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GENERAL NOTES 1. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/OWNER OR CONTRACTOR TO APPLY TO THE RIVERSIDE COUNTY STREET IMPROVEMENT PLAN S TRANSPORTATION DEPARTMENT, PERMIT SECTION, FOR AN ENCROACHMENT PERMIT FOR ALL WORK PERFORMED WITHIN � PUBLIC RIGHT-OF-WAY, DEDICATED AND ACCEPTED FOR PUBLIC USE; AND TO BE RESPONSIBLE FOR SATISFACTORY COMPLIANCE FOR ALL CURRENT ENVIRONMENTAL REGULATIONS DURING THE LIFE OF CONSTRUCTION ACTIVITIES FOR THI> g6 Mme/, 11 6 PROJECT. ADDITIONAL STUDIES AND/OR PERMITS MAY BE REQUIRED. 2 OFEALL EXISTING UTILITIES. THISHINCL DES UND RALL BE SGROUNDIIIBLE RNG OF EXTHE ISTING OVERHEAD LINES ING OF THE WORK RALONG THE EPROJ CT COSTS TYLER STREET , P O L K STREET 6 0TH AV E N U E�/'� AIRPORT BLVD FRONTAGE AS REQUIRED BY THE CONDITIONS OF APPROVAL PERMITEE MUST INFORM COUNTY OF CONSTRUCTION R j- '\ /T�\ SCHEDULE AT LEAST 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION, 62ND AVENUE AND TOWER\ DRIVE / Iar ��Abr f E TCAk \. l e/60V' qgp T ~ PHONE: (760) 863-8267 FOR PERMIT CASE EAST OF CABAZON ) q( OR y a �T 3. THE DEVELOPER WILL INSTALL STREET NAME SIGNS CONFORMING TO COUNTY STANDARD NO. 816 AND THERMAL DESIGN � TN1S pAFk (y IPE6T%4L`fO TME 4f.AA 60TH AVE a �b GUIDELINES. SdsMITTED OR 9IIISIE 5KCSPT foe 4. ALL WORK SHALL STANCONFDARDS TO THE REQUIREMENTS OF THE RIVERSIDE T COUNTY TRANSPORTATION DEPARTMENT �� RleJtSIpNL4 NfplE(1 T•16RE0r1, P OJECT IMPROVEMENT STANDARDS AND SPECIFICATIONS, LATEST EDITION, COUNTY ORDINANCE NO. 461 AND SUBSEQUENT w LOCATION AMENDMENTS. els G ,o - IyL�. �rfzE:Ef 'RE`h�fG� 5 TOWNSHIP 6 SOUTH 5. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO NOTIFY THE ENGINEER TO INSTALL STREET CENTERLINE RANGE 8 EAST 62ND AVE 50 E5g MONUMENTS AS REQUIRED BY RIVERSIDE COUNTY ORDINANCE C 461 (TRACTS AND PARCEL MAPS ONLY). ALL EXISTING iI VQA©G /o4q SECTION 33 SURVEY MONUMENTS SHALL BE PROTECTED IN PLACE OR RELOCATED BY A LICENSED PROFESSIONAL PRIOR TO - - 60TH AVENUE 20 21 - _ - - - CONSTRUCTION. - - -- �� -�. -�-- ��- - 22 \ OLF=z I J(fYJ - DLCCy as . - - / L VICINITY MAP NTS 6. ALL UNDERGROUND FACWTIES, WITH LATERALS, SHALL BE IN PLACE PRIOR TO PAVING THE STREET, INCLUDING, BUT E}JO;'�� NOT LIMITED TO, THE FOLLOWING: SEWER, WATER, ELECTRIC, GAS, STORM DRAINS. A.C. - ASPHALT CO R p, i4�,p L.P. - LOW POINT ELEVATION 7. CURB DEPRESSIONS AND DRIVEWAY APPROACHES WILL BE INSTALLED AND CONSTRUCTED ACCORDING TO COUNTY IIS q.P.wA. - anErelcary Pu- }y&N wnoN MH. - MANHOLE STANDARD NO. 206 AND/OR NO. 207, AS DIRECTED IN THE FIELD, III A.U. - aR-CONOITIONIN 'f�T,._. o.H.w. - OVERHEAD WIRE(S) Q(J� O, B.C. - BEGIN CURVE P/A - PATER AREA /p B.M. - BENCH MARK P.B. - PULL BOX B. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO APPLY TO THE CALIFORNIA DEPARTMENT OF 2J B.aF. - BOTTOM of Foonrvc ELEVATION Pm. _ PARKWAY TRANSPORTATION (CALTRANS) FOR AN ENCROACHMENT PERMIT FOR ALL WORK PERFORMED WITHIN THE STATE B.D.S. - BOTTOM OF SLOPE ELEVATION P.L. - PROPFRP( LINE CURVE P.P. - POWER POLE RIGHT-OF-WAY. B.W. - BACK OFF WALK ELEVATION P.R.C. - POINT OF REVERSE CURVE 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR DEVELOPER TO INSTALL AND MAINTAIN ALL CONSTRUCTION, C.F. - CURB FACE R.C.P. - REINFORCED CONCRETE PIPE C.B. - CATCH BASIN PVMT. - PAVEMENT I I C.I.P. - CAST IRON PPE R.D. - ROOF GRAIN REGULATORY, GUIDE AND WARNING SIGNS WITHIN THE PROJECT LIMITS AND ITS SURROUNDINGS TO PROVIDE SAFE I III C/L - CENTERLINE R.L. - RIDGE LINE BY THE COUNTY. PASSAGE FOR THE TRAVELING PUBLIC AND WORKERS UNTIL THE FINAL COMPLETION AND ACCEPTANCE OF THE PROJECT I I-- C.L.F. - CHAIN LINK FENCE R/W - RIGHT-OF-WAY W C. & G. - CURB & GUTTER SD. - STORM GRAIN W W C.O. - CLEANOUT SHAH. - STORM GRAIN MANHOLE IC CONTROL PLAN MUST BE SUBW GONG. - CONCRETE S.G. - SUB-GRADE ELEVATIONMITTED FOR REVIEW TO THE PERMITS SECTION OR INSPECTION SECTION PRIOR CS. - CRAWL SPACE SAN. - SEATER MANHOLE TO OBTAINING AN ENCROACHMENT PERMIT. I'- D/A - DRIVEWAY APPROACH S.S. - SANITARY SEWER (n III I- E.V.C. - END VERTICAL CURVE T.C. - TOP OF CURB ELEVATION- STATION 70. ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TEST (4) BE TAKEN BY THE COUNTY AFTER ROUGH GRADING D.L. - DAYLIGHT LINE STA III D.S. - DOWN SPOUT ST& - SIDEWALK (n D . - DRIVEWAYT/A - TR/SH AREA TO DETERMINE THE EXACT STREET SECTION REQUIREMENTS. USE STANDARD NO. 401 IF EXPANSIVE SOILS ARE E.C. - END CURVE T.B. - TOP OF BERM ELEVATIONNCOUNTERED. * SHALL FOR TRACT MAPS AND PARCEL MAPS - MAY FOR PERMIT CASES.) LLl Y EX. - EXISTING T.G. - IDP OF GRATE ELEVATION J J 11. ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN FOURTEEN DAYS FOLLOWING PLACEMENT OF THE F.F. - FINISH FLOOR EL AT10N T.O.F. - TOP OF FOOTING ELEVATION ASP0 F.H. - ERE HR)RANT T.S. - TRAFFIC SIGNAL F.L. - FLOWLNE ELEVATION T.W. - TOP OF WALL ELEVATION HALT SURFACING. FOG SEAL AND PAINT BINDER SHALL BE APPLIED AT A RATE OF 0.05 AND 0.03 GALLON PER ?j F.S. - FINISHED SURFACE ELEVATION V.C. - VERTICAL CURVE SQUARE YARD RESPECTIVELY. ASPHALTIC EMULSION SHALL CONFORM TO SECTION 37, 39 AND 94 OF THE STATE ]o G.B. - GRADE BREAK W.L - WROUGHT IRON G.M. - GAS METER W.M. - WATER METER STANDARD SPECIFICATIONS. I . I H.L. - HOUSE LATERAL W.V. - WATER VALVE J 12. PRIME COAT S REQUIRED TO PAVING ON ALL GRADES IN EXCESS OF TEN PERCENT. H.P. - HIGH POINT ELEVATION +ue.J - EXISTING ELEVATION AR, - INVERT ELEVATION 3gg_J - PROPOSED ELEVATION 2% - SURFACE SLOPE TMT U7 S=0.0050 - PIPE/TRENCH DRAIN SLOPE /. - SOIL ENGINEER'S TEST HOLE LOCATION (CHOOSE THREE SPECIES AND NAME THEM HERE). 13. INSTALL STREET TREES IN ACCORDANCE WITH ORDINANCE N0. 461 AND THE COMPREHENSIVE LANDSCAPING GUIDELINES r 0/,� L - IAfIDSCPPED AREA PER LANDSCAPE PLAN v � . .s AVOI'TIONAL GONSTRVCTION /51tl Tg5 $ 14. STREETLIGHTS SHALL 8T. INSTALLED IN ACCORDANCE WITH THE APPROVED STREET LIGHTING PLAN. QUAN 'fTT'.� TIMATEJ VN SWT. 15. AS DETERMINED BY THE TRANSPORTATION DIRECTOR, THE DEVELOPER IS RESPONSIBLE AS A MINIMUM FOR ROAD I I 24 IMPROVEMENTS TO CENTERLINE, AND MAY BE REQUIRED TO RECONSTRUCT EXISTING PAVEMENT, INCLUDING BASE, AND I MATCHING OVERLAY REQUIRED TO MEET THE STRUCTURAL STANDARDS FOR THE CURRENT ASSIGNED TRAFFIC INDEX. IX CONSTRUCTION NOTES & QUANTITY ESTIMATES NO. DESCRIPTION A BASE UNIT QTY. 16. ONLY LANDSCAPING CONSISTING OF GRASS AND PARKWAY TRESS MAY BE INSTALLED WITHIN PARK WAIS ON LOCAL I _ tON C.Y. RESIDENTIAL STREETS WITHOUT SEPARATE LANDSCAPE PLANS. ALL OTHER TYPES OF LANDSCAPING IN THESE AREAS, QA� CONSTRUCT 0.W' AC OVER GAT CLASS If BASE. 10,980 6,985 S.F. zvp80 AND ALL LANDSCAPING ON ALL OTHER STREETS, SHALL REQUIRE SEPARATE LANDSCAPE PLANS. ALL LANDSCAPING ® CONSTRUCT 0.50' AC OVER 0.83' CLASS II BASE. 1 �„ry-�i •]gp q,g35 SF. 167530 ENCROACHMENTS SHALL CONFORM TO RIVERSIDE COUNTY COMPREHENSIVE LANDSCAPING GUIDELINES DATED OCTOBER I ® CONSTRUCT 0.50' AC OVER 0.83* CLASS II BASE. "/j0')a y,0'p h780- -4;62 S.F. 194,380 l9b/}00 2009. ®D 17. ANY PRIVATE DRAINAGE FACILITIES SHOWN ON THESE PLANS ARE FOR INFORMATION ONLY. BY SIGNING THESE CONSTRUCT 0.42' AC OVER 0.67' CLASS It BASE 2,570 2110 S.F. 85,000 IMPROVEMENT EPLANS, APPROVAL OF THOSE PRIVATE FACILITIES IS IMPLIED OR INTENDED > ® CONSTRUCT CURB AND GETTER "TWE q-6° PER COUNTY OF RIVERSIDE 51D PLAN 201. L.F. 12,608 Iyyjy6' VERSIDECOUNTYTRANSPOR TRANSPORTATION DEPARTMENT. BY THE '%*� W JO CONSTRUCT °TYPE 0 CURB" (8 INCH CURB FACE) PER COUNTY OF RIVERSIDE 510 PLAN 204. LF. -0.17180 Ip,9'Of I BA. CONSTRUCTION PROJECTS MUST OBTAIN A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT. - 0 ® CONSTRUCT ASPHALT CONCRETE DIKE (8 INCH CURB FACE) PER COUNT! OF RIVERSIDE SID PLAN 212. LF. S,D]0 5V J)4 OWNERS/DEVELOPERS ARE REQUIRED TO FILE A NOTICE OF INTENT (NOI) WITH THE STATE WATER RESOURCES CONTROL CN r CONSTRUCT CROSS GUTTER PER COUNTY OF RIVERSIDE COUNTY STD PLAN 209. S.F. ,230 I BOARD (SWRCB), PREPARE A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) AND MONITORING PLAN FOR THE Q CONSTRUCT 5' WIDE PCC SIDEWALI( PER COUNTY OF RIVERSIDE COUNTY SID PLAN 101. S.F. 49;)00 '.XAyS.S SIZE•+ Oo a W O CQNSTRUCT MEANDERING PCC SIDEWALK PER COUNTY OF RIVERSIDE COUNTY STD PLAN 404. S.F. ASTQ /p�J 188. PRIOR TO ANY CONSTRUCTION, THE DEVELOPER SHALL PROVIDE THE COUNTY A COPY OF THE NOT WITH A VALID WDID i� © NUMBER. 116 10 O CONSTRUCT CURB RAMP PER COUNTY OF RIVERSIDE COUNTY SIO PLAN 403. EA, �_ ro 500 N Q CONSTRUCT SPLIT RAIL PVC MAKING PER COUNTY OF RIVERSIDE SOD PLAN 405. LF. E,390 67t80 19. THE DEVELOPER SHALL BE RESPONSIBLE FOR THE INSTALLATION OF ADDITIONAL SIGNS AND MARKINGS NOT INCLUDED IN Q p THE SIGNING AND STRIPING PLAN WITHIN THE PROJECT AREAS, ON ROADWAYS ADJACENT TO THE PROJECT CONSTRUCT 10 FOOT WIDE MULTIPURPOSE MAIL PER COUNTY OF RIVERSIDE STD PLAN 405. LF. - - Q CONSTRUCT CATCH BASIN (W=T) PER COUNTY OF RIVERSIDE sTo PLAN 300. EA, g Z BOUNDARIES, UPON THE REQUEST OF THE DIRECTOR OF TRANSPOO RTATION OR HIS DESIGNEE TO IMPROVE TRAFFIC 0 4 SAFETY ON THE ROADS UNDER THE JURISDICTION OF THE DEVELOPER. - _ _ _ 1p INSTALL 2C HDPE STORM DRAIN PIPE WITH 5 SACK MIX CONCRETE ENCASEMENT. LF. 710 4 5 ii INSTALL 36' HOPE STORM DRAIN PIPE WITH 5 SACK MIX CONCRETE ENCASEJENT. F. iD j 0' 20. EXISTING STORM DRAIN PIPES/CULVERTS (WHETHER TO BE CONNECTED TO, EXTENDED, ADJUSTED, DRAINED TO, OR JUST JPoJi 6 oOsy 7 4 '@8 9 9x O rq 4 IN THE PROJECT VICINITY) MUST BE REPAIRED, AND/OR CLEANED TO MAKE THEM FUNCTIONAL AND ACCEPTABLE AS aos V t2 CgiS1RUCT UNDER 9DEWALIC GRAIN PER COUNTY OF RIVERSIDE STD PLAN 308. EA p L7 DIRECTED BY THE TRANSPORTATION DEPARTMENT. 6 2ND A V NUE 1J CONSTRUCT COMMERCIAL DRIVE WAY PER COUNTY OF RIVERSIDE SID PLAN 207& S.F. 1,950 W Z 4 < 21. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/CONTRACTOR TO APPLY RIVERSIDE COUNTY FLOOD CONTROL U PROTECT m PUCE N/A ED W (RCFC FOR PERMITS WHEN ANY STORM DRAIN PIPE NEEDS TO BE CONNECTED WITH RCFC FACILITY AND ADD PERMIT# I6 PROUST INNHGE COVER m GRADE. Ea. 49- ZO ON THE PLAN. I] COORDINATE WITH UTUTY COMPANY TO RELOCATE UTILITY POLE. EAA W ED Z 22. FOR ALL DRIVEWAY RECONSTRUCTION BEYOND RIGHT-OF-WAY, PROOF OF DRIVEWAY OWNER NOTIFICATION IS REQUIRED CONSTRUCT GUTTER DEPRESSION PER COUNTY OF RIVERSIDE SID PLAN 311. S.F. 256 PRIOR TO CONSTRUCTION. - Z O INDEX OF SHEETS iR CONSTRUCT MEDIAN CURB AROUND SEWER MANHOLE PER DETAUL ON SHEET 2 EA 6 Z J =HEFT NO. SHEET N0. ® REMOVE AND DIF+OSE OF EXISTING TREE EA. 20 W SHEET N0. O /v ED i OF 26 TITLE SHEET INDEX MAP • GENERAL NOTES 12 OF 26 TYLER STREET 17+00-26+W 23 OF 28 TOWER DRIVE 10+00-18+00 (� CONSTRUCT JUNCTION STRUCTURE NO.B, PER RCFCO STU JS233. -"'"0'^ ` EA g QU 2 OF 28 DETAIL PLANS AND SECTIONS 13 OF 26 TYLER STREET 26+00-38+W 24 OF 26 TOWER DRIVE 18+00-22+25 ® CONSTRUCT V TALL CHAIN LINK FENCE. L.F. 580 CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION 3 OF 26 DETAIL PLANS AND SECTIONS 14 OF 26 TYLER STREET 38+W-43+00 25 OF 26 CULVERT CR05SNG ® INSTALL STREET NAME SOON PER THERMAL DESIGN GUIDEUNES & COUNTY OF RIVERSIDE SID PLAN 816. EA. 4 +A PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY 4 CWRDINAIE W11H UTILITY COMPANY TO UNDERGROUND UTILITY POLE. LS i 01 -! OL FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF 4 of z6 62ND AVENUE 6+00-i6+W 15 of 2s TVLFR STREET 43+W-52+o0 26 OF 26 CU RT KING /I� O ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT 5 W 26 62ND AVENUE 16+00-26+W 16 OF 26 POLK STREET n+OO-26too A A 3ME 7 1� /+WNSTAuGT PAVEMENT -rMN51Tr0/J FKa pETAIL bJJ Si9EEpT 3. L.F I,oDp a BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, a OF 26 62ND AVENUE 26+00-36+00 17 OF 26 Pout STREET 26+00-36+W L L EER SOIL) NG/NEER INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN I'J„T{ -1^(LER 5T. il4ao -$y.00 3 CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE ] of 26 62ND AVENUE 36+00-46+00 18 of 26 PAX STREET 36+DO-44+50 1 A TyLjA ST. J4wo -JS. LAND DEVELOPMENT CONSULTANTS, INC. SLADDEN ENGINEERING SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. UNAUTHORIZED CHANGES & USES: THE ENGINEER PREPARING 6 of 28 6700 AVENUE 46+W-ss+o0 to OF 28 pOLK STREET a4+so-52+00 1520 DEVELOPMENT DRIVE, SUITE 33 w U THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF i4A L60. ST. 34400 -413.00 45090 GOLF CENTER PARKWAY, SUITE F Z Z THESE PLANS. ALL CHANGES. TO THE PLANS MUST BE IN WRITING & MUST BE APPROVED BY THE PREPARER 9 OF 26 62ND AVENUE 56+G0-66+W 2O OF 26 BOTH AVENUE ]4+00-84+00 15'/� Tyl.g4 JT. YJ.oe - SANTA ANA, CA 92705 INDIO, CA 92201 CSI 4 OF THESE PLANS. Area TEL: (714) 557-7700 TEL: (760) 863-0713 Z 10 OF 28 82ND AVENUE BB+W-]6+fX) 21 OF 28 60TH AVENUE 84+00-94+W ��,[� STOAq ppyN p„pW • vat FAX: 714 557-7707 w ( ) FAX: (760) 863-0847 O Ii OF 28 62ND AVENUE ]B+W-]8+00 22 OF 28 BOTH AVENUE 44+W_I W+00 = Z N DSC O T O NOTE: SEAL-ENGINEER BENCHMARK: CAIRANS BM X0. Po'F,4bL PM 36293-1/PP 24690 LP. NO. 120016 p WORK CONTAINED WITHIN THESE PLANS AND LAND PLANNERS SHEET N0. Q SHALL NOT COMMENCE UNTIL AN 2 1/2" BRASS DISK IN CONCRETE AT Y DIAL \ ENCROACHMENT PERMIT AND/OR A �QgoFESS/p„_ EVIEiLOPM31E'NT SURVEYORS THE S.W. QUAD of HWY 8T. AND AVE COUNTY OF RIVERSIDE V T4V0 WORKING SJR 'Z 61, STAMPED EPT W w BEFORE E GRADING PERMIT HAS BEEN ISSUED. �• �. •A t` SCHEDULE »E» = W DAYS BEFORE i �. ? �, TRANSPORTATION 1966 CALIFORNIAA DEP L. 0.3' „ w g ONSIILTANTS TIL ENGINEERS BELOW GROUND AND 3' S.E. OF PPS STREET IMPROVEMENT PLANS YOU DIG You Dlc n 1b "°. a 5sD ; m Seo © o o �T" E• BV 76 33 9507580 TYLER STREET, POLK STREET, 60TH AVENUE ~ ' TK PRIVATE DDIP.ER SIGIRR TIIE$E RSH$ IS WORD $IQLE FOR ASSUME I1 REVISED AMO. V2 SD REI+IovED CLLW ERT{S4{T, 1, M+°, rr-3®-l7 a EKA 3_.$ _2D14 SANTA ANA, CA 08795 ELEVATION = 375.53 Z v TOLL FREE -800-227-2600 rw mum ANO AMEPTAMLOTY ❑ TIE RASION IEITJu IN THE EVENT OF Ltb MEA 5T. REVIS NS POWeR PDL RBtOWTIONS �/-29-ICs * * <7,.J 557-7700 (714) 557-7707 FAX USC&GS DATUM + 500' 1972 � 26 4 a McxEVMc1Es aRuwO MtEz mBnr NPPRovu ce 63uw mxsrxucn0l. THE °T qv1� .V AOJusTMENT. 62N6 AVENUE AND TOWER DRIVE oF- SHTS J O_ CE A PUBLIC SERVICE BY PRIVATE BI UR NW.L E IRSBYSIML FIN MTMW IM M KCRTAWE MARK BY DATE APPA. DATE 972- PREPARED BY R.C.E. N0. 44560 FOR: W.O. COUNTY o_ 6T. a UNDERGROUND SERVICE ALERT SOLIUTPA AND FEW THE KING FOR ,APPROVAL W TIE CINKY ENGINEER REVISIONS O� cAUF / SCALE: /� COUNTY Il�ygj[L DATE `Y. Iu tt2, H; 1"=40� V. Y=4' FILE N0.9S7.