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Citywide Pavement Rehab - Margarita Rd from Solana Rd to Rancho California Rd
PROJECT 2 GENERAL NOTES: PROJECT 1 PROJECT 3 AVENIDA BARCA CONTRACTOR PERFORMING THE WORK SHOWN ON THESE PLANS 1HE RCR TO MORAGA ROAD 1. A NO-FEE CONSTRUCTION PERMIT IS REQUIRED FOR THE PRIME C ITEM TO MORAGA Na6 BASE BID 1 TMES AVENlDA BARCA ROAD Q SOLANA WA UNIT PERMIT CAN BE OBTAINED AT THE CITY OF TEMECULA PUBLIC WORKS DEPARTMENT, 41000 MAIN STREET, TEMECULA, CA. ESTIMATED ESTIMATED ESTIMATED CALIFORNIA. QUAN77TY varunrr QUAN71TY 2. 1HE CONTRACTOR SHALL GIVE THE CITY INSPECTOR OR PROJECT MANAGER AT LEAST 48 HOURS NOTICE PRIOR TO COMMENCING 1 MOBILIZATION / DEMOBILIZATION 1 1 1 LS WORK. ANY IMORK DONE WITHOUT PROPER INSPECTION WILL BE SUBJECT TO REJECTION. FOR INSPEC110N, CALL: 694-6411. ��.�j T� 2 CLEARING AND GRUBBING 1 1 1 LS J. ALL WORK SHALL BE DONE W ACCORDANCE WI1H THE PLANS, THE STANDARD SPECIFlCATIONS FOR PUBLIC WORKS CONSTRUCTION "THE 3 ENGINEERING / CONSTRUCTION SURVEYING 1 1 1 LS 6REENBOOK, CALTRANS STANDARD SPECIFlCATIONS AND PLANS, THE CITY OF TEMECULA STANDARD DRAWINGS, AND THE PROJECT SPECIFlCATIONS 4 TRAFFIC CONTROL 1 1 1 LS 4. THE CONTRACTOR SHALL N011FY THE ENGINEER OF ANY INCONSISTENCIES BETWEEN THESE PLANS AND FIELD CONDIAONS PRIOR TO � � 5 NATIONAL POLLUTION DISCHARGE ELIMINATION 1 1 1 LS CONS1RUCilON. SYSTEM (NPDES) COMPLIANCE 5. THE ENGINEER SHALL BE NOTIFlEO OF CHANGES OR ADDITIONS 1HAT ARE TO BE MADE PRIOR TO INSTALLATION. NO DENAAON FROM 6 SAWCUT PAVEMENT 355 330 460 LF THESE PLANS IS PERMITTED WITHOUT APPROVAL OF THE ENGINEER. �a p�' 7 ROADWAY EXCAVATION 26,851 15,075 17,115 Cy 6. IMPORTANT NOTICE.• SECTION 4216/4217 OF 1HE GOVERNMENT CODE REQUIRES THAT A DIG ALERT IDENAFlCATION NUMBER BE ISSUED a�.d 8 CRUSHED AGGREGATE BASE 43,040 22,386 25,673 TON BEFORE A "PERMIT TO EXCAVATE" WILL BE VALID. FOR YOUR DIG ALERT 1.0. NUMBER, CALL UNDERGROUND SERVICE ALERT AT � 1989 � 9 RUBBERIZED HOT MIX ASPHALT 5,379 Z808 3,420 TON 1-800-422-4133 THREE-WORKING DAYS BEFORE YOU DIG. ��O�rg��w pip 10 HOT MIX ASPHALT 9,778 5,087 6,218 TON 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND PROTECAON OF ALL UT1U11ES FOR LOCA110N OF UNDERGROUND `"--�-��- UllU11ES, OR FOR EMERGENCY ASSISTANCE CALL: 11 REMOVE AND INSTALL TRAFFIC LOOPS 68 22 40 EA 951 928-8318 12 VIDEO DETECTION FOR SIGNALS 4 2 3 EA SOUTHERN CALIFORNIA EDISON T' NPR /L/TA ENT REH�I B A VIM Y IH/DE P IT 7 EA SOUTHERN CALIFORNIA GAS COMPANY (909) 335-7582 (DISTRIBUTION) (951) 845-0705 (TRANSMISSION) 13 INSTALL INLET FILTERS 5 10 EASTERN MUNICIPAL WATER DISTRICT (951) 928-3777 M80 /MPRO V�MENT OF RANCHO CALIFORNIA WATER DISTRICT (951) 296-6900 14 REMOVE AND RECONSTRUCT NEW AC DIKE 1,250 0 0 LF VERIZON (951) 923-9436 11ME WARNER CABLE (951) 766-4270 15 GEOFABRIC 513,502 271,342 311,188 S UNDERGROUND SERVICE ALERT (800) 422-4133 16 ADJUST EXISTING MANHOLES TO GRADE 10 16 13 EA 8. THE EXISTENCE AND LOCATION OF ALL UNDERGROUND FACILITIES AS SHOWN ON THESE PLANS WAS OBTAINED BY A SEARCH OF THE 17 ADJUST EXISTING VALVES TO GRADE 18 17 10 EA O AVAILABLE RECORDS, TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING FACILITIES, EXCEPT AS SHOWN. THE CONTRACTOR IS 18 SIGNING, STRIPING AND PAVEMENT MARKERS 1 1 1 LS � REQUIRED TO TAKE DUE PRECAU110NARY MEASURES TO PROTECT ALL SUBSTRUCTURES WHETHER OR NOT SHOWN ON THESE PLANS. THE CONTRACTOR SHALL MAKE EXPLORATORY EXCAVA110NS AND LOCATE EXISl1NG UNDERGROUND FACIUlIES SUFFICIENTLY AHEAD OF CONSTRUC110N TO PERMIT REVISIONS TO THESE PLANS WHEN NECESSARY. THE EXPENSE OF REPAIR OR REPLACEMENT OF SAID R N H A RN IA RD BORNE BY THE CONTRALTO BSTRUCTURES SHALL BE W Y T S� LANA N 9. ALL UNDERGROUND UTILITIES TO BE CONSTRUCTED VNTHIN THE STREET RIGHT-OF WAY SHALL BE INSTALLED, CONNECTED, AND TESTED PRIOR TO CONSTRUCTION OF ANY CONCRETE CURBS, CROSS GUTTERS, OR ASPHALT CONCRETE PAVEMENT. 10. ALL TRENCHES SHALL BE COMPLETED IN ACCORDANCE N1TH CITY OF lEMECULA STANDARD DRAWINGS NUMBERS 407 AND 407A. � � INDEX7 A PIN E UL TEM T 11. THE STREET STRUCTURAL SECTIONS) WAS DESIGNED W ACCORDANCE WITH THE PROJECT SOILS REPORT. PRIOR TO PREPARING THE SUBGRADE TO RECEIVE BASE MATERIALS, 1HE CONTRACTOR SHALL PROVIDE 1HE ENGINEER THE OPPORTUNITY TO EVALUA TE THE �o SHEET TITLE LEGEND SUBGRADE MATERIAL AND REVISE THE STRUCTURAL SEC110NS IF NECESSARY. Z � �• • Tl TLE SHEET ITEM SYMBOL � 12. ALL PROPERTY CORNERS SHALL BE UNDISTURBED BY THE CONSTRUCTION OF THE IMPROVEMENTS OR THEY SHALL BE RESET AT THE � ,Q G \ � 2. - - • TYPICAL SEC TONS (; CONTRACTOR'S EXPENSE. � O J� - � 3. - . IMPROVEMENT PLAN MARGARITA ROAD EX. WATER LINE : _ � C S E E I� 6 STA 10,3+92 STA 125+00 EX. SEWER LINE � 13. ALL SLOPES SHALL BE ROUNDED INTO EXISTING TERRAIN TO PRODUCE A CONTOURED TRANSI170N FROM CUT OR FILL TO THE NATURAL � � C 40 - - - • IMPROVEMENT PLAN MARGARITA ROAD EX. GAS LINE � � � � � � G a GROUND ABUTTING THE SLOPE. �l �-� �� STA 125+00 TO STA 147+00 EX. ELECTRICAL E � / 5, � � � � IMPROVEMENT PLAN MARGARITA ROAD EX ��� � � � � � � � � � � � � � � � � � r � � 14. THE FACES OF CUT AND/OR FILL SLOPES SHALL BE PREPARED AND MAINTAINED TO PREVENT EROSION. �0 ��� �� � STA 147+00 TO STA 169+00 EX. CABLE N • � � � � � -CA TV C � 15. ALL SLOPES STEEPER THAN 4:1 HORIZONTAL TO VERACAL SHALL BE HYDRO-SEEDED WITH AN EROSION CONTROL MIX1URE SUBJECT TO v��Z �` g. � � � • IMPROVEMENT PLAN MARGARITA ROAD EX. RECLAIMED WATER• �w � EX. FIRE HYDRANT `L THE APPROVAL OF THE ENGINEER (UNLESS SUPERSEDED BY AN APPROVED EROSION CONTROL, LANDSCAPING, OR MI AGA 110N PLAN). � y S�'EE � Gj Nip p, �,,�--__��` STA 169+00 TO STA 191+00 EX. SIGN • }-r �Q- cv PRIOR TO INSTALLATION, ALL CUT SLOPES SHALL BE SCARIFIED OR RIPPED HORIZONTALLY TO A DEPTH OF THREE TO SIX INCHES p,VE MA /''� •� � 7, � � � IMPROVEMENT PLAN MARGARITA ROAD -_ � %� � �,P SO p� A y � STA 191+00 TO STA 146+00 dt EX. RIGHT OF WAY • -- - - --- 0 16. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE �y� PGO� �/�� R��A �N� �n STA 146+00 TO STA 135+00 EX. ELECTRIC MANHOLE • � � � � COURSE OF CONSTRUCTION OF IRIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY oG s� �p 5 ,,� B g, • IMPROVEMENT PLAN MARGARITA ROAD CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE CITY, �A>,1- P�,���,� %�/ -��` � EX. SEWER MANHOLE• � Q � ITS OFFICERS, OFFlCIALS, EMPLOYEES, AGENTS, VOLUNTEERS AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY., REAL OR `�C` 0 � ` � �y � STA 135+00 TO STA 128+87 Z o ALLEGED, IN CONNECTION NTH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE �\ pASE,.� ��P 11� g. - � STRIPING PLAN ATLE SHEET EX. EX STORM DRAIN MANHOLE 4 LL .� 0 � EX. TELEPHONE MANHOLE � � NEGLIGENCE OF THE CITY OR THE ENGINEER. BR/L�qN�.. �� ����P��J�t• � �l 10. . STRIPING PLAN MARGARITA ROAD � 17. A SET OF "AS BUILT" DRAWINGS MUST BE SUBMITTED 8Y THE CONTRACTOR TO THE ENGINEER PRIOR TO ACCEPTANCE OF THE ,��F�y�� �=1"'�--�-�/ 0 STA 103+92 TO STA 125+00 c� IMPROVEMENTS q� p rr"' EX. WATER VALVE ��, � STRIPING PLAN MARGARITA ROAD wv p� Z STA 125+00 TO STA 147+00 EX. GAS VALVE %V z � 18. CONTRACTOR SHALL BE RESPONSIBLE FOR PREPARING EROSION CONTROL PLANS MORAGA p= �Z 12, � � - STRIPING PLAN MARGARITA ROAD EX. STORM GRAIN INLET � � � � so ROAD n , ,��o STA 147+00 TO STA 168-F00 6 19. CONTRACTOR SHALL PREPARE lRAFFlC CONTROL PLAN AND SHALL OBTAIN CITY APPROVAL FOR PLANS PRIOR TO IMPLEMENTATION. KEYMAP � � � � C� EX. TRAFFIC SIGNAL PULL BOX � � PB � r 13. - - - • STRIPING PLAN MARGARITA ROAD rs Q 20. CONTRACTOR'S WORK SHALL BE DONE BETWEEN THE HOURS OF 7:30 AM TO 4:30 PM MONDAY THROUGH �r � � 0 � � J_ � ? STA 169+00 TO STA 191+00 REMOVE & REPLACE a FRIDAY, EXCLUDING HOLIDAYS. DEVIATION FROM THESE HOURS WILL NOT BE PERMITTED WITHOUT THE PRIOR � � � r� 14, � � � • STRIPING PLAN MARGARITA ROAD CONSENT OF THE ENGINEER EXCEPT IN EMERGENCIES INVOLVING IMMEDIATE HAZARD TO PERSONS OR O �j � lI(�' STA 191+00 TO STA 146+00 & STREET STRUCTURAL SEC110N PROPERTY. ? 0 � STA 146+00 TO STA 135+00 0 21. CONTRACTOR SHALL PROVIDE VIDEO DETECTION AT ALL AFFECTED INTERSECTIONS DURING CONSTRUCTION. THE �' 15. - � STRIPING PLAN MARGARITA ROAD Q � VIDEO DETECTION EQUIPMENT SHALL BE HARDWIRED, CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING STA 135+00 TO STA 127+67 DETECTING ZONES AND MAKING NECESSARY ADJUSTMENTS TO THE ZONES. fig, - TRAFFIC CONTROL PLAN MARGARITA ROAD TITLE SHEET 1 o L I PROJECT SITE o � � / 17. - TRAFFIC CONTROL PLAN MARGARITA ROAD L IS T OF ABBREV/A T/NHS � ( PHASE 1 & 2 W'LY APPROACH �, �o Riverside s �'' , 1 ' ro Hemet ,[ -- 18. TRAFFIC CONTROL PLAN MARGARITA ROAD L-L AB=AGGREGATE BASE EVC=END VERTICAL CURVE PP=POWER POLE TYP=TYPICAL r'oCorona� PHASE 1 STA 103+92 TO STA 125+00 � ASPHALT CONCRETE EXIST-EXISTING PRC-POINT OF REVERSE CURVATURE VC-VERTICAL CURVE / PROJECT 1 LIMI T OF WORK 19. TRAFFIC CONTROL PLAN MARGARITA ROAD I AP=ANGLE POINT FOR-FULL DEPTH RECLAMATION PVI=POINT VERTICAL INFLECTION W'LY=WESTERLY � �� PHASE 1 STA 125+00 TO STA 147+00 _� APPROX=APPROXIMATELY FH=FIRE HYDRANT RHMA=RUBBERIZED HOT MIX ASPHALT WM=WATER METER RANCHO CALIFORNIA ROAD TO 20. TRAFFIC CONTROL PLAN MARGARITA ROAD AVE.=AVENUE FL=FLOW LINE RT=RIGHT W MH=WATER MANHOLE A VENIDA BARCAPHASE 1 STA 147+00 TO STA 169+00 � BCR=BEGIN CURB RETURN FS=FINISHED SURFACE R/W=RIGHT-OF-WAY WV=WATER VALVE Temecula 21, . TRAFFlC CONTROL PLAN MARGARITA ROAD � B.M.=BENCHMARK GB=GRADE BREAK RW1/=RECLAIMED WATER VALVE O BVC=BEGIN VERTICAL CURVE GV=GATE VALVE RAC-RUBBERIZED ASPHALT CONCRETE ov OR PROJECT 2 LIMIT OF WORK PHASE 1 STA 169+00 TO STA 191-f00 � CAB=CRUSHED AGGREGATE BASE HCR=HANDICAPPED RAMP ,� 22. � 1RAFFlC CONTROL PLAN MARGARITA ROAD sco=SEWER CLEAN OUT � r p'' AVENIDA BARCA TO MORA GA ROAD PHASE 1 STA 191+00 TO STA 146+00 & cs C1=CURB INLET LT=LEFT SDRSD=SAN DIEGO REGIONAL STA 146+00 TO STA 135+00 -N HMA=HOT MIX ASPHALT STANDARD DRAWINGS - CL=CENTER LINE � CLF=CHAIN-LINK FENCE MB=MAILBOX S'LY=SOUTHERLY 23. ��CE C�STA�135+�00 TO STA/127+67TA D cn CTB=CEMENT TREATED BASE MAX=MAXIMUM SMH=SEWER MANHOLE P PROJECT 3 LIMI T OF WORK �- owc=DRAWING MIN=MINIMUM ST.=STREET MORAGA ROAD TO SOLANA WA Y 24, - - - - - - - TRAFFIC CONTROL PLAN MARGARITA ROAD � DWY=DRNEWAY N'LY=NORTHERLY STA-STATION � °� PHASE 2 STA 103+92 TO STA 125+00 � ECR=END CURB RETURN NO.=NUMBER STD.=STANDARD TA'9 25. � � TRAFFIC CONTROL PLAN MARGARITA ROAD d EL=ELEVATION NTS=NOT TO SCALE TC=TOP OF CURB PHASE 2 STA 125+00 TO STA 147+00 - -s E'LY=EASTERLY PB=PULL BOX T1=TRAFFIC INDEX " � 26. � TRAFFIC CONTROL PLAN MARGARITA ROAD � ES=EXISTING,�SURFACE PLC=PORTLANO CEMENT CONCRETE N=TELEVISION �� � PHASE 2 STA 147+00 TO STA 163+00 �ASBUILTr� � UNDERGROUND SERVICE ALERT SAS/�OFBEAR/NGS � 27. TRAFFlC CONTROL PLAN MARGARITA ROAD � QPHASE 2 STA 169+00 TO STA 191+00 � COORDINATES ARE QASED ON NGS � � 28. � � � TRAFFlC CONTROL PLAN MARGARITA ROAD � CONTINUOUSLY OPERATING' REFERENCE STATIONS to say Diego � PHASE 2 STA 191+00 TO STA 146+00 & DATE > GALL TOLL FREE (COBS) UTILIZING NAD8,3, 2002. EPOCH DATE STA 146+00 TO STA 135+00 a 1-800-422-4 1JJ � PUBLISHED ON NHS DATA SHEEIs ON THE �j TRAFFfC RCE EXP. i FOLLOWING PO/M5; BILL, P428, P474 GRID VICINITY MAP 29' PHASE 2 S��135+00 MARGARITA0 STA 127+6A� REVIEWED BY Ln COORDINATES WERE COM/ERTED TO GROUND �r � � � COORDINATES HOLDING THE LOCATION AND 30. TRAFFlC CONTROL PLAN MARGARITA ROAD o COMBINED FACTOR OF SET' POINT TO NEAR THE PHASE 1 do 2 E'LY APPROACH INSPECTOR DATE 0 1W0 WORKING DAYS BEFORE YOU DIG CENTER OF THE PROJECT. � RABBIS do ASSOCIATES Designed Drawn Checked / ry O� ThjrfzrCZ1LA Growing No. CONSTRUCTION RECORD DATE BY REYlS/ONS ACC'0 DATE BENCH MARK SEAL: Aso e Street, s��ie iaoo 9 � � � V ssi RECOMMENDED BY DATE�����jy/ DEPARTMENT Of PUBLIC WORKS Q- San Diego, CA 92101 SB EO DL aR'�9�1��- (� (619) 236-1778 • (619) 236-1179 PR/NC � G/NEE Y7ziy-� PLANS FOR THE IMPROVEMENT OF: / J � Ions repared Under Supervision Of <L Contractor J ACCEPTED BY v DATE._ � U Inspector NO BENCHIVA RK � � . / V cRc eun R �=-``����" TITLE SHEET . .. .4 No. RCE 38398 �Ofe v r � V`� � W USED * . 