - - 1 EA N , ..: .. ,.�_. .:. . = ' (NTS) �- • �• 26 INSTALL STREET LIGHT 9500 LUMENS HPSV 8' MAST ARM BY SCE, PAID AND COORDINATED- - - - - - - - - 2 EA. 4: BY DEVELOPER THROUGH THE CITY OF RANCHO CUCAMONGA TRAFFIC SECTION. EXISTING AC 27 INSTALL R26 SIGN (NO PARKING ANY TIME) ON STREET LIGHT. - - - - - - - - - - - - - - - - - - - - 4 EA. EXISTING CURB & GUTTER REMOVE EXISTING AC & REMIN IN PLACE P.C.C. CURB AND GUTTER PER STD. 104 REPLACE PAVEMENT 15 P.C.C. CURB AND GUTTER PER STD. 104 28 COST. ROCKSPACE PER CITY STD. PLAN NO. 542 CASE-1 - - - - - - - - - - - - - - - - - - - - - 539 S.F. PROTECT IN PLACE SEE GENERAL NOTE 18 SEE DETAIL EREON 29 INSTALL R26(S) SIGN (NO STOPPING ANY TIME) ON STREET LIGHT. - - - - - - - - - - - - - - - - - - 2 EA. ON SHEET 1. FOR AC REPLACETdENT AND COLDPLAIN ® JOIN PORTION 30 COST. PAVEMENT TRANSITION PER STD. PLAN NO. 406 - - - - - - - - - - - - - - - - - - - - - - 1 EA. 31 PAINT 50' LONG 4" SOLID YELLOW STRIPING PER RC. STD. PLAN NO. 133. - - - - - - - - - - - - - - - 150' L.F ARCHIBALD AVENUE - TYPICAL SECTION 32 PAINT 4" BROKEN YELLOW STRIPING PER RC. STD. PLAN NO. 133. - - - - - - - - - - - - - - - - - - 382' L.F FOR STREET DETAILS SEE CITY OF RANCHO CUCAMONGA, STD. PLAN 100-A, SECONDARY STREET DESIGNATION STORM DRAIN CONSTRUCTION NOTES: (NTS) z 80 INSTALL 18" R.C.P. (SEE PROFILE FOR D-LOAD) - - - - - - - - - - - - - - - - - - - - - 284 L.F m 81 INST. 24" R.C.P. (SEE PROFILE FOR D-LOAD) - - - - - - - - - - - - - - - - - - - - - 58 L.F 36. 13 90 CONSTT, CURB OPENING CATCH BASIN PER CITY. STD. PLAN NO. 300 - - - - - - - - - - - - - 3 EA. R1W TW SIDED I cc 93 CONSTT, MANHOLE NO. 1 PER CITY. STD. PLAN NO. 318 - - - - - - - - - - - - - - - - - 2 EA. SPLIT E 1MIN. SLOPE 75.27' &OCKFWALL 94 CONST. MANHOLE NO. 2 PER CITY. STD. PLAN NO. 319 - - - - - - - - - - - - - - - - - 1 EA' SETBAC 95 CONST. TEMP CMP CATCH BASIN PER CITY STD. PLAN NO. 311 - - - - - - - - - - - - - - - 1 EA. 8" "A" BARS 30' 32.70' L " TIE BARS 12" O.0 ? 0.5' L 12' 18' 28, 12.57' 98 CONST. "CONCRETE COLLAR PER CITY. STD. PLAN NO. 329 - - - - - - - - - - - - - - - - - 1 EA. ME: ? 6' 6.57' 99 INST. 8 R.C.P. JOIN EXIST. SORM DRAIN PER STD. PLAN NO. 333 - - - - - - - - - - - - - - - - - 4 EA. 9.5 '�lr S 4' 2 TIE BARS"1 BARSO.0 �' ,C� 2 LEVEL 1.790 I 28 ROCKS ` PACE <. SECTION „A „_ „A „ _,,, _ -------------- - / 1.7 SEE SHEET Q FOR Z • "•• r. T FACE AT WALL CAL 1 - x• CS dr PEOFILES 24" HIGH PCC BLOCKS RIM (V-DITCH) SPLASH WALL 7.45' 6"CURB & 1 EXIST. GROUND PER PRECISE GRADING R/W 2 GUTTER 6"CURB & 2 ,.A" BARS GUTTER 1�/�i ,, o a TRABUCO COURT (STA. 4+50.00) 12" TIE BARS N SEE PRECISE GRADING 12" O.0 I PARKWAY CULVERT TOP OF CURB , o V-DITCH FLOW LINE FL (NTS) � OT F.L REMOVE EXISTING AC & »p » » » TIE BARS 12" 0.017 (� rp REPLACE PAVEMENT O SECTION - B "A" BARS ILIZ 3' MIN. VARIES 4 20' hyo. m 4 CONST. V-DITCH & JOIN TO PARKWAY CULVERT 22' ' 22' �, o PER PRECISE GRADING PLAN 20' 20' REMOVE EXISTING AC & \ SEE PLAN 24" HIGH PCC BLOCKS _ g 17 FS NEW AC PAVEMENT C0.10' MIN. FS EXISTING AC PAVEMENT F.L-G.13 (V-DITCH) SPLASH WALL g 3 - • --...:- ..:. REPLAN PAVEMENT / CURB FACE 2 RIM (V-DIT PER PRE ISE GRADING PPA " - t ) EXISTING AC B B REMOVE EXISTING AC & REMIN IN PLACE W 7.45' J 8' P.C.C. CURB AND GUTTER REPLACE PAVEMENT AFTER 15 COLD PLANE DETAIL SEE PLAN FOR FLOW LINE - SEE PLAN '� PROTECT IN PLACE SEWER CONSTRUCTION. SEE DETAIL HEREON �5 SEE GENERAL NOTE 18 FOR AC REPLACEMENT AND COLDPLAIN ® JOIN PORTION N.r.s• ON SHEET 1. O I RIM (V-DITCH) "A „ HILLSIDE ROAD - TYPICAL SECTION FOR STREET DETAILS SEE CITY OF RANCHO CUCAMONGA, STD. PLAN 100-A, SECONDARY STREET DESIGNATION 36 V-DITCH PARKWAY CULVERT (NTS) PER STD. PLAN NO. 314 CITY CONST. PARKWAY CULVERT NO DESCRIPTION OF REVISION DATE APPD II " STD. PLAN NO. 314 N.T.S x CITY OF RANCHO CUCAMONGA x Underground Service Alert x EXISTING SURVEY MONUMENTATIONCall: TOLL FREE STREET IMPROVEMENT PLAN I HEREBY CERTIFY THAT HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORD (S) THAT COULD BE DISTURBED BY LEGEND: TRACT N 0 , 16592 800 THIS PROJECT. ALL SAID MONUMENTS WHICH CURRENTLY EXIST IN THE FIELD ARE SHOWN ON THESE PLANS 1. 800 AND ARE DESCRIBED AS FOLLOWS: STREET SECTIONS i2W 227®2600 ROCKSPACE -NONE- • oFESS! APPROVED BY / DATE 10 L. S���F TWO WORKING DAYS BEFORE YOU DIG INDICATES NEW A.C. PAVEMENT CITY ENGINEER hu R.C.E. No. 24953 DESIGN RECO ENDED _ INDICATES REMOVAL & REPLACEMENT BIJAN SHAABANI m W 2 HUNSAKER & ASSOCIATES " N0. 38796 ,`'�i CAUTION : Remember that the USA Center I R v I N E I N c � 1" w notifies only those utilities belonging to N DATED DOUGLAS L. STALEY oc Exp. 3/31/07 :: •;;w`.:;:: :. DRAWN SHEET the center. There could be other utilities PLANNING ■ ENGINEERING ■ SURVEYING .;; INDICATES P.C.C. CONCRETE SIDEWALK j I � P Present at the work site. The center will `• ,ti_.;, .�< CN rn,ee s s • Irvine, 5:� • PN:(9491583-1010 • FX:(9491583-0759 2 O 1 6 � N � CI 1k. o��� inform you of whom they will notify. ,� .6.E. NO. 38796 OF CAOf CHECKED DOUG S L. STALELY Exp. 03/31/07 DRAWING No. DOUGLAS L. STALEY DATE 2'7-0-7FILE NO. F:\0043\Engineering\Tr-16592\Imp- plan\sheet02.dwg - � I . � � I - - I � . I I I i � . � I i I I I I ! i i . i ! ! -- : . I 1 1 1 1 1 1 ! ! I I I . I I . . . I I . � I I I I I I I ! � � 1 1 1 . I 1 � , I � I . . � : : ; ; I . I I I I I I I : I i I I I I � . I ! , , � I I � I I � . : I I I I I . I I � I i i i i i I I I I I I 2 1 I ; 1 � , 1 1 � I . I 11 . . : I I I � I I ! I ; I . I , I i ��� I I I i I � i i I I I i I -i, - � 1'.... t,� I . I i I I I I I � : I 1 . . ! : . � I � I I I I � , � I � � I I I . : I I I I I . I i � I � � i I � 1 1 � 1 : . I I 11 I � I , I ! I , . . . : I I I i I : I J . . .� c I I I . � . f . I : ; 11 I I I - � I -- I I . I I I I r � . ; . I I � I � � I ; I � I I i I i I � I I 1. � � I I - I I ; I I . � . ; 9 I . I I I . . I . Ill, . I� � � I I I I � ; I . . . � I ! I : I I I I I I � I � : � . I � I : ! r : I I 1. I -� - � 1 03 1 . I I I . I I . I � I � .1 I � I � I I = I . . I I � i I I ! I i I . I I li � � I I I � I . . � I I I P1 1899.68 . � I 4 I . . 1 1 � I I � I � I � I I I i I , , � � I 0 * � . Ti � I I I 1 � : � I . : I � I � ! I I .1. � I I ,� - I . I i j I I ! : 0 . I I I I I I I - � I - � I i I I I I � I � I I : � i I I E � I I I ; I I - I � -1 I I I : I I i I i 1 1 I . I I I I I ! I . � I I I I I i I I I I I . I I I I . i . - co . �.. I I I � . ! � I : � I � � I I I I I I : . � ! , I . . I BEN H MARK I I i I I I I I I I I I i I I 01--1 � I � I I I i I I I I I I ! 1 � , I , - 1 , � I � - - - -3 I I i I I , . . I i I . � , I 'i I I I . . . I � I I I I I I I I i I i : 0 im F- Lr) . i i . . . I - 1 � i I I I i 1 200, V.0 0 (D I i I I J I I I I I I I I Ss 0 . I I I I . I I ! . p . i ! , I I i . : I I : i I I � � � . 