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Home My WebLink About2114 11-11111---, --- I I I I 11 I ----- -- --- --- --- — ---Nm�illillililillIlIlililll�ilI -- ------ liiiiiiiiiiiiiiiiiiiiillilli MNIIMII"llllllllll'lillillillillI ---- - ------------liij�illillillillillillilliillillilin� -- lllillillillilillililiiiiii 11 , - 11''IM--Illlllllll,llllillillillillilillll------------------ imemoommi�NIIIIIIIIIIIIIIII'lillilI l'Ill'ilmlillillilliilillillillill—. lomiiimiiilllllllllllillillill M11111111111111111111111111 -- --- q - —— " " A I" 11q Riia 19 1" A r-^ I (2`1 E N E R/-X L NO"'T E:S 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS. THE CITY OF 60 a.hwa 400 10 49 so a DARD SPECIFICATIONS FOR TRUCTION CURRENT EDITION. CONTRACTOR SHALL BE " " FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE I CIFICATIONS. I 1 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, 10 WATER METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON .Fb A " " 19 N1 THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE — 21 — I IMPROVEMENTS WORK IS TO BE DONE SHALL BE REMOVED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO . a w I I � � , "111 D " i I CUCAMONGA. "''� 11",�,,� ;"""', "',�,"", � / I L-, --A, 1 , z I " �11 11.11-I 11 J � -1 , -111"', �, 11.1- , I'�', .........-11111�- , ", ", ',,,:',-,:,�--,�,;�! \�j , 11-,�--�,`---1111 1, �, �,l i LLJ i�/ , "',11- " , 1,1�, il,�, � 11,�,,, M 11 \)" -, � � , 1, n-'7 " �i -,I "I � �,,,, I � � I i I '1� �, � "I ,, , L-1 � ', Aj I > � , ......� , /" !'-----,-,Li , " "I", ( � " , " , I - � --1111-11 "� �ff-% !11,11 , il � , I I - I I III - ""� \� '� ��1 � � ��....\ �'�I �� -1-111---, ......... , L � � -% "�......�",",,� -1-1-1 ARROW < IZE ,I 11 �1 Ii",��,'�" '11, "I", r �� el I la , I � I I -- � ��, 11 � � � I � ", ........-11-- I i� -1 -11-11-11-1 �, 1� �,, i i'l � � id 11� , " i 1-11", ", � , � �A� i " "" ", , i """, j 1 � 1� I �-,� ,,,�-'��-----,�--,��-�,',��-,--�, 11�.-,,��I,�,,:�-�-�: F, , "I" ,I � --111-11-1 ,�...... _ - ", , /m � 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIAR - � ,1111, -1:,-!--"-,1` ------11-- ,� � 1-1111 � ,Am " N"'- 'W"53"'-,�1 , 11-11", / �1� �� 11 111 I........11-1 A r ROUTE ,// 1-- " CEL 'MAwF U I tj � ...... 1 � , H" � �� 'I, - , I r "-------11-"' 1:�e Uj ,,, , ill, " , �,, , r--% ,-% L,� HIMSELF WITH THE SITE AN ESPONSIBLE FOR ANY DAMAGE 1/1 Y� �," I � �1.11.',� �. .................." i ,"11",, 1,f I � v`�, -11""I I , �14 C ,r,, �'11 I f� \1 'J,�� ,,, � I I � � 1I M / i I i � ,,, � �� I�j � �-, '1111 I 1� i'�- I I� y -1-1- �� 11, --;-44 ) -11, � i IN \ � k �4 ,,,,,� ti z I--1 4 1 0 �,l �LI :, � "I 1"�', � O' ` N, I � \ rHl Uj 4C :3 ... .1 , � ,, �.... ,,, - / .,- ',� \ Z) W z ��! ""��, I , ,.", � � UJI -r( -,--- I 111�114 � � ��l il,111111'."�,�i ",", I ,'P.M. , 17"I 'A ,�" � � '� li, �!e TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS / � Ea �1� N I i I , "" -11 � """�","��-11�-11-1��-�-,--,"- � � i � � z Uj -j ", 5 � / I �, ij 11"--11 � 0, --1-1-........ � I j ,�,�,, - " U I � I l� I w �- __j OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. I �! I [" I., .':"',',,--j-J"j,"I j , -, � , t', � � - III mmm�l mwmmm� ��, , ,- 'Ir , t-I--- I i � I i �� i I - � jj ,,,, � � �', Z,j,", , I I � 1, , - ,I i !"�! � : ",�= ' ' ,,,, - I I mlkmmm� I I = � I , �! -.......H -11-11-11 R --M - " 1-1 ��.. � � 15 , - , --l", mmn�� - I "', 1', "j I , M . �� -,,� MERIMEMM ANNIMENNOM MINNNNEW I mmmm� �11111 � � � I � :, M � I ; d")I� �, �� 1 ,� I IMMOMMEM , � � .........11- � � � ! r. I I � I . I J� I � �! "", �..11� I -11-11-1-:'�.'f::�:"L---I-1111-1-- ';'161", I A �"" mnmmw� mmlm� mnmml� � � t�� "� I �� 3: 1 "I, ENNEMOM NNENNM� mmm� 1� �,! """ � I I "- " � 111" , I � 11 I -,---- I , - / !�, 1"11--11-- ..........�]!�r�, 0"11 I � , �" 11.111,�, ,,� �' i ,i,,� �, � � ''t � '� / "i......H �1/ I� � : I � � � � � -,11"11 I � i 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CU "I ��,� I , �",� '""',-,r, I � ",'�, � I ��, , ,I �` 1111111-1-', � '' - :�._�_ -'-'---�'----------f��--��'--��-"�,��-Irl-l��""'--'', I � � I �, � I !� �....�'1.111111.,U-...1111-1-1-1.I——-------1-(,,�� , �,.�- � J � ,� i � � I N -J� � � �� I I < 'I, � I � � 1, ", i " , " " �� 11111,111,11 I , �- "-", \ � I I �'!� "L------......' -------- L--- �, I" I F A lr-% � � 1 - ----�i��,,�,r-,f",�-,I",""�7�""I'� 1�� ,�', �....... "' I .— -� , k I 11111-1,1-11.111", � i " r',!,�-�"f"" - ---" JERSEY I BOULEVARD 0 ENGINEERING DEPARTMENT PRIOR TO ANY EN �i 51111-111f,� , !�, i �, :,---I, 1-r�I I 1� r"% z , I j i ,�, V- 1. � r . �.,�, i , ) J,L,-,--��.-,,..��-,�--,-,-,��..,.,--,�.......-j I - � I Uj z "� �, , "I �� I i � AK 11 ", � , ,, I � I ," �---.�--,,---,------��.��-,---,--,,�-"�, ��--,-,�,,��,---�'I.Ill",��'ll-l�,11-111-1111�'..'�lI < f t I I',, j i il� �, r."A"', �, k ,�," 1 11 -1A 11 �� V,s��`�,-""!� i� I " , " � , ,,�� ....... � I M! ,,,,�, ;�� : , " I � t, � "I.". , � - E i --1 I��,�, j -,"j'Li�`�1L.j j...=--,-z-PAR,C, , I ��, "I" , I C%E,- . / ,� 1 I ��' �� j ',, �� i 11 -"T-, " 7� "' —, \, I " 1� 1r1-1--"j ,'.....-`r,j,_,,,j n ,", ,�� WITHIN CITY OF R ",�, ij �,,, ---2-, i----------11 I 1 WE ANCHO CUCAMONGA E IGHT-OF-WAY. " H "", � `-11-11 I �L� , �, i I ". I i , �; 11 o 4, �� I ��,j,/ , , """11111." PARCEL 0 / '� ----� �I �'ll,�,,�-�"--,��i-�. ,�,��'I","",, " 4, I I �, g " `I`\,"-,/ ,� � i �"-,.,.-,-�.-,-,--,�'ll�"1.,-�11--l'�l--..�"--�--,�,,,---,-,,,,,-,,,,,--�,,�---'fl"-,Ii t ji,i �z - -�,/ �. �, -, �, , """,,,,,,,",,.,,"�",,�,�,,r",...1--,- 11 � � 1 .