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HomeMy WebLinkAbout1564 I S TREE T IMPRO VEMEN T L A NDSCA PECONS TRUC TION PL A NS FOR A SSESMEN TDIS TR/CT X08 FOURTH STREET INCLUDING ROCHESTER AVE FROM STA. 24+00 TO INLAND EMPIRE BLVD, INLAND EMPIRE BOULEVARD FROM S TA . 131+00 TO MIL L IKEN A VE., MIL L IKEN A VE. FROM S TA. 10+2 0 TO FOUR TH S TREE T� A ND FOUR TH S T REE T Q � 3: z FROM STA, 86+ 10 TO STA. 105+00 cr PR JEC w z S/T 0 0 ASSEMBLY BILL 325 w Ir J Z INDEX TO SHEETS MAXIMUM APPLIED WATER ALLOWANCE 0 w SHT. STATION ONTARIO MILLS - SITE NO. FROM TO INLAND EMPIRE BOULEVARD 1 TITLE SHEET DARE FOOTAGE: 2 LANDSCAPE CONSTRUCTION/LAYOUT PLAN - ROCHESTER AVE. 24+00 ' 30+60 SHRUB = 158,976 LAWN = 54,675 W — 3 LANDSCAPE CONSTRUCTION/LAYOUT PLAN - INLAND EMPIRE BLVD. 131+00 125+90 COLOR = 6,468 4 LANDSCAPE CONSTRUCTION/LAYOUT PLAN - INLAND EMPIRE BLVD. 125+90 120+00 TOTAL SQUARE FEET: w W 5 LANDSCAPE CONSTRUCTION/LAY UT P - I + = z O LAN INLAND EMPIRE BLVD. 120 00 114+00 220,118 U w 6 LANDSCAPE CONSTRUCTION/LAYOUT PLAN - INLAND EMPIRE BLVD. 114+00 108+00 0 > � Q 7 LANDSCAPE CONSTRUCTION/LAYOUT PLAN - INLAND EMPIRE BLVD. 108+00 102+10 TOTAL ACRE FEET: NORTH 8 LANDSCAPE CONSTRUCTION/LAYOUT PLAN - INLAND EMPIRE BLVD. 102+10 97+00 5.05 VICINITY MAP NOT TO SCALE 9 LANDSCAPE CONSTRUCTION/LAYOUT PLAN - INLAND EMPIRE BLVD. 97+00 93+00 TOTAL CONTROLLER PROGRAMS: 10 LANDSCAPE CONSTRUCTION/LAYOUT PLAN - MILLIKEN AVE. 10+20 18+20 11 LANDSCAPE CONSTRUCTION/LAYOUT PLAN - MILLIKEN AVE. 18+20 22+00 15 12 LANDSCAPE CONSTRUCTION/LAYOUT PLAN - MILLIKEN AVE. 22+00 28+00 HYDROZONES: SHEET 15 SHEET ie SHEET 17 SHEET 1e 13 LANDSCAPE CONSTRUCTION/LAYOUT PLAN - MILLIKEN AVE. + 1+ SHEET 38 SHEET 37 SHEET 3e SHEET 39 28 00 3 60 SHEET 57 A SHRUBS/GROUNDCOYER SHEET 58 SHEET 58 SHEET 59 14 LANDSCAPE CONSTRUCTION/LAYOUT PLAN - MILLIKEN AVE. 31+60 37+60 B) LAWN (C)COLOR/ANNUALS 15 LANDSCAPE CONSTRUCTION/LAYOUT PLAN - MILLIKEN AVE. & FOURTH ST. 37+60 86+10 I 16 LANDSCAPE CONSTRUCTION/LAYOUT PLAN - FOURTH ST. 86+10 89+80 CALENDAR DAYS: ----- _ 17 LANDSCAPE CONSTRUCTION/LAYOUT PLAN - FOURTH ST. 89+80 96+00 14 t 18 LANDSCAPE CONSTRUCTION/LAYOUT PLAN - FOURTH ST. 96+00 101+70 ri SHEET 19 SHEET_. --- WATERING DURATION HOURS: SHEET 14 "' %' SHEET 460 19 LANDSCAPE CONSTRUCTION/LAYOUT PLAN - FOURTH ST. 101+70 105+00 SHEET 35 8 SHEET 55 1 . 20 LANDSCAPE CONSTRUCTION DETAILS 21 LANDSCAPE CONSTRUCTION DETAILS DAYS OF THE WEEK: 22 IRRIGATION MAINLINE PLAN 23 IRRIGATION PLAN - ROCHESTER AVE. ' 24+00 30+60 6 SHEET 13 _- 24 IRRIGATION PLAN - INLAND EMPIRE BLVD 131+00 125+90 M.A.w.A.FORMULA: SHEET 34 (ETO)(ADJUSTMENT FACTOR)(SQ.FT.)(CONVERSION FACTOR)= GAL.PER YEAR SHEET 54 - �... . 25 IRRIGATION PLAN - INLAND EMPIRE BLVD. 125+90 120+00 26 IRRIGATION PLAN - INLAND EMPIRE BLVD. 120+00 114+00 55.56 X .8 X 220,118 X .62 6,065,821.20 GAL.PER YEAR SHEET 12 27 IRRIGATION PLAN - INLAND EMPIRE BLVD. 114+00 108+00 SHEET 33SHEET� 28 IRRIGATION PLAN - INLAND EMPIRE BLVD. 108+00 102+10 SHEET 53 } SHEET 23 L RR GND.CI10T�o T PLAN/LAYOUT PLAN 29 IRRIGATION PLAN - INLAND EMPIRE BLVD. 102+10 97+00 SHEET 43 - PLANTING PLAN ESTIMATED TOTAL WATER ALLOWANCE - 30 IRRIGATION PLAN - INLAND EMPIRE BLVD. 97+00 93+00 ONTARIO MILLS - SITE SHEET 11 31 IRRIGATION PLAN MILLIKEN AVE. 10+20 18+2032 SHEET 62 •' ° '.. :-- _.._ - 32 IRRIGATION PLAN - MILLIKEN AVE. 18+20 22+00 - -=' j SHEET •7 SQUARE FOOTAGE: .` , SHEET 28 SHEET 2 ■ 33 IRRIGATION PLAN - MILLIKEN AVE. 22+00 28+00 :'� SHEET 411 SHEET 23 /' • • SHEET 5 SHEET 43 SHRUB . 158,976 SHEET 26 r 34 IRRIGATION PLAN - MILLIKEN AVE. 28+00 31+60 LAWN = 54,676 ! SHEET 10- -f 35 IRRIGATION PLAN - MILLIKEN AVE. 31+60 37+60 COLOR 6,462 - . SHEET 31 = -------- - -- - - � _ - EE 46 SHEET 51 ( ! E 36 IRRIGATION PLAN - MILLIKEN AVE. & FOURTH ST. 37+60 86+10 TOTAL SQUARE FEET: _ ' 37 IRRIGATION PLAN - FOURTH ST. 86+10 89+80 2241,I1iL � ►._. `' . A Ad f B D. .