1.111, 111-...- - - i I I I I . I 1 ! I � � 1 1 ; I I I : , I - � >: I . � I � 0 I.- - . � I I � I � � I I I . c I 1 1 . i W 0 1 � I . .1 � THE. BENCHMARK ID NUMBER IS )0105., . I . I I ! . � ! I i i I I . , I I ! I I 1 . IT IS A 2"�88A I . [ i.11 I I � � - - I I I : I I r I i i i c � I i I I ...� � � I I I I I i I � � . I : I � I � i G GROUND Ii r,� � I I ISC IN.CURL? . I , . . i � I I I . � I I I I . � I . . I � I i I I ; I I � I . � � EX/S uj 01? C3 I I I � � i i � i I I i � i i I I I I . . I , - � �, I � I I @ N. W CORNER OF ARCHIBALD & HILLSIDE CITY OF RANCH ) q I : I I I I : I I 0 w-, � 0 17- - , 0 - I I I i I � I I I � i : I I I I I I I - 1. .1. � - I I I : I I I . I I i I I I I I I I � - � 1. � I I I UCA 1 ONGA : � I � I ! I I I @ it - 1925 . I . I I � I i I I i i � I . . m i , . I I � , I I I c I . I I - � I � . I i I I I I I � I i I . + q K) I . I . I I I : � t I i I I 1 . � j � 1 ,�� -� i I i ! I 1.I . � . ! j . I q 0 n . � . � - � : 0 m 0) = 8 1 1 1 1 . . . I I : I . . I � I I ! : � % : . I - . : I , , , I ! I I I . - .111, � E�l--------;--- 13.A4. i 87. ELEV 1 64. 77 . I � I � I 1 j . 2 I : . I I . I . I .. 11- . � . I � , � � I I I I j I . . r I I : I � � �O * + q7 PAVP� � � I I I i I . I i . . . ; � � I t I . � I � . 0 �ca q �- 9 r, 8 " I(o �,- I'll. I I � I . i I % . . . I I i 0 co I i I . . I i� I . : i I : I I i � I w� I � : : ! . I . : : I I I 1 ; . I I : � . i I I I i I I � � -i , : I I I i 1 � � . I I I � i i . I . I I i i I r I . I �I.. I . I � I . I 0 In C) �-- : . - I,-.�.- - I i i � � ! I � i I I F i I i � 1 � � � i ( "'" -------457c � I I i I I , I � . � � 1 1 11, i 11 I � � 'D 0 (O 00 LO 0) 0) " : I . I I � I I i I � I i 0 �9 , , ,. I . I I : I � � I I I I . � : I . I I . � 0 0 J- * � + O� � - . . I � I I . I I I � . 1. I I � � � I I I 1 5 1�-: aj � !5ra% ..�-:��- I � . I I I I � � r . c . I I I . I I � I I i � � i i i I I r � I I � + I � 1, i � I � I I I i I 1 1 , I 1 . I � i � � � I ) g � LO I , : i i � ! � I . i 11 1 I I I I I I � . I � I LO 0) gz::� - - 1915 � � ! i I � � . r - . c I � . I 'j, --,"- � . I i I I . I . I L0 I I I � I , - ; I � (D 8 . : . I : I I I I i i co 0 . + . 1 ur) - � I I I I � i I i . . i � I i � I I i I I I � I.- q 0) 4 1 1 . I � ! I p I . r I r I I j I I .. I . I . t I � I I c . I � � I I i I i I I I � I 't g -t + I I � i � i I . I i I I I � I I § � . I I I I � I ! - . � r i � I I . I i i I I il�- 6 -t (N 0 1 � - � I . . � � � I 1 i 1 1 � ! I I I - I... : I i I I I (Z) r-� 1 . I 0 It I I : I I � � I . i I I E p � � I I i, . i 11 .! � i I I I I I I . I i 0) I�----l---,0�r7- �� � i � i i I I I . I I I . I . I I I I I I : I I � 11 1.� I . I � I I . ; � I . . : I I : I I . ; � I I I : � I ca 0 1 00 + r, I . I : : I I I : I i � � 1 1 c I : r I I I 8 ---- I I : I � I I � I ! i . . I . co � I 1 i i,� -, p ;;� ( , 0 - . I . I : � I I . . I I - . I I I I I f � I � . I � I I I I I - ... I I I . . I I I . - . � � I : I'll .-I I I � .. j . I r I : . . 0) + A - q- f* , 0) ­ � � . : : � � I I i i I 0 I . - III- I � I I 1 ; I � I i : I � 11 A I I I � � 8 2 : I i . . . i I i � . . � � I I I I I I I - I c; i I � � I � � . I I . t 1 I I ; � I . 1! . I 0 II- t I 8 Lo I I I I I � ! I I I i I 1 1 , : 1 co + I-i ,* a) I I p . � �. � .1 . Lf) - . -�------- .:�-,��-- - � - - I I . I I I � I � I I ; � I ; I ; I I I I I I I � I I I i I i ! i I i I I I I I I � � I � I . I I I I I I I I 1. I I i I I I I I I I ; � I � � i i 0 1 1 V) 0) ------- -,�� I � � I �. I � I I I I I : T- ----4--l- ! i I I I i i I I I m cn I I , co . . 00 (:q � � : I � � I I I - I � I I . I � I L-1 I i 11 I I � I I . C) + I I . i 4 1 . �- � I . � : : i . � � I : I ! I I I I I I I i i . . - . I I - f . ; i . -111, . � r � --",a m...I"! �i 1 ---. I I 0), � I --- I I � I I ...........�- �----7- 0 1 K)t--- - 0���� � . I : � I T I- � .. I � I � � I 1 --0 f- s + 4 --I----- - I r I I I I ! I I -� I I 0 - T- -T� -i- . I -- . -I=- ------- I � . ; I � I I ! i I 0 uj� u: , o (D I I . I I I-) -S�-- - - . I I I I . . --I- . I � I I I i ! I r I I I I . I I I � i . c . (o i � I ! 0 I`- i (o . : : n � -- I . � I I 1 1 I I I I I I : 0 uJ 00 � . I 0 . I I (N I --1--1- I . . -- -- -- � I I I � i I I . I i I i . 1. , i 0 1 1 1 . - I 0 , � i (n I I I I I --T- I i : i � I � O0 -­- . I I � I I � I - fk- Lr) - Ir- I 8 Im- I I I �i . --, .1.1 ....� I I � 1---7----T-- I I i ! i i � 1 . I -i i + 00 I . I . I I . I ! . � � a lc� 11 I - .1. I , m i . ­ � 1 . - - I OPOSED, EDGE. OF� RA VqYT/ � I � I I I . I . I 1 1 4p N I . . - - I I II I � I � : I --- ----- I I - - I . � . � 1. I I � I j . I - + - 0 -I'll . . i I I r I 1 (14 rt, i . . � I � + � � I I I i : I I I I i I � 10 I I I I I P : - I(& in N co i � * LO i N I � � I . : I I . I �o I (D �0- j- , I I I � I . I . ! . r�,- � I 1 -f7,-+----! � � : i � . � c *�i . . 0 I . + .111:� I I .- I I I 11 t OF STREET � � i . � � I � � i I : t . � � I 1 .p Lfi�:R ui I + 't (10 I . 0 (0 � 00 i ---I------- I I � I-- � � 1. 1. 1 6* WES I. i � i i I I , I I I i � � --l- � I � I � - �. 11 V-0 . . 1 1 ! � � I I i I . � . - � I � I I I I --- I I � I I . � . , I I r I � I . . I �0 + - I I � � i � � I I I - � � I � I (.01 - (.0i 0 A � � � + c� I -I-,- - I I � - I I I � � � � � i I i � . i � I I N-- r- I I i � ....� i � I . I : cio!(,� 00 I " I i . I I I I i I ! I i I � � : - I , . I . I � Ili I :11, - I ! � I � I I I I I I I I I I - 00 : 0 i I N I I I i I . t ..., � 0 1 . . I . � 11 I � . . I I I . i I I � -!�' I I I , 00 R��77-80--- i � ,+ : I . . . . : . I . I � � E I I 00 I � : � I 11 . I I I � I� . . . . I I � � 1� � � I I I I : I 11 � � I � I . ! I I I I � I � ,�,� I - I I i I � I - Pf=:g 1899-13 > f (0 I . . I � -.1 � � ; I i I . , .. i I I � i I 1 ! I � � � � I : 1 8[751 1 i � t I - ---,-:,��� , � . - Lj , I I I I I ! I I I I I I i I I . . � � I � �jl---------!-' i , I I 1, � � , , . i I . � � .. - � 2 V , . . I � � I I , I . � � I � I . : I I � 1. - V.0 I � I . � I : I I � � � I j . -., --,- : . I 1 200 � I � :g -i 1 :� --ce - .1 � I � I I I I I I I I I � I ; I � ---�----- -----11 i I 0)! i : - 1925 � � � f I I I I I � � I I I � 0! I 0 1 . � I I i I ,� I 1 . i - I...i I I � I I I I � I I - I I I . I I I 00 .4. &; (d I I I i I I i ; 1 I . I I I . � . I � I I : . . � � 0 - - � � I I i I I i I � I : � 0 A -- . (0. . � EXIST I ------ � I I i i .......6� 1 I I I I I 1 1 1 I�B5F-, I I : 0 , � � i . I 11 I �. . 11 0 � :lAVEVfENT- I � ; I ------- � I I I r . �13 I 1. I 11 . 0 : I I I � (01 ,..- I . - � 11 I � 1 1 I i i i I I I --- � I I I . I - I i I I I � . I I � I I i I a , I I I I I � i 8615 r I I -.