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HomeMy WebLinkAboutBook 15 Page 726 Lot 15-16 Street Improvement MERCEDES STREET AND FIFTH STREET R OA D IMPR 0 VEMENT TO LOS ANGELES OL TODCITY OF TEMECULA, CA TEMECULA P�F PROD= 's LOCAA7M ENGINEER'S NOTE TO CONTRACTOR: s� , PAVING NOTES. GENERAL NOTES THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES AND 1 AN APPROVED SOIL STERILIZER SHALL BE USED ON ALL STRUCTURES OR CONDUITS SHOWN ON THESE PLANS WERE OBTAINED BY SUBGRADE SURFACES PRIOR TO PLACEMENT OF PAVING. 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK s A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE 2 ASPHALTIC EMULSION(FOG SEAL) SHALL BE APPLIED NOT LESS THAN FOURTEEN AREA AND RELOCATION COSTS OF ALL EXISTING UTILITIES. PERMITTEE MUST INFORM THE C7 s� THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. (14) DAYS FOLLOWING PLACEMENT OF THE ASPHALT SURFACING AND SHALL BE CITY OF CONSTRUCTION SCHEDULE AT LEAST 48 HOURS PRIOR TO BEGINNING OF TO SAN DIEGO THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO CONSTRUCTION. PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD APPLIED AT A RATE OF 0.05 GALLONS PER SQUARE YARD. ASPHALT EMULSION00 SHALL CONFORM TO SECTIONS 37, 39 AND 94 OF THE STATE STANDARD p� OR NOT SHOWN ON THESE PLANS. IT SHALL BE THE CONTRACTORS RESPONSIBILITY 2• THE DEVELOPER WILL INSTALL STREET NAMES SIGNS CONFORMING TO THE CITY OF SPECIFICATIONS. TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE CIFICATIONS. TEMECULA'S STANDARDS NOS. 403--405 STARTING WORK. CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY 3 THE SUBDIVIDER OR CONTRACTOR SHALL APPLY TO THE CITY OF TEMECULA OR THE UNDERGROUND UTILITY PIPE CONDUITS, OR STRUCTURES SHOWN OR NOT 3• ALL WORK SHALL CONFORM WITH THE REQUIREMENTS OF THE CITY OF TEMECULA PUBLIC � F DEPARTMENT OF PUBLIC WORKS FOR AN ENCROACHMENT PERMIT FOR ALL �.9 PN T SHOWN ON THESE PLANS. WORK WITHIN RIGHT-OF- WAY. WORKS DEPARTMENT IMPROVEMENT STANDARDS AND SPECIFICATIONS, DATED NOVEMBER 1991 AND SUBSEQUENT AMENDMENTS. ACTUAL THICKNESS OF BASE MATERIAL TO BE DETERMINED BY SOIL TEST AND 4 THREE INSPECTIONS ARE REQUIRED BY THE DEPARTMENT OF PUBLIC WORKS, RECOMMENDED BY THE SOILS ENGINEER. R--VALUES, SAND EQUIVALENTS AND ONE INSPECTION AT SUBGRADE COMPLETION, AT BASE GRADE COMPLETION 4• IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER, TO STRUCTURAL SECTION OF STREETS SHALL BE SUBMITTED TO THE CITY OF TEMECULA AND DURING PLACEMENT OF ASPHALT. INSTALL STREET CENTERLINE MONUMENTS AS REQUIRED BY RIVERSIDE COUNTY ORDINANCE FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. N0. 4fi1 (TRACTS AND PARCEL MAPS ONLY). NORTH 5 THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PRO-- CARE SHOULD BE TAKEN TO PREVENT GRADED DITCHES AND SWALES FROM POSED WORK AREA, RELOCATION AND COST OF ALL EXISTING UTILITIES. THE 5. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO APPLY TO THE UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY CITY SHALL BE INFORMED 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS FOR AN ENCROACHMENT PERMIT FOR ENGINEER MAY REQUIRE TEMPORARY GUNITE SWALES, ENTERING OR AT (909) 694--6411. ALL WORK ON EXISTING CITY MAINTAINED ROADS AND FOR UTILITY WORK WITHIN OFFERS LEAVING IMPROVEMENTS. OF DEDICATION FOR PUBLIC USE. P VICI N L. .,. 