° f'7 VARIES 50' TO 80' ULTIMATE ULTIMATE EXISTING EXISTING EXISTING ULTIMATE ULTIMATE CONDEMNATION EXISTING EXISTING FUTURE PROPOSED RIGHT-OF-WAY RIGHT-OF-WAV CENTERLINE RIGHT-OF-WAY RIGHT-OF-WAY RIGHT-OF-WAY CENTERLINE RIGHT-OF-WAY RIGHT-OF-WAY RIGHT-OF-WAY CENTERLINE RIGHT-OF-WAY 128' 220' _ 106' 64' 1 64' _ _110' 110' 53' 53' 34' DEDICATION 34' DEDICATION I 60' TO 30' 50' TO 80' 20' TO 30' 90' TO 80' FUTURE EXISTING 10' 43' 43' 10' PER SEPARATE 30' 30' PER PM 36315 I PERIMETER DEDICATION DEDICATION GROUND 36' 7' 7' 36' 10' INSTRUMENT FENCING I PER PM 36315 30' AC BROADWAY 2 2% 2%` 2% EXIN 30' AC ROADWAY 14' I 26' 6' 8' 7' 50' 6' 50' 7' 8' 7' 26' - - -- - 8' 14' 9' 39' S' EASEMENTI PERIMETER 2p T _ - - - i I FENCING I 1 SHOULDER 20' TRAIL I CORRIDO CORR I I iC AC OROAD WAY POSE IC ACORO ROADWAY I POSED 4 SIDEWALK PROPOSED CORRIDOR�I 2:1 CLASS it I I 4:1 MAX. SLOPE D PROPOSED MAX BIKE PATH 1 2% I 1 TO DAYLIGHT C PROPOSED MEDIAN ISLAND C PROPOSED _ - - - 2% 2% 2%� ]27- I t- I HARD t7 _ I _ - _ - _ - - - - - - - - I CURB AND GUTTER CURB AND GUTTER q1to PROPOSED 8 HARD SURFACE SURFACE e MAX 5 PROPOSED 1C O PROPOSED ACC ROAD MEANDERING SIDEWALK PROPOSEDWAY MEANDERING SIDEWALK 5 AC ROADWAY AC ROADWAY 1C (T.i. OF 9.5) C PROPOSED (LI. 11.0) FUTURE IMPROVEMENTS (T.I. OF PROPOSED (R-VALUE=72) CURB AND GUTTER (R-VALALUE=67) (R-VALUE=7E=72) MEDIAN ISLAND C PROPOSED PROPOSED BY OTHERSCURB AND GUTTER MEDIAN ISLAND TYPICAL SECTION:TYLER STREET TYPICAL SECTION:62ND AVENUE TYPICAL SECTION. TOWER DRIVE FROM 62ND AVENUE TO 61ST AVENUE FROM TYLER STREET TO POLK STREET FROM 62ND AVENUE TO 1200' N/O 62ND AVENUE NOT TO SCALE NOT TO SCAL NOT TO SCALE CONSTRUCTION NOTES 1 CONSTRUCT 0.67' AC OVER O.8.s CUSS a BASE. to CONSTRUCT O.So' AC owe O.B3' GLASS B BASE. 1C CONSTRUCT 0.50' AD OVER 0.67' CLASS 11 BASE 10 CONSTRUCT 0.42' AC OYER O6Y GLASS II BASE CONSTRUCT WRB AND GUTTER 'TYPE A-6' PER COUNTY OF RIVERSIDE Sm PLAN 200. ® CONSTRUCT *TYPE D CURB' (6 MCH CURB FACE) PER COUNTY OF RIVERSIDE STD PLANULTIMATE 204. FUTURE ® CONSTRUCT WINE AND GUTTER mTYPE A-N' PER COUNTY OF RIGHT-OF-WAY ULTIMATE RIVERSIDE Sm PLAN 201. ULTIMATE RIGHT-OF-WAY ® CONSTRUCT -TYPE D WRB' (8 NCH OURS FACE) PER COUNTY ULTIMATE EXISTING EXISTING EXISTING FUTURE EXISTING EXISTING EXISTING OF RAERSIDE STD PLAN 204. RIGHT-OF-WAY RIGHT-OF-WAY CENTERLINE RIGHT-OF-WAY RIGHT-OF-WAY RIGHT-OF-WAY CENTERLINE RIGHT-OF-WAV ® CONSTRUCT ASPHALT ALT CONCRETE DIKE PIAN PiINGH e W CURB FACE) PER TY Q CDNSIRUCT GROSS WTTER PER COUNTY OF RIVERSIDE 128' I 12' I sm PUN 208. 64' 1 1 64' I 39' 39' ! © CONSTRUCT 5' WIDE PCC sumovU K PER COUNTY OF RIVERSIDE 34' DEDICATION 34' FUTURE g' 1 9' sm PIAN �' D Q CONSTRUCT MEANDERING POC SIDEWALK PER COUNTY OF PER PM 36315 30' 30' DEDICATION FUTURE 30' 30' DEDICATION RIVERSIDE Sm PLAN 4a. DEDICATION PER RIVERSIDE CONSTRUCT MRS RAMP PER COUNTY of RIVERSIDE EXISTING PM 36315 EXIST. FENCE EXISTING SID PIAN 101. 30' AC ROADWAY 25'3 30' AC ROADWAY (RELOCATE AS NECESSARY) I I O CONSTRUCT SPLIT RAIL PVC FENCING PER COUNTY OF RIVERSIDE I 5' 34' 9' 1 14' 8' I I I ID PUN 405. ILII SHOULDER I B' 12' 26' 6' S Q CONSTRUCT 10 FOOT WADE MULTIPURPOSE MAIL PER COUNTY OF CLASS It 1 I I SHOULDER I RINERS1ce STD PLAN 405, BIKE PATH :1 MAX O CONSTRUCT ORTON BASIN (W=T) PER COUNTY OF RIVERSIDE COUNTY p 2= AX _ _ -II - STD RAN 300. Z - - 2% 2% - - - I ' - 2% 29. 2% Q -'2% 2% �� �� INSTALL 24� HOPE STORM DRAIN PIPE. Z G>i PROPOSED - - I - - - 11 INSTALL 36' HDPE STOMA ORAIN PIPE. C7 � 0 MEANDERING SIDEWALK 5 18 PROPOSED 1BLPROPO9SED 4 PROPOSED t CONSTRUCT UNDER SIDEWALK MAN PER COUNTY OF RIVERSIDE v1 W Q AC ROADWAY AC ROADWAY 4;1 PROPOSED SIDEWALK SID PUN 309. m (T.I. OF 9.5) (TJ. OF 9.5) MAX AC RODW0) iD PROPOSED 13 CONSTRUCT GOMMERGAL DRIOE WAY PER COUNTY OF RIVERSIDE R_ \ Z PROPOSED (R-VALE=38) (R-VALUE=38) (T.I. OF 8.0) CURB AND GUTTER SID PLAN 207A. Q F CURB AND GUTTER C PROPOSED (R-VALUE=47) 14 PROTECT IN PLACE. Y • O) MEDIAN ISLAND 15 CONUCT STRPANSINENT TRANSITION PER DETAIL ON SHEET M w TYPICAL SECTION: POLK STREET TYPICAL SECTION .60TH AVENUE 6 ADJUST MANHOLE COYER TO MADE. m = FROM 3000' EAST OF TYLER STREET TO COORO NA E W H UTILITY COMPANY O RELOCATE U tt POLE. o FROM 62ND AVENUE TO 61 ST AVENUE B CONS RUCT W IFR DEPRESSION PER CdRTY OF RIVERSIDES D U TO 750' WEST OF POLK STREET PLAN 3". Z NOT TO SCALE 19 CONSTRUCT MEDIAN CURB AROUND SEWER MANHOLE PER DETAIL w NOT TO SCALE ON SHEET 3. p l m RECOUNTYrm O ovE AND EXISTING TREE. av z1 CONSTRUCT .UNCTION STRUCTURE 40.8, PER Ram STD MM. CONSTRUCT B' TALL CHAIN LINK FENCE. INSTALL STREET NAME SIGN PER THERMALDESIGN WIDEIAES AND COTY OF RIVERSIDEIAtSIDE sm PN 816. _ ©4 COORDINATE NTH UTILITY CWPANY 10 UNDERGROUND UTILITY POE. H K W w W U Z Z U Q Z f L O am ti 4 N D� 4Z w O Joa T NOTE: SEAL-ENGINEER BENCHMARK: Gl84VB BY IN RY-14B L PM 36293- W 24M LP NO �� SHEET N0. 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QUAD OF HW 86 AND AVE COUNTY OF RIVERSIDE 1' M�� EVELOPMENT SURVEVORS 61, STAMPED CALIFORNIA DEPT Y Q � ENCROACHMENT PERMIT AND/OR A Ce YDU J" • SCHEDULE E„ DIAL TWO WORKING ��' v '0.l F TRANSPORTATION 1988 R-14.8 L 0.3' w p N GRADING PERMIT HAS BEEN ISSUED. .`�' 0N6IILTANTB CIVIL ENGINEERS BELOW GRIX1N0 AND 3' S.E. OF PPp W w. BEFORE D DAYS � � 9LQT3B° DETAILS AND SECTIONS x No. 14560 )szo ewooXno��ow owvE sats ao ELEVA ON = 326.53 r� y > = YOU DIG y m aANTA ANA, 4C 9YT06 y EV'. }J1-2T14 y CTM) 66T-TTOO (T4) 66T-TTOT FAX DFLV SHT$ O H TK PRIVAR OBAImt 9Cd0G TNESC PLANS [S RESPRISRIF FRR AS9RIW USC&GS DAVM + 500' 1972 Z 0= V TOLL FREE T B00 227-2600 1IE xtuav:r Rm M.RPTANu1r or NT OVAL R:AFRd m mE EVEm ff CIYt` 3 AD,us1MENT. n_ a mIVATE O N ARaorc IFTEF E 14 h PAWAL ce R.RRI6 r.MsiMxYflA Ice Q_ Q A PUBLIC SERVICE BY mnn1E SAND EVANLL W kE5'6NSIR.E FOR [A_ R FIE AN rLYFP1ARE MARK B7 DATE APPR. DATE rf0.. tF PREPARED BY: R.C.E. N0. 44560 SCALE, FOR: W.0. 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W10 PM 36293•VPP 24690 LP NO 1200.16 LOF26SHTS ET N0. 5 F AND LAND PLANNERS WORK CONTAINED WITHIN THESE PLANS 2 1/2" BRASS DESK w CONCRETE AT N ^"A^"A^"^""`^"^^^A" "^"'"""^"^�^"�""^ SHALL NOT COMMENCE UNTIL AN ppFE6ST THE S.W WAD OF HWY 88 AND AVE COUNTY OF RIVERSIDE 'oR D'1-'(i SVELOPMENT SURVEYORS 61 STAMPED CALIFORNIA DEPT Y Q DIAL ENCROACHMENT PERMIT AND/ORA g YD4rPq, p TRANSPORTATION 1988 R-14.8 L 0.3' SCHEDULE �E�� U TWO WORKING `' 62ND AVENUE w p N GRADING PERMIT HAS BEEN ISSUED. W '�_ ON6VLTANTB CIVIL ENGINEERS BELOW ceourlo AND 3' S.E. OF PPE w BEFORE ' DAYS BEFORE .n a: 0 w U 0 NR { Z 1620 BROOKHOLLOW WtlVE, aLR}E 9$ 95DJ560 STA 6 OO U YOU DIG YOU DIG n SANTA nNMn C/. 02. ELEVARON 376.53 O N INE PRNATE D@ SIBIME TIESE PLW IS RES%M ULE HR RSAWIG * E•�. 5-31-IDI{ ST1aT 66T-TToo <T14� 66T-TTOT FAx USC&GS DAVM + 500' 1972 + TO STA 16+00 z G= U TOLL FREE 1-800-227-2600 TME AEDRACY rem 9UTAM TTY R RE KSIO H:MR1 N TH: EVERr W V? pva .e ADJUSTMENT. 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LWLI J . - _ -_.^ _ o .N. ..___ _ - - D _ BTW LI 21+72.91-EC -- --. __ .._.._. -_. ___SEWER LINE._. _ . 4_..' - - - EXISTING .__- - - O PROTECT IN PLACET. - - - - - - - - - - - - - - - - - - - - - - - - - - - -- � _ 62ND AVENU�E� o_a�E _ _ _ _ _ - W ,4Q 17+OD 18+00 19+00 20+p0 V- + '. 22+Q0 16 23+00 + + i0 W15 CONSTRUCT PAVEMENT TRANSITION PER DETAIL ON SHEET 3. CENTER LINE- I I 89'59'42" 2635.54'~ - F - I - + -E�AISn1VF' — �- - —�- - D I '� tl I 16JUST MANHOLTO GRADE. 00 Q — — EXISTING — — — — -SEW€R LIN€ —EX-€DGE-OF _ _ _> POSED EDGE CENTER LINE EXISTING - - - - - Ir Ir II- - - - - - - - - - - - - QPAVEMENT 20+6290-BCrr I t 21+72.91-EC 74 23+45.91-eC EXISTING14 18 CONSTRUCT GUTTER DEPRESSION PER COUNTY OF' RIVERSIDE STO Z PAVEMENT IRRIGATION LAT. PLAN 3,i. DID - - - - _ _ USER UNEON SHEET 3. 19 III CONSTRUCT MEDIAN CURB AROUND SEWER MANHOLE PER DETAIL EXISTING PROPOSED EDGE 14 EX FENCE I PROPOSED 22+59.41 62ND AVENUE= Z OF PAVEMENT tl I ® REMOVE AND DISPOSE OF EXISTING TREE. W / RIGHT-OF-WAY _O N m j� ./��",�-,�w.�� /(//,'I�11 H tl ' EDGE OF PAVEMENT 10+00.00 TOWER DRIVE O © CONSTRUCT 7 WILE MAINTENANCE WALK PER COUNTY OF RIVERSIDE � �rA� A^ ➢^ / II ) 810 PLAN 113. EXISTIN LVERT n QPLAN 4snA `'.k'-cFF-GHENT 2s TO BE MAINTAINED I II II II II LOT LNEE "'7 { II II II II EXISTING RIGHT-OF-WAY a BY THERMAL OPERATING COMPANY, LLC PER HAST NO. 2012-0054374 GRAPHIC SCALE i d d d d RECD FEB 7, 2012 wa W ao W LINE TABLE CURVE TABLE 1 d da dQ W w LENGTH BEARING 1 LENGTH DELTA RADIUS W 0 L1 862.21' N88153126"E Ct 54.98' 90'00'78" 35.00' Z Z CD Q ( IIT FEET ) L2 125.00' N89'59'42"W C2 54.97' 89'59'42" 35.00' Z 1 f io = 40 ft. L3 1298.17' N89'59'42"W C3 20.42' 180'00'00" 6.50' W 0 L4 1296.16' N89'59'42"W NOTE W Lii 116.57 N88'53'26"E = Z GRADING SHALL BE COMPLETED PER CO O Q O CROSS SECTIONS SHOWN ON SHEET 2. N O r- DC7o '"R• NOTE. SEAL-ENGINEER BENCHMARK: CAt1kW68M K. M4-148L 36293-1lPP 24690 LP. NO 120016SHEET N0. WORK CONTAINED WITHIN THESE PLANS AND LAND PLANNERS 0 to �""� AA4"'°4A"""' � "" SHALL NOT COMMENCE UNTIL AN z t/z' BRASS DISK w CONCRETE AT \ F AlOFESS/ THE S.W. WAD OF HIM 86 AND AVE COUNTY ❑F RIVERSIDE Y q DIAL T:1 ENCROACHMENT PERMIT AND/OR A pY �Dsf°'Xs� EPELOPMIMNT SURVEYORS 61, STAMPED CALIFORNIA DEPT U ```1�. TWO WORK 24' �, 4 C` TRANSPORTATION 1986 R-14.8 L. 0.3' SCHEDULE "E" p N �.... ". �`"y. GRADING PERMIT HAS BEEN ISSUED. d Z = W W BEFORE \"/I x, DAYS BEFORE y '�' Ys ONSULTANTS CIVIL ENGINEERS BELOW GROUND AND 3' S.E. OF PPg 62ND AVENUE U U YOU DIG YOU DIG Alo. 44560 �, iszo mr40o1cnollow oPe1vE. 501T6 33 ELEVATION 375.53 O t- AHE PRIVATE EMItECR SIGNING THESE PLANS IS RESPONSIBLE FOR ASSLRN '� &µ 3-31-301a 3nNrn nn,y cA e27oe STA 16 00 TO STA 26+00 5 26 CC U TOLL. FREE 1-RDG-227-25DD iM PRIVATCY PN➢ ACCCPIA➢IUTY M TIE B[SIFN MATCH W THE EVENT OF V1V') UiIY. h VISED �� EJD ✓TI� 11^30'1 * * (�Ta) aa7•-r7oo (�Ta) sa7-770T' FAX USC&GS DAVM + 500' 1972 + Z (1. Q ➢6CPFPP➢ICES ARISING Af FIR O➢MIY APPAWAL tR ➢NtING CUNSIRUCTIBl. THE '! CIV1A- ��F ADJUSTMENT. OF- SH TS OIL A PUBLIC SERVICE BY PRIVATE ONEVER S1WCL RE RESPONSIBLE FOR RETEMIINBC AN ACCEPTABLE MARK BY DATE APPR. DATE ��Fa- CAU4� PREPARED ABY' R.C.E. NO. 44560 FOR: W.O. COUNTY �/f� a '( � UNDERGROUND SERVICE ALERT sMllrlix AM R[visixG rR MARE FIE APPR➢VAL ➢r THE cwxrr. ENGINEER REVISIONS COUNTY DATE •1 1 fl. SCALH 1"-40' V_ 1"-4, FILE NO. 1 '8;7.. 4 PROFILE SCALE �- -_---i-'- _, _.__.+ -t t. - J._.-.._ J -.-. ..____ - r t r -I : -I + ..... .._.-. _+_ , ... ..._t__. t___ - -1- T t - - -i-- t ,--}-- -+ { .-_t _ HORIZ. 1 40 + ! ' ! : : ! t I 1 -1 '.� ! �� ` , I r - ! : I • : �_-3__ 1 _. - _._ _ s... ' 1 I ...'_..... _ _ _1 1—i_�t_. __L_ Li_ 1 VERT. Yeo -F. e r --'- ` - _- - - -_ _- --• -- -_ _- — __ __I _. �._. i _._ - -. ---_-. i- .......a.. _.y._.... ._._ I- 4- r r h f___' r -1--I r Y x Y ! : : - -_- ! 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'0 -1--k , 1__ • -•-- ' rte- 'i_ i ',._°,N � :. --_ _ - -- ` .._-1_ , ;. _ 1... - __ t i -£- 1 1 L - oo ¢ _ 1- - --i-'- "`--- W 'O iI. m M f IB y -0 U O F �- w i n I h O M M1 W - + __x. , +__ . r -_-_ 0 33 _. ,n ._ , a + _ _ `_ j r _ 1 + t __ _ N - + fn LLI X 2 ' D m - M W 355 CL W - - - � � ; - -- - n � IN355 - .. Z � C 2 r ELI - { _ _ {_.......T �._+�� _�. T -I— -->-.__�- - r _ , _ � 1 T --'---� :_ - f- �_ >_ �� + { 2 � i _ _ , rc U + Y } PROPOSED TC AT CL AND r r - ¢ — r PROPOSED TC 13' N/O CL - r ;� - 1 - - ¢ r i r _ _s _� EXISTING GROUND AT CL r _.a.. .4- . T� '._ T_ -. t 1 _L_T _ -• `_ -- + r- _-. a .- a -+- J y - F T 7 : rfi , i� - - -- - _t 1 1 ' I , 1 . 1 Y ` r r t , _ ♦ -. -L__« « i -_- r .,. �_�_. ..__.1- T r rc 4 r t_.. _ _L y_ } I L _a.__. __ _�_ L + -'.__` �_«_ -'« _ . ..1..... y. ,.. , ,.. ,- _ „- i...- . a-__ t - - + -'i_ r _+ 1 i J L , _ _ _ , , -___ Y -:._�___ _ ' - _l.__A—Y. 1 __f- __1_-. -.�-... _-_ - __r ___ T� I t.. v- rc ! I -. _ .... . ! F __-i- + -L -t-'.Y_..-,... F T- + r •. I : ' r _ 1j 1 F I 1 F - -- - -- - -t-- F ._.-- r - - hh t-� ' l Y� p t ? }.-.. t ---I'-- 1- - 1 r �Tr I ` ` _ _ T 1 , r t - 7 + 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 CONSTRUCTION NOTES ` ---____ (to CONSTRUCT OAA AC OVER OAS CLASS 11 BASE EXISTING _ -- ONSITE _ --_ --_ --__ _._.__. RIGHT-OF-WAY PERIMETER WALL EXISTING AVE. -._ —.---_ --- CONSTRUCT CURB AND CUTTER 'TYPE A-B' PER COUNTY OF PER PIA36315 fit DRAIN LINE RIYFR9DE STD PLW 2Dt. 8 MB232/89-98 STORM DRAIN LINE ® CONSTRUCT -TYPE D CURB' IS INCH CURB FACE) PER COUNTY 20' IRATE EASEMENT SEE GRADING PLAN FOR CONTINUATION OF RIVERSIDE STD PUN 200. CONSTRUCT MEANDERING PCC SDEWALK PER COUNTY OF RIVERSIDE STD PLAN 004. O CONSTRUCT SPLIT RAR PVC FENCING PER COUNTY OF RIVERSIDE ST11 PLAN M5. O O RIVERS STD �N WIDE MULTIPURPOSE MAL PER COUNTY OF -. — -_--_ -__—. -- _-- O 18 ADJUST MANHOLE COVER TO GRADE. + - -.- - �f _ - co z l.C) N EXISTING IA, x CY1 t9 CONSTRUCT MEDIAN CURB AROUND SEWER MANHOLE PER DETAIL Z EDGE PAVEMENT E N Q ¢ - F'''. . , a;Y . ,.,. , . -s'.1 ! - - ON SHEET J. Z N p LU (� _ - -- EXISTING - EXISTING o -. 62ND AVENUE 1fi y.. d IjY '" LIE! ®0 REMOVE AND DISPOSE OF ENSRNG TREE. . • a ..;, �- , ., , CONSTRUCT 2' WIDE MAINTENANCE WALK PER COUNTY OF RIVERWDE Vp-i Q 2 W EDGE PAVEMENT SEWER LINE 16 9 4 - ` - _ W 2 © STD PLA4 113. _ - - -. _ _ - 6 1 B LLI J N89.59'42"W 2635.54' - J W ELI j EXISTING _ - _. - -. (� � h LU EXISTING CENTER LINE m j ¢ USBR LINE STORM DRAIN LINE 'G' Q 2 p SEE PROFILE SHEET 11 ^Z z U Z W Z J O N m LINE TABLE Q © U . . . .-. LENGTH BEARING m ^ L3 1298.17' N89-59'42"W Q_ EXISTING RIGHT-OF-WAY LAL 1296.16' N89'S9'42"W DO h D_ Q PER INST NO. 2012-0054374 +41.99-EC 44 V� = RECD FEB 7, 2012 r -- G 7THHHHTC-S� - - - - - - - — - 10+06,55-BC - - — 3 1 +0 . w W m o m a m Jm 8EGIN PIPE W U Z Z 2 1 IIf FI 1 m NOTE S Z GRADING SHALL S OWN O COMPLETED PER LD p 0 x2055 SECRONS SHOWN ON SHEET 2. �p y� W O NOTE: SEAL-ENGINEER BENCHMARK: MlIl6BI NEE AW-14,11 PM 3629,�1W 24M LP, NO, 1200 SHEET N0. I- AND LAND PLANNERS V{iCCiiOUNTY OF RIVERSIDE WORK CONTAINED WITHIN THESE PLANS 2 t/2" BRASS 015rc w CONCRETE AT O : N ^'""w`Y '"`V""`" SHALL NOT COMMENCE UNTIL AN Q�pFE552O''l EVF.LOP3RENT SURVEYORS 61. TA WAD LI HWI 86 AND AYE Y Q U ENCROACHMENT PERMIT AND/ORA VDD,trP 61, STAMPED CALIFORNIA DEPT d SCHEDULE „E„ DIAL TWO WORKING , �. 