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STREET IMPROVEMENT PLANS FOR : COUNTY OF SAN BERNARDINOLA_. CIFICATION.
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THIS PLAN AND THE SAN BERNARDINO COUNTY STANDARDS AND SPE
CITY OF ONTARIO GENERAL NOTES ()Sxi9ROADS 2. BENCH MARK DATA: CALIF. DEPT. OF TRANS. "B.M. 10-35-92 SBD"ST D. BRASS DISK, TOP OF CONCRETE SUPPORT POST FOR
K LOMA-PADUA, N. OF 1-10 AND E. OF ETIWANDA AVE. - 10' N.E. OF R/W FENCE
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1. ALL WORK SHALL BE DONE IN STRICT CONFORMANCE WITH THE CURRENT CITY OF ONTARIO STANDARD SPECIFICATIONS AND STANDARD DRAWINGS SW LEG OF HIGH VOLTAGE TOWER #1/3 MIRA 3' ABOVE O.G.
AND CURRENT APWA STANDARD SPECIFICATIONS AND STANDARD DRAWINGS UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. 0 W. BOUND OFF RAMP FROM 1-10 TO ETIWANDA AVE
ZE HIMSELF/HERSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE igo ELEVATION: 1012.04'
TE SEG
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PROLOGIS CR
2. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARI M IS/ OPERATIONS, WHETHER OR NOT THE FACILITY IS PARCEL MAP NO 1 3. STREET MARKERS PER SAN BERNARDINO COUNTY STANDARD NO. 303, 304A AND 303B SHALL BE CONSTRUCTED AT EACH IN
N BERNARDINO COUNTY
FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FRO N IN ACCORDANCE WITH APPLICABLE SA
SHOWN ON THESE PLANS. CALIFORNIA 4. STREET MARKERS SHALL BE CONSTRUCTED AT EACH INTERSECTIO COUNTY AND STATE SPECIFICATION.
3. ALL OBSTRUCTIONS WITHIN THE AREA TO BE IMPROVED SHALL BE REMOVED AND/OR RELOCATED AT THE DIRECTION OF THE CITY ENGINEER. IN THE CITY OF ONTAR109 STANDARDS. ALL SIGNS SHALL BE INSTALLED IN ACCORDANCE WITH
UTILITIES ARE TO BE RELOCATED BY THEIR RESPECTIVE OWNERS UNLESS NOTED OTHERWISE. TECONTRACTOR IS REFERRED TO SECTION 5 OF ESTIMATED 5. APERMIT WILL BE REQUIRED FROM, TEC OF SAN BERNARDINO DEPARTMENT OF PUBLIC WORKS PRIOR TO ANY ENCROACHMENT
THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. COUNTY OF CONSTRUCTION NOTES QUANTITY OR CONSTRUCTION WITHIN THE COUNTY OF SAN BERNARDINO EASE I MENT OR RIGHTS-OF-WAY.
4. UTILITY LINE LOCATIONS WERE TAKEN FROM AVAILABLE RECORD DATA AND WERE NOT LOCATED IN THE FIELD, UNLESS OTHERWISE NOTED ON THE IS T R E E T SAN BERNARDINO THE QUANTITIES SHOWN BELOVI ARE FOR BONDING INFORMATION ONLY. THE CONTRACTOR IST CONSTRUCT VE 8"X8" BLOCKOUTS IN SIDEWALKS FOR MAILBOXES, G. WHEN SIDEWALK IS PLACE ADJACENT TO CURB.
PLAN. THE CONTRACTOR IS REFERRED TO SECTION 5 OF THE STANDARD SPECIFICATIONS. CITY OF RANCHO IF 0_ U R T H ------- -- -1 PROJECT PER THESE PLANS AND SUBMIT CONSTRUCTION BID BASED UPON THEIR OWN Q
UANTITY "TAKE OFF" 6. L
ERED BY SECTION 6409(B) OF THE CALIFORNIA LABOR CODE, THE CONTRACTOR SHALL CUCAMONGA SHEET 11 1,280 AC CY 7. IF ASPHALT CONCRETE IS TO BE PLACED DIRECTLY ON SUBGRADE OF ROAD OR DRAINAGE FACILITIES, A SOIL STERILANT
SAFETY MATTERS COV CONSTRUCT ? ACAVE OVER 8" C.A,B. MATERIAL (MINIMUM). USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S
5. IN CASE OF ANY ACCIDENTS INVOLVING 740 SF) (ONTARIO MILLS PKWY) 1,480 CAB CY REGISTERED BY THE E.P.A. FOR 0 PAVING.
IMMEDIATELY NOTIFY THE STATE DIVISION OF INDUSTRIAL SAFETY. SEE CITY OF ONTARIO GENERAL NOTE 18. (5 RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH IRT
CONTRACTOR TO CONTACT UNDERGROUND SERVICE ALERT AND OBTAIN AN IDENTIFICATION NUMBER PRIOR lQ
. ( INIMUM). 1,470 AC CYING, A MATEIALSEPORT AND THE PROPOSED STRUCTURAL SECTIONS SHALL BE SU. STATE LAW (SB 3019) REQUIRES THE RACTOR SHALLTIFY UNDERGROUND SERVICE ALERT AT 1-800-227-2600 A MINMUM CONSTRUCT 2" ARHM OVER 6" A.C. PAVEMENT OVER 61p C.A.1 1,100 CAB CY 8. AT COMPLETION OF ROUGH PARTMENT OF PUBLIC WORKS, TRANSPORTATION OPERATIONS DIVISION, PERMIT
THE ISSUANCE OF CITY'S ENCROACHMENT PERMIT. THE CONT SEE CITY OF ONTARIO GENERAL NOTE 18. (59,100) (ETIWANDA AVE.) THE ENGINEER TO THE SAN BERNARDINO COUNTY BE I N. THE SUBMITTAL SHALL INCLUDE A PLAT SHOWING
OF 48 HOURS IN ADVANCE OF ANY CONSTRUCTION ACTIVITIES. SECTION, FOR REVIEW AND EVALUATION By THE PAVEMENT MANAGEMENT SECTO LTS, A STATEMENT OF
LICENSE FROM THE CITY OF ONTARIO. THE CONTRACTOR SHALL CITY OF ONTARIO WITH HWWM (6x6-W2.gxW2.gWWF) PLACED AT MID-HEIGHT 2,410 PCC Cy THE LOCATION OF THE SAMPLING, A TABULATION OF SIEVE ANALYSIS AND SAND EQUIVALENT TEST RESU
Y WORK THE CONTRACTOR SHALL OBTAIN A BUSINESS ANY CONSTRUCTION 3 CONSTRUCT 8" P.C.C. PAVEMENT 1,800 CAB CY IS FOR ALL R-VALUE TESTS PERFORMED, INCLUDING EXPANSION PRESSURE
7. PRIOR TO THE START OF AN ING DEPARTMENT NO LESS THAN 48 HOURS PRIOR TO START OF Lij IN THE SLAB. OVER 6" CA.B. (M{NIMUM). RECOMMENDED STRUCTURAL SECTION AND TEST DATA SHEET S HAVE BEEN MET.
ALSO OBTAIN AN ENCROACHMENT PERMIT FROM THE ENGINEER JN.A-P, V) SEE CITY OF ONTARIO GENERAL NOTE 18 (97,100 SF) (ONTARIO MILLS PKWY) READINGS. APPROVAL WILL BE GIVEN WHEN ALL STRUCTURAL SECTION REQUIREMENT GRADES SHALL BE
WITHIN THE PUBLIC RIGHT-OF-WAY. RIGHT-OF-WAY. -HEIGHT 1,610 PCC CY 9. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND, ALL SUB
F_ CONSTRUCT 10" P.C.C. PAVEMENT WITH HWWM (6x6-W2.9xW2.9WWF) PLACED AT MID 970CAB CY COMPACTION TESTS SHALL BE SUBMITTED
8. THE CONTRACTOR SHALL OBTAIN A TRAFFIC CONTROL PERMIT 48 HOURS PRIOR TO TIME OF CONSTRUCTION WITHIN THE PUBLIC Tz PERFORMED AT NO COSTS TO SAN BERNARDINO COUNTY. A WRITTEN REPORT WITH THESE ECTION FOR
-10.3 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. Ll IN THE SLAB. OVER 6" CA,B. (MINIMUM). TO THE SAN BERNARDINO COUNTY DEPARTMENT OF PUBLIC WORKS, TRANSPORTATION OPERATIONS DIVISION, PERMIT S
THE CONTRACTOR IS REFERRED TO SECTION 7 100 SEE CITY OF ONTARIO GENERAL NOTE 18 (41,800 SF) (ETIWANDA AVE.)
DURING HIS OPERATIONS HAVE L-1 APPROVAL PRIOR TO PLACEMENT OF BASE MATERIALS AND/OR SURFACING
9. THE CONTRACTOR SHALL RENEW OR REPLACE ANY EXISTING TRAFFIC STRIPING AND/OR PAVEMENT MARKINGS, WHICH SHALL BE DONE 0 > 10 STD� #1201 6,700 LF Ty PUBLIC WORKS
OF WHICH HAS BEEN REDUCED. RENEWAL OF TRAFFIC STRIPING AND MARKINGS lu-i CONSTRUCT 8" CURB & GUTTER TYPE "B" PER CITY OF ONTAR 10. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL ESUUBMITTED TO THE SAN BERNARDINO COUN
BEEN EITHER REMOVED OR THE EFFECTIVENESS SECTION 84 & 85 OF THE CALTRANS STANDARD SPECIFICATIONS AND AS ON, LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO
MARKINGS IN CONFORMANCE WITH I c 6,175 LF DEPARTMENT, TRANSPORTATION OPERATIONS DIVISION, PERMIT SECTI L CONTENT AND SIEVE
USING REFLECTIVE THERMO-PLASTIC , VIP GRADE SHEETING WITH SERIES 1160 uj
DIRECTED YTEEENGINEER. ALL REGULATORY, WARNING, AND GUIDE SIGNS SHALL HAVE 3M DIAMOND Lei Y) CONSTRUCT 8" CURB ONLY TYPE "A" PER CITY OF ONTARIO STD. #1201 VERIFY: A. R-VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASES. B. STABILITY, 01
PROTECTIVE OVERLAY FILM. 1 OF THE BUSINESS & PROFESSIONAL CODE, AND SECTIONS 732.5,1492-5, 1810-5 OF THE STREETS AND PARCEL 1 1 49,200 ISE ANALYSIS FASSPHALT SURFACING.
10. THE LAND SURVEYORS ACT, SECTION 877 ED AND PERPETUATED. x IPARCEL 3 CONSTRUCT SIDEWALK PER CITY OF ONTARIO STD. #1209 7,420 SF 11. THE WATER MAINS AND THE GAS MAINS SHALL BE PLACED UNDERGROUND PRIOR To PAVING CONSTRUCTION. THE SERVICE LATERALS
HIGHWAY CODE REQUIRE THAT SURVEY MONUMENTS SHALL BE PROTECT L&A CONSTRUCT DRIVEWAY APPROACH PER CITY OF ONTARIO STD. #1204 (MODIFIED) FOR THE WATER SYSTEM SHALL BE INSTALLED ATA LATER DATE. WHERE IT IS NECESSARY TO CROSS PAVEMENT, SERVICE LATERALS
ICE CONSTRUCTION WORK TO RETAIN z 20,100 SF SHALL BE BORED INTO PLACE.
"IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR OTHERS PERFO OF CONSTRUCTION > 10 STD. #1109 MINIMUM OF 1% GRADES.
A QUALIFIED REGISTERED CIVIL ENGINEER AND/OR LICENSED LAND SURVEYOR PRIOR TO THE START .4 CONSTRUCT MEDIAN HARDSCAPE/LANDSCAPE PER CITY OF ONTAR TTING TRACT ROADS TO A
TO LOCATE, REFERENCE AND FILE THE NECESSARY CORNER RECORDS WITH THE COUNTY SURVEYOR'S OFFICE FOR -4 2 EA 12. FILL AND GRADE TO DRAIN ALL LOW AREAS ABU
SURVEY CONTROL POINTS/MONUMENTS THAT EXIST AS SHOWN ON RECORDED TRACT MAPS, PARCEL MAPS, RECORDS :3: CONSTRUCT WHEELCHAIR RAMP PER CITY OF ONTARIO STD. #1213.
OPOSED CONSTRUCTION.- 13. ALL LATERAL CUTS INTO COUNTY MAINTAINED ROADWAYS SHALL BE TESTED TO VERIFY DENSIFICATION TO 90% RELATIVE COMPACTION
OF SURVEYS AND HIGHWAY MAPS, AND MAY BE DISTURBED OR DAMAGED BY THE PR V) (R.C.) AT VARYING DEPTHS TO WITHIN 0.5' OF GRADING PLANE. THE TOP 0.5' SHALL BE DENSIFIED TO 95%.
NSTRUCTI ON, SAID MONUMENTS AND/OR CONTROL SURVEY POINTS SHALL BE RESET TO THE NEW SURFACE m 01 CONSTRUCT CROSS GUTTER PER CITY OF ONTARIO STD. #1208 ALL LONGITUDINAL CUTS SHALL BE TESTED IN ACCORDANCE WITH THE SPECIFIED LIMITS AND FREQUENCY AS OUTLINED IN SECTION
AFTER THE COMPLETION OF THE PROPOSED CO LAND SURVEYING PRACTICES. CORNER RECORDS SHALL BE FILED WITH THE COUNTY SURVEYOR FOR ALL 0 Lai (QUANTITY COMBINED W/ DRIVE APPROACH) SEE CONSTRUCTION NOTE 8 ABOVE 14. STANDARDS AND SPECIFICATIONS.