----I- --4----- � 1� i L0 5 0 - ----�....... I � � i I I : . I . .1 .. I i 1I , , I I I i i I � tsi � 0 c6 *I- .- Z7�1 . 11 I I I I I : I I i I I I : j I ,I i � 0 1 � I . � 1 1 I I - 00: 1 4 a 0 0 Lo 0 0 N Lr) 0 11...... 9. . : I I I I I I I . . I I I I : I � I 00! I . � I � is 0 N 6 , . . I I I � i I ! . I I I � I lb � 1 1 : 1 , : . . : . � : I ; � i I � 4 � I I I - I . I . 0 . . . I r I � I I . I � I i I . I I i � . I ,1 >: 4" + ( 56% ,,----' I . � . I . � - . I � i� I ; : � 19,15 � I � I . � I I I . � . I I ; I I i i i I I I ?,-::(),� --� I : I I i I I . : . . I 11 . I I . � 0 C) C) - L0 T � , I I . I . 11 I � I j I I I I I I . I : I I I I . � . � - I Ili � . � 0) 8 0 66 If) - + t i I . I I . . I . � I . . - - 0 --.,I- . t . I r i � I I 1 i I . 8 ,+ (? c-4 11 Lo 0) I I I . � : . 1 � � i I � 1 , I ; I I I I I Ill "I � I � I I � I I I I I i � I � , I ,- 2 , Lf) - . 1- --..-I- I � � I I I , I I I I I I : : I . + (n -� . � �l - � � � - i � I I I I . c I i i I I I � i I 1 1 1 I + --- � I I � I . I I � � I � 1 4 . I I i . I . I I I i . ,� - '� I i I 'f) r-,. + co -.- I . . I . . I ! i . I . � : 1 4- . cN d A It - . I � I I I i I � ! 1 ! 1 . % I � 0 1 1 1 . � . . - 11 � � 1- ;I I : ! I i I i : I I i i ,� - I I . I � I I I � I . r I I 1:� . . 1 04 % ----.----­ . . I I I I . I : � I � . --- � I ; : I I ; � I : I - � I . � I I I I I� . . I I I I ! I i t I I I i I I I � I 0 ci I LO , 0 01 i -* � 111. .-------- � � 111-1- I . . � - I � ll�. . , : � I : : : I I I ; I I I � I . I 1.11- � 1. � � � . I � � � I . � i f . � � I � I I I I � ! 0 - -------- -- . I i 1 4 1 1 1 1 I I 1 1 I , , I I t (-� 0 N �� + co + I � I I I : I 1 1 I i . F -�I I - � I 1, . � I I I i I i I � 0 . I � I � : ; I . I I i i I . . . i I I � I � I I i � 0111) I- - I i j I 1 1 I I � I I I i I r i I I I i I I I I , , ". + 00 14, III- . ''. -",-- I i I r I : I . I I I I I I i I , c � i I i i I � I I Lo 0) -- I � . . I I : . I I � I I � I I i I I I I . I � � � � I I - . � � I I ; I I ; - . 11.1 - � . 11 � - I � I I � � i J I I i - I , i � 11 . i 1 0 Lf) fl- + 00 n ,� -- 11 - I I I I . I � I . I I I I I . I I I � I I -- -". I ---7- --7-1 1 --�-��--'J-...-...'- 11 A-:ii -1 - I I � - -- :-R . 4 . + + � I i : ; . I I -- . � � I n W , io���� I L� � , I I I i I I . I I F--- --� -- .1 I ! I i -7- 0 --,. ...- . ; i i I I . I I I � --- - -p - . co I --,pr), - I �- I . - ; I I I I I I : I � 1 � 1 , I I I . . . 1 I � i I I . I I I I I I I I I I 0-- I I 1 : I I I I . I I . i ,4- 1 . VJ 7r-- - I - I I !A; P4 . I : : 1 ---- I I - -- ---- � t i I �, ,, i I I � ; I I I I -j 0 � � I 0 . pno ---� - I I I I I I � I � ; I : � I - -1-1-1- I I I I � �---, ::A --- I I . -1- I I I I . i . . I t . I ! I I : I I. i . 10 . � 6 0) � i I co + ­ --- - I I . i . I I � I I i i 1 1 0 LAv.l Q (I I- I �� n �:�� I I I � I I � W L4 I - i. . . I . � I ! . I .1 I I - I . I . I � � . I I I i I I � I i , , - I . ! I I I , I I I - I . � . . ,, � I I . I I I I : 0 (N -- � - I I � I I � 1. I I I . .. : I-- ; � � . :. I I i I . I I . 0 ". ! r- I i 0 It I I ---- . ; I I � I I I I I I- 0 . I 0 r- I I + 00 � (� � I . --- . I I . . � . I I I I � 11 I I i I i I - 9 - I -0 � 0 Lr) I . I + 00 I 'N � - Ml I 0 � 1 4 1 I I I I � : I I r (N' 7-- -- PR POSM T/5H � _- I * i t I I I I I � � � I . 0 (0 A, 8 (.0 - ILq ,p S I . . I I ! 0 LO , I I I - ED-/ - 1 1 1 � I . . i I I � - � I � 11...� - 11 I I I I I I I . . . . - I - ! -.41-,-- -i--t I . I . 11 I I 1: . I . . I : I . 11 L I . � I I I I . I i � � � : ! 0 1 0 1 Lf) r- I . � (,4 ---- ��� � 1 1 1� . � � 11 11 11 � . I I I : I I 1 . . I I I I � I L61 0 U)4 r- 0 ir-� I -1-1- I I S C @ I I . . I . I � I .1 - 9 r- ()O 1 - - I llq � c . . . i I ! 1 1 1 1p � ko 0 + I � - I 4 I � t . 4 4 I I . I I I . I I I I I r L � I i I I I I I - 0 � I., + (Or I I I I �- � -1 wa�t- ,,�Il.. �, .. I I I , (.)m (j � I I � . : I I I . 1--r 00. 0 1 , . i I 1 , I 11 � I -.- � . - . � � I I I I I . I 1 i I or, V 00 + I , III- --R.1:11, .1 I � � 0 I'l) I . r I i I I �[ � ! - - ! - I � . - 1. � . " . � � I I I - I . � I I I - . � I 11 I I.; ,. I 1.1111 , i i -4- ------I I I I : , ! . � I I I � - : . I 1, 14 � I I I . - I I I � � I � I I I I � I � I I . r I -----.--- . I I � I 1 ! I I : I i ; i I I/ : � -1 ; - J---------- I ------ , i ! i i I I I I i I I - I I .- I I I � I . I � i : � � 1 � ? 7 ,, I Ip - I I I I . I � I . 18715 - � I � I C, I 01- , $ 1 1 Pt=:i 1899 50� - �;(3 0 I- . .. I � I I i I I 0 ""�� � "" I I I c : - - � � Li (3 I-i . I I I I I I . � I 'l- . I I i I � � . ; --I- I I . I . `I- . I �. . . I I c I . I 1 200' V.0 . � - I - - 0 � . i : I -d C-13 I I . � I I I I I � . . I -l-, , + I I I I I � . � � I I � I I 1 1-4 i I � I I . � � I i ; 1 1 I i I I I ���� � I . - 1 925 I I i I i I I ! I I i 0 LO I . I I � I I I : I I . i � i I I ,- i I . � . A/ � I + 0) � i � I I i I : I I - . : I 1, ; : , -- , � , � I I I I I . I � : � 1-1 I 0 T q 0 (O - ST GiJR13------- I I I I � I I � I I -,- "�4 1744/416/4 ! I � I q - � i I I , : I I I I �- , : r I I � I ; I I - �?I � Ek! ---- 11 � I � I I � 11 � I I I . I I I I : 0 1 I I . . I : I I . I � I . i � I I I ! I I I I I I I ; z I �.1 � i : . I i . I I . I . I � I t � I . t I I I F I I I i I, I i . LO 0 ... 9,4 1 1 . I � I . . I ---------, � C�, I I I rc , '�� --------------- 5 -------- I � I : . i I I . � I � � '..�������� i � I . . � � I �l � i I � � � � I ,I---------- . . � I I I I 1, � i I , 1865t . . � I --.- .1. , 11 ,: .- � I I i I i I 61S TING GROUNDu 0 (14 0 00 ... � . I : � I I i I i � � j I Ile) . c I : : I I I - fl 8 0 0) -,-, I � � I : . . T, I � : I I I I - I � , I � . I . L I � I I I c 42.)7# � ,I , 42.41 V :5 1 . -) 0 7 , 0 * A- 03 + 0-j �--­ I � i I i � � -� . , . . I . i I � � I I i , - - 0 (O 0 I- I � I ; I I - i � I I I . I I � I � 8 a . � I I - � � � I I I - (3 6 04 R (J.3.6 - 1915 i I , i � I I I � I I I . . ,9.3ro% � 1 1 1 1 1 HIL�S/D R 0 i c I I . 0 In - I . � �I . ., i � : I . I 0 1 i I . � I I .1 - 1 - . � � I O. �6 Lo - zz I � � I I � I . i I � . I � I I li .1 (16 (.0 0 - Lf) U) , I- I I . I � I I I . I t I i I ! I I .I - I'll. ..- Z� � I? Z - I � I : I I . I � . . � - I I . I � . . I I I i i i I I I I I : I . I I . 4 I � i � . . I :� , � I � � I I i I E)Ii r I - � + 0) � � 1.11, . - I � I � � �� � I � � � I I . : I E I i I � � � , - I I i . I I . I � I � I i . I : A + 00 + LO - I + � � i I I I - � 11 i I i I I I I � : ! � � cc I I � I I I t i I I I , I I � � , I I I I I i I I � . . i I I � I � � I ! I I i 1 4 J 1 1 ; I I 1 6 4 ,e IIIi 6 0 1 0 'i fl r-Z � . I i : i i I � : I i 1 4 � I ... * , 0 0 + 2 ,* - ,- - I � I i i I - I I I I 1 4'� Z� 0 (q . p t-) - I I 1. � I I � �- I . .4 1 1 E I I I(.,� I . I I � I . � � I I I : I I I I I I i I . . 0 . III- � + 00 - I � I I . I � - � i .