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HomeMy WebLinkAboutLot 3 Bel Vista Street & Storm Drain Improvement PAVING NOTES 1. STANDARDS. ALL WORK AND MATERIALS (I.E. , ASPHALT CONCRETE (AC) PAVEMENT, PORTLAND CONCRETE CEMENT (PCC), BASE COURSE, ETC.) SHALL CONFORM �p0 TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (I.E. , GREENBOOK) LATEST EDITION, THE ENGINEERING AND CONSTRUCTION MANUAL, CITY OF TIPME L �P CITY AND ENGINEERING STANDARDS AND REQUIREMENTSTEMECULA . F DUCK POND 2. PERMIT REQUIREMENTS. A GRADING OR ENCROACHMENT PERMIT(S) SHALL BE OBTAINED PRIOR TO PAVING. BEFORE OBTAINING AN ENCROACHMENT PERMIT, A �P 0 CERTIFICATE OF INSURANCE AND THE REQUIRED BONDING (FOR PUBLIC IMPROVEMENTS) SHALL BE PROVIDED TO THE CITY ENGINEER. A CALTRANS ENCROACHMENT PERMIT MAY BE REQUIRED. TR 23992 m LOT 3 ® BELVISTA m PHASE C 3. SOIL STERILIZER. AN APPROVED SOIL STERILIZER SHALL BE USED ON ALL BASE GRADE SURFACES PRIOR TO PAVING. 4. PRIME COAT. PRIME COAT IS REQUIRED ON SUBGRADE OR BASE WHEN THE BASE IS SUBJECTED TO SUBSTANTIAL CONSTRUCTION TRAFFIC (OR WHEN LONG TIME �G�o� PROJ ECT PERIODS ELAPSE BEFORE AC IS PLACED), AS DETERMINED BY THE SOILS ENGINEER AND APPROVED BY THE CITY ENGINEER. PRI VA TE TREET A ND S TORM RA IN PP SITE 4 Ln r 5. TYPE I SLURRY. PRIOR TO PROJECT FINAL COMPLETION AND ACCEPTANCE OF STREETS INTO THE CITY'S MAINTAINED SYSTEM, TYPE I SLURRY SHALL BE PLACED OVER THE ASPHALT CONCRETE PAVED PROJECT STREET(S), AS DIRECTED BY THE CITY ENGINEER. THE ENTIRE ROADWAY WIDTH SHALL BE SWEPT AT 4 E LEAST 3 TIMES OR AS DIRECTED BY THE CITY ENGINEER. PHASE BIMPROVEMENT PLANS w 6. FOG SEAL. FOR PRIVATE DEVELOPMENT, ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN 14 DAYS FOLLOWING PLACEMENT OF THE ASPHALT SURFACING AND SHALL BE APPLIED AT A RATE OF 0.05 GALLONS PER SQ. YD. THE ASPHALT EMULSION SHALL CONFORM TO SECTIONS 37, 39 AND 94 OF THE STATE STANDARD SPECIFICATIONS. N F� 7. TACK COAT. A TACK COAT SHALL BE APPLIED TO EXISTING PAVEMENT AND VERTICAL JOINTS, CONCRETE SURFACES AND ASPHALT CONCRETE BASE COURSE, IF IT HAS BEEN EXPOSED TO VEHICULAR LOADS. THE TACK COAT SHALL BE SLOW SETTING ANIONIC EMULSIFIED ASPHALT TYPE `SS-1H" CONFORMING TO THE / N\ PHASE A �'FG GREENBOOK. MARIE CALLENDER'S 8. CERTIFICATION/TESTING. ALL SUBGRADE AND BASE GRADE SHALL BE CERTIFIED BY A LICENSED LAND SURVEYOR. BASE AND AC MATERIALS SHALL BE TESTED IN DUCK POND MoR � ACCORDANCE WITH THE CITY S QUALITY ASSURANCE PROGRAM (QAP) AND/OR AS DIRECTED BY THE CITY ENGINEER. 9. PAVING MATERIALS. / \ x��F���, oA a. AC MATERIALS. 1. AC MATERIALS SHALL CONFORM TO SECTION 203-6 OF THE GREENBOOK AND CITY STANDARDS. i . TYPE C2 PG70-10 FOR FINISH AND OVERLAY COURSES. THIS COURSE SHALL BE A MINIMUM OF 0.12 FOOT (14 INCHES) THICK INCLUDING EMBASSY SUITES GRIND AND OVERLAY INSTALLATIONS. N/ TR #393 � �` fiR S Rq Vrs ii . TYPE B PG70-10 FOR BASE COURSE. THIS COURSE SHALL CONTAIN THE BALANCE OF THE REQUIRED ASPHALT CONCRETE THICKNESS. THE MINIMUM AC LIFT FOR BASE COURSE IS 0.21 FOOT (24 INCHES). N 1� 2. THE MINIMUM AC THICKNESS IS 0.33 FOOT (4 INCHES). 3. THE MAXIMUM AC LIFT IS 0.33 FOOT (4 INCHES). / / ` VICINITY MAP NOTE: 'SHOVING- IS A TYPE OF AC PAVEMENT FAILURE THAT MAY BE CAUSED BY ASPHALT MIXES THAT ARE TOO RICH IN ASPHALT, THAT HAVE \. OPEN SPACE EMERAL MOTES NOT TO SCALE COURSE/FINE AGGREGATE THAT IS TOO ROUNDED, ETC. TYPICALLY, SHOVING RESULTS AT HILLS, CURVES OR INTERSECTIONS, CAUSED BY BRAKING OR ACCELERATING VEHICULAR FORCES. TO PREVENT OR MINIMIZE SHOVING, THE CITY RESERVES THE RIGHT TO REQUIRE A MODIFIED AC MIX DESIGN r 1 . STANDARDS. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CURRENT EDITION OF THE CITY'S IMPROVEMENT \ STANDARD DRAWINGS FOR PUBLIC WORKS CONSTRUCTION AND SUBSEQUENT AMENDMENTS) , THE CITY'S ENGINEERING AND WITH PROPERTIES THAT PROVIDE HIGH STABILITY (I.E. , ABILITY TO RESIST SHOVING AND RUTTING, ANGULAR AGGREGATE PARTICLES WITH A ROUGH / -�.,�------�° / ` � ( } SURFACE TEXTURE, ETC.) IN COMPLIANCE WITH THE GREENBOOK AND/OR CALTRANS SPECIFICATIONS. ,,, ` LOT 3 \ CONSTRUCTION MANUAL, CITY CODES AND REQUIREMENTS. b. BASE MATERIALS. �i' �.° \\;\ 2. EMERGENCY TELEPHONE NUMBERS. (ANSWERING MACHINE IS NOT ACCEPTABLE): 1. BASE MATERIALS SHALL CONFORM TO PROVISIONS OF THE GREENBOOK AND CURRENT CITY STANDARDS. 