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Home My WebLink About2030 i I I i BASE LINE AVE. OFF- SITZ IffPRO vZffZ-/vT PLAI i I FOOTHILL BLVD. xYS ARROX ROUTEo UTIC YA A » » PROJECT R=0.6" 6 24 SITE PA RC YE.Z 2 PA i?C YEj L ffA P ®, 14457 4 � w ® ARROW RO TE N R=0.6" Ld UJ w 0 > °0 > Z ILLI Q STREET IMPROVEMENT GENERAL NOTES TRAFFIC CONTROL NOTES Z > a ° � Z Q cn = Q o - a 4 4 d C ° 1. ALL WORK SHALL BE DONE /N ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA 1. TRAFFIC CONTROL FOR CONSTRUCTION WORK ZONES WTH/N THE STATE HIGHWAY RIGHT-OF-WAY SHALL COMPLY = F 0 ry 0 STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUC770N - CURRENT WITH THE MOST CURRENT EDI 17ONS OF THE CALIFORNIA CAL TRANS STANDARD SPEC/FICAT TONS, STANDARD PLANS, GRAPHIC SCALE R=1» o w ED/770N, INCLUDING ITS ANNUAL SUPPLEMENTS OF AMMENDMENTS. CONTRACTOR SHALL BE FAMILIAR MANUAL OF TRAFFIC CONTROLS AND THE STANDARD SPEC/F7CARONS FOR 7RAFF7C CONTROL SYSTEMS Of N 7 AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICA 77ONS. 20 10 20 40 00 2. TRAFFIC CON7ROL AND SAFETY SHALL BE MAINTAINED BY THE CONTRACTOR /N ACCORDANCE WITH THE ABOVE D�� 4th STREET 2. ALL PIPELINES OR SUBS7RUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, MEN77ONED STANDARDS AND SPECIFICA77ONS AND /N ACCORDANCE WITH THE PROJECT DETOUR AND PHASING 41 v P. C. C. CURB VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WI THIN THE RIGHT OF WAY PLANS. TRAFFIC CONTROL AND SAFETY DEVICES SHALL BE PLACED AND MAINTAINED TO THE SA 77SFAC77ON OF SCALE. LIM17S OR /N ADJACENT AREAS WHERE IMPROVEMENT WORK /S TO BE DONE SHALL BE REMOVED, 171E ENGINEER. NO SUCH DEVICES SHALL BE REMOVED OR RELOCATED WITHOUT APPROVAL FROM THE ENGINEER. IN kms&? REPLACED, RELOCATED OR PROTECTED /N PLACE AS REQUIRED AT NO COST TO THE CITY OF J. TRAFFIC REQUIREMENTS SHALL CONFORM TO THE STANDARD SPECIFICA77ONS FOR PUBLIC WORKS CONS7RUC710N, i inch = 20 tt. RANCHO CUCAMONGA. CURRENT EDI 170N. WORKING HOURS SHALL BE BETWEEN 7.•00 AM AND 6.•00 PA UNLESS 0THERNSE APPROVED, VICINITY MAP J. ANY CONTRACTOR PERFORMING WORK ON 7HIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AS SHOWN ON THESE PLANS, AND CONTRACTOR SHALL MAINTAIN THE FULL WIDTH OF ALL TRAVELED LANES NTS AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXIS77NG FACILITIES RESULTING DIRECTLY ON EXISTING ROADWAYS DURING THE HOURS OF 6.•00 PM AND 7.