IN ACCORDANCE WITH CURRENT PROFESSIONAL 20 EA 6 OF THE SAN BERNARDINO COUNTY
THE NEW MONUMENTS S . @)__ CONSTRUCT SIDEWALK OBSTRUCTION TRANSITION PER CITY OF ONTARIO STD. #1216. B AND/OR GUTTER, THE CONTRACTOR SHALL DILIGENTLY
MYLAR DRAWINGS PRIOR TO THE FINAL INSPECTION. La 4,985 LE 15. IMMEDIATELY FOLLOWING REMOVAL OF EXISTING PAVEMENT OR DIKE OR CUR
11. THE DEVELOPER SHALL PROVIDE THE CITY WITH A COMPLETED SET OF "AS BUILT", PARCEL 2
z SAW CUT & JOIN EXIST. PAVEMENT PER DETAIL ON SHEET 2 USE THIS PORTION OF WORK UNTIL COMPLETION UANTITIES.
F PLANS SHALL BE KEPT ON THE JOB SITE AT ALL TIMES DURING CONSTRUCTION.
12. A CITY ACCEPTED/AP PROVED SET 0 SHEET 5 1 (4' WIDE) PER CITY OF ONTARIO T . #3013 2 EA 16. DEPARTMENT OF PUBLIC WORKS APPROVAL DOES NOT INCLUDE WATER SEWER SYSTEM OR ESTIMATE OF Q
PRIOR TO CONSTRUCTION. ATTENDEES SHALL INCLUDE A CITY REPRESENTATIVE AND THE CONTRACTOR WHO CONSTRUCT PARKWAY DRAIN NO. D FROM THE SAN BERNARDINO COUNTY DEPARTMENT OF PUBLIC WORKS PRIOR TO ANY CONSTRUCTION ON
13. A PRE-CONSTRUCTION MEETING SHALL OCCUR 2 EA 17. A PERMIT SHALL BE TIE
THIS MEETING FOR ITS REVIEW. D RIGHT-OF-WAY.
WILL PERFORM THE WORK. "CUT-SHEETS" SHALL BE PROVIDED TO THE CITY AT P K W Y CONSTRUCT LOCAL DEPRESSION PER CITY OF ONTARIO STD. #3005 THIS PROJECT, THAT FALLS WITHIN SAN BERNARDINO COUNTY, ROA
14. CITY ACCEPTANCE OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR TEGORRECTION OF ERROR AND OMISSION DISCOVERED REMOVE EXISTING GUARD POST 4 EA : IN EXPANSIVE SOIL AREAS, THE SUBGRADE UNDER CURBS, GUTTERS, SIDEWALK AND DRIVEWAY APPROACHES SHALL
N REQUEST OF THE CITY INSPECTOR, THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY CITY OF ONTARIO @_ 18. EXPANSIVE SOILS ( NCH AND MOISTURE SHALL BE APPLIED TO MAINTAIN FREE WATER ON THE
DURING CONSTRUCTION. UPO COUNTY OF 2,060 LE BE SCARIFIED TO THE DEPTH OF ATLEAST EIGHT ESHHALL THEN BE PREPARED WITHOUT COMPACTION
ENGINEER FOR REVIEW. _SHEET 3 SAN BERNARDINO REMOVE EXISTING CURB & GUTTER SURFACE FOR AT LEAST 24 HOURS PRIOR TO PLACING CONCRETE AND THE SUBGRA
15. ANY REQUIRED RIGHT-OF-WAY OR EASEMENT SHALL BE DEDICATED TO AND ACCEPTED BY THE CITY PRIOR TO COMMENCEMENT OF CONSTRUCTION OF THE 1 LS EFFORT. I OF PONDING OCCURS; SECTIONS
IMPROVEMENTS WITHIN THE REQUIRED RIGHT-OF-WAY OR EASEMENT. N A REMOVE RIP RAP & AC DRAINAGE SWALE 19, CURB AND GUTTER, CROSS GUTTER AND SPANDRELS SHALL BE SO CONSTRUCTED THAT A MINMUM
E BEEN INSTALLED, TESTED, AND APPROVED BY THE CITY ENGINEER. Q0 ADJUST TO GRADE PER CITY OF ONTARIO STDS. #2001 (WATER) OR #4005 (SEWER) 6 EA HAVING GRADIENTS OF F . OR FLATTER SHALL BE WATER TESTED IN THE PRESENCE OF THE INSPECTOR IMMEDIATELY PRIOR TO
BE CONSTRUCTED UNTIL ALL UNDERGROUND UTILITIES HAV ACCEPTANCE. SECTIONS WHICH HAVE WATER PONDING MORE THAN 6" WIDE OR MORE THAN 4' LONG SHALL ESAAW-CUT AND REMOVED
16. PAVEMENT SHALL NOT OLD ONTARIO MILLS THE MAXIMUM SPECIFIED.
PARKWAY 88' R/W 215,900 SF IN LENGTHS NOT LESS THAN 4' AND REPLACED TO REDUCE PONDING TO
EWER AND DRAINAGE MANHOLES, AND WATER VALVES TO GRADE. uj REMOVE EXISTING PAVEMENT
17. THE PAVING CONTRACTOR SHALL RAISE S TEST PRIOR TO CONSTRUCTION. THE MAXIMUM R VALUE ALLOWED IS 50. IF THE Im 1 1 EA 20, IF DURING CONSTRUCTION, GROUND WATER IS ENCOUNTERED, A SYSTEM APPROVED BY THE SAN BERNARDINO COUNTY DEPARTMENT OF
18. PAVEMENT STRUCTURAL SECTION SHALL BE DETERMINED BY A SOILS 011, THE THICKER SECTION OF THE TWO SHALL BE REMOVE & REPLACE EX. CATCH BASIN PER CITY OF ONTARIO STDS. PUBLIC WORKS SHALL BE INSTALLED TO DEWATER SAID AREA AT THE DIRECTION OF THE SOILS ENGINEER.
RECOMMENDED STRUCTURAL SECTION DIFFERS FROM THE CITY MINIMUM PER STANDARD DRAWING 1 #3003 AND #3005 & RECONNECT TO EX. 18" RCP (VERIFY IN FIELD)
CONSTRUCTED. TI VALUES ARE TO BE PROVIDED BY THE CITY OF ONTARIO TRAFFIC SECTION. INDEX MAP 4 EA 21. THIS PRIVATE ROAD SHALL NOT BE ENTERED INTO THE COUNTY MAINTAINED ROAD SYSTEM.
'S RESPONSIBILITY TO INSURE ALL CURBS AND GUTTERS HAVE BEEN CONSTRUCTED TO PLAN GRADE IN AREAS BELOW 0.50%, GRAPHIC SCALE I =400 RELOCATE EXISTING TRAFFIC SIGN OR TRAFFIC SIGNAL (PER SEE TE PLAN) 22. THE ENGINEER SHALL INSPECT AND CERTIFY THAT ALL PRIVATE ROAD AND DRAINAGE IMPROVEMENTS HAVE BEEN BUILT IN
19. IT IS THE DEVELOPER F ONTARIO WILL REQUIRE THE REMOVAL AND RECONSTRUCTION FCUURBS AND
FIELD VERIFICATION FOR THOSE AREAS IS REQUIRED. THE CITY 0 3,390 LF ACCORDANCE WITH TEAPPROVED PLANS.
OT SATISFACTORY. REMOVE EX. FENCE
GUTTERS THAT ARE N NTS SHALL BE PROTECTED DURING TEGONSTRUCTION. ANY EXISTING PUBLIC IMPROVEMENTS REMOVED OR DAMAGED 0 400 800 1200 @�_ - - 23. ALL 0.40% OR LESS CURB GRADE LINES SHALL BE STAKED AT 25' INTERVALS AND FORMS CERTIFIED YTEEENGINEER BEFORE
20. ALL EXISTING PUBLIC IMPROVEME L BE REPLACED IN KIND PER CURRENT CITY OF ONTARIO STA NDARD& PROTECT IN PLACE POURING CONCRETE,
ASA RESULT OF THE CONSTRUCTION ALL REMOVE & RECO14STRUCT DRIVE & CURBS AS NECESSARY TO MEET GRADES 850 SF 24. EXISTING COUNTY ROADS THAT WILL REQUIRE RECONSTRUCTION SHALL REMAIN OPEN FOR TRAFFIC AT ALL TIMES WITH ADEQUATE
NOTICE TO CONTRACTORS SAN BERNAIN O AVE. (TO THE SATISFACTION OFTE PROPERTY OWNER AND CITY INSPECTO R) 27 EA DETOURS DURING ACTUAL CONST RUCTION. E EVENT OF
CT IRRIGATION AS NECESSA RY AN ACCEPTABLE
STANDARD SPECIFICATIONS AND STANDARD FOURTH STRE RELOCATE EXISTING STREET TREE (RECONSTRU ECT 25. THE PRIVATE ENGINEER IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF WORK HEREON. IN G TH
SHALL COMPLY WITH THE GENERAL PROVISIONS LO CITY INSP DISCREPANCIES ARISING DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMININ
ALL WORK EMBODIED IN THESE PLANS ANCE WITH APPLICABLE CODES FROM 2001CBC/1997 UBC TO THE SATISFACTION OF THE PROPERTY OWNER AND SOLUTION AND REVISE THE PLAN FOR APPROVAL BY THE COUNTY OF SAN BERNARDINO.
PLANS OF THE CITY OF ONTARIO, LATEST EDITION AND BE IN CONFORM CITY OF ONTARIO SPECIFICATIONS ul 1 EA
AND 2001 CPC/2000 UPC, AWWA SPECIFICATIONS, AND THE NOTES CONTAINED ON THESE PLANS, �z U-i CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH 1 PER CITY OF ONTARIO ONTARIO STD. #1203 AN INTERSECTION, IT MUST BE MAINTAINED IN PLACE
ONFLICTING REQUIREMENTS. t__7 Z: �z 26� SHOULD ANY EXISTING STOP SIGN BE LOCATED ON A DEVELOPED CORNER OF
AND STANDARDS TAKE PRECEDENCE OVER ANY C 0 IS OPEN FOR TRAFFIC. AT THAT TIME, IT WILL BE
IT 0 THE EXISTING PAVEMENT UNTIL SUCH TIME AS THE WIDENED ROADWAY
C1 NDARDS 1 EA NEXT T AS OTHERWISE
THE EXISTENCE AND LOCATIONS OF ALL UNDERGROUND UTILITIES (UTILITY PIPES, STRUCTURES, ETC.) SHOWN ON THESE PLANS U) w �i RELOCATE EXISTING STREET LIGHT PER CITY OF ONTARIO STA RELOCATED THREE (3) FEET BEHIND THE NEW CURB IN THE VICINITY OF THE BEGINNING OF THE CURB RETURN OR
EMBER AGENCIES cr_ w �F
REVIEW OF RECORDS PROVIDED BY THESE M CC
LFouRT TR�� AN BEF
=j=s I L_s
(MAIN LINES ONLY - NO SERVICE LATERALS) WERE ASCERTAINED BY A UTILITIES NOT SHOWN OR bi m FINAL CAP 23,850 ISE DIRECTED YTEEENGINEER.
AND ARE APPROXIMATE. NEITHER THE OWNER NOR THE ENGINEER ASSUMES ANY RESPONSIBILITY FOR I-- IN & AC OVE'RLAY (0.20' MIN.) WITH 1" AGGREGATE ROCK IN
z
NOT IN THE LOCATION SHOWN. ONTARIO MILLS 1 (12" WIDE) PER CITY OF ONTARIO STD. #3013 4 EA
- SOUTHERN CALIFORNIA GAS CO. PRKY CONSTRUCT P 1 ARKWAY DRAIN NO.
