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HomeMy WebLinkAboutTR 25476 - Riverside Street in Rosetta Canyon - 5 pgs ESTIMATE OF STREET IMPROVEMENT QUANTITIES GENERAL NOTES RIVERSIDE COUNTY NO DESCRIPTION TAT, i. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/OWNER OR CONTRACTOR TO APPLY TO THE RIVERSIDE ' -0.33'THICK (TOTAL AREA-104,036 S.F. 2.4 TON COUNTY TRANSPORTATION DEPARTMENT,PERMIT SECTION,FOR AN ENCROACHMENT CONSTRUCT A.C.T PERMIT FOR ALL WORK IMPROVEMENT PLANS OVER A.B. CL II-0PAI THICK(TOTAL SEAL) SF.) 14.75 C.Y. PERFORMED WITHIN PUBLIC RIGHT-OF-WAY,DEDICATED AND ACCEPTED FOR PUBUC USE; AND TO BE ASPHALT EMULSION(PAINT THICK (T BINDER/FOG SEAL) ,685 TON RESPONSIBLE FOR SATISFACTORY COMPLIANCE FOR ALL CURRENT ENVIRONMENTAL REGULATIONS DURING THE LIFE OF CONSTRUCTION ACTIVITIES FOR THIS PROJECT, ADDITIONAL STUDIES AND/OR PERMITS MAY BE REQUIRED. PER TYPICAL SECTIONS ON THIS SHEET. 2. THE CONTRACTOR SHALL TI RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA,AND RELOCATION RIVERSIDE STREET CONB,RUQT B"TYPE"A-8"CURB PER RIVERSIDE COUNTY STANDARD N0. 201. 1,073 L.F. COSTS OF ALL EXISTING UTILITIES. PERMITTEE MUST INFORM COUNTY OF CONSTRUCTION SCHEDULE AT LEAST 48 CONSTRUCT SIDEWALK.PER RIVERSIDE COUNTY STANDARD NO.401,4"THICKNESS 7.485 S.F. HOURS PRIOR TO BEGINNING OF CONSTRUCTION. 4 CONSTRUCT LOCAL DEPRESSION PER R.C.T.D. STANDARD NO.311 (CASE PER DETAIL ON SHEET 5) 2 EA. PHONE: (951)955-6790 FOR PERMIT CASES(C.U.,P.U.,P.P.OR VOLUNTARY),CABAZON AND AREA WEST. � _ /3. THE DEVELOPER WILL INSTALL STREET NAME SIGNS CONFORMING TO COUNTY STANDARD N0.816. I 30 CONSTRUCT CURB RAMP PER RIVERSIDE COUNTY STANDARD PLAN NO. 403. 3 EA. 389 _ 29 6 GRIND&OVERLAY(2'MIN.)AS SHOWN ON PANS. g S.F.S. 4. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE RIVERSIDE COUNTY TRANSPORTAT ON DEPARTMNT 28 6 7 .RELOCATE POWER POLE. 1 EA. IMPROVEMENT STANDARDS AND SPECIFICATIONS,LATEST EDITION,COUNTY ORDINANCE N0.461 AND SUBSEQUENT / 8 REMOVE STREET UGHT. AMENDMENTS, I 27 9 � 1 EA 5. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO NOTIFY THE ENGINEER TO INSTALL STREET CNTERUNE / 62 RELOCATE FIRE HYDRANT. MONUMENTS AS REQUIRED BY RIVERSIDE COUNTY ORDINANCE NO.461 (TRACT AND PARCEL MAPS ONLY). 26 PROTECT POWER POLE IN PLACE. 8 EA. 6. ALL UNDERGROUND FACILITIES,WITH LATERALS,SHALL BE IN PACE PRIOR TO PAVING THE STREET,INCLUDING, .- E 23,336.96 25 - 1 REMOVE ABANDONED POWER POLEeK EA. EXISTING AC PAVING TO BE REMOVED. 