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STORM DRAIN GENERAL NOTES
PLANS FOR THE CONSTRVOTION OF
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, PROJECT CONTRACT DOCUMENTS
(SPECIFICATIONS), AND THE CITY OF RANCHO CUCAMONGA STANDARDS, AND THE 9TANDARU
SPECIFICATIONS FOR-PUBLIC WORKS CONSTRUCTION, 1994 EDITION WITH SUPPLEMENTS. CONTRACTOR
SHAL' HE FAMI'IAR WITH AN71 SHALL HE RESP NSIR'.E FOR ADHERENCE TO THESE STAT T ARDS AND
SPE'.IFICATFDNS.
2. ALL 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 RIGHT-OF-WAY LIMITS STRE E- T AND STORM DRAIN IMPROVEMENTS
OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, RELOCATED, OR
PROTECTED IN PLACE AS REQUIRED AT NO EXTRA COST TO THE CITY OF RANCHO CUCAMONGA.
3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND
SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR
INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS.
4. THE CONTRACTOR SHALL RECONSTRUCT, REPLACE OR REPAIR EXISTING STRUCTURE , PAVEMENT, CURB,
GUTTER, UTILITY LINES AND OTHER APPURTENANCES AFFECTED BY THE INSTALLATION OF STORM DRAIN 4TH ST . , AVE , EASTERLY
SYSTEM.
5. A PERMIT SHALL BE OBTAINED FROM THE CIN OF RANCHO CUCAMONGA ENGINEERING DEPARTMENT AND THE
CIN OF ONTARIO ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN THE
CITY OF RANCHO CUCAMONGA OR CITY OF ONTARIO RIGHTS-OF-WAY. 9th STREET
6. TRAFFIC CONTROL AND SAFETY SHALL BE MAINTAINED BY THE CONTRACTOR IN ACCORDANCE WITH THE e
STANDARDS OF THE STATE OF CALIFORNIA BUSINESS, TRANSPORTATION AND HOUSING AGENCY,DEPARTMENT OF AREA IV ARCHIBALD STORM DRAIN PROJECT
PHASE tb
TRANSPORTATION (CALTRANS) -STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND LLj
AND MAINTENANCE WORK ZONES' (SAF.T.), 1990 EDITION, THE SPECIAL PROVISION, AND IN ACCORDANCE.WITH >
THE DETOUR AND PHASING PLANS. TRAFFIC CONTROL AND SAFETY DEVICES SHALL BE PLACED AND MAINTAINED Q
TO THE APPROVAL OSFACTOf THE ENOF THE
. ENGINEER. NO SUCH DEVICES SHALL BE REMOVED OR RELOCATED WITHOUT FERON BLVD.
7. CONTRACTOR SHALL LOCATE EXISTING LOOP DETECTORS AND RESTORE INPLACE AFTER INSTALLATION OF THE w >
PROPOSED STORM DRAIN. MAIN Q STREET
8. PRIOR TO PERFORMING ANY EXCAVATION ON THE PROJECT THE CONTRACTOR SHALL SUBMIT SHORING DRAWINGS
TO THE CITY ENGINEER FOR APPROVAL.. IF SUCH SHORING DOES NOT CONFORM TO STATE OF CALIFORNIA
CONSTRUCTION SAFETY ORDERS DEALING WITH EXCAVATIONS AND TRENCHES AS ISSUED BY THE DIVISION OF A.T. BC S.F. R.R. A.T. & S.F. R.R.
INDUSTRIAL SAFETY THEN SHORING CALCULATIONS AND DRAWINGS SHALL BE PREPARED BY A CALIFORNIA
REGISTERED CML ENGINEER.
9. DESIGN OF THE R.C.P. SHOWN ON THE CONTRACT DRAWINGS IS BASF ON THE ASSUMPTION THE PIPE WILL STORM DRAIN CONSTRUCTION NOTES W/ ESTIMATE of QUANTITIES 8th ~ `'--' STREET
BE INSTALLED IN ACCORDANCE WITH THE PIPE BEDDING DETAIL AS SHOWN ON CIN OF RANCHO CUCAMONGA �. - - - a Li Q ts.i
STD, DWG. No. 341. IF THE TRENCH WIDTH EXCEEDS THE OUTSIDE DIAMETER OF THE CONDUIT PLUS 20 INCHES - m
THE BEDDING SHALL BE MODIFIED AND/OR PIPE OF ADDITIONAL STRENGTH SHALL BE PROVIDED. THE / Eq. 1 ¢ �!