2. FOR STREET SECTIONS, BASE COURSE MATERIAL SHALL BE CRUSHED AGGREGATE BASE (CAB) OR CRUSHED MISCELLANEOUS BASE (CMB) PER SECTIONS f \\ TRENT HEINER WOODSIDE HOMES 949-456-5044 200-2.2 AND 202-2.4 OF THE GREENBOOK. PRINCIPAL AND URBAN ARTERIAL ROADS REQUIRE CAB. , A/ C. PORTLAND CONCRETE CEMENT. ALL PCC USED SHALL BE IN CONFORMANCE TO THE GREENBOOK. (RESPONSIBLE\ \ PERSON DEVELOPER COMPANY 24-HR PHONE NUMBER) MIX DESIGNS DAYS PRIOR TO PAVING THE PROPOSED MIX DESIGNS FROM THE SUPPLYING ASPHALT OR CONCRETE PLANT SHALL BE SUBMITTED 10. TEN WORKING DESIGN(S) TO THE CITY FOR REVIEW AND APPROVAL. THE MIX DESIGN(S) SHALL CLEARLY SHOW THAT THE DESIGN MEETS ALL CITY AND GREENBOOK REQUIREMENTS. 11 . STREET SECTIONS. STREET STRUCTURAL SECTIONS SHOWN ON PLANS ARE TENTATIVE (I.E. , THEY'RE USED FOR BONDING PURPOSES). THE FINAL STRUCTURAL u t} ' , \ { SECTION REQUIREMENTS SHALL BE DETERMINED BY ADDITIONAL SOIL TESTS, AFTER ROUGH GRADING. THE STRUCTURAL SECTION DESIGN SHALL BE REVIEWED , � �� � RESPONSIBLE PERSON/CONTRACTOR) . (COMPANY) (24-HR PHONE NUMBER ®PEN LOT METHODOLOGY SET FORTH IN CHAPTER 600 OF CALTRANS HIGHWAY DESIGN MANUAL AND APPROVED BY THE CITY ENGINEER. SAID DESIGN SHALL ADHERE TO THE E AND SHALL UTILIZE THE R VALUE METHOD (I.E. , R VALUE TESTS SHALL BE CONDUCTED IN ACCORDANCE WITH CALIFORNIA TEST NO. 301 AND SHALL BE \ \ REQUIREMENT. RE CERTIFIED BY A REGISTERED CIVIL ENGINEER). THE NUMBER AND LOCATIONS OF THESE TESTS SHALL BE SUBJECT TO APPROVAL BY THE CITY ENGINEER. 3. LICENSE PERMIT�D �� � � Q 12. COMPACTION. PRIOR TO PLACEMENT OF BASE MATERIAL AND AC, COMPACTION REPORTS BY A SOILS ENGINEER, CERTIFYING 95% COMPACTION OF SUB-GRADE AND Ver P \ a . PRIOR TO START OF ANY WORK, A BUSINESS LICENSE SHALL BE OBTAINED FROM THE CITY. BASE MATERIAL, SHALL BE SUBMITTED TO THE CITY ENGINEER. -COMPACTION TEST OBSERVATION OF SUB-GRADE AND BASE GRADE MATERIALS SHALL BE 4` ° F HA COORDINATED TO INCLUDE THE SOILS ENGINEER AND THE PUBLIC WORKS INSPECTOR. jl , d,® b. A GRADING PERMIT SHALL BE OBTAINED, PRIOR TO ANY WORK ON PRIVATE DEVELOPMENT. THE PERMIT AND AN APPROVED ° 13. PAVING INSPECTIONS. SET OF IMPROVEMENT PLANS MUST BE PRESENT AT THE JOBSITE DURING CONSTRUCTION. `' � � ' � �,�° TRACT 22?61 r` �` � \ N ��`® \ a. BASE GRADE INSPECTION. ONE I NSPECT I ON AT SUB-GRADE COMPLETION (PRIOR TO PLACEMENT OF BASE) IS REQUIRED BY THE DEPARTMENT OF PUBLIC APPROVAL OF THESE PLANS BY THE CITY DOES NOT RELIEVE THE APPLICANT AND ENGINEER OF WORKS. / \ / 4. ERRORS OR OMISSIONS.RECORD FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. f `��� \ 5. WORKING HOURS. CITY ORDINANCE NO. 94-25 STATES THAT NO PERSON SHALL ENGAGE IN OR CONDUCT CONSTRUCTION b. PAVING I NSPECT I ONS. TWO PAVING I NSPECT I ONS ARE REQU I RED BY THE DEPARTMENT OF PUBLIC WORKS: (1) PRIOR TO PAVING, AT BASE GRADE � �\~ ----"" /� ACTIVITY, WHEN THE CONSTRUCTION SITE IS WITHIN ONE-QUARTER OF A MILE OF AN OCCUPIED RESIDENCE, BETWEEN THE COMPLETION; AND (2) DURING PLACEMENT OF AC. �� `- - ---'" HOURS OF 6: 30 PM AND 6: 30 AM, MONDAY THROUGH FR I DAY AND SHALL ONLY ENGAGE I N OR CONDUCT CONSTRUCT I ON c. DRIVEWAYS. ALL ONSITE PRIVATE RES I DENT I AL DRIVEWAYS SHALL COMPLY WITH THE APPROVED PLANS AND CITY STANDARDS, AND SHALL BE INSPECTED t -- -- - N \ ACTIVITY BETWEEN THE HOURS OF 7: 00 AM AND 6: 30 PM ON SATURDAY. NO CONSTRUCTION ACTIVITY SHALL BE AND CLEARED BY THE CITY ENGINEER PRIOR TO PAVING. �' UNDERTAKEN ON SUNDAY AND NATIONALLY RECOGNIZED HOLIDAYS. 14. UTILITIES. ALL UNDERGROUND FACILITIES AND LATERALS SHALL BE IN PLACE PRIOR TO PAVING. `°° 6. REGULATORY AGENCY CLEARANCES. THE ISSUANCE OF A PERMIT BY THE CITY DOES NOT IMPLY OR PROVIDE ANY 15. TRENCHING FOR UTILITIES. ALL STREET TRENCHES SHALL CONFORM TO CITY AND ENGINEERING STANDARDS. REFER TO CITY STANDARD N0. 407 , CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULATING THE PROVISIONS OF STATE OR FEDERAL ENDANGERED SPECIES "TRENCH/POTHOLE REPAIR" FOR TRENCH MAINTENANCE AND/OR REPAIRS. IF TRENCHES IN CLOSE PROXIMITY AND PARALLEL TO GUTTER L I NES RESULT IN ® ACTS OR WATER QUALITY REGULATIONS. THE APPROPRIATE CLEARANCES FROM THESE AGENCIES SHALL BE OBTAINED PRIOR t \ TO ANY SITE DISTURBANCE OR GRADING. LEAVING PAVEMENT STRIPS IN DISTRESS OR LESS THAN TWO FEET IN WIDTH (BETWEEN THE TRENCH AND GUTTER LINE), SAID PAVEMENT STRIPS SHALL BE E REMOVED AND REPAVED, AT THE DISCRETION OF THE CITY ENG I NEER. A TACK COAT SHALL BE APPLIED TO JOIN EXISTING ASPHALT CONCRETE AND VERT I CAL �� 7. CONSTRUCTION CHANGE. ANY CONSTRUCTION CHANGE MUST BE FIRST SUBMITTED TO THE CITY AS A REDLINE REVISION FOR SURFACES IN COMPLIANCE WITH THE GREENBOOK. `° F S \ REVIEW AND APPROVAL PRIOR TO IMPLEMENTING THE CHANGE IN THE FIELD. REFER TO THE CITY'S ENGINEERING AND 16. PARKING LOT GRADE. THE MINIMUM AC OR CONCRETE PAVEMENT GRADE SHALL BE ONE PERCENT (1%). CONSTRUCTION MANUAL. E �� ` 17. GUTTER LIP. A 3/8 INCH LIP SHALL BE PLACED ADJACENT TO CONCRETE GUTTERS IN ACCORDANCE WITH CITY AND ENGINEERING ti 8. PRE-CONSTRUCTION MEETING. A PRE-CONSTRUCTION MEETING SHALL BE SCHEDULED TWO WORK DAYS PRIOR TO THE START in STANDARDS. REFER TO STANDARD N0. 