•00 AM AND AT ALL 77MES ON SATURDAYS, 3 HP GAs OR INDIRECTLY FROM HIS OPERA 17ONS, WETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS SUNDAYS AND LEGAL HOLIDAYS. WHEN CONS 7RUC77ON OPERA 17ONS ARE NOT AC77VELY /N PROGRESS THE ---G G G G G - G G G G G G G G CONTRACTOR SHALL MAINTAIN ALL )RAVELED LANES OF THE ROADWAY. ANY DEVIATION FROM THESE REQUIREMENTS 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC WORKS, ENGINEERING GAS SHALL BE APPROVED BY THE CITY TRAFFIC ENGINEER. -G --- G ----G G G G G G G -G G G G G G G G G G G � DEPAR 1MENT PRIOR TO ANY ENCROACHMENT OR CONSIRUC110N WITHIN ANY Cl TY OF RANCHO G G CUCAMONGA EASEMENT OR RIGHT OF WAY. 4. ALL WORK SHALL BE PERFORMED DURING HOURS OF DAYLIGHT UNLESS OTHERWISE APPROVED BY THE ENGINEER. ALL TRENCHES SHALL BE BACKFIELD TRENCH PLA 1E0 OR FENCED OFF TO THE 174E APPROVAL OF THE ENGINEER 62 0 ARROW F�®(JTE f E65.0 X S. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES SHALL BE SET � AT THE END OF EACH WORK DAY. UPON COMPLE77ON OF TRENCH BACKFILL THE SURFACE OF THE ROADWAY SHALL 1 o DISTANCE TO EX. ST. L T. AT ALL HINGE POINTS, EDGE OF PAVEMENT PD/NTS WI1N/N 0.01 FOOT OF SUB-GRADE ELEVATION AND - - - --- AG _ _ AT NOT MORE THAN 50.00 FOOT INTERVALS ADDII]ONAL PAVING STAKES MAYBE REQUIRED BY CITY BE AT HIS�EXPEN REPAGHT TO A IR ANY DAMAGE IOEVEN DINE ROADWAY,FREE OF UINPS AND CLUDINGDANYEDAMAGE CASED B THE �HS OP�RAIIONS, - - 7Tf2 �246r---- - Q - ENG/NEER AS NEEDED AT WARPED OR VER77CAL CURVE AREASPAIW�MENTSIGNINGANDDETECT PHONE OR OTHER U77LITY LATERALS, MAINS, OR CROSSINGS SHALL DURINGOR 110N SHALL BE RESTORED TO ORIGIN TRAFFIC ALL EXIS77NG NAL COND177ON BYMARAT OF WIRTERED - " 6. ALL SEWER, WA IFR, ELECTRIC, GAS, 84 RCP SD P D� R��BE CONSTRUCTED PRIOR TO PA WING. S a `I j 5. lT 1S THE RESPONS/B/UTY OF THE CONTRACTOR PERFORM/NG WORK ON A CITY S77?£ET TO SUPPLY, INSTALL AND r T T T -$ EX. CURB & G�T FR, �� I ^ v 2198' TELE. CABLE + 7. COMPACTION IESIS OF EMBANKMENT CONSTRUC110N, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND MAINTAIN THE TRAFFIC CONTROL DEVICES AS SHOWN HEREIN, AS WELL AS ANY SUCH AD0117ONAL DEVICES WHICH _ j AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. MAY BE REQUIRED, TO ENSURE THE SAFE MOVEMENT OF TRAFFIC, PEDESTRIANS AND BICYCLISTS THROUGH OR MH `�H T - T EX-R26 SjGN --- T T T T - T T� T --�-- T -1� T T T __T T A WRITTEN REPORT WIIN (NESE COMPACTION TESTS SHALL B£ SUBMITTED TO THE CITY ENGINEER FOR AROUND THE WORK AREA AND PROVIDE MAXIMUM PROTEC77ON AND SAFETY TO CONSTRUCTION WORKERS (TO REMAIN) 1y1' G �u 47 EX. DRIVEWAY RE-CONSTRUCT EX. APPROVAL PRIOR TO THE PLACEMENT OF BASE MA7ERIALS AND OR SURFACING. s"_WA c> - EX. ST. LIGHT �C, 41 TO B£ REMOVED �G � oo 9�3 c� WALK FOR SMOOTH 6. ALL SIGNS, DELINEATORS, BARRICADES, ETC. SHALL CONFORM TO THE LATEST CAL TRANS MANUAL FOR TRAFFIC N W W - dV - W - W W h o S 6 8. AT THE COMPLETION OF PAVING, A MA 1ERIAL REPORT SHALL BE SUBMI TIED TO IRE CITY ENGINEER. CONTROL THROUGH CONSTRUCTION ZONES. PROTECT W W 1 W W 9 - 1 1 -�G °� ( � � F �o ��1g• �, ��--yq1 � `f i�i `�'- -.v� W g8--W- �.TRAN T4---W LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL CONTENT AND GRADATION 5� 42 SAWCUT L/N¢ �� 4p '� S SAKUT LINE �' 1� 3 • LI ASPHALT PAVING. 