03-31-13 * DANIEL EE DIRECTOR OF PUBLIC WORKS/ CITY ENGINEER MARGARffA ROAD L'J Dare Competed Q� - (SOLANA WAY TO RANCHO CALIFORNIA ROAD �- �� cAV� R.C.E. No. .38396 Expires: R.C.E. No. Expires: � 03-31-13 47109 12-,31-l 1 �., i9a9 � : , , p��T NO. Sheet 7 of �� s LEGEND Ryw (67) (67' & 81) Ryw �ON�STRUC T/ON N0 1'ES; m SmWL O REPLACE OR PROTECT IN PLACE EXIST SURVEY � (12) (559) (71) (12") j MONUMENT SURVEY WELLEMONUMENT R LAND SURVEYORS TO GRADE PER CITY � FS=ES FS,=ES � STD PLAN N0. 701. RUBBERIZED HOT MIX 4 TRAFFIC CONTROL (SEE TRAFFIC CONTROL PLANS). ASPHALT (RHMA) EXISTING SURFACE EXISTING SURFACE OSA WCU T PAVEMENT. HOT MIX ASPHALT (HMA) OROADWAY EXCAVATION: REMOVE AND DISPOSE OF CRUSHED AGGREGATE BASE loot EZZI J EXISTING AC/AB AND SUBGRADE TO CONSTRUCT PAVEMENT STRUCTURAL SECTION AS SHOWN ON (CAB) L J TYPICAL SECTION ON SHEET 2. n08 CONSTRUCT CRUSHED AGGREGATE BASE PER TYPICAL SECTIONS ON SHEET 2. 9 CONSTRUCT RUBBERIZED HOT MIX ASPHALT PER 0.03' OR �" O TYPICAL SECTIONS ON SHEET 2. CONSTRUCT HOT MIX ASPHALT PER TYPICAL SECTIONS 10 ON SHEET 2. NO.12* REMOVE AND INSTALL TRAFFIC LOOPS. (SEE ALSO 15 10 9 g 7 REMOVE 1.5' OF 0.15' OF RHMA OVER GEOGRID FABRIC O STRIPING PLANS FOR INSTALLATION). EXISTING SECTION. 0.25 OF HMA OVER AT MIDDLE OF BASE � 12 VIDEO DETECTION FOR SIGNALS. (SEE ALSO TRAFFIC 1.10' OF CAB W/GEOGRID FABRIC � O CONTROL PLANS). 13 INSTALL CLEARWATER SOLUTIONS INC. CLEARWATER BMP UNIT OR APPROVED EQUAL. O MARGARITA ROAD �4 REMOVE AND REPLACE EXISTING YELLOW PAINTED 8" � TYPICAL SECTION AC DIKE FROM AVENIDA BARCA TO SCHOOL � DRIVEWAY, STATION 175+17.84 TO 187+52.38. TI= 10, R VA L UE =2 0 5 CONSTRUCT GEOFABRIC PER TYPICAL SECTIONS ON 0 O SHEET 2 AND SPECIAL PROVISIONS. � FROM STA, 103+92 TO 139+ 77 " 16 ADJUST EXISTING MANHOLE TO GRADE. � FROM STA. 145+42 TO 146+03 FROM STA. 154+54 TO 155+35 17 ADJUST EXISTING VALVE COVER TO GRADE. � FROM STA. 164+ 17 TO 198+ 18,611 - 149+ 73* 85 1$ CONSTRUCT SIGNING, STRIPING, AND PAVEMENT MARKERS. (SEE STRIPING PLANS). FROM STA. 149+ 73. 85 TO 136+22 Q FROM STA. 129+04 TO 128+87 19 PROTECT IN PLACE. � N TS rt R LY � S y CL co Z Ln C (12") (55") (55# dt 89) (12") FS=ES VARIES FS=ES o EXISTING SURFACE 5.5" MIN* (3)-(14) EXISTING SURFACE5.5 MIN. `� i � "r�_i_. ►(TYP) PA VING NO TES; cc 1. MINIMUM GRADE FOR CONCRETE SURFACE DRAINAGE FACILITY SHALL BE HALF LL� � � � PERCENT (0.5%). 2. ALL PAVEMENT STRUCTURAL SEC710NS SHOWN ON PLANS ARE TENTATIVE. I- ADDITIONAL SOIL TESTS SHALL BE TAKEN AFTER ROUGH GRADING TO DETERMINE z Ui THE EXACT PAVEMENT STRUCTURAL SECTION REQUIREMENTS. USE STANDARD NO. LL 401 IF EXPANSIVE SOILS ARE ENCOUNTERED. 00*03* OR 46, 3. FINAL PAVEMENT STRUCTURAL SECTION DESIGN SHALL BE SUBMITTED AND ACCEPTED BY THE CITY ENGINEER. THE DESIGN SHALL ADHERE TO THE L-L METHODOLOGY SET FORTH IN CHAPTER 600 OF CALTRANS HIGHWAY DESIGN MANUAL Q � AND UTILIZE THE "R" VALUE METHOD. THE "R" VALUE TESTS SHALL BE CONDUCTED oft i ��0.12' IN ACCORDANCE WITH CALIFORNIA TEST N0. 301 AND SHALL BE PERFORMED BY A 15 10 9 g � REMOVE 1.5' OF REGISTERED CIVIL ENGINEER. THE NUMBER OF LOCATIONS OF THESE TESTS SHALL CT") � EXISTING SECTION. 0.15' OF RHMA OVER 0.15' OF RHMA OVER � BE SUBJECT TO APPROVAL OF THE CITY ENGINEER. i 0.25' OF HMA OVER 0.25' OF HMA OVER 4. THE CONTRACTOR SHALL APPLY TO THE C.I.P. DIVISION FOR AN ENCROACHMENT ``_ GEOGRID FABRIC 1.10' OF CAB W/GEOGRID 1.10' OF CAB W/GEOGRID PERMIT FOR ALL WORK WITHIN PROPOSED OR DEDICATED CITY RIGHT-OF-WAY. Q 0 AT MIDDLE OF BASE FABRIC FABRIC fiEMOVE 1.5' OF 7 $ g 10 15 5. ALL OTHER PAVED ACCESSES NOT REQUIRING AN ENCROACHMENT PERMIT REQUIRES 1 � EXISTING SECTION. A C.I.P. INSPECTION UNDER A VALID PERMIT. v CD 6. ALL UNDERGROUND FACILITIES, INCLUDING LATERALS, SHALL BE IN PLACE PRIOR TO C: � GEOGRID FABRIC PAVING THE STREET SECTIONS INCLUDING, BUT NOT LIMITED TO THE FOLLOWING: LL MARGARI TA ROAD AT MIDDLE OF BASE SEWER, WATER, ELECTRIC, AND DRAINAGE FACILITIES. TYPICAL SECTION 7. AN APPROVED SOIL STERILIZER SHALL BE USED ON ALL BASE GRADE SURFACES � � TI= 102 R VALUE =2O �o PRIOR TO PLACEMENT OF ASPHALTIC CONCRETE PAVING. �- 8. COMPACTION TEST OBSERVATION OF SUB-GRADE MATERIAL AND BASE GRADE zi Ce MATERIAL SHALL BE COORDINATED BY THE CONTRACTOR WITH THE SOILS ENGINEER FROM STA. 139+ 77 TO 145+42 2* MIN. COLD PLANE AND OVERLAY REMOVE EX. AC PAVEMENT NEW AC AND THE C.I.P. INSPECTOR; ALL GRADE INSPECTIONS WILL BE IN CONJUNCTION W17H NG. FROM STA. 146+03 TO 154+54 0.10 MIN. THICKNESS TO MATCH EXIST. AND PAVEMEN�SEC ON 9. THREE (3)OR DED BY COMPACTION INSPECTIONS ARE REQUIREDBY THE C.I.P. INSPECTOR, THE FIRST FROM STA. 155+35 TO 164+ 17 EXIST. AC PAVEMENT (1ST) AT SUB-GRADE COMPLETION, SECOND (2ND) AT THE BASE GRADE CK COMPLETION, AND THIRD (3RD) DURING PLACEMENT OF ASPHALT PAVING. d FROM S TA. 136+22 TO 129+04 10. COMPACTION REPORT BY A SOILS ENGINEER SHALL CERTIFY NINETY PERCENT (90%) -N N TS COMPACTION OF SUB-GRADE PRIOR TO REQUEST FOR SECOND (2ND) INSPECTION � AND PLACEMENT OF BASE MATERIAL. d 11. THE DESIGN SHALL ADHERE TO THE METHODOLOGY SET FORTH IN CHAPTER 600 OF L WAY DESETHOD. THE ' C5 SECTION A -A VALUEANS S S T 'SHALL BE /CONDUCTED IN ACCORDANCEMANUAL AND UTILIZEEWITH THE CALIFORNIA"R"" VALUE TEST'R„ iNO. 301 TESTS SHALL BE SUBJECT TO APPROVAL THE CITY SAWCUT AND AC OVERLAY DETAIL 12. COMPACTION REPORT BY A SOILS ENGINEER SHALLERTIFY NINETY-FIVE PERCENT S NT5 (957o) COMPACTION OF BASE MATERIAL PRIOR TO REQUEST FOR THIRD (3RD) TYPICAL FOR ALL LOCATIONS WHERE PAVEMENT REHABILITATION INSPECTION AND PLACEMENT OF ASPHALTIC PAVING. � MEETS EXISTING AC PAVING 13. PAVING IN DISABLED PARKING AREAS OR PATHS OF TRAVEL REQUIRES AN PWYOW05B i INSPECTION PRIOR TO AND AFTER PLACEMENT OF PAVING. � UNDERGROUND SERVICE ALERT BAS/S OFBEAR/NGS CONTRACTOR TO PRONDE CONSTRUCTION PHASING TO ACCOMODATE 14. PRIME COAT IS REQUIRED PRIOR TO PAVING ALL GRADES IN EXCESS OF TEN �a�BU�LT � COORDINATES ARE BASED ON NGS LOCAL TRAFFlC. PERCENT (10%). � CONTINUOUSLY OPERAT/NG REFERENCE STATIONS 15. BASE MATERIAL SHALL CONFORM TO ALL PROVISIONS OF THE CURRENT CITY CD STANDARDS. MIX DESIGN SHALL BE ACCEPTED BY THE CITY ENGINEER PRIOR TO � � CALL TOLL fREE (CORS) UT1UZ/N� NA08,3, 2002. EPOCH DATE PLACEMENT OF ASPHALT. DATE 0- 1-800-422-4 1JJ As PUBLISHED ON NGS DATA SHEETS ON THE A. MINIMUM OVERALL ASPHAL�C CONCRETE (A.C.) THICKNESS IS FOUR INCHES (4"), RICE EXP. FOLLOW/NG PO/NTS; B/LL, P428, P474 GR/D CD COORDINATES WERE CONVERTED TO GROUND B. MINIMUM A.C. LIFT IS TWO INCHES (2"); MAXIMUM A.C. IS FOUR INCHES (4"). REVIEWED BY COORD/HATES HOLDING THE LOCATION AND C. TOP FINISH ASPHALT SURFACE COURSES SHALL BE C2-PG-70-10. o COMBINED FACTOR OF SET POINT TO NEAR THE D. BASE COURSE MATERIAL SHALL BE B-PG-70-10. TWO WORK/NC DAYS BEFORE YOU DIG It 4 CENTER OF THE PROJECT. DATE cv CONSTRUCTION RECORD DATE BY REYIS/ONS ACC'D DATE BENCH MARK SEAL: , '� HARRIS do ASSOCIATES Designed By Drown By Checked By �- Orawin No. � $$/ `' 750 8 Street, Suite 1800 �- CITY DF rA /I�'ECUL�I 9 ,� say Diego, CA 92101 SB EO DL RECOMMENDED Y. �' � DATE.��,t�yrr�/ <L Contractor T1 (619) 236-1778 • (619) 236-1179 R Arr.._ DEPA"EIVT Of PUBLIC WORKS Prep o Under Supervision Of PRl iPAL G/NEF / �_s,�g• PLANS FOR THE IMPROVEMENT OF: U Inspector NO BENCHMA RK � � � � , r r ACCEPTED BY DATE.•� TYPICAL SECTIONS AND DETAILS � *, No. RCE 38398 * � date GR G BU ER f \ W USED . 03-31-13 s DANIEL LEE DIRECTOR OF PUBLIC WORKS/ CITY ENGINEER MARGARffA ROAD � Date Completed �q CJVI� (0)F cA��° � (SOLANA WAY TO RANCHO CALIFORNIA ROADR.C.E. No. .�8396 Expires: 03-.31-13 R.C.E. 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EPOCH DA 7E 40 0 20 40 80 120 DA TE .... . 1.800-422-41jj AS PUBLISHED ON NGS DA TA SHEETS ON THE E I I I I I --- -- - I RCE EXP. FOLLOWING POINT5.- BILL., P428 I ,t P4 74 GRID TYPICAL SECTIONS SHE T. � I I COORDINATES WERE CONVER7ED TO GROUND RE WE ED 8 Y.- COORDIM TES HOLDING THE L OCA 77ON AND ( IN FEET ) COMBINED FACTOR OF SET POINT TO NEAR THE 1 inch = 40 f t. TWO WORKING DA YS BEFORE YOU DIG C07ER OF THE PROJECT. INSPECTOR DA TE � --- I------ - ..-...--.... ------------..- ....... .. - �� .--I ale-;��, ..-,-.----. ...--- -----. ,� .. CONSTRUCTION RECORD DA 7E BY REWSIONS AMD DA7E BENCH MARK SEAL: HARRIS & ASSOCIATES Designed By Drawn B - 1-�--,-� .y Checked By emenf:: 0 Dra win No. 0 --I 9 . - .13 750 0 Street, Suite 1800 a — /� C/Ty 4 oox W rzjr vz�CF4(IL4 --------- J004 y/y San Diego, CA 92101 -- IF 'W', ,.*j EL I .� '' ""A (619) 236-1778 0 (619) 236-1179 SB I 0 DL RECO NDED B . - 0A TE �".Or-/��%4,00- &PARMENT OF PUBLIC WORKS ' ' MUE - *�g .�� e� . Contractor 1,11 AUAW000, r- Ce U) rN & 0 PRINCIPAL ENG --ER .,--- i$ I -�� % � 8 Prr,4red Under SupervIsion Of //j I . I.. �,1� Pi-ANS FOR THE IMPROVEMENT OF: 0 - %OI lie/ e I".-,'�(/ --- ACCEPTED BY. W) DA TE.- I —, Inspector / . ... I. .....---.-,-... ., NO BENCHUA RK �! No. RICE 38396 11 ib -.00 I MOO t . .",r,�, I 1. 1� A- , .01 ' BdL ER j j * * - mmwex- ----- Vete 4 "o (q.--...-..- GX6 :t USED . 03--31-1 DANIEL L EE DIRECTOR OF PUBLIC WORKS/ CITY ENGINEER . MARGARITA ROAD :z :z , 16 1 1 1 1 T� T- I I 1 Y17 0 ( ) �� I y IT ; -�:b y T-z-%s y Y� , (D t � "Ill fw: I I I 1-4 I Ir 11" 7 I I I 'n I` -ZE � � S, "I I �`ii'�',"-" t1A � — I 4 � , , , , .11L` � , 0 , I , 11 " � '. , - I I I -l"", , , � �' 11" V.- I- , I I N�, .,� i T� ,�,,�,�,� i I I I �,'L,"1'11 I 4 Y!, 1�Ti `'A 1. I '11,11 hL I 11 Date Completed C1v1% . - 'r,w 11 �,&-I I . . 0.- J8J96 0j—j 1—13 47109 12—Jl—1 1 V0 . STAAw 103+92 TO STA: 125+00 ." . 198 R.C,E. 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CD TWO WORKING DAYS BEFORE YOU DIG --------.-...-- - -.-. . 01i ---- .. ........ - --------- --- -- INSPECTOR DA 1E IAI -...-.-.-. - . - ?: CONS7RUC770N RECORD DA TE BY REWSIONS A C COD DA TE BENCH MARK SEAL: HARRIS & ASSOCIATES . -lop . Designed By Drawn 8 .:�� n- - - ....- - - SS11 . 750 B Street, Suite 1800 . .y Checked By ;:L—,'',;::;;:!!!:;;,........I==:�� pol� W Dra win No. ,---' .I- i !Mum , =9;�;mm .01 � RE MVENDEO BY.- � en--,O� DA TE.- . San Diego, CA 921 01 .CO, CITY 4 01'r 7 A EJA=wCi(IL4 4 � - ____w <E Contructor EL � '. ffl- (619) 236-1778 * (619) L-.-.--- SB EO I DL q ;0.*" I Ce ,�j � 0 0 1 4i DEPAMENT OF PUBLIC NVRKS . - PRINCIPAL . ,:,- 7) N d Under Supervision Of 1--�J'Ijf "-� , U Inspector I - F f zo 4 - �-�,'1'/' PLANS FOR THE IMPROVEMENT OF: - I., ..� NO BENCHIVA RK ACCEPTED BY. z DA TE.- Co-O -- I/ 1.1---.�'. . �,-,........-- ill 9 % . ". "I ,- No. RCE 38,396 z � ------ -, "I., 6 WP((I,W tl ,Q 1. x USED * . 03-31-1 I---- -- ..----.-.... -. te GRE G HUILI-R \ Ll Date Completed i �1"Ivjj LEE DIRECTOR OF PUBLIC WORKS/ CITY ENGINEER MARGARITA ROAD �— C . CA" . GAS "mmmommommom� � NOTES I C I 0 , I �?) :4, � a 106 /_ PO I I r M-05-W n6 :3 OP T :t T. > Ei - :�t �:: n7 i3 ,"'" �,�,.0 I 311m," 11- , T� Y� T I T(5). " Y" �i",',", I�'G';,,�S,"l I 1:1,I i116 I,I I"��,1, I ,e - 14, I : . I I .. �1� 1 " .11 . OF C - F'ien'raq 12—JI-11 I STAN 125+00 TO STAmm 147+00 -F -----I - ---� --- ------ ---- -I Expires: \.11 _1989 -- R.C,E. No. 38J96 Expires: OJ-31-�1J ���� 47109 ; . ����� R.C.E. No. ....- —- -------- - �11 � . ----.- � t r. -- - eet of 3 0— .m mommemmomwamm�- . Alk All A 4 m 777 �4 -4. IF 77, wCZ 51 �7 A Asm III an M� NJ mplw six PON Lw IL 10 .1,19 1=0 a WE p1mok,1 2 Ru -0. 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INSPECTOR DA TE (-') TWO WORKING DA YS BEFORE YOU DIG - ------ ------- ----- - - ------ ..-....... ....-..... . -.--- -- ------- -------- --.... . - .. . . . . .. —I— --�j� 0��')�Udlljj . rk- 0-k. 000- - 3: CONSMUC77ON RECORD DA 7E BY REWSIONS ACC1D DA7E BENCH MARK SE4: ������ �, HARRIS & ASSOCIATES Designed Dra wn By Checked 1111111111111111111 Dru win No. I UY by .19!00................... !7� -000001 9 11�-% . ;--�-.02- 1 -�, C1 � .� 750 B Street, Suite 1800 92.9 -A� — w Cl;rY 4 0�F ;rj EhfA=wC4(IL44 . . . ) IENDED B - -0- w---,jn=='%.. 4-� - RE 1 =--01191- -. DATE. "---" � .T", San Diego, CA 92101 SO - I EO DL e� DEPARTMEN OF PUBLIC WORKS - �, <1: ,IEL I .��411 (619) 236-1778 * ( 1- - -... ER A 7 TA-o Contractor I 11;r -- It 0 0 1 I -� . .- ,`-�-, I Plan Prepared Under SupervIsion Of - .I X. PLANS FOR THE IMPROVEMENT OF: ; / I I 1-, \i,../ , I 11 D 0 ACCEPTED BY- DA TE.