25,1 S.F. BUT NOT LIMITED TO THE FOLLOWING: SEWER,WATER,ELECTRIC,GAS,STORM DRAINS. I 24 g3 0 EXISTING STATE wN/ // NOT USED 1 S.F.S. 7. CURB DEPRESSIONS AND DRIVEWAY APPROACHES WILL BE INSTALLED AND CONSTRUCTED ACCORDING TO COUNTY HIGHWAY 74 C/L STANDARD NO.206 AND/OR NO.207,AS DIRECTED IN THE FIELD. / 64 CONSTRUCT DRIVEWAY PER RIVERSIDE COUNTY STANDARD AR 207 N 203,970.99i/ 22 CONSTRUCT Be AC DIKE PER COUNTY RIVERSIDE STANDARD PAN N0.212 950 L.F. E 203,970.91 OF YVJ-1 21 66 CONSTRUCT A.C.-0.25'THICK OVER 90%COMPACTED NATIVE(ADA ACCESSIBLE PADS AT SIGNAL) 70 S.F. B. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR T DEVELOPER TO APPLY TO THE CALIFORNIA DEPARTMENT // / 0 JVJS�fJp'S ® CONSTRUCT 8"CURB ONLY PER CALTRANS STD. PLAN A-87,DETAIL Al-8 292 L.F. MI TRANSPORTATION(CALTRANS)FOR AN ENCROACHMENT PERMIT FOR ALL WORK PERFORMED WITHIN THE STATE I RIGHT of war. < �� SUNNYSLOPE, S D.I z0 67�I © TOTAL 9. IT MALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR DEVELOPER TO INSTALL AND MAINTAIN ALL i ", COUNTY M,B. -13/B1 CONSTRUCTION,REGULATORY,GUIDE AND WARNING SIGNS WITHIN THE PROJECT LIMITS AND ITS SURROUNDINGS TO / STORM DRAIN LINE "Z" I I 0 100 200 400 600 800 19 68 L� NO DESCRIPTION QUANTITY PROVIDE SAFE PASSAGE FOR THE TRAVELING PUBLIC AND WORKERS UNTIL THE FINAL COMPLETION AND - SEE SHEET 5 I 18 69�1 INSTALL 18"R.C.P.(SEE PROFILE FOR D-LOAD) 233 L.F. ACCEPTANCE OF THE PROJECT BY THE COUNTY. A TRAFFIC CONTROL PLAN MUST BE SUBMITTED FOR O,e=21.1 CFS SCALE: 1' = 200' i r ,70 INSTALL 30"R.C.P.(SEE•PROFILE FOR D-LOAD) 108 LF. FOR REVIEW AND APPROVAL PRIOR TO OBTAINING AN ENCROACHMENT PERMIT. Qse=33.6 CFS PM 87/86 M 67 86 PM 87/Bfi L Q,o=2.7 CFS \ PARCEL $ AR j PARCEL. 7 16 71 I CONSTRUCT CATCH BASIN N0.1 PER R.C.T.D.STD DWG.NO.300. 2 EA. 10. ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TESTS MAY BE TAKN AFTER ROUGH GRADING TO Q,p4.4 CFS v. \ r TRACT BOUNDARY > \ CONSTRUCT MANHOLE NO. 1 PER R.C.F.C.&W.C.D. STD.DWG MH 251. 1 EA. DETERMINE THE EXACT STREET SECTION REQUIREMENTS. USE STANDARD NO.401 IF EXPANSIVE SOILS ARE \ r i COUNTY BOUNDARY 15 W ENCOUNTERED, ti \ STORM DRAIN - PM BB/B4 72 CONSTRUCT MODIFIED DRAINAGE INLET PER CALTRANS D75 TYPE OMP. 1 EA. 11. ASPHALTIC EMULSION(FOG SEAL)SHALL BE APPLIED NOT LESS THAN FOURTEEN DAYS FOLLOWING PLACEMENT OF \� SEE TRACT 476 PARCEL 1 - CONSTRUCT SINGLE HEADWALL PER CAL-TRANS STD.PLAN D89. 