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HomeMy WebLinkAboutBook 8 Page 359 Lot 122 Street Improvement GENERAL NOTES C1 OF MURRIE 1 . CONTRACTOR SHALL APPLY TO THE CITY OF MURRIETA, ENGINEERING DEPARTMENT FOR AN z ENCROACHMENT PERMIT FOR ALL WORK WITHIN OFFERS OF DEDICATION FOR PUBLIC USE. WORK MAY NOT START UNTIL PERMITS HAVE BEEN OBTAINED. ^^�„, w E �.�� � �.., ,.�-� � ��� � ����_ �, � ROAD St E gS, � k,�SQ�, 2�`z �q;X. E. ,,.,...., 7 �'1..»...w„.-w � � S ARE AT MINIMUM REQUIREMENTS.I REMENTS. ADDITIONAL SOIL TEST SHALL - �. �- 2. ALL PAVEMENT SECTION Q ,, fr .x Ty TA BE TAKEN UNDER THE DIRECTION OF A QUALIFIED SOILS ENGINEER AFTER ROUGH . BEGIN IMPROVEMENTS/ � PLAN C.) GRADING TO DETERMINE THE EXACT STRUCTURAL SECTION REQU I REMENTS. MA CH EX I E�II G 3. NEITHER THE CITY, NOR THE ENGINEER OF WORK WILL ENFORCE SAFETY MEASURES OR 3 REGULATIONS. THE CONTRACTOR SHALL DESIGN CONSTRUCT AND MAINTAIN ALL SAFETY END I MPROVEM tJ tf / s 7 81MATCH EX I S NG DEVICES INCLUDING SHORING AND BRACING AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, �,. _ �, T 7 LAWS, AND REGULATIONS. *� . k s ' . .__ EH 4. CONTRACTOR AGREES THAT IT SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR >r- T, 1__�\f42 HFFT yaw. OF THIS PROJECT t ���t\rTMEV i � HE DURING THE COURSE OF CONSTRUCTION � __1 ww"_ 7 , JOBS I TE CONDITIONS DUR Ir �,.�, 7 �- � � .� ® ' Y . i T REQUIREMENT I REMENT SHALL �... ... Q INCLUDING. SAFETY OF ALL PERSONS AND PROPERTY, AND HIS EQ ..� , � � � � �D p APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE . i� �� p 4 p 3 CONTRACTOR SHALL DEFEND INDEMNIFY AND HOLD THE CITY AND ENGINEER HARMLESS a ` KSON AVE . -• j REAL OR ALLEGED I N CONNECTION WITH THE FROM ANY AND ALL LIABILITY E L PERFORMANCE OF WORK ON THIS PROJECT EXCEPTING LIABILITY ARISING FROM THE SOLE ` ` yE : EEE EE N '°Eq, VICINITY MAP ... E �. 0.-v. r -EE.E `., '"° �'� `' NOT TO SCALE NEGLIGENCE OF THE CITY OR ENGINEER. I� wq4_ ,� 5. THE CONTRACTOR SHALL BE RESPONSIBLE TO INSURE THAT ALL SLOPES, STREETS, AND STORM DRAINS ARE BUILT I N ACCORDANCE WITH THESE PLANS. ~~` E E _.`4a '�" S ( ` E �°�,. _-���- �` � E� � � �d �,. � � TFiAS GUIDE: PAGE #928, E-7 6. THE CONTRACTOR SHALL TAKE THE NECESSARY STEPS TO PROTECT THE PROJECT AND CONSTRUCTION NOTES 300 0 300 600 900 PAGE #958, E-1 & F-i ADJACENT PROPERTY FROM ANY EROSION AND SILTATION THAT RESULT FROM ITS OPERATIONS BY APPROPRIATE MEANS {SAND BAGS, HAY BALES, TEMPORARY DES I LT I NG 1 CONSTRUCT 4" A.C. OVER 10" CLASS I T AGGREGATE BASE ${} RELOCATE EXISTING 36' SLIDING GATE, INSTALL AT GRADE, AND 1 ' BEHIND R jW 1 -%on BASINS, DIKES, SHORING, ETC. ) UNTIL SUCH TIME THAT THE PROJECT IS COMPLETED 1B CONSTRUCT 0.46' A.C. W/SEALCOAT OVER 1 .0 CRUSHED AGGREGATE BASE $1 INSTALL 3" AC ON 90% COMPACTED NATIVE SCALE: 1 "=300 �o AND ACCEPTED FOR MAINTENANCE BY THE CITY. 2 CONSTRUCT 6" CURB TYPE A-6 PER CITY OF MURRIETA STD. NO. 301 82 CONSTRUCT CURB DRAIN PER CITY OF MURRIETA STD. NO. 426 7. THE CONTRACTOR SHALL TAKE PRECAUTIONARY MEASURES TO PROTECT EXISTING CONSTRUCT 6" CURB TYPE A-6 PER CITY OF TEMECULA STD. NO. 200 83 CONSTRUCT TYPE 1 RETAINING WALL PER SHEETS 29 AND 30 UNDERGROUND UTILITY CONFLICT NOTES UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S 3 REMOVE EXISTING A.C. & BASE 84 CONSTRUCT TYPE 2 RETAINING WALL PER SHEETS 29 AND 30 1 . THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEAR I NG, OF THE PROPOSED WORK AREA, LEGEND RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF UTILITIES OR STRUCTURESAND RELOCATION COST OF ALL EXISTING UTILITIES, PERMITTEE MUST INFORM THE CITY OF PRIOR TO ANY EXCAVATION FOR VERIFICATION AND LOCATION OF UTILITIES AND 4 REMOVE EXISTING A.C. BERM/CURB 85 CONSTRUCT TYPE 3 RETAINING WALL PER SHEETS 29 AND 30 CONSTRUCTION SCHEDULE AT LEAST 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION. -� STOP SIGN NOTIFICATION OF COMMENCEMENT OF WORK: REMOVE & REPLACE EXISTING SIDEWALK 86 REMOVE AND REPLACE EXISTING DRIVEWAY TO THE NEAREST JOINT - INSTALL 6 INCH CONCRETE WITH PHONE (951 ) 461-6028. CITY OF MURRIETA (951 ) 304-CITY 6 PROTECT IN PLACE. FIBER MESH AND NO REBAR. MAX SLOPE PER PLAN + STREET NAME SIGN UNDERGROUND SERVICE ALERT {800) 422-4133 2. TRAFFIC STRIPES, PAVEMENT MARKINGS AND RAISED PAVEMENT MARKERS PER FEDERAL {CALL 2 DAYS BEFORE YOU DIG) 7 ADJUST TO GRADE. HIGHWAY ADMINISTRATION MUTCD {MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, 2003 o-� STREET LIGHT EASTERN MUN I C I PAL WATER DISTRICT (951 ) 928-3777 SA EXISTING POWER POLE, TO BE RELOCATED BY SCE EDITION OR ITS LATEST REVISION) ANO CALTRANS MUTCD CAL T FORN I A SUPPLEMENT {MAY RANCHO CALIFORNIA WATER DISTRICT (951 ) 296-6900 � EXISTING POWER POLE, TO BE RELOCATED BY CONTRACTOR 20, 2004 OR ITS LATEST REVISION) , CALTRANS STANDARI? #PLANS AND SPECIFICATIONS, TREE UNDERGROUND UTILITY CONFE I CT NOTES _(CONT . )_ LATEST EDITION, CITY OF MURRIETA PUBLIC WORKS DEPARTMENT IMPROVEMENT STANDARDS WESTERN MUN I C I PAL WATER DISTRICT (951 ) 677 7667 9 CONSTRUCT 6 AC DIKE PER CITY OF MURRIETA STD. NO. 315 AND THE LATEST EDITION OF STANDARD 'SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION RIGHT OF WAY --- - - -ROW TIME/WARNER (ADELPH I A CABLE) (951 ) 766-4270 10 CONSTRUCT COMMERCIAL DRIVEWAY APPROACH PER CITY OF MURRIETA STD. NO. 31 OC (GREEN BOOK). CENTERLINE - TIME/WARNER (COMCAST CABLE) (951 ) 549-3977 26. LOCATIONS AND DEPTHS OF UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE AND 3. ALL STRIPES SIGNS AND PAVEMENT MARKINGS SHALL BE REFLECTORIZED. STENCILS FOR AT&T CORE (925) 944-8416 1 CONSTRUCT 6 SIDEWALK PER CITY OF MURRIETA STD. NO. 320 {SEE PLAN FOR PROPOSED OR FUTURE) BASED ON AVAILABLE RECORD DRAWINGS. LOCATIONS AND DEPTHS OF EXISTING GAS, TOP OF CURB 1 CONSTRUCT 5' SIDEWALK PER CITY OF MURRIETA STD. NO. 320 SEE PLAN FOR PROPOSED OR FUTURE PAVEMENT MARKINGS SHALL MATCH METRIC STANDARD STENCILS EXACTLY. ALL STRIPING AT&T CALIFORNIA (714) 666-5501 C ) SEWER AND WATER LATERALS ARE UNKNOWN. AND MARKING DETAILS SHALL MATCH CALTRANS STANDARD PLANS DETAILS. SIDEWALK PACIFIC BELL TELEPHONE (800) 422-4133 12 EXISTING EMWD MANHOLE; ADJUST TO GRADE PER EMWD PLANS 27. CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE MARK-OUT OF ALL UNDERGROUND 4. ALL CONFLICTING STRIPES AND PAVEMENT MARKING SHALL BE REMOVED BY SANDBLASTING. GUTTER FACILITIES PRIOR TO ANY EXCAVATION OR TRENCHING. VER I ZON / GENERAL TELEPHONE ELECTRONICS (951 ) 929-9492 EXISTING WATER VALVE; ADJUST TO GRADE PER RCWD PLANS CONFLICTING SIGNS AND RAISED PAVEMENT MARKERS SHALL BE REMOVED. ALL REMOVALS OF DAYLIGHT 28. CONTRACTOR IS RESPONSIBLE FOR DETERMINING ACTUAL LOCATION AND DEPTH OF ALL SIGNS AND MARKING SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR APPLICANT. SOUTHERN CAL I PORN T A GAS COMPANY (909) 355-7507 EXISTING WATER VALVE; ADJUST TO GRADE PER EMWD PLANS UNDERGROUND FACILITIES. WHERE THE CONTRACTOR DETERM I NES A CONFL I CT EXISTS F ALLOWED) SHALL BE EXIST. RIGHT OF WAY SOUTHERN CAL I FORN I A ED I SON {951 ) 928-6272 14 EXISTING AV/AR WITH WATER VALVE, TO BE RELOCATED PER EMWD PLANS BETWEEN AN EXISTING "DRY" UTILITY AND THE PROPOSED IMPROVEMENTS, THE 5• PAINTED TRAFFIC STRIPES AND PAINTED PAVEMENT MARKINGS {I LLO D) RIVERSIDE COUNTY FLOOD CONTROL DISTRICT (951 ) 955-1200 CONTRACTOR SHALL COORDINATE THE TIMELY RELOCATION OF THE UTILITY WITH THE APPLIED IN TWO COATS. PAVEMENT MARKINGS SHALL BE APPLIED IN THERMOPLASTIC FORMAT EXIST, CENTERLINE 8. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON 5 EXISTING WATER METER TO BE RELOCATED PER EMWD PLANS UNLESS APPROVED OTHERWISE. REPAINT EXISTING STRIPING 300' I N EACH 0 I RECT I ON OF EXISTING WATER METER TO BE RELOCATED PER RCWD PLANS UTILITY OWNER. CONFLICTS FOUND BETWEEN EXISTING WATER MAINS/LATERALS AND THE INTERSECTION. CAT TRACK APPROVAL FROM THE CITY ENGINEERING REQU I RED PRIOR TO EXIST. TOP OF CURB THESE PLANS WERE GENERATED FROM RECORD PLANS. THE CONTRACTOR SHALL. TAKE PROPOSED IMPROVEMENTS SHALL BE RESOLVED BY THE CONTRACTOR BY RELOCATING THE STRIPING. EXIST. SIDEWALK PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN HEREON AND ANY 6 EXISTING BLOWOFF TO BE RELOCATED PER EMWD PLANS WATER MAIN/LATERAL AS DETAILED ON THE PLANS. 6. ALL REMOVED SIGNS SHALL BE SALVAGED AND DEL I VEREO TO. THE CITY .YARD AS DIRECTED OTHERS NOT OF RECORD OR NOT SHOWN ON THESE PLANS. ALL DAMAGES THERETO CAUSED EXISTING BLOWOFF TO BE RELOCATED PER RCWD. PLANS 29. PR I OR TO EXCAVATING FOOTINGS FOR FENCES, GATES, AND MAIL BOX POSTS, EXIST. GUTTER BY THE CONTRACTOR SHALL BE REPAIRED TO THE SPECIFICATIONS AND STANDARDS OF BY THE CITY INSPECTOR. THE APPLICABLE AGENCY AT THE EXPENSE OF THE CONTRACTOR. 17 EXISTING ELECTRIC VAULT TO BE RELOCATED BY SOUTHERN CALIFORNIA ED I SON CONTRACTOR SHALL CONFIRM THAT NO UNDERGROUND UTILITIES ARE W I TH T N 3' 7. RAISED PAVEMENT MARKERS SHALL BE FURNISHED AND I NSTALLEO BY THE CONTRACTOR I N PROP. A,C PAVEMENT HORIZONTALLY OF THE PROPOSED EXCAVATION, ANY UTILITY FOUND TO BE WITHIN 3' ACCORDANCE ITH THE STRIPING DETAILS SHOWN ON THE SIGNING AND STRIPING PLAN. 9. CONTRACTOR SHALL ACQU I RE A TRENCH I NG PERMIT FROM THE CALIFORNIA DIVISION OF 18 EXISTING TELEPHONE EQUIPMENT, TO BE RELOCATED BY OTHERS OF THE EXCAVATION SHALL BE BROUGHT TO THE ATTENTION OF THE CITY ENGINEER. INSTALLATION SHALL BE COMPLETE WITHIN SEVEN WORKING DAYS OF ROADWAY STRIPING SHEET INDEX INDUSTRIAL SAFETY (CAL OSHA) , IF REQU I RED, FOR ALL TRENCH WORK. COPY OF 19 CONSTRUCT 4 THICK DG ACCESS ROAD, WITH 100 LBS. CEMENT PER TON OF DG COMPACTED TO 95% THE LOCATION OF THE POST SHALL BE ADJUSTED AS DIRECTED BY THE CITY ENGINEER. RAISED PAVEMENT MARKERS ARE TO BE INSTALLED ON ROADWAYS WITH ARTERIAL PERMIT SHALL BE SUBM I TTEO TO THE CITY PRIOR TO START OF WORK. 20 CONSTRUCT LOCAL DEPRESSION FOR CURB INLET PER CITY OF MURRIETA STD. No. 425 30. CONTRACTOR SHALL VER I FY ALL UT I L I TY CROSS I NGS I N F I ELD (V. I .F. ) & NOT I FY CLASSIFICATIONS OR HIGHER, OR AS DETERMINED BY THE CITY ENGINEER. SHEET 1 . TITLE SHEET 10. LOCATION AND ELEVATION OF EXISTING IMPROVEMENTS TO BE MET BY WORK TO BE DONE SHALL BE CONFIRMED BY F I ELD MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW WORK. 21 EXISTING FENCE TO BE REMOVED & RELOCATED ENGINEER IMMEDIATELY OF ANY DISCREPANCIES. 8. STREET NAME SIGNS SHALL CONFORM TO CITY STANDARD NO. 601 AND 601 A SHEET 2. DETAILS/STREET SECTIONS NOTIFY CITY AND ENGINEER OF DISCREPANCIES PRIOR TO COMMENCEMENT OF WORK. 22 EXISTING CONCRETE TO BE REMOVED DECLARATION OF RESPONSIBLE CHARGE 9. BLUE RAISED REFLECTIVE PAVEMENT MARKERS SHALL BE PLACED TO MARK FIRE HYDRANT SHEET 2A. STREET CENTERLINE PROFILE 11 . CONTRACTOR SHALL COORDINATE WITH CITY PROVIDED TESTING ENGINEER FOR ALL WORK AND/OR WATER SUPPLY LOCATIONS AT THE DIRECTION OF THE CITY INSPECTOR FOLLOWING SHEET 3. JACKSON AVE. STA. 72+00 - 60+00 23 CONSTRUCT ACCESS RAMP PER CITY OF MURRIETA STD. No. 321 A I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE FINAL SEALANT AND STRIPING.NEEDING MATERIALS TESTING, SUCH AS BUT NOT LIMITED T0: PAVING SUBGRAOE, SHEET 4, JACKSON AVE. STA. 60+00 - 48+00 PAVEMENT BASE, ASPHALT CONCRETE, AND PORTLAND CEMENT CONCRETE. 24 CONSTRUCT 8 TYPE D CURB PER CITY OF MURRIETA STD. NO 305 EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN 10. WORK MAY NOT START UNTIL PERMITS HAVE BEEN OBTAINED. 12. ANY WORK DONE WITHOUT INSPECTION OR MATERIALS TESTING IS SUBJECT TO REMOVAL CONSTRUCT TYPE D-8 CURB PER CITY of TEMECULA STD, NO. 204 SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE. AND THAT THE DESIGN IS 11 . THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS WITH UNDERGROUND SERVICE ALERT SHEET 5. JACKSON AVE. STA. 48+00 - 36+00 OR CORRECTION AT CONTRACTOR'S EXPENSE. CONSISTENT WITH CURRENT STANDARDS, AT 1-800-227-2600 AT LEAST TWO (2) WORKING DAYS PRIOR TO ANY EXCAVATION. SHEET 6. JACKSON AVE. STA. 36+00 - 25+00 25 PER EMWD TO BE RECONSTRUCTED BY CONTRACTOR TO MEET PROPOSED FINISH SURFACE I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATION BY THE CITY 12. EQUIPMENT AND MATERIALS SHALL BE STORED I N A NEAT AND PROTECTED MANNER. STORAGE 13. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF ANY DAMAGE TO THE EXISTING SHEET 7. JACKSON AVE. STA. 25+00 THRU IMPROVEMENTS AND REPLACEMENT TO THE SATISFACTION OF THE CITY ENGINEER. 26 EXISTING VER I ZON MANHOLE; TO BE RECONSTRUCTED BY OTHERS OF MURRIETA IS CONFINED TO A REVIEW ONLY AND DOES NOT REL I EVE ME AS ENGINEER LOCATION WILL BE APPROVED BY CITY INSPECTOR. YNEZ RD. 35+50 & ELM ST. OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. 13. THE CONTRACTOR WILL CONDUCT HIS OPERATIONS AS TO OFFER THE LEAST POSSIBLE 10+00 - 12+75 27 CONSTRUCT CONCRETE DRIVEWAY APPROACH PER CITY OF MURRIETA STD. NO. 308 OBSTRUCTION AND INCONVENIENCE TO PUBLIC TRAFFIC, AND HE SHALL HAVE UNDER DE.MOL I T I ON NOTES 28 CONSTRUCT TERRACE DRAIN PER CITY OF MURRIETA STD. NO. 415A RBF CONSULTING CONSTRUCTION NO GREATER LENGTH 'OR AMOUNT OF WORK THAN HE CAN EXECUTE PROPERLY. SHEET 8. GENERAL STRUCTURAL NOTES 1 . PRIOR TO THE REMOVAL OF ANY TREES, THE CONTRACTOR SHALL OBTAIN APPROVAL FROM 29 CONSTRUCT DOWN DRAIN PER CITY OF MURRIETA STD. NO. 415B 40810 COUNTY CENTER DRIVE, SUITE 100 ON EXISTING ROADS, TRAFFIC SHALL E PERMITTED TO PASS THROUGH THE WORK AREA WITH SHEET 9. GENERAL STRUCTURAL NOTES THE CITY ENGINEER. CONTRACTOR SHALL COORDINATE WITH THE CITY ENGINEER FOR 30 CONSTRUCT PARKWAY CULVERT-TYPE "B" PER CITY OF MURRIETA STD. NO. 409B TEMECULA, CA 92592 AS LITTLE INCONVENIENCE AND DELAY AS POSSIBLE. RESTRICTED HOURS MAY BE REQU I RED. SHEET 10. CULVERT PLAN VIEW SITE INSPECTION OF THE TREES PLANNED FOR REMOVAL. PHONE: (951 )-676-8042 14. EXISTING TRAFFIC SIGNALS AND LIGHTING SYSTEMS SHALL BE KEPT IN OPERATION FOR THE SHEET 11 . CULVERT SECTIONS HT PER CITY OF MURRIETA 2. PRIOR TO THE REMOVAL OF ANY PRIVATE IMPROVEMENTS (INCLUDING LANDSCAPING AND 31 INSTALL STREETLIGHT G E STD. NO. 620 (SEE PLAN FOR PROPOSED OR FUTURE) FAX: (951 )-676-7240 BENEF T T OF THE TRAVELING PUBLIC, AND TO MINIMIZE ANY INTERFERENCE WITH ROUT i NE IRRIGATION) THE CONTRACTOR SHALL OBTAIN APPROVAL FOR THE REMOVAL FROM THE 32 SAWCUT EX. A.C. 2 THEN CAP & GRIND TO A SMOOTH TRANSITION PER DETAIL ON SHT. 7. MAINTENANCE OF EXISTING SYSTEMS DUR i NG WORK PROGRESS. SHEET 12, CULVERT SECTIONS CITY ENGINEER. CONTRACTOR SHALL COORDINATE WITH THE CITY ENGINEER AND U33 EXISTING ROLLING GATE TO BE REMOVED AND RELOCATED BY CONTRACTOR TO 20' BACK FROM CURB 15. WHENEVER THE CONTRACTOR'S OPERATION CREATES A HAZARDOUS CONDITION TO TRAFFIC OR SHEET 13. CULVERT SECTIONS FACE. �.. L3 TO THE PUBLIC, HE SHALL FURNISH AT HIS OWN EXPENSE, SUCH FLAGMEN AND GUARDS AS PROPERTY OWNER FOR SITE INSPECTION OF THE IMPROVEMENTS PLANNED FOR REMOVAL. SHEET 14. JACKSON AVE. CROSS SECTIONS ARE NECESSARY TO GIVE ADEQUATE WARNING TO THE PUBLIC OF ANY DANGEROUS THE LIMITS OF REMOVAL SHALL BE ADJUSTED AS DIRECTED BY THE CITY ENGINEER. 34 EXISTING ROLLING/SWING GATE TO REMOVED AND RELOCATED BY CONTRACTOR TO 20 FROM CURB FACE. WH0. TANNER III DA E STA, 69+25 ' STA. 64+00 E 3. ALL PRIVATE IMPROVEMENTS OUTSIDE OF THE PUBLIC RIGHT OF WAY REMOVED TO . 60132 CONDITIONS. HE SHALL ALSO FURNISH, ERECT AND MAINTAIN SUCH FENCES BARRICADES, 35 EXISTING WATER WELL, PUMP, AND EQUIPMENT; CONTRACTOR TO REMOVE EQUIPMENT,PMENT,ABANDON WELL, LIGHTS, SIGNS, AND OTHER DEVICES NECESSARY TO PREVENT ACCIDENTS AND INJURY TO SHEET 15. JACKSON AVE.: 'CROSS SECTIONS FACILITATE THE CONSTRUCTION OF THE NEW IMPROVEMENTS SHALL BE REPLACED IN-KIND RETURN EQUIPMENT TO OWNER BASIS OF BEARING: STA,_63+7,5 STA. 60+25 0 BY THE CONTRACTOR, TO THE SATISFACTION OF THE CITY ENGINEER AND PROPERTY THE PUBLIC, _ 36 EXISTING ELECTRICAL CAL METER TO BE REMOVED AND RELOCATED. 16. WHERE SURVEY MONUMENTS EXIST, SUCH MONUMENTS WILL BE PROTECTED OR SHALL BE SHEET 16. JACKSON AVE. CROSS SECTIONS OWNER. THE BEARINGS FOR THIS SURVEY ARE BASED ON THE LINE BETWEEN STATIONS TRAK AND M 4. THE LIMITS OF REMOVAL SHOWN ON THE PLANS FOR PRIVATE CONCRETE DRIVEWAYS AND 37 CONSTRUCT BUS TURNOUT PER CITY OF MURRIETA STD. No. 217. REFERENCED AND RESET, PURSUANT TO BUSINESS AND PROFESSIONS CODE, SECTIONS 8700 STA. 60+00 - STA. 57+25 WALKWAYS ARE APPROX I MATE. THE ACTUAL LIMITS SHALL BE EXTENDED, WHERE NEEDED, 38 CONSTRUCT 120' BAY TAPER PER TABLE 405.2A OF CALIFORNIA HIGHWAY DESIGN MANUAL. MATH (POSITIONS PER NATIONAL. GEODETIC SURVEY, GRS80 ELL I PS I OD, 6CS83, EPOCH TO 8805 (LAND SURVEYORS ACT) . SHEET 17. , STORMDRA I N IMPROVEMENTS N TO EXISTING CONSTRUCTION JOINTS WHEN THE LIMITS SHOWN ON THE PLANS FALL 1995,5) AS SHOWN ON THE MAP FILED IN BOOK 102, PAGES 50 THROUGH 65 OF RECORDS 17. ALL EXISTING STREET SIGNS, ROADSIDE MARKERS, ETC, , SHALL BE PROTECTED .AND/OR INDEX MAP & GENERAL NOTES 39 CONSTRUCT 8" CURB & GUTTER PER CITY OF MURRIETA ETA STD. NO. 302. OF SURVEY IN THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE COUNTY, CAL I FORN I A, �- W,I TH I N 5 OF THE EXISTING CONSTRUCTION JOINT. CONTRACTOR SHALL REVIEW THE CONSTRUCT MODIFIED CATCH BASIN AND LOCAL DEPRESSION PER DETAIL ON SHT 18. BEING N 52°49'02.84" E, REPLACED I N O I ND TO THE CURRENT CITY STANDARD PLANS AND CURRENT TRAFFIC MANUAL, SHEET 18,' STORM DRAIN IMPROVEMENTS LINE A, PROPOSED LIMITS OF PRIVATE CONCRETE DRIVEWAY AND WALKWAY REMOVALS WITH THE AT NO COST TO THE CITY. LINE A-1 LINE A-2 & LINE B >_ CITY ENGINEER PRIOR TO THE WORK BEING DONE. DR T VEWAY PROFILES SHALL BE 41 CONSTRUCT 50' MEDIAN FLARE PER APWA STD . NO. 141-1 {L=50.0' , W=10.0' ) 18. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN F ADJUSTED ACCORDINGLY. 42 CONSTRUCT MODIFIED PARKWAY CULVERT PER CITY OF MURRIETA STD. NO. 409B, DETAIL SHEET 3. SOURCE OF TOPOGRAPHY ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST SHEET 19. STORM DRAIN IMPROVEMENTS TOPORAPHIC SURVEY CONDUCTED BY RBF CONSULTING ON 04/14/2008 OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON. THESE LINE C, LINE C-1 , LINE C 2, .z 43 INSTALL 3 THICK 1/4 TON GROUTED RIP RAP WITH 6 TIE DOWN PER DETAIL HEREON. PLANS, THE CONTRACTOR IS REQU I RED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT LINE C-3, & LINED CONSTRUCTION NOTES U44 RESET EXISTING MONUMENT AND CONSTRUCT STREET CENTERLINE WELL MONUMENT PER CITY OF GEOTECH I N I CAL ALL UTILITY LINES, I NCLUD I NG ANY OTHER LINES NOT SHOWN ON THESE PLANS OR NOT OF SHEET 20. STORM DRAIN IMPROVEMENTS LINE E, o 1 . THE EXISTING CONDITIONS REFLECTED ON THESE PLANS ARE AS OF THE DATE THE PLANS MURRIETA STD. No. 617B. RECORD. LINE E-1 , LINE F, & LINE F-1 WERE SIGNED BY THE ENGINEER OF WORK. THE CONTRACTOR SHALL MAKE NECESSARY 45 INSTALL 4 THICK X 25 1/4 TON RIP RAP. GEOTECHNICAL STUDY CONDUCTED BY GEOTEK, INC. DATED 01/31/2008. 19. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO APPLY TO THE CITIES OF SHEET 21 . STORM DRAIN IMPROVEMENTS LINE A-3, 8 ADJUSTMENTS IN THE NEW IMPROVEMENTS (DRIVEWAY AND WALKWAY LOCATIONS, WIDTHS, 46 INSTALL 3' THICK 1/4 TON RIP RAP WITH TOE DOWN. EARTHWORKQUANTITIES MURRIETA AND TEMECULA ENGINEERING DEPARTMENTS, FOR AN ENCROACHMENT PERMIT FOR LINE B-2, LINE D-1 , & LINE D-2 ALL WORK ON EXISTING CITY MAINTAINED ROADS AND FOR UTILITY WORK WITHIN OFFERS c AND MATERIALS) TO CONFORM TO THE EXISTING CONDITIONS AT THE T i ME OF 47 CONSTRUCT CONCRETE BARRIER PER SHEET 1 1 . � CUT CY FILL CY NET CY OF DEDICATION FOR PUBLIC USE. ' SHEET 22. S i GN I NG/STRIPING TITLE SHEET/DETAILS I LS CONSTRUCTION. THE CONTRACTOR SHALL SUBMIT ALL PROPOSED ADJUSTMENTS TO THE 48 INSTALL METAL BEAM GUARD RAIL PER CALTRANS STD. A77A 1 , A77B 1 , A77C, A77F 1 , A77F4, A77H, SHEET 23. SINNING/STRIPING Yf+EZ ROAD. STA. - 43+75.00 o CITY ENGINEER FOR REVIEW PRIOR TO THEIR CONSTRUCTION. A77J4, A77L1 RAW 74 027 43,999 30,028 CUT 22. ANY SERVICE SHUT DOWN SHALL BE DONE AT NIGHT, PRIOR TO ANY SHUT DOWN, THE r- 2. ALL DR I VEWAY AND WALKWAY IMPROVEMENTS CONSTRUCTED ON PRIVATE PROPERTY TO REMEDIAL 46,895 46,895 -- CONTRACTOR SHALL NOTIFY THE D I RECTOR, ENGINEER, CUSTOMER, FIRE DEPARTMENT, SHEET 24. SIGNING/STRIPING JACKSON AVE. STA. 19+92 - 35+00 49 INSTALL DIAMOND PLATE CURB COVER PER CITY OF MURRIETA STD. NO. 602 (FUTURE) SERVICING WATER D I STRICT, AND ALL OTHERS AFFECTED BY THE SHUT DOWN A MINI MUM OF 11­ TRANSITION FROM THE NEW PUBLIC IMPROVEMENTS TO EXISTING PRIVATE IMPROVEMENTS TOTAL UNADJUSTED 120,922 90,894 30,028 CUT SHEET 25. SIGNING/STRIPING JACKSON AVE. STA. 35+00 - 55+00 w SHALL BE INSTALLED WITH THE FOLLOWING CR I TER I A: 5Q CONSTRUCT 5' WIDE, 3" THICK A.C. SIDEWALK TOTAL ADJUSTED 102,784 90,894 11 ,890 CUT TWO (2) WEEKS IN ADVANCE. SHEET 26. SIGNING/STRIPING JACKSON AVE. STA. 55+00 - 75+89 � MAXIMUM LONGITUDINAL SLOPE: DR I VEWAYS = 12%; WALKWAYS = 5% 70 REMOVE EXISTING AC AND REPLACE IN KIND 23. ALL STATIONING REFERS TO CENTERLINE OF CONSTRUCTION UNLESS OTHERWISE NOTED. � MAXIMUM CROSS SLOPE: DRIVEWAYS = 2�; WALKWAYS _ 2� NOTE: THESE EARTHWORK QUANTITIES ARE FOR REFERENCE ONLY. THE CONTRACTOR IS 24. THE APPLICANT IS HEREBY NOTICED THAT THEY MUST COMPLY WITH ALL STATE AND FEDERAL SHEET 27. EROSION CONTROL PLAN �- 71 REPLACE EXISTING LANDSCAPE I N KIND ADVISED TO PREPARE HIS OWN ESTIMATES OF EARTHWORK FOR THE PURPOSES OF B I DO I NG, ENDANGERED SPECIES LAW. THE CITY OF MURRIETA IS NOT RESPONSIBLE FOR ANY SUCH STA. .70+00 - STA. 44+C3O > ABBREVIATIONS 72 INSTALL 2" CONDUIT PER SIGNING AND STRIPING PLANS CONTRACT, AND CONSTRUCTION. RESULT LABELED AS "ADJUSTED" ACCOUNT FOR A 15% VIOLATION OF STATE OR FEDERAL ENDANGERED SPECIES LAW DUE TO THE APPL I CANT'S SHEET 28. EROSION CONTROL PLAN o FL - FLOW LINE SD - STORM DRAIN C&G - CURB & GUTTER 75 EXISTING DETECTOR CHECK TO BE RELOCATED PER RCWD PLANS SHRINKAGE OF MATERIAL CUT AN0 RE-COMPACTED; SEE SOILS REPORT FOR MORE NON-COMPLIANCE. SHEET 29. STRUCTURAL GENERAL NOTES & DETAILS �- EG - EXISTING GRADE CB - CATCH BASIN S/W - SIDEWALK 6 EXISTING FIRE HYDRANT TO BE RELOCATED PER RCWD PLANS I NFORMAT i ON. ff SHEET 30. RETAINING WALL SECTIONS E FS - FINISHED SURFACE BCC - BEGINNING OF LF - LINEAR FEET EXISTING FIRE HYDRANT TO BE RELOCATED PER EMWD PLANS �Rp f E S S I py� AS BUILT SHEET I TY OF ��/I ETA SHEETS o THE RECEIPT OF AS-BUILT PLANS CITY'S ACCEPTANCE THEREOF DOES NOT ABSOLVE THE o FIG - FINISHED GROUND COMPOUND CURVE ECR - END OF CURD 77 CONSTRUCT ACCESS RAMP PER COUNTY OF RIVERSIDE STD. NO. 403 CASE B 4�� 0• T A�N�` mmmmmmrm_ PLANNING DESIGN CONSTRUCTION StH7I V IDER/ DEVELOPEROF ANY RESPONSIBILITY F(?F2 THEIR ACCURACY. 1 ENGINEERING DEPARTMENT 4w - CENTERLINE BRC - BEGINNING OF RETURN 78 CONSTRUCT COMMERCIAL DRIVE ENTRANCE WITH 6' SIDEWALK PER CITY OF MURRIETA STD. NO. 310 A ��„ �' * z Q TC - TOP OF CURB - REVERSE CURVE OC - ON CURB 29).CONSTRUCT 6" TYPE 'D` CURB PER CITY OF MURRIETA STD. NO. 305STREET IMPROVEMENT PLANSBCR BEGINNING OF ROW - RIGHT OF WAYNo.so 32 `'0M Cmwff ce''i �l'0 0 GB - GRADE BREAK CURB RETURN �,,CAUFO A 9261-6022 ENGINEER OF wort RCE DATE JACKSON AVENUE Q CF - CURB FACE V I F - VERIFY IN F I ELD J� j V i � CONSULTING 951.676.8042 FAX 951.676.7240 . :�.com TIC SHEET < *FOR CITY OF TEMECI_A PORTION Y LD09-072CO* 1 j1 or � \�o`� co Underground Service Alert BENCH MARK APPROVED FOR SIGNATURE � APPROVED RECOMMENDED BY: DATE: �' Z ���FORRE Yap RIVERSIDE COUNTY ARARK T-59-81: ALUMI DISK IN SCALE PREPARED BY DATE Call TOLL FREE .., RtBERT K. HL I NG GATE `- Q CONCRETE. DATED 124.R3 W. OF CLINTONC LINTON KEITH ROAD, I HOR i ZONTAL ACTING CITY ENGIPEER Rc�E `- n ACCEPTED BY: DATE: 3 1-800 47.6'N. OF GRAND A 2'S. OF A 6' CHAIN LINK '� Q ACCE E (� s AS NOTEDPROJECT �- ...'`: ���,� A STATION AND SITE 10 N. OF F E J. HITCH DATE o BY: DRAWING . Q EG B LER - R,C,E N0. 471 9 422-4133 VERTICAL DATE INITIAL SHT, DATE INITIAL CH�CO BY: .�'}T 07-311 -- r 1989::.• D I REC OR OF PUBLIC WORKS P..P.. , 207505 ;SET F I W I TNSS POST 1' NORTH.. CITY OF MURRIETA D. TAB I I I REVISION DESCRIPTION I PT T ON p ct CITY OF TEMECULA Two WORKING DAYS BEFORE You DIG DATUM NGV029 DATE: 1-31-83 ELEVATION: 1199.072S NOTED ENGINEER OF WORK CITY APPROVAL F I ELD BK: / R R.C.E.C E NO. 58994 R..C..E NO. 60132 z R/W , R/W R/W 100' R/W R/W 10O' R/W R/W VARIES: 100,_ , R/W 100 110 50' 50 50' 50' 50' 50' VARIES: 50'-55' 50' 12' 38' 38' 12' 12' 38' 38' 12' 12' 38' 38' 12' 12' VARIES: 38'- 43' VARIES: 38'- 43' VARIES: , , , , , , VARIES , 5' 7' 7' 12' 12' 14' 12' 12' 7' 6' 6' S 7 7 12 12 14 -4 12 12 7 7 5 5, 7, BIKE RAISED BIKE 14 -4 5 BIKE PAINTED BIKE LANE ME61AN LAIC 5' 7' 7' 12' 12' 14'-4° 12' 12' 7' 7' 5° RAISED LANE MED 1 AN LANE ;Op VA 1ES • ,� BIKE RAISED BIKE `�• JZX MED I ANam 2%• T2� t 2% 5X-0.5% 5%-2% 2� Z•r� 2• l LANE VA®'I ES LANE T.� . 1_ �� � �: �5 '?-' .a. a VARIES a VAR I ES -�- _ ZX 2� 2X 2� d. °d a e� ,� v••r --w- -rr••- - •?•v doe° •o ° ° ° ° o• e. 0� - °.". VARIES VAR�IES.) 2X •,• . • � '° a,- 3 d.• •-Oo O f/ -ice s ..v•- � /� _ • 1 � „ X��ob .� * • V • •a , • e ••: Q•• •.*• •fY_° e •C ♦ PROP, 4 A.C. W SEALCOAT PR P, a , O a de,,do° o.o o _, . Z' J .tst+' •.°do• "o00abo, •,b c -ot'➢.•?' ati,�••a e o Qea •od®e, e.°do° Boo o `.a,.a' PROP.b d0 d •.b t e . :w, . PR 7 ••�•" o• e-o:. Q ba d bO��}b"e qd t °°t8 °p. PROP. 4 A.C. W/SEALCOAT PROP, � � SIDEWALK " ,> PROP, PROP.� ,•a - _� .,,.� �. �• a�• SIDEWALK OVER 10" A.B.(CLASS 2} SIDEWALK SIDEWALK EXIST. OVER 10 A.B. (CLASS 2} PROP. 4 A.C. W/SEALCOAT PROP. PROP C&G PROP. C&G PROP. 4" A.C. W SEALCOAT SIDEWALK PROP. C&G OR AS REQUIRED BY SOILS ENGR. SIDEWALK SIDEWALK OVER 10" A.B.(CLASS 2) SIDEWALK TYPE° "A-6" OR AS REQUIRED BY SOILS ENGR. " CONDUIT (TYPE "A-6") OVER 10" A.B.(CLASS 2) (TYPE "A-6") '� '. JACKSON „ „ EXIST. AC PAVEMENT XI T. JACKSON2 CONDUIT PER OR AS REQUIRED BY SOILS ENGR, ) PROP. C&G PER SIGNING OR AS REQUIRED I RED BY SOILS ENGR. �� �� '� _ �� PROP. C&G 2 CONDUIT PER {TYPE A 6 ) & STRIPING Q (4 A.C. OVER 18 A.B. ) {TYPE A 6 } SIGNING & STRIPING _ '� STA: (TYPE A 6 ) PROP. C&G SIGNING & STRIPING STA- 22+91 .74-19+92.16 PLANS PLANS {TYPE "A-fi„) PLANSJACKSON AVENUEPROP. C&G JACKSONAVENUE JACKSON -= 30+00.00 YNEZTYPICAL SECEIO� (19+92.16STA: 60+04.15 - 68+34.03 MIRRIETA STANDARD NO° 103 MOD. 8 (TYPE "A-6") STA. 58+32.07-52+98.00; 52+22. 0--48+78.33TYPICAL SECTION T.I. = 8.0; R-VALUE ={47 ) 47+05.00-46+38.00. 45+25.00-40+18.67 TYPICAL SECTION NOT TO SCALE TRANS I T I� FRt�ul MUFF I ETA STANDARD !�. 103 (NOD. B) 38+45.34-33+5 .41 ; 32+16.85-30+61 .14 TO TE CULA STANDARD NO. 101 (MODIFIED) MURRIETA STANDARD NO. 103 MOD, B R/W 100, R/W T. I. = 8.0; R-VALUE = 47 T.I. = 8.0; R-VALUE = 47 28+99.26-24+09.70; 23+09.70-22+91 .74 NOT TO SCALE NOT TO SCALE 50' �. 