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Home My WebLink About1851 „ 1! as TREET IMPRO-- VEME NT PLANS TIWANDA AV NU at SAN B RNARDINO AV NU 4th STR T K SER COMMERCE CENTER AI I � GENERAL NOTES 1 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THIS PLAN AND THE SAN BERNARDINO = I W C (J' J\J T �l !� F' � � COUNTY STANDARDS AND SPECIFICATIONS. Z fr 2. A PERMIT WiLL BE REQUIRED FROM THE COUNTY OF SAN BERNARDINO PRiOR TO ANY MONUMENT PRESERVATION NOTE i ``` ENCROACHMENT OR CONSTRUCTION WITHIN THE COUNTY OF SAN BERNARDINO EASEMENTS o jI NT T EXIST AS SHOWN ON RECORD MAPS, HIGHWAY MAPS, OR � I Ij SHEET 5 & 8 1 OR RIGHT-OF-WAYS. SURVEY MONUMENTS THA � 1 POINTS THAT PROVIDE SURVEY CONTROL WITHIN THE CONSTRUCTION AREA, SHALL BE �''=''''�% + ' 3. AN ENCROACHMENT PERMIT IS REQUIRED FROM THE CITIES OF ONTARIO AND RANCHO LOCATED AND REFERENCED OUT BY A LICENSED LAND SURVEYOR OR REGISTER CIVIL --t -- - --�- --- ° 1 _ _ _ CUCAMONGA PRIOR TO ANY CONSTRUCTION WITHIN THEIR RESPECTIVE JURISDICTIONS. ENGINEER (AUTHORIZED TO PRACTICE LAND SURVEYING), AND CORNER RECORDS SHALL _ 1 �� _ BE FILED WITH THE COUNTY SURVEYOR PRIOR TO THE START OF CONSTRUCTION. THESE —� 4th STREET ___.. 1 _.___Tom_.__._, _- _.. BERNARDINO AVENUE _ _ _ _ _._._____ 4. IF ASPHALT CONCRETE IS TO BE PLACED DIRECTLY ON SUBGRADE OF ROAD OR DRAINAGE __._l...._._. __ _ ___ CORNER RECORDS SHALL DESCRIBE THE MONUMENTS FOUND WITH TiE DISTANCES TO 1 ___” ; X /�' 1 - __�..�_._.._...___.._____._.--_.-.- - "- - FACILITIES, A SOILS STERILANT REGISTERED BY THE EPA FOR USE UNDER AC a>nd PCC REFERENCE POINTS FOR RESETTING OF THE SURVEY MONUMENT. WHEN CONSTRUCTION 1 ; SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE IS COMPLETED, MONUMENTS SHALL BE SET AND CORNER RECORDS SHALL BE FILED WITH 1 FULL PAVEMENT WIDTH PRIOR TO PAVING. THE COUNTY SURVEYOR SHOWING THE NEW MONUMENTS. SHEET 4 5. AT THE COMPLETION OF ROUGH GRADING, A MATERIALS REPORT AND THE PROPOSED 1 1 STRUCTURAL SECTIONS SHALL BE SUBMITTED BY THE ENGINEER TO THE SAN BERNARDINO 1 1 COUNTY TRANSPORTATION DEPARTMENT, FIELD ENGINEERING DIVISION, TRANSPORTATION PERMITS SECTION FOR REVIEW AND EVALUATION BY THE PAVEMENT MANAGEMENT SECTION. NOTICE TO CONTRACTOR(S) THE SUBMITTAL SHALL INCLUDE A PLAN SHOWING THE LOCATION OF SAMPLING, A 1 1 TABULATION OF SIEVE ANALYSIS AND SAND EQUIVALENT TEST RESULTS, A STATEMENT OF THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS �4 1 1 RECOMMENDED STRUCTURAL SECTION AND TEST DATA SHEETS FOR ALL R-VALUE TESTS OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE i DO 1 PERFORMED, INCLUDING EXPANSION PRESSURE READINGS. APPROVAL WILL BE GIVEN AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING 1 W I WHEN ALL STRUCTURAL SECTION REQUIREMENTS HAVE BEEN MET. UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO �� 1 TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON 'Sp' ; ! _ ; 6. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTED THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND to RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR ORIGINAL GROUND AND ALL SUBGRADES SHALL BE PERFORMED AT NO COST TO SAN 1 1 NOT SHOWN ON THESE DRAWINGS. 1 1 BERNARDINO COUNTY. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CONTRACTS ADMINISTRATION DIVISION OF SAN BERNARDINO COUNTY 1 ' 1 CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY TRANSPORTATION DEPARTMENT FOR APPROVAL PRIOR TO PLACEMENT OF BASE MATERIAL 1 1 FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, 1 j 1 AND/OR SURFACING. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; THAT THE 1 ; INDEX MAP 7. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE COUNTY, THE OWNER, AND �� .,,j moo� SCALE: 1" = 200' CONTRACTS ENGINEER OF SAN BERNARDINO COUNTY TRANSPORTATION LiSTING ALL TESTS THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN OR DETERMINATION COMPLETED TO VERIFY: CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. t A. R-VALUE, SIEVE ANALYSIS, and EQUIVALENT OF AGGREGATE BASES. B. STABILITY, OIL CONTENT, and SIEVE ANALYSIS OF ASPHALT SURFACING. CONSTRUCTION ITEMS QUANTITIES REMOVAL ITEMS QUANTITIES 8. ALL LATERAL CUTS IN COUNTY MAINTAINED ROADWAYS SHALL BE TESTED TO VERIFY O DENSIFICATION TO 90% RELATIVE COMPACTION AT VARYING DEPTHS TO WITHIN 0.5,PLACE 61/24NCHES ASPHALT PAVEMENT OVER SIA-INCHES CLASS II BASE........................... 57,400 SF a SAWCUT EXISTING PAVEMENT TO CLEAN, STRAIGHT EDGE ................. . .............. ...... .. . 2,000 LF OF GRADING PLANE. THE TOP 0.5' SHALL BE DENSIFTIFIED TO 95%. PER GENERAL NOTE No. 5 21 REMOVE EXISTING AC PAVEMENT and BASE COURSE. .. ............................................. . 36,200 SF I, O CONSTRUCT 8-INCH CURB&GUTTER PER THE COUNTY OF SAN BERNARDINO . . ............ ...... 1,310 LF 9. ALL LONGITUDINAL CUTS SHALL BE TESTED IN ACCORDANCE WITH THE SPECIFIED LIMITS STANDARD DRIVING No. 115 ED REMOVE EXISTING CONCRETE CURB & GUTTER. . ... . . . ........... ...... ......... . ................... . 