2 EA. THE ASPHALT SURFACING. FOG SEAL AND PAINT BINDER SHALL BE APPLIED AT A RATE OF 0.05 AND 0.03 \ STORM DRAIN LINE "B-1" 13 REMOVE EXISTING 24"CMP STORM DRAIN PIPE,HEADWALL&RIP RAP. 79 LF. GALLONS PER SQUARE YARD RESPECTIVELY. ASPHALTIC EMULSION SHALL CONFORM TO SECTION 37,39,AND 94 \ '• ' \ SEE TRACT 25476 OF THE STATE STANDARD SPECIFICATIONS. \ TRACT BOUNDARY 12 1� 0 SHEET 3 SHEET 4 COUNTY BOUNDARY 12. INSTALL STREET TREES IN ACCORDANCE WITH ORDINANCE NO.460 AND 499.(ACER SACCHARINIM,QUERCUS ALBA, --- --- -- - -�r-�--- -�� 0 I ESTIMATE OF STREET EARTHWORK QUANTITIES AND ERYIHEA EDULu s) TOTALg\ -~ _ DESCRIPTION QUANTITY 13. STREET LIGHTS SHALL BE INSTALLED IN ACCORDANCE W TH THE APPROVED STREET LIGHTING PAN. NOTE' _ " ` � �� _____ - ROADWAY EXCAVATION 3,118 C.Y. 14. AS DETERMINED BY THE TRANSPORTATION DIRECTOR,THE DEVELOPER IS RESPONSIBLE AS A MINIMUM FOR ROAD �- INDICATES DIRECTION OF DRAINAGE IMPROVEMENTS TO CENTERUNE,AND MAY BE REOUIRED TO RECONSTRUCT EXISTING PAVEMENT,INCLUDING BASE, R CT BOUNDARY CTry LAKE TREE 1 LGHHTT LIG - R/W E133.00' 4Q5m _ 11 R/W AND MATCHING OVERLAY REQUIRED TO MEET THE STRUCTURAL STANDARDS FOR THE CURRENT ASSIGNED TRAFFIC PAVING LEGEND C NTY BOUNDARY LIGHT 3 2 157 158 159 160 18 162 163 164 214 215 216 217 218 219 2 0 221 r c INDEX. vARIEs 15. ONLY LANDSCAPING CONSISTING OF GRASS AND PARKWAY TREES MAY BE INSTALLED WITHIN PARKWAYS ON LOCAL I�INDICATES PROPOSED&C.PAVING LO.T, �� �� 4 _ VARIES 7g,3 7.9't 5'-8' RESIDENTIAL STREETS WITHOUT SEPARATE LANDSCAPE PLANS. ALL OTHER TYPES OF LANDSCAPING IN THESE / INDICATES PROPOSED OVERLAY TOYY END'S 9 8 7 6 5 $- (1.5- (24m) (11-W (11.8' 21m 2.1m 3Bm) (J Bm) (2.41n) V- AREAS,AND ALL LANDSCAPING ON ALL OTHER STREETS,SHALL REQUIRE SEPARATE LANDSCAPE PLANS. ALL INDICATES PROPOSED CONCRETE SIDEWALK SUNNYSLOPE, S.D. 157 107 106 165 2i3 197 196 3.7m) 24m) LANDSCAPING ENCROACHMENTS SHALL CONFORM TO RIVERSIDE COUNTY"STANDARDS RELATING TO THE 8 a �,• ADMINISTRATION OF LANDSCAPE ENCROACHMENTS",DATED JUNE 1990. (,,'( INDICATES EXISTING AC PAVING TO BE REMOVED COUNTY M.B. I3/BID 7 158 108 105 166 ! 211 - Ny 16, ANY PRIVATE DRAINAGE FACTURES SHOWN ON THESE PLANS ARE FOR INFORMATION ONLY, BY SIGNING THESE 19 ,an , 272 198 �195 t. MAV. ftia....>•.