- d . 1� -�.. ,- — ,-,-:---...-, '..."',- I U Inspector NO BENCHIVA RK �V No. RCE 38396 1, 16 . 6 Va.tv ftw, tt 2 1 1 ! ..-�,,I f "., .11 hi Date GRI(G BUII(ER . ..�� 7;- USED *I 0 03-31-13 * DANIEL L EE DIRECTOR OF PUBUC WORKS/ CITY ENGINEER ""It"A" R . A 'O ' . � UT ' I I I ON57RE cri V NOTES, P I S LINJE T�; (: ) 0 RING w , (:D , fi """' "" I I I , ,,, ,- I 4 'I' " 11, " j " , 'I'll ? '4'7t 1�1,1- '� ""',"""",-,�',"� 11 , � S ` , 4 1�'� 11" , I , FGANE lfl� , I I I I I 1 07 1 ! ,) " L I I , J� I `�""� POT HOLE , I 11-1 "� 11 I , , I � 7�ullw� OPF 770t "I � �A 11 . I Li Date Completed civil 11-i.. . ... . I 1. I a 0 �— OF C W 3096 Expires: 0-31-13 R,C,E. No. 47109 Expires.- 12—Jl—1 1 1 \�11. '�,-1989 1 STAw 169+00 TO STAw 191 +00 ,---' R1,C.E. No. - -,".."� .I " Sheet 6 of 30 �L -------- . I L� . .... N I -.-.-...-------------- ---.-..-----.----------- -------- � ---.... I .-... -.... . . .. -.... .. . 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BLI S C1 N 1-800-422-4 1JJ 'AC HED ON G DA M SHEET5 ON THE TYPICAL SECTIONS SHEET. � = I RE WE WD B Y.- I FOLLOWING POINTS; BILL, P428, P474 GRID " LO COORDINATES WERE CONVERTED TO GROUND ( IN FEET ) C I D COORDIMLES HOLDING THE LOCA77ON AND I iinch = 40 ft. COMBINED FACTOR OF SET POINT TO NEAR 7HE INSPECTOR DA TE CD ----- .-M...... V--A CENTER OF THE PROJECT ----- ----- - ---- . .. ... ... - CD 7WO.WORKING DAYS BEFORE YOU DIG ----- ---- - .-.---- - --- ----- -- ---- -------- - ..... ----- ------ ,me---- I;;�� I . - .— . -one W Dra wing No. . cu .0 : HARRIS & ASSOCIATES Designed By Drawn By Checked By .. � CITY 4 004 r 7A EAfA FC11A" DA 7E BY REWSIONS ACC D DATE BENCH MARK SEAL: 1,1 .r I . -9t.000 - � -- - X ?�: CONSTRUC77ON RECORD --- - 750 B Street, Suite 1800 1 ... --- DA J �m-, v : - - El�%)S/ rE.��, P/.,-o . ----------- . RECOMMENDED . , / D 11 I DY n- . �4' '%; San Diego, CA 92101 SB EO DL I Pb C IrIt " I I V . - -.---..- . ", , a � -- - I--,' #44C S' A :-!� ,e a 0 --- 't .-- "-�. X,M"' 'eA , <F- Contractor 1% 8 ared Under Supervision Of ...- C PLANS FOR THE IMPROVEMENT OF: V / ..N.."\\11/ —j . ...) ACCEPTED BY.- AV DA 7E.- '10� , 0 -.11--r-1-1:,1 Yr,''.'....- D A 0 , 1 6 Va.(4 �, I ff I �,r .J�', . .. . U Inspector NO BENCHUARK 12 No. RCE 38396 -- I Date I t 6REr,,,4U7aLfR #"'/' . r MARGARITA ROAD I ill - --- USED * . 03-31-13 * DA NIEL L EE DIRECTOR OF PUBLIC WORKS/ CITY ENGINEER .. ---- X 1%3- �j A I r STAmm 191 +00 TO STA: 146+00 - . I .. Ld civil 1, r �— Date Completed a 0 i - 12-Jl-ll ,\ '' �, 1989 -- OFF' C J8J96 P 0j-j 1-ij R.C,E No. 47109 Expires. \1 t 7 of 30 R.C,E. No. Ires.—I, - I '-,'111 7*01 & STAno 146+00 TO STANo 135+00 Shee -- - .,- , - "`,' -- ---------- ... I -%--..-.-m------- ----- 00000180=0�1111�- ENNWNN0XM0� . - ----- -- ....- I .. ..--. ....- -------.-. -- MENNOMMMMUNNI� MENEEMEMENNOW"� A. .., , r,%Qf. 6@---- I I I (/) . ( A U '� ie! IN"1111 ' 1-01 I I I I 'O' T AS INE I ; \ I I_F I POT HOLE . i npFP4 Tj 7 1, 11 \ ; I nt \ 00000��� S� Z ,-W\ I -T- I ---..... .. ... ....- - �.. - . CAUTION: M. W.D. NOTES; SAN DIEGO PIPELINES. CONTRACTOR SHALL COORDINATE WITH 6 SA wcu T PA VEMEN T. 7 ROADWAY EXCAVATION: REMOVE AND DISPOSE OF AND OBTAIN ALL NECESSARY P EXISTING AC/AB AND SUBGRADE TO CONSTRUCT PAVEMENT STRUCTURAL SECTION AS SHOWN ON AND APPROVALS FOR ALL WORK IN THE TYPICAL SECTION ON SHEET 2. 8 CONSTRUCT CRUSHED AGGREGATE BASE PER TYPICAL VICINITY OF M. W.D. SECTIONS ON SHEET 2. 9 CONSTRUCT RUBBERIZED HOT MIX ASPHALT PER TYPICAL SEC TI DNS ON SHEET 2. 10 CONSTRUCT HOT MIX ASPHALT PER TYPICAL SECTIONS ON SHEET 2. 11 REMOVE AND INSTALL TRAFFIC LOOPS. (SEE ALSO RANCHO CALIFORNIA ROAD STRIPING PLANS FOR INSTALLA TION). N 12 VIDEO DETECTION FOR SIGNALS. (SEE ALSO TRAFFIC CON TROL PLANS). I 19 15 CONSTRUCT GEOFABRI C PER TYPICAL SECTIONS ON -'-- �- 11 j SHEET 2 AND SPECIAL PROVISIONS. 16 13 F 1 f d 16 ADJUST EXISTING MANHOLE TO GRADE. Zt: 1� 16 ' r gyp( t 'w .hy, CAUTION#. GAS LINE 1 O V n AS IN r. a. SH F, UST EXISTING VALVE COVER TO GRADE. 1 "tr 3 POT HOLED DURINGr ,. x , y f v w �y,� p .. .n h r ' y f f E TO BE H 1 , A yyyy ' ,Mwr Y r •v r 00e > DTECT IN PLACE. . 1 J g A EE , r , 1 ` .s � 14 A ' x IP .'' .. , ,, .. ,. .• q'saw ,. .. :�^: 7 F e „y d ff . q k n �i.� f r E r .1 ,. .ate .. e ? .,.a ,t ,. .. fif ;c. :. 3 r► , , r u I >a .3 y r 1 . .. :.. .,... .,..?. f, i.dr. e. '.v-n ... ' ,l.• . 'P'' . r '. .. ... ''+k F ,..kF.::,? ,,�•.. .... :., .x'',a. . •. ,...t, - ..•.ram"'""" i- " � 5• Y ri 3 , w Mw1 Y' 4 Aw ,r q Q:) a,. 9 ti Q) -.00 .r , 3.. r ..— V (� 3 lr. rI x 1 4 :d q^..4r: ,. .:<..''',' it•:::v i ::p f nn •yam {•a - :.•.. 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I 00 11 CAUTION: GAS LINE N GAS LINE TD BE POT HOLED DURING '` m 11 � OPERA TION. Q7 �- o 19 11 1---� --A 4 iV1,00 LL 0 (ZJ LL CD LL 'Q Q Q I O O - I CD LL 0� I d O �5 C) d S PwyOwI05B -� . faf Bill, T UNDERGROUND SERVICE ALERT B49/49CAff�A�/�gag LEGEND. E o COORDINATES ARE BASED ON NGS ou `� CON77NUOUSLY OPERATING REFERENCE STATIONSSYA480LGRAPHIC SCALE ITEM DA TE d CALL TOLL FREE (CORS) UTILIZING NADBJ, 2002. EPOCH DATE 40 0 20 40 so 120 Cl 1-800-422-4 1 AS PUBLISHED ON NGS DATA SHEETS ON THE REMOVE & REPLACE, SEE RICE EXP. FOLLOWING POINTS; BILL, P428, P474 GRID TYPICAL SECTIONS S M E E T. COORDINATES WERE CONVERTED TO GROUND REVIEWED BY. of COORDINATES HOLDING THE LOCA77ON AND ( IN FEET o COMBINED FACTOR OF SET POINT TO NEAR IRE 1 inch 40 f t. o TWO WORKING DAYS BEFORE YOU DIG CENTER OF THE PROIJECT. INSPECTOR DATE . CONSTRUCTION RECORD DATE BY REVISIONS ACC D DATE BENCH MARK SEAL: HARRIS & ASSOCIATES Designed Of Drawn B� Checked By Drawing No. QL �$S� 750 ® Street, Suite 1800 CITY .- AFAAAE ffl . San Diego, CA 92101 RECOMMENDED B . . ��� �/� r�, SB EO DL DATE� �LER ATT�'" DEPART�IEW OF PUBLIC WORKS C11LA ��'°�,�•.� (619) 236--1778 °� (619} 236-1179 f G R cL Contrvctor R/NC/P EN EE ^..� - t s Pre red Under Supervision Of PLANS FOR THE IMPROVEMENT OF: r ACCEPTED BY.- DATE: U Inspector NC BENCHMA RK ERMITS W WNo. RICE 38396 #a • 8'ate GR'- BUTL y XP. 03--31-13 R; MARGARITA USED D/RECTOR OF PUBLIC WORKS CITY ENGINEER W Date Completed civil i DANI L LfE R.C.E. No. Ex Tres. R.C.E. No. Expires: , / STANN 135+00 TO STANN 128+87 OF C 38396 4, J 1-1 J 47109 12--J 1-11 \ ,, i 9ag 30 Sheet of SIGNING AND STRIPING CONSTRUCITION NOTES �2 INSTALL 4-INCH WIDE BROKEN WHITE LANEL I NE AND INSTALL RAISED ---- GENERAL SIGNING AND STRIPING NOTES PAVEMENT MARKERS PER CALTRANS STANDARD PLAN A20A, DETAIL 12. �� C�'' 1. STRIPING, SIGNING, OR PAVEMENT LEGENDS SHALL NOT BE INSTALLED PRIOR INSTALL 4-INCH WIDE DOUBLE YELLOW CENTERLINES PER �, 22 CALTRANS STANDARD PLAN A20A, DETAIL 22. .�f� �,,` � �„�' ,,, .�' TO FIELD INSPECTION AND APPROVAL BY THE INSPECTOR. INSTALL 4-INCH WIDE YELLOW EDGE LINE AND INSTALL RAISED PAVEMENT �`- � 2. ALL PAVEMENT MARKINGS AND SIGN LOCATIONS MUST 8E INSPECTED AND 2g MARKERS PER CALTRANS STANDARD PLAN A20B, DETAIL 25. �Q --�' �� APPROVED BEFORE STRIPING BEGINS. THE INSPECTOR SHALL DETERMINE THE EXACT LIMITS OF THE MATCH STRIPING. 29 INSTALL MEDIAN ISLAND STRIPING AND RAISED PAVEMENT MARKERS, PER CALTRANS STANDARD PLAN A208, DETAIL 29, 3. ALL R1 SIGNS AND WARNING SIGNS SHALL USE HI-INTENSITY GRADE 3$ INSTALL 8-INCH WIDE SOLID WHITE CHANNELIZING LINE (THERMOPLASTIC) � REFLECTIVE SHEETING AND BE A MINIMUM OF 30"X30". OTHER REGULATORY AND INSTALL RAISED PAVEMENT MARKERS PER CALTRANS STANDARD PLAN OR GUIDE SIGNS MAY BE ENGINEERING GRADE REFLECTIVE SHEETING. A20D, DETAIL 38. a c'd 4. UNLESS OTHERWISE STATED, ALL STRIPING SHALL BEGIN AND TERMINATE AT 39 INSTALL 6-INCH WIDE WHITE BIKE LANE LINE PER CALTRANS STANDARD ?� 1(�S9 QUARTER DELTA OF THE CURB RETURN, OR BACK OF THE CROSSWALK OR PLAN A20D, DETAIL 39. Wb STOP BAR. INSTALL 6-INCH WIDE BROKEN WHITE BIKE LANE INTERSECTION LINE PER NEW. 39A CALTRANS STD DWG A20D, DETAIL 39A. - -�-----� 5. ALL R1 SIGNS WILL BE LOCATED 2 FEET BEHIND CURB AT THE B.C.R OR AS SPECIFIED ON THE PLAN. A20A INSTALL 4-INCH WIDE SOLID WHITE LANE LINE. (50 FEET FROM BACK OF CROSS-WALK UNLESS OTHERWISE NOTED) PER CALTRANS STANDARD PLAN A20A. I T Y IN/DE PA VEMENT REHAB/L/TAT/ NPR R�M 6. ALL STOP BARS WILL BE LOCATED AT THE PROLONGATION OF THE CENTER INSTALL RPM'S EVERY 25' DELTA OF THE CURB RETURN OR BEHIND THE WHEELCHAIR ACCESS RAMPS A24A INSTALL TYPE IV (L) OR (R) PAVEMENT ARROW AS SHOWN ON PLAN PER UNLESS OTHERWISE SPECIFIED ON THE PLAN. CALTRANS STANDARD PLAN A24A (THERMOPLASTIC) . STR/P/NG �� 7. THE STOP LEGEND SHALL BE 8 FEET BEHIND THE STOP BAR. IF REQUIRED, DIRECTIONAL ARROWS SHALL ALSO BE 8 FEET BEHIND THE STOP BAR OR 8 A24A INSTALL "BIKE LANE ARROW" PAVEMENT ARROW AS SHOWN ON PLAN PER FEET BEHIND THE STOP LEGENDS. CALTRANS STANDARD PLAN A24A (THERMOPLASTIC) . INSTALL PAVEMENT LEGENDS AS SHOWN, PER CALTRANS STANDARD PLAN 8. ALL PAVEMENT MARKERS, STRIPING, AND PAVEMENT MARKINGS SHALL r. A24C A24C. CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) 2006 CALIFORNIA SUPPLEMENT AND CALTRANS STANDARD PLANS A20-A tJ• A24D INSTALL WHITE OR YELLOW PAVEMENT LEGENDS AS SHOWN, PER CALTRANS THROUGH A24-E. (� STANDARD PLAN A24D. d' ME LA PW� � B 9. STREET NAME SIGNS SHALL BE INSTALLED AT ALL INTERSECTIONS AND MAY 0 INSTALL 12-INCH WIDE WHITE OR YELLOW LIMIT LINE CROSSWALK �T� � �E BE INSTALLED ABO VE THE R1 SIGN OR AS SPECIFIED ON THE PLAN. A24E LINE AS SHOW ON PLAN PER CALTRANS STANDARD PLAN A24E N (THERMOPLASTIC) . 10. THE POST MATERIAL SHALL BE "TELESPAR QWIK-PUNCH" OR APPROVED 0 S5A.8 INSTALL TRAFFIC SIGNAL LOOP DETECTORS PER CALTRANS STANDARD PLAN P � EQUAL WITH RECEPTIVE 30-INCH OR 36-INCH ANCHOR ASSEMBLY. Z ES-5A, ES-58 (TYPE 'E' ) AND TYPICAL DETAIL ON SHEET 5. USE LOOP � Z 0 11. ALL PAVEMENT STRIPING AND LEGENDS SHALL BE INSTALLED PER SECTION � SPACING SHOWN ON DETAIL UNLESS SHOWN ON PLAN. X)� \�G � 84.3 OF THE CALTRANS STANDARD SPECIFICATIONS. � O� �Z0 J j 12. ALL CONFLICTING PAVEMENT LEGENDS, STRIPING, AND PAVEMENT MARKINGS SHALL BE REMOVED BY WET SANDBLASTING PER SECTION 15 OF THE � CALTRANS STANDARD SPECIFICATIONS. 13. ALL PAINTED STRIPING SHALL BE DOUBLE COATED IN NOT LESS THAN 7 C DAYS, BUT NO MORE THAN 14 DAYS FROM DATE OF INITIAL INSTALLATION. (Y � y EF �'� ` 14. ALL PAVEMENT MARKINGS, PAVEMENT LEGENDS, AND LINES 8" OR WIDER c� PVEN�Mp, � SHALL BE THERMOPLASTIC UNLESS OTHERWISE APPROVED BY THE z n ,p � � Y �P SO \OP <� Z DEPARTMENT OF PUBLIC WORKS.111111 C � OG SF� P�O�' PgPR��' �`J'F� �� 15. ALL PAVEMENT STRIPING SHALL HAVE RAISED PAVEMENT MARKINGS (RPM) � 'Aj• J����, �F� � PER SECTION 85 OF THE CALTRANS STANDARD SPECIFICATIONS. ST BRILLANTE LL � MORAGA o o� �o 0� � ROAD � Z �0 ___\ -_c LL � M (J) °) � O -- CJl r1� � 6 L-L cuR KEY MAP � z = 1 r nror m scar n 3' DIA BIKE LOOP CL i UNLESS � OTHERWISE NOTED s, CD PROJECT SITE CROSS WALK OR - A o LIMIT LINE '1` I'o Riverside .,, I"ro Hemet THRU LANE CD � � onommoommmoo _ ro Corona 1 19LL _P 2 LEFT TURN LANE LIMIT LINE- � CENTER LOOP DETECTORS IN THE LANE. � Temecula LOOP DETECTOR SPACING DETAIL BIKE LOOP DETAIL °� OR _6 N TS o N TS ry d v d 0) d "v d QJ PW10"05B o San Diego ,�ay 8t/,�T„ � UNDERGROUND SERVICE ALERT B�1'S/S OFBEAR/NGS � � COORO/HATES ARE QASED ON NGS VICINITY MAP � CONT/NUOUSLY OPERATING REFERENCE STATIONS AM 10 SME � CALL TOLL FREE (CORS) UT/UZ/NG N4083, 2002. EPOCH DATE DATE 1-800-422-4 jjj As PUBLISHED ON NGS DATA SHEETS ON THE RCE EXP. i FOLLOWING POINTS; B/LL, P428, P474 GRID �n COORDINATES WERE CONVERTED TO GROUND REVIEWED BY CD COORDINATES HOLDING THE LOCA110N AND o COMBINED FACTOR OF SET POINT TO NEAR THE 0 1W0 WORKING DAYS BEFORE YOU DIG CENTER OF THE PROVECT. INSPECTOR DATE �s CONSTRUCTION RECORD DATE BY REVISIONS ACC'D DATE BENCH MARK SEAL: HARRlS do ASSOCIATES Designed By Drawn By Checked By - Drawing No. /n 'A SS/ San Diego, CA 592101 800 SB EO OL RECOMMENDED BY -- � DATE, C17WY OF TE/IlECUL.�' ��1�� [�,�,, - ER ATI ������ DEPARTMENT OF PUBLIC W RKS<L Contractor V`" `C_ � (619) 236-1778 (619) 236 1179 � J � s Pi ared Under Su ervrsion Of PRINCiP ENGINE r P � f � { F � PLANS FOR THE STRIPING OF: v ACCEPTED BY DATE. � W Inspector NO BENCHIVA RK � No. RICE 38398 � � (—l� �� -_- �-: � TITLE SHEL=T � USED * . 