900 LF AND FREQUENCY AS OUTLINED IN SECTION 6 OF THE SAN BERNARDINO COUNTY STANDARDS AND SPECIFICATIONS, I O3 CONSTRUCT 84NCH CURB&GUTTER, TYPE"B", PER THE CiTY OF ONTARIO . ...................... 318 LF 23 POWER POLES TO BE RELOCATED BY OWNER....................... ... ................... ........... 5 EA STANDARD DRAWING No. 114 - SEE DETAIL SHEET 10 10. IMMEDIATELY FOLLOWING REMOVAL OF EXISTING PAVEMENT, , CURB, AND/OR GUTTER, , 24 TRAFFIC SIGNAL POLES TO BE RELOCATED PER SEPARATE SiGNAL PLANS........................ 6 EA W I THE CONTRACTOR SHALL DILIGENTLY PURSUE THIS PORTION OF WORK UNTIL COMPLETION. O4 CONSTRUCT 8-INCH CURB&GUTTER A2-8 PER THE CITY OF RANCHO CUCAMONGA.. ........... 359 LF STANDARD PLAN 104 - SEE DETAIL SHEET 11 25 STREET LIGHT TO BE RELOCATED AS SHOWN ON SHEET 7 HEREON . . . ......... .................... 1 EA 11. TRANSPORTATION DEPARTMENT APPROVAL DOES NOT INCLUDE WATER OR SEWER SYSTEM CITY 05 CONSTRUCT 64NCH CURB&GUTTER, TYPE A2-150(6), PER STANDARD PLAN 120-1.... ............ 73 LF � ELECTRICAL VAULT TO BE RELOCATED BY OWNER. . . ..... ....... . . ... . , .............................. 2 EA OR ESTIMATE OF QUANTITIES. � CITY OF � OF THE STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION 27 . RANCHO PULL BOX TO BE RELOCATED BY OWNER ............. .. ............... .. .......... ...I.......I........ 9 EA I � CUCAMONGA FONTANA Og CONSTRUCT t3-INCH CURB, TYPE A1-150(6), PER STANDARD PLAN 120-1........ ........:..... ....... 516 LF 12. A PERMIT SHALL BE OBTAINED FROM THE COUNTY TRANSPORTATION DEPARTMENT PRIOR OF THE STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION 28 CABLE TV BOX TO BE RELOCATED BY OWNER ........................ .. ....... TO ANY CONSTRUCTION ON THIS PROJECT. CITY LOM 13. ALL PIPE LINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES WATER SAN BERNARD I NO COUNTY O CONSTRUCT CURB RAMP PER THE COUNTY OF SAN BERNARDINO STANDARD .................... 6 EA 29 REMOVE EXISTING CATCH BASIN and INTERFERRiNG PORTIONS OF EXISTING. ...............,.... 3 EA , DRAWING No. 11 OA DRAIN PIPE METERS, VALVES, HYDRANTS, Etc., SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE FOOTHILL BOULEVARD LIMITS OF THIS DEVELOPMENT OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO OCONSTRUCT WHEELCHAIR RAMP PER THE CiTY OF ONTARIO STANDARD .. . ....................... 1 EA REMOVE EXISTING CONCRETE WALKWAY. ............................ .. . .................:............ 1,200 SF BE DONE AND REQUIRED TO BE REMOVED OR RELOCATED, SHALL BE REMOVED OR DRAWING No. 127 - SEE DETAIL SHEET 10 RELOCATED AT DEVELOPER'S EXPENSE AND AT NO COST TO THE SAN BERNARDINO ARROW ROUTE 31 REMOVE and SALVAGE EXISTING CHAIN-LINK FENCE. ............................. ...... .............. 300 LF O CONSTRUCT HANDICAPPED ACCESS RAMP PER THE CITY OF RANCHO CUCAMONGA ............ 1 EA COUNTY TRANSPORTATION DEPARTMENT. IT SHALL BE THE DEVELOPER'S RESPONSIBILITY METROUi�( STANDARD PLAN 102 - SEE DETAIL SHEET 11 32 REMOVE and SALVAGE EXISTING ROADWAY SiGNS. .. ................ .. .......... .......,............. 13 EA TO NOTIFY ALL AGENCIES CONCERNED. PROJECT LOCATION 10 INSTALL REDWOOD HEADER ALONG EDGE OF AC PAVEMENT PER DETAIL ON ..................... PL ........ 638 LF PROTECT EXISTING UTILITY COVER IN- �tCE...................... ......... ... ..... .. ... ............. . 2 EA 14. EXISTING COUNTY ROADS WHICH REQUIRE RECONSTRUCTION SHALL REMAIN OPEN FOR SHEET 6 TRAFFIC AT ALL TiMES WITH ADEQUATE DETOURS DURING ACTUAL CONSTRUCTION. 11 COLD PLANE EXISTING PAVEMENT 5-R BEYOND SAWCUT LINE and FEATHER.. ............ 9,800 SF THE QUANTITIES SHOWIM HEREON ARE PROVIDED ONLY FOR THE USE OF THE OWMER. PROSPECTIVE K' ••.... tln�, 15. THE PRIVATE ENGINEER IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTABILITY AC PAVEMENT TO PRODUCE SMOOTH JOIN '�11+I BIDDERS SHALL MAKE THEIR OWN DETERMINATION OF THE QUANTITIES REQUIRED,AND SHALL BASE z U!!lIACOIRPORATID THEIR BiD ON THEIR OWN ESTIMATE OF THE WORK HEREON. IN THE EVENT OF DISCREPANCIES ARISING DURING CONSTRUCTION, o JTHE PRIVATE ENGINEER SHALL BE RESPONSIBLE FDR DETERMINING AN ACCEPTABLE � 12 CONSTRUCT LOCAL DEPRESSION PER THE COUNTY OF SAN BERNARDINO ................. ...... 1 EA 4th STREET " SAN BERNARDINO AVENUE STANDARD DRAWING No. 203 SOLUTION AND REVISE THE PLAN FOR APPROVAL BY THE COUNTY OF SAN BERNARDINO. CITY LIM►TS __ _ - __ __—� CITY DF ONTA R I 0 13 CONSTRUCT LOCAL DEPRESSION PER THE COUNTY OF SAN BERNARDINO ........... ............. 1 EA 16. SHOULD ANY EXISTING STOP SIGN BE LOCATED ON A DEVELOPED CORNER OF AN VALLEY C 1 TY etw STANDARD DRAWING No. 2038 INTERSECTION IT MUST BE MAINTAINED IN PLACE NEXT TO THE EXISTING PAVEidiENT UNTiL SAN. INDEX TO DRAWING SUCH TIME AS THE WIDENED ROADWAY IS OPEN FOR TRAFFIC. AT THAT TiME IT WILL BE I!, SAN BERNARDINO 10 � DF FREEWAY G CONSTRUCT LOCAL DEPRESSION, CASE A, PER THE CITY OF RANCHO CUCAMONGA. ............ 1 EA STANDARD PLAN 307 - SEE DETAIL SHEET 11 Sheet 1 TITLE SHEET RELOCATED THREE (3) FEET BEHIND THE NEW CURB IN THE VICINITY OF THE BEGINNING ', ( OF THE CURB RETURN OR AS OTHERWISE DIRECTED BY THE ENGINEER. C 1 T Y OF 4th ODHO 15 CONSTRUCT TYPE"A"CATCH BASIN PER THE COUNTY OF SAN BERNARDINO. .... .......... . ...... 