WATER - CUCAGAS MONGA VALLEY WATER DISTRICT TELEPHONE - VERIZON (MOD{FIED TO REVERSE DRAINAGE AT 3.0%) 4 EA
SEWER - GAMONGA VALLEY WATER DISTRICT CABLE - CHARTER COMMUNICATIONS STD. #3005
ELECTRIC - SOUTHERN CALIFORNIA EDISON CO. INTERSTATE 10 CONSTRUCT LOCAL DEPRESSION PER CITY' OF ONTARIO
E DUE PRECAUTIONARY MEASURES TO PROTECT ALL UTILITIES SHOWN ON THESE PLANS ............................. (MODIFIED PER AILS ON SHEET 2) 310 LF SHEET INDEX
TEGONTRACTOR IS REQUIRED TO TAK . CALL UNDERGROUND SERVICE D32 CONSTRUCT WQMP SWALE PER DETAILS SHOWN ON SHEET 2 LEGEND
AND/OR ANY OTHER UNDERGROUND UTILITIES NOT OF RECORD OR NOT SHOWN ON THESE PLANS DESCRIPTION
ALERT (U.S.A.) 1-800-227-2600 ATLEAST 2 WORKING DAYS PRIOR TO EXCAVATION. (INCLUDES SAND, ROCK & PERFORATED PIPE) INDICATES ASPHALTIC CONCRETE PAVEMENT SHEET #
THE QUANTITY ESTIMATE SHOWN HEREON IS FOR THE USE OF GOVERNING AGENCIES IN DETERMINING BOND AMOUNTS AND/OR VICINITY MAP 1 TITLE SHEET AND INDEX MAP
FEES AND IS NOT TO BE USED FOR BID PURPOSES. N.T.S INDICATES REMOVE EXISTING PAVEMENT 2 TYPICAL SECTIONS & DETAILS
CONRPONINSURE THAT ALL SIDEWALKS, RAMPS, RAILS, CLEARANCES AND APPURTENANCES MEET 3-5 ONTARIO MILLS PARKWAY
THE TRACTOR IS ESSI TO
OR EXCEED THE MOST STRINGENT REQUIREMENTS OF CITY, STATE OR FEDERAL GOVERNMENT FOR ACCESSIBILITY. ADDITIONALLY INDICATES PROPOSED CONCRETE PAVEMENT 6-9 ETIWANDA AVENUE
ALL SIDEWALK FORMS SHALL BE INSPECTED AND APPROVED BY CITY, STATE OR GOVERNING AGENCY FOR ACCESSIBILITY PRIOR TO
POURING OF CONCRETE TO FINAL GRADE. ALL ADA ACCESSIBLE SIDEWALKS SHALL HAVE A SLOPE NO GREATER THAN 5% MAXIMUM PRIVATE ENGINEER S NOTE TO CONTRACTOR INDICATES GRIND & AC OVERLAY (0.15' MIN.) 10 BARRINGTON AVENUE
AND A GROSS SLOPE OF NO GREATER THAN 2% MAXIMUM. UTILITY PIPES AND STRUCTURES OR CONDUITS SHOWN ON THESE PLANS WERE OBTAINED BY A 11 FOURTH STREET
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND E THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. TC TOP OF CURB LT LEFT DRIVEWAY DETAILS
SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDG SHOWN AND ANY OTHER LINES NOT OF RECORD RIGHT 12
THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES I I BC BEGINNING OF CURB RT INTERSECTION DETAIL
OR NOT SHOWN ON THESE PLANS. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTLTIES OR EX EXISTING 13
STRUCTURES CONCERNED BEFORE STARTING WORK. CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBLILT TY FOR THE UNDERGROUND EC END OF CURB
0
0 CITY OF RANCHO CUCAMONGA UTILITY PIPES, CONDUITS, RSTTRUCTURES SHOWN OR NOT SHOWN ON THESE PLANS. -VALUES, SAND EQUIVALENTS AND FLIT FUTURE
ONLY" SHEETS 1, 2, 9 & 11 OF 13 GRADING.
LO "CITY JURISDICTION ACTUAL THICKNESS OF BASE MATERIAL TO BE DETERMINED BY SOIL TEST AND RECOMMENDED BY THE SOILS ENGINEER. R
OF STREETS SHALL BE SUBMITTED TO THE COUNTY OF SAN BERNARDINO FOR APPROVAL UPON COMPLETION OF ROUGH
IF APPLICABLE, STRUCTURAL SECTION
BASIS OF BEARINGS
0 BY
APPROVED DATE WN AS
HOLD HARMLESS AND INDEMNIFICATION CLAUSE BASIS OF BEARINGS IS THE CENTERLINE OF ETIWANDA AVENUE SHO
UNDERGROUND SERVICE ALERT ARDINO CONTRACTOR AGREES THAT HE/SHE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION ON THIS PROJECT NORTH 0907'17" EAST ON PARCEL MAP O. 17194 PER PMB 209/25-27,
ca F SAN BERN SAN BERNARDINO COUNTY RECORDS, CALIFORNIA.
COUNTY 0 INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS,
0 CALL: TOLL FREE OWNER, THE COUNTY OF SAN BERNARDINO, AND THE ENGINEER HARMLESS FROM ANY AND ALL
"COUNTY JURISDICTION ONLY R SHALL DEFEND, INDEMNIFY, AND HOLD THE
AND THAT THE CONTRACT
O
CIO & 13 OF 13
0 1 -800 SHEETS 1, 2, 5, 6, 7, 8, 9, 11 f LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT.
c:
CD
cn 227-2600 IMPROVEMENT PLAN & PROFILE SHEET
APPROVED BY DAT L B E R T A OF-I
0 3788 McCRAY STRE
c_ TWO WORKING DAYS BEFORE YOU DIG BENCH MARK: ELEV. 1012.04' L'o q TITLE SHEET CONTRACT
0- - RIVERSIDE, CA. 92506
ca OF ONTARIO PM 19003
REVISIONS DESIGNED BY: CITY 01 1
CD z PH: (951) 686-1070 FROM 13ARRINGTON AVE TO ETIWANDA AVENUE
3: "B.M. 10-35-92 SBD ONTARIO MILLS PARKWAY ACCOUNT
0 CALIF. DEPT. OF TRANS. TH STREET
11/16/2009 in rn FAX: (951) 788-1256
BY APPROVED/RCE. NO DATE cc A; S S 0 C T E S
CD MARK DATE ..... STD. BRASS DISK, TOP OF CONCRETE SUPPORT POST N . C44762 ETIWANDA AVENUE* FROM ONTARIO MILLS PKWY TO FOUR
I --- ER #1/3 MIRA LOMA- EXP, 3-31-10 DWG. No.
0 RECOMMENDED BY FOR SW LEG OF HIGH VOLTAGE TOW ONTARIO MILLS PKWY TO 29000 FT NORTHERLY
0 10' OF BARRINGTON AVENUE- FROM
I DRAWN Br. ASSISTANT ITY ENGINEER DATE PADUA, N. OF 1-10 AND E. OF ETIWANDA AVE. 60 - FRO
00 M ETIWANDA AVE TO 19200 FT WESTERLY
C> DATE R/W FENCE @ W. BOUND OFF APF 1-10 TO OF CAA_\I REET
I-, 1w
ca he-11.___ NDA AVE. - 3' ABOVE O.G. R. E.
0 ETIWA
0 REVIEWED BY: lc� ACCEPTED BY D E
C11TY E INEER
DATE ------
C11Y OF RANCHO C/L STY CONSTRUCTION NOTES
SNCUCAMONGA CITY OF R/W
SEE PLANS FOR OFFSET NTY C/L ly R/W 'LY ONTARIO
R/W CONSTRUCT 7" A.C. PAVEMENT OVER 8" C.A.B. MATERIAL (MINIMUM).
E.P. DIMENSION FROM C.L. OF STREET R/W 44" 44' 60' - VARIES 60' TO 70' SEE CITY OF ONTARIO GENERAL NOTE 18. (59,740 SF) (ONTARIO MILLS PKWY)
5' MIN 32' 12 12' 48, VARIES 48' TO 58- --------31w 12'
=3 ---aw
12' 32' CONSTRUCT 2" ARHM OVER 6" A.C. PAVEMENT OVER 6" C.A.B. (MINIMUM).
9 5.5' --6.5%
AC OVERLAY .005.5 6.5 -6.5' 5.5' SEE CITY OF ONTARIO GENERAL NOTE 18. (59,100) (ETIWANDA AVE.)
w EXIST. A.C. (n 6.5 5.5' EXISTING
1 (0.15- MIN.) PAVEMENT CL= 0.00 CURB & GUTTER
-0�10 CONSTRUCT 8" P.C.C. PAVEMENT WITH HWWM (6x6-W2.9xW2.gWWF) PLACED AT MID-HEIGHT
2% u: 0.10'
2A�
.7 7 -.2% IN TES OVER 6" CA,B. (MINIMUM). ) (ONTARIO MILLS PKWY)
SEE CITY OF ONTARIO GESF
NERAL NOTE 18 (97,100
2%
2% 2% 2% ---- ------
------ P.C.C. C
iI
(6x6-W2.9xW2.gWWF) PLACED AT M{D-HEIGHT
T Is .B. (MNIMUM).
EXIST. BASE 5 7 EXISTING EXISTING 7 IN THE SLAB. OVER 6
NEW BASE COURSE 5 CURB & GUTTER PAVEMENT SEE CITY OF ONTARIO GENERAL NOTE 18 (41,800 SF) (ETIWANDA AVE.)
COURSE 13 SAWCUT AND REMOVE
is MIN EXIST. PAVEMENT TYPICAL SECTION ONTARIO MILLS PKWY- TYPICAL SECTION FOURTH STREET CONSTRUCT 8" CURB & GUTTER TYPE "B" PER CITY OF ONTARIO STD. #1201
U3 JOIN DETAIL STA.
® TO STA. 13+90.31 NOT TO SCALE CONSTRUCT 8" CURB ONLY TYPE 'A' PER CITY OF ONTARIO S . #1201
OTT SCALE T.I.=12.0
ONTARIO MILLS PARKWAY & BARRINGTON AVENUE T.I.=10.0 R=60 CONSTRUCT SIDEWALK PER CITY OF ONTARIO STD. #1209
NOT TO SCALE R=60 CONSTRUCT MEDIAN HARDSCA PE/LANDSCA PE PER CITY OF ONTARIO STD. #1109
Sly C/L EAST SAW CUT & JOIN EXIST. PAVEMENT PER DETAIL ON SHEET 2
NTY C/L WEST CnY OF ONTARIO SAN BERNARDINO COUNTY R/W
VARIES 56.7' TO 70'
44' 44' VARIES 75.5 TO 90' REMOVE EXISTING PAVEMENT
32' 32' 2--------- VARIES VARIES RELOCATE EXISTING STREET TREE (RECONSTRUCT IRRIGATION AS NECESSARY
12 p ' TO 82.5' VARIES 39' TO 50.5' 5# 3.5' TO 21'
VAR. 2' TO 14' 5.5 6.5 7.5' TO 8' VARIES 68 TO THE SATISFACTION OF THE PROPERTY OWNER AND CITY INSPECTOR)
E.P. SEE PLANS FOR OFFSET 6.5' 5.5' +0.53' MEDIAN +0.53 0 -
DIMENSION FROM C.L. OF STREET -0.10, 5.5' -0.89, 13 CL= 0.00' EX. PAVED CONSTRUCT PARKWAY DRAIN NO. 1 (12- WIDE) PER CITY OF ONTARIO STD. #3013
.7 0.10' 6 6 7 SHOULDER (MODIFIED TO REVERSE DRAINAGE AT 3.0%)
5' MIN. 175 7 4
1 2% 2% 2%
cr- 1 2% 2% - -------- CONSTRUCT LOCAL DEPRESSION PER CITY OF ONTARIO STD. #3005
ARHM OVERLAY 2%
VARIE;7
VARIES 31' 10�OW)�
EXIST. A.C. (MODIFIED PER DETAIL SHOWN ON SHEET 2)
2 (0.15' MIN.)
FULL DEPTH PAVEMENT PAVEMENT EXISTING
i�s 0 5 5 20 PAVEMENT
WHERE CALLED OUT ON PLAN 2% m 7
CONSTRUCT WQMP SWALE PER DETAIL S SHOWN ON SHEET 2
(ETIWANDA AVE) 5 CL= 0.00' 9 (gy- (INCLUDES SAND, ROCK & PERFORATED PIPE)
TYPICAL SECTION ONTARIO MILLS PKWY* TYPICAL SECTION ETIWANDA AVE.
EXIST. O BASE STA12+70.00 TO STA. 18+68.00 LEGEND
NEW BASE COURSE STA. 13+90.31 TO STA. 19+13.96 NTT SCALE
COURSE 13 SAWCUT AND REMOVE NTT SCALE T.I.=12.0 INDICATES ASPHALTIC CONCRETE PAVEMENT
is MIN EXIST. PAVEMENT T.I.=10.0 R=60
R=60 INDICATES REMOVE EXISTING PAVEMENT
C/L EAST INDICATES PROPOSED CONCRETE PAVEMENT
JOIN DETAIL WEST CITY OF ONTARIO BERNARDINO COUNTY R/W
( 9R W
ETIWANDA AVENUE NTY C/L S,Ly VARIES 60' TO 79' VARIES 50' TO 70' INDICATES IN & AC OVERLAY (0.15' MIN.)
NOT TO SCALE R/W R/W VARIES VARIES 48' TO 71.5' VARIES 39 TO 50.5' VARIES
VARIES 44 TO 57' VARIES 44' TO 78' 7.5' TO 12' VARIES 7' TO 24.48' VARIES 2.5' RT. 50 3.5' TO 2 is TC TOP OF CURB LT LEFT
12 VARIES 32' TO 45' VARIES 32' TO 64' 12 TO 11.98, T. BC BEGINNING OF CURB RT RIGHT
0
7-�l END OF CURB EX EXISTING
VAR. 2 TO 14' 5.5' 65 5.5 EX. PAVED EC
* +0.62' TO +0-43' T-�
5.5`_ ----------- +0.53' -0.10' TO 7 -SHOULDER "ell FUT FUTURE
+0.53' MEDIAN -0.36 /--04 6
2% ) 2% 6
6
_VARIES 44 To 57
TO 45'
VARIES 32
'u
-0.47L'�'
0
VARII
5.5' _0.89�
2
- -------- -----
6 --------
f A
n2%.
3 2% 5 9 NININ,TREET
VARIES 20
PROPOSED VARIES VARIABLE .7 14' TO 17' 50 CL= 0.00 R/W
CURB ONLY 0' TO 8' THICKNESS 1;1\ 5 9 5 7 1 1 1 EX. ASPHALT RUBBER PAVEMENT 3 12'
EXIST. AC AC OVERLAY CL= 0.00' PER CONTRACT NO. ST0705 CITY 6.5' 5.5
(0.15' MIN.) ONTARIO PLAN NO. R-6516 DRAINAGE--I
& BASE `w-41 NJ MICAL SECT'ION ONTARIO MILLS PKWY- EASEMENT 5 1.5' SIDEWALK
27. STA. 19+13.96 TO STA. 22+64.54 TYPICAL SEC11ON ETIWANDA AVE*
27.