PROPOSED MODIFICATION SHALL BE APPROVED BY THE CITY ENGINEER. / REMOVE / RELOCATE EXISTING CONCRETE BULKHEAD PIPE CLOSURE. i,� O'
�-FURNISH do INSTALL 48' R.C.P. STORM DRAIN (D-1800) 1167,0 L.F.
10. V�ERIFlEO BYENCH COMPACTION OMPAC FILL ON TESTS CONFORM
TO TTHE SATISFACTION O THE CITY OF �OF THE ECHO NGINEER.ONGA �• �G. No. 120 AND SHALL BE ACACIA S1.
3 FURNISH & INSTALL 54' R.C.P. STORM DRAIN (D-1700) 64 919 L.F.
11. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUNDAND ALL G)--FURNISH INSTALL 36' R.C.P. STORM DRAIN D-1750 36.00 L.F.
WITH THESE COMPACTION TION TESTS SHALL BEES SHALL BE SUBMITTED TO THE ED BY THE CITY FCITY ENGINEERFORFORGAPPROVAL RIORA. A WRITTEN PTTOTdo THE ( )
PLACEMENT OF BASE MATERIALS AND/OR SURFACING. 7th STREET
12. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS TAKEN TO DETERMINE CONSTRUCT M.H. 140. 2 PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 319. Z Eli.
STRUCTURAL SECTIONS (PRIOR TO PAVING). LitLE�H_LWEISS ST.
CONSTRUCT M.H. NO. 4 PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 321 ZEA > -
13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER SOLELY FOR THE CONVENIENCE OF THE Q
CONTRACTOR. THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES GRADE EXISTING GROUND SURFACE TO MATCH PROPOSED eeAlnerfe bot' cuzv9,-7- L 5 CAMERON ST.
BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY �� F-
LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF ONSTRUCT CATCH BASIN PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 300, W- t81 V. !f,20 /EA =l/ DST
WORK. `� (SEE ')64r4t/ 6ACIErRiZ," 4AJ weE7 3 F,10- RODiTio�/S/MaviFicgTioti/s) U
14. SOIL BORING LOGS ARE MADE AVAILABLE FOR THE CONTRACTOR FOR SUCH USES AS HE MAY CHOOSE TO 10 CONSTRUCT LOCAL DEPRESSION PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 307, CASE 'A'. �4i�O 5.t= Q DEERBR00
MAKE OF THEM IN THE PREPARATION OF HIS BID. THE CITY OF RANCHO CUCAMONGA GIVES NO GUARANTEE,
EITHER EXPRESSED OR IMPLIED, THAT SUCH SOIL BORING REPRESENT A TRUE AND COMPLETE CROSS- II TRENCHING PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 120 L•5•
SECTION OF ALL THE MATERIAL TO BE ENCOUNTERED IN PERFORMING THE EXCAVATION AND EARTHWORKMEADOW ST.
ON THIS PROJECT.
IZ DETOUR/ FINAL STRIPING PER SHEETS 4 AND 5 l,.S 6th STREET
15. LOCATIONS OF CATCH BASIN CONNECTOR PIPE JUNCTIONS WITH CATCH BASINS SHOWN ON THE DRAWINGS
ARE SCHEMATIC. IT IS INTENDED THAT SUCH JUNCTIONS BE LOCATED AT THE DOWNSTREAM END OF THE
OTHCERWIBASIN. HALL CASES THE LESS A DETAIL OF THE EXACT LOCATIONS�WILLON SBEHOWN OR A DETER DETERMINED THEOTE FIELDBYBYYTHE ENGINEER STREET IMPROVEMENT CONSTRUCTION NOTES W/ ESTIMATE of QUANTITIES
