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HomeMy WebLinkAbout2294-1�t 1A / 0 ", , \/ NTO C. DETAIL "A at - FILE NO. CYPRESS U SUe�J F�e%TSj7�' Q Q sonIN - -- an 1/40 expansion material every sixty feet -(601). ISO SEE ME ME 1 00 ME NEE 0 V THE EXISTANCE AND APPROXIMATE LOCATION OF UNDERGROUND UTILITIES '* P,9 YEMEA/% AN�E/1lV,� 10. All extruded curb, curb and gutters, shall have veakened, 10 d'a ME MEAN To,o p� plane Joints spaced at a 101 maximum and 1/4" expansion Joint Is �■■LqA 110 �i�MEMOSMEE mom MEE M every sixty feet (601) 73-1.06 & 73-1.058.11. -�-� - l3 w ME 0 G'oNG,��TE SEEM ME ME M MEE MEE no 5/l? DACE Elm II! 101 of an additional expansion Joint.IMMEMEN No W mom M MEESE mom NO M 11001111,11 0 MEN M�M 111IMME11141111 MESEENESEEME 0 0 MEEMEM12. 111 MEIN 0 0 MENEM ENE il MEEMEME and 2" or more In depth on all curbs and gutters.W so ME1111, MEE ON 0 M M 13. All.s'urfaces curing compound. (90-7. yB)MENEM -shall,'receiye E ME 11115. =—Mm MEMEMEEMINE MEMEMEM MENISME ME MEME115immm" MM MIMMEME MEMOentire' Any repair% shall be made by remoying and replacing theOEM MEMO EMEMENWA MOEN M17MEIMEMEMEMESEMEMEEMEME unit between- J16intot (73-1.06)NNE 0 MENEEMEMOSEEMENSE SOME EMENI mom 00 so OF 1 E 111 111 MENE 0 0 NONE M MENEM MMEIIMMEM 0 0 0 EME1111111 M EMENESEEME SEEM 0 No Mi No 00 NEEMEM SEEM ME M1 mom No 0 Ems mom 1111 ME NONE IME M 0 ME M I ME ME 11 MESEEMOSEEM I SEMMES No 1111 ME 0 IMEENEE MEMO MEN 111 mom MEE ME 111 SEEM so 0 ME MEMEE11MEEM MEESE MEN 0 0 Nor E MEE No on MOEN ISEEEEEMN=lmlmmmmmmmmoll E mom 111 ME MENOMONEE E_I_le M-0-WEESE001 ME MEMO MOEN M1 1M MENEM NEI 0 111111 MENNEN ME is 1101 IN IN so M ME ME SEMMES NEE ME M ME 111 No 111111111110111111 No MEMIEN., 0 0 MEN ME mom■SOME 00=E MEESEME0mom MENEMM111 1110 MEMEMEME i1111110111111111111 i iii SEEN ME 0 0 0011111111 MENE.- E MEIMM1111 ONESEENEEMEN 0 OEM MOEN 01111111111111 NEEMEMENES MEMNON ON ME MEMEMMEM M Mill 111 EEEEEEE= MOMENE ME 011101111MEM so ME 0 No's MOEN M NEE 1, M111111101111ows 1"EM ME ME ME ME MEMO MEME NONEME 00 0 111 0 1EMENEEM MEN ME111111111011111111 SEEN MEN M MEMO mom M=mMINMEE Ems 0 M No No MEN ME illME mom 1 R-1. MEE 111MMEMSEEM111111 Al ME ME MEN U SUe�J F�e%TSj7�' Q Q sonIN - -- an 1/40 expansion material every sixty feet -(601). ISO SEE ME ME 1 00 ME NEE 0 V THE EXISTANCE AND APPROXIMATE LOCATION OF UNDERGROUND UTILITIES '* P,9 YEMEA/% AN�E/1lV,� 10. All