200. °~ � '1 OF CONSTRUCTION. DURING CONSTRUCTION, A DEPENDABLE AND RESPONSIVE CONTRACTOR'S REPRESENTATIVE SHALL BE AT n- °1 THE JOB SITE AT ALL TIMES. M 18. PAVING DETAIL AROUND MANHOLES, VALVE COVERS, ETC. ALL PAVING AROUND MANHOLES, UTILITY VALVE COVERS, ETC. SHALL 9. UTILITIES. APPROVAL OF THESE PLANS BY THE CITY DOES NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OR BE IN ACCORDANCE WITH THE GREENBOOK REQUIREMENTS, UTILITY AGENCY REQUIREMENTS, CITY AND ENGINEERING STANDARDS. COMPLETENESS OF THE LOCATION, NOR THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND UTILITIES WITHIN THE REFER TO CITY STANDARD NO. 503 "PAVING DETAIL AROUND MANHOLE." PROJECT LIMITS. ANY UTILITY DAMAGED DURING THE PERFORMANCE OF THE WORK SHALL BE REPAIRED OR REPLACED TO i 19. AC PLACEMENT. THE METHOD OF DEPOSITING, DISTRIBUTING ( I .E. , USING A SELF-PROPELLED SPREADING/FINISHING MACHINE) THE SATISFACTION OF THE GOVERNING AGENCY BY THE CONTRACTOR, AT HIS EXPENSE. AND ROLLING AC SHALL BE IN ACCORDANCE WITH THE GREENBOOK. ° >, LOCATION MAP 10. SURVEY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER OF RECORD AND TO INSTALL o ° SCALE: =150' STREET CENTERLINE MONUMENTS, AS REQUIRED BY RIVERSIDE COUNTY ORDINANCE NO. 491 . CENTERLINE TIES SHALL BE 20. ACCEPTANCE OF PRODUCT. THE CONTRACTOR SHALL REPAIR ANY DEFECTIVE SURFACING DUE TO GRADE SETTLEMENT OF FILLS, , PROVIDED TO THE CITY ENGINEER, UPON COMPLETION OF THE PROJECT AND BEFORE ACCEPTANCE IS GRANTED. ALL TRENCH FILLS OR BASE MATERIAL, AS REQUIRED BY THE CITY ENGINEER. NO PAVEMENT "BIRDBATHS" OR DEVIATIONS GREATER *° ��` EXISTING MONUMENTATION (DISTURBED OR DESTROYED DURING CONSTRUCTION) SHALL BE REPLACED TO CITY STANDARDS IN THAN 1/8 INCH IN SIX FEET SHALL BE ACCEPTED. '�- ACCORDANCE WITH THE LAND SURVEYORS ACT AND THE STREETS AND HIGHWAY CODE, AND AS APPROVED BY THE CITY ENGINEER. UPON REQUEST, SURVEY CUTS SHEETS SHALL BE PROVIDED TO THE CITY ENGINEER. 21 . PROTECTION OF WORK. THE CONTRACTOR SHALL: (A) PROTECT EXISTING STRUCTURES, CURB AND GUTTERS, SIDEWALKS, 11DUST CONTROL. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS, AS APPROVED BY THE CITY ENGINEER AND o . LANDSCAPING, CATCH BASIN DEPRESSIONS AND OTHER SURFACE FEATURES AGAINST DAMAGE CAUSED BY PAVING OPERATIONS AND SHALL COMPLY WITH SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT'S (SCAQMD) RULE 403. c~n ASPHALT SPRAY; (B) PROTECT COMPLETED WORK; ALL VEHICULAR TRAFFIC (I .E. , MOVING OR STATIONARY LOADS) SHALL BE KEPT OFF NEWLY PAVED AREAS UNTIL PAVEMENT SURFACES HAVE COOLED DOWN ADEQUATELY; (C) CLEAN THE SITE ( I .E. , NNOAL DESCRlPT1OH: DEVELOPER OWNER 12. CONSTRUCTION FENCING. A SIX FOOT CHAIN LINK FENCE IS REQUIRED ON ALL INDUSTRIAL AND COMMERCIAL PROJECTS 0) UNTIL ROOF SYSTEMS ARE COMPLETED OR AS DEEMED NECESSARY BY THE CITY ENGINEER FOR PUBLIC SAFETY. THE REMOVE LOOSE PAVEMENT AND AGGREGATE, CLEAN OUT ALL MANHOLE PITS, ENSURE FREE OPERATION OF VALVES AFTER PAVING, REAL PROPERTY IN THE CITY OF TEMECULA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, WOODSIDE HOMES MAINTENANCE OF THE FENCE IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. REMOVE ALL DEBRIS, RUBBISH AND EXCESS MATERIAL FROM WORK AREA, ETC. ) . DESCRIBED AS FOLLOWS: 11870 PIERCE STREET, SUITE 250 13. INSPECTIONS. ALL WORK PERFORMED WITHOUT PROPER INSPECTION FROM THE CITY MAY BE SUBJECT TO REJECTION. w .. LOTS 1 , 2 AND 3 AS SHOWN BY TRACT MAP 23992, ON FILE IN BOOK 231 PAGES 9 THROUGH RIVERSIDE, CA 92505 cn 22. OTHER CONSTRUCTION NOTES. REFER TO SEPARATE NOTES FOR GENERAL, GRADING, AND 'EROSION AND SEDIMENT CONTROL 12 OF MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA. CONTACT : TRENT HEINER 14. OTHER CONSTRUCTION NOTES. REFER TO SEPARATE NOTES FOR GRADING, EROSION AND SEDIMENT CONTROL, PAVING AND `C REQUIREMENTS. EXCEPTING THEREFROM THAT PORTION OF LOT 2 SET OUT IN THAT ORDER OF PHONE : (949) 858-4980 TRAFFIC REQUIREMENTS, IF APPLICABLE. a- BASIS OF BEARINOS NOTE: NOTICE NO THE CONTRACTOR CONDEMNATION RECORDED JUNE 20, 1997 AS INSTRUMENT NO. 97-218033 DESCRIBEDAS W THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR BEGINNINGSAT THE MOST WESTERLY CORNER OF SAID LOT 2, ALSO BEING THE SOUTHWEST