50' R W R W R/W ' R/W , TYPICAL SECTION 110 100 12 38 38 12 MURRIETA STANDARD NO. 103 (MOD. B) 55' 55' 50' 50' 5' 7' 7' 12' 12' 14' 12' 12' 7' 7' 5' T. I. = 8.0; R-VALUE = 47 NOT TO SCALE, 12' 38' 38' 12' BIKE BIKE R/W 100> R/W 12' 43' 43' 12' LANE LANE 5' 7' 7' 12' 12' 14'-4' 12' 12` 7' 6' 6' ' .�?. l . ,� 50 � 50 VARIES 5' VARIES 14 VARIES 5' VARIES BIKE RAISED BIKE 2� VARIES 2% �• VARIES VARIES 38'-42' 38,' VARIES 0'-5' 2'-7' RAISED 2'-7' O,_5, LANE MEO,I AN LARGE _ 0.5%--0-0% 2% -- ME D I AN ,2 VARIES 2. . _:•. 8'-12' 8'-12' 0 7 <?• 7 2% 2 2. 7 2� 5f 5�f 2.� ,a�Q•, ©.e. •,do. r°oddod OaoO,bodo d'oe0:b•+°Oo° °°a dad_° •.detd®,t VARIES: 0 -6 VARIES: 6 -$ 4' RAISED RADIAN 2� - tr• d va.•, ,_ , , , , VARIES (2� PROP. , ,_ a• �... e 4 a VARIES) PROP. 4" A.C. W/SEALCOAT VARIES: 6 -8 VARIES: 0 6 ,.'.- • PROP. _ p....a ® ._ o Q °. eo . , e a=2e a• o. . • o -- • . ?• ), SIDEWALK OVER 1O" A.B,{CLASS 2 7'-i 1' 12' 12' 10' , , 2• a• e ° 0 0 ®• 1 .• Q•° 0..� o °00 a ♦�# • • 4 1) •.s• e a b., b 0 0 b b O d 0 o Sgo ♦ o t a d d a o,.,: �. •�. S i DEWALK 12 12 7 " ' '7 ° ° .� • PROP. C&G OR AS REQU I RED BY SOILS ENGR. PROP. �• ° •2-' EXIST. (TYPE "A-6"} JACKSON2" CONDUIT PER 2 LANE BIKE % 2• PROP. PROP. 0.4fi' A.C. W/SEALCOAT PROP. SIDEWALK �. AVENUE SIGNING & STRIPING VAR. 2% 2% LANE ? SIDEWALK OVER 1 .0' C.A.B. SIDEWALK PROP. C&G PROP. 4 ��A.C. W/SEALCOAT SIDEWALK STA: 59+58.00-59+40.97 PLANS `Z•1- •'••�a• a. -•�- ---•°- ;. •a°::. 7 OR AS REQUIRED BY SOILS ENGR. {TYPE "A-6") OVER 10 A.B.(CLASS 2) EXIST. AC PAVEMENT EXIST. CBcG OR AS REQUIRED BY SOILS ENGR. TYPE "A-6" TYPICAL SECTION PROP. c&G °® ae°• e-dp°d'°' •�d°..b °.Fd�° ®°pOd�O.�.: ..b�y;.d,:D4a: ,� PROP. 'PA-6") _ „ PROP,; „ (4 A.C, OVER 18 A.B. ) ( ) (TYPE " - PROP. PROP. 4" ��A.C. W/SEALCOAT PROP.: {TYPE A fi ) YNEZ ROAD {TYPE A-fi ) MURRIETA ETA STANDARD NO. 103_{MOD. B) { E A 6 } SIDEWALK OVER 10 A.B.(GLASS 2) SIDEWALK STA: 30+00.00 30+48.12 JACKSON AVENUE T.I . = 8.0; R-VALUE - 47 PROP. C&G OR AS REQUIRED BY SOILS ENGR. ' STA: 68+34.03 - 66+17.68 NOT TO SCALE " 2 ' CONDUIT PER TYPICAL SECTION (TYPE A-6 ) SIGNING & STRIPING TEMECULA STANDARD NO. 101 MODIFIED TYPICAL SECTION R/W R W JACKSON AVENUE PLANS T. . _ - { ) 100 / STA. 40+18.67-39+24.27; I NOTOTORSCALE 47MURRIETA STAIDARO NO. 103 {M�. B) PROP. C&G L T.I. = 8.0; R-VALUE = 47 501 50' 38+48.27-38+45.34 (TYPE A-6 ) R/W R/W NOT TO SCALE ' 12' 38' 38' 12' (BUS TURNOUT S'LY. OF CL) 110 ) R/W 100' R/W 5• 7' 7, 12' 1 ' , , , , MURRIETA STANDARD NO. 103 (MOD. B) (55' ) (55' ) 2 14 12 12 7 7 5 T. I . - 8.0; R-VALUE = 47 50' 50' BKE BIKE NOT TO SCALE {12' ) (431 ) (43' ) {12' )- LANE LANE 12' 38' 38' 12' R/W R/W 14't `�• VARIES �;.IN 100 5 7 RA 5 7 7 12 12 14 12 12 7 7 5 2� 2� ,� , ' PROP (7' ){5' ) BIKE PAINTED B 1 KE . �_ ___._ O�-1 `2� 2� --- 50 50 ( MEDIAN �� LANE MEDIAN LARGE �� a•O.• d d b d•d • ° °° o b o ..d,t -�. r VARIES VARIES 3$'-42' 38' VARIES �) (2%) ES VA (2%) a°. e_ o o, o • , ed d 0°e°po° ®ao o _a -,t JIV a VARI VARIES �'•' PROP. PROP. 4" A.C. W/SEALCOAT 8'-12' 8'-12 2• _.__ -_.. PROP. 2% 5%t 5�t `�',, SIDEWALK DEWALK OVER i 0 A.B.. CLASS 2 , , . VARIES 2% ( } SIDEWALK VAR I ES: 0 -6 VAR I ES: 6 -8 VAR I ES: 6 -8 VAR I ES: 0 -6 ° • '�- a• VARIES OR AS REQUIRED BY SOILS ENGR, I _ EXIST. 0,46'A.C. W SEALCOAT 2• a ,4 _�. PROP. 'C&G » 2" CONDUIT PER 7'-11' 12' 12' 14 12 12 7 EXIST. •/? (TYPE A-fi ) JACKSON AVENUE PAINTED BIKE ,� SIDEWALK OVER EXIST. 1 .0 C.A.B. i, ,_aQ ° O.o ,,doed.,o00ob-• •.b,t -oto O.O. d,e,0oe tOoOboO-° •.0 t •,t`•s.o• / PROP. „ • - 4 SIGNING & STRIPING 2• y BANE MEDIAN LANE 2;. YNEZR{ AD EXIST. KPROP. 4 A.C. W/SEALCOAT PROP. STA. 50+40.07 58+82.00 PLANS 2 2% _ EXIST. C&G„ SIDEWALK DEWALK SIDEWALK OVER 10" A.B. (CLASS 2 SIDEWALK PROP. C&G ,� a a VAR' 2 ,�--: (TYPE A-fi ) PROP. C&G { } TYPICAL SECTION „ _ „ z• ..• . -.' z• , 30+48.12-31 +00.42 EXIST. C:&G (TYPE "A-6") OR AS REQUIRED BY SOILS ENGR. 2" CONDUIT PER MURR IETA STANDARD NO. 103 {MOD. B) (TYPE A fi ) ?pa`a,e , b,, •_d�b b�'`A °cb°O•d �d°e•d t<.•da•C3'°.•do° °.a d b a d. .° °,de y:• .•ya'° APICAL S�CTION {TYPE "A-fi") JACKSON AVENUE SIGNING & STRIPING T.I..I. -NOT8.OTORSCALE = 47 PROP. PROP. 4" „A.C, W/SEALCOAT PLANS SIDEWALK OVER 10 A.B.(CLASS 2} PROP. TEIuECULA STANDARD ( 101 (MODIFIED) STA: 65+44.36 - 65+07.26 PROP. C&G R/W , OR AS REQU I RED BY SOILS ENGR. SIDEWALK CONK NOT TO SCALE TYPE "A-6" / 100 R/W PROP. C&GJACKSON 2 CONDUIT PER TYPICAL SECTION { ) , PER C.O,M. AVENUE SIGNING & STRIPING MURR I ETA STANDARD NO. 103 (MOD. B) 50 50 STD. NO. 217 STA. 39+24.27-38+48.27 PLANS R/W 100' R/W T.I. = 8.0; R-VALUE = 47 12' 38' 38' 12' NOT TO SCALE {BUS TURNOUT S'LY., OF CL) PROP. C&G 6' 44' 44' 6' 4'RAISED MURRIETA STANDARD NO. 103 (MOD. B) {TYPE "A-6") 6' 38' 38' 6' R/W 100' R/W 5' 7' 7' 12' 12' MEDI 12' 12' 7' 7' 5' T. I . = 8.0; R-VALUE = 47 PROP. BARRIER BIKE ri0' BIKE RAISED POP. BARRIER 50' 50' LANE LANE NOT TO SCALE PER PLAN MEDIAN 2% VARIES 2� PER PLAN E 2 -- a VARIES N 1 38 38 12 PROP. =;°=a.;;a ---- 2°� 4 ::•.: •• POP. �a...., _ d°.e °,° o ••• SIDEWALK o 5 7 7 12 12 14 12 12 7 7 5 ? 1 .2% 2X 2 SIDEWALK °" ^� \ APR ­00 'O -�;° R W � R W rJ� ao e_ao0•- •••OQdd`"°° 'a � � d OOod. -.d°a -.t'r4: °�� 2• ..- _ � • a.•..ae- a 0.• °..Oobda. ape , e 0 e do eaddo0-. ..b t -.t,: , BIKE RAISED SEO BIKE - .. ° . ' � b•.b a . , , , a•.q: 1 100 � � �. � � \. LANE LANE • a° . � • -� PROP. PARAPET ����f �� ` �`� ��' ��/ �� PROP P. PARAPET 2• MED i AN PROP. PROP. 4" „A.C. W/SEALCOAT PROP. 50' 50' WALL PER PLAN / �` /� /ff/ // .• �,,/ � � %f/ WA L PER PLAN 2X 5�f .'� S I DEWALK OVER 10 A.B.{CLASS 2) SIDEWALK , � � �� �+ 5Xt OR AS REQUIRED RED BY SOILS ENGR. 12 38 38 12 2 d- � VAS .• • vAR i ES PROP. C&G a - . � � 4 2• - : ,.y! -,, :, i i „ ' , ° --� A •4 2, (TYPE "A-f") JACKSON AVENUE2 CONDUIT PER 5' 7' 7' 12' 12' 14' 12' 12' 7' 7' 5' SIGNING & STRIPING PROP• C& TOP OF ARCH PROP.,, C&G� PROP av ° '°do•O°"oO0o0 DL++��: °°°bo•p°•odbob- •.date.t=$4�: STA: 58+82.00-58+32.07 PLANS BIKE PAINTED BIKE (TYPE "A-6") CULVERT PER PLANS (TYPE A-6 )PROP. LANE o SIDEWALK PROP, 4" A.C. W/SEALCOAT SIDEWALK TYP I C�l►L S C TI{}N PROP. C&G MEDIAN AN LANE I o PROP C8CG OVER 10" A.B.(CLASS 2) „ PROPOSED HYRDO-ARCH BRIDGE "5 ` PROP C&G " CONDUIT PER MI.RR I ETA STANDARD NO. 103 (MOD. B) (TYPE A-fi ) <?° T 2•� {TYPE "A-6") OR AS REQUIRED BY SOILS ENGR. T.I. = 8.0; R-VALID = 47 �' 2% 2% �� SEE SHEETS 8 - 13 FOR DETAILS {TYPE SIGNING & STRIPING _ 2% 2% _ 25 � JACKSON AVENUE "A-6") PLANS NOT TO SCALE �•'� ••a -'" •.}•., . . 7 25' BOTTOM OF ARCH STA-0 66+17.68-65+44.36-, 65+07.26-62+10.97 R/W 100' R/W - a+o yed•° °-o�ob4Q °b b b op•eapa .addap-, °t _•t.pQ4; CULVERT PER PLANS PROP. PROP. TYPICAL SECTION 50' 5C)' SIDEWALK PROP. 4" „A.C. W/SEALCOAT SIDEWALK o o a o �Q� MURR I ETA STANDARD N0. 103 {M00. B) PROP. C&G OVER 10 A.B.(CLASS 2) 2" CONDU i T PER �r `� � �� T.I. = 8.0; R-VALUE = 47 12 38 VAR 1 ES 38 -42 VARIES (TYPE "A-6") OR AS REQU I RED BY SOILS ENGR. �N �� \ \ �� � �. �� �'� �� `�� NOT TO SCALE 8'-12 SIGNING & �� o���� /,r�� / / �'� /,� ,!,r /,f', .'E /� E /� /' .� �'' / o o r00 P� T T STR I P I NG PLANS R/W 60' R/W VARIES: 6'-8' VARIES: O'-6' JACKSON AVENUE PROP. C&G `/ r ,r 30 30 2 12 6,8 -4 ,- EA• 2+ 8.�� 2. 2. y {TYPE A-6 } ,r'!� r't/d /r/� �r, /r� w 12' n. 18' 18' 12' RAISED 12 12 7 11 _ • _ JACKSON AVENUECK BIKE MEDIAN 46 E 38.00 45 E 25.00, 24+09.7 23+09.70 2• LANE • BIKE 130+61 .14 28+VARIES VARIES VARIES VARIES ,,, T 2� VA IES LANE •�� STA. T 1 -- 2% 2z VAR. Zx EYPICAL SECTION *NOTE: TYPICAL BRIDGE SECTION VAR 1 ES VARIES `"' •i i�a° -4-'� �^!Ir•. �, °a�•i. y �S `�• -.,•., `�• r MURRIETA STANDARD N0. 103 {t D, B} WATER QUALITY SCALE MAY FALL IN PARKWAY MURRIETA STANDARD NO. 103 (MOD. B) & NO. 119 --�- - T I = 8 fl• R-VALUE - 47 °`°+a, ae a pq•ao- a,O.. _do00O°° °c'O°+" •s`°•1do• eoopdo0.®.• d°.''°•.O .c' '� rill ° ° R-VALUE = 47 a- jars �;. •-d�d b b �b°e.0�d eda. .eodee,do• '°a p d ad_. ..b t -.t f �t1 „ �' " "-"'-°.'` AS SHOV�N ON PLAN 8e DETAIL SHEET 21 . T, I I. = 8,0; �ES y, I PROP. • PROP. 4 ��A.C. W/SEALCOAT PROP. NOT TO SCALE NOT TO SCALE y ' - PROP. 4 A.C. W/SEALCOAT E`S SIDEWALK O ER 10 A. (CLASS 2) SIDEWALK '> > „ OR AS REQUIRED BY SOILS ENGR S S I p AS BUILT SHEET CITY OF l�/Ij.���EETA SHEETS -� OVER 10" A.B.(CLASS 2) - -, PROP. C&G OR AS REQUIRED BY SOILS ENGR. (TYPE "A-6") JACKSON A�T�N U N U I T PER �© .I AN '�'t THE RECE I PT OF AS-Bu I LT PLANS AND C I TY'S ACCEPTANCE THEREOF DOES NOT ABSOLVE TIE l SIGNING & STRIPING 4° NFL PLAN N{N ■ DESIGN ■ CONSTRUCTION SUBDIVIDER/ DEVELOPER OF ANY RESPONSIBILITY FOR THEIR ACCURACY. 2 ENGINEERING DEPARTMENT 30 o ELM STREET STA. 48 E 7 .33®-47 E 05.00 PLANS � �� �. 1{ �' 0.C� -1 "I 7 .0 C) (BUS TURNOUT N LY. OF CL) PROP_. C;&G STREET IMPROVEMENT PLANS TYPE A-fi 4=OOUN r OM TM M�,sum 100 nr� MURRIETA I ETA STANDARD NO. 103 {MOD. B) { , ") No.60132 ■ �n�CULA,CA A 92591-6022 ENGINEER OF WORK RCE DATE JACKSON AVENUE TYPICAL SECTION T.I. = 8.0; CONSULTING S u L.TI N G M676.$Q42 . FAX 9551.676.7240 . , w.r�.ddm **FOR CITY OF TEMECULA R-VALUE = 47 s� j �� NOT TO SCALE TYPICAL SECTIONS PORTION ONLY LD09-072C0** NOT TO SCALE lF or ���4p� CIO Underground Service Alert BENCH MARK APPROVED FOR SIGNATURE r ��•�°� ' ��{ RECOMMENDED BY: DATE: �. e�VORE Yoe RIVERSIDE COUNTY EENDAW;K T-59-81: ALUMINUM DISK IN SCALE PREPARED BY DATE APPROVED 0 a a Calf TOLL FREE CONCRETE. LOCATED 124.8'W. OF CLINTON KE I TH ROAD, - RT K. I NG DATE 13 L �w HORIZONTAL 47 6'N OF GRAND AMIDE; 2'S. OF A 6' CHAIN LINK j , I CITY ENGINEER 63056 d .: � ••• �. ACCEPTED BY: DATE:� f �� 1-800 ' '• »;, A SCE STATION AND WELL SITE 10'N. OF J F J H I TCH AS NOTED �,, j DWN BY: ZSR PROJECT NO. DRAWING NO. Q GR BUT AR - R.C.E NO. 471 422 4133 P.P. 2075052E;SET F I BASS W I TP�ESS POST 1' NORTH. DATE VERTICAL DATE INITIAL SHT, Q o o DATE INITIAL DIRECTOR RECTOR OF PUBLIC WORKS CITY OF MURRIETA D. TANNER III REVISION DESCRIPTION BY: JDT 07-311 Z.- }fir' n CITY OF TEMECULA TWO WORKING DAYS BEFORE YOU DIG DATUM NGVD29 DATE: 1-31-83 CATION: 1199.072 R.C.E. NO. 58994 AS NOTED .C.E NO. 60132 ENGINEER OF WORK CITY APPROVAL FIELD BK: VC11501 T tI fO 92+ 0. t8 tL i i 5. 18 I0 to ---------- ------OTK.'(0 00%t m*C 0)04 t >+ C44 0) 0 to ----------- ------- --------------- ------------__0 13 0 ILJLJ T U_0 0) I+ 100 LL_t0 I(O i + ILO 1(0 T+_ Q to LA_ ------------t ----------+1120 0 0 U-)+ C) 0 0 C*4(0 + I0 U) ........... -4 0 0 VC,0 LO t (O 0 CIO LL_ 7�0+ C:) 1 0 i CO In tj) 0 0 Lj Pi 0, L 1096.4-----------L.L T------ 5% 4-- + 0 1110 u) 0 In tim 0+ C) 0 C� 0 LO C'4 1111) + 6 try T C-4 Lo uy, ------------ .......V -------------------- __1*-----------I T Lr) -001.00 E 1007.16d p 0123 LL V) 1 1G 1 .5.3R%, G� 1 .64* 0 > L 1 Ld (A------------- -----------------1100 I (O to 0 C) 0 f%f) U_ +C) C N(Al 0 T-4 0)+ tV C C:) 0 z 2 +O). C-4 100 V,t7b; O 11 P,I 0 7 1 + 00 N�j C� r �� 8+00 J 00 1 EL 1 11062.73 1PI 10 EL 107 .3 I1090 t %34 r 1) 0 (D + 00 IG1 1 . O%j C" 0 o- 0- V) Icc 0 G2 3. 27*I L_ i to C14 C) + C:>00 r*- 0- 0 C, _F 0 tn 0) + C I+> U_ n In 0 C14 o- 0 Cn (n 1 0 - C*4 to t I0 (0 O� <1080 + 00 LO C-4 0 0 0 +U_ V) LO N ix <C) +0 0 K) 00 0 <+ 0 tf), ..I I I I 7+_0 0 UI V) i 0 CD I0 0 C) i + (0 0 I+ C) 0 0 i C) + (O+1070 t ------ --------+ i LO i4 1060 +II----------__T------ ------4--T 1050 -------------- Iit1040 69 68 67 66 65 64 63 62 61 60 59 58 57 56 55 54 53 52 51 41 40 39 38 37 36 35 34 33 32 31 21 31 PROFILE HORIZ: 1 to=200' VERT: 1"=81 E UL LL 0 LO BEGIN IMPROVEivir—WS/ Uj 0 LU NTS/ 0 L .Woo aww".%awft"Aw qwAw "wm*, 4ww* 2 4 A 27 2A- 2Ljj��t Z!k2, -4,-0000— AD (D-�7 U L.Li U) CN 00 F-1 Ld Li cr_ F- Cf) LIJ 0 a_ W SHEET CITY OF MURRIETA SHEETS y TA 1( THE RECEIPT OF AS-BUILT PLANS AND CITY'S ACCEPTANCE THEREOF DOES NOT ABSOLVE THE OA P ANNING N DESIGN 0 CONSTRUCTION SUBDIVIDER/ DEVELOPER OF ANY RESPONSIBILITY FOR THEIR ACCURACY. 30 z 200 100 0 200 400 600 LA.A STREwmmlp IMPROVEMOrm.mm"Ip PLANS of-, No.60132 4M OWM CEffrM DWVE,SUM 100 sm n L 1VIC TEMECULA,CAUF<MA 92,%1-6022 ENGINEEROF WORK RCE DATE JACKSON AVENUM C) CONSULTING 961.676.8042 FAX 9,51,676.7240 a www.RBF.com < SCALE: 1 "=200' 1 V I CENTEwmohm INE PROFILE*FOR CITY OF TBECIA-A PORTION ONLY LD09-072CO* OF C k0 I 00 Underground Service Alert 17*1_ APPROVED T_ : DATE: rIV13- ORE RIVERSIDE COUNTY BENCHMARK T-59-81: ALLNINLN DISK IN SCALE PREPARED BY DATE 0 ROBERT K. MOEHLINGG T_ DATE Call: TOLL FREE CONCRETE. LOCATED 124.8W. OF CLINTON KEITH ROAD, 00 ACTING CITY ENGINEER RCUM56 VUE NK ACCEPTED BY: DATE: 1-800 AROUND A SCE POWER STATION AND RCWD WELL SITE 10'N. OF H I 7�ff OWN BY: ZSR PROJECT NO. DRAWING NO. GKE . 4 422-4133 P.P. #2075052E-,SET F I BORGLASS W I TNESS POST 1' NORTH. DATE DATE INITIAL JDI < D. TANNER III CHf(D BY: 07-311 TWO WORKING DAYS BEFORE YOU DIG DATW.NGVD29 DATE. 1-31-83 ELEVATIOtf. 1199.072 ENGINEER OF WORK NO- CITY APPROVAL F I ELD BK L 4 zop't "'�%JLJX N P CIO U-) t7 0 T L I6= r i i U-4- 1 (0 p T K) U) (�o 00 PORE I I L VA I I OW"I NANt5 I 1"I ON 16 i Lr 0 p @ 91�8 78_1 5+ + + E 1 47 VAX- �:i rVA11UN 1NA L I0 L0 4 - 04+0C 00 t- co + F_ ------ -------jj­_----------+ CD I 1N r4) I i ! i 6 CF 7 (0 ()O -2 13% ilup 0(32 -1 3%c6�t 00 C,4 0 (3)pe) r1f_ z 0 Q0 G .007.---------- ------------------ ------ I - _­__ m 0 ())8 CF IU Ii F-0 (N(O 0 00 CL I-+1 + U Qor + 00 F--4 1ST VV4 0 In C > z C)+ bi <U FL PER (O (O V+ I ILO +7ri PRO LL_L-A BA +N In 1 Lp+E) RVIT.vc L_I 0 F-P�) co In(A-f,9 ---------- U&O +2 i z A 0 �_j U-�CF 0 4 4 01 16Z S PERE EV TibN iTRANS' TibN 1 P ROP­-100 U+ 0 6 CF I------- ----I C n i F- LIJ U it, c) r--+ 0> 44 - 0 1 i i i U LL_ U + 0 I00 Ii 00 0 U 0 0 U V) F b)+ < U) 0 iv- C4 > > Z U) LU �j 1 LLJ F-C 0 77 C-� CO r-,t-10 �O U) Q0 N Z In F-0i bi i ry Iv7 I +V 00 0 0) Lli I—1+ + C) C)o 00 ROP.N IL I-tD- D10 Ja_aq I 00 00 --00- ac> �Lr-PROP. 00 co C� + CO Ln ST Fp @I 1 10 z EXI t-- C, I-AfED-1 AN T)' + 0 0 0i 0 1EXIST FG 0 i I+01 - fj",b 2.138 EL 116. 11 1 1 5.0, R M---------- i __ -_P__Q_t_\ -UNI_T TJ __0_fF J_ (I+ 0%G11 i-2 OO!1,, G 2 1 $5+ 2. .6 1 11 22 1+ 10 J00 ry I4 06-,I- C0 ER h In I W i i I SITI N MH! z i I 1 W , I i I i I I �-!n i t i + 6.OO'S LY luv (k W Ui SUPER OR TION<�F Cj�_D -b IF- Ile F-- y_j U EX 41 CN�n z 164531 741 C) .$EWrR JMH IL F U i I1+1 I m i CN I um UD U IEn qT 0 Ft->- >C -1.0 i x i + C) bji<z SLOPE 1/4 Q0 0) Ld t--+I-PROP N -7 +o pk/PER FOOT CO CUI + L Cj +;In P ROP, .S _0 1 0 0 jMEPIAN 0 i +7 LL_i 0 7 L00 r I U i U0 ------In+ WAT OC) r U I TC' I+ 0\1jr- U_j 1 i I �.-4 i - 1, i ! i i 11116.75 f F 13.501 In 0 L 11 C,1 1+ CN Ld C RB 4 _-6-100 +U. 0 F U i i ( a 1, CD m F1__ ; I i i 4+ 4L-4 F_ PROP.CIO U CURB 0) 00 i 0 Ln 0 +i+ C14 i 0 00 i 0 N. T.S . i -1 ------ I_t (0), CN 2-90-- I----------- 4 ORT-1-0a+ ! 00' N 6,8+04 115 L 1= I 1 2 3. 1 00 1 1 SLJP TRANS 11T I ON-J,+ CU 1 cc t 05%, '2 1 .03Z In LIJ U IMOD PARKWAY CULVER L 0�42) L ---J,......------ - -----N.T .S. t < V) i i i C-6 0 V U t I 0 0 In >PROFILE N - IIJ I ry f4& -5 7�KbUN HORIZ: 1 =40' 41 .93%'! CO 0) LJ F- PORT I ON 270 1 -1 .09% 7 1 IMH------J L d2 SUf"E R VERT: 1 =41 1 1 Ekj.SE1WER 70 69 67 PLAN 65 64 63 62 61 6 27 1 =40' 40 0 40 80 120 DRIVEWAYI SCALE: 1' 40$ a I a a :2 a i=24' NOTE : MEDIANS FROM NORTHERLY PROJECT B U.) SCALE: 1 "=40' 19 0 TE �1121 .96)FS E 7114.9'+ X. MH + C 00 0-11 16 00)T 6 A Q--C) 4 65'G JOIN �X. C& IL EX.ROW AND SWK---0- 0 OWNER: SILVER OAK+ 65 ZN) 0 Ic') 0 :11--------- 31� k OWNER: SILVER OAK M. V zo� � k I+ -50 6+ .68_xw­& -�2 f 1 1 1 7 68)FS 64+ 78.35,,6C�X. 8 55--�1�11--_ -PROP­,;-247RCP',1�1 L0 L NE A-LA. I Y. WA I, 24 z 48 1112.80 EX.8 E 39 FL 70 m . a- ......... 1 1 10.76 TC 0 ilk ......9'I,V 10 W 69+04. 15 07,1 125. 1 8TT-C\ A W 'A ND SWK-_­-L-� H AL^0V-4 11NE------- TC EX�. -FH i"65+50.00 r,�E . _55 I%,X.ELECTICAL 0__4 1118. Uj x.F, 11 __/V Uj L?4-. C:) . f;V I -0 97'56TRUCTION N( L 6 co CONJO DTE W T R CP AA 65�05.38 0 --a '--­­', - I I I", 3: 8A EX.PP #4526972E MJ W r 1.0 fn W 0)0 - - ROW-7 IMI 0 0 3 V,7 APN 91"'1-O`210_`4O31 ERM/CA;_= m 7 Cn K 2 OWNER: LARCHMON'T \P,\A-R ri).EX.TELPHONE 6 6 +76. 16 PCCI R 00 (8gA�F 66 35+5 2,.,,o 4 "I BEARING/DELTA 7 RADIUS LENGTH NOTE EX.PF #452697-1,E ADJUST TO GRADE. --BEGIN TAPEER-x pp 6 I r 10 0 16 8" CURB & GUTTER 25. 10 I0 1122.00 143.'30 8" CURB & GUTTER 0 13EAR I NG/DELTA RADIUS LENGTH NOTE 17 7019'03" 0-­BE­REM0 @ "DR I VEWA)Of ry 12 EXISTING EMWD MANHOLE; ADJUST TO GRADE PER EMWD PLANS 1 2501751" 1125.00' 496.72' STREET 19. 13' 8 CURB k GUTTER CA L I'PA/VS IN*1 2' 2 S \\S 0 Cf) (FUTURE) 2 N 41"40' 12" IN 120.97' STREET Q 19 1 .00' 3.04' FUTURE 8A URB $P #4 31 �),E�X.P, +OO*2Op16" 1087.00' 6.41 �269170E 3 40 0 40 80 120 20 1118.00' 72.87' U I "01 5 ES PN, 910 >01*28'33" CON 61+20�-k,91 EC 4 1087.00' 28. 21 11*01 '06" 1118.00')O 11 1 I 3.50 1087 URB E A M 18 EXISTING TELEPH 5 23*28'59 Ot) 445-'9 1 6" CURB Be GUTTER 22 1 .00' 3.151 NT K,,%iiiimi SD\ ow �m IER 23 6 N 41'040'12 12-0.97 U 1132.00' 232.55' 8" CURB k C3UTTER SCALE: 1 "=40'19 CONSTRUCT 4 THI NT PER TON OF DIG 7 05*5857 U 24 8" CURB & GUTTER >00 EO-NCRETE DRIVEWAY 25 1118.59' 40.38' 8" CURB & GUTTER SHEET SHEETS 1 8 01"40'30" 1163.0 34.00 I�'S S 1041y CITY OF MURRIETA 0 2 I e THE RECEIPT OF AS-BUILT PLANS AND CITYS ACCEPTANCE THEREOF DOES NOT ABSOLVE THE 0110% 9 654.20 CU 26 05*09'24" 40.031 81PCURB & GUTTER 1-1.11* __ <�' SUBDIVIDER/ DEVELOPER OF ANY RESPONSIBILITY FOR THEIR ACCURACY. 3 27 1 1122.00' 35.09' 8CURB k GUTTER _f__ � PLANNING N DESIGN 8 CONSTRUCTION_.A d7 < N MANHOLE; TO BE RE 11 11046'14" 1132.00' 232.55' 8 28 N 4 8" CURB & GUTTER I I MENT PLANS 12 7.00 21 .99" 8" MEDIAN CURB 112#1 W -_ 8 LAJ IMMOVE No.60132 -UM COAM CEMER DFNE,SUrrr=100 SM 0 13 7.05' 30 18*12'05" 1118.00' 355. 16' 8" MEDIAN CURB TEWCULA CAURW"926M-6022 OF WORK RCE DATE IJACKWN AVENUr,14 08031 '42 to 9 40.32' 8 U ER 31 45028103" 4.00' 3. 17' CURB CONSULTING 9M 676 8042 FAX 951676 7240 a www REIF com ENGINEER < 01 JACKWN AW. 72+00 60+W 15 IN 15 0 5242" W 40.38 35.00 29.01 8 It MEDIAN CURB V or Ck 00 Underground Service Alert I I APPROVED VORE RIVERSIDE COLf4TY BENCIUARK T-59-81: ALL)MINLJM DISK IN SCALE DATE Call: TOLL FREE ROBERT K. MOEHL 0�CONCREM. LOCATED 124.81. OF CLINTON KEITH ROAD, I 1,11mommumalmme ING DATE LO 4 7 ACTING CITY ENGINEER 47 1-800 < 422-4133 ARWNI) A SM POWER STATION AND RCWD WELL SITE 10'N. OF i HITCH DATE DWN BY: PROCT NO. DRAWING NO.to . SHT DATE < T 1' NORTH. _--j" D. NO CWD BY: JDJ 07-311 13..0 0 TWO WORKING DAYS BEFORE YOU DIG DATLM NGVD29 DATE-. 1-31-83 ELEVATION 1199.072 R.C.E NO. 60132 ENGINEER OF WORK CITY APPROVAL FIELD BK: 37 In�Upm_t� 3 -4�O T L I�94 I0 C�l I !Pn TTQN 791 Vr i T-7 t i @ I U 1P1 45t7O 001 ELI 11096.67 1 1 56 b j 3L 3.35LF if f 57 -1 .0()%, 1 G21 __4 LF i U D Li F- C 1104. C C:) o r-�, 0 r-4) f f U + 10 i 0 i 0 0 -A U i C) (N o al C) + 0 U 0 i ab W! 0�2 0 + C i 0 00 Ce L-0- __j M>11 ------ I if 2-m Ln F C) CD F- 0 U) 11 10 'RT + 0 0 zli ro L ------- J rn B CD + 0 + CUR + 00-1 00 Z_a ------ LO LILJ U Lo �- 4-- L Ln 1 U z 0) + PROP. (j) 0000 LLJ 6 00 Q C)o 11 0, R F <�) do N 'N ij U.J ---------- U Lo r- Lj a_ Ln CURBI + o 0 4- N L�y U !PROP.' 0 y 7? ICURB­ ------ o' ! VC1 ­0 �\PE R U 0 2T k.�j uj� �_j OLJ I -I-qu yu 1 1 11 \n- -T,4 w U1_1 L_�__ I wzj�.j -T 1 rylu ol Li C � N 00 T + o + 0 L U -IV 0 1`4 IL §9-�5t -0 -JF- -55 MPH 0 iu 6 611 1 Ln + <10 LI_ DES �3N P , + --or-cc) bi 0 0 N Ul Ln 0 U 1 LIJ F-- n I F- i- Lo zi i i I >-F4 + 0 i I'Lij C-) IF-i UD N ik--) L Lo 0'm LLJ 0 CD + 0 0 ltj F- iN_ > F- + C ooi% 58 LY i- N)o luj 1110 F11qP-N Ljo i. I U 0 ------ _tn Lft 114 + LLr 10 'UR$ co 1 00 U i + Cr p a fu 00 +i+ oc 1 + --CL (D 00 + F- (D 0 MED CURB Ln,1 1110 L Ln + -Z C-4 b Cn i i in 1 Q Lj CL q 00 100 i + 0 i i 1 00 CN C 0 LO 0 i U U o I+ Ln MED. CUR + ------ 4 Ln 00)+ oo/� Li -77 tD al (.0 r 1 C Ali nn Ln 1120' 1BAY T AP E R 0 1 1 .001 110 CD I Uj D 0 In t7n 11101.of Im n C� Ln i U 4 -P-R 0 P­. F G co 0 000 Cif 1 -2 - F tim 00 op. 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'1,1�11'1�A 1CmP i -4. % T -4 -4-4- -T PROFILE L HORIZ: 1 =40' ---------- ...... ----------- w _4 ------- ON- ------- CKS VE 41 60 59 58 57 56 55 PLAN 53 52 51 50 SEMEN 48+18 58+57. 1 58+APN 910-020 '0"3 ....... .33 BC LC-) (59+Z5 91 EA § PROP. 18', RCP 1 409 tEMENT 1108.70 TC 4 89' N'LY OF PROP. 181#R -�751 00 S IL \R K,�, X pp NE VE Ow 0 -�SD, LiNE C_1�3 2 � 84.00 BEGIN TAPER 105- .4 c.4 r X X Aff ----------Aw- C*4 1 .0 _NS - I VV__ Lj C) Z LE;\, \ , " "- 'k %, I y JTURE 6+44 0 -5-3+55,__ 'BE 50+24.00`13C i+00.00 >"O' ----------- Lj 0 120- FILL F __9 `N L Y OF 'PROP-24-,',',RCP ­SH 1 CB EE EF U) Q EX 24 NPI /SEE S 19 INEI F4 381. 11 RR LL �1 i I i I i 1, --EX.-FENCE T t , LINE)g Tq BED IE SD I` 48+78.33BC #3 mu TA\, 1 &CBVH 1 HEtf 44 1 W C 4 1,105 ,1 1 7 S E (il NAT.n V -04 < 0 4+5>.,,00 31 4 0 9 RNOU 4 00) 'NAT 11098.07 TIC /* mto- f7 09 + 0 F 00 W FILL 1 09. 10 0 FL 1109. 00) 1 .63% alp W7 X_ _ x _ _ x x LLJ Lj 1 0 4-_VIZ I)p x ROW _X �, V; t-- a x V2L: Lr_ x F- 800 8to ROW F�Ml C2 14 0WA t + 0 + 4 4 4 12, WAT w w V, w cr_ W_ gN:7 VV W_w W, w E)(, 8 W� w LA (24L 00 EC BEGIN',TAPER1 8""S 52+ wr, Uj 22 '00 A rn, F- 0 Cc Lj Z E Uj *:j 24 57 on C* 2 LJAJ Lj I J:) '00:9, io 52+98-�,Oo air �1 z 49 w CO co 00 ECL_ P-64 Vwr A 17) LL_ _R, z MJLU I -9+41,.5*E� -AVE T MJUJ V3 43 51� Nt C Uj 0- )IJ L 'OH Ll JMLU 0 r -1 %_j in Uj k��() 0H p #44SA + Ll 22 H,L Q,j )H SH"NE w1=12' E 0 X RO A2 � A 1, w 5 n 0 0- Uj Ld z 1 .22% 9 L cn I.- on 1 21 Uj TL 18 0 D 0 1108.58 00 (0 7 C x -1 ' i 4 LO 1 10-i.. 34 FL :�P!i I Z � 111 0 _1095- < 0 0 1107. 40 o q- in D92-.,061 1115- 090-FILL (D lot 0) L7_ 1C PO Z* 0 Ln 0 06\.5 ',�51+2'2 Ly N 91 -060-007 --r ' A 0 (1) z (00) ------ NAT G z 2 6 ,4- 1+1 55+76.00 COD 2,4 a- coo LL- < m o V-*�E�. B C 0- CJT 8A EC '54 Z LLJ + + HT 00 x 0 E P � # 2 (11 8 05/ z z m UT 5 8+,�2.9,7 5 ioi .4� 6*16.00 BC BEGIN TAPER 11081 70"TC ", 0 5 0 0 444V 9 3 9 a 7k,,,22 89 Li T f19 D EWAY \'K .0 `OWNE _,C I-T F A E SHEE APN 910-060-006� A P # 5 8 11 2'.38 TC',� 09E 4+68 Ff'APF,.,,' S OWN RONA A F- Ld _J ------ BEGI� TYF,,,,.SECT 5 +00.5 cn (n < APN 9 1 O,-�020 - 20 .87 .3 Ljw z < ,,,­L' OWNER: LARCHMONT CB NDA &CB\#4 8A 11 # TC BROWN 12 S MURR 1 0 Or\ 0 z OWNER: PAULINE J . 'OWN 100 0- LCONSTRUCTION N00"'TEboft I . OVER 10" CLASS 11 EXISTING ELECTRIC VAULT TO BE m LI LINE D. 602 EDISON 4@ BEARING/DELTA RADIUS LENGTH NOTE 25 N 8" MEDIAN CURB CONSTRUCT 6 CURB TYPE A-6 PER CITY 00 36.00, 8" MED I AN CURB @ N N - 75.27' STREET 27 50.00' 3.33' BUS TURNOUT I 2 N 41"42'04" W 1124.730 STREET bi 28 N 45*,M p 55 n W 56.80' BUS TURNOUT (9 CITY w 3 N 41"40' 12" W . 75.26' 6" CURB k GUTTER 29 50.00' 3.33' BUS TURNOUT 4 ry 40 0 40 80 120 U 15.00' BUS TURNOUT 425 5 N 41040'12" W - 75.29' U 31 07*11 '20" 319'.64 0. 10" 8" MEDIAN CURB 9 . I A 6" CUR 32 N 48049'34" W -- 40.31 ' 8" MEDIAN CURB 320 (FUTURE) > 7 N 41042"04"" W Y HOLE; ADJUST TO @ SCALE: 1 "=40' 0 '33 07"11 '20" 3119.64' 40. 10' 8" MEDIAN CURB @ NATIVE 8 N 41042'04" W 309.64' 34 40. 10' 8" MEDIAN CURB 24 CONSTRUCT 8" T 16.00' CONCRETE DRIVEWAY rim A 9 N 35 N 4849'34" W 40.31 ' 8" MEDIAN CURB ��'SS1041 SHEET SHEETS 16.40' U UTTER 8 �f TFE RECEIPT OF AS-i3UILT PLANS AND CITY'S ACCEPTANCE TFIEREOF DOES NOT ABSOLVE TFIE CITY OF MURRIEI A > 36 07*11 '20" 40. 10' TA 11 N IV, \). 0 9 " HOLE; TO BE o4A 4 30 41*42'04" W 16.00' CONCRETE DRIVEWAY 9 :0: � PLANNING 8 DESIGN N CONSTRUCTION SUBDIVIDER/ DEVELOPER OF ANY RESPONSIBILITY FOR TFEIR ACCURACY. 37 40.10' 4..; - to W @ A,� Vo 116.82' 6" CUR 38 N 48049'34 40.31 ' 8" MEDIAN CURB !i� 42.00' 8" MEDIAN CURB PLANS z 00" 39 07011 '20" 40. 10' 8" MED I AN CURB SMEPET IMPROVEMOMT PLANS < 14 2.00' 6.28' 8 MEDIAN CURB 40 07*11 '20" 40.10' 8" MEDIAN CURB MANHOLE; TO BE No.60132 4M OOUWY MUM DWVF-SUM 100 JACKSON AVENUE TEMEMA CALff=OMA 92W-6022 ENGINEER OF WORK RCE DATE 15 N 41'040'12" W 42.00' 8 CUR 34" W -- 1 40.31 ' 1 8 MEDIAN CURB CONSULTING 951.676.8042 FAX 951,676.7240 a www.RBF.corn a 41�� el V Iv JACKWN AW. 60+W 48+W 16 2.00, 6.28' 8" MEDIAN CURB 1 42_ 07 11 '20" 319.64' 1 40.10' 1 8" MEDIAN CURB -10, 1 < 17 N 41"42'04" W 198.00' 8" MEDIAN CURB lie,266.00' 8 MEDIAN CURB Underground Service Alert p V ORE ),, - APPROVED 00 19 N 41"42'04" W 266.00 8 MEDIAN CURB RIVERSIDE MJNTY BENCI4WRK T-59-81: ALUMINLJM DISK IN SCALE DATE r- 20 N 41"42'04" W U Call: TOLL FREE CONCRETE. LOCATED 124.8'W. OF CLINTON KEITH ROAD, ROBERT K. MOEHLING DATE it 21 180,000,00" 2.00' 6.28' 8 MEDIAN CURB 47.6'N. OF GRAND AVENI.&- 2'S. OF A 6' CHAIN LINK FENCE ........... ACTING CITY ENGINEER RC61SO56 22 180000,00" 2.00 6.28' 8" MEDIAN CURB 1-800 Ln AROM A SCE POWER STATION AND RM WELL SITE 10'N. OF E ZSR PROJECT NO. DRAWING NO. 422-4133 DATE DWN BY: 23 N 41"42'04" W 198.00, 8" MED I AN Ct PB P.P. #2075052E;SET F I BORG-ASS W I TNESS POST 1' NORTH. DATE INITIAL SHT.[_2ATE JINITIAL CHKD By: JDT < 24 N 41-42-04- W 266.w -4 D. TANNER I I I NO. CITY 07-311 .3.? DATM NGVD29 DATE-. 1-31-83 ELEVATION:. 1199.072 ENGINEER OF WORK APPROVAL FIELD BK: < TWO WORKING DAYS BEFORE YOU DIG R.C. -4 4, 4 L L T 71 A L Q4 0 C -4 l )961.07� 0 C 10.C'� C C4 4 +7 .0 E P I @ 38 60.0 E U -0 + F-+ Q­­ CD __­G1 --' 1 4 _4 2 o­ U C-91 CD 1- U 0 + C 00 .0 (P > C) .0 C:); '4 00,'- 0 LLJ + J0 ---------- 4- U cp C) > 0 U�j p U 4 1 �j i I I I Of -r +100 F- U 0 to i 0 C-)i NIC 0 1�0 D!f + F i I(N ! 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' N + P I G G�i 1 00%1 % VERT: Lj � I G2, 11.0� .1bo HORIZ: 1 =40' @_4_5:�,7n _E1__ 67 �00_E-L' A.0 48 z x \41 PLAN JOIN EXIST. 12 ::;;,00,�........O..� SIDEWALK NOTE : ON 0 0 ING APNS 91 -090-019 AND 021 Ld CK 1 40' 0 z 2 0 GO C-3i APN 9 197,100-001 45+64.57! 39+06.28' BCR cc W\ALL 6 7 w 0 z W Co 0) N2 U U_ EX.DR I V APN 0-090-0 \1 TIC < L_ .,,,-,LLC EWAY AVENUE HEIGHT VARIES,,-, m 0 0 11 ., w 0 re.0 Cor- 6 110 r (D (D q P W a _j 0- < U I 32' I ES w _r CK C:)N LL. L 1093.24 dw CF ro-01 ,.0. 1,��t,t,, , LOT M AL 0- w c)C:) 00 z z /1092.31 0 CF SECTION B-B 0 M 0 CD >- to to >- to Um\mum OWNER ' 0 (.0 0 LA_ 0 iz !'I '���",`���,";; , - I TUBULAR W 0 (0 IV) (/) 0- + (X5 (D W ML- + w o z ECR 70 LAJ Q > Ljz < T�Eh--FEN . �,9+18.28 ECR &-f -o) x x 00 + 04 0) < 1ML 3 TC NOT TO SCALE xi _J F- N C 3 > t-4 Uj Lr- -J. z cr) > 2 TF CK) 0 r- 7 TC\ 0 U_V be I �I �?1,"i 1 1­11-1------ N 00 a W TO --RELDCATED 0) z --RET--,WALL-- C14 TC OWNER- ERIC R . 