STA. 23+74.59
MIN TO STA. 31+54.79 STA. 18+68.00 TO STA. 27+18.53
FLOWLINE ELEV.
NOT TO SCALE PKWY DRAIN NO.
FE-R-PL A N
2% NOTTO SCALE
T.I. 1T.I.=12.0 It MODIFIE
= 0 D 30
R= 0.0
=60 811 CF
R6
FULL DEPTHPAVEMENT 3%
3% 211
WHERE PAVEMENT EXIST EAST C/L EAST
(ETIWANDA AVE) WEST C/L R/W WEST CITY OF ONTARIO SAN BERNARDINO COUNTY R/W 6" SANDY LOAM TURF-
R/WP.U.& R W VARIES 50' TO 70"
FULL DEPTH PAVEMENT L.S. EASE. VARIES 60 TO 79' -xv. 6" AST C- 3 SAND-`-,
WHERE PAVEMENT EXIST 33' 33 1 1 -
(ETIWAN DA AVE) LEFT TURN POCKET PA\ANG DETAIL I VARIES 48 TO 71.5' VARIES 39- TO 50.5 VARIES 12" THICK - 3/4" ROCK
32' lit VARIES I*- -
is 32' 5# 3.5' TO 2
ONTARIO MILLS PARKWAY & ETIWANDA AVENUE t 1 7.5' TO 12' VARIES 7' TO 24.48' VARIES 2.5' RT.
5.5 6 6" PERFORATED PIPE
To 11.98, LT. CUT & JOIN 6" PVC PIPE TO DRAIN
NOT TO SCALE +0.53' INTO BACK OF CATCH BASIN PER
EX. PAVED
.18 +0.62' TO +0.43'
7 1 7 TO +0.18 -SHOULDER SEPARATE STORM DRAIN PLAN
.7 2) 2% 6 6
2. ® 3--------
=-------- ------------------ WQMP SWALE DETAIL
------------------
.7
6" 4" T� 1L EXISTING �7 5 20 9 �D2 NORTH SIDE ONTARIO MILLS PKWY
%- EXISTING EXISTING
T CURB & GUTTER IDEWALK CL= NOT TO SCALE
CURB & GUTTER PAVEMENPROPOSED S 0.00'
(ADJACENT TO PAR. 2 ONLY) EX. ASPHALT RUBBER PAVEMENT R/W
8" C.F. AC PAVT NOTES: SEE BELOW FOR PAR. 3 PER CONTRACT NO. ST0705 CITY 12'
VEO -6516
TYPICAL SECTION BARRINGTON A ONTARIO PLAN NO. R
1. CONCRETE SHALL BE CLASS 520-C-2500 PER SECTION 201 55 6.5'
SSP CURING
`" COMPOUND SHALL BE TYPE 1-D. NTT SCALE TYPICAL SECTION ETIWANDA AVE. SIDEWALK 1.5' 3= 21
C.'TA
2. ALL EXPOSED CORNERS SHALL BE 1/2" RADIUS. CL a 27+18.53 TO STA. 32+98.93
"c BARRINGTON EX. 11' SCALE FLOWLINE EASEMENT FOR f'. . & LANDSCAPE NOT TO ELEV.
AVE. R/W TO THE CITY OF ONTARIO PER PM 15102 T.I.=12.0 7.15 PER PLAN
8 CURB ONLY ME W I R=60 29 41 30 MODIFIED
33'
PER CITY OF ONTARIO SM. #1201 32' 20'± 811 CF
NOT TO SCALE EX. SCREEN WALL ---- 1.15'
DETAIL FOR CONTRACTOR CONVENIENCE ONLY ORIGINAL AGENCY STANDARDS BOOK 2" 3%- 3%
SHOULD BE KEPT SITE FOR REFERENCE. 7± 6" SANDY LOAM TURF
-4
5'± c --*-FLOW 6" ASTMC-33 SAND
C.L. EX. TREES@ 8" CF 8" CF 3/4" ROCK
12" THICK
0 CITY OF RANCHO C�UCAMONGA 10" CF 6" PERFORATED PIPE
cu + t
30 " CUT & JOIN 6" PVC PIPE TO DRAIN
LD "CITY JUR ICF
ON ONLY 10
INTO BACK OF CATCH BASIN PER
EX. STREET MODIFIED PARKWAY SLOPE SEPARATE STORM DRAIN PLAN
5.5' (5:1 SLOPE OR LESS)
I
APPROVED BY ------- PROVEMENTS
DATE m
WOMP SWALE DETAIL
En UNDERGROUND SERVICE ALERT
COUNTY OF SAN BERNARDINO SIDEWALK 1 LOCAL DEPRESSION (MODIFIED) SOUTH SIDE ONTARIO MILLS PKWY
0 CALL: TOLL FREE
0 (ADJACENT TO PAR. 3 NOT TO SCALE NOT TO SCALE
I
co
0 1 -800 "COUNTY JURISDICTION ONLY"
NOT TO SCALE
rI
w 227-2600 APPROVED BY 0 N & PROFILE
D-tA J
D A L B E R T A. STREET IMPROVEMENT PLA SHEE7 2
CIVIL ENGINEERS _01, 13
0 9?,Qf ESS/-
c- TWO WORKING DAYS BEFORE YOU DIG
a- BENCH A4 LV. 1012.04' 10 3788 McCRAY STREET CONTRACT
cz REVISIONS DESIGNED BY: CITY OF ONTARIO 4;
RIVERSIDE, GA. 92506
cn 61,
'-Z po EBB PM 19003
0 /RCE. NO DATE li/16/2009 CALIF. DEPT. OF TRANS. "B.M. 10-35-92 SBD PH: (951) 686-1070 TYPICAL SECTIONS & DETAILS ACCOUNT
MARK DATE BY APPROVED
cn -
NO. C44762 A S S OeC,.k A E S
C) STD. AS DISK, TOP OF CONCRETE SUPPORT POST EXP. 3-31-10 FAX: (951) 788-1256 c
0 DRAWN BY: --- RECOMMENDED BY FOR SW LEG OF HIGH VOLTAGE TOWER #1/3 IALLOMA o. R-
I DATE DWG. N
CO ASSISTAN CITY ENGINEER
0 DATE PADUA, N. OF 1-10 AND E. OF ETIWANDA AVE. - 10 N.E. OF
I'll
co R/W FENCE @ W. BOUND OFF RAMP FROM 1-10 TO OF CAOF ------IN4
CDIWA3' ABOVE O.G. 03-31-10
C) ACCEPTED BY ETNDA AVE.
REVIEWED BY: AT
cl NGINEER DATE VO Mal
DATE
-----------
GRAPHIC SCALE
40 20 0 40 80 120
UNDERGROUND SERVICE ALERT
GILL T*LL ETEr
1-800
2 -2600
27
TWO WORKING DAYS BEFORE YOU DIG
-------------
is
REVISIONS DESIGNED BY:
...........II IIII III III II �N u�l
]�IAPPROVED/RCE. NO 11/16/2009
DATE
DRAWA BY: --ajg
DATE
j REVIEWED BY:
DATE
- ----------- 4- -
169
170
4flywki
IETIWANDA AVENUE
F 0 U R T H S T R E E T SEE SHEET 9
CITY OF RANCHO CUCAMONGA
1V JURISDICTION ONJ.,-Y"
DATE
COUNTY OF SAN BERNARDINO
"COUNTY JURISDICTION ONLY
APPROVED BY o
D T E
CITY OF ONTARIO
RECOMMENDED BY
�V6
DATE
AXSS�ISTAN CITY ENGINEER
ACCEPTED BY .on -------
ENGINEER DATE
BENCH MARK: ELEV. = 1012.04'
CALIF. DEPT. FTAANS. "B.M. 10-35-92 SBD"
STD. BRASS DISK, TOP OF CONCRETE SUPPORT POST
FOR SW LEG OF HIGH VOLTAGE TOWER #1/3 MIRA LOMA—
PADUA, N.' OF 1-10 AND E. OF ETIWANDA AVE. — 10' N.E. OF
R/W FENCE @ W. BOUND OFF APF 1-10 TO
ETIWANDA AVE. — 3' ABOVE O.G.
cn
NO. C44762
EXP.
CIVIL
ENGINEERS
3788
McCRAY STREET
RIVERSIDE, CA. 92506
PH:
(951) 686-1070
FAX:
(951) 788-1256
LT
LEFT
CONSTRUCTION NOTES
0— CONSTRUCT 8" CURB & CUTTER TYPE "B" PER CITY OF ONTARIO STD. #1201
CONSTRUCT SIDEWALK PER CITY OF ONTARIO STD. #1209
12 CONSTRUCT SIDEWALK OBSTRUCTION TRANSITION PER CITY OF ONTARIO STD. #1216.
13 SAW CUT & JOIN EXIST. PAVEMENT PER DETAIL ON SHEET 2
19 ADJUST TO GRADE PER CITY OF ONTARIO STDS. #2001 (WATER) OR #4005 (SEWER)
20 REMOVE EXISTING PAVEMENT
21 REMOVE & REPLACE EX. CATCH BASIN PER CITY OF ONTARIO STDS.
#3003 AND #3005 & RECONNECT TO EX. 18- RCP (VERIFY IN FIELD)
23 REMOVE EX. FENCE
24 PROTECT IN PLACE
LEGEND
INDICATES PROPOSED CONCRETE PAVEMENT
TC
TOP OF CURB
BC
BEGINNING OF CURB
EC
END OF CURB
LT
LEFT
RT
RIGHT
EX
EXISTING
STREET IMPROVEMENT PLAN & PROFIL'37'
FOURTH STREET I
SHEET 1 '4 1
OF
CONTRACT
ACCOUNT
WG. No.K-48 2 DO
r r
1 I 1 1 .,..,.�; .
� ;ra 1 I r L ,
, ,
. � I r
,. t
, 1
l 1 ,.
r l l ,
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c .,eriAl
t
M1;
MY
rY
i Y
•
Y „
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M
*
*^
y
.,. r ai ,;, rr. , �.:w �;;.rr, Y Y' „*'i„ Mt,M�' � * ►� ,.yam"' � , � '"': � t....
,y� � it y � li �YY! � ,� ' * � � � � .: Y Y � � � � " � � � � .. ` } ": ; �Y „� �! , • '
„
*
GENERAL NOTES
T J
f, . Y ♦ i. i ` * MY 11, ", aft
Ila -l' ow g1;1I III FOR
UNDERGROUND SERVICE ALERT 4 , , FOLLOWING ORGANIZATIONS U.S.A. S
ACCORDINGI I Y
WITHIN THE PROJECT ARE.
ATT DISTRIBUTION GOLDEN STATE FOR TIME WARNER TELECOM TERRADEX INC.
VALLEYCUCAMONGA I ICT SOUTHERN CALIFORNIA GAS COMPANY UTI FOR CHARTER COMMUNICATIONS
FONTANA WATER COMPANY SOUTHERN CALIFORNIA GAS COMPANTI FOR SOUTHERN CALIFORNIAIDISTRIBUTION
EXISTENCETHE L UTILITIES ffILITY PI , STRUCTURES, C.) SHOWN ON THESE PN �MAJN LINES ONLY — NO SERVICE
REVIEWLATERALS) WERE ASCERTAINED BY A !D D BY THESE MEMBER AGENCIES AND ARE APPROXIMATE. NE HER THE OWNER NOR THE ENGINEER
ASSUMES ANY RESPONSIBILITY FOR UTILITIESIN THE LOCATION .
THE CONTRACTOR IS REQUIREDI LL UTILITIES SHOWN ON THESE PLANS AND/OR ANY OTHER UNDERGROUND
UTILITIES
CALL UNDERGROUND SERVICEL . 1-800-227-2600 AT LEAST 2 WORKING DAYS PRIORI.
UNDERGROUND SERVICE ALERT
CALL: TOLL FREE
1-800
227-2600
TWO WORKING ►R►
t�Gn
APPROVEDREVISIONS
B DA`
CITY ENGINEEf.
IN THE
CITY OF ONTARIO, CALIFORNIA
SHEET 7
i
MISANtY' 1
BERNARDINO
,.._
9
»era
PROPOSED
�.a I
E
PROLOGIS
(REFERCROSSROADS
SEPARATE
GRADINGY
ALBERT A. WEBB ASSOCIATES)
x
x
x
O 'a
"f
Iri�r'
w,
PARKWAY
is
**w*ONSTRUCTION NOTES QUANTITY ESTIMATE
THE QUANTITIES SHOWN MF ARE
• BONDING INFORMATION
' i CONTRACTOR
aR TO
CONSTRUCT
R M1Yfit PER
THESE 11 y.. a D
SUP -MIT CONSTRUCTION BID BASED UPON THEIR OWN QUANTITY "TAKE OFF ot
1CONST.