ASSESSORS PARCEL MUMBER: � THE BEARINGS SHOWN HEREON ARE BASED ON A STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE CORNER OF PARCEL 2 OF PARCEL MAP NO. 23624 AS SHOWN BY MAP ON FILE IN BOOK 169 OF SHEET INDEX PORTION OF THE CENTERLINE OF YNEZ ROAD AS AVAILABLE RECORDS. APPROVAL OF THIS PLAN BY THE CITY OF TEMECULA, 944-330-003 SHT. 1 GENERAL NOTES, LEGEND, VICINITY MAP AND LOCATION MAP1-11 SHOWN ON TRACT NO. 23992, M.B. 231/9-12 BEING PARCEL MAPS AT PAGES 24 THROUGH 26 THEREOF MAPS, RECORDS OF RIVERSIDE COUNTY, IN N 48° 15' 11"W EASTERN MUNICIPAL WATER DISTRICT AND RANCHO CALIFORNIA WATER CALIFORNIA, THENCE NORTH 71°25'31" EAST ALONG THE NORTHERLY LINE OF SAID STREET IMPROVEMENTS 0 DISTRICT DOES NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OR LOT 2, ALSO BEING THE SOUTHERLY LINE OF SAID PARCEL 2, AT DISTANCE OF 73.50 FEET; � COMPLETENESS OR THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND THENCE SOUTH 47°22'37" EAST, DISTANCE OF 10. 15 FEET; THENCE SOUTH 2O*00'00 SHT. 2 INDEX MAP & CONSTRUCTION NOTES PLANNING ■ DESIGN ■ CONSTRUCTION UTILITY PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. THE EAST, DISTANCE OF 412.45 FEET; THENCE SOUTH 40°00'00" WEST, DISTANCE OF SHT. 3 DETAIL SHEET CONTRACTOR IS REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEANS TO 75.43 FEET TO THE WESTERLY LINE OF SAID LOT 2, ALSO BEING THE EASTERLY LINE OF SHT. 4 CALLE LUMINA o PROTECT THE UTILITY LINES NOT OF RECORD OR SHOWN ON THIS PLAN. INTERSTATE HIGHWAY 15 AS SHOWN ON SAID TRACT NO. 23992; THENCE NORTH 15°45'23 STORM DRAIN LINE "D" o WEST ALONG SAID WESTERLY LINE OF LOT 2 AND EASTERLY LINE OF INTERSTATE STORM DRAIN LINE "E" 40810 COUNTY CENTER DRIVE, SUITE 100HIGHWAY 15, A DISTANCE OF 181 . 12 FEET; THENCE NORTH 25°36" WEST. `C TEMECULA, CALIFORNIA 92591-6022 SHT. 5 CALLE LUMINA j C O N S U LT 1 N 6 951.676.8042■ FAX 951.676.7240 - www.RBF.com CONTINUING ALONG SAID LINE, A DISTANCE OF 218.60 FEET TO THE POINT OF BEGINNING. CALLE CELESTE o LD12-109CO Q CONSTRUCTION RECORD BENCH MARK OF SS DESIGNED BY DRAWN BY CHECKED BY DRAWING NO. % DIG-.ERT T-32-81 RESET 1987, A 2 1 2" DISK SCALE ��Q� l�N,�l M. DOTY M. DOTY M. DOTY CITY O TEMECULA DEPARTMENT OF PUBLIC WORKS N I N CONCRETE WALK NEAR THE/ ,`<v� �`E` A- OO F2 HORIZONTAL >► ANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED BY: �� ,, DATE: J o DIAL TOLL 1� CONTRACTOR INTERSECTION OF FRONT STREET AND ? �Q .c 2 RANCHO CALIFORNIA ROAD IN THE W m Thr PRIVATE STREET AND STORM DRAIN 1-$00-227-2SIDEWALK OF A BRIDGE OVER THE AS NOTED �, _ G1 INSPECTOR No, 73744 - DATE: / / ze'/3 `~� IMPROVEMENT PLAN- TR 23992 PHASE C Q MURR I ETA CREEK ON THE NORTHWEST ACCEPTED BY: � DATE: I ZZ Uzi AT LEAST T1M0 DAYS CORNER OF BRIDGE. VERTICAL MARK A. DOTY n BEFORE YOU CWG DATE COMPLETED sTgT ClVtL ���`r GREG B TLER 9 .....>.::: .:.:.:.:.. ~ TITLE SHEET OF R.C.E. NO. 73744 DIRECTOR OF PUBLIC WORKS/CITY ENGINEER 'ao�.*- .a4 SHEET OF UNDIERGROUND SERVICE ALERT OF SOUTHERN CAUFORNIA ELEVATION - 1007.337 DATE BY REVISIONS DATE ACC'D AS NOTED R.C.E. 47109 1 5 . CONSTRUCTION NOTES QUANTITY UNIT CONSTRUCT 0.33' AC W/SEAL COAT OVER 0.50' CRUSHED AGGREGATE BASE OR AS REQUIRED By A.C. 499 TON THE SOILS ENGINEER (20,767 SQFT) A.B. 385 C.Y. �ICONSTRUCT MODIFIED ROLLED CURB PER DETAIL ON SHEET 3 19394 L.F. CONSTRUCT MODIFIED 6" CURB PER DETAIL ON SHEET 3 161 L.F. <0� CONSTRUCT MODIFIED CONCRETE ACCES RAMP 1 EA. CONSTRUCT CONCRETE CROSS GUTTER PER CITY OF TEMECULA STD, NO. 211 676 S.F. N, CONSTRUCT 4' CONCRETE WALKWAY PER CITY OF TEMECULA STD. NO. 401 3,013 S.F. 00 a CONSTRUCT 6CONCRETE WALKWAY PER CITY OF TEMECULA ST. NO. 401 923 S.F. *0 00 4 EA. WARP CURB FROM MODIFIED 6" CURB TO MODIFIED ROLLED CURB 14 4 EA. If -6 TO MODIFIED ROLLED CURB 0000 @ WARP CURB FROM D -6 CURB (6" CF) PER CITY OF TEMECULA STD. NO. 204A �f .s T> 4 � i 19 CONSTRUCT TYPE D 192 L.F. -O" WIDE RIBBON GUTTER PER DETAIL ON SHEET 3 3 142 L.F. CONSTRUCT 000 CONSTRUCT LOCAL DEPRESSION AND MODIFIED CATCH BASIN PER RCFC&WCD STD. NO. CB100. W ,r ,N ' X Tti �1, 22 INSTALL STREET LIGHT PER EDI SON STD AND CITY OF TEMECULA STD. NO. 801 & 803 AT 4 EA. 1 `6" BEHIND CURB FACE OR BACK OF WALK (SEE PLAN) k w V \A \ 1 EA.