03-31-13 * ��tP DIRECTOR OF PUBLIC WORKS/ CITY ENGINEER f ' ��� MARGARffA ROAD W Date Cornpletev � civil �3 D NIEL LEE fMAN � � Fo � . ; (SOLANA WY TO RANCHO CALIFORNIA RD) i � c� R.C.E. Nd. 38,396 Expires: 0,3-31-1,3 R.C.E. 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NIB. {V]I (NU' , '� cpBraxw>6 BrnE carmim ro crww r�exm Bx CQ'AHMI]FS MA/AI.G IlF [CGINY/ A'bl I w - 4 I QPMR D rW a F. xwi m ,vcw rrrc rBb 9wnc ors BEF9PF rou a: mrrtx a nr BRRrcr / �n - .G n wsxcrm 9Bn CMSM,CINM .BLCM1D a]F BY RRiSgkT KLb a2 HACH 1µM' C�Q C/TYOFTEMECULA �%w nn J�jp�Q a EWE No ecNCHunRK 6 -ff-f �Im a �� MARGARITA ROAD usEa STA: 797 +00 TO STA: 746+00 RUf Ha 3U% Epria' O X-IJ FCE lb. AIW CFI IFJI-1I & STA: 146+00 TO STA: 135+00 s M U of 30 RANCHO CALIFORNIA - • • o ® ® ® Abw m 1 iIIIIIIIIIio • - 1 m p m © 7 0 ® s © LL 12 LL CLJ MARGARITA ROAD PwfoLaw 40 NO BENCHAMRK MARGARITA ROAD USED MWEL LEE �- mm0 �mm TRAFFIC CONTROL GENERAL NOTES SUGGESTED STAGE 1. ALL TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE LATEST EDITION OF THE CONSTRUCTIONSEQ-UENCE. � �CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (2010 CALIFORNIANIA � � � r � � � � � 0 MUTCD) AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. PHASE 1 - WORK ZONE: CLOSE OUTSIDE EDGES ONE OR TWO 2. THE CITY ENGINEER OR HIS REPRESENTATIVE HAS THE AUTHORITY TO INITIATE THROUGH LANES EACH DIRECTION OPEN FIELD CHANGES TO ASSURE PUBLIC SAFETY. ALONG MIDDLE OF ROADWAY. � Z �p 3. ALL TRAFFIC CONTROL DENCES SHALL BE REMOVED FROM VIEW WHEN NOT 1N USE. ._ �. ,.._ A& 4. WORK HOURS SHALL BE RESTRICTED TO BETWEEN 7:30 A.M. TO 4:30 P.M. (DAY PHASE II - WORK ZONE: CLOSE MIDDLE OF ROADWAY. ONE WORK) AND/OR 9:00 P.M. TO 5:00 A.M. (NIGHT WORK) UNLESS APPROVED OR TWO THROUGH LANES EACH DIRECTION OPEN OTHERWISE. ALONG OUTSIDE EDGES. �"'�-F.A.B. 5. TRENCHES MUST BE BACK FILLED OR PLATED DURING NON-WORKING HOURS. SE i %b 00' I 6. PEDESTRIAN CONTROLS SHALL BE PROVIDED AS SHOWN ON THE PLANS ... � � N 7. TEMPORARY "NO PARKING" SIGNS WILL BE POSTED 24 HOURS PRIOR TO s � � COMMENCING WORK. N � v -Bwz c�v 8. ACCESS TO DRIVEWAYS WILL BE MAINTAINED AT ALL 11MES UNLESS OTHER 3 � .d. (OPTIONAL) � ARRANGEMENTS ARE MADE. 0 3 9. THE CONTRACTOR SHALL REPLACE IMTHIN 72 HOURS. ALL TRAFFIC SIGNAL LOOP cNi DETECTORS DAMAGED DURING CONSTRUCTION. TYPICAL RIGHT LANE CLOSURE 10. THE CONTRACTOR SHALL REPLACE WITHIN 24 HOURS, All STRIPING REMOVED OR TYPICAL DELINEATOR DAMAGED BY CONSTRUCTION WORK. (STRIPING MAY BE REPLACED TEMPORARILY DETAIL.*WITH TAPE). ONST. K-RAIL 11, ALL WORKERS SHALL BE EQUIPPED WITH AN ORANGE VEST (OR A REFLECTIVE VEST OR DELINEATOR 40= AT NIGHT). ALL FLAGGERS SHALL ALSO BE EQUIPPED WITH A HARD HAT, C28 -- --- -- -- "STOP/SLOW PADDLE AND SHALL BE TRAINED IN THE PROPER FUNDAMENTALS OF 2' # CON T. 44== � rc FLAGGING TRAFFIC. F.A.B. 12. ANY WORK THAT DISTURBS NORMAL TRAFFIC SIGNAL OPERATIONS SHALL BE TRAVEL COORDINATED WITH THE CITY OF TEMECULA'S TRAFFIC DIVISION, 48 HOURS PRIOR ENE BARRICADE � � TO BEGINNING CONSTRUCTION. CONTACT THE CITYS TRAFFIC DINSION AT (951) �E ��� "'- -" -' 894 -641 1. ��� � � =I0 � •- � '� 13. THE CONTRACTOR SHALL MAINTAIN ALL TRAFFIC CONTROL DENCES 24 HOURS PER TABLE 1 \*o4" OR 6" WHITE DAY AND 7 DAYS PER WEEK. AS NOTED ON PLAN ZZ TABLE I sa rA E I 00' lE 14. A MINIMUM OF TWELVE (12) FOOT TRAVEL LANES MUST BE MAINTAINED UNLESS � � EE TA12 E TA E I .� OTHERYNSE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS. * 3" MINIMUM OR MAINTAIN 4.0 SLOPE E^ �- � N O 15. ALL NIGHT WORK WILL REQUIRE WRITTEN APPROVAL FROM THE DEPARTMENT OF TAR SPAgNQ OF $�(�N o ��',• C4 PUBLIC WORKS. LANE CLOSURES, ROAD DETOURS, ROAD CLOSURES, AND TRAFFIC UMIT LENGTH (L) WJNEATgRS SPA(XNG 3 � �, (OPTIONAL) � t} SIGNAL MODIFICATIONS ASSOCIATED WITH OVERNIGHT CONSTRUCTION ACTIVITIES WILL REQUIRE WARNING SIGNS BE PLACED AT LEAST ONE WEEK IN ADVANCE OF � c�v 3 O STARTING CONSTRUCTION. L - 180 (MERGE) 25 (TAPER) LEGEND c� 1 18. A SOLAR POWERED FLASHING ARROW BOARD SHALL BE REQUIRED ON ALL 30 MPH 1/2L - 90 (SHIFT) 25 (TANGENT) 100 WORK ZONE TYPICAL LEFT LANE CLOSURE 0 ARTERIAL STREET LANE CLOSURES. 1/3L - 60' (SHOULDER) 25' (CONFLICT) 17. ALL EXISTING STRIPING WITHIN THE WORK AREA MUST BE WET SAND BLASTED L - 245' (MERGE) 25' (TAPER) PRIOR TO BEING REAPPLIED WITHIN THE CITY RIGHT OF WAYY, 18. THE CONTRACTOR SHAH COMPLY WITH THE REQUIREMENTS OF THE AMERICAN 35 MPH 1/2L - 125' (SHIFT) 25' (TANGENT) 350' SIGN FLASHING ARROW BOARD PROVIDE LEFT TURN LANE � DISABILITY ACT ACCESSIBILITY GUIDELINES AND WITH THE CALIFORNIA ACCESSIBILITY 1/3L - 85' (SHOULDER) 25' (CONFLICT) � (FAB) AS SHOWN ON THE PLANS GUIDELINES AS RELATED TO PEDESTRIAN ACCESS AND SHALL MAINTAIN PEDESTRIAN �R � CONE OR DELINEATOR � OR AS DIRECTED BY TYPE 111 BARRICADE AT 100' (TIP) AT 25' � ACCESS AT ALL 11ME5 PER ADA REQUIREMENTS. SIDEWALK CLOSURE/DETOUR L - 320 (MERGE) 25 (TAPER) SIGNALIZED INTERSECTION AT 5 0 C ENGINEER IN THE FIELD O.C. (TYP) Q SHALL COMPLY WITH THE MUTCD STANDARDS, 40 MPH 1/2L - 160' (SHIFT) 25' (TANGENT) 350' (TUBULAR MARKER) 42 O dt C27(CA) AT 200 (TYP) - TRAFFIC SIGNAL SHALL (TYP) � 1/3L - 110' (SHOULDER) 25' (CONFLICT) MIN HEIGHT BE CONTROLLED BY HARD �, ^ Z � TRAFFIC SIGN LEGEND IMRE VIDEO DETECTION _ — —. ._. .`. ft LANE � OPTIONA L - 540' (MERGE) 25' (TAPER) � � BARRICADE TYPE 11 WITH N � ^ 45 MPH 1/2L - 270 (SHIFT) 25 (TANGENT) 350 FLASHING WARNING LIGHTS. TEMPORARY CONCRETE END � 1/3L - 180 (SHOULDER) 25 (CONFLICT) SPMXX KEEP OpE FOR DAY-TIME WORK, USE BARRIER -4 Z NARRO amp cJ TRENCH L - 800' (MERGE) 50' (TAPER) TYPE "B" HIGH-INTENSITY �E XX SPEW N#it0 RIGHT 50 MPH 1 2L - 300' SHIFT 50' TANGENT 350' LIGHTS. FOR NIGHT-11ME TRAFFIC SIGNS AS NOTED. � C 1/3L - 200' (SHOULDER) 50' (CONFLICT) WORK, USE TYPE "A" � � � � � Z C12 (CA) C17(C4)(FRONT) C17(C4)(BACK) C20(C4)(RT) R4-7A (RT) C27 (CA) LOW-INTENSITY LIGHTS. L - 660' (MERGE) 50' (TAPER) � Z � �E wwnc 55 MPH 1/2L -- 330' (SHIFT) 50' (TANGENT) 350' TRAFFIC PATTERN ■ STICK-DOWN TAB CLOSED ofEN DETOUR OffOUR STOP 1�D3L - 220' (SHOULDER) 50' (CONFLICT) (FOR LANE LINE STRIPE) TYPE 111 BARRICADE (� & C30(CA) ORKING <( C30 (CA) C40A (CA) G20-2 M4-8 M4-10 (RT) R 1-1 TRAFFIC CONTROL NOTES AREA = RIGHT UWE TRAFFIC SIGNALS TYPICAL MEDIAN CONSTRUCTION LL MUST CONTRACTOR SHALL PROVIDE VIDEO DETECTION AT ALL DRIVEWAYS AL AFFECTED INTERSECTIONS DURING CONSTRUCTION. THE brDEO INOUGH THE DRIVEWAYS ARE DEPICTED AS BEING CLOSED, �- ONLY NRN RIGHT DETECTION EQUIPMENT SHALL BE HARDWIRED. CONTRACTOR THE CONTRACTOR SHALL MAINTAIN ACCESS TO AND EGRESS z SHALL BE RESPONSIBLE FOR MAINTAINING DETECTING ZONES FROM ALL COMMERCIAL AND RESIDENTIAL DRIVEWAYS PROJECT siTE LL R1-2 R3-1 R3-2 R3-4 R3-5 (RT) R3-7 (RT) AND MAKING NECESSARY ADJUSTMENTS TO THE ZONES. THROUGHOUT THE PROJECT LIMITS THE CONTRACTOR WILL BE � ALLOWED TD CLOSE SAID ORII/EWAYS TO PERFORM THE fo Riverside � ° REQUIRED WORK DURING' THOSE PERIODS WHEN THE � To Hemet LL USE � SIDEWALK S1DO1N'X pASED ROAD THE CONTRACTOR SHALL KEEP EACH TRAFFIC SIGNAL IN THE PROJECT LIMITS OPERAnONAL AT ALL nMES DURING BUSINESSES ARE CLOSED UNLESS PERMISSION IS GRANTED ro corona CROSWAK CLOSED CLOSED FROM THE BUSINESS OWNER TO CLOSE THE DRIVEWAY DURING CONSTRUCTION IN ACCORDANCE WITH THE SPECIAL PROVISION "TEMPORARY (HARD WIRE) VIDEO DETECTION SYSTEM NDS)." BUSINESS HOURS. IF A TEMPORARY CLOSURE OF A � R3-&1 R9-3o R9-3B (RT) R9-9 R9-11 (RT) R11-2 RESIDENTIAL DRIVEWAY IS NECESSARY, THE CONTRACTOR SHALL CHANGES TO TRAFFIC SIGNALS SHALL BE COORDINATED WITH COORDINATE WITH THE OWNER TO DETERMINE THE TIME PERIOD O THE CITY AT LEAST 72 HOURS IN ADVANCE. CITY TRAFFIC OF THE CLOSURE. THE CONTRACTOR SHALL MAINTAIN AND � �ti� � '( � Temecula � � UM�YEN PERSONNEL SHALL BE PRESENT AND AUTHORIZE ANY CHANGES PROTECT ONE LANE OF THROUGH TRAFFIC IN EACH DIRECTION, � � �G � � Q E-POAAR � � LANES TO SIGNAL OPERATION. EACH LAND ON A PAVED TRAVELPATH NOT LESS THAN 11 Oj EE l S � � ov. � FEET IN WIDTH. 0� n� N �, MINOR INTERSECnONS / �� C 5 c �] W 1-4 (RT) W3-4 W4-2 (RT) W4-2 (LIT) W4-7 (RT) W8-11 FOR CLOSURES AT MINOR INTERSECTIONS, THE CONTRACTOR � � �. N LL SHALL MAINTAIN AND PROTECT ONE LANE OF THROUGH 6 CONTRACTOR WORK HOURS. TRAFFIC IN EACH DIRECTION, EACH LANE ON A PAVED CONTRACTOR'S WORK SHALL BE DONE BETWEEN THE HOURS OF 0 / �'��� 2 0 & Z � lgi, TRAVELPATH NOT LESS THAN 12 FEET IN WIDTH. �z < < P �p 7'.30 AM TO 4.30 PM MONDAY THROUGH FRIDAY, EXCLUDING 74' SWORK f� �� HOLIDAYS. DEVIATION FROM THESE HOURS WILL NOT BE� gHEqp C 0 Co MPH SIGNING PERMITTED YN THOU T THE PRIOR CONSENT OF THE ENGINEER SHEE�S �`� IDP THE CONTRACTOR SHALL MAINTAIN ALL EXISTING OVERHEAD EXCEPT IN EMERGENCIES INVOLVING IMMEDIATE HAZARD TO � � AMEN P S '^ AND SIDE-MOUNTED SIGNS THROUGHOUT THE PROJECT LIMITS /9&25 P SO M W20-1 W20-7 W20-5R W20-5R (MOD) W6-3 W13-1 DURING THE DURATION OF THE PROJECT. THE CONTRACTOR SONS OR PROPERTY. G�� AVEN�pA SHALL TEMPORARILY RELOCATE SIGNS AND SIGN SUPPORTS AS ohs P 0� ARCH STAY MANY TIMES AS DEEMED NECESSARY AND INSTALL TEMPORARY G��,�- ���5 B ROM SIGN SUPPORTS AND FOUNDA710NS 1F NECESSARY AND AS IN LANE SPEED DIRECTED BY THE ENGINEER. PASE-0 �P N ONLY AHEAD CONTIRACTOR SHALL COVER SIGNS THAT CONFLICT WITH BRptANTE �0�� � �. S R81 (CA) R81A (CA) R81 B (CA) R4-9 R61-5 (CA) R2-j TRAFFIC CONTROL SIGNS OR MARKINGS THIS COVERING SHALL fo Sari Diego BE FULLY REMOVED WHEN TRAFFIC CONTROL IS NOT IN EFFECT. 'S'Oq�Op � KEYNAP an W RCND NgRK � � PM SlBlelN�t MORAGA 0 NOT TO sCAtE aAs�n � � CONTRACTOR SHALL REMOVE ALL CONFLICTING EXISTING ROAD err 4 ds TIME STRIPING BY WET SANDBLASTING (4 N) G9 Sc-11 (MOD) G20-1 C9A R6-1 R R26 (CA) TRAFFIC CONTROL DENCESTRAFFIC CONTROL BE REMOVED FROM THE � � >e' ROADWAY ALL THE WAYETOMUST THE BACK OF WALK WHEN NOT IN O � C� N !'� ��S BUIL T�� UNDERGROUND SERVICE ALERT BAS/S OFBEAR/NGS USE. COORDINATES ARE WED ON NGS KEYNAP 1i � � CONTINUOUSLY OPERATING REFERENCE STA110NS � CALL TOLL FREE (CORS) UTILIZING NA08.3, 2002. EPOCH DATE NOT TO SCAff ( �L DATE 1-800-422-4 ljj AS PUBLISHED ON NHS DATA SHEETS ON THE O rf� RCE EXP. FOLLOWING POINTS; B/LL, P428, P474 GRID REVIEWED BY COORDINATES WERE CONVERTED TO GROUND COORDINATES HOLDING THE LOCATION AND COMBINED FACTOR OF SET POINT TO NEAR THE [WO WORKING DAYS BEFORE YOU DIG CENTER OF THE PROJECT. INSPECTOR DATE --------------- CONSTRUCTION RECORD DATE BY REYIS/ONS ACC'D DATE BENCH MARK SEAL: HARRsSfedc ASSOCIATES Designed By Drawn By Checked By � Drawing No. �FESS/Q�,_ San Diego, CA 92101 SB EO OL RECOMMENDED BY: DATE'�•�s���,��L C/;rlrOF ;rAEAfAFC4f1LjA4 coor Contractor EL ���� (619) 236-1778 • (619) 236-1179 RNC/"ATTAR'' 00 NEER DEPARTi{IENT Of PUBLIC WORKS ns Pr ared Under Supervision Of r&,1i$� PLANS FOR THE TRAFFIC CONTROL OF: Inspector � ACCEPTED BY.- DATE &41!P NO BENCHMARK � USED * No.:�38393 *, Ofe � �� �� GRE BURER /' � MARGARffA ROAD. D NIEL LEE DIRECTOR OF PUBLIC WORKS/ CITY ENGINEER Dore Completed �q Cjvi1 �s (SOLANA WAY TO RANCHO CALIFORNIA ROAD �OFcAV� 0,3-,31-13 47109 12-.31-11 ��: i�s9 R.C.E. No. 38,396 Expires: R.C.E. No. Expires: ,. 16 30pFlojEcTNoF%" TITLE SHEET, QENERAL NOTE8 AND DE�AILB Sheet of SOLANA WAY f v 94.E. • J tc C _ Z � ' �/ ' — � _ ` � —• AB � I _ — - - - - - - — - - - - - - - - - - - - — n 0 n INPo r ____ n 'J180' 91CVIDEF 1RAN9nIXl __ 510' IRAl19w" \ rV Aa NICOLE LN Z MARGARITA ROAD PHASE 1 O It SOLANA WAY a 0 a J m UlLw - _ W20-T _ - - N � - -p 94 ' 42.3E W V I • _ ti _ . 36 gyoo m- oaMo� m Q. :00, oa _ _ .