� I � I ! . I ! I . . I : I � I 1 W I ---l- . I - I I I I I 1 � i i I i I � . I I : I I � - , I � . I I I i C,Q - f, -- .- I I . I I I I I ------- I I I I I � . I - � I I �� I � i , � I I 0 0) 4- - -- T=9.56% I i I . � : I I � I � I i � . r - .1-11 - I I I , , � I , � 1 1 � � I I I . I � r i I ! -1 N - Q 3 + I . I � I . � I I . I � i .'c I � � . � � . I I I � 1 1 I . � I I . I I (j � Ill. 4;3 LO co 4- - ------ - ,; . 1 4 : . I � i � i � I . I . � I I � I I I � - I . I I 1 I � I I I I I � I I I 1'r) ,- 11- ,I . - � I � � . . I i I I i 1 I I I . I � I � . ..� � I . I � I � -�-T -- - � � I I I 1-11 1 t �- I ! I I j ! I I � . ----- --- -1----- I � I I � � 4 I I � - I ----�-- i 1 - � I � I I C,d ,�,-C', r- i - Q r- 0� p< + I I I - - i I I i (O - ---- I I I I I f 1 ---T I I �- - � I I � � I OF ac III- . i I I I I I i I 11 11; : . I---- - - i - i ­ ---. � I I . I I : ----- - 9- t i I I . I . � � -�-�1 '�- I r I � 1 0 rl, U-� I I 0- .9(-Dc A- n , -1- I � : � . . ! I i -w- -- --- I I i I I � : � � I L I I I I - - r -1-1111,11 . i I � i � : I � I I 1 .42 5' 1 I I'I - - . I � - � I . . � 5 1 qz�l ---l- � . . I I I � I � -- . I . I --- - i : I . . , . I . . . , I I ,, I i . : � � I . i I i I : I I ; I ":* � I I I . 1. � � � I I I � - I..� I � � . 0 1 1 1 i . . . r I i I fx I . . . : i I I : I I i 1 . I : I 0. 1 ; 1 . I I , . O 'N. I . r" I I - i ---l-, I � . . � I I I i 0 ---.1 I � I i I I � i 1: 0 t I . I 4� I � : I I . I I - . I I . I I ­- - � I 1. - . , I i I I � I I i I 0 00 � 1 1 i - I � 1. I i I I I (" I � 1 j . I I I ! I I I � 1 1 1 . � . : I I I I ,- -l'. '.� � � � . � I � 1. I 1 . - � � � I . : . . I L-. 1-j � --q i I � I � i I i I . I I .1 1. I � � 1 � ,,, u - I I . � I � I ,- .."q - ' 00) � IN ; F---- I I I I ; � ----r* � . � 11 . j � � 0 N I i � I I � I I I I I I 1 4 . I . I I - I I I I I --- - -A ---I-- , : I I I I � I 0 00 I I i - 1-1 � I I 1. -- � � 1 � I i . (i �) � I �- Lli I + 00 , � . I i � : : I . � � I I .11-�. � I I I I I � I � '/4 % '5/4 op i - I N ! . -I'--- . I Or-1 � 1 � . � i I I I I . I � I i � i I 1 �- cd �l + I 1 04 1 PROPOISEU TOP I I I � I . . i i � I � i , 1 � - i I . � 0 - 1 . � - I . -� I � I � � I I � � I I I - 4 � � � � i � I : I 1 -7.- * I i � . .. �, � I I I � I I I 1 , ac ''--"- WEST CURB , , , . - , , I I , I : 0 , - ��� ' I I I i I-T I 15--)i Q T7 . , , : + co � I . i � . ! I � I � I � 1� i I 0) �� �! ,�,-)- 8 Noc ui I I r- I � 7 , % Ll- Ll- I i I I IL-N : + 00 I 1 -7 - i I : I - � � I I : I r � I I 11 � � � I i I � � . � � � � I I i I I I I � i . . * I . , --g � I n I I I . i 1 1 I , � . I i ,, I I ....I-- � I I I 1 1 1 : I I � A ., i''. �) N 0) . � . : I , I . I i - . I . � 11 I - ��������� . ; . . I . I . I � � I I 1875 1 � , (O A ','*+ I I i � I : i r . I I , I I I I I -, (:? `I- . 11 � 1. ­ I ; . I . . � i I I I I j I . I I , � , �s � vc� --l-', i I . I I . . �j Ill C14 � . I . �.� I � . i I . I I I � � 1 1 . � I � � . � . � - � . � I � I I . � �I I i I � tz ilz-I I . I : ! 1 ,.4- 4 " 4� 0 - I I . � � i I . ---�-------I I : I � I 1 I : I I i : i . I 1 i � . I ! co + . I I I , � . I � � i i I I . . - I I Q I I , - i� 'i I I � � I I � I . � : I I I � '' i I I I ! I i i i I , , i I i I I . - I . I 1 1. . ,r,� + 00 � I I I . I I I . I , I : I I I I I I I I I � I I I : . � � ; I I : 11 I . � I I . : . I I I I i I I I . r � . I - � r � . I I I� . � � I I . i -1 Lo � + 00(o)� 0)1,0 I I I , �. � � 1-11 I ; I I I . � I . � I � I I I I I I . I . � L ------ ---d - -- - I 01-�� I I + co I I I � � � + I � : I : I : I � I t � , i i ------------1�.I---�. I 11 I -- , i I I ; . I . I 11 i I + I I I . I I 1865 : ,� I I 'I, I I � � I . I ,,, N -I (N - . i I I I i ExIl.". c�V-R-a--I---- I . I : � . � I I (N � I . i i I I � I I I I I I I I . I i , I . I 1, I I I � I I : I I I � � . .- � I I I � � I I i 1 i I : � � I i . I % I I I I . � i � : � � � I i � . I I ! I I I I � � I I I.. � � I I : 11 � . 1 I I 1 1 1 1 . I . : : I I I 1 1 I I c 4 i . � I � I I � I � � I I I I . I I I : : I I . I I I I 'll 1 . � I c I I � : I I I � � I I � I � I � I j I . I 1 � I : I I I . � I ; : : I I . I I � . � . . I . I � j f � I i I � I I : . � I I i . I c I i I - I I i I i i � i I i 1 4 1 1 � I 21 ' 'I'll � I - ; I : I I I I . . i I I I � I I I � I - I I . . I I I I 11 I I I - � - I � � I � i � . I I . r I ! : I , , I I I 1 I I p I i r I -I � I � I I I . : 11 I I � � I I I ! I � - � I � i 1 � I I . . f J I % i .% � I I I i i � , 1 1 1 1 i � I i I I I I I . � I - 11 . . , . I i � I � I , j i I I I I I . I I � , I . I i � i I I � I i I . I I I j I . I : I I i I I . I i I I . I I I I . . I I . I � I . � I I I I I I - I � 1. � 1. . I 11 I I - � I I I I I � I I i I I I I 2 I I I i I I . 11, - I 11 � � . I 11 - i � i � I I . I I I I i . i � . I I � I . I I a I ; . i i I . I i I i I I . i I I : i I I I � I I � I I J � . . . I I I I I . I I � I I I : I . i ! I . I .1 4 : I . I � I I I ; I I � � I I I : . I i i . I . I . i I I I .. � I i . I . i . I 1. : . f � I I , , I I I I � i , 1 I ; I i i � .1 . I I i I I I I � I I I : I t I 1 , : li - � I I I I I � I I I I I ! i � I : I I I I i ! I � � .1.11 I � : - � � � I I . I I � � . I I I I � : I--1- I I I I I . � . I - I � I I..� I - I I i I i I I I I � I.: I I - -1-1-1- j -L I I i I I . I I I I i I , I I I � i I I -- - I I I I I � I I . � � � I : I . I . i T I I I CONSTRUCTION NOTES: I . I I . - --.---- . I . I I SEE RIGHT BELOW ----- ..... I � I lll� � 21- � I . - . I 0 1 2 PROFILE SCALE I CONSTRUCT MIN. X AC OVER MIN. 4 - AGGREGATE BASE. (SEE GENERAL NOTES 9 AND 10) I 1� rl - I . 4 3 - S 4 5 6 7 a- t i I I % SUaIECT TO GENERAL NOTES NOS. 9 & 10. . �M ,I � I I � I � I � - so � I I I C' I i \ HORIZ: I = 40' 1 1 1 1 1 I � I I I � 11 , � F , - � . 1) 0-- CONSTRUCT P.C.C. CURB & GUTTER PER STO. PLAN 104, A2-6. � � � i , . p ! IV � � � I - -- . I � I ; +. 1 .4 ---�-< VERT: I = 20' j INSTALL REFLECIANT HYDRANT MARKERS PER CITY STD. PLAN lJ4. : � i , . . . I 0 1--- � I 0 � � 1 2 1 , I � I f - 5 .1 U. I � 1, , 11 � I f 0 � �; I � ,D � 0 , � 11 I � � I I I t I I v I I � � I I � I , � � I � I I � � � �l -- CONSTRUCT DRIVE APPROACH & SIDEWALK PER CITY STD. PLAN 10 I TYPE R-1. : I � c� . � 0 -� I I I � . : a I � � , I � I � z � I I : I I I I � I 1 I I � � ; � I � I I '1� � � I 0 1 1 � J-px� 11 � hl I I � I I I , I I �� I � - � SAWCUT & REMOVE EXISrING A.C. PAVEMENT. I I � I 11 ,� , It 11 1 5 1 � I � � I I I I � I I I � I 1, ; I I � i f! � , � NOT A PART � I (D I I �� ' I I I : 1 . , I � � I I I I � . I i - I ". P � I � . . , I I �� -11 ;po 91 � � i � I � � I � I I � �: 2 I I VO A PART � I I i I I �0 1�- � � I � I I � I I � I I I I � � (�)- CONSTRUCT DRIVE APPROACH & CROSSWALK PER CITY STD. PLAN 101 TYPE C. I � � � a Ic Ull I I � , � I � I �� � I - I I � � I � I I I � I I I - - � � z z I � I I I ,� ) I- I---< I � I � I I . 