�- I 11 , 11 � � I � H , � -, , .1111-1-11,11 I'll I 13, . !",�'� , Jj , ,v xl��, � Ill I ,'t", ......1----....... / lil.- i i -j f, �, ,� -111-111 -��i i � " 11 ,", X I ,--��'ll,�l"-�"",--"--,-"", Zlv i 11, I, �,-`,'�� ,/4 ,,,,,��4"I", �', � 1z j� � � �� lj�� ,,��,, i1i , I ", " , �,;*,,q �, , �� 1�,,,� ,� 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING \,,� " , ,� / il � " " � �' I—� � h� Li �, �I , ,, I "' I "" """, - .1-1- � I 1 � ,,I - -1111-,"", "', - I i " " ---,-1---, I /��i -, I %,'," ,�-, � :------,�-�,,n,�: ' " " 1 ",r 1, I� I/ I �,,,i , ---.-1.11- � 1,� � 1� ---- I 1, � i I� -1, -,,,� �'r! '1� , I I ,�� 11--,-------' I 'I'll ,"",", ,,\, i 1�� , "� ,,,� "', �, 1� ".1 " -111111, ,\ I� ��,I — , � � "' � � �. 11 �i U I ��1 j il j '� \ � �f- `,��r"' I �j �,,,, �! If i I ,, T AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS " -� , � , �i ,111111111� ,, " i 1� , � 1� � � �� , 11 ��s- 11=:1 I/ I 'I,' 1, �� I " , , � --� �, j� ";- " , ,,,,, ,,, ,�,�, 11 i Ll, 11 `,� 1\ % E THAN 50 FOOT \ I r,l " , ��f ��i I �i �' -111-111 � , t , 1\ I WITHIN 0.01 FOOT OF SUB-GRADE ELEVATION AND AT NOT MOR 1� , ,, "I t , , I � � � I 5� k , , (i� - � �, I 11� , , , 1� , 1 1 I i " F ,i� � I '11, :,�' � � i �111111 '�', �� ` ,,,,,,i �, -��J! Ili I ,'I 1 ��11111` L1"'-.,1---!'�, fl� I �,N, � I� "!1� � �i , i� , �� I N I", j,�,' � � "', �, �1 I , - I � ""I" . �, 11,�",� '�r ,�, ,,,, 11 . J� "I � "", !- ' , I � i I ,� �,,H �--'�, \ � j ' � I i-L ! J1 -,I!! ,", ,N,�� , � � � �� ',�A ", I I I \ , / , , ,,�� il"Jj � �i 1! "I"f i"11-1- I Ql�I I ,I ,,�,:-, \ I � i � " INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED BY CITY ENGINEER AS �� I ,1, 11 , I[ "I'l""""-,�"",�"",��,,�""-"�,��.,\ � , I 3 i � "i I I I -,I!�f ir, ,I I ,- .- 1, I I --i \ � ---�'-'- ��', i�-'--l'�",---�,�.1-11111l'-,.,I�. -11-.1"'J I—— -- -------- e 1"', �% � �� ,A� -,.--r I 1 ,�,, 10 14 I � I , 11-��7� I ,", 1 i,I ,,, " H I I I 1— 11:11:1::1111�11 R ", f / '� �, lr� ,tq, - -=-, -`--� � C=,__,� -,,-�"Z.-��:',-,�,-,-",",.�l-'I :, ( /",-.--,--"-�-----,--".----�.,�",�,�......""I�"�""Ir�11--�'--��""��""�-'-�'-.'�'%-�..""',��",--I ,, � I .r" , , ., " -, -- �,, '�'�"�-�"'�-,��--"","��"�"'��'� �,! , � ,— i � " ,,-, -, �� - ,,, I , � � , � -" ,, i ��, , . ... ,,-, f"! �I ---- � �� ""''4��,,,'-,,-,-�,,--,�,,,--,�- 11-1-1-11------ ED OR VERTICAL CURVE AREAS. 11 " �!�,-,'�`.J,rlj�, -11, 1-1 -----11'1--------------� I n , 1� ---....... --11-1-1---,q11-1Z,�( \11" I A )(... I "I, -1- ,�"', V11 1 ---- 1'� '111- i 1A �.... . 11-11-1" '�'�'w -1 1 $ \g I � "', �'j -.--1111----"I�11-, ,�,:�,, -,, , ) � -1-1--," 1"; 1 " ........,, � ------.--'1--- I � I-,, � � , -,�,Z�, .11" --11- I ii I I V� = _,__,."�,,�""r-'�"),",-7"��-1- - I t -"' � t i I L''��,-....�------.-,11---1 11-1.-1111,---........�.........-1-------�� -1 ,�,,,/ f--- ---r: I � I I,III - \ I I 1 ,--1111-,",-1� I -1---11. I -"-r"'�,=Z"=---- ---I—— -11---, - ," �I '�", � i � I — � � I-,--- '� , �` �", , �'I 1jr )i i �," �,-,,�L,",:.-=,�-"-�-,��-�-'�z-,--,-,��,-r 1-1- -11,---'- -11-1--, - .1 I --�� 11 i , I �, -,, i - �, 1.1111,. ��> �,-1-11- ��',, I -11.1111,- ;� ," , -.......-- � 1, �.I, ", '1`,]1'7 fl t v� I-L-) --] t � " � _,,,,_,,_.,,,."�",--,�-r--,��",7�.""�ll-�.'��,-"",��.... .......... I � I 11 � `--11111) I'�/,i � I'�-1-�,,�,--��.�,-�..-"-"�-1-�-111-11.11.1-1-1 � � I "Ill,"li�1-11,�ll-l�ll,�-"-,�-,�--�m",�ll-�.111,�-.11�"-.,�,�1,- I , �.", � � I ` - � �........ ` � i �ill," "" ,�,�,��,��,��",-��,,��-"."'-'�'ll-l�-I i � ',,,,-j "',,........- � , 'r' I , , � "I �,,,,�-".--"�,;��"-,-"-",--,,.,,,-,.�,', ,----11111.11 --r�, , 1, , -..,-.,.- �--,,�, , 10 z,i �' i-�.""L �� , � �-1 T, � ' - I �, I I �,"`I�....... , Jr'i" ,� !:':,,-,"-:":�-7"-"��""�',�-Ir"�"�"�'�'-I ,rl"-'-'��-�'--'--��--'��"-.-'.�'.�"�--"-'�_��_�_�, i "I 11-1--- _', , ( - --1-11-- .......�-11------------- � -,,", �,-.1--,--......... -'i ,-- � 11 --� ' � � �-1--l'�.I.-I'�""",",�11.11��,,�-I I ", "'-", ------1-1----"-...... I , � �, L 1 , ,,,1 11I—,",-1'J --- I k , ,....I-1-1�,,,�,�,,,,,-�.1111-�-,��,,��""--,�,��,-�"-,-,,:,..., z7----, � , -��-,-.--�,, � I I ,��I ,` ,�!� ,i 4 1 ! � " , , , t -1-11-111+ 11 �, I — — — � I, -111, , 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHE `J -1-1-11�---��.11.1--�1-11".��'.."-".".-,,-"�-.�l.-I��,�...� 1-1-1111-1, --11 - � R UTILITY LATERALS, MAINS " ��.....�'�'. ,�',"L"",� , --E---... 1-�',,,,,,�j... � i I � I� ,I - ?i � � I " � � � ", ," �11.1 � -- � ,",�,�,11 --`�,+�11,� , . , �'�,, I , - , , , " ,,�\',,,,,,,, �-J� p-- '' -� . " , "",`-'� �,'�,,,,,', , - ,1--- ,�,,� I,- - �, ' � , , "', ", I ::--:::1=1:= , fl " �, I , I I "I" �� 1� - : �- - I��, � ''I" f�"-�,"",--"�-,!�,"- �','�,,� ", �;�I�� 11 ,�� " i r � � , � 7"" I 11 ' , , " -,-, ," , , , " ," �� ' - \ � �, I � ': 11 � I . -,�71, ,\,,, __ ,��", ", ' -I-,-,,-,' I ,�� , � � , � .. . , �� I , I'J�`i\ �,"-- I 11 � — � 11 r I , I I-1-1-11111'-- -1- � ,,,\�',",,',�:,,,',,,,',,�,,,,,,,,,�,,,,,�, 1, , , . I I , �;,"',\",\'11 ,,9,"-,"�,,,','�,",' / , ! : "�T="�' SINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. "0 I" .�,� ,'', - � q, �, �,'' '�"L�" � I � I I I ,1,1,\�,:�I")A, ��,,,`%'��,,\, , �17::��,��:��:�:�11�1:, 111Ij�'��-1----I 1�� I� -, . � -,- ,r �:,"L---�. .,.-S . , �i ''I., ��-1�1.111:11--, ""', 7� 1-1 , c�\\\, � - -....r--�,-�,'�'��-""'-1-.I=—-1-11......�1-1.�.--.-,��,,�,-�--".-.�,-�'ll'.11�l-I.-I I I : " . 11 , - ', ,, .............