TO MEET FIELD CONDITIONS. DOVER WAY
16. WHERE UTILITIES ARE INDICATED ON THE DRAWINGS TO BE SUPPORTED, SAID SUPPORTS SWILL BE IN 52, 185 j.F Q
ACCORDANCE WITH CITY OF RANCHO CUCAMONGA STD. DWG. No. 339 UNLESS OTHERWISE INDICATED. D REMOVE EXISTING A C. PAVEMENT 0
SANITARY SEWERS AND HOUSE CONNECTIONS CROSSING OVER THE STORM DRAIN TRENCH SWUl BE
2 COLD PLANE EXISTING PAVEMENT 0.10• (TYPICAL) 9, 79/ 5 F.
17. Q
Z
O
SUPPORTED IN ACCORDANCE WITH CITY OF RANCHO CUCAMONGA STD. DWG. No. 339 AND ENCASED PER INSTALL A.C. PAVEMENT OVER 6' AGGREGATE BASE 395 ca cr Ac(/305 Tb�t/s) 2G,093 Cu�_ X1;9 s��e�cas)22m
GENERAL NOTE No. 5 ON SAID STANDARD DRAWING. HOUSE CONNECTIONS SHALL BE REPAIRED PER CITY - /� / C:)
OF RANCHO CUCAMONGA STD. DWG. No. 339, CASE 3. 23 OVERLAY EXISTING W/ 0.10' A.C. PAVEMENT 98o ca PT. / 73.5 rats At. U ZO
18. WHEN INDICATED ON THE DRAWINGS SANITARY SEWERS AND LATERAL CONNECTIONS SHALL BE ENCASED OR Ily- J
BLANKETED IN ACCORDANCE WITH CITY OF RANCHO CUCAMONGA STD. DWG. No. 340. Q CRESCENT CENTER D R.
19. LOCATIONS SHOWN ON THE CONTRACT DRAWINGS FOR EXISTING SANITARY SEWER HOUSE CONNECTIONS ARE R A N N'® CUCAMONGAAPPROXIMATE ONLY. THE CONTRACTOR SHALL FIELD LOCATE LATERALS.
20. CITY APPROVAL OF THESE PLANS DOES NOT RELIEVE THE CONTRACTOR FROM RESPONSIBILITY FOR THEA,
CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE REQUIRED - -01-
PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CIN ENGINEER FOR APPROVAL_ 4th STREET
21. WORK SITE AND EXTERIOR STREETS SHALL BE KEPT IN A NEAT, CLEAN, AND HAZARD FREE, ORDERLY 40.00' 00
STATE THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. VARIES, ff,00' MM. Td 'tI((to C.L.) VARIES, 0.0' IAM. TC 32.54' MAX
22. CONTACT UNDERGROUND ALERT AT 1-800-422-4133 AND ALL AFFECTED UTILITY COMPANIES AS REQUIRED �81 ( PU1NS) (SEE PLANS)
TWO (2) WORKING DAYS PRIOR TO EXCAVATION. �j 7.00• FED)Fp)0
23. THE FINAL SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT SHALL NOT BE PLACED UNTIL ALL rril JEC."'TPRI
= M�( (�
UTILITIES AND UTILITY LATERALS WITHIN THE ROADWAY HAVE BEEN INSTALLED AND ALL UNACCEPTABLE PARKWAY 1• CROWN LIME JOIN FXISTTNG .; �- ®° " ° ���v
AND ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED TO THE SATISFACTION OF THE CITY ENGINEER. 20 ZZ 1.00x M� M�u°, Z/ Z3 LOC. ......C
24. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS INCLUDING, BUT NOT LIMITED TO, I
ENCROACHMENT PERMITS, DUST CONTROL PERMITS, STORM DRAIN CONNECTION PERMITS FROM SAN - 3/8• LIP 2 x "` CREEK
BERNARDINO COUNTY FLOOD CONTROL DISTRICT, CUCAMONGA COUNTY WATER DISTRICT, METROPOLITAN WATER _III I I I� 1x° TIE ►JoTE•.C.
DISTRICT, SANBAG RAILROAD (METROLINK), ETC., PRIOR TO BEGINNING WORK ON THE PROJECT. t I 1 •FIM15A ASUCFASE 59ALL 9E A
. [ER
� -�-�-� l o e ° Si�A1rjNS �jRAD£ IRON �RorDSED D t�
25. CONTRACTOR SWILL POSSESS A CLASS A. LICENSE (GENERAL ENGINEERING CONTRACTOR) IN ACCORDANCE W I III I I / - - jj ao%W LuJE To MATCH EM15T•
WITH THE PROVISIONS OF THE CONTRACTOR'S LICENSE LAW (CALIFORNIA BUSINESS AND PROFESSIONS CODE. -III STFEET FtWsH SURfAm B 7•oet
SECTION 7000 ET SEQ) AND RULES AND REGULATIONS ADOPTED PURSUANT THERETO AT THE TIME THIS i� ^ I i I I LEFT. EETWEFO STA. 0+56.31
CONTRACT IS AWARDED. rl III I °
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' ll III ITL -SII III III Ill III III- SII
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MU LJE T41 MAT(N K1 ED
,( STREET FWKN StlRGAc'f
\� I $crwEE0 STA Y+Oo To 3+56
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REMOVE EX . A.0REPLACE AS AND REPL 'JVCrLAl a 41.0 FLAUE ARBA