•fc3o • - - A• •FAtl ® �_ i _ _ •, 0 _ d I • • •• •• • • �C30 • a �30 •- • • • — a 0 I _ • • • _ - - - V 3R ryl I W 4 1 C aslD 1MSOy Sb — J90 _ \t NICOLE LN TRAFFIC CONTROL NOTES MNOt NTFHsccnaFs TRAmc GnvMa mlrrs f FOR CLOSURES AT MINOR WMRS CNON$ IfIE CONMACSW TRAF C OOVT CEMCES MUST BE REMOVED FROM ME 6mC SGNAL S4A MAINTAIN AND PROTECT ONE LANE OF IH GH ROADWAY ALL ME WAY TO THE BACK OF WAIX MNEN NOT M CO MACTCR SHALL PRONOE NDEO DETECRQV AT ALL TRAFFIC IN EACH DIRECDOI. EACH LUTE ON A PAVED uw: MARGARITA ROAD M, CVO EpNPN TTT SFIAAU OR Hi�MN E�NTRACMS M9f Nn AM NOT s THA rz Er N MOTH. CONTRACTOR WORK HOURS' AND MARMO NECESSARY AONSTAFNIS TO ME ZONES ME CONTRACT SHALL MANTNN ALL EASnNG OYERI�EAO CCNIRACICRY MIXtK SHALL BE OCWE BEINFEN THE NOM$ FX PHASE 2 AND SII MOUNTED SIGNS M G40UT ME P CT UNTS 7.30 AM TO 430 PM MONDAY MRWOH Fl AY, IXQl4YM lHE CONTRACTOR SHALL H(EEP EACH 1RAfrTC SOMAL IN ME OMHNC ME DURAnOI O" ME PROTECT. ME CONTRACTOR HOIDAYS DENAnM FROM THESE HOURS MILL NOT BE MOECT UNITS C AHONAL AT ALL IIMEs WRYNC SHALL TELPCRAMOY R OCATE SONS AND SW SUPPORTS AS PERMITTED MiHWi THE PHICN COISENi CE nIE pIOEDf PWfO-OSB COISTRUCnCN N ACCOPDANCE MM 1HE 9'Ef PROM MANY TRIES AS DEEMED NECESSARY AND HISTALL TEMPORARY EXCEPT N EMER(iNOES IN1p.NNC IMMEA'AM HAZARD 1D c M l/O 91MY NEP/ BAS/S OFBE R/NGS •TEMPMARY MARD MIRE) MOEO DETEcvm sISTEM (wsJ - 9M SUPPOR75 AND FO NDATNNS IF NECESSARY AND AS PERSCNs OR PRfWERTY OM1RECMD BY ME ENONEER. [ CGAPpINIES ARE &OED PV KO CHHANG0 TO TRAFTiC 9GNALs 9MLL BE LYKNONATED wM w NNRNOMl9Y 6TR w Mr[1t£MY SIA 4 lHE OTY AT LEAST Zz HOURS N ADVANCE OTY TRAFFIC CONTRACTOR SHAD COVER SOTS MAT COIFlICT MM GRAPHIC SCALE GLL 2YL F.RF (LORS) uIMI➢N:.' NICflI. Xpz TARN a2 PERAYBKI. SHAU BE PRESENT AND AUMO.%S ANY CHANGES TRAFi7c CONTROL 9Ols PP MARI(Mrd Tlxs COVEPoNC SHAu R DATE 1-8W-422-41JJ AsiOWMG PD M INS Mr4 SHf474 QN ]K TO SOIAL O AVON. BE FlFLLY RENOWN MHEN TRAFFIC CONTROL Is NOT N EFFECT. qO Ery COORU U S wrs; ell, aM m cRrD LYmB MS THEM LI M L& m cvW CONIRAG Af1E1WD BY.' LIXFbAuIES Me OF NNE N W NOW STWING BY SHALL REMOK ALL COFNCnxC E4511NCQ9 ( w r¢r ) LOHVD FK@i Cf Sr RMNI N IdM IHF SIRI%NC BY MET SANCBfA511NG I bch do tt INb XOi.YAG 011T SFO'iF YW LW LENIW O nL NNCA. MSELFCF DATE CYMNI LUW MTXKV DUE BY .@IBYS ACCb OIR BTOH YIT.Y YK HMAM M A[WCN16 �yL.T°p1f`��w � .m Eo a "aD 'T` _ � BI '� FxRwrEwr a nac HHoea AcrrPrm GY 1 r;3,.2, nTB w Eon Inc murk coMmma m: NO BENCHMARK A d •(((, �� v omo USED $ � o<M� • FP..NEAT. I MARGARITA ROAD '* RGE Ma JMM E I -U RCE r 71W r Iz-.n-n ��,_,� STA: 103+92 TO STA: 125+00 17 30 9:e I SOLANA WAY VIA LA VIDA I I n ' I � i I wzo {' Z TRACT ro OELDETAILEDTRAFFIC PLANS FCR NgCTRIN AND LEFT BARN PICKET AREAS ALL DIRECPNS m 4 Li _ ~ N D LQ h + 0 0 Ell e mITT e W 1 o 0 N I I r a a MARGARITA ROAD PHASE 1 RAMSEY COURT STONEWOOD a � ROAD � / I � c a 0 'I`I / I vn0-QT 1 m Q / 1 Q m Q WNTRgREGT 4 y T T Pain T �\ ¢ TMRII N CpNmAc AILD } z p MIER`t - O LL p O � 7 Q a a_ hQ I I L Z � F h JD � Q � ilwao-+ m TRAFFIC CONTROL I Om r ..n.I < uRNw WTRYrnW= CONTRACTOR WORK HOURS UNTRACTM SHALL PRONW VIDEO OET:CT )N AT ALL FQR INNDR O.=RES AT W IERSECTWS THE C ENACIOR TiATTIC CCNIRa DEVICES MUST W REl/OLm FRdI THE CCNTtaCTCR's WCQK SHALE BE DONE BET11EEN THE HWRS OF AFFECTED INTERSECT NS WRING ONSTRIX17m THE NCEO SHALL MAINTAIN AND PROTECT ONE LANE (IF MFO(J H ROADWAY ALL THE WAY TO THE BACK OR WALK WHEN NOT M );W AM TO 4;W PN MOVDAY THRGNY/ FRWAY, EXCLULINC DETECTOR EWVNENT SHALL BE HARDWIRED. ONBRACTOR TRAFFIC W EAO4 ORECTON. EA04 LANE W A PALED USE Hd10AYS CENA7Ia1 FRCP THEY HWRS WILL NOT BE SHALL BE RESPgISIBI£ FOR MANTAWWG DETECTING ZONES MAVELPATH NOT LESS THAN 12 FEET W WDTi. MVEWAYS PEINITTL NTIaIT W PRHat CWSENT OF TIE ENGINEER AND MAKING NECESSARY AIMSNENTS ro THE ZONES .9MING µIWWW ME D TKWAIS ARE aHCTEO AS BENC aOSm, a(L T W ETILPCEHGES WY )LNNG IM WATE HA M THE CONTRACTOR SHALL KEEP EACH TRAFFIC SNNAL W TiE THE CWTRACTOR SHALL MAINTAIN ALL EXISTING OL£RHEAO at SHALL ME CWTRAC1 MAINTAIN AIXESS TO AIR) ELAE55 PERSCWS at PRO Y.PERT PRO.ECi f1M115 OPERA IIWAL AT ALL TIME$ dIMNC AND SCE-N 1E0 SIGNS MRWaIWT THE PIN ECT LIMNS MW ALL OWMERaµ AND FE90ENTµ OMLEWAYS PRILECUCMXI N ACABUtAIY Al THE S'00U PROVISION WRING THE DURATIM OR THE FROECT ME COVTNACTOR THRIMMWT ME PROJECT UNITS THE CWTRACTOR WILL BE pfffl -OSB OWST RARY HARD NRE NOEO IN THpI EUALIW OVS .' STALL TEMPOPARXY RELOCATE SIGNS AND SGN SUPPORTS AS ALL0NE0 IT) a0Y SAID MAYS M PERFORM THE MRJATtYAW SFNWa A1fRT BAS/$OF@EAR/NGS 1 l l MANY TORTES AS DEEMED NECESSARY AND INSTALL TEMPORARY REWIRED MGPK WRING THOSE PERIWS TORTEN THE sMALT= L CHANCES 1D TRAFFIC 9a1µ5 9/ALL BE CWPgNAIEO MTH SIGN SUPPORTS MIT FWWATWS IF NECESSARY MIT AS WSNESSES ARE CLOSED UNLESS PERANS90V 15 GRANTED [ o CryA3W ?EE ABF ByCN py IKy 9REC1E0 BY 1HE ENaNE£R. FRpA TK W9NE55 OWNER 1D IXOSE TIE ORILEWAY WMNC LbAMKYl3Y [YRAARW' .NH.HACF STA THE a" AT LEAST 72 HWRS W AOVM'2. ON TRAFFIC BUSINESS HWRS IF A TEMPORARY aOS11RE (IF A dLL 2YL REE (CO3 U/p12AW' NILWJ. AJ1 fKCN dR FERSCNNEL SHALL BE PRESENT AIR) AtIMM E ANY CHANCES CONTRACTOR S ALL WLER 9LN5 THAT CONfIJCT NTH RESIDENTIAL ORILEWAY IS NECESSARY, THE CWTRACTOR SHALL �30 OAT AS aR MS MFA LkEIS W IRE 10 SIW.M. OPERA TON. IRAFi1L LaIIROL SINS OR MARKINGS THIS WLEIUNC SHALL CQMRDINAIE MEN lIK OXMER N CEIERYNE THE TYE PERIRA 7-BW-122-4133 IICE EA9 a AILOMf IgWI$ &L4 NA N74 (WA BE FULLY REMOKO WHEN IRAFFM OXV Ra IS NOT W EFFECT CIE THE CLO91RE. ME CCNMACTOR SHALL MAINTAIN ANO N OCMMdTS WCIX CdYIX/FD M LMNFW PROTECT OW LANE OF TMdIG H TRAFFIC W EACH DIRECTION. IMWED BT. OIDU NO6 IAL THE LO0Wf)N AN) SIRIP14C EACH LANE M A PA140 1RAIEIPAd NOT LESS THAN If I w em CYAI6ND FACId O` '4T RM'T TI 'VEW TIE CONTRACTOR SINL REIWOK ALL Ca1RICTWG EVS17NG FEET N WIX ::.=n 40 It MI MOBVb' d15 aTGff 1W LIC OF'W' O 0F WE RII16a STRIPING BY WE SAN09LASMF4 HSECTOR DATE N 3 Lp'6TML'/KW MORN d2 BY M46W'S kCb d2 IYM.H ua9K YV: MYMS t AYGKJLIFs niP.e Bi u..II Bi rnw 4 Mmwaxa0 d CITYVF ffM6CU 'a"`uPwr m m a '• F�2s ANIpVd IA.y aPW+ubI a .dim `O d H: J o.NMaL a: _= NO BENCHMARK d_ly_II sTan ,vc H5E0 D,„,E LEE aMtldN »..� io,.RNaA m.Nnc MARGARITA ROAD ool. tomoo.d �"I' a :aWyr' RCE TWvs Eo 0 31-i.laTa1-u RCE M nILM Ey,v 12 JI-I1 STA: 103+92 TO STA. 125+00 78 a30 PASEO BRILLANTE 00 h a r � I HT m o � O _ D h N w rn 0 0 0 � e m a � o U r O h tJ e � Z � r F 1 N � a / 1 C 1 K a MARGARITA ROAD PHASE 1 m = wNmAcr ,p _ M JO OFy[App.OE lAIIGO MAfgC ..rAY ' — ' '� } p _ _ - _ cpNTRa PLANS FGR ry TEgscc noN AND „d .••••.~ — o a � _ _ - Z C m m � O hV �D,H ALI CY �e fFORD HIRF.gClNXIS DIE CONTRACTOR SHALL NAWTMN AND PROTECT ONE LANE OF THROUGH IRAfFlC roVTROt OENRS TRAFFIC CONTROL NOTE TRAFFT W EACH DIRECTION EACH LANE ON PAYED tRATnC COMTRa DEVICES MUST BE REMOVED FROM ME CONTRACTOR WORK HOURS 0- TRAM AM NOT LE55 THAN 12 FEET IN MOTH ROADWAY ALL ME WAY TO 1HE BACK OF WALK WHEN NOT IN COVIRACICF'S MINK SHALL BE DOVE BEIMII1i ME HOURS CF O : USE, DRJVFWAj� Z:.10 AM 10 I:.NU PM YOIDAY IHRWPI F1X'OAY. EXIXUOING SMAITIC SIGNALS ME CONTRACTOR ME SHALL MAINTAIN ALL EASIING 01ERNEAD ALDIWtlI ME DRIVEWAYS ARE DEPICTED AS BEING CLOSED, HWOAYS DENADp1 FROM THESE HOURS MLL NOT BE CONTRACTOR SHALL PROVIDE VIDEO DETECTION AT ALL AND SCE-MOUNTED SONS THROUGHOUT ME PRO..ECT CLOUTS PERMITTED MTHWT ME PRIOR CaIYNT OF ME ENGINEER I ME CONTRACTOR SHALL MAINTAIN ACCESS TO AND EGRESS EIYEFGENtlES INN%NNC INYEOAIE HAZARD TO AFFEC1Fo INIERSECIIOIS WRING COISMVC11a1 ME NCEO WRING ME WFAIIOI CL ME PFOFCT ME CIXi1RACTOP FROM ALL COAMERGAL AND RESIDENTIAL ORWWAYS EXCEPT IN CETECPa1 EQUIPMENT SHALL BE HAROMRED. CONTRACTOR I SHALL TEMPMARILY RELOCATE SGIS AND SIGN SLPPatTS AS MRWGIWT ME PROJECT LIMITS ME CONTRACTOR WLL BE PERSONS PP PF(V N. PWY060M SHALL BE RESPONSIBLE FOR MAINTAINING DETECMG ZONES MANY TMES AS DEEMED NECESSARY AND INSTALL TEMPORARY AND MMQNG NECESSARY ADLSIMENTS TO ME ZONES I 9GN SUPPORTS AND FW gLLOWEo TO aOBE SAID DRIVEWAYS 10 P[FFORY ME NUANONS IF NECESSARY AND AS ASB4ALT" MlT.WWO yµu,yEpT B.GS/S OFBEAB/NGS DIRECTED BY ME ENGINEER. REWIRED WCIM DURING MOST PERIW' S VIXEN ME ME CONTRACTOR SHALL KELP EACH MAFFIC SIGNAL IN ME BUSINESSES ARE 0.0YD UNLESS PERMIRION IS GRANTED RS A°Er MSD OS 043 P CT LINTS WERADCNAL AT ALL TIMES DURING CONTRACTOR 9INL COVER 9GNS MAT CONTEXT WM FROM ME BUSINESS OWNER TO CLOY ME DRIVEWAY DURING GWINJNRIlY 09UNHAW' .HRR(NCE ST4706 CCN5IRUCPW IN ACCORDANCE WM ME SPECIAL PRONSON TRAFFIC OONRR SGIS OR MARRING$ THIS COHERING SHALL BUSINESS HOURS. IF A TEMPORARY CLOSURE OF A GRAPHIC SCALE CIL IpL {WE (llRSpU UFAQAC =J 1A EET MTE 'T ORARY HARD WRE N ( ) RESIDENTIAL DRIVEWAY IS NECESSARY, ME CONTRACTOR SHALL OAT 1-BW-422-4133 'N 9kD DV MS MM sNEEIS CN IRE ) OEO OEiECRCN SYS1ElA N)5 . BE FULLY REMOVED WHEN TRAFFIC CONTROL IS NOT MI EFFECT COORDNAT WIN ME OWNER TO DETERMINE ME TIME PERIW 20 80 120 MIT CN NYLOMM.' K ,, ML N2a PRIR GNO OF THE CLOSURE ME CONTRACTIXR SHALL MAINTAIN AND CLGB)A G S WRE OMIWIE9 70 tAVIAD CHANGES TO TRAFM SIGNALS SHALL BE COORDINATED MM S$ NG AFACKV BY.' LYNAW'NIIF5 MMLI.G MC (CYATAV AND ME ON AT LEAST 72 HOURS IN .ADVANCE ON TRAFFIC CONTRACTOR SHALL REMOVE ALL WNFUCPNC EXISTING PROIFCT GTE LANE OF IHRWW TRAFi1C NI EACH LYRECPGI, OMMED FAC G SET K X NEAR THE PERSONNEL S All BE PRESENT AND AUMOQ%T ANY CHANGES SMPINC BY WET SAND&ASTMG EACH IMF ON A PAYED TRA WIPAM NOT LESS MAN 11 H IN rcT.+ I [YN/U? fA- 1HE PFCVECJ FEET IN WON. TM MFMNG DINS B:F[M 11N/ LIG TO SIGNAL OPERATION 40 rr W57TCw DA IT fd6/M1C/NM' WCgW 011E BY MNSA'As .1CCD WE OFMW MlM SOIL IWI1E ! AVgi116 . zss LmgneO �' °°'" IN `"°�"' C/TY OF TEMECZ&A boi8q m.°ao a s Fw , E mAFTC A4r a Bi LM PUIX.0 WwWs' .° NO BENCHMARK , namm M . v a ,( /nyry a ur M USED * * Ip NLE ���°°" � �14-11 ., HYX .F �P„RM,AF, MARGARITA ROAD STA: 125+00 TO STA: 147+00 i ROE Nx .Tams E aTar-u RGE. NA nros I rsar-rr sAal 19 30 A VENIDA CIMA DEL SOL e - T Ld T _ O b' 14B+W - 150+U° I+°0 152+W 153+00 154+00 R3-IF 55+00 15 +00 - - 157+00 a co y ..� . 43-41 b —• - - - - - _ yn Q T LU U I � e 0 I nArF�sl� + . I I I 1 U Q I CALABRIA DRIVE a 0 MARGARITA ROAD AVE�JIDA //ONO/MA PHASE 1 a 11 0 F u w20-1 r ti / 0 q r W Z i - ANY ND PARK 162+00 163+00-1 F !ifidi00 R3_ q _ RS-4 j I65i00 161+00 - � � IESIPlRING � J > _ 166+00 - -v - ° � - - - - , - _ _ — S - _ -------- - - � Iseiaa � O Q ) lwzD-1 � _ _ - - - 6l I rdPDTARY NO PARArNO _ 0 TRAFFIC CONTROL NOTES / / v z TRAM CONTRACTOR WORK HOURS: A OONMACRAP 9WL FFONDE N°EO O TFOW AT N ME CCNIRACTOP SHALL MAINTAIN ALL El°STWO OLEMIEAO A IHOUW IW IXn4EWAYS ARE CEFYCTED As BEINC CLOSED, OWMACT 1 SKA M DONE 6EINRH TIF HOURS OT 2 A{TECIED MIERSECnWS DURRM CONS1FYl DON n1E NOE° AM SWE-MWNIED SONS O41RWWWT n PROECT HINTS ME CWTRACOW SHALL MAINTAIN ACCESS TO AM EPtE55 CLUpNG L7 °ETECMW EQUIPMENT SHALL BE NAAOb .. CONTRACTOR DURING ME DURATION °F nE PROXCT THE CONTRACTOR FRO/ NL CO&F E K AM RE TIAL MIEWA15 T.W TO Nb PM MOImAY n/RW W FRWAY ENYS O IU Z WLL A BE RESPONS&X FW MAINTAMAINTAININGDEIECTINO ZOK$ SHALL UWOPARMY Rat Ar SIGNS AND SON A'PPMTS AS DIROUWWT RIE WO,ECT UNITS n CWIRACIOP WILL RE KZUA AMMI fROI 1HEY HOURS X NOT BE AND -+ AND UMINO NECESSARY ADAUSIMENTS TO n1E ZOKS MANY OWS AS CL W NECESSARY AND INSTALL IEMPMARY ALLOWED TO CLOSE SAID MWWAYS TO PERFOPII RA7 PFRWTTED WTICOT W PpO1 CONSENT OF DIE ENQNRF SW SUPPCRIS AM FOUMADONS IF NE2SSARY AND AS REW WIRE° K WRONG T HOSE PEMO S WIFN W EALEPT W EMER(SNdES MWLNNC INN EQAM HAZARD TO OP NNE CONMACT SHALL KEEP EACH TRAFFIC SIGNAL IN THE ORECM) BY DHE EWIWIU?. WSNESYS ARE aL P ON= WSSW IS CRANTEO PERSONS QP PRE' TY. b PROECT UNITS O'ERAnONAL AT ALL RWS QNdNC F W THE BUSINESS OWNER TO CLOSE nlE WPo AY WRING CONSTRUCTION a ACCORDANCE WTI W SFEOAL PRONSON C MACIOP SMALL COVER SIGNS MAT CONFLHCT MIN WSNESS HORS IF A TEMPORARY IXOAURE OF A Pw' L -TEMPORARY (HARD IRE) NDEO °EIECM.YI srsi (Ws} Mt C CONTROL SIGNS OR MARKINGS TINS W1fllMG SHALL RFSFmWOAL DRIVEWAY IS NEQSSARY, ME C MACTOP LL Sll 60S/S OF9EAR/NGS BF FUUY R I&D MIEN MR CONMOL IS NOT IN ETFECT OXRONAM WM n OWNER TO DETERWNE IW Th P O) A$BU/LT' { IpY.RM4M ,VMLYNERT ORANGES TO MATTTC SWNS sHAU BE CWPoINAIED MM OF' ME aMW ME CWMACTOP SIAU MAINTAIN AM W - nIE OTY AT (EAST n HOURS IN ADVANCE. OTY MAFTIC SIDIPW4 P OITCT ONE INANE CF SUMUG1 MAFFlC IN EACH ORECTON. LIX.WLYNIfS AP SC ` ) W PERSOVNEL Shf l W PRESNT AND AURIORUX ANY CHANGES CONMACTCF SHALL R W ALL CY TIM ERSTINC EAW L.MIE ON A PA4ED MAIN AM NOT IESS MAN 11 d OR/MCY4Lr LWERA]M6 RfiFRFMC suMYS TO SIGNAL WFFAnON. STRYNNC BY WT SAMIXASTINa FEET IN WOTH GRAPHIC SCALE ah qLL THY[ FR2 (Q13) uIIXIZMC N4M; 21p2 OU]I mT I-$W-i11-I rJJ As FI9iLCD 0.Y MS arA .4IEL15 Lw nC 11IN(R MIFRCFcnWS WAFi1C O]VTRO IIENIY5 RCi EW FOEIM.W' RWIS SILL Iv) IS G%J FW CLOSURES AT NINOP MTERSECnWS MF CLWMACTW Ob F COIMO. OElKCS NOSY W REMOVED FROA RE C<.qW OS WU [Y IW L W G NN SIAU MAINTAIN AND PROTECT CNE WINE OF THROUW ROADWAY Au nlE WAY TO ME BAM OF W" MKiI WT IN � BD LCQiNNIC3 HXMG 1)K LClA10.W AW MAFFiC IN EAW DIRECTON. EAW UNE ON A PAND USE ( IS nmT ) 0.YBY(D FXW W SU RY/I W MM TC MAlE3PAM NOT IESS MAN n fFET W XtlM. 1WI YOW1A: ars H/OS w IN; OWrER a HIE MMC/. I wt = aO n Ica as n QMTM.C'TKW M1ELCI7D a1E BY /f19]YS A4CD a2 ®q/ Yt0( YN_' MAWS ! AffiN1C5 C/TYOFTEAIECULA 9 D IX .9 Q asARrLCNr IF Frelr mea NO BENCHWRK � ° �• • .,.