extruded curb, curb and gutters, shall have veakened, 10 d'a ME MEAN To,o p� plane Joints spaced at a 101 maximum and 1/4" expansion Joint Is �■■LqA 110 �i�MEMOSMEE ■■■ ■ ■■tee ■ MENEMINEmaterial /'='G' every sixty feet (601) 73-1.06 & 73-1.058.11. -�-� - l3 w ,gsPh'r! LT G'oNG,��TE Boom 11 no 00 ME 11 M ME ME M MEE MEE no 5/l? DACE k normal, expansion Joint nay be omitted if it falls vithinIMEMEN II! 101 of an additional expansion Joint.IMMEMEN No W ~ PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES 11001111,11 0 MEN M�M 111IMME11141111 MESEENESEEME 0 0 MEEMEM12. We4kened plan* Joint shall be I" or more in depth -on allsidevalks NEREMSEME ONEEMEMM PUREE MIMMMM111121111 MENESEEMEM 0 in0MEL, = - and 2" or more In depth on all curbs and gutters.W POLIN REE EMENIME 111111MOSEMEME ME1111, MEE ON 13. All.s'urfaces curing compound. (90-7. yB)MENEM -shall,'receiye E ME 11115. =—Mm MEMEMEEMINE MEMEMEM MENISME ME MEME115immm" MM MIMMEME MEMOentire' Any repair% shall be made by remoying and replacing theOEM MEMO EMEMENWA MOEN M17MEIMEMEMEMESEMEMEEMEME unit between- J16intot (73-1.06)NNE 0 MENEEMEMOSEEMENSE SOME EMENI U SUe�J F�e%TSj7�' Q Q p�. AvE - -- � t .Qe t -M< � > VE a V THE EXISTANCE AND APPROXIMATE LOCATION OF UNDERGROUND UTILITIES '* P,9 YEMEA/% AN�E/1lV,� NotiZo,V T.fL U SUe�J F�e%TSj7�' Q Q p�. AvE - -- � t .Qe t -M< � > VE a ,r R !Ae E Ex/_-sTi"V,C THE EXISTANCE AND APPROXIMATE LOCATION OF UNDERGROUND UTILITIES '* P,9 YEMEA/% NotiZo,V T.fL �o V 7 V. h To,o p� GUit,es Hwy ,cGo w Giiv� VICINITY MAP N.?.S LEGEND - - -- - - - - - -- /1,ew p4 ve.-e-►eN7, -ST itoo SrBt9lo S? —to• JT -4-y ST. !oma• -1T" /ZIA5_® .Qe t -M< � > VE a ,r R !Ae E Ex/_-sTi"V,C THE EXISTANCE AND APPROXIMATE LOCATION OF UNDERGROUND UTILITIES '* P,9 YEMEA/% NotiZo,V T.fL Cast a'g7-.4 To,o p� GUit,es Tc owl ,cGo w Giiv� /'='G' �AG.C� o% I.vr1G/f l3 w ,gsPh'r! LT G'oNG,��TE 4. C /N/sfl�l� 5/l? DACE s PAVEMENT NOTES /. TfIi=- Cl 7-Y f'a�L/o won/" X445 Rerc;Ole AW -Wa�e l9T h�/g/ hm,¢ouf�V Dis ./ 7wA7 TrwE Z o^V r,04GT0/1 SZIJ MlT A ,$eF1L5 RERM'T 107W E�?r�ivA�EH7� Fay Tt'� vG�.Qiicic•4 Tivy off"' � /o�o�•t �.9v�nlL�vT- TJY/c�,✓�.ss• �', �i4f/EM�iivT S�Tio� ,Sf�otyN qlZ�- /y�iViNuM A� c ry As MAy QE /zeoar zso 'ey so1l,5 7-41 -- - - - V+E_ -- - - - - -- - - - -- ---- - -- -- -- - - --- - - - -- - - - -- - - - -- - - - -- - - - - - -- NOT I tt TO C ONTRACTOR -ST itoo SrBt9lo