- AS NOTED ,J It.L YARN, 6.IG' NtU.ttM IJPA) PROJECT , VMAP
1i1 TYPICAL SECTIONSTA05637 TO 3+5000
1 N.T.S.
, . + . .
N.T.Q.
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48.00'
TCEWC" DETAIL 40.00'
7.00•
��mm APPROXIMATELY 2' FUTURE OVERLAY qyq
NOTICE TO CONTRACTOR PROJECT SHEET llYJJ� 1' TO ULTIMATE DESIGN JOIN EXISTING DESCRIPTION OF REVISION DATE APPROVED
20 ?2 FUTURE MEDIAN CURB; ; 0'10' Z, r� - Cly OF RANCHO CUCAMONGA
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE 1' PROJECT' TME T' LIP _ _ 2(_ _ _ _ _ y A _!so% _ _ _ ,
PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE Z. STORE[ DRAIN PLAN k PROFILE, FROM ARCFDHALD TO SPA. 12+00.00 -
ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THESE PLANS ARE NOT INTENTED TO 9. Sl'OFlI[ DRAIN F'I�LN tc PROFII.E, FROM 12+00.00 TO 19+30.00 ( I I I �� f'I� L ' J �W PIATi ) Ik S�tIK Ct�h' "L't iTCTtvCr OF
SHOW LOCATIONS OF ELECTRICAL LINES, LANDSCAPE IRRIGATION LINES, ETC. THE CONTRACTOR SHALL TAKE 4. PROJECT ARBA DETOUR PIAN I III I I � � � _ - uj
DUE PRECA�RTONARY MEASURES TO PROTECT ALL UTILITIES AND STRUCT!JRES SHOWN ON THESE PLANS. -III I I I� /
5. STREET AND STORM DRAIN IROI 1. S
PROJECT FINAL SIGNING A 3TRIPIIJG PLAN .
.� �'.• . .•
ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS - N.
SHALT_ CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND I III I L. • r ` • ' '• , , , III I ( III- I W 4TH ST., FROM ARCHIBALD AVE. EASTERLY
THE PUBLIC IS PROTECTE[. ALL CONTRACTORS AND SUBCONTRACTORS SHAM COMPLY wmi THE BENCH MARK No. 10048 1 I Z
�� � -� � III
'OCCUPATIONAL SAFETY AND HEALTH REGULATION' OF THE DEPARTMENT OF U.S. LABOR, AND WITH THE I I III I11 i 1 1 1 III III I I III 1 I I III- (ARBA IY ARCMALD STORM DRAIN PROJECT - FIRM lb
STA OFCALIFORNIA DEPARTMENT F D S ' p P FOUND 1 ROUND HEAD BOLT IN CONCRETE CURB _ l )
TE CAll TME 0 IN USTRIAL RELATION_ CONSTRUCTION SAFETY ORPERT. III III I 1 I III III III III III III III-
STAMPED 'S.B. CO. B.M. 01095' AT NORTHEAST TITLE SHEET
THE CML ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS AND SUBCON- CORNER OF 4th STREET AND F C URB AVENUE, _ -
TRACTORS' COMPLIANCE WITH THE *OCCUPATIONAL HEALTH AND SAFETY REGULATIONS' OF THE U.S. 1 FOOT EAST OF BEGINNING OF CURB RETURN. III APPROVED BY: DATE
DEPARTMENT OF LABOR OR WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS Il4420 -) I 1 1- I I- 24953
'CONSTRUCTION SAFELY ORDERS'. � CITY BONG R.C.B. NO.-
REMOVE EXIST. A.0 AND REPLACE AS NOTED F k DESIGN �FRBDSH k_ASSOCIATES RECOMMFN)Fl
CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB i 391 DGA MVII. ENGINEERS
SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL
PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED 8331 UMCA AVENUE ST:T1Tg 150
TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE TI. - 1.0 , P= Cpl- DRAWN RANCHO CUCAMONGA, CAUYORNIA 91730 SHFh7
OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN TYPICAL SECTION STA. 3+50 TO 14+00 �� DGA (909) 987-4308 1 OF 5
CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARTS- _ ��-�•-�-*•-•� ' �-.�
ING FROM SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. N.T.=• CHI?CI D DA]vIE)S E. GUhRRA `t DF_A.v,';G No.