'AT P TRANSPORTATON 1986 R-14.8 L 0.3' 1.1 fn GRADING PERMIT HAS BEEN ISSUED. K' �'+ ONSULTANTB CIVIL ENGINEERS BELOW GROUND AND 3' S.E. OF PP 62ND AVENUE W W BEFORE DAYS BEFORE H 9507W = NG M$6D a ,gi, 1620 BFIOOKI'10LlOW OWV@ 9UTE 99 > YOU DIG YOU DIG SANTA ANA. CA 02706 LI-EYAl10N = 375.53 STA 26 O F WE PRIVATE EN6PEFR SAME WERE NOM IS IE49M9RE FOR ASSAM � �"T-31-�14 A USCAGS DATUM + 500' 1972 +00 TO STA 36+00 601 bu> ssv-rvoo (slq amv-vvov FAx Z ¢ U TOLL FREE 1-800-227-2600 WE ACCURACY RR AD AFTER M WE NAL NDA OI WE EVENT ff #� CIVL� �pIII ADJUSTMENT. OL. Q ]IMRIVATE INEU ARISIIL AFIER OTINIY EE FM I B2 4[lM AN ACUEFTmL IN s c a m A PUBLIC SERVICE BY varvATE ExrilMEe sTwD M REsro1cIB1 FM oETcxxWNc AN M.LEPTARE MARK BY DATE APPR. DATE lf¢. �1F� PREPARED BY: R.C.E. N0. SCALE FOR: W.O. COUNTY /► J Q o_ UNDERGROUND SERVICE ALERT AILUTIMAND R€mnN6 WE PLN¢ NR AITROVAL W DE DIAL. REVISIONS DATE 9 Le 1'=40' 1'e4' FILE No. 4�e H CL. ENGINEER COUNTY H: V: 1 PROFR E 8CALE H�oR►z: r-so' � - � - - . �` - - E _ �_ a , - - =-� - � -t✓ � - - -,- �TT +_ - - - I - - _ I - VniT- r-4' ----- 7- j- _ - _ •-_. ._-., .- _ `-_. + i- � 1 _ i -_ + ___ - , ,- ._.- 1 - r-. � ._. i , .-. 4 i-....i 1 -._. « ;_ • -I_... , }._._. . _. � i � _ 1 + 1 , ; -�. _.1_..._. I_ t.. ._j...... « -.... _.... - - '--'__ --1-,_+ `_._i-_ 1 __ 1 L I `—±-- -�-� . "' I I �I i � I 1 I r I ' t ,_ -r i - 4�1 + o v o v }-. r -_.._._y �. . ..._l- .r_ .�.__..�-� __. _ r _ ;_.. . { r 1. A __ } ..I'--I_- �_y—_,..__.e . T _. L 1_. }.. r + k ( I 1 1 1 L L,-.._. L PROPOSED SURFACE ��H m i.-...._. - « n n J o V n + v n -_.-. _ V y j T `_ - t t + o o _ J OVER CIL STORM DRAIN n.__a ,. .... i —4 n n ro a ` + e .... t r + o o I n 1- i ..a* . '_J + a -. .�. « -- + ..♦ N `. nm vw EXIST. GROUND —� ( i" a ' - n . OVER CIL STORM DRAIN 350-tT - - _ M LL -- — - n r — ._.. . —._.�.. - . EXISTING GROUND 63' N/O 'CL I T _ `� ED c:) . I. + PROPOSED TC 63' N/0 CL _ -- _ 7 'I OD s L I 1 _.-. 1 + li _ �-. . 1 L t- ' —_ }__t - i--. Q W � n m o � . - -'� - o � I c o._ -.o o ~ i. o r o v 1 { 7 L -. . . � � . ENCASED IN I5 SACK tREL SON EXIST 355 CL = w Myo m� - f - Z N -. -. .m. - o ,n }__ + +.. _ + ;,1 - r + �� I -F- - o o cj + ca Z (n --CEMENT 84CkFILL J n N p o N D o f + n PER SEP PLAN o � w 10v - . o o + + W 1 J:. V/ a � J� 4 N O y/ C� 1 0.3 ,.._ _ _ U - -r-J- 1._ 1 '� -0.25% 'n o $`1.. + + t 1 - t i 1 1 . . r t r I... W tt _ Q ; 0 µm + - t.: � � I - 3 3 i � ,;.- CONST. 220.03 OF OF 24 HOPE 570RM DRAIN 3L fI PROPOSED TC AT CL AND _ + T STORM DRAIN LINED' , -PROPOSED TC 13' N/O CL - / 1 ' J h, EXISTING GROUND AT CL t I , i. - i C a- I I ; 1 1 I I 1 f I I I I r _ h- -t 1.9i_ T- r _ F 1 I . 1 L _ __7 ` I t 1 i -, I- T r I 1 - __ -'— -- - __ ,__ , _ t. _� + r - 1 � � 1 I t I i i I t i f ..r. t r -L-. s r y 36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00 e - — ONSITE ETOsnNc CONSTRUCTION NOTES II n PERIMETER WALL RIGHT-OF-WAY tO CONSTRUCT O.Sr AC OVER GAS MASS II BASE $� in PER PM36315 20' TRAIL EASEMENT f q! r- 8 MB232/89-96 ® CONSTRUCT CURB AND GUTIER "TYPE A-8" PER COUNTY O RIVERSDE SID PUN 201. - _____—_—--_____ .._ _. __—...___...___—__—__—..- _- - - - —__—__ O1 CURB FACE) COUNTY ._—.__. ..-. .._._......_-_ ...._ CONSTRUCT D CURB' IS NN ACE PER O RIVERSIDE STD FLAN 200. n` — _ _ _ _ _ s O CONSTRUCT MEANDERING PCC SIDEWALK PER COUNTY O PUN 4O4 CONSTRUCT SPIJT RAIL PVC FENCING PER COUNTY OF RIKR�E Cl C) STD PLAN O END PIPE - -- -- __-- - O CONSMUCT 11So FOOT WOE Z (c) i NOOFO( rW ' .. O -_ - -.. --- -. + g PoMERSDE STD PLAN 40g MULRPURPOSE TRAIL PER COUNTY OF ow N a COM - 10 + F.<' �.-„ v -UT < . EXISTING - L --. . - EXISTING _- - 1 - � GO O spm rtAa woTCH BASIN (W=T') PER cauNTr a mvERSIDE counn (Zj W + a 16 o SEWER LINE p 16 62ND L AVENUE EDGE PAVEMENT W 10 INSTALL 24" HDPE STORM DRAIN PPE WITH 5 SACK MIX CONC. ENCASEMENT 1 CD = W " W = 1g AD UST MANHOLE COYER TO GRADE. ¢ Q co Z + t + r> + + t t + t U) 18 CONSTRUCT GUTTER DEPRESSON PER COUNTY OF RIVERSIDE SID Q Q� r _ N8W58' 2"E 2634.70' Z O PLN! 311. } _ �, :— _ © CONSTRUCT 1 2' WIDE MNNTENANCE WALK PER COUNTY OF RIVERSDE Of STORM DRAIN UNE 'D' EXISTING U U) sro PAN 113. m j SEE PROFILE THIS SHEET CENTER LINE O Q Q p V Z Z m o O m F Q ¢ A� V d' • ` J S - F 3 — — -- -- - -T - - - - - - - - - - a CIO LINE TABLE Z ED BEGIN PIPE GRAPHIC SCALE LENGTH BEARING Z EXISTING RIGHT-DF-WAY L3 1298.17' N89.59'42"W PER INST NO. 2012-0054374 L4 1296.16' N89'S9.4YW w w 45'00'01 W I RECD FEB 7, 2012 L5 2494.17' N89'5W42'E NOTE t- LI ( IN FBe1' ) L6 2492.18' N89'58.42"E GRADING STALL BE COreP1ETED PER O RT t imc = a0 tt L70 2115.46' N88'S8'42"E crass SECnads s1ogN aN SHEET 2 LI W O NOTE SEAL-ENGINEER BENCHMARK: DADrtx6 IM NO RY-14IE PM 36293-VW 24M LP NO SHEET N0. > � LAND PLANNERS WORK CONTAINED WITHIN THESE PLANS z E S.W. QASSUA Di SK Iry CUR W N D AT V N �'"" SHALL NOT COMMENCE UNTIL AN R0.�F_55/ THE TA ED C of HWYRNI ag AND AVE COUNTY OF RIVERSIDE Y ENCROACHMENT PERMIT AND/ORA SURVEYORS TR STAMPED CALIFORNIA DEPT 7 V ¢ DIAL TWO WORKING r„�� �. T�q �` TRANSPoarnnary I9ae Ix-la.e L. 0.3' SCHEDULE "E" W p N GRADING PERMIT HAS BEEN ISSUED, BEFORE DAYS BEFORE m cr1' i+ 0HrQtAT� CIVIL ENGINEERS BELOW GROUND AND 3' S.E. OF PPg 62ND AVENUE - S W Na. 416fi0 m m 1640 pPLOOKF A"^1 O SOT a4Ri1m as EUVATD > You DIG YOU DIG „v r �A 507-7 ELEVA°oD - 315.53 STA 36+00 TO STA 46+00 7 2fi O LD THE PRIVATE DRONER AT TABID THESE THE DE IS RESPONSIVE FOR nEVENT �°" ENP }-31-ID14 y N:v,ta) sev-n00 <91�) 66>-9909 N=Ax USC&GS DAVM + 500' 1912 .OF. SHT$ Z v TOLL FREE 1-B00-227-2600 THE AI Ao AC[EPTTER CTU T THE OVAL HEREIN w IM a[nr IT *,,� Clvl� �* ADausTMENr. CIE. Q uLsrxEP:wCIEs ARLsuw ATTER CNHItt APPROVAL ox WRVG [DUSTRu[i1W, THE MARK BY DATE APPR. DATE 77F PREPARED BY: R.C.E. N0. 44560 FOR: W.O. COUNTY g a Ce A PUBLIC SERVICE BY PRIVATE ENEETR SHALL N RESPONSIBLE FOR NTERNINiNG AN ACCEPTANT REVISIONS Q' 01LIf SCALE: FILE N0. 9S7- a ¢ a UNDERGROUND SERVICE ALERT mumN Nm REVISMs HE PLNa FOR AwRmN ar THE rnBnr. ENGINEER COUNTY DATE �t Tn r _ H; i'=40' V; 1"-4' it PRNILE SCALE _ - r - - - C - I t A I HOR1Z: TmA40' + a VERT. .E.�. t....._t.- . _-_.. _ . . 1- *' ;- r I -I � -'j__ r ..._. ', I , ti- r � II T + I f r F r - h r -I � a , �; - I'"-i-- 11-.�- « a _:�.� -{_-+ i- -: +- 1- } I t - T t I Jam_ i r. - i i i _ r ; - j I I I 1 " t t y _ t _ � I ..I- I. r I t I I I + --_ tt + x _ m m __-_.. o v _-.�....A_ .i-._-I- - - :- . } ... __ _ .«--�.__ ., :- s _._r._' `._• • --_ , _r '- - '^ - i ' - --}--:_. }_'_a—• `�__-__+ _ 1 _ I _ _ _ __ y-�, -_ ^ :- - _ T r 1 o r- it t 1 m + I I . M r lV ___ - : «. a-.. .. -.r_._ I f_+-._ _ --._+ _s .+.. r i,_{ -�- I _1 lJr— t: _ _+__ r 1 r y.. m Y_-+ ♦ r-_s___i_ r _-. _._.i t t + - . _i-_I- - t , y._ i- 1 -_?I~-A-._4 J H - f - p + _.! +- r 1X _ r L'i h W win ! L vI __ __'-__ L ,-_ r ^ _ + - r __ _ r _ _ _ -+ t Y _ _ -_ L-' _ - PROPOSED SURFACE , _ . . „� 'r .-r'-- _ � '-_. .. -F r I'-�'. _ +_. . { _ +. _ r_. I._ + -� A. .' . � .� :�f—' -...i..-� � .t�.�.i-.. ,-�.. � � .��i�:_ t _ - .+T__' OVER CIL STORM DRAIN , Nn f I r { I I I _ _ I rt I j I U'mm I _. _. I . '.._.+ I. i � I I ''- I I I .. ly 'I 'i :. ' I 1-. I I__L..- I_ - I )--� I -IXVST. GROUND 350 L -- ,. L'—t-__ )._.-i__ 4- -_.-;..-...{ t---� -• - O 1 -l--I--I a .•-.}- -t ; } -1---+-�7 -i--T-- r -r +- + : r r + ^ + . ._ _ ____ r_ _... .i_..}T r -r + r 1-- - i- i-- - _ 4 I I I �= I I I I oo I. I.L C) r + . I I. i _.i�__-}- I +- i i - ---I ,._ r _`--1--i E t +.. + t -} , i I, i L I. I i l` 1 I i- , I I tt co + I F + I - t � t r I ? I I I � r � � -+ H I � l_ - . +- I_. � 'I E i _ 1_ I i __ -i _ !_ ___�-!-1�1 _..�-,- t -�_ -� A T__.r._ « , Y �- , + N _ I II-- -_L_..)_ +-. _'..__ . ..J. 1._-1__ i- — —« _:.. _ _ M1._ + i _._ .. 1 e _..__+ L. ._ + ... _:.._ i _.� _ -'_ .« :--.' _ 1 t. .: w "1 < n r 1 r r a -co p - m _ Y _ _ _ _ _ __ - _ _ _ - W (Ja a _- ' _7- - . __ _ _..._ L • - -T « r_-i- ' x -{-.-r LL -_ r 1 ` r r --} �-"-+ r -1' !- - r = M ! a w ? : r -_ T ro <.•� -.i --i w r A 2a _ ENCASED IN 5 SACK za X __ 350 CL w o - CEMENT BACKFI 340 (Jaz a - _ I`a _. _ L -,-+ L. iy..__'_ a - �.._. +-I _ •. , _ -II ' -r1 _ tet_ L_.I-� _ -'- ' r _ - } .. n , m nz �^+' o Pn LIJ (Ja ? T - I : + + � - 1 _ (J f/a CONST 138.30 iF a/ 24•.. (I t .i. t _ . _ _ a _ - - * _. LL -r f —__ __4__ _ }- HOPF.STOkIM QRAIN L r....i... L...._I % i.... -. .. _ F Q r r - t r-.. r. '... . Q STORM DRAIN LINE 'E' j - PROP DTC AT CL AND +_ , t . r r- _ IL . - -I «_ } 1 - PROP - SED TC 13' N/O CL _ EXISTING GROUND AT CL t- , .- r r I.-_ -L_I- _'? r _ L }....._ +I -' -{- _i- i. _ i T �+.-.-L_I - TT I TI L + fi t , I i I I I I I I I I I Y _- i i I -- - -A} E--4- r-} y- I -r- I- 1 I i- -r : , _.� r r + I 1- Yrrr ,. -� -�--.. --• �- T I ll '4 r- -Ell i t -t- - �;_ L l 'SII : -f—�-i , I I I i i I , I ~" ' , I. I '—' , I ; i ' 1—• I i j '� j I �� �" I - F r -+- f i 4 + j ! I- t i t _ ♦ i ^ i __�,'_ _.-.I 3 ,. - Y r - t : f : . :. i '�._ ^ 1-'- - - __ - �. _. 'r...._ r r ` +__'1_ i f 1.__ t i --r--{-y'_-I- , t I I I { .� 46+00 47+00 46+00 49+00 50+00 51+00 52+00 53+00 54+00 55+00 56+00 CONSTRUCTION NOTES CONSTRUCT 0.67' AC OVER O./D' CLASS N BASE. 16 - _- CONSTRUCT CURB AND CUTTER 'TYPE A-W PER COUNTY OF EXISTING ONSITE RIVERSIDE STD PLAN MI. N RI(iiT-OF-WAY EXISTING AVE. PERIMETER WALL ® CONSTRUCT `TYPE D CURB' (a wa/ cub FACE) PER cWNn OF RIVERSIDE STD PUN 204. z v PER PM36315 62 DRAIN LINE N 6 M8232/89-96 20' TRAIL EASEMENT OS CONSTRUCT MEANOFRING PCC SIDEWALK PER COUNTY OF RIVERSIDE STD PUN 404. CONSTRUCT SPLIT RAN. PVC PENCING PER COUNTY OF RIVERSIDE .V SID PUN 405. _a..v _e. _.�_.�_ I� — __. -- B CONSTRUCT 10 FOOT 'AIDE MULOPURPOSE TRAIL PER COLINtt W _ n RIVERSIDE SIM PLAIN AIDS. _ _ u+26.50 _.. _ --_- _ ____ -_ _-.- ___ - _ - - O OSI CONSTRUCT CATCH BASIN ('M=r') PER COUNTY OF RIVERSIDE COUNTY O _ - - sro Pun 3oa END PIPE -- - - - - - O _. _ o - ----. '- + to INSTALL 2e HOPE STORM DRAIN PIPE WITH 5 SACK MIX CONC. ENCASEMENT W Q N00'Ot'180 r '^ " ' EXISTING Ln O tt INSTALL 36' HOPE STORM MAN PIPE Yew 5 SACK MIX COMIC. ENCASEMENT z a VI Q i6 o EDGE PAVEMENT : Q I- in ADJUST MANHOLE COVER TO MAZE 0 W H 16 19 _ I— W O VI 22 w IJa - - - - - - - - - - - - - - - - _ - __ - _ - 2 _. LU 1B CONSTRUCT GUTTER DEPRESSION PER COUNTY OF RIVERSIDE STD PLAN 311. z = w 62ND AVENUE s w = ,I CONSTRUCT MEDIAN CURB ARG ND SEVER MANHOLE PER DETAIL QO V~a1 U) z + + + 50+00N89'58'4 • + 2634.70' '� + + + + z U) ON SHEET 3. LI.I J T J W 21 CONSTRUCT ,NNCTION STRUCTURE NQ& PER RUM STD J5233. } w = -- — — = W © CGNSTRUCT S' TALL CHAIN UNIX FENCE. w Tn (..) EXISTING MY EXISTING (n DO H SEWER LINE 10 CENTER LINE U Q STORM DRAIN LINE 'E' Q Z SEE PROFILE THIS SHEET z N J 9+88.00 FUTURE O m L BEGIN PIPEF@ CUB LINE o 342.35 INV h 3:ty- _ GRADE TO DRAIN LINE TABLE NLENGTH BE I a 0- �L '�� r ^ p BOTTOM , - L5 2494.17' N89-58'42'E U Q � - � � 342.0 FG FC L6 2492.18' N89-58'42-E L10 2115.46' N89'S8'42*E r - z CAP\ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - w z GRAPHIC SCALE z W BD i Z f EXISTING RIGHT-OF-WAY LIS Of PER INST NO. 2012-0054374 NOTE O RECD FEB 7, 2012 I- IIIII. ( OT 1BB1' ) GRADING SHALL NE COEpLETEU PER U. O Sj�\ Y� T 1 lmh = 40 tL CRO55 MC11GNS 910MN ON SHEET 2. wVI U L11�� /\J/\/LIIII�IIIIIS O IIIIIIII IIII /////////I///fit �- SEAL-ENGINEER BENCHMARK: CAESAS N In III IL PM 36293- 2481 LP. NO. 1 16 SHEET NO. > F- c WORK CONTAINED WITHIN THESE PLANS AND LAND PLANNERS 2 1/2• MASS DISK IN CONCRETE AT COUNTY OF RIVERSIDE SJ O VI ""`"""'�""""'""""� �"""""A"""""v"'N"' SHALL NOT COMMENCE UNTIL AN µOFESS/ THE S.W. QUAD OF HW 86 AND AVE v R EVELOPMS.NT sulRvevoas 61 STAMPED CALIFORNIA DEPT L) E U � ENCROACHMENT PERMIT AND/ORA o MTXI SCHEDULE U DIAL 7W0 WORKING �� �. '�l f TRANSPORTATION 1966 R-14.8 L. 0.3' p VI GRADING PERMIT HAS BEEN ISSUED. W $ ONSULTANT$ CIVIL ENGINEERS RFi_ow cRaueD AND a' SE a PP 62ND AVENUE EI BEFORE DAYS BEFORE ,± z Z S W � Ni 4FSID T ISEO BROOKXOLLOW CPoVEJ9{YTC 99 9507560 > You DIG YOU DIG SI „„,,. OM706 ELEVATKN _ 375.53 STA 46 00 O F THE PRIVATE ENGIN£R SIrNING iNESE PVN$ 6 RESPGN9Il FFR A59JRIN6 EW. 3-31-3114 y C7vN) 667-77o0 C"A) 667-T 07 FAX USC&GS DATUM + 500' 1972 + TO STA 56+00 8 OFZ6SHTS Z OfU TOLL FREE 1-$00-227-2$OO THE ACURACY AND ACCEPTABLIIY IT TIE R.SNN OUR N THE EVENT LE CIVtI gyp* ADJUSTMENT O_ Q RISCREPMLIES ARISM AFTER CUNTY APPRDYAI IF 6LRNG CDISIRIXIID6 TRE 1 Q G. A PUBLIC SERVICE BY PRIVATE DEALER 9NLL IE RESPHXSIRE Pmt VERRIGIIIG AN ACCEPTABLE MARK BY DATE APPR. DATE 7FOr CLL, PREPARED HY: R.C.E. N0. 44560 SCALE: FOR: W.O. COUNTY mLD»DI NW REvmw rK INMS Tce mPRRVAL Nr rK CIRHr. REVISIONS - FILE NO- yI�'_ OL a O_ UNDERGROUND SERVICE ALERT ENGINEER COUNTY GATE 4 Ia I�- /L H; 1'=40' µ i"=4 / PROFILE SCALE HORIZ. Tm40 e ! t r }_._`. _ _ I ! f T i VERT. T 4 { + + I i : t t } 'I '_ I _.. r f - _.._. I I ! f-...._�_, T- I` tl- 1 1 i j ; +.... t { ...... . . ... :._. -, I 1 1 I I T fi I ! 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MB232 89-96 2 r N CONSTRUCT 'TWE D CURB' IS INCH CURB FACE) PER COUNTY 8 20' TRAIL EASEMENT "'a '� 64' 8' I 20+95.64-ECR ® a PoYER9DE Sm PIAN zoa. - - 344. _ _ -__- ___-__ ___- __-___ __ __ __ __ __ __ RIVERSIDE BCOMISFIRUCT MEANDEMI SIDEWALK PER COUNTY OF 20+96:$8 BCR + : O NG PCO _n _ _ _ _ _ _ _ 345 345 - RAR PVC FENCING PER COUNTY OF RIVERSIDE fr o .15 TO 0482 BCR SiRUCT SPUPLW 404 _ 63+ �'Pcf p 1 EXISTING AVE � O STD PUN ws. C 62 DRAIN LINE © CONSTRUCT 10 FOOT W� MULTIPURPOSE TRAIL PER CgJNTY OF O -- 17+4&x56- I 63+14.50-JOIN {�y45.ea 346- O RIVERSIDE sm w,w 4D5. - END PIPE F. SURVEY 345.52 FS CENTER LINE E` \ \ - H7 SIO CONSTRUCT CATCH BASIN (W-T) PER COUNTY OF RIVERSIDE COUNTY O + o _. - - -. - I . .. -. . _: w 345. It 31538 _ EXISTING � O Sm PLAN 300. Z To 4 V NO°'01'18"W 61+29.78-ECR w I EP EXISTING 11 INSTALL 36- HOPE STORM DRAIN PIPE N11N 5 SAM MIX CONa ENCASEMENT a0 L� o i ( _„� O Ep o 34EP2 _RIGHT OF WAY _ y - _ i CONSTRUCT PAVEMENT TRANSIX)N PER DETAIL ON SHEET 3. z `t �45 n" o EDGE PAVEMENT -- X345.63 (Q W H EXISTING c 6T+zs.7B BG o n b - -- AIMUST TO GRADE. - '� a W (n SEWER LME L z y _ _ cel 345.64 N -""",' - W to COORONAIE WIN unun COMPANY m RELOCATE uTIUTY POE w o = 2 1s 19 ° 62ND AVENUE tl is : '�? >' L 5 `� s " _ ,B CONSTRUCT WTiER DEPRESSION PER COUNTY OF PoVDRSIOE Sm \ z W - - _ _ _ _ _ _ _ _ - - _ - _ - _ - - _ - _ - - _ - N88'S5'14"E 1485. 