�;Ad PVaa"mu S�f'- IMPROVEMENT PLANS,NO REVIEW OR APPROVAL OF THOSE PRIVATE FACILITIES IS IMPLIED OR INTENDED BY THE INDEX MAP 1�r- / r �)�~-�it f�' "-�` RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT. GRADING NOTES: J ,j-1 /\(- J L,J J EXITHNG HWY 74 IMPROVEMENTS 17• o.CONSTRUCTION PROJECTS DISTURBING MORE THAN ONE ACRE MUST OBTAIN A NATIONAL POLLUTANT DISCHARGE 1.NOTE TO CONTRACTORS: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR LEGEND OF ABBREVIATIONS & SYMBOLS ELIMINATION SYSTEM(NPOES)PERMIT. OWNERS/DEVELOPERS ARE REQUIRED TO FILE A NOTICE OF INTENT(N01) STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS APPROVAL wrEee11 s,Arr, NTH THE STATE WATER RESOURCES CONTROL BOARD(SWRCB)AND PREPARE A STORM WATER POLLUTION OF THESE PLANS BY THE COUNTY OF RIVERSIDE DOES NOT CONSTITUTE A REPRESENTATION AS TO THE T.C. TOP OF CURB 700 --. EXIST.CONTOUR atst• STATE HIGHWAY 74 PREVENTION PLAN(SWPPP)AND MONITORING PLAN FOR THE SITE. ACCURACY OR COMPLETENESS OF THE LOCATION,NOR THE EXISTENCE OR NONEXISTENCE OF ANY F.L. FLOWUNE ELEV, -700- PROP. CONTOUR T.I.=11.5, R-VALUE=28, A.C.=0.65', A.B.=1.50' UNDERGROUND UTILITY,PIPE OR STRUCTURES WITHIN THE LIMITS OF THE PROJECT.THE CONTRACTOR IS TRACT 25477 _ b.PRIOR TO ANY CONSTRUCTION,THE DEVELOPER SHALL PROVIDE THE COUNTY A COPY OF THE NOI WITH A T.G. TOP OF GRATE -- PROPERTY LINE SHOWN FOR REFERENCE ONLY, BUILT PER CALTRANS CONTRACT DWG NO 08-4641 2 4) VALID VYDID NUMBER. REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEASURES FOR THE PROTECTION OF ALL UTILITIES,PIPES A G.B. GRADE BREAK - - - DAYLIGHT LINE N.T.S. OR STRUCTURES,WHETHER SHOWN ON THESE PLANS OR NOT.ANY LITHE DAMAGED DURING THE F.G. FINISH GRADE 2M SHEET FLOW RATE R/W 18. THE DEVELOPER SHALL BE RESPONSIBLE FOR THE INSTALLATION OF ADDITIONAL SIGNS AND MARKINGS NOT PERFORMANCE OF THE WORK SHALL G REPAIRED OR REPLACED TO THE SATISFACTION OF THE GRADED-WALE R/W e• GOVERNING AGENCY BY THE CONTRACTOR AT HIS EXPENSE. R.G. ROUGH GRADE r CENTERLINE INCLUDED IN THE SIGNING AND STRIPING PAN WITHIN THE PROJECT AREAS,OR ON ROADWAYS ADJACENT TO THE ACT 2 4 F.S. FINISH SURFACE PROJECT BOUNDARIES;UPON THE REQUEST OF THE DIRECTOR OF TRANSPORTATION OR HIS DESIGNEE TO 2.ALL WORK SHALL CONFORM TO COUNTY CODES,STANDARD SPECIFICATIONS FOR PUBLIC WORKS -��.`a`:- �� µ IMPROVE TRAFFIC SAFETY ON THE ROADS UNDER JURISDICTIONINV. INVERT OF DRAIN SWALE HIGH POINT N OF THE DEVELOPER. (LATEST EDITION),AND STANDARD DRAWING OF THE COUNTY OF RIVERSIDE.IT IS THE CONTRACTOR'S RAMSGATE INE 19. EXISTNO STORM DRAIN PIPES/CULVERTS(WHETHER TO BE CONNECTED T0,EXTENDED,ADJUSTED,DRAINED T0, RESPONSIBILITY TO BE FAMILIAR WITH THESE STANDARDS AND CODES AT ALL TIMES. P. PAD ELEVATION SWALE -S✓ 1 OR JUST IN THE PROJECT VICINITY)MUST REPAIRED,AND CLEANED TO MAKE THEM FUNCTIONAL AND °L__ ACCEPTABLE AS DIRECTED BY THE TRANSPORTATION DEPARTMENT. NT.T. 3.THE CONTRACTOR SHALL NOTIFY THE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT 24 HRS F.F. FINISH FLOOR ELEV. SUBDRAIN .PRIOR .