6 A COMPACTION REPORT BY A SOILS ENGINEER SHALL CERTIFY 95% COMPACTION 40 SCALE OF BASE PRIOR TO CALL FOR SECOND INSPECTION AND A PLACEMENT OF 6• ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE PRIOR TO PAVING ASPH��LT PAVING. THE STREET SECTION INCLUDING, BUT NOT LIMITED T0, THE FOLLOWING: SEWER, WATER, ELECTRIC, GAS, DRAINAGE. COMPACTION TEST OBSERVATION OF SUBGRADE OR BASE ROCK GRADE SHALL 7 UNAUTHORIZED CHANGES AND USES: BE COORDINATED BY THE CONTRACTOR WITH THE SOILS ENGINEER AND THE 7. CURB DEPRESSIONS AND DRIVEWAY APPROACHES WILL BE INSTALLED AND CONSTRUCTED PROJECT INSPECTOR. ALL GRADE INSPECTIONS WILL BE IN CONJUNCTION WITH ACCORDING TO STANDARD NO. 207 AND/OR NO. 207A, AS DIRECTED IN THE FIELD. OR PRI=CEDED BY COMPACTION TESTING. 8. IT SHALL BE THE RESPONSIBILTY OF THE DEVELOPER OR CONTRACTOR TO APPLY TO THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, 8. FINAL P/YMENT STRUCTURAL SECTION DESIGN SHALL BE SUBMITTED TO THE DIRECTOR OF CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) FOR AN ENCROACHMENT PERMIT OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. PUBLIC WORKS FOR APPROVAL A MINIMUM OF TEN DAYS PRIOR TO PLACEMENT OF BASE FOR ALL WORK PERFORMED WITHIN THE STATE OF RIGHT-OF-WAY. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE MATERIA_. THE DESIGN SHALL ADHERE TO THE METHODOLOGY SET FORTH IN CHAPTER 600 APPROVED BY THE PREPARER OF THESE PLANS. OF THE CALTRANS DESIGN MANUAL AND UTILIZE THE "R" VALUE METHOD. THE "R" VALUE 9. ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TESTS MAY BE TAKEN AFTER THE TESTS '.' HALL BE CONDUCTED IN ACCORDANCE WITH CALIFORNIA TEST NO. 301 AND SHALL ROUGH GRADING TO DETERMINE THE EXACT STREET SECTION REQUIREMENTS. USE BE PER-ORMED BY A REGISTERED CIVIL ENGINEER. THE NUMBER AND LOCATION OF THESE STANDARD NO. 401 IF EXPANSIVE SOILS ARE ENCOUNTERED. 40' ROADWAY TESTS ' HALL BE SUBJECT TO APPROVAL BY THE DIRECTOR OF PUBLIC WORKS. ' 10. ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN FOURTEEN (14) LEGAL DESCRIPTION 9. ASPHALT CONCRETE SHALL CONFORM TO ALL PROVISIONS OF SECTION 203-fi OF THE DAYS FOLLOWING PLACEMENT OF THE ASPHALT SURFACING AND SHALL BE APPLIED AT • CURRENT STANDARD SPECIFICATIONS OF PUBLIC WORKS CONSTRUCTION. ASPHALT SURFACE A RATE OF 0.05 GALLON PER SQUARE YARD. ASPHALTIC EMULSION SHALL CONFORM TO 20 20 COURSE SHALL BE C2-AR-4000. MINIMUM THICKNESS IS 2 INCHES, MAXIMUM THICKNESS SECTIONS 37, 39 AND 94 OF THE STATE STANDARD SPECIFICATIONS. LOT 15 do 16 OF BLK 22 MB 015/726 IS 3 INCHES. ASPHALT CONCRETE SECTIONS GREATER THAN 3" SHALL CONTAIN A BASE 11. PRIME COAT REQUIRED PRIOR TO PAVING ALL GRADES IN EXCESS OF TEN PERCENT. SD TOWN OF TEMECULA OF B-AR-4000, A MINIMUM THICKNESS OF 2 . EXIST ROLLED CURB 14' 6' PLANTER SOURCE of TOPO ����•� . ^�� _ . -�: ��.� ��.,. -�- ,.