�� rtrmm er :::a! Y ..T�.�,t vans Hal mt murw mama. v� mo USED *� a ,D „� -!4� l� aNm,, ,Rm/pry RyQp MARGARITA ROAD n. @r R.cE No. JRM5 E is mar-rr .. I STA: 747+96 TO STA: 169+00 T T RCE w 4n°➢ E i�c 12a1-I1 'ti' IM o 20 130 snn AV NIDI BARCA I N IRA ro CfVELO° DEfAAID 1RAFFlC CONTNa'. PLYIS FQR IN n ANO IFFT nM0/ PIX]QT ARCS Nl aREC1NMls ti W!0 T 3 W � W W Z m W W O p O p O O m Hb Eo Q N ~ W 2 0 = W Q = I E MARGARITA ROAD PHASE 1 p G a a z c — 1flIMRARY HO PARKING — Q Q +26(CA) 30z1LL - m n - 85w0 - 186l00 N Z� iI i _ 83n 00p ; 'R26(G 4 94 . JJ �lrr% SC. LJ�� I0, F Q N� 1 SA)) V A �79 cp O Y T'J TRAFFIC CONTROL NOTES (v y TREE.,,, anaR SOWS MWWAS CONTRACTOR WORK HOURS: CONTRACTOR SHALEPRONCE NDEO DETECTION AT ALL LfRIIEA ME CONTRACT)R SHALL MAINTAIN ALL EXISTING OO ALNIWCH ME DRl1£WAIS ARE DEPICIED AS BEING CLOSED, COVIRACTOFS O NPPK SHALL BE DONE BETMEEN ME HWRS Q O AFFECTED INTERSECTIONS OURINC CWSTRUCnW. THE NDEO ANO SOU-MOUNTED SIGNS MRWG HWT ME PROECT MINTS ME CWIRACT0R SHALL MAINTAIN ACCESS TO AND EGRESS 7.30 AM TO f:JO N NWDAY MRWGH MIDAY, EXaWWG L XTECnal EWIFMENT SHALL BE HARDNIRED. CONTRACTOR WRING ME DURATION OF ME PROECT THE CONTRACTOR FROM ALL CONNERCIAL AND RESOENnAL MWBAYS HWDAYG DENAPON T THEY HWRS WLL NOT BE (O SHALL BE RE5'MSIBIE FOR MAINTAINING CETECPNG ZONES SHALL 1EINPORARILY RELOCATE GONG AND SIGN WPPORTS AS MRWGHWT ME PROTECT UNITS ME CONTRACTOR WLL BE PERMITTED WMOIT ME PRIOR CONSENT OF ME ENGR4SIR \Q N AND MAKING NECESSARY ADLSTMENTS TO ME ZONES MANY RUES AS DEEMED NECESSARY AND INSTALL TEMPORARY ALLONED M aOSE SAID DRI"AYS TO PERFORM ME EXCEPT IN ETHER OES INIAXMG NNEMATE HAZARD TO SIGN SUPPMtTS AND FWNOARWSW NECESSARY AND AS REWIRED NCRK DURING TROY POROUS WMN ME PERSONS PP PRCPEFiY 9 ME CONTRACTOR SHALL KEEP EACH TR F C SIGNAL IN THE DIRECTED BY ME ENGINEER. BUSNESSES ARE aOYD UNLESS PERMISSION IS 4RANTEO i ZY PROECT LINTS WERARWAL AT ALL TNEs DURING MON ME 1XISNE55 ONNER TO aOSE ME DRIVEWAY WRING CCNSI TIQN IN ACCORDANCE WIN ME SPECIAL PRONSCN QWMACTOR SHALL WYER SIGNS THAT CONFLICT IBM BUSINESS HWRS If A TEMPORARY aMRE CF A PW'/O.O.SB -TEMPMARY (HARD ME) N O OETEcnW s1STEN (ros).- BE NLLYyREN M TRAFFIC �TRATHI. ICS NOT IN 6 CT. CCOOOR�MNATTEE WM ME IS RCETOO DETER NEE ME CONTRACTOR PERIODI WRIN1w a 'M SRq^ENERT H.ISIS OFBFAN/N" CHARGES M MAfFlC SGNAI SHALL BE COORDRATEO WIN Cf THE O.OSIRE ME OWMACTat S %Il MANTAN AND . .14E �5£0 IX ME ON AT LEAST ZT HWRS IN ADVANCE. ON TRAFFIC 5ffi%tl4 PROTECT WE LANE O THROUGH TRAFFIC IN EACH OIRECn pY/INGYMS(Y aYR111AC MFFFDA-E SlAlla6 PERSONNEL SHAU SE PRESENT AND AUTHORIZE ANY OHANCES CWTRACT°R SHALL REMOVE ALL CONFlICnNC EMSTNC EACH "NE W A PAM TRAHSPAM NOT IE55 MAN 11 GRAPHIC SCALE CYL @L fflQ (EGS) UMIIIN,• HVNI my f WE W SGUL OPERATOR. SIRLLWC BY WT BMMHASING FEET IN MOM.AS K9Ak0 LW )AS NO SCETS M ME W OAT i-BW-f7Y-flJ3 MINOR INTERSECTIONS ffidmC. EV RYLOIPG SHIN' O PINSRITV M GVW FOR U.OSURES AT MINOR INIERSECRai$ ME OWMACTCR TRAFFM CONM DEMR5 OUST BE REMOM FROI ME OAMLfNARS IHRE COm LO ro GflCWA MlYlltp Be ONNZINITES µygTG Ry LCGRpy yg SHALL MAINTAIN AND PROTECT ONE LANE OF PAlMl(R/ ROADWAY ALL ME WAY RI THE BACK OF WALK N11EN NOT N ( w - 4 1 OW8NT0 fAC@P Of ST ROUT RI NEW IhE TRAFFIC N EAOT LESS MA EACH LANE W A PAHD USE I �rcn - 40 n. ryO IpiOp NIS gjOE IOU OG CERER C'F IHE F.Rl.4-CL MAVEIPAM NOT I£55 MAN IY FE£T IN WIN, INFFCIPT OAn nCpblWL9(!Y MLCIW WE AT RENSMAS A¢b Nl£ BENCN NWK SEV.' NM6't ISSOPLRs OT�14 LMn 6y GIW Ly - a^MN W* G A P aN CITY se m a aaon�ra a F ,� �NTC ru arr Lr nec ACED' V HNY SNWNWW a j A / c xvmtt a wIw NO BENCHMARK 9� Z- —1 f AatPlm er l.Jt_ pUF cT�/ USED * "" "a T' ,� MNRW N•HN.: .. iWr llYidR MARGARITA ROAD 01• STA: 169+00 TO STA: 191+00 O N.GE Na SfW WAN-IJ ROE flIL9 11-JI-11 Swf z1 aI .�� LA SERENA WAY I 1 W1 IT I I S V 0 � 1 m / R o MY so PAIMIN � I o i ? a v rc C ) MARGARITA ROAD PHASE 1HONOR DRIVE N \ F ` \ cWMncTW TO WALLOP DEr TR IN cna AND LLFT nAW n ♦ POQ(ET AREAS TALL 0 ClivBb N 2 ✓I ` \ W20-1 0 Mir 2 ♦ _ _ _ _ \ �_ _ _ _ _ — — _ _ _ _ _ r W 4 _ — — ♦ r\ I� a h m 1aY+D u 1ao+oo 1aB+oo _ 4H 7+oD L ' / � w1 DD � r:I ��:� � c 1a3+oo _ _ _- I ram; — — iu < o a Y A _ '— •, —� —�oD — + Fa A'LnF h Ech �+, _ . cuf � . LL wi o I I 1 t m I • � l IW20-1 m CW.W AT ALL BE CONTRACTOR SHALL MAINTAIN ALL MSMIC Ol A0 AL THE DMKWAYS ARE DEPICTED AS BEING CLOSED, CONTRACTOR$ NQPK SHALL W DONE BEiWE£N ME HWRS OF I V1 y WRONG CTWSTtUCTW. THE NOEO AND SIDE-MWNTED 9tl15 WRWpIWT THE PROECT UNITS THE CONTRACTOR SHALL MANITAM ACCESS TO AW EfRM T:SO AN TO 4W PY MONDAY TIRWW FMOAY. E XNVNG I 91ALL BE HAR WN . CONTRACTOR DWMNC WE WRATW OF WE PGT NHE CONTRACTOR FROM ALL CtOkNMAL AND FESINNTAL DRI"AYS NOWAM CEMATW FROM DIESE HWRS NNL NOT W FQR SmffPITS T CETE ZOO ZCWES $HALL NEMVDRARµY RELOCANE SIGNS AND SIGN SMPORIS AS THRWCIIWT WE PFDECT IIMIIS. 1HE CONTRACTOR RILL BE I N NECESSMY AD.USIMENR R1 TK ZONES YANY PMES AS OEEMED NECESSARY AND INSTALL 1EYPO ARY ALLONED W OLDS" SAID DRIKWAYS TO PERFORM TIE PE TIN KTHq/T INS %TOR MW TQ` THE HAZARD TO I I m SIGN SIPPCRTS AND FWNDAWNS IF NECESSARY AM AS REWIRED NORK DURING TIOS PERIODS WIN ME EACEPT M EYEFI£NpES MNALNNG INYEDIAIE HAZARD TO s ITE CONTRACTOR SULL KEEP EACH TRAMC SWN'AL IN BEE DEPCTED BY TIE ENONEER BUSMESSES ARE CLOSED UNLESS PERWSSIW 15 GRANTED PERSONS OR PROPERTY. YUKON ROAD t 7� P CT LANTS O^ERAMNAL AT ALL TMES NJFWG FRO,I ME WSTNESS ONNER TO LOOS THE CRR£WAY DURING ry CONSTRUCTOR W ACCOWMM WIN THE SPEO.LL M1,19W CONTRACTOR STALL COHF SIGNS MAT CDNElICT MTI BUSINESS MIJRS IF A TEMPORARY aOSZRE OF A PWIO-050 'S - EIAPMMY (HARD MRE) MDEO DETECTOR MTEM (WS5 - TRAFTIC CWMa SONS OR MARKINGS THIS COYERWC SHALL RE9CEN77AL MWWAY IS NECESSARY, ME CONTRACTOR SHALL S �s�U/L� W0.'AGKWq SM1NLT MERT 6AIS/SOPBE4///N!is OHANQS TO MAlm SIGNALS SHALL W COORONAIED WIN NLLY REY01E0 MIEN TRAFFIC CONMp. 15 NOT IN EFFECT NMEQ. SU . ME CONTRACTOR 9ULL MAWTAM AND W AH BlSm �, /AIS THE CITY AT f AST 73 HWRS IN .ADVANCE a" M C SID AG PROTECT ORE LANE 6 MFWQI TRAETTC IN EACH GMECTON, LXNNAXSWTMU yOCRAR.G MiEaMC 5TVNS PERSONNEL SHALT W PRESENT AND AUTHORIZE ANY QTANGES CONTRACTOR STALL WMOW ALL CWNCTING E SnW EAW LANE ON A PAYED TRAK AM NOT LESS MAN 11 GRAPHIC SCALE GLL IOU l/C£ (mm UaHNr NAME MV, ENNJI 011E TO 9Q'AL OF ERATOI STRMNG BY NET SANOBLASTNG EEET M MOM. Y SIT I-B00-411-41M AS WM= ON AGS DMA fM£TS CW n A� Lp,, N'TC IW.RS BI/, P118, a)N fFp WWR WTFASEcpms Tfi E LTNIMI C wafts llQTMMTS M.4 LYWNAIED TO SNM'D POR O.O9MEs AT MINOR INTERS17C17CN$, THE CONTRACTOR Mn CCNMa CEN(SS WST BE REYDYED FWw THE ,HNFAE) By OXNa u I.OM10 m LIM AN AW 91Au MAINTAIN AND PROTECT ONE LONE a TOQIQI ROADWAY ALL 1HE WAY TO ME eAp' W WAW MIEN NOT M er Y OMBY(D f/CIO4 O ST lM'I N NffA4 IH£ TRAEFlC W l WT DIRECT A E12 IN ON A PA 1£D US INS Np%86 DOS gTORE TW Lr,O LEN/FAO TIF MCLCC/ 1RA1flPAM NOi IE55 MAN 13 FEET W MOM. � ..= nU n INS�FC�9R W2 N LO67M2TKW MC010 DIN' B/ I flCLtO]b' ALTO qIE I aAlry/ Y4M 9K' IM9M E A59w °aW"O S' a°"' °xGe° S' C/TYOFTEdIECULA °w"° M' f7 .,, uM. SIT a m a � M'm � T"` DEnun�rxT a nax. NOxa' NO BENCHMA F It ByO ,�' N ' ✓u y1L�+• 5 i� mE M� RK MARGARITA ROAD amo, DIM% lV DANItLLEE /�'ex3.[P 0 Or RCE .mT9a Ewa uar-u RCE N, nrw Ey..m. uar-Ir & STA:�149*73 TO STA?735+•00 sr,..i�z or 30 RANCHO CALIFORNIA ROAD N I I � IR L110N W -- — — I Tit IN TIM iF1L LER TM Mn I W A � M O O W I = o O V1 N + W M) W h V1 Z C >, a 1 W20-1Zit Wy Q IL 1 I I a Al F z MARGARITA ROAD PHASE 1 a a TRAFFIC CONTROL NOTES O Owl SKI , R SIGIN G Lays CONTRACTOR WORK HOURS. Q d C MACRIR 44VL PRONCE NOEO OEIECMN AT ALL NE CPVIRACRM SMALL MAINTAN ALL EWSTIG OYERHEAO AINll NE gUME71MYS ARE OEPICIED AS BEWC 0.OSED, OONMACTONS NOPN MALL BE OCHE BETII TIE HOURS OF Al ffi! S CTONS DUI CMSTRA I. ME NOEO AM 90E-MgHrtEO SIGNS NROi TIE PROECT Ul TIE CONTRACTOR 41ALL MAINTAIN ACCESS TO AND EGRESS 7.W AM M ASO PN MONDAY Mill ITU(MY, IDUMUDINO CETECMAV EQUIPMENT SNAU BE HOMINV EO. CIX1MACOW OUWM ME DURATION OF NE PRQ.ECT. NE CONTRACTOR FFgI ALL CpAMERLIAL AM RESICENIIAL DOVEWAYS HttI0AY5. OSMATIXi MOM MESS HOURS I NOT BE SiBE RESPCNSIBf£ I MAWTN G Dili SI1N1 TEWGSAFIIY RELCGIE SIGNS AM SONSUPPORTS AS YNF GMWT ME PRi i NE CMMACIOP IBE pERMITTE) WIMMT ME I CONSENT CE THE ENOWEER a AM MAMMON. NECESSARY ADAISIMENIS TO ME ZONI MANY HIRES AS CEEMEO NECESSARY AM INSTALL TEMPOPMY Alli TO QOSE SAID OFWWWAYS TO FEBEQPM ME EXCEPT IN EMERGENOES INYOLNNG IlUffil E HAZARD TO 9pl AIRPORTS AND EWNOATMS IF NECESSARY AM AS REWIRED NOW OUNM NOSE PERIWS WHEN ME PMSOyS M PBO IY _ THE CWMACTOR SHALL WEEP I Pill 9MAL IN TK OIRECIEO BY THE ENtlNEER. BUSINESSES ARE CLOSED lAii PERW59M IS Girl Jill i OFERATWAL AT ALL TIMES LYMING iME &19NE55 OWNER TO 0.05E THE ORIKWAY OINbNG CMSMUCTION W ACLMOANCE MM ME Sill MASON CONTRACTOR SHNL W" SIGNS THAT COMI WIN BUSTIESS NWRS IF A 1EMGORARY CLOSURE OF A 'TEMPORARY (HMO Ill NOEO DETECTION S15TEM IMAI CV I SIGNS OR MARRWGS THIS COYEBBIC STALL RESOENT& DRIVEWAY IS NECESSARY, ME CONTRACTOR SHALL BE FULLY NEMOI£0 MINION 011 CWT IS NOT W EFFECT. COOMilNATE WIN ME OWNER TO CEIERMINE ME THE PERIW O ANSI M 011 SIGNI SHALL BE COOflHNATED VAN OF ME CJOSURE ME CONMACTM SHALL MAINTAIN AND ME OTY AT FEAST ]T 1 IN ADVANCE. OTY Mill seal PROTECT ONE LINE OF TIM II MAFTiC IN EACH DIRECTION. NOT LESS NAN 11 ppt5a1NE1 STALL BE i AM AUMORIZ£ MY CHMC£S CCNMACTM SHALL REMOVE ALL C CTIC i EACH i ON A Ili Pill TO SIGNAL WMATM. SNIPING BY NET SANOBLISDNO FEET IN WON F MWM WOUtmCTbK MAFTICL pli DEN(FS FOR QOSNTEB AT MWOP W MRSECTMS THE CONTRACTOR MAT IC COMMIX DENc£S MUST BE REl I ME WAU MAWTAW AND PMTCT ONE i OF MRgMAI ROADWAY Al ME WAY TO ME BAG( OF III I NOT W MAFFK W EAOI ORECTON. EAM L E ON A PA4E0 US". MA1£IPAM NOT IFSS MM 12 FEET IN WON, Pwfl 0111L/ u,WF,xmuRB s[Rxrr AIMI F9E T3AIS B , w MS GRAPHIC SCALE E RERfM SAODZ 0 20w i30 OArt Way (WLRIM M M1F E9 aMaITA slims cW TF aETE1WD BY. FlNLOMiNG Fg i RW. P12& m Q L1m LINMYMU]£S MERE L0.1UT LO RI GIl MO �m T 4 CIXA9WNI FA WW nKILGMAN NO I e - Io a cougNEn FUE Of sT1 roNT m NFAe mr MD olhil Coil STIX£ 1a/ PG CO/lE/t O' TrY RWI£CI WffECNT OAT carsrmw'MN RLcrnD MIT W RLrlsals Amro DBE xvcN Maw sEN: Muem AECW16 ca sa Br Ba.II er Ma.e By CIrri TFMEC!1" 58 EO 0. RRUNEaIm M>Ei OfFNPT11CNf IF M/C YG�6 �°J" n,I "• • "",.• ("(,�� TA� . IMF ylyh.W a /� n s mn mE mane CINmx av: - ,.. NO BESEOMARK � .VTMAOaY Vl. OL�_n.._ i -lI .mrTD erill MARGARITA ROAD i Su-�- I.