___.Y _--._ 38 IRRIGATION PLAN - FOURTH ST. 89+80 96+00 ,� !: 39 IRRIGATION PLAN - FOURTH ST. 96+00 101+70 TOTAL ACRE FEET: �j °'�`� � SHEET 3 SHEET SHEET 30 SHEET 6 SHEET 4 SHEET 24 40 IRRIGATION PLAN - FOURTH ST. 101+70 105+00 7.65 _ ._) 30 SHEET 27 SHEET 25 SHEET 44 SHEET 50 SHEET 4T SHEET 45 41 IRRIGATION DETAILS TOTAL CONTROLLER PROGRAMS: 42 IRRIGATION DETAILS SHEET 8 43 PLANTING PLAN - ROCHESTER AVE. 24+00 30+60 15 SHEET 29 SHEET 49 44 PLANTING PLAN - INLAND EMPIRE BLVD. 131+00 125+90 HYDROZONES: NORTH 45 PLANTING PLAN - INLAND EMPIRE BLVD. 125+90 120+00 (A) SHRUBS/GROUNDCOVER SHEET INDEX MAP NOT TO SCALE 46 PLANTING PLAN - INLAND EMPIRE BLVD. 120+00 114+00 (B) LAWN 47 PLANTING PLAN - INLAND EMPIRE BLVD. 114+00 108+00 (C)COLOR/ANNUALS 48 PLANTING PLAN - INLAND EMPIRE BLVD. 108+00 102+10 CALENDAR DAYS: 49 PLANTING PLAN - INLAND EMPIRE BLVD. 102+10 97+00 14 50 PLANTING PLAN - INLAND EMPIRE BLVD. 97+00 93+00 CONTROLLER CAPABILITIES 51 PLANTING PLAN - MILLIKEN AVE. 10+20 18+20 WATERING DURATION HOURS: ONTARIO MILLS - SITE 52 PLANTING PLAN - MILLIKEN AVE. 18+20 22+00 8 53 PLANTING PLAN - MILLIKEN AVE. 22+00 28+00 MANUFACTURER: TOTAL PROGRAMS USED: 54 PLANTING PLAN - MILLIKEN AVE. 28+00 31+60 DAYS OF THE WEEK: RAINMASTER 3 55 PLANTING PLAN - MILLIKEN AVE. 31+60 37+60 6 MODEL: HYDROZONES: 56 PLANTING PLAN - MILLIKEN AVE. & FOURTH ST. 37+60 86+10 E.T.W.A.FORMULA: EVOLUTION SERIES (A) SHRUBS/GROUND COVER 57 PLANTING PLAN - FOURTH ST. 86+10 89+80 (ETO)(ADJUSTMENT FACTOR)(SQ.FT.)(CONVERSION FACTOR)= GAL.PER YEAR (B) LAWN 58 PLANTING PLAN - FOURTH ST. 89+80 96+00 IRRIGATION EFFICIENCY (PERCENT) NUM1§ER OF STATIONS: (C) COLOR/ANNUALS •• 48 59 PLANTING PLAN - FOURTH ST. 96+00 101+70 . GAL. PER YEAR WATERING DURATION/HOURS: 60 PLANTING PLAN - FOURTH ST. 101+70 105+00 55.56 X .5 X 220,118 X .62 8,791,188 GAL. PER YEAR CALENDAR DAYS: g FOURTH ST. MEDIAN ISLAND ONLY 61 PLANTING DETAILS 7096 14 DAYS OF WEEK: F Y OF RANCHO CUCAMONGA = 5,415,911.7 GAL. PER YEAR TOTAL PROGRAMS: 6 ,4-Y 15 AYy 1S" Y-LZ G Lo ACCEPTED FOR CONSTRUCTION JULY27, 1995 � NY � � CITY OF ONTARIO PUBLIC FACILITIES DEPARTMENT �, r 00 REVISIONS ��� BY acs BENCH MARK NO. ELEV. �0�3.�s9 � 61 MARK DATE BY APPROVED/RCaE NO. DATE 11729795 LRM LTD. LANDSCAPE ARCHITECTURE SHEET OF "wo '"� "" '� T - CITY OF ONTARIO LOCATION: 5807 UPLANDER WAY T/TLE SHEET DRAWN BY JAG/TK S.B. CO. B.M. SPSN 01084 L R M CULVER CITY, CALIFORNIA 90230 CONTRACT W `V20/94 TK RMO EME l0kch I m 0/20/05 REYE*W BY l • R M L I MI T9 1 (310) 568-8900 PHONE (310) 670-1418 FACSMILE PM ND. 1362 DATE °i"� 1" BOLT TOP OF CURB N. SIDE "G' STREET 500',c E. ACCOUNT OWCKED 8Y AOCEP e y� 6 OF CL DAY CREEK CHANNEL: YE. END WT Y DRIVE " `" "�D "`�` E"�'"E' P"'t / DCN. NO. COVER.OGN DATE TE TO 5125 "G" STREET, 0.9 MILES W. OF ETIWANDA. 1179 12/31/96 2 5 /�� y Tr _ I I I 1001-0" I II I 1� I I I r 1 80 81 82 •------ 83 -- ------------ ----------------------------- -------------- ------------- 84 85 ---------------- -------------------------------------------- ------------ --------------------------- C) _JI I RIC i I = ui ................ "mono I I i I I I I I I i I I I I I I I I _ 1 I W I 5 COBBLESTONE P 20 6 RECAST CONCRETE PAVERS 101 I W FDUR TH S TREE T041 �° I tl) 20 � cri + 4D 101 470 �� 1 C N c'7 �I OD co It cm I *I +I (01 +I +I ' W 2 �� O a p } V �i O °°� °oi 001 �� �1 Z -, }HI o a Qi on- Qi <i co I �- 4 cn I In I-N i o f o l i i � �� Cal �+ � c~n I w i I .J I i i iur 3 i i r >, ,,. ,..., .r... ..... i r "UP, L. R-.650 — — T..,. " _ - — - - -- - R=655' R-650 R:37 12 P.A. 7 APEX OF CURVE �. 11 TANGENT WITH '0. PROPERTY LINE ' P.A. Q POINT OF CURVE TANGENTCY TYP. 0% W j � s•-o' J � P.L. 10 1 ' CONSTRUCTION NOTES ABBREVIATIONS LEGEND ' DETAIL CALL OUT p CONCRETE CURB. SEE CIVIL ENGINEERING DWGS. t (DC.FOR DETAILS AND SPECIFICATIONS. L. CENTERLINE ST^,107.13— P.C.C. SIDEWALK. SEE CIVIL ENGINEERING DWGS. -0 DETAIL NUMBER O FOR DETAILS AND SPECIFICATIONS. P.A. PLANTING AREA 3' WHEELCHAIR RAMP (TYP). SEE CIVIL ENGINEERING DWGS. ! O j TYp, FOR DETAILS AND SPECIFICATIONS. P.L. PROPERTY LINE 4 CATCH BASIN (TYP). SEE CIVIL ENGINEERING DWGS. FOR DETAILS AND SPECIFICATIONS. R RADIUS LC-20 j I O STREET LIGHT (TYP). SEE CIVIL ENGINEERING DWGS. 1 FOR DETAILS AND SPECIFICATIONS. ' 9 FIRE HYDRANT (TYP). SEE CIVIL ENGINEERING DWGS. j ` DETAIL SHEET NUMBER O FOR DETAILS AND SPECIFICATIONS. 