2 EA Sheet 2 DEMOLITION PLAN- STREET/SAN BERNARDINO AVENUE --------- FONTANA O STANDARD DRAWING No. 206 (with 36"ACCESS COVER) Sheet 3 DEMOLITION PLAN-ETiWANDA AVENUE 17. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER PRIOR ONTAR/0 INTERNA T/ONA,� FONTANA CONSTRUCT CATCH BASIN PER THE CITY OF RANCHO CUCAMONGA STANDARD. ..... ............ 1 EA Sheet 4 PLAN and PROFILE-4th STREET IMPROVEMENTS Sheet 5 PLAN and PROFILE -SAN BERNARDINO AVENUE IMPROVEMENTS TO ANY STREET REMOVAL OPERATIONS BY THE CONTRACTOR SO THAT THE ENGINEER MAY AIRPORT COV11ITY 16 I TiE OUT EXISTING MONUMENTS. --------- 15 PLAN 300 - SEE DETAIL SHEET 11 Sheet 6 PLAN and PROFILE-ETiWANDA AVENUE IMPROVEMENTS (Ontario) 17 INSTALL 24-INCH RCP STORM DRAIN, 1350-D LOADING ..... . .. ................ ..............I......... 50 LF Sheet 7 PLAN and PROFILE-SABERETIWANDA AVENUE IMPROVEMENTS (Rancho MENT Cucamonga) 18. CURB and GUTTERS SHALL BE SO CONSTRUCTED THAT A MINIMUM OF PONDING OCCURS; I Sheet 8 PUN and PROFILE-SAN BERNARDINO AVENUE MEDIAN IMPROVEMENTS SECTIONS HAVING GRADIENT OF 0.50% OR FLATTER SHALL BE WATER TESTED IN THE G ADJUST EXISTING VAULT/MANHOLE/VALVE COVER TO GRADE . ........... ... ..................... 2 EA Sheet 9 STORM DRAIN IMPROVEMENTS PRESENCE OF THE INSPECTOR IMMEDIATELY PRIOR TO ACCEPTANCE. SECTIONS WMiiCH Sheet 10 DETAILS HAVE WATER PONDING MORE THAT 6-INCHES WIDE OR MORE THAN 4-FEET LONG SHALL 19 CONSTRUCT TRANSITION STRUCTURE PER STANDARD PLAN 340-1 OF THE........................ 2 EA Sheet 11 DETAILS STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION - SEE DETAIL SHEET 9 Sheet 12 STRIPING PLAN-ETIWANDA AVENUE &4th STREET BE SAWCUT AND REMOVED IN LENGTHS NOT LESS THAN 4-FEET AND REPLACED TO I'I 20 REDUCE PONDING TO THE MAXIMUM SPECIFIED. CONSTRUCT DRIVEWAY APPROACH PER THE COUNTY OF SAN BERNARDINO.. ... ................. 2 EA Sheet 13 STRIPING PLAN-SAN BERNARDiNO AVENUE STANDARD DRAWING No. 128 19. A NO FEE TRAFFIC CONTROL PERMIT SHALL BE OBTAINED FROM THE CITY OF ONTARIO 21 INSTALL DOUBLE DRIVE GATE PER SAN BERNARDINO COUNTY FLOOD CONTROL. ................ 2 EA ENGINEERING DEPARTMENT AT LEAST 48-HOURS PRiOR TO START OF CONSTRUCTION. VICINITY' MAP O DISTRICT SPEC. DRAWING 11 NOT TO SCALEFILE "°. 022 CONSTRUCT64NCH MOUNTABLE CURB, TYPE 81-150(6), PER STANDARD PLAN 121-1 . ............ 32 LF CITY OF RANCHO CUCAMONGA CITY OF ONTARIO OF THE STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION M-339 REC A�JDEO BY ROVED BY ACCEPTED BY 23 CONSTRUCT JUNCTION STRUCTURE PER STANDARD PLAN 333-1 OF THE .. ........................ 1 EA Ul STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTIONj� DATE I NEE DA ASSISTANT CITY ENGINEER DATE PLANS PREPARED UNDER SUPERVISION OF: FIELD BOOK NOTES COUNTY OF SAN BERNARDINO W.O. No. Underground Service Alert QROfESSIO,yg4 CONSTRUCTION BENCHMARK BENCHMARK 10-35-92 SBD STREET IMPROVEMENT PLANS FORE ,, Associated Engineers DEPARTMENT OF PUBLIC WORKS ROAD No. 0 OG �`�' �C, DESIGNED BY DRAY*BY CHECKED BYAA�� APPROVED BY y C t TOLL FREE y LOCATION: LOCATION: 3311 E. SHELBY STREET J.BERKELEY J.BERKELEY R.OTTE IM 333700 AB W 11. OTTIr f " �, 44 120 7D BRASS asK'TDF'�c«��SUPPORT ONTARIO, CALIFORNIA 91764 f V1�S E R COMMERCE CENTER -8OO POST FOR SW LEG OF HIGH VOLTAGE TOWER TEL. (909) 980-1 1111 Exp.06-30-05 01/3 MIRA LOMA-PADUA,WO 1-10&E/O ETIWANDA SUBMITTED BY C.D.E. L NO. AVENUE, 10-R NE10 RIW FENCE AND WB OFF FAX: (909) 1 ASST.DIRECTOR OF TRANSPORTATION DATE 97 9S 227-2600 }j�rF IV 1 E Q�\� RAMP,"ABOVE GROUND RECOMMENDE0IA P O1- BY SHEET Of Title Sheet OF C A�� TWO WORKING DAYS BEFORE YOU DIG ELEVATION: ELEVATION: 1012.039 R.C.E.No. 44120 (Exp.W30-05) DATE �b-U5 C.U.P. / W129-97 MARK IPPR DATE L NT ENGINEER DATE DIRECTOR OF TRANSPORTATION DATE 1 k:19"21e1dgnlatreetslinter tion\in*rgactionol.aht This Pian is CopyrgMed by Associated Engineers,Inc.2002 8 S I DB.,UN 2002 REMOVAL ITEMS 20 SAWCUT EXISTING PAVEMENT TO CLEAN, STRAIGHT EDGE 21 REMOVE EXdSTING AC PAVEMENT and BASE COURSE a REMOVE EXISTING CONCRETE CURB &GUTTER 23 POWER POLES TO BE RELOCATED BY OWNER 24 TRAFFIC SIGNAL POLES TO BE RELOCATED PER SEPARATE SIGNAL PLANS 27 PULL BOX TO BE RELOCATED BY OWNER ` 28 CABLE TV BOX TO BE RELOCATED BY OWNER SCALE: 1"=40' 29 REMOVE EXISTING CATCH BASIN and INTERFERRING PORTIONS OF EXISTING 0 20 40 80 DRAIN PIPE a REMOVE EXISTING CONCRETE WALKWAY SCALE FEET 31 REMOVE and SALVAGE EXISTING CHAIN-LINK FENCE 32 REMOVE and SALVAGE EXISTING ROADWAY SIGNS 33 PROTECT EXISTING UTILITY COVER IN-PLACE w �e U � , SEE SHEET 3 of 13 w 0 c I? I '41? oc 9` • W { I Sta 5+36.67,0st t _` ► wawa Y \ SOUTHERN CAL 1 F' DRN 1 A ED 1 SDN o Ste 90+56.43 Etiwanda Avenue ! _ r �� FOUND 2„BRASS CAP I I \ /nlalt�dlnp 23 -j , ACCEPTED AS NORTHWEST CORNER `. I $ r � `r �' r� ��, A#Gt ys 23 z W SECTION 21, T 1 S, R 6 W, SBM !' ` I z 0 C'�` ! ' I j , \tom 6 \ ,W NIW 1 2la O'� 8 27 24 Is TING RM r' i 7 �' EXIS W • _.-.-_,.w.,...,.,... ,.._...., ._ .._ ... ... _ .►_-,....»