7. THE CONTRACTOR SHALL NOTIFY UNDEGROUND SERVICE ALERT AT 1-800-422-4133 A MINIMUM OF FIVE (5) 1158. 8� F - o MATCH EXF$1,T(I G �� F MATCH EXISIT/NG ( X15$' (0490) 43 O 9 ��S/DEWALK WORKING DA YS PRIOR TO EXCA VA TION. - ,, :.. 9. PRIOR TO INSTALLA77ON OF ANY PAVING, A MATERIAL REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER. 8. THE CONTRACTOR SHALL NOTIFY ALL AFFECTED AGENCIES AT LEAST FIVE 5) WORKING DAYS /N ADVANCE OF rT CABLE T _�_ T FH -� sTREET LIT •- - i i / • -¢ LISTING ALL TESTS OR DEIERM/NA(IONS COMPLETED TO VERIFY R-VALUE, SIEVE ANALYSIS AND SAND ANY STREET OR ALLEY CLOSURE OR IMPLEMENTING ANY CONS7RUC710N DETOUR. T y T - T T• y •� - 2 T - "T - - T' ' D ,CF a I _c 1a LKg 5 T T T EQUIVALENT OF AGGREGATE BASE. •• �NS�;R ., � � " -�- ELECTRi AL CONG WALK__ � � i v i. /. � • . ,. 9. IF CONSIRUCIION IS TO BE DONE IN PHASES ALL WORK SHALL 8E COMPLETED /N EACH PHASE PR/OR TO E E �- E - F - E T ��5 EX. CONC. WALK 10. PAVING SHALL 8E PERFORMED /N ACCORDANCE WITH R-VALUE AND PAVEMENT ]FSIs TAKEN TO E E E E - E - - F � E E DETERMINE S7RUC7VRAL SECTIONS. BEGINNING WORK ON THE NEXT PHASE -- - ._ - -'' r r E. __ SE'LY CORNER WALK 47 T �*"' � '� '��-', 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR POSTING TOW AWAY NO PARKING SIGNS. SIGNS MUST BE o.70' E'LY&4.77 N'LY HANDRAIL ver F g$2 N ��rf2 w 2��A�(DSCAP/N R 93 g4 + LCL! ! ` �I g63 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NA I1VE SOIL WHICH CONSISTS OF A ROCKY MA 1ERIAL, THE POSTED 24 HOURS /N ADVANCE OF THE APPROVED PROHIBITION. / PIER ARCH. PLAN- �� 1�� 1159.61 ' 1�� `1�`1 • FS S L'1J7 n�TLL'�4 �G SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE END PLANTER CURB 115 - - f5 - - 42 LANDSCAPE ARCHITECT'S PLANS FS F FS 95�'S 1160 3 AND ALL VOIDS OR DEPRRESIONS SHALL BE FILLED WITH A FINE MATERIAL OF QUALITY BETTER THAN 11. EQUIPMENT, MATERIAL OR DEBRIS SHALL NOT BE STORED OR REMAIN /N INE PUBLIC RIGHT-OF-WAY WITHOUT o.oa w'LY - - - - ' ' ' - 10 WIDE EASEMENT _� �G LL LL L L_LL_LI 115 g 1 THE NA77VE MATERIAL. PRIOR APPROVAL BY THE CITY IRAFF7C ENGINEER. _ _ _ _ - �L_��I 15 ��- FOR SIDEWALK PURPOSES `� � g� F1. � 159. �; 15 ' -� '' 6 12. IF THE ASPHAL17C CONCRETE /S TO BE PLACED ON SUB-GRADE, A SOIL STER/LANT REGISTERED BY THE 12. THE CITY ENGINEER RESERVES INE RIGHT TO OBSERVE THESE TRAFFIC CONTROL PLANS IN OPERA77ON TO MAKE 1 1 a�,� - i ;d -, a G E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UN/FORML Y APPLIED A T THE MANUFA C IURE'S ANY CHANGES AS FIELD CONDI TIONS WARRANT. ANY CHANGES SHALL SUPERSEDE THESE PLANS AND BE 1156 . LANDSCAPE �� 1V/?i� `✓ �G 1'� 1� - - RECOMMENDED RATE FOR FULL PAVEMENT WIDTH PRIOR TO PAVING COMPLETED AT THE CONTRACTORS EXPENSE - F68 FS o o G 1 . 