9- -Or PN 1 7�_ 015 B4 TF rj 082. TW + Z (�Y,, NC141 C.0 + 1072.5 FH C� < 6 1 73.94 F/G N W_LO w 11 +_j_Li 1073. r G) K[-a + 14- U o- '�,N 86 Lj < to + Coro U L Tim o 0A,4 to x -TE -10 o+ r 0:� W Ld + C)) bTOO (0 0-L, 67 r 'It 65 00 x Cc If I L I NKQ V4_1 VII (f) < z AEC< i V) V-(0 X Wv m 0 C'q 0 N jjjA 36+01.00 I- L4 fr. 8+5#.28,dCR x C-a*X.WA V-1 A I kju 1 C, . . . m CIO x x --rex x Ld x _j V_ -of Ir 0 < V) 8 (D 0 < U) �EX 'ROW-� �\2/ 45+4�� 41 W 72 W W--�-�72 , W, \' _V I ;EX. 1\2 31 U9 + W W 1 0 - 1-11 �1_ will"11 I Uj z : EX, 8 EX 1291 a- oo 43+ 7.66 0 X_8 4 OLU PEDESTAL 42+'87,.00 1 1 , 04 Z 39+24 0 M I 1W 5+25 00 4 E f 4)A w j LJJ F- Z 7D;Z-- FR z :m r_ko 14D (A 0 w Uj t-q �- 27, 9_�, %Z 1W ;_��, VV ino \05) _j 0 0 N L�m �_ 0 0 X BC + (DOW E Ly- L X: T to oc U­ T, ENDF TAP_N77. T 37 T 17 T_ , 36+9,-7.6 A� sui < VE . T-� T T- T .,P- 7.55, 18 ZOP 2 p S;=3 PIN 'TA Uj low w XW[L OH OHL OHL C HL �D -1_1 D 2 i1h W W < 2 ca W 0� 2.74% :m w 00 1 .00% -10 4 Q F- Ld > __`1_079. 19 FL 4 _10 Ln +68,.66�81C 37+2- . LO FL 00 Sl Y 90-----1080.L2 RI A 41 , 1 Y % ? - '1,:�.e4jl r- Z 0- 0 092.3 0 Lj :m W9 _j F 0 L5 C J� (0 LO 0 0 no Z Ljj o F- U_ W IA_ 0 67 CB #6 z 4. "BC- 0 co I o _j GLEN A. k FL APN 910-060-007 EX. 1064.0 01 44 __109 , �\ OWNER 31 1 39+55.35 EC Y #42 00) U_ IG_ ,UTURE,V) 0 U) w FEBECCA G. BARFKNECHT �Q - \ ' 1 42.0' SLY OF o U_ z + *8A 44-;�I2`2 < 0 28 '\E\X, "P ,#44561 A V zi, S'LY 01 z \ I \ ", ,, - co R) EX.iPP #4 -38. LY OF 0 -xi ....................., -0) CL, S LY OF 38+55.00 OWNER: LILLIAN E . STEPHENS 42 .0 0 - W 6 UU 31 C FUTURE 099.25' EL 5 EC Liu 461t32 U27 00.75' R 1 41 -8 Y OF 38+88.96 Li W --,38. 11 ' Sl F- 5E* Oa- 4 Z z CAI *F- LI 2, t 4. I ,I \' 16 CUR 00" 3.33' BUS TURNOUT 1 12 11107 37 03*48'51 50 CONS'OrRU'r10"OTF 162.00 8" MEDIAN CURB 27 198.00' URB 56.80' BUS TURNOUT %mp 1 04" W 162.00 0 8" MEDIAN CURB 28 N 41042'04"' W U 39 50.00' 3.33' BUS TURNOUT CN EXISTING BLOWOFF TO BE RELOCATED INSTALL STREET LIGHT PER CITY OF REmovEEXISTiNG AC Am REPLACE IN I - 00 U @71, 19 1 2.00' 6.28 8" MEDIAN CURB 31 .67' BUS TURNOUT 40 07011 "20" 40.10' 8" MEDIAN CURB II AGGREGATE BASE PER RCWD PLANS KIND ARING/DELTA RADIUS LENGTH NOTE 20 2.00' 6.28' 8" MEDIAN CURB 30 03*48'51" 50.00' 3.33' BUS TURNOUT 41 40.31 ' 8* MEDIAN CURB CONSTRUCT 6" CURB TYPE A-6 PER @ EXISTING ELECTRIC VAULT TO BE CONSTRUCT BUS TURNOUT PER CITY OF @ I NSTALL 2- CONDU I T PER SIGNING 0 BE 1 1200.00 STREET 21 N 41 0 42'04 W 198.00' 8" MEDIAN CURB 31 N 56.80' BUS TURNOUT 42 40.10' 8" MEDIAN CURB C I TY OF MURR I ETA SM. NO. 301 RELOCATED BY SOUTHERN CALIFORNIA STRIPING PLANS " W 01 EDISON 2 IN 4 6" CUR 22 N 4 16 42'04 W 282.73' 8" MEDIAN CURB 32 50.00' 3.33' BUS TURNOUT 43 07*11 '20" 40.1 8" MEDIAN CURB EXISTING DETECTOR CHECKTO BE 41 42' W 282.72 CURB 33 50.00" 3.33' BUS TURNOUT 44 40.31 ' 8 MEDIAN CURB @ EXISTING TELEPHONE EQUIPMENT, TO WAY RELOCATED PER RCWD PLANS 3 90000,00" 12.00' 18.85' COMMERCIAL DRIVEWAY 23 N 04 N 48 4 BERM/CURB BE RELOCATED BY OTHERS DESIGN MANUAL. 4 90*00'00" 12.00' 18.85' COMMERCIAL DRIVEWAY 24 N 41 42'04 W 198.00' 8" MED I AN CURB 56.80' BUS TURNOUT 45 40.10' 8" MEDIAN CURB Li I EXISTING FIRE HYDRANT TO BE 419 W 445.36' 6" CURB k GUTTER 25 2.00' 6.28' 8" MEDIAN CURB 35 50.00' 3.33' BUS TURNOUT 46 07'011 '20's 40.10' 8 MEDIAN CURB > 6 PROTECT IN PLACE. CONSTRUCT LOCAL DEPRESSION FOR @ CONSTRUCT MODIFIED PARKWAY RELOCATED PER RCWD PLANS 26 180*00000" 2.00 1 1 6.28 9 8- MEDIAN CURB 36 N 41*42'04" W 46.67 BUS TURNOUT 47 IN 48-4 10.36' 8n MEDIAN CURB 0 CURB INLET PER CITY OF MURRIETA CULVERT PER CITY OF MURRIETA SM. 6 90*00'04" 12.00' 18.85' COMMERCIAL DRIVEWAY T --7 ADJUST TO GRADE. CONSTRLJCT COMMERCIAL DRIVE U_ SM. NO. 425 ENTRANCE WITH 6' SIDEWALK PER CITY 7 89059'56" 12.00' 18.85' COMMERCIAL DRIVEWAY r1M A li 04" W 118.94' 6" C SHEET SHEETS RELOCATED BY SCE @ INSTALL DIAMOND PLATE CURB COVER OF MURRIETA SM. NO. 310 A THE RECEIPT OF AS-BUILT PLANS AND CITY'S ACCEPTANCE THEREOF DOES NOT ABSOLVE THE CITY OF MURRIE 1 0%0% > RELOCATED PER CITY OF MURRIETA SM. NO. 602 9 1 90000,00" 12.00' T I 00001001p el *5 CONSTRUCT 6' SIDEWALK PER CITY OF CONSTRUCT 8- TYPE `D' CURB PER @ CONSTRUCT TYPE 1 RETAINING WALL 10 9 12.00' 18.85' COMMERCIAL DRIVEWAY PLANNING 0 DESIGN N CONSTRUCTION SLJBDIVIDER/ DEVELOPER OF ANY RESPONSIBILITY FOR THEIR ACCURACY. NOTE) (9 CONSTRUCT VEGETATED SWALE PER PER SHEETS 29 AND 30 is W CITY OF MURRIETA SM. NO. 305 TYPICAL SECTION ON SHEET 17 04 6" CUR REMOVE AND REPLACE EXISTING goompooll STREET IMPROVEMENT PLANS 12 12.00' 18.85 COMMER rn < CONSTRUCT 5' SIDEWALK PER CITY OF EX I ST I NG EMWD MANHOLE; M BE CONSTRUCT CONCRETE DROP I NLET PER DRIVEWAY TO THE NEAREST JOINT - 09 40=COUNW CFEWER DRNE,SUrrr=100 1 MURRIETA SM. NO. 320(SEE NOTE) RECONSTRUCTED BY CONTRACTOR TO RCFCD SM. CB 110 AND DETA I L ON INSTALL 6 INCH CONCRETE WITH FIBER 13 89059'56" 12.00' DRIVEWAY No.601,32 TEMECULA,CALF<~92%1­6022 ENGINEER OF WORK RCE DATE %JACKSON AVENUE 2) EXISTING EMWD MANHOLE; ADJUST TO MEET PROPOSED FINISH SURFACE PER SHEET 17 MESH AND NO REBAR. MAX SLOPE PER 4" W 35.71 ' UTTER "'I CONSULTING 951.676.8042 FAX 9M.676.7240 - www.RWcom JACKSON AVE, 48+00 38+00 EMWD PLANS PLAN GRADE PER EMWD PLANS 15 N 4 781 .32' U < CONSTRUCT CONCRETE DRIVEWAY @ APPROACH PER CITY OF MURRIETA SM. Underground Service Alert GRADE PER RCWD PLANS APPROVED 00 NO. 308 VORE RIVERSIDE COL)NTY BENCFNARK T-59-81: ALLIMINLJM DISK IN P DATE 1;*7 I-1Z 0, SCALE ROBERT K. MOIEHL ING /P' 1,%~ TE CONSTRUCT TERRACE DRAIN PER CITY Call- TOLL FREE CONCRETE. LOCATED 124.8'W. OF CLINTON KEITH ROAD, 0 GRADE PER EMWD PLANS (9 1 177 30 ACTING CITY ENGINEER RCE 6 T_ . OF MURRIETA STD. ,NO. 415A 1-800 EXISTING WATER METER TO BE RELOCATED PER RCWD PLANS CONSTRUCT DOWN DRAIN PER CITY OF 422-4133 AROLM A SCE POWER STATION AND RCWD WELL SITE 10'N. (OFF y 'PT*H DATE DATE �INOITIAL DATE JINITIAL DWN BY: ZSR PROJECT NO. DRAWING NO. MURRIETA SM. NO. 415B SHT. P.P. #2075052E;SET FIBERGLASS WITNESS POST 1' NORTH. VERTICAL D. TANNM III ENGINEER OF WORK CHKD BY: JDI 07-311 * CONSTRUCT PARKWAY CULVERT-TYPE -13- TWO WORKING DAYS BEFORE YOU DIG DATLM NGVD29 DATE: 1-31-83 ELEVATIM. 1199.072 NO- CITY APPROVAL F I ELD BK- < PER EMWD PLANS PER C I TY OF MURR I ETA SM. NO. 409B R.C.E r*) n _T T 0 4 50-1 -4 F- s4�CL sT- C 4 ,4- + :Y- n, �:4AYl T A Z __C>0 CL N D p0q �C 00 V C _J -7­ 0127-4:06­­ PIP �+00.0 I E 10 3. 0 8V`C1 29+00 UU 8+50.Q 011 0 -is §5 C s 291+14. 19 1 G 3.3, 2% -z 6 s A-L ...... 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TPEN T-D In+ 1POIN11 068.44 rS @ T ------ 0 0 + > co C5 Iry Ile) In -0 U > In �b 0 0 D EX, F 0 54 po U�.n + co co CD + x CK + CN Mu + �F ri i I�j P-' + I In 10 ! - t1h In q Uj cri CD fl- 0 pb + Li 0 rl- Q0 (DO t if 5- Ln -D + -C 0 coo �0 I N'D inin hi wt.Lj 00 t -7 T- > CXQ I 00 E) rhpr.ti LT + N 0 i i In 0 0) ju 'RB -H D licukB ry rp b MEDWI 0 In (0 (D 0 0 CD 1 0 <�c + It + M 1065 LTI ujiu 0 In PO CO + (0 do Q I CD su (D 0 C) CN I rt- I L0 UU4V 0 �.o tb I + In Q0 1 + I U-) CD + 1.6 - + %T I- In TOP OF ARGH C*O 0 ----------- iC) I -- .1 ,C In 4 ON�TRUCT O\)ER GATlE N r- i F- 41, E--WtR-,W U- 1 0- C'\ 0010 N LU + P, 11050 1 L 11� <.SEww 'R MH 00 0 CN -t- VC a2430 'TR 'C -WRE�­­T-Y PE4--&--PER,-G4j+-Y---GF- PI@2p+00.00 I E O.13C P 11 0 !00! U1 r R EL=1062.,36 EMqVE EXISI & BASE PROFILE 7 3.19 PROTECT; INI PL�tt.! '6 HORIZ: 1 40' 62 li-64% 70�BE �RE�(:)(�,3 �2%1 'G VERT: 1 =4 1 36 54 32 NOTE MED I ANS FROM NORTHERLY PROJECT ------------ PLAN 29 28 27 26 25 UCTED 1 40' IFG EX 6 FIG STD. NO. 320 (SEE NOTE) 6 ( 1053.06) 0 O`NWER* C ETA 1p ­1� 1, "Iv FS 010 G/ TY QF\ MURRIETA 10 SIDEWALK NOTE: ONLY SIDEWALK FRONT 1,05a 1 320 (SEE NOTE) cc 63."6,0 TW 29+16.55i��)1'Cr- 0- 0 43 * 1074.1048. TF 7, x /1048. 060 C) 0) > EQUIPMENT (�) CJO V) < Ln U') fo, Cy- 00 at (1053.00) 29. N/9 10-432,4032 E, 5�.,07 LLJ- i % 25+165 1, - __j >LO /FG R'. ARBORE)TUM 8 X-T IC-4 2§414. 19 Ld I \ 00 3= 10 00 w + WALL S 0> 1' 21 COMMQ Y ASSOC . 0 PER 00 Q- 011 'NAT. WING DETAIL 11 -- \1077.34 TF I T CN END ZCULV 0 0 CL I INLP LO -N 0 00 45 + SH C3 Ld OWNERERIC R . & rn X lob -Z 11") w U),� ' 45 Lr- 43 29 LO D 1�64.77) + BEG. FLARE 106 FILL +I FS KI .............. -4 z 1'080-, 7-8 Ito -108 NAT. 10 70 0 CONSTRUCT 'CONCR O!k2 0 -10657-- 07111 ............ .................. T-7-F ILL: tw- X. R lia/ 4% A 14 3 Ile EX ko + OO/:;%.\ 0- w -28 Tym,,A, 77,F,,l 1080 WIEILW-St. VY �'+70, �5+50. ACKS 47 ' I 00 35 .27 27 111 x r\ , E . US TC, z TA 33 T 1048.00 29+78.B JC`4S0N AV 00� (N ��EX, 28+98.1 1070.28, F ru SEP -26 .33 'G T N ILI 54 31 24 TAPER 3 8.a EC BC 32+l,,;6,.85: SL 11 D ig 1`0 3 86 : 11 32+3 CN 6'14 PR A PP GUY SD- Z(0 CALIFORNIA HIGHWAY DESIGN MANUAL. +37 3 ' ­�;, -" 11 1 1 L L . X. 30 _OP w 0`1 --DE A,RCH� 'C 141-1 Ut-YERTS 7. YPE TAI pg 7F 1 + 080 14 .61 A7, END CULVERTS SHEETS,�8 STR CT"U"RAL DE ER- 12 FOR -------- moo* F CO 0 7+ 73 MUFVI� I co in #445811 1 .00% 80 1 INN RAP WITH -E. TC V1 50 IL 3. ------ 0 AN N U IL or% V ROP u4F NAT. Ix 31+3 -64 ---------- - ----- *EX.-PP-T4-41916E .00 47 C) M NAT 1070 - ,64 0 923E FILL �EX.PP #4458 N�D MBG 4 ------ ------- TUR E--.7- 0 ------ 3: LO 45 '71 "U> NAT In � "to r-)I MATCHLINE FL 10511.4 FG) �kp VC) . III-D xy 00 0 INSTALL BEGIN CULVERTS, ELM -X#4 3�+09. 1, E CN k to CK 0)+ + 00 STD. A77AV, A77B1 , A77C, A77F1 , A77F4, A77H, OWNER: LILLIAN E. STEPHENS FL PIN 910-100-005 + 1 50 TW r- 0 SEE SHEET 7 0. r.- V-/ &L- 04�WINGWALL DETAILS 64 I-Lj C14 /7- yw 1047.50 TF 0...NER-. 0 G INV 43 Ld Li ' A 0-006 10 52.00) VAR A-$., APPROVED t ,�&�\'\ � I ., , "" L -r `05 lk ", (10 rn I i OVE %� -- 0. F 8 @ PLANS ......... W FG BEARING/DELTA RADIUS LENGTH NOTE CO 5,14 �:,M,Y,W� l ETA 1 k 40 0 40 0 12 PER\ > 1 317.82' EL 0 102 w ry 2 N 41 38'48 'NATURAL 4 271 .51 \ FIG FG-�, 6" CURB k GUTTER 3' THICK 1/4 TON RIPRAP GROUND TS SCALE: 1 "=40' AND 30 4 N 19.00, LIN > 5 N 41 0 38'48" W 6 of C of ESS 1 (0 0 1 W SHEET CITY OF M UpdzIETA SHEETS 6" CURB & GUTTER 1.0' THICK CL. 11 A.B. 8" MEDIAN CURB 4.1% THE RECEIPT OF AS-BUILT PLANS AND CITY'S ACCEPTANCE THEREOF DOES NOT ABSOLVE THE 4; TA 6 FILTER BLANKET MATERIAL 21 29.96' 8" MEDIAN CURB SUBDIVIDER/ DEVELOPER OF ANY RESPONSIBILITY FOR THEIR ACCURACY. 7 35.00' 54.96' ill I I PLANNING E DESIGN 0 CONSTRUCTION z 22 07 11 '20 319.64 40. 10 8# < 8 90*04'40" 35.00' 55.03' PLACE FILTER FABRIC (NEEDLE __j - PUNCHED, NON-WOVEN) AT RIPRAP 23 134.91 51 .68' 8" MEDIAN CURB STREE,T IMPROVEMENT PLANS 6" CURB & GUTTER 40M COUNTY CENTER MVE-SUM 100 10 90000,00" 12.00' 18. CONTACT WITH ALL SURFACE. RIPRA N 24 07* 11 '20 W 1 40. 10 8'11 MEDIAN CURB- No.60132 TEMECULA,CAUFOFM 92r*l-W22 ENGINEEROF WORK RICE DATE, LCKSON AVENUE FABRIC SHALL BE 3 NOT TO SCALE 8" W 40.31 CONSULTING 95t676.8042 FAX 951.676.7240 a www.FBRcom U 11 12.00' MIRAM 70OX OR EQUIVALENT p C I V I JACKSON AVE. 38+00 25+00 19.64 44 1, 12 N - 6 CURB & GUTTER 26 07* 11 20" 3 40. 10' 8" MEDIAN CURB 4. Is CU r C 00 13 N 41042'04" W 12.82' 6 Underground Service Alert 14 N 24.00' WAY �VORE RIVERSIDE COUNTY BENCHMARK T-59-81: ALUMINUM DISK IN SCALE DATE APPROVED ROBERT K. MOEHLING /40W DATE -1/7//3 In Call: TOLL FREE CONCRETE. LOCATED 124.8'W. OF CLINTON KEITH ROAD, A 15 128.2-5 8" MEDIAN CURB 11 ep HO op M 47. 2'S. OF A 6' CHAIN LINK FENCE rwa ACTING CITY ENGINEER RCE V24% 04" IN - 247.59' 8 1-800 6'N. OF GRAND AVENUE, < 17 2.00' 6.28' 0 8" MEDIAN CURB 422-4133 AROUND A SCE POWER STATION AND RCWD WELL SITE 10'N. OF F DATE DATE JINITIAL DATE JINITIAL DWN BY: ZSR PROJECT NO. DRAWING NO. < I P.P. #2075052E;SET FIBERGLASS WITNESS MST 11 NORTH. SHT CHKD BY: JDT 'OLlk n 18 N 1 .7 8 MEDIAN CURB TWO WORKING DAYS BEFORE YOU DIG DATUM: NGVD29 DATE: 1-31-83 ELEVATION. 1199.072 D. TANNER III ENGINEER OF WORK 07-311 T&/ n-*' - 8 MEDIAN CURB I4 T!S -T t 00 jo D -7 P LLJ w Uj PQRT I UIN i ou VU U CITY OF TEMECULA GENERAL NOTES J�-Ul+ L�i U ;U. i p _1V 2 Q-22- ------- ----------- ALL WORK SHALL CONFORM TO THE REQU I REMENTS OF THE CURRENT ED I T I ON 1w ;[G 1 3.32% G2 1 .�4 m OF THE IMPROVEMENT STANDARD DRAWINGS AND SUBSEQUENT AMENDMENTS. -------------------- -4 -------------------- ------- 2. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE < 0)i UjLj jLJ pq El 1 q,69 '25 ------ ------ THE APPLICANT AND ENGINEER OF RECORD FROM THE RESPONSIBILITY FOR 4 .6 n 0- i m< luo THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING U r4-) 9 Uj i .......... �------------ -C + 1 x CONSTRUCTION. i LLJ C) 7 => ry -3. ANY CONSTRUCTION CHANGE MUST BE FIRST SUBMITTED TO THE CITY AS A U C> I + U0 c 0001) 4 01 + C 1C951 R' ------ O.C. REDLINE REVISION FOR REVIEW AND APPROVAL PRIOR TO IMPLEMENTING THE 10 7 RB Fj <j Q0(f) ry F�-I lu U mo N + F�_0 U 0 +ro 0< Q, 0 CHANGE IN THE FIELD. -4 Ld q)co U 0 LQ CD Q0 4. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK 0) 0 �n 0 LU WITHIN A PUBLIC RIGHT-OF-WAY. 0 %L4 co In CD i �4_ r�,_ x 0 0! i 0 00 CN P�)00 ---------- Z 117� 1 A PERMITTEE SHALL SCHEDULE A PRE-CONSTRUCTION MEETING TWO (2) WORK _._<� _L6_1____________1_ I +�00 ry + co LIH 00 !U DAYS PRIOR TO BEGINNING CONSTRUCTION. 1�,)C,4 bi 4 F. 7 Qb�0 ro 0) In 94% ; + niCD 0 j B -Z 0 N yr N 1-u -*�l C t�N� ---------- 6. CITY ORDINANCE 94-25 STATES THAT NO PERSON SHALL ENGAGE IN OR PORTI,I 0 r,- CONDUCT CONSTRUCTION ACTIVITY, WHEN THE CONSTRUCTION SITE IS J_ Qf rY �_01 CD Id- (-,) I/ i+ cc) VC 04- r U W I TH I N ONE-QUARTER 1/4) OF A M I LE OF AN OCCUP I ED RES I DENCE, -1070 Lt-I i CD 0 N CD 1;4- 1+4 U i bi BETWEEN THE HOURS OF 6: 30 P.M. AND 6: 30 A.M MONDAY THROUGH + ----------- U)q-1 CD OR CONDUCT CONSTRUCTION ACTIVITY RB1, U !U C 0 Lf- co N 1 r- 1 i i i f I i I i rN U11i-4j m BETWEEN THE HOURS OF 7:00 A.M. AND 6: 30 P M ON SATURDAY. hLA E U U 1 i LPIAN �C U In 5 0 L f�o FURTHER, NO CONSTRUCTION ACTIVITY SHALL BE UNDERTAKEN ON SUNDAY > 00 0 AND NATIONALLY RECOGNIZED HOLIDAYS. m � U U p U 0 F_ CD CURB U n 0 E < < ANY 7. THE I SSUANCE OF A PERM I T BY THE C I TY DOES NOT I MPLY OR PR V I DE _106 9.111 1 '-f 1CRIT11,ON I 50y U 0� 7)rn 4 + 00 F- C) rZ, � "r- I Co C,4 io CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULATING THE # U b do OP In co C) U ULL 00 i-J + 11080 1 RTI @2-. �j 0 PROVISIONS OF STATE OR FEDERAL ENDANGERED SPECIES ACTS OR WATER 1 1 09�] C 0 r-, -T -!i�f-C)- r -G-2------ 0 0 i In Nj L4 '7 '2% �j LU i I I cui N 0 r- -0 r- 0)(D 0 NIED C 3 QUALITY REGULATIONS. THE PERMITTEE IS RESPONSIBLE FOR OBTAINING 'cn' 3.3, .1 G2=1 .647. k-J I y) �I ) I ull 5% L C 5) In In THE APPROPRIATE CLEARANCES FROM THESE AGENCIES PRIOR TO ANY + M 00 +1 0 Z,C3 U)i b CAI 0) + t-)mj 1 C) cn 0 cu�I ; - CD < DISTURBANCE OR GRADING. . 10 C) Liu, t7 U 0 ai i, 1 10�7 X 00 Cn + 8. EMERGENCY TELEPHONE MA93ERS (ANSWERING MACHINE IS NOT ACCEPTABLE): 0 co C/ L-) r-j V,- L 1 N-)4. �0 ! :!'R -0)_ ------- f In KEN DMIS CIIY 9E MURRIETA 0 Q Lj:j N 0 CD In ME0. CUF43 (RESPONSIBLE PERSON) (COMPANY) (24 HR PHONE NUMBER) 4 0 LT + + I au . 0 9. THE CONTRACTOR SHALL ABIDE BY THE REQUIREMENTS OUTLINED IN THE 00 N LO + 00 00 19*1 64% 1 1 -11070 QA.� MED.1 CURB EROSION AND SEDIMENT CONTROL NOTES THROUGHOUT THE DURATION OF THE oN(A + co 7 CL 1( D -A -5 ACTIVITIES, IF APPLICABLE. %t D ------0- 1—- 1 i �_-r 1 (::� In 0 (D pN 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING OF THE PROPOSED /0 r WORK AREA, AND RELOCATION COSTS OF ALL EXISTING UTILITIES. FG 0 0 1 601 PR 1 .65% I/C 'I QN --CL --0- _111__1____1­__­1___­__.___­ HE TY OF THE CONTRACTOR TO NOTIFY THE �_; Ft I-------i,-. -m- T oo 0 0) 1 D1. CUR io �D "t 0 1 1 !pj1 0 0) ENGINEER OF RECORD AND TO INSTALL STREET CENTERLINE MON1JMENTS AS @ UU CID + 0 C --------- CO Cj r__ T_ I @2�+00. Uj 1 N I U ! 1 01 ! REQUIRED BY RIVERSIDE COUNTY ORDINANCE NO. 491 (TRACT AND PARCEL r IGO + PI 0 ---. 000) i 0 i + 110 0 1 Rl' N � Ft L O,�C + 00 3�0 Ow 0951 L' 4J1.4�4 MAPS ONLY). 1q_ CD CD 0 101 �_ ED. CLf 3�7 00 U 0 14 MED RE 0 rn 10 1 p B2. DUST SHALL BE CONTROLLED TO COMPLY WITH SOUTH COAST AIR QUALITY db 0 10 ON MANAGEMENT DISTRICT'S (SCQQMD) RULE 403, 1 NCLUD I NG METHODS ry , N Z G 1 164% M, 12 PRO 'LY In + APPROVED BY THE CITY ENGINEER. CD!CD im 0 p 0 4 cy, m 13. FOR ALL OTHER SPECIFIC REQUIREMENTS ON PAVING, GRADING OR EROSION CURP U w Cn 0 k-4 1 Lj > Uj -7 4 CD -,1- 0 C F-.n i 41 + z m Uj L + 1087.50 1 0 LU t­.- LL_ AND SEDIMENT CONTROL NOTES PLEASE SEE SEPARATE NOTES. EL- q.1 0 0 00 0 OC)0 < C:) 0 co + L4 0 + Q0 f"01 Ur 00 1 + C CN C-) + G2 1,1 614% 0 ly�1) 0 U C Ell _�__v L ) ;�j 070 R + 00 F- CD -,I-! 0C F CD rl- 00 ;+ Ori cl� 0 tu C!)+ ml 10 i i 0 -61 6 CD !U t) I I + L9 + + 0 + po 0i N C C CD RCO--- Uf - 66.04 FL + -W-0- I-C,___L.L UR 66.54 T 01 cd + 0) 0 E�.CQ 170%) WALK +i0o lop 4.25% SIDE lu 6.33% FL 66.81 Fli 0 t i 0 ------- Ft, T-T + 11000 1 L T f t MEDLCI�RR I 6 4% 1 ------------- BCR 0 + ICU�B 1 00 67.20 04 PROFILE 67.56 + A- -CKwk T' i i 0" TC 6 . HORIZ: p 1 23+0 11081.22 1 =40' BEG IN Rrmw of VERT: 1 =4' 32 68.12 3.1 000 1 L CkJRB 25 24 23 9 1 20 0 1 0 11 1 7K PLAN < $0 _j 1 40' PN: 910-1 -005 LANS -. PROJECT NO. 13-449 "*t IAJI JIRETAI G] WALL 30+00.00 ELM STREET CURB URN DETAIL J01 N E)(-./' on : ARBOR TLM NIN 2 3-.(n U_ < L,g35, OWNER:I_C NV 0 4.82 B ULJ Z� , / < /SEE SHE <m DONED CUR 10 6.41 FS ' SCALE: 1 ' 20' FTC R com� F, o- m< 0 r,.,Lno 0�057 04 1 067.6 1 0 24+0 00 10 1088 36 FS �-LL_ 0 . 5 07C %7 2 .00 T to . . . (00 U_ 1067. 7 S 0 !`�_00) (N 00 z /108t 29 TW V_ r-1)rn (D(0 0)0)00 to JACF%QON AVE JM- EX. CR < U) +91 74 4 PT. .&,� 0 0 0 0 0 + 0) 0) CN 0 . 30+35 96 1 10 -+5 1 BC. + . . .� * CINI Vm >_ >_ /1067;70 TC -CURB & S L) 1 1 12+33.,41 EGIN TRAN 0 U) E SHEET 6 8.0 E'LY OF 0 ows"mmm *� 1,06 C .37 TB 1,069 gn78 0)0 0 N �W. 85 84 ANDS 83 85 9548 4 z o mo (10 _T 6 < UM EX.AC 71 Ir- 912E JOIN EX.CURB E x 070.37 TB - I IN 0) Lj B - LID SHEET 17 z 30+00-46 4 PT CL -1, 51 54 !A 'RC <,Lj 2,1+74 ,�66,: ECR �2,1+23. ND TAPER LAT1 LO �31 ,70 to E 20 0 0 OTHERS cc EC < NY 2:1+11.7 LO 70.13 FS) MIX 23+09,,,70, 30"RW 'PROP, � 70' E z I lira 24+08., 0 SC FA 41 Ft ARE ' �EC REMOVE < C z ------ TAPE 4 Ek� AC 4-%-J 12 REET COZ 21 01 1 1 1 f"' 0 F- 0 A f _j 0__M-L s LwL_m U_ -, m MA 9 , E m -H A HO 00 0 < m 30+00 AHEA -1H0 0 ACKSON- AE "r ,7sc ,;U1rVw.It I HO 7- LAJ + t .35) 1 70 02 FS m ---EX. FIT 11j%0eQ EX.�TC PROP. 6 N URB 0I N NPR o t T(5+86.78 , 7/ 1092. S-=!n!- YN 00, ,ELM ST. 1 E 60F i z 0 IN EX.AC 1 MONO U In CV 71 I;j 108 /* 70- mob,ft a Ar-I&AL III , i / F-- Z ------- 11 1 1 of TC/TB N 0 '0 1 08 b LJ JAC LOW 011 18 0 1 r + AND 4W 38.0 O APN: 9 10-10 -23-+\a6. R/TRANS 0 0z C 1 Ops C �46 TC�-` SEE SHEET 6 V AT < (3) sli HENS 8 F-1 Lj W_ o+0. 3 NA P IO&II!!�006j/ /A 11 110 FU`TURI� -1-085.45 0` CF,____, N CD - MURRIETA 1 8:� i 12 OWNER OTES CONSTRIJ& 4"fA.C' OVER 10" CLASS II A 'A'f 24 CONSTRUCT 8" TYPE 'D' CURB PER CITY OF MURRIETA SM. NO. 305 71 REPLACE EXISTING LANDSCAPE IN KIND 8A ' (A LINE CONSTRUCT 0.46' ' UHE CONSTRUCT TYPE D-8 CURB PER CITY OF TEMECULA SM. NO., 204 72 INSTALL 2n CONDUIT PER SIGNING AND STRIPING PLANS I BASE N B NOTE BEARING/OELTA RADIUS LENGTH NOTE 31 INSTALL STREET LIGHT PER CITY OF MURRIETA SM. NO. 620 78 CONSTRUCT COMMERCIAL DRIVE ENTRANCE WITH 6' SIDEWALK PER CITY EX 00' *38#4890 W STREET 19 N 41*38'48" W 90.30" 8" MEDIAN CURB 2 CONSTRUCT 6" CURB TYPE A-6 PER CITY OF MURRIETA SM. NO. 301 OF MURR I ETA SM. NO. 310 A 2B CONSTRUCT 6' CURB TYPE A-6 PER CITY OF TUL PER DETAIL ON SHT. 7. 92.30' 6" CURB & GUTTER 317.91 ' 8n MEDIAN CURB Ld 3 58*40'04" 25.00' 6 21 03*34'44 to 1593.00' 99.50' 891 MEDIAN CURB 3 REMOVE EXISTING A.C. k BASE EX. P w 9 G WATER WELL, PUMP, AND EQUIPMENT; CONTRACTOR TO 82 CONSTRUCT CURB DRAIN PER CITY OF MURRIETA SM. NO. 426 NEW PAVEMENT 4 58*40'04" 25.00' 2 VEWAY 22 03*34#46p 1607.00' 100.39' 8" MEDIAN CURB REMOVE EQU I PMENT,ABANDON WELL, RETURN EQU I PMENT TO OWNER 4 REMOVE EXISTING A.C. BERM/CURB 83 CONSTRUCT TYPE 1 RETAINING WALL PER SHEETS 29 AND 30 6" CURB & GUTTER 23 40.22' 8n MEDIAN CURB 6 PROTECT IN PLACE. CONSTRUCT 120' BAY TAPER PER TABLE 405.2A OF CALIFORNIA 40 0 40 80 120 W 50.31 ' 6" CURB & GUTTER 24 N 8" W 40.31 ' 8 MEDIAN CURB HIGHWAY DESIGN MANUAL. 84 CONSTRUCT TYPE 2 RETAINING WALL PER SHEETS 29 AND 30 > 7 01642"19" 6" CURB & GUTTER 25 07*11 '20" 40. 10' 8" MEDIAN CURB zz� OVERLAY JOIN DETAIL 0 T CONSTRUCT 50' MEDIAN FLARE PER APWA SM . NO. 141-1 (L=50.0 , 85 CONSTRUCT TYPE 3 RETAINING WALL PER SHEETS 29 AND 30 1 0:� 8 N 41 38'48" W 6 CURB & GUTTER 8 MEDIAN CURB n 0 p 9 CONSTRUCT 6" AC DIKE PER CITY OF MURRIETA SM. NO. 315 SCALE: 1 =40' 9 N 42036'09" W 117.10' 6 CURB & GUTTER 27 180"00'00 2.00' 6.28 10 CONSTRUCT COMMERCIAL DRIVEWAY APPROACH PER CITY OF MURRIETA 10 01 16 0%Wp 6" CURB & GUTTER 28 81*17'57" 12.00' 17.03 CURB RETURN > SM. NO. 3 1 OC SHEET SHEETS 275.00' STREET Q 29 11 .99, 6" CURB TRANSITION CITY OF MURRIETA 30 08*41 '46" 42.01 ' U 1 CONSTRUCT 5' SIDEWALK PER CITY OF MURRIETA SM. NO. 320 (SEE NOTE) .1*4 THE RECEIPT OF AS-BUILT PLANS AND CITY'S ACCEPTANCE THEREOF DOES NOT ABSOLVE THE 4ft^ 11�- SUBDIVIDER/ DEVELOPER OF ANY RESPONSIBILITY FOR THEIR ACCURACY. 7 13 N 60.00' 6 KE 31 N 4 E 20.33' LOCAL DEPRESSION ; ADJUST TO GRADE PER RCWD PLANS pz� PLANNING 0 DESIGN 8 CONSTRUCTION 14 N48 89.50' 6" CURB & GUTTER 32 90000,001, 20.00' 31 .42' 6" A.C. DIKE ATED PER RCWD PLANS IMPROVEMENT PLANS 21 .26' 33 10.00' 15.54' CURB RETURN SUITEVO C14 No.60132 40M COUNTY CBWMR DfWW_ 16 40.68 8 MEDIAN CURB 34 90*57'56" 9.00' 14.29' CURB RETURN 18 EXISTING TELEPHONE EQUIPMENT, TO BE RELOCATED BY OTHERS TEMECULA,CALIF-OMA 92691-6022 EM INEER OF WOW RCF_ DATE IJ LCKSON AVENUE 17 21-56'59" 134.9 11 51 .68' 80 MED I AN CURB 35 B AND GUTTERI CONSULTING 951.676.8042 FAX 951.676.7240 a www.RBFcom < 2.00' 5.52' R 09"W 131 .95' 16" CUR 21 EXISTING FENCE TO BE REMOVED & RELOCATED 41 C1 y I\. JACKSON AW. 25+W -YNEZ ROAD &5+W1 & ELM ST. 10+00-12+75 or C 00 Underground Service Alert rl_ APPROVED RECOMMENDED BY: ,_p,&kNk60zDATE: V ORE RIVERSIDE COUNTY BENCHMARK T-59-81: ALUMINUM DISK IN SCALE DATE ROBERT K. MOEHLING OZ. 04 DATE3/7//3 Call: TOLL FREE CONCRETE. LOCATED 124.81. OF CLINTON KEITH ROAD, q1 ACTING CITY DGINEIR 1-800 47.6'N. OF GRAND AVENUE- 2S. OF A 6' CHAIN LINK FENCE ACCEPTED BY: DATE:...... ARM A SCE POWER STATION AND RM WELL SITE 10'N. OF J Rf FAE H I TdH'qqmm DWN BY: ZSR PROJECT NO. DRAWING NO. ... G9G BUXLE 422-4133 DATE DATE INITIAL DA TIAL < P.P. #2075052E-,SET FIBERGLASS WITNESS'POST 1' NORTH. SHT. CHKD BY: JUT t n CJdN D. TANNER I I I ENGINEER OF WORK NO- CITYAPPROVAL F I ELD BK: 07-311 TWO WORKING DAYS BEFORE YOU DIG DATUM:NGVD29 DATE: 1-31-83 ELEVATIOft. 1199.072 A 4 t -4- + (.0 P 0 T,CD! N!, t h N � GENERAL 0 W z GENERAL REQUIREMENTS CONCRETE CONT EPDXY ANCHORAGE Ln 1. THESE DRAWINGS HAVE BEEN PREPARED USING STANDARDS OF PROFESSIONAL CARE AND COMPLETENESS NORMALLY 10. FINISHING: 1. EPDXY GROUTED DOWELS SHALL BE INSTALLED USING: EXERCISED UNDER SIMILAR CIRCUMSTANCES BY REPUTABLE STRUCTURAL ENGINEERS IN THIS OR SIMILAR LOCALITIES. ONLY SURFACES EXPOSED TO VIEW AFTER BACKFILL IS PLACED REQUIRE FINISHING (EITHER ORDINARY OR FINE). A. HILTI HIT HY-150 ADHESIVE ANCHOR SYSTEM THEY NECESSARILY ASSUME THAT THE WORK DEPICTED WILL BE PERFORMED BY AN EXPERIENCED CONTRACTOR AND HOWEVER, IT IS REQUIRED THAT THE EXTERIOR SHOTCRETE SURFACE IS MADE SMOOTH WITH A STEEL TROWEL OR B. SIMPSON STRONG-TIE SET ADHESIVE ANCHOR SYSTEM M /OR WORKMEN WHO HAVE A WORKING KNOWLEDGE OF THE APPLICABLE CODE STANDARDS AND REQUIREMENTS AND FRESNO TO FACILITATE THE APPLICATION OF WATERPROOFING. THIS FINISH SHALL HAVE NO REQUIREMENTS FOR cp OF INDUSTRY ACCEPTED STANDARD GOOD PRACTICE. AS NOT EVERY CONDITION OR ELEMENT IS (OR CAN BE) FLATNESS. HOWEVER, THE SURFACE SHALL BE FREE FROM STONE POCKETS, DEPRESSIONS OR PROJECTIONS INSTALL THE ABOVE SYSTEMS PER THE ICC REPORT AND MFR'S RECOMMENDATIONS. EXPLICITLY SHOWN ON THESE DRAWINGS, IT IS UNDERSTOOD THAT THE CONTRACTOR WILL USE INDUSTRY ACCEPTED IN EXCESS OF 1/4 INCH BEYOND THE SURFACE. INVERT EXPOSED SURFACE SHALL BE ORDINARY BROOM FINISH. STANDARD GOOD PRACTICE FOR ALL MISCELLANEOUS WORK NOT EXPLICITLY SHOWN. ADMIXTURES: ALTERNATE EPDXY GROUT SYSTEMS WITH CURRENT ICC APPROVAL MAY BE SUBMITTED BY THE CONTRACTOR ONLY ADMIXTURES SPECIFIED ON THE MIX DESIGNS AND APPROVED BY THE ENGINEER OF RECORD SHALL BE FOR APPROVAL. 2. THESE DRAWINGS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. ALLOWED. CRACK CRITERIA THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES CURING: 1. CRACK ORIENTATION, WIDTH, LENGTH AND DISPLACEMENT DETERMINE THE ACTIONS REQUIRED FOR EACH CRACK. AND PROCEDURES. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DESIGN AND PROVIDE ADEQUATE SHORING, CURING ON THE OUTSIDE SURFACE AND INSIDE SURFACE AFTER FORM REMOVAL SHALL BE BY MEANS OF LIQUID TEMPERATURE AND SHRINKAGE CRACKS ARE TO BE EXPECTED IN ANY CONCRETE STRUCTURE AND DO NOT AFFECT BRACING, FORM-WORK, ETC... AS REQUIRED FOR THE PROTECTION OF LIFE AND PROPERTY DURING CONSTRUCTION. MEMBRANE-FORMING COMPOUND MEETING CALTRANS STANDARD REQUIREMENTS. A BULKHEAD SHALL BE PLACED THE STRENGTH OF THE STRUCTURE CONSTRUCTION MATERIALS SHALL BE UNIFORMLY SPREAD OUT SUCH THAT DESIGN LIVE LOAD PER SQUARE FOOT AS AT THE END OF THE CULVERT TO STOP WIND MOVEMENT THROUGH THE CULVERT IMMEDIATELY AFTER CONCRETE STATED HEREIN IS NOT EXCEEDED. VISITS TO THE SITE BY THE STRUCTURAL ENGINEER SHALL NOT INCLUDE PLACEMENT. I WIDTH INSPECTION OF THE ABOVE ITEMS. 025" 0. . ORIENTATION AND LOCATION LESS THAN 0026" -- 0.��" GREATER THAN 0.10" 11. COMPLETED SHOTCRETE WORK SHALL BE CHECKED VISUALLY DURING CONSTRUCTION AND PRIOR TO FINAL APPROVAL . 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EXCAVATION PROCEDURES INCLUDING SHORING AND PROTECTION OF SHOTCRETE FOR REINFORCING BAR EMBEDMENT, VOIDS, ROCK POCKETS, SAND STREAKS AND SIMILAR DEFICIENCIES. TRANSVERSE IN ARCH N N E OF ADJACENT PROPERTY, STRUCTURES, STREETS AND UTILITIES IN ACCORDANCE WITH CITY STANDARDS. THE SPECIAL INSPECTOR SHALL EXAMINE. LONGITUDINAL IN ARCH CROWN N E E ALL WORK OR CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE BUILDING CODES, REGULATIONS LONGITUDINAL IN ARCH HAUNCH N E _ E AND SAFETY REQUIREMENTS. 12. SURFACES OF STEEL FORMS SHALL BE COATED W/ AN ICC APPROVED FORM RELEASE AGENT. TRANSVERSE IN INVERT N N E 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL DIMENSIONS, CONDITIONS AND ELEVATIONS 13. SHOTCRETE NOZZLEMAN SHALL BE CERTIFIED PER ACI 506.3R-91. LONGITUDINAL IN INVERT N E E WITH CIVIL DRAWINGS PRIOR TO START OF CONSTRUCTION. THE CONTRACTOR SHALL INFORM THE CIVIL ENGINEER VERTICAL IN WINGWALLS N N N AND/OR STRUCTURAL ENGINEER IN WRITING OF ANY DISCREPANCIES OR OMISSIONS NOTED ON THE DRAWINGS. ANY 14. SHOTCRETE MAY BE USED IN LIEU OF POURED IN PLACE CONCRETE ON ALL ARCHES, WALLS, MANHOLE BASES HORIZONTAL IN THE BOTTOM 1/3 OF E E E SUCH DISCREPANCY, OMISSION, OR VARIATION NOT REPORTED BEFORE START OF CONSTRUCTION SHALL BE THE (ATTACHED DIRECTLY TO ARCH). HEADWALL AND WINGWALLS RESPONSIBILITY OF THE CONTRACTOR. WHERE DISCREPANCIES OCCUR IN THESE DRAWINGS, NOTES AND DETAILS ON HORIZONTAL IN THE TOP 2/3 OF DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL STRUCTURAL NOTES AND TYPICAL DETAILS. 