6' . + - - y„ _ 04+09 65+00 PUN 3n. � _Z N89'S8'42'E 263470' - - - -_ - -• Z � p {if T 00 N W -{ - -� - } - { } -1 - - SHEET MEDIAN CURB AROUND SEWER MANHIXf PER DETAIL W J � 82+97.78 J W oN SHEET 5 GG _ ) EXISTING STO M DRAIN UNE 'F TR S EXISTING = W REMOVE AND DISPOSE OF EXISTING TREE. w (n O 57+51.03-8C 58+28.71-EC CENTER LINE PROPOSED EDGE m CENTER LINE ED E A M TTI SEE PRIIE THIS SHEET OF PAVEMENT NI - - 345.60 FS - - - - _ _ - - - V (n 2t CONSTRUCT ,uNcnaN STRUCTURE Na& PER RCFCD Sm J5233. ED U F- I b � - - ~ CONSTRUCT W TAIL. CHAIN LINK FENCE z cc 62+74.2 8 w G BEGIN PIPE I FUTURE N N NO AVENUE (Nj EXISTING © COORDINATE WTM UTIIJtt COMPANY m UNDERGROUND Ui%11Y PO.E. I 20+00.00 POLK STREET (N) p2 U O m w CONSTRUCT Y NICE MAINTENANCE WALK PER COUNTY OF RIVERSIDE J �_ -. _ _ FG 39��NV- L CURB DNE z I 62+ 0.74 6 N A UE= sm PLAN ns. Q vI'id,"*�y\,1\(n�n•_' 19+97.62 POLK STREET (S) Of U 3:7 P I a 1 - - - r . r - - -110'` - - LINE TABLE CURVE TABLE - � - - - - - - - - - - - - - - - - r I LENGTH BEARING LENGTH 00.TA RADIUS �•' U TS.O I L5 2494.17' N89058'42'E C4 79.26' 6'0840" 739.00' w w EXISTING RIGHT-OF-WAY '� 'GRAPHIC SCALE L6 2492.18' N89'S8'42'E C5 54.96' 89 8'35" 35.00' z PER INST NO. 2012-0054374 G' L7 170.03' N89'59'36"E C6 6.28' 180'00'00 2.00' Q RECD FEB 7, 2012 a I m w m rm L8 1485.26' NRS55'14�E CSI 54.01' 88'2592" 35.00' z s L10 2115.46' N89'5B'42'E NOTE F O ( m ) L12 299.04' N89'58'420E GRADING SHALL BE COMPLETED PER S Z 3 Dwh s b ft GROSS SECTIONS SHOW ON SHEET 2 W O NOTE: SEAL-ENGINEER BENCHMARK: 0.7085 N KO W-tABL PM 36293-VW 24M LP NO =016 SHEET NO. > ~ WORK CONTAINED WITHIN THESE PLANS AND LAND PLANNERS 2 1/2' BRASS DISK IN CONCRETE AT /'� O N SHALL NOT COMMENCE UNTIL AN RRpfESS/ THE S.W. WAD OF HW WAND AVE COUNTY OF RIVERSIDE vM EVELOPMENT surzvEvorzs U : Q ENCROACHMENT PERMIT AND/ORA VDOSP BL., W GROUND DaANDR3' . O SCHEDULE »E„ DIAL TWO WORKING V 'f` TRANSPORTATION 1986 R-14.8 I_ 0.3' w p Vl GRADING PERMIT HAS BEEN ISSUED. 4a' �+ ONSULTANTB CIVIL ENGINEERS BELOW GROUND ArvD 3' S.E. O PP/ 62ND AVENUE _ w w BEFORE DAYS BEFORE H a; 9507 U > U YOU DIG YOU DIG v N0. 41660 4 ,a., Tsao BRooKMOANA. nrav6, dll.I1T! a.4 ELEVATION = 375.53 580 P 3 B,-104 sA JTA ANA. _^ 00TH STA 56+00 TO STA 66 00 Q 26 O L) ME FRIVA?E ENGINEER TSIDITARI THESIS PLAN$ IS RHERMSIM£ FDR ASVERIN; * (THA) 66T-rroo (TTS) 66T-TTOT swx ADJUS DAVM + 500' 1972 + " OF4V$HTS Z OCU TQLL FREE t-8QQ-227-Z6QQ IME ACrUju ANO A[EEWIER 1Y ff IN: DESIGN MEREDR IN THE EVEN? ff C1Vll �p ADJUSTMENT. - OL Q KRIVATF MGL. ARISING AFTER MIT LE FOR L ff DfIMSNMROi M AUSECTIR6IXC 7 �A OL DC A PUBLIC SERVICE BY PRIVATE PK,xFER SNPLL R RCSPGxSIB.E FOR IEIERXRIING Ax AUEPtABLE MARK BY DATE APPR- DATE 7FD,. FT*' PREPARED 8Y: R.C.E. NO. 44580 FOR: W.O- COUNN g a a UNDERGROUND SERVICE ALERT soLNTIFN arm RFVISING n( PLANS FOR APPRxVAL R TIE Lvurm. REVISIONS ulT DATE q lc/�,� SCALE: 1'-40' 1'-4' FILE No. qS7 /� d ENGINEER COUNTY H: V: I PRC)FL.E SCALE , H011iii T=40' 1 r r h + :-__ 1 _._.i .,_L___--1' -r : + .- •, -�. - + . ±--- -_ - T -�-r_ `J-- . r - + r i..-_-4- +-I-. .._ -. 1 -t } .._ _ _. __''_-'_-I--'--L_.-i-_'1__' -L 1 1 :: L r I - : .._F r 4_.t '--j'- --+_-t._I __-_ r + t t VERT. 4 r , ' i I r I 4, 1 - - . -- - s.-_.-•__. - - . _ .j_.. -_-� - t- - -'--t- , T_.. Y ---I- ". _ r .—.L --.I. F--•._. _ I _ - - •-+.-L--_. __-.'__. _ _.} . i..f_-.- ` .__y_ ._ : _ �,__ r-_.._1__ � �._.__ . r r- ,_..-- _ _ __., .- �_-,_ - _ � 1_ _ 1 _L-.-r -i J--F- - a L - -..r- 7- t ,Tt� , ♦- , , : r � r T '. I r j.-... , __�_. 'r . , ; : ' l- -T- -i _ - - { � -}- __ ` - I---1 i � � i '" - .1 r �... T - �- {-�� -'- -- _`+ ..f _"�_ . . ..'_. 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RV-14NL PM 36293-VW 24NO LP NC. =016 SHEET NO. ~ WORK CONTAINED WITHIN THESE PLANS AND LAND PLANNERS 2 1/2- BRASS DISK IN CONCRETE AT COUNTY OF RIVERSIDE O O On msµ' SHALL NOT COMMENCE UNTIL AN QpDFE55/ p,pZ, 0FW30NT SURVEYORS THE S.W. WAD OF HWv 86 AND AVE Y Q ENCROACHMENT PERMIT AND ORA o pdJ$P 61, STAMPED CALIFORNIA DEPT SCHEDULE „E„ I.) DIAL TWO WORKING / W� V ''`r F• TRANSPORTATION 1986 A DEP L. 0.3' W p N GRADING PERMIT HAS BEEN ISSUED. W �'+ O.NSULTANTS CIVIL ENGINEERS BELOW GROUND AND 3' S.E. OF PP/ 62ND AVENUE W w BEFORE DAYS BEFORE ,+ i y�7 (� O S ft. 44M m m 1520 BROOKMOLLOW pgIVE. 9llITE 33 > You DI( YOU DIG 500 ELEVATON = 37553 STA 66 00 6 EMP. 131-2014 ; SANTA ANA• OA 02)•06 O h THE ERNATE ENGINEER k 96xM0 THESE Tit IS FURRSIRE FOR AROUND * * (nq ae7-T/00 (T1s) Z07-7707 F.Ax USC&GS DAVM + 500' 1972 + TO STA 76+00 1 00F_ SHTS z OL v TOLL FREE 1 -800-227-2600 THE IES Al AErcPITEurr T nx VAL R RUN w ,INE Evan or aj It %1 s AD,usTMENr. 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Rv-14bt 293-1/i�. 24�9O IP. Imo. •1�0� SHEET N0. > ~ WORK CONTAINED WITHIN THESE PLANS AND LAND PLANNERS 2 1/1 BRASS DISK IN CONCRETE AT 11 O N SHALL NOT COMMENCE UNTIL AN ppFESS/ THE WAD OF HWY 86 AND AVE COUNTY OF RIVERSIDE R EVELOPIRENT $U RV EYOR$ 61, STAMPED CALIFORNIA DEPT Y Q O ENCROACHMENT PERMIT AND ORA MdWS SCHEDULE U DIAL � Q4' V '� f TRANSPORTATION 1986 R-14.8 L 0.3' () TWO WORKING r 62ND AVENUE W p N GRADING PERMIT HAS BEEN ISSUED. KH' 01520 ANTS CIVIL ENGINEERS BELOW GROUND AND 3' SL OF PP4 W BEFORE DAYS BEFORE �+ 'j W /� No.. N4. m 1320 BROOKFIOLLOW dMVE, BIATE 53 950758D YOU DIV 7GD DIG SANTA ANA, CA 02706 ELEVATION = 315.53 STA 76 00 U O F THE PRIVATE EILIMIR SIMUNG THESE ROBS IS RESPONSI&E ER ASSUtIW ' >-31-MIt4 a USC&GS DATUM + 500' 1972 + TO STA 78+00 11 26 * * <7>.F> 4u7-77o0 os4> am-77o7 PAX OF- SHTS Z U TOLL FREE 1 -800-227-2600 THE AE[HRacY AR ING AANUTY T THE AISIGx HEBEBi m TNI EVENT ,g DfViV 3 ADJusTMENT. a Q BIseIATE I rzs AxBS ArAI-n cawY awRwu ce WRING mrrslMeTAL THE s q a A PUBLIC SERVICE BY pkivATl [I:GIMCR sHNL aI RISPWISINt FOR AITRwrmuG AN ALCIPTA0.[ MARK BY DATE APPR. DATE �F0- 1 PREPARED BY' R.C.E. N0. 44Cx80 SCALE: FOR: W.O. COUNTY ���. SUIR1% AND REVISING ME BANS OR AAFMAL BY TIE EBINTY. REVISIONS E! Y 0')_ a Q tt UNDERGROUND SERVICE ALERT ENGINEER COUNTY DATE 4 IA> ( /L Ho 1"=40' V; 1'=4' PROFILE SCALE . - -_. F4OFi1Z 41WM401 _{.: _ _I-i-r� �a_� .__T ! _ .__ .. - ;� Ir I - I_ `__ _ 1 VERT: TI i,-. _ } « _1._ r 7 Y -i- I L. 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I i. 1 � 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 28+00 i I AFF Tal-020...003 1PNt 75,9-1407-013 w i r _ _ y_ N00'03'08'E _ _ _280.00' _ "- _ 10214'_'30"E 1 rn+ 340.26 - _ 4 C7 } w z f 9+25.15- CR EXISTING RIGHT-OF-WAY C) - EXISTING 20+00.00 TYLER STREET S = ! a < ry PER INST N0. 2012-0054373 t — - - RIGHT-OIF WAY 9+75.58 62ND AVENUE z o II FS RECO FEB 7, 2012 CO ce) 358.92 I- II n N CONSTRUCTION NOTES o - - - - - r w < 20+63.90-BCR < Z - - O �� ! 358.03 FS ry,Vx�@h _ b �g 24+22.16-AP ' � Q 14 PROTECT IN PI.A�. ¢ TYLER STREET " w ll 21+Go h� < — "& 359.26 FS fcF $ w 6 CONS RUCT PAVFMFl T TRpHS PIXi PER DETAIL ON SHEET 2. Z N ._ 358.13 FS 0 W 47+00— —....—. ._ 1 R+00 19+00 2 00 z \\ vR �h �h I .� Q coo6dNATE WITH unun conwAwr To RELocATE unutt PaE. 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OF PPp TYLER STREET yj W BEFORE DAYS BEFORE u, 2 i 950Jj� 1520 BROOKNOLLOW CHI 64.11T6 33 _ > You 010 w YOU OG " "�0 USC&G D" T M + 5 STA 17 00 TO STA 26+00 (j .P3, �, j_j/_p114 A SANTA ANA, CA D2/06 _ O F THE PRIVATE CAN C SIGIUW THESE PLANS IS HOdE11SIRE LTH ASsgne C7 ) 557'-7'7.00 <T14) 557-7TOT PAX USC&GS DATUM + 500' 19J2 + 2()I — $HTS Z v TOLL EREE i-800-227-2600 THE uEuaxv ore ACEEWEEREI MINTY THE DSITN ]ON W DE Ewlr W *,P2 C1V1� �e* ADausTMENT. a Q mswErNlE1Es ARmM RTEa WUNS ALE FIR TI URil6 ❑S allci¢N, THE ,� R.C.E. NO. 44560 FOR: W.O. COUNTY c Q O_ LC A PUBLIC SERVICE BY PaIVAIE ErGInEER SHALL & eESPENSIRE LDi DEiEfdWNG AN RiEPTARE MARK BY DATE APPR. DATE Tf D;, 1 PREPARED BY: J ¢ a UNDERGROUND SERVICE ALERT sB.unB+ ANo REVISIN, :HE PANS Foe PPPROVR BY iK CDNtt. REVISIONS DATE 9`1 15—� SCALE: 1 =40' 1'-4' FILE N0. qs' �� D- ENGINEER COUNTY C H: V: PRC7FILE SCALE 1 � I I f i 1 I r . tr r -. � 4 I 1 ' r i 1- i 1 � I 1 -4 r - O 1 .4p f - 1 { HFi1Z. 3333 VERT. r-4' -L.... -3- . r-'r- 1 r r ...t._ .. F 1 r- 1 1 J 1 �- * T :. --' _t- - - _._-I._.. + t . __ _'. -I_._-r-.`__ _ + 1 - - _ + -_.. . T_ . , _ _ _.r _ 4 _ - - _J. �_}.. ,- t __ -_I_ 1 a- 1.._.J r : 1 F 1_.. r �- L. , I. _. r Y- _ _.' : 1 r - r t _ _ a I I I I +- - I- ---'''I--1' '` T- r !� - PRO $ iSTERLY " + fi _ - EDGE OF ENT r___ F - T -I _ 1 t H._y...._1 __ __ - f +- 1 •--_ . + a- r 1-.- - i Y t.. y r ) -- .1 -1. L.-..� .....- « r._.....{ .-.�._ t '+_r O _ _ i N P - 1 n „1 n .L...... r m m t _ J r _ _. L__t r l_ ?- j L __ , •-__,._. -,-. r-- _ - - 0.25 . _ - - _ : _ EXIST GROUND T-_, -� -z..- T , - r- ''_-_ �..'^ r _ OVER CIL STORY - D - + r _ EXISTING GROUND AT 1 �' 25x- 360 tT 1 - - 360 _. y r _ _ - t EDGE OF PAVEMENT ;� i. r _ 1 PROPOSED FS AT CL a � � O m¢ F a o 0 o v _ I_._� i i a. _ oo ' r _ - � ao Nan oo oo o � + 1 Nn n ~- O L p o4 azln rnm ^ ... N ` o + oY _a- � m O "__ - _ C4 t L _ _ + W� NU' W bm ON .r t + N � N - IKlm + + m � o N E + n N y n n + ARCH CULVERT ~ ..- r e� + v m m n - H 1-.4 t o HT 24 S� - N i0 m a n -_ - - - _0.259. - _- - - __ _ - - -.- - Ms- f Q T... L _L O d L ._,. t v N -0.25`5. N M - 4 - - Q S N ----------- ? m _ L EXISTING GROUND AT CL - _ w _+ Wi=t } - i w -- - w r J - r w = 3ass6 - 350 360 CL - = w -�+�-�- � z �. ' PROPOSED EASTERLY zU) + . �- - w _ _ CURB A ER w a � a a t L -- w Z -_ a T- t i -. - . PAVEMENT TRANSITION _. 7 _ -L_.> , r- L- - -,' �+ } .� 1 i..... { J 1 G : Z w o m2 v`°i CR o. (D C) _ _r l� ._� �� - - t r �L � _ � � D �GUTTER � � U) ahw � w - dz � o� � T �= o� fes ' N + Q T 1 - o - - - m W O p + N A + m N CGWST. 5E.42 LF m� NU OV OF a.-... _ _. m� � a _ m _ m _J.._. I_ fmPf S)APN4LW.Wi. NtDn ti _...:-.__' r t ` -_.. , �. 1 j..... , -r-s. . _+. ..+ 7 - . _. J .. y_. J - - - - 1 ... t _ _...-l-� ---1---I- 3t-I -I N r__ _ _ s._.¢.-._-. ' AIL+Ii Thf'T 11 _ } {r - -J 360 96 TC r r t -' - _ •- 29+70.97-LP r t - - '� r -- -_ - 1 -- -� - __ �. .. I 360.96 TO 1 E -- -._.�. - .... ... « r .t..... ... , + 1 ..,......- -I--.._. _ ,....._J. ;_.. Jai _ _ _ 4 I I 1 1 l 1 1 1 1 _ ._ 1........ r I .._,...__..N ,....._ _ i ,... +. n , 1 I J h s...._ ..._I. f r �..._� i - I I _ ,.-_ '..__I. _ _ I...- I ..... .... . .. _y.-.. '._ '_-'._ .__ _-�� _ _.._ - CURB - - ._ _. F T 1 r - II& GUTTE .. - r T j... - � � 1 +_': 1 .1'__. •-•__.. r y. r -.... . .. I r r - t .. T--r - --"I - -' TT - T �_ - j- "r'-�'+__ TTF1 i I i 1 _ _ i i._.-..;.. ,......... . t 1 1 _ L -�_-�_. 1_ : 1 ". : : 1 _ _.-___ - _ t -1. t r t -t t : Y. r : : : +- . _ J Y__.I �. . 1 1 ! ! !- j r , T = ; r Y 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 CONSTRUCTION NOTES iC CONSTRUCT 0.50' AS OVER 0.67' CLASS 11 BASE. © CONSTRUCT CURB AND GUTTER 'TYPE A-8" PER COUNTY OF EXISTING DRAINAGE EASEMENT RIVERSIDE STD PLAN 201. PROPOSED ARCHED EXISTING RIGHT-OF-WAY ;JFIV' 7%5q--,140 JA`-g CULVERT, SEE SHEET 26 PER INST NO. 2012-0054378 PER INST NO. 2012-0054373 APN 759-i+40-0if ® CONSTRIJU -TYPE D WRB- (S INCH OURS FACE) PER COUNTY TO BE MAINTAINED BY _ RECD FEB 7' 2012 RECD FEB 7, 2012 OF RIVERSOE Sm PLAN 2". THERMAL OPERATING COMPANY, INC.N 0274'30"E - - - - - - - - - - - - - ® M ODUCT ASPHALT CONCRETE DIKE (S WON CIXtB FACE) 340.26' � .- a - - - - - - - - - - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ PER COUNTY OF RIVERSIDE SID PIAN 212. CONSTRUCT MEANDERING PCC SIDEWALK PER COUNTY OF RIVERSIDE sro PLAN ba. � 28+58.14-END �_ - _ _� _ _ _ _ _ N00'033_08_E _ _ _ _ _ _ _ _ _ - 00 O SCONSTRUCTUT RML PVC FENONG PER COUNTY OF RIVERSIDE 0 FULL RECONSTRUCTION + 361.18 FS it + o (0 0) tTJ II it 29+26.23-END TRANS M O RIVERSIDE SID PLAN 415. N x 5 a` 9p 361.42 FS M � 8 CONSTRUCT 10 FOOT MtOE MULTIPURPOY TRAIL PER COUNTY OF Z N N�0 S O , 111 14 EXISTING V r 9 CONSTRUCT CATGI BASH (W-]') PER COUNTY OF RIVERSIDE COUNTY mr Q Q 00 1 ---_-1_ EXIST POWER POLE m 0 ' W h'O - - .P 29+71.43-BC POWER POLE PROPOSED EDGE �\ EXISTING LL O SID PIAN 300. \ VI h' t0 NSTML 24' HDPE STORM DRAW PWE � -. I BEG ISLAND OF PAVEMENT I CENTER LINE (n N Q '.$r-tr'�.s ._ _ _ -_ II xa .. _. . __. ._ w /4 PROTECT W PLACE \ o = w 27+00 28+00 29+0 30+00 0 31+00 N00'03'08'E 32+00 4 33+00 264e Ds � 34+00 a 35+00 w = � Z z - I - - �XISTING ""'"I - N Z (n 15 CONSTRUCT PAVEMENT TRANSIIIOI PER NAIL ON SHEET 2. Q J EDGE OF PAVEMENT STORM DRAIN DNS 'G' _... _ °i J t COORDNATE WITH UTILITY COMPANY TO RELOCATE U71UW POLE. F w SEE PROFILE THIS C' + L7-I Vt W = - - - -- _ -_ = _.= - '8 END TRANSITION 1 = w t6 CONSTRUCT GUTTER DEPRESSKN PER COUNTY OF RIVERSIDE STD ¢ Y En U 15 N40004'38"W N04455'22"E BEG C&G iC EXISTINO C) (n PLAN 311. w 1- 1- -.._ -_ _ 10+56.42 ,p m IRRIGATION LINE F- REMOVE AND DISPOSE OF EXISTING TREE. DO Z 10+00.00 10 Q - - '-- BEGIN PIPE ENO PIPE Q O - 2 } 25 CONSTRUCT 2' NIDE MAINTENANCE WALK PER COUNTY OF RIVERSIDE v _ _ -. - .... --_...__ :._- --- sm PUN na z - - - - - w 26+00 27+00 - - Z ® mJ 359.81 FS 360.16 FS 28+00 1�-- _ II d. 5 -_ A Q 360.48 FS 5 Q� • ` J APN 159- 180- 0()'`,5 28+58.14-END -� T E%ISTING T T T T - • T - ,- FULL RECONSTRUCTION m n 8 14 WIDE TRAIL EASEMENT 2C WIDE TRAIL EASEMENT d 6= _ RIGHT-OF-WAY PER PMB 232 89-96 Q 360.60 FS PER PM38315 / a + +a v M8232/89-96AFN yp/} ry/q�g 3 GRAPHIC SCALE i �� a LINE TABLE K o m m m 1m 1 m0 r LENGTH BEARING FJ �III Z Z i mo 3 L2 504.20' N0124'S *E 9 L3 893.41' NO'i3'31"E CURVE TABLE Z f ( 1N >I ) I 8 L4 1634.10' N00003'08"E LENGTH DELTA RADIUS NOTE w ¢ i ,mc6 - ao ft. I L5 1634.10' NGO'03'08"E C3 158.74' 3'46'32' 2409.00' r Ow L6 1683.11' N00'03'08"E CCRROISS SEGGRAONS SHOW ON SHEET 2. DU O MOTE:T - SEAL-ENGINEER BENCHMARK: vNi EY X0. IMI-10L PM 3M3-VW rt4690 LP. NO. �.6 SHEET NO. > ~ R WORK CONTAINED WITHIN THESE PLANS AND LAND PLANNERS 2 1/2- BRASS DISK IN CONCRETE AT O + Lsslq THE S.W WAD OF AW 66 AND AVE COUNTY OF RIVERSIDE 3 VI SHALL NOT COMMENCE UNTIL AN Q EVE.'LOPME'NT SURVEYORSJ `C) Q ENCROACHMENT PERMIT AND/Oft A O YrDll$P Bt. STAMPED CALIFORNIADAAND 3'IA DEPT R SCHEDULE aEee U DIAL TWO WORKING ry� Y. '4`I F TRANSPORTATION 1986 R-14.8 L 0.3' w vI GRADING PERMIT HAS BEEN ISSUED. W '$ ON$IILTANT$ CIVIL ENGINEERS BELOW ceouND AND s S.E. a PP TYLER STREET _ w w BEFORE DAYS BEFORE 950758D > YOU DIG YOU DIG "" `+�° m a'� aNA. °PR`s• a`"'£ )s ELEVATION - 375.5' STA 26 00 TO STA 36+00 13 26 Em. 3�i1-1GI4 BANTA ANA. CA 04706 �. O F TIE PRIVATE O60EER SI" THEY IT K If RESPoXSIflI FO DIRT G (T'Y4) aa�-r'oo Krta) aa'>•-7'>•os wwx USCUST DAVM + 500' 1972 -OF_ SHTS z 0- v TOLL FREE 1-800-227-2600 TIE DELRAET MBA WTERurr v rH Al_ 1FM C ra LVDIr IT *,�? crv1� .r* ADaNsrMENT. OL a oDaPN4TEs aRDac HTER mWir ePPRwu m0r6 E94TRucrON, rxE < A PUBLIC SERVICE BY PJfilfEW AVSOULR RESPEHF9 PBNpETR TW MIACtEPrARE MARK BY DATE APPR. DATE l!'O- F` PREPARED DY: �. R.C.E. NO. 44580 FOR: W.O. COUNTY REVISIONS OLL1 / SCALE: a a o_ UNDERGROUND SERVICE ALERT 1>wuIMI Mm REvrsp6 rR Bars FSR oPpRDvu er TW EIriNtY. ENGINEER COUNTY DATE to l/7� H; 1"=40' V; 1"=4' FILE N0. w� PFi0F1 ..E .SCALE HORIZ: T=40' - -' " _ ._"{._._ ._ _..e-"-_ I h ._u 1 ,_..