@ INSTALL SITE ENTRANCE WARNING SIGN PER DETAIL ON SHEET 3 r- ,�,T ? ` �� ? .1 . �':° �� 24 INSTALL DISABLED PARKING SPACE SIGNAGE AND STRIPING PER DETAIL ON SHEET 3 1 EA. NN r+ ' r T f V, V\ @ INSTALL STREET NAME SIGN PER CITY OF TEMECULA STD. NO. 404 & 405 1 EA. 1 EA. INSTALL R-1 "STOP" SIGN, 12 STOP BAR, AND "STOP" LEGEND PER MUTCD STANDARDS NN U If 14, INSTALL CONCRETE DROP INLET PER RCFC&WCD STD. NO. CB110 EA. % \N, INSTALL 12" PVC DRAINAGE PIPE AND BEDDING PER RCFC&WCD STD. NO. M-815 53 L.F. -01 1 EA INSTALL CLEARWATER SOLUTION CATCH BASIN INSERT BMP aL NN 6 C.F. \\A 4q INSTALL 2.0'W X 4.0'L LIGHT RIP RAP 2.0' DEEP 1 NN 2.1 3 E LUMNINA V WOOO vNN V c 31 0 LEG END CENTERLINE iT,W r 7"7! RIGHT-OF-WAY - R/W TOP OF CURB TC SIDEWALK SWK FLOW LINE FL �, f i `` -•- —....,,,,,,,,,,,,, --��`.`~—�— `~----._ — FINISHED GRADE FG `� i ' `` "'"---�._ _----'�_��—� GRADE BREAK GB 3 � __ _,�. ..� �----___�._. {Pl.1 LIC) ---- �- TYPICAL TYP. r10 L -V- J'A EDGE OF PAVEMENT EOP LH F, ASPHALTIC CONCRETE A.C. Ln t i .._..M.�._....T i t f 7{.°3 e."tT......_.w. �^' F ',.? T i .✓✓"- ..S CONSTRUCTION NOTE NUMBER F— PROJECTSOUNDARY EXIST.STORM DRAIN PROPOSED STORM DRAIN N O TWIN STREET LIGHT(4,000 LUMEN) INDEX MAP SINGLE STREET LIGHT(4,000 LUMSN) 3 v' STREET LIGHT(22,500) SCALE:1%49 CN BARRICADE 0 Li STREET SIGN n STOP SIGN Li Li (Y VERIFY IN FIELD V. I .F. F— (A PROPOSED EDGE OF PAVEMENT LIJ 0 FIRE HYDRANT 0� n J PLANNING 0 DESIGN E CONSTRUCTION AVIAR VALVE CATCH BASIN 40810 COUNTY CENTER DRIVE,SUITE 100 < m 0 m I TEMECULA, CALIFORNIA 92591-6022 CONSULTINE3 951.676.8042- FAX 951.676.7-240 - www.RBF.com LD 12-10900 < CONSTRUCTION RECORD BENCH MARK SCALE DESIGNED BY DRAWN BY CHECKED BY DRAWING NO. 0)1 D� ����tT DEPARTMENT OF PUBLIC WORKS M. DOTY M. DOTY M. DOTY CITY OF TEMECULA T-32-81 RESET 1987, A 2 1/2" DISK IN CONCRETE WALK NEAR THE A RECOMMENDED BYC DATE: // DLA.L MLL FM CONTRACTOR INTERSECTION OF FRONT STREET AND HORIZONTAL 0 PL-ANS PREPARED UNDER THE SUPERVISION OF A 0 T' RANCHO CALIFORNIA ROAD IN THE rn Ln uj rn PRIVATE STREET AND STORM DRAIN -T_ 1-800-227-2600 INSPECTOR SIDEWALK OF A BRIDGE OVER THE AS NOTED No. 73744 ;0 DATE: IMPROVEMENT PLAN TR 23992 PHASE C MURRIETA CREEK ON THE NORTHWEST 10 w ACCEPTED BY: DATE: ,MARK A. DOTY AT LEAST TM DAYS CORNER OF BRIDGE. VERTICAL GREG UTLER BEFORE CIVI YOU NG DATE COMPLETED ------ R.C.E. NO. 73744 DIRECTOR OF PUBLIC WORKS/CITY ENGINEER INDEX SHEET S By OF NO SHEET OF UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA ELEVATION 1007.337' DATE REVISIONS DATE ACC-D AS NOTED R.C.E. 47109 1'-0" 6„ ALL CURB FACE DATA REFERS TO f, R=3" THIS LINE CL=TC-0.11' R-1 /2 WEST EAST S/W PER 15 15 17 MIN. � S/W PER TC � � PLAN VIEW PLAN VIEW ,.� 2% 2% ELEV. SET SIGN ON A 1-3/4" SQ. GALVANIZED R-1 /2 " a .; JOINT STEEL POST INTO 1 FOOT SQ. X 2 FEET NO .�-- MODIFIED ROLLED CURB N UTIL. CURB TRANSITION UNAUTHORIZED VEHICLES DEEP CONCRETE FOOTING. © R=1 - TRENCH PARKED IN DESIGNATED TC=FL+0.40' PROPOSED .30' (PRIVATE) ACCESSIBLE SPACES LETTERING ON SIGN MUST BE ;,— CALLLE CELESTE NOT DISPLAYING A MINIMUM OF 1" IN HEIGHT DISTINGUISHING PLACARDS PCC �jl ' Not To Scale 2 -1" T,1. 5 OR LICENSE PLATES = z ISSUED FOR PERSONS WITH DISABILITIES N MAY BE TOWED AWAY AT N OWNER'S EXPENSE. z MODIFIED ROLLED CURB DETAIL CL—TC-0.07' TOWED VEHICLES MAY BE CONTRACTOR TO COORDINATE WITH m RECLAIMED AT POLICE DEPT FOR EXACT WORDING rK NOT TO SCALE 12' 12' THE POLICE DEPT AND PHONE NUMBER � S/W PER S/W PER OR BY TELEPHONING PLAN VIEW PLAN VIEW 1 (XXX) XXX-XXXX 2% 2% 6" 1'_6„ MODIFIEDROLLED JOINT UTIL. MODIFIED ROLLED CURB & GUTTER TRENCHI CURB & GUTTER TC PROPOSED 24' (PRIVATE) R=3/8" ELEV.Site EntranceR=1 RiTRACT STREETS 00 Not To Scale Warning Sign Detail 6„CURB FACE T.1. = 5 2 NOT TO SCALE A.C. PAVEMENT N R=3/4” 6 4" WIDE BLUE STRIPE � � R/W TC=FL+0.50 R/W PCC 66' 8.0% ACCESS RAMP — — — — — — — — — — — — — — — — — — — — 8.0% ACCESS RAMP LEVEL LINE PROPOSED 4' 6,6' 6 WIDE WALKWAY- 6' 2% MAX 2;-1" � 6' S' 2 2' 2 2' �' _6' � PARKING SPACE SIGN (TYP.) -----------— VAN ACCESSIBLE PARKING SPACE SIGN (TYP.) ' SIDEWALK SIDEWALK LOP WHEEL STOP MODIFIED 6" CURB DETAIL • ' '• •.�• • - 2% 2% rppnpl�:e �.' 4 �i�i o0 °• oOaO' '0 • o o•• • ..«o• .op. a •.o a O. 0. O••1So +s0 i�2% MAX �� NOT TO SCALE00 PROP 8" C&G 66' R/W PUBLIC C&G SLOPE 4" WIDE BLUE STRIPES Rancho Highland TYPICAL SYMBOL 1 '-6" 1 '-6" For Scaleot To Reference Only NAC PAVEMENT AC PAVEMENT Refer to Soils Report for Over Excavation Requirements WITHIN THE ACCESSIBLE 3/8" LEVEL LINE 3/8, NOTE: , * , PARKING STALL PAINT THE Q 1 > R * " VAN ACCESSIBLE 9 8 WORDS "NO PARKING" IN a. a�a /W PARKING STALL 12" HIGH LETTERS MIN. a ' a° R/W ACCESS AISLE 6" MIN .°:°:°, :«°�°'°• ' A.B. •°-•:ate�. •.°' w00.°. •+°�0.-°'a°• 8„ THICK CONCRETE 6f VAN ACCESSIBLE .,°..,° � .•�.•.°� .,° :�.'p°.