CITY Y.C.B. No. 29224 Date 9 91 IM Date f /527-D
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STORM DRAIN PLAN
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CD�tJ'STl.'t/CT M.fl •�► 4 � ,Pc 9'11? Glut' ,cb. 32/. _ APPROVED
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4th STREET FROM
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� APPROVED BY: DATE:
A2¢953
CITY ENGINEER R.C.E. NO.
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50.00' MINIMUM I. TRENCH LENGTH 50' MINIMUM
II
EXISTING DRIVEWAY LANE CLOSURE AREA ,_ ______.__ -_
` T - - EXISTING CURES — CONSTRUCTION NOTES
_ _
UNE CLOSURE AREA T T (TRENCH AREA "K" RAILS PER
(TYPICAL) / - - CAL-TRANS SPEC. ( 1 } - - PLACE CONES PER CALTRANS STANDARDS
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PER CALTRANS STD. PLAN A20 A, DETAIL 21.
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PAINT TEMPORARY 8" WIDE SOLID WHITE STRIPE
°
` 2_ PER CALTRANS STD. PLAN A20D, DETAIL 38A.
�_ 1 5
____ _._ 4 PAINT TEMPORARY STREET MARKER AS SHOWN.
(TRAFFIC DIRECTION) (TRAFFIC DIRECTION)
- - o Q _ - Q 0 0 0 0 0 0 0 0 0 0 0 0 0 0
- - - - - - - - - - - - - - - _ - - - - - - - - - - - - - - - - - - (TRAFFIC DIRECTION) `f U� 5 PAIINER CALTEMPORARY
RAPORANS PLAN WIDE SOLID WETAIL HITE STRIPE sl•mF 1*-100'
47H STREET 4TH STREET 6
- - - - - - - - - - - - - - _ _ - - - - - - - - - - - - - - - - - - - r0— PAINT TEMPORARY 2 WAY LEFT TURN LANE.
- - - - - - - - - - - - - - - - -
_ - - - - - - - - - - - PER CALTRANS STD. PLAN A20B, DETAIL 31.
�6 __ r, Z' SEE PLAN FOR SIGNING AND STRIPING _ _, 4TH STREET 7a PAINT TEMPORARY 4" WIDE WHITE SKIP LANE LINE.
(TRAFFIC DIRECTION) 6 — __v> (TRAFFIC DIRECTION) -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — PER CALTRANS STD. PLAN A20A, DETAIL II.
BARRICADE DRIVEWAY(S) DURING MAINLINE CONSTRUCTION OR WHEN
(TRAFFIC DIRECTION) jj I HAZARD EXISTS UPON APPROVAL OF PROPERTY OWNER.
INTERSECTION DETAIL l�- �! PAINT TEMPORARY DOUBLE LEFT ELYELIOr, Mr CALTRANS STD. PLAN
TRANSITION DETAIL ® DRIMAYS 0 NON-SIGNALIZED INTERSECTIONS A 2 0 B, DETAIL 2 8.
_ _ _ .. _ "g' RAIL � CONSTRUCTION ZONE_ DETAIL
(NOT TO SCALE) -
(NOT TO SCALE) (NOT TO SCALE)
NOTE REGARDING EXISTING & PROPOSED STRIPING
SANDBLAST INTERFERING PORTIONS OF EXISTING STRIPING AND
MARKERS AND PAINT NEW STRIPING AND MARKERS AS SHOWN.