-1. , . _-r_. .r i_i_ ._� .i._... « .. r--*_ _ -i-r ' - - _ ! 1 1 y_ .� .�._._. r _ ......:__r q �_...1 ------- 4__ , ._ ii'- VERT. T�4 1 t : : F I rt-_ • -_.__� _.-.... :- 1 L._....i_ -.._ ...� i __j_- -�...� _ _ « _ r- -r__, _1 1_ � + ,- t � __- i + : I }-_' 1 _I__�♦- �_-�_`_-i `__. 1 1 r r- r d h r 1 t 1 - r + I i I 1 - — - + ---h-- - 1 I _ - i 4 ti _ F . t - _ 1 " - - _ -. _ _._. _ 1 - f - , 1 : : Y 1 1 I pp i r1 ! ` h ' ! ! . ( 1 } r , _. I ! } (. 1 }-i--i a I' T- `- r r -'i-r �" II 1 t 1 ' : ' , ' ; -, r ! ; r-- +...... - , : III ' .. I -1 _... L L._..—. ......_. J .....1._.... ......I ............. t ... ... ..... _ L......, ........._.. ._._ — . - "+. 1 __.. .. 1. ... , ' _ t t + i- + { 1 --ti•""' PROPOSED WESTERLY _ rt - - - "- �. : { , _{•._"-r , }.. ..-L-.. _i.... Y L.. T _ .._•___ i . . . i... {._ T l :._...+-._ i ....-, - : I ...+ �Y L....t.". L ✓-. + . - h__-'- . ._ 1 _ _L _...J.... . ....._ -. _ . L A....._ .. _ _ _ r � , DG NT 11 ! 'I I _ _ _ EDGE OF PAVEMENT i _ _ _ 1 I - L 1 . _ . ` _ — 1 : 1 1 - -J 1 i + _ I L._ ___ - _� -. ! ,......_.,. _:-- --i I L_ _ _ ! _- ' _ _ ;. _ - 1 -..._.._ ...-.- -.. . I '.. 1..- 1-' f r o 1 o m - o Olt- , O N - : 1 O li i a i + + N _-. « r___1 o � ... _ - -. i + , i__ ,._ -. or, _. 1 _ n r } - - - 1 - __ -'-I �___I-_' I __4- -i- 1 1 ' r +N I N T T �I m ,7 i n ._._-��— a m j , i_. +. : ! t- N y C 1 �- L. , _-. . I j.-- r.._ . 'o'� 0.257, .. �L '� _ u INI - — ' EXISTING GROUND BEXOW -,- --#- 7 i_ � _- - _ _ � . • �_� ��_ . __1 � -h_� �._ _�- . _ h ....: .._ _ �_,--�-.. 1 _ 7 ! - -EDGE E OF PAVEMENT r is h_ PROPOS S C - I- G r + t i _ - 1 } - +-{ PR P EDF AT L t i 1 1 - I 1 I I_ __ __. oo « +- _ � � T .;. --_- _ -` L : - �f I - , --�- ' - ; T oo - of r r..� o � o+ � -- + � � i r r ( � .. + W --1_. } '-'-.j � I - » I_L_. olio , , . . ol- _ _ _ +- + I S'. t" mN LU + � + N r L_. m� w — 3w�J LU (n. ._ - M __ - -_ _ -M - - - - _ _ - _ - - - �_ - 0.25R__- - _ _ - ..._:..... ,..., - 0.258•... �- t� 1 L .. -_ 1 r -. wJ -. —,._��..._ _ _ _ _ _ _ _ __ _ _ _ __ _ —h - .�._�_.`.. - - - - - - - ---- �. _l lj,i 1 „r- t UEXISTING GROUND AT CL I I z _ f } 7- V) "I L - R E I i } j ) r� w w — t Q. - r- r r - + - + - -CURBANDFATTER L IL - - -- +-"--} {---�.__b. _ . _ -' J��-__ - - —� -i--• _ -- 'I- _ _ 1 1 , -«� `-_L_ . « _I _ -I _ � I -: ,.. ' L. I r_-_ .. I- , _. ' - t oo r_ - _ - I ! 1 �. L._i.__�'+1__. 4- + .I- I I. I-� - 1 t i`�I _ .i o . _ o -t _ {_.. _ --F i � -. . . 1 U _ _ o -F O I I + I : : � I r i w 7 v ' I I I . ..� 316$ A + a-� r pp 4- .-'-._I- t ,_ I _ _ -,- {-- _� �...i_.._• _ T j r - I t _T. , ...� _�.. ._. _i_._. _ _ I : _ - -I- r OUND � � ,. .i. EXISTING GR BE W ' CURB & G �I . i ij r 1 - 36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00 - - - - - - - - - - - - - - - - - - - - - - - � ,c;}=1N 759- 4 0-010 CONSTRUCTION NOTES 862.48' T © WNSIRUCT 0.50' AC OVER 0.6r CusS It BASE. EXISTING RIGHT-OF-WAY / ® CONSTRUCT -TYPE D CURB- (6 INCA CURB FACE) PER COUNTY EXISTING DRAINAGE ASEMENT PER INST NO. 2012-0054373 EXIST EXISTING EASTING OF RIVERSIDE STD PIAN 204. PER INST N0. 2012-0054378 RECD FEB 7, 2012 'a o - POWER POLE RIGHT-OF-WAY CENTER LINE O ® CONSTRUCT ASPHALT CONCRETE DIKE (8 INCH CURB FACE) O RECD FEB 7, 2012 EXIST ,D PER COUNTY aF RIVERSIDE STD PLAN 21z O POWER POLE 4 PROPOSED EDGE - - — - - - - - - O + 1�I OF PAVEMENT °F ' + OS CONSTRUCT MEANDERING PCC SIDEWALK PER COUNTY OF o M O cy) at o 1 ch RIVERSIDE sm PUN 404. O Q 37+QQ 00'D3'OS"E 38i"00 2648 06' 39+00 'Y 40+00 41+00 O CONSTRUCT SPLIT RML PVC FENCING PER COUNTY OF RIVERSIDE w Q STD PLAN 405. z V1 w °i --_ ___ w OR CONSTRUCT 10 FOOT NIDE MULTIPURPOSE TRAIL PER COUNTY OF ED M Q w W N 2 U) w RIVERSIDE STD PUN 405. N \, 0 2 w EXISTING - �.. m -. .. . . - W S © PROTECT IN PucE. F 1 Z (n Z IRRIGATION LINE 2 vo „T 2 20 Z (� ® REMOVE AND DISPOSE OF EXISTING TREE. Q _ p W J - - -. _- - -. -- -- - -_ - . - - _ - - _. J W CONSTRUCT 2' WIVE MMMTEBLANCE WALK PER COUNTY OF RIVERSIDE Lu = _ - = w SM PLAN 11A ® Q 5 7 m Q g — z U /(// Z LaJ�� EASLT G 14' WIDE TRAIL EASEMENT 20' WIDE TRAIL EASEMENT z �_ ^��r RIGHT-OF-WAY PER PMB 232/89-95 O DO " 9 PER PM36315 F C M0232/89-96 _ I ';!�'V ;759-180-002 GRAPHIC SCALE V w o m wIm U = LINE TABLE LENGTH BEARING ( � ) L4 1634.10' NOOOTOO-E 3 L ern = 4o n w w LS 1834.10' NO003'OB'E ILL! U L6 1683.11' NODO3'OeE Z % � ¢ NOTE z f W MACHINE; STALL BE CUMPIETED PER O CROSS SECTIONS SHO M ON SHEET 2. W RT w O NOTE SEAL-ENGINEER BENCHMARK: TxwNsdln Rv-1a61 PM 36293-VW r1 LP NO � SHEET N0. > WORK CONTAINED "THIN THESE PLANS AND LAND PLANNERS 2 172- BRASS DISK IN CONCRETE AT COUNTY OF RIVERSIDE 14 O VB �' "°"""""""'Y'"""""'"�' SHALL NOT COMMENCE UNTIL AN Pg0TE54/ B EVELOPW=NT SURVEYORS THE S.W. OUAD OF HW W AND AVE Y Q DIAL ENCROACHMENT PERMIT AND/OR yDUS,P 61, STAMPED CALIFORNIA DEPT SCHEDULE „E„ / �, '✓, a^ 61, STAMPED 1966 A DEP L 0.3' v Two woRKINc TYLER STREET w O w BEFORE DAYS BEFORE GRADING PERMIT HAS BEEN ISSUED. a a•`f y1'i. ONBVLTANTB CIVIL ENGINEERS 9BELOW9375 cRouNo AND Y S.E. OF PPg - ---- = w U YOU DIG '�' NP. 44560 m a M20 BFOOKHOLLow OPINL GlJFTO 649 ELEVATION = 375.53 > _ You olc Dp. 61-�,4 a MAHTA AHA' CA moa STA 36 00 TO STA 43+QQ 14 26 O H THE PRIVATE OCREER SIGNINE THESE KA IS RESONSIBE M 9=Mi AD,JUS 6 DAMN + 500' 1972 + Z U TOLL FREE 1-800-227-2600 TnE ACORACY ANB AECEPTAe¢Iir IF THE BEHREN tEREM w >M EVOIT a *� C1V1` \< <7+�> as:-rroo <r7+> "7-7.7.07 FAx AD,wsTMENr. —OF- sHTS a Q DISCREPAVCTES ARERNE WIER THIRTY MPR6VM IN DURING [D61R6C1YN. BN: S PREPARED B R.C.E. N0. 44560 FOR: W.O. COUNTY /N O_ A PUBLIC SERVICE BY PRIVATE EIGNEER SHALL BE REff6NSiRE FOR BETERNN@6 AN ACEEPTABL[ MARK BY DATE APPR. DATE ". MlT SCALE: L..// 4 a UNDERGROUND SERVICE ALERT SOLUTION AM REVIM THE RNs FOR MFRRIVM W THE OUR", REVISIONS FILE NO. O_ ENGINEER COUNTY DATE 4� H: i'><40' V; 1'=d V= A 111i SCALE - Y r _ +- - -= -1 y - - - - - H0iaz -40 - _ r_ Vs3i r-s - - - - - T- T , t I Y 1 %. - _ - - cjt I I L y I I 1 Ism WESTERLY _. _ - - _. F3AVEMENT - mQw r - w 3�0 o .ol is + na, $ � n --j _ nN wi a: o . ,I + I_. r _ . .__J. _ I --.r_� r 1_.-1 1 -. r -r a _ ...��. ...+_ ,-�-� + }._._{ _ _ �_l._ -}--}-r_�. }....- -- L r +.._ + t . i ,- III n a . 1 }_ r 1-�.-L..--�- R CIL STORM DRAW {. i OVE 025% EXIST. GROUND + 1 �_ L { iii i. -i _l.. . 1 _ �. �_� I _�_ L r ' r _ 1..._1 r1:!. ( EXISTING GROUND AT p _ . _ PROPOSED FS AT CIL '. _ r -- �- GE OFPAVEMENT _ I ED I- , 360 LT r 1--- V o'. o R L_ I,.-- - I '_ _..' -1 , .._ --t1 ' . _ k L .« + r- -L- 1 r __- -_ 60 1 L_. + n , y n of- -r -i- + ICC : r -Zw oy jART M n: a < ;+ ., . y o LL 1.- '� t'- o l`' _ - _ _ - _ S=0.1051 1 I n 1 t n - �- + n 1 r a m m N '- r - - T- '_ r '+- 1 T 6x4' 3"ARCH CULVERT a n. . . �y . _.__ _I rµ a, _ . _..:. + . v n -- - L} r -h 1 kf r 7 f__ r _ e. t.. . ._ -i- L __ 355,81 SEE SNE 23 ._ t.. 7-1 1 + - -0 259. . n v a t L .. - --'�- 1- +-;- 9 i3 _ _ - _ _ - -_ - - - _ - - - -- -- - _-_ -f-1� I a -- - - - _ K-I- - i. T t - �_ �_ _ -, _ . r_:_ '_� -4 r r ?.._ ` -t -r r 1- -.r _._G...-_! T �. .. _...-✓• 1 .1_ J T I t= EXISTING GROUND AT CL fl v + ♦ . �_ . a. r J_....�.. r .. . W y_ + .. _ ... . �rR 1 _ Z Nie = w i 1. to _k o hw oMw 35 � Z - w _._ 0 II _ ,. - o v _ _ _I,.._ ...._i_ a Y - L_ - _I.. 1 m i oL _.L i - * 1 ' W J o r Y ` ' V , o m _'L. r r - t' - {_ - - z n -"I'- 7 .�..... CONST. 1294 6 1 1 T + r __ _ - p 24 -- - j_� W.i. nt0 Imo_-_ 'i- L_�__ - _a. _........ + + n, .' 0 O -{- I- a f _ _ -�-. t__. _ 1 a n 1 i. oc2 nper . ,. E... . 1._... L__._ i _ r i.- �. f -j-- : MAE STORY DRAW �_. `--- --.._ ,� ..._�_..... +w too .-t.... + .r r_.. _ t t M } :.. r �... r A r t t n _ T mm ' __'T -j 1 � -t. -a __{.._ J L�m 1 a_ __... -- i J- r _ _ __ - - - - 48+14.17 LP '" T + 363,44_ TG 363.44 TO r :Tr: All 14 PROPOSED EARLY 1 j.. - _ _. i_'! _ _ r -... -' - i 1 } _ EXISTIiNG GROUND AT _ 1 _ _ a , r CURB AND GUTTER _ HP CUR$-& GUTTER + - I a ry _ . r� - - - - - - ` - - I _ y r i.. I_....__. •- i- -__.1_ � . , T S -+ :. I i i -� _V-_-f--1- -1 -t f I _1_�-•--.•-_� 't '-I_.1,_. _ __-L-..-. _ {_-t"_ _ _ f t _ _ __ __ __�-' � � _ __i -_ _J-__•_ y _ _ __ t _ _ I_.-«._- __ � _ Ii- + T .. � ,'; F. e-.. _ ..... _... -r_. __ .. -• •: 1 � J { _ 1 I I f , - - - - - - - - -._ , _ _�_.. r. -_ - I __ - J t r F +. - f-_.. + v - - - - - -- ., _ -.,__+_ � }_. - r_ - - - �I -I- y._.... _ I . - r _ ~ _ t f 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00 CONSTRUCTION NOTES 61 ST AVENUE " CONSTRUCT 0.W AC OVER 0.57 C W N BABE. I 1 ® DONSTRUCT CORE AND W1TER 'TYPE A-8' PER COUNTY OF RIVERSIDE BED PLAN 201. CONSTRUCT -TYPE D CURB" (8 NNW CURB FACE) PER COI TY 1 OF RIVERSIDE sro RAN 204. t ,--' 1 EXISTING DRAINAGE EASEMENT ® CONSTRUCT ASPHALT CONCRETE LIKE (8 INCH WREN FACE) p } ,a _. R BCR-JOIN I PER INST NO. 2012-0054376 PER 5 CONSIRIICTYOF RIVERSIDE STID PENN 212. MEANDERING AM SIDEIVALK PER CWNIY OF O t �°" ' 5.9 %rca_.{5'�` 363.43 FS 1 RECD FEB 7, 2012 O RIVERSIDE Sro PLAIN 404. .� EXISTING I J446+ �� ? �"-, �'-®� + I I (h EXISTING OIN I \ EXISTING OSI CONSTRUCT CATCH BASIN (W 7-) PER COUNTY OF RIVERSIDE CONTY RIGHT-OF-WAY IRRIGATION UNE - 1 pRppp$�p �I RIGHT-OF-WAY � � � EXIST 4 I-' GULyERT. SE EET 25 10 INSTALL 24' HOPE STORM DRAIN Pi Q POWER POLE 1 Z Mz LUE = W �' 63.92 FS OF PAVEMENTGE II II TOBE MAINTAINED BY 'I' 1O5 CONSTRUCT PAVEMENT TRANSITION PER DETAIL ON MEET 2. W o 46+07.53-ECR - 1THERMAL OPERATING C(1�IAyNY _ _ _J N00'03'08'E 2648.06' _LADz - - COOROMAIE WITH UTIDtt COAPANY TO RELOCATE UTIlltt POE 96.35 BCR I 48+14.71 O , O - _-- . . 363 72 FS JOIN EXIST. PAVEMENT. CONSTRUCT SUTTER DEPRESSION PER CORITY OF RIVERSIDE SM LAD W s 00 L? 48, 49+00 NOO-03'45"E 50+00 51+00 52+00 PLAN 311. Z - _.. �- - - - - EXI�nN� + - I - ® REMOVE AND DIBPOg OF EMTNG TREE 4 U CENTERLINE ST. STA. 48+17.67 ESTING Q CL CATCH BASIN 8 EDGE OF PAVEMENT CENTER LINE - _ _ - - - ® CONSTRUCT 2' WIDE MAINTENANCE WALL( PER COUNTY OF RIVERSIDE Z W m EXISTING 9 W J.0', H-40 -- - Q Q -___ 2D... . 4TERCE -= ---- .,_ _ == ..v._ _..m -= _ _ c = _ - -- - _- _ _ o N _. . 4+00 - 4 +00� INTERCEPT 47+'.- -m to+12.86 36 E b VE cel ENT o ` I _._.. sro PUN n3. NE) PIPE Ir D . n RR G'ATIDN LINE NF E OG N� s NI L _ _ 1 I - _ BEGIN. PIPE } 1 • - - O O _ Z - �� -� - T _ I ", OLAD Z m 5 ro �N z I EXISTING a + xn Q Q -•-_- T _ - <w o o it RIGHT-OF-WAY sc9.. own EXISTING 14' 'MBE TRAIL EASEMENT 20' WIDE TRAIL EASEMENT `3� $ a iO I _ W w ; PER PM36315 �� z"� ¢ o UE w ? M8232 9-96 o. v Ev P- a RIGHT-OF-WAY PER O.R. 232/89-96 r i z + o a jx o ut OL PER PM36315 "z - `` APN759- 180-002; 59-rTr�Ci'_C00 z �irn c c�F' r 759-190.-006. '^n MB232/89-96 <H � < z � w 1vD a i wwM GRAPHIC SCALE dNO o j �� $ I it 0 3 p o m p .o ,w w w ow Z Z LINE TABLE w < �Syi I Q ( 1R PRaT j LENGTH BEARING w 1 Inch = 40 tt L4 1634.10' NOOV3'DB"E CURVE TABLE NOTE L5 1 34.10' NOO-03.08"E LENGTH DELTA RADIUS 04 L6 168 .11' NOOV3'08"E C7 54.56' 89'4111 35.00' GRADING !HAUL BE COMPLETED PER = Z CROSS SECTIONS SHOWN ON SHEET 2. O O A L10 179.76' NOOV3'45"E CB 39.43' 90'21'30" 25.00• W O SEAL-ENGINEER BENCHMARK: ULLTlXS BY IM RV-TUBE � 36293-1/PP 24690 �" NO" 1 16 kj5FZ EET NO. o WORK CONTAINED WITHIN THESE PLANS AND LAND PLANNERS 2 172- 8Ra8S DISK IN CONCRETE AT O VI " "v"x"A°" SHALL NOT COMMENCE UNTIL AN I? ESSI I ELOPMENT SURVEYORS THE S-W. WAD OF HWY BE AND AVE COUNTY OF RIVERSIDE� ENCROACHMENT PERMIT AND/ORA YtNN'J' � B1, STAMPED D ANDRNIA DEPT SCHEDULE +,EDIAL TWO WORKING Wim• �. 91 f IRANSPORTATON 1988 R-14.8 L. D-3' L.1 W GRADING PERMIT HAS BEEN ISSUED. sc+ ON6ULTANTB CIVIL ENGwEErzs BELOW GROUND ANO 3' S.E. OF PP/ TYLER STREET > w BEFORE DAYS BEFORE " 95075801320 BPOOKFYOILOW OPYVI, iUT6 93> you Dic You otc "° " ' m gPAMrPA PAMPA, OA p2t`O6 ELEVATON - 375.53STA 43 00 TO STA 52 00 6O F TIE PRIVATE CIGIMER SIENI!& TNESE PIANS 6 R-SPQISIRF FpR ASSIRUL ' DIP' 3 I-X11{ USCUST DAVM + 500' 19J2 +Z D= O TOIL FREE 1-800-227-2600 TINE ACCIRAER AND ACCEPTABILITY N TIE DESIGN EEOE N TINE EVENT E � pTa> asa>•->•>'oo (n+> aa7'-7'so>• 1=wx ADJUSIMI]HT. SHTS D_ Q DISCRFPNCIES ARR IK WIER TRULY APPROVAL IR 10i msTRICTmN, THE -T g a A PUBLIC SERVICE BY PRIVATE PREFER SHALL BE REVERSIBLE FGR DETERMINING N ACCEPTABLE MARK BY DATE REVISIONS APPR. DATE TCG.,. GLI PREPARED BY: ✓ R.C.E. NO. 4456 SCALE: FORT COUNTY Cw OL. Q a UNDERGROUND SERVICE ALERT SOLUTIW AND REwBIH6 IHE PLANS FDR NPROVN BY THE CDWR. ENGINEER COUNTY DATE S (07('L H: 1"='10 V. 1"=4' COLE NO. Q AIN PROFILE SCALE t + } HORIZ T�40' f _- _ , r I t i - - _. - - , -- + ;--1—�{-- -K �- VERT. Tall 4 t -I'.,- `-_ a J _1__ . a _ , T-- , I i 4 PROPOSED { r I I TER t i h .t i L 96 , I l CURSWESTERLY '._ T a_�._ i T i_..., � i _ti . L �L. .._ . .___. ____. �Sa•- . sem- _._. -. TOP o _. 1 iL Iii - oU �r OF o - r N a TIM N a " - i i - I i . . r i - N :ri 1 N..I a n n _ +�L.{ li 4 N : µ .. _ . _ _ 3 35 LT — 345 LT r EXISTING GROUND AT — CURB & GUTTER m - — — , — { T oo a b . L m wr ' _ - _I✓ e - : }.-._,- { + ?- + r_ . _._J N n + N o p n -+� J_.._... n r a v sm v N n- O Tri—' f �- 10 3 i_ - , 0 0.25X .I Nn m _ r _ _ N 1. , �-I r PROPOSED TC AT MEDIAN LU Y EXISTING G @AT CL Z y_ , _ Lu L 4- _-+ t L=54:01' - - _, j({ _.. -- - - In ..-{.. .r_ mo. o,n _ o � oLL _ _..�.-i _ � __r 1 r si H `l ._.i ! _T�-� .�+_.r: _ �- 1 O W + + N 1 i I i 1 O: ,p q a N NNMf..._ ` M yp T 3-.1 . ._ .. .. 4-J_,. -Y. 7. 4_..._r_.� ♦.-�._L._, 1----�_ , i. a 1 _ _i. , , b...._ M' r ,� 6M N 4) - - _I + _J ._+ j. a--.._}-_�..... _ LL 2-3197 F. +-�--; i _ _ r 'r II-{ -�--� T - I -'_.