-fi t , 1 OWNER APPLICANT T RANCHO CALIFORNIA WATER DISTRICT WILLIAM DALTON EXIST PAVEMENT 41640 CORNING PLACE SPECIAL NOTE FROM PRIVATE ENGINEER MURRIETA, CALIFORNIA 92562 TEL: (909) 304-0633 TO CONTRACTOR: �iEQTION A —_...__hdERCEQE5 STRE CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY N.T.S. ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE ENGINEER REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE 40' ROADWAY CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, MEGALAND ENGINEERS AND ASSOCIATES CONSTRUCTION NOTES QUANTITIES INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS 28481 RANCHO CALIFORNIA RD, STE. 201 REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT LIMITED TEMECULA, CALIFORNIA 92590 20' 20' TO NORMAL WORKING HOURS AND CONSTRUCTION CONTRACTOR FURTHER TEL: (909) 695-5694 Q1 REMOVE EXIST AC DIKE 215 L.F. AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FAX: (909) 694-5084 SAWCUT EXISTING PAVEMENT 225 S.F. FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH � Q PERFORMANCE OF WORK ON THIS PROJECT EXCEPT FOR LIABILITY EXIST ROLLED CURB 18f' THE Q CONSTRUCT TYPE C ROLLED do GUTTER PER CITY OF TEMECULA STD. N0. 202 210 L.F. ARISING FROM THE SOLE NEGLIGENCE OF THE DESIGN PROFESSIONAL. Q CONSTRUCT AC PAVEMENT (4" THICK) 480 S.F. Zx 5 CONSTRUCT CLASS II AGGREGATE BASE (6 THICK) 500 S.F. ! ;.. ; ; -----�— i _ . �;.� w `^ .. 77 460 S.F. f t 6 APPLY ASPHALTIC EMULSION (FOG SEAL) o r. a - © CONSTRUCT CONCRETE SIDEWALK (4" THICK) PER CITY OF TEMECULA STD DWG NO 401 1,300 S.F. a_ EXIST PAVEMENT co Q CONSTRUCT HANDICAP ACCESS RAMP PER CITY OF TEMECULA STD. NO. 402 1 EA on EA �9 CONSTRUCT FH PER RCMWD STD DWG RW--5 1 EA SECTION-B r� EIFTH 5IREET o REMOVE EXISTING FH 4 GAP END 1 N N.T.S. DIAL TALL F K EXISTING POWER POLE TO BE RELOCATED (BY OTHERS) 2 EA c 1—BM-227-2600 N �, , k .��� �, � � � � EXISTING OVERHEAD ELECTRIC TO BE UNDERGROUND (BY OTHERS) /A AT LEAST TWO DAYS CIVIL ENGINEERS • PLANNERS • ARCHITECTS • SURVEYORS CONSTRUCT PEDESTRIAN LIGTHING PER OLD TOWN SPECIFIC PLAN (BY OTHERS) 3 EA 0 BEFORE YOU DIG a 28481 RANC"o CAUFORM RD- SLM 201• Temp GA 92540 o UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA ,F. Phones C909� Co99--4624 • Fext C9093 695-5084 LD04-098CO r J CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK SEAL: SCALE pROFESS� DESIGNED BY: DRAWN BY CHECKED BY: RECOMMENDED BY: DATE: ! OF DRAWING N0. z o � JAY JAY AMB CITY TEMECULA DEPARTMENT OF PUBLIC WORKS a RIVERSIDE COUNTY DATUM HORIZONTAL o CONTRACTOR _ U' W BENCH MARK IS TOP OF CURB AT w "R�1R0 M. BANANAL PLANS PREPARED UNDER THE SUPERVISION OF ACCEPTED BY: DATE. 8 /G IMPROVEMENT C.X.R. ON FRONT STREET AT THE N/A �` f4m 36117 RONALD J. PARKS ROAD o INSPECTOR / �(i lJ I Ix N.E. COR. FRONT STREET do RANCHO E„I,, a- � ,� 8 DEPUTY DIRECTOR OF PUBLIC WORKS o FIFTH STREET AND MERCEDES STREET CALIFORNIA ROAD. � DATE COMPLETED VERTICAL �l aHl ��. ARTURO M. BANANAL, R.0 E. 36117 DATE CITY OF TEMECULA _ o ELEVATION = 1005.,2,2 �� �p�` LIC. EXP. 6-30--04 R.C.E. 19744 EXPIRES: 9/30/05 ��-,� � OLD TORN, TEMECULA, CALIFORNIA � N/A � CK �.N�� SHEET 1 of 2 U W O ug r It P%^r^t%wm r%r*l pi inn Aft L^s .