- - —01 ,I - _, ,� ��, 1, - -1 1� I ,"I"', I I -", -11,111--l.. 11 r� �I ls-,'� ��,-,''_.'�'� 1, � ; ,,,, , �,--, ,�""",�,�, (L'), 'I-,,-, ,2,.,,' rl' 1. '.'-I'll -1.I I—- ... , _, - �,� -"-- � -�,,-,, - " C� 1, � �i , , _ k ",rl�" I J� �,,,, -1 ---r--------11 ,�-,,�,�", --,��--l.�-.--,�-117-�l-I.-I'�.-I.I�--I'll -, , � - � C') 1111ill , , 1�� f _ , , ! I—-1.1 I——I-I I -1-1 � I'll . � * � I I I I I I I., , -1-1-11-- 1-111C-11 � i . I - � . � ; 11,11, � � �,I � f �,�--'m....... �� -,, r, --,-,--------, �1- I I I I . I I I I I �I I i "'11111-1—", � -1-11.- ,�r.,� I I - . I I r -,----'' - I -1111 I , , .1 � 1 t � I . 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, � j-, -, � I .11.1-1 11-1 �r I '�,, I ,'� I I...I I, I , 11 I � ,, -1 -Ir : �� , -r' " . , , I 111. , ' r 1-'' " -' '�' r..1�"I : .'� � , ,��L " - ", ,- � I ,� � � -1-1---- � "" r: L�'- '' , , ,,, , , , I �- - " , , , , 7 ,- I � 1 '- �r�r,',,- 11" , / ��, , � "'' , ,11/, , "'" -- - --0,", � � �� I � -=-------....��r-,z�-,-�,z==,��----�z��-r;--z�-------�-��--�_r�x-l-�7��,�--��---,�_-__-�-�,�,,-,��- �� - ' ' - - - - �, , -, '- ,' '/ , -____ = - - �� ", , �"i , -�'-11"I "r - , , " " � " __ '111-1--', � ,� I , � I - /',,`��. ......,�''/, I , , /,��",,;",,, /,,, //"',,,,,," , �.,=��",.,�, - / ��',.,- - , , , , � / ,/, - I - � I ��.�:_--;-,,i-,----,r`;,-: '' -,; ', , , �11 '/ , / " ,:'.,,,,.,, , , �,, ,,, I/ �, ,,,�,,;,t�,,,,,��-�,�"1""-":�",-, , L11 ,/,-,/,-"',z'�z,:- ,�- I ,-, -/��,,,/ ,� �I,,�,,,�,,�,-,�,,�,,�,;.',''��", - 1, "I,. -, " , �:"'�,�',,, � ,,, �,, , , �E ----.'�-,-�_,,,,,��,,�--i-�,��,, , - , � - "', 1 , `�,,�:�,��,"I,";"��',�,;,'� z-, -,,,,��',:"',:""�, , �� , , , , --------� I --,--,-,--"--�l----,--,-�----.,-----.-.---,-- G -1-�---�l----,�11-----�--l"--,--- � L- � , - I � I , - --,l... ; ,'��,''�,�, ,,��,r , � I I ,- -- �,,�, " , , , , ' ' " , " , , �i,-?,�--�,',.�,-" , , � I . . � I �, 11 , , , � , -�',,'�,',, , , �� , ��;��-�, , - ,';I".", , , ,- -, , , "'� `�'::�'- ,,��,'�, ,'�� --, � �,f� - ��,,,,,',,:,-,-",--""",-�""",",-, " I � I� -,,-�-�---,�,,.-�'-',',�',7,,'�"-,�-�-.,----,,-,,-,�-,,�,-,,-, , C, - -- o � � : r �- � , , I r - II - -- ,-,,/",,,,� "',,,,,,�,, , ,,,,,,, � �� ': , - �, ,,�,', , , I'll,J111111_1111.1—C�, � � � - :z:",,,,'"'",��,, �� :� ,z;� ?L, , �,'-'�� I-,�,.:�;�:-�,,:,:-�,, r w., , � .��1, " � , - " � I 11�, 1:�" 11", 1, , ///11 "I i 11 ? I " " ,� , T'� COMPACTING ORIGINAL GROUND AND ALL SUB-GRADES SHALL ,�, ��, � I I'll��111", �Z...1'1�1,-, -1,111"z,-11'1',,-, ,,-::,�,, -,'��,�-�,,,,,,,',��:��-�,,�,�,�,,,'��.��',,�,��-"",.,",:",�,:,'!,,,"","�rr�'- ""z---�:�,.,�,."��,, ��,�",',,' - -- -.7, ,.,,,,�""-,�,,',,--,',,-,�"r,."�,-��,�,�: , ".---2, ��,,-," , , , , , - ,� , " I I , I ,� -,,��-,.,,,,,,,,�z " " . , , , , , 11 ""/"�/, I 117",� 7:17 I 11 I — - " , ) � f 1-171-1--- - , '' " ,,,,//'/�_-,�,,1 �� I'I,' " � " ,� ""r ,� , - , " I — - — - � � - -// �,"` "',�-/ //"'/ //"'.",r" ;.�;�� -1 , , - -�� ',,,��"� - " , ,, _ --�� - � ,� / ", / , ," �/"I"', _ ,,r'��7,��, - / " I/�,,/ /', , — .,__, I—— , " , ,,, 1, I ///I/ , Im , ,- I � 1. Ir, 11 � -- Im�� -��-,��-=-,�-��-.-��LL�� 1� , - �,�'L-11"L,—/,`L-1, 4�� --.—, ,-, -L,77-', ,,,�-7,,L,�--—/ , ,��,,, , ,`-� �',1,',:,.LL'1 -,-�� - 77-77 ,,"/,,,/"r' � - i I , NO COST TO THE CITY OF RANCHO CUCAMONGA AND A WRITTEN REPORT WITH -- Z�� :�L /I//�11/ , '111//- -�—= - '11� 2�= ----�,L��111, , --11 ==-�. -, � _ -..L—. — --- ---�- ........ � � I - _ �-- THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR - , � �,�r-Z7-.=�__,__� -.rr�.=Z�'��'��"�'-��-f�-...�-��Z�___��,��_._.. VICINITY MAP i � I -' --.1-1- -'Z�,,_�..r-,�r-.,,__z_--=,,."-��,��l-,-=--=-r��---_=��'��---r--�l.--=.��..--'-V��-'��.---'�.��=--- -- '--,-,",-- _ l-,�r.-��--,—,,,,-,,--�-i-��-�--n��--��_��__,r,�,��-r......�=.-_,._,-_if--_-_----,-4Z----r I-=------��4-z�� - - �--r- ,-111-11.........-11,11,--....... � -- --- I I—-.... i --11-11- - � �.............-111111-....... 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":"::.,,,,�",�:",�.",-"�',,-.��,,,�",:', - , , X � ".1 — — — — "-- f " ", , , _ ,� f :I , I I — 1, ITTED TO ,,-,�, �,�, '-""......- , , ",:,� , � _ �", ,-;--211r1-1-� 1," ." (".", ,I ""; 1, "-v � __,,�,,,��-.�-,---.11--�,��,...,�,��.j"--""�-�f �77 I " - - — - - — - — - - — -� I---- ------ � " ,- , , -, "I -1--�l.,-.�l.---,""�-�,�-�l---".�-,�1--�.�-1-�--�-I , �-S,�" - - — ION OF PAVING, A MATERIALS REPORT SHALL BE SUBM . " , � "31-- �,'�==.............- — ��- " '.�� - , -,--,Ii--, , , " e" " � ,,, ",� I - -,-,--1r,,,,-----1-111-11--�....... ___------.��-,,�-"�,-�-Ir�� , - , � )- , � � �" � � � - --�� I - 8. AT THE COMPLET 11 , , , - - —�, � , —- ......... � - ---L" - �— I 7- ----IL:�:� ; '"-,"..-�.-,-�"—.��,--,---,—,-�� 1 -7' 1 1 11 , � " --—�','.-- -1 I,.,- �,� �'1111'-, (x-,,, �1111'J' `% -", , THE CITY ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO -�, 111") STREET IMPROVEMENTS QUANTITIES VERIFY STABILITY, OIL CONTENT, AND GRADATION OF ASPHALT PAVING. M 0 5 ..ff f-% 0 § AVM%� MEMME N E *MEN ..