- . �...:.. e ...L_ _ ;_.—L..�_-.�.. r.._ _.. I _._�_'.� _ _. . . t.. e -.._ _....._ _ .A. . . _. ♦ f -- ' --`--- - r . r PROPOSED EASTERLY GROUND AT _ - AVEMENT I F � EDGE O PAVEMENT 1 L - -- - _ ! I— ta } + T 4 f :- -- 1 I t 1 A r f 1 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 62ND AVENUE Lt SEE SHEET 9 CONSTRUCTION NOTES ! k "36315 1B CONSTRUCT 0.50' AC OYER 0.0.3' GA55 11 BASE. + (I ) I RIGHT OF—WAY ® CGJSIRUCT WRB AND Wl-IFR •TYPE A-8' PER COUNTY OF CID RIVERSIDE STD PLAN M. /\( ® CONSTRUCT "TYPE D CIRiB' IS INCH WRB FACE) PER COUNTY _ OF RIVERSIDE STD PLAN 204 CONSTRUCT MEANDERING PCC SIDEWALK PER COUNTY OF _ /� 2 _ - -- .----.--_' _ Y RIVERSIDE SM PLAN 404. ` 18 ADJUST MANHOLE WYER TO GRADE EXISTING -- 20+95.58-BCR --- - 4 2 + ® INSTALL STREET NAME SIGN PER THERMAL DESIGN GUIDELINES RIGHT-OF _ :.. 3� _ _--_ Efl AND COUNTY OF RIVERSIDE STD PLAN 616. SURVEY PROPOSED EDGE 22+95.58 CENTER LINE CN Z E/I + 19+� 2 OF PAVEMENT AP `- Q - - --- �� EXIST AVE 62 < 1 23+94.69 L _ U) LU - 0 QPOLK STREET + -- 297,96' 21+D0 VAIN LINE N 22+00 22+95.58 28+00 LdC PRC8528 EC+75.88 o. LW C7 1 Z CENTER LINE �- 62+20.74 ND AVEN00 19+97.62 POLK UE _ NO'00'07"E _ - - AP} 'kT-_.__- _ _ NO5'43'20"E 4� _426_.23G 25+ 5 �M Z (n N ~ -1 _ _ - !!' EXISTING t _ -- = IWI.I O EXISTING -- -- -- -. i6 20+99.58 BC °' n LI CENTER LINE POLK STREET P+ Ill --- J - D } Imo _ 6 � � a RIGHT-OF-WAY NO'00'07 E - - - - - DODO F _. - Q o C EXISTING n EXISTING PROPOSED EP� EDGE OF 25+75.88 Z N WATER LINE _ SEWER LINE PAVEMENT AP U L2 50.02' RT. � - -. 20+9 .123-ECR EXISTING N a )T- - 345'12 FS RIGHT-OF-WAY -- UNE TABLE 0 m II 62+97.78-BCR O LENGTH BEARING 11 345.80 FS Li N00'00'07'E c7 < L2 196,00' NOO'Ol = GRAPHIC SCALE II 6 +14.50-JOIN L3 196.00' N 'OOb7•E F If 1 (345.52) FS L4 200.00' N 7• $ u R m w w Iro II CURVE TABLE L5 98.11' '4 ' W W 62ND AVENUE Q LENGTH DELTA RADIUS L6 98. 1' N05'43'20•E a Bsr SEE SHEET 9 c1 54.01' 88.25'1 L7 343,01' N0736'06•E L mL = 40 n C2 54. '58'35• 35.00' LS 2' N04'46'14'E w C3 6. 1 b '00' 2.00' LSI 24.47' N05'43'20•E NOTE O C4 91.25' 11'3705• 450.00' L10 121.26' NO6'40'S3•E C5 91.2 ' 11'3705• 450.00' L26 20.51' NBall 05•E GRADING SHALL W COMPLETED PER RT CROSS SECTIONS SHORN ql SHEET 2. LO U WCIA.! NOTE SEAL-ENGINEER BENCHMARK: 6ILWN6 eLI M0. Rv-146L 36293-VW 2¢8LP NO � SHEET N0. > WORK CONTAINED WITHIN THESE PLANS r•ND LAND PLANNERS 2 172' BRASS DISK IN cawcRETE AT O COUNTY OF RIVERSIDE / / � SHALL NOT COMMENCE UNTIL AN Q�LTFESSID, =VELOPMIDNT SURVEYORS THE S.W. WAD OF HWY 86 AND AYE 6 w ENCROACHMENT PERMIT AND/ORA -- o S 61. STAMPED D AND DEPT SCHEDULE „E„ V DIAL TWO WORKING Y. A R" TRANSPORTATION 1986 R-14.8 L. 0.3' POLK STREET UGRADING PERMIT HAS BEEN ISSUED. W J ODf6ULTA11iTB CIVIL ENGINEERS BELOW GROUND AND 3' SE of PP> . BEFORE DAYS BEFORE "' w 95075W > YOU DIG You DIG " _ �' 445W s n b2� 8 SI ANA nw all 93 ELEVARON T M + 5 STA 17 00 TO STA 26 00 16 26 O H THE FA01 EI,6 A SIBIDYv TN]E BN6 B &ESPDINBIE FR PEVDIT I "a Fp. 3-31-Rfll4 a USC&GS DATUM t 500' 1972 + 'I' (Tt4) 66T-TTOO (T'14) 66T-TTOT FAX _DF_ SITS Z U TOLL FREE 1 -800-227-2600 TND FEGIRPCr ANO P{LFPI.IBRRY IT TN: BI IEItIl IN THE EVENT 0 Vj CIV1� �p ADJUSTMENT. d Q RNATE MI AR W IF WURr FIR Dt MM IL RDVX UCiN4 iK / 2 A PUBLIC SERVICE BY wNPTE FAN RER TNG B aRM FM It FIR pETEBWRN6 MI N:CEPiPD.E MARK BY DATE APPR. DATE 1F a- 1F PREPARED BY'. R.C.E. N0. 44560 FOR: W.O. COUNTY :OL.1 ¢ a UNDERGROUND SERVICE ALERT mLumN Pxo xEVL1Ix� TM RNB Fm oPPBIVK ev TLE c6xre REVISIONS DATE q (o /7' ' _ SCALE: i'=40, 1•=4, FILE No. 7= ENGINEER COUNTY H: V: PROFILE SCALE HORIZ' T=40• , . __VERT: T.4 I _{_ _� _ _. _ - t. . i_..... ... --1__L.._.T.. —I. . r l f . .. . , ti— _ _ I . ,-._ . r- } -•--7 r .--a -. . 1.- f_. . _ :_-. --1 ,_ _ . - -- - r - 1 1 I ' : f t + _ , -'-. I ,- {_ - r t -i - ._..t _ + r _ . _ . -._. 1 i. i }._ �_�..._7_ �{ - - 7 r7 - r + f WESTERLY - rt - - - �r _ PROPOSED WE + - __ _ ._.- . - } _ ` _ I TOP OF CURB - r I OH A__ I OH mpl W , !O O} ~ _,-.... i ( _ + ..gym l L_ ~ I— OBC — _ I— DH .. + + I. . o m + � .. M 1 350 LT � � ^ � + _ , _ M � � . _ M n t . .. ..... - - _ T' t r7 �+ M (O y m _.. r • _ _ r f . . � _� _ _ __ _ -ti- - � " EXISTING GROUND AT - - - o - , *'I _ p GUTTER ! I fi1 o + o+PROPOSED TC AT MEDIAN IAN - . 00M I _,.. _. ++ - 7 W( m (n� - - I z m (n " 01 _ - _ _ _ z (n L r j-i--f" W W 50 Cuj - - - - l I- -I—I- Y T LIJ ..... - - - - « TM OR E�C6 —UND AT CL - - a - - - - _ i . 4 , ! I _ I , r :. , I � I . I _ u } { _-i #- am I I _.. r- y_ .• 1 r- - - _._. ! :. , _ . . _ . o - - -.1_ . + m¢ n n ^ , r_.n [ OUI Eli i : Of/1 O4 . ._ . + r r . . + ^ I IL _ " i- row _. O116 - r--•- - ` 350 RT -- o � oD -- - + g ,_ p4 { I + ma oLL + + _ -T n ^ OCI w .'.. _i n mm I _ _ e _ �._ , -. . _.. _ r _ b a I c In _ - EXISTING GROUND AT -i t _ - - EDGE OF PAVEMENT - _ J t r - L - %- PROPOSED EASTERLY dd r PAVEMENT r_ - _ OF _. _ _. 1.- a T �B�N� Y �i147 1 �$ 1_ • • •. J - } i 1 I t >— .,.. I tf � I f - f - _ _ 4,3 I t 1 1 a I I I I I I 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 CONSTRUCTION NOTES iB CONSTRUCT 0.W AC DYER CAN CLASS R BASE. ® CONSTRUCT CURB AND GUTTER 'TYPE A-B PER COUNTY OF PoYERSIDE STD PLAN 201. ® CONSTRUCT "TYPE 0 CURB (B INCH CURB FACE) PER COUNTY OF RVERSDE SID PLAN 204. ® CONSTRUCT ASPHALT CORC TE DIKE (8 INCH CURB FACE) PER COUNTY OF RIVERSIDE STD PLAN 212. O 28+32.83- EXISTING O 5O CONSTRUCT MEANDERING PCC S10EWALK PER COUNTY OF O 26+71.75-BC O RIVERSIDE Sro FLAN 404. RIGHT-OF-WAY p � PER 2/89- 5 O 'NST MANHOLE COVER ro RxNAOE. z (D N - -- - - - M8232/89-96 p a -- - -- - - _ _.. _ __ - Q ---- _ < -- U) LLJL) ULI W h o T. W Uj 26+97.12 BC `�Sj 28+57.DO-Ec - -. ., I _. W 2 Z (n Z 27+21.81-BC 28+6121-EC M o W - - — Nos432o --- ----- -_.___ _ . .. — .. POLK. - S-TREET _-.. ._. -- - --- - 1e 1 - _— - -- --------- Z w fA LIJ T. 426 23 _ -I - A AD - wDO (n U L9 + - - { __ 1 ND'ODo� E 1»3 s1 p - U U z F - - - ` p 1 28+62.49-EC PROPOSED EP EXISTING EXISTING EXISTING LI 1 _ _ _ CENTER LINE SEWER LINE WATER LINE w - -`- �- - - - - - 35+68.17-AP Z 28+87.91-AP 26+87.91-AP EXISTING - O O m AP END MEDIAN CURB RIGHT-OF-WAY BEG TRANS Q r V BEG AC BERM , V) LINE TABLE �• Q �Y� LENGTH BEARING Li 00.16' N00'00'07"E r GRAPffiC SCALE L7 N07' 3 m u m ,o 124.47' N05443'20"E 121.26' N06'40'53"E Lwj V 0 -. ._.. . CURVE TABLE L11 1548.38' NOO'OO WE z z LENGTH DELTA RADIUS L12 665.67' NOOw0I ( w FEET ) Cfi 140.67' 05'43'13" 1409.00' L13 1345.68' NOO'00'07"E w o L IAAF - n CST 163.21' 6'40'45" 1400.00' L14 1392.14' NOO'00'07"E NOTE CS 181.16' T35'S4" 1366.00' L15 585.07' NGO'S2'46"E YxtAORNG �� BE � PFR 2 z L25 3$•94' N0736'0 "E CROs SECRONS SHOWN ON SHEET 2. N o W O NOTE- ----- SEAL-ENGINEER BENCHMARK: DRUIUMSBM MIRY-14AL PM 3M3-VPP 24M LP. NO �� SHEET NO. > h AND LAND PLANNERS WORK CONTAINED WITHIN THESE PLANS 2 1/2" BRASS DISH IN coecRErE AT O N �'"" "A""A"M"�"V'""6°'v°' SHALL NOT COMMENCE UNTIL AN QpDFESSipI,- IMIENLOPWRNT SURVEYORS THE S.W. QUAD OF HWY 86 AND AVE COUNTY DU RIVERSIDE -I Y Q ENCROACHMENT PERMIT AND/ORA - 10 S8 Y e1. NSFRRTo ON 19M R 14A SCHEDULE nE>l DIAL TWO WORKING _. y,`A" FI 61. STAMPED FOR A DIRT L. 0.3' w p N GRADING PERMIT HAS BEEN ISSUED. y �' $ �'- ONSULTANTS CIVIL ENGINEERS BELOW GROUND AND 3' S.E. OF PPp POLK STREET _ w w BEFORE oars BEFORE 9507580 U > U YOU DIG YOU DIG `�' No. 44560 m m Tszo elaoolo-lo��Ow Lafi1VE, aUrrE 90 ELEVATION - 375.53 �" ' '"'°'* A s""T" "" "^ `2"" STA 26 00 TO STA 36+00 —DF_ SHTS O F-- ilE PRIVATE ENGINEER DPNR6INSE PIANS IS KSPO6IBE FOR ASSIRBfi ---- * * yA-rTa) se7'-IT'Oo <TEA eeNON11i os Fwx USC&GS DATUM + 500' 1972 + 17 26 z CE V TOLL FREE T-800-227-2600 TIE xcLRncY ARM KUTTMILITY O THE SESlra IERSH Bl THF EVEN ff .. . U} crviN 3 ADJUSNENT. C_ Q BISLRPNICES N:61N6 4 a DUTY N4IROVN. O UK OTISIRIKTIO, THE 1T O_ K A PUBLIC SERVICE BY PRIVATE e4HEER SHALL X RESPOIDBC FOR BETERNINN AN ACRPTA&E MARK BY DATE APPR. DATE Fa 1t PREPARED BVo R.C.E. N0. 44560 FOR: W.O. COUNTY g ¢ a UNDERGROUND SERVICE ALERT MUCHANOREnsBS THE RMS RR NT'PJIYAL BY THE COUNTY. REVISIONS O'L DATE 4 fa(� 1y SCALE: 1"-40, 1"=4, FILE NO CIL. ENGINEER COUNTY H: V. PROFILE SCALE _ -. : i_ r I I ��. ', � I '., I. �` '-__ _ � _ -.. x r I r_ r e I_.. i HCR¢ -aa r _ ._.. - } — i T 1 r L.. : 1 I I mr=4 1- F T r I - ._-L--I- VERT: 1 -__ �___��_. . .....�.. . r P L.. I _..L.�-__ �' _ _ : i �} t r a T " I i �, i r i h r ; __ t.__�.. I _ __ I - - "I f - - - ! - V : { ! _ _. 11 _ } ........:.._ :........-L_ _.........�... .:.._ . _i_.. :... ...i_ I i I I ' I ! '. , ± 'r........ t : •._. i rt .'.,,... _ J... . ✓- , i.......r I I r r -.-y-'�- - ___ - � I I :. r _ I I _ - • - tT t r , �..._..t._._ { T-..... D 6.-. ....I - - 7 - - - -_.�_ -"'r"" __ - C ° 1 PROPOSED WESTERLY Md i TOP OF CURB ._s__- ._ - - - __.-_ i_._`-F-.. _._ .�. '-__t__, Jam.-.._t '�•._. _-b._ , {-_„__. • ':^ _. _ -�_ _ -. _..-... -.-. r_ �( -_. �. H - O o - -- i- �..�I. �_ t _ _-Y_'+- 4--t .�—, i -d--- - _ ) 1 • I L i___ Y I _i_ '.,., ”. OUH OF MF CVP" (DF- , I: -_ , .. i. o V ai wn R. .. of waE1 + vo I�-)- -�- T - ao - r - o r I_.__ T k —�_ _-`.__• ` -' ` � .__-r_ .�`� -_-+ _oo r , o r- ! 1' '_ a ¢r' _ - + OU I - + 1 4 - + a i �CY n + 4N + � - ! 1__", `. +.o rt - _ c aM M v_. v �' - - _�-_ ___ • _ -_�_}_ 1 1--- "rt �-. a �+ :- . "t I I! FBI _ _ _ - -Y < 4 + r f + t f t _.I , _. !.. +_ r ,�- L _i-jam LJ" _!__( [._._ F J- _ - - - - - - _ EXISTING GROUNDBELOW IF F a 1 - - - - _i_ . ( CURB & UTTER ;._ _ LILL o r f j PROPOSED TC AT MEDIAN w � Y o N � o + �- .-Y.._� _ . . -... ; :, . x ,_._ . or o M r - om e + ~ a m + - - tp oo ou • + . M .-. 1-_ oo `` or + +m , Nry a ,n wM ar :n p3 {I - _•-� :+pm - rt + _' +. .-_- mm on ar .- _ } _ -+_- j i_.. e _ + M V �. ......r 1 M ': a a + n w - . -. 0.25%. Q v.. . !- Q. N ! r_. , + _ n m r._., r L L M a i._._, I n o N :. ! �. w I"' �....._ Lij W �. n ._.-. n M -- M 0.259. - - � v-- _ _ _ - -_ . -*_ � _ _ Cn W - Y -- i-T �'--;- 350 CL — W - W = r t Z — - - 4 - ' f } W y- '.. -- T _{ .. ! _ N _. J W ,'- ;- ti I--F ---�—v-- •- f {: Z .- _ -1- Lu -EXISTING GROUND AT CL _ , , �_-.__-. a z - - _ Y i-+ - 'a- t-r' I:. i-. 3 I : : :- ! T 1 : , ; I , O UI .Z �.. I I ; - _ r _'_._. _.:_�_� . _ -_ -_ _' _�._.._ _ '__�. _..�_. _ __ -- _.t_ . yam. _ a o ,n rt , r r ' -4 r -T- -o -.-N + - , o� - na r ; -_ + yy -- - t �. �.L. .r. i- ._L..-..I_ + -I- - L - - - L . :. ! t : .+ f i o �, -+ � + � � '—I-- -+_- +._'—�_-_ _, + -.:__A ,-._ a. ! - ____ _ _ _ - _ -r- x- f. + . r--'- _ y.__r r- r 1 M F 1 ... ate. . FIT Yl, o $ I T F. � +- _ . _ M _ M _ ._.i _ _ i )..__-I- i A P S T LY EXISTING GROUND BELOW T ! - - r EDGE OF PAVEMENT i j — ; - 1 I I ? a--... '�'_ ' _ _ - 1 L . .. 1- 4- -__�.._�_ __.1 _ .-...... -._ +I� 4 1 i : : r C : T-- j 1 , 7 )--.. 7 T I i L I I I I ir I I I I ; I : : r T 1 I ti-- r - - �___, T 36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00 44+00 CONSTRUCTION NOTES 18 CONSTRUCT 0.50' AC OBER 0.83' CLASS N BASE. ® CONSTRUCT CURB AND GLITTER "TYPE A-8" PER COUNTY OF ¢ to 3 RIVERSIDE SM PIAN 201. W 0a10 M M ® CONSTRUCT •TYPE D CURB• (8 INCH OURS FACE) PER COUNTY EXISTING w w Olw n OF RIVERSIDE STD PLAN 204. PE R P136 63 6 Y + rO+f M ® CONSTRUCT ASPHALT CONCRETE CODE (8 INCH CURB FACE) a a PER COUNTY RIVERSIDE SID PLAN 212 0 _ i M8232/89-96 a w __ tl 1L _ 1 O5 CONSTRUCT MEANDERING PCC SIDEWALK PER COUNTY OF + --_._- - i J + RIVERSIDE STD PLAN 104. - -_ - - -.- - - -- -- - _. - - V - Zm -.. - 5 I - - --- - C7 + I 5 18 ADJUST MAJI COYER TO GRACE Z to _. _ . - i { Y6 42+44.30 I BC+65.80 ^. ._ _. � I" N W cn 6 POLK STREET MI _ED ! _ ,;� w F z z N0000 E 77381 43{00 11111111 Z_ tn N Dc F (n U PROPOSED EP TV j LE MI w .. -. - r. : ._:..N :. ) ) 0 N DO Z ~ EASTI - - - - - - - - - PROPOSED EP EDGE OF ~ m Q EXISTING EXISTING EXISTING WATER LINE 41+53.17-AP PAVEMENT Q z U CENTER UNE RIGHT-OF-WAY SEWER LINE END TRANS z N DO h L) Fd �1",yapl`r LINE TABLE to ya LENGTH BEARING F Q Lit 1548.382 NOO'00'O7"E L13 1345.68' NOO'00'07"E = GRAPHIC SCALE BF- WRVS TABLE L14 1392.14! N00'00'07"E 3 w m LENGTH DELTA RADIUS L15 .OY N0052'46"E w w C9 55.76' 2'21'40" 1352.99' L16 95.02' NOO'00'07"E Z CJ - C70 9.42' 1800000 3.00' L77 356.14' N00'00'07"E Z .(,IN tSCf ) C11 54.98' 90'00'07 35.00' L18 224.34' NOO'00'O7"E z a L ince = 40 m w 0 C13 54.98' 89'59'53" 35.00' L79 22235' N00'00'07"E NOTE p C73 14.14' 180'00'00" 4.50' L20 275.81' NOOVO'07"E ER 0 v V O CROONS SHALL BE COMoym O S ET LLy 0 5 �� cRDss sEcnoNs sHowN ON SHEET z pn : -II I�"I w O NOTE: SEAL-ENGINEER BENCHMARK: MORROW In RB-u.0L PM lW .24690 L NO. 120M SHEET N0. Q ~ �mm non..n...�.n.n�ava WORK CONTAINED WITHIN THESE PLANS AND LAND PLANNERS 2 1/2" CRASS DISK IN CONCRETE AT /� N SHALL NOT COMMENCE UNTIL AN RoEssi EpgLOPMENT SURVEYORS THE S.W. QUAD O HIRE BB AND AVE COUNTY OF RIVERSIDE j`{/ =� Q ENCROACHMENT PERMIT AND/OR A o Y00Ss 61, STAMPED CALIFORNIA DEPT SCHEDULE "E" DIAL TWO WORKING �. '9` TRANSPORTACON 1986 R-14.8 L. 0.3' w 0 0 GRADING PERMIT HAS BEEN ISSUED. �}`' + ONSULTANTS CIVIL ENGINEERS BELOW GROUND AND 3' S.E. OF PPD FOLK STREET p,p w BEFORE DAYS BEFORE z 9507580 V G t5?_O f1ROOKMO A, I OF SVE. 9167! 93 U : 1 U YOU DIV YOU DIG v '9 T SANTA ANA. F A 99906 USC&GSELEVATIOND T M + 5 STA 36 O F THE PRIVATE SAND AC TARITHESE HE ORIONIS RESPONSIBLE I fN ASSURING &µ 3-31-8014 z prat ssv-9900 pu> Nse9-99o9 FAK USC&GS DAVM + 500' 1972 +00 TO STA 44+50 80FG_SHTS Z NYU TOLL FREE I-800-227-2600 TIE ADDROMY NM pCtEPT0 C B BE UEREN IN THC EVENT B *UT �* AOJ151MENT. C_ a PRIVATE DIN pR! 9BE l BE @LINTY M FOR O WRDG tONFOXFT10U, TIE �Y g O_ A PUBLIC SERVICE BY PDrvp1E 01MIE[R SNNL BE M]PDISIRL ITR uETtxnINRr, AK A2EMABLE MARK BY DATE REVISIONS APPR. DATE J"a p. CAUF°- PREPARED BY: i R.C.E. N0. SCALE: FOR: W.O. COUNTY a Q D_ UNDERGROUND SERVICE ALERT SUMO AND HVBDG RE FURS FOR �VPROyAL ar IN�. OUNR ENGINEER COUNTY DATE 4 a H; 1"=a0' V_ i'=4' FILE N0. 9s7'� PROFILE SCALE I f i_ _ _ ,..�_1 �_ =. L w= __._ -{_.ice---+__` x- -�_�__ -;_ 1. �- __+__ �s-_ x___i_.. . r -t_y.- T_ .._ 1-_�� .-._._ _ _ __ 1-4 - r.._.1.... 1 J. a_.-.. _!�. -. r _ "_._' _ T f _F.._ - _ } �- HOFuz. acr ; r r r r VERT: 11�4 ! ; , fi ; IT i i I I ; 'I , I I I , 4 3 :. ,- -_-a_ :- , _ -. . �_.+_ i�-r_ . .