#1 G.F.F. GARAGE FINISH FLOOR AREA DRAIN -.2X. TO BEGINNING ANY WORK.CALL FOR INSPECTION AT(951)955-6888 EXT. 25 BETWEEN THE HOURS OF TOP OF SLOPE - 9:00 A.M.TO 4:00 P.M.MONDAY THROUGH FRIDAY. w B.V.C. BEGIN VERTICAL CURVE - - `. a Js" E.V.C. END VERTICAL CURVE - TOE OF SLOPE 3 RIVERSIDE STREET 3 y-1 4.CONTRACTOR SHALL MAINTAIN TRAFFIC CONTROL IN ACCORDANCE WITH 2O03 MUTCD AND 2DS MUTCD ��s P.I. POINT OF INTERSECTION ® RETAINING WALL JOIN 2 2 ESTIMATES OF EARTHWORK QUANTITIES: (1999)RNIA SUPPLEMENT,CALTRANS STANDARD PLANS CONSTRUCTION AND THE CALTRANS STANDARD SPECS E.P. EDGE OF PAVEMENT « FIRE HYDRANT TRENCH (10+00.00 TO 15+50.00) (1999)AND WATCH MANUAL AT ALL TIMES DURING CONSTRUCTION AS APPROVED BY COUNTY ENGINEER � CULT_ FILL_ OR HIS/HER REPRESENTATIVE.FAILURE TO DO SO SHALL REQUIRE IMMEDIATE WORK STOPPAGE. 's ��" -T.W. TOP OF WALL ELEV. CF-b STREET LIGHT TYPICAL SECTION STANDARD 102 RAW CUT/RUL 812 C.Y. 1,616 C.Y. T.F. TOP OF FOOTING ELEV. � SOUND OR SCREEN WALL T.I.=8.0, R-VALUE=28, A.C.=0.33', A.B.=0.67' BULKING(9%) 73 C.Y. 0 C.Y. 5.IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO HAVE A RESPONSIBLE REPRESENTATIVE AT THE D.F. DEEPENED FOOTING DEEPENED FOOTING AREA=33,349 SF, A.C.=800 TONS, A.B.=828 CY JOB SITE AT ALL TIMES DURING CONSTRUCTION. VICINITY MAP L. LENGTH D 0 . WATER METER DESIGN SPEED = 50 M.P.H. n OVER-EXCAVATION OF STREET 520 C.Y. 1,502 C.Y. DWY. DRIVEWAY CATCH BASIN&LOCAL DEPRESSION BULKING OF OVER-EXCAVATION (9%) 47 C.Y. 0 C.Y. 6.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ARRANGE FOR THE NECESSARY RELOCATION N.T.S. IIA1 OF ANY UTILITIES.CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES INVOLVED AT LEAST 48 HRS.PRIOR SEC.28&29 T.5S. N.T,S. NOT TO SCALE 3'O.X DEPTH OF REQ'D OVER EXCAVATION R/W 88: ____R/W M >c TOTALS 1,452 C.Y. 3,118 C.Y. TO BEGINNING WORK.THE CONTRACTOR SHALL ALSO CONTACT UNDERGROUND SERVICE ALERT(U.S.A.)AT A P.U.E. PUBLIC UTILITY EASEMENT CUT ILL LINE - BALANCE(IMPORT): 1,666 C.Y. SHORT 1-800-422-4133 AT LEAST 48 HRS.PRIOR TO BEGINNING WORK. ® �,ALTRING� TRACT BOUNDARY g"MONUMENT eta J o �--- p�p E _ •E 8"A.C. � REMEDIAL QUANTITIES ARE DETERMINED PER THE RECOMMENDATIONS OF THE SOILS REPORT 7.