� MATERIALS REPORT SHALL BE Nftlh. EET /. S "m E E 1"m 3% f -I 1 PLACE MINIMUM 5" AC PAVEMENT OVER MINIMUM 6" CLASS 2 AGGREGATE 21,200 SF 9. PRIOR TO INSTALLATION OF ANY PAVING, A %.) I I - i = — --�� = � mmmmv� mmmm� � nmmm� klil) - SUBMITTED TO THE CITY ENGINEER LISTING ALL TESTS OR DETERMINATIONS MENEMMMM M mmnm� --- 111111111111111111111� mnmmm� 00�� vmmmm� iiiiiiiiiiii'l � �11 I iiiii'lill mmmn� BASE (SEE GENERAL NOTES #9 AND #10) COMPLETED TO VERIFY: R-VALVE SIEVE ANALYSIS AND SAND EQUIVALENT OF 10-1�1 AGGREGATE BASE. tn 't SAWCUT AND REMOVE EXISTING SIDEWALK 2,740 SF ��j .01�1 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT f -z N CONSTR D GUTTER PER CITY OF RANCHO CUCAMONGA ERMINE STRUCTURAL SECTIONS (PRIOR TO FINAL PLAN Vj STANDARD No. 104, TYPE "A2-8" �� I A N CONSTRUCT COMMERCIAL DRIVE APPROACH PER CITY OF RANCHO 4 EA 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF AGENCY/UTILITY LEGAL DESCRIPTION \17� RD No. 101, TYPE "C", NON-CONTIGUOUS SIDEWALK A ROCKY MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL SHEETINDEX- CONTACT LIST PARCELS 1, 2, AND 3 OF PARCEL /7� ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR SURVEY MONUMENT NOTE' SOUTHERN CALIFORNIA MAP NO. 17653, RECORDED IN BOOK �� CONSTRUCT CURBSIDE DRAIN OUTLET, MEDIUM CAPACITY, PER CITY OF 2 EA DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY DESCRIPTION SHEET ..--. GAS COMPANY 217 OF PARCEL MAPS, PAGES 11-12 STANDARD No. 107-B BETTER THAN THE NATIVE MATERIAL. SURVEY MONUMENTS THAT EXIST AS SHOWN ON RECORDED MAPS, HIGHWAY 216 NORTH EUCLID AVENUE .�� TITLE SHEET 1 MAPS OR POINTS THAT PROVIDE SURVEY CONTROL WITHIN THE CONSTRUCTION ONTARIO, CA 91761 1 f, I CONSTRUCT 4" WIDE PCC PROPERTY LINE ADJACENT SIDEWALK PER CITY OF 3,900 SF 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STREET IMPROVEMENT PLAN 2 AREA, SHALL BE LOCATED AND REFERENCED OUT BY A LICENSED LAND (800) 427-2000 Q) STANDARD No. 101 AND 103 STERILANT REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL STREET IMPROVEMENT PLAN 3 SURVEYOR OR REGISTERED CIVIL ENGINEER (AUTHORIZED TO PRACTICE LAND ---� BE UNIF HE MANUFACTURER'S RECOMMENDED RATE FOR THE SURVEYING), AND CORNER RECORDS SHALL BE FILED WITH THE COUNTY PROJECT LOCATION /_% SAWCUT AND REMOVE EXISTING AC PAVING AND AC BERM 13,800 SF FULL PAVEMENT WIDTH PRIOR TO PAVING. STRIPING AND SIGN 4 SURVEYOR PRIOR TO THE TION. THE CHARTER COMMUNICATIONS U, 11--�, SHALL DESCRIBE THE MONUMENTS FOUND WITH TIE DISTANCES TO REFERENCE 6680 VIEW PARK CT. 11246 - 11256 JERSEY BOULEVARD (�) INSTALL STREET LIGHT 5800 LUMEN HPSV BY SOUTHERN CALIFORNIA EDISON. 5 EA 13. THE ESTIMATED SPECIFIC ITEM OF THE WORK DESIGNATED POINTS FOR RESETTING OF THE SURVEY MONUMENT. WHEN CONSTRUCTION IS RIVERSIDE, CA 92503 COORDINATED AND PAID FOR BY DEVELOPER ON THE PLANS SHALL BE CONSIDERED AS APPROXIMATE ONLY AND NO COMPLETED, MONUMENTS SHALL BE ORDS SHALL BE (951) 343-5165 MILLIKEN AVENUE ,--I GUARANTEE IS MADE THAT THE QUANTITIES WHICH CAN BE DETERMINED BY FILED WITH THE COUNTY SURVEYOR SHOWING THE NEW MONUMENTS. (9%) CONSTRUCT CURB OPENING CATCH BASIN PER CITY OF RANCHO CUCAMONGA 1 EA COMPUTATIONS, BASED ON THE DETAILS AND DIMENSIONS SHOWN ON THE EXISTING SURVEY MONUMENTATION- VERIZON \-::j STANDARD No. 300. W & V PER PLAN PLANS, WILL EQUAL THE ESTIMATED QUANTITIES. THE ESTIMATE OF QUANTITIES IS I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL ENGINEER'S NOTICE TO CONTRACTOR 1 EA PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE OWNER. THE SURVEY MONUMENTS OF RECORD(S) THAT COULD BE REDLANDS, CA 92374 10 CONSTRUCT LOCAL DEPRESSION PER CITY OF RANCHO CUCAMONGA STANDARD CONTRACTOR SHALL MAKE HIS OWN DETERMINATION AND BE RESPONSIBLE FOR DISTURBED BY THIS PROJECT. ALL SAID MONUMENTS THE EXISTENCE AND APPROXIMATE LOCATION OF ANY U UTILITIES (800) 483-3000 PANATTONI DEVELOPMENT 0 No. 307, CASE "B" HIS OWN CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WHICH CURRENTLY EXIST IN THE FIELD ARE SHOWN OR STRUCTURES SHO ERE OBTAINED BY A 34 TESLA, SUITE 200 1 WORK, OR PORTION THEREOF, REQUIRED BY THESE PLANS WHICH IS NOT ON THESE PLANS. AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO CUCAMONGA VALLEY IRVINE, CA 92618 RELOCATE UTILITY APPURTENANCE PER AGENCY DIRECTION 1 EA SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS EXISTING UTILITIES OR STRUCTURES EXCEPT AS SHOWN ON THESE PLANS. THE WATER DISTRICT PH: (949) 474-7830 G THERE ARE NO MONUMENTS THAT C ENGINEER ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES A,--.% INCLUDED IN THE OTHER ITEMS OF WORK. DISTURBED BY THIS PROJECT. OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT SHOWN. GA, CA 91729 FAX: (949) 474-7833 LL BE INSTALLED PER NOTES T 1 25 EA ALL BE RESPONSIBLE FOR NOTIFYING ALL UTILITY AND (909) 987-2591 CONTACT: MR. DAN FLORIANI 13 CONNECT PORTION OF EXISTING STORM DRAIN LINE TO CATCH BASIN AND 1 EA 14. STREET SIGNS PER CITY OF RANCHO CUCA IRRIGATION COMPANIES PRIOR TO EXCAVATION WORK TO DETERMINE EXACT 401-A AND 401-B SHALL BE CONSTRUCTED AT EACH INTERSECTION. SIGNED --------- LOCATION OF ALL LINES AFFECTING THIS WORK, WHETHER OR NOT SHOWN CIVIL ENGINEER . @ MORTAR SEAL JOINTS HEREON, AND FOR ANY DAMAGE OR PROTECTION OF THESE LINES. ASSOCIATED ENGINEERS, INC. 10� ------ � 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM DATED ---------------- THE CONTRACTOR SHALL CALL IN A LOCATION REQUEST TO UNDERGROUND CALIFORNIA EDISON 3311 E. SHELBY STREET U4 PROTECT IN PLACE EXISTING IMPROVEMENTS RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED SERVICE ALERT (U.S.A.) PHONE 1-800-227-2600 TWO WORKING DAYS PRIOR 1351 E. FRANCIS STREET ONTARIO, CA 91764-4872 .0� 10 LF I DURING CONSTRUCTION. UPON REQUEST, THE REQUIRED PLAN REVISIONS SHALL TO DIGGING. NO �CONSTRUCTION PERMIT ISSUED BY ONTARIO, CA 91761 PH: (909) 980-1982 U5 INSTALL 24" RCP STORM DRAIN (1600-D) BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. DEPARTMENT SHALL BE VALID INVOLVING UNDERGROUND FACILITIES UNLESS (909) 930-8591 FAX: (909) 941-0891 16. WORK SITE AND EXTERIOR STREETS SHALL BE KEPT IN A NEAT, CLEAN, HAZARD THE APPLICANT HAS AN INQUIRY IDENTIFICATION NUMBER ISSUED BY U.S.A. CITY OF RANCHO CUCAMONGA CONTACT: MR. CURT INGRAHAM, PE FREE, ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED 10500 CIVIC CENTER DRIVE UPON REQUEST OF THE CITY INSPECTOR. CONTRACTOR'S RESPONSIBILITY FOR SAFETY GA, CA 91730 ARCHITECT 17. CONTACT ALL UTILITY COMPANIES AS REQUIRED 2 WORKING DAYS PRIOR TO IN SUBMITTING A BID FOR THIS WORK, THE CONTRACTOR AGREES THAT HE (909) 477-2730 CHARLIE COATSWORTH ARCHITECTS, INC. STRIPING AND SIGNAGE IMPROVEMENTS QUANTITIES EXCAVATION. SEE CONTACT INFORMATION PROIVIDED ON THIS SHEET. SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE 1.