2 O CONCRETE MOW CURB (TYP.) SEE DETAIL 1, SHEET 20. 1 P.A. co ' 21 c'>f+ SEE ONTARIO MILLS SITE DRAWINGS FOR PLANTING, 1 ` O IRRIGATION AND WALK LAYOUT IN THIS AREA. ` O NATURAL BOULDERS. SEE DETAIL 2, SHEET 20. 1 — � 10 TEMPORARY REDWOOD HEADER. 1 O SEE DETAIL 3, SHEET 20 LANDSCAPE EASEMENT LINE r i! L� 14 2 COVERED TREE WELL TYP. SEE CITY OF ONTARIO ` ��� SPIE O STANDARD DRAWINGS I SEE ACCEPTED FOR CONSTRUCTION JUL Y27, 1995 CITY OF ONTARIO PUBLIC FACILITIES DEPARTMENT �i Q CITY OF RANCHO CUCAMONGA REV**W BY t-/, z L-f� '` Lo 01, IMTE i ACCEPTED sY E 6 jIE FOURTH 5T. MEDIAN 15LAND ONLY REVISIONS DESI&WED By WL v BENCH MARK NO. ELEV. 1019.!89 15 fit M� DATE BY APPROVED/RG�E Mo. DA TE 0/29/95 CITY OF ONTARIO LRM, LTD. LANDSCAPE ARCHITECTURE CONSTRUCT/DN/L �4 YQUT PL .4N SHEET OF LOCATION: 5807 UPLANDER WAY DRAWN BY JAG/TK S.B. CO. B.M. SPSN 01084 CULVER CITY, CALIFORNIA 90230 CONTRACT Lli DA TE a/29roa REvD er L - R . M LIMITED (310) 568-8900 PHONE (310) 670-1418 FACSMILE MIL L IKEN AVENUE & FOURTH STREET PM N0. 1362 ACCOUNT U) °N� 1" BOLT TOP OF CURB N. SIDE "G" STREET 500 x E. CHECKEt7 By ACCEPTED 9 / OF CL DA Y CREEK CHANNEL: 1'E. END WY Y DRIVE sr u Ma exraea TH1r! STA. 37+60 TO IN T. & IN T. TO S TA . 86+ 10 D G N. N O. L P 11.DGN 0 DATE 6ATE TO 5125 "G" STREET, 0.9 MILES W. OF ETIWANDA. 1179 12/31/96 �� m M CHLINE SEE SHEET 15 , APEX OF CURVE TANGENT WITH PROPERTY LINE a 1D P.A , TYP. I � o v o I � I I DETAIL CALL OUT o j DETAIL NUMBER cl) 9 I PRECAST CONCRETE PAVERS 4 I 20 i 31-00 , TYP. DETAIL SHEET NUMBER I , STA. 87.35 I POINT OF CURVE I I TANGENTCY TYP. \ I mm ' I � 10 ! \ \ 6 I 8 I ! ABBREVIATIONS LEGEND \ � 7 I C.L. CENTERLINE 1 1 1 10 11 P.A. T �y °` P.A. PLANTING AREA I a >- 7 P.A. \ r —1.-O P.L. PROPERTY LINE ZZ o0 P.A. O R RADIUS 1 , �1 P.A. LIG I 1 ' .. _. P.L. . . . 3 1 I I CONSTRUCTION NOTES 1 y j O CONCRETE CURB. SEE CIVIL ENGINEERING DWGS. 5 a+, j FOR DETAILS AND SPECIFICATIONS. SA W GRA SS /A VENUE j 2 P.C.C. SIDEWALK. SEE CIVIL ENGINEERING DWGS. (� O FOR DETAILS AND SPECIFICATIONS. 1 I WHEELCHAIR RAMP (TYP). SEE CIVIL ENGINEERING DWGS. , I ! O FOR DETAILS AND SPECIFICATIONS. I CATCH BASIN (TYP). SEE CIVIL ENGINEERING DWGS. , O FOR DETAILS AND SPECIFICATIONS. I ' --------------------------------------------------------------------------------------------------------------------------------------------------- O STREET LIGHT (TYP). SEE CIVIL ENGINEERING DWGS. FOR DETAILS AND SPECIFICATIONS. I I FIRE HYDRANT (TYP). SEE CIVIL ENGINEERING DWGS. , I j 6 FOR DETAILS AND SPECIFICATIONS. I 5 j O CONCRETE MOW CURB (TYP.) SEE DETAIL 1, SHEET 20. I 1 I 2 I O SEE ONTARIO MILLS SITE DRAWINGS FOR PLANTING, I r } °D } IRRIGATION AND WALK LAYOUT IN THIS AREA. 3 O NATURAL BOULDERS. SEE DETAIL 2, SHEET 20. JIS j Oy P. j 1O TEMPORARY REDWOOD HEADER. �' P.A. O SEE DETAIL 3, SHEET 20 I ::�- P.A. I 11 LANDSCAPE EASEMENT LINE / O12 COVERED TREEWELL TYP. SEE CITY OF ONTARIO STANDARD DRAWINGS I 7 P.A. I j 11� 10 11 P.A. I j I i I O i 7 6 PRECAST CONCRETE PAVERS , I 10 I I I , I FOURTH STREET MEDIAN ISLAND ONLY i �.-----I--- ----- _.�.---------� MA LINE SEE HEFT 17 CITY OF RANCHO CUCAMONGA I SC,q�E REVEWED By ` Lti'- 9 �) Lo E °NTE ACCEPTED FOR CONSTRUCTION JUL Y27, 1995 ACCEPTED Br124� CITY OF ONTARIO PUBLIC FACILITIES DEPARTMENT QO REVISIONS DATE By 8/2 BENCH MARK NO. ELEV. 101,9.469 LTD. LANDSCAPE ARCHITECTURE R / A '/ T' P7 SHEET 16 OF 61 ""� DATE BY �PPRo�� �. DATE a,2°�°5 CITY O ONTARIO L R m LRM, CONS TRIC ON L o� � N �- LOCATION: 5807 UPLANDER WAY DRAWN BY JAG/TK S.B. CO. B.M. SPSN 01084 CULVER CITY, CALIFORNIA 90230 CONTRACT ui DATE 0/29/95 REVEWED BY L • R • M L I M I 1 E . (310) 568-8900 PHONE (310) 670-1418 FACSMILE FOUR TH S TREE T PM ND. 7362 ACCOUNT U) crfc►rEia By DATE 1" BOLT TOP OF CURB N. SIDE "G' STREET 500,c E. STA . 