15. SLABS SHALL BE POURED IN PLACE. HEADWALL AND WINGWALLS N E E ALL OTHER LOCATIONS N E E 5. WHERE REFERENCE IS MADE TO VARIOUS TEST STANDARDS FOR MATERIALS, SUCH STANDARDS SHALL BE THE LATEST 16. AT CONTRACTORS OPTION CUT OFF WALLS MAY UTILIZE A 3/8" MINUS AGGREGATE IN MIX DESIGN. EDITION AND/OR ADDENDA. N = THE CRACK WILL NOT AFFECT THE STRENGTH OR DURABILITY OF THE STRUCTURE. NO ACTION IS REQUIRED. 6. OPTIONS ARE FOR CONTRACTOR'S CONVENIENCE. IF ANY OPTION IS USED, THE CONTRACTOR SHALL USE THE LATEST REINFORCING STEEL E = CONTACT THE ENGINEER OF RECORD FOR ANALYSIS AND RECOMMENDATIONS. EDITION AND/OR ADDENDA. 1. REINFORCING STEEL SHALL CONFORM TO THE REQUIREMENTS OF ASTM A615. REINFORCING SHALL BE GRADE 2. VERTICAL AND TRANSVERSE CRACKS ARE DEFINED AS CRACKS WITH A GENERAL DIRECTION WITH IN 30' OF A VERTICAL 60 (FY = 60 KSI) DEFORMED BARS FOR ALL BARS #4 AND LARGER AND ALL BARS USED FOR CONCRETE WALLS. OR TRANSVERSE PLANE THROUGH THE STRUCTURE. 7. ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR CIVIL AND ELECTRICAL REQUIREMENTS WITH APPROPRIATE REINFORCING MAY BE GRADE 40 (FY = 40 KSI) DEFORMED BARS FOR ALL BARS #3 AND SMALLER UNLESS NOTED TRADES, DRAWINGS AND SUBCONTRACTORS PRIOR TO CONSTRUCTION. OTHERWISE ON PLANS OR DETAILS. ALL REINFORCING TO BE WELDED SHALL BE ASTM A706, GRADE 60 ALLOY 8. SHOP DRAWINGS SHALL BE SUBMITTED FOR ALL STRUCTURAL ITEMS. SHOP DRAWINGS ARE REVIEWED ONLY FOR WELDABLE STEEL. STANDARD ABBREVIATIONS GENERAL COMPLIANCE WITH THE STRUCTURAL DRAWINGS. REVIEW DOES NOT INDICATE THAT THE SHOP DRAWINGS ARE 2. ALL DIMENSIONS SHOWING THE LOCATION OF REINFORCING STEEL NOT NOTED AS "CLEAR" OR "CLR" ARE TO CENTER ACI AMERICAN CONCRETE INSTITUTE DWG DRAWING MECH MECHANICAL T&B TOP AND BOTTOM CORRECT OR COMPLETE. RESPONSIBILITY FOR CORRECTNESS SHALL REST WITH THE CONTRACTOR. ANY CHANGES, OF STEEL. MINIMUM COVER FOR NON-PRESTRESSED CONCRETE REINFORCING SHALL BE AS FOLLOWS, UNLESS NOTED AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION EF EACH FACE MIN MINIMUM TOF TOP OF FOOTING SUBSTITUTIONS, OR DEVIATIONS FROM CONTRACT DRAWINGS SHALL BE CLOUDED. ANY OF THE AFOREMENTIONED OTHERWISE ON PLANS OR DETAILS: ANSI AMERICAN NATIONAL STANDARDS INSTITUTE ELEV ELEVATION MISC MISCELLANEOUS TOPC TOP OF PILECAP SHALL NOT BE CONSIDERED APPROVED AFTER ENGINEERS REVIEW UNLESS SPECIFICALLY NOTED ACCORDINGLY. THE ASTM AMERICAN SOCIETY FOR TESTING AND MATERIAL EQ EQUAL NTS NOT TO SCALE TOW TOP OF WALL SHOP DRAWINGS DO NOT SUPERSEDE OR REPLACE THE ORIGINAL CONTRACT DRAWINGS. ANY ENGINEERING PROVIDED EXPOSURE CONDITION COVER TOLERANCES:(+/) CENTER LINE FLR FLOOR OC ON CENTER UBC UNIFORM BUILDING CODE BY OTHERS AND SUBMITTED FOR REVIEW SHALL BEAR THE SEAL OF AN APPROPRIATELY REGISTERED ENGINEER. CLR CLEAR FTG FOOTING OPP OPPOSITE LINO UNLESS NOTED OTHERWISE ES2 SHALL NOT BE RESPONSIBLE FOR THE ADEQUACY OF ENGINEERING DESIGNS PERFORMED BY THE OTHERS. FOOTINGS & SLABS ON GRADE: 3" 3j8" ALLOW 5 WORKING DAYS FOR THE ENGINEER OF RECORD'S REVIEW. ONE COPY OF EACH SUBMITTAL WILL BE WALLS & SLABS EXPOSED TO EARTH OR WEATHER: 1 1 j2" 1 j2" CLR CLEAR GSN GENERAL STRUCTURAL NOTES PSF POUNDS PER SQUARE FOOT VERT VERTICAL CONICCONCRETE KSI KIPS PER SQUARE INCH PS! POUNDS PER SQUARE INCH W/ WITH RETAINED BY THE ENGINEER OF RECORD. #6 BAR OR LARGER: 2" 1/2" CONT CONTINUOUS MFR MANUFACTURER REQ'D REQUIRED W/O WITHOUT INTERIOR SLABS: 1 1/2 ff 1/2" j IDIA OR 0 1 DIAMETER MAX MAXIMUM SIM SIMILAR WT WEIGHT DESIGN BASIS 3. LAP SPLICES OF REINFORCING STEEL IN CONCRETE BEAMS, SLABS AND FOOTINGS SHALL BE ACCORDING TO ACI 318-99 CPT 12 OR LAP SCHEDULE WHERE PRESENT, UNLESS NOTED OTHERWISE. SPLICES MAY BE CONTACT OR SHEET 1; ®EX 1. JACKSON AVENUE NON-CONTACT SPLICES. NO TACK WELDING OF REINFORCING BARS ALLOWED. LATEST ACI CODE AND DETAILING MANUAL APPLY. PROVIDE BENT CORNER BARS TO MATCH AND LAP WITH HORIZONTAL BARS AT ALL CORNERS AND 2. CODE............................ .............. CALTRANS BRIDGE SPECIFICATIONS (LFD) INTERSECTIONS PER TYPICAL DETAILS. VERTICAL WALL BARS SHALL BE SPLICED AT OR NEAR FLOOR LINES. SPLICE SHEET NO. SHEET TITLE SHEET NO. SHEET TITLE BARS TOP BARS AT CENTER LINE OF SPAN AND BOTTOM BARS AT THE SUPPORT IN SPANDRELS, BEAMS, GRADE 3. DEAD LOAD: BEAMS, ETC..., UNLESS NOTED OTHERWISE. 8 GENERAL STRUCTURAL NOTES 9 GENERAL STRUCTURAL NOTES STRUCTURE SELF WEIGHT CONCRETE.....................................................................................................................150 pcf REBAR LAP SCHEDULE 10 CULVERT PLAN VIEW 11 CULVERT SECTIONS VARYING COVER WITH A SOIL BACKFILL DENSITY..................................................................................................120 pcf BAR 3 4 #5 #6 12 CULVERT SECTIONS 13 NOT USED 4. LIVE LOAD..................................................................................................................................................HS20-44 LOADING # # LAP 31" 31" 39" 48" FOUNDATION 1. THE FOUNDATIONS FOR THE ABOVE REFERENCED PROJECT ARE DESIGNED WITH RECOMMENDATIONS FROM: 4. ALL REINFORCING SHALL BE BENT COLD. BARS SHALL NOT BE UNBENT AND RE-BENT EXCEPT AS NOTED ON PLAN. FIELD BENDING OF REBAR SHALL NOT BE ALLOWED EXCEPT AS NOTED ON PLAN. BENDS AND HOOKS SHALL FIRM: GEOTEK INC. REPORT NO.: 0414-CR3 DATE: JANUARY 31, 2008 CONFORM TO ACI STANDARD 315-80. UPDATE LETTER DATED MAY 16, 2008 5. WELDING OF REINFORCING BARS, METAL INSERTS, AND CONNECTIONS SHALL CONFORM WITH ACI 318 CHAPTER 12, ALL RECOMMENDATIONS LISTED WITH IN THIS REPORT REGARDING SITE PREPARATION, GRADING, COMPACTION TESTS, AND SHALL BE MADE ONLY AT LOCATIONS SHOWN ON PLANS OR DETAILS. INSPECTIONS ETC. SHALL BE FOLLOWED WITH STRICT ADHERENCE AND SHALL BE COMPLETED PRIOR TO 6. REINFORCING BAR SPACING SHOWN ON PLANS ARE MAXIMUM ON CENTERS. ALL BARS SHALL BE DETAILED AND CONSTRUCTION. PLACED PER CRSI SPECIFICATIONS AND HANDBOOK. DOWEL ALL VERTICAL REINFORCING TO FOUNDATION. SECURELY CONCRETE TIE ALL BARS IN LOCATION BEFORE PLACING CONCRETE. 1. MIN. 28 DAY COMPRESSIVE STRENGTH, f'c, SHALL BE 4500 PSI. INSPECTIONS 2. CEMENT SHALL BE TYPE V AND MAX W/C RATIO SHALL BE 0.45 1. THE SPECIAL INSPECTORS SHALL PROVIDE INSPECTIONS DURING PLACEMENT OF BACKFILL, REINFORCEMENT, SHOTCRETING, CONCRETE, AND EPDXY DOWELING. THE INSPECTOR SHALL SUBMIT A STATEMENT TO THE OWNER, 3. CONCRETE SHALL BE TESTED IN ACCORDANCE WITH ASTM C 42 SPECIFICATION. HYDRO ARCH, AND ES2 INDICATING COMPLIANCE WITH THE PLANS AND SPECIFICATIONS. 4. CONCRETE MIXES SHALL BE DESIGNED BY A CERTIFIED LABORATORY AND APPROVED BY ES2 AND CITY ENGINEER. 2. SPECIAL INSPECTION OF THE FILL AROUND THE CULVERT SHALL BE PROVIDED AT A FREQUENCY AS NECESSARY TO ENSURE THAT PROPER FILL AND COMPACTION IS ACHIEVED. COMPACTION TESTS FOR EACH LIFT SHALL BE TAKEN 5. ALL CONCRETE SHALL BE REGULAR WEIGHT OF 145 POUNDS PER CUBIC FOOT USING HARDROCK AGGREGATES PER EVERY 2500 SQUARE FEET PLACED AS A MINIMUM. THE SPECIAL INSPECTOR SHALL SUBMIT A COMPLIANCE CONFORMING TO TO ASTM C33. WATER SHALL BE CLEAN AND POTABLE. REPORT TO THE OWNER, HYDRO ARCH, AND ES2 DOCUMENTING FILL TYPE AND PROCEDURES OF PLACEMENT. 6. CONCRETE FOR SLABS ON GRADE SHALL BE CONSOLIDATED USING SURFACE VIBRATION METHODS. ALL OTHER 3. CONTINUOUS INSPECTION OF SHOTCRETING AND TEST PANELS FOR EVERY 25 CUYD OF PLACED CONCRETE ARE CONCRETE SHALL BE CONSOLIDATED USING INTERNAL VIBRATION METHODS. REMOVE ALL DEBRIS FROM FORMS REQUIRED FOR DURATION OF SHOTCRETING PROCESS UNLESS CONTRACTOR IS CAPABLE OF DEMONSTRATING BEFORE PLACING CONCRETE. CONCRETE SHALL NOT BE DROPPED THROUGH REINFORCING STEEL SO AS TO CAUSE THROUGH VIDEO, CERTIFICATION, PAST PROJECTS WITH THE SAME CREW, ETC. TO ENGINEER OF RECORD THAT SEGREGATION OF AGGREGATES. UNCONFINED FALL OF CONCRETE SHALL NOT EXCEED 5 FEET. SHOTCRETE QUALITY AND ABILITY MEET DESIGN REQUIREMENTS 7. ALL ITEMS TO BE CAST IN CONCRETE SUCH AS REINFORCING, DOWELS, BOLTS, ANCHORS, SLEEVES, ETC., SHALL BE DEFERRED SUBMITTALS SECURELY POSITIONED PRIOR TO CONCRETE PLACEMENT. 1. ALL ITEMS CONSIDERED IN THESE DESIGN DOCUMENTS AS BY OTHERS ARE NOTED AS DEFERRED SUBMITTALS. 8. SHOTCRETE PROPORTIONS SHALL BE SELECTED THAT ALLOW SUITABLE PLACEMENT PROCEDURES USING THE DELIVERY DEFERRED SUBMITTALS ARE ITEMS DESIGNED OR DETAILED AFTER APPROVAL BY THE CITY BUILDING DEPARTMENT EQUIPMENT SELECTED AND SHALL RESULT IN FINISHED IN-PLACE HARDENED SHOTCRETE MEETING THE STRENGTH WHICH MUST BE SUBSEQUENTLY REVIEWED BY OWNER AND ENGINEER OF RECORD PRIOR TO USE. THE FOLLOWING REQUIREMENTS STATED HERE-IN. COARSE AGGREGATE, IF USED, SHALL NOT EXCEED 3/8 INCH. ANY REBOUND OR WILL INCLUDE BUT NOT BE LIMITED TO: ACCUMULATED LOOSE AGGREGATE SHALL BE REMOVED FROM THE SURFACES TO BE COVERED PRIOR TO PLACING THE CONCRETE MIX DESIGN INITIAL OR ANY SUCCEEDING LAYERS OF SHOTCRETE. REBOUND SHALL NOT BE REUSED AS AGGREGATE. REINFORCING SHOP DRAWING 9. SHOTCRETE PLACEMENT SHALL BE PLACED ACCORDING TO ACI 506R-90. PRE-CONSTRUCTION TESTING OF SHOTCRETE 2. PRIOR TO SUBMITTAL OF DEFERRED ITEMS TO PLAN REVIEW, THEY SHALL BE SUBMITTED TO ENGINEER OF RECORD IS NOT REQUIRED PROVIDED THE CONTRACTOR DEMONSTRATES TO THE CITY ENGINEER, BY MEANS APPROVED BY FOR REVIEW. ITEMS SUBMITTED FOR REVIEW WILL BE RETURNED WITHIN FIVE 5 WORKING DAYS UNLESS OTHERWISE THE CITY ENGINEER, ACCEPTED SHOTCRETE WORK USING SIMILAR EQUIPMENT UNDER SIMILAR CIRCUMSTANCES WITH NEGOTIATED. ( ) THE SAME PERSONNEL. WATER PROOFING 1. THE EXTERIC-R SURFACE OF THE CONCRETE ARCH SHALL BE WATERPROOFED W AN EPRO ECOBASED 11 PRODUCT O AL: / SOLUTIONS ENGINEERING SYST' IVI SHEET SHEETS E SS m u SEE EQUAL. INSTALLATION fCITY T EQ LLATIQN SHALL BE IN ACCORDANCE W MANUFACTURE RECOMMENDATIONS FOR SPECIFICATIONS SEE 0� �� � A / � 4943 NORTH 29TH EAST,STE A - N S EPRO WEB SITE EPROSERV.COM PSI_SET.HTM a a IDAHO°FALLS IIDAHt:3 83401 8 - ENGINEERING DEPARTMENT 30 A$ Phone:(208)552-9874 Fax:(208)552-9302 STREET IMPROVEMENT PLANS ExP. 1, 2013 JACKSON AVENUE sq caves CALF GENERAL STRUCTURAL NOTES Underground Service Alert BENCH MARK APPROVED FOR SIGNATURE JOB NUMBER:08176 PPROVED ORE ro RIVERSIDE COUNTY BENCHMARK T-59-81: ALUMINUM DISK IN PREPARED BY DATE A ROBERT K. MOEHLING DATE Call: TOLL FREE CONCRETE. LOCATED 124.8'W. OF CLINTON KE I TH ROAD, OWN JASON SOUTH CITY ENGINEER RCE 6 6 1-800 47.6 N. OF GRAND AVENUE, 2 S. OF A 6 CHAIN LINK FENCE J F H I T DATE �2/4/1 2 0 ISSUED FOR BID ------ AROUND A SCE POWER STATION AND RCWD WELL SITE 10'N. OF DWN BY: PROJECT NO. DRAWING NO. 42 2-4133 CITY OF MURR I E TA MASON SOUTH DATE INITIAL SHT. DATE INITIAL CHKD BY: P.P. #�2075052E; SET FIBERGLASS WITNESS POST 1 ' NORTH. R.C.E. NO. 58994 - REVISION DESCRIPTION - 07-31 1 TWO WORKING DAYS BEFORE YOU DIG DATUM: NGVD29 DATE: 1-31-83 ELEVATION: 1199.072 R.C.E NO. C59678 ENGINEER OF WORK NO CITY APPROVAL F I ELD BK: N KEYNOTES: KEYNOTES: 0 1. CONCRETE WALL OR ARCH 1. FINISHED GRADE W 2. REINF PER DETAILS 2. SIMPLE SLOPE EXCAVATION 3. CONSTRUCTION JOINT 1 3. MULTIPLE BENCH EXCAVATION 0 3 1 4. INVERT 4. OVER EXCAVATE AS REQUIRED FOR FILL PLACEMENT m ,., 5. COORDINATE EXCAVATION SOIL WITH OSHA 29 CFR 1926 SUBPART P 2 3 < TO DETERMINE SOIL TYPE A, B OR C. x CD 6. THE INFORMATION PRESENTED IS A 2 � o GUIDELINE TO EXCAVATION BASED cam, WALL/ARCH 0 4 -0 = ON OSHA 29 CFR 1926 SUBPART P. 3 4 MAX Q J TO DETERMINE WHERE SHORING IS N REQUIRED AND FOR FURTHER 1 INFORMATION SEE OSHA 29 CFR 1 W 1926 C X ------- SOIL (X) (Y) x X TYPE HORIZONTAL MULT BENCH A 3/4 5'-0" INVERT 2 B 1 4'-0" 4,-0" 4,-0„ C 1 1/2 NA I -; r MIN TYP MIN TYP RECOMMEND EXCAVATION GUIDELINES PER OSHA 29 CFR 1926 SUBPART P 5 CONSTRUCTION JOINT IN WALL, ARCH, OR INVERT 1 TYPICAL EXCAVATION REQUIREMENTS NO SCALE NO SCALE KEYNOTES: 1. CONCRETE WALL OR ARCH 1 2 2. (2) CUBIC FOOT OF FREE DRAIN MATERIAL WRAPPED IN FILTER 1 FABRIC AT EA"'' WEEP HOLE 3. REMOVE WATER PROOFING AS OCCURS AT AREAS WHERE DRAIN CD z ROCK TOUCHES CULVERT WALL ------------- 4. COMPACT BACKFILL AS PER GEOTECHNICAL REPORT AND SPECIFICATIONS OR 2/9 2 5. 2"0 WEEP HOLE EACH SIDE OF 5 CULVERT, SEE PLANS AND DETAILS FOR SPACING 2'-0" MIN 6 6. FINISH GRADE TYP 3 O 3 4 KEYNOTES: 1. FINISHED GRADE 3 WEEP HOLE DRAIN REQUIREMENTS 2. MIN LIMITS OF STRUCTURAL BACKFILL ZONE (SEE NOTES BELOW FOR STRUCTURAL BACKFILL REQUIREMENTS). NO SCALE FOR FILL HEIGHT LESS THAN 2'-0" THE FINISH GRADE SHALL BE THE BOUNDARY LINE FOR THE BACKFILL ZONE. KEYNOTES: TYP 3. BACKFILLING OPERATIONS OUTSIDE THE STRUCTURAL BACKFILL ZONE SHALL BE PER THE GEOTECHNICAL 1. D = 8d FOR #3 THRU #8 REPORT. D = 10d FOR 9, #10 AND #11 (DD = 12d FOR 14 AND #18 4. SCARIFY 12" MIN AND COMPACT PER NOTE B TYP 2. EXTENSION 6"d" FOR J5 AND NOTES: SMALLER 12"d" FOR #6 A. THE MIN REQUIREMENTS FOR SUBBASE PREP AND BACKFILL ARE LISTED BELOW. GEOTECHNICAL ENGINEER N d THRU #8 MAY REQUIRE ADDITIONAL REQUIREMENTS. I MINIMUM FINISHED BEND DIA B. BACKFILL WITHIN 2'-0" OF ARCH OR STEM WALLS SHALL CONSIST OF GRANULAR MATERIAL OF A MIN SOIL FOR STIRRUPS AND TIES ONLY CLASS OF SM OR SP PER THE UNIFIED CLASSIFICATION SYSTEM, ASTM 5 2487-69. WHERE SUB BASE 1�5 4d FOR #5 AND SMALLER PREPARATION IS NOT SPECIFIED BY THE GEOTECHNICAL REPORT EXISTING SUBASE SHALL BE SCARIFIED Boa 2d 6d FOR 6 THRU #8 FOR 1'-0" DEPTH, FREE OF CLAY AND SILT DEPOSITS, AND COMPACTED TO 95% OF DRY DENSITY. 6" 8d FOR 9 THRU #11 OF WELL GRADED 3" MINUS GRANULAR MATERIAL IS TO BE PLACED ON EXISTING COMPACTED SUBASE AND NOTES: PROPERLY COMPACTED TO 95% OF DRY DENSITY. STIRRUP AND TIE HOOKS OFFSET BAR C. PLACEMENT OF THE FILL AT THE STEM WALLS AND OVER THE ARCH MAY BEGIN WHEN THE CONCRETE A. d = BAR DIA STRENGTH HAS REACHED 2800 psi COMPRESSIVE STRENGTH. FILL SHALL BE PLACED IN 8" MAXIMUM VERTICAL LIFTS AND COMPACTED TO 95% OF DRY DENSITY. LIFTS SHALL BE PLACED SYMMETRICALLY EACH B. ALL REINFORCEMENT SHALL BE SIDE ALONG THE FULL LENGTH OF STRUCTURE WITH A MAXIMUM BACKFILL LIFT HEIGHT DIFFERENTIAL OF BENT COLD UNLESS NOTED 1'-0". MAXIMUM DRY DENSITY SHALL BE DETERMINED PER THE GEOTECHNICAL REPORT. BACKFILL SHALL BE Q 4d 2 1/2" OTHERWISE ON PLANS OR DETAILS COMPACTED PER GEOTECHNICAL REPORT. TYP MIN D. NO EQUIPMENT WEIGHING MORE THAN A 3 YARD RUBBER TIRE LOADER (928 CATERPILLAR OR EQUIVALENT) SHALL BE ALLOWED TO PASS OVER THE STRUCTURE UNTIL THE SPECIFIED FILL IS IN PLACE. HEAVY 0 EQUIPMENT SUCH AS SCRAPERS AND CRANES SHALL NOT BE ALLOWED TO PASS OVER THE STRUCTURE N UNLESS SPECIFIC WRITTEN PERMISSION IS OBTAINED BY THE STRUCTURAL ENGINEER. E. SHOTCRETE REBOUND MAY BE USED AS BACKFILL. ALL OTHER REINFORCING 4 STANDARD REBAR BENDING DETAILS 2 BACKFILL REQUIREMENTS (ELEVATION} NO SCALE NO SCALE SEAL: ENGINEERING SYS'I<,M SOLUTIONS SHEET SHEETS CITY OF MURRIETA Q •ESSsl 4943 NORTH 29TH EAST, IDAHO FALLS,IDAHO 83401 (�ST,STE A o :J ENGINEERING DEPARTMENT 30 Phone:(208)552-9874 CD Fax:(208)ss2-9302 STREET IMPROVEMENT PLAN S EXP. 1,, 20,3,E JACK SON AVENUE Cf v 1L ``� CAL GENERAL STRUCTURAL NOTES Underground Service Alert BENCH MARK APPROVED FOR SIGNATURE a JOB NUMBER:08176 �EFOR E Yo RIVERSIDE COUNTY BENCHMARK T-59-81: ALUM I NUM DISK I N ,,,� PREPARED BY DATE APPROVED ROBERT K. MOEHL I NG0101!! DATE �P � Go Ad Call: TOLL FREE CONCRETE. LOCATED 124.8'W. OF CLINTON KE I TH ROAD, JASON SOUTH CITY ENGINEER RCE 63056 1—80 0 - 47.6 N. OF GRAND AVENUE; 2 S. OF A 6 CHAIN LINK FENCE F J H I T CH DATE 12/4/12 0 ISSUED FOR BID DWN BY: PROJECT NO. DRAWING NO. AROUND A SCE POWER STATION AND RCWD WELL SITE 10'N. OF 42 2 413 3 CITY OF MURR I E TA JASON SOUTH DATE INITIAL SHT. DATE INITIAL CHKD BY: 07-31 1 • P.P. #2075052E; SET FIBERGLASS WITNESS POST 1 ' NORTH. R.C.E. NO. 58994 REVISION DESCRIPTION TWO WORKING DAYS BEFORE YOU DIG DATUM: NGVD29 DATE: 1-31-83 ELEVATION: 1199.072 R.C.E NO. C59678 ENGINEER OF WORK NO. CITY APPROVAL FIELD BK: N * DIMENSIONS SHOWN ARE APPROXIMATED BASED ON THE CIVIL O U w z DRAWINGS. REFERENCE CIVIL DRAWINGS FOR EXACT DIMENSIONS kFS=1058.31 _ _ _ --- AND STATIONS. TOW=1063.00 PROVIDE DURABOND ANTI-GRAFITI COATING r- AT ALL EXPOSED FACES OF HEADWALLS W AND WINGWALLS o TOF= Ul M FS=1060.00 \TOW=1 063.00w \ ` UPSTREAM= 1052.0 =1048.00 \ \ TYP) \\ S \ TOF=1048.00 TYP \ 1 2 o, FS=1070.28 11 1 FS=1071.90 TOW=1074.90 \ TOW=1073.28 „� \ FS=1071.90 \\ FS=1070.28 \ \ \ \ \ \ \ \ \ i \ \ \ \ \ \ \ \ \ \ \ \ \ TOW=1073.28 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ TOW=1074.90 / \ \ WEEP HOLE i \ \ \ \ \ \ \ \ \ \ i \ \ \ \ \ \ \ \ WEEP HOLE _// \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ o 2" WEEPHOLE, ROCKPOCKET AND a \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ FILTER FABRIC PER DETAIL 3/9 AT \ 16'-0" O.C. MAX ALL EXTERIOR 30+61.14 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ WALLS 31+00 30+00 \ \ \ \ �Oq \ \ \ \ \ \ \ \ \ \ 28+99.26 \ 12 \ TYP \ \ \ \ WEEP HOLE \ \ \ \ \ \ \ \ \ \ i \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ TOW=1075.25 FFSS-_1070.64 k_ \ \ \\ \\\\ \\ \ \ \ i \ \ \ \ \ \ \ \ \ \ \ \ WEEP HOLE TOW=1073.64 FS=1070.64 TOW=1073.64 36"0 RCP LOCATION _y \ AND ANGLE PER \ FS=1072.25 CIVIL SHEETS \\ �� 2 TOW=1075.25q TOF=1047.50 \ 3 1 \ 1 ,_3„ DOWNSTREAM= 1051.5 17 (TYP) ah TOF=1047.50 1 � 1 FS=1059.00 TOW=1- 2.50 T�FS=1061.50 062.50 rI L. -- --� a » �,� SEAL: _ 11 -3 p���� ���� ENGINEERING SYSTEM SOLUTIONS SHEET CITY CJF 11/IUR.�:IETA SHEETS o Q 0 ESSs `�C 4943 NORTH 29TH EAST,STE A (� PLAN VIEW scALE: 1 8"=1'-O" �, �© oGE f IDAHO FALLS,IDAHO 83401 10 ENGINEERING DEPARTMENT 30 Phone:(208)552-9874 Fax:(208)552-9302 STREET IMPROVEMENT PLANS EXP 1. 20,3,E JACK SON AVENUE `.� C10L ,��' Underground Service Alert BENCH MARK APPROVED FOR SIGNATURE JOB NUMBER:osl76 CULVERT PLAN VIEW AFORE r RIVERSIDE COUNTY BENCHMARK T-59-81: ALUMINUM DISK IN APPROVED ,,a PREPARED BY DATE ROBERT K. MOEHLING 11 DATE Call: TOLL FREE CONCRETE. LOCATED 124.8'W. OF CLINTON KE I TH ROAD, (( 1-800 47.6 N. OF GRAND AVENUE; 2 S. OF A 6 CHAIN LINK FENCE FF HIT DATE JASON SOUTH CITY ENGINEER RCE 63056 12j4j12 0 ISSUED FOR BID AROUND A SCE POWER STATION AND RCWD WELL SITE 10'N. OF CITY OF MURK I E TA DATE INITIAL DWN BY: PROJECT NO. DRAWING NO. 4 2 2-413 3 JAsoN SOUTH SHT. DATE INITIAL CHKD BY: P.P. #2075052E; SET F I BERGLASS W I TNESS POST 1 ' NORTH. R.C.E. NO. 58994 REVISION DESCRIPTION 07-31 1 TWO WORKING DAYS BEFORE YOU DIG DATUM: NGVD29 DATE: 1-31-83 ELEVATION: 1199.072 R.C.E N0. C59678 ENGINEER OF WORK NO• CITY APPROVAL FIELD BK: h 0 KEYNOTES: 0 1. 45 AT 8" O.C. TRANSVERSE Cr 2. #4 AT 10" O.C. LONGITUDINAL LAP 12" MIN 0 3. #5 DOWELS AT 8" O.C. W/ 12" HOOK W 4. WATERPROOF MEMBRANE OVER ARCH AND WALL 5. #5 DOWEL AT 8" O.C. W/ 24" 11 HOOK 6. 2"0 WEEP HOLE AT 8'-0" O.C. MAX 7. ROUGHEN CONSTRUCTION JOINT, PER GENERAL STRUCTURAL NOTES SYMMETRICAL ABOUT THE U.N.O. 8. #5 AT 12" O.C. TRANSVERSE o � 9. #6 AT 5" O.C. LONGITUDINAL 10. BACKFILL PER DET 2/SHEET 9 W �. Q 11. FINAL GRADE cr: 12. CONT FILTER FABRIC MEMBRANE N J U 10 13. 3" MINUS FREE DRAINING AGGREGATE NOTE: • 2 12 • A. DETAIL SHOWN IS TYPICAL FOR ALL ^ • BARRELS IN AREAS SPECIFIED ON � �, �, _ �"�`' -;�.`'"-•. -f THE PLANS 10 ( ; 4 13 IP6, Q o� 7 Q s n 2 01 V2 2 2" CLR CLR CLR CLR 11" 12" 01 6 I 10 t 24'-0" o � �1 o Cl- ' Q rT 5 I 3 3" co CLR -� � 9 3» 8 6'-0" CLR 9 7'-0„ I ARCH SECTION AT SKEWED END NO SCALE SEAL: ENGINEERING SYSTEM SOLUTIONS SHEET SHEETS Q ESS/ 4943 NORTH 29TH EAST,STE A CITY OF MUMMETA 0 N so IDAHO FALLS,IDAHO 83401 12 ENGINEERING DEPARTMENT 30 G� Phone:(208)552-9874 Fax:(208)552-9302 STREET IMPROVEMENT PLANS EXP. 1, 2013 JACKSON AVENUE C \1 CULVERT SECTIONS Underground Service Alert, BENCH MARK APPROVED FOR SIGNATURE JOB NUMBER:08Y% APPROVED o r, RIVERSIDE COUNTY BENCHMARK T-59-81: ALUMINUM NUM DISK I N PREPARED BY DATE ROBERT K. MOEHL I NG DATESAA,? �� �i�.., Call: TOLL FREE CONCRETE. LOCATED 124.8 W. OF CLINTON KE I TH ROAD, JASON SOUTH CITY ENGINEER RCE 63tt6 1-800 47.6'N. OF GRAND AVENUE, 2'S. OF A 6' CHAIN LINK FENCE J FF J H I T'Cnwmm DATE 12/4/12 0 ISSUED FOR BID 42 2-41 3 3 AROUND A SCE POWER STATION AND RCWD WELL SITE 10 N. OF CITY OF MURK I E TA DATE INITIAL DATE hNITIAL DWN BY: PROJECT NO. DRAWING NO. P.P. #2075052E; SET FIBERGLASS WITNESS POST 1 NORTH. JASON SOUTH SHT. CHKD BY: R.C.E. N0, 58994 REVISION DESCRIPTION 07-311 TWO WORKING DAYS BEFORE YOU DIG DATUM: NGVD29 DATE: 1-31-83 ELEVATION: 1199.072 R.C.E NO. C59678 ENGINEER OF WORK NO• CITY APPROVAL F I ELD BK: N M O O w Z d CD 0 L 0 W F- t m N SEAL: ENGINEERING SYSTEM SOLUTIONS Q ESS/ 4943 NORTH 29TH EAST,STE A SHEET CITY OF MURR.IETA SHEETS ° N S 0G� IDAHO FALLS,IDAHO 83401 13 ENGINEERING DEPARTMENT 30 CIVT Phone:(208)552-9874 -00 _� Fax:(208)552-9302 STREET IMPROVEMENT PLANS EXP. . 1, 2013 JACK SON AVENUE clVI\- Ca1\L NOT USED Underground Service Alert BENCH MARK APPROVED FOR SIGNATURE JOB NUMBER:08176 APPROVED �EFORE Yo V RS I E COUNTY BENCHMARK T-59-81: ALUM I NUM DISK I N PREPARED BY DATE ROBERT K.. MOEHL I NG Call: TOLL FREE CONCRETE. LOCATED 124.8'W. OF CLINTON KE I TH ROAD, DATE 1-800 47.6 N. OF GRAND AVENUE, 2 S. OF A 6 CHAIN LINK FENCE F HIT DATE JASON SOUTH CITY ENGINEER RICE 63056 12/4/12 0 ISSUED FOR BID AROUND A SCE POWER STATION AND RCWD WELL SITE 10'N. OF DWN BY: PROJECT NO. DRAWING NO. 42 2—4133 CITY 0 MURR I E TA JASON SOUTH DATE INITIAL SHT. DATE INITIAL CHKD BY: P.P. #2075052E; SET FIBERGLASS WITNESS POST 1 ' NORTH. 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I i . � ; c i ; i i I I � j i � ; I I ! � I 1 C) I � ; � � I i i V,­,i 1 1 . ; i, i i i � � � f., ; I jr � f i i i i t . � V�_ I s � t i i � � I � I i i � I I i � i j V-� K)I i 1 f � � ! . . . . � ; I � � i I \ "I � I 1 ! 1 i j i I � r I � i $ � i � ! I ; i I t -100 -80 ; r // ! � � � . I � f i z I 1 1 —4m p f i � � f ! � i ; � � I . I ; i i i ; I I � i ! I � i : � i " I T / I V7 - i ! i � i � 1 I i i � I 4 1 ; ! i i I ! -60 -40 -20 0 80 100 1 \ i i � 1 . I i � ! 3 f ! � � � i i i i � I I "i � I t � � ( � F I ; � ,� i I f I ; . I I I 1 i I i CN � i ; I � � 1___'i I � f ! � I ) i ! i I 1 1 i �/ � i � I i I i I i I , 1 � i i � � ! � � i I 1 � i ; � �­­­ ____- I_ _--i------,-,L,,,----�,�-,�,-,�,�)--La­­_____1_ L___ :__ W��_--.-, I � . � � I i i I r - - --- -I __ ____ - _i- -1 / ' 4______f___�____1__,___._i - ; ; : i I , i ! i I ! I 1 � � I - �­ --- - 11 - ­­­ -----'--------'�-�---------�-+--- 3 � i I I � I : I � � i � f I-,-- _4 ___+_-'-------- _­­� � I . 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I "It, i , i � I ; f � I i i i � i ! i . � � ! i I i � � � � , ,-r CO i ! � t I ! I i . I , j I I . � i ; I ,-_ i ! I i I . � ! ; i i � . k � i TS; � I � , - _t_�- I 1 i � ! i i � i - -I,-,-,-,- 1__.._+___1 --f- " I—-i_-­­­_-L L ______k_,_,_,_____ __ . . ` ___Vl� i , 1 1116 4 s I r—­�­­+­­1 .----- � �__ ____ I i � , I I � 11 , --f--­­+­---i-- __ I 1 1 2 L-1- d___ � � _r,ry._1______1'____._, ____ � i 1 1 1 : ­ ,____Lr­­J _L­,­1.­1_1_--_­� ­­ I ___,t__.._,__j_____! � I t I i i I i � 1116 � 1112 i I I I I i ------ i i - i �_ _A_ ____ --_­--i-­___ _,__­___­.__T­­-----�1---­ ! i � � , j i � ­__1____ ,__,____,,!,____1__�_­_ 1�. --.--+- -­ __ J i � �� I'll 1 ! --I--,---,--,-- !­--­1­-----­­ , --i- 66 + 17 . 68 � i I I I I � i � I � I � � I i I i i ; � i I i � i i � ; i : � � I � 4 1 1 � � i � i ; I � . i i i . . I i � I ;; i i 140� � ii 1i , 1 � -100 -80 -60 -40 -20 0 20 40 � � i I 11 � i z q I ? ; I I i i � ! I � � I z � � i ! . ! I ; i I I i � i i . ___1r- f . � i 1 1 I t � i i I f i i 1 Q15". i i 15 I f � � � i � � . 0) � ; ! I i I t c I i ; 1 . � i i I � � � � ; r � ; � � i� � I . I � t � I � r ! I i t ; � � i I . � � � I r I � � � I � I i � I � "' -7 j LO i � I I t � i i � � z � i � � I � i i i ! I I � . I I � i _____4 R/w q ,R/W ' *_� � i I I I ___1 I I i i i ! � I i I i ! i I � - !--.----L _.J_____.._______ i---�-1111--.--l-'t--,��-.,.--.---.��---�-� -4- f . ,­­­­­-_­__­­_ - r -j__,___­­­ ___­ ____ 1�____4 i I i i 1 I i � � ! i -T --I--­ i � I I I , I � i (D / I _____­._1__-_­ _1______m I I i I I � ; � , I � i I � � I I I i i -, - __­ ,____._ � , F . i I I . _4�"___- __ ______ ----.—.,I,-/-i __ --t � ­­ _j ' ­_­­------� , ;­__'___T______­­j ­­", _(::�___­,___­_____ ____1 .----- 25 �_1_____.11­_,____F , I i . ; i � 1­1-- I � - -4 1 r z . . ­ t --r --- ,-,,-,-­­­-� 1120 � � ; i � 1 i I . � � 4 � ! 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I I � � I I I ! ,r- 0 � 112 -ti r -100 -80 -60 -40 --2--_0' 0 20 40 60 80 100 � _� � � I f � � � � i i i I ! � . ; W i � i I i � V_ i � I � I � i i I i I I ! � i I � i i � I i 1 !CN 1 . I � i ; 8 , I � R/W q R/W i � i I I � � i . i I � � i _�__ I I I . i i i i � I i i , i � � ; � i I : � ; I i i i � � I i � 1 � j I I ; 1 � . t i I I to I I I i i i . � i � I i i I � V_ � � I i t � i i i 1 4 e I I � i 1 I � ; ; i � � ! i p i I ­­­�­­­ . ­1 _____ I I i : i I � 1 ! � I - ! I I I I � i I 0 1124 ----—, - ­_____ __11__­__.-__­__­_______1 --f,--,-,----___­ -"- ­7 1 1 i I I z � I � I - i - I i 1124 i ; i I I ! i 1 1 ! I � ! i � � _­----T---.- _( i I i � I � 11 '-- � � . � i . i I I . � ____1 I z � t � � i i � -—I, ­+__�__ ____ ­-1- . . � , i I I ! � i I f I I ; �________+____.._�i1__._ ____ _____---,-,—, - ,­­ � I I i ; I ; i i � I ; ! I ! i I t __,____r__1 I __- I � I ! I . i 1 1 1 , i ! 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(N - i'1­11' I I 1 I I � I 1 ; 1 1 . � � i i i i � ; � 1 ! I � i � . � � i i � � ! i i f i i ! �i V. ? ­____1______ I � i � � ? ; i i r- , I ! � � I I I � ! I . . ,-----,----------- ___­____11_ 1__—,------T-­1-t-1w_­_ -1--­�­­� �� 1 i i I ; � i i I I I 1 -80 -60 -40 -20 0 20 40 60 80 i i i I I i I I ! I I ! ! i . I I --T----�l­ � I i � I i ! � i ! I I i i � z � I � ! I i I f I � ! 1 ,_ � t i I i I I f I I I I I 1___111 I I 0 i I 1 1 I I I .. � i f I I �- V)i I i I i � ; I i � . i � ( ! i I \ i i ! � I i I i i I i j I � I I ( . I I I i ; I � 1 1 z I I I ! ; �_____i � —,-----!___L__J L, --J ___,______� --- _­_,____!_____1r_.__ --Q— ­­-4- L__ i i I t i � . � r � � ; I �­_____�__.____1_______, I,----_.1_.