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HomeMy WebLinkAboutBook 15 Page 726 Block 39 Street Improvement i� GENERAL NOTES /. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA, AND RELOCATION COSTS OF ALL EXISTING UTILITIES. PERMITTEE MUST INFORM COUNTY OF CONSTRUCTION SCHEDULE AT LEAST 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION. PI-l011/E : "'714) 787-6/// TO RIVERS/DE RM TO THE REQUIREMENTS OF THE RIVERSIDE COUNTY WORK SHALL CONFORM Q 2° ALL 0 z ° 1tki ' ROAD DEPARTMENT IMPROVEMENT STANDARDS, DATED 1982 , COUNTY ORDINANCE NO. 461, RIVERSIDE COUNTY FLOOD CONTROL AND WATER CONSERVATION DIS- TRICT STANDARD DRAWINGS , SUBSEQUENT AMENDMENTS , AND "STANDARD SPECIFI- CATIONS FOR PUBLIC WORKS CONSTRUCTION" (GREEN BOOK) , 1982 EDITION. A yo 3. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO APPLY Q TO THE RIVERSIDE COUNTY ROAD DEPARTMENT, PERMIT SECTION, FOR AN ENCROACH- FOR ALL WORK ON EXISTING COUNTY MAINTAINED .ROADS, AND FOR MENT PERMIT 0 PROJECT SITE !o Z z T UTILITY WORK WITHIN OFFERS OF DEDICATION FOR PUBLIC USE. 4. ALL UNDERGROUND FACILITIES, WITH LATERALS , SHALL BE IN PLACE PRIOR TO PAVING THE STREET SECTION INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: sa��iaGo SEWER, WATER, ELECTRIC, GAS , DRAINAGE. R.pq 0 S, CURB DEPRESSIONS AND DRIVEWAY APPROACHES WILL BE INSTALLED AND NSTRUCTION NOTES & QUANTITY ESTIMATE CONSTRUCTED ACCORDING TO COUNTY STANDARD NO.207, To sAnF 0/E60 AS DIRECTED IN THE FIELD, DESCRIPTIONI 6. ALL STREET SECTIONS ARE TENTATIVE . ADDITIONAL SOIL TESTS PJIAY BEHYPOTHETICAL TOWNSHIP 8S, RANGE 3W9 SECTION 11 TAKEN AFTER — T R ROUGH GRADING TO DETERMINE THE EXACT STREET SECTION REQUIRE- 1 ® PROTECT IN PLACE SAN BERNARDINO MENTS. USE STANDARD NO. 401 IF EXPANSIVE SOILS ARE ENCOUNTERED. 2 SAWCUT AND REMOVE EXISTING A.C. PAVEMENT MERIDIAN 7° "ASPHALTIC EMULSTION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN FOURTEEN 10"ATION MAP DAYS FOLLOWING PLACEMENT OF THE ASPHALT SURFACING AND SHALL BE APPLIED 3 CONST. P.C.C. CURB AND GUTTER TYPE "A-6" (6" C.F. ) PER RIV. CO. ROAD DEPT. STD. NO. 200 /i5o AT A RATE OF 0.05 GALLON PER SQUARE YARD. ASPHALTIC EMULSION SHALL CONFORM TO SECTIONS 37, 39 AND 94 OF THE STATE STANDARD SPECIFICATIONS . 4 CONST. 0.31 ' A.C./1 .50' BASE (CLASS III) OR AS DIRECTED BY THE FIELD INSPECTOR 7 F 5 PLACE FLEX PLASTIC GUIDE MARKERS NO. 711-60NR (5' ) 8 1N5T4LL 57_2EET T,�EE5 /A/ 4CG0,Z0,41V6E WITH 020/NA/VCE #4 0. 53 6 CONST. 3' WIDE A.C. OVERSIDE DRAIN -1�p�OR c�� �}p1 �FY UPJ RG Np �E��1��E ALS 7 CONST. P.C.C. DRIVEWAY APPROACH (W=24' , X=2' ) PER STD. NO. 207 I - Sod -422 -413 PC( `,kA�"( g� uO�� �IOR T® �G11�I.111.1G OF Co T��cTiOK[. 8 CONST. P.C.C. SIDEWALK (W=6' ) PER STD. NO. 400 & 401 G.F. 9 CONST. VARIABLE A.G. OVERLAY SHEETINDEX 1 . GENERAL NOTES , LOCATION MAP, TYPICAL SECTION, CONSTRUCTION NOTES & QUANTITIES 2. STREET IMPROVEMENTS : STA. 1+52 . 