8 6+ 10 T STA . 8 9+8 0 ACCEPTED B y / �6 OF CL DA Y CREEK CHANNEL: 1'E END W'L Y DRIVE sr u �U. Exrn�� o�� � Dc-'3N. N O. L P 12.DGN DATE DATE TO 5125 "G' STREET, 0.9 MILES W. OF ETIWANDA. 1179 12/31/96L 7s m I 1 I 1 I 1 POINT OF CURVE 1 TANGENTCY TYP. 1 � 1 I 00 F— 1 s o --- - - --- - I I r 92 -W-1-------- -------------------------------------------- ---------------------------------------------L------------------ ----------- --------- ------------------------------------- -- - - --- - - - -- --- ---- _-- - r 93 ------- ------------------------------ th 94 95 I � WI 1 IW 6 PRECAST CONCRETE PAVERS I W 5 20'-0" 20'-0" FOUR TH STREET � W 1 +1 TYP. I*- TYP. �, �� �, 1 r� v- NI OID �I vi 20 6 0) CD �� VI �I I W > �i } �I Qi a o a a � i '` 1 P. P.A. Li -- 1 � - .._ ... fl. D P.A. 1 ...: .._. . �....�._. .... — — — - R=660 — — — — — 1 1 R:665 -j------ 12 1 2 12 1 1 1 I 1 I CONSTRUCTION NOTES OCONCRETE CURB. SEE CIVIL ENGINEERING DWGS. FOR DETAILS AND SPECIFICATIONS. ABBREVIATIONS LEGEND O P.C.C. SIDEWALK. SEE CIVIL ENGINEERING DWGS. WITH PROPERTY INE GENT FOR DETAILS AND SPECIFICATIONS. O WHEELCHAIR RAMP (TYP). SEE CIVIL ENGINEERING DWGS. C.L. CENTERLINE FOR DETAILS AND SPECIFICATIONS. O CATCH BASIN (TYP). SEE CIVIL ENGINEERING DWGS. P.A. PLANTING AREA FOR DETAILS AND SPECIFICATIONS. O STREET LIGHT (TYP). SEE CIVIL ENGINEERING DWGS. P.L. PROPERTY LINE FOR DETAILS AND SPECIFICATIONS. OFIRE HYDRANT (TYP). SEE CIVIL ENGINEERING DWGS. R RADIUS 6 FOR DETAILS AND SPECIFICATIONS. OCONCRETE MOW CURB (TYP.) SEE DETAIL 1, SHEET 20. SEE O IRRIGATIONIAND MILLS WALKTE LAYOUT INS FOR THIS AREA.NTING, DETAIL CALL O U T ONATURAL BOULDERS. SEE DETAIL 2, SHEET 20. 1 TEMPORARY REDWOOD HEADER. DETAIL NUMBER SEE DETAIL 3, SHEET 20 LANDSCAPE EASEMENT LINE 4 12 COVERED TREEWELL TYP. SEE CITY OF ONTARIO STANDARD DRAWINGS LC-20 ACCEPTED FOR CONSTRUCTION JUL Y27, 1995 DETAIL SHEET NUMBER :I CITY OF ONTARIO PUBLIC FACILITIES DEPARTMENT Q CITY OF RANCHO CUCAMONGA ] Lo %-ve-*w By e-7 DATE ACCEP TED B �►� � FOURTH ST. MEDIAN ISLAND ONLY O0 REVISIONS DESIOWD ey acs 1019.X69 MARK DATE By APPROVED/ACE NO. DATE 8/29/95 CITY OF ONTARIO BENCH MARK NO. ELEV. T LRM, LTD. LANDSCAPE ARCHITECTURE CONSTRUC -/D/V/L A YOU PL 14N SHEET»_ OF 6l tl/1t/� ,IA9 till IT.1 �oClf><TEII LOCATION: 1J 5807 UPLANDER WAY — DRAWN BY JAG/7K ,p S.B. CO. B.M. SPSN 01084 R m CULVER CITY, CALIFORNIA 90230 CONTRACT w 6/29/95 REYEWED By/ LjVWWD* M L 1 M 1 i E . (310) 568-8900 PHONE (310) 670-1418 FACSMILE FOURTH STREET T PM N0. 1362 (� DAAACCOUNT 0N1� 1" BOLT TOP OF CURB N. SIDE "G" STREET 500'x E. p p CHECKED BY Ac r>en B / �6 OF CL DAY CREEK CHANNEL: 1'E. END W'L Y DRIVE �'`" 7 'E - "�" "E' °"*� STA . V 9+V 0 T O STA. 9 6+ 0 0 D G NO. L P 13.DGN DATE DATE TO 5125 "G" STREET, 0.9 MILES W. OF ETIWANDA. 1179 12/31/96 (� •�'S 00 y�� 2 I I 1 1 1 9 1 1 1 1 O) I— 1 _1Jd 97 g g 99 — 10 0 --- — - - - - W --- ---------------------------------- ------- - - - ------------- - -----------E--------------4------------------------ -- --- ------------------------------------ --------------------------------- 101------------------------------- 01 11 +' _ tl) 1 1 W 1 W 1 W 1 W � 1 1 � 6 PRECAST CONCRETE PAVERS co I 1 NI o; 20 �� �� co FOUR TH S TREE T ,_, pI co, �, 1 W 1 +I "' co °'' �� 1 `n I 1 co' co 'i +I •I +, W 1 6 �I o a oI oI Z 1 �i °0 r Fa-i a QI ao a QI o a Ni } �i �i o a�I �I 1 Z J >- f-I 0 >- �I 10 < < Q I <I 1 — cn I cv to 1 a f- to I ih ►- co I 'v F- , �i �i v �—I t~n i J P.A. Li R=398 P.A. -momP,A. ,,.. .,, R�8 P A > R=688 — — — — — 1 � ~ 12 1 ao a 1 1 I 1 I 11 1 CONSTRUCTION NOTES , 1 O CONCRETE CURB. SEE CIVIL ENGINEERING DWGS. FOR DETAILS AND SPECIFICATIONS. OP.C.C. SIDEWALK. SEE