' WIDE BOTTOM EARTH CHANNEL
101,750
INSTALL 1" DEEP NON—VEGETATED COARSE SAND B01TOM
306 CY
1tATE
Ta 1 At 9 4 IF
CONSa
RIP—RAPLEGEND
ROCK I
CALTRANS STD. PLAN D81 W/ � FLAT INVERT
. EDGE OF PAVEMENT
AP
ANGLEPOINT
6 EA
4
CONST. 4.5'x12' PRECAST REINFORCED CONC. SINGLE BOX CULVERT PER CALTRANS STD. PLAN
244 LF
D80 AND CALTRANS DETAILS xs17-020e, xs17-030e, & xs17-040e. (SEE SHEETS 12 & 13
BEGINBC
CONST. 4'x8' PRECAST REINFORCED CONC. SINGLE BOX CULVERT PER CALTRANS STD. PLAN
IPOINT
{
D80 AND CALTRANS DETAILS xs17-020e, xs17-030e, & x 17 -040e. (SEE SHEETS 12 & 13)
ENGINEER
EXIST.I
CB
CATCH I
INV
INVERT
I
*u
I-
CONSTRUCTIL ON SHEET 3 TO PROTECT
45 LF
CFSIO.C.
CUBICL
I_
LPOINT
N
460 LF
s -FEET
I T. I
7 1
1
1a a1
INSTALL 1lRIP—RAP(' I T .
ON CENTER
1CONST.
PROPOSED CHANNEL SLOPE
1 EA
EXIST. INDUSTRIAL SEWER
CLM
CONTROLLED LOON
STRENGTH MATERIAL
PL
PP
PROPERTY LINE
POWER POLE
CALTRANS
CONC.
CONCRETE
T.
POINT
MANHOLE PER STANDARD1 OF THE STANDARD PLANS FOR
1 EA
-
I I I L
DWY
DRIVEWAY
C
RIGHTY
EXISTING CHANNEL SLOPE
E
END CURVE
RB
REINFORCED
EXIST. TELEPHONE
EP
EDGE OF PAVEMENT
CONCRETE BOX
EXFG
EXISTI I
I
EASEMENT LINE
I
DRAIN
- - �-
I
FOC
FACE OF CURB
SF
SQUARE FEET
w mHYDRAULIC
GRADE LINE
FACE OF LSIDEWALK
CITY/COUNTYLIMIFOW
TS
F
ECOND
TD
TOP OF IFOOTING
CENTERLI
I
FS
1 IKE
FUT
FUTURE
TG
TOP OF GRATE
EDGE OF PAVEMENT
L
FLOWLINE
TW
TOP OF WALL
GB
I<
TYP.
TYPICAL
UNDERGROUND SERVICE ALERT
CALL: TOLL FREE
1-800
227-2600
TWO WORKING ►R►
t�Gn
APPROVEDREVISIONS
B DA`
CITY ENGINEEf.
IN THE
CITY OF ONTARIO, CALIFORNIA
SHEET 7
i
MISANtY' 1
BERNARDINO
,.._
9
»era
PROPOSED
�.a I
E
PROLOGIS
(REFERCROSSROADS
SEPARATE
GRADINGY
ALBERT A. WEBB ASSOCIATES)
x
x
x
O 'a
"f
Iri�r'
w,
PARKWAY
is
**w*ONSTRUCTION NOTES QUANTITY ESTIMATE
THE QUANTITIES SHOWN MF ARE
• BONDING INFORMATION
' i CONTRACTOR
aR TO
CONSTRUCT
R M1Yfit PER
THESE 11 y.. a D
SUP -MIT CONSTRUCTION BID BASED UPON THEIR OWN QUANTITY "TAKE OFF ot
1CONST.
' WIDE BOTTOM EARTH CHANNEL
101,750
INSTALL 1" DEEP NON—VEGETATED COARSE SAND B01TOM
306 CY
1tATE
Ta 1 At 9 4 IF
CONSa
CALTRANS STD. PLAN D81 W/ � FLAT INVERT
CONST. DROP STRUCTUREL ON SHEET 8
6 EA
4
CONST. 4.5'x12' PRECAST REINFORCED CONC. SINGLE BOX CULVERT PER CALTRANS STD. PLAN
244 LF
D80 AND CALTRANS DETAILS xs17-020e, xs17-030e, & xs17-040e. (SEE SHEETS 12 & 13
CONST. 4'x8' PRECAST REINFORCED CONC. SINGLE BOX CULVERT PER CALTRANS STD. PLAN
201 LF
{
D80 AND CALTRANS DETAILS xs17-020e, xs17-030e, & x 17 -040e. (SEE SHEETS 12 & 13)
ENGINEER
CULVERTCONST. BOX I L . PLAN D86A (SEE
5 EA
PLAN FOR DIMENSIONS)
CONSTRUCTIL ON SHEET 3 TO PROTECT
45 LF
AMO
EXISTING SEWER MAIN.
I_
F7"
I " RCP (D-2000) PER CITY OF ONTARIO. 1306
460 LF
:
CONST. I L UTILITY DETAIL
7 1
1
1a a1
INSTALL 1lRIP—RAP(' I T .
5,100
1CONST.
JUNCTION -1 OF THE STANDARD
1 EA
PLANS FOR PUBLIC WORKS CONSTRUCTION
1CONST.2.5'x6'
IN—PLACE REINFORCED CONC. SINGLE BOX CULVERT
CALTRANS
HEADWALL STRUCTURE PER DETAILST. 7
1 EA
1CONST.
MANHOLE PER STANDARD1 OF THE STANDARD PLANS FOR
1 EA
PUBLIC I
1CONSTRUCT
CONCRETE COLLAR1
EA
PUBLIC WORKS CONSTRUCTION
CONSTRUCT SLOPED PROTECTION THREI INLET BARRIERPLAN
1 EA
— (MODIFIED) lCONSTRUCTION
VARIES CONSERVATION /DRAINAGE EASEMENT WIDTH VARIES FROM 3' TO 11 '
' TO 7'
1.'I,YARIES
� 2.0' MIN.
04I
77
o65
,77
1
1" NONVEGETATED COARSE SAND BOTTOM
FROM A. 11 +05 TO S7A. 1+70 ONLY
EARTHEN CHANNEL TYPICAL SECTION
NOT TO SCALE
EARTHWORK
rr1rr rUAN?r'
73,300j800 CY f
IM
RIP -
00° I I
prol
f
:f� I
INDEX MAP
SCALE: 1 "=250'
_7r...
EXISTING GAS LINE NOTES
1.NO MECHANICAL EQUIPMENT WILL BE PERMITTEDWITHIN EXISTING " GAS PIPELINE, AND ANY
CLOSER WORK MUST BE DONE Y HAND. (SEE SHEET 3)
REPRESENTATIVETHE GAS COMPANY MUST OBSERVE THE EXCAVATIONl " FACILITY
INSURE PROTECTIONI I Y 1
845-0712 TWO WORKING DAYS PRIOR TO START OF CONSTRUCTION, (SEE SHE 3)
CONTACT3. PLEASE HARLEY PETERSON AT 3 FOR INFORMATION ON THE REMOVAL OF THE EXISTING ABANDONED 8" GAS
LI
DESIGNED
BY: JCC/SRH
CITI" O
BENCHMARK: y
1tATE
JULY 2008 •
CALIF. DEPT. OF TRANS. r 0
STD. BRASS DISK, TOP OF CONCRETE SUPPORT POST
Y
RECOMMENDED BY
OR SW LEG OF HIGH 1 ' ♦'
{
Y ,..ITY
AS
ENGINEER
4 f
W FENCE @ W. BOUND OFF RAMP FROM 1 10 TO
NIWANDA
AMO
ACCEPTED BY .-IAVAi
I_
F7"
F92MAKA-WAMY,:
:
__qLTYjjENGI
NEER
DATE
Y .
t
DESCRIPTION
1 TITLE SHEET AND INDEX MAP
CHANNEL2 CALTRANS REHABILITATION PLAN & PROFILE
PROFILE3-4 EASTERN CHANNEL PLAN &
5 EASTERN CHANNEL / LI -A-1- PLAN & PROFILE
I "A-2" PLAN & PROFILE
7 LATERAL"" PLAN AND PROFILE
TEMPORARY PROTECTION BERM DETAIL
STANDARD PLANS & DETAILJ
I
a
BENCH
`'iiilllllIWALL PER SEPARATE PLANS
t
F:
I
ON—SITE
IT PER SEPARATE PLANS
I
k r
I ..
Sd
2.0
APPROVAL SHALL BE REQUIRED FROM THE FOLLOWING AGENCIES PRIOR TO
BEGINNING CONSTRUCTa
1. CITY OF ONTARIO
2. CALTRANS
3. TY OF SAN BERNARDINO FLODD CONTROL
4. CITY OF RANCHO CUCAMONGA
..rr
K
� r>
II 1601TU
k
>.
Y STREET
JVErte'
SIDE, CA. 92506
;.X: 951 �. I
r I a 11M - .,..
M
I y
ViCINIT'Y SAP
NOT TO SCALE
SHEET—1 OF_j 4
PM 19003 CONTRACT
ACCOUNT
DWG. No. D
PROP. TOP OF E LY $LOPEl 64 - 76 RT. -
...........
"TOR OF WILY 10WOVEIMt 51.
OF
RCQ
Or
C)
C)
IW
1�
LO
04
Lo
C>
+ +
4--
+
C)
C) CONC. LINED CHANNEL INVERT
0
MOCL
tr R P- -,,,30 LT
24.0' 44.0'
LJ U-)
0 -
GL
1.0,
1030.50
5.0 25.0' 19.0, 19.0 --- 1.0
ASSI's' T
1L7 'A.'
0
tjj
00
ACCOUNT
30.0
W FENCE @ W. BOUND OFF RAMP FROM 1-10 TO VIWANDA
3' ABOVE O.G.
4z
. ...... ....
COMPACTED-/
---- -------
16.0' 64.0
Or
C)
C)
IW
1�
LO
04
Lo
C>
+ +
0 M
+
C)
C) CONC. LINED CHANNEL INVERT
0
IEAST
tr R P- -,,,30 LT
24.0' 44.0'
LJ U-)
0 -
GL
1.0,
1030.50
5.0 25.0' 19.0, 19.0 --- 1.0
ASSI's' T
1L7 'A.'
0
951 686-1070
00
ACCOUNT
30.0
W FENCE @ W. BOUND OFF RAMP FROM 1-10 TO VIWANDA
3' ABOVE O.G.
4z
. ...... ....
COMPACTED-/
-030
.. ..... . .....
PROP. 4 k8 RCI3 NVERT
AVE. -
r-
0
',EIN FORCED CONC M-13
O'X CULVE
DATE
-H
M
IR
(3,000 PSI)
.00 2Q
00
�Z_ 2, &Z+
GONG. LINED CHANNEL INVERT
+ Q0 CD f
IPROP. FL L OF CHANNE
IIC/
REMOV E,
ttx8
IE
4 R
z
.IHY_DRAULI0..__D.ATA.J
'QlOo=390 cfls
..... .... ... Z t
LLJ 00 z
�Vlob=2 ps
Z X_ :z 3: -
.......... L)
ED
p
WORK,_.WIT.HIiN,_._STRtET.
=xz: lco zwc)
SHALL NOT BEGIN PRIOR To o4/1
to to
w M
x
STRUCTA762-2'l,OF4- 8,,-,-RCB-
II+
+ In 004
004 )LO wo i i �Lo ZU-JQ
PER CALTRARS STD. PSQ (PREC Tj
co
MAINTAINED'-BY-RANCHOCUCM
0
T
CHANNEL V7 FLOWLIN 4' CUTOFF WALL (REINFORCEMENT FIER CALTRANS STANDARDS) 40 EAST R/W 44.0'
19.0, 25.0'
:H
:>
i 0.0,
16.0' 64.0
Or
C)
C)
C) C)
C)
1�
LO
04
Lo
C>
+ +
0 M
+
C)
C) CONC. LINED CHANNEL INVERT
0
IEAST
R/W
24±
24.0' 44.0'
LJ U-)
0 -
6" THICK CONCRETE
1.0,
REINFORCED WITH #4 BARS __* -------
5.0 25.0' 19.0, 19.0 --- 1.0
ASSI's' T
@ 12" O.C. EACH WAY 7 , 7777777777777 77
0
951 686-1070
00
ACCOUNT
30.0
W FENCE @ W. BOUND OFF RAMP FROM 1-10 TO VIWANDA
3' ABOVE O.G.
4z
. ...... ....
COMPACTED-/
!nT"7��_4
NATIVE
1.0
AVE. -
------
SECTION C -C
MOT TO SCALE
44.0 25.0' 19.0, 1.0,
b- I Hl K PCC (3,000 PSI) - CONC. LINED CHANNEL INVERT
7-7-Z
ANDAL _VERlE-Y 10CATIO' NOTE: I.CONTRACTOR-."LSHAILL ILITY GROSSIN dON ECTIOW TROPOSED tARTH' CHANNEL EL�EV4TIOW OF ALL UT S �AND ION ISTART—- OF- tO NSTRU CT -polh TO-, SECTION B -B
SEE-I'SHEET PROFILE SCALES
NOT TO SCALE
35
Lp
Ith, 01 py I
CALL: TOLL FREE '%No% A&
N wo BY' 00 F wn% A mr, 42 to %; Ono 0% to %; mum C A M
:>
2 2 7 0 0 APPROVED BY DATE: R. C. E. N 0. E; -ar, o7 2.
CITY ENGINEER 400 WORKING DAYS BEFORE YOU DIG
REVISIONS
DESIGNED BY: JCC/SRH
Or
Aft IL a==
wj IN I A11110
SECTION A -A
1�
SHEET 0 F__L'_l
0 M
NOT TO SCALE
......