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEANING OF THE PROPOSED WORK AREA,AND ---- RIGHT OF WAY Om. I SEE PLAN YKE $ e -` EMEN . 2S PAVTUEMREN 20E2004D ENTITLED BY -ROUGH GRADING PLAN REVIEW,OCIATES, INC. AS JOB TRACTSN25477RAND825476,AROS TTA0CANYON COUNTY OF RIVERSIDE COST OFFCONSTRUCTIbN SCHEDULE PRIOR SUBDIVIDER TO THE BEGINNING OCITY OF CONSTRUCTION.ORE AND TOPOGRAPHIC�SURVEY DSOURCE• _ V FUTURE - i u 4 7 (FORMERLY KNOWN AS RAMSGATE PROJECT),LAKE ELSINORE, RIVERSIDE COUNTY,CALIFORNIA" COUNTY BOUNDARY 8.ALL EXISTING UNDERGROUND UTILITIES AND STRUCTURES MUST BE POTHOLED AND ELEVATIONS VERRIFIED ARROWHEAD MAPPING f FUTURE W FUTURE 'I'Ae. f aR FUTURE d '"'TURE 'F!' PRIOR TO CONSTRUCTION.THE ENGINEER OF RECORD SHALL BE NOTIFIED OF ANY NECESSARY REVISIONS 431 MACKAY DRIVE VARIES SIDEWALK SIDEWALK NOTE TO THE APPROVED PLANS.THE REVISIONS SHALL BE IN THE FORM OF"AS BUILT"PLANS SUBMITTED TO R/W -18 R R/W CURB RIVERSIDE STREET CURB THE ABOVE LISTED QUANTITIES REFLECT THE ENGINEER'S ESTIMATE OF THE ACTUAL VOLUMES THE COUNTY ENGINEER FOR APPROVAL PRIOR TO THE FINAL ACCEPTANCE OF THE PROJECT BY THE SAN BERNARDINO, CA 92401 OF MATERIAL CUT AND FILLED, THESE QUANTITIES ARE FOR ESTIMATING AND BONDING COUNTY ENGINEER. (909)887-5969 (15+50.00 TO 17+40.00) PURPOSES ONLY. THE CONTRACTOR IS RESPONSIBLE FOR COMPUTING HIS OWN QUANTITIES 9.ALL EXISTING MONUMENTATION DISTURBED OR DESTROYED DURING CONSTRUCTION SHALL BE REPLACED DEVELOPER: SOILS ENGINEER: E/P _ _ _ TYPICAL SECTION STANDARD 102 FOR CONTRACT PURPOSES. SHRINKAGE,SUBSIDENCE, AND ANY REMOVALS ARE BASED ON E G T.I.=8.0, R-VALUE=28, A.C.=0.33', A.B.=0.67' TO COUNTY STANDARDS AS APPROVED ET THE COUNTY ENGINEER.CENTERLINE TIES ARE R FURNISHED CENTEX HOMES ALBUS-KEEFE&ASSOCIATES,INC. PLAT TURF SEE i SEE FUTURE o,E FIELD DATA OBTAINED FROM THE SOILS ENGINEER AND ACTUAL FIELD CONDITIONS DURING TO THE COUNTY ENGINEER UPON COMPLETION OF THE PROJECT BEFORE ACCEPTANCE IS GRANTED. JPAVEMEN AREA=7,628 SF, A.C.=180 TONS, A.B.=174 CY a' CONSTRUCTION MAY VARY. 10.AN ENCROACHMENT PERMIT SHALL BE REQUIRED FOR ALL CONSTRUCTION WORK DONE WITHIN PUBLIC 2280 COR0 AA CA 92880 2896 SUITERDLOW CIRCLE, 150 1403 NORTH ORANGE,CA 92867 A STREET,SUITE 115 , --• M' js {?