�'o:°' «° W/0 STEEL REIN. TYPICAL STALL •'°•�� 5' 622' 22 6' 5' 36„ SIDEWALK SIDEWALK o - 1/2" RADIUSo-- RIBBON GUTTER DETAIL Q 20 2% 2% _ DARK BLUE NOT TO SCALE f ^ Q q •1 i. o e• up.W •0 .O o ow• a .'«o• .op•, a •.° a O. 0' O..•pe •s0 i��� � r ap pe a ,. ' WHITE 4 � ff ' 7f PROP 6 C&G 66 R/W PUBLIC PROP 6 CSG REFLECTORIZED SIGN 6 Tierra Vista � RESERVED CONSTRUCTED OF RESERVED Not To Scale FOR PORCELAIN STEEL FORor Reference FRefOnly SAWCUT 1 MIN. y DISABLED WITH BEADED TEXT DISABLED , Refer to Soils Report for Over Excavation Requirements o OR EQUAL AND o 2 MIN. 8c REMOVE EX. PAVEMENT City of Temecula Std. no. 103A E- SEALED TEXTURE. 0.10' MIN. THICKNESS COLDPLANE EX. PAVEMENT NOTE: (VAN ACCESSIBLE AC OVERLAY TO 0.10' MIN. DEPTH SIGN TO BE CENTERED AT THE FEATHER OVERLAY TO EXISTING EDGE o INTERIOR END OF PARKING SPACE MATCH EXISTING OF PAVEMENT r-6 EMBLEM MUST BE LOCATED IN STALL SO THAT IT IS VISIBLE BY A TRAFFIC AREA OF SIGN TO BE A MINIMUM 80" MINIMUM FOR EX. PAVEMENT I NEW PAVEMENT R/WR/W ENFORCEMENT OFFICER WHEN A OF 70 SQUARE INCHES FREE STANDING �� �\ \� �\ 100, I VEHICLE IS PROPERLY PARKED IN �1, \\\ 50, THE SPACE (CENTERED AT ENTRANCE SET SIGN ON A 1 -3/4 SQ. GALVANIZED 50 N TO STALL RECOMMENDED). STEEL POST INTO 1 FOOT SQ. X 2 FEET10' 40' 40' 10' T U DEEP CONCRETE FOOTING. TO TOP OF WALKING SURFACE 4 6' 6' 4 � 14 SAWCUT & JOIN EX. PAVEMENT DETAIL SIDEWALK SIDEWALK Disabled Parkin �� �,�� NOT TO SCALE n- p 2% 2% Signage and StripingDetail osA b�a.0°0 ° o00 �•�. �0 � °��� 000 � �°6 24 j NOT TO SCALE o o' 100' R/W PUBLIC n PLANNING ■ DESIGN ■ CONSTRUCTION YNEZ ROAD Not To Scalela o For Reference Only o z 40810 COUNTY CENTER DRIVE,SUITE 100 <C TEMECUL.A, CALIFORNIA 92591-6022 C 0 N S U LT I N E3 951.676.8042• FAX 951.676.7240 ■ www.RBF.com LD12-1 09C4 Q CONSTRUCTION RECORD BENCH MARK DESIGNED BY DRAWN BY CHECKED BY DRAWING NO. � ALE �t SCALE QROFES$/oN CITY OF TE M EC U LA DEPARTMENT OF PUBLIC WORKS�� RT T-32-81 RESET 1987 A 2 1 2 DISK �O 9� M. DOTY M. DOTY M. DOTYN IN CONCRETE WALK NEAR THE/ ,`<vQ`� A' �p F2 RECOMMENDED BY: DATE: Z- N UAL TOLL FM CONTRACTOR INTERSECTION OF FRONT STREET AND HORIZONTAL ��. �� P NS PREPARED DER THE SUPERVISION OF of T Ln RANCHO CALIFORNIA ROAD IN THE W m �� c PRIVATE STREET AND STORM DRAIN 1-840-227-2640 INSPECTOR SIDEWALK OF A BRIDGE OVER THE AS NOTED a No. 73744 �' - i�"`'w - DATE: / /.� �d�-3 ` ::,... .`. :G� IMPROVEMENT PLAN- TR 23992 PHASE C Q ACCEPTED BY: DATE: Y:� E- MURRIETA CREEK ON THE NORTHWEST MARK A. DOTY Z AT LEW rVV0 DAYS CORNER OF BRIDGE. VERTICAL d BEFORE YOU CWG DATE COMPLETED ����F CIVI O���Q- R.C.E. 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An D Mp * - 'Lo -Mo­ . i I I - Ir- r- I +062 _F JI$HED CE o© _�._E__,._..,..�_-._ _...#,. _Ief --_­­I—- _+-, �� +r __+_ ___ -- ___ + S ,e 1 1 No V) �0 S 1 .9�% > c --j @ STRE 0 ---t �_vc 0 MAINTAINED BY HOA P 1 111+4$.9 ca 2 1 1� _4_3 0=01 R ------ . 0) LJ.J L6 c� 0 0 1(nr) c) (n) __A F_ LL. 00 F_ 8 ()o W 0 Lc) 0 (.0 C _,a, 4- mco_ -Iry u-cr-(+Or lour- 00,4_ )CM 0 --N--d�t 0 zoo + + )0 F N 0 0 Z) Iq 4 0oL, -1)0% ir n- `7 -1 CP OF ICUR B RIGHT -4- vy 91 AA" J 4- I I 1 1 1 10 11 12 13 14 15 10 11 10 11 C& CONSTRUCTION NOTES 71 - OR AS REQUIRED U) < z 11� CONSTRUCT 0.33' AC W/SEAL COAT OVER 0.50' CRUSHED AGGREGATE BASE W < rvl BY THE SOILS ENGINEER 0 1`� 0 ui 0-jF_ M 0_j M �_U_M 0 CONSTRUCT MODIFIED ROLLED CURB PER DETAIL ON SHEET 3 C, t1) Q:� 00 IN, '04 IS 0 LO* 0 �D CONSTRUCT CONCRETE CROSS GUTTER PER CITY OF TEMECULA STD, NO. 211 � + 00 00 Q + 0)00 _j F- T1_ rrz 00Z 0 00Lj 21 W 10+00.00 CALLE LUMINA Lp < ch CONSTRUCT 4' CONCRETE WALKWAY PER CITY OF TEMECULA STD. NO. 401 Eel 79 uv) 20+00.00 CALLE LUMINA 141) two 11+26.31 CALLE CELEST 23 OV) 0 CONSTRUCT 6' CONCRETE WALKWAY PER CITY OF TEMECULA ST. NO. 401 jj E._ .���3#�#i,t►rtfj(f1°I�t,�i�E�1}:11li .._�E _.- 4 L 1090.43 FS E 00 0 0' + VD) F.- -6 TO MODIFIED ROLLED CURB 00 T_ 21 0+c) 21 WARP CURB FROM D (77,0 TOP) 10 ow too "q- 0,) c + 00 EXIST V-DIT 80 co 115 2 CONSTRUCT TYPE D-6 CURB (6 CF) PER CITY OF TEMECULA STD. NO. 204A 17 23 CPU CONSTRUCT 3'-0" WIDE RIBBON GUTTER PER DETAIL ON SHEET 3 a �x-"'. C 1dj 33 4� 19 161 � 1 ow' \3 112 W3 1� 20 3 0 Q0 InInj x,\' - '5 [1 14- - LN __ 3 REMOVE 7.62' OF 3 CONSTRUCT LOCAL DEPRESSION AND MODIFIED CATCH BASIN PER RCFC&WCD STD. NO. CB100. EXIST V-DITCH W = 4.0' , V = 3.5' 7 r u c CONSTRUCT CONCRETE /-^ It'll, 11 hill 00 81 .0 TOP TO - : 0 - .. . -L� , 18 DITCH TO CONNECT EX INSTALL CONCRETE DROP INLET PER RCFC&WCD STD. NO. CB110 + 8 1 .07 FL 1 t 7 40.44 EC V-D I TCH TO 12 PVC PIPE EXIST V-DITCH n !