17MA AN11Tl S /S PR VIE Y 174 ENGINEER ONLY FOR THE CONVENIENCE OF THE DEVELOPER. 13. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES /F SPECIAL APPROVAL /S GRANTED BY 62 15= - BSL ` 115 �$ �"�.AMP. 3 ES IE OF QU E 0 D D 8 E E EE 77/77/7-/7/ 717�T7� -Tt - - i �,� .� RF - _ - THE CON7RACT0R SHALL MAKE HIS OWN DETERMINA77ON OF CONSTRUCT70N QUAN7IT/ES BEFORE SUBMIT77NG THE CITY TRAFFIC ENGINEER TO CLOSE INTERFERE /N ANY WAY INTH A DRIVEWAY THEN THE CONTRACTOR - �� /�J A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH /S NOT SPECIFICALLY LISTED /N 774E SHALL N077FY 7HE OWNER OR ACCUPANT OF THE CLOSURE OF THE DRIVEWAY(S). THE CONTRACTOR SHALL �� %/a/. j: ji <* LS A - ANO - - ES77MAIE OF QUAN7777ES SHALL BE CONSIDERED AS INCLUDED /N THE 07HER ITEMS OF WORK. FULLY EXPLAIN TO THE OWNER / OCCUPANT THE PERIOD OF THE CLOSURE AND WHEN THE CLOSURE IS TO START. N WILL BE A MINIMUM OF 12 FEET WIDE UNLESS OTHERWISE SHOWN OR APPROVED BY THE 14. THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT AT 1-800-227-2600 A MINIMUM OF l4. ALL (RAVEL LANES / „„ ,,,, ,, ,�, , ,, ,/,,, , ,/, ,, ;,%. ,,, �, , , /, � • ,�. �. BUILDING CORNER / / r r- F1VE 5 WORKING DAYS PRIOR TO EXCAVATION. CITY TRAFFIC ENGINEER. �p "F��BL IG j 10(`AGr- / 15. CITY APPROVAL OF PLAN DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE CORRECIlON 15. PEDESTRIAN OR BICYCLIST FLOW WILL NOT BE DISTURBED UNLESS APPROVED BY THE CITY 1RAFf7C ENGINEER. !O49' W'LY // / : ,,i.,/ i/ is /, /. OF ERROR AND OMISSION DISCOVERED DURING CONSIRUC110N. UPON REQUEST THE REQUIRED PLAN / �/ ' � � / ,//, ,/ /; //, ,;// /�,., / , , i/i/,, ;�/;,,,,,,,�;,/, , ,/,, ,,, .� :� CONCRETE TILT-LIP /.i / // /� /// / % %, /// , ,,,, /:/ 9,5 0 5 16. THE CONTRACTOR SHALL NOTIFY OMNI TRANS AT LEAST FIVE 5 WORKING DAYS PRIOR TO ANY CONS7RUC710N / % ./; i /-/ /� �.�:/ , / ///��,/ / . /� / , �. REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. I OR TRAFFIC CONTROL AFFECTING BUS STOPS. X'/ - 5 WAREHOUSE j 16. WORK Sl IE AND EXTERIOR STREETS SHALL BE /N A NEAT, CLEAN, HAZARD FREE, ORDERLY STA 1� / - � � ;, ;/�, ; , ,///, ;/ ;%;;' , /, ,:/., ;,�. /� 17. THE TRAFFIC CON7ROL PLAN IS NOT VALID UNTIL WORK DATES ARE APPROVED. THE CONTRACTOR MUST SUBMIT / ,/// �// //%��/� %� / /!�, /,//,/,/ /�� /�// ,/� ,/ , i ��:/ ; , Existing Public THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. / �, /, �, , / ,/ i, / ,/%% i�: ; ,/,, , , , 9 174RE£ 3 REDUCED COPIES OF THE TRAFFIC CONTROL PLAN TO THE TRAFFIC ENGINEERING DIVISION A MINIMUM / ��;/, ��/� //�//:/ / . % i��,/ �,/,,,; /,:,, // /,, / /�, ,, , k� ,� C ----- F__ ,. . 