=-"'` DESIGN SPEED = 50 M.P.H. R/W RIGHTS-OF-WAY.BEFORE ISSUANCE OF SAID PERMIT,THE CONTRACTOR/DEVELOPER MUST PROVIDE THE TELEPHONE (909)279-4000 (714)744-9760 '� NTURY y FUTURE 1 FUNRE�, TURE R/W LEGAL DESCRIPTION COUNTY ENGINEER WITH CERTIFICATE OF INSURANCE,REQUIRED BONDING FOR PUBLIC IMPROVEMENTS.THE SIDEWALK CURB CURB sloEwALK z ENCROACHMENT PERMIT MUST BE PRESENT AT THE JOB SITE DURING THE TOTAL TIME FRAME OF PROJECT FAX (909)273-2100 J.N.1218.00 RIVERSIDE STREET , BEING A SUBDIVISION OF PARCELS 2 AND 3 OF PARCEL d MAP 19924 ON FILE IN BOOK 122 OF PARCEL MAPS, CONSTRUCTION WITH APPROVED SET OF IMPROVEMENT PLANS. � 0: (25+67.84 TO 29+38.17 & 35+82.02 TO 39+29.71) �,� B"D��. E E 8 A C. ro` 5 oa PAGES 44-48,TOGETHER NTH PARCEL 3 OF LOT LINEYKE ,- w TYPICAL SECTION STANDARD 102 FUTURE 1 TURF '� ADJUSTMENT NO,02-08 RECORDED MARCH 11,2003 AS 0 AVEM VEIAEN SE; INSTRUMENT NO.2003-169226,TOGETHER WITH PARCEL 1 PAVING LEGEND 2.0'MIN.OR AS DIRECTED � N T.I.=8.0, R-VALUE=28, A.C.-0.33', A.B.=0.67' __ P ENT, �x 2X PA __ c i EIG /4-LUARAND A PORTION OF PARCEL 2 OF LOT LINE ADJUSTMENT S AREA=22,347 SF, A.C.555 TONS, A.B.-536 CY y/�.. -" '"" - _ �g NO.03-10 RECORDED OCTOBER 31,2003 AS INDICATES PROPOSED A.C. PAVING INDICATES SLOPE GRIND 0.15'MIN., 1.0' DESIGN SPEED = 45/50 M.P.H. ^ FUTURE u FUTURE --a'AH. i'as FUTURE',u rOTUBE INSTRUMENT NO.2003-863408,ALL OF OFFICIAL SIDEWALK SIDEWALK �.o EXIST. PAVEMENT AND SAWCUT AND REMOVE CURB g.LVERSIDE STREET CURB DIAL TWO WORKING RECORDS OF RIVERSIDE COUNTY,CALIFORNIA. OVERLAY 0.15'MIN. BEFORE EXIST. PAVEMENT INDEX OF SHEETS: (17+40.00 TO 25+67.84) DAYS BEFORE INDICATES PROPOSED OVERLAY INDICATES EXIS1TAtG PAVING YOU DIG YOU DIG BASIS OF BEARINGS: SHT•N0, DESCRIPTION TYPICAL SECTION STANDARD 102 8fj THE BEARINGS FOR THIS SURVEY IS THE CALIFORNIA .:; 1 TITLE SHEET INDEX MAP T.L 40,7 R-VALUE=28, A.C:TONS, A.B.-O.6T 1 TOLL FREE 1-800-227-2600 STATE PLANE COORDINATE SYSTEM,ZONE 6,NORTH NOTE 2 STREET IMPROVEMENTS PLAN&PROFILE AREA=40,712 SF, A.C:1,010 TONS, A.8.=977 CY AMERICAN DATUM 1983,AS DETERMINED LOCALLY BY THE EXISTING PAVEMENT 3 STREET IMPROVEMENTS PLAN&PROFILE DESIGN SPEED = 45/50 M.P.H. NEW PAVEMENT 1. ALL VALVES AND MANHOLES SHALL BE ADJUSTED TO FINAL STREET FINISH SURFACE PER APPROPRIATE PLANS. 4 STREET IMPROVEMENTS PAN&PROFILE CALTRANS PERMIT N0. 