S? —to• JT -4-y ST. !oma• -1T" /ZIA5_® X77 THE EXISTANCE AND APPROXIMATE LOCATION OF UNDERGROUND UTILITIES '* GRAPHIC SCALE I N: 2O' OR STRUCTURES SHOWN ON THESE PLANS WERE DETERMINED BY A SEARCH OF THE AVAILABLE PUBLIC RECORDS. TO THE BEST OF OUR KNOWLEDGE Q THERE ARE NO EXISTING'UNDERGROUND UTILITIES OR STRUCTURES EXCEPT /o' Zo' 46 J Q AS SHOWN ON THIS MAP. II! THE CONTRACTOR IS REQUIRED TO TANTE DUE PRECAUTIONARY MEASURES TO I > W ~ PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES AT THE SITE. IT SHALL BE THE CONTRACTOR'S co M = - RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR --7 r— W 00 STRUCTURES\CONCERNED =BEFORE STARTING WORK. 7— CL THE. FOLLOWING COMPA14IES HAVE AN INTEREST IN THE EXISTING MERRlLL AVE. .moo•/a FACILITIES WITHIN THE LIMITS OF, THE PROJECT: 0 pO -. - - CITY OF FONTANA ' O PACIFIC BELL - - - - - �- ENGINEERING SERVICE DEPT. TV\0 - 8353 SIERRA AVENUE 3073.ADAMS ST. RM 110 v RIVERSIDE C - '' N CYPRESS AVE -"—` SEG7i0H 42/4-/42/ 7 0� TTsk- <o v��✓Aw9Y7 ONTANA, CA '32333 ( 714) 359-2524 9150 _ IIEQt//SES '� 350-7610 /Z �7 /�i9�NT 5T'aj1D /DcnyTiFic gTroN 7�iG flLE I /V�Itil2 /SSvdp SOUTHERN CALIFORNIA EDISON SOUTHERN CALIFORNIA GAS CO. N G C (A LgljdNp �t^tD M /SEFDRE i9 "' �. :'_ y �� Od�/+'*!i" To FX�'g017Ze 300 N. PEPPER AVENUE (6 3) VALLEY BOULEVARD o�` _ _ �6 O ti� /Zd+1G4�TH S� 0 y D� IILG �C3� Vii�L/�. FONTANA CA� "3:335 N �" ,� P.O. BOX 788 ti -- - ti -- ti �- -- h / Q 2 /Z ¢ / 1�"� ,�Odl YO&IV ai6 �9Le,/L /.,o. n/vMdFit (714) 82S 4333 c ti !� ST,v. Pl.��,/ �Yo A zo �'► I2 J�RIALTO, CA '32376 1 ' 2 1 4 �' /G TO Se- 11c�Go c � � c�9GL UN �? G•2oZ/�� �SE�t' I//C�' (714) 820-5493 ti 3° �ti `v� ti �' m • �I � � -LIJ -_* �J. ��� -_ C6't7- 710z4�/zeW �_ 8do Zz 46V - _ _ --- - - .: MH - % " TtNa A✓�is/�iNC .�.qyS �3F.�`o y�U• FONTANA WATER CO. 8061AST NUEVO AVENUE M s 8444 NUEVO AVENUE NA, CA '32333 FONTANA CA 92335 � \ \ � 2 , - , . .. �' ; • . � G .. . / � , ) 350-2344 \,�, i #' 87 D•I �'_ ' . �/ C 714 -2201 (714 35 821 UNDERGROUND ALERT 1-800-422-4133 ,1v DEQ .� b 0� 3 �• c, 4 0. s a x v 2 U . � v � � N N 0 �► � � N 3 � t _ �A ) ., I CONSTRUCTION- NOTES � `� 2 � � J N � 3 - '" _ �� titin• � � Z Ib N � e �I� � I' QvANriT/FS f „ _ - W �-• � ` ( � � �' � Q W � � � � _ �� I Q � ?�. �� h Q Q V Q 0 : °� ti W CONS /zuc-T d' CoN4-itE Ca/ZIS e1CJTT&/Z loge 3 e > 0 3 o,c;4 E ,SAM F� / jh 8 u STA• idG STA. i0 t7/ CONSTi2 c7- HA/V Pf'� D P c Ty OF N (l ♦ Ec• Join/ Ex/5i E. C . ! I j `` ,FOA/T�q A14 STD, D4FTq/1- /04 - Iq - �� T� . 