1, � I � I �� � I � � 7 CONSTRUCT ACCESS RAMP PER CITY STO. 102. 12 � � I I I � i I � �. i I � � � I � I ,� It � I I - ; I I I � � I I I I e I � I I I I � ,I i � � I 11 I � � � I I � I I � ; I I I " I I I 1 4 � - I ; � � - � 11 I I I �l : 4 - I .� I - I NSTRUCT CROSS GUTTER PER CITY STD. PLAN 106 A. I I I I � i I I I I I � I I I I I - I 11 � I I 1� � � @-- CO I I I _ _ 11 zl- I � � 2+72.0Q TOLSTOY RANCH ROAD � � � I - - ;� - . I- � I � I �' I I � � � I I , I I � j � � � ) , -�� I I � � � , I I - 9 CONSTRUCT LOCAL DEPRESSION PER CITY STO. 307 CASE 8. 1 � � � I � � i I I I I I � ; ; , � � ( I � � : I .. -- - � I � I I I : I I � I ,� I . � - �D-- i I I , I I . � � I � � , �l i J I I I I I --.- -< = 0+00.00 ENCLAVE DRI I I 4 - I � I I � I I . I " -- � I 11 --10 . -,-- . � I I , I � � � I z , " [ �,,,,,,0 . N Q- I I I � � " - "" , I I � \ I I . 4 I � I N � � I I � I . .-� ; �I I - J I"Ic I , � IQ:) 6 1 ac I I I I � � � � I � I I I I - I I�- @- INSTALL STREET LIGHT 5800 LUMENS HPSV 8' MAST ARM BY SCE, PAID AND COORDIAI i I n I <�l � � � t I I 0 i I I I I I - I � � ; � , I 1 : 11 ''I � � � � � I N I r< I t< 6 1 1 1 1 � � I - I BY DEVELOPER THROUGH THE CITY OF RANCHO CUCAMONGA TRAFFIC SECTION. � I 11 I I . I I � I- I - - - ga I 0+00-00 TOLSTOY RANCH ROAD ad I I � � I I � ap I l .. -.-11 - I , C14 � *-- I � I I � �F , � I � ( I I� �� .Iry .V- M-X� - � : I I , , 24 + � L4 n24 �,, � 24 � , I 1� I TV I I � � I = 17+29.06 HILL ;10E ROAD � , , I � I . I % I I I I -1419 CONSTRUCT CONCRETE SIDEWALK PER CITY ST9. PLAN 114. ; I r- � CN -,� � I � I I 11 -- " � , 11 1-1- I 'A I � _ 4 I I -j.x . � I I ., k � ii- � I 00 m I � I I I I � ila. : � `( I m I �� � I � 1, . , li I - � :�-,t,l I , � I � � I-, I � , ; � -i IA 1 81 � 8 -11 YM4 1 2 1 1 1 , I 1 2 1 0 I . I - � 14, r xo-q a I 1 �4 1 � � . � � 1� 1 66, I I - � , 01 - � - I I I -N I I � t I I llll�� " �� � e ' I I - I � - '! " -, I;- I � 0 EXISM Fr." IVS�-% I 11, .A.tyA 1, � I i � / .1 . � - @- CONSTRUCT CURB OPENING CATCH BASIN PER CITY STO. PLAN NO. 300 I � � 8*( E;ix K E X 3 - lz� 11 - �, Ill - � � I , � � " I A . �J� ,.1 + I - 6 - � I I �� p 7 AV I , I . � �l �. - c���% 'm 4 � 4 ' T1 k NW� - . - - I 111 1H, N f 11A� . . I -�, 1, , I BE AB*w.,-. , I �d- I 10 . + H.9 I� ;D t" I I , � I � , I 4 .."-� IF , Z-1 :� 1% ,.k , -4) � I r PER OflfRS ' - ROPO jAk :pI � sp I' � -41i u) I 1, �,p I­� -I : a � i CONSTRUCT P.C.C. CURB & GUTTER PER STO. PLAN 104, A2-8. - I I ! I - , * ---- - RK I � g 18 t ( 91&.34) -� � I I . - - , � � 0 �-�' ?ACt �,, 1, � � -A,:,, U � 1� , !I� I I - E � � I' I x, - e,CALC&P I � � ",4 ' � � I- � I \ I I -"'a",�t I" -�wllr.�'a I I �,, -4 I �:l k - 'I'll I - . ! I 1�1 -cl �, ; �, v / . 11 � -18, , BNOF , - I ' I I I I � I XIST. A.C. PAVEMENT (MIN. 0.1' ) PER DET41L HEREON. N I I ''. I . I I - wswcm oY--,--7 ,I, � �i 1\ , - - - I I * 917.0ffu-\ � Ili �f :9 I ',.-� I 1� (1, ! . I . I � ", �1.-� 1 81 1 1 1 1 1 1 -�,, � - �A x -x � � -. i I TT � I "� . 4 �18 Q�-- COLD PLANE E I � � Ill \ � 'I M � �� -- -- I , I 0) , ;w� � �, -� -17- . ..., p . - - REPLA - AC OVER MIN.4m AGGREGATE BASE PER STO. PLAN NO. 100- - � 1-yj Exisr. Sr LIGHTkV � I 1 $ft "T I N "rel IML 0 - - 1--� CE REMOVED EXISTING PAVEMENT WITH MIN.4 I k $ft "'IT t � , � 11-1 I 0+ 70 wi,iII-- I I � I I I � I 4,47JI I� I - It � - , 1 71 � � 1� ( I I - If' 1 .89 -------k - ill --T--- `� -, , - 4, a *1 36 , - �l I- -� � � I �, � I lq� r, �f"',[- ," I - RJ5',M . ---- , Q�- REPLACE REMOVED EXISTING PAVEMENT WITH MIN.5- AC OVER MIN.6- AGGREGATE BASE PER SrD. PLAN NO. 100- t , I 11 1\ 1. . -j ----_ : a - ------� -- N A"-66 � , 11 I 1, -L- 11 31 I lw 40-� --\I-- - ------\t,N,F---_-,I K-\- - - i /' I --- ------� -T - I - -- -- - AC BERM, PAINTED WITH WHITE REFLECTIVE PAINT. I I I I � A - -- 11 I 1 7 v\ , � i "KAt ---- - I ---,- ,- --------�i�- ---- u CONST. TEMPORARY 8 'Q I I I . -- ......-- I � I i . � I "I ! ,e I � - � I ST- -------- I � I - --\-W�-'rl ---------- I I / 1 I 'r - -11" -ndar I M - �T------- NN � I I i ,I , " �� Q � an Em an 474" - \1 V twi N w Em Em Eml -(--:z,-, -- : - -11,11111 I I-- -1.1 : I I I -%V&F,- \,-%V4.0w -%x&�&, ,4441F, IVA . ,,,,,, I I ) ,, '11" ...........1-1-...�..... -.1 - �.....�...... --� I , W - ')(L�-- CONST PARKWAY CULVERT PER DEIAIL & STO. PLAN NO. J14 ....... - I ,� ; I" ,, ,11 5: , ...�� I ......�.-�,, - 1� !IFTw .. � -91, 1 1 1-1- - n � , I - I � � ------1-1--,", - -1- : ,-�---- 9 I � ILX 1 F32.4j �E'�, 1� -��.lt I� CON&V-Q=n� rx , ;� ia V 7 W� 11 ---<�, - - INSTALL SFREET TREES PER STD. PLAN NO. 501 AND LEGEND, TABLE AND NOTES ON SHEET 1. � I , " �- " l'yPr- :j--(,.j_--- �-�.= 11 iS �' .-.- ,�� I 1 ) , . 11 24 w f'.H 1 - -- �) 1�� �",� i A 24 � I � - . III � �, -�' ----� I ----, . � W, TR N I �- 01 . I (s I - . � - IQ f -�' , & ---�Q r- - INSTALL STOP SIGN (Rl) ----- Ilf) -f , t� 6 ,- 6 osr -1 , 11 + "I� -,�-4 ��ljl P-10 f A T Qk PAINT STOP BAR & LEGENO - �l 3 + 4.9J - * I I � CD - 'A 1 6 0 t &--L '"4 )�� � 0+45.0 a ill 14- , I " , �' 11 � \ I : � I I I -r � I 0 -11 -+' IN - -1, - , A 1 --4 - I I + ;� 25 � , -r : " �l 11A � , I (-,)l3t,- ", --�-- � [ � 011 Q4 1 , � I I 1 1171� - ,, -It N � � W)t� , ; , � i - - - . � I/ a, I I . q i [ 0 � h,,It I ro --) -1 � ( @- INSTALL STREET NAME SIGN u I � I I - . - �:-J�" il I � � 11: 0"f3 ,r,r? I-I r I ------- ; IF-T I � � - I I'') --I I I' / -I , " - INSTALL R26(F) SIGN (NO STOPPING FIRE LANE) I 11 ! �� � - I I Ic I . I � I I 1 .3 1-1-11.1- - c � , � -A �- - I TR � lt� �� ( � 1, : , g F I 1111 � i I 1� I � lZA, , � 11 � I 0 Ai � , � . i i� I I - K "I I I � . I I � � I - I � , I I 11 �: I � ,� "MI I I I I I , .11 -- �, 1 ',�2 "", � 4 , - INSTALL STREET LIGHT 9500 LUMENS HPSV 8' MAST ARM BY SCE, PAID AND COORDINATED I �� � � 2, -I? I I � 0 i� �� I � - Q�- INSTALL A SIGN W53 (NOT A THROUGH STREET) 14 � � I I I ac A I , - "I'll, - �- 00 ,i��.-� - �- ,� , I-.- � . : I , 1-1-11 I - - --.- I , ll�-,� � � - d , I ; I .1 - ; 4- .; �l .. � - N � - , I . � I 11 I � � Z- 20 , �!... ....................�......... 1, I I , � i --� �� I L Q � ----, I . - : 11 I ! � ? ! - -I , � A : I -< � e I � I - BY DEVELOPER FHROUGH THE CITY OF RANCHO CUCAMONGA TRAFFIC SECTION. 2 � : E -1 4-4 � � � � - I I I , � 'N\ I � I - 4 1 ��- # I I -- I � 1 z I � .- I � , - ( I � I- � I...�...�,- -4 I- 1 � ; , � I I I I : , @- INSTALL R26 SIGN (NO PARKING ANY FIME) ON STREET LIGHT ! 11 � � I I I : I I .. -1----- I - -.. I -- -- r 1, .0 (� � I I � S/ 8 � I I ; . � I �, ; I C�u I ,,:, F5"-) F- " 1, - OR ,- - � ----111H I \ I I I ,, � � 1 U4 1-1-1 -r3-L-) I � I I I (_- b) � 2 I -1 ,, �;--7 i � � - � I , , - 1.111."