�{__.. } -7-. x I ! ' 1 I _ PROPOSED WESTERLY - f - - - - - - r _--t-- -4 - TOP - L r r-+ . + - _ '" 1 __'F_ -�- •- --_ E __.- J y _IL. i -_. OF CURB 'I r J - ' o � o¢ � .. .E I:-. OF : « -Lam _ �_.._x_ o + . ..:. i + .. ,rs� o o --{- r -__-'-__ , 1 �__.•- +_. _`_-___ ._ ..._ F__T'_ . • y +___i__ . a �._..,_ . _. _. . }_... a t __+ ..__x-._L ` T .+__-!_ _.. -- mom ;4, o t r -.a_. . t_ -_ f r • r _ - - - - L_t__ . . , - _.r....--.-w u - } �L ._J__ x F- - +. . . 0.25% ,n A 1--.. _ FJ I- __ l._ �_'r F_ j. 1..__ 1 i r y. r...- . I I 350 LT L EXISTING GROUND BELOW C I,.. I BEG _ x � I' � -I 1 35 .8 .r 7 t-.. - r - I - - CURB & GUTTER t PROPOSED TC AT MEDIAN __.. CD rw� } '� - ro is_... v m.... rt T u? N m < wT1 WCNI ( on n ( n CL/ + .s.__. . -__'.025% +ui w TING GROUND AT CL z .W -' - b fASTERLY - - r -wx U) U EDGE O PAVEMENT r i ' . I- �..,._.. D: a m --Vii'-i----I'-I-�.__ -}- -- _:__t _ 1_ _.•__�_,- _ E , ._'r�. -�---s-- - - -- r 4' .. _ . 4 ,.._i 1 oZ 1 0 �n ' NITw . _ + $p __! -f-+ t T- a o 1 T ,� , m i _,_ �- i.. .-F r T _. �_... o e Y w -_-t- 4 L -. LL ! - r.... . A-._ - T_._�� yy-t ,- -T -..i.___� T m 1 _ 1O _rt _'� _ a '� "' .: + _ _1 7-__�- . t - + v ...-.ter y - Y-;- r _ -_ -'� .�._ _ - j __ j - +-- - ' t * r t , , � ,, r i T �. - - T , , _ ! . . E _ _. -.. .t. -._L _ - '- - - �_ L �XIS7ENG GROUND BELOW- -. .- T .. _ . _ _ r _ . - . a ! I ! ! 1 1 1 J�.�.. '__�_ _.L.-. L..__ . _ ...-...... •.__.. ..... _ _�..-..-... _ !. .. .. _.1.. _ EDGE OF AV MENT - E - - E J� T - .� . r -i: _ t I +- t I y- + T C + -- -I- t % .i : r t_ 1 - 'T-- . h r r ..! t-..._..�... r _. L..._.. T .._..-..--r...- . t +. .. y ._... ..__._. ! + ^- _� - - I I t -r-� t , ' I I : , t �. ! , l _i_- _ - +. ._ _ - _A - - ate_ t- -r � E i . I �' I + t ! I T it I I "t - - - E I -i- , -?- I __'L L _ j T__ LL = t + I , . 7 _ I E 45+00 46+00 47+00 48+00 49+00 50+00 CONSTRUCTION NOTES 18 CONSTRUCT MSO AC OVER 0.83' CLASS It SASE ® CONSTRUCT CURB AND GUTTER 'TYPE A-8' PER COUNTY OF RIVERSIDE STD PIAN 201. 2' ® CONSTRUCT -TYPE D CURB- (B INCH CURB FACE) PER COUNTY OF RIVERSIDE STD PLAN 204. ® CONSTRUCT ASPHALT COICREIE DIKE IS RICH OURS FACE) (tut r � Z PER COUNTY OF RIVERSIDE STD PLAN 212 EXISTING n Ua CONSTRUCT MEANDERING PCC SIDEWALK PER COUNTY OF RIGHT-OF-WAY o ZZ RI1£RS�E SID PIAN 404. O PER PM36315 ( + z~ + EXIST AVE 61 a F 15 CONSTRUCT PAVEMENT TRANSITION PER DETAIL ON SHEEC 3. L(') MB232/89-96 ( r"ED im DRAIN LINE + + m Z CU � -�--_ 1 5 w iw 47+00 18 ADJUST MANNIXE CDVfR TD tltADE 350.76 FS EXISTING 49+00 51+00 0 C9 1 0 W ~ i6 _-- 45+83.65 m RIGHT-OF WAY 350BEG .94 351.15 FS SO+00 351.88 FS - _ w IS _ _ 351.42 F CO O = W I ( I ___ a� p.� _ PROPOSED EPS +35200) FS _____ Ill z a < - No 00 07 E 773.91 6 00 TN T+�(� No oral E + 2636A9* 4500 50}i)� M - 0 53+00 - CO } U) U i N N NI -LID49+00 T - - 51+95.00-JOIN t m Z F_ I _ET _ _ _351.29 FS _ PROPOSED EP - - - - - 352.17 FS m _ Z 45+09.30-AP - _ 47+00 +00 EIOSTING EXISTING 351.57 1+00 FS 351 89 FS 350.84 FS 351.08 FS WATER LINE O © _J BEG TRANS 1_ 46+80.94-ECR EXISTING SEWER LINE " 45+84.78-BCR W 0.80 FS WATER LINE t,, J 350.83 FS BCR JOIN EXISTING ECR JOIN z (350.89) FS RIGHT-OF-WAY - UNE TABLE a (350.90) FS IjJ : LENGTH BEARING L17 356.14' N0ON0OH07*E 2 Q L18 224.34' N00'0 GRAPHIC SCALE L19 222.35 N00'00' tt w a o m a ® U) CURVE TABLE L21 75.50 ' NOI O33E ELI LENGTH DELTA RADIUS L21 75.50' N01'i 3'33'W rws:n z Z �p C14 ,7 ' 3728' 0' L22 1 . Z ( � �, ) C75 89'39'57' 35.00' L23 0.62' N01'32'S1'E L,,I O 11mL = 40 R C16 i OV Q0 4.50' L24 514.13' NOD'56'58"W NOTE GRADING SHALL BE COMPLETED PER O O S-1 R �(\-I CROSS SECTONS SHONN ON SHEET 2 N U �I-- -\\ U�Y W O IIII�IIIII���N/1 NOO. SEAL-ENGINEER BEN CHMARK: CNIRNB BY MO CeV-1NAL 20LP. NO. 7200 SHEET NO. ~ e WORK CONTAINED WITHIN THESE PLANS AND LAND PLANNERS 2 172• BRASS DISK IN CONCRETE AT to SHALL NOT COMMENCE UNTIL AN p0YE5S/p, THE S.W. DIAD OF RNI 86 AND AVE COUNTY OF RIVERSIDE I) Y Q ENCROACHMENT PERMIT AND/ORA OR 'Y NO�.=.OPMENT SURVEYORS 81, STAMPED CALIFURNIA DEPr V DIAL TWO WORKING A. S�'4` P TRANSPONTATON 19M R-14.8 L. 0.3• SCHEDULE "E" W p N GRADING PERMIT HAS BEEN ISSUED. y a"� �ys�+ ONS"rEALNT8 CIVIL ENGINEERS BELOW GROUND AND S S"E. OF PP/ POCK STREET w BEFORE DAYS BEFORE {4560 m x w - _ sYo aF oo No��ow oFN ®U.TH 950 ATO STA 44+50 TO STA 52+00 19 26 (� 1 YOU DIG YOU DIC W m gANTq ANA, CA Y2TOts tESD ELEVATION - 3)5.53 O 1- THE PRIVATE ENJNTNt SIGNPL THESE PLANS IS RESPONSIBLE HER ASSRINE b ExP 3-JI-2014 USC&GS DATUM + SOD' 1972 -OF_ SHTS } * (Tb0) 66T-7900 (TIAL) 66T-TTOT FAX Z K U TALL FREE 1-BQQ-227-25QQ IXE ACPAK]Y ANO A6 WIDE ITU R THE EVAL HEREON IN THE EVENT M y? CTY1l �P ADJUSTMENT. CIL Q OISCCSPANCICS ARISBG W1EA LDKTY 0._PROVAL 6t BUIMHIMMi LINISTRIETIDI, THE 9 g a K A PUBLIC SERVICE BY WIVAII E I CR W t ff RE IS FIRE COR 1ETTRMTHE AH LPTABE MARK BY DATE APPR. DATE Fp AU PREPARED HY: R.C.E. N0. 44580 SCALE: FOR: W.O. COU TY 0_ Q o_ UNDERGROUND SERVICE ALERT SIILOTiO+ ANn RCVISING TIE RNR [Dt A°PROVAL BY iK CMMT ENGINEER REVISIONS COUNTY H: v: FILE N0. DATE 9 Lo /� Y=40' 1's4' PROFILE SCALE _ - HORIZ. TI VERT TI �- ,-. t -'--. I I - L - j 41 i r I 1 ' t I I T FOO OSED NORTHERLY + - i 7 y L I 7 EDGE OF 600.00. - - - - - 7 w -'• ''_ ' _ _ _ om PVI STA - 81+00 aN PVI ELEV . 360.22 om '` - - i - iT: T '.r_ µ o 4 _ - __ - _... , -I T� E-' ` + _ T r_1 d _ a , a {_ - + rmi o' ^ Nm - y r j -il -+- r t y__._' T _ a a N r I 1 { i;_- T m 1...... W N O+ M l0 N - , r ZWFI in! iN - 461 - t C O + N f _ _ 1 �T ___ _ J .. _ _. .._ � M '.D 7_ .__ •__ .. -h- 1 1 1 r'n _ _ _� _ _ _ _ fi oy ay - 7 _�7 � _ ?-_ , ___ �_ + ` + EDGE OF PAVEMENT _ PROPOSED FS AT CL 600.00' vc ( - v PVI STA = 81+00 = PVI ELEV = 360.50 o yr ` Do N -i- i- -� t -. o + N z_ v� m e` + " -o+n _. Q n. - + o vO '. 1 o � o mN mm - ___-_ . o " -. -ma ~ L11 I-- _ � QI4 Nw - r + o i o o m � m v°'i + m 0 -+ (� 1._ t t - r t. -__ _ Lu +. .+ -.0 SO.R ,j_ _ - _ _ _ - _ �. _ - ..s.�..E>.,+:. .�i _,� . - _ , g m r+-� - -_. it !. _ . . --. ._..._ :- _ _ J �-� EXISTING GROUND AT CL - U uWi a"w axw - 1 r -` T PROPOSED SOUTHERLY I _ CONST 38.6 7 LF iL T + OF ..._y - -_ , 600.40• V _ ri __ TOP OF CURE Qc ._l.._ F -�-�-- T t _. _ C - G a k y- L.� �. i --.HOPE STORM DRAW - - s � _ a-_ b _. , .--_. a m w �. . .. o a�. oo F PA STA - 81+00 r PVI ELEV = 360.31 -I-'-t'- ' . nim La m� - � I- . -. + o oma_ + m -' - + + _ M GO 35868 TC. + M o + a M o -_.____ a M __._. _ , t_.... 78+13.46-BC N + <R m N - rte_ ♦ _ «. I O. eM'f90 M 78+x6..0 E _may_ a- I ; ^ r 359.03 TOLI -r- 1_ _ r r - EXISTING GROUND AT 1. --- r4 _ . - , _,.. . , - I ^� GUTTER CURB & } _ � 1f Lr L _ . _ - ( _ t 74+00 75+00 76+00 _ + 77+00 78+00 79+00 80+00 81+00 82+00 83+00 84+00 LINE TABLE CURVE TABLE - 9EARNlG DISTANCE RAN DELTA LENGTH N 782'59" E 50.00 Ci $p,00' 64'13'53' 56.05' f E1DST L2 N fffft " W 1497.66' C2 11L00 ITi2'31" AVE 60 DRAIN LINE L3 N 68' '1^ 47277' CONSTRUCTION NOTES PROPOS ARCH I _ _EXIST CHAIN FENCE TO BE .__ __- __ __ CONSTRUCT WRB AND (.UTTER 'TWE A-O' PER COUNTY OF RIVERSIDE STD PUN 200. CULVERT, SEE SHEET 25 REMOVED AND RELOCATED EXIST CHAIN TO BE MAINTAINED BY I IF IN CONFLICT WITH GRADING ® CONSTRUCT 5' xrDE PCC SIDEWALK PER cWNn aF PoVER90E LINK FENCE STD PLAN 4Dt. EAST EDGE THERMAL OPERATING COMPANY. Q STD PLAN PROPOSED EDGE - - - - - - - Q ca+6TRucr cATDN BASN (w=Y) PER Cg1Ntt a RIVERswE cwNn OF PAVEMENT SEWER OF PAVEMENT RIGHT -WAY - __ -_ DAYLIGHT LINE _ _ _ _ __ _ _ _ - � a NAPE STORM DRAM wPE. _ _ _ _ _ _ _ _ - -- - _ - - - - 10 TIER DFPRESSIW! PER CWNTY OF �`A]tSDE STD _ + N 75+50 _ _ _ _ _ _ __ - - " ____ _ 00 ,)(XN.FI(IS7- - - _ . _ -_ _ ._ 41 N iS CONSi311. o N a 74+DO I 75+00 76+� 77+00 78+00 79+00 80+00 ty 81+00 82+00 83+00 Q PLAN 311. z - w ` _ - _ { _ -.-. Nes 44'30"W�_ - 2632.76'. G {T f + - F 1- -. I - -_ W Q ca+sTRucT Jw+cnaN siRucTURE rro.a PER RCPCD slD JSu3. Z N < 0 76+97.79-AI 78+13.46-BC 78+46.29-EC 1 °' _ILu - 77+ia.3z EXISTIN - 60TH AVENUE Lu S N Q ' EXIST EDGE �� IN G CENTER UNE - 4 5�-, - _ Z LID I Z - - OF PAVEMENT - - - - -7 - - 77+69.69 EC ti -. -_ - v� _. . _ J W Qo � r ( 78+06.38 CI _ _ _ _ _ _ - - .� - -.- .._ _ _ _ _ _ - _ _ - _ _ - = LU N I END TRANS p Of I a� m Z PROPOSED ED NNb 78+03.74 EXISTING _. . -.. . _. _ - Q m O I OF PAVEMENT 10+35.67 RIGHT-0F-WAY �G Z U 10+00.00 MB232/SPER B 196 z N BEG PIPE C.L. CB STA. T7+202 352.80 INV W= OSTIA . / o O a a ,^^ L) _ ! - - - K _/ J a a x 3 GRAPHIC SCALE M 0 W W w w w U a Z Z `E ( w rear ) NOTE W K 1 imh . 40 [E O GRADING SHALL BE OWIODWIIETED O "yy�f CROSS SECTIONS SNONN ON SHEET 2. N O // )tel II '(TI �� SHEET NO- IIIIIIIf���///I///' l� �.['I(\Jn NOS: SEAL-ENGINEER BENCHMARK: MY IN Rv-MBL PM 36293-�W 24M L. NO. 016 W O AND LAND PLANNERS 11/2' BRg55 DISK IN CONCRETE AT 2� > WORK CONTAINED WITHIN THESE PLANS THE S.W. WAD OF HWY 56 AND AVE COUNTY OF RIVERSIDE L O ^`V"`�"`^"^`�"'"°' SHALL NOT COMMENCE UNTIL AN QgOFES6/DA,_ EVELOPMF.NT SURVEYORS 61, STAMPED CAUF�RNiA DEPT SCHEDULE E" Q ENCROACHMENT PERMIT AND/OR A Q`sV �YDOS84, ,� TRANSPORTATION 1956 R-14.8 L. 0-3 Y DIAL TWO WORKING ti W c ONSULTANTS CIVIL ENGINEERS BELOW ORWND AND 3' S.E. OF PPF 60TH AVENUE U GRADING PERMIT HAS BEEN ISSUED. H $ - 950758D ,,, BEFORE DAYS BEFORE iszo awoorcwa.Mow waves. aero: as LID w " "° „56D aANrA Ar�A OA av906 ELEVATION = 3'5.53 STA 74+00 TO STA 84+00 20 26 U > U YOU DICT YOU DIG Wp. ErP 3-31-1014 y^ USCUST DAVM + 500' 19)2 OF_ SHTS Ol4) 669-9900 (944) 069-T/Or MAX THE R ORW EN60F➢! SIOM Y OFF E 11 ISI FEMOK II EN ASSUTIIG * * ADJUSTMENT. OL U TOLL FREE 1-800-227-2600 TIE WElnncr Nm aEclPrwun ff nE aEva w NE EVDN or �?� qv\� s FOR: ',r,'.�:. COUNTY Z DISIMPARLIES Illinm NrER cDR1r IPPe6VN rR DRur, MIRWTMK TIE APPR. DATE rf PREPARED BY R.C.E. N0. 44560 Q 0_ Q A PUBLIC SERVICE BY PRIVATE W)REV SWLL EE P.E9DNIN PDt IETE1 Tw µ NSffTA&E MARK BY DATE (1> CN.\f �' SCALE: FILE N0. 9+ / 0• ._1 < a UNDERGROUND SERVICE ALERT mLulmn mW REvtw6 r+ NWif rue NRWVAL er TIE DRxrr. ENGINEER REvls!oNs COUNTY DA7E 9 la /� H: 1"=40' V; 1"=4' o_ F"CWR E SCALE _. i L. i I I HORIZ 1 �qO _ .....` � �+_._... ,... _ ..+_. +-,-,_...__ .i...... w - F t ' i � + r -�--1-• '- -. I' .... I :_.... _ ..;.......- I---' '- ---1 - � - ._.-i_ - L L_.e_ 1 �.- 1 VERT: Y•�4 1 .f.....r_. _ r �.. I - .......L. . h r i_._ -_ r} .-- - - - - - _ - r - '- r } } -- - • - -. . ......;-... r r L....._ }... ,. }...... r v ! !...... 7 I- - -- i �....,- 1 +- Y i - - i. 1 y- r - I T i` t r... r 1 f I 1 T r i I __ __ f.- T---_ i PROPOSED NORTHERLY ( - L t --9. c _ - -__ - EDGE OF PAVEMENT - - - a - - F + } - I F ± - �f I � fi t --� , 1 600.0 -VC _ 1- - ' -I- -. _ - -- - maw _ r-- 1. .r -__ _.__ �- _ Om PN STA 69+00 dm PM ELEV = 36022 rom - _ , r ...j �_r �4 - m 04 -. . _ Oli OIA � � 1 1- > f - I rn 'n_.. rNo rn ^ M m N ON -060% m" 'E ISTING GROUND BELOW r - - . _ 1 _ _,__ ! - OF PAVEMENT -- , 4- EDGE ,- i- -i-f �L-�-- - - - - -- - -- -- - _ - - !. .- ' - - . - ---- - - -�- _•.-�- _- _ _ D L _ a-t -- 1 I ' r-� - 1 r O 600.001 SAO --. M1 i_ o m PVI STA 89}00 a ,� PVI EIEV 360.50 $ m `I y1- --� + F + 50.0°59 -- f P T' I. } I.. - -y _ I o^ x n $ + > $ -_ 1 a s } o { i._^ 1 r-. _ .. __.-- +m m a' _ .o+ m '._... ' __ •- I •- ' _t - +L. - $ � Q F. I I Q C6 0 m+n oo -+ om n mm m m �__ i + 1 t . i_. . rnm LIJW oz4 - mzw119 . . VTm r...._. .._._ -. : `----i .. ,'_ r .. nl r. n W-= oo'oa �n- - . . .950 4 9 = L - -0.60% - mM - 0-50% - - PROPOSED FS AT CL EXISTING GROUND AT CL — = W "W "� T tnU - -PROPOSED SOU - - - - - - - - - - - Y L1 � - - - - - - - - U cGRIST33.60LFm _ _ _ _ SOUTHERLY r - -� _ :_-- _:.T y i �1- - - - - H -� of 2a• j I ' . -$ Q -I- , _ r P STORM DRf�. I TOP OF CURB - 600.DO' VC a _ + -t y- o U o o F .PVI STA = 89+00 = F PVI ELEV 360.31 : o o e �T _..__� . _ 1 .....i ��._ 1_.. a _ i.._.. -. T I I T - I ' rT -" T + ro mm 1 + 4 o m -.o r. . m.v - m a o m. . rn ma-_i- _� .t c + in . om +. r w + 0 + pOo + _ r- 0.50% mm m mn. ._ n ___. m __.. a 0.50% . mro _.. mwn °i 3 - OR I i J 1 I EXISTING GROUND BELOW _�_. T t + - - - - - - r - _ -_ } -�y C & GUTTER # k -- ---- -- -- -- I - -- - - - URB GU 1 J r L ( - _ - -_ - -+--- �-�- ! -� 1..-4- 7- 4- -y - { } 1 }.. -_ I'--_Ljr « __. ,. _� .J ._.'- _ L :_ •- •-_t_-_ _ _ _ _ _ _ _ - t _ I- ±--. L__l a. _i_ - t 84+00 85+00 86+00 87+00 88+00 89+00 90+00 91+00 92+00 93+00 94+00 UNE Tae1� CONSTRUCTION NOTES EXIST ANG 1D CONSTRUCT 0.42' AC OVER 0.67' CLASS II BASE AVE 60 DRAIN LINE L2 N 89.44• • W 1497.68' ® CONSTRUCT CURB AND GUTTER *TYPE A-6• PER COUNTY OF EXIST CHAIN FENCE TO BE - REERSIDE SIED BEAR WAD. REMOVED AND RELOCATED Q WRNsmucT s AIDE PCC SDEwux PER caX4Tr of MwesDE EXISTING IF IN CONFLICT WITH GRADING STD PLAN 401. RIGHT-OF-WAY O O (WET PER COUNTY OF RIVERSIDE COUNTY - - - - - - _ _ _ _ _ - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ + 9 CONSTRUCT CAlY.Y1 BASIN EDGE SID PLAN 300. EAST EDGE DAYLIGHT LINE O - -__ _ _ OF PAVEMENT -_ __ _ - --- _ - - -_ -_- _ _ _ _- - - _ NL-- 4- 1 CV 10 MSTALL 24 HDPE STORM GRAM PIPE Z - __ ._ . _ - _ __ _ -_ -_- - _ _ - _ _ - __ - OF ui PAVEMENT N _ _ _ _ - cvlcT _ - - _ --N - - - - _ _ W H ¢ GO 41 SEWER - _ _ _ _ 4: 1 - _ - - - - _ N 18 CONSTRUCT WTIER DEPRES90N PER WUNTY OF RWERSDE SID N -- - _ 4: 1 - PLAN 311. W c 85+00 86+00 87+00 B8+00 90+00 91 +00 92+00 93+00 W 2 E/R _ .. _ N69'44'30•lN6 263 .76' h o 2 W + +aL. ce = sra �5+0¢do � } - I I I - � + 1 I I { -I I - I IW- a � Z 10+33sa (W=70-14I 91 - - IXlsnxc m 60TH AVENUE 93+43.95 Z u) N W = ENO PIPE N25'0T25"W CENTER LINE - - A� —(4}� I - BEG 112AN5 END C&C -- - = W ISO R GO Q m O 2 PROPOSED STORM DRAIN - " < U SEE THIS SHEET SEE ON-SITE GRADING PLAN Z 1'I FOR BIO-SWALE CONST. EXIST EDGE EXISTING x Z J sr OF PAVEMENT RIGHT-OF-WAV 1st / PROPOSED EDGE 10+00,00 PER PM36315 F MB232/89 96 V - :' OF PAVEMENT BEG PIPE ¢ ® U E El 354.10 INV l a F a ..::a V OR) in 3 GRAPHIC SCALE W IJ b 0 20 W GO 10G W (.1 ..r.-c. Z Z Z f ( DI III W D: 1 JAI . 4D It o NOTE 1- x z DROSS SHALL BE OW OlIEO PER O D �(� ��� CRO55 SEC1W5 SNOYM ON S1EET 2.L) II�'�Illll W O NOTE_ SEAL-ENGINEER BENCHMARK: cAtMIB BI In Mr-t4atPm �3_yPP 240 LP• NO• 120078 SHEET N0. 