......... - r ` 1 1 •'1 \i 24 27 -- - -_. ,} - 1 NORTH LINE OF SEC7tON 21 �_ �_ EXISTING N'ly RIW 1 32 T 1 S, R 6 W, SBM _ 1 = , _ e , (5, > 22 "T NORTH LINE OF SECTION 20 N T 1 S, R 6 W, SBM m - if j ------ - ------- - 1 N 89°04160” E _ _ 4 ao t 29 20 21 _ ' _ ,.. .r __ - _ __. .. _ ._.,., _.,_.... ..-� .. _ ____ �. - ._ ...,�: -Y. _. I 12. 1 CITY OF RANCHO CUCAMONGA 2 3 _ _ _ _ _ - —4 - - - - I- - - - - N 89°4T37" E �- 6 _ - _ ;__ - 7 ' - -}�-—- - - - -}--- x �' CITY OF ONTARIO } -- _- __ r7- 89+6296 X _fSF IMPROAMENTS ►� e 20 21 a �, b Jt; - - - - - - ,�=---- 10"�i1 .:.__ -- -- ------Et- r _ _`� ° _21 20Sb 5+36.4a San Av�en � _ _ g G_Ste 90+46.43 Etiwanda Avenue }''V ------,------------- --------- ---------------------- ------ --- - -.-------------- _--- WWI ' 1 20, I(A EXIS NG S'ly RNV REMOVE EXISTING11 EXISTING S'ly RIW y 32 22a� Z � �1 CONCRETE SLABS ,, ,, nA3O t'1 Q = ' '� �` ,�' �/ 2a 1Q e-,WSta . '4 1 \ _ + �' r 1 W �� 11 �J •- � "' ULTIMATE Sly RAN �'� �1 g END REMOVAL bD "V 223 Z , f A1/Guys 23 y i f W i I A//Guys Z m I , o SOUTHERN CALIFORNIA s✓ D I SON ' U_ 1 01 — 1 4th STREET o SAN BERNARDINO AVENUE v SEE SHEET 3 of 13 CITY OF ONTARIO FILE 3 - M-339 ACCEPTED BY •- ASSISTANT CITY ENGINEER ��IDATE PLANS PREPARED UNDER SUPERVISION OF: FIELD BOOK NOTES COUNTY OF SAN BERNARDINO W.O. No. lJrtderground Service Alert Q�OFESSIONCONSTRUCTION BENCHMARK BENCHMARK 10-35-92 SBD STREET IMPROVEMENT PLANS DEPARTMENT OF PUBLIC WORKS O�FORE yoG � �c Associated Engineers DESIGNED BY oRAvvNBY CHECKE08Y ROAD No. umif cat TOLL orrE LOCATION: LOCATION: 3311 E. SHELBY STREET J.BERKELEY J.BERKELEY R.OTTE APPROVED BY KAISER COMMERCE CENTER 333700 AB BRASS DISK,TOP OF CONCRETE SUPPORT 1 -800 -p 00 � No. 44 120 a ONTARIO, CALIFORNIA 91764 Q POST FOR SW LEG OF HIGH VOLTAGE TOWER FILE No. Exp.06-34-05 *113 MORA LOMA-PADUA,WO 1-10 6 E/O ETIWANDA �L• ( � 4th STREET / SAN BERNARDINO AVENUE, 10-ft NE/O RNV FENCE AND\AM OFF FAX: (909 1 91 SUBMn�D BY C.D.E. RECOMMENDED/AP VED BY ASST.DIRECTOR OF TRANSPORTATION DATE DEMOLITION PLAN 227-2600 �'T )v \��Q RAMP,3 i[A80VE GROUND /�/s `w F OF CAS C� SHEET of t zs-0 !o TWO WORKING DAYS BEFORE YOU DIG ELEVATION: ELEVATION: 1012.039 R.C.E.No. 44120 (Exp.W30-05) DATE MARK APPR DATE LAND OPMENT ENGI ER DATE DORECTOR OF TRANSPORTATION DATE C.U.P. / W129-97 2 1 This Plan is Copy/ghtad by As•oLyaMd Enpk►eers:Inc.2002 a k\96092k1dgnlab�eetslintersectio�\irrtersection02 sht I U s) 06 JUN 2002 REMOVAL ITEMS 20 SAWCUT EXISTING PAVEMENT TO CLEAN, STRAIGHT EDGE 21 REMOVE EXISTING AC PAVEMENT and BASE COURSE 22 REMOVE EXISTING CONCRETE CURB &GUTTER 24 TRAFFIC SIGNAL POLES TO BE RELOCATED PER SEPARATE SIGNAL PLANS SCALE: 1"=40' 25 STREET LIGHT TO BE RELOCATED AS SHOWN ON SHEET 7 HEREON 0 20 40 80 26 ELECTRICAL VAULT TO BE RELOCATED BY OWNER SCALE -» FEET 27 PULL BOX TO BE RELOCATED BY OWNER 29 REMOVE EXISTING CATCH BASIN and INTERFERRING PORTIONS OF EXISTING DRAIN PIPE 32 REMOVE and SALVAGE EXISTING ROADWAY SIGNS 33 PROTECT EXISTING UTILITY COVER IN-PLACE REFER TO SHEET 6 OF THESE PLANS SEE SHEET 2 of 13 FOR PAVEMENT REMOVALS ALONG ETIWANDA AVENUE SOUTH OF 4th STREET 0 - ' 4s W Z ' 1 W 0 p ---- ' I ' OC u. _ p i UU F- 0 Z v 32 : 272e8 I U LL. 040 �. 24 27 26 Zee 32 27 2es w PROTECT ALL r:' U 22 25 32 APPURTENANCES IN-PLACE RCB cp _ EXISTING RNV 32 32 Wily ,_.�..--'- • _________ _._� __--- -- 77 777� r7 ti _ 15 = g G _ _.__ ____ w ___ _—_ 27 24 29 ., . ,-- � — EAST LINE OF SECTION 20 _ % -p 32 EAST LINE OF SECTION 17 20 21 T 1 S, R 6 W, SBM �� 29a T 1 S, R 6 W, SBM �, 84 CITY OF ONTARIO 85 86 N 00.08.50"E 87 88 89 �� 90 `s'd Z 91 92 93 N 00.17.7"E 94 CITY OF RANCHO CUCAMONGA `. COUNTY Or- SAN 8rR?lA*MN0 Z - ,f ♦\ r; J ten. r -- _ _ 2 G _ _ _ _ __ _ ___.__.__r___ _ _.._ _.. �� _ _ _--- -_ __ —_ ____..__ ____ _ EL ,� ..—. .. _ - ^.• `,., � 4 � 011 � � ♦♦ c ..r. .. in 1 Z Z { `: -. f EXISTING R/NV EXISTING E'ly R ; ti W ! Ste 90+56.43 Etiwanda Avenue f EX _GW t Ste 5+36.67 4th Street m Q FOUND 2" BRASS CAilP ACCEPTED AS NORTHST CORNM Z SECTION 20, T 1 S,A 6 W, SBM:: T -}---.� EX J 1 �/ SEE SHEET 2 of 13 ETIWANDA AVENUE i CITY OF RANCHO CUCAMONGA RECOMMEND Y PROVED BY DATE CITY ENG DATE FILE No. CITY OF ONTARIO M-339 ACCEPTED Y ASS TAN7 CITY ENGINEER DA PLANS PREPARED UNDER SUPERVISION OF: FIELD BOOK NOTES COUNTY OF SAN BERNARDINO W.O. No. UrldergrOUrld Service Alert QRpFESSI°Nq� CONSTRUCTION BENCHMARK BENCHMARK 10-35-92 SBD STREET IMPROVEMENT PLANS FORE Y Associated Engineers DEPARTMENT OF PUBLIC WORKS 0 OG tiC DESIGNED BY DRAMS CHECKED BY ROAD No. v o cat TML FREE W SRT R. 01 It LOCATION: LOCATION: 3311 E. SHELBY STREET APPROVED BY KAISER COMMERCE C EN TE R BRASS DISK,TOP OF CONCRETE SUPPORT ONTARIO, CALIFORNIA 91764 J.BERKELEY J.BERKELEY R.OTTE�, p � No. 4,1 20 � POST FOR SW LEG OF HIGH VOLTAGE TOWER TEL (�) SUBMITTED BY C.D.E. ETIWANDA AVENUE FILE No. W 1 -800 �} #1/3 MCRA LOMA-PADUA,N/O 1-10 a E/O ETIWANDA Exp.06'30-05 AVENUE, 10-ft NE/0 RNV FENCE AND WB OFF FAX: ( ". .6 1 227-2600 � I v� �� RAMP,3-ft ABOVE GROUND RECOMARE EDfAPPROVED BY ASST DIRECTOR of TRANSPORTATION DATE DEMOLITION PLAN SHEET of OF 3 1 TWO WORKING DAYS BEFORE YOU DIG ELEVATION: ELEVATION: 1012.039 R.C.E.No. 44120 (Exp.06 30-05) DATE �K APPR DATE LA LOPMENT EN INEE DATE DIRECTOR OF TRANSPORTATION DATE CAR•P• / W129-97 k 19"21e1dgn4streets\interseclion\intersection03 sht This Plan is Copyrighted by Associated Engineers,Inc.2002 ( � 06 JUN 2002 J __4 + Tl_ J, j T_ 4, - L _T' + tt DO' iM It* 4 E*S*G bRA hEf + 4— + .........u_ 040 CIL bL T U- 4 + 4 7 t 4- -4 + 4 4- t On C tot f------ - ------ 4f T 4 .2. 