..","",,.,.............111...11... I . � '. I ::�� � I I I 2 ()I I k, �-- - I � : i , I z, 10, 15 Ll -N I 11 ,� - � - " 11 -- --L 40.v- I " - -.- 1 �2�8 � COST, ROCKSPACE PER CITY STD. PLAN NO. 542 CASE-1 d 1� � I , (� I ,(� � -",-- I .1 0 1 1 - .� ! . � --- I I I ly ( . I 4- I � � p � ,a � I � � �l I I I I 1, I 1. - I ;-r � , - I ,� iij , I I, - I------- � �,_ 06 `�� -1�1;�- -1-11- --.....I-- ;� 7- 1 1 1 � I 2 - " 29 INSTALL R26(S) SIGN (NO STOPPING ANY TIME) ON STREET LIGHT I - r I 11 � "I t � --I-,-- ( F- I �A - -- � � c9i , : , � � � - . li I , ( � 10 � � I i cc -i ��� I I......- I -.------ � i i, I �- f �. � i - (�� �i I � 1 � I I . �� �� I -".--..,- ��-- z ;� - -iY � � � It �� �1, I-L-- � . I - 4 1 -- � � I -�--,N- -1 1, � - , � � I I ---- � I � --- --" - - -1 -- � I . �-�,--�...... -� �� I I I I I - I 1� ,� Z - - - - I � � I � � I � I I � � I \1 0� Exp. 3131107 m �2 � I "I ,I, ;� � -j , I , ) -, 200. \ , , � � �\ "� \ ' i --:zt � , , � [I - - -, - � - -4 . , \ , 00' n � � 1. - le-,!50e� 1,0 NO. 38796 i-i � I � � �, �--�7- 1 � I I � I . I I I 'i !� -� 1� � I ; I - - , " - � , a I 1-`-� 20d 00' � 2 I I � � � � I � � , - i I ftft , 9 , � I , /I I -,�-......�- - -- 1��-- , *-- I r"l- I 1-11 --) ,� � � , 1 7-) - COST. PAVEMENT TRANSITION PER STO. PLAN NO. 406 e5 I � � - - I I I I � I � - � � � I 1 3:,--" c I - I I - I I I t / III � 4 I I . I r7ll�, - I I -, I , 1 � � - I "I --\�l � (1,101� L . �, 9 , � I I (0- PAINT 50' LONG 4" SOLID YELLOW STRIPING PER RC. STD. PLAN NO. 13J. lir lz � � I � fj - . (-) INSTALL SIGGN QN@ - � I I. � I CjV%%, I . 0 r _ 27 - I I J!, I .I EXISr. ST Lr-,Hf (A . t -- PAINT 4" BROKEN YELLOW STRIPING PER RC. STO. PLAN NO. lJJ. F= . LF _ I I�- 44F - & Z- �� I I I I I I P - � I C) I - I Olf CAL%� z � I I . � � . . . I I � i -� . ---_._ � I 0 � - Q I I ; ENGLA VE DRIVE � I I I I � I I I co'l 11 tl 1 - - - - � I I I , � I I 11 � ,� � I �", I I - - T� -, � - 8 � i I I I � , �2 i I I ::2 0 \ - . ro . \ : I I � I �, � I c--I -L2 0 : � w- I � I i � "I , I j . 1 80 INST 18" R.C.P. (SEE PROFILE FOR D-LOAD) NO. DESCRIPTION OF REVISION DATE � i �� I" cc i,- I t (W7- 7 F � 1r) � " ,- - -- APP'D i 11 I I' .1 I:. - . - I � � I - I , 11 I 11, . � I � ! - - � �� I I � � �� � I I --l . !'��-- -� CITY OF RANCHO CUCAMONGA I - z I � � I I I I I , � I 1 U4 5 1 90 C i , , 1 51 � - i � ONST CURB OPENING CATCH BASIN PER CITY. STD. PLAN NO. 300 _ I I I I I TOLSTOY RANCH ROAD @-- INST. 24- R.C.P. (SEE PROFILE FOR D-LOAD) A . - I � I � . I I I I @ � � I I � I I (�l ") � � � I ON , X. - �� � 1A �,� ,� � .. � q I x/S I- . T �- @�- C . i � I I I � WI � � - --­_ / j,$-': ONST. MANHOLE NO. 1 PER CITY SrD. PLAN NO. J18 PLAN AND PROFILE . � - I � - I _-, b ki .. . 1, 0 1 1 : F . I 'N I � . I � I I I;A 11 I t� 94 -- - CONST. MANHOLE NO. 2 PER CITY. STD. PLAN NO. J19 (i - I 11 � . & I � ,� , � (��- , i � � I - ! � I , '\- , �7 1, I I I 11 ; I : A i , I � I -��-� ;�,� -- 8 z I 11 -- 41 -7-- ,- I I � I - , :� I . � � I I "I 11.1.1 � �l � @-- CONST TEMP CUP CATCH BASIN PER CITY STO. PLAN NO. J I I i I I , 1, 1--- I ,� I ;c i : I I�D [ � I I I I -1 DATA TABLE @��- CONST CONCRETE COLLAR PER CITY. ST9. PUN NO. ,329 a- . n I � i � I I I Z I - �- � 1� ; I � .. : � � BEARINGIDEL TA . I'll, I -- [,�i'llffl[.- a STA. 0+00.00 TO STA. 6+31 .76 . � � I -1 � : I � I" � . � 00 I (r " 11, RADIUS LENGTH TANGENT WZ I n I I . . 1� I i i - � I .:z 1: I i (3 ; 4 . . z � � I ,� I I : i 22.0' - ---------, 1�, I c i C) � 0 N 00-14'49" E - 272.02' - 10 L,j L�,,j . I . � � ;� !,- r----,-------i 0 . � . I -- I . 4 - � � . � I : ; � , I 2 I I 11 . 0 . i I � I ) 'i4 ,,�,c F @) I N 00014'49" E - 359.74' - INDICATES REMOVAL & REPLACEMENT DATE Q: � �-� 1� I I i 1,5� 1 � - � - I � � . I CITY ENGINEER � I - � I 1 901105105)p 2ZOO' 42.45' 2Z 04' 1 I - 12'1 � I . @ A�d ---- R.C.E. No. 24953 % � _ I � � .. ". � I � 1:1 . I I I I ---- -1-< � -.j . �. � �� ! . I 0 N 00014'49" E - 178.00' - INDICATES P.C.C. CONCRETE SIDEWALK DESIGN RE��NVED A V, I � � , K 11 I � , I I HUNSAKER & ASSOCIATES , I � I I - � I �. ,� I � 1. I -- I ::.�,(...ll� .:%,,* BIJAN SHAABANI 11 11 .". . - � I I � ,. .. . I I . -a_- � k\ - -4�* 1 � . �I I) I 0 89054'55" 2Z 00' 42.37' 26.96, 0 20 40 80 120 160 1 R V I N E , I N C . 4� � � � f - � I ,- .. - I I I, �.p I 11 l:.- ...--�` INDICATES NEW A.C. PAVEMENT (O "I I ..... ..,.i. ... DRAWN PLANNING a ENGINEERING m SURVEYING SHEET' � ... Q � I IND � I 11 - . . :� , i z it � 1 14 � - . � - I I -,-- I I i I -1 I � 'I- 0 I N 00014'49" E - J 14.5 1' - L..................11.11-1- -1 � ..........I...... � � 't -, I - - - I I I - -17- - Threellughes - Irvine, CA 92618 - PH:(949)583-1010 - FX:(949)583-0759 N i I I - / -- , � C.N. 3 of 6 : �I � I -p �I - S 00"14'50" W - _ n ,, 631.8 1' - "t (1) � AR , LD AVE. ---/ /-----f , 4k -�, 1� I .@ I ROCKSPACE SCALE: 1"=40' _ 1- �o SEE LEFT. ABOVE 4� ��R.C.E. No. 38796 DRAWING No. `I- , I � c I I I I a 0 �p (:) �0\s� p(4b, In+ ,-- i I --� 7- . i � !"---, 0 ::����� �1� 2�f��� - LLJ I 9 > 0 OU '4* + 0 , LAI �j __ _ -�4 ________ I �I� ,4, �- � , I N I- �L",--- . I �--� JR P' I -� , I FA �- I + I -I-- T-89L]- , !---,,Rrl- , I -J---- n - t � �, �\,,.i f L I - ( I � --------+�'- Lo ;:� � �,,���� L--- � - - 0 ,% 1 ���IL !t�- � I lc� - -- . I t I I I I DOUGLA9/;'jl 4!AL -Exp. 01/31/0-7 .. . , -- - - I DOUGLAS L. STALEY DATE - 0 -f FILE NO. d.I(I� ) (.):: - - �- - I �-z F:\0043\Engineering\Tr-16592\lmp- plan\sheet03.dwg ' i i I � A RK ID NUMBER IS 10 105. 1 T IS A 2 BRASS DISC IN CURB THE BENCHM Y OF RANCHO CUCAMONGA ARCHIBALD & HILLSIDE CIT ............. NER OF @ N. W. COR 1987 ELEV =1864. 77 B.M. TABLE DA TA DATA TABLE TANGENT BEARINGIDELTA RADIUS LENGTH GENT ............ BEARINGIDELTA RADIUS LENGTH TA N oil 0) w 27.05' 9.46 100.00, V,C. 147. S 14046'19 365.75' QA) S 89050'15" E 13.09' 0.c P.L-f--189 7.80 : 6.58' 71.01' 15000,00" 50.00, - 45.3,3 90024'46" 45.00' - - UB - 102.08, S 00013'41" E C) Q) C6 U) 00"" 135,86' uc - 10 1.62' C) In I'D' CID N 000 15'0 1 W 69.60' CID (3) 100023'26" 58.00' M ca 320.69 N L6 n __+__l�_- @) S 89050'15" E PV1 STA J+55.4 Ln 5 W 43.59' ---------- 27.20' UN - ca N 79050'15 1915 90024'4 2 7.00' 42.6 1' 6 _1� 8.92' 00 102.00' 17.80 PI.-STA.=2+JO-105 Z,4 10000,00 Ln 0 Lr) 00 c):: L.,F) N 00015'01" W 41.47' W P/= 1883.44 ll V_ - - 265 22' 42.45' ci - 6 p 101 1888.23,111 Ln Q) 14.75' N 89050'15 29.J2 A/4 LAI 25 1905 QG) 15000'00" 112.00' 0.c PORI. uF1 100' V.0 L 80.00 Q) 25' -25 Q�_LO pn LO LO 0i )JI W �a 00 0.C O.c ol Lq 0.1c .......................... 57.53' FLOW - c6 N 15015'0 1 --"bI-REC -�, C) -0 FLOW -7� -/4 /4 /4 /4 4 A14 A/4 '6/4 M - * , Q L_0 ITION [0 - LN CN -9) CN r 00 . ... .... Lr) (Z) W) Lr) CN 141.82' (�_-, iz +M+ Q0 L4 139.28' DIRECTION (Z) I I Lr) �z (Z) 3 n DoLn Lr-- 1895 1 1 2 10000'00" 38.00' �n L6 ca (N Lr) cr3 IZN cx) Ln ........... 