08-OS-6-SN-0609 A PUBLIC SERVICE BY LINE BETWEEN TUGS COBS STATIONS SHEET AND"PPBF", PAVEMENT JOINT DETAIL 5 STORM DRAIN PANS PLAN&PROFILE UNDERGROUND SERVICE ALERT BOTH -4 PUBLISHED ON TUGS DATA SHEETS,BEING 2. ALL BLUE DOT PAVEMENT MARKER SHALL BE INSTALLED AT LOCATIONS PER THE WATER PANS. 6 0 N31'30'44"W(EPOCH 2O00.35). � N.T.S. z NM- SEAL-COUNTY COUNTY OF RIVERSIDE SEAL-ENGINEER HUNSAKER & ASSOCIATES USC AND GS BENCH MARK DISK IN CONCRETE MS 4024 I.P. NO. 050074 SHEET N0. MONUMENT STAMPED D NIA 1GH IS 4 3 WEST COUNTY OF RIVERSIDE WORK CONTAINED WITHIN THESE PLANS TRANSPORTATION DEPARTMENT IRVINE, INC OF CENTERLINE CALIFORNIA HIGHWAY 74,33 FT + w SHALL NOT COMMENCE UNTIL AN Q0.oYEsslgy4 APPROVED BY: °Q�°HOOo�yi INLAND EMPIRE REGION SOUTH OF POWER POLE 19319 CWT. 1 �5 ENCROACHMENT PERMIT AND/OR A ¢`"° A°r s^>> S�`yhl HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. STREET IMPROVEMENT PLAN o GRADING PERMIT HAS BEEN ISSUED, y ,1 / 2900 ADAMS STREET,SUITE A-15 N0.33950 AIiJY ' �'-'e` ''4NO.58020 ��j, RIVERSIDE CA 92504 (951)352-7200 ELEV.1425.78 NAVD 88,HWY ELEV.1423.31 NGVD 29 SCHEDULE "A" The private anglneer signing these plena le reeponsMe for aeeuring the accuracy EXP.6/30/08 a/ HALED OTHM N R. 33950 EX.: 8 30 OB DATE 1 e ExP•0/30/08 PLANNING/ENGINEERING/SURVEYING/GOVERNMENT RELATIONS NOTE. THE H7iACAL DAZUdf FOR THE POLITE 74 / / ( PRO,�CT IS 2.45 fEET LONER 7NAN)HE IERRCAL TITLE SHEET OF 5 SHTS. and accepGEdlty of the daeign hereon.In tha event of dlxrepaneles arising after I s� PREPA Y: R.C.E. NO 58020 DATUM FOR THE TRACT IMPROWEMENT PROUECT. FOR: W.O.: COUNTY ,1``'�' ci Vl &� SCALE: US HOMES INLAND,INC. 0919-25476 FILE NO. IrI county opprovol or during construction,the private engineer shall be responsible MARK BY DATE APPR. DATE (1\"'k °jyjL dF` z .61 for determining on accaptabb wlutian or revising the plans for approval by REVISIONS °F eAUf ____ $ .3 9F CAC1F Dj� H: AS SHOWN V: AS SHOWN m yp he county. ENGINEER COUNTY cx RECOMMENDED BY: BOYLE ENGINEERING DATE P UD TON, JR. IMPIES HMO pit 2 It Fj - 1; < •e �7� .. _ — NOR4if 3 o ee a [j �a•e e'��, • ,"2 -. 1 eat - • ms s - ME Nil in a IN IN 0 -- A ��� _�a �_�pinmass u> —L'T NETT' �tg��n .i$ i �-� �� ® - _ ��8 _ �� rinil __ t FS gang Own e-4 mom 11LE5. IF mom- milm Q e 9B1 � a4 �� � tei ,aI aim NINE RMT. : '� ••o r o° r � �� � Imp€N lop �� ,� •. ON 41 11 � 3' '' " 3•e�✓ , FIN inn MM - •� '- I 11 II ��1► 1 1 it 11 •1 11 � �V 1 •• . .'1 • 1 �,'s' �. ••1 I 1 11• • I•I 11, rr'" • ,� 4` �. �' , • I •I ••., -`II - ,� .�i :' � s S/p�`', •- 1- • ��++�♦i%p�0i�0�+`�i'�R� .1++���• :�}r'j'e'.=ArO9?�!.+.�a_r,�,��L♦ �. �°� ��♦+9 , �®� •:• • • - •• :.. 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