__­�_,_­­­— 1 ,--- � I i i i i I I I q4- I I i � ­­—7,----t-- -----f­­­�­ : _1 , � i i � � � I— ____ _,_________--------__-- ­-­--­­­-­­1-- "'--�l-,--�l-,--,-r"-�-��--��-.,-,---�l-- � . I I � 1 1 i I i i .r I _­__ ­­­ - __L � I � i I � z i ; I I I . � t i i i . i i ! z i . . I � -_ - I � i � � I � - ! I � i r � j r 1 Lo I ! � ! i � 5 � t I ,I , I i � � . - � � ! � I 1 1 1 1 I � I I i ! --­-4----- t � I � I I ! � � i I I __j I � ; i i , i I � � � --i-------i----1---t­-,1 . � I I i ; � _ i ---. i � , � i � i ! ; � i � , I . i I i I ___ I ­­ ---.--.,.. ­___ I I ! I I (N 1 1 . I i i ! I I I i 1116 - - __ 1116 ! � � I � � I 11 I i ; i;A , . I q i I i I I . i � I i � I j ! I � I I LO � i I : : i i � ! ! 1 i I ! i ! i I i i ! j I a i i 04 ; ,,i-" i I I t i i I i . � I I i � t � ; I ; � 1 ? I � I I � 1 1 C-4 � i � � z I * I �_� i . y � I z � � i f � i ! I � . � 1 1 1 i q- i � i I I � i i I -100 -80 -60 -40 -20 0 20 40 60 80 1 i � ! i I I 14 I . I 1 � � I . I i I I � i ! I i L­1­1__� _­7­­___ � 4- I i f i i � � � � I I I I , ---'- -_ I ! � � i � . I � � I i I I T' � ! � ! � t i I � � ! ! I T_ i ; � ! - . __ - __ � I i i � I I I i I . . � '__­1­!---r!`I--A - �___­_-, ­--t­­­j`, 1124 i I tr. 0 1124 1 -------L------­--i- ` - __� � cc ! i ; ! � i ! I f I r i i i I f i i z ! . ! I i , I ; � i ; . � � ! ! � I � i I r I � T_ i � ; � � I 1 V *1 I I I 1, ­­­ ---­_��­­__4-11------Jr-- � -_ 0 I I f i I ; � � i i � . I T_ � � 1 1_­_--4_ _�_­­­'. ­­­-4- ­_­_-_, _L______ -­ ­_-j_----'__-----! -i I � - - � � --,-T-- i � I---.-T-­---- 11_­_ . � I _ - - 1­1 . i i i V_ , � i I I 1 120 1 i I � , V;.. 1 1120 1116 - �­­+­­- I � I I i . I * � i I � 66 +25 ; � ­_ i ; � � x I 1 1­­ _ _­__ -;�+__ __,�.,� ­ __,_,1______1--I---I— ____­1 . i ! � i i ; � ; ; i i : ( . r- I I I i i t . I i � I ; I f � � t i i ; i � I I ; I 1 j ! i � � i f � V_ i - . I I i ; , T_ � I . � i � : ! ; - t I IT I i . � i � i i � � � I cc � ! ! f i i i 000-.�i i I �-,_,, i � � � %- � * I ; i � � I I i I � I I I � � I I i i ? I � f i i . I i I i 1 I I � � �--! i � 1 I I I i i %-, n i � i i � I I I . � � i I i : I � . I � � � I � i ! ; i � i : I i ! i i i � � I . i � I i I I i i i I � � � I i i i I I I 11 I I � i I ! � . I I ! � � , I I . � i I \ I i � , ----1­ i I � � � i ! i � 1 -7 1 1 1 i , I � . I . __ _­_1._1__.­­ ______ ________,� __­1­41______ ­_­­1� ___4 R/W R/W � I i i i ! 3 � 1 1 1 ; I i 'T 1 ----_4--­---- - -1 I j i � ! i I � � � � i p I I q I I � f . j ? i I I � / I i � � ! � w i � I 0%� , 1 i i I � i t i � i i � I � If ­00 � i I ! I i � I j i I � I I . � � � i f i 1 1 1 � i � I � I N , � i i I I I ; � I � (O � 11 i I .( 1_4 i I i i i ! I -,-,- i � , ---.� , , ,___­,_--_-�_-__,1- 11 — ­__,f__._______-�'­-------t-.-.-----_ ­___.__+_____4 ________\�__L__ ­­­­ ___ ,___j._,Z_ I i \1_�� i I � . __ ,--,--- ___­_1___­7___­ --- ______�_.__1__ I I I ! i � � ­­T,____-11 � J�-__V!� _-___-�_ i ..___4 ____ ___�­ . I I I � � ; . , ; t - - . ! I i i i � 1124 r"--"T,,---,-----�-----r�-,--"-'- , 1 � T 1124 Ir- I ____(:� ---�----,----i----i-----------�----� F I � I r � � I � , � i � i I ! � ; i � � I � I i ; i 4 � I I -1 I I 1 � i � i t : ! � . i V_ . I ! i �1�� I N i I I i '-- � i � I � i I i � i I I i I , I i i t 1 �____`�_,_ i � i i 67+50 T------__­_­�-----------------�---­---,-----____T­___7__'__ � i � � i f I � � . � ; � I I � i � i / -�11' ,--+,- I 1 1 i i 2 I i I � r i i I I I I � QqI 0 i V_ ! � � � i i 1 1 ; I ! I � I � i ; i i � �_ i I � i i z I � r � i ; � I � ! . � I � i i I t I , i I � � � I � � � I � I I i ! j I 1 $ i i � I � � � I � 01 I i ; I i � I i I I ! i ! I � � i � ; ! (NN I i --- 3 1 � ! ! I � � � I i i � I I � �� 1 I I i � ) I 1 3 � � ; � I � ! ! � I ! i i ! ; � i ! i � � � i � i I � ! � �- I i f j I — i i i I 1 I . � I I � I CD Ill 1 1 � I ; i I i ; . � i J i I I I f I � , [ I I f , , ; - r i I I � I I m" � i � ; � I z i � I � I I I -,---- . I i , ! i I I ___ ____4__,___ � � � i ! . � $ 1 1 1 1 1 i , --i- 7­ � __r --,------ � I 11 0 yv � I � i ! � I r�, 1 i � I i � I ; , I i I I - ___ 11--________ - 11 ___�_1_____! R/W R/ � i i ------,- -,- -"-'I- I � � � I � I � I I - I I I ; � � � ­ I 1 I ; i 1120 t i i i � � I i 1 1120 � . F iii � q i I i 1 .� . i � ." 061 ; � i I i � i I I i 1 1 1 i $ 1 1 i t i i I !-/-I I i i . 1 I � I ! ! � ! . I ? i 1 ! i 1, 1 i I 1 i i 1 1 ! i ; I i -I-- ­­-.--"--,-,-. 0 � � �D � I i ; I , . 1 I 1 1 1 1 i ; � I t i 1124 r-------r-------1­--�--- ­ __ .­­I_­___11.._ __­_­-._ �­­--­­...�---- 1- 1 -1 i_ ! i ! f � � � i i f 1 ! � � � � J,--------,-------,--------,-------, ------ _.- ____ - � -4------� �----_-­---------­­1__ ,-- I I I I - _.1_____,_+,___._ ­ ___­L___.____L___L____,1­ ----,L- _1 L__ -.--L �___j _i____j I i i _­­r----_-­-­- _­_­___­_­____1_­(N ! I- � I-I F ; _­__ � -, I _t__ i I I ! t _�____­_) T_ ___4__ ---________---I-- ____ .. I—_____j_,__j _ I I � ! , � I � t ___�___---4-m-Q---_. 1 _ I _____I I I I f I � t 12 ' - ­J____J_,__! ,L,---! . ! � � $ . . � i � i � I I i I ; t I z ; � I � ) t � I I r- 1 . I I 'a_t 1112 � I ; i I i � I y I . I I i ! i r I i t � A?-� . i � � I ; I � I I i i I i i i � ; � � I ! � i � I � .- I I i � I I I I � I I � 1 ; CN . i i i I i I I � I � I 1 1 1 I I ! I i m I I r � T I � I _:�' � � i i � 1 1124 1116 . -_ I i i i i I I � ! � � � �� ! ! 1 1 1 � ; i � i I i i ! � i I ,T-- ! I ; i i � � I I I I I I . � � � I � � I . i i ! � . -100 -80 -60 -40 -20 0 20 40 60 80 100 I 1 �,/! I I i i ! i i ! i ! � i i t i I i ; � I i i � i I i i j � i I ; I . I I I I �. I , I i I ! 0 � I �_ � � i ! � I i ! i i I V I I � I � � ; � ! � ; I i ! i i � . I ; � I i i ; ; I __% � � � , ; , f i �_ ! z � � V_ I i I i ; � ! I � y ; i � I ; I I : I i � I � i i � i ! i i 1 i 1 � . i I I I I f i i � i 00 I . ) I 1 I ; i � i ; 1 , ! i ! i I I i I - I I 4 � i i � ___� L_.__L_-.1 �--.-I-----�-------.,-.-�--,-.-, I , i i I � i � I I- I_ ­___________j_, ­-L � : I � ? � � . i 5 ! . ; i � _ I ! I ? i � t i ; ! i I � ______1__._1__._1 . ___A__.­.,L­ ­__­ � i ! � i I I � I I i I __, _ ; i i 1 1 1 1 i cl _ � C.V , i ; ; I � 1 1 ! I I . I i f 7 i I 0 ! ! I , I t I i � f i i � � I � � - , i i � ? , I I I I ! � I I � ! i I --__I/ I � %, i i , . ; i ____i_____4­___1 ­17­ ___­______ ­­_-1.11---1-1-1-1 V__1 j , � I i ) , : I I i i % � � � I i �_ � _________1_i---- I ,--I---- ­'___1--­r­-1-1--__�1_11--� __­­__­___.­_1_r-] I -,-__-1, -1__1___.i11__r______ i i ' I i I , 1 �__-__-­j___1_ ­­­ -------- ­­­ _:I_ -1 _�__ -4---..---r-'----+------�-,------"-----.14,-,.,--., . , _____ -_;;� � . . 4 I I � f- ­---rT-------­�­­­1---­­---I'------­­­ +_____!,--.--_ I___._1___1 -80 -60 -40 -20 0 20 40 60 80 100 ? ! L � I i 5 � i i ; ! -i f �_____--f-­­I ---­1 1120 1 --t— I I ; � � 1120 � , � ! i i T_ I I i I I I � i 1 V- t I i � I i ! i t . � � I . ; I i : I I t i I i � � � � i ! ; i i ! ) � � I . : j I � � i i � i i i I I � � � i i I I i � I i i - � . I I I � � ( : i � i ; � 1 V- � i ( i I � i i i i I � i T_ I � i i ! i i � � I i � i � . 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I � I I . � � ; j I ! i ; ; i � I ! . i I � I ; ! I ; � I t I . 1 I I F0_3� Ir.j i i i 1_�� i I I . i I I I � I � ! pn � i ; i . � � � i i I I i i i I i ; i i ! � i __* Ilk- I � ; i i i i i I � i t � ! i i I i I 1 1 1 -- I 1 1 i I I i � i � 1 69+04 . 15 WLY. OF � i i . i i � i i � � i ! ! � I 1 1 i ! 1 I V_1r m I . I I 1 ! i i i i i i � � I I i � � � � � ) � . I i� i . , � � 1 1 1 I i ! 3 � I i I I � I j � i � � i I i i . _ i i � I � � ! ; i i 1 1 1 CK) ! � I 04 t i i i I � i i i � j I 1 i ! t . i i f i � t i ; . � i i i ! I %3 I � i . I I i ! i r I I 00 I 1 t � 1 I � I y � � I V-11 I i � ! ! � i I t i 1 i i ' � i ; I I ! i i � � i ! � i � I i T_ � i � ( ! i I 1 � i I f I I ! 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I ; ; � ! � --- , . � i ! � i I ­-­ __­�_____ ; ----I----,. ­___ !,,_____,L___L_________, _ _L__ _______._-___ ­ - __ I T_ ! i I i � i � __,_____F ____ ____ I I I .-- -7-,---,,- F__-____11______+­___ I �_-___-_1____ � . k-------__ I '­ L,__,____ __! -i---��..-!-----i-�-,----.,-.---,, ­­--i­--r! _­-'__L___.,__! , - -,1tri_____ , i i � 1 (� 1 , ,,,--- ----_­��4 1_-1­­j[ -,.­__14---------�- ,_,_.__.___._�_____, " �_ .. ; I i 4­,­ � .--___4 ­­.11 1.1--.1- -_ ­ - . i I � f � i i , � t a I � � ; I i I i I � � � 1 T_ I � , � r i � ! i i N I � I � ; ��I � I I i i I i� �, i ! ! I ! I i . � 1­1 ; � i I i � i I i I . ! i � ! I i � I j I (N ! t � I � I , k�.1 I f i � 1 � i I i i i i ! i i i I i 1 1 i z z � � ; I � � -1 � I I I I ! i t 1 i 1 � i i i i ! ; ! 00 -80 -60 -40 -20 0 20 40 60 80 100 6; ____ __ i , ! � � � I ­_ __ - --- I i i ! I ��j' � 1 1 ! I � 1-­­­� -­-----­1---- I -i-, " 1 ! 1 i � i i I I i . � I ; ------- �--- I � I 1 1 � i ; � I i i � � i ! � ! I t � � ) i � f � I I ? I 1 � r ! i 1 I , � � . I I __T - i I i \ I � i � i i I i 1124 1, I i 1 --16- " 1124 L1_ � \I- t i : � I I i I i j ! / ! i t � I T_ I I i I I 1 i � i i [j 1 I \,�', i i I 1 1 ff-) i i i ! I � I i i i i � � . 1 5 i ) i 1 1 1 1 1 1 ; I ; i i � ! ,,, ;. i I � I i i I i i , ! i I- � � , I I I � I � I � I I � ; . ! L_____1'___j------�.—.----,--t��-.------�l------�,----,3--------,---,---.-.----- ,___ � i , , J ! i t ! � 64+75 � I I ­.- _1___________. __; *�� � i I i I F I � ­_­_---------_ .,,�.---i-------t------�-�--�---�-�---�,.--.- ___._.__­ ,__L_____­_________!____j --.�---L----�.--.,-,--I----�---I�---�--..--J i � I � , I 1116 1116 1116 1 ----'---- 1116 i I � I I i i i ; I i i i I i � I � ! __� i � i m i ; i I i -100 -80 -60 -40 -20 0 20 40 60 80 -100 -80 -60 -40 -20 0 20 40 60 80 N w � - � I----.,-_-__t____ ____�_____�L__+__11_"'_­­__t1.___ .,---. 1_�______� � I " � ,!� ,__�___-, � I i t r--,- � R/W q R/W N `4 I i ! i i `1� i / - 1 I 1 1 � I � ; i i . 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I i � i � I I I I I I ; T_ i � ; . � i � � , � t i � 1 f ! ! i ,� 6 . � ; I i � � i i . 1 . i � f i � I . , $,.-� � t � i � i i I i � � 1 t � . t � � z i i i � PO � I I ; I I i I z $ W 1 1 ; � I � ? i f � : I i � I I � . iD ! . i � i � . i i t i i i � I ! 1 I -4 1 i i . I i � i 1 t I I � I I i C C� , I t / t , � t I f i i I � I i . � 1 i i i i i i ! ; i I V) I i ! I � ! 1 ; I I i � i i I 1 t - i � I 1 , I , � I . i , 1 ! 'd � ; i I � ; � ; ( �I � +_ J � - t.__,___j111__1_. 4­__,_,._'1_._,r_-r-'s-, I � 11 I r- __4_______,_,___._._­__ __-A , ____ I � , � � I � I t � . i I � ! . t ' j i i I i . i 11 ; � � i i z I , . t �__ . i ,___----,__` 11-1--1_.___­_1.­_­1_1. ­­ 1 04 t:) I -,-,-- ! i I ____ __- . t_­­ ; i i i ­­­�­_­11- _,____.__._1­__­_­­,.; __4___,_____1,��. ___ _,____L____,__- - , ­­-1- - -- I I � -__­_ -f- -1-14-­­_ � I IV i �________L__ 116 1 -----­--­i­-­­4 I -1 1116 i � ! � � i f i U-) ! i z w I ; 1 (4 a I i I . t I ; � � I i - I N I � 1 i __ --- t i 1 i 7 . I I ­,_�__-1_4___-1 ­11- 011_____t__1_14____1.._ -----,, _­ ___ �___i 1 � i 1 � � _-- I � t od � I I i � � i t i � i V_ i I � __i_______.___r________ I -____� _`r__­ __­___+ -. . I i ! � I i 1 i i i s � � I I � I I � � ; � I � � i I � � i I I i I I t i V-4. 1 1 , 1� I i � � � V_ � I I i C:>1 � ,_ � i f i k ; i I i i i ! � V- i i � t � � ; i t � ; i � f � � i I ? ! i � ! ! i � ; i i i $ 5 i � i i � j I I � � i i � i � i " . � ,3x + � � � I I . I j I I i I i i � I i i 1 i , � � � I � ) � I ! i .�x i i I t t � � I t � � + I � i ; I � � i � I I i C - 1 1 q- I I . i I i I 115. i i I ; i ; 3 t I � I I I � i � ! ; � 1 1 Cq ; I � � i ! I � I i - i I � . I i � + : I � � I I I � i I i I , ; 1 i I I / � 00 ! 1 1 i 3 1 i i ? ; i z I � 1 V- I t � ! I ! � I i ! � i ! I ! i i I . i i i I ; � � I i � I i I I . I I . 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'i �____ __!_.__�_ Ll-..-,- --- 'N,z --------� __T I__ I ---t-- : � ; I I - i � ! � I I 1- 1 " _,___r___,_ � I I--------1 1112 � T , I ) - --1 __- _ � . .. - -,-----",---I--,-----r----,-T----.-,---------� i 0__*1 ; � ­--t- -, - - ___ I'-----,-____ ------- ---T­-----, ----j-----",-,-,--,--7�,-,---,,-r-,-- --­--­-­,% -­­­----7---­,, 1120 1112 ------- ------ __;�r i i � � i __� __1__________�_______ I-,---- � � � . ; * . � � 1 _____1__4______4_ ,__. __ _�___ I _____f I � I , t , I 'A I �____ ____ I � t i � i � ; t ; � I t i f � � � � � t � � ) i I i .3* I I i � t ! I i 3 11 1120 (' � i � ! � � � . � I I � i I i I i � ; ! j t 1 , _2 ; I ! I I � i ! i ; I � i I ; � I � ! � i � � i i I i t I � i i i � � i � ; i t i i t i t , � � I � I � I t T i : � i i I ; I K-11 ; . � i i ! i � � t ! ! . ! � t I � ? � ; 4 I t I � � � I 1 1 � i ! ,x,p� � ! i I i i i I I � � i ; I i i i � � j � i k � 1"\ i ! i i � I i 1_�, � ! f t � I � . I i I I � i ! i , I I � i � � I � � i i � . I ! � I i i ! i I z I � � t I � � i � I � I i 1 � i ! � i ! i i I � I I 1 I i I . I ; ; I i i i i s ! . i i . i f i � i ! i i I i � � i � i i � ; i i i � i i ! i � t i � 1 1 t ; ! 1 � I I I i I I t I I � i � I I I � i : � I � � I ; � � I � I I ! I I i t I � ; � I i 1 � � ! � I I I I ! i � I `1� i i \ / � � � � 1 1 4 ; . � I ! i I I i i t � i I . i I i � � I i f ! i I I � I i i I i ! I ! � 1 � !C) I i i i t 1 I I I i i i ! , , 1 i I � i i i s ; , i ! i � i . _­._._______ ,­­­1 _, __!, i i ! t . I � I I I I i 1 i I i_-,___1____ - _____­­�_­___, I I . I I _,___� ­_ _. ---__.___,__'__1 i-1--_­ __- 1 1 1 ! I z � I I . �­­- i _ ­1- I— ___r I __ I I ! I � - ,____L____ '__________4_ __ I—1_1__­1­�_1­­__.__._ ----��-----�"------,t----/-.-.,-I-�.--.-i - - ________ ,'_---�___F___­­-,--- - � ------�_____.__­_ ____.L_____ ­­ . _____­­_._At____11.._---------_____ 'L ________�_____J______11 ! i � I � i T---,--,,T,---) , __T --- "--,-j 1108 � I � � I I � __ �_ t , 1108 � � I-,----T---- ,­C�-4-----,.- �, I I � i i � I f i t I ; � t 4 ; � i ! I I ! i i ; � ! I 1 1 i i i f , . I i I I I � I � I I � I ­.__i_.__­ ___ I i i i k ; I I � i j i i I i � ! t - ____ I __ __�_________ . ­T­­� i I . � -� -----i-------t­ ; ____�_�_ - I � I i ; � . � I I i i i � L� � i I � I � i � I i i i i I D8 `----L------I � I � i t � � � i I � � i ! � I i 11( � I 1 1108 � � i � I t � ; i � I ; i � I � ! i ! w i � ; � ! i � I "_� I I I I i � ; i ; i ! � ! t � ; i ; � I I t i i � ? � � � i i I � i � i t I ; � i i I � I i � I � ) � � ; . � i I % ! ! I I � i 1/ i i i z � f � ! \ i I � i i i i ) i I ! ! \� ; i � i I ! 1 1 � i i ! t I I T_ i . i I � t � � i � f t 7 � � 4 t I i I I ! I � � I I t i t I � � i � f i I i � . . � I . I t � � ; ! � i i � I ; � � � � � � t � I i i t ; i � � i � i i 9 I i i ! i i i � i i i , ? I I I t-? I 1 ; i ! � I � � t ; I i ! i i i � i � � I $ i � � i V- fn � i i i � ! I . I I I i i ! i . i i i I I � i i i � � I � ! i � � I i i i � I i � i � � ! � z i i i t z � I � I I I t i � � � � i I i ) 1 ! � I � t 4 ; � i i � . i � I i � i i � i i i I � j i � ! i i ! i I ! %_ ; � I � . I ! t � *"�11 � I � i ! , i \ � � I � � � t : ; , (O i P5 i I i ' ' i i i I I ! ! i � I ___,__L______j__,_ �_,''. , ! I I , � i I � � I I I I ; . _14_.___ 1 1 i I I i 1 I i L_._11L­­____ - ,L___A ____L__,j_,___j_­­.._ -.­_ I-,------ ­___ __ __­,________1,,____________ ___I­­�___­­­-­ _ - -__ __� . -----4----4- -4-­ --.----4-----"-­1_1 -____11_____�______f 1 1 i I I � --ca­--� _4 —, _i__4___7,_____ -_ __t___ t i f . I , , I I � i ; ---,----,4 1116 � � 1108 i i � 1 1116 �_­ 1108 t I I � i i I 11 � i � i � I i � � I i i I I I ! I i i I i ! � I ; i T � � —_______r__ -----,-- i - i - � � ; z I I i � i I - ------I— -L—I i i � � . . � i i I i ! ! i 1 1 1 � � � —1, _T -_ 1 t I 1__,�_ -100 -80 -60 -40 -20 0 20 40 60 80 100 ; t I � I i � i i i i I i � ; � ��+__ . i � � � � I i � � i I z i I 1 $ � I I i I I i I f � i � 11 I I I I I � I \ i � t N � 1 �.,� ! i � i 1 1 i 1 i I I i ; i I z I ; I ! � t i ! I I I . 0 ! i � i � . ! � ; � I i I � ! I I I i i I � i i I i i ! I � %_ i i ! i � i . � I - . i i I i � I i � i I ! t ! i i i i t I i i i f � � I i � I t � � � t t I i I E � I I I � I I !­�� ; .* i f i : I I i i , 0 ! i ; V-- i i I i ! ! ! i i � i � r � z � i : � . I 1 1 i I i i I i i i i ! i i i i � i i i � I i i � . � i � ; � 1 1 1 Ir.- t i � ! /t i � i � i I i ; i ! i � i ! � , I I � � I _____ -_­ - ­�._ I I ­-­--­­---­ _____ _.1__L___.____ .I------,-- _�___­_----4-­----j I ! ! i 1 ! i i � I L.---,--- ----,, __.�CIL -, ____ -_ , 1 I I _�____- 4___._4____._�___ - .__1_1L__­­-_.__­_�--­_t-I,,--,-1,­­1---I ­ _L______� i ---I----- ____L__________; - z . i ! � � I � � I � ) I i I � V_� � ----,I---, I � I � , I � -, _,__­� _+_ : 1 4 1 1 i , \I",- � . � I i i x I : I i i � ! . . t I --L--�.-,-�-L----.-,-��-----I-----!__-i � I � � � 1 I � I ; I I ! l � I � - � ..I'----- - I � ; � I I � i t i � ) : f i t__.___�_____L___ �! -'-,---_j_____1_,___j_____L___----,-- i � ! � . ; i i i ! I I ______�_____ \i I-T 00 i i - i i ; � i , i : I i I ; � i 1104 -' 1 104 . I i � i I � i 1 I I � ; i t i ! ; � � � � i t 1 63+00 1 I 1 I i � � i i I i � � I . i I i i � V4 ft1% i ! ; i i � ! I i � ? I i t i � I . i 1\ � i � � i I I � � � . i ; � - If . ; � ! -100 -80 -60 -40 -20 0 20 40 60 80 100 ; I f i i I j � i i I i i I i i . I i ! ; � � i � 1 i i i � I I i I I I i � I I � I i ! i t � I I ; i i .-� I 1 � � i � . � t i I i � I ! i I � � (3) 1 i i i I i ; I ! I j � � � i � � � � ! � � i i i I I � i i ; i I , I i ! s i i � ; i j I � I _k i � I � � . I � i i - 2 i ; I? it -__I i � I I I I � � I . ___ ­111- ,--- ­__­�,_______ 1_/_+1______�i 1 1 1 - _,_____._�____J I--I--­.-__1---I--- �_---�­-------­----'1­-­--- --­---__ _1­111-1 .. 00 _____i-__---­jt _-�-___t____­ - .,, " ____ __�v_____j____J i ,-- ... --- �_ --,,----- , t- --�-t,r ­4--­_-_I �-------,4- j---- i-------�,,-,-------__­--­ I , q 1112 � I I I , ; T I ., 1 112 1104 � I , " 1104 w � - �. 0 w i i t i N r, I I . � I � 4 � I I i _�____ ­_1r___1_T___T_­ I - 1, � . f I i i 1 i 1 1 1 . , I (,---, � __­,_,__fr____ i-- ,----r---r- 7____ o : i ...�i -- � . I i i i i I I �i � ! FF_ ! _p_q__ ____T__1 -'---T— I ; I i I 1 1 1 � � i i i I i i � � 1 I I i 1 i I I � I I i 1 I � � .. � ; i I � T I I � � I I i I � t i ! i i � I i ! i � . I I i t � i . . . z � ; � I i t 1 ! I ! I � � ; V­ 0 ; t z i i � 3 I I I t i i � � I I I � � � � � r I I � I I I � � i I I I i i i � ____! i ; I , � I 1�11 I ! I! ----1 . � � ; i I � I ; i � . � ! i � 1 � i I i I i I - i i i i i i i \ I i � i � ! � i � � i I -_ I I � � I i I � � . i � I t : � , i I i � � ; ) I LO i f i 1 I i I � t i ! � i i ; ___�, I I . I i I � � z � ! � ; t I 1 i i I I ; I I � I I 1 5 � I i I I � i � I 1 r�-, i 11'r- � i i � i i , i i i i � " I : � i � i i i ! I . I i � . --I_­­ ; - I I � ; f I t � � i � I � !___._jk___! _.__._.i I - I ._____i___1 _­___ _ I i � � I _-,i__J i t I I ;_ ­__­� � ______ I _-,--,-- - �_ L,_____­. _______,--.,--."-------_j__ -, ______­_,____.!_,___1------�L,__ - _� i i I I � i � i 1/\ ___1_1___111____ X1,111, ­_,__,__i i i ­L__.__l _______,,_,__,_t____ � - i_­­­ i r I f I I �---,-! ; I � � x � � i I I � i I � � i � � � �_ .. ,_­-,_.,.-­._­_­ - _­__1-------,--- ,.."- _ - 11 � i � . . ! I � _­1_'_1__f � I - � ! � i � f ) : � I i i � � I i I i I � t � I f I I I i . � V- I i-V i -100 -80 -60 -40 -20 0 20 40 60 80 100 I . i . � ___4____.____ ­_ � i I I � i � ; I t � � � � . � ! I I I ____­ i ,___ - ­­--l- -­­ 61 +00 1__ L__4____.� � � I L_1_V14____j_ -__-__1_____ -_-I 1116 1 1 ,----� 1116 1 3 C ; i � � i i i I . � i I �� � � i I t I � i ! i ! ; ! f � i i i i i I I � 3 ! � C%4� 01 1 T- i i � i i � i I i I � � ? i �, I iI . I � .1 I ! i � � I � I I I 0 i i 4r- i � I i i � ! i ; , � � I � i ! i I � i � : . I i ,�h i I , i i R/w R/W I t I � i , i � 1 1 i i � I i i I U / I I - i I q 1 I i .1 � I i ! i i 1 1 ! �: 9 ! � I + i I I . I i � , . � � I 1­1_1 -4- -I--.-- ,L____� I t 04 i � I ;______41__1_1__.____,i_,__,__r _­1_.1_1__­­___­ ------' __-,___,___!___ ­� __ - .--I----- . i1_­__­__._1____,________---I--,,-_-1-1____-11_,1_1_­_T_____ _____­ 1_____r_._­.1F1__-If---'----'-"'-'----,--­T_­-­-­--7----j , i -__­_ I i i V7 00 I i ; i I i 1108 1 � �, I _F__T -'- � ___-__+________ I i 1108 , , i I i � ! I t 4 � ) ! 4 �! � i � I i I � i � I I I � � ! � � � All, i I t � 60+50 [�__,_­_�__-�_ ____ I . I ! ! i � i I i � I i i I i I i ; i � i ! I ; I � t __ 1_11____11_________ �­�_4___ , __ - ­­ 1_._�___­14 ; i ; ; t i � t . I i I � z � � I � . � I i I � t i i i � � � i � I i � i I i i � i i I i � I 1__­_, 'Iff IV.), � --T-----"- - ! � � i z i � � � i � i I t I I i i i I I � I ? I i I � t i i i ! i i � t I f I i ; i I i i ! � � i i I i i . � I z I i I ! 7 ! i � i i ; � � � � ; , � I � : + I I � � . 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I i � � I I i I i � � z t i i i i ! i i � . i I � ! t i ! f t � ! z � i t ; I ; . I � il;-) i T-,-\ I i i . I . ! 01 I V_ ! t ! i j i ; i I t i ; � 4 V ! I i I I 1 %*% i I , I i ! : ; i i ! ! \.", � I � � i 1 � ! . t i i � i I � 1 i . . . � I i % � � I � i t i t � ; ) � � I I ( � I � 0i � \1 � I % I � I ; � I i I � i i I ! i i i i � � I 1 I 1 i I � � %_ � � t i � i � I I i i i ! ; i � . � i t I I , I I I i i $ ! 1 1 � i i � i � ! ; � i � I � L i - ____­­11 - �__ __1__� I I ---...-- ----,.----- __�_____ ____1__.__�______ t __ ; . I ,I � __T__ i I �_­___t_ - __­_�___________ __-------1_'.__­­4__._____ ___1______,____ 1-1--_ ______11____----,-,-- 1108 L--------'--'---'--�----"�--i-----,�--------.-- 1, __________ I—­­.- � I __�,_ 1 i i __ ___ � ­r ! ' ­. _____1­­T __1 - � . I ; � I . t , ___4� � -1------�----�-----�---------�----- _______t_ _ ­__ __­_-­­___- ­-__4 , _,�,____ I � , -1 ­_____�_._-__-�­­­__- � I � ; I ; i i ! � ! I . 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I � I � . � : i t i � I ! i � t I ! i � � � i 3 1 i I - __� ! q- i I 1 � 1 1 63+75 1120 1 --------------t&--------------- 1120 1116 � ,----,- i -i 1116 i 1116 ' --- t ; I � i � i 1 1 r- I 1 I I ; I i N � I I I I i � I � � � f f ! � I ; . :) I I i � r i I I I I f � � . � ; i I I I I � i ! i I � i ! i � I I : � i i � I I � - I i ! I � i I i � N i z i i i � ,I i ( i ; . ; i i i ! I I ! i I I I ( i � . ! i I I I ! C� 1 I 1 1 1 i I ;� *�,,,,7, --j_.-- i � "I-, z I I � i I i � � ! � � i i i ! I i t I � I I � � : I I i ; � ! i � I t I I I I t � I ! i � � i i I i I i i I I �% �� i � . � I i i � � � i i � i i I � � I I i I t - -1 -t=*- i CN D I l i � I I i i ! � I i � I � 1 1 i I � � t i i t i I r,� , 1 1 i , ' 4 � I ; I 1 %4- 1 � ! i � ; i ! i i 1a) �� i i ; � . - I � � 1 i � � ) t � i I ! ; � ! I -1 I I � � �PO I i � ! � i I I I i i t t i � t 4 ; I i L � � i ; I i t i 1 Lo -1,-, 1 1 T- . � i I I i � ; t ! i i � ! ! � ; i i � � � i � , ; i � t . I I t i i . � � i I � -00,0 i\ ! ; i I � � � R/W R/W � i I i � i � i I i i v4 i i t I q I f I i t i I ! I t I i ; t � � I I � � i � � i I i i � I t I . ! i i i ; V) 0 1 V- I i i i � i i T4 , f ; i ; I I L6 i � I � V- )O I � ? . I I I . ; ! � j 3 1 I-,-,--________F______­1__­­ ­­­­---�-f-----f---,�-�"I----.-,T----,-­_ ___ - I � � i � ! f i I I I i i I i I . I _____�__ , � T----,-____�___�I_ . ­1­11 I­­­­---------1­_­­�­ __ ­­­­_­ --A- ___�­___1_1______ __+_ __4 i__ ____,__,__,+__.____�_ - ; ____� � i i I I , r---I 1_____ —___�____­ _____4____A�_____� -- __r ----------1-----j----- I I . I I I � I I � : I . � %_ 1q_____ ______- __� i i i i f i � i I � � i � i i � � � � � i 15. 1 � � � � I I i ; i. t � I ! � I : � k z I I . � I . i I ! � ! � I i I i � i � I ; � V_ . � � � . T- , � I � ; � � I . I I i � t i i i i . I i � '3- j ; I � i F- � � ; i . I ! ; ? i I i I i ! i C� .I 1 1 , I I � i ! t I � i t i co 1 1 1 i 1 i � i i I i 1 1 1 i i i � t I i � � i � I � � I � � � L 2 1 1 � 1 5 ; I i i i I i i V- 00 I . � i z po i ; i I i I I I i ; I I . � c ! I 1 r- ) � � I I . i ! t I . I � ; 5 T i 1 � i , i i I i z 1 T_ I � I i I I � ­h 00, i i i t � i i i ! ; I � i f i i i I i I i i i i I I I 0 i ! LO � ) t � $1 I i 1 1 i V_ -� 1 ! � ( I I 1 I I I i � � � i - i i ; i I r � i � t I , I I i ; � I � � � I z � ! � I � i I I � � T- f i ; i � � --i I i i (-) i � i 4 i I i � i I ! � ! � ; � ,--------" I , -A-,--"-,____- - 4 --'--------' 1112 r- � _161� ­­— ; �4 - - i I I i � __ -- _11__T_­­___1f­ � � - ­ -,--L-- L -01 '� I f i __T 1____1 , _4­1 ,------___­ - -_--1---, - I I � -,-,--- _� �_______jr__,_1_ . ----4____._ -_ � ; I � I . 7 i i i V\I ; i i ; i � !ul � I I i i : � 1112 -, --------- i_1__1_1­1_____ , I i - � � i ! I . � � , >_ i ! � I ! At ! , I � � $ , 0- oel_--- t t � , I \1 � , . I I 1 1 � i , 00�1 � I i I , ! I i ; L i I � I I i i ,r) . � .� I i i � i � ; Cq � f i ! � I I. � t � i __� K) I I . "�� i I I I i � i ) i ! � t � 1 i � � I I ? I � i i I t ; I I f I I I i � i � � I i I i � � i t � ; I i i i i i i I ! � i . I i : � f i 1 1 t , I 1 1 � � ! ! � i -- � I 1 4 1 ' I ; I I I � I i � i c I � i I I - , ____­­ I 11__­_­_1.1 ­ -r_1­-­-­_,_­jL __­11­1 ! __­____ -,-..-"-,I- .__.__�_ . - -_ I , -1 -----------i- ---I- , _11--­J � I I i ,____� I-- ­­­__­t,_...,_._ - - I. ' - ' , -____________J _d_.___L_-.,_,__�____,______,___ I _�_­___­__-__1___, ­­.......­j­­ ____� 1___i I I � ,_ ., t i ___ ­+ -,-., f 1__,__,4__._____­ _+___.__a____1____. � � ­­_ � - -_ _14-- -_-- ; _+___�­1_____�___1 I ___-_ I t I -------1 I i_­­ --- � . � " ' 1120 1116 ', - --4-­-4----f-­--- -N--,,--t 1116 1112 1­-------f­­­4­­­ � --/�!"� 1112 ;-- -,--------I 1112 1 I i � 1(D i -- -/-- ---, I I I � I : i � I � i � --,--.- ; I_; t i , ! I i i 1___L___,_L_ _2 i � . � I � � , I t I 1120 1 1, ! i I- I I i i i I � i i I � I I � I i ; I ; . � 11 I i I i i r-----_____1 � .. i 1� i I i � I ­____\1 I I___ i- 1 4 1 � I 1112 1 t 1 5 1 1 � ; � i -­� ! � I I i I ! ; t � I i ! I ! I � � . � � � I V) i i I I j / I � � i I T_ � \ i � ; . 1 ; � I t I � t I I w I I I I � � ; 1 V_j I I � - i � i � I I i ; � � � i � � f � i i , 5 i i I � ) z ; i ! ! � ­1 ! I I i � i I i � I i \ I or_-_,-�_ � ,\ i i ! ? 1 - D I i I i I I I e "_"�,' - I 1 ; I i I i � j � $ i � .40 i i ! t . ! I . %_ I � i � � . I � � I � I I I I ; i i i � U11 ! I I 1 1 � i t i � � ! - I f I i � � i ! I � ; i i � i i ! � I / 1 1 � ! � I i t-.) � I I � � t f i ; i --mm" j i I � I I � � I i i i i , � i � � � � i � 0 I i I i I ; I i i I I ; � � ? ! I 1 1 (0 :) � ! � t � � 1 i i I i I i I I i i i ; � : i I i � � 5 i 11 � i ; I � . � I : � I 1 t i j ; � � i i � I i I � i i I � i r-+ 0! ! 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I : 1 1 f � I I � . . i � I i f I I I I � � I I i � I � � z I t i I � I i i I i I I ; I � ; ; � i i ! � i � ! ; ; i ? . i I . i 14- I i � I � � I � i i i I I i i ! i i t � � ! i I . �! 0 � I i � � t � . t I i i i i t � I ! i t i \ i i � t i � I i I i i f � i � I I i I t � ' j V_ ! � / i � I 1 / 1 ; ! I I ; i i I i � ! � ! ! i � � i 1 1 1 � I � I � I i � I i ; I t i � ! : � I I t . N I i I � � ., . i l � . i I I : i � ; � � I i � ! I � I � I 1 z � I i i � i I I i , I , . � i � I i _1% � I i I '0^ 1 i I i ! I � I t t i � , i t f � I . i � i . I � , * i i �� /_ ! � � � � i I I �� � � � I � I I t - -.-, I . I 1 � � I � ! , �. I - 4--1___4________i____1__-,__�_ ­­­­___­­+­_­11- �L_ ;___V I I � _11_1�_,__­ _-, I ­­_.