CIVIL ENGINEERING DWGS. FOR DETAILS AND SPECIFICATIONS. ABBREVIATIONS LEGEND APEX OF CURVE TANGENT O WHEELCHAIR RAMP (TYP). SEE CIVIL ENGINEERING DWGS. WITH PROPERTY LINE FOR DETAILS AND SPECIFICATIONS. O CATCH BASIN (TYP). SEE CIVIL ENGINEERING DWGS. C.L. CENTERLINE FOR DETAILS AND SPECIFICATIONS. POINT OF CURVE O STREET LIGHT (TYP). SEE CIVIL ENGINEERING DWGS. P.A. PLANTING AREA TANGENTCY TYP. FOR DETAILS AND SPECIFICATIONS: OFIRE HYDRANT (TYPI. SEE CIVIL ENGINEERING DWGS. P.L. PROPERTY LINE 6 FOR DETAILS AND SPECIFICATIONS. OCONCRETE MOW CURB (TYP.) SEE DETAIL 1, SHEET 20, R RADIUS O SEE ONTARIO MILLS SITE DRAWINGS FOR PLANTING, IRRIGATION AND WALK LAYOUT IN THIS AREA. ONATURAL BOULDERS. SEE DETAIL 2, SHEET 20. DETAIL CALL O U T 10 TEMPORARY REDWOOD HEADER. SEE DETAIL 3, SHEET 20 1 LANDSCAPE EASEMENT LINE DETAIL NUMBER COVERED TREEWELL TYP. SEE CITY OF ONTARIO STANDARD DRAWINGS 4 ACCEPTED FOR CONSTRUCTION JUL Y27, 1995 0Lc-20 CITY OF ONTARIO PUBUC FACIUTIES DEPARTMENT e CITY OF RANCHO CUCAMONGA DETAIL SHEET NUMBER O _ REVIEWED Br y C DATE Lo ACCEPTED 91/ DAT FOURTH ST. MEDIAN ISLAND ONLY REVISIONS DESIGNED By­ML 00 MARK DATE BY APPROVED/RCE NO. pA� 6/29/95 CITY OF ONTARIO BENCH MARK NO. ELEV. /013. 69 LRM, LTD. LANDSCAPE ARCHITECTURE CONSTRUCT/O/V/L A YOU PL 1I N SHEET 18 OF 61 JAa n+ LOCATION: 5807 UPLANDER WAY DRAWN BY JAG/TK S.B. CO. B.M. SPSN 01084 L R m CULVER CITY, CALIFORNIA 90230 CONTRACT _ w DA TE e/2>P/ys REYEWED a LIM L , M , , c s (310) 568-8900 PHONE (310) 670-1418 FACSMILE FOURTH STREET PM NO. X362 °i"� / 1" BOLT TOP OF CURB N. SIDE "G" STREET 500'x E. ^ ACCOUNT CHECKED BY y / �O OF CL DAY CREEK CHANNEL: 1'E.END W'L Y DRIVE v. sr u en u� w►. EYJW9 DATE / S TA .. 96+ OD TO STA . 101+ 70 D G . NO. L P 14.DGN 0 ACCEPTED B 1179 12/31/96 frp- L �� M DATE DATE TO 5125 "G" STREET, 0.9 MILES W. OF ETIWANDA. ■ ■ . M C ILINE SEE SHEET 18 DETAIL CALL OUT I I i • DETAIL NUMBER I ! � I I � I I / J i 4 i I I P.AIr i DETAIL SHEET NUMBER I ! I I / / I 6 PRECAST CONCRETE PAVERS 0 APEX OF CURVE TANGENT I ! / WITH PROPERTY LINE ( i 15'-0" I / I 3'-0w 1 STA. 103+00 / A •� I I w (J I 5'-0- i 10 11 TYP. I n 7'-Ow 1 A 7 i/ P.A. ! D p P.A. ;O O i wt P.A. I / I A a ALIGN v) o r 5 3 � I 2 P. I 6 ! ---------------------------------- ----------- CONSTRUCTION NOTES O CONCRETE CURB. SEE CIVIL ENGINEERING DWGS. 1 FOR DETAILS AND SPECIFICATIONS. P.C.C. SIDEWALK. SEE CIVIL ENGINEERING DWGS. 2 SRA NKL /N AVENUE FOR DETAILS AND SPECIFICATIONS. 3 WHEELCHAIR RAMP (TYP1. SEE CIVIL ENGINEERING DWGS. - FOR DETAILS AND SPECIFICATIONS. OCATCH BASIN (TYP). SEE CIVIL ENGINEERING DWGS. FOR DETAILS AND SPECIFICATIONS. i O 5 STREET LIGHT (TYP). SEE CIVIL ENGINEERING DWGS. n PL FOR DETAILS AND SPECIFICATIONS,FIRE , © FOR DETAILS AND P). SEE CIVIL SPECIFICATIONS.ENGINEERING DWGS. ABBREVIATIONS LEGEND P.A. 1 O CONCRETE MOW CURB (TYP.) SEE DETAIL 1, SHEET 20. 10 11 I C.L. CENTERLINE \ O SEE ONTARIO MILLS SITE DRAWINGS FOR PLANTING, IRRIGATION AND WALK LAYOUT IN THIS AREA. P.A. PLANTING AREA O NATURAL BOULDERS, SEE DETAIL 2, SHEET 20. P.L. PROPERTY LINE � N 10 TEMPORARY REDWOOD HEADER. 1 SEE DETAIL 3, SHEET 20 R RADIUS �\ I 11 LANDSCAPE EASEMENT LINE \ I 1Z COVERED TREEWELL TYP. SEE CITY OF ONTARIO i STANDARD DRAWINGS \ , I ACCEPTED FOR CONSTRUCTION JUL Y27, 1995 low ' I CITY OF ONTARIO PUBLIC FACILITIES DEPARTMENT LI IT OF WO < ' I I CITY OF RANCHO CUCAMONGA I 1 _ Sc, �E r _ rlEV*'*W BY L o DAYE N A TED 14.� � 2��' FOURTN ST. MEDIAN ISLAND ONLY REVISIONS DMGWO 00 eY acl _ BENCH MARK NO. ELEV. r0�3.�69 7- DATE BY APPROVEDIRCIEE W. pA� 8/29/95 CITY OF ONTARIO L LRM, LTD. LANDSCAPE ARCHITECTURE CONSTRUCTION11L A YOU/7'- PL .4IV SHEET 19 OF 61 LOCATION: 5807 UPLANDER WAY w DRAWN BY JAG/TK S.B. CO. B.M. SPSN 01084 M CULVER CITY, CALIFORNIA 90230 CONTRACT DATE— a/2�/ars REVEY&M eY L R • M L M I T [ R (310) 568-8900 PHONE (310) 670-1418 FACSMILE FOURTH STREET PM NO. 1362 ui °i'�M 1" BOLT TOP OF CURB N. SIDE "G" STREET 500'jc E. ACCOUNT cr+�c n By ACCEPTED BY OF CL DA Y"CREEK CHANNEL: V E. END WL Y DRIVE ti BY LAUM01 "�" ' �"� STA" 101+ 70 T O STA . 