--.1 CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT 2495 CAMPUS DRIVE, (01N INSTALL R26(S) SIGN "NO PARKING" AS INDICATED ON STREET LIGHTS 5 EA INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT IRVINE, CA 92612 \.:�y �1� SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING PH:(949) 833-1930 11�� FRANCHO 1,332 LF HOURS; THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE FAX: (949) 833-1140 U2 INSTALL YELLOW TWO-WAY TURN LANE STRIPE PER CITY 0 OWNER, THE ENGINEER AND THE CITY OF RANCHO CUCAMONGA HARMLESS CONTACT' MR. CALVIN J. COATSWORTH, AIA RD DRAWING NO. 133 FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE RK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING QUANTI ARE PROVIDED ONLY FOR THE CONVENIENCE FROM THE SOLE NEGLIGENCE OF THE OWNER, THE ENGINEER, OR THE CITY OF ' SOILS ENGINEER I OF THE OWNER. THE CONTRACTOR IS REQUIRED TO PREPARE HIS OWN RANCHO CUCAMONGA. HEIDER ENGINEERING SERVICES, INC. 0 TIES AND SHALL RELY ON HIS OWN ESTIMATE OF I ALL CONTRACT CTORS PERFORMING WORK SHOWN ON OR 800-A SOU wil QUANTITIES IN PREPARING HIS BID. HESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT STREET TREE CONSTRUCTION NOTES E PROVIDED A PLACE TO WORK AND THE PUBLIC IS ONTARIO, CA 91761 1 N ACCORDANCE WITH CITY STANDARD PLANS. PROTECTED. ALL CONTRACTORS AN SHALL COMPLY WITH IR FESS/1/ 1. ALL STREET TREES ARE TO BE PLANTED I THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF O.S.H.A. AND PH: (909) 673-0292 D. M 4:�1, 2. PRIOR TO COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE WITH "CONSTRUCTION SAFETY ORDERS". THE CIVIL ENGINEER SHALL NOT BE FAX: (909) 673-0272 — — RESPONSIBLE IN ANY WAY FOR THE CONTRACTOR CONTACT' MR. DENNIS W. HEIDER, PE -C* FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES 0 MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR. COMPLIANCE WITH SAID REGULATIONS AND ORDERS. Uwj- NO.64696 3' — 4r EXP.06/30107 * — 3. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION. � GML - 4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. OF C DESCRIPTION OF REVISION DATE CITY I LEGEND - . Avwlv& A M 40W%IL I ,0=4& A — SOUTH U CU UA U N U it NOI?TH AC TE "H JON " CNITY OF RANLL; STREET TREE LEGEND — /? if FF ' FINISHED FLOOR 0 INLET DRAIN � -% BOTANICAL NAME MINIMUM SPACING QUANTITY I FG � FINISHED GRADE z'wj`TREET IMPRONVEMENT PLANS STREET NAME ---- GROW SPACE— q a AC PAVING 'EY Bu"U'LEVA . — I I LL----] 8$ 1 44' jim�� 40' FIL FLOWLINE [::= PCC PAVING OR GUTTER JERS NUS ACERIFOLIA LONDON PLANE TREE 3 O' 0.C. 25 1-4— I. I 1 32' 1 30, -----"- - 1 O' FS FINISHED SURFACE 3 290 FEET TO% 4,300 FEET — - --� (5 MANHOLE k-*'F HAVEN AVENU I GB WE�TERLY 0.) 0.5- i 4' 7.5' - 1- 1 4' ---1 18' -------------0- 1 46.74 TC PROPOSED ELEVATION A N-%,00% `5"' 11 SIGNAL CONDUIT WITH PULL BOXES SHALL BE INSTALLED ON JERSEY BLVD ON /,-� I bj I INV INVERT - PARCEL MAP Nuo"'. 176 6 1PROJECT SI URE TRAFFIC SIGNALS AND INTERCONNECT 6 /�� 1 __j EXISTING ELEVATION WIRING. PULL BOXES SHALL BE NO. 5 AND A MAXIMUM O ( 1 ) 1 7 �- I PCC PORTLAND CEMENT CONCRETE - (47.32 FL) "I & 1.0 . DAT 7 CITY ENGINEER. CONDUIT SHALL BE :D -..wO.57. DI � TYP. '01� 1 20��1 2% 1 RECTION OF FLOW T 1 2% VARIE - ,/ If - ' - UNLESS OTHERWISE SPECIFIED BY THE 0.9% TO 4.5% 7- '��-- - ------j R/W RIGHT-OF-WAY / , I 3-INCH GALVANIZED CIFIED. ---------*ft- . I - 11-i. a:._�;7.- .--'2:----Z--�:,—, —7a7a:Z - ------ R.C.E. 2'4953 STEEL WITH PULL ROPE OR AS SPE .::LM:z:��7-7 IT CITY ENGINEE ," I I 11.1 11 -1 I 1 . ____.,_ _�a�-- TC HANDICAPPED PARKING I I I I - I 11 . IEE� 1 N-A - DESIGN RECOMMENDED ' -- --- "g"I"I'g, I I TF TOP OF FOOTING 1. STANDARD PARKING Associated Engineers p I EXISTING I i- I I 1 3311 E. SHELBY STREET ONTARIO, CALIFORNIA 91764 7"� . Underground Service Alert BENCH MARK CITY OF RIC #10013 1 3 I TG MOR- DECORATIVE BRICK — Voice: (909) 980-1982 Fax: (909) 941-0891 SHEET ORE 2" BRASS DISK STAMPED "SBCS BM NO. I TW TOP OF WALL g�� DRAWN A . Call: TOLL FREE 700-22 1968" AT NORTHWEST CORNER JERSEY BOULEVARD TYPICAL STREET SECTION- clis — - 1 OF 4 1 0 OF CONCRETE SLAB, 0.5 MILES EAST OF NOT TO SCALE DRAWING No. ETIWANDA AVENUE, 58 FEET SOUTH OF %%I 1-800 SOUTH RAIL OF MAIN A.T.&S.F. TRACKS, I ,IDM 2114 1 - 2 INSIDE OF 5' CHAIN LINK FENCE -- -- --- --- -- --- ---- � 1111,1111111111111111m --- -------- -- DATE. -.------2006, --------FILE No.: 05068A I- � - --- -- ------ ------ = C........�,--,�,-.-�,'-,7,�,'�=r"--'-.- Th i s plan is cop. _ ", �,--"-�'�---�--) 1-----1-- , -p=q , -Pqz*-� "" I lt I I - I 9 r'20" 4N 11 S El MPROV.rmef, I a E ji -r. L,AN JERSEY FOR 1) r-��, I... "' -- I I I I I , - ` f I mm=�111'1 I I I RD"' jTSff E 11 I L� I I I I I I -, L "" I 1 ==7� r— " L A---,-- ..--.. , �1_111,-!,--,"'I". -�Q=" �1-111�� z 1==1�, ��--�--------�---- , � ��=�--.