� _a 9 am � � 7W + N - 0 .- a C-) aD 00 + oa ~ �`' OP S TOP re) r� c..�1 —1 a,,2__ 0 C R8 ® RI w 9 c o =� uj _Vw w Un o cn Q uj w w o + I o o � CD CCDO N + --'X TIPIG fINITH U AC 00 rn ao 0 Lf7 N -8 t 00 00 co Ll Ll C7 00 .-. O) PROFILE HORIZ: 1"=20' VERT: 1" 2' -1 --J 9+50 10+00 10+50 11 +00 11+50 9+50 10+00 10+50 11 +00 CONSTRUCTION NOTES I ( REMOVED EXIST AC DIKE W �4 -� . III EXIST. BUILDING © SAWCUT EXISTING PAVEMENT W C4I EXIST. BUILDING W �' uj L F,, -� W W Q3 CONSTRUCT TYPE C ROLLED CURB dot GUTTER PER CITY OF TEMECULA STD. NO. 202 4 W H Q CONSTRUCT AC PAVEMENT (4" THICK) 1 a IL r 10+40.50 EC z@) CONSTRUCT CLASS II AGGREGATE BASE (6" THICK) 3 0 ►•� LL 2.23 C 1 PLANTER AREA PLANTER AREA W� 6 APPLY ASPHALTIC EMULSION FOG SEAL s „ LZ EXIST SMH ( Q ( ) 8 _ EXIST 8" SEWER � �� S -- S o CONSTRUCT CONCRETE SIDEWALK 4" THICK PER CITY OF TEMECULA STD DWG NO 401 Q ( ) I A /f l I 10+00 MERCEDES S B 3 ,, 6 4 5 1 2 �- ® CONSTRUCT HANDICAP ACCESS RAMP PER CITY OF TEMECULA STD. NO. 402 =10+00 FIFTH STREET cn 892.16 TC W �y � 10+00 FIFTH STREET7 " z~ Q9 CONSTRUCT FH PER RCMWD STD DWG RW--S 9 11+00 APPROX. LOCATION OF EX WATER a 12+00 EXIST 6 AC •- W OD =1�?+4�0�-�-�II�C�DES---SRTR M M - � ^. ©`� .; w 1 7+ i 1 3 2.82X � REMOVE EXISTING FH � CAP �N D S " S — S --- S z� o°'e-----• 10 40. E L1 EXIST SMH rrl 8 �1 EXISTING POWER POLE TO BE RELOCATED (BY OTHERS) I 9 N 314D •_• G EXISTING OVERHEAD ELECTRIC TO BE UNDERGROUND (BY OTHERS) f I _ Q CONSTRUCT PEDESTRIAN LIGTHING PER OLD TOWN SPECIFIC PLAN (BY OTHERS) o 2 -•- OHE •-- OHE OHE -•- OHE 4 OHE r I A MERCEDES STREETFIFTHCURB DATA B SCALE: 1"=20' • SCALE: 1"=20' LINE TABLE UNE BEARING LENGTH DESCRIPTION L1 N29'25I00"E 39.50" TYPE "C" CURB PER STD DWG 202 L2 N60'35'00"W 125.50' TYPE "C" CURB PER STD DWG 202 o . a. CURVE TABLE CURVE DELTA RADIUS LENGTH DESCRIPTION `y C1 90'00'00" 25.00' 31.42' TYPE "C" CURB PER STD DWG 202 co t o o 0 N co GRAPHIC SCALE DIAL T(XL FREE 20 '° �° '° 1400-227_2600 1 0891 pia r AT LEAST TWO DAYS ( IN �T ) o BEFORE YOU DIG C.IVL. ENGINEERS @ PLANNERS • ARGIlITEGT5 • SURVEYORS i Inch 20 tL J 25481 RANCHO CAWORNA RD- 5urE 201•TEMEGu.A. GA 92590 UNDERGROUND SERVICE ALERT OF SOUTFIERN CIWFORMIA _ .,, Phone, C909] 699-4624 • Fax C909] 695-5084 0 LD04-098CO 115 CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK SEAL: SCALE �ROFE3s/ DESIGNED BY: DRAWN BY : CHECKED BY: RECOMMENDED BY: DATE: ! OFDRAWING N0. v JAY JAY AMB CITY DEPARTMENT OF PUBLIC WORKS � RIVERSIDE COUNTY DATUM HORIZONTAL ��� � CONTRACTOR BENCH MARK IS TOP OF CURB AT ARYURo M. BANANAL PLANS PREPARED UNDER THE SUPERVISION OF ACCEPTED BY: DATE:Fw S / o C.X.R. ON FRONT STREET AT THE 1"=2V '°� No. 36117 RONALD J. PARKS ROAD IMPROVEMENT n INSPECTOR N.E. COR. FRONT STREET dt RANCHO * ,- 6-- � $ l3 DEPUTY DIRECTOR OF PUBLIC WORKS a CALIFORNIA ROAD. L CITY of TEMECULA _ FIFTH STREET AND MERCEDES STREET © VERTICAL aHL `�, ARTURO M. BANANAL� R.C. . 36117 DATE ;a DATE COMPLETED ELEVATION = 1005.22 c s--3o-04 1974 EXPIRES: 9 30 05 �r, �g8 OLD TOWN, TEMECULA, CALIFORNxA „r LI . EXP. R.C.E. 4 / / U 1 -2 `�-N`<�' SHEET OF'