SANDBLAST AND RESTRIPE TO EXISTING CONDITION AFTER THE ?70'
COMPLETION OF THE STORM DRAIN WORK. w
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4th STREET � ��z
40' 270' cn d
CONSTRUCTION AREA o o CONSTRUCTION AREA o
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mI I 150' 0' PROPOSED C.L. S.D. X 8 8LL! ¢ 1
9 Q 2 w m!� LL
I III ;
-_ - - - - - - - - - - - - - - - - - - - - - - -
--- - --
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TRAFFIC CONTROL NOTES TRAFFIC STRIPING, PAVEMENT MARKINGS AND � m;
SEE INTERSECTION DETAIL
3
FOR NON-SIGNALIZED 3I
1 TRAFFIC REQUIREMENTS SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR +� INTERSECTIONS HERE-ON. J F-:PUB4th STREET
LIC WORKS CONSTRUCTION, 1994 EDITION. WORKING HOURS SHALL BE BETWEEN 1 ALL STRIPING AND INSTALLATION OF ALL PAVEMENT MARKERS AND SIGNS SHALL BE THE c3
7:00 A.M. AND 6:00 P.M. AS SHOWN ON THE PLANS, AND CONTRACTOR SHALL RESPONSIBILITY OF THE CONTRACTOR. PAVEMENT MARKERS AND STRIPING SHALL CONFORM TO F- ? vim 1 5 c"I v
MAINTAIN THE FULL WIDTH OF ALL TRAVELED LANES ON EXISTING ROADWAYS DURING SECTIONS 84 AND 85 OF CALTRANS STANDARD SPECIFICATIONS, LATEST EDITION, AND CALTRANS 1 5
THE HOURS OF 6:00 P.M. TO 7:00 AM. AND AT ALL TIMES ON SATURDAYS, SUNDAY, TRAFFIC CONTROL MANUAL LZ w
AND LEGAL HOLIDAYS WHEN CONSTRUCTION OPERATIONS ARE NOT ACTIVELY IN
PROGRESS THE CONTRACTOR SHAD_ MAINTAIN ALL TRAVELED LANES OF THE ROADWAY. 2 CONTROL OF ALIGNMENT AND LAYOUT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 1
/ + +
ANY DEVIATION FROM THESE REQUIREMENTS SHALL BE APPROVED BY THE CITY AND IS SUBJECT TO APPROVAL BY THE TRAFFIC ENGINEER. o 45:1 TAPER
TRAFFIC ENGINEER. 3 SECTION 84-03.02, "MATERIALS', OF THE STANDARD SPECIFICATIONS IS AMENDED TO READ: BEGIN TRANSITION STRIPE
PAINT FOR TRAFFIC STRIPES SHALL CONFORM TO THE FOLLOWING STATE 6 00' F
2 ALL WORK SHALL BE PERFORMED DURING HOURS OF DAYLIGHT. ALL TRENCHES SHALL W _-- N --- - --- - - _ _ _,--- - _ _ - FROM T.C.
BE BACKFILLED OR TRENCH PLATED AT THE END OF EACH WORK DAY. UPON SPECIFICATIONS. v, - _ �- _ _ - - - - -- - - - _ - - _ -- - - - - _ _ _ _ .__ _ _
COMPLETION OF TRENCH BACKFILL THE SURFACE OF THE ROADWAY SHALL BE BROUGHT PAINT: y_ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -TO A SMOOTH, EVEN CONDITION, FREE OF HUMPS AND DEPRESSIONS. AFTER BACKFILL RAPID DRY WATER-BORNE, WHITE AND YELLOW 8010-421-30 OR 8010-61G-10.
HAS BEEN COMPLETED THE CONTRACTOR SHALL., AT HIS EXPENSE, REPAIR ANY DAMAGE GLASS BEADS SHALL CONFORM TO STATE SPECIFICATION NO. 8010-51J-22 (TYPE 2). �TO THE ROADWAY, INCLUDING ANY DAMAGE CAUSED BY HIS/HER OPERATIONS OR 4 COPIES OF STATE SPECIFICATIONS FOR TRAFFIC PAINT AND GLASS BEADS MAY BE OBTAINED Lx
CONSTRUCTION TRAFFIC ALL EXISTING STRIPING, PAVEMENT MARKINGS, SIGNING AND FROM THE TRANSPORTATION LABORATORY, P.O. BOX 19128, SACRAMENTO, CA 95819 ^ j
LOOP DETECTION ALTERED DURING CONSTRUCTION SHALL BE RESTORED TO ORIGINAL (916) 739-2400. C�)-
CONDITION BY CONTRACTOR AT COMPLETION OF WORK. J
5 THINNING OF PAINT WILL NOT BE ALLOWED.
3 IT IS THE RESPONSIBILITY OF THE CONTRACTOR PERFORMING WORK ON THE CITY STREET 6 THE CONTRACTOR SHALL INSTALL REFLECTORIZED PAVEMENT MARKERS ON ALL LANE LINES r7
TO SUPPLY, INSTALL AND MAINTAIN THE TRAFFIC CONTROL DEVICES AS SHOWN HEREIN, AND CENTERLINE STRIPING.