__,_1F­___T­­--1-­4­­� -_ -It---� � -_____._.j_,__ I � I ---I - ...i--_ i - t t ­___­,__�_- ­ 11 i, � . I � ! 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Underground Service Alert I Fl- I � I I APPROVED V_ I SCALE DATE T_ ORE RIVERSIDE COUNTY BENCFWW T-59-81: ALUMINUM DISl< IN I ' 0 � = NG HZ__4� D A TE -I 14//J- U-) . \1 C= — I - - --- ,-- ROBERT K. MOEHLI . � Call: TOLL FREE CONCl;ETE. LOCATED 124.81. OF CLINTON I<EITH ROAD, . 11 I I I­­ � I I I - . ff T_ -- . 0 1-800 47.6 1 N. OF GRAND AVENUE,- — 11 I 1w 11,- I ,___�, /0 ____1_1_1­­­1 . - -,�> - - __________ ACTING CITY EMINMR RCE 63M 1-11 � /��, __/_/� - I I , < ." -- � � �1�� 422-4133 AROUND A SCE POWER STATION AND RCWD WEI-L SITE 10'N. DATE 11 1 13 DWN BY: ZSR PROXCT NO. DRAWING NO. ' � / It "I',"", DATE JINITIAL SHT. DATE JINITIAL < � I P.P. #2075052E-,SET FIBERGLASS WITNESS POST 1' NORTH. D. TANNER III CHKD BY: jpT 07-311 . n . I TWO WORKING DAYS BEFORE YOU DIG DATUk.NGVD29 DATE: 1-31-83 R EVATION: 1199.072 CITY, OF MURRIETA ENGINEER OF WORK NO. CITY APPROVAL F I ELD BK- I oi-()y IC/ 10- 0 1 1 . l F . 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MOEHLING D A T E Call: TOLL FREE CONCRETE. LOCATED 124.81. OF CLINTON KEITH ROAD, fr 47. ACTING CITY ENGINOR RCE 6 1-800 GF41111V 422-4133 AROUND A SCE POWER STATION AND RCWD WELL SITE 10'N. OF JEfmc- H I T ATE 3 DWN BY: ZSR PROJECT NO. DRAWING NO.P.P. #2075052E-,SET FIBERGLASS WITNESS POST 1- NORTH. DATE EI�TTIAL SHT. DATE JINITIAL CHKD BY: JOT 1-3 <D. REVI 07-311 TWO WORKING DAYS BEFORE YOU DIG DATUk NGVD29 DATE 1-31-83 ELEVATION 1199.072 ENGINEER OF WORK IIII + IIIIII -T IILc! .-bO�'IttI4 IIII Q C1 OF MURRIE STORM D I IM ROVEM NT s I I I C1 NOm 8335 APN:910-100-001 . I I v � Am2 �L LINE c� �7 LINE C►-LI I MH #1 I.L.APiV:9 10 20-044 I Awl:910-020-013LINEEW � ,�, - 1 I 1 -� o I LINE APN: 910 433 INS E - 3 �' ��� , L� �. CB �1 LINE B1 -$ I I i <�2 .l AN.910-MO-021 AP1<t:910-090-019 015 INE - �i`� � � . APN: 910-430-0� EXISTING �C\' ' APN: 910-09Q-007 \ l \ 07 36357_1 SD-5243 CB 3 �` ' `�}�_ 1 I CB 5 I \L ■.■■ _ _ LINE J ot r Y A e S 7 1 Y 4 44 4 7 35+ 16 w\\ 9jQ_ g s _ $F � \ JACKSON AVE . — Y RD `q-�t .yam�mm�,yt� � ��, �t 1„ �."-.-�,�� z� . A\ � � `i ti, � �,1�1— --i I—• V ..w..,.»..-... LINrj% w � t CB 2 R � .w �.� 7y��j(�'+�► ate— .�......�. \ � '4 .�. Y f+ CB s i,..�.. «�. 5�.,,,,• / $ r'' ,t .@ � `t',,, f(." uts 0 QZQ_ APN:910-060�5) ^N s I LINE CB \... . .. 00-006 CB 14 APN:910-100-010 ® ,I CB 11 APN:910-060-001 ( AF�+1:910-Ofi� {SHEET 21 ) \ \ \ um LINEA3_=2 APN:910-060-007 I ,910-i00-005CB #10 ► LINE CB #1 f n4 FK -01 LINE A_ CB #8 \ SHEET 21 LINE D=1 LINE E=2 ( ) I I 1L SHEET 21 �, m I { ) LINE Arl LINE E 1CB #9 i S LINE E 4 \\ INDEX MAP I . 200 0 200 400 600 ELEV. PER SCALE: 1 "=200' PLAN 24' R/W =� 1 11�� }!� 1 .5 3 MAX 6 \4.5 , MANHOLE SCALE FLOWLINE 18 6 FRAME & 9 _..-r-- D CEO STORM DRAIN NOTES 29 14' 2' COVER PROTECTION 1 . THE CONTRACTOR SHALL CONSTRUCT THE STORM DRAIN IMPROVEMENTS SHOWN ON THE BAR ELEV. PER DRAWINGS IN CONFORMANCE WITH THE REQUIREMENTS OF THE CITY OF MURRIETA STANDARD SPECIFICATIONS, AND RCFCD DESIGN MANUAL STANDARD DRAWINGS DATED 4'X 3' ° PLAN APR I L 2004 2•_!\ CB 110 A. 2. THE CONTRACTOR IS REQUIRED TO CONTACT ALL UTILITY AGENCIES REGARDING d6" .. 3' 6"• TEMPORARY SUPPORT AND SHORING REQUIREMENTS FOR THE VARIOUS UTILITIES SHOWN ON °<' THE PLAN. CONSTRUCTION NOTES a 6 d v 3. ALL STATIONING REFERS TO THE CENTERLINE OF CONSTRUCTION UNLESS OTHERWISE ELEV. PER a ° NOTED. INSTALL 18" RCP STORM DRAIN a PLAN ` 4. STATIONING FOR LATERALS AND CONNECTOR PIPE REFER TO THE CENTERLINE °0'pa; � Q o {—�`►- 1 INSTALL DUAL 18" STORM DRAIN, SLURRY BACKFILL BETWEEN PIPES 1 ELEV. PER INTERSECTION STATION. 5. ALL CROSS SECTIONS ARE TAKEN LOOKING DOWNSTREAM. PLAN 6. ELEVATIONS AND LOCATIONS OF UTILITIES SHOWN ARE APPROXIMATE UNLESS OTHERWISE 52 INSTALL 24 RCP STORM DRAIN ..�--- 1$" RCP a NOTED. ALL UTILITIES ARE TO BE PROTECTED IN PLACE UNLESS OTHERWISE NOTED. PROP. SIDEWALK 8" PERFORATED PIPE 7. OPENINGS RESULTING FROM THE CUTTING OR PARTIAL. REMOVAL OF EXISTING CULVERTS, INSTALL 36 RCP STORM DRAIN 2% @ 1 .0% 6 2 6' WATER QUALITY SCALE PIPES OR SIMILAR STRUCTURES TO BE ABANDONED SHALL BE SEALED WITH 6 INCHES OF CONSTRUCT TRANSITION STRUCTURE NO. 3 PER RCFCD STD. TS303 440 ° IT SHOULD BE SOLID WITHIN CLASS "B" CONCRETE. �-:' MIN. SEE DETAIL A .< : . . 8" 10' OF STRUCTURE. 8. PIPE CONNECTED TO THE MAINLINE PIPE SHALL CONFORM TO JUNCTION STRUCTURE NO. 4 CONSTRUCT HEADWALL AND W I NGWALL PER CALTRANS STD. D90{INCLUDE CUTOFF WALL PER SECTION F-F IN STD, (JS 229) UNLESS OTHERWISE NOTED• DWG. SWALE DETjUL,(g9. BEDDING PIPE SHALL CONFORM TO RCFC & WCD STD, M815, EXCEPT FOR COVER < 2 NTS FEET. FOR COVER < 2 FEET, CONCRETE SLURRY (2000 PSI - 2 SACK) SHALL BE USED. CONSTRUCT 10' X 5' X 3.5' THICK 1/2 TON R I PRAP W/8" CLASS 2 A.B. COVER OVER FILTER FABRIC PER CITY THE ENTIRE TRENCH SHALL BE SLURRY EXTENDING 4 INCHES MINIMUM AND 12 INCHES OF MURRIETA STD. NO. 44fi CONCRETE DROP INLET@ �MAXIMUM ABOVE THE TOP OF THE PIPE. 57 CONSTRUCT MANHOLE NO. 1 PER RCFCD STD. MH 251 RCFC STD. DWG. NO. CB 110 10. "V" IS THE DEPTH OF THE INLET AND CATCH BASINS MEASURED FROM THE TOP OF CURB 2' MIN. TOP SOIL 1 ' MIN. DEPTH NTS Q; TO INVERT OF CONNECTOR PIPE. CONSTRUCT CONCRETE DROP INLET PER RCFCD STD. CB 110 WITH STORM DRAIN CURB MARKER "NO DUMPING DRAINS 11 . HYDRAULIC GRADE LINES SHOWN IN PROFILES ARE FOR 100 YEAR FREQUENCY FLOWS, TO OCEAN PER RCFCD STD. UNLESS OTHERWISE NOTED. FILTER BED 12. ADJUST ALL STORM DRAIN AND SEWER MANHOLES, AND WATER VALVES TO GRADE. CONSTRUCT CATCH BASIN NO. 1 PER MURRIETA STD. 401 (W=7' , V PER PROFILE) WITH STORM DRAIN CURB MARKER 100% CLEAN WASHED COURSE CONRETE \ 13. ALL PIPE LENGTHS ARE HORIZONTAL PROJECTIONS (NOT TRUE LENGTHS OF PIPE) AND "NO DUMPING DRAINS TO OCEAN" /\\/\\\\\/\\\ SAND, NO FINES. `r ARE THE BASIS OF THE ESTIMATES OF QUANTITIES. THE CONTRACTOR SHALL DETERMINE FILTER BED MUST BE FREE OF STONES, THE TRUE QUANTITY OF PIPE REQUIRED FOR THIS PROJECT PRIOR TO PLACING THE CONSTRUCT CATCH BASIN NO. 1 PER' MURR I ETA STD. 401 (W=10 , V PER PROFILE) WITH STORM DRAIN CURB STUMPS, ROOTS OR OTHER. @DROP, INLET PER PLAN ORDER. MARKER NO DUMPING DRAINS TO OCEAN O N INFILTRATION MATERIAL SHALL NOT BE @18-" RCP PER PLAN 14. ALL ELEVATIONS SHOWN ARE TO THE INVERT OF THE PIPE, UNLESS OTHERWISE NOTED. g1 CONSTRUCT JUNCTION STRUCTURE NO. 2 PER RCFCD STD JS227 WITHIN 10 OF ANY STRUCTURE. 150 LF 15. AT THE DISCRETION OF THE ENGINEER, THE CONTRACTOR MAY BE REQUIRED TO VERIFY FILTER FABRIC D BY POTHOLING THE LOCATION OF POTENT I ALLY AFFECTED UTILITIES• fi2 CONSTRUCT PIPE ENTRANCE TO EARTHEN CHANNEL PER CITY OF MURRIETA I ETA STD. NO. 422A AND 422E. US 670 OR M I RAF I 14Q 16. THE CONTRACTOR SHALL DISPOSE OF ALL EXCESS EXCAVATED MATERIAL AT MANDATORY OR COMPARABLE. fib DISPOSAL SITE. MUST BE NOTIFIED ONE WEEK PRIOR TO CONSTRUCTION. fi3 REMOVE EXISTING 24" CMP 17. ALL BACKFILL AND BEDDING AROUND STRUCTURES AND 'PIPES SHALL BE COMPACTED TO PERMEABLE BASE COURSE DETAIL B o NOT LESS THAN 90 PERCENT RELATIVE COMPACTION EXCEPT WHERE SUCH MATERIAL IS CONSTRUCT VEGETATED SWALE PER TYPICAL SECTION ON SHEET 17 WASHED 1 .5 TO 2.5 NON-CRUSHED ROCK. NTS cn PLACED UNDER EXISTING PAVED ROADWAYS, THE TOP THREE FEET, MEASURED FROM THE ROCK MUST BE WASHED BEFORE F I N I SHED PAVING, SHALL BE COMPACTED TO 95 PERCENT RELATIVE COMPACTION. g5 CONSTRUCT CONCRETE DROP INLET PER RCFCD STD. CB 110 AND DETAIL ON SHEET 17 66 8" PERFORATED PLACEMENT TO PREVENT CLOGGING N 00 PVC PIPE (TYP. ) OF PERFORATED PIPES. INSTALL 8 PVC PERFORATED PIPEbi SEE DETAIL B INSTALL CLEAR WATER DETAIL ASPECIAL NOTE.- r fi7 ER SOLUTIONS CATCH BASIN INSERTS, TYPE PER CITY ENGINEER NTS c~n 1 . CONTRACTOR SHALL VERIFY ALL UTILITY CROSSINGS IN FIELD (V. I .F. ) & NOTIFY w ENGINEER IMMEDIATELY OF ANY DISCREPANCIES. > 0 r Q�pIESS1p�,A "AS BUILT" SHEET CITY OF ETA SHEETS i THE RECEIPT OF AS-BUILT PLANS AND C I TY S ACCEPTANCE THEREOF DOES I+�T ABSOLVE THE 17 ENGINEERING DEPARTMENT } aNNF� ey P LAN N 1 N C ■ DES 1 G N ■ C O N STR u CT i O N SUBD I V I DER/ DEVELOPER OF ANY RESPONSIBILITY FOR THEIR ACCURACY. o STREET IMPROVEMENT PLANS Q No.fi0132 ■ ■ ■ ao ccwtJnr cwt t s+ �o DATE +W'l �;aVN AVENUE % Jbf TEt„ CULA,CAUFOFM 92591-6022 ENGINEER NEER OF WORK RCE sl C I v I �•� CONSULTING s U LT1 N G 98ts76.8042 FAx 95t.s7s.7240 . , ►. .� STORM DEN IMPROVEMENTS a �TF o f �1��© INDEX MAP & GENERAL NOTES Underground Service Alert BENCH MARK APPROVED FOR SIGNATURE N O�FORE Yo\ RIVERSIDE COUNTY BENClA X T-59-81: ALUMINUM DISC{ IN SCALE PREPARED BY DATE APPROVED 00 Call TOLL FREE TE. DATED 124.8 W. OF {�INT(l!`i KE I TH 1�A0, R{ 3ERT K.. Mt FLING DATE S 1-7 = 47.6'N• OF GRAB AVENJE; 2'S. OF A 6' CHAIN LINO HORIZONTAL 1-800 Nowwww"m �!2,.. j �.�.. �_ _ ACTIN CITY EIVGit� RCE � - AS NOTED ��� - T- - "" 422-4133 AROMA SCE POWER STATION AND SITE 10'N, OF F H I T DATE DATE INITIAL DWN BY: ZSR PROJECT NO. DRAWING NO. P.P. #2075052E;SET FIBERGLASS WITNESS POST 1 NORTH. VERT I CAL SHT• DATE INITIAL CH-KD BY: ,� `t Ty TA JACKSON AVENUE RA N LAN CITY OF MURRIETA D. TANNER III — REVISION DESCRIPTION 07-311 TWO WORKING DAYS BEFORE YOU DIG DATUM�vD29 DATE: 1-31-83 ELEVAT IM 1199.072 AS NOTED R.C.E NO. 60132 ENGINEER OF WORK NO• CITY APPROVAL F IELD BK: ® < ------------ R.C.E. N0. 58994 �, 41 + ....... ------- ............ L L -------- ------ LL_ ----------- z ---------- --------- ----------- L __T ----------------- T 10+00 1 0 PROP.' F @ P I E 1 APII ROX. OR UT I L----------- t T EX. FS -400 -4 EX F$ 4 ------- p I PF j IR P jp ...... ---------- P PEI A.IV -4- ----------- ------- (0 PPIR DRY- Ll Z U i r. F > V 1 F T i*u i ? 0 IPE OROP �s Uj > H�ADWALIL > coo T -4 b�b 04 N P4 DW + + ---------- t --------- pp RYIUTIIL.1 + ------- 4 ------ j 1 10 ------------ z -F 7ATEI.� S T' F AI . WATER! SWACP UV I UI-1 I- WAL�_ jz X 0 11051 Q0_ 1 1 ;TRAN > RIP �RAO i i z t i V- cr-1 STD. ID 1 17 1097 4$ 80T. ;> > Z 0 re) M z z 50---OF r Ld I "R 0 C14 1 0 Lj Lj 1 r46 Li �0 1 1 10 .46 0 << 04 Z C) t (0 �Xl.8 ISE ER to Li < > ICO r* P �Al_ , CD NOD! L_j Z_­­ 1,0 > 0 + STDj 1D9Q -0 0 CD 0) 00 10 N + U-) Lzd z _�j z XV 00 th 0 CP I $ 1 i 00$04" R Z '0 C) to 76 WT. 10+(55. C I I L) iou ------ R LOAD41 10 '8.72 Q LO + + 0 C:) +02 'F + %A 104.71 S 00 *X t 0931 , TOPI 00 Vi -PS 1 v. 6.67 f +-.- -+-- ---------- 100 'LO 0=1 ,soo 1 09w, i Alb R c 00 4.7 1 op%j i _1 0a ------- og lot iWI00 j%j.Z7 a e--r. I p --------- Rcpi 1500 D LqAD#1 )90 LOi D= 51,00 0+32.165 r-------r 1 WI 4. E 4 ------- 6-. -C-FPS--- --------- VMAX vm� i T11FA 8 ri T P�� ------------ - ----------- ----------- F _T_ L L T' A4 ------ ------------- PROFILE ---------- HORIZ: 1 40', ---------- T VERT: 1 41 1D 11 12 10 11 19 PLAN 10 1 of 40' NOTE 0 NE - 1 � 200.23 W-- EX. 1299WATL��� 3 LU-A-2 11 t 4 9-_.-.5 6 9.98' -EX.8 'S E GHT E -s , If/ 1 777777777 45.00 70.50 3 - 180.85 - .9 10'+6 5,.8 10+80.48 EC ll+ 7. 1 T 52 i I\ I G S 5 45.00' 35.34' 04 52 CB #13 T---UNE A 52 6 12.00'� 24 ' RCP SEE LEFT -- 4 1 n W UHL___ 78.72' ____ LINE J,-1 OH[ L: OHL---- OHL, 1U+ QO 0�1 SD 127. 13' NE A-2 W 0 9 '02 - 8.09' 18" RCP 6 10 45.00' 6.20' 18" RCP 1 +ffA7 4Zj 10+ 00 6 o of W - 90.42' 18" RCP z 59 1 TKI Q_ 1110 fill SEE RIGHT 12 '02" W 12.88' 18" RCP 2 13 45.00' 6.25' 18" RCP 'T- +0 1\ I \ \ \ \ \\. \\ \ V -�- i E RrGHT- 0. 1115-- 64.68, 18" RCP .000 \ , \ I IN X R/W X I �+06,14 L '�A La Lj E LINE B NT LINE Aml SD LINE B-7 78 B_ E PRLOF -L ......-11+20'. IN -,,--R/ 10+00.00 CINE B- HE��211 /W 11A\ C14 or 10+ 6,14 1 E_ 0 j-rq �p Z) I - ;wit 63/_10+ .00 LINE7,A'- ­7 e' X_ G E 11+4,3. S %1 +53Z, - 'of 10+81 E31 1 WAT\ H 0 X-ING 12 WA /W HO 1 W H b_o, �H 0 65 Ln -1 CONSTRUCTION NOTES 02.34F-1 N+4�!04 _CB _#8 + 00 4 X:(n 1 0. N A- 1+11 . 12 q LINE A L1N L.I NE Ej <U) =12+ 0+79. 2 45.96 'f I A lt\ EE,LEFT F-W J I X\ 1 00 LINIt M 0 -S s L 0 I MI 7v 10Z of EE T\ --M --- X-IN 8 SEW,-, F-Nie Ld 11-_ " I + (now\ (A /N Z< _ypjO 6J5 I'll T r9 1101 .44 I_NV� CURB MARKER "NO DUMPING DRAINS TO -CB #7=;;�-- 00 INE A=2 110, V N LINE A NS TO OCEAN" iu+l§�97 ry I , --- I .................. ISCALE: 1'=40 TO OCEAN" i 1 4 54 F_ R/W. Cf)I S EME Lij > Ll B I A 0 n THE RECEIPT OF AS-13UILT PLANS AND CITY'S ACCEPTANCE THEREOF DOES WT ABSOLVE THE SHEET CITY OF MURRIETA- SHEETS > A 18 412A _j PLANNING DESIGN 0 CONSTRUCTION SUBDIVIDER/ DEVELOPER OF ANY RESPONSIBILITY FOR THEIR ACCURACY. %-11%1 LAJ SIREET IMPROVEMENT PLANS z ce- No.60132 4MM COUNTY CENTER DWE SUITE 100 < TEMECULA,CALFOFINIA 92691-6022 ENGINEER OF WOW RCE DATE JACKSON AVENUM CONSULTING 961.676.8042 FAX 9516767240 a wwwffiFcom OA 01 V Iv D AINIMPROVEMENTS 1171" < Underground Service Aler OF C kv% LINO=- LiNsm- Awls LINsm-A,2s & LINE=- 015ft 40 0 40 80 120 V ORE RIVERSIDE COUNTY BENCFMARK T-59-81: ALUMINUM DISK IN APPROVED SCALE DATE 00 "7 ROBERT K. MOEHLING 100 T E 3 Call: TOLL FREE CONCRETE. LOCATED 124.8W. OF CLINTON KEITH ROAD, 1 0 SCALE: 1 =40 1-800 ACTING CITY EMINMR RM 63M AROUND.A SCE POWER STATION AND RCWD WELL SITE 10'N. OF In 422-4133 F LOY DWN BY: ZSR PROJECT NO. DRAWING NO. P.P. #2075052E-,SET FIBERGLASS WITNESS POST 1' NORTH. ATE D. TANNER III SHT. DATE JINITIAL CHKD BY: JDT 07-311 < TWO WORKING DAYS BEFORE YOU DIG DATM.NGVD29 DATE. 1-31-83 ELEVATIOR 11,99.072 ENGINEER OF WORK NO- 1 CITY APPROVAL FIELD BK: < L t 4 Op IF P CF� E 4 + P IG4 041� TuTT 4PR t t —------------ 4� L 00 U) VU LQ L Oi I I ---------- _�FS_ ------- F A0 FS 9 r P11 PE ---------- ------ ------- 1 00- EX.F$ 0 i P PEI + ---------- __j ------- 4 Lj K.IT,S 0 4-- U_I U) ----------------- T + 0 'CE (KIM LA_ 4 > 0 84(3, C� F- 5L I %+- . To P�l P:4 3: (A + x 1 LL_ CIP (0 00i i 00 + 0 W_ 0) LO 0 to 0 0- > t;;�L Q F� (m co + �-4 1 CK) i 1 -0,0 A + m C 0) 00 i A C" _1090- 1z 8§ _bOT HOL 01 C14 4- L LJU > -4 ---------- -4 ------- ------ + L !El- C4 14 0 Q Ill') 10+ > rq;N R,I P 'RAP T r..i Z 1 lu z .3014 OX (0 W 0 "r U) i C:) 11080.�b 1, 1 + 1 717 0 0- 10 i 00 (D i 0)-. 0 > T7,T- > UJ ------- r7J 7z -00-0 C q, + + 10 CD z i 1084.Q8 Z f All- %J7 00 00 5 E-3 1 Z, UJO) CD (ni 1 CUTOFF WALL. CUTOFF AL 0 In 0 1111) L) o ----------- 0 (;V I U�f rt�R_U)AL-TRAN C) 0 LO 0 1 0 84L 31" > 1 0 (0 co 0040 i + 00 -0 i L + 00 4-- (D X- 0 ------ ....... R__qLj 0 1 0 to IZ Z:I j Ld 4 0 i 0 BIOT 4-- 060 LO 0 1 1 1 0$ Ni 2.9�1 CFS 086. 19.C� N I + -108 1 1 1 1 1 =1 IF 7�0 00 + + Dot LOAD 00 —4 + __T 10 34, T -51 CES- --RCP­ _T + VUAX 9 its $I 137.94 t D7, LO,�_D=�1 501 U ! L )ADi=1,750 1 1 DUAL lb RCP Qio� = 15.9 CFS Qi�o 3.10 (',FS1 1 6 WAD=11 bOO I p7PS----------- -S -C 7 Qiool 14.11 IWATER! TI i ------ ox 9 FPS ........ IGH QINTS ------ V Cf S V 14, Vwx, 7.�8 r-T t I L UNE C PROFILE 4 f ------------t _T_ HORIZ: 1 40' L VERT: 1 =4' .......... ------- 10 12 12 PLAN 10 10 1 40' 0 0) 1 1 0 C� V_ -7 +7 81 1 1 NE,C lwf 9 -61 R NOTE FT -cc C)sro 1 18sp RCP LINE C L'IN C-1 z 0 2 162.94 18" RCP 1088) SE� T 0 ON AVE. ' Ej_LE T SID ET C:) 3 N 8555'36" E - 10.71 ' 18" RCP 10+61,.68 X Q+05 05 BIC 4 52*22120pp 22.50' 20 G W LI lsll� C SD E#SEMENT/ T R/W .57' 18" RCP lui E EF C 00 i 18.22' �IN 18" RCP jj/ LE T 5.05' 18" RCP 10+034. 7 50.00' 39.27' 18" RCP 7 CB 4 1 59 67 1 8 39.99' 18" RCP i _r%A 24" RCP ()+00.00 _L IN T 10+3 9 . 129.68' RA : -3 + SIC _ 52+00.51 J 1 10+23,961 LINE C-2 - 0 1 00 00 < 2 S 0 T SE RIGH LINE, C 04 00 R/w (r7o <9 0) FE IG T 6 0) !�z 0 C) 0 x x r- V_ x R/W CL LINE Coms3 LINE CA 13 L INE D=// 10+52. 0:t4_+,4 10,+00.00 LINE D-2 10+77�"l 5� "WAT 1 +6 .9, 0) a % 1 1 1 5 , (108g)— 0 r- -vj if � NG 8SE T_ r- C%4 1+' 4 22 JA KSON AVE. 10+30. F10+85. -5 q'L I NE C z CI - C-3 0 231 INE 0 R I GHT_ <11 1 U+b 1 9 L�u CONSTRUCTION NOTES INE D___�__ 10+72.65 L 1 INSTALL 18" RCP N AVE. ' -0 31 , 7 EC i 1+,2 J0 T EX. 12"WA 52 1 + C13 A R/w 111+62. 4 rQ\ Mau 54 N 14, 5 5 Lj 63 RACK/DEBRIS 7oa, __j I V) SCREENI INr C RIGH 10+0 3 CN L E t T SD EASEMENT N RIPRAP W/8" CLASS 2 A.B. 1095- -31 ul 1 +10 21 L C .71 BC 00- 0)1 1 r- Cy T_ IG S GH 09O__ 7 SID EASEMENT F_ DLIN D- 1100)— R W "NO DUMPING DRAINS TO OCEAN" PER RCFCD STD. LLJ E CD 0 ry Cf, 011 Cf) \r L ER "NO DUMPING DRAINS TO OCEAN"63 REMOVE EX.ISTIN > 67 INSTALL CLEAR W TCH BA LIN= LINt 0 ry r) �OfEssio* SHEET CITY OF MURRIETA SHEETS THE RECEIPT OF AS-BUILT PLANS AND CITY'S ACCEPTANCE THEREOF DOES NOT ABSOLVE THE 4fto% > TA 19 SUBDIVIDER/ DEVELOPER OF ANY RESPONSIBILITY FOR THEIR ACCURACY. FLANNING N DESIGN E CONSTRUCTION I M IMPROVEMENT PLMS < Q=COUNTY CE04TEFII DRfVr=,SUITE 100 N0.60132 TEMECULA CAUFORAA 92691-6022 ENGINEER OF WORK RICE DATE� JACKSON AVENUE, CONSULTING 951.676.8042 FAX 951.676.7240 a wwwYlEiPoom V RM DFum ts i CAN IMPROVEMENTS LINE C. LINE LINE. LINEE UINE D 0 Underground Service Alert APPROVED -VORE) RIVERSIDE COLJNTY BENCHMARK T-59-81: ALL)MINLIM DISK IN SCALE DATE 00 40 0 40 80 120 \1 1= ROBERT K. MOEHLING DATE Call: TOLL FREE CONCRETE. LOCATED 124.81. OF CLINTON KEITH ROAD, NK ACTING CITY ENGINEER RCE 63056 1-800 In SCALE: 1 =40' 422-4133 AM" A SCE POWER STATION AND RCWD WELL SITE 10 N. (OFF J F H I TzSb DATE DATE INITIAL DATE INITIAL DWN BY: ZSR PROJECT NO. DRAWING NO. <I P.P. #2075052E-,SET FIBERGLASS WITNESS POST 1' NORTH. (JW4D. TANNER III SHT. CHI(D BY: JDT 07-311 NO. � TWO WORKING DAYS BEFORE YOU DIG DATLM NGVD29 DATE: 1-31-83 ELEVATION. 1199.072 ENGINEER OF WORK CITY APPROVAL FIELD BK: < R 1 1 1 1 — I r-) in T -4 + 4- -----------------r ------ 4- P LL_ t T L Uj O�!+ ....... ------- PROP FS FS PRO In r.0 P I PE. q PTE ----------- (Oil ---------- T IPE Z#t to i Lo ------ oil + PIPE ----------- ------ ------ .......... -------- ------- > ........... 065 ' 1 1065f 1065 1065- 11 U+Z7 99 ------ NA SLW E X -DkY­--A9-1-1-_ A 1,W 0+&C$-1 JM T U I LL_�, 6 !�71 R V HGL. 10631.911 . 34 0+10.43 --WAfER-' -E-X WEIR— '�ER:1 4--.-4-- CONTRACTOR' V.j .r 1 HYDRAUL I C8 AND SC0M_SfLC1tS­F,0R-- --------- ------ -4 Ip �A� ROX.� DRY ' TIL N JACKSON AVV DATED102/ 8 LO Ld ---------- ------------- ------ 0.94% POW~ T_ 4 F 4 10$5 1055 1055 1 Ujui > zi -4 Uj N iwk­ I ---------- i i I U 1) Ljj Z Uj + 41_j z z ul 0 U LLJ Lil I - U) Uj z z oll '00- LLI V0 LO 41 i z Lj_j tl2i 0 (0,0 j k, ------- ------------------- i 00 + Lp I C14 00 KO 0 C.4" i 0 0 -00 010 781.72 21 RQP F U) V Z�IOAQ=1 t L + j lz + + LIDto t----------- -------....... ------- LO�11a_ ------ 0--T 0 00 1-,rl 0 w 0.9 LTIS 1 LO 0 -000 Q i0o kCP 76 0 U) 4 0+ i 1 i i i 'W'. 00 8 112+59 93 x4l ------- !�x E ------ + 1Q TC P j 8 SEWl'r% I 0�1-3 I I fS A rz I n N -roll 04 10 F 1 04, 5-� 1 5' 1Q45 X 13 TOP i ---------- -------r L 11 891 + �F 621.49, 41 'IF C AN=! )A =1 150 OA 1.2 0 I Do! LO ,500 'OA 11,500 i 100 1= 12 4 :1S 110 FF ------------ 7 1 ILI PROFILE HORIZ: 1 40' ---------- ---------- ------- 4 ----------- VERT: 1 =4 1 10 11 12 13 14 - 15 PLAN 10 10 10 1 40' 8 6 N CB #16 E "t'r-74.49 EC AIN B COMSTRUCTION NOTES P OPOSED CQ 1 .00 INVT\ C_ 6' 10+ CURB MARKER "NO DUMPING DRAINS TO OCEAN" jO�6b.08AN R/W y / T 21 -V I/ //L I NE woop L I E -2 0 INSTALL CLEAR W L I NED;�,� NI10+49. 19 EC LIN -1 SEMENT H C 10+37.,66 oCUT OFF WALI I-S EX.33"'SEW SEWI/ PER 10+ Li E 9+581.,,92 BY SCE 52 6 4. LINING "WAT 00 IF +84.04 6 59 67 #15 WIN ER I //X- 10+00.0 r,1"4 R W 4-41r_.08 LINE 10+ _7? 907� 11 E-4\�!y ec-A-\15+41 .08 LINE E' 16+0 3.:.� 1 00 LI 1 L W, 0-) SEE SHEET 21 10+63.97 . Z�31=10+00.00 LINE E-1 CB 10+00.00 Q E_ R/W R BEARI,NG/DELTA RADIUS LENGTH TANGENT NOTE 0) 7 to IN 36" RCP L,INE E:r- - 63.97 P-4 'A yn b4_Nh�n I 1�_ 5 1 2 1 100.00 49.91 25.49 36 RCP F I I I I 0 of I - 1\1 440.48 36" RCP Its RIP RlW PER .63 1111, 11 8 EW 6 4 50.00' 39.27' 20.71 ' 36 RCP __ 6 6 PC, --6e' -1H co- SH�ET NO 5 ----1 H 0 5 N 86 42'04 W - 9.93' 36" RCP 2 LINE Eml E=2 I 6 1 1 56 of 'E 1 78.72 24 RCP kk k is w CHANN j\ 53 L W\1 TI­ N 49 56.99 CUT OFF WAI - - 24" RCP y1+13. 12+59 Op 93 15+54.36 BC 9 90,00102010 22.5 35.35 22.51 ' 249' RCP MH #1 -S 10 E 13.37 24 RCP Ile) 11 _ 11 .46 18" RCP PROP. CULVERT _*'�EX.33"SEW 08 00 X. 1,9? WAT 12 41'039'51 22.5 16.36 8.56' 18 RCP 13 22.50 21 .37 18" RCP -U 107.63 18st RCP L)� UA UV_L��u LIJ r 5 Op 17.67' ry 22.5 9.32' 18" RCP RCP 16 8-viq 18 ry LINME=3 E=4 n Assio* SHEET CITY OF MURRIETA SHEETS > TA THE RECEIPT OF AS-BUILT PLANS AND CITY'S ACCEPTANCE TFIEREOF DOES NOT ABSOLVE TFIE 40 f% <e-% PLANNING N DESIGN 0 CONSTRUCTION SUBDIVIDER/ DEVELOPER OF ANY RESPONSIBILITY FOR TFEIR ACCURACY. 20 ENGINEERING DE STREET` IMPROVEMENT PLANS < 40=COUNTY CENTER DRIVE,SUITE 100 No.60132 TEMECULA,CALF�OMA 92M-6022 ENGINEER JACKSON AVENUE STO OF WORK RICE DATE CONSULTING W.676.8042 FAX 951676.7240 w wwPlWcom ej V IV RM DRAIN IMPROVEMENTS 0 LINNE am-, LINE E-1 x LINE LINE F-, & LINE F-1 < or C ce Alert 40 0 40 80 120 vQRE RIVERSIDE COLNTY BENCHMARK T-59-81: ALUMINUM DISK IN SCALE DATE APPROVED 00 Call: TOLL FREE CONCRETE. LOCATED 124.8 . OF CLINTON KEITH ROAD, ROBERT K. MOEHLING DATE .00 ACTING CITY EWI�M RCE 63056 47.6 N. OF GRAND AVENUE,- NK Ln 1-800 57 doo DWN BY: ZSR T_ SCALE: 1 =40 AROUND A SCE POWER STATION AND RM WELL SITE 10'N. OF F HITCH I I PROJECT NO. DRAWING NO. 1-11, 422-4133 P.P. #2075052E-,SET FIBEI;�GLASS WITNESS POST 1' NORTH. DATE 7 5 SHT. DATE INITIAL , CHKD BY: JDT F- i9m D. TANNER Ill NO. C 07-311 < TWO WORKING DAYS BEFORE YOU DIG DATUk NGVD29 DATE. 1-31-83 ELEVATION: 1199.072 ENGINEER OF WOW ITY APPROVAL F I ELD BK- < 1 1 1 4 T 4 + -4 p t 4 Lj t 9 C 0 ---------------------- -------- IL­4 4, L ------ ----------------- A I 4-L -----------T->-1100- 7, 1 15 IIL +-PROP LO E-4 PIP P I PE y- L Lo il-N 4-L > R P S-4 7-i 0)0 to 03 0 Lj I C+EX FS; 0 T>4 -P­ ------ X -----------­------- t Af TIL. 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[)=2, LINE no,02, & LINom A-q < e Alert:VORE 0, RIVERSIDE OOLNTY BENCHMARK T-59-81: ALL)MINLJM DISK IN APPROVED CN f SCALE PREPARED BY DATE 00 Call: TOLL FREE CONCRETE. LOCATED 124.8'W. OF CLINTON KEITH ROAD ROBERT K. MOEHLINGG DATE 1-800 47.6 N. OF GRAND AVENLJE,- NK 7 ) ACTING CITY ENGINMR RCE 6 rw 40 In-4133 AROLM A SCE POWER STATION AND RCWD WELL SITE 10'N. OF J F E H I T DATE r- 422 P.P. #2075052F,-SET FIBERGLASS WITNESS POST 1' NORTH. DATE -JINITIAL SHT. DATE iINITIAL DWN BY: ZsR PROCT NO. DRAWING NO.DATE. 1-31-83 D. TANNER I I I CWD BY: JDT 07-311 1 -TWO WORKING DAYS BEFORE YOU DIG DATM NGVD29 ELEVAT I ON 1 1 99.072 57 ENGINEER OF WORK NO- CITYAPPROVAL FIELD BK < CL -T X t4 4 E 7 t 7\ 40 --T I'TIL IC" 7 Ir A t S SSS yyy A � A� at t AAA A CITY OF MURRIETA JACKSON AVENUE SIGNING STRI ING s C1 NOm 8335 LAN Q < A t dA 1- I 1 Aqi\ q AAA gt i^,8 W l- 00 0000 i a o a `! 4 000 wa e•e e e e eese e e e - - -e ee e e e e e e e e e e e - �e a e e e a e e e e e e e a e e e e e e a e r +e+xew e e e • --„--F- `�• ,,,,,,, sKSON AVENUE __ _ 0 SHEET '' SHEET 2v HE 2RW.4 ,.• 000 .•► ELM g STREET SHEET 23 INDEX MAP SIGNING AND STRIPING GENERAL NOTES SIGNING AND STRIPING GENERAL NOTES (CONT . ) SCALE: 1 " = 300' 1 . THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA AND RELOCATION COST OF ALL EXISTING UTILITIES. 15. EXISTING TRAFFIC SIGNALS AND LIGHTING SYSTEMS SHALL BE KEPT IN PERMITTEE MUST INFORM THE CITY OF CONSTRUCTION SCHEDULE AT LEAST OPERATION FOR THE BENEFIT OF THE TRAVELING PUBLIC, AND TO 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION. PHONE: (951 )461-6028 MINIMIZE ANY INTERFERENCE WITH ROUTINE MAINTENANCE OF EXISTING SYSTEMS DURING WORK PROGRESS. 2. TRAFFIC STRIPES, PAVEMENT MARKINGS AND RAISED PAVEMENT MARKERS PER FEDERAL HIGHWAY ADMINISTRATION MUTCD {MANUAL ON UNIFORM 16. WHENEVER THE CONTRACTOR'S OPERATION CREATES A HAZARDOUS CONDITION DETAIL i!TRAFFIC CONTROL DEVICES, 2012 EDITION OR ITS LATEST REVISION) , TO TRAFFIC OR TO THE PUBLIC, CONTRACTOR SHALL FURNISH AT THEIR CALTRANS STANDARD PLANS AND SPECIFICATIONS, LATEST OWN EXPENSE, SUCH FLAGMEN AND GUARDS AS ARE NECESSARY TO GIVE EDITION, CITY OF MURRIETA PUBLIC WORKS DEPARTMENT IMPROVEMENT ADEQUATE WARNING TO THE PUBLIC OF ANY DANGEROUS CONDITIONS. THE STANDARDS AND THE LATEST EDITION OF STANDARD SPECIFICATION FOR CONTRACTOR SHALL ALSO FURNISH, ERECT AND MAINTAIN SUCH FENCES, PUBLIC WORKS CONSTRUCTION (GREEN BOOK) . BARRICADES, LIGHTS, SIGNS, AND OTHER DEVICES NECESSARY TO PREVENT R4—7, TYPE N (CA) (YELLOW) ACCIDENTS AND INJURY TO THE PUBLIC. 1 3. ALL STRIPES, SIGNS, AND PAVEMENT MARKINGS SHALL BE REFLECTOR I ZED. Q PAINT MEDIAN NOSE YELLOW STENCILS FOR PAVEMENT MARKINGS SHALL MATCH METRIC STANDARD 17. WHERE SURVEY MONUMENTS EXIST, SUCH MONUMENTS MILL BE PROTECTED STENCILS EXACTLY. ALL STRIPING AND MARKING DETAILS SHALL MATCH OR SHALL BE REFERENCED AND RESET, PURSUANT TO BUSINESS AND CALTRANS STANDARD PLANS DETAILS. PROFESSIONS CODE, SECTIONS 8700 TO 8805 (LAND SURVEYOR'S ACT) . 4. ALL CONFLICTING STRIPES AND PAVEMENT MARKINGS SHALL BE REMOVED BY 18. ALL EXISTING STREET SIGNS, ROADSIDE MARKERS, ETC. SHALL BE 'r SANDBLASTING. CONFLICTING SIGNS AND RAISED PAVEMENT MARKERS SHALL PROTECTED AND/OR REPLACED IN KIND TO THE CURRENT CITY STANDARD BE REMOVED. ALL REMOVALS OF SIGNS AND MARKING SHALL BE THE PLANS AND CURRENT TRAFFIC MANUAL, AT NO COST TO THE CITY. 2 2 RESPONSIBILITY OF THE DEVELOPER OR APPLICANT. 19. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR — 5. PAINTED TRAFFIC STRIPES AND PAINTED PAVEMENT MARKINGS ( IF ALLOWED) STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF SHALL BE APPLIED IN TWO COATS. PAVEMENT MARKINGS SHALL BE APPLIED THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE 1 IN THERMOPLASTIC FORMAT UNLESS APPROVED OTHERWISE. (REPAINT 300' IN NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, THE RAISED MEDIAN (TYP) EACH DIRECTION)(CAT TRACK APPROVAL PRIOR TO STRIPING) CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ALL UTILITY LINES, INCLUDING ANY OTHER LINES NOT SHOWN ON 6. ALL REMOVED SIGNS SHALL BE SALVAGED AND DELIVERED TO THE CITY YARD THESE PLANS OR NOT OF RECORD. AS DIRECTED BY THE CITY INSPECTOR ON THE JOB SITE. 20. IT SHALL BE THE RESPONSIBILTY OF THE CONTRACTOR TO APPLY TO THE 7. INSTALLATION OF SIGNING AND STRIPING SHALL BE IN ACCORDANCE WITH CITY OF MURRIETA ENGINEERING DEPARTMENT, FOR AN ENCROACHMENT THE APPROVED PLAN WITH ALL INCURRED COSTS BORNE BY THE DEVELOPER/ PERMIT FOR ALL WORK ON EXISTING CITY MAINTAINED ROADS AND FOR APPLICANT. UTILITY WORK WITHIN OFFERS OF DEDICATION FOR PUBLIC USE. E 8. RAISED PAVEMENT MARKERS SHALL BE FURNISHED AND INSTALLED BY THE 21 • APPROVAL OF THESE PLANS BY THE CITY OR IT'S AGENTS DOES NOT N CONTRACTOR IN ACCORDANCE WITH THE STRIPING DETAILS SHOWN ON THE RELIEVE THE APPLICANT AND HIS ENGINEERS FROM THE RESPONSIBILITY 6i SIGNING AND STRIPING PLAN. INSTALLATION SHALL BE COMPLETE WITHIN FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING SEVEN WORKING DAYS OF ROADWAY STRIPING. RAISED PAVEMENT MARKERS CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS ARE TO BE INSTALLED ON ROADWAYS WITH ARTERIAL CLASSIFICATIONS OR SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW HIGHER, OR AS DETERMINED BY THE CITY ENGINEER. AND APPROVAL. MEDIAN STRIPING NOTE: 9. THE DEVELOPER WILL INSTALL STREET NAME SIGNS CONFORMING TO CITY 22. ANY SERVICE SHUT DOWN SHALL BE DONE AT NIGHT. PRIOR TO ANY STRIPING REFLECTS FUTURE CONDITION WITH CONSTRUCTED MEDIANS.. SINCE � STANDARD NO. 601 . SHUT DOWN, THE CONTRACTOR SHALL NOTIFY THE DIRECTOR, ENGINEER, NO MEDIANS NORTH OF ELM STREET ARE INSTALLED AT THIS TIME, CONSTRUCT o CUSTOMER, FIRE DEPARTMENT, SERVICING WATER DISTRICT, AND ALL TWO-WAY LEFT TURN LANE STRIPING IN LIEU OF MEDIAN STRIPING FROM ELM 10. BLUE RAISED REFLECTIVE PAVEMENT MARKERS SHALL BE PLACED TO MARK OTHERS AFFECTED BY THE SHUT DOWN A MINIMUM OF TWO (2) WEEKS IN STREET TO NORTHERLY PROJECT BOUDNARY. FIRE HYDRANT AND/OR WATER SUPPLY LOCATIONS AT THE DIRECTION OF ADVANCE. THE CITY INSPECTOR FOLLOWING FINAL SEALANT AND STRIPING. 