105+ 00 D G N. N o. L P 15.OGN _C MEW DATE �►� TO 5125 G STREET" 0.9 MILES W. OF ET/WANDA. 1179 12/31/96 4; . GENERAL NOTES 1. ALL WORK SHALL BE DONE IN STRICT CONFORMANCE WITH CURRENT j CITY OF ONTARIO STANDARD DRAWINGS, STANDARD AND SPECIAL Z SPECIFICATIONS, UNLESS NOTED OTHERWISE. STREFT IMPROVFMENTS FOR THE ONTARIO MILLSX t� 2. ALL REFERENCED STANDARDS ARE CiTY OF ONTARIO UNLESS OTHERWISE NOTED. CONSTRUCTION NOTES & QUANTITY ESTIMATES 4TH sTREEr 3. STATE LAW SB 3019 REQUIRES THE CONTRACTOR TO CONTACT QUANTITIES SHOWN HEREON ARE ESTIMATES ONLY. THE CONTRACTOR MUST PREPARE /i, UNDERGROUND SERVICE ALERT AND OBTAIN AN IDENTIFICATION NUMBER HIS OWN QUANTITIES AND BID A COMPLETE JOB. '' i PRIOR TO THE ISSUANCE OF CITYS ENCROACHMENT PERMIT. THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT ITEM QUANTITYLAi (1-800-422-4133, 48 HOURS MINIMUM) IN ADVANCE OF ANY CONSTRUCTION �.��/: /; , //� j�� Z Q ACTIVITIES THAT CAN AFFECT ANY UNDERGROUND UTILITIES. CONSTRUCT 0.55 AC OVER 0.75 CAB (FOURTH STREET).* 118,010 SF PROJECT i ��j//�//� ///i//� U4. THE CONTRACTOR SHALL NOTIFY SOUTHERN CALIFORNIA EDISON 2 CONSTRUCT 0.55' AC OVER 0.75' CAB INLAND EMP/RE BLVD .• i ( ) 262,280 SF ,�;; ,, ;. i/,�//� COMPANY 24 HOUR PRIOR TO COMMENCEMENT OF WORK IN THE GENERAL �� O CONSTRUCT a55 AC OVER 0.75 CAB (ROCHESTER AVENUE).• 72,800 SF AREA OF THEIR EXISTING FACILITIES. 5 CONSTRUCT a55' AC OVER 0.75' CA (SA*GRASS AVENUE). 13,200 SF 5. THE CONTRACTOR SHALL EXAMINE CAREFULLY THE SITE OF THE WORK CONTEMPLATED. THE PLANS AND SPECIFICATIONS, THE O CONSTRUCT 0.55 AC OVER 0.75 CAB (FRANKLIN AVENUE).• 29,750 SFI'//LL ;;�i ' SUBMISSION OF A BID SHALL BE CONCLUSIVE EVIDENCE THAT THE CONTRACTOR HAS INVESTIGATED AND IS SATISFIED AS TO THE O7 CONSTRUCT 0.55' AC OVER 0.75' CAB (CONCOURS DRIVE).* 13,900 SF INLAND EMPIRE BOULEVARD Q CONDITIONS TO BE ENCOUNTERED AS TO THE CHARACTER, QUALITY AND SCOPE OF THE WORK TO BE PERFORMED, THE QUANTITIES OF O CONSTRUCT 0.55' AC OVER 0.75' CAB (MALL DR/VE).• 22,345 SF 2 j MATERIALS TO BE FURNISHED AND AS TO THE REQUIREMENTS OF THE 3 BID PROPOSAL, PLANS AND SPECIFICATIONS. 9O CONSTRUCT FULL DEPTH AC PAVING PER PLAN. 3,270 SF VICINI TY MAP Z 6. THE CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL 10 CONSTRUCT 8" CONCRETE CURB & GUTTER TYPE "B" PER 13,900 LF NOT TO SCALE W 'K FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY CITY OF ONTARIO STD. DWG. NO. 105. Q Ib RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING 11 CONSTRUCT 8" CONCRETE CURB TYPE ' PER 14,910 LF 30 DIRECTLY OR INDIRECTLY FROM HIS OPERATION WHETHER OR NOT SHOWN ON THESE PLANS. CITY OF ONTARIO STD DWG NO. 105. 12 CONSTRUCT CONCRETE SIDEWALK PER CITY OF ONTARIO 53,710 SF �1 ` I J 1i (.yTY OF RANCHO GYICAMON 7. ALL OBSTRUCTIONS WITHIN THE AREA TO BE IMPROVED ARE TO STD DWG NO. 109A & 109E (SEE PLAN FOR WIDTH). GA J sRrr a I sir . --1 BE REMOVED OR RELOCATED BY THEIR RESPECTIVE OWNERS AT THE DIRECTION OF THE CITY ENGINEER. THE CONTRACTOR IS REFERRED 13 CONSTRUCT WHEEL CHAIR RAMP PER CITY OF ONTARIO 19 )AA CITY OF ONTARIO - TO SECTION 5 OF THE STANDARD SPECIFICATIONS. STD DWG NO. 111. 8. ALL UTILITIES WERE LOCATED FROM RECORDS AND WERE NOT 14 CONSTRUCT 5' WIDE MEANDERING WALK SEE LANDSCAPE 9,130 SF LOCATED IN THE FIELD. THE CONTRACTOR IS REFERRED TO SECTION ARCHITECT'S PLAN FOR HORIZONTAL CONTROL. 5 OF THE STANDARD SPECIFICATIONS. \ i 15 CONSTRUCT CONCRETE CROSS GUTTER PER CITY 6,890 SF �. 9. ALL TRENCHING AND/OR SHORING SHALL MEET REQUIREMENTS OF OF ONTARIO STD DWG NO. 108. -- 16REMOVE EXIS77NG AC AB. 425,000 SF �CAL.O.S.H.A. 10. CONTRACTOR SHALL SUBMIT COPIES OF HIS DEPARTMENT OF 1© REMOVE EXISTING CONC. CURB GUTTER. 8,720 LF , II INDUSTRIAL SAFETY PERMIT TO THE CITY OF ONTARIO AND THE CITY ! i OF RANCHO CUCAMONGA. 18 REMOVE EXIS77NG CONC. CROSS GUTTER. 