�?l 0+1 =23+50.66 CALLE LUMINA :2 0 E8.24 EL 25 SEE SHEET 6 @) INSTALL 12 PVC DRAINAGE PIPE AND BEDDING PER RCFC&WCD STD. NO. M-815 ¢ 32 0) 11+26.55 BC 3 " . I-, CD 3 INSTALL CLEARWATER SOLUTION CATCH BASIN INSERT BMP-01 LINE " Dly. LINE 9YE " r+e) Nt jot @ I NSTALL 2.O'W X 4.OIL L I GHT R I P RAP 2.0' DEEP 0 Mims SCALE: 111=43, LINE/CURVE DATA LINE/CURVE DATA .CALLE LUMINA. FN 01 BEAR ING/DELTA LENGTH RADIUS TANGENT NOTE NO BEARING/DELTA LENGTH RADIUS TANGENT NOTE Ow 1 N 05020' 74.65 STREET 19 N 40021 ' 19'' W 32. 11 , 6" CURB V' 2 L=41 0 31 $ w" 23. 19 32.00 12. 13 STREET 20 L=03007pO0$$ 14.801 272.00' 7.40' 6'' CURB cu 91 .47 TC 3 N 36'' 10'20'' E 28.71 STREET 21 A=07° 12'4434.24' 2.00' 17. 14' 6'' CURB LATJ 90.48 TC 90.97 FL z=103°282157.79' 32.00' 40.57 "11 STREET 22 N 41012'43" E 14.08' 6'' CURB < 19 191S W I 89.9,9 5 N 40021 127.60 STREET 23 A=90`2311331 3. 16 3 2.00 2.01 CURB TRANSITION ZE IA I I 6 A=08049, 11 '' 46. 18' 300.00' 23. 14.' STREET 24 N 49010'29'' W 18.07' ROLLED CURB 9$ TRANSITION FROM $0 `� LA TRANSITION FR 7 N 4901029'' W 27. 14' STREET 25 A=9804911 75.89 ' 44,00' 51 .35 ROLLED CURB L.J 19 4'' TO 6" CURB - 4TO 6CURB A 10 8 A=98-49$ 11 55. 19 32.00 37.35 STREET 26 A=9804911 31 34.49 9 20.00 2 23.,34 ROLLED CURB I cun 9 L=79045'03" 20.88' 15.00' 12.53 CURB TRANSITION 27 N 49 0 10 29" W 27. 14 ROLLED CURB '5 4" IN 49. 1(0 RB 8 A= 90. 18 FS._;;;p,.", 13+67. 18 10 N 05020 ROLLED CU 2 08049' 11 '' 48.03' 312.00' 24.06 ROLLED CURB > 91 . 19 TC 1 - 0 12+59.E322 91 .23 TC 411 TC 90.79 FL 11 L=40006'54'' 31 .79 45.40' 16 .58 ROLLED CURB 29 N 40021 19'' W 127.60' ROLLED CURB ry 90. 12 TC 90.20 49) TC 12 N 36010'20'' E 28.71 ' ROLLED CURB 30 N 40a21 19„ W 10.00' CURB TRANSITION n 89.87 FL 90.90 FL I 89.72 FL 13 A--103-28'26 79.46 ' 44.00 55.79 ROLLED CURB 31 A=10,30282136 . 12 20.00' 25.36 ROLLED CURB PLANNING 0 DESIGN 0 CONSTRUCTION I > 15 N40021 ' 19 VW 75.48' ROLLED CURB 32 N 36* 10'20" E 215. /Il ROLLED CURB 16 A--goc,00'00'' 3. 14' 2.00' 270 CURB TRANSITION 33 A=41031 ' 14'' 14.49 3 20.00' 7.58' ROLLED CURB 40 0 40 80 120 17 N 49038' 14.00' TRANS 4''-6''CURB] 34 N 05020'54'' W 75.82 1 ROLLED CURB 11 $ I 1) 7--- I M" 40810 COUNTY CENTER DRIVE,SUITE 100 1 5 N 55 W 41 12 < TEMECULA, CALIFORNIA 92591-6022 DETAIL 1 18 N 40-21 ' 19 W 1 18.00 6 CURB 3 0554,3'' .27 STORM DRAIN GRAPHIC SCALE CONSULTING 951.676.8042- FAX 951.676.7240 - www.RBF.com SCALE 1 20' 36 N 33013'07'' W 16.24' 12'' STORM DRAIN C) LD12-109CO CONSTRUCTION RECORD BENCH MARK DESIGNED BY DRAWN BY CHECKED BY DRAWING NO. SCALE F ESS4 A&AL /01 DEPARTMENT OF PUBLIC WORKS DIG M. DOTY M. DOTY M. DOTY CITY OF TEMECULA T-32-81 RESET 1987, A 2 1/2'' DISK CONTRACTOR IN CONCRETE WALK NEAR THE HORIZONTAL PLA NJ PREPARED UNDER THE SUPERVISION OF RECOMMENDED BY: 9-1 DATE: 0 DM TOLL FM INTERSECTION OF FRONT STREET AND !2 J0 RANCHO CALIFORNIA ROAD IN THE 0 PRIVATE STREET AND STORM DRAIN AS NOTED W 1,1,e Av"al 7 1-800-227-2600 SIDEWALK OF A BRIDGE OVER THE T __J A 4 4- M L �c �0 L L _T I---ti- ol^" co/ V�IA -7 + -joy) 4 T 0 0 0 c: L _41 < INSPECTOR MURRIETA CREEK ON THE NORTHWEST No. 73744 DATE: I" IMPROVEMENT PLANo TR 23992 PHASE C F__ MARK A. DOTY z ACCEPTED BY: DATE: 241 < AT I.EW r*O DAYS CORNER OF BRIDGE. VERTICAL GREG kUTLER Q CIVI .... CALLE LUMINA 13EFORE YOU On DATE COMPLETED R.C.E. NO. 73744 DIRECTOR OF PUBLIC WORKS/CITY ENGINEER O_ UNDERGROUND SERVICE Awn OF SOUTHERN CAUFORNIMA ELEVATION = 1007.337' DATE BY REVISIONS DATE JACC-D I AS NOTED OF R.C.E. 47109 SHEET 4 OF S I I I a I I I i _T_ PROFILE SCALE ORIZ. 1 is = 40' 1501" V VERT. 1 = 4 } # i t d ` ? i f £ 4 T i ! { } , i { } 1 # i 1 } I # j ' t t j d { # s t ....,...,...,_3.....___ ...,.,.� i { _ _ _ _ i .-.....-_ ...._,..__ ..... ... .....,.. _-__ t 4­ cz�Ez�T�_ 41 _ _._ _ L_�. T__ (( __ __ __ y t___� ! _ __ _�__ _�__� __ _ T___ __ _ ___ PRTIO� OF 30 vu D ? ( T� tNN i 1 d- I ! CU ? s i ! f 3 I }PI- 0 9 .0 i G7 i j l ( i ? _ ( i k 1 1 s g i i F -.i} � �_ �} _? �, o �p-r''}7 cDi` � -1}I- -#- r.�' DO I i , � rn±.O• T`; °�o N ? 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LL_ 7- + m + -7- C) TOP 0 I's-2 J- -lc:) c co -44 It 20 21 22 23 24 10 11 12 0 z CONSTRUCTION NOTES III -._-_.--�--_�_,-_.-�.._- ^#r�I}�(i}�43i{if{i�i# ._-.._..__�.._,_TT._._ ___..»__,._-._...,T.-_.._�.�.«.- "._--�-", .-_'.-.-._--T._�-..�- 'i!Sl+}I?�#�i�!i}I's,3�t��}tt;3! -_..-»...-_-T-»_-T,•-.-.�-.-.._-.______ �.T-_�T_lk{�}I){I�t(,}TIiI!yT��d{t __-_"-_T-_�."�.�. ___--_-___ ___�._._.- ___--T'�-.-_-_,_-��--���,}!{?T'S�}$S(rI1�itt}71d!��Ti?� T�-_�,�--.T.