� oA n.0 STA: 35 00 TO ETA: 277+67 ,• c°"'°""° "L'aw R.cE .Taws am-u acE mro P rsar-rr4 R23M30 i SOLANA WAY VIA LA VIDA II > I � TRACTON To CE EOW CETAHEO rRniTiC C MOL PLANS FOR wJO�I T = NRR•¢CMMI ANU HEFT rURN POCWET AREAS ALL W. r \ a., m TF BaaW L \ aoW rsix -1(Ri)1 R61(PT]Tr R]-5(RT) fRd,S(RT) - D Z � _ 5rF O ` ka-in(Ri) . as i(Rr)u P5 m a ROAD4 PHA a I � o INtONDE Car MRN LANE I o AS SNOR ON 1HE %AMs I GI AS N M ED Br TYPE W BARM(.AK Ar tar (M) AT w) r I I Ar s' 0.a EHpNFIIt IN nK FlEfD y. CTl(GU ArTar (TIP) ac (�) A — d d ¢ C ® STONEWOOD a a RAMSEY COURT — — — - — — — ROAD CJ• I 1YPE M BARRICADE 1 1 1 F F IY M LJO(CA) O B CION Z TYPICAL MEDIAN CONSTRUCTION AREA woyT mE cS WEO z N MARGARITA ROAD PHASE 2 + a _ � 4 o a a� ^ a �Q m Q c L N _ tL a m � N Z � h 1 WJO-I TRAFFIC CONTROL N °*n L roAm y CONTRACTOR WORK HOURS: osCONTRACTOR SHNL PROVIDE NOEO OEIECnCN AT ALL fONl osu 5 AT INTERFFCnpI$ THE CCNMACTOR TRAI'r1C CON1 DEICES MUST BE REMONL fRCM ME CCNTIIACTCR5 K SHALL BE DOW BETNEEN TIE HOURS ON A{FECIED INIFRY PBOONS WRING O OE7F nON A ME VIDEO SHALL MAINTAIN ANO PROTECT ONE IANE CF THROUGH ROADWAY ALL ME WAY TO ME BAGY CF WAEK WHEN NOT IN TM AM TO +:W PM MONDAY THROUGH MIDAY E%aOi DETECTION EWPMENT SHALL BE HARONIRED. IX TRACTOR MAFFlC IN EAp DIRECTION. EAW LANE W A PAYM USE HIXIOAYS CENATW FIRM THESE NWFS WIT NOT BE SHALL BE RESPp19Bf£ FOR MAINTAINING DETECTING ZONES TRAYELPAM NOT LESS MAN IT = IN W10M M10EIVIIS PERMITIFD MMWT ME PRIOR CONSENT OF ME ENGNEER AND MANMG NECESSARY AOJISTMENTS TO ME ZONES 5IMWG ATHOUGH ME MW WAYS ARE DEflCTED AS BEING pDSED. E)OC T IN EMERCENpES IN VOLMG IAMEIIIATE HAZARD TO ME COVMACTIM SHALL MAINTAIN ALL EASTING ONFHEAO ME 0.'YVMACTpt SHALL MAINTAIN ACCESS TO AND EGRESS PERSONS ON PROPERTY. s ME CONTRACTOR SHALL KEEP EAp MAFIIC SIGNAL IN THE ANO SIDE-MOONED SIGNS MRpNYIWT ME PROECT LIMITS FRpI ALL CCMMEROAL AND RE90ENnAL DRIVEWAYS Pwfo4m S PROECT LIMITS OPERATIONAL AT ALL TIAES DURING WMNG ME DURATION ON ME PROJECT ME CONTRACTOR MROIpIWT ME PROJECT LIMAS ME CONTRACTOR MLL BE CONSTRUCTION IN AC ANCE AI ME SPECIAL PROVISION GINS TEWOBAMLY RET.00ATF SIGNS AND SON SUPPORTS AS ALLONEL TO CLOSE SAID DRIVEWAYS TO PERFORM ME �J! BU��� L B.GS/S OFBEAN/N(i.4 TRMPQP'Wr (HARD MRE) VIDEO CETELTIOV SYSTEu (ws).' MANY SAPI SONS AND FOONOAnONs F NECESSARY AND BO� s�IMOOSEGD ONN= PERosE MISSION IS THE L LMEAG,GMM $FANCE.MLRI I CYIANOES TO MAFFlC SGNALS SHALL BE CCORONATED MM FRW SS OURS, OWNER lO CLOSE ME E OF AY WRWC DIRECTED BY ME ENtlNEFR. CW4PoYMTfS AF£ B4YD IXV A6 ME pTy AT LEAST ]T Np/RB IN ADVANCE. tl1Y 1RAFTTC W4NE55 HOOFS IF A 1NEP SSRr . ME (R OF A NAM:gLAY LYRAAM'G MFEHACE SrA PEFSOINEE SHALL BE PRESENT AND AUTH MM ANY MANGES LONMACTOR SHALL COYER SIGNS MAT CCNFIJCT WM RESIDENTIAL DRILEWAY IS NECESSARY, ME COVIRACTOR SHALL MT GLL 1W lMF (CPRe IRNZING NV ATA fA%N MM TO SIGNAL O°ERATCN.. MAF CONTROL SONS ON MORNINGS MIS COIFING SHALL C DINATE MM ME OWNER TO DETERMINE ME TBIE PERIW b 0 30 Co Ftf FAT 1-9.N-S11-{lJJ 'O GN • 61TA SHE15 ON PE BE ILLY R IgEO MIEN MAFFIC p M%)L IS NOT IN EFT£CT CF ME C10SIRE ME CONTRACTOR SHALL MAINTAIN AND V. MOIKkC F1yM5; Bf1, PIPE, P171 (AV PROTECT ONE LANE OF THROUGH TRAFFIC IN EAM DIRECDON. � eoaeDRAm' IWRF ecwNRrtn m GATII9 ( M Tmrt ) EACH LANE ON A PAID ORAL AM NOT LESS MAIN 11 J OCIMNFD AC ST Po FO " M CONTRACTOR SULL REMOTE ALL LONFLCnNG FNISTNG FEET IN MOM. 3 ben = AO rt WSPEcrw SAFE IND M B NK A3 IW OG GTRFR OF INT /0.NA`G. STRIPING BY T SING ararM.rnov Rfi=) ME BY aYEEWs Axb as BiND4 UW .suL. MMa s tswcurze LLuynef Br Ro.., IA aar.r Br C/TYOFTEMECULFO Gentw .n °"�'4iY ii m m n m BP �toB a wac Nova i..a (•>�s D, ruxs Fan we macro ramu OF - NO BENCHMARK MARGARITA ROAD UJ USED A � . ' 1 LEE �. eom,.�e„ @mac ICE ,rose FyWF nr-rr-rr RtE a�Inas -0; raar-Ir STA: 103+92 TO STA: 125+00 24 or 30 sn..r PASEO BRILLANTE v N Ca i 1 1 W T 2w O N O y h N w rn 0 7777 _ — - - - F6-I(R . . 1Fa-5(BR6-11 AT) _ - - _ � iN20-1 T m v moom !£FT TURN LANE Z " 1 MO-1 AS SHOW ON ME PLA„5 ROAD PHASE 2 m n LU CR AS WFECIFU BY TYPE IN BARRICADE AT 100 (iYPf AT 25 0 O AT 5- OC. ENGINELt W THE i1E1D f CZ)(CA) AT M' fMj (aG (TYP) A m T s s a { T p 1 L c a — - — - — - — Al z h v C TrPE p BARRICADE F d U' A LJaC.1) AREA S F TYPICAL MEDIAN CONSTRUCTION < m ARGARITA ROAD PHASE 2 z a1R LON a m O TURN 5 P X T B NOAB REd1 } ru ^� O Q + '_-yam BBEEf1ruL ( o a L y bQX m _ 1 n �d1 rn f FORCLOSURES AT MTE„SFCMMS THE IXMIRACIIX!D iRAmt: nlV 1Rn nl1CFT SHALL NAWTAIN AM PROIECT OW LANE (Y 1NRWpl - A- TRAFf1C W EACH ARECMX6 EACH LANE ON A PAVED TRAMC CCNTML OENCES MUST BE FFWOVM MOW THE CONTRACTOR WORK HOURS: TRAFFIC CONTROL GAOL NO 2B._ TRA VULPArN NOT LESS MAN 121 T IN WTOTH. ROADWAY ALL THE WAY TO ME BACK OU WA WEN NOT IN " CONMACTWS M W SHALL BE DONE BETXEEN ME HOURS OF s SOONG U 7:30 AN TO Y.30 PW MIDWAY MROUGH FRIOAY. EXCLUDING SSMALS AN CLWMACTgi SMALLS1PUNDUN MROU ALL E THE XCT LAO DWWWAYS CONMALMOUG„ THE DRIVEWAYS ARE DEPICTED AS BONG CLOSED, HOUDAYS OENARPV FRCN THESE HOURS ll LL NOT BE AJTFC 1iAR SECALL ONS D C NSTRUCTIDETECTIO AT ALL I DURING 4C ME DURATION TI N OF HELM ECT THE PROECT UMIS „W GGN,MACRW SHALL MAINTAIN ACCESS TO AND EGRESS PErNGTTED MTNOUT ME PRIOR CONSENT OF ME ENGINEER AiFEC1E0 WIERSECRIXiS DURING CONSTRUCTION. THE NOEO OUMNG ME WRARpI OF THE PFO.ECT THE CCNIRACISR RpGN ALL COMMERCIAL M'O FE90EN11AL OFIKWAYS EXCEPT W EMERGENCIES INHILNNC INYEMAIE HAZARD lYl DETECTION Eg SULENT SHALL N TAINVIG D . CONMECTMT CRWZONE I SHALL RUES AS DEE RELOCATE SIGNS AND STAChf SUPPOPI$ AS MRCUGIGILT THE PRO.ECT IAWTS THE CONMACBV MILL BE PERSQNS OR PROPERTY PW'/O-OSB t SHALL BE RESPGNSSAR FOR MAT„ TS T OEIE ZO ZONES MANY 11WE5 AS AND NECESSARY A„D INSTALL IENPLMNtY ALLOXEO TO CLOSE SAID DRI"AYS TO PERFORM ME AM NN(WG NECESSARY A0.VSiNEN15 1O THE ZONES I SIGN DIRECTED By T AND FNEElt 1CN5 1F NECESSARY AND AS :OSB!/ILT' IBIXM.WXM YAM'F NfRI ��B/80FBE.JR/N(I8 DIRECTED By THE E„QMER. BUSINESSES xUR WM„E MOSS SERIOUS WHEN G E (: THE LpI1RAC10P SHALL WEEP EACH 1RAfFIC SIGNAL W 1HE BUSINESSES ARE SS 011 UM£55 PEIRAl1ME IS WAY D O m ' �� DY AYS PRO.ECT LIMNS CPERAD NAL AT ALL RNES WRING CONMACBW S AU COME SIGNS MAT CIX CT MM TRON ME BUSINESS OMNER 1D CLOSE ME CRIKWAY DURING d CQVIWLOLNY (V'EBATgG RpFNfME SIAIWM'S CONSMCDON IN ACCORDANCE MM NNE SIECIAL PRONSC_N TRAMC O)Ymm SIGNS m WARKWGS MIS BOMBING STALL BUSINESS HgIRS IF A TEMPORARY CLOSURE OF A GRAPHIC SCALE DILL AYL i/6E (C1:V8'11/19/IPG NN4i, TT1. EAYH Ml£ •TEWPQRARY HMO MRE ( ) FESIXNRAL DI IS NECESSARY, THE COYMACTYN SHALL OAT I-AMI-IS2-{I33 AS K99Im W AGS OITA PIL£]5 LW INf ( ) NWO W1ECDpI SYSTEM MS BE FULLY Rf110HD WEN MA{FTC CpI1RIX IS NOT W EFFECT COOMINATE MM THE ONNER TO DETS MNE DIE WE MFYOU M Rtt LXI,. HWl1MF.' KW!'C SEE NA M]A OlV CF ME 0.0SLRE ME CONTRACTOR SHALL MAWTNN AND RdKWIIES YORE LLMfRRB m GKYRO CHANGES TO TRAFFrc WIN SHALL BE COO MATED M $$1PWG IfYNEXED Br. In IXgK n /AMLMC THE LOCIDW AW THE CITY AT LEAST M HOURS IN ADVANCE ON MARTC CpLMRW SAC ALL REMOVE ALL CtlIFlICTMG EASTWG PROTECT OW LANE OF 1HRWU' 1 1FAFFlC W EACH DIRECTION, ttW9YD FAOUR OF ST Po N NW M£ P SOV„EL STALL W PRESENT AM AUMO% ANY CHANGES STPoPWG BY WET SANWfA51WG EACH LANE W A PAVED MAIELPAM NOT LESS MAN 11 ( W ROUT ) ryp INAd'AG p115 gTOg ryU GIG CLNRR IK Rk PMIdCI TO SIGNAL CPERAMV fEEl W N1DM. I B h 40 tt INSPFCTO? OAT d N6TMCBp: .KLq(D MIE BY MN3b6 NTD p11E ft'ACY/ LLV4T AAL WAE E 4[NLW1E5 D"'AeO ° Cry Pp4eO �' w C/TYOFTEMECUL.4 AUMI N° JRwlw �1LL fCCYp In 'nl Im . I.•I 'u-im liwb S9s�l G DI RNI5 W ME TNMCC CP TTIENT GE FLB,C N11IBT c NO BENCHM4RK wUSED • W °"° Wrl„o,P„MA ,W�iN„L,�MR MARGARITA ROAD 11109 11�T1-ll STA: 125+00 TO STA: 147+00 RCE 89t { NJ/-/S R.CE E SM1reH 25 0l 30 AVENIDA CIMA DEL SOL N 1 4 I I I W ~ J I I 3 hwsD-T r I � W m REM K ALL CCNfllCPNG 180 MNIIE SPCA-DOWN TABS f0.P IT-NRN POLY(Ei IFfi-NRN T W � _ _ 51RIPINC AS REWIRED IOU IMPLEMENiAPPV SFE DETAIL BELOW W b � _ Cm � 1 s ca • , QD 6-�I(Rn -. 3- m V1 5 77 NRN i PE(EW B EiAIt BELOW I IOU' WHOE SNCN DOWN rags AS SHOW a n ti I G FOR -NRN PIXYIE +O Q IYIE FEET TURN LWE'f • HIV IMPLEMENFAPLIV PPO w DI Z GRAB pRECDDE PLANS fER BY T)PE M BAMEI•AGC AT IW ilP AT T3' W2C-1 W20-1 O AT S' 0.4 EIXiNEER a DIE FIELD ! Cl(CA) AT •Yq' (1W) 0.4 (Em)fi I _ (TID) I I 1 U dA a I CA LABRIA DRIVE MARGARITA AVE7A /�ON�A ROAD PHASE 2 Q. TM III BARRN.AOE II I i ( a t C.NI(G) 0 AREA I I F a TYPICAL MEDIAN CONSTRUCTION "20 'I � ' J / 0 ISOU DONFLICING� _ — _ ^ W 5IPI%NGA/5 ftEWIPEO _ _ b RS- R6 A _ _ W 1EMPlXARr NO pgpRyy(, A) _ a n a m m F m P} R t _ - c O Q 26(CA) A' ➢ RLPaARY NO p ,O zo TRAFFIC CONTROL NOTES W A z x m BI yGNAls 9laWD OAHAEW'AYS CONTRACTOR WORK HOURS. 2 A CONTRACTOR SHALL PRONDE NDEO DETECMW AT NL THE CONTRACTOR SHALL MNNTARI ALL EASING Ol9MEAD ALTHOUGH DK DJU4 AYS ARE DMCG D AS BRING CLOSED, COyTRAClIM$ MPPI( SHALL BE ObIE 6EI11EEN THE NWRS Q` AFFECTED INTERSECPOWS WHINf CCNSTRUCDa. TEE NDEO AND SIDE-MOUNTED SIGNS THROUGHOUT THE PRO.ECT OMITS ME Ca1RACTOB SHALL MAWTAHL ACCESS TO AND EGRESS CUN A TO Vi PM MLWL B THROUGH FMDAY, HE HD G OETECDON EWIPNENr SHALL BE HARONIREU. GWIRACEDR DURMLG ME CHI O ME PRE ECT THE CONTRACTOR RAW ALL CWMEROAL AND RESCENPAL DRII£WAYS Z30 = SHALL BE RESPONSIBLE FOR MAMTARANC CETECING ZONES SHALL TEMPORARILY RELOCATE SIGNS AND SIGN SUPPCQTS AS THROUGHOUT PIE PRGECT LMM THE CONTRACTOR WILL BE HCUDAYS GERA ION ERgI MESE HOURS MILL NOT BE AND MAKING NECESSARY ADLSTMaTS TO THE ZONES MANY DUES AS DEEMED NEC£SGRY AND INSTALL TEMPORARY ALLOWED R) a0GE SAID DRNFWAYS N PERFORM DIE PERMITTED WITHOUT ME PRICR CONSENT OF ME ENGINEER Q N SON SVPPaTS AND F"DAIbI$ IF NECE Y AND AS REWIRED M DURING THOLE PERttOS NNEN DIE EXCEPT IN EMERGENCIES YVY VNG IMMEDIATE HAZARD i0 4 DlE CONTRACTOR SHALL KEEP EACH TRAFFIC SIGNAL IN THE g CTED BY ME WONEER WSNESSES ARE CLOSED UNI FERIAISSON IS CAMIED PERSONS OR PROPERTY PROECT OMITS CPERADaA. AT ALL PINES DI FR W THE BUSNESS OWNER TO CLOSE DE DRIVEWAY DURING i CONSTRUCDa W ACCORDANCE WTH THE SPEBAL PRONSa CONTRACTOR SHALL COVER SIGNS THAT C CT WDI BUSNESS HOURS If A TEMPORARY CLOSURE BE A Pw7 B L 'TEMPORARY (HARD ANNE) NCEO CETECIa SYSTEM (VAS)._ TRAFFIC CaTRa SIGNS OR MARKINGS MIS COHERING SHALL RESDEHPAL DRIVEWAY IS NECESSARY, ME CONTRACTOR SHALL c LI A'M ,¢RMF y(RE BAS/S OfBE.aR/B(sS BE FULLY RBWO ED WHEN TRAFFIC CONTROL Is NOT W EFFECT. CIXFWNATE WTH THE OWNER TO pEIERWNE nE IMF PERIOU ORANGES TO TRAFFIC SIGNALS SHALL BE WORDaATm WITH CF THE aosaw THE CCNMACTOR SHALE MAINrAW AND ASBU/LTA m 1-1 THE ON AT LEAST 72 HOURS W ADVANCE ON TRAFFIC SPGFING' PROTECT ME LWE BE THROUGH TRAFFM W EAa OIRECIa, y � C4dW'UES ARE RGSR ON AQL' PER3'NNEL SHALL BE PRESENT AND AUTIfORYZE MY aANOS CONTRACTOR SHALL FEWOW ALL CO FIICTWG EASTWG EACH LANE ON A PAV TRAVELPATH NOT LEA THAN 11 rovrW.wxr BERIR1G .4fi(ABA2 SE" ro gcFFAL OPI smwNIG BY NCT SANDBUSTWG GRAPHIC SCALE GYL 1OL FAF r I/l1/nNC NHaE 1:p2 FATYI GEE FEET IN IMp,H.of ON n I-&AD-Imo'-I).T.T As M9B® a MS aA SMR74 BI TK MWCR WTFRES AT AS TRAFTC CCNB IM'N(SS RS ExP PARTS BILL l J LUMMNDS HERE Commu m TV GROUND BRIP FOR LYOSIRES AT ARBOR INIEPSEC1NMl$ TIE CCNIRACTCR iRM1C CW1Ra CEMCE$ MUSr BE REMOVED FRCN THE RENTING) BR � p.A. Lam , A'O SHALL MAINTAIN AND PROTECT dlE INIE BE DBlala ROADWAY ALL THE WAY TO DIE BACK O' WNX WEN NOT W QiWFm FA GE SEE M? N MM TlE TRAFFIC W EACH ORECTICN. EAa LANE ON A PAVED USE ( w TxsT ) FIND YOQVA` OUTS mow p/ BIG ONTER O PE RP]LA. TRn VELPADH NOT LESS MAN 12 FET.T N WDTH. I L=b - AD n WS'ECTM GAT CBEFMF9EW Aow GEE BY gfNATS ALC9 GEE BEACH ~ p SGL Wa6 • A4LV]M6 D.owq OWM B. B.r4 � — � IEDa�vEm Br l GEE; CITY OFTEMECUL,4 P01� "q _• NO BENCNAbWK �� uw rW WlaWT a ADSPDn Br N./c AIIB iq TK AIFi1C OSIIRI R: USED /p -(( u a s I/ lomo CLO W DAMEL LEE roM vBec WeWilm nWmr MARGARITA ROAD i °' We SBA6 D Wa mar-r.r p,� mo EW,I.K ran-n STA: 147+00 TO STA: 169+00 ELM 30 N I I If1YC11AFY NO PMKWL � AVENIDA, w M2 7IBIA CA m o _ J W20 IT �W W �OOWI TABS fOR IIiT- C4fk11fAV _ _ 41 I 1 4 a(CA) = ., . _._.. .: .�pse(u) azs DA B2B(CA)y _ — . O __ _ • �• • _- • • _��. _ 1 1_.___ W • 1. - -_ l—_mil-_LT1- O O Ra } — O m u i . O � IT ' ♦ co J V1 sEE DETAx stow Fm LEn- POGIEr 2 .YgpOITAMN J w 2 J ti O Q W _1 PFONDE IFFT NRN (A1.F AS W O Q TIDE w BARNCAGE.k AT 25 ry AT 5( O.C�) E GNEEN IN TINE i1f10 ! C1 G) Ai MARGARITA ROAD I I PHASE 2 - - - - -a - TEMPORARY HO VAN(MC a C - 0. 