47 TO STA. 2+29 . 97 33` 33` 30, 24 g ' 1 i EXIST. EP /7 t I I Z I ®— �JI �-f g 3 EX/5T. ^fgoV6-MEN7S PER �Z _ . TYPICAL SECTION .21 A.C. / 1 .10 CLASS 2 A.B. r RECOMMENDED FOR SIGNATURE BASIS OF BEARINGS FSTD. K THE BEARINGS SHOWN HEREON ARE BASED ON THE F RIVERSIDE B.M. N0. '600-7-68 ,�}FLSSt��� ENTERLINE OF FELIX VALDEZ AVENUE, AS SHOWN ON RASS DISK, STAMPED J-63, AT TEMECULA, ON MAIN STREET, yo�A,�a P.M. 12549 (BK. 74/84-89) , BEING N.45°31 ' 22" W. 100 FEET SOUTH OF AND ACROSS THE STREET FROM THE POST OFFICE, AT A HOTEL BUILDING (FORMER FIRST NATIONAL BANK' BUILDING) , SET VERTICALLY IN THE NORTHEAST CONCRETE WALL, 1 .5 FEET NORTHWEST Dare � • m `. �. Ki.uG OF THE EAST CORNER OF A DOOR COLUMN AT THE EAST CORNER OF THE EXP.313191 DRAWN BY: BUILDING, 2.3 FEET ABOVE THE FIRST CONCRETE ENTRANCE STEP, AND Dare ��. G°dYltti �' � ABOUT 2, FEET HIGHER THAN THE STREET. DESIGNED ev: T•ENGEL O�G N�`� Dare ADJ . DATE: 1970 ELEV. 1005.651 crlecKeD BY: R.HOWARD 9_6 UNDERGROUND UCTU REVISIONS: APPROVED BY: ® obeft eirl, illiam`;Frost 6&mss®ciates COUNTY OF RIVERSIDE ALL LN0ERGROU ND -IL'T'.E4 '.R STPLCl"PES REPORTED BY THE OWN,-R OR OTHERS C' PROFESSIONAL ENVIRONMENTAL ENGINEERS & PLANNERS AND MA rHOSE sHOwN N `_E RF R ;S EXAM NEE ARE NC CA, Ec WITH THEIR APPRoxi., a REGISTE ED CIVIL ENGINEER N0, 294!04 AND EX—N-N' 'HE vYNER B`+ n, GEPT�N THESE PLANS CiR PROCEEDING WI1H ua�5'��L �.�D. SJ;�E G, vCNO CHLrORNIA. CALIFvRf�ilA 92350 NFL, DATE: iMPRC�EMENTS �". R� AN* -E uE' AGREES TC 4GSIlME IAB-LIrt AND TC' H�:�LD LNDER /7w;676 8042 SIGNEL, HARM-ESS c_P AN �)4 eGES RES, E T�rG GP—M 'HE tX15.ENCc OF uNUERG ROUND ,. L 'IES OR SrRI ( T, REe NOT PERS RTEc HF ,,NDERSGNer NOT INCICATED ON THE APPROVED BY: SCALE: BENCH MARK: TREE zo Pi.Bi IC RECORDS EXAM NEC, ��c-ATE^- A' '.®R'ANCE WITHHAt REPORTED OR SHOWN ®F S(IEETS� .7H RECt:RAS SHOWN D< EXAMINEr 'HE L: NIRA-TCIR �5 REOURED TO TAKE DUE PRECAUTIONARY 07ec t�EF� HFi�� THE �TI� TES OR STRI�C TU RES SHOWN AND ANY OTHER UTILITIES n \ C� TITLE SHEET MEASURES TO PROT EC-* THE CONTRJC�CTOR5 RESPONSIBILITY TO OR STRUCTURES FOUND AT THE STE T SHALL BE V IDE COU CALIF. FELE N®. NOTIFY THE OWNERS OF THE LTIL TEES OR STRUCTURES CONCERNEC BEFORE STARTING F ROAD CO MIS TONER DATE: DATE W.O. FOR: F.B. 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OVERLAY t EXP. 3/31491 , . 1, 9 d 4 �Tcr 0 C p,0 RECOMIMEN D FOR REVISIONS: e�PRO\fE0 H31': SIGNATURE ober iq, lllram`Fro-st ss®crates e yOW4�AJ" REGIST ED CIVIL ENGINEER NO. 25464• )7405-sioNAL ENVIRONMENTAL ENGINEERS & PLANNERS w / ?i4u5 v'vcz':-�C-D, SJ'�TE C, -?A\CHO C�;!'..FORNIA, CALIFORNIA92390 DATE: P. DAT 3/31/9{ 416768042 SCALE: BENCHMARK. SceE -fh2c,E7' 1 OF SHEETS DESIGNED PPROYED `(: /0?lZ. /�"- D` T. E1V6EEL. rr ® + FILE NO. - CHECKED JOB NUMBER FOR AD CO MISS NER DATE Vd.0. FOR: F.B. , DATE: 4l. fF AIOWA4R0 24430 Ir ' ,IN. 24480