AS WELL AS ANY SUCH ADDITIONAL TRAFFIC CONTROL DEVICES AS MAY BE REQUIREFFID, U
TO ENSURE THE SAFE MOVEMENT OF TRAFFIC, PEDESTRIANS AND BICYCLISTS THROUGH
OR AROUND THE WORK AREA AND PROVIDE MAXIMUM PROTECTION AND SAFETY TO 7 CONTRACTOR IS RESPONSIBLE FOR ALL SANDBLASTING OF CONFUCTING STRIPING AND REPLACING
CONSTRUCTION WORKERS. ALL STRIPING AND PAVEMENT MARKING REMOVED DUE TO CONSTRUCTION.
4 ALL SIGNS, DELINEATORS, BARRICADES, ETC. SHALL CONFORM TO THE LATEST CALTRANS 8 THE INSTALLATION OF ALL SIGNS WILL BE DONE BY THE CONTRACTOR. ALL SIGNS MUST CONFORM
MANUAL FOR TRAFFIC CONTROL THROUGH CONSTRUCTION ZONES. TO THE CALIFORNIA DEPARTMENT OF TRANSPORTATION TRAFFIC MANUAL ALL SIGN POSTS MUST
BE ANCHORED TWO FEET IN CONCRETE AND 18-24 INCHES FROM FACE OF CURB. THE BOTTOM
5 THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT AT 1-800-422-4133 A OF SIGNS MUST BE SEVEN (7) FEET FROM THE GROUND.
MINIMUM OF FIVE (5) WORKING DAYS PRIOR TO EXCAVATION. 9 CONTRACTOR SHALL NOTIFY THE CITY TRAFFIC ENGINEER AT (909) 989-1862 UPON COMPLETION
6 THE CONTRACTOR SHALL NOTIFY ALL AFFECTED AGENCIES AT LEAST FIVE (5) WORKING OF SIGNING AND STRIPING.
DAYS IN ADVANCE OF ANY STREET OR ALLEY CLOSURE OR IMPLEMENTING ANY CON- 10 CONSTRUCTION SIGN SIZES TO BE AS LISTED BELOW:
STRUCTION DETOUR.
7 IF CONSTRUCTION IS TO BE DONE IN STAGES ALL WORK SHALL BE COMPLETED IN EACH
STAGE PRIOR TO BEGINNING WORK ON THE NEXT STAGE.
8 THE CONTRACTOR SHALL BE RESPONSIBLE FOR POSTING TOW AWAY/NO PARKING SIGNS.
SIGNS MUST BE POSTED 24 HOURS IN ADVANCE OF THE APPROVED PROHIBITION. Q'PY
DESCRIPTION 0 0
TIN F REVISI N DATE APPROVED
9 EQUIPMENT, MATERIAL, OR DEBRIS SHALL NOT BE STORED OR REMAIN IN THE PUBLIC
RIGHT-OF-WAY WITHOUT PRIOR APPROVAL BY THE CITY TRAFFIC ENGINEER. - CITY OF RANCHO CUCAMONGA
10THE CITY ENGINEER RESERVES THE RIGHT TO OBSERVE THESE TRAFFIC CONTROL PLANS
IN OPERATION TO MAKE ANY CHANGES AS FIELD CONDITIONS WARRANT. ANY CHAN rES
SHALL SUPERSEDE THESE PLANS AND BE COMPLETED AT THE CONTRACTOR'S EXPENSE. AREA IV
11 ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES. IF SPECIAL APPROVAL ARCHIBALD AVENUE STORM DRAIN
IS GRANTED BY THE CITY TRAFFIC ENGINEER TO CLOSE OR INTERFERE IN ANY WAY WITH r• t' PHASE 1 b
A DRIVEWAY THEN THE CONTRACTOR SHALL NOTIFY THE OWNER OR OCCUPANT OF THE c r
CLOSURE OF THE DRIVEWAY(S). THE CONTRACTOR SHALL FULLY EXPLAIN TO THE OWNER/ tL 4th STREET FROM
OCCUPANT THE PERIOD OF THE CLOSURE AND WHEN THE CLOSURE IS TO START. `' ARCHIBALD AVE. EASTWARD
12 ALL TRAVEL LANES WILL BE A MINIMUM OF 12 FEET WIDE UNLESS APPROVED BY THE
CITY TRAFFIC ENGINEER. s DETOUR AND PHASING PLAN
j r ,.