4 4 40%- _tLy f + 4 RT :P*OPbStD TbP Of*fy 6UR16 t T -4 7 + L -T t4 t 4 bn 4.+ + 4 PROFILE SCALE HORIZ.: 1" 40' VERT.: 1" 4' 0 2 3 4 RELOCATION OF TRAFFIC SIGNAL TO BE PERFORMED PER SEPARATE IMPROVEMENT 0 R L T PLANS PREPARED BY RAJAPPAN & MEYER 18* 03' 20" 100. 00' 31 . 51 15. 89' SEE SHEET 7 of 13 B 18 02' 02" 100. 00, 3 1 . 48' 15. 87' CONSTRUCTION ITEMS 90* 19' 56" 35. 00' 55. 18' 35. 2W 0 z OC PLACE 8%4NCHES ASPHALT PAVEMENT OVER 81/WNCHES CLASS 11 BASE PER GENERAL NOTE No. 5 CONMUCT 84NCH CURB &GUTTER, TYPE"B", PER THE CITY OF ONTWO STANDARD SCALE: 1"=49 0 20 40 80 W DRAWING No. 114 - SEE DETAIL SHEET 10 UJ Ste 5+3e.67 4th Sbv* F_ jm"_ Ste 90+56.43 Ebwands AvwK* CONSTRUCT VMEELCHAIR RAMP PER THE CITY OF ONTARIO STANDARD DRAWNG No. 127 SCALE FEET z z FOUND 2" BRASS CAP SEE DETAIL SHEET 10 LLJ ACCEPTED AS NORTHEAST CORNER COLD PLANE EXISTING PAVEMENT 5-ft BEYOND SAWCUT LINE wd FEATHER EXISTING Wy R/W > SECTION 20, T I S, R 6 W, SBM U- AC PAVEMENT TO PRODUCE SMOOTH JOIN < 0 p I z NORTH LINE OF SECTION 20 T 1 S, R 6W, SSM cr) TION 20 "LINESEC CITY OF RANCHO CUCAMONGA 2 3 4 N 8q0M50".,E__ 0 7 TIS, R6W, SBM _N W4--r3r w CITY OF ONTARIO S A ERNARDI 0 A w LO uj 12' tA 3 14' 2f w ------------ '10ANI ki T LLJ w C/) 3 -4 < 11% Max) %% Max EXISTING Sly R/W m B < z U. 40, F_ V�. 0 8 CURB&G R + C41 W C6 C14 z TO BE REMOVED cli 4F 4th STREET SECTION Sta 2+52.75 to Sta 4+52.75 NOT TO SCALE 4th STREET SEE SHEET 6 of 13 FILE No. CITY OF ONTARIO M-339 IkCC�EPTE 'j BY ASSISTANT CITY ENGINEFR DKT-E PLANS PREPARED UNDER SUPERVISION OF: FIELD BOOK NOTES COUNTY OF SAN BERNARDINO STREET IMPROVEMENT PLANS VV 0. No Underground Servlce Alert CONSTRUCTION BENCHMARK BENCHMARK 10-35-92 SBD IC WORKS �QRC Associated Engineers )F� KED By ROAD No. MSiGNED BY 4 BY I CHEC , APPROVED BY COR TOILL IFFEE T LOCATION: LOCATION: 3311 E. SHELBY STREET J.BERKELEYTJ.BERZLEY R.OTTEP� KAISER COMMERCE CENTER 725400 BRASS DISK TOP OF CONCRETE SUPPORT ONTARIO, CALIFORNIA 91764 No. POST FOR SW LEG OF HIGH VOLTAGE TOWER TEL. (9W) gj�-�2 4th STREET FILE No. 1 -800 #113 MtRA LOMA-PADUA,WO 1-10&E/O ETIWANDA n " SuBMFrrED By., C.DE Exp.06-30-05 FAX: (90"1,M I i WKWILL)by AVENUE, 10-ft NEM RNV FENCE AND VA OFF _�ECOMME46EL) ASST.DIRECTOR Of TRANSPORTATION DATE 4� 4 t + t 4 4M OT �4 -4 227-2600 RAMP,3-ft ABOVE GROUND Sta 1 +90.80 to Sta 4+52.75 SHEET of OF CA C.U.P. / W1 29-97 4 1 TWO WORKING DAYS BEFORE YOU DIG ELEVATION: ELEVATION: 1012.039 R.C.E. No. 44120 (Exp.06-30-05) DATE MARK APPR EA*nEVELUPWNT Ef"NEtR __[W_E_ DIRECTOR OF TRANSPORTATION DATE k:\WO82fe\dgn\stveft�intersecfion�intersectionO4.sht This Plan is Copyrighted by Associated Engineem, Inc 2002 11 JUN 2002 +4 + 4 t 7 i 4, 4 - - w -4 4 j t 4 194343 P�A 4 r t fop 4., t VV Stu j 7W 7� 4 4 P or CftTEkLtft U-1w CNI Vj ........... T'r 70. r ........1044.21 PVI 4. -4- + .,J t �45.J)5 RM f m T AOA CAft Olt CU" A + 1-4!�j I- L to -4 4 7T 4 ATI mom f4 4 4 _4� PROFILE SCALE HORIZ.: 11" 40' VERT.: 1" 41 4 INW&-W LN*SECTION 21 7 8 9 10 11 12 13 T I S, R 6 W, %MI- 14 + U. U. U. U. 40 �?g g t 0 8 0 00 0 Nly RM Sly R/W RELOCATION OF TRAFFIC SIGNAL TO BE 40 9SID Varies(I I r to 12 7) 4:0 PERFORMED PER SEPARATE IMPROVEMENT varies(40'10 50) Tr PLANS PREPARED BY RAJAPPAN & MEYER varies Varies If 4P 64' 13' 34.98'to 4T vor. Varies varies sole -72—U 44.97'to 50W W4FRE APPLICABLE ety LINE OF EDISON SECURITIES COMPANY, per SK 2837 pg 493 0 a 6 ft 9+21.82 to ft I 1+80 R. Wify CUM FACE 2% 2 2% 2% 2% Uj SEE SIFXET 9 of 13 FOR DETAIL A 21 ----------- 2% T`ION `QF STORM DRAIN CONNEC 13 Type B HAS CATCH BASIN Type a 20 FOR T SCALE: 1"=40' S ON LOCAL DEPRESSION DETAIL z 8 8 v so 8 NOT TO SCALE cp CN + + CL 2 PORTION of WE S T 1/2SECTION 16 SAN BERNARDINO AVENUE SECTION w SCALE FEET 41, 3: 0 + 0 NOT TO SCALE < 7 Ul z LLJ A1?07FCrE)rCLW& -—--—--—-- > -54 OVrrER sfld SIDF�W A' > EXISTING Nly R/W < B 0 4A R Ste 5+36.67 San Ommardinn,'Am L T Sta 90+56.43 Ettwande AveIi,ue ----------- 88* 56' 00" 100. 00' 155. 22' 98. 16' *6 FOUND 2" BRASS CAP ACCEPTED AS NORTHWESt CORNdR NORTH LINE OF SECTION 21 11 SECTION 21, T 1 S, R 6 Vq, SBM T I S, R 6 W, SOM 13 90- 43' 2 ! 50. 00' 79. 17' 50. 