17. CONTACT ALL UTILITY COMPANIES AS REQUIRED, 2 lM9RKING DAYS PRIOR TO EXCAVARON. OF FIVE (5) WORKING DAYS PRIOR TO START OF Wow I M F ONE LANE EAST BOUND AND ONE LANE HEST BOUND FOOTHILL BLVD. SHALL BE MAINTAINED OPEN 18. ILL FINAL SURFACE LAYER OF RALS' T7Y CONCRETE ROADWAY PAVEMENT SHALL NOT U PLACED UNTIL 18. A TW MU 0 ( ) OFF-SITE GRADING NOTES �t ALL UTILITIES AND UTILITY LATERALS WITHIN THE ROADWAY HAVE BEEN INSTALLED, INCLUDING ALL ON-SITE BETWEEN 10 P.M: AND 6 A.M. ALL LANES ON FOOTHILL BLVD. SHALL 8E OPEN TO TRAFFIC AT ALL DINER TIMES. QTY. CONSTR�T/' TIO 11� MCT L S FCD CST DEET TREriS GRADING HAS BEEN COMPLETED. AND ALL UNACCEPTABLE PARKWAY AND ROADWAY IMPROVEMENTS 19. TRENCH BRIDGE AND PLA77NG PLANS SHALL BE SUBMITTED BY THE CONTRACTOR TO CAL TRANS FOR APPROVAL. CONSTRUCTION 11/ lY l �i�7 IL STREET ARE REMOVED AND REPLACED TO THE SA775FAC77ON OF THE Ci TY ENGINEER. 20. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT ANY STA IE DRAINAGE FACILITY WN/CH IS AFFECTED Q0 _SAWCUT REMOVE AND DISPOSE EXISTING DRIVEWAY/CURB 350 SF 1. ALL STREET TREES ARE TO BE PLANTED /N ACCORDANCE WIIN CITY STANDARDS PLANS PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWWNG.• BY THE CONS7RUCII0N SHALL BE CLEANED AND OPERATIONAL PRIOR TO FINAL ACCEPTANCE OF THE STATE A. SAN GABR/EL VALLEY MUNICIPAL WATER DISTRICT (818) 969-7911 PERMIT WORK. » 2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE • MR. BDB STALLINGS 4l CNSIRUCT CONCRETE 8 P.C.C. CURB WITH 24 GUTTER PER 51 LF FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXIC177ES OR NUTRIENT DEFICIENCIES FOR BASELINE ROAD CONS7RUC110N 21. THE DES TRUC77ON OR DAMAGE TO STATE FAC/U77ES (SIGNS, STR/PING, 7RAFFIC LOOP, ETC.) DURING CITY OF RANCHO CUCAMONGA STD. No. 104, A2-6 MAY BE REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR CONSTRUC7TON SHALL BE REPLACED /N-KIND A T NO COST TO THE STATE OR CITY OF RANCHO CUCAMONGA. B. GENERAL TELEPHONE 1-800-483-3000 42 CONSTRUCT 4" P.C.C. CURVILINEAR SIDEWALK 832 SF J. ALL STREET TREES ARE SUBJECT TO INSPEC77ON AND ACCEPTANCE BY THE ENGINEERING DIVISION. 22. ANY DAMAGED CAUSED BY THE CONTRACTORS OPERA 77ONS RESUL 77NG /N A 7RAFFIC SIGNAL FAILURE SHALL BE PER CITY STANDARD 114. C. SOUTHERN CALIFORNIA GAS COMPANY 1-800-427-2200 RES. REPAIRED IMMEDIATELY BY THE CONTRACTOR AT NO COST TO THE STATE OR C1 TY OF RANCHO CUCAMONGA. 4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. 