23. ALL STATIONING REFERS TO CENTERLINE OF CONSTRUCTION UNLESS N 11 . WORK MAY NOT START UNTIL PERMITS HAVE BEEN OBTAINED. OTHERWISE NOTED. cn 12. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS WITH UNDERGROUND 24. THE APPLICANT IS HEREBY NOTICED THAT THEY MUST COMPLY WITH ALL SERVICE ALERT AT 1-800-422-4133 AT LEAST TWO (2) WORKING DAYS STATE AND FEDERAL ENDANGERED SPECIES LAW. THE CITY OF MURRIETA co PRIOR TO ANY EXCAVATION. IS NOT RESPONSIBLE FOR ANY SUCH VIOLATION OF STATE OR FEDERAL r. ENDANGERED SPECIES LAW DUE TO THE APPLICANT'S NON-COMPLIANCE. % 13. EQUIPMENT AND MATERIALS SHALL BE STORED IN A NEAT AND PROTECTED. w STORAGE LOCATION WILL BE APPROVED BY CITY INSPECTOR. 25. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO APPLY TO CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) FOR 14. THE CONTRACTOR WILL CONDUCT HIS OPERATIONS AS TO OFFER THE LEAST AN ENCROACHMENT PERMIT FOR ALL WORK PERFORMED WITHIN THE STATE 1­1� POSSIBLE OBSTRUCTION AND INCONVENIENCE TO PUBLIC TRAFFIC, AND SHALL RIGHT-OF-WAY. o HAVE UNDER CONSTRUCTION NO GREATER LENGTH OR AMOUNT OF WORK cy THAN CAN BE EXECUTED PROPERLY. ON EXISTING ROADS, TRAFFIC SHALL BE PERMITTED TO PASS THROUGH THE WORK AREA WITH AS LITTLE INCONVENIENCE AND DELAY AS POSSIBLE. RESTRICTED HOURS MAY BE �ofE SIo* "AS BUILT" SHEET CITY OF MURR.IETA SHEETS o REQUIRED. �p `[A l TFE RECEIPT OF AS—BUILT PLANS AND CITY S ACCEPTANCE TFEREOF DOES NOT ABSOLVE TFE E ENGINEERING DEPARTMENT 40� .� �� 0• F� �y SUBD I V I DER/ DEVELOPER OF ANY RESPONSIBILITY FOR TFE I R ACCURACY. PLANNING ■ -DSIGN ■ CONSTRUCTION z C-DSTET IMPROVEMENT PLAN Q ,....1 No.60132 S �- �'"�CENTER DRIVE,S`��° JACK�tON AVENUE TE.{ tECULA,cA 92ssrso22 ENGINEER OF WORK RCE DATE �p /� r) * � L �,��, G�N S U LTI N G ssts76.8a42 • FAx sst.s7s.724a • www.F�F.com STONING��� STRIPING PLAN *FOR SHMT 23 OWY s� �'1 Y t ���I R RECOMMENDED BY: ATE: 9 o� Under round Service Alert BENCH MARK APPROVED FOR SIGNATURE F �� ���� N D RIVERSIDE COUNTY B0404MW T-59-81: ALUMINUM DISK IN SCALE PREPARED BY DATE APPROVED o ACCEPTED BY: Aej '- DATE: �4/1 Call: TOLL FREE CONCRETE. LOCATED 124.81.. OF CL I NTON KE I TH ROAD, ROBERT K. MOEHL I NG DATE W-T In GREG BUVER " .4. !`�. ACTIN CITY ENGINaR RCE 63056 47.6'N. OF q AVB E; 2'S. OF A 6' CHAIN LIB � ? t HORIZONTAL F n - DIRECTOR OF PUBLIC WORKS ��tr - <c "„r 4 AROUND 2 -41 A SCE POWER STATION ION AND YELL. SITE 10'N. OF BR I AN R. EPHENSON, P.E. , T.E. DATE AS NOTED - DEN BY: PROJECT DRAWING No. CITY OF TEMECULA 2 33 , „o P.P. #2075052E;SET FIBERGLASS WITNESS POST 1' NORTH. PLAN CHECK FIRM - RICK ENGINEERING COMPANY VERTICAL D. TANNER I I I GATE INITIAL S HT* GATE INITIAL REVISION DESCRIPTION NO. CN-�tD BY: .DT 07-311 R.C.E. NO, 47109 TWO WORKING DAYS BEFORE YOU DIG DATM.N GVD29 DATE: 1-31-83 ELEVAT I ON: 1199.072 R.C.E. NO. 69471 AS NOTED R.C.E NO. 60132 ENG I N EER OF WORKCITY APPROVAL FIELD 4C SIQNINQ. STRIPINQ QQU5EQQTIQ� NOTES. W U- W31 , TYPE N-1(RED) MATERIAL: P=PAINT (2 COATS), T=THERMOPLASTIC 0 RSX�� � TP DT X INSTALL PER CALTRANS DETAIL PROP. CURB DETA I L ER & GUTTER 'z SIGN DESIGNATION PROPOSED RAISED STA 31+00 d._ CV MEDIAN P p MATCH EXIST. STRIPING �s IS X INSTALL SIGN AS NOTED DT DT EXISTING RAISED MOUNTING LOCATION + 24 12 DT P MEDIAN R7-9A is LP=ON LIGHT POLE,, MAGI MAST ARM 0) P 39 TP SP=ON SIC-DIAL POLE,, TP=TELESPAR POST �`�• E 25 W53A, R261) TYPE OF TRAFFIC STRIPING ATERIAL RS T=THE STIC, P=PAINT (2 COATS) 0 PM P �MTAk�4EA*MYN� {qqSSI-�VYN pp►►��RPAGE A24A EX I ST. IIT ffl%ARD PLANS, Nk%RNS CV + R W & OTTER P \—TYPE NUMBER OF PAVEMENT MARKING. W=WHITE, Y=YELLOW 0 19' SB "BIKE LANE PM �••• CO SYMBOL & ARROW ❑SB -REMOVE, BY WET SA AST I NG, ALL Ct L I CT I NG STRIPING W 12 AND MARKINGS AS NOTED, INCLUDING RAISED PAVEMENT MARKERS. uj Q TYP.14, �-••. RS R81 B RS -REMOVE AND SALVAGE TO THE CITY OF TEMECULA `'`~-- � C_T 9+92. 16 BACK= 3 '''= - - -EXISTING TO REMA 1 N. 12 30+00.00 AHEAD 2 R1 1 , R7 9AED -gyp T T .. .____... _._...._.__ .. _ ...._ ..._. — -DEL I NEATOR - CLASS 1 , TYPE "F" W � 19 76� ........_.... _ ry . ,-_.,,,,,�� ,.�„ L1f 2 a,/2 E T ... - TV - ..,,.�, g I V(RT) �'�-BARRI CADE A218 10 BARRICADE, TYPE N-1(RED)X5 DT P E P E T E T E P , (12,) RS 12 39 38 IV(RT) BIKE LAIC {.� P P P P R81 A "B IKE�-M SYMBOL & ._A T �� R/W S & ARROW T 39 DT 39A ®T 12 DT 24 E TP R/W "�``� .y E 29 -12"W ��' �'� T (12 a .. � p E DT 38 SB SB J �PROP. CURB EXIST, CURB ..-�`...., � R4-7, R6-1(RT) P & GUTTER & GUTTER ` 0 '.w.�.. E TP g , EXIST. CURB 39A E TYPE N-1(RED) p g -•.,, & GUTTER R TP E 12 SB T '2 a PM T T 6 "� 1 0 IV(LT) f, IV(LT) 29 E ' 4� `~ 0 E 39A PM R4-7, R -1(RT) `--.. } 3 0 �..` TP E7 '= 5 0 40 LL 39 4 _. 12 DT.38 PM T .. 0 P P-12"W IV( } .. .r ........ w swi 39 YN ROAD DIANGONALS 5' -- �. _w _ w a_ .� n .. ...... 12 3 � SPACING (TYP. ) P P P-12"W , am � P E P E E E � 5 W DT 12 12 29 39 DIANGONALS 035 o„ co SPACING (TYP. ) EXIST. CURB Inn Lilt p & GUTTER R/W O l•�, 25 EXISTING RAISED . TYP. EXISTING RAISED MEDIAN MEDIAN 67 EXIST. CURB R4 1 47 �� & CRITTER � LP R7-9A TP STA 43+75 g t "�•'�- `',�- R jW MATCH EXIST. STRIPING W75 RSA rs .� ` - . P , R7-9A E P t 4 S E TP 39 E "BIKE LANE" k W 11 SYMBOL & ARROW[S % '# -�.... RS P E ti ' TP It It SB P E 3 `�•` •�, (12 44 o 5 TT 45 EXI ST. CURB `'�-.. ``~-- ( g .... . .. _M.._.__._...__.._....._. ..._....._.._.........._..____......___-__..._.,__..___..___.._______...._.._.. & GUTTER ' CD - `{,. ET ROAD cn o {k F t k 1 W i t WW/�� Ll_ Cn 40 0 40 80 120 DATE STREET > O SCALE: 1 "=40' offiEssio "AS BUILT" SHEETCITYSHEETS �l THE RECEIPT OF AS-BUILT BANS AND CITY`S ACCEPTANCE THEREOF DOES NOT ABSOLVE THE CST ETA > �`�� 0• TA 23 ENGINEERING DEPARTMENT 30 PLANN1 SUBDIVIDER/ DEVELOPER OF ANY RESPONSIBILITY FOR ACCURACY. -' j "i No.60132of-I 4o a ctwt�rt�r c e �o STREET IMPROVEMENT PLANS ® ■ ■ TEMECULA,cAL1FC A 92 22 ENGINEER OF WORK RCE DATE SIGNING AND STRIPING PLAN 01 V Iv `,� CONSULTING 9M.676.$M FAX 951.676.7240 • wwwABF.com "EZ ROAD STA 30+W TO 43+75.00 RECOMMENDED BY: _DATE: Underground Service Alert BENCH MARK APPROVED FOR SIGNATURE +� 'l.�► r RIVERSIDE COUNTY BENCHMARK T-59-81: ALUMI DISK IN SCALE PREPARED BY DATE APPROVED 00 ROBERT K. I NG DATE •S �' `• ACCEPTED BY: DATE: � ' o Call: TOLL FREE . LOCATED 124.8 W. OF CL I NTON KE I TH ROAD, o HORIZONTAL ACTING CITY ENGINEER RCE 63M � G G BU ER 47 6 N OF GRAD AVENUE; 2 S OF A 6 CHAIN LINK "`� '?�, 10-0 DIRECTOR OF PUBLIC WORKS 1-800Ln AROM A SCE POWER STATION ION Aft WELL SITE 10'N. OF BR I AN R.. S PHENSON, P.E. , T.E. DATE AS NOTED DWN BY: AMr. PROJECT NO. DRAWING NO. CITY OF TEMECULA 422-4133 DATE INITIAL DATE INITIAL P.P. #207505�;SET FIBERGLASS WITNESS POST 1' NORTH. PLAN CHECK FIRM - RICK ENGINEERING COMPANY VERTICAL D. T III SFiT• Ct CD 8Y: T 07-311 `_ REVISION DESCRIPTION .. E- R.C.E. NO. 47109 TWO WORKING DAYS BEFORE YOU DIG DATUM:NGVD29 DATE: 1-31-83 ELEVAT IOR 1199.072 R.C.E. NO. 69471 AS NOTED R R.C C.E NO. 60132 ENGINEER WORK I TY APPROVAL FIELD 8K: �C 0 SIGNING & STRIPING CON STRUCTI ON .....NOTESO d—MATERIAL.: P=PAINT (2 COATS), T=THERMOPLASTIC DT X INSTALL PER CALTRANS DETAIL DETA I L NUMBER DT P DT P DT P PM P T DT PM DT P DT P DT P DT P PROPOSED RAISED SIGN DESIGNATION 25 12 39 BIKE LAND 29 IV(LT 38 25 12 39 MEDIAN 0 SYMBOL & ARROW IS X INSTALL SIGN AS NOTED PROP CURB 2 TYP. PROPOSED 2 TYP. 0 MOUNTING LOCATION + DRIVEWAY v� �� & GUTTER R/W + LP=ON L I GHT POLE, MA---ON MAST ARM SP=OV S I G NAL POLE, TP=TELESPAR POST Ar- - - - - - - - LL W TYPE OF TRAFFIC STRIPING T-T RMOPLASTIC, P PAINT �ATERIAL) 2 COATS 12' a , .4 PM PR&TA�&EA&E% A24A � BEGIN STRIPING 12 4 12 IV0FA%A%(A&r�W&RNVGE ~ 12' — — — — — — — ~ �---TYPE ER tN= PAVEMENT MARK I NG. *W=WHITE Y=YE OW W 32+26 12 208 12 LL LU __ 3 3 END STRIPING __ 30 12 ' T _ _ _ � �_ _- - _ O REMOVE, BY WET SANDBLASTING, ALL LICTING STRIPING = W -h -- -14 W J B -AND MARKINGS AS NOTED, INCLUDING RAISED PAVEMENT MARKERS. Z 12 R7-9A 12 4' 12. z W J — _ I S — 7- mi — — — — — — — — ® w —REMOVE AND SALVAGE TO THE C I TY O R I ETA 0 W 12' 200' P � 12' 12. W 7 DT 7 �, W �-EX T ST I NG TO REMAIN. _ ' _ � 38 to 7 = W ca — -DEL I NEATOR - CLASS 1 , TYPE "FC)l •.•- 14' V 2 R7-9A 4"�-BARR I CAS R1-1 R) PRE' OSED. CURB PROP I S RjW Q is COMMERCIAL LP TP GUTTER DRIVEWAY DT P DT P is R4-7,TYPE N(CA)YELLOW PM P PM T DT P DT P DT P 39A 12 TP ,BIKE LANE IV(LT) 25 12 39 T T DETAIL "A" SYMBOL & ARROW 12" WHITE PM I PM "STC '►" T PD-1 R4-7,TYPE N(CA)YELLOW IS TP RjW I T DETAIL "A" PM IV(RT) SEE SHEET PD-1 P DT 27B 1' PM T I IV(LT) CONS"WC110N NQIESO P P DT DT 27B " 22 R1_1 INSTALL 2 PVC CONDUIT WITH NO. 8 THWN TRACER WIRE is TP AND ROPE ER S I DEWALK. INSTALL. NO. 6E PROPOSED EQP PULLBOXES WITH 400' SPACING PM "STOP " PM 12" WHITE 3' DT P27B --EXISTING FENCE s 10 t FROM CURB 1 13 14 1 nI— DT P DT P PROPOSED RAISED PM P-12"W DT P DT P DT P PROPOSED RAISED �„ 27B 25 MEDIAN D I ANGONALS OW 3E 12 39 MEDIAN ELM STR SPACING (TYP. ) STA 19+92 0 U+ PROP. cum_ O R W & GUTS R7-9A STA 22+92 0 BEGIN 300 TRANS. c � -1- j I S LP 2 TYP. � � - - - - - - - - 300 TRANS. . 4 .. + N Q 12' 12' VAR. Q) 1— — _. .® — — ..._ — — — q— I— W 12' 12' 12' W "0 4� W 14' VAR. "' am STRIPING NOTE: ' 12 _ _ 4 12' _ 12' (AM -- — M+OO.QZ A STRIPING REFLECTS 12 12 FUTURE CONDITION WITH CONSTRUCTED MEDIANS. SINCE J 12' — — — — — — ' W W NO MEDIANS NORTH OF ELM STREET ARE INSTALLED AT THIS TIME, CONSTRUCT 7 7' , TWO-WAY LEFT TURN LANE STRIPING IN LIEU OF MEDIAN STRIPING FROM ELM W ._ -,,,� _ •�, _ 7 � W n STREET TO NORTHERLY PROJECT BOUDNARY. W J d- N Q RjW PROPOSED2Q+42 _ , RC I AL PROP. CURB i� DRIVEWAY & GUTTER END 50 00 P R4-7,TYPE N(CA}YELLOW P R4-7,TYPE N(CA)YELLOW P P P STA 22+92 ,Q DT 25 I S . „ DT I S TP DT 25 DT 12 DT 39 BEGIN 50 . TRANS. DETAIL "A" DETAIL "A" }- SEE SHEET PD-1 SEE SHEET PD-1 0 c� N I Cn 00 F- W W F- W O n 40 a 0 40 80 120 j W E S s 1p�� "AS BUILT" SHEET C I T' {JF /IT TF�EZIE SHEETS o p I THE RECEIPT OF AS-BUILT BANS AND CITY'S ACCEPTANCE THEREOF DOES NOT ABSOLVE THE V 1 A / SCALE: 1 "=40' 4``' 0• �NF� cry PLANNING ■ DESIGN i CONSTRUCTION DEVELOPER OF ANY RESPONSIBILITY FOR THEIR ACCURACY. 24 ENGINEERING DEPARTMENT 30 � z Loo No.60132 STREET IMPROVEMENT PLANS SIGNING AND STRIPING PLAN ' . . . ,WM100 a .�� c l ��. 1>=�cuLa.CAI�OF�A 92591-6022 ENGINEER OF wCIP� RICE DATE JACK�it�N AVENUE c� CONSULTING 951.676.8042 • FAX 951.676.7240 • www.FS.com d �TF I v i F��� STA 19402 TO 35�� N Underground Service Alert BENCH MARK APPROVED FOR SIGNATURE OF a�1 00 FORE y RIVERSIDE COUNTY BENG T-59-81: ALUMINUM DISK IN APPROVED o SCALE PREPARED BY DATE p� o ROBERT K. MOEHL I NG DATE •%� �J Gall TOLL FREE CONCRETE. LOCATED 124.81. OF CLINTCIN.KITH ROAD, ? ! HORIZONTAL ACTING CITY ENGINEER RCE 6396 r- 1-80C} ,r- {{� 47.6'N. OF GRAND A . 2'S. OF A 6' C IA I N L I W s AS NOTED �`} <c 422-4133 AROUND A SCE STATION AND SITE 10 N. OF BR I AN R. S EPHENSON, P.E. , T.E. DA DWN BY: AW� PROJECT NO. CRAW I NG NO.P.P. #2075052E;SET FIBERGLASS WITNESS POST 1' NORTH. PLAN CHECK FIRM - RICK ENGINEERING COMPANY VERTICAL D. TANNER III DATE INITIAL SHT, DATE INITIAL CP-N�CD BY: .DT TWO WORKING DAYS BEFORE YOU DIG DATUM N GVD29 DATE: 1-31-83 ELEVATION: 1199.072 R.C.E. NO. 69471 AS NOTED R,C.E NO. 60132 ENO I VEER OF WORK REVISION DESCRIPTION No' CITY APPROVAL FIELD E�NC: 07-311 � '' ct A SIGNINQ & STRIPING CONSTRUCTION N 0TES# MEDIAN J MATERIAL: P=PAINT (2 COATS), T=THERMOPLAST I C Xx� PROPOSED RAISED PROPOSED RAND DT INSTALL PER CALTRANS DETA I L IS R4-71 TYPE N(CA)YELLOW MEDIAN DETAIL R P TP T P P T P P R4-7,TYPE N(CA)YELLOW I S p p DT 25 �I L ET PD-1 � I V{LT} DT� DT 39 DT IV(LT) DT 25 12 DT "TP DT � DSIGN !�S I GNAT I ON DETAIL A I d— D0 P TYP. SEE SHEET PD-1 PRP'OSED 0 IS --- INSTALL SIGN AS NOTED 0 DT 382 _ - R7-9A CAB C RC IAL 0 TING LOCATION - e IS LpR/W & � RIVEWAY + LP=ON LIGHT POLE, MA=ON MAST ARM � I•' SPAN SIGNAL POLE, TP=TELES`P'AR POST ---- .- TYPE OF TRAFFIC STRIPING �ATERIAL) W p�T=THERMOPLASTIC, P=PAINT 2 COATS4 - J 12' 12' Q PM I V TL UA&r&E% SHOWNPAGE A24A 12 12 LANS, C�L�ANS ~ ~ � - - -, - � �—TYPE NUMBER � PAVE MARKING.�. W='iI I TE Y=YELLOW W (0 12 4 12' 4' 12' R-25 12' , 242 � -�pI�S- W _ 10 S 0 120 4 6 - 0 _REMOVE, BY WET SANDBLASTING, ALL CONFLICTING STRIPING � 10 i ! - - � �-- - � - --�- - - + � • - - -� - - 10' -`��' - - W �..� � AND MARKINGS AS NOTED I N�LUD I NG RA I�D PAVEMENT MARKERS. E 12' w 12. 120 TRA 265' 12' 12 ••• � C R�-REMOVE SALVAGE TO THE CITY OF I ETA W J 12' 12' 12' 12 J - �-EXISTING TO REMAIN. � -- -DEL I N EATOR - CLASS 1 , TYPE "F" Q PRC�''OSED PROPOSED x-- -- P Imm Q -a-BARRICADE DRIVEWAY DRIVEWAY 38 DT R/W i� PM P--12"W DTP DT P IS R4-7,TYPE N(CA)YELLOW DTP DTP T PM PDT T PM R4-7,TYPEN(CA)YELLOW IS DI S 38 38 TP 12 39 V(LT) 38 IV(LT) ' SPACING (TYP. ) MEDIAN DETAIL "A" DETAIL "A" PROPOSED RAISED SEE SHEET PD-1 PROP. CURB SEE SHEET PD-1 GUTTER CONSTRUCTION NOTES: p DT INSTALL 2" PVC CONDUIT WITH NO. 8 THWN TRACER WIRE 25 2 AND PULLS UNDER SIDEWALK. INSTALL NO. 6E PILLBOXES WITH 400' SPACING P DT P P P P-12"W PROPOSED RAISED p " PROPOSED RAISED 25 DT DT DT , PM MEDIAN DT R4-7,T1 N(CA)YELLOW}YELLOW I S PDT P-12 W PM PDT PDT P DT MEQ I AN 39 12 38 DIAN+GONALS 035 25 38 DIANGONALS 035 39 12 38 0 SPACING (TYP. ) NAIL "A" SPACING (TYP.) R7-9A 0 0 TYP. 2 PROPOSED T PD-1 PROPOSED_ TYP. 2 PROPOSED PROP. PROPOSED LP IS 0 + COMMERCIAL COMMERCIAL R/W C IAL & GUTTER DRIVEWAY + U DRIVEWAY DRIVEWAY DRI AY - - - / {� - - _ b' 12' 12' 12' Ljj Ca 12 4 12 R-25' 12' Cow '' 1 {- - - - - -1 Zt - - I- - —}- - � {- - I - � - - - - - - - 14' W 0 W 120' TONS. -� 10 ----+— W = m Z 12' 4' 12' 233' 12' dz � 12' 12� ' 12' ' F$ ' W W = 7 Co ~ R7-9A Q LP I S p R/W N 38 DT PROP. CURB & GUTTER P DT PDT p DT T pM P DT T pM R4-7,TYPE N(CA)YELLOW I S PDT p DT PDT " P PM PDT '- 39 12 25 IV(LT) 38 IV(LT) TP 39 12 25 BIKE L 39A d DETAIL "A" SYMBOL lk ARROW SEE SHEET PD-1 N O I t/l 00 N co MEDIAN STRIPING NOTE.- STRIPING REFLECTS FUTURE CONDITION WITH CONSTRUCTED MEDIANS. SINCE w NO MEDIANS NORTH OF ELM STREET ARE INSTALLED AT THIS TIME, CONSTRUCT TWO-WAY LEFT TURN LANE STRIPING IN LIEU OF MEDIAN STRIPING FROM ELM C/o STREET TO NORTHERLY PROJECT BOUDNARY. O Of _ / S S Ion, � Al THE RECEIPT OF ASBU I LT PLANS AND C I TY'S ACCEPTANT THEREOF DOES NOT ABSOLVE THE CITY OF M ETA 25�``� 0• A��F� �' SUBD I V I DER/ DEVELOPER OF ANY RESPONSIBILITY FOR THEIR ACCURACY. ENGINEERING DEPARTMENT c� PLANNING ■ DESIGN ■ CONSTRUCTION z .so 32 STREET IMPROVEMENT PLANS i °� 40810 0°"`'�C �'��'��° SIGNING�a STRIPING PLAN a ,� e FAX 951, 67240CALIFORNIA wF8F a22 ENGINEER OF WORK RCE DATE JACKSiON AVENUE v �, C A N S tJ LT I N G 951.ST6.8042 FAX 951.876724D • arkwiv.F�F.com STA&r)+W TO WF N 40 0 40 80 120 I Y t Underground Service Alert BENCH MARK APPROVED FOR SIGNATURE ar ��vORE Yp RIVERSIDE COUNTY BENCHMARK T-59 81: ALUMINUM DISK IN SCALE PREPARED BY DATE RTAPPROVEK. N HUNG SCALE; 1 =40 ,1� Call: TOLL FREE CONCRETE. LOCATED 124.8'W. OF CL I NTON KE I TH ROAD, In DATE •, `- 47.6'N. OF GRAIN AVENUE; 2'S. OF A 6' CHAIN LINK ^' `- S 7 t3 HORIZONTAL ACTING CITY ENGINEER RCE 6 1800 �_�� _ � �►►�� _ A SCE PORTER STATION AND WELL SITE 10'N. OF BR I AN R. S EPHENSON, P.E. , T,E. AS NOTED DwN BY: AMC PROJECT No. SAW I NG Na. d 422 4133 � DATE DATE INITIAL DATE INITIAL P.P. #2075052E;SET FIBERGLASS WITNESS POST 1 NORTH. PLAN CHECK FIRM - RICK ENGINEERING COMPANY VERTICAL D. TANNER I I I REVISION DESCRIPTION �-IT. BY: JDT 07-311 ,. o TWO WORKING DAYS BEFORE YOU DIG DA i Uk NGVD29 DA i E. 1—31-83 ELEVATION: 1199.072 R.C.E. NO. 69471 AS NOTED R,C,E NO. 60132 ENGINEER t�' WORK �` CITY APPROVAL FIELD �C: �� ��7 � Z P-12"W I TP TYPE N,T (CA)YELLOW _ -- SIGNING & STRIPING CONSTRUCTION -NOTES. PM DIANGONALS 035 DETAIL "A" RIW MATERIAL: P=PAINT (2 COATS), T=THERMOPL.ASTIC SPACING (Tr SEE SHEET PD-1 X� DT X INSTALL PER CALTRANS DETAIL R7-9A SB RS Will DTP . C SB DETAIL NUMBER R f W � -''� I S TP �C GUTTER PROPOSED LP - - --- - STA 70+93 SIC-I1 TS I�T I CAI T MATCH EXIST. STRIPING P X� PROP. CAB SB DT DR I V E P I S -- INSTALL SIGN AS NOTED & GUTTER 7 - �'------ 12 DT 39 MOUNT I NO LOCATION LP=ON LIGHT POLE, MA=ON MAST ARM DTP — - �~`' SP=ON SIGNAL POLE, TP=TELESPAR POST 39 12 � ...�. IZ~ '---..,�,,,,,,� �.�..�... _ TYPE OF TRAFFIC STR I P I NO �ATERIAL)T= LASTIC, P=PAINT 2 COATS --' 4 12 P `RAW PM I V aUAA24EA&E !�N�%(ALSANSH,,WGALWNSAGE A24A --- — -- �---TYPE NUMBER OF PAVEMENT MARK I NG. W=WH I TE, Y=YELLOW `,• 1Z 12 12! ' `\ 5 REMOVE, BY WET SAND�BL.AST I NG, ALL CAL I CT I NG STRIPING 'r - ~- --- i "�- \ ❑ AND MARKINGS AS NOTED, I NCLUD ING RAISED PAVEMENT MARKERS. �--- � RS -REMOVE AND SALVAGE TO THE CITY OF I ETA --~ - R7-9A R81A too 4 ..'' _ -- - ���---- DTP -- _ - ``-,.. -�. Pr- R2-1"55" ' ---- EXIST. Y � . 1�• - - -- -- -�.: 20 - O-EXISTING TO REMAIN. 29 R/W .. `�. � TP ___----� DRIVEWAY EXIST. C T P - �,,.� \ P ;�j►, � � _____ E & GUTTER D 12 D�T�` �` - .,���.. - '~� `�- DTP PM " " - -DEL I I�ATCR - CLASS 1 TYPE "F" . TP �. BIKE LANNr �► .� _ _ PROPOSED RAISED 39 �. � 22 CURB MEDIAN W74 SYMBOL. & ARROW RS BARR I CAS & GUTTER P SB C 2 TYP. P T JACKSON AVENUE IV(LT) � '� 25 SCALE: 1 =4fl -� � �'�`"� '�. � .......,�� / ,.,,� � 75+89 0 PROPOSED ENO STRIPING 0 DRIVEWAY BIKE PM T R 1-1 S & ARROW �'�..� 2 -P E TP Z SB PIP T E STOP ,� �` T P DT ' E 12"W 39A T2, s ` CONSTRUCTION NOIES* /- /RW RS R 18 P DT PM T INSTALL DETAIL 39/39A ALONG BOTH SIDES OF JACKSON TP 38 IV(LT) `ea E P AVENLE, FROM. MAGELLAN STREETfSAM'S CLUB CENTER 12 ACCESS ROAD TO MURRIETA HOT SPRINGS ROAD (REMOVE F T , P EXISTING DETAIL 12 AND RIGHT TURN LANE INTO SAM'S �, E R7-9A, R81B '.P�► '�' \ 38 CLUB). FOR THE NORTHBOUND APPROACH, END THE DETAIL IL -T PIS l� ��, -� P 39A AT THE BEG I NN�1 I NO OF TFE RIGHT-TURN POCKETS FOR F T .) E MURR I ETA HOT SPRINGS ROAD. l�, -� c� �. 22 Rf W (� ' ,� �-� j T INSTALL 2" PVC CONDUIT T WITH NO. 8 THWN TRACER WIRE (� E 2 AND PULLROPE UNDER SIDEWALK. INSTALL NO. 6E �.2s, �'� IV(LT) PULLBOXES WITH 400' SPACING 46% 1p � \ PROPOSED DRIVEWAY RIW \ a� PROPOSED RAISED MEDIAN R4-7,TYPE N(CA)YELLOW I S TP P D ETA I L "A" �( (0DT 25 SEE SHEET PD-1 v ` DT T �Aw 38 PM P-12"W 01,2, D i ANGC�IALS 0�35 � P-12 W PM P 0 '�' ,,,� �.,,,` SPACING (TYP. ) PROPOSED RA i SED D I LS 0t35 " WPM '� , MEDIAN P SPACING (TYP. ) P P T BIKE LANK= DT R4-7,TYPE N(GA)YELLOW IS DT DT DT SY {� LANE �`' )�►' .., .,,,�.,,,.,,,,� �``�```= --. 2 TYP. 25 " 39 12 27B E D ETA I L A PROPOSED RA I 0 °`� C PROP CURB SEE T PD-1 R7-9A R�W D I AN \ Ln N & GUTTER I S LP - - - - ------ TYP. 2 PDT ,` —-._._.._.... now � to 12' 12' 12' 12 -... y CO W o - i - 10' _i - - - - - T 1, 1CD 12' 4' 12' 12' ? ' 12' 12' N T s DT 38 IS R4-79TYPE N(CA)YELLOW TP - .. - - ---.. - - -----... - - i Ar DETAIL "A" I" N R7-9A co SEE SHEET PD-1 PROP. LP is P DT GUTTER R/W i w 25 b, Of T ®T R4-7,TYRE N(CA)YELLOWI S P DT P DT P DT P PM T DT i JACKSON AVENUE 38 25 12 39 "BIKE LA 38 W" DETAIL A" SYMBOL & ARROW SEE SHEET PD-1 P-12"W PM 0 DIANGONALS 0350 n SPACING (TYP. ) MEDIAN STRIPING NOTE: oV E SS IO "AS BUILT" SHEETCITY n T T A SHEETS THE RECEIPT OF AS-BUILT PLANS AND C I TY'S ACCEPTANCE THEREOFDOES NOT ABSOLVE THE OF M 11 RRIETA � STRIPING REFLECTS FUTURE CONDITION WITH CONSTRUCTED MEDIANS. SINCE �`�� p• TANNF,p F PLANNING ■ DESIGN ■ CONSTRUCTION SUBDIVIDER/ DEVELOPER OF ANY RESPONSI6iLITY FOR THEIR ACCURACY. 26 ENGINEERING DEPARTMENT 30 o NO MEDIANS NORTH OF ELM STREET ARE INSTALLED AT THIS TIME, CONSTRUCT �`� e� ,,� � d TWO-WAY LEFT TURN LANE STRIPING IN LIEU OF 'MEDIAN STRIPING FROM ELM o �-' �; STREET IMPROVEMENT PLANS �- STREET TO NORTHERLY PROJECT BOUDNARY. w No.60132 �'-+ SIGNING AND STRIPING PLAN � C7■ ■ ■ 40$1Q GOUMY GEM'Eft DRNE,SUM� p 0 �� �cA,cA o a 92591-6022 ENGINEER OF WORK RCE DATE JACKSON AVENUE R, CONSULTING 951.675.8042 � FAX 951.E?6724Q ■ www.t�.com 40 0 40 80 120 l p� 1 �'I V tl F STA WFOO TO 75+89 N Underground Service Alert BENCH MARK APPROVED FOR SIGNATURE DF p�1 VORE Yp RIVERSIDE COUNTY MARK T-59-81: ALUMINUM DISK IN SCALE PREPARED BY DATE APPROVED 10 o RtBERT K'. MI+OEHL I NG DATE �.� SCALE: 1 =40 G�` Go Call: TOLL FREE �. LOCATED 124.8'W. OF CLINTON KITH ROAD, HORIZONTAL ' _ �.. iZ. ACTING CITY ENGINMR RCE 63056 _ un 47.6 N. OF GRAND AViEN<JE, 2 S. {� A 6 CHAIN LINK FED �` � ? l,�' ,.___.�... _ � 1 800 AS NOTED -- ti�„� AROUND A SCE POWER STATION ION AND WELL. SITE 10 N. OF BR I AN R. S EPHENSON, P.E. , T.E. DA E DWN BY: AMC PROJECT NO. DRAWING NO. 422-4133 P.P. #2075052E;SET F LASS WITNESS POST 1' NORTH. N _ DATE INITIAL DATE INITIAL 07-311 -- o VERTICAL GAL D. TANNER I I i SHT, � q-�D BY; .�T +►�n�t�*)t�f T� ,per PLAN CHECK FIRM RICK ENGINEERING COMPANY REVISION DESCR I PT T ON TWO WORKING DAYS BEFORE YOU DIG DATUM N�GVD29 DATE. 1-31-83 ELEVAT I{R!: 1199.072 R.C.E. NO. 69471 AS NOTED R.C.E NO. 60132 ENG I(VEER OF WORK NO• CITY APPROVAL F IELD BK: � � n 10 RA�LB�(ar S P Ate IhT{� T AB� 1/2 INTERVALS R/W STREET GRADE LENGTH 0% 200' MAX. I) 4% TO 9% 100' MAX. >9% 50' MAX. R/W °0 6 "- EXIST. DIRECTION STREET CURB FACE (�p CATCH BASIN OF FLOW 8 I NG AA BETWEEN BAGS _......- ._ ._ CATCH BAS IN ........ ...... ...... _...._... ... ... _..._.... ::.:: .......... SANDBAG PER VARIES TO m ' .� MAINTAIN APPROX. W W - -w __w w FLOC BEGIN IMPROVEMENTS DETAIL B CONSTANT ELEV. .. _ A _____ ..w w__ _____ _�SOUTH BOUND LANE w w w_ww___ ___ _ w_w_ _w __ SECTION D D—D D C.F. _ - www_ SECTION AA—AA 3" MIN, OPENING ,a q A VA UBGRA NOT TO SCALE DD BETWEEN BAGS ON R/W STREETS DE TOP ROW. y INTERVALS PER SANDBAG A A SPACING TABLE ABOVE � h Y STREET' GRAVELBAG VELOCITY REDUCER,� TYPICAL STREET GRAVELBAG PLACEMENT DETAILCHECKDAM AT CATCH BASIN . � C i B'�` Al A2 NOT TO SCALE NOT TO SCALE �� {�4 � FOR GRADED STREETS A ' NOT TO SCALE b k � I EROSION CONTROL NO TES GINIMPROVEMENT E s pµ « =y : ORTH BOUND LANE `� A �� `` J d 1 . IN CASE OF EMERGENCY, CALL JEFFREY HITCH ( ) E 951 -461-6076 � m4� �r f r� ,,..>- 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL _ -�>>— _ ,� _~ti— �, -- , .c f y 1 TIMES DURING THE RAINY SEASON. NECESSARY MATERIALS SHALL BE AVAILABLE `` �"�. �" 6S ~�-=�-1. m � "„ - ---� --- ON SITE AND STOCKP I LED AT CONVEN I ENT LOCATIONS TO FACILITATE RAPID 1 CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS I MM I TENT ` Iii Aft 3. DEVICES SHALL NOT BE REMOVED OR MODIFIED WITHOUT THE APPROVAL OF THE 6 M _ M µ ENGINEERING DEPARTMENT. z 4. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL IN PLACE AT THE Eft _ "` ._, M �''`� ` . `' �', • A EACH WORKING DAY WHEN THE 5-DAY RAIN PROBABILITY FORECAST EXCEEDS 40%. � -x -w4 �,, r ``�----�-____ A 6,3 A l 7 p g (=C:> � - __ A a A tJ J 5. AFTER A RAINSTORM ALL SILT AND DEBRIS SHALL BE REMOVED FROM CHECK w J 1 80 I► 59 0 5 j' ~UJ r . ---- _ I . -' T — , — - -- — — { --- -}- — -�- <t CYO BERMS AND DES 1 LT I NG BASIN, ANDTHE BASINS PUMPED DRY - m A � a« . _ �,, ., E � �. y � ��`. � _ � =:.-�._._ � �� m.. .-,�. .�....^ �-�-�... JACKSO AVER �' � Ljj 6. GRAND AREAS AROUND THE TRACT PER I METER MST DRAIN AWAY FROM THE FACE *., . w � w y B OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. _ - _ gym . - : M a �` 0 V) e, � - _ r + 7. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS .-w C — a - CLO TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED DED WATER CREATES A %MJill HAZARDOUS CONS'?1 T I ON. +, `.... - . 8. GRAVELBAG LAYOUT SHALL BE INSTALLED AS SHOWN PER PLAN OR AS DIRECTED BY �.�. - _ �, -�, , C A a THE CITY INSPECTOR. _ '"`"`F- 'y'`� "4q'*,�` � °'� "• "' i �k ( 3 � 4�a' i � � 2 Y"y �'S� ° � ��t `� 4� *.. �j s� � . E —'ram-r- 3 a H 1g � fit 111gggu , dJ� � { I �� �• � _ ,�..w..>°.,»...�_..,�..-.>~...�-...d^''»,KM""'•wn,-w„�-�,w,�, W� ' '��`.� w..,,� � �'°k..,� ..",..n..._.,,�-.-��-"'^°�"' �$ � �a y � f � �;gtr t2 'S{ f S s� �T. °h., ``a. 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J'f �f J} { 14 4 } ,�+',„.^ -^'.,..»..,,,-..,.. .+a" ...w.. w..»... A^' .."' fi ✓ 9 �. t f $ e. pp t I. \ . »»^' +. "`w.. b t. 1 ppq �`�,� � "��...�..�»�� "`�-•---,,�,� `��, '� � �� �,� �°°,,, �'`� � �`�, � �` � �`4 � � .�'� ',� `�`"� ,`d' �."'� .n„,.� ,,,,""' ,,,,,--'`r ,,.,,.•.'"'� ,, ,• ff .�"' z` t j' ` ,�,� S i 3 's �4`-"" ^U.,„, ,.,..«""��yl .� ` �. 5, l}} }. sqg F_ .w^�.� �^a,_.....-....,,...-�-.+..w � � �r � 1. 2 �r ' �."'1'.`* E` a o-,^` .,.-''` f .^*'"f -.,,^""+� g '`�..,.�d✓''`<•'"rA,,. .r" / J ! 3 F fr S � t µ ! t '� �b 'i '`,, ' '� �y i ! �q 3 i jr kLLJ ry \X\ {{ j F 5 d '� 3 E `•� \ � � � �$ � e.�'. +ram. � ......�.— �..� =_.`� .�..._= �� �� �r.�.=......_ .ram.., ram.._ �1 � ,....._ � "a .� '� � � .i"'� S L .MXIMM'iMM ` j J J— ""�"►�J -- —i�J- i— --{��— J— 7 O p i 0 CONSTRUCTION NOTES: �`` ,r > ,Q 91,d'��SS jp�,�! AS BUILT SPIFFY �I�� �F'' � E'TA SHEETS INSTALL GRAVELBAGS PER DETAIL 'Al ' CONSTRUCT STABAL I ZED CONSTRUCTION p TFE RECEIPT OF AS—BUILT PLANS AND C I TY S ACCEPTANCE TF�OF DOES NOT ABSOLVE TF / & DETAIL 'A2' ON SHEET HEREON. ��• ENTRANCE PER DETAIL '0' ON SHEET 27 ° `<`'' �• T �"`' PLANNtN� ■ aEst�N ■ coNsrtaucrraN SUBDIVIDER/ DEVELOPER OF ANY RESPONSIBILITY FOR TFE;IR ACCURACY. 27 ENGINEERING DEPARTMENT o �.w z B INSTALL GRAVELBAG CHECKDAM PER E HYDROSEEO ALL 2: 1 SLOPES EXCEEDING 40 0 40 80 120 �, CD STREET IMPROVEMENT PLANS DETAIL B ON SHEET HEREON. 