- =� x- - 11 I - — - I � I —g==.Mi I —-:-— I I II 1-1111-111-1.�---11-1-1...---1-11-11 1---1-1---11------1-- I I 0 ING DAYS BEFORE YOU DIG ELEVATION: 1125.014 (ft) 11,1� 1111,111 ------------ -------------- - -- — 0 -\�d-wg File: L: \2605\ 5068 \STREETS\01-TS.dwg Jun 01 , 2007 - 10: 03am michaelw I I 11 I I I 11-11111 -, I I I I :7, 7 ........ ........ ....... C �C'uu b" ...... ........... ON 0_ B ............. .......... .......... "7 –200OPSI ............ 6 CONCRETE 0 bi 6 __j PIPE CROSS SECTION PROVIDE CONCRETE Ld PROVIDE CONCRETE ........... ...........I 114U CTION cr ............... ......... IS LESS THAN 2 FEET ........................ .... ------- .......... ........... .. .............. -- ---- DED ............... AS NEE .................. ............ ...... LU .............. .............. 1135 HGL:7-,� ........... SED .......... PROPO 47' P\\/u RAIN .......... STORM D P IPE 0 ------ U 113 CONNECT TO EXISTING 1-0 CD ............ PIPE 36' ........... ......... MORTAR SEAL JOINTS (28.60 INV) (28.50 1 V) ........... PROFILE $'A–lpp 1125 SEE THIS SHEET =20' HORIZ "'I ....... ........ VERT '111'=4) ......... ........... .......... ................ ........... ........ ------- ........... .......... PROFILE SCALE ............................ 77, .... HIORIZ: 1 20' .......... VERT: 1 4' ........... ........ ........ ......... S VEMENT STREETIMPRO 48+00 47+50 .................. 46+50 47+00 44+00 44+50 45+00 45+50 46+00 AC PAVEMENT OVER MINIMUM 6" CLASS 2 AGGREGATE 43+00 43+50 PLACE MINIMUM 5 0) BASE (SEE GENERAL NOTES #9 AND #1 DELTA LENGTH RADIUS TANGENT SAWCUT AND REMOVE EXISTING SIDEWALK 73018'411 16.93' 13.00' 9.67' IL 1ft ALL EXISTING SUB–STANDARD CURB AND GUTTER, SIDEWALK, PARKWAY CONSTRUCT 8 PCC CURB AND GUTTER PER CITY OF RANCHO CUCAMONGA ni HE PROPERTY SHALL BE STANDARD No. 104, TYPE "A2-8 73018'1 16.93' 13.00' 9.67' DRAINS AND AC PAVEMENT FRONTING T GRAPHIC SCALE �Ei REMOVED AND REPLACED AS DETERMINED BY THE CITY ENGINEER. -A CONSTRUCT COMMERCIAL DRIVE APPROACH PER CITY OF RANCHO 0 10 2 1 0 40 RD No. 101, TYPE "C", NON–CONTIGUOUS SIDEWALK 82025'15" 18.74' 13.00' 11.42' D 82025'11 18.74' 13.00' 11.42' CONSTRUCT CURBSIDE DRAIN OUTLET, MEDIUM CAPACITY, PER CITY OF IN FEET ) @ ONGA STANDARD No. 107–B I inCh 20 f t. " WIDE PCC PROPERTY LINE ADJACENT SIDEWALK PER CITY OF R5 STANDARD No. 101 AND 103 1 0 r 8 14 14 9 J_ Cr N R 0) pr- i�_ mw 0) z b 0) ;C) w 14 (' r SAWCUT AND REMOVE EXISTING AC PAVING AND AC BERM Fn C6 U-,z + + 'qt ()� 04 r- I,,- C%4 (y) + -71 1 1 1 2 P R C N 1-0 Of 09, P OF U') < 11 coin C:� C) w z�� 5 INSTALL STREET LIGHT 5800 LUMEN HPSV BY SOUTHERN CALIFORNIA EDISON. �d/4 1 0 + + + + C0> m U-5, Cb + + co r- co C\1 uj co ICL r-- < _g4 0 U-) w 0 6 COORDINATED AND PAID FOR BY DEVELOPER :r q ICT co 00 L "qr (.)(=)COC')CN z C) w < :D z < z U) 5 .......... U) < CS w C6 C6 < 11 w U) CQ C:) U) W C) U) Z-1- U) W UCT CURB OPENING CATCH BASIN PER CITY OF RANCHO CUCAMONGA CONSTR </ 7 CL Z :22 z 7 STANDARD No. 300. W & V PER PLAN < w w zz WQ a- U)0 w Cr 1< 3: 5; � --"'�1 11-1 1_111 11 1--"�........... CONSTRUCT LOCAL DEPRESSION PER CITY OF RANCHO CUCAMONGA STANDARD w -k> 7UI No. 307, CASE "B" > w w0 W w m () AGENCY DIRECTION ------- J1 RELOCATE UTILI ---------- 12 TYP 12 TYP w w CONNECT"70 PROPOSED Cz ...... IL EXISTING R/W LTE_ T__0_RM__DR AI_-N_ 12 TYP. ....... C) (12) STREET TREES SHALL BE INSTALLED PER NOTES AND LEGEND ON SHEET 1 6 P P � 4 5EE- 6 C3 L 4: 4 C) Cf) EXISTING STORM DRAIN LINE TO CATCH BASIN AND .................... + A–Al 35_'27-'_" MORTAR SEAL JOINTS TC 00 4 Olp CF w 0" CF (D I I�. I � \ "I - 0 CF w 34.82 TC (D 0 G PROTECT IN PLACE EXISTING IMPROVEMENTS w -10......... U5 INSTALL A B z cf) 24" RCP STORM DRAIN (1 600–D) W W 10 U) QX) NOT IN USE Uj z _-Z--- Z z T L-Z z z Df�AN z z z Z_ z -1 Ll 1 4 E 4 +00 Uj )SAWCU 4 00 0 C w 0 7 SAWCUT LINE z CITY -ti+00 0 .......... < DESCRIPTION OF REVISION DATE 00 C) ff U L'r.'%Vff tArA'& Cq m t9m%IL I Avm% A < C15 ?>� \112 -I_ (D co A V�' (6 C) 2 V,* m 04 C) Uj A I A40%I C cr) + > + 3:co + U) ........... (0 C.0 0 6 w -'t C[f U M cy) C'4w U-) w 1`8.................. w I T%T/ 0' IF KAINU1771 0 a) Co : . w, "",E-,,X,ISTING,,,-,UNDERGROUND SEWER EXISTING UNDERGROUND STORM 'A' + + + > + :> F_ + 0-;> (0 co < .......... ......CO C%q LACE-. CAUTION, DRAIN LINE. PROTECT IN PLACE. Fn 04 w 'It CO U') w CAUTION. LINE. PROTE'C" ........... Cn 0 < CR 'PROTEC,E 'EX'STING...U co < CO )F4 1. 11 -11-1111-11- 11-111 I'll, _111-1.1 ''I'll",-1 1 I'll"I'll" I"I'll,111111-1 1-,1 11111--I'll,-1 1111111--11 VV U),W'-,<' KU G'A_ N R ..... (n T (WO 0 < NDERG OUND S ST"EET IMP""VEME'T PLAw- 'S w m ...... y bu A E 14 J E ............. .......... 48+00 U ...... TATIUN 42"k+90 T"" F_ EtSS5110 M A E L z PARU Fk "0. 17653 At z w w _j_j 0 9 0 0 CL ww co m - -----------4- cr_ W V_ w + w LU 64696 DATE cr_ co W co :E 04 W _j + (0 cy w I' W co LO F)(p.0613o/07 + Cr + w + wo "It R.C.E. 24953 + 0 + Z U_ "It 0 < 't F- LO < < C CITY ENGINEER U) U_ W E D < < U) DESIGN I- �- Uj OF C W, (n w U) w W Associated Engineer cis 3311 E. SHELBY STREET ONTAR10i CALIFORNIA 91764 Underground Service Alert BENCHMARK CITY OF RC #10013 1) PULL BOXES SHALL BE No. J, A MAXIMUM OF 200 FEET DRAWN Voice: (909) 980-198; Fax: (909) 941-0891 SHEE �QRE 2" BRASS DISK STAMPED "SBCS BM NO. A& INSTALLED APART, UNLESS OTHERWISE SPECIFIED BY CITY ENGINEER. Cl/S 2 OF 4 C= E 700-22 1968" AT NORTHWEST CORNER SIGNAL CONDUITS WITH PULL BOXES SHALL BE call: TOLL FRE OF CONCRETE SLAB, 0.5 MILES EAST OF ROJECT SIDE OF THE STREET FOR DRAWING No. NutE61 FUTURE TRAFFIC SIGNALS AND INTERCONNECT WIRING. 