06 r< M 00 L6 �6 -(Z- 77- 00 cc co --------- r,6 CK) I r) 00 tA . .... ........ 00 ca 00 cc 00 00 0 ur 6# 60 51 26 P U R_ WEST-�-CURB 0- UO- 1895 9 PROPOSED cj t,4- Rl 0.50%-1885 ca :R= 1.4 7% U-) 00 L6 U13 62 1_4� �0_ L6 PROPOSED TOP 0 U-) CN EXISTI G GROWND W) ca 1-875 NORTH, CURB C:) CN: 00 1915 ST%=2+-3 0.-05 STA 34-55.45 z CS 4 CS cs C3 Ln 880.40 ca Pl= 1882.24 P/=�P cn CN 00 002 002 . ......... ............... + 1905 200 00 ca 80.00 L 80, V.C In 100 V.0 CN L6 Lr) 6 Q) Lo 5 A/4 u� Uj Lrl�j 60 5 Ln A 4 A/4 c� 00 + ca '7 31 c)00 CN ca CQ r,6 4 00 R T.6 66 'K Q) `�z c LO LOG4L DEPRESSiON DETAIL NO. 1 ------------------------- 9 12 u 1895 m Lr) c) Lr) -,I- In Lr) �0 ca In CK) CN 00 U txi 00 cn ca ca (Z) CN C) Ln Q) Q) + Lr) L6 (30 I,,,, cQ �6 CN r 0@12�P�ER STD_-NO107(TS 0 ca Ilu CID IKU "ON NOTESO 00 Q�+ cc DIRECTION (N.T.S.) oo + CONS c// 00 + + X4 0)_ , ,Q) ....... ............. -------------- ........... AND 10) 4 9 i2 -EXIS LOIGAL DEPRESSION DETA Ln + 00 cc Y4 Cc 1895 + G- CONSTRUCT MIN. J" AC OVER MIN. 4 AGGREGATE BASE (SEE GENERAL NOTES 9 00% .4 It NO. 2 9 & 10. R= 4 7-1%,- GRO J41 -B -PW ELEV� J 897.85 0@12!:IER-STD. NO. 3,07 CASE SUBJECT TO GENERAL NOTES NOS -107 R� 6, Ld ---- ---------- ------_7------- (N.T.S.) CONSTRUCT P.C.C. CUR13 & GUTTER PER STD, PLAN 104, A2-6. 150-00 VC" SED---0NISHED- S PER CITY STD. PLAN 134. @ INSTALL REFLECTANT HYDRANT MARKER 1875 RFACE S CIO C36 ........ J6.54' Ill 00 6' VC-0-c C-O.C' 11 Q% 195 OACH & SIDEWALK PER CITY STD. PLAN 101 TYPE R =J88 :6 --- cn 00 00 00 00 .............. 1-880 92- 0 + SAWCUT 42. 1883.44 & REMOVE EXISTING A.C. PAVEMENT =4+09.84 J7 S7 A. .......... S =J+J2.88 TY STD. PLAN 10 1 TYPE C. CONSTRUCT DRIVE APPROACH & CROSSWALK PER Cl 25' 80.00 - __j - PORT. OF 100' V 25' 0.C. P)=1-00 ............-C In CL 25' 25 C� STD. 102. 4 Y4 4 /4 1:.co ob CN CN 00 1 5 R CONSTRUCT ACCESS RAMP PER CITY f Q) Ln 4 'L14 A14(z) ------------ LO C_ o-C- Q) V_ 1.23 (Z) 00 In . ......­­­­ tri C6 V_ 23- 00--_ `0 00 0) Do Q�l cc CN ------ CONSTRU C* In Q� Ln In N ��>l: .1 - + + up + 1895 CT CROSS GUTTER PER CITY STD, PLAN 106 A. cl� uo I'l I Q�) CN Q) - .............. ( 8) (2) r,6 In r, ON PER CITY STD. J07 CASE B. ............ ca ca cp L6 cz) Cc �,6 + r�6 + +CIO ........ CONSTRUCT LOCAL DEPRESSI %-- uj QQ QQ -- cc 00 00 00 26% 1895 + 00 14, ...... 00 TIN R:= INSTALL STREET LIGHT 5800 LUMENS HPSV 8' MAST ARM BY SCE, PAID AND COO DINATED ION. ONGA TRAFFIC SECT CITY OF RANCHO CUCAM 80 120 160 BY DEVELOPER THROUGH THE -4-457o 7 c6 Rl �4 0 r< @ E4ST �CURB� tn 0 EWALK PER CITY STD. PLAN 114. 1885 J ...... R= 1`6 LO CONSTRUCT CONCRETE SID ­-_------- --------------- ........... ........ 300 + CONSTRU PROPOSED.., (14 CT CURB OPENING CATCH BASIN PER CITY STD. PLAN NO. SCA E: 19�- '1875 -401, PLAN 104, A2-8. SOUTHICURB CONSTRUCT P.C.C. CURB & GUTTER PER STD. A PROFILE ------ COLD PLANE EXIST A.C. PA SCALES VEMENT (MIN. 0.1' PER DETAIL HEREON. od AGGREGATE BASE PER STD -A PLAN NO. AC OVER MIN.4 0 G PAVEMENT WITH MIN.4 N /HORIZ. REPLACE REMOVED EXISTIN 9., D. PLAN (1 7�- REPLACE 1 20 REMOVED EXISTING PAVEMENT WITH MIN.5" AC OVER MIN.6" AGGREGATE BASE PER ST PAINTED WITH WHITE REFLECTIVE PAINT. CONST, TEMPORARY 8 AC BERM, CONST, PARKWAY CULVERT PER DETAIL & STD. PLAN NO. 314 /pop,JOIN EXIST,!C 'y TkA FOR CONVEYMC Fri 16262 TABLE AND NOTES ON SHEET 1. III I 111m INN= sm i ROAD INSTALL STREET TREES PER STD. PLAN NO. 501 AND LEGEND, Now=6 ON EXIST V, 'm woo y TRACT BOUNDARY ................. �4 j; INSTALL STOP SIGN (R1) y PAINT STOP BAR & LEGEND .......... INSTALL STREET NAME SIGN ALL R26(F) SIGN (NO STOPPING FIRE L LANE). 3 INST 2 ALL A SIGN W53 (NOT A THROUGH STREET) (25�- INST INSTALL STREET LIGHT 9500 LUMENS PAID AND COORDINATED FFIC SECTION. ...... HPSV 8' MAST ARM BY SCE, it BY DEVELOPER THROUGH THE CITY OF RANCHO CUCAMONGA IRA �7 _§0M7T.F -7 '27 INSTALL R26 SIGN (NO PARKING ANY TIME) ON STREET LIGHT COST. ROCKSPACE PER CITY STD. PLAN NO. �8 TR, 92 542 CASE-1 1907 67"TF :L INSTALL R26(5) SIGN (NO STOPPING ANY TIME) ON STREET LIGHT. (29� STD. P CITY COST. PAVEMENT TRANSITION PER LAN NO. 406 10 ........... a Co t I PLAN NO. 133. 30 6 WY, PAINT 50' LONG 4" SOLID YELLOW STRIPING PER CIY STD. PLAN NO. 1J3 R1W W=16., -LOA 10 cl:� PAINT 4" BROKEN YELLOW STRIPING PER CIY STO _1_6�:_0 0 INST. 18" R.C.P. (SEE PROFILE FOR D D) -LOAD) EASEMENT W_I 4 INST. 24" R.C.P. (SEE PROFILE FOR D A N NO. 300 cc go CONST, CURB OPENING CATCH BASIN PER CITY, STD, PLA y D. PLAN NO. J 18 .......... CONST, MANHOLE NO. 1 PER C/7Y ST 4U1' cr 5+62. 19 ------ ------7-B- -------- (90--- CONST MANHOLE NO. 2 PER CITY STD. PLAN NO. 319 �C � 10 AD. ><9 hl CONST TEMP CMP CATCH BASIN PER CITY STD. PLAN NO. J1 1 -L jR 9 7 5+,62 0 �53: -ssq LAR PER C17Y STD. PLAN NO. J29 12 5- L L '77 SEE SH NO. 3879 N 'A ' D N L E E r1% A VE M E 6 INDICATES P.C.C. Exp, 3/31/07 L 0) 0) V) INDICATES NEW A.C. PAVEMENT ET ALK lyj� 77"" CONCR E SIDEW >............ LL_ 97,67 T��V_Q, 110 �0 �9 57T. c z LL T ROCKSPACE INDICATES REMOVAL & REPLACEMEN E.C. in T-RA 0 y por, 6' 0-)124 MAQD AVE-. 3,67 11M I_k&97 Ot4 ARCIA *z 10 �8.33 T�F 6_� I 91TY HE SEES ET,6 tUi( ETANING OF REVISION DAT %w R DESCRIPTION WALL APP'n NO. r;<CN �6u-) M 886 33 TY "Co DETAILS& PROFILE + SPACE N I TY' 0 ' G A > + C0111-M N U H U �6 %Aj 21 2 /E.C.R I Lr) Typ. NCID co�,, ik.Q C:zl� PL ........... ------........ LZ FA+ 20 60 00 4 -7147 -RIIW 00 EXISTIN'0% wq-L 9.9:9 8, 0 00' F 3 URT u EN TOL§' TOY 8800 J, Lo� WALL H=15' 18816.21� ENCLAVE DRiVE & TR 881.7 0 F.L 11" ' '/ m"ICA L 10, 1+90.05 2.54 21+70.05:�- F.S .00 TO STA. 5+72.62 F_ STA. 0+00 ,�\7,, 5, 188_4_._02_\ 1883.2 18-ts 1886.65 \6 E�1.(;H 3.03 F.V.0 F.S 1.47% 1882.98 '7,67 T, 18R 7 R, 7 I T.F ?90.00 6VC 6 60 DATE TM n 1885.1 jr R.C.E. No. 24953 6.45% GINEER 00 Z 1877,3�� T�F CITY EN maV T.W NDED co co)) 1_876 67 T,F DESIGN ATES 106 00 90.02' HUNSAKER & ASSOCIATES PSI 18715�00 T/f� BIJAN SH AABANI I N C > In R III'll w 1875��,Z,T,F PLAN NING ENGINEERING SURVEYING DRAWN c; + + h s - Irvine, CA 92618 PH:(949)583-1010 FX:(949)583-0759 .......... + Thre H 4 o f IT,F ......... cm + w C.N. DRAWING No. L 40 R.C.E. No. 38796 Y Ex --7-07 'EASEM TIM TA P. 03F31 E C RETANIGNALL DOUGLAS L. STALEY m ENGTH 7T7777NGENT --------------1 727.057 R' 7 F_ 77, on 7,_11 4 E E69.6j] A72 ORT. - c _8 2 LL I SEE SHEET 0 DATE FILE NO. �33T,F IBBI.67 T.W [i DOUG T T 1117100 TY plan\sheet04.dwg -1 6592\Imp- 3\Enqineering\Tr- A?, air F:\004 E 9 SE EE 1-14 CONT. a GROUT ALL CELLS SOLIO WA 32" 0.C. (TYP.) 1874 --- - - - Q-7 z x REINF. & PORTION RETAINING RETAINING WALL SPECIFICATIONS SPACING PER SPACING PER 18 18 / 4 0 BACKFILL: 9OX COMPACTION 4 32" O.C. W 7Y➢. SECTION SECTION 9633 N d' W 3 CENTERED /N CELL CONCRETE: r F VERTICAL STEEL � INTO FOOTING, TYP. 1 - - z to EXTEND MIN. 24" 9`.6) W �--- INTO RET. PORTION PORTLAND CEMENT PER ASTM C 150 N .o lo 1874 8g T 8' 11" CONCRETE AGGREGATE PER ASTM C 33 ^ r Q a -- �____. _ _� ' -' S.3 1874 X MIN. HEEL WIDTH OR o f'c = 2500 PSI AT 28 DAYS. - 4 ' e 4" CLR., ly W 3 x 1/2 WALL HEIGHT \\ a- -R CEMENT TYPE PER SOILS ENGINEER'S RECOMMENDATION �a 1e' T.F. A8943 10.67' o WHICHEVER /S GREATEe s T,�y J 0 r.w. As SHOWN REINF. STEEL: H .