63' 12 N 890(9150" E 9 6 7 w x Er CMR8 A&FOIAN OF IMP0 bVEMENTS cr) SEE EET 10 CE ___ CONSTRUCTION ITEMS 4th St;1REe,7 L PLACE 81A-INCHES ASPHALT PAVEMENT OVER 8%4N04ES CLASS N BASE w )&-FOR w MEDIAN IMPROVEMENTS PER GENERAL NOTE No. 5 PER SHEET 8 of 12 Ste 5 36.46 Son ardIno ------ + i0em .Ste 90+06.43 Etweinds Avenue, > CONSTRUCT 54NOH CURB&GUTTER PER THE COUNTY OF SAN BERNARDINO -It_V 2 STANDARD DRAWING No. 115 1��LEXISTING SW R/W --- Uj i ------ ---------- 7 L————— OF THE STANDARD PLANS FOR PUBLIC WORI(t CONSTRUCTION 1 -150(5), PER STANDARD PLAN 120-1 A CONSTRUCT 64NCH CURB 4 GUTTER, TYPE A2 7 8 CONSTRUCT CURB RAMP PER THE COUNTY OF SAN BERNARDINO STANDARD z PRomem ctmi ourrER DRAWING No. 1 iOA 0 ULTIMATE Sly RNV 8 &7dADJA0F.VrS1DEWALX COLD PLANE EXISTING PAVEMIrNT 5-ft BEYOND SAMUT LIW and FEATHER AIC PAVEMENT TO PRODUCE SMOOTH JOIN 7 CONSTRUCT LOCAL DEPRESSION PER THE COUNTY OF SAN BERNARDINO STANDARD DRAWING No. 203 R ;A PARCEL 1 of PARCEL MAP 15118 A E- 0 I SON CONSTRUCT LOCAL DEPRESSION PER THE COUNTY OF SAN BERNARDINO STANDARD DRAWING No. 203B 20 w i 12 21 CONSTRUCT TYPE"A"CATCH BASIN PER THE COUNTY OF SAN BERNARDINO SEE SHEET 10 of 13 FOR STANDARD DRAWING No. 206(with 36"ACCESS COVER) 15 DETAIL OF STORM DRAIN SM W+8410 SCR AT THIS CURB RETURN ADJUST EXISTING VAULT/MANHOLE I VALVE COVER TO GRADE BEGIN CURB&GUTTER MATCH Ex 8"AC BERM SAN BERNARDINO AVENUE CONSTRUCT DRIVEWAY APPROACH PER THE COUNTY OF SAN BERNARDINO at 3&WRIGHT STANDARD DRAWING No. 128 INSTALL DOUBLE DRIVE GATE PER SAN BERNARDINO FLOOD CONTROL SEE SHEET 6 of 13 DISTRICT SPEC. DRAWING 11 PLANS PREPARED UNDER SUPERVISION OF: FIELD BOOK NOTES COUNTY OF SAN BERNARDINO STREET IMPROVEMENT PLANS WO No Lkiderground iervice Alert �*�Essl CONSTRUCTION BENCHMARK BENCHMARK 10-35-92 SBD IC WORKS �QRC Associated EngLn�!erp� DESIGNED BY DRAWN By I CMCKED BY APPROVED BY ROAD No. Cat TM FFff LOCATION: LOCATION: 3311 E. SHELBY STREET J.BERKELEY J.BERKELEY R.OTTE KAISER COMMERCE CENTER 725400 AB -ROOM R. 0111; ?In lr�l BRASS DISK,TOP OF CONCRETE SUPPORT ONTARIO, CAUFORNIA 91764 No. 44 120 �10 POST FOR SW LEG OF HIGH VOLTAGE TOWER TEL. (909)980-1982 � SAN BERNARDINO AVENUE FILE No. 1 -800 *1/3 WRA LOMA-PADUA,WO t-10&EJO ETIWANDA SUBMITTED B)�_ C.D.E. 4 4 4 4 4 f 4 tExD. AVENUE, 10-ft NE/0 RNV FENCE AND VVB OFF FAX: (W9 RECOMMF 0/ PROVED BY ASST.DIRECTOR OF TRANSPORTATION 129 - 133 227-2600 IV\ RAMP,3-ft ABOVE GROUND Sta 5+36.67 to Sta 11 +80 SHEET Of keep, OF clk C.U.P. W1 29-97 5 06 1NG DAYS BEFORE YOU DIG ELEVATION: ELEVATION: 1012.039 R.C.E.No. 44120 (Exp 06-30-05) DATE MARK APPR DATE LW OFVELOPMENT F4aINEER DATE DIRECTOR OF TRANSPORTATION DATE TWO WORK k-\9"2fe\dgn\stree"\Intersection\fntem"- onO5.sht t 4 _4 4 A A., IL + t _7- J T. 4 + T ......... ... t -4, + 4 +1040 LT 4 A4 j .4 f -4. Uj 1EXtSTNG I 4 L 4-- L 4- 7- t t 4 w4q U"m 4w,U I t:K IA. LL 4 4 4 8 f + LL 10*10 ct t U. i �x 4 f '1 77 4, L Q 7- J PROFILE SCALE 4 HORIZ.: I" = 40' -4---------- + - 4.... .. . VERT.: V 4' 82 83 84 85 86 87 88 89 90 91 RELOCATION OF TRAFFIC SIGNAL TO BE CONSTRUCTION ITEMS PERFORMED PER SEPARATE IMPROVEMENT 1"x 2"x 12"STAKE SET 5' PLANS PREPARED BY RAJAPPAN & MEYER ON CENTER-ATTACH w/3 NEW AC PAVIING 8d GALVANIZED NAILS Ar— J PLACE 81/2-INCHES ASPHALT PAVEMENT OVER 8'1/2-INCHES CLASS 11 BASE PER GENERAL NOTE No. 5 SCALE: 1"=40' INSTALL REDWOOD HEADER ALONG EDGE OF AC PAVEMENT PER DETAIL HEREON SEE SHEET 4 of 13 0 8 20 40 0 COLD PLANE EXISTING PAVEMENT 5-ft BEYOND SAWCUT LINE and FEATHER 0 AC PAVEMENT TO PRODUCE SMOOTH JOIN w z SCALE FEET 0 LU ADJUST EXISTING MANHOLE TO GRADE SAWCUT EXISTING PAVEMENT TO CLEAN, STRAIGHT EDGE Us, 3� Ul z LU 8"G-f,- M U. U4 P.� N CID r.� 2"x 6"REDWOOD HEADER + 30:1 Tqw U. Typ 10 18 Uj EXISTING Wly RNV 36`G REDWOOD HEADER DETAIL L 15'VVWVV 0 NOT TO SCALE EAST LINE OF SECTION 20 82 83 T 1 S, R 8 W, SBM 86 88 89 90 Typ 84 CITY OF ONTARIO 85 N 00008'50" E 91 Uj U) COUN I Y OF SAN D C:r_\I'I m r_\L)I!N!U LU w 0 C0 z cr tu 12"G-- PROPOSED 8"A-C bt:KM PER z z LU EXISTING Ely RAN SE-pARATE IMpROVEMENT PLANS Stm 90+58.43 Eftands Avenue > PREPARED BY ASSOCIATED E14GINIFERS =Ste 5+36.67,ft Street Uj FOUND 2" BRASS CAP ACCEPTED AS NORTHEAST CORNER Z SECTION 20, T 1 S, R 6 W, SBM ETIWANDA AVENUE CITY OF ONTARIO FILE No. M-339 ACCEPTED DY DATE VV 0. No Undergr ound Service Alert �Esslo CONSTRUCTION BENCHMARK BENCHMARK 10-35-92 SBD PLANS PREPARED UNDER SUPERVISION OF: FIELD BOOK NOTES COUNTY OF SAN BERNARDINO STREET IMPROVEMENT PLANS OR E Associated Engineers LIC WORKS ROAD No. LOCATION: LOCATION: 3311 E. SHELBY STREET DESIGNED BY DRAWN BY CHECKED By APPROVED BY KAISER COMMERCE CENTER Cat TML FRIFE OF CONCRETE SUPPORT ONTARIO, CALIFORNIA 91764 J.BERKEI EY J.BERKELEY R.OTT�� BRASS DISK,TOP No. 441 zo POST FOR SW LEG OF HIGH VOLTAGE TOVYIER TEL. (W9) 980-1982 ETIWANDA AVENUE FILE No. 01/3 MIRA LOMA-PADUA,N/O 1-10&E/O ETrWANDA SUBWTTED BY—\.— C.D.E. 4 4 4 1 -800 Exp.06- AVENUE,I M NE/O R/W FENCE AND V0 OFF FAX: (909) RECOMMENDEDi PPROVEE)BY ASST.DIR ORTATION DATE 227-2600 RAMP,3-ft ABOVE GROUND Sta 82+87.04 to Sta 89+22.68 SHEET of lv� -01/ OF ELEVATION: ELEVATION: 1012.039 R.C.E. No. 44120 (Exp 08-30-05) DATE K APPR DATE �t!Lopmr-NT E95'INR DATE DIIRECTOR OF TRANSPORTATION DATE C.U.P. / W1 29-97 6 1 �& TWO WORKING DAYS BEFORE YOU DIG 94 amma , , - I - - - -4- 1 �5 1 k:\9"2te\dgn�streeftNintme<.ton\int"ectonO6 sht + f A A J 1045.3 + t 0 n Curp 40 L.. 4 b0_ y AJA L Ly 4045 ........ ...4 -4 aw 4� 4--f F F -4. i 4� 4 i t Aw.I I_pV1I + 4 4., -4- 4 j + U- t. . . 40 4m L CL UL t LL. I 0) L 4 ....... ........ T' PROFILE SCALE 4 HORIZ.: 1 40' VER T. 1" 4' 90 91 92 93 94 95 96 U. 1;10 1; 1; 17 to tU ID + +ET 4 of 13 N R L T AF_ 89* 2 3 5 5 35. 00' 5 4. 6 1 34. 63' SCALE: 1"=40' SEE SHEET 9 of 13 FOR DETAIL OF STORM DRAIN CONNECTION B 19 5 7 18 100. 00' 34. 83' 17. 59' 0 20 40 80 FOR THIS CATCH BASIN Wty CURB FACE—,/," c 19* 50' 2 7 100. 00' 1 34. 653 17. 49' uj z A777t 0 co L--mNEQ LLJ —2 Std,4+24.43 r-FEET ca t 9 UJ SCALE 00 —Gs + tcATCA4�,ASIN w 13 W V*4' 8 'LsqR Lu LL. Ste 4+42.43 $ V LOCAL DEPRESSION DETAIL CONSTRUCTION ITEMS 0 + st,48.13'LEFT (I cn S 1+38.78 BCR ar NOT TO SCALE PLACE 6/24NCHES ASPHALT PAVEMENT OVER 8A-INCHES CLASS u BASE ft,00'LEFT 9 PER GENERAL NOTE No. 5 c CURB &GUTTER, A2-8, PER THE CITY OF RANCHO CUCAMONGA STANDARD PLAN 104 - SEE DETAIL SHEET 11 CONSTRUCT HANDICAPPED ACCESS RAMP PER THE CITY OF RANCHO CUCAMONGA 7 ...... STANDARD PLAN 102 - SEE DETAIL SHEET 11 36"G COLD PLANE EXISTING PAVEMENT 5-ft BEYOND SAWCUT LINE rid FEATHER AC C PAVEMENT TO PRODUCE SMOOTH JOIN 0 EAST LINE OF SECTION 17 T I S, R 6 W, SBM--,\ CONSTRUCT LOCAL DEPRESSION, CASE A, PER THE CITY OF RANCHO CUCAMONGA 91 92 93 94 CITY OF RANCHO CUCAMONGA 96 STANDARD PLAN 307 - SEE DETAIL SHEET 11 LLJ N 00*08'50"E - i - i - — -—- — - — - — - — - Or- SAN t5r_MNAMLJINU w CONSTRUCT CATCH BASIN PER THE CITY OF RANCHO CUCAMONGA STANDARD PLAN 300 SEE DETAIL SHEET 11 1 01.w (X) w Ely LINE SECTION 17 TlS, R6W, SBM uj z Sly RAM 60, L 12"G EL 12' 48' < Z z 44' Ste 90+58.43 E""nda Averhie w Lij > Ste 5+3e.67 4th Street < FOUND 2" BRASS CAP 4 ACCEPTED AS SOLITHIVST CORNEK 3 > SECTION 17, T I �,A 6 W, SBM/ _�(2%Mp�� I z Me Ex CURB&GUTTER T 5 f 13 TO BE REMOVED ETIWANDA AVENUE ETIWANDA AVENUE SECTION RELOCATION OF TRAFFIC SIGNAL TO BE Sta 91+38.78 to Sta 93+38.78 PERFORMED PER SEPARATE IMPROVEMENT NOT TO SCALE PLANS PREPARED BY RAJAPPAN & MEYER CITY OF RANCHO CUCAMONGA R=13Y Ap,royfD BY CWE t['FY EN61NF DATE PLANS PREPARED UNDER SUPERVISION OF: FIELD BOOK NOTES COUNTY OF SAN BERNARDINO STREET IMPROVEMENT PLANS VV 0 No. Underground Serviee Alert VESSI CONSTRUCTION BENCHMARK BENCHMARK 10-35-92 SBD IC WORKS ORE Associated Engineers DESIGNED BY DRAVA BY i CHECKED 13Y APPROVED BY ROAD No. LOCATION: LOCATION: 3311 E. SHELBY STREET J.BERKELEY J.BERKELEY R.OTTE,*y- MISER COMMERCE CENTER CAk TOILL IFFIFE __RWT R. OTTE r" BRASS DISK,TOP OF CONCRETE SUPPORT ONTARIO, CALIFORNIA 91764 0. 44120 70 POST FOR SW LEG OF HIGH VOLTAGE TOWER TEL. (W9)%W�2 ETIWANDA AVENUE FILE No. 1 -800 #113 MIRA LOMA-PADUA,N/O 1-10&EIO ETIWANDA SUBMITTED QY-, C.D.E Exp 10-ft NE1`0 RNV FENCE AND WB OFF FAX: (9 39 ASST DIRECTOR OF TRANSPORTATION DATE /QK AVENUE, RECOMMF DED, PROVED BY -4 4 4 227-2600 RAMP,3-ft ABOVE GROUND Sta 91 +38.78 to Sta 94+06.84 SHEET of OF C 0tV C.U.P. / W1 29-97 7 1 ELEVATION: ELEVATION: 1012.039 R.C.E. No. 4412U_(Exp0B-30-M) DATE MARK t APP E DEWLOPMENT ENONEFR DATE DIRECTOR OF TRANSPORTATION DATE TV40 WORKING DAYS BEFORE YOU DIG k-\9"2fe�clqn\streets%tntersecton\intersectionO7 sht This pign is CopyrWftd by Assoda*d Enghem.Inc.2002 65 1 11 .11 IN'>nn;) m D - �S z m cj% n -n N � _ I � C3L O CO ,. _ .. v _ o x v .- I ` G) 0 m' _ " .r , , 1 m __ - - _ - _ ...... 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FOUND 2" BRASS CAP I 1 ACCEPTED AS NORTHWEST CORNER I I A 88' 35' 04" 20. 00' 30. 92' 19. 51 ' SECTION 21, T 1 S, R 6 W, SBM I I "'A B 145' 52' 1 1 " 3. 00' 7. 64' 9. 77' I 1 00. 0".) 1 I (sn tars s) I 1 SCALE: 1"=10' - ' 0 5 10 20 j - I SCALE FEET - SAN BERNARDINO AVENUE Ste 5+36.48 Son Bernardino Avenue I 1 799 Or EXISTING UTILITIES TO BE 1 I 4' = Sts 90+48.43 Etiwanda Avenue RELOCATED PER SEPARATE PLAN I 1 =02 or ` CURB 8 GUTTER REMOVED 2 Y PER SHEET 2 OF 13 PLANVIEW _.___ ---- ------------------------ .. 3/4 (SR NOTZ 3) W. 11/40 - LXVEL UPS 09 RELOCATION OF TRAFFIC SIGNAL TO BE PROTECT IN-PLACE EXISTING e ; PERFORMED PER SEPARATE IMPROVEMENT h �,si L_,�;; ,` , yd �� / STORM DRAIN LINE `/`r ' • PLANS PREPARED BY RAJAPPAN & MEYER 'ter"/ ♦ 1 a ap B GROOVING DETAIL SECTION "A-A" 1 % 5 TYPICAL 'A-A' N ERSIMNS rOR �N z PARLAY �� c o ► EXISTING CATCH BASIN and o � 1L1' .T. o. .00' so' .N' � �,t I 1 DRAIN PIPE REMOVED PER in 1r o.00' a�1' so'10.94 # <` G�'� N I SHEET 2 OF THESE PLANS NOTES: • ' \ ) Q��\� m ~U. I 1 1. OPTMAL CURD POURED MONOLIIMCALLY WITS WALL. RMNT OF CVM TARIAN R OUR TO RIGHT-OT-WAY LILEVATION. 2. SOMM OF UNP SHALL LL 2'VS A 1 UP AT 4b' (Salt DETAS. C' 3. THE RAMP SHAD. HAVE A 122 BORDER WITH 1/4' GROOYVS API�R07MMATBLY 2/4" ` 1 n 1 Q- •� I ON CENTER. Ste M+N 20 I WHEELCHAIR RAMP DETAIL 127 F CC _ !� G.�\��BGG ' >>fi,� 17 L=6.82' ; s =0.8252 1 ' ) 7Q.O� \� Ste 6+44.60(San Bernardino) a 1 I / Q 24"RCP at 71.96' RIGHT 19 • O C �C �o I j CITY OF ONTARIO STANDARD DRAWING U EXISTING EDGE OF PAVEMENT 1 1 24* 0.02 O Q y a+ STERL TROWEL F.L 'T. 43 e 0 CURB TACE TO U d' UNUMS OTHERIRSB 10" APPROVED BY THE CIRy ENGINEER TYPE "A" TYPE "B" a ��/ 7 15 d' Ramp ONLY f----� PV1CT. f � , � s w a" CONTRACTOR SHALL DETERMINE LOCATION TYPE "C" 1sw TYPE "D" AND DEPTH OF EXISTING STORM DRAIN AND I rvlcr• CONSTRUCTION ITEMS PROVIDE TO ENGINEER TO MAKE PROPER DETERMINATION OF PIPE GRADES AT POINT ` d 0 �� .