3 FEET IN HEIGHT 9J No 60132 �, ® ® ■ 40�,►COUNTY CENTER DfVVE,s�rE 10o JACKSC�N AVENUE INSTALL SILT FENCING PER DETAIL C �� INSTALL GRAVELBAGS 2 HIGH BEHIND SILT FENCE __ .pc x1► TEWAX 951. cAt240 A 92.FBF.c 22 ENGINEER OF WORK RCE DATE / 4t SCALE: 1 =40 �, CONSULTING 951.676.8042 � FAX sst.s7S724o ■ www.l�.cam EROSION ��■� U . ON SHEET 27. l�l C!Y iV d�`�~ TCM+OC! �'�QQ g i 00 r N Under round Service Alert BENCH MARK APPROVED FOR SIGNATURE �� ��'�� OEFORE YOG RIVERSIDE COUNTY BENCHMARK T-59-81: ALUMINUM DISK IN SCALE PREPARED BY DATE APPROVED o ROBERT K. MOEFLING DATE �•� Cali TOLL FREE CONCRETE.. LOCATED 124.8 W, CLINTON KE I TH ROAD, NOR I zONTAL rrrrrr 47.6'N. OF GRAND A 2'S. OF A 6' CHAIN L[W FENCE - ACTING CITY EMINUR RCS 63M j. 1-800 AS NOTED Q AROUND A � POWER STATION AND RM WELL SITE 10 N e OF JEFF J. HITCH DATE INITIAL DWN BY: ZSR PROJECT NO. DRAWING NO. Q 422-4133 P.P. #2075052E;SET F I SS WITNESS POST 1' NORTH. DATE VERT I CAL -, DATE INITIAL q. p BY: JDT 07-311 +► n CITY OF MURR I ETA AS NOTED D. T R III ENGINEER OF WORK REVISION DESCR 1 PT I ON NO- CITY APPROVAL F I ELD BK: � � j TWO WORKING DAYS BEFORE YOU DIG DATUM:NGVD29 DATE: 1-31—$3 ELEVATION: 1199.072 R.C.E. NO. 58994 R.C.E NO. 60132 Wlk a \ C 4 E LP E .w Aft — i s_. jft , W C �""^�,- 6.,� °�k"w=>"„d"" W� �•.w ,...„.„_.._�,_ — — � — �-�. � 'gym �b LLJ Z IN\ T� W i � W FW r A W "x �',� _ " " g A �w AW `"� W d A - -- W W a i ltltl£43 f `�2 t� � ,� .41 ' } 40 � x . 3g ,�`1 j13g ` .-F �� 37 �- 35 34 - 33 32 LLJ W A — — a— — — �- —� — — — LP — A �-- —I — — A E — -i- • —I — �C m Wz ame- Y 4` P ff A . . � A rr > [t> {�£ 'y` +' ,fYy 7 x /� } Y. `t» t j I A ` \ t _ A �j r A Al b A W w ..-� J W ... w_ j B l€ W T . _. .w: _ w T_ _ „_ _ I_ D D— O Lij 0 W ,.. „. 0.u .�,.«..�,-,�.`."-�„'^...^-,,.,, ,.�.„ °°°".'•....F�»W ^•»-".w�..,,s µ »°.. gypprr .e,^'' ,,,..,.,.,*�" »,.+.* „r,�'��,,,,_ - T `�.rrr�V I R' �^•+. (jam) W yb ''°^+,.. y''^r, ,°'. 't »`^+y, u•,,. 'q \J z. — — — — — — 0. L� P. f M W # w . E CITY OF TEMECULA EROSION ­ C E 1.FILIM SUbVE. ALL RUNOFF SHALL BE FILTERED PRIOR TO DISCHARGING FROM A SITE OR TO ANY TYPE OF SHALL BE LIMITED TO AREAS THAT WILL BE IMMEDIATELY GRA�O OR 0ISTUBBED. A C INATION OF ESC t ASS - '`_ PRIVATE OR PUBLIC STORM WATER CONVEYANCE SYSTEM {NATURAL WATERCOURSES, STREETS, GUTTERS, CONCRETE-LINED SHALL BE IMPLEMENTED IN AREAS THAT HAVE BEEN CLEAT O. ALL OISTl O AREAS OF AN INACTIVE SITE, AS A �WW _. V-0 I TCIES, STORM oRA I NS, FLOW-LINES, INLETS, OUTLETS, ETC.). ALL NQN-PERM T TIED D T sICHARGES ARE DESCR I BED IN THE ENGINEERING AND CONSTRUCTION MANUAL, SHALL ALSO BE PROTECTED. PROH I B I TED FROM ENTERING ANY STORM WATER CONVEYANCE SYSTEM YEAR-Rdt D. 6. =MUCT I gN AC SS POINTS. CONSTRUCTION ACCESS POINTS SHALL BE STAB I L I ZED WITH A COMBINATION OF ROCK eft 2, BEST MANAT PRACT T '�S ( S). YEAR , POLLUTION PVENT I ON MEASURES, ALSO KPOY+1 AS SST AND SHAKER PLATES YEAR TO PREVENT TRACK-OUT, INTERIOR ACCESS POINTS (ALL PROPOSED DRIVEWAYS, f �, W �WW W W MANAGEMENT PRACTICES ''S MUST BE INSTALLED PRIOR TO ANY FIELD ACTIVITIES. HANDBOOKS CAN BE MATERIAL STORAGE AND STAGING AREA ENTRANCES/EXITS, ETC.) SHALL ALSO BE PROTECTED WITH ROCK TO PREVENT Q E W W TRACK-WT ONTO INTERIOR STREETS. ROUTINE STREET SWEEPING SHALL BE PERFORMED GPI ALL PAVED STREETS WHERE � y 1-- ` DOWNLOADED AT . ADDITIONAL EROSION PREVENT I CNN AND SEDIMENT CONTROL (ESC) ( ) z WTRACKING IS OBSERVED. VA SWEEPERS SHALL BE USED N STREET SWEEPING BECOMES INEFFECTIVE. MEASURES MST BE INSTALLED AND MAINTAINED PRIOR TO AND THROUGHOUT EACH RAINY SEASON. THE DEVELOPER/CONTRACTOR IS RESPONSIBLE FOR ESC MEASURES THROUGHOUT THE �2AT I ON OF THE PROJECT FOR ALL CONTROLLED STREET WASHING SHALL ONLY ALLOWEDPRIOR TO THE Ai'F'L I CAT I ON C ASPHALT SEAL COATS, AND ONLY WHEN ALL PERTINENT DRAINAGE INLETS ARE PROTECTED. CLEARING DISKING, GRADING, EXCAVATING AND STOCKPILING ACTIVITIES, AND ON ALL EXPOSED SLOPES AND t I INACTIVE PADS THROUGHOUT THE ENTIRE SITE. THE DEVELOPER/CONTRACTOR IS ALSO RESPONSIBLE FOR ANY 7. 001LILNG BASINS. DESILTTNG BASINS SHALL BE DESIGNED ACCORDING TO THE GUIDANCE PROVIDED IN CASQA'S W ` W DISCHARGES SCHARGES FROM SUBCONTRACTORS. CONSTRUCTION BMA•' HANDBOOK. IMPOUNDED WATER SHALL BE SECURED FROM THE PUBLIC. S I GNAGE I ND I CAT I NG 'PONDEO WATER - DO NOT ENTER," OR AN EQUIVALENT WARNING NOTICE, SHALL BE POSTED. ~ W STOCKP I L I M QE OWS. ADD I T I tNVAL ESC MATERIALS SHALL BE STOCK'I LED AT VARIOUS LOCATIONS THROUGHOUT THE �f SITE FOR IMMEDIATE USE WITHIN SEVEN DAYS PRIOR TO ANY FORECAST RAIN. ON EMERGENCY SITUATIONS, THE 8. MATERIAL STORAGE. MATERIAL STORAGE AND STAGING AREAS SHALL BE ESTABLISHED. FUEL TALCS, PORTABLE DEVELOPER/CONTRACTOR SHALL IMMEDIATELY MAKE EQUIPMENT AND WAS AVAILABLE TO PROTECT THE SITE. TOILETS, LIQUIDS, GELS, POWDERS, LANDSCAPE MATERIALS AND STOCKPILES OF SOIL SHALL BE STORED AWAY FROM W C FENCE 3. EROSION AND SEDIMENT CONTROLS. ALL ESC MEASURES SHALL BE INSPECTED, RESTORED, REPAIRED OR MODIFIED ALL PRIVATE/ IC STORMWATER CONVEYANCE SYSTEMS, SIDEWALKS, RIGHT-OF-WAYS AND FLOW-LiPES AND SHALL EN I HAVE SECONDARY CONTAINMENT. INACTIVE STOCKPILES OF SOIL SHALL BE COVERED AT ALL TIMES. ACTIVE � FABRIC YEAR-ROUND THR T THE SITE TO !PROTECT i�f2 I METERS, ADJACENT PB(N'ERT I ES, ENV I NTALLY SEriS I T I VE _ ALAS AND ALL PR I VATS/PUBLIC STORM WATER CCN+IVEYAI SYSTEMS. IF ANY EROS I tNV OR SED I M1£NT CONTROLS FAIL STOCKPILES SHALL BE COVERED PRIOR TO A FORECAST RAIN. 8 MAX 2"X2"X48" DURING ANY RAIN EVENT MORE EFFECTIVE ONES WILL BE REQU I RED IN THEIR PLACE- 9. MIMIION WASTE. CONSTRUCT I ON WASTE AND M I SCELLANEOUS DEBRIS SHALL BE PLACED IN WATER-TIGHT BINS. WIRE MESH RECEPTACLES SHALL NOT BE ALLOWED. WASH OUT STATIONS SHALL BE PROVIDED FOR CONCRETE, PAINTS, WOOD STAKE a. EROSION CONTROLS, EROSION CONTROLS SHALL INCLUDE, BUT ARE NOT LIMITED TO APPLYING AND ESTABLISHING: r STUCCO ANDOTHER L I QU i D WASTE, AND SHALL BEL T PED WITH PLASTIC AND LOCATED AWAY FROMPUBLIC ,� A p VEGETATIVE COVER, WOOD MUCH, STAPLED OR PINNED BLANKETS (STRAW, COCONUT OR OTHER), PLASTIC SHEETING RIGHT-OF-WAYS, FLOW LINES, ETC. PRIOR TO ANY FO ECAST RAIN, BINS AND WASH-OUTS SHALL BE COVERED WITH E a SILT FENCE FABRIC (MINI 10--M I L), POLYPROPYLENE MATS, SPRAY-ON CONTROLS TO ALL DISTURBED AREAS OR 'OTHER MEASURES L I OS OR PLAST T C TAWS. PER ASTM D4632 AND D4491 APPROVED BY THE CITY ENGINEER. JUTE PETTING SHALL NOT BE USED AS A STAND-AL EROS I{NV CONTROL. FOR END STAKE DETAIL FENCE 10. SLOPE_,E,�QTE�T T C�+i. STORMWATER RUNOFF SHALL NOT BED I RECTED OVER SLOPES W I THQl1T PERMANENT AWN CAA I NS SLOPES GREATER THAN 4. 1. PROVIDE FIBER ROLLS AND EITHER A FIBER MATRIX PRODUCT APPLIED TO A INSTALLED. ESC MEASURES ARE / REQUIRED ON ALL EXPOSED SLOPES UNTIL SUFFICIENT PERMANENT LANDSCAPE IS FABRIC RATE OF 3500 LB/ACRE OR A STAB IL I ZED FIBER MATRIX PRODUCT APPLIED TO A RATE OF 10 GAL/AC RE. THE CITY BE MAY APPROVE DIFFERENT APPLICATION RATES FOR SLOPES LESS THAN 4: 1. ESTABLISHED. THERE SHALL 1OOX SLOPE PROTECTION IN PLAN PRIOR TO ISSUANCE OF CERTIFICATE OF SILT FENCE FABRIC OCCUPANCY. PER ASTM 04632 AND D4491 co •• b. SEDIMENT CONTROLS. SEDIMENT CONTROLS SHALL INCLUDE, BUT ARE NOT LIMITED TO: DES ILT ING BASINS, GRADED 11, , ALL PORTABLE I SHALL HAVE PLASTIC LINERS UNDERNEATH THEM WITH GRAVEL-BAGS W M AL BERMS, FIBER ROLLS, SILT FENCES, GRAVEL BAG CHEVRONS (FILLED WITH MINI �" GRAVEL), CHECK DAMS, PLACED ON THE DOWN-HILL SIB tom' THE LINERS TO CONTAIN DISCHARGES. lz�slDRAINAGE WAGS INLET PROTECT I�, ETC. FIBER ROLLS SHALL 8E INSTALLED IN 15-FtKIT INCREMENTS MEASURED ALCM � SQ TAMPED BACKF I LL 6" Co THE FAGS OF THE SLOPE. SILT FENCE SHALL BE INSTALLED ALONG; INTERIOR STREETS AND COMBINED WITH 12. , ALL ONS T TE AND O:FS I TE FLOW LINES (I.E., V- AND BROW-DITCHES, TERRACE ORA INS, RIBBON j�. GRAVEL-BAG OR SILT FENCE CHEVRONS INSIDE THE SIDEWALK RIGHT-OF-WAY OR BACK OF CURBS. GUTTERS, CURB GUTTERS, ETC.). STORM WATER CONVEYANCE SYSTEMS, CHECK DAMS, CHEVRONS, SILT FPS AND �¢�� SHAKER PLATES c� JOINT STAKE DETAIL 4. STATE �QNSTRUCT I ON GFNERAL PERMIT. IF THE PROJECT 0I STURBS, EXPOSES OR STOCKPILES ONE ACRE OR MORE OFDETERIORATED ESC MEA S YEAR-RO tN=SILTING BASINS SHALL BE FREE OF SEDIMENT' C�ONSTRUCTICNN MATERIALS WASTE, MISCELLANEOUS DEBRIS AND 4 OP SOIL, THE SITE MUST BE COVERED R THE STATE CONSTRUCTION AL PERMIT. A WASTE DISCHARGE IDENTIFICATION (WDID) NUMBER, A RISK LEVEL DETERMINATION NUMBER AND TIE QUALIFIED 'STORM WATER POLLUTION i3. 9MMUCTI9NS, NO OBSTRUCTIONS, OTHER THAN 'S, SHALL BE ALLOWED WITHIN ANY STORM WATER CONVEYANCE PREVENT I CNN PLAN" (SWPPP) DEVELOPER (QSD) MALL BE PROVIDED TO THE CITY PRIOR TO ISSUANCE OF A GRADING SYSTEM, UNLESS ALTERNATIVE DRAINAGE FACILITIES HAVE BEEN APPROVED BY THE CITY ENGINEER. 6"MIN, SILT FENCE DETAIL PERMIT. A SWPPP SHALL BE IMPLEMENTED THROUGHOUT THE DURATION OF THE PROJECT AND SHALL BE READILY 14. OT t„ CON5jMj ION NOTES. REFER TO SEPARATE NOTES FOR "GENERAL," "GRADING" AND `1'AV IN G" REQU IiEMENNTS. AVAILABLE TO CITY AND STATE INSPECTORS AND UPDATED TO REFLECT CURRENT SITE CONDITIONS DURING NOT TO SCALE CONSTRUCTION. THE CCNNSTRUCT I ON PERMIT CAN BE DOWNLOADED AT: 1 LAYER OF WWW A N TERBOARDS.CA.GOV/AIM.I SSUES/PROGRAMS/SIg MtWATERIC{N klffi CT T ON. 6"-8" FRACTURED 5. PERIMETER ffWUIICNN PERIMETER PROTECTION MUST BE INSTALLED PRIOR TO ANY CLEARING ACTIVITIES, CLEARING FILTER FABRIC STONE AGGREGATE ROP. RIP.—RAP /y w \P R SH ET a I \ W STABILIZED CONSTRUCTION 1 z W µ # ~` . E I— ENWRANC LL_ s . y \° n� NOT TO SCALE C Ogg -- �-+ t o 30 48 12 W W a ` `/' Its ) r f ¥ I Y d r \� ,,„,.,. `►�9C��.'��r E • W �r A J (} O EX. C{X.1� {�} W> W w - ' f An A f f - A >\o p END IMPROVEMENTS ,� N , 4 t ��..,,.. - off,—,�= —11— -�' 00 W mW _ r 26 25 ' — 00� YE7 ROAD / 2�- — �,— 23 22 21 W Ld o tui�•l� PROP {6 24' WIDE ARCH CULVERTS _, _ — _ _ _ - ►�— _ __ -----.... 00 l A — a �k ©t t j� ` �_° � ' �� I� I" 1 I 1 -- ,.r_ a O + SEE SHEETS 8 13 FOR STRUCTURAL DETAIL x .> A .. cS� A "—--- �7 177=\7 T 7/`7 D EX. C&G co ,.a # 3 # N # # 1. rwrw.rr..,.y W _ ti O is a W 1070 t} { { 4 C t N L n y rrr ,.nr+r r 8 i. 0yy0� E _8 r 1 � Q _ M D 6 # / W \ - ' C W '`r a '4 't.���'-. `a.� \� r .. §�� d � \ `a -b..,..».,.^",.. `-.....»...,,,,w.. "'"-».`... ,r .� ✓ .+' /" mow" � ;. .: � i — 1 PROP. RIP RAP ,= E W `� W ... .��. ,�- ,,,� ,,� \k PER SHEET' j` WNN`.� >\A1W\ x ., C W _ ~ ,, j E w ( f / }p#(j �" ^? W„�„......._,... .�,....1 )�(j W w" ""`"x.....»..w.-'^'"' "w...,.�—.-,v.'`.�'"'""'..-*.m.-o,m *.«^xa......>.,.._ N ^ .:-..»....-^'"'-'�'" W f+' (¢ t} 3{ k. 4 I� C sj. g, „, w"".,..-,....,»>..,,.»..,....-,......,,,...-x"`^ -, ... '--„".aM � �`�� Y W 7 i k 1 Y iii�l$ }i � '� { p � � j 1�,�{ff1 � f� fr` �4 � 4`��_.�._..,....,...._....,�,....��.�...,.,�.»<...,,.»,_..J �x#{�}t£ �A .,,�».�-"-�. k,.�-,-..,.»,_ "z,� -w.., 11 ��, ,r r j � (� � � i }�j$ �� W "f i `q 7` �4 �`'� �,J�"+� �� *.\' £� �,..�.»-..... ���� � W� � ����p� °� k� ". I� Y�4. 4'y P�� M1'"'• W, � "" ,+• 6 d",�".^»-�.w ` ^' x� W} �b �', '+.,5 "`t.'^.,Y � � i I' � e is \ �"'•» ,' `»» ». „».».--,^^^'"".//' 3 q S �€ „" "'"'` � " "'�"-., ''•. ,�°^'r,,,'�✓'_^'i it '' �� � `' 'a, � �,y ? I .," r $t p g �/ n � � '\, r',1 ,� W ."''',f..." g` � .`„w v � °W°.�`"'oW,_ > 4 .� .` `�`. .✓° r £ S I1 f �� 4 1 s� � } CONSTRUCTION NOTES; � R� S S IQ "AS BUILT" SHEET SHEETS INSTALL GRAVELBAGS PER DETAIL 'Al ' D{ CONSTRUCT STABAL I ZED CONSTRUCTION °� , Q �'� C I WW OF MURRIWTA & DETAIL 'A2' ON SHEET 26. ENTRANCE PER DETAIL 'D' ON HEREON. ° �O T AN l THE RECEIPT OF AS-BUILT PLANS AND C I TY S ACCEPTANCE THEREOF DOES NOT ABSOLVE TIE 0• �F,p PLANNI SUBD I V I DER/ DEVELOPER OF ANY RESPONSIBILITY FOR TIE I R ACCURACY. 28 ENGINEERING DEPARTMENT a NG ■ DESIGN ■ C:ONSTRUCTION z @) INSTALL�GRAVELBAG CHECKDAM PER HYDROSEED ALL 2: 1 SLOPES EXCEEDING 40 0 40 80 120 .;� �, z Q DETAIL B ON SHEET 26. 3 FEET I N HEIGHT STREET IMPROVEMENT PLANS 6mm" 40 OM1Y CE�� 100 JACKS+GIN AVENUE o INSTALL SILT FENCING PER DETAIL C CONSTRUCT GRAVELBAG CHECKDAM 2'HIGH _ 9 No.6C1132 ■ ■ ■ "M CULA,CA�o A 926M-6022 ENGINEER OF WORK RICE DATE Q ON SHEET HEREON. PER SECTION AA-AA OF DETAIL A2 SCALE: 1 =40 s CONSULTING 951.6768042 FAX%1.676.7240 • %w PBF,c rn EROSION �� ON SHEET 26, ��,�� �'1 Y 1 L ��� 44+ • &�� Underground Service Alert BENCH MARK APPROVED FOR SIGNATURE QF pl�� c RECOMMENDED BY: DATE: O�VORE �o� RIVERSIDE COUNTY T-59-81: ALUMINUM DISK IN SCALE PREPARED BY DATE APPROVED 0 Call: TOLL FREE . LOCATED 124.81. OF CL I NTON KE I TH ROAD, opmR( RT K.. NHL I NG DATE 7 �..T w:... 1_g00 47.6'N. OF GRAND AVENUE; 2'S. OF A 6' CHAIN LINK '? HORIZONTAL TIN CITY EINGIPEEIt RCS 63fFa6 "`' �° ACCEPTED BY: DATE. ��{� e AS NOTED `� 1��,� ARC A SCE POWER STATION ION AND SITE 10 N. OF FFRE . HITCH DWN BY: ? PROJECT SAWING NO.EG TLER - R.C.E NO, 471 422-4133 DATE DATE I N I T T AL d r .'.1989... / DATE INITIAL ° ,►�' ° ei RECTOR OF PURL I C WORKS P.P. #2075052E;SET FIBERGLASS W I TRESS POST 1 NORTH. VERTICAL SHT, C HKD BY: JOT CITY OF MURK I ETA D. T III — REVISION DESCRIPTION o7-311 CITY OF TEMECULA TWO WORKING DAYS BEFORE YOU DIG DATUM;NGVD29 DATE: 1-31-83 ELEVATION 1199.072 R,C.E. NO 58994 AS NOTED R.C.E NO. 60132 ENGINEER OF WORK CITY APPROVAL FIELD BK: ,GENERAL NOTES#: REINFORCING STEEL EXTENT OF FREE DRAINING SAND BACKFILL, MINIMUM 1 . ALL WORK SHALL CONFORM TO APPLICABLE PROVISIONS OF THE CAL I FORN I A BUILDING 1 O. DIMENSIONS L AT I NGREINFORCING A A CLEAR A DENOTE CONCRETE COVERAGE HEEL WIDTH OR H/2, WHICHEVER I GREATER -,� c = 2,5D0 Psi CODE (CBC) �- 2010 EDITION. TO MAIN STEEL. UNLESS OTHERWISE, COVERAGE ALL BE AS FOLLOWS: F = 60,OOO �� 2. PROVIDE WALL DRAINAGE SYSTEM PER PLAN AND DETAIL ON THIS SHEET. CONCRETE PLACED AGAINST EARTH (NOT FORMED) " 2 BAR TOP OTHER BARS IN W FORMED CONCRETE AGAINST EAR 1I2IS FINISH SURFACE 1 --- NATIVE OR OSITE 9O� HOOK ..o SIZE BARS BARS MASONRY , SOIL BACKFILL WALLS, ABOVE GR XPO T EAT " V-DITCH DESIGN CRITERLk. 11 . REINFORCING STEEL SHALL E DEFORMED BARS, CONFORMING TO AST A615, LATEST D 4 3'--5" 2'--8i" 3i.w..0" 4. ALL WORK SHALL COMPLY WITH PROJECT SOIL REPORT PREPAREDBY. REVISION AND ALL BE . 1 " MIN. 10 5 4'_3" 3'"3" 3'-. " GEOTEK, INC ___ I -• --•---WATERPROOF MEMBRANE ALONG 5,--1" 3,--11" 4, �6" PROJECT NO. 0414-CR3 12. REINFORCING I TO SE LY TIE I PLACE I T CASTI C TE ENTIRE BACK FACE OF ALL i DATE of RE 2008 I f T. 1 31 PLACING GROUT. : . 1 BELOW GRADE {SEE NOTE o. 3 BELOW} 180` HOOK 7 7'_5" ' 9" 5' 3" - - " L 13. SUPPORT REINFORCING F F WITH STEEL CHAIRS. SUPPORT REINFORCING F _ 8 $ _8 8 B 5. SOIL DESIGN CRITERIA: GRADE WITH DENSE CONCRETE BLOCKS. NO BRICK OR POROUS CONCRETE WILL BEOpjIQb1 .1 PERFORATED PIPE SURROUNDED id ALLOWABLE NET BEARING PRESSURE = 2,000 PSF� INCREASE BY 250 PSF FOR PE ITTED TO T I ORCI . - BY 1 CU. . PER L %" ROCK ENCASED e EVERY ADD L FOOT DEPTH WIDTH WEEPHQLE 50'--Q" _ IN APPROVED FILTER FABRIC. {2 8 MIN.} BEND SCHEDULE OF FTG UP TO 3000 PSF 14. VERTICAL REINFORCEMENT T L IN PLACE AT TOP, BOTTOM AND INTERVALS NOT M O.C. SEE PIPE THROUGH BAR SIZES D ACTIVE EFP = 35 PCF (LEVEL) EXCEEDING 200 BAR DIAMETERS. WALL DETAIL THIS SHEET BACKFILL SHALL BE CLEAN SAND HAVING LAP PER SCHED. ABV. ' := +: := SAND EQUIVALENT OF 0 OR GREATER.55 PCF {2: 1 BACKFILL} � UNLESS DETAILED #3 THRU #8 fid 15. FOR STANDARD S, L BENDS, E TYPICAL DETAIL IS T. OTHERWISE COEFFICIENT OF FRICTION = 0.45 (ULTIMATE LEVEL) --- QUO : PERFORATED PIPE SURROUNDED PASSIVE PRESSURE d = DIAMETER F REINF. BAR = 250 PCF (LEVEL) " SEISMIC PRESSURE 2 LB (ACTING AT 0.6H) FINISH GRADE BY 1 CU. FT. LF 3/4 ROCK ENCASED IN APPROVED FILTER FABRIC. S PE IN. BACKFILL SHALL BE "CALT NS CLASS 2 FOUNDATION: SPECIAL INSPECTIORoa. PERMEABLE MATERIAL" (CLASS 2 1" R 1--1 OR }, 2 #N 1 COMPACTED TO 90% RELATIVE COMPACTION 1--1 3 MAX AGGREGATE 1 ®�� :.. :h t : f 8MAX. SLOPE & OFFSET 6. FO AT I ON EXCAVATIONS SHALL BE VISUALLY OBSERVED BY THE SOIL ENG I R 31 . SPEC I AL I ECT I F C CONSTRUCTION ALL COMPLY WITH A off;,�..:= ... ... BASED ON T D 1557. CLASS FOR, COMPLIANCE WITH THE REQUIREMENTS OF THE SOILS REPORT PRIOR TO REQU I REMENTS I N TABLE 17 4.4 OF THE CBC. MATERIAL GRADATION SHALL BE AS FOLLOWS: PLACEMENT OF REINFORCING STEEL OR CONCRETE. A CERTIFICATION FOR SEIVE SIZE PASSING NOTE: TOP BAR CONDITION IS FOR TOP MAT OF FTG REINF COMPACTION OF BACKFILL FROM THE GEOTECHNICAL ENGINEER SHALL BE PROVIDED TO 32. SPECIAL TESTS AND I CTI S SPECIFIED IN CHAPTER 17 OF THE CALIFORNIA BUILDING 1" 100 THE BUILDING INSPECTOR PRIOR TO FINAL SIGN OFF AND ACCEPTANCE OF RETAINING CODE ARE REQUIRED FOR THIS PROJECT. SPECIAL INSPECTORS, EMPLOYED BY THE OWNER SHALL ,� 3/4" 90--100 WALL. CONT I Y OR PERIODICALLY, S REQUIRED, VE THE WORK AND PERFORM DUTIES 3/8" 40-100 SPECIFIED IN THE CODE DURING THE CONSTRUCTION THE FOLLOWING TYPES OF WORK: 4 25--40 FMINFORCEMENT DETAILS 7. ALL FOOTINGS SHALL BE EMBEDDED 24" MINIMUM INTO COMPETENT UND I ST BED 4" DIAMETER PERFORATED PIPE 8 18-33 5 NO SC ALE NATURAL SOIL OR CERTIFIED COMPACTED FILL, UNLESS NOTED OTHERWISE IN SOILS (SCH. 40 PVC OR ABS) LAID s"± 30 5-1 REPORT. ABOVE FINISH GRADE WITH HOLES 50 --7 ITEM INSPECTION CBC 2010BC 2010 SET FACING DOWNWARD. 1200 --3 8. SOILS BENEATH FOOTINGS SHALL BE PREMOISTENED AND COMPACTED TO MINIMUM REQUIRED? SE110 TABLE 90% COMPACTION PRIOR TO PLAC I NG C RETE. CONCRETE CONSTRUCTION NO 1704.4 1704.4 REMARKS w, 9. BACKFILL SHALL NOT BE PLACED BEHIND THE WALL UNTIL THE GROUT HAS ATTAINED MASONRY CONSTRUCTION YES 1704.5 1704. .1 LEVEL 1 SPECIAL INSPECTION TO BE 1. FILTER FABRIC SHALL BE MIRAFI 1 ON, SUPAC 4 P, OR APPROVED THE SPECIFIED 28 DAY COMPRESSIVE STRENGTH. I I I PROVIDED ON ALL CMU CONSTRUCTION EQUIVALENT, INSTALL PER MANUFACTURER'S RECOMMENDATIONS 80'-0" CENTERS 80'-0" CENTERS SOILS NO 1 1704.7 1 1704.7 1 2. CONNECT DRAIN PIPE TO DRAINAGE SYSTEM PER IVIL DRAWINGS (MAX) (MAX) OR TO DAYLIGHT SO THAT PIPE SHALL DRAIN FREELY AT ALL TIMES. JOINT SYSTEM SHALL NOT DRAIN OVER ADJACENT PROPER " BLOCKS ADJACENT {FULL HEIGHT OF WALL ONLY, CONC 3. WATERPROOFING SHALL BE ASPHALT MEMBRANE WATERPROOFING SUCH T JOINT ( 1/4" THICK PREMOLDED NOT IN FO®T#NG, UNO) AS BITUTHENE 3000 AS MANUFACTURED BY W.R. GRACE & CO. OR EXPANSION JOINT FILLER STOP ALL HORIZ 16. CONCRETE SHALL HAVE AN .2 --DAY ULTIMATE COMPRESSIVE STRENGTH AS SHOWN FOR FACE OF ALL APPROVED EQUAL. APPLICATION AND MEMBRANE PROTECTION SHALL & SEALANT APPLY PER REINF 0 JOINTS THE CORRESPONDING LOCATION LISTED IN THE SCHEDULE BELOW. DESIGN STRENGTH EQUAL BE PER MANUFACTURER'S RECOMMENDATIONS. PROTECTIVE OARD SHALL MFR SPECS TO 2500 PSI, THEREFORE SPECIAL INSPECTION NOT REQUIRED. BE USED PRIOR TO BACKFILLIN . I ]z 17. CONCRETE SHALL HAVE AN 28--DAY ULT I MATE C RESS I VE STRENGTH AS SHOWN FOR EXPANDED POLYSTY WATERPROOF ,.'� - + • ' ••• - •• • - •- THE CORRESPONDING LOCATION LISTED IN THE SCHEDULE BELO • 0 I P M A .�.� N. WALL DRAINAGE DETAIL LOCATION STRENGTH DENSITY MAX WATER/CEMENT CEMENT C THR H WALL STETYPICAL M SCALE (PCF) RATIO TYPE FRONT FACE OF 1 _0" SMOOTH DOWELS x 1'-8'" ALL ^ � EALANT (TMASONRY WALL (BONDED HOR#Z REINF ONE END' WRAPPED W/ WALL ELEVATION END) TAPE & COATED W/ HEAVY-DUTY ALL CONCRETE 3,250 150 0.50 TYPE 11 EXPANSION & 1 2" (MIN) DEPTH CAULKING GREASE TO BREAK BOND (MIN ' 3 a, � CONTROL JOINT LOCATIONS) S) / ( DOWELS THUS) 18. PORTLAND CEMENT SHALL CONFORM TO ASTM C150. co >- 19. AGGREGATE SHALL CONFORM TO ASTM -33 FOR NORMAL WEIGHT CONCRETE. -- FILTER FABRIC AROUND PI (TYP) 20. READY MIX CONCRETE SHALLBE MIXED AND DELIVERED IN ACCORDANCE WITH AST )NDED TO L PIPE IWICAL KASONRY WALL EXPANSION JOINT C-94. , NO SCALE 21 . ADMIXTURES SMALL NOT BE USED UNLESS APPROVED BY THE ENGINEER. TYPICALLOUT: 22. CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LATEST ACI CODE \ � � \� t\ (NOMINAL DIMENSIONS) 8 X 8 X 16 BLOCK (ACI 318) AND DETAILING MANUAL (ACI 315) UNLESS OTHERWISE DETAILED OR12 X 8 X 1fi K NOTED ON DRAWINGS. 18 X 8 X 16 BLOCK PIPE 1" CLR FROM WALL TYP ALL AROUND MMONRY. MALL FOOTINGS 23. SAND SHALL CONFORM TO ASTM C144. HEEL (TYP) (TYP) PIPE THROUGH WALL DETAIL TOP OF FOOTING 24. MORTAR SHALL CONFORM TO ASTM C270 AND SHALL BE TYPE S FOR REGULAR STRENGTH U2 _ ALL (TYP'.) 2'--o"LAP MASONRY WITH A MINIMUM 28-•DAY COMPRESSIVE STRENGTH OF 1,8OQ PSI. HIGH NO SCALE STEM j " 5 12" LONG.,STRENGTH MASONRY MORTAR SHALL BE E M WITH A MINIMUM 28--DAY COMPRESSIVELENGTH 2 CLR. NAL STRENGTH OF 3,750 PSI. { 211_O" FOOTING REINF CL . rn 25. GROUT SHALL CONFORM TO ASTM C476 AND SHALL HAVE MINIMUM 28�-DAY 20'--0" CENTERS 20'- " CENTERS A i " COMPRESSIVE STRENGTH OF 2,000 PSI FOR REGULAR STRENGTH MASONRY. FOR NIGH ------ STRENGTH MASONRY THE COMPRESSIVE STRENGTH OF GROUT SHALL BE EQUAL OR GREATER (MAX) (MAX) THAN THE COMPRESSIVE STRENGTH OF THE CONCRETE MASONRY UNITS. 16 4 04 12 JOINT " 26. CONCRETE MASONRY UNITS (CMU) SHALL BE HOLLOW, GRADE N, MEDIUM WEIGHT (FULL HEIGHT OF MALL ONLY, ;OS " CLR. " UNITS CONFORMING TO ASTM C90 WITH MINIMUM COMPRESSIVE STRENGTH OF 1,900 1" DEEP RAKED NOT IN FOOTING, UNO) ALL BAR CLEARANCES TOE (TYP) 0 z PSI (F'M = 1,500PSI) FOR REGULAR STRENGTH MASONRY, AND F'M = 2,50OPSI FOR HIGH 1'_®" 1'--0" 0 STRENGTH MASONRY. COLOR SHALL BE A REQUIRED BY THE OWNER. VERT NERD JOINT STOP EVERY ER NORIZ FROM OUTSIDE FACE REINF BAR 0 JOINT OF BLOCK 0 0 27. CONTRACTOR SHALL SUBMIT S E OF BLOCKS TO OWNER FOR APPROVAL PRIOR TO to • ♦ » � .a . PLAN VIEW SECTION START OF CONSTRUCTION. a " 28. ALL BLOCKS SHALL BE LAID TO MAINTAIN VERT I CAL CONTINUITY OF THE CELLS TO BE -~ •.a .•..• . FILLED SUCH THAT THERE IS A CONTINUOUS UNOBSTRUCTED VERTICAL CELL MEASURING LOCK UNIT DETAIL TYPICAL FOOTING DETAIL NOT LESS THAN 2 X 3". BLOCKS SHALL BE LAID IN RUNNING BOND. SEE DETAIL 3 NO SCALE NO SCAB THIS SHEET FOR NOMINAL DIMENSIONS AND CLEARANCE. FRONT FACE O r MASONRY WALL 00 29. PROVIDE CONTROL JOINTS AND EXPANSION JOINTS IN WALLS (NOT FOOTINGS) PER 1/2" (MIN) DEPTH CAULKING Sol - DETA I LS ON THESE PLANS. REINFORCING AS-MILT >( "AS BUILT" ET SHEETS30. LOOSE MORTAR FALLING INTO ANY CELL THAT CONTAINS VERTICAL STEEL RECEIPT OF AS ILT CITY'S A OF NOT ABSOLVE SHALL BE REMOVED PRIOR TO GROUTING CELLS. PLANNING 0 DESIGN 0 CONSTRUCTION SUSDIVIDER/ DEVELOPER OF ANY RESPONSIBILITY FOR THEIR ACCURACY. 29 ENGINEERING DEPARTMENT D WPICAL RMSONRY WALL CONTROL JOINT co LLJ NO SCALE No.s5232 REET IMPROVEMENT PLANS Exp.os/3o12033 �. c �CENTER ,SDRIVE tt�oJACKWN AVENUE c CKPORNIA 92 22 ENGINEER OF WORK RCE DATE a s �► CONSULTING 9%676M42 ® FAX 9St676.7240 ® "� Under around Service Alert BENCH MARK APPROVED FOR S I GNAT E OF C� �� °° T APPROVED oG RECOMMENDED BY: DATE: eEF°R� roe RIVERSIDE TY ARIC T-59-81: I I SCALE PREPARED Y DATE ROBERT K. ING MATE V_ �~ o o Call: TOLL FREE . LOCA 124.8' I ITN '� NOR i ZONTAL IIdG CITY I 2hr 4/ .6'N• M A • 2'S• ' �' a:. • � ACCEPTED BY: DATE: A 6 IN LINK a..k. .��.-_ �►�� 1- A STATION SITE 10' . AS NOTED _ BY: CT NO. NO .•.•.:::::::: GREG BUTLER R C E NO. 47109 422-4133 �I ' . EF . HIT DATE DATE INITIAL DATE INITIAL rl :� D I RECTOR OF PUBLIC WORKS P.P. 7 2E; FIBERGLASS I 1'' NORTH. CITY I ETA VERT I CAL 04AD W.. HARDEN REVISION DESCRIPTION BY: 07-311 1 - � CITY OF TEMECULA Two WORKING DAYS BEFORE YOU DIG DA DATE: 1-31-8►3 ELEVATION11 .072 R.C.E. NO. 5894 AS NOTED R.S.E NO. S5232 I NO- CITY APPROVAL FIELD j 3» 1'—o» SLOPE VARIES 2:1 MAX T.W. ELEV PER PLAN - -� I RIM ELEV. PER PLAN co � co FLOWLINE ELEV. CIO 6"X6" 1.4X1.4 WWM V-DITCH A V"MD18TC.4H DETAIL pNmO SCALE V DITCH A FINISH GRADEADE m __ '' �-• RETAINING WALL LOL FINISH GRADE 1 RETAINING WALL LOL TW ELEV PROFILEPER 24" IN BOND BEAM BLOCKS TW ELEV. PER PROFILE/ PROVIDE DRAINAGE PLAN 8" NOMINAL SOLLD GROUT ALL CELLS P TAILS T S-1 PROVIDE DRAINAGE 24" IN BOND BEAMS PER DETAIL SHEET -1 — — — — — — — —— — — — — — "a" BARS 4» „ 8" NOMINAL CMU. SOLID » IGRADE a BARS GROUT ALL CELLSCLR � #4 24 HORIZ 12 BLOCK ¢ » (2)� 4" HORIZ 4 2 BLOCK 12" I SOLLD RE WALL LOL CLR " x �� MORTAR CAP ORTAR CAP 12 NOMINAL CMU. SOLID � GROUT �L CELLS � GROUT ALL CELLSV. BARS TW ELEV. _ \ � " " 244 24" HORIZ b B 16" BLOCK PER PROFILE " 16" PLAN 4 IN BOND BEAMS z » 1 a.. z PROVIDE DRAINAGE 2"x4" CONT KEY-WAY � J == 2"x4" CONT KEY-WAY cry � CLR 16" NOMINAL ID PER DETAIL SHEET S-1 ��F OINT SHALL BE CLEAN ,_-- -- -- __ — �%F OINT SHALL BE CLEAN 1 z CLR LAITANCE ` ORTAR C GROUTALL CELLS " " LAITANCE 9-4 FINISH GRADE PERa BARS � � �, x 8" NOMINAL CMU. SOLID FINISH GRADE PER TOE PROFILE/PLAN TOE L7 a-if _ GROUT ALL CELLS 4„ PROFILE/PLAN � . � `� » = � » 16" FINISH G PER PROFILE/PLAN TOE #4 0 12 MAX o ® t 2 4 CLR TF ELEV. , `�' BOTTOM �.. CLR �' �'�'��'f� ' ' N PER PROFILE . ������.�,.�a'WxW 0 z 0 \ �� �, , , a N � " T ELEV 2 TF ELEV. •- CONT 2 PER PROFILE PER PROFILE (2)-#4 CONT F- PLAN N- "k" BARS (4)-#4 CONT cr- r04 #4 CONT 012" " 0 12 " ( )-,#4 CONT 3» MAX TOP ac BOTTOM # 12 CLR o- 1 BARS "k" BARS " CONT 4 12 1 _4 W 1 '_0» "a" BARS L 12» X BOT w so 2"x4" CONT. -WAY (JOINT SHALL BE CLEAN OF LAITANCE) WALL SCHEDULE WALL SCHEDULE H MAX R MAX W TOE T K "®" "k" WALL SCHEDULE H MAX MAX C MIN MIN A MAX TOE K T "a" "b" "a" "k" 10'-O" 9'-6" 4'-8" '- " 2'-0" 11'-11" 4'-8" 3'-11" 1'-4" 4 6" 4016 -6 3-10 1 " » 4-0 3 1 -8 -0 6 -- H MAX MAX A B MIN W TOE T K a b k � 12'-0" 11'-6" fi'-0" 4'- " 2'-0� 15'-3" 5'-3" 5'-0" 1'-8" 4 6" �16" 69-0" 5-fi 6 -8 2-8 1 -0 2-0 �12 8'-0" 7 4'- " -8 1 -2 2-10 6 #6 #5 NOTE: ALL 16"x8"x1 " BLOCK SHALL BE HIGH STRENGTH BLOCK. SEE NOTES ON SHEET S-1 E . -RETAINOING WALL TYPE1 RETAININ"(63 WALL TYPE 2 F;U E TA I Nftm HN"' WA L Im T Y P E, 3ft E SCALE: 1/2" = 1 '-O" SCALE: 1/2" = 1 '-0" SCALE: 1/2" = 1 '--0" ry 00 z . 0 00 > E,S AS BUILT" SHEETCITY OF MURRI RECEIPT AS ILT S CITYS A T tom'T S NOT OLVE U SUBDIVIDER/ IBILITY F THEIR AC CY. ENGINEERING DEPARTMENT au PLANNING DESIGN CONSTRUCTION IMPROVEMENT PLANS c No.S5232 COUNTY DRIVE,S 100 � Exp.06/30/20�3 Ec cau A 92W-W22 I OF W DATE JAC*(SON AVENUE Ir �, CONSULTING 951.576. 2 • FAX 95t676.7240 UCT4 Kt: -NING WALL SECTIONS Under around Service Alert BENCH MARK APPROVED FOR S I GNAT E 4F h�1�D o� Tic ��ORE Y RIVERSIDE TY T-59-81: I Di I - -- 0 ROBERAPPROVED RECOMMENDED BY. DATE. e a SCALE PREPARED BY DATE I DATE �a Call' TOLL FREE ATE. L 124.8' CLINTONITH HORIZONTAL T - raa {{ 47 6' . OF A 2'S. A ' I LI r ACCEPTED BY: DATE: 1-8 ACTING CITYENGINEER ���, A STATi SITE 10 F HITCH AS NOTED DATE INITIAL BY. CT DRAWING 1 ,Ar Ono... GREG BUTLER - R.C.E NO. 47109 422-4133 DATE < DATE INITIAL .N D I RECTOR OF PUBLIC WORKS P.P. 07 2E, FI I 1 NORTH. VERT I CAL BY. 0 CITY I ETA W. NAB � REVISION DESCRIPTION � 0�-31� CITY OF TEMECULA TWO WORKING DAYS BEFORE YOU DIG DA DATE: 1-31- ELEVATION11 .072R.C.E. N®. 99$ AS NOTED R.S.E 55232 ENGINEER CITY FIELD ..