1,300 SF , 19 REMOVE EXISTING CATCH BASIN, LOCAL DEPRESSION AND INSTALL 1 EA 11. IN CASE OF ANY ACCIDENTS INVOLVING SAFETY MATTERS CONCRETE PLUG AT THE OPENING ON TOP OF THE EXIST. 8'X3' RCB. -- COVERED BY SECTION 6409-(1 B) OF THE CALIFORNIA LABOR CODE, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE STATE DIVISION ® CONSTRUCT LOCAL DEPRESSION PER CITY OF ONTARIO 1 EA - ' \ OF INDUSTRIAL SAFETY AND THE CITY OF ONTARIO. STD DWG NO. 304. 12. STATIONING IS ALONG CENTERLINE OF STREET UNLESS 21 CONSTRUCT CATCH BASIN NO. 3 PER LACFCD STD DWG NO 2-D163. i EA : , sit. g O OTHERWISE NOTED. REMOVE A 12" DIAMETER PORTION OF THE TOP OF THE EXISTING 1 EA -- A NOT PLACED UNTIL ALL UNDERGROUND 8'X3' RCB ALIGNED /N THE MIDDLE OF THE PROPOSED CATCH BASIN. r- 13. PAVEMENTSH LL 0 BE LA FACILITIES HAVE BEEN INSTALLED, TESTED AND APPROVED BY THE CIN ENGINEER. CONSTRUCT REDWt�OD HEADER PER DETAIL ON SHEET 2. 2,560 LF ---------- -- ----- `- - ©4 EXIS77NG POWER POLE TO BE RELOCATED BY SCE FORCES 13 EA - 14. THE CONTRACTOR SHALL OBTAIN A NO-FEE TRAFFIC CONTROL PERMIT 48 HOURS PRIOR TO THE TIME OF CONSTRUCTION WITHIN THE ` REMOVE EXISTING CHAIN LINK FENCE. 1,130 LF INDICATES SHEET NUAABER PUBLIC RIGHT-OF-WAY. THE CONTRACTOR IS REFERRED TO SECTION 7-10.3 OF THE STANDARD SPECIFICATIONS. ©6 REMOVE EXISTING SIGN 5 EAWE 15. THE CONTRACTOR SHALL RENEW OR REPLACE ANY EXISTING © REMOVE EXISTING TRAFFIC SIGN. 13 EA l i OR PAVEMENT MARKING, WHICH DURING HIS ADJUST EXIS77NG GAS VALVE TO GRADE. 1 EA ;I SHEET INDEX MAP STRIPING AND/OR ® NOT TO SCALE � OPERATIONS HAVE BEEN EITHER REMOVED OR THE EFFECTIVENESS OF _ WHICH HAS BEEN REDUCED. RENEWAL OF PAVEMENT STRIPING AND ©9 EXISTING FIRE HYDRANT ASSEMBLY TO BE RELOCATED AND ADJUSTED 3 EA MARKINGS SHALL BE DONE IN CONFORMANCE WITH SECTION 310-5.6 TO GRADE BY OTHERS PER OFFS/TF WATER PLANS OF THE STANDARD SPECIFICATIONS. ® EXISTING AIR VAC TO BE RELOCATED BY OTHERS PER OFFSITE WATER PLANS 2 EA 16. SEWER AND DRAINAGE MANHOLES, AND WATER VALVE BOXES 31 EXIS77NC STEEL BOLLARDS TO BE REMOVED 2 EA SHALL BE RAISED TO GRADE BY THE PAVING CONTRACTOR. © RELOCATE EXIS77NG SIGN TO BEHIND PROPOSED CURB AND GUTTER 3 EA SHEET INDEX 17. PAVEMENT THICKNESS SHOWN IS FOR BID COMPARISON ONLY. © PROPOSED CATCH BASIN AND LOCAL DEPRESSION TO BE CONSTRUCTED 11 EA SHEET NO. NAME FINAL A.C. PAVEMENT THICKNESS SHALL BE DETERMINED BY A SOIL TEST PRIOR TO PAVING. BY OTHERS PER PUBLIC STORM DRAIN PLANS. 1 71 TLE SHEET 18. THE CONTRACTOR SHALL CHIP OR STAMP A TWO INCH "S", "Wr D ADJUST SEWER/STORM DRAIN MANHOLE TO GRADE. 11 EA 2 CROSS SECTION SHEET OR "SD" IN CURB FACE OR TOP OF CURB TO IDENTIFY THE ® ADJUST WATER VALVE TO GRADE. 1 LS LOCATIONS SEWER, WATER OR STORM DRAiN SERVICES. 3-5 PLAN & PROFILE FOURTH STREET 19. THE CONTRACTOR SHALL PROVIDE TO THE OWNER, ENGINEER AND ® EXISTING GTE MANHOLE TO BE RELOCATED BY GTE FORCES. 1 EA 6-9 PLAN & PROFILE INLAND EMPIRE BOULEVARD REMOVE THE CITY OF ONTARIO AND THE CITY OF RANCHO CUCAMONGA A © EXIS77NG A.C. BERM. 80 LF COMPLETE SET OF "AS-BUILT" DRAWINGS WITH LOCATIONS AND ELEVATIONS OF ALL UTILITIES. ® REMOVE EXISTING DIRT/AC BERM. 500 CY 10-12 PLAN PROFILE ROCHESTER AVENUE 20. AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM STATE ©9 REMOVE EXISTING TREE 3 EA 13 PLAN & PROFILE SA*VRASS AVENUE & FRANKLIN AVENUE (NORTH) PRIOR TO COMMENCEMENT OF ANY WORK WITHIN CALTRANS RIGHT- OF-WAY. O ADJUST EXISTING GTE MANHOLE TO GRADE. 1 EA 14 PLANPROFILE MALL DRIVE CONCDURS 21. THE STRUCTURAL SECTIONS SHOWN ARE ASSUMED. AT THE 41 REMOVE EXISTING CONCRETE DRIVEWAY. 280 SF 15 PLAN & PROFILE FRANKLIN AVENUE (SOUTH) a ONTARIO MILLS DRIVE (SOUTH) COMPLETION OF ROUGH GRADING A SOILS TEST INCLUDING R-VALUE SHALL BE DETERMINED AND A MATERIAL REPORT SHALL BE PREPARED 4© CONSTRUCT SPECIAL DRIVE APPROACH PER CITY OF ONTARIO STD. DWG 107. SF BY A QUALIFIED GEOTECHNICAL ENGINEER. THE REPORT SHALL INCLUDE RECOMMENDED STRUCTURAL SECTIONS AND SHALL BE 4© REMOVE EXIS77NG LOCAL DEPRESSION. 