0
IEAST
R/W
24±
24.0' 44.0'
LJ U-)
0 -
RECOMMENDED BY
1.0,
5.0 25.0' 19.0, 19.0 --- 1.0
ASSI's' T
41-020
PH-
951 686-1070
Ilia-
ACCOUNT
30.0
W FENCE @ W. BOUND OFF RAMP FROM 1-10 TO VIWANDA
3' ABOVE O.G.
4z
. ...... ....
A ACCEPTED BY
DWG. No. D -
AVE. -
CITY
GI
',EIN FORCED CONC M-13
O'X CULVE
DATE
-H
6" THICK PCC
IR
(3,000 PSI)
-7,77. 77,,,77',
�Z_ 2, &Z+
GONG. LINED CHANNEL INVERT
. . ........ I.............
7-7-Z
ANDAL _VERlE-Y 10CATIO' NOTE: I.CONTRACTOR-."LSHAILL ILITY GROSSIN dON ECTIOW TROPOSED tARTH' CHANNEL EL�EV4TIOW OF ALL UT S �AND ION ISTART—- OF- tO NSTRU CT -polh TO-, SECTION B -B
SEE-I'SHEET PROFILE SCALES
NOT TO SCALE
35
Lp
Ith, 01 py I
CALL: TOLL FREE '%No% A&
N wo BY' 00 F wn% A mr, 42 to %; Ono 0% to %; mum C A M
:>
2 2 7 0 0 APPROVED BY DATE: R. C. E. N 0. E; -ar, o7 2.
CITY ENGINEER 400 WORKING DAYS BEFORE YOU DIG
REVISIONS
DESIGNED BY: JCC/SRH
Or
Aft IL a==
wj IN I A11110
F=
0
1�
SHEET 0 F__L'_l
0 M
APPROVED/RCE. NO
11 JULY 29, 2008
DATE
0
P M 19003 CONTRACT
LL_
Uj
n
LJ U-)
0 -
RECOMMENDED BY
RCI3 LINE PLAN AND PROFILE
DATE
ASSI's' T
ClITY ENGINEER
PH-
951 686-1070
Ilia-
ACCOUNT
10.7
W FENCE @ W. BOUND OFF RAMP FROM 1-10 TO VIWANDA
3' ABOVE O.G.
4z
FAX:
A ACCEPTED BY
DWG. No. D -
AVE. -
CITY
GI
H RIZ. : 1 = 40
VERT. : 1 " = 4'
39
z
1-1%
Ld
0
=:�
F=
0
U_
0
SHEET 0 F__L'_l
0 M
ce-
M CL
0
P M 19003 CONTRACT
LL_
Uj
n
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0 -
0
r
r
b
M /. "RROP. DRAINAGE ESM'T 77 777 �0 9 C-4 I0
7- 00
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04
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10�0 (D /56 0
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Ld z 0 Z: co-) 0 LIJ
z
Ld 0 V) z
Z LJ z z Z V) z z F_ F_ Uj z z Z Ld CL F- af w 8 0 0
0 LLJ LAJ Lij 0- CL =
w - F-
= z w CL Uj
M CL C:) 00 C) 0 a- 0) a a c� 0 w -
C) F-0 C:) z -j c) zo z c� W C-) r- K) C) 0 0
< V) < _j q - 0
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wm .- Uj - > M - >Uj Uj qt UjM
CONCRETE LINED CHANNEL DETML-4
EXISTING UTILITY CORRIDOR PROTECTION
SCALE: 1 " = 0'
04 W 9 Irl -9 < L _j
3900,00" 90.00" 47.12" 24.12 C) X :-�g U-1 -J c) LO = < d (n CONSTRUCTION NOTES
+ mmwmw in V) 00 zo;�Ou, (n
Uj z CONST. 50' WIDE 130TTOM EARTH CHANNEL
S.C.E. C MPANY PROPE 0229-2917-��23-,,, PRECAST REINFORCED GONG. SINGLE BOX CULVERT PER CALTRANS STD. PLAN
CONST. 4.502
M A 148-36-38A D80 AND CALTRANS DETAILS xsl7-020e, xsl7-030e, & xsl7-040e. (SEE SHEETS 12 & 13)
NO. 2 PA CONST. 48' PRECAST REINFORCED CONC. SINGLE BOX CULVERT PER CALTRANS
STD. PLAN
V) D80 AND CALTRANS DETAJLS xsl7-020e, xsl7-030e, & xsl7-040e. (SEE SHEETS 12 & 13)
Z ce. 0 TOP 0 CL CONST. BOX CULVERT WARPED WINGWALL PER CALTRANS STD. PLAN D86A (SEE
Lill PLAN FOR DIMENSIONS
CONST. CONCRETE LINED CHANNEL (EX. UTILITY PROTECTION) (SEE DETAIL ON SHT. 6)
0 .. ... ...... -B
INSTALL Y4 TON GROUTED ROCK RIP -RAP (3' MIN. DEPTH) PER CALTRANS PLACEMENT METHOD
4 CONST. JUNCTION STRUCTURE PER STANDARD PLAN 333-1 OF THE STANDARD
13 PLANS FOR PUBLIC WORKS CONSTRUCTION
I25 0 CONST. 2.5x6' CAST -IN-PLACE REINFORCED CONC. SINGLE BOX CULVERT PER
CALTRANS STD. PLAN D80
LO
0. C6 43
CONST. HEADWALL STRUCTURE PER DETAILS ON SHT. 7
-4410.0% 0 @
DAYLIGHT LINE
CONSTRUCT SLOPED PROTECTION THREE -HINGED INLET BARRIER PER STANDARD PLAN
360-1 (MODIFIED) OF THE STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION
n;
I50' CHANNEL BOTTOM
G� TOP OF-,-SLq 10 5' 25 25' 10.5 N
0 0 LQ 4) "Esm!T S B- CO. -7 0 o7/,27/1955 DATED SCE A JE` 0 Is../ z 'A TON GROUTED RIP -RAP
SLL ULIAIL HLt(L SEE DETAIL HEREON 90% COMPACTED
NATIVE MATERIAL S.C.E. COMPANY PROPERTY APN 0229-291-23 RC8 INLET DETAIL GROUTED ROCK RIP -RAP PAD
MAP 148-36-38A PAR. NO. 2 SEE SHEET 11 FOR HEADWALL DETAILS SCALE: 1 20"
NOTE
ENCROACHMENT PERMIT FROM THE CITY OF RANCHO
CUCAMONGA SHALL BE REQUIRED PRIOR TO
COMMENCEMENT OF WORK.
A L B E R T A .
0OF L Ess/ 17 k1l r_ I KII 17 F p (Z
BENCH MARK: ELEV. = 101 2.04'
y Hit
Z)IUKM UKAIN wrKuvt.MLl'41 rLl-\1'4 MNU rKWILC.
SHEET 0 F__L'_l
CALIF. DEPT. OF TRANS. "B.M. 10-35-92 SBD"
DISK, TOP OF CONCRETE SUPPORT POST
A,
0
w %j
En
3788 McCRAY STREET
RIVERSIDE, CA. 92506
"A-2"
P M 19003 CONTRACT
STD. BRASS
NO. C44762
RCI3 LINE PLAN AND PROFILE
DATE
FOR SW LEG OF HIGH VOLTAGE TOWER #1/3 MIRA LOMA-
PADUA, N. OF 1-10 AND E. OF ETIWANDA AVE. - 10' N.E. OF
EXP. 3-31-10 t s c I E S
PH-
951 686-1070
STA. 35+86.86 TO STA. 37+86.73
ACCOUNT
10.7
W FENCE @ W. BOUND OFF RAMP FROM 1-10 TO VIWANDA
3' ABOVE O.G.
4z
FAX:
9 51 788-1256
DWG. No. D -
AVE. -
AT
DATE
�Z_ 2, &Z+
01
Iry .,
1-
!r
. ,...: 1
r k ,
GENERALIN THE
m.m
u0* h' F 0 ", N T A Ot Rk 1 4 O'k A L I F u" N I A
A""ITY A
1 ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA STANDARDS AND THE STANDARD
PUBLICPLANS FOR ION — CURRENT EDITION, INCLUDING ITS ANNUAL SUPPLEMENTS
SHALLCONTRACTOR FAMILIARI I SPECIFICATIONS.
TI
2. L PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC.,
SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE I LIMITS IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO
REMOVED,BE DONE SHALL BE REPLACED, RELOCATED, OR PROTECTED IN PLACE AS REQUIREDI
PERFORMINGTY OF RANCHO
3. ANY CONTRACTOR I PROJECT SHALL FAMILIARIZE HIMSELFI IT ALL BE SOLELY
RESPONSIBLEITING FACILITIES RESULTINGDIRECTLY OR INDIRECTLY I OPERATIONS, WHETHER OR NOT
SUCH FACILITIES ARE SHOWN ON THESE PLANS.
PERMITL BE OBTAINEDI L( , ENGINEERING DEPARTMENT PRIORY
ENCROACHMENT OR CONSTRUCTION WITHIN ANY I I .
5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER.LL BE SET AT ALLHINGEPOINTS, EDGE OF
POINTSPAVEMENT WITHIN 1 L INTERVALS.ADDITIONAL I
STAKES Y BE REQUIREDI INEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS.
6. L SEWER, WATER, ELECTRIC, GAS, PHONE, OR OTHER UTILITYMAINS, OR CROSSINGSL I
OR TO
PAVING.
7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND, AND ALLSHALL
DE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL DE
SUBMITTED(TY ENGINEER FOR APPROVAL PRIORI SURFACING.
6. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL DE SUBMITTED TO THE CITY ENGINEER LISTING ALL TESTS OR
DETERMINATIONSLETED TO VERIFY STABILITYIL CONTENT AND GRADATION OF ASPHALT PAVING.
PRIOR9. TO INSTALLATION OF ANY PAVING, A MATERIALST SHALL BE SUBMITTED TOTE CITY ENGINEERLISTING ALL TESTS O
DETERMINATIONS L I , SIEVE ANALYSIS, AND SAND EQUIVALENT.
PAVING10. L IN ACCORDANCE WITHL SECTIONS.
I IMATERIAL, THE SUBGRADE SHALL BE PREPARED
1 Y IMPROVEMENTSC L I NATIVEIL, L I I LL BE FILLEDIFINE
MATERIALGRADE LITY BETTER THAN THE NATIVE MATERIAL.
12. IF THE ASPHALT CONCRETE I , A SOILSI I Y THE
P.C.C. UNIFORMLY I L6 I I T®
AND .
PAVING.
ESTIMATE13. I I IS PROVIDED BY THE ENGINEERL I THE DEVELOPER, THE CONTRACTOR SHALL
MAKE HIS OWN DETERMINATIONQUANTITIES I I I. ANY ITEM OF WORK REQUIREDY THESE
WHICHIS NOT SPECIFICALLYLISTED IN TEH ESTIMATE OF QUANTITIES, SHALL BE CONSIDEREDINCLUDED IN THE OTHER
ITEMS OF WORK.
. STREET SIGNSI 1 SHALL BE CONSTRUCTED AT EACH INTERSECTION.
1. CITY APPROVAL OF PLANS DOES NOT RELIEVEI ILI I OMISSION
DISCOVEREDI I. UPON REQUREST THE REQUIREDREVISIONS LL BE PROMPTLY SUBMITTED TO THE CITY
ENGINEER.
16. WORK SITEI IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE, THROUGHOUT CONSTRUCTION.I
CLEANEDSHALL BE INSPECTOR.
1. CONTACT ALL UTILITYI I , 48 HOURS PRIOR.
CONVENIENCEPROVIDED FOR YOUR LL I
SAN GABRIEL VALLEY MUNICIPAL WATEDISTRICT 11
MR. BOB STALLINGS
FOR BASE LINE ROAD CONSTRUCTIONVERIZON
SOUTHERN CALIFORNIA GAS C Y( ) RESIDENTIAL
216 N. EUCLID AVENUE X00 427-2000 COMMERCIAL
ONTARIO, 91762
CUCAMONGA VALLEY WATER DISTRICT1
10440 ASHFORD STREET
RANCHO CUCAMONGA, CA 91730
METROPOLITANDISTRICT
700 N. MORENO AVENUELAVERNE, CA 91750
ADELPHIA
PIRTION OF RHILL)
CHARTER COMMUNICATION (987-6275
COURT6680 VIEW PARK
RIVERSIDE,
NOTICE TO CONTRACTORS
ACCORDING TO INFORMATION PROVIDED BY UNDERGROUND SERVICE ALERT (U.S.A.) DATED JANUARY 30, 2006, THE FOLLOWING ORGANIZATIONS
ARE U.S.A. ITI THE PROJECT AREA:
DISTRIBUTION SOT I I Y
VALLEYCUCAMONGA I T I T TERRADEX I.