- O PLACE RCGENERAL OTE No ASPHALT PAVEMENT OVER 8'r4-INCHES CLASS If BASE OF CONNECTION 'a d i. O5 CONSTRUCT 64NCH CURB S GUTTER, TYPE A2-150(6), PER STANDARD PLAN 120-1 OF THE STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION OCONSTRUCT CURB RAMP PER THE COUNTY OF SAN BERNARDINO STANDARD Z r- TYPE "V" DRAWING No. 110A ' 0 v� Nam: G COLD PLANE EXISTING PAVEMENT Sat BEYOND SAWCUT LINE rid FEATHER 1. EFOXy BOPtDM CO OUMDT 4HUNIrS H.D.-100 OB MAL, WAY N USED IN LIEU AC PAVEMENT TO PRODUCE SMOOTH JOIN W. OIr THE 12 NO. 4 BARS 2. CONCRETE SHALL Ha CLASS 620-C-2600 PER SECTION 201 S.S.P.W.C. . CURING 15 CONSTRUCT TYPE"A"CATCH BASIN PER THE COUNTY OF SAN BERNARDINO COMPOUND SHALL BE TYPE 1-0. STANDARD DRAWING No. 206(with 36"ACCESS COVER) S. ALL EXPOSED CORNERS SHALL BE 1/2' RADIUS. 4. USE TYPE 'A' AND TYPE 'V' CURB POR REPI.ACBYBN'1' ONLY. 17 INSTALL 24-INCH RCP STORM DRAIN, 1350-D LOADING , S. TYPE 'C" CURB SHALL HAVE SLIP JOINTS IN LONGITUDINAL RE-DAR AT AO O.C. Ar CUT PLATES AT 20' O.C. 19 CONSTRUCT TRANSITION STRUCTURE PER STANDARD PLAN 340-1 OF THE CURBS 114 STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION - SEE DETAIL SHEET 9 A=90° ; C = 1.0' PLANS PREPARED UNDER SUPERVISION OF: FIELD BOOK NOTES COUNTY OF SAN BERNARDINO W 0 No. Underground Service Alert QROFESSrD,yq CONSTRUCTION BENCHMARK BENCHMARK 10-35-92 SBD STREET IMPROVEMENT PLANS DEPARTMENT OF PUBLIC WORKS ROAD No. vO�FORE y / Engineers gAssociated En ineAPPROVED BY i DESIGNED BY DRAWN BY CHECKED BY KAISER COMMERCE CENTER 72 5400 A B �o Cat TOLL FFIEE LOCATION: LOCATION: 3311 E. SHELBY S J.BERKELEY J.BERxELEY R.OTTE fl��l � BERT 01� �' BRASS DISK,TOP OF CONCRETE SUPPORT ONTARIO, CALIF NI 91764 1 -800 No. 44120 POST FOR SW LECs OF HIGH VOLTAGE TOWER TEL (W) 9 1 Sl�lITTED BY C.D.E SAN BERNARDINO AVENUE Ex .05-30-05 0113 MIRA LOMA-PADUA,WO 1-10 d E/O ETNVANDA FILE No. Exp.(>6-30-0 10-h NEM RNV FENCE AND WB OFF FAX: ( REC IAENDEDiA D BY ASST DIRECTOR OF TRANSPORTATION DATE DETAILS 129 - 133 227-2600 `rlq�� IV 4L ��\p RAMP,3-RA80VE GROUND OF CA�.� � 'n .,�_ SHEET of TWO WORKING DAYS BEFORE YOU DIG ELEVATION: ELEVATION: 1012.039 R.C.E.No. 44120 ( 30-05) DATE MARK APPR DATE LAND OPMENT ENO EER DATE DIRECTOR OF TRANSPORTATION DATE C.U.P. / W129-97 10 1 IP -- L ICA 1R7fa\Annletmo+0rrvta eer}inn,intomarhnnIn eht i CURB HEIGHT L X EXP R/w R SIGNAL L 4' MIN. (--0.5' MIN. S' JOINT O•�, .. .. T.C. T.C. g 11' 7 WEAKENED 50 mm SO POLE ' PLANE JOINT a" w I 6 •; BATTER 2:a V• 1/4 SLOPE PER FT- UP ; t v ► ATTER 3:12 ATTER 3:12 � � .o ► o �5 �5 SLOPE e.3lC ---- - ---- ----- ------- N k T ' \ , O o ♦- b I O 000 �= 1-~-_ , O ► O BACK OF SIDEWALK �• 1P O O n •4� LLNEI 000000 �� id S mm A 1-6 SEE GROOVE DETAIL A2-6 CK OF S/W A1-150(6) AND ' 1 7 AND AND WEAKENED SECTION A - A A2-150(6) AND A2-200(8) Al-8 AND 1 �. PLANE JOINT A1 -200(8) R/w \ J SIGNAL POLE APPROXIMATELY 3/4" ON CENTER 50 nvn 1150 mmi 150 mm 6 MIN 20 HINT► (3/4") R �' W ATTER 3:12 BATTER 3:12 T.C' I JOINT OPE 2.Ox �I BOTH SIDES • .• BATTER 2a 3/4, R !•� 1/4 114' BATTER 2:a 3' If- o • _• ---- I EXP NT �!�' 'r 3 TO 5 CURB E o 0 o O .0 a o o ► C) c ID b •• i m GUTTER ° D1-150(6) AND • ' �� DUAL RAMP RETURN GROOVING DETAIL 7mm D1 -200(8) t' PAVEMENT �• USE AT SECONDARY/SECONDARY OR A3-150(6) AND A3-200(8) �' A3-6 D1-6 LARGER STREET INTERSECTIONS OR AND AND � ; WHERE APPROVED BY CITY ENGINEER NOTES: 2 ;- A3-8 Ot-8 /'W •q� 1. THE LAST NUMBER IN THE DESIGNATION IS � J NOT-,ES THE CURB FACE (CF) HEIGHT, mm INCHES.). E a /IOM It 250 nim 1. ALL DIMENSIONS ARE MEJ14UM Mt MemM � PLANE►JOINT ( E 150 mm • 1000 mm OC 3. -�ISIS 24 E ILAST OTMBERRwIN E Otg D ATTON. � � I�E$. Tj 2. CUTTER w10TH, w, IS 600 mm 24" `•' � � UNLESS OTHERWISE SPECIFIED. ,n 6 (#4 x 10" • 4' OC) 4. '** 1 At, A2. E ANO Ci ARE CONSTURCTEEI t)< PORTIIIIIp Ct1AENT 3. TYPES Al. A2, A3 ARID Ct SHALL f>!E GROUTED IN PLACE CONCRETE (S2o-C-2� T.C. BACK OF S/W 1. PARKWAY WIDTHS ARE ASr SHOWN ON THE PLANS. CONSTRUCTED FROM PCC. BATTER 3:12 5. TYPE 01 SMALL BE c OF TYPE C2-AR-x000 AV ALT CONCRETE ,• 4. TYPE Dt CURB SHALL BE CONSTRUCTED AND SHALL, WHERE APPLICABLE, BE BONDED To THE ExISTINC PAVEMENT BT FROM ASPHALT CONCRETE. Y3 12'0 mm A TACK COAT AS PER SECTION 302-5.4 OF THE STANDARD SPECIFICATIONS. ` ^ \ � CURB AND 2. SIDEWALK WIDTHS TO BE AS PER STD. DWG. 103. 1(3� ") 6• � I CURB SHALL BE ANCHORED Wm+ DOWELS AS V404 N OR WITH AN w• GUTTER 3• RAMPS SHALL NOT BE PLACED IN CENTER OF RETURN ON WATER CARRYING STREETS. S. TYPE Cl CURB SHALL BE ANCHORED ►NTH AP ROVED NY THE EMdNEER. 4 STEEL DOWELS AS SHOWN OR MATH AN 7. ALL ExPosEo CORNERS ON PCC cuRes AND OUTTERII TO K ROUNDED "' f EXP 4. RAMPS SHALL HAVE HEAVY BROOM FINISH TRANSVERSE TO RAMP AXIS. WITH A 1 Y RADWS EPDXY APPROVED BY THE ENGINEER. 7S mm (3') v O� JOINT 6. ALL EXPOSED CORNERS ON PCC CURBS / S. EXCEEDING EAXENED PLANE JOINTS AT REGULAR INTERVALS NOT ET S mm (