4, /3 in/. �v ' J y �.vD of . CotiCsT � ,. jl 3o I G •� � .5,9�,yCUT- � /ZE�+'To✓L�'�13fJA. C . /�AVE�`'�NT PES ` i SD - �� vv• SEDT/b A/ Rs SHow1V h'E250/V. /¢- ® 3�, /z/d " d 6•, s•/� leEMOVE EX/S•rrvz C41,0&oMLy o2 Ca ?A 64/r/ -Z --/z Lij I l 4EO4 7 ELpGA7L' Ex/�T/n�! �i/Zd 1Vy jD,eAwT gge/9agA47lN�f CZE �4 �AT� Ex/s TiN� Gc/f�TE2 MET�/z /0�2 �o�VT.�ii� GV.4�[ c4 a ZZ� COiVST2c/cT COMc2P 2lVeKlA�` P�/Z eiTYor /( AVENUE REVISIONS NUMBERF DATE fINITIALS1 DESCRIPTION APP'V'D. w OfJ�" REFERENCES BENCH MARK * 3J Iq y,5 HEST Eif/D- S'W Cde 14 Q) Dw y • /D W= �5 o 'o ,4 °G o �2� 5` ST-- • a s: Q ZZ3 Tc Qo, PREPARED UNDER THE SUPERVISION OF ELEV. J I N D PA"K RCE46075 EXP12-31-94 J N D ENGINEERANG 7342 0RANGETHORPE AV. BUENA PARK, CA90621 oNTAN,�J STD. l7ET.9 �L /OZ -G, -3®. c ./� // CoNST2UCT C'aNc/tFTE c2CLss-C�uTTE�2 � S' w�DE /o�/z G/ Ty OF f=ONTfi Nl.� STIP. 1�ET�t/L. !O¢ •250, S-/� /Z EMoYE �x/STi�/� CoN�/ZETE CILOSs - Cu / r`.4 /3 �EZoc q77E Ex/S7W g:� s/cN �DA2,o pe-_IZ c/ ry sTo . De 914. /4254 ZZ L.F �-- CONST/lac'r S/D�H/9L� Z/ND�� ,�/2R�N P�C7igN� CI�A/Z 1A0/10E C S/ZE' jKjq PEIZ 0179 sTD • Der4-,4 /Z -f -.4 E:X. .57)eE,57_ .�/4 t/ . CITY OF FONTANA, CALIFORNIA DRAWN BY: STREET IMPROVEMENT PLAN SCALL'!' I'= 2 0 DESIGNED BY- FOR PM 14484 AVE. CYPRESSMERRILL AW NTRY TO E. DATE 93 CHECKED BY: APPROVED BY l/.4OATE �•�j't1 ger CITY ENGINEER R.C.E. 2521-6 D' T,q I � � L REFERENCES BENCH MARK * 3J Iq y,5 HEST Eif/D- S'W Cde 14 Q) Dw y • /D W= �5 o 'o ,4 °G o �2� 5` ST-- • a s: Q ZZ3 Tc Qo, PREPARED UNDER THE SUPERVISION OF ELEV. J I N D PA"K RCE46075 EXP12-31-94 J N D ENGINEERANG 7342 0RANGETHORPE AV. BUENA PARK, CA90621 oNTAN,�J STD. l7ET.9 �L /OZ -G, -3®. c ./� // CoNST2UCT C'aNc/tFTE c2CLss-C�uTTE�2 � S' w�DE /o�/z G/ Ty OF f=ONTfi Nl.� STIP. 1�ET�t/L. !O¢ •250, S-/� /Z EMoYE �x/STi�/� CoN�/ZETE CILOSs - Cu / r`.4 /3 �EZoc q77E Ex/S7W g:� s/cN �DA2,o pe-_IZ c/ ry sTo . De 914. /4254 ZZ L.F �-- CONST/lac'r S/D�H/9L� Z/ND�� ,�/2R�N P�C7igN� CI�A/Z 1A0/10E C S/ZE' jKjq PEIZ 0179 sTD • Der4-,4 /Z -f -.4 E:X. .57)eE,57_ .�/4 t/ . CITY OF FONTANA, CALIFORNIA DRAWN BY: STREET IMPROVEMENT PLAN SCALL'!' I'= 2 0 DESIGNED BY- FOR PM 14484 AVE. CYPRESSMERRILL AW NTRY TO E. DATE 93 CHECKED BY: APPROVED BY l/.4OATE �•�j't1 ger CITY ENGINEER R.C.E. 2521-6 D' T,q I