COMPANYFONTANA WATER UTI FOR CHARTER COMMUNICATIONS
GOLDEN STATE FOR TIME WARNER TELECOMCALIFORNIA ISON DISTRIBUTI
THE EXISTENCE iND ` ALL r' r• PIPES,STRUCTURES, rSHOWN ON THESEPLANS (MAIN
UTILITIES (UTILITY
ONLY – NO SERVICE LATERALS) WERE ASCERTAINEBY A REVIEW OF RECORDS PROVIDED BY THES MEMBER AGENCIES AND ARE
APPROXIMATE. NEITHER THE OWNERf` THE ENGINEER
ASSUMES ANY RESPONSIBILITY FOR
rrn' OR NOT IN THE LOCATION
THE w►xR REQUIRED
Q TAKE %PRECAUTIONARY
'*` xr PROTECT ALL PLANS AND/OR
ANY
OTHER UNDERGROUND RECORD
r: NOT SHOWN ON THESE PLANS.
x : ,.:, r • �` x _.. r • _... kill i i ill 11 i, • , x 1• i r x ''. , xt
EXISTING SURVEY MONUMENTATION
I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORD THAT COULD BE DISTURBED BY THIS PROJECT. ALL SAID
MONUMENTS WHICH CURRENTLY
rr SHOWN ON THEA PLANS AND ARE
-. 1Ylir AS
SHEET 2
FOURTH STREET
A%l _* A:,r1.;, M1r
INDEX MAP
SCALE: 1" ,
DATED
.C. S EBRANDT NO. C44762 EXP. 3-31-10 PRIVATE ENGINEER"S NOTE TO CONTRACTOR
i1 wl I a m 1;1
. • 1 #114 Aulam gwv' !, urgailiff
a
4
AVENUE
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES AND STRUCTURES OR CONDUITS SHOWN ON THESE PLANS WERE OBTAINED BY A Sfl�CV
OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS
REQUIRED
u is• yj lPRECAUTIONARY
•rs: MEASURES TO
PROTECT THE UTILITY LINES SHOWN : . , • -7 f
WORK.THESE PLANS. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING
CONTRACTOR yy •• ALL LIABILITY
# iND •+ • li ` •• FOR
iilY UNDERGROUND
Yr. PIPES,
■ `#.. 1x STRUCTURES
!• SHOWN 1,..
APPLICABLE,
NOT SHON THESE PLANS.
ACTUAL THICKNESS OF BASE MATERIAL TO BE DETERMINED BY SOIL TEST AND RECOMMENDED BY THE SOILS ENGINEER. R—VALUES, SAND EQUIVALENTS AND IF
GRADING. f,
CONSTRUCTION
„.!NOTES QUANTITY ESTIMA-1-62
t�— INSTALL 36” RCP (D—LOAD PER PLAN) PER CIN OF RANCHO CUCAMONGA STANDARDS AND SPECIFICATIONS
2O— CONSTRUCT MANHOLE PER STANDARD PIAN 320-1 OF THE STANDARD PLANS FOR PUBLIC WORKS
CONSTRUCTION
30-- CONSTRUCT CONCRETE COLLAR PER STANDARD PIAN 380-3 OF THE STANDARD PLANS FOR PUBLIC
WORKS CONSTRUCTION
4O— REMOVE EXISTING STORM DRAIN RCP AND HEADWALL STRUCTURE
SO-- PROTECT IN PLACE EXISTING STORM DRAIN SYSTEM
6O— TRENCH EXCAVATION/BACKFILL AND PAVING PER CITY OF ONTARIO STD. DWG. #1306.
rFUT
ROCK RIP–RAP (SIZE NOTED)
— —T— —
EXIST. TELEPHONE
FS
FINISH SURFACE
FUTURE
FL
FLOWLINE
-- - —
— --- —
EXIST. ELECTRICAL
SLOPEPROPOSED
GIRD
GROUND
CITY/COUNTY LIMITS
HP
HIGH POINT
EASEMENT LINEINV
INVERT
LF
LINEAR FEET
HYDRAULIC LINE
BC
POINTAP ANGLE
BEGIN CURVE
LP
O.C.
LOW POINT
ON CENTER
BTM.
BOTTOM
PIL
PROPERTY LI
®CENTERLINE
CB
CATCH BASINNE
L
CUBICCFS
EDGE OF PAVEMENT
CIL
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R/W
RIGHT OF WAY
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REINFORCED
EDGE OF PAVEMENT
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MATERIALEX.
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SB
SAN BERNARDINO
w
EXIST. WATER MAINDRIVEWAY
EC
END CURVE
SF
SQUARE FEET
EP
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SW
SIDEWALK
EXIST. SEWER MAIN
EXFG
EXISTINGFINISH GRADE
TD
TOP OF DIKE
FH
FIRE HYDRANT
TF
TOP OF FOOTING
EXIST. INDUSTRIAL
TOP OF GRATE
FOW
FACE OF L
L
—FO— —
EXIST. FIBER OPTIC.
TYPICAL
r1:1111�11 �1111 .'' "I'll, /
.'
�„ ;
BEARINGSBASIS OF OF ETIWANDA AVENUE
SHOWN AS NORTH O(TO7'17" EAST ON PARCEL MAP NO. 17194
PER PMB 209/25-27, SAN BERNARDINO COUNTY RECORDS,
CALIFORNIA. x
DESCRIPTION
TITLE SHEET AND INDEX MAP
PLAN Y / PROFILE 4TH STREET STORM
DRAIN
1
STPLANS APUBLIC WORKS NDARD
AMERICAN PUBLIC WORKS ASSOCIATION
APWA PLAN
APWA STD. PLAN NO. 380-3
CITY OF ONTARIO STANDARD DRAWINGS
CITY OF ONTARIO
FOURTH ST
5)
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177
BEGI.N CURVE I
I m___ -_ 1!1 --- IIIIIIIIIIIIIIII ___A
J, 0 20 0 40 80 120
NOTE: ,NORTH ARROW ORIENTED DOWN
TO MAINTAIN UPSTREAM STATIONING
IIIIIIIIIII�
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A-
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NO. DESCRIPTION OF REVISION
1111110 I IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
PROFILE
NOTE: CONTRACTOR SHALL VERIFY LOCATION AND
EVATION OF ALL UTILITY CROSSINGS AND CONNECT14
]NTS PRIOR TO START OF CONSTRUCTION
CONSTRl1CTION NOTES
.��
Qq— INSTALL 36" RCP (D -LOAD PER PLAN) PER CITY OF RANCHO CUCAMONGA STANDARDS AND SPECIFICATIONS
(2 )— CONSTRUCT MANHOLE PER STANDARD PLAN 320-1 OF THE STANDARD PIANS FOR PUBLIC WORKS
Nl--/ CONSTRUCTION
(�>_ CONSTRUCT CONCRETE COLLAR PER STANDARD PLAN 380-3 OF THE STANDARD PLANS FOR PUBLIC
WORKS CONSTRUCTION
@_ REMOVE EXISTING STORM DRAIN RCP AND HEADWALL STRUCTURE
/,-\
' r- '-- PROTECT IN PLACE EXISTING STORM DRAIN SYSTEM
_j
(D— TRENCH EXCAVATION/BACKFILL AND PAVING PER CITY OF ONTARIO STD. DWG. #1306.
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CITY OF RANCHO CUCAMONGA I
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PLAN AND PROFILE — LINIE "A-3"
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DI A -OPTIONAL OUTSIDE
EDGE OF CONCRETE
F.. G E
"d"+12" MIN
"di`+16" MAX�
3' MIK
-EDGES TO BE
ROUNDED TO
13 75 run (3-) R
NOTES
B. THE OUTSIDE DIAMETER OF THE LATERAL MUST BE LESS THAN OR
0 BARS
EE NOTE 10
1. WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE 13OX IS LESS
75 mm (3) 00
SCARIFY AND COMPACT
TABLE OF VALUES FOR F
THAN 867 mm (2"-10 1/0) FOR PAVED STREETS OR 1060 mm (V -G") FOR
EQUAL TO 1/2 THE INSIDE DIAMETER OF THE MAIN LINE. IF THE
11
JOM(#3) TIE 8) R
R=ID OF SPUR c
(ED
CC
j
+ Jc
02 __ F
COMPACTION.
UNPAVED STREETS, CONSTRUCT MONOLITHIC SHAFT PER SECTION C -C AND
UPSTREAM AND DOWNSTREAM DIAMETERS OF THE MANHOLE ARE NOT
4-19M(#6 E BIARS A
ID
10
2ga mm 136") 1§Lmm 6 112"1
DETAIL "N". SHAFT FOR ANY DEPTH OF MANHOLE MAY BE CONSTRUCTED
THE SAME, THE GOVERNING INSIDE DIAMETER OF THE MAIN LINE
975 mm ?... _j
3 -3") LONG.
4- -$13M H
80
1050 mm 42" 190 mm 7 1 2
5
PER SECTION C -C. WHEN DIAMETER 01 IS 120 0 mm (48") OR LESS, CENTER
SHALL 13E CONSIDERED TO BE THAT WHERE THE EXTENDED
SEE NOTE 2
-10M(#,3) TIE 13AR
)(�4)
BA S 90 MITI
(3--o..) LONG
1125 mm 45 195 mrn 7 3 4"
OF SHAFT MAY BE LOCATED PER NOTE 2.
CENTERLINE OF THE LATERAL ENTERS THE MANHOLE.
BARS
1.2 m
A-
1200 mm 205 mrn (8
C. IN NO INSTANCE SHALL THE INSIDE DIAMETER OF THE LATERAL TO
75 rnm (3') OC.
a j BARS 1.4 m
#1 3M (#4
275 mm 1 215 mrin 8 10=
2. CENTER OF MANHOLE SHAFT SHALL BE LOCATED OVER CENTER LINE OF
THE MANHOLE BE GREATER THAN 750 mm (30").
SEE NOTE 9
(4-8") LONG 75 mm (3") OC *'tN)j
1350 mm 230_mmjg
14-25 mrn 57 235 9 1 4"A
STORM DRAIN WHEN DIAMETER D I IS 1200 mm (48") OR LESS, IN MICH CASE
SHALL CONFORM TO SPPWC 630
(FOR SEWER BEDDING DETAILS
CONTINUOUS. ADDITIONAL DETAIL
500 60 240 9 1
PLACE E BARS SYMMETRICALLY AROUND SHAFT AT 45' WITH CENTERLINE
13. MANHOLE FRAME AND COVER
F
BARS 150 mm (c) Oc
LTO
mrn mm
1575 mm 63") 255 mm lo"
AND OMIT J BARS.
UNLESS OTHERWISE SHOWN.
INSIDE EDGE
OF MANHOLE, SEE NOTE 2 .2EE NOTE 1)
PLAN
1650 mm 661 !;Rn mr
23 mm 27! 11111111 10 3 4:'
3. L AND P SHALL HAVE THE FOLLOWING VALUES UNLESS OTHERWISE SHOWN
14. MANHOLE SHAFT SHALL CONFORM TO SPPWC 324 UNLESS
J800 mm 280 mm 11"
ON THE PROJECT DRAWINGS:
OTHERWISE SHOWN.
-la§p mm 7T 300 mm (11 3! 4"
jjpj mm 8C mm 12 1 2'
A� D2=2400 mm (96") OR LESS, L=13 m (5' -13"), P=130 MITI (5")
15. WHERE A MANHOLE SHAFT - 900 mm (36") WITHOUT REDUCER IS SPECIFIED
mm 90" 335 mm_(lAj-L4D-
9. D2 OVER 2400 mm (96"), L=1.8 m (6' -0"), P=210 mm (8sa)
REFER TO SPPWC 326.
MANHOLE FRAME
AND COVER PER
.2250
2400 mm 96" 355 mm 14D-
L MAY BE INCREASED OR LOCATION OF MANHOLE SHIFTED TO MEET PIPE
STREET
GRADE SPPWc 630
2550 mm 102" 395 mm 1 1 2"
ENDS. WHEN L GREATER THAN THAT SHOWN ABOVE IS SPECIFIED, D BARS
16. WHERE A PRESSURE MANHOLE SHAFT WITH ECCENTRIC REDUCER IS
610 mm li
2700 mm 108" 405 mm 16a_
2850 mm (114-") 420 mm (16 1/2")
SHALL BE CONTINUED 150 rnm (15") OC.
SPECIFIED REFER TO SPPWC 328.
125 mm x 50 mm
0
1=1
PIPE SEAT LEVEL,
8
3999 �mm �120" 430 mm 1M_
430 mm 17",
C STATIONS OF MANHOLES SHOWN ON PLANS APPLY AT CENTERLINE OF
17. WHERE A PRESSURE MANHOLE SHAFT 914 MM (36") WITHOUT REDUCER IS
MANHOLE SHAFT WX2,)
< <
E
SEE NOTE
_.�I�mm�126�'
3.300 Mm_(132"1 445 mm 17 1 2'
SHAFT. E LEVATIONS, ARE SHOWN AT CENTERLINE OF SHAFT AND
SPECIFIED REFER TO SPPWC',329.
PER SPPWC 324- PIPE SEAT :s
c
I-__ 1.-1
(f) tA_
30150 mm (138!')l (1ZjL23
REFER TO THE PROLONGED INVERT GRADE LINES.
goo mm (N -O" E BARS
w ILL
uj E BARS
I mm 1144:1111 IE5 rin
18. THE FOLLOWING SPPWC ARE INCORPORATED HEREIN:
TIE BARS
5. REINFORCEMENT SHALL CONFORM TO ASTM A 515M. GRAD E 300 (ASTM A 615,
324 MANHOLE SHAFT - WITH ECCENTRIC REDUCER
6-
1 75 mm
GRADE 40), AND SHALL TERMINATE 40 mm (1 1/2") CLEAR OF CONCRETE
326 MANHOLE SHAFT - 900 mm (36") WITHOUT REDUCER
STEPS
11 (301)l R
SURFACES UNLESS OTHERWISE SHOWN.