� 18936, 0.67' Q !z. ON THE PROFILE 1874 '893 T,8! 9 33 ( 3 }- 4, = - - - - "A" BAR DEFORMED BILLET STEEL BARS PER ASTM A 615 AS FOLLOWS: o -- 1874 �1 I_��=1771 ET � o 14 OR SMALLER GRADE 40 T j. WATERPROOFING PER- 2" CLR. of X1-919 8 O WNOTE 11 OF SPEC. 2-14 CONT. 15 OR LARGER GRADE 60 w 48 SAR DIAMETERS WITH j I i C � W/12 TIE WIRE CONCRETE TtONTINUO S STEEL IN FOOTING, 32 O.C. ETE BLOCK: E WITH 12 TIE WIRE 8 6j 8 i0 (TYP. BOTH SIDES OF STEP) T. I " , � �� _ 18 z p " a" BAR f m = 1500 PSI AT 28 DAYS STEPPED FOOTING DETAIL 1874 ------ 94 6.67 W 3 aR. „ „ L ° - 1874GRADE N HOLLOW UNIT BLO K FREE DRAINING SAND BACKFILL C PER ASTM C 90, BLOCK TYPE L , � N.T.s. 0 4. MATERIAL W S.E.>30 do COLOR AND /OR ARCHITECTURAL FINISH PER LANDSCAPE PLANS ALT. #1 9° 8 0- 1"" �+ PER SOILS ENG14. APPROVAL NOTE TIE WITH 12 TIE WIRE AT ALL LIPS .41 8 2-14 CONT. w "NO SPECIAL INSPECTION" ' -J F--- v°S 12 TIE WIRE 0 32" O.C. 6.67' 89 -j X " MORTAR: " SPACING PER TYPICAL SECTION 188 8 1°° <( W SUBOR,41N PE :13:.;':.p:.i C" BAR e 1874 �T- - sod T F 1874 z NOTE 10 0 ;...::::::: ::: " 2:1 TYPE "S" PER ASTM C 270 SPECIFICATIONS'':::::::: -,3" 24" LA➢ 4• >88 8 0 '� ;;.:.: .: : 1 PART CEMENT F.G. ® BAC TA' p , , , 1/2 PART LIME PUTTY VERTICAL STEEL " T.F. '88 T 33 OF WALL 6 67' 8896) T z o 10 4 1/2 PARTS SAND :. �8gz , 1, 9.33 tol to 8 889°o z Q " " in 4 CONT. 0 18" 0.C. GROUT: a , ; . a - -j 1874 a°--- - , �r Q V D BAR �-- V Tr l8, 6.67 33 TF 1874 w 0 �, _� 3• CONFORMING TO ASTM C 476 f'c = 2000 PSI 8863 9.33 F.G. ® FACE 1 PART CEMENT GROUT SHALL BE OF FLUID 3 T8, OF WALL 9.33' '88> ( " " 12 24" LAP e ��``'- 3 PARTS SAND CONSISTENCY y a 88Ss) 9. �3 6j ' A. o L _ 2 PARTS PEA GRAVEL 24" IAP Z T/y 12' '88j o N W 32" 1B" 14 BARS HORIZ. 1874 0 8' _____ °O rF + "+ `PORTION OF RETAINING WALL "C" DETAIL NOTES 8 _ 1874 W/LEVEL BACKFILL ® LEVEL GRADE N.T. 1. GROUT ALL CELLS SOLID W REINF. & PORTION RETAINING. STEPPED/ NG. E PED FOOTING DETAIL LZ 10 �7, 188 .6 ° NOTE: 2. ALL FOOTINGS SHALL BE POURED ON UNDISTURBED GROUND OR N.T.S. 1 1- FOR WALL HT. 3'-4" OR LOWER, HOOK THE "A" BAR INTO FOOTING IN THE SOME UNDISTURBED ENGINEERED COMPACTED FILL. ALT. #2 ~ 18 CONFIGURATION AS "C" BAR X 8' 8S 3. WALL SHALL BE LAID TRUE AND PLUMB. W _ _ °o T 1- FOR WALL HT. 4'-0" TO 6'-0", HOOK THE "8" BAR INTO FOOTING IN THE SAME 4. PROVISIONS SHALL BE MADE FOR ADJOINING CONSTRUCTION. 1874 - -- 6.67' ' a� F CONFIGURATION AS "c" BAR 5. ALL SPLICES SHALL BE 48 BAR DIAMETERS. Ln J , TF 1874 6. ALL CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH Q 9. 3 883x, TF `PORTION OF RETAINING WALL "C" SCHEDULE AAPPLICABLE LICA B NDARDSI381-95 AND NS OF THE 1997 2001 NI FOCALM BUILDING BUILDING CODE, DE. 0 3 10.67' '883Oo WALL HT. 8" BLK. 12" BLK. 16" BLK. "A" BAR "B" BAR "C" BAR"D" BAR "L" "D" "K„ 7. ALL BARS SHALL BE BENT COLD. 1874 cr _ __._ _ T.,� 8. CONTRACTOR SHALL VERIFY COMPATIBILITY OF DESIGN WITH V 0 6.67` '8 1874 2'-0" 2'-0" - 4®16" EXISTING CONDITIONS PRIOR TO PLACEMENT OF FOOTING STEEL. `� TAF - - - 14®16" 3'-0" 12" - 9. BACKFILL SHALL BE PER SOILS ENGINEER'S RECOMMENDATIONS. ~ W S' '88� 2'-8" 2'-8" _ _ " _ u u " 10. SUBDRAIN SHALL BE 4" PERFORATED PVC SCHEDULE 40 PIPE Z 6� TF 14®8 - 14016 3 -3 12 - PLACE 1.0 CF/LF OF 3/4" CRUSHED ROCK WRAPPED IN Mirafi x Q 8' 88>°° 3'-4" 3'-4" - - 15®8" - - 14®16" 3'-9" 12" - 1,40N OR APPROVED EQUIVALENT. OUTLET SUBDRAIN EITHER W/ 1874 Z x9_33 }88� lF - _ _ 4'-0" 2 -0 2 -0 - #4®16 _ ,_ " " _ 2 PVC SCHEDULE 40 PIPE ® MAXIMUM 10' O.C. OR OUTLET 1874 14®16 14®16 4 1 12 VIA 4 PVC SCHEDULE 40 SOLID WALL PIPE ® MAXIMUM 100 � 1 TF 4'-8" 2'-0" 2'-8" " " �- " O.C. TO THE CURB OPENING. C) -J Ljj I� 8 96) T� _ 4®16 14®16 = 14®16 4 3 12 - 1 1. WATERPROOF BACK OF ALL THE RETAINING WALLS W/2 COATS �. 5'-4" 2'-0" 3'-4" 4®8" #5®8" ,• ,_ " " " OF ASPHALTIC EMULSION PER MANUFACTURERS SPECIFICATIONS. #5®16 4 7 12 6 12. BACKFILLING SHALL NOT BE PERMITTED UNTIL AT LEAST 7 DAYS 4®8 AFTER THE WALLS ARE BUILT. 1874 U __. 6'-0" 2'-0" 4'-0" - " #7®8" - #5®16" 5'-0" 12" 8" 13. CONTROL JOINTS SHALL BE PLACED AT ALL ANGLE POINTS, BC, o �__._... -� 1874 - 0 I 6'-8" 2'-0" 2'-0" 2'-8" 14®8" 14®16" " " " u EC AND AT A MAXIMUM 24' O.C. -� Z4®8 #5®8 5 6 16 8 14. OUTLET OF ANY SURFACE DRAINAGE PIPE INTO THE SUBDRAIN z `PORTION OF WALL FROM STA. 1+70.48 TO STA. 7+34.68 SYSTEM IS ABSOLUTELY PROHIBITED. Q 1874 1874 ry + W z NOTE: (n a a 1874 -� --- ___. 1874. THESE PLANS TO BE USED FOR CONSTRUCTION OF THE RETAINING WALLS N & ASSOCIATED APPURTENANCES ONLY PORTION OF RETANING WALL "C" ADJACENT TO TRABUCO COURT u r3 C SCALE: 14 HORIZ. 1 "=20' VERT. 1 "=2' SOILS DATA: 2 BY Lawson & Assoclates Geotechnical Consulting, Inc. DATED July 15, 04 BEARING = 1500 +15OW + 3000 < 2500 PSF LSPISIDED T FACE (LEVEL BACKFILL) EFP = 35 PCF (IMPORTED BACKFILL) BLOCK WALL u (2:1 BACKFILL) EFP = 46 PCF (IMPORTED BACKFILL) PFP = 250 PCF C ��0 W U = 0.35 (- DENSITY - 120 PCF SOLUBLE SULFATE = NEGLIGIBLE P� TRABUCO COURT 6'-0" 4'-0" SI EWALK ROCKSPACE•, 1891.5 1892.3 (X r.C. 291 to � F.G. � BACK w. � N0. CITY "-'• : ' DESCRIPTION OF REVISION DATE E` OF WALL APP'D .•,,-..:.+Y:•S_f,.; SPLIT FACE CITY OF RANCHO CUCAMONGA - `• •:' •:•' "•' •" RETAINING WALL >C k 4 CONT. PER C.EXTEND RET. WALL DETAIL STREET IMPROVEMENT PLAN Q MIN. 24" I O TOP .2:1 SLOPE TRACT NO . 16592 Z BACK FILL EXISTING DEMENS-TOLSTOY � 1886.3 HISTORICAL HOME P O R T I O N O F R E T A N I N G WALL " C " g Z F.G. ® FACE T.F. - - OF WALL -, 11 T STA. : 3 + 09 . 47 - 4+ 52 . 33 W FEss,aN APPROVED BY DATE � d 0 Q�o - s � ��JG L• s'4t� CITY ENGINEER / o. 24953 g PER WALL PROFILE `" R.C.E.. DESIGN RECO DED m SECTION B - B ~ ° ` ti� �' o N0. 38796 � �^ BIJAN SHAABANIUj HUNSAKER & ASSOCIATES Exp. 3/31/07 m I R V I N E I N C HORIZONTAL REINFORCEMENT LAYOUT (Typ.) N.T.S. DRAWN PLANNING ■ ENGINEERING ■ SURVEYING SHEET 9 C V . Q CN Three Hugh Irvine, CA 9 8 • It(949)583-1010 • FX:(949)583-0759 (v N.1 S. TFo�cA��F°� C.E. No. 38796 6 Of 6 CHECKED DOUGLA L. STAL Y Exp. 03131167- DRAWING No. DOUGLAS L. STALEYDATE 2",� FILE NO. a F:\0043\Engineering\Tr-16592\Imp- plan\sheet06.dwg