0. / TYPE M BIPoECNX C At cn(u) TYPICAL MEDIAN CONSTRUCTION a coNr—',cnNG _ _ h a 49VC All OUIIRFLAS - - - - - 2$ e reP_5(Fr \ Of �r Ra- ]n ITTV6 II) Of Z c l --� ci m -nary Vo�aa NP rvtrernnaNF+ (lA> ao TA( klmtcAa - MP(EMEMnp�pq�` V C Q pAr P� Q TRAFFIC CONTROL NOTES 0 v� ^I•"'=' �"'•— SEGMENT ORWWWAYS CONTRACTOR WORK HOURS: IS - CONTRACTOR SHALL PFONOE NDFO DET VON AT ALL THE ECTBACTCR SHALL MANTAM All EXISMIG OLEFWEAD µREII TEE DFIYEWAYS ARE IX CTD AS BEING CLOSED, CONTRACTOR'S MQPK SHALL BE DONE BETWEEN IXE XWRS OR 0 AFFECTED WTERSFCTIMS DUMNC CWSTROCROIL ITT NOEO AND SIDE-MWNTED SIGNS 7ERWGHWT THE PROECT EANT5 ME CONMACT(M SHALT MAINTAIN ACCESS TO AND EGRESS T.y) AN i0 S l( NOWAY IXRWpITW EEN , EX METES V a L DETECTION EQUIPMENT SHALL W NARDMREO. CWMACTOR WRING THE ORATION OF THE PROECT. r COVMACBW TRCM ALL C AL, AND RESIDENDµ ORTWWAY$ tG SNAIL W RESPONSIBI£ FOR MAINTAINING DETECTNG ZONES SHNL r OFEARNY FEL IF SIGNS AND SIGN SUPPORTS AS MFWGHOIi TNT PROECT LIMITS. ITT CONTRACTOR NLL K RII DENADCN FBOI THESE ME RS MLL NOT 6E Q. N AND MAPONG NECESSARY AD.USTMENTS TO THE ZONES. MANY TIMES AS CEFLFO NECESSARY AND INSTALL rEMPMAFY ALLOWED TO CLOSE SAID OFLEWAYS M PERFO%I ME PERMITTED WTIWT THE PRIOR CONSENT OF THE FNGNEEF SIGN SUPPORTS AND FOLMATIONS IF NECESSARY AND AS REWIRED MCRK WRING THOY PERIODS MHEN THE EXCEPT M EMENYNGES NKINNC IYYEDIAIE HAZARD 10 4 Gl THE CORMACttM SHALL KF EAOI TRFFIC A SG ENGINEER Nµ IN ME OIRI BY THE . BUSINESSES ARE CLOSED UNLESS PERWSSIW IS GRANTED PERSONS OR PFO'FRTY. Z PROA:CT OWES O ATIWµ AT ALL TIMES WFNG FROA INE WSPBSS OW0 TO aD ME DRI"AY WRING ry CONSTRUCTION IN ACCORDANCE NM ME BENI PBONSEN COVMACTOR SHALL W1EH SIGNS MAT COVRICT NM E INE55 HWFS IF A IEIMPOiARY CLOSIFE OF A PWIE 50 TEMPORARY (HARD MIRE) NCEO CEIECTICW SYSTEM (IDS). MAFFIC CORMO .SIGNS OR MARKAI MIS WWRNG SHALL RESId 71µ DRIKWAY IS NECESSARY. THE CONTI SHALL B.GS/S OFBEAB/NGS BE NDLIY REL01T0 MMq' MAMC Lg IS NOT N EFTECT CWgGNATE WERE MF OWER TO XTERMINE ME SEE PFRIW ASBU/LTA UIOBAM 4RW.E MFRI CHANGES M TRAFFIC SEGN S Sffl W COORGNATED WITH OR ME CLOSURE ME CONTRACTOR SHALL MAINTAIN AND O MI6 A d D �, AILS ME GTY AT LEAST 74 HOURS M ADVANCE. GAY TRAFFIC SIDWJtl4 PROTECT ME U E OR THRA)GH TRAFFIC INEACH OFEGROV, CMIINWOAY WES4W F ENTwE SIARH.WS PEBSOM E SEI W PRESENT AND AUEMBMII ANY CHANCES CCWMACTOR SHALL ROOK ALL CCNFlJCTMG FMSTNG EACH LANE ON A PA1E0 MAY AM NOT 1£SS MAN 11 GRAPHIC SCALE CNL BILL FRE (LR31 UIIVZM'C INNS; "0 EACH NT TO SGNµ CPERAROV ST IPNC BY MET SANDBLASDNC. FEET N MORE. OAT 1-fXG-IIY-I/SI At F1'/ft/SNEO DN RMS NTA SHEETS ON EW FCE ER,TLLGMiNG PJIMS: GIIE, PIP& P111 EAT FM INMRSFCDONS IF c (SNM(X DII FOR OOSUFES AT MINOR WIERSECBOMW ME CONTRACTOR TRAFFIC CCNMO INI MUST BE JI FROM ME awIIED BY. �L EVENING IXEME LL(CIIIXW SHALL MAINTAIN AND PROTECT dlE LVIE OF, MFOIGI ROADWAY µ1 ME WAY TO ME BAG( OF WAIX II NOT IN U yI p0,yI I OMl D II O S-T POINT IT NGP IIE TRAFFIC IN EASE( ORECMN, EACH UNE ON A PAKD UY. 1 n - 40 It 1M XIMKgC d15 HFORC IW OG CENIIN CT ME MGKCI MAKLPAM NOT LESS MAN 12 FEET IN MIOM. m� MSRrcm OAT QLWSRFLCRNN FLLCWJ MT ar I 4TOH MW STAI: IINOE M A®.]AlF3 By - i`.I v v ,. G Gnu BEEnMOtm Br s d s .M ,..C/Taneroa cr nr OAF Ei aw�� D••.+v Ie G ALYFPIED Im p S� m L F G -lv - ff au�HA�RK * w L E °"' HM MARGARITA ROAD �� c �.e CA B.Gc rase' Lo,Ir-rr B.uE orN E rur-rr STA: 169+00 TO STA: 191 +00 i SEINE 27 of 30 AS PROVIDE S4O NL`ON i TURN N OILILANE G LA SERENA WAY OR AS WRECRL BY TYPE Ip BARFICACE AT 1M' (TW) AT 25' AT 5' OC(nR) ENGINEER IN THE FIELD & CT](CA) AT 200' (1)G) OC. (TYR) i I a _ d d _ . _ W40r1T ® I Np PM'"" iFpCTCR TD DEIELCP D0T A,, IWnIC _CCNTHOI PLANS FM INIJJJJEF5FLi1PV AN LEFT NRN REMDK ALL LCXRE6NG_ _ � ' SIRIPINL AS REDO=REO TYPE dl 9MMCME W)RKO �T� 26(CA � TYPICAL MEDIAN CONSTRUCTION — � 26c J i e v �L30 0 oo, iRA-7A(RTa, 1 . ,.Nr, ✓ �. - I r /TcIGA� 33-4 -1/ �A RT I' ,f .� (7 :.n .a I a � Ia,yl h mRNARN PLCNEi IMPLENENTADCN ftR6(GA) TARS FOR LEFT_ _ , F2A MLfIE 511IX� I _ _ x I , 1 �IUAL / PPY ND PARKING P Y tiQ O O O � Q � h m V�V c = MARGARITA ROAD PHASE 2 �e T^ HONORS DRIVE c \ CONTRACTOR TO 017�0� r FFlC TRA coNma PUNS FOR wTERYcnM AND fLFT nwl r OIREcnMS m a ws0-1 I— 2 .a7►' 'T"' _ r_ OR _ _ FEMOK Au PDR Iss WILE snCN-DOW TAes r F N 2 STRIPING AS <. L£Fi-TURN POLY(Ei INPIfMFNTA w 4 (n a Z m I 0 o a � � 4 Y 4 D � rn k W o CL 0 f RP S NNG MAYSUUNIKAUfUK MIKK H FvomkcV0N AT Au THE CONTRACTOR SMALL MI ALL EpBMIG OLERHEAD ALD OGW W Mp An ARE DMCn As BEING CLOSED, WRING CCNSTRUCnpI. n NDFO AND 90E-UY INTED SIGNS THRWG+N T DIE PROXCT LIMITS THE CONTRACTOR SHALL MAINTNN ACCESS TO AND EGRESS CONTRACTORS MYFK SMALL BE IX.WE BElMEEN DIE HOURS OF T.]0 AM TO 4:JO PM MONDAY TIRWGH FRIDAY. EXCLUDING FOR BE MAINTAINING CpNG ZONE WRING THE OURARp1 CF TIE PROTECT THE CONTRACTOR FRpA ALL T PRE PRO AND NITS nAL ORS&WAYSCONTRACTOR HWDAYS DENARON FROR THESE HOURS WLL NOT RE (] SURE SAR FCR MAFITANTS T OTHE ZOO ZONES SHALL RES AARILY FET.WATE SIGNS AND SIGN SUPPORTS AS AUOWHWT PRE PR AID O (WRA nlO COVIFACTDI WLL BE PEpMI= WIHOUT THE PRIM CONSENT OF THE ENGINEER NECESSARY A0.USTMENIS TO THE ZONES MANY HIES AS CFFNFD NECESSARY AND INSTALL IFNPMARY ALLOM➢ TO DOSE SAID DRh£WAYS TO PERFORM ME EXCEPT IN EAIERGEEIdES INVO NWG JM AM HAZARD TO m ME CONMACTM SULL KEEP EACH TRAFFIC SGN L IN TIE g ?FcT)PBYY THE MuNE£R.AnVON SJTS AND MS /F NELE55.UtY AND AS BU.SINIESSESSAARE CLFIOSED UNLESS PERMISSION IS NE ORPERSONS OR MLWFItlY YUKON ROAD "O PROECT UNITS O L ATONAL AT ALL DUES DURING MOOR THE BU9NESS OMER TO CLOY THE MIY£NAY WRING = CMSTRUCRON IN ACCORDANCE W TN DK SPECIAL PRONSW CMTFACTCR SMALL GDYER SIGNS THAT CMNCT MOI BUSINESS HOURS IF A TEMPMAFY CLOSURE M A PWf"50 TEMPORARY (HARD WRE) MCEO CETECRON SISTEY (YOS).' FRANK TOYONX VMS M MARKINGS THIS COVERING SULL RESDENDAL DRIVEWAY IS NECESSARY, THE CONTRACTOR 91ALL BAS/S OF@EAR/NG'B W FULLY RE WD WHEN TRAJMC CONTROL IS NOT W EFFECT CCMgNA1 WTH THE OWER TO DETERMINE THE nME PENNON ASSIAL7' U AW ,SFFM'E ALERT CHANGES TO TFNFTC SIGNALS SINL W COORMATED W TH M THE G.OSUFE THE CONTRACTOR SHALL MOUNTAIN ANO o Ctt✓mgl6 A4£ BdSEO W, MS TIE CITY AT VAST 72 HOURS M ADVANCE. CITY TFAMC SM NG PROTECT ME LANE M OIRWGH TRAF M EACH DIRECTOR, O'N/IIMX#/SY CRRIMC RE2FENCE S/AIXW5 PCtSLNNEL S4Nl BE PRESENT AND AUT OROF ANY CHANGES CONTRACTOR SHALL RUROW ALL CMFUCMG EASTNIG FAM LANE M A PA WD WAV ATN NOT LESS THAN 11 GRAPHIC STALL' qU ipL fReF (DABS NARMG NN4{ 2" Ett1:Yl G4T TO SIGNAL CPERATM. STRIPING BY WT SANO nNO FEET IN WDM DAT 1-900 422-41JJ AS FSHD M NGS MiA SHR15 ON ME RCE TV FOLOIMIG MWIS. BLL P42e, PN4 GFA MOOR WTEFYc T MI TRAMT CONTROL DEMCEs L[M RS Xf.9C GYWrflNfD N GI W A FOR OOSUFE5 AT MINOR INIERYCTMS ME CMiRACiM iRAFFlC LYMIIRIX OENCES MUST BE REIIOI£D FRLW ME REIEYEO BY. LMIDYN/ES MMGMG PIE LOWON AND SHALL UAOTAO AND PROTECT ME "ME M UIRWM ROADWAY ALL 1HE WAY TO THE BACK OF WALK WIZEN NOT IN LtlBWD WICR CF SE/ FUN/ IO NEW lNE TRAFFlC IN EAM pRECnM. EACH LWE M A PAVEp USE I I�h 40 M Tp RgpM' qys glpTE 1p1 pC CNRT OF RE RAk'CT. TRAI AM NOT LESS THAN 12 FEET O MOTE MSECTPi OA IT C/TYOFTEMECZ&A <, LO'6TM2TKN .R[L'1PJ qS B/ FEV5Tl5 Am'N q1E d`RCN IMRX s � ww¢ E Amcurzs O+k+� A' 0'°m M C°'-� A' xtuuNOIIXD RrA7 cWIFp�[ / ran mF munanlfllEM a H.90 NOZCS uowrro Ab. a Na BUNCHeuRrr UQF� � iyT-IPZIPlTrIA • d� [�!- lMARGARITA ROAD U3E0 10 naM ITF N IT�4s`""`""'"`� STA: 191 +00 TO STA: 198+18 RGE w xwA waI-rA RCE NI n1M bpvm rear-rr $ STA: 149+73 TO STA: 135+00 sl,Fl 28 01 30 PLW res' MIIT STGL_NPM )ABS RANCHO CALIFORNIA ROAD � FCW ITT-)URN PoLMR rLE MENrnna � li AREAB IRELnoxs 2 NSF RI TW A LL1 TR CMI D P W - I S M R W � O _ � A--rA(LD .4c3a at (� - RB-I(RD � � 1 113-4 e t RG- (RT) R} T) (. BELOW 220J WT SPCK-CORN TA95 FOR LEFT-NRN POCKET INPLEMENTAPON C F ti 1 W20- la- e i wC i t UL I F 2 4 OFF M MARGARITA ROAD PHASE 2 PRONOE LER nIRN LANE AS SHORN ON THE BY QP AS aNELlEO BY T1PE M gA9XLADE AT 100' (TP) AT 25 a U AT 5' O.0 ENGINEER M ME FIEND t CPT(G) AT Xp' (TG) 0.G (l1P) (Tw) TRAFFIC CONTROL NOTES - O > 9QBN4 DBUEWeYS CONTRACTOR WORK HOURS dR d La11RACTOR SHNL PRONOE O OE(ECTOV AT ALL THE CONTRACTOR 9U RI LL MNNTA ALL MSVNG OHMIEAD ALTIWGH 1HE PF "AY5 ARE DmLIED AS BEING aOSEO. CONMACTOR'S MW SHALL BE DONE BfINfDI ME HOURS OF ` I AFFECTED W TER crams WRING LTWSTHUCTIOV THE NOEO AND 9CE-M0UNTD SONS TNRWGHOIT TIE PROJECT UW TS TIE CCNTlACRW SHALL MNNTNN ACCESS TO AND EGRESS T.M AM TO 4.M PM MONOAY TIRWaI MOAY, EATYUOiM OETECnOI EQUIPMENT SHALL BE HARDWREO. CONTRACTOR g G RAE WRATON CE THE PROJECT ME COWMACRA FROM ALL COMNEFOAL ANO RE9CENTAL CR11£WAIS Ha1OAYS, OENATON MOM THESE HOURS R NOT BE ® 4 SHALL BE RESPW9&£ FOR MNNTAWWO CEMCTNG ZCWES SHALL T]IPORARILY RELOCATE SIGNS AND SIGN SUPPORTS AS MROIGHWT W TWO ECT WM TK CONTACTOR RNL BE Mh&TTED MTIWT ME MOR CONSENT CF TK ENONEER b F AND MAKING NECESSARY ADJUSMENTS TO ME ZONES MANY ONES AS DEEMED NECESSARY AND WSTALL rEMPCRARY ALL0ME0 TO aOSE SAM ORILEWAYS TO PERFORM ME E% T W El/ERGENQES INICLMNG IMMMAT- HAZARD TO — - 9 9/PPCIRTS AND FUUMADONS IF NECESSARY AND AS REQUIRED WORK DURING THOSE PERIWS IMIEN ME FERSONS OR PRCVERTY b _ TIE CONTRACTOR SHALL KEEP EACH MAFFTC SIGNAL W TIE GRECTEO BY ME ENOWEER BUSINESSES ARE a03D UNf£SS PERINSSCN IS GRANTED PROJECT UNITS O AUOVN. AT ALL TINES WWNG FROM THE BUS'NESS OWNER TO aDY W LRIYEWAY DURNG CGNSMULTOI W ACCORDANCE MM TK ' 0& MWSION LWMACTOt SHALL WO SGNS MAT CCNTUCT MM BUSINESS HOURS IF A TEMPORARY =SURE 6 A rYPE M BARPoCAOE 'IFMPORMY (NAM MRE) NCEO DETECTNW SYSTEM (LDS). TRAFFIC CONTROL SGHS OR MARKINGS TINS COY W SHALL RE9DENPAL OMVEIYAY IS NECE551RY, ME CONRACTOR SHALL f C30(CA) ' BE NLLY REMOMM MHEN MAFTTC CONTRA IS NOT IN EFFECT COORO'NATE MM THE OWNER TO DETERMINE THE TIME P 100 AREA CHANGES TO MATTIC SGNA4 EHAu BE CGV'RDINATED MM CF TK UNT LA ME CROUGH TR SHNl EACHAWTAIN TYPICAL MEDIAN CONSTRUCTION nlE OTY AT (FAST TZ HOURS W ADVANa. OTY MAMC SmjRN4 PROTECT ONE LANE a THROUGH TRAFFK W EACH pIRECTIXi. PERSONNEL SHALL BE PRESHT AND AUMOGZE ANY CHANGES GYNMACTOR SHALL REMOLE ALL CO CnM EVSTWG EACH LANE ON A PAWD MAL AM NOT LESS MAN 11 M 90NAL CPERAVW SMIPING BY WET SANCBf Ma FEET IN MOIL MWHW WTFRSECTMS TRAFFIC OONMa H WN s FOR aOSIRES AT MINOR WIER COONS ME CONRACTOR MAMC CONTROL CENCFS MUST BE WMOLTD MOM ME SHALL MAWTAW AM PROTECT ONE LANE � VMKVGH ROADWAY ALL TIE WAY TO ME BACK LY WALK MIEN NOT IN MA N EACH ORECTCN, EACH LANE ON A PALED USE MAHIPAM NOT LE55 MAN 12 FEET W MUM. PwfoLoffs ;�sem�r• aasis ovsElAvav�s vWl GRAPHIC SCALE L IIXL EMF (llN51 UlY2AW NICNJ NAl2 EKCH MIE 30 t30OAIE0-N22-1133 As SED ON Ms DHrA 9EEI5 av ITEM Wy us FpLOW&C PoFNI$ B(L WTd PIIN HND cDDaDrem xERE envRRrm ro c;s,;wro t w ear I 0500W E5IOLWW WE LON1 AW ap I aNTMn FXC OF B]NT M NOW WE men - n TWD XDdTG DOS MORE m ET. OMEA O DC RMYLT. W.ffEC1CR DATE C(1l5IMCaW .ffOMD BUT BN .HLH9OB .YFD MIT RMN MW SAE " ! 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ME VIDEO MAIEIPAM NOT LESS MAN 12 FEET IN MAIM. _ N / CEMCnON EWIPMENT SHALL BE HAMMRED, ONTRACTDP 9-(ALL BE RESPQVPBf£ FOR MAINTAINING DETECTING ZONES SIGNING TRAFFIC CM'Md CEVIfES 9 AND MAKING NECESSARY ADLsiMENTS TO ME ZONES ME OAYTRACTOP SHALL MAINTAIN ALL ENISRM OVERHEAD mA OW CENaS WBT BE FENOIfD FR011 ME SOUTHERN CROSS ROAD AND SIDE-MWNMD SIGNS MRWG HWT THE PROfCT UNITS ROADWAY ALL ME WAY TO ME BAO( OF WNX MHEN NOT W ME MWTRACT)FI SHALL KFFP FAIN MAMC SIGNAL IN ME DURING ME DURAnW CF ME PROECT ME CONTRACTOR USE. MARGARITA FMXFCT UIPM DPERAnONAL AT ALL TIMES aIMWG Sfi LL MIAPORARILY REEDLA,E SIGNS AND SIG, W Ts AS ROAD PHASE 2 PWf"56 OWSTRUCna IN AIX.'CWDAME MM ME SPECIAL PROVISION MANY ONES As DEEMED NEXSSMY AND INSTAU MMPOAARY CONTRACTOR WORK HOURS @714221 IIi ICFA�T SIGN SIPPWTS AND FWNOAnCNS IF NEaSSSARY AM As ASBU/LT" BAS/SGFBEOR/NGS '1ENPORARY (HARP XIRE) NOEo OE-lEcnpH sYSTEN (ws).' 7pW AN TTOA M P �ALLWOM BE GPVE BETMEEA ME MHO(ARSUMN CFDIRECTED BY ME ENtlNE£R. Z;M AM TO { .NI pM MWDAY MRWGH FWil ET BECPT3lYM]ESAK814D w NS QIANI£5 TO TRAFFIC SGIALS SHNl BE CIXAPOWMAF MM HalDA1S OENAnW FROM MES£ HWRS MLL NOT BEaLF1OW , "O'B"FE PAI.WrS nHE pTY AT LEAsi M NWFB M ADVAIICE pTY MAFFlC a.WTRACTpR SHALL WHEN 9GIs MAT aMUCT MM pEpylilEO IWOIaIT THE PRIM CWSENT M ME ENCINEIFGRAPHIC SCA[.F'E /WLW:' NW4; "' EFOCR MIT PERSONNEL S BE PRESENT Mw AUMQflS ANY MANGES TRAFFIC Ca1Ma 9GNfE M NFFIC DAIS WVERWC S EI(CEDT M EME OES INkAXWM IMMEDIATE HAUPoI TO 0 !0 OAi 1JJ AS W9'9k0 aI A45 MU 9EFIs CW Off TO 9CNAl MERAnM. BE fULLY REMO4ID MIEN TRAFFIC 0.'\VMa IS NOT w ERECT pEpsaHS M PFCPERTY RCf CAP FOLLOM)NG KM9S %l FV1d FVIA 4YM Vi tt MSS MM MwRIFO m LMHAYO gTRWING FElEMm BY. C'GWgN1OS IFAAM' HIE LCCIINW AMl OWMACT(W SHALL REMOVE All LCNFI/CnNG OUSTING GYM'MYD FM.9pR a W KYO M NOW IM SMWBIG BY NET SAItl9ASTM1 t mce --NATO E rt 1110 MOAN" MIS RFOE IDU LIG CBBMR O• W /M1N.'f wsS c i MIT N a GGaw.emr IECGrm NMI a/ I RElsaa' I Accn Ms I mw ww Isuc m DMn eA 1 o a•I 4 C/TYOFTEd1EC!/L.0 �.,,r 136 n, . wS r .•T om•«�.e •� r I �6191236 NO BENCHMA �. ,r MQx.,EIITF w a aEnraNm er DM MM n; /C1j�// "X� wa � " K `USES R—r i • z .« RW MARGARITA ARGARITeA Ew eRsO AD (' R.cE N,. xIw EN:1 wJI-n RCE na mw E Ms r2a1-rr STA: 135+00 TO STA. 127+67 i .w.I 30 w 30