2) CONDUIT SHALL BE 3–INCH GALVENIFED STEEL WITH PULL A 14 ETIWANDA AVENUE, 58 LIDY -I 1-800 SOUTH RAIL OF MAIN A.T.&S.F. TRACKS, ROPE OR AS SPECIFIED. IDA 2006 FILE No.: 05068A, 7 INSIDE OF 5' CHAIN LINK FENCE This plan i-OPYrighted by Associated Engineers, Inc. TWO WORKING DAYS OU DIG ELEVATION: 1125.014 (ft) sc F 77-2005\050 03–street.dwg Jun 07, 2007 5:04pm Jeffm ile: 68\dw�\STREETS\O2& A- L L 4. -7— -------- ............ _J; A 7 '4 C) ........... b AI 0 A .............. -1............ ...........__J ........... < Lo� .......... .... ......... J- A� ............. + + A C 0 CN > a -01 64 '00", j=_ ...... _to t A 0 T-- I I 1 7 C)) + 4', Q_ (C) 4- L Q0 2- Irl111111-1 .......... L........... ............. d .......... 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J ........... ................ 4 J U AT CURB 'FACE 2% +- .......... ............... ........... ............... ........... ........................ t _4---------- A............. i-,- ill 7111 U) .......................... 41 ............................... .......... 1120, T A 6 ............. j _J.......... ................... j r "'T........................... .......... _'4 ...........� ....... 3 ........... .......... I IL, 3...... .......... ............... ........... .......... _4 ............ ......... "'T------- I A A Fk S E T 10 ............ .......... ............ L i _4 J ........t 7, r 7, ,C:> r Jr- .......... ............. ................. ........ ............. ............... 0 Co i+ 0 0 (1) _0 Cl) g,o V) 0 V) Cb I 0 , 11, 0 LL V) LL i 0 Lj 7- 4- . ......... 7 t '0 ----------- 0 00 C:) o-) 0 t1r) L 0 17--.. ........ f, 0 (.0 A + + + CF) Lf) �I I 11-111_1_1T'-__,_1---..... 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TREET ' Al�,:JCL _S SURFACE,' AT CL t A .......... ------ .......... .............. 4 ........... __7 ............ ............ -STREET-- ............. .......... ............... 1 J ............. r .............. ........... ................ ............ 4 ............. .......... i j .......... ............— 4 if ........................ .............. ....... ------- If-11:111:111--l':.........................._:__ N .......... T_ ........... 3u ........... .......... ........... ............ ................. ........... .......... -17 *CALE ...... "QUIBLE' ........... -------- J.......... V .......... ............. ...... J___ ....... ...... _J ............ -ALE .......... ........... ------------- ....... PR0FILE SU f I A HO ... ........... ............ 1" 20' ............ RIZONTAL. _�11 1-1_1....i _,_1_', ____ I I'll—11-11-1---1-111.11111-1........... ............ .........._1--1-1-11-1- 111--_ _1 _-,_1_1*r_1_____, _ ___ ...J_ A .............. 1 4' A A VERTICAL. 48+00 48+50 49+00 49+50 50+00 50+50 51+00 51+50 52+00 52+50 al ALL EXISTING SUB-STANDARD CURB AND GUTTER, SIDEWALK, PARKWAY DRAINS AND AC PAVEMENT FRONTIN IN N �E P A J-� 1\j1 A_rP 1\1 0, -1-7 E-3 01' 3-) GRAPHIC SCALE /___1 4 4 5 8 4 14 10 20 40 8 14 14 14 4 1 5 1 8 14 0 F,JVI C14 W C\1 co �1;t >7 to Z U)w 04 "qr w N i "'t w w (D Z LO Of �e �r I.— oo Z 0) U)�e y (D T- w C1q w (D CR cc) Z)> C! + + > C'� :�c (-0 111 3 1� + 4 + w + + + + I —er, + EL r.- C3 CK 00 Q 00 m 0- L�z m CL + 0) C) CN C) (0 C:) I- w 6 (D T- U) C14 w CD LO + W LO < LO W :E to _j LO + < + < + N 4— > + + 04 + < z (6 < 111 (6 w CD < CD > < C) < < CY) Cy') ( IN FEET ) Will wo ww I jj C) LO LO >_ z Lo LO Lo 1< C) C5 W %4.0 Uj C Cl) C) C/) w C:) (n w C) I inch 20 f t. 0 w (6 P r-) r--- > F<- CD 2 d) CD Fn C:) Cn' (D U) U) W 0 U) W U) f 71 A w F- U) w 3� r-C) J7 ii 0 111 C) C) C) F<- I-w F<- fl < ic Z :2 z 2 z F- I I - U) �,r C/) U) (1) w (f) ii it < < to N U) Y W < (j) zw in III :I CY) 0 z V) U) Z > EL 0 > z> U H i _j _j z m III U) U) ............... w w < CL < 0 _j < (D w ........... EL cr_ w W .......... ........... 0 f �e C) Q w CC w D C) C) < m m W /_ 0 w w C-) b w w III w C T_ w 0 TYP w 12 12 6 TYP. 0 12 TYP. C w ....... Q\ 6 R/W W J 2 6 "d 4 \V N., 13 (D (D 2 2 F-4 :D -4- 0 7-- _b < < V) \7� E 7 7 C:) C:) 0 49 0 50+00 51 +00 11 A: 0 + r"% 1117� 00 A CtJT--L--1-N 17 I T t z Q w U) z o6 57< > co W + ER CAUTION: L """ . CR i- U-) < C') ,EXISTING UND CAUTOR CITY DESCRIPTION OF REVISION DATE z w 10%IL a t-qk Q) _j 2� 0 1 mm ur"H t 0N mum U A M N A 0 CL I TY (0.)F R A` (L w F_ LO LIJ w (D W W w + w Ce) W W + + + w w w cc + C> "EET IMP``%1F 0%V"E M E T P L A ON'm 3: + w N N r%T I It 1 % U-) F_ 0 LO 0 U') co 0- 1—, "U w w JERSE%T-1 B 0"�Um L E VA F<- F<- U �<_, w w w w co %�_- A S%TAT 10%N 4 8%+0 0% T 0 5 3"'+0 0 STREET IMPROVEMENTS STREET IMPROVEMENTS STREET IMPROVEMENTS STREET IMPROVEMENTS P A mr"'C E L M A P NO " 17 6%5 3% PLACE MINIMUM 5" AC PAVEMENT OVER MINIMUM 6" CLASS 2 AGGREGATE klf� CONSTRUCT CURBSIDE DRAIN OUTLET, MEDIUM CAPACITY, PER CITY OF ENING CATCH BASIN PER CITY OF RANCHO CUCAMONGA PROTECT IN PLACE EXISTING IMPROVEMENTS BASE (SEE GENERAL NOTES 09 AND �10) STANDARD No. 107-B STANDARD No. 300. W & V PER PLAN DATE ii 11 C�� 3S 101� .0�, : ezz�,4k*l U5 INSTALL 24" RCP STORM DRAIN (1600-D) CITY ENGINEER R.C.E. 24953 SAWCUT AND REMOVE EXISTING SIDEWALK CONSTRUCT 4" WIDE PCC PROPERTY LINE ADJACENT SIDEWALK PER CITY OF Q JO CONSTRUCT LOCAL DEPRESSION PER CITY OF RANCHO CUCAMONGA 17� '0- DESIGN A RECOMMEND Underground Service Alert BENCHMARK CITY OF RC #10013 STANDARD No. 101 AND 103 No. 307, CASE "B" CIO �i �ORE (9 m Associated En,'"uneers 2" BRASS DISK STAMPED "SBCS BM NO. CONSTRUCT 8" PCC CURB AND GUTTER PER CITY OF RANCHO CUCAMONGA NOTIN USE Uj NO.64696 m Cl/S U & 700-22 1968" AT NORTHWEST CORNER 0 f N SAWCUT AND REMOVE EXISTING AC PAVING AND AC BERM @ X 1 E. SHELBY STREET ONTARIO, CALIFORNIA 91764 Call: TOLL FREE STANDARD No. 104, TYPE "A2-8" �1� J1 RELOCATE UTILITY APPURTENANCE PER AGENCY DIRECTION EXP 06/30/07 DRAWN Voice: (909) 980-1982 Fax: (909) 941-0891 SHEET OF CONCRETE SLAB, 0.5 MILES EAST OF /_1% CIVIL �t- r% ETIWANDA AVENUE, 58 FEET SOUTH OF ( 41 CONSTRUCT COMMERCIAL DRIVE APPROACH PER CITY OF RANCHO INSTALL STREET LIGHT 5800 LUMEN HPSV BY SOUTHERN CALIFORNIA EDISON. LL BE INSTALLED PER NOTES AND LEGEND ON SHEET 1 A OF 4 22 0 SOUTH RAIL OF MAIN A.T.