328 PRESSURE MANHOLE SHAFT - NTH ECCENTRIC
TIE BAR
P
D A S 1
1700 In 17 mm p
6. FLOOR OF MANHOLE SHALL BE STEEL TROWELED TO SPRING LINE.
329 PRESSURE MANHOLE SHAFT 914 mm (36") WITHOUT REDUCER
125 mm (5") F
J BARS
630 610 mm (24") MANHOLE FRAME AND COVER
ROUND EDGES
I 2'-4h
7. BODY OF MANHOLE SHALL BE POURED IN ONE CONTINUOUS OPERATION
633 914 mm (36") MANHOLE FRAME AND COVER
To 15 mm (31") R
SPRING LINE
7LL
TABLE OF VALUES FOR M (�LE�NO:E 1
EXCEPT THAT A CONSTRUCTION JOINT WITH A LONGITUDINAL KEYWAY MAY
635 STEEL STEP
13M(J14) a 450 mm
INLET U� GRADE POINTS,
ELEVATION
SECTION
PAVED
MAAX
STREET
MIN__
UNPAVED
MAX
STREET
MIN
BE PLACED AT SPRING LINE.
636 POLYPROPYLENE PLASTIC STEP
08-) OC BOTH APPLIES AT SEE NOTE 4
WAYS TO BE USED THIS POINT
A -A
C -C
mm
E28E2mm 11"
867 mm (2* -10 1/2")
11-7
mm (1
42120 mm__(16V')l
1060 mm
O=r
'a m
380 mm
8. THICKNESS OF THE DECK SHALL VARY WHEN NECESSARY TO PROVIDE A
Vi D2 IS 1500 MM
SECTION B -B
LEVEL SEAT BUT SHALL NOT BE LESS THAN THE TABULAR VALUES FOR F
(60") OR OVE
SHOWN ON SHEET 2.
SECTION A -A
9. D BARS SHALL BE #1 3M (#4) FOR D 2-7975 mm (39") OR LESS, #1 6M (#5) FOR
STREET GRADE
D2 = 1050 MM 42 TO 2100 mm (84") INCLUSIVE AND #19M (p6) FOR
`i9C
CONCRETE RINGS 125 mm x 25 mm 05�0")
D2= 2250 mm OR OVER.
PER SPPWC 324 E
E RING SEAT
OMIT THIS H BARS
10. CENTERLINE OF INLET PIPE SHALL INTERSECT INSIDE FACE OF CONE AT
E
STEP IN E
SEE TABLE
SPRING LINE UNLESS OTHERWISE SHOWN.
PAVED
STREETS
0. :2
Ap
VARIABLE
11. STEPS SHALL CONFORM TO SPPWC 635 OR 636. UNLESS OTHERWISE SHOWN,
25
150 mrn
6.
STEPS SHALL BE UNIFORMLY SPACED 350 mm (14") TO 375 mm (15") OC.
H BARS 2
THE LOWEST STEP SHALL NOT BE MORE THAN 600 mm (24") ABOVE THE INVERT.
150 mm (6' E BARS
400 mm i FOR 50 mm #1 OM (J/3 OR #4)
c=
12. THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE:
PAVED STREETS, F_ (61)
TIE BARS
A. MAIN LINE = 900 mm (36") INSIDE DIAMETER OR LARGER. EXCEPT IF THE MAIN
650 mm (2-2") FOR
LINE RCP DOWNSTREAM OF MANHOLE IS 900 mm (36") TO 1050 mm (42")
UNPAVED STREETS J BARS
INSIDE DIAMETER AND THE MAIN LINE RCP UPSTREAM IS 825 mm (33") OR
ROUND
EDGES
LESS SPPWC 321 SHALL BE USED.
TO 75 mm
(3-) R
SECTION C -C
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION
STANDARD PLAN
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION METRIC
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION S,
STANDARD PLAN
MOMULGATM 13Y TnmmM RE TO PIPE METRIC
MANH LE P
STANDARDPLAN
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION METRIC
0-1
FVGUC WORKS STANDA"S INC,
��Nll GEN.
CREUMOOK COMMIrli wliml i OR LARGER 320-1
MAIN UNE ID -900 mnn 36"
320-1
T 30F4
1992
pm ISO rm Eno Ditmin 16VnPVR CONSTRUCTION SHEET 1 OF 4
MAI SHEE 2 OF 4
330-C-23 (560-C-3250) CONCRETE
NEW OR 1
EXST PIPE
FLOW
Ow
<A
13M 0 300 m
4 0 1 2T')
E#4) CIRCULAR TIES,
3SE114MOT 9
150 mm
rl
CUT- - - - - - - -
NO. 2 CUT NO. I
LINE-
-CUT
90
N 0. 2
LINE
"f)"M IMN CUT N(
MIA fm
DETAIL 11 A 11 (SEE NOTE 10
SONO -TUBE, OR EQUAL, INTERIOR FORM
CUT NO. 1: SAW THE TUBE AT AN ANGLE OF A/2 WITH THE
TRANSVERSE PLANE. REVERSE ONE SECTION AND TAPE BOTH
SECTlONS TOGETHER FORMING THE DEFI-ECT11ON ANGLE A.
CUT NO. 2: SAW THE TUBE LONGITUDINALLY REMO%ANG A STRIP
3.14 (DO -D ) WIDE ON THE SIDE OPPOSITE THE OPEN JOINT.
13END THE ENDS OF THE CUT TOGETHER AND INSERT THE
TUBE IN THE PIPE.
jlllllj� I
141MVI-3
DETAIL "B tp
TYPICAL JOINT FOR
REINFORCED CONCRETE PIPE
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION
PLAN
STANDARD
0MULGhTm By THE rAd w I soft a iiiiiiiiiiiM METRIC
IDARDS INC,
j PUB= WMKS STO
aftallsom w4mirrm
I im III 3�80 3
REV. 1490, 1027. IQ" r_l Iiil0i!I*Vt-Fn v 1111 2
N OTES
1. A CONCRETE COLLAR IS REQUIRED WHERE THE CHANGE IN GRADE
EXCEEDS 107..
2� FOR CURVE JOINTS (SEE DETAIL B. SHEET 1)
IF THE EXTREME ENDS OF THE PIPE LEAVE A CLEAR SPACE
THAT IS GREATER THAN 25 mm 1"�, BUT IS LESS THAN 75 mm (3")
A CONCRETE COVER IS REQUIRE� I ACCORDANCE WiTH
SSPWC 306-1.2.4.
IF THE EXTREME ENDS OF THE PIPE LEAVE A CLEAR SPACE
THAT IS EQUAL TO OR GREATER THAN 75 mm (3"), BUT LESS THAN
150 mm (6"), A CONCRETE COLLAR IS REQUIRED. IF THE CLEAR
SPACE IS 150 mm (13") OR GREATER, A TRANSITION STRUCTURE
IS'REQUIRED.
3. CONCRETE COLLAR SHALL NOT BE USED FOR A SIZE CHANGE ON
THE MAIN LINE.
4� CONNECTOR PIPES
A. WHERE PIPES OF DIFFERENT DIAMETERS ARE JOINED WITH A
CONCRETE COLLAR, L AND T SHALL BE THOSE OF THE LARGER
PIPE. D=Dl OR 02, VMICHEVER IS GREATER.
B. WHEN Di IS EQUAL TO OR LESS THAN D2, JOIN INVERTS AND
WHEN Di IS GREATER THAN D?_, JOIN SOFFITS.
5. FOR PIPE LARGER THAN 1800 mm (72") SPECIAL COLLAR DETAILS
ARE REQUIRED.
6� FOR PIPE SIZE NOT LISTED USE NEXT S12E LARGER.
7. REINFORCEMENT SHALL CONFORM TO ASTM A 615 M (A 615) GRADE
300 (40).
8. WHERE REINFORCING IS REQUIRED THE DIAMETER OF THE CIRCULAR
TIES SHALL BE D+(2X WALL THICKNESS) + T.
9, REINFORCING SHALL BE USED WHERE THE PIPE DIAMETER IS
GREATER THAN 525 mrn 21") AND ON ALL PIPES WHERE THE SPACES
BETWEEN THE EXTREME O�`TER ENDS IS 75 mm (3") OR LARGER.
CIRCULAR TIES: PIPE DIAMETER NO. OF
CIRCULAR TIES
525 3
_E00 mm (24") TO 750 mm (30") 3
I
825 Inril �1`33") TO 1425 4
1500 m m (6
WHERE THE SPACE BET'TIEEIN r1ei EML)�i LXULL r" [..) J, I V1 L
NUMBER OF CIRCULAR TIES SHALL BE INCREASED TO MAINTAIN AN
APPROXIMATE SPACING OF 150 mrn (6") O.C.
10. WHERE THE PIPE IS 525 mm (21") OR LESS IN DIAMETER AN INTERIOR
FORM OF UNSEALED SONO -TUBE OR EQUAL SHALL BE USED TO
PROVIDE A SMOOTH INTERIOR JOINT. THE PAPER FORM MAY BE
LEFT IN PLACE �SEE DETAIL A). WHEN THE PIPE IS 600 mm 24
OR LARGER A R MOVABLE INTERIOR FORM SHALL BE USED OR TH
INTERIOR JOINT SHALL BE COMPLETELY FILLED WITH MORTAR AND
NEATLY POINTED.
NEW AC SHALL i�_MIN_
BE A VINIMUP
"d"+12" MIN
"di`+16" MAX�
3' MIK
OF I" 7HICKER 6" MIN,
THAN EXISTING. EX__S_
EE NOTE 10
SCARIFY AND COMPACT
SCARIFY AND COMPACT PRIOR
. .....
PRIOR TO PLACING CAB.
TO PLACING CAB. MINIMUM 90%
---`_\_`-95%
SUBGRADE COMPACTION
COMPACTION.
SEE NOTE
Z
�--907.
COMPAC-DON
5
--PIPE
ZONE 90% COMPACTION MIN,
SEE NO TE
LEGEND
PAVEMEWT REMOVAL
ASPHALT CONCRETE (AC)
��,-Slt-E
NOTE
uj
co
(FOR SEWER BEDDING DETAILS
SEE STD� 2104 AND 2105)
CRUSHED AGGREGATE BASE
(CAB)
NOTES
(D EXIS111113 PAVEMENT SHALL BE WHEEL CUT OR SAW CUT & REMOVED AT THE Vi Cif DIMENSION 'A', THE DEPTH OF THE REMOVAL SHALL GE
THE FULL STRUCTURED DEPTH PLUS THE NECESSARY EXCAVARON FOR THE NEW PAVEMENT SECTION AS REWIRED BY NOTE 9 HEREON�
Q FOR LONGITUDINAL IRENCHES OVER 150- IN LENGTH, *A" SHALL BE A MINUMUM OF 10'.
THE PIPE ZONE WIDTH SHALL BE A MINUMUM Or 12- PLUS PC PIPE DIAMETER AND THE MAMMUM OF 15- PLUS THE PIPE DIAMETER, IN
ACCORDANCE Viii THE STAND�,RD SPEOFICATIONS FOR PUBLIC WORKS CONSTRUCT19N (GREEN BOOK).
BEDDING MATERIAL SHALL BE USED Viii THE SAND EQUIVUENT OF THE NATIVE MATERIAL IS LESS THAN 30 AS SPECIFIED IN THE PROJECT
PLANS AND SPEOFICATIONS OR AS AFIPROVED BY THE OTY ENGINEER.
INITIAL SACKFILL MATERIAL SHALL BE OF SELECT MATERIAL AS SPEam IN THE PROJECT PLANS AND SPECIPICA71ONS OR AS APPROVED BY THE
CITY ENGINEER. tNIlIAL BACKFILL SHALL BE C0MPACTED TO 90% WN & TESTED. TEST SHALL BE APPROVED BY THE GEOTECHNICAL ENGINEER AND
TI-fE CITY ENGINEER PRIOR TO FINAL SACKFILL.
FINAL BAcKnLL SHALL BE SELECT MATERIALS SPECIFIED IN THE PROJECT PLANS AND spEanCATIONS OR NATIVE IF I)ETERMlNED BY THE CITY TO
BE: ACCEPTABLE AND COMPACTED AS NOTED HEREON. COMPACTION TESTS SHALL BE APPROVED BY THE OTY ENUNEER PRIOR TO PLACI_�MENV OF
CA.B�
(D CRUSHED AGGREGATE BASE (CAE3) SHALL BE IN ACCORDANCE WITH SEC11ON 200-2.2 OF THE STANDARD SPECIFICA11ONS FOR PUBLJC WORKS
CONSTRUCTION (-GREENBOCK-) AND SHALL BE COMPACTED & TESTS APPROVED PRIOR To PLACF-MENT OF kc
ASPHALT CONCRETE (AC) SHALL 13E CLASS B -AR -4000 AND IN ACCORDANCE NTH SEC -1710N 203-06 OF THE STANDARD spEcinCATIONS FOR
PUBLIC WORKS CONSTRUCTION ("GREENBOOK-) OR AS APPROVED BY THE ENGINEER.
COMPAnON TESTS SHALL 13E TAKEN EVERY 300', MINIMUN OF 1 PER LOCATIDN.
@ TRENCHES V*iICH ARE 31 IN DEPTH OR LESS AND IS- IN WIDTH OR LESS SHAU_ BE BACKnLLED VATH ONE -SACK CEMENT SLURRY,
r
CITY OF ONTARIO
lkylZIMI IMIC14"
TRENCH
EXCAVATION/BACKFILL
AND PAVING
Hit
(n
NO. C44762
EXP. 3-31-10,'
No. 53672
Exp. 06-30-11