13 PEDESTRIAN OR BICYCUST FLOW WILL NOT BE DISTURBED UNLESS APPROVED BY THE CITY � APPROVED BY: DATE
- r
TRAFFIC ENGINEER.
ENGINh'gR + _ R.C.E. No. 24953
14 CONTRACTOR SHALL NOTIFY OMNITRANS AT LEAST FIVE (5) WORKING DAYS PRIOR TO ANY
CONSTRUCTION OR TRAFFIC CONTROL AFFECTING BUS STOPS. `''' DFSIGN -DERBISfl. ITE.RRA &-ASSOCIATES_ FtI C�A91�Xi 1)K1
15 THIS TRAFFIC CONTROL PLAN IS NOT VALID UNTIL WORK DATES ARE APPROVED. CONTRACTOR CITY OF ONTARIO DGA CIVIi ENGINEERS
MUST SUBMIT THREE (3) REDUCED COPIES OF THE TRAFFIC CONTROL PLAN TO THE TRFFI
AC 8331 UTICA AVENUE SUITE 150
ENGINEERING DIVISION A MINIMUM OF FIVE (5) WORKING DAYS PRIOR TO START OF WORK. DR0N RANCHO CUCAMONGA, CALIFORNIA 91730 SHFX'T
ACCENTED BY: -
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9 9 98 4306
DGA_ 45
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CHFCKr'D DRA111NG hu.
--- -- D/1TE: G DAME E. GUFRRA
CITY ENGINEER .C.E. N0. 22PLS
CITY ,,�-`�. 15Z -D
--. _ RC.E. No. 29224 hp. Date 3/31/99 DeteJJ1L� -_ --- ----
W
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JOIN EXISTING STRIPING
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STREET
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NOTESTREET
ALL EXI 1 JG �1RIr ING CCNF�ICIING TC I)
PROPOSED STRIPING SHOWN HERE-ON SHALL BE
REMOVED BY SANDBLASTING TO THE APPROVAL I�
OF THE CITY INSPECTOR.
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STRIPING CONSTRUCTION NOTES
o �
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is APPLY 2—WAY LEFT TURN LANE PER CALTRANS STD. PLAN A208 DETAIL 32. /00" -r,QA,v5irn0a/ 7-a car1sr.
2S APPLY 4" WIDE SOLID WHITE LINE PER CITY OF R.C. STD. DWG. 133.
3S APPLY SOLID DOUBLE YELLOW LINE PER R.C. STD. DWG. NO. 133.
4S PAINT TURN ARROW MARKING AS SHOWN PER CALTRANS STD.
5S APPLY WHITE SKIP LANE LINE PER R.C. STD. DWG. NO. 133.
6S PAINT OR REPAINT 12" WIDE WHITE CROSS—WALK STRIPING.
�- Racy 8''(I40PIFIeP) Wavy Souo W R/rr e9uE LiclE Pre Wiry of e-e srv. 094, 410 /33. DESCRIPTION OF REVISION DATE CITY
SCALE 1"=40' APPROVn
CITY OF RANCHO CUCAMONGA
AREA IV
ARCHIBALD AVENUE STORM DRAIN
{ PHASE lb
4th STREET FROM
ARCHIBALD AVE. EASTWARD
STRIPING PLAN
' ¢ _ _
�4 APPROVED BY: DA'L`E
- CITY ENG -- R.C.B. No. 24953
DESIGN DERRISH, ✓GJ,%RRA & ASSOCIATES _ RECOMMENDED
DGA CIVIL ENGINEERS
CITY OF ONTARIO
8331 UTICA AVENUE 3iJITE 150
DRAWN RANCHO CUCAMONGA, CALIFORNIA 91730 SHRET
ACCEPTED BY: DGA (909) 987-4308 5
DATE: Y �� CHECKED � DRAWING No.
_ D IEL E. GUERRA
CITY
ENGINEER/ R.C.E. NO. 22880 / CITY
RC.B. No. 29224 Exp. Dnte 9 31/99 Date S 1 1527� D