216 N. EUCLID AVENUE 1-800-427-2000 COMM. DAMAGED TRAFFIC SIGNAL EQUIPMENT AND LOOPS SHALL BE REPAIRED OR REPLACED AS NECESSARY /N A 43 CONSTRUCT P.C.C. DRIVEWAY APPROACH PER CITY OF RANCHO 550 SF ONTARIO, CA 91762 77MELY MANNER TO THE SATISFAC17ON OF THE CITY TRAFFIC ENGINEER. "C" CUCAMONGA STD NO. 101, TYPE ; W & R N07ED ON PLANS 0. CUCAMONGA COUNTY WATER DISTRICT 987-2591 23. K-RAIL SHALL BE USED FOR 7RAFF/C CONTROL AS REQUIRED BY THE CAL TRANS INSPECTOR.9641 SAN BERNARDINO ROAD P09) 0 483-7440 ENGR. DEPT. 44 RESTORE CONSTRUCT LANDSCAPING PER LANDSCAPE PLANS 1 LOT Min. Grow RANCHO CUCAMONGA. CA 91730 24. IN CONAINC77ON WITH THE CLOSURE OF LEFT 7URN LANES, THE APPROPRIATE LEFT TURN SIGNAL HEADS SHALL / Symbol Street Name Botanical Name Common Name Space Spacing Size Qty. BE COVERED BY THE CONTRACTOR /N THE PRESENCE OF THE CAL TRANS INSPECTOR. E. METROPOLITAN WATER DISTRICT (MWD) (909) 593-7474 Q5 _SAWCUI,, REMOVE MIN. 1' AC PAVEMENT 110 SF 700 N. MORENO AVENUE 25. A TRAFFIC CONTROL SYSTEM SHALL CONSIST OF CLOSING TRAFFIC LANES AND/OR SHOULDERS /N ACCORDANCE AND REPLACE N H 6" FULL DEPTH AC. ARROW ROUTE LIQUIDDAMBER STYRACIFLORA NCN 8' 25' 15 GAL. 7 LA VERNE, CA 91750 IMTH THE DETAILS SHOWN ON THE FOLLOWING CAL TRANS STANDARD PLANS FOR LANE CLOSURES. T 11. ALL O "PALO ALTO" 0.C. F. ADELPHIA COMMUN/CA TIONS 481-1115 TRAFFIC CONTROLS USED FOR THE TRAFFIC CONTROL SYSTEM SHALL CONFORM TO THE CAL TRANS TRAFFIC MANUAL, -INSTALL "EXIT ONL Y SIGN" 2 EA 1205 DUPONT ST. PPOOV77ON OF REDHILL) CHAPTER 5, "MANUAL OF TRAFFIC CONTROLS FOR CONSTRUC77ON AND MAINTENANCE WORK ZONES". ONTARIO, CA 91762 26. TRAFFIC SIGNAL SHALL BE MAINTAINED /N ACCORDANCE W11N SECTIONS 7-1.08 & 7-1.09, AND/OR 86-1.05 & 86-1.06 4 _STREET TREES SHALL BE INSTALLED PER INE N07ES AND SEE LEGEND G CHARTER COMMUNICA 17ONS P09) 987-6275 OF THE STATE STANDARD SPEC/F7CA RONS. LEGEND HEREON. 10808 FOOTHILL BLVD. 120 0 880-0222 27. THE PERMITTEE SHALL BE RESPONSIBLE FOR REMOVAL OF ANY CONFLIC77NG TRAFFIC SIR/PES AND PAVEMENT RANCHO CUCAMONGA. A 91730 MARKINGS DURING THE LIFE OF THE PERMIT. ALL CONFLICTING TRAFFIC STRIPES AND PA VEMENT MARKINGS H. SOUTHERN CALIFORNIA EDISON (800) 655-4555 REMOVED SHALL BE RESTORED TO THEIR ORIGINAL COND177ON OR BETTER PRIOR TO COMPLE77NG THE PERMIT. 7951 REDWOOD AVENUE 28. WHENEVER WORK TO BE PERFORMED IS WITH/N 6 FEET OF A TRAFFIC LANE, THE LANE SHALL BE CLOSED FONTANA, CA. 92336 (EXCEPT THE WORK OF INSTALLING, MAINTAINING, AND REMOVING TRAFFIC CONTROL DEVICES). 29. ANY REMOVAL OF EXISTING STATE FACILITIES SHALL BE RESTORED TO THEIR ORIGINAL COND177ON OR BETTER ARROW PRIOR TO COMPLETING THE PERMIT. CURVILINEAR SIDEWALK' NOTES ROUTE BENCH MARK: CURVILINEAR SIDEWALK SHALL BE CONSTRUCTED /N CONFORMANCE MIN CL ITY 500' PL SETBACK f35' DESCRIPTION OF REVISION DATE APPROVED I UNAUTHORIZED CHANGES & USES CITY OF RANCHO CUCAMONGA SID. DWG No. 114. THE GENERAL LINE BENCH MARK NO. 109 AND GRADE SHALL U AS SHOWN ON THESE PLANS. APPROVAL OF THE CITY O F RANCHO CUCAMONGA CAUTION.- THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FINAL LAYOUT OF CURVILINEAR SIDEWALK SHALL BE MADE /N THE FIELD 3 ' FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS ALL CHISIn ' " ON RIM OF PACIFIC BELL AND ADJUSTED AS NECESSARY TO FIT EXIS77NG FIELD COND177ONS AS MANHOLE - SOUTHFJ'►ST � ARROW APPROVED BY THE PUBLIC WORKS INSPECTOR AND PROJECT PLANNER REMOVE EXIST. DRIVEWAY/ CHANGES TO THE PLANS MUST BE /N WRI TING AND MUST BE APPROVED BY THE AND HAVEN AVENUE. PRIOR TO FINAL CONSTRUC77ON. THE PUBLIC WORKS INSPECTOR SHALL RESTORE CURB & GUTTER VARUS OFFSITE IMPROVEMENT P LAN PREPARER OF THESE PLANS BE NOTIFIED A MINIMUM OF 48 HOURS PRIOR TO ANTICIPATED FIELD I TO MATCH EXISTING 4' I PROPOSED BLDG. �+ ELEVATION 1158.269 /NSPECT70N. IN THE EIENT MAJOR CHANGES ARE PROPOSED TO INE �` DRV 2004-00145 FOR CONCEPTUAL SIDEWALK LAYOUT PLAN, TWO SETS OF RED-LINED PLANS NOTICE TO CONTRACTOR SHOWING INE PROPOSED CHANGES SHALL BE SUBMITTED BY INE � i PUBLIC STORAGE CONTRACTOR AT THE SAME TIME THE 48 HOUR NOTICE IS GIVEN TO �. EXISTING GRAD£ SS/0 ARROW ROUTE, E/O UTICA AVE., PARCEL 2, PM No. 14457 CONSTRUCTION CONTRACTOR AGREES THA T /N ACCORDANCE WI TH GENERA LL Y ACCEPTED CONSTRUCTION THE Cl TY /i��i; i` % '1/q - --_ .�� l- RANCHO CUCAMONGA, CALIFORNIA l PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR � FF=1156.28 pF ESS z ��y,. ,�y�, �.��,��` y�� y Q� T oti APPROVED BY DATE JOB SITE COND1I10NS DURING THE COURSE OF CONSIRUC110N OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS EXISTING SURVEY MONUMENTATION '��! !�'�� M. S q AND PROPERTY THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CON TINOUSLYAND NOT BE LIMITED TO �'' '�'%! � "��'o�F CITY ENGINEER R.C.E. No. 24953 PROPOSED MEANDER/NG NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD SIDEWALK PER PLAN Tye � i�i;��i� / DESIGN PREPARED 8 REC N D I here�by certify that I have identified all survey monuments of record(s) that could be disturbed by this project. All said monuments which curently exist in the field are shown on these plans and are described as follows. � !��'� - Z SAXON ENGINEERING SERVICES DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE ,fi � N 4180 m JR CIVIL ENGINEERING CONSULTANTS PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN Bench Mark No. 109 Qc P. 6/30/05 -0 DRAWN 1030 CALLE SOMERA, SUITE A-2 SHEET PROFESSIONAL. TYPICAL STREET SECTION Cow CHANNEL DRAIN SAN CLEMENTE, CA. 92673 i PER GRADING PLANS �'J, �P MC PH. (949) 366-2180 OF Dated- i Zvi 0s sig,: 57ARROW ROUTE ��F F CAL1F0� CHECKED E KURT M XSAXONm R.C.E. No. 44180 DRAWING No. KURT M. SAXON R.C.E License No.44180 /0 E10 VEYVUj KMS DATE FILE No. �� Q L k1250 CAMPBaL DEb£LOPMENA1250_05 RANCHO CUCAMONCA (FINAL ENGG)k5ES�L F-%7EJOS-2R.DAV 1-17-05 i