&S.F. TRACKS, RD No. 101, TYPE "C", NON-CONTIGUOUS SIDEWALK COORDINATED AND PAID FOR BY DEVELOPER �1� le OF Cnv-,- INSIDE OF 5' CHAIN LINK FENCE OF EXISTING STORM DRAIN LINE TO CATCH BASIN AND ___RCE No.: 64696 DRAWING No. TWO WORKING DAYS BEFORE YOU DIG ELEVATION: 1125.014 (ft) MORTAR SEAL JOINTS IDU DAT a --2-006-- FILE-No.: 05068A__ 2114 T 7- 7777=77 J, J, File: L: \2005\05068N�d---- Jun 01 , 2007 10: 01am michaelw This pl y Ass . SIC311AGE AND STRIPING 1 ERE -w-,s, .,.n,...m. . . ...�,..,. . ...�� .s.�,.M. .-xx. .._.. .... .a, -•. ari r _ . m- ., ; -� sPo � ,, ALL DETAILS AND DIMENSIONS FOR TRAFFIC SIGNS AND THE INSTALLATION THEREOF SHALL CONFORM TO THE CALTRANS SIGN SPECIFICATIONS, TRAFFIC MANUAL, MAINTENANCE MANUAL AND STANDARD PLANS ALONG WITH CITY STANDARD NO. 153 _ N -- --- UNLESS OTHERWISE APPROVED OR DIRECTED BY THE CITY ENGINEER. 2. PROCEDURES FOR PAINTING OF STRIPING AND PAVEMENT MARKINGS AND - - - - --- INSTALLATION OF PAVEMENT MARKERS SHALL CONFORM TO THE STANDARD 1\./ a J .: J 1 1 J SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION AND THE FOLLOWING PROVISIONS. P k ,r' I A. ALL PAVEMENT MARKINGS SHALL CONFORM TO CITY �,�a r�1, 3 ( I �, MAINTENANCE STENCILS (S.A.E.) UNLESS OTHERWISE NOTED. 21 21 21 ' " B. ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS SHALL BE I— - r, _.._ . F- REMOVED BY WET SANDBLASTING. 4 + I 0 I SUFFICIENT NTS AND SPOTTING SHALL BE SET F I --- T CONTROL POINTS _ m __.. _ _ � .. ..... ,m..,�.. ...„ ,.. _,«��,_u�. n.�.�� „�,�...a ._. :,.M�.. _ C. S CIE N �- __ _. _ + �I _._ . Mi µ Mj . --_-_ -_ I- _ .. __ _ _ ._____. _ ,_ _ _- FOR ACCURATE AND COMPLETE INSTALLATION OF NEW OR r `� I if - _.-___ ____.._ ___. __ _ -t- ___. _.- ___ ___-w. _ _ __ d I REPLACEMENT STRIPING AND MARKINGS. I- �_- _ __ _. __-- -_ __ _ w.. __- _. _ ___._. __ _ ___.__„_.. _ __ Uj _. _______IT_--_._ 0 (� 1/ p �- - �__ _ ____..-__ D. ALL CONTROL POINTS AND SPOTTING REMOVES DURING _ -_ _ - _ ____- __ _ _ ____. _ to cn - . _. -U) V) SANDBLASTING SHALL BE REPLACED PRIOR TO INSTALLATION OF STRIPING AND MARKINGS. — r ALL CONTROL PAINTS AND SPOTTING SHALL BE INSPECTED Old AND APPROVED BY THE CITY TRAFFIC ENGINEER PRIOR TO INSTALLATION OF NEW OR REPLACEMENT STRIPING AND MARKINGS. 22 22 1,332' 373' F. ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS INSTALLED ON NEW ROAD SURFACE SHALL BE AN APPROVED LOW VOC TYPE, 15 mil THICK (WET). INSTALLATION SHALL BE IN THE FIRST, UNITH LESSHQTHERW SDE NOTED. OF TWO WEEKS AFTER _ - _ - _ VI A EXISTING TWO-WAY G. ALL THERMOPLASTIC STRIPING AND PAVEMENT MARKINGS SHALL LEFT TURN LANE STRIPE BE INSTALL IN ONE COAT AND BE 10 mil THICK (DRY), UNLESS OTHERWISE NOTED. H. UNDER NO CONDITIONS SHALL A ROADWAY BE LEFT OVER NIGHT, WEEKENDS NOR HOLIDAYS WITHOUT APPROPRIATE STRIPING AND MARKINGS TO THE SATISFACTION OF THE CITY ENGINEER. I, ALL TRAFFIC STRIPING AND MARKINGS SHALL E INSTALLED c WITH APPROPRIATE PERMITS AND TRAFFIC CONTROL MEASURES, -� LQ IN ACCORDANCE WITH CITY AND STATE STANDARDS. bj Q0 �� w �j- w + w + bi J. TEMPORARY OR CONSTRUCTION STRIPING AND MARKINGS SHALL c•� d- co a ►-00 BE IN ACCORDANCE WITH CITY AND STATE STANDARDS AND AS < DIRECTED BY THE CITY TRAFFIC ENGINEER. bi LIJc~n 4, `- 3. STREET NAMES SHALL BE INSTALLED PER CITY STANDARD PLAN NO. 401-A. 4. TRAFFIC SIGNS SHALL BE INSTALLED PER CITY STANDARD PLAN NO. 401--B. GRAPHIC IMPROVEMENTS 0 15 30 60 21 INSTALL R26(S) SIGN "NO PARKING” A INDICATED ON STREET LIGHTS IN FEE'S ) Q2) INSTALL YELLOW TWO-WAY TURN LANE STRIPE PER CITY F RANCHO 1 inch = 30 ft. CUCAMQNGA STANDARD DRAWING . 133 I 1 l�,_1 ' 21 21 cv I— 0') I-- a- � � �_ CN I I Lli < � V) E-- — — �. _ 73' 373' LL EXISTING TWO—WAY LEFT TURN LANE STRIPE CITY DESCRIPTION OF REVISION DATE APPROVED w -t I- #IN%U A R w A 11NE, 'C H 0% 11" 1 Owl A + I T Y U F K W + W (n 0%Tff'%1rlJ`"` 1MPr-%10` 'EMENT PLAWS �CN CK� bi Cn uJEMtiET bOULEVAKU 3 290% FEET TO 4,300% FEET X/ No AVE ONUE WE�TERLT OF 'rl'AV P P A N1 0% ARC"EL MAPL . 17653 , ROW O 071 �OFESS,O APPROVED BY ATE e CITY ENGINEERR.C.E. 24953 Eire DESIGN 1 RECO MENDED Underground Service I CITY OF C #10013 Fane 2" BRASS DISK STAMPED "SBGS BM NO. CC . �� ®� ,= DRAWN voice: (909) 980-1982 Fax: (909) 941-0891 SHEET EXP.46/696 3311 E. SHELBY STREET ONTARIO, CALIFORNIA 9176 II® 700-22 1968 AT NORTHWEST CORNER OF CONCRETE SLAB, 0.5 MILES EAST OF �� OF C��-` ® GJS OF 4 ETIWANDA AVENUE, 58 FEET SOUTH OF SOUTH RAIL OF MAIN A.T.&S.F. TRACKS, ' LINK FENCE CHECKED .ROE Na.. 64696 DRAWING No. 227-2600 INSIDE OF 5 CHAIN TWO WORKING DAYS BEFORE YOU DIG ELEVATION: 1 125.014 ft JL7M DA 2006 FILE No.: 05068A 2114 This plan ictpyrighted by Assocated EngineersInc . File: L.: 2005 05068 dwg STREETS 04-Stripe.dwg Jun 01 , 2007 - 10: 00am ichaelw s ,