--__ _T 85- cwCONSTRUCT 0.33' AC W/SEAL COAT OVER 0.50' CRUSHED AGGREGATE BASE OR AS REQUIRED BY THE SOILS co G_ 0-i m �_LL_ I" ENGINEER 00 0 0 ou-) (oto 0 tno CONSTRUCT MODIFIED ROLLED CURB PER DETAIL ON SHEET 3 ,0- co co o C;6 Z" WE ST. IMP. FM +0 1 mo 00) US TIERRA VISTA ROAD G) CONSTRUCT MODIFIED 6'' CURB PER DETAIL ON SHEET 3 (2) CONSTRUCT MODIFIED CONCRETE ACCES RAMP 3t_-9.49 ECR 23 1 X 1 .56 TCJ---� lu] 1 X 1 .06 L CONSTRUCT CONCRETE CROSS GUTTER PER CITY OF TEMECULA STD, NO. 211 .11 .. 3 1090.00 FL MW (D - 1090. 14 FL 10+00.00 CALLE LUMINA 26 <:r- { CONSTRUCT 4' CONCRETE WALKWAY PER CITY OF TEMECULA STD. NO. 401 _T__.T...._ T,� ._ bi(o z 18 20+00.00 CALLE LUMINA CA om E GO 10+00 00 CALLE LUMINA 11+26.31 0 CALLE CELEST bi 20+00:00 CALLE LUMINA 1090.43 FS LLJ ak 1" 2 IF 4 1 @ CONSTRUCT 6 ' CONCRETE WALKWAY PER CITY OF TEMECULA ST. NO. 401 V& W 10 11 11+26.31 CALLE CELESTE Y 0 iQ, AA kk co 10 20 a; <cu 7, LijJ mai I 28 Lo _j 1090.43 FS + 3 15 w 10+00. )0 CALLE CE E S� E 8 nao.�i FL @WARP CURB FROM D-6 TO MODIFIED ROLLED CURB 2304 21+79.41 EC 23 C5 =12+84.48 TERRA VIfTA' ROAD 12 10 18 "3 x .1 cN\v 14 100 ( 1085.36 FS CONSTRUCT TYPE D-6 CURB (6 CF) PER CITY OF TEMECULA STD. NO. 204A co CURB RIGHT w ow A _20 . - I bi � .1 1 1� . .` 5 + _0 A -0" WIDE RIBBON GUTTER PER DETAIL ON SHEET 3 2 2 + CONSTRUCT 3' 14 21 3 co 49.49 BCR Z All 1:189. 11 , BCR I:c - 3 0 31 INSTALL SITE ENTRANCE WARNING SIGN PER DETAIL ON SHEET 3 > 12 1"188.611 FL) 10 A i L m 11%, TIERRA VISTA ROAD w F_ C/) INSTALL DISABLED PARKIGN SPACE SIGNAGE AND STRIPING PER DETAIL ON SHEET 3 CALLE C C.) vv- D w TE w mu SEE ST. IMP. FOR 0) V-V- CA N E_L.m SEE 3 co 0u) 0 Ulm. UD; 0� -1 "STOP" SIGN, 12 STOP BAR, AND "STOP" LEGEND PER MUTCD STANDARDS 0 V-c_r :D INSTALL R L C 0 tr) R" (-0 0000 + o)c))CD 04 + 00 0 LmLJ 0 0 00 P1111 CA CAW Ld fl± F SI + + T-T_LIJ C) T o c!"I cs C6 cn­­o cn 0) + 0)0) 0 Oco 0 CALLE CETESTE cn CALLE LUMINA 19 97 N kz- �> cu 7 7 Ali LINE/CURVE DATA 0 19 &A LINE/CURVE DATA 6 Of) j ----- c) < FN 01 BEARING/DELTA LENGTH RADIUS TANGENT NOTE FRO] BEARING/DELTA LENGTH RADIUS TANGENT NOTE 97 4 N 74024 E 84.39 13TFREET 14 N 49038 91 .0 .1 1 '41 •E 164.02 ROLLED CURB 00 2 N 05°20'54 W 13.43' STREET 15 N 49°38' 132.22' ROLLED CURB 41 " E LsLi 0$ 11 -105055721 36.97' 20.00' 26.50' ROLLED CURB 3 A--19*05'04 66.62' 200.0 33.6 2 STREET 16 A- 4 01 24025'58'' W 79.23' STREET 1 /1 11 24o25'58" W j/1 . 16, ROLLED CURB & ?o 18 5 �s7-105 0 55'21 59. 16 ' 32.00' 42.41 ' STREET 18 z7goaoo,00'' 3. 14' 2.00' 2.00' CURB TRANSITION 8 c� > 6 N 49°38'41 " E 1:32.22' STREET 19 N 65034'02'' E 17.00' TRANS 4''TO 6''CURB 20 97. $58$1 W .08' 6'' CURB 0 rcy 7 N 74024 52.52' CURB & GUTTER 20 N 24625 6 0- 8 A=94045'03)$ 24.81 ' 1 16.30$ CURB TRANSITION 21 10008'42 169.00' 29.92' 15.00 6$1 CURB DETAIL 2 > PLANNING 0 DESIGN 11 copusirRUErriEw 9 N74o24'09''E 62.29 $ CURB & GUTTER 22 N 75°4244'' E 16 . ,,, TRANS 4 TO 6"CURB SCALE 1''=20' $ 10 13o35,09 50.27' 212.00 25.25' ROLLED CURB 23 90''36 '58' 2.00' 3. 16 2.02' CURB TRANSITION 40 0 40 80 120 11 N 24025'58 W 111 .04' ROLLED CURB 24 08o19'45'' 11318.oo, 27.33' 13.69 ' ROLLED CURB $1 _T N 05 0 1 1 40810 COUNTY CENTER DRIVE,SUITE 100 12 A=105055'21 797 20.00 26 .57 ROLLED CURB F 25 .20'54'' W 12.24' ROLLED CURB < TEMECULA, CALIFORNIA 9259F6029 GRAPHIC SCALE CONSULTING 951.676.8042 FAX 951.676.7240 - wm.RBF.com LD12-10900 < Cu I-, CONSTRUCTION RECORD BENCH MARK SCALE ESSIo DESIGNED BY DRAWN BY CHECKED BY DRAWING NO. cn I DIGA L oE'2rr M. DOTY M. DOTY M. DOTY CIY OFF TEMECULA DEPARTMENT OF PUBLIC WORKS im JL T-32-81 RESET 1987, A 2 1/2" DISK IN CONCRETE WALK NEAR THE A. RECOMMENDED BY: DATE: I hinjo HORIZONTAL PLANS PREPARED UNDER THE SUPERVISION OF CONTRACTOR IDDOILACILL TOM FREE INTERSECTION OF FRONT STREET AND Ln Q PRIVATE STREET AND STORM DRAIN RANCHO CALIFORNIA ROAD IN THE AS NOTED LuA rn c 1-800-227-2600 INSPECTOR SIDEWALK OF A BRIDGE OVER THE No. 73744 DATE: al,7 I IMPROVEMENT PLAN- TR 23992 PHASE C 5 < MURRIETA CREEK ON THE NORTHWEST r, - / - ACCEPTED BY: V D (1 241 F_ A. DOI Y ATEA Z1113 t.; < AT LEAST TWO GAYS CORNER OF BRIDGE. VERTICAL GREG BU LER I CALLE LUMINA C�l BEFORE YOU D'a DATE COMPLETED civi R.C.E. NO. 73744 DIRECTOR OF PUBLIC WORKS/CITY ENGINEER In c:' 8 04 4e� m,OF + -10 P, i 1 - 0 juv + F_ f rn LA jL1J t _J_ Lo C� + F 1�601'1��6 I-i0i Amy L T 10A_ -STREE-T- __?mQ_ c'�_el- IJ AC + co _1zo, c +90 t 0 a UNDERGRO(Mo SERADE Awn OF SCCTH8ffiR CAUFORNIA ELEVATION 1007.337' DTE BY REVISIONS DATE ACC'D AS NOTED OF M%� R.C.E. 47109 NVw Y CALLE CELESTE SHEET S OF S