1 EA SUBMITTED FOR CITY ENGINEER REVIEW AND APPROVAL. 44 REMOVE EXISTING CATCH BASIN. 1 EA PRIVATE ENGINEERS NOTICE TO CONTRACTORS THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PiPES OR STRUCTURES SHOWN ON THIS PLAN ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR 46 CONSTRUCT AC DIKE PER CITY OF ONTARIO STD. DWG. 112. 160 LF IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS. Q INSTALL SCHEDULE 40 PVC PIPE PER LANDSCAPE ARCHITECT PLANS (SIZE AS SHOWN). LF ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE CALIFORNIA COUNCIL OF CIVIL ENGINEERS ! LAND SURVEYORS PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE 49 CONSTRUCT 0.25' AC OVER 1.0' COMPACTED NATIVE. 24,230 SF CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE wiTH GENERALLY ACCEPTED TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL CONSTRUCTION PRACTICES CONSTRUCTION CONTRACTOR MAIL BE REQUIRED TO ASSUME SOLE AND COMPLY *ATH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS OF THE U.S. CONSTRUCT MIN. 0.10' AC OVERLAY. 19,124 SF COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF DEPARTMENT OF LABOR, AND WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT RELATIONS'"CONSTRUCTION SAFETY ORDERS. SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND 51 CONSTRUCT BARRICADE PER CITY OF ONTARIO STD. DWG. NO. 502 3 EA CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN THE CIViL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS AND c QOF Ess PROFESSIONAL PROFESSIONAL HARMLESS FROM ANY AND ALL LIABiLTY, REAL OR ALLEGED. IN CONNECTION WITH SUBCONTRACTORS' COMPLIANCE WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS Q COLD PLANE EXISTING PAVEMENT (DEPTH 0.10;WIDTH OF 5') 7,083 SF �G AGE M ',� THE PERFORMANCE OF WORK ON THiS PROJECT, EXCEPTING LIABILTY ARISING FROM THE SOLE OF THE U.S. DEPARTMENT OF LABOR OR MATH THE STATE OF CALIFORNIA DEPARTMENT ? `�P VR� �� NEGLIGENCE OF DESIGN PROFESSIONAL OF INDUSTRIAL RELATIONS' 'CONSTRUCTION SAFETY ORDERS'. © CONSTRUCT 10" CONC. CURB TYPE B PER CITY OF TAR10 SID. CMG. N0. 105 630 LF y CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME sow AND COMPLETE RESPONSIeiLITY CITY OF RANCHO CUCAMONGA .g � " "_'°` s FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, �+ CiTI' ACCEPTANCE OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY 4 CONS7R�JCT HANDICAPPED ACCESS RAMP PER CITY OF RANCHO CUCAMONGA 1 EA Q � � FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. STD. DWG. NO. 102 ♦ s 8 UPON REQUEST OF THE CITY INSPECTOR, THE REQUIRED PLAN REVISIONS SHALL BE CONTINUOUSLY AND NOT BE UNITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR PROMPTLY SUBMITTED TO THE CITY ENgNEER FOR REVIEW. RECOMMENDED BY SHALL DEFfND,INDEMNiFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND "'_ - J' ALL LIABILITY. ITY. REGI O FOR ALLEGED. IN ARISINGC FROAI�TTMHE THEPERFORMANCE ENEGLI(:EN THE OWNER ON TMOR �� ' SEE GENERAL NO 1. �' !'lF CIYI� N�' CALL 0 ENGINEER. ACCEPTED BY - C-1 NEER Q REVISED QUANT177ES, ADDED CONSTRUCTION N07E NO. 54. Of AD 108 SHEET 2 OF 189 K E VI SI ON S ,u.H.�. c.R.c. DESIGNED BY _ 1_ _ 1°13.469 WI LLI AM SON & SCHMID SHEET 1 OF 15 MARK DATE BY APPROVED/RCE NO. DATE 3-1_95 BENCH MARK N0. ELEV. 0- 95 MH.,W CITY OF ONTARIO LOCATION: STREET IMPROVEMENT PLANS CONTRACT DRAWN BY �-�'+/�.� S B. CO. B.M. sPSN 01084 H U I TT- Z 0 L L A R S PM �, 32s DATE ,3-x_95 RE EWED BY �/1_ ,,,�,,� ,�� ♦ TITLE SHEET AND GENERAL NOTES nol s Iruticrll AMS, sl>:. c • pITNdO, cKlFofal+� �tr�1 . (+a) �e�oo ACCOUNT pA1E 1" BOLT TOP OF CURB N. SIDE "G" STREET 500'.* E. CONSTRUCTION NOTES do QUANTITY ESTIMATE CHECKED BY ACCEPTED BY �z;,/ OF CL DA Y CREEK CHANNEL: I' E. END WL Y DRIVE APPROVIM&Y 'MAURICE H. MURAO R.GE. 6 30/E7crVR/ cAW DATE pTr WE TO 5125 "G" STREET 0.9 MW.ILES OF ET7WANDA. 33366 98 �Ls1sr DWG. N0. 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