1- WORK CONTAINED WITHIN THESE PLANS AND LAND PLANNERS 21/2• BRASS DISK IN CONCRETE AT O 0 SHALL NOT COMMENCE UNTIL AN QµDFESS/qI," THE S.W. WAD OF HWY 86 AND AVE COUNTY OF RIVERSIDE L Y ¢ ENCROACHMENT PERMIT AND/ORA p y EVELOPbIENT SURVEYORS 61, STAMPED CAUFORNIA DEPT DIAL TWO WORKING ��' b S'P'4` F' TRANSPORTATIgJ 1956 R-146 L. 0.3' SCHEDULE "E" W p to GRADING PERMIT HAS BEEN ISSUED. W ONSULTANTS CIVIL ENGINEERS BELOW GROUND AND 3' S.E. OF PPp 60TH AVENUE W BEFORE DAYS BEFORE rn = W " YOU DIG ' ��� BRooK..o� , mac, 41x,z a® 9LE758D STA 84+00 TO STA 94 00 21 28 U > YOU DIG ggNlrq qNA, CA yy7p6 ELEVPDON - 375.53 O F IK PRIVATE ENGINEER SKIRNG THEY PLANS IS REPONSIRE FOR ASSURING Eqx 3-11-2114 s USC&GS DAVM + 500' 1972 + * * t�Ta) eev-vvoo (7u) esuv-v>'ov Fwx —OF- SHTS z � v TOLL FREE 1-B00-227-2600 TIE RENCIE R!p A AFTER T AP OVALN RREDEEMMARL N THE EVENT of ,� nvn. �e AD,usTMExT. CIL ¢ DISCREPANCIES GONER ARISNG NRER CBMTY APPROVAL Ut NER NE LONSIR6CTIM, THE 9 J d K A PUBLIC SERVICE BY PRIVATE DGPEER S1W.L A RESPWSI&E FUR pEIEMtIMN6 AN ACCEPTNLE MARK BY DATE REVISIONS P. DATE 7F` F PREPARED BV' R.C.E. N0. SCALE FOR: W.O. COUNTY /y I¢ a_ UNDERGROUND SERVICE ALERT taIITM1 RN REVOI OE NEWS TUR A PROVAL eY TIN COUNTY. DATE a p 1•_40• 1•=4• FLEN0M1R ENGINEER H. - V: }.. f P0110FILE SCALE , r 1 L ' HORIz: Ym40' y x I VERT: T�4' . .... - �- � y-. , r_...-I r - 'r u._...,- r ._i- r - ,_. �. .... I T . _I � I : f ± _ �_ - }_.r._t _ __ I _ i _Y *' 1 � _ r _ +. __i__-d-.. t- r - ` -� ' -f I I I -!- T TTT-- �- r Y : --r T - - _ T- - - t L__t... r...._ ._.•._�-. - -r-.� 4- rri - - T 1 I F I I it - - - F - -- I I �. - ,...... h I I -. ., I t...... r _ I fi I _� � 1.. I I �_-...L_. _ __I._.. _.......L -a _i___,._ 3 a - __:..._.. .._. 1 ._L._. -.. _.;_._ _ _ -i. __i- +_._.__. 1__ , 1 I I : + ' I ~ + i. I, ¢ i �-.. 'I r � r I - - _ _ �__- -y __ _ + i T -7-- � j � - -. . ' -�_.-�--'T h - �_'� -I- _-` P-. �_• , i I I I I r _- a — _ . . _'_ —._— -- I— — . _. 1 — �— ,-I- PROPOSED NORTHERLY � I I , -+ ; 1 I ' I , r r . , ._,- # - :I_-_ - y , I I f EDGE OF PAVEMENT T L . -u I '.......T.. _ 1 ;_ T _.._.. . 4 , I .. t r-1-- �... -+'__`_. . -+--i.-.'- a I-'-'-: --. _ __-1' 1-._�._. o vr r. « } t I_- '- _ _ _. _ _ ._. -.-., .-_i _;._- *- _ __ i. _ r r - I- _ _ _ J _ _+... 4 -+ J m - + N _. oLL + -h _,__I— '-_` _',_— __ a' - - - r I L -Q50$ _..�_L.__I _-... �.._. - I_. ,_ ' __ - - I _L r {__ _. 1. _ p- - I r � I _ - - --r�. �_t-T -- __�� -__ _ _ - - - _ - _ .- -.- -.- - + EXISTINGTGROUND BELOW' 1 EDGIE O AVEMENT 1 + -•., h :..._ �._1_. r � i I _........ �..... ,..__... �-L i_..�_ « ._f_.i-. I i t } I_ r i I 1 r ,yyam� � r - r _T_ }- I + + PROPOSED FS AT- L - , - - ! L - 4 L ,. . --. . - mo .- ,_.. p .+ T 1---t- , r- -. r __-,` '- _ - C h H f- r b # r - r t -1-..... - i-�_._.'T___E __ - __f-'1_ _ -C-� ri l 360 CL — = W - � � + � p4 - � -- - _ fn Z -. O1 N - _. . _ r m o r+ N f .�, ;._ + -t « t - - r -a----•- .-.- - -..+ - - --- -, --I + . �_-G' -. + + ` m li u_4-, - L I 1 W J " -0.50% n tO - 1.. . _ y..` - - 1 I T- 1 - W2 -. . -. ,o n r... H ...... , } --, , r T r , L + co U _ T r r _ -�-, ' : -i-..- -_ Q. t 'r i-- _ i 4 . - "- ! : r : '- , r._ , t Y.'--L- - F—{"- I f EXISTING GROUND AT CL--/ y T a r ;. _ 1 477.51' PAVEMENT TRANSITION ,_- __ . . _ '.,, i +_ _. ._.. - i_- .—i_� i L_ -+�.._ �- -T .I �' '� r 4 O LL a_..L. i h O N r. L.._ 1 .� t4- + ' n ' M O' I m � � � 1 + r d;Ui I 1 I � ��- -'-_y- m " ..-±... . + rn m n n. ' , -- _ .-. _ ,..... _.-.t. :. a _.r... t t r +- 'r r -} m to .I- A- c _.I 1 .- i , _. . ..... . _ __ __ - _. - �. t r h..._ LL PROPOSED (�� { �� �R Y EXISTING GROUND EELOW - r - - r t y t OF PAVEMENT EDGE I OF PAVEMENT + r + ? - -} 1 --T- EDGE - -_� _ - 1 ry r I + 94+00 95+00 96+00 97+00 98+00 99+00 100+00 101+00 102+00 103+00 POLK STREET LINE TABLE BEARING DISTANCE L3 N 88'2YT' E 47 .77' p - - - - - -- - - - - - - - -- - - - _ - _ - - - - EXIST I - AVE 60 DRAIN LINE EXIST CHAIN CE TO BE _ _. _ -__.—__—. __—__—__—__ ___ __ _____- .__ __._ + CONSTRUCTION NOTES REMOVED AND RELOCATED I � IF IN CONFLICT VATH GRADING EXIST EDGE I 1 1D CONSTRUCT 0.4Y AC Owl O.SP GLASS N BASE Z N � DA GHT LIN PROPOSED EDGE EXIST _ _ - - - - - - - - - - - - - - - - - - - - - - � OF PAVEMENT J EXISTING IP z ; o W OF PAVEMENT SEWER RIGHT-OF-WAY - _ - - - - - _ --.JJI = W as _ _ - - -- - - - - - - - -_ _ _ - - +- - I - ---- �IVENUE - ----------------- U) A. w a Z -. 9__4 -_ 96+00 N89'aa'3G'w97+DO 2s32.7s'o_ 98+00 1 99+00 10 00 101 +00 102+00 103+00 p v~ W 2 - - - l4 U EXISTING z m } Q - - - - - _ � 2 ~ CENTER LINE I O Z O N w EXISTING NF E%IST EDGE Q Q 00 EXIST OF PA ENT PER PM383 6Y < <W OF PAVEMENT 1 OI I Q (� U FENCE MB232/89-96DO DO d GRAPHIC SCALE 3 � m m ,m W W W O 2 Z ( MFBNT ) w NOTE O w GRADING SHALL COMPLETED PER T CR058 SECTIONS $TOWN ON HSHEET 2. � U W O NOTE-WOR SEAL-ENGINEER BENCHMARK:SDSK IN CONCRETN K E AT PM � 24M � r�,� SHEET N0. O r AND LAND PLANNERS WORK CONTAINED WITHIN THESE PLANS 2 1/2" BRASS DISK IN ccNCRETE Ar N SHALL NOT COMMENCE UNTIL AN Q(lpFESSA EVELOPMENT SURVEYORS THE S.W. QUAD OF HWY HIS AND AVE COUNTY OF RIVERSIDE 22 Y Q O ENCROACHMENT PERMIT AND/OR A u YDD s 61. W GROUND D AND S.E. O SCHEDULE U U IAL TWO WORKING W� V f TRANSPORTAPON 19M R-14.8 L 0.3 60TH AVENUE W p N GRADING PERMIT HAS BEEN ISSUED. � � � ONSIILTANTS CIVIL ENGINEERS BELOW GROUND AND 3' E. OF PPp w BEFORE DAYS BEFORE y - 2 w No. 4A580 $ ,%. isao owoox4Ho . owvc, OCi as 95075w Q > You olc You nc aw r, �A o:r� E VA DN - 375.53 STA 94 00 TO STA 103+00 ??O 26 O H THE PRIVATE ENUMUi SIGNING THEY PLNS IS REIPBIl FW AIMNG Exp. 3-31-8114 y^ USC&GS DATUM + 500" 1972 + * yr oia> saTr-rroo Or1a> aas-rvov Fwx f- $HTS z c_ O TOIL FREE i-800-227-2600 TxE ucAMIES AND A IFTEuJU B t1E BEsrol IUM a THE EVFXI B ,p� C1V1� J ADarsTArENr. 13 Of BISOEPAXCTES AlALATER CDNTY WPROVK IR B AN ADUCr➢N, THE 1 g a A PUBLIC SERVICE BY PRIVATE D NER S T B REPO SIBE FOR B T BB@G M PTABE MARK BY DATE REV SIGNS APPR. DATE 1pO GL1 PREPARED BY' R.C.E. LA0. 44580 SCALE: OR: W.O. COUNTY D_ a a UNDERGROUND SERVICE ALERT sDurm+ AxB REvlsM IHE RAYS FOR A°PI9VK By THE m yl ENGINEER COUNTY DATE 9llo Il H; t'=40' V. t'=4' FILE NO. �`/ PROFILE IBCA E 0 L + 7 r 11-110I r=40' =54.97 --- -- ------ 1 ---- ---- - VI drI -F- 6/4 b14 �14 IY4 1 i r--� -4 - V. Lr- w N'j L Q=T I 6 P.I.: 12+00.00 EI.. 355.93 T OF EASTERLY CURB- LL r ou > 0 4 1 3 + If 0 T 1�8 4- o I � m� N n 00, �� I + IS + 6 N n 6 - ------- ------- TO + I 'ANI + + ------- TO 0 0 jT + 3 + Nq I ' to + • OV t HITT , ------- In NO I A . I I L - I � + ITT IN J L 4- - f -- - - - - 4 1 7 f IT I Z > Z 100' V.C. 1 t 1 t 1 - 22 EXISTING GROUND AT -4- _j 0 z (i P.I+: 12+00.00 EL: 356.47 I I4. I 1 7-- WESTERLY CU c:I 1 1 0 L RB i : + < 0 0 0 CC) 3-M I 1 0 z ci M J- o 10P -1 CN 0 Z PIT � D r + + 6 + + TIC AT MEDIAN + n 3 . + om o + no m + 0 u6 UP 93 -T 071% n + t6 it 7 + f0 n I - J0 In Lu i --- --- -- 14- 0.35% n + Lu I I I I - -+-4- -- -- - - --- - - z U) 4 --- - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - -- - - - - - -- -- - - - W _4� -Eu- __7 OC uj F_ - Lm54.9 _EXISTING GROUND AT C Q (1) . ___ I I I r A/4 6/4 11/4 11/4 mz _ 1 -L low, L 1 4 T 171 - III _1 �- - Iwo 3 L ch .10P.I.: 12AFOOLOC EL:i < 35 0 CL TE m m UP I z + IS r6 0 4Zl cl U T 0 IT) 6 r + n + + + + I ILE n m I I + --j � L 0 71X ;7 m n `JT - - - -- - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - LI L T 11 1 L L 4 T OF EASTERLY CURB EXISTING GROUND If OP T EASTERLY CURB L 35ORT - 7 ji 1 I T--4- 4 f I.- 4 !4 1 r L I L 4- 0 �� � i I __ 1 + J.. �'uJ L L + L"L �L -- -�- ' -- LL I 1 3 4 � . � - � -------- I-- __1 _ 1 I A--- r--4 - 1 1 3 + t I I p 1. t LL L --- I.T - 3 --- ---- ------ L------- 1 1 L------- r I I r L I I t I I 1 1 3 1 4 + 10+00 11 +00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 62ND AVENUE I ST. STA. 16+06.83 ST. STA. 17+83.69 CONSTRUCTION NOTES SEE SHEET 5 13� � @ CONSTRUCT &SOO AC OYER 0.0-r CLASS IT BASE. ox CL CL PIPE M 0 (@ CONSTRUCT CON110 ND WITTER 0I A-r PER 001I OF HIT RIVERSIDE m PLAN Mi. JV 10+00.00 00.0 w ODIIISTINT OTYPE 0 OURS' (S WON EMB FACE) PER OCFENTT ni Im 0 BMEGIN PIPE NIT @10A Olor @ w w _J _J w BEGIN PIPE OF FIVIIE11SIDE STD PLAIN 20,11. Tim c! zo NIT zo 0 Z43 zo zo ODINSI 5' WIDE POIC SIDEINALK PER COUNTY OF RIVERSIDE <0 :cc 0 EXISTING w w N NIT + GO 133 <0 <o m N _ - F scc� z + oF` + 0� fa� 1p Sm PLAIN 401. TO 0 LOT NOT 1,v If w LOT RIGHT-OF-WAY me mo mo + 1 10+56.4 1) PER COUNTY OF RIVERSIDE COUNTY PER PM 36293-1 L_ I :r < 9 z PIPE C) CONSIERACT CATCH SAM (WI - - u 0 Sm PLAN �. 17 111111 + INSIALL. 24* HDPE STI MAIN PIPE 10+95.. 1 @ CONSTRUCT UNDER SIDEWALK MAIN PER ONLINT)f OF RIVERSIDE o Z in qL, TOWER 355+93 355.80 DRIVE < Sm PLAN 0 357.50 357. 3 356.75 356.51 In I-_ TIC Tc \ TIC TC Lu 21 ORNISMICT "CTION SffNJT(�11)RE NI PER ROPED SM OSI 1 o__ GO 11+00 TC 12 1 � 1 � +001610 47 1 AVA U) `��) A I n N00400'00 W LLJ Q - 4 A @ INSTALL STREET TIME SIM PER THERMAL DESIGNI GUIDELINES I;) Lu = AND COUNTY OF RIVERSIDE STD PLAN BOB. Z U) 0 357.31 @1 .41 356.41 35 AD 6 56A3 355.60 z \10+00. TIC TC NB9'59'5eE--/ j Lu 224-59F41 62ND AVENUE w TIC TIC w LLJ to o 10+9831 + ECR 'o ED m 0 11+63.55 EXISTING Z RIGHT-OF-WAY END PIPE Z w PER PIA 36293-1 m a 0 RZ8 0 rico 0 w _J + a) 8 io <0 n -0 - - - _j r-, z vMi Wmio Z50 � zw wo . :s noo wwo mc� ati + 5N wo 20 w w mo (I') DO. CURVE TABLE 0 LENGTH DELTA RADIUS LINE TABLE LENGTH BEARING CI 54.98' 90*00`18" 35.00' 62ND AVENUE Li 1215.15P NQQ'I C2 5.28! 180*00'50* 2.00' SEE SHEET 5 L2 68.25' NOD 01 C3 54.97' 8901 35.00' GRAPHIC SCALE L3 153.7S NOU00'WE C4 30.45! 9IS53" I8240` Z LIN 1090.16 NOOWOO'E C5 30.45! 961 182-40' L5 161 NODWWW CS 30.45' 9'3S!53" 182-40' L6 70.00' Nopowocrw C7 30.45' ga3S2(r 182-5-r NOTE 0 L7 707.174 NOQWI ca 6.28' 1806woo• 2-00 L8 707.1 r NOJOVOGOI C9 21.99' 18Ow`IO" 7.00' GRADING SHALL BE COMPLETED PER Z 1 �h JOL 0 0 MOSS SECTOONS SHOWN ON SHEET Z JJ_ 7H 14- + c� 557 4 IS + + n + 0 L�+2 k aJ m + U + + A 4- )1 V rlI ID12 i_F 4 r z W wv) ou NOTE, BENCHMARK: 01.11WISSUNIXIIII SHEET NOF 0 ��� NIS SEAL-ENGINEER IRM 36293-1/PP 24690 LIR. NO. > WORK CONTAINED WITHIN THESE PLA AND LAND PLANNERS 0 S ESSI 2 1/2- MASS DISK IN CONCRETE AT 0 MAI HALL NOT COMMENCE UNTIL AN ICVZL03PM3PNT SURVEYORS THE S.W. DEAD OF HOW BE AND AVE COUNTY OF RIVERSIDE �e 4 ENCROACHMENT PERMIT AND/OR A 61, STAMPED CALIFORNIA DEPT SCHEDULE "Ell 23 vi DIAL TRANSPORTATION 19M R-14,8 L 0.3 W BEFORE GRADING PERMIT HAS BEEN ISSUED. ONOU3LTANTS CIVIL ENGINEERS BELOW GROUND AND S S.E. OF PP# TOWER DRIVE No. EFIPFCINI=lK"�"�W DIF%FVff. ETI R107500 L) > 2 YOU DIG ELEVATION - 375M 0 IVATE ENENEER SLONE OF RNR FEW IS W�Ikf FOR ASSLIEW >-31-DIA SA"YA ANA, CFft 021 USC&GS DAVM OF 50V 1972 STA 10+00 TO STAT 18+00 Z3-GF26SHTS Z TOLLFREE IFE IONRITY W ACC OF THE REEON PETER, IN THE EVENT OF C71646) 007-7700 �> 507-7707 PAX ADJUSIMENT. SERVICE BY TIMPIACTS ATOM OFFER EOUNTH OPPOVAL OR MM CONETRUCTION, THE PREPARED BY: R.C.E. NO. 44560 FOR- W.O. COUNTY Of PUBLIC RNATE �R SHALL VE RESP FR ME� AN ACCEPTABLE MARK BY DATE APPR. DATE 60F SCALE: I FILE NO. FORT AN KVM% THE PLANS FR MIRI IN THE CONY ENGINEER REVISIONS COUNTY H: 1'=40 V.. 1,=4, UNDERGROUND RT DATE PROFILE SCE - ALr w FI TI ! I, I , . I _. t_ � , -!—, � '_`i-_t. r i F_ _..- - 1 ' I I ' I I EXISTING GROUND AT - � I ' -- — WESTERLY CURB - - - t I I J --i _..i._. 1 i_- 1 1... 0 M. , . , Md U _ M o { ? 0 m m n- r• - o o - c . -+_.m I- _...a . -..;_.. ,. } t -' - m °'� ` + , ' er + M 1 F ti a "-+ • - -i T_._I__T i - + - -',- t �- _ N tV ._F _ __.i-+ I=« i.J__ . _. «-... .._'._._ ' A _._.1_.. L _.._r._l. J x L _ ..-_A_.__•_-1—t--1 .._; —{� } L _ I' coW N i N _ .-_� T _. b K} . -:_. M N Y _•...._ _ .I m vo .,:. - i r o TOP OF EASTERLY CURB 0o vc __ + _ _ r_. _ _ >_ - L + U �___ t,.) 00 TC AT MEDIAN. , - - _ - w, Flox E+ + mm Ui L. _ .._ -. 1:. .. _ ._.- _ •—_ W /:q. m O, 0 1 �_ _. O+ :- _ i v _ N h - +� N -I _ _ _... W . NNN �.-1 L1 _. L... , +- !� �_}_. u> . _ _ ._ . ,� M. + M . ._t_. _�___-_ _ _. _ 'L 1 . ___ - - 0.35% 0.338 _ % -.`- 7 I -Y' Y ,...._.0, 0.358 <, -._. « � � � ..... —, I a. i.. W 7L. : _. _ I +--'-; 1-.__ - i __._ i , 1 _ I +-- --j-�- U _ _� r -_ �� EXISTING GROUND AT CL r I r rt I I ( _ _ _ f- . Q _ -_.} r-._..?_ , .•I_. . _ . i �__, . i }._ , r ......«-_ . T .. .}._... -T - -:�4 -r---,� .,_.EXISTING GROUND AT CA STERLY CURB �w: — o � T 7 l0 m L _ _ T -_. 0 m m� r m _ -4- o � 8 � � z D + p' cm N i o 1- + N Mm M m ,n J__ } _ 1- I� �_ M plc➢ / 0 r N N tD .n n _ , m !—y._ I •_1_ _._ .. m N a h N _ _ � I y ) ' M0.35�. - - _ _ _ __ M O.}$5_ � , i I M l 1 _ _ J rr _. _.� _ _ _ -_ - - - _ _ - T_- ..._ F F t 1._t i i_ + _ ._i_' 1 .-{. , :...._. _. 6 •-._� '• _-r _ __ I I + -t •-I- - t 4 _..__ ! _ % TOP OF EASTERLY CURB _ -� i -{ } SII 7' t -} � � j_.. 1. , i i . .. y _ _.._ _}.... i_.. _ __ { -+ � �i'�"r - .r ! ;_ .. _ t I '-._"-... t-.-_, t L i_-..-. y +-- f r-_.r--t - _. 1_. r ....._..... { -... 0. r_.. : ':.-_ _ _ , i_...}. _ r _ t..-..- - r - - t__`} _h-�,:� ?__, . - . - r _r f= I i I T I r T I w h--r + i _ t t.... } r _ � ... I I � I � �_.-_.' `. �._.- ,,, -,,, t i .... I- i' � I j—`-I -I- j_.r , ��.. r. 1 �.-. , r , . t I I " r I , i t I i r -- � - I �,, � -1-+-L-•-- t -F-- i _'��-j�'i_ - t_.. I'�'1�� __}._ t •-_.�_.._ _-.,-_r 1-- i � i 1 ,. ._ + r I I { r r__. _. -...} 1.. � --r- tom- " - -t- I� I �. I I I' I i .� �... -__ _-_ _ _ _- _._. _ __- _- _-. _ _.._ _ , _ __ _ _ --. I _ L _ -:.- �. I � � � - � 1 i 1 I I -'i I - - t i 18+00 19+00 20+00 21 +00 22+00 CONSTRUCTION NOTES ST. STA. 18+94.83 1C CONSTRUCT 0.50' AC OVER 0.67* CLASS II BASE. CLC W=4,H=4 ® COERSID CT CURB AND COTTER 'TTPE A-8' PER COUNTY OF RIVERSIDE Siff PIAN 201. 10+00.00 : : 10+00.� 3r9� ® CONSTRUCT TYPE D CURB (e INCH CURB FACE) PER COUNTY GIN PI E w BEGIN PIPE ' OF RIVERSIDE STD PUN 204. O3 CONSTRUCT CROSS GUTTER PER COUNTY OF RIVERSIDE w N8959'54"E STI) PLAN 208. LIT) 10+56.4 OSI CONSTRUCT CATCH BASIN (W=T) PER COUNTY OF RIVERSIDE COUNTY C ) 9 °D END PIPE STD PLAN 300. + 0 , 0 10 INSTALL Re HDPE STORM DRAIN PIPE. 00 _— 12 CONSTRUCT UNDER SIDEWALK DRAIN PER COUNTY OF RIVErt9DE 10+58.92 sm PLAN 309. Z N Q ✓> 10 383 r D M '� LIMITS OF COUNTY ? END PIPE z1 CONSTRUCT JUNCTION STRUCTURE NOA PER RCFCD SID ,5233. in M DRIVE M o N < W F `? TOWER /`/F�J MAINTAINED ROADWAY ONSTRUCT ® INSTALL STREET INANE SIGN PER THERMAL DESIGN GUIDELINES Z W l I 2 +68.15 TOWER DRIVE= BIO SWALE AND COUNTY OF RIVERSIDE STD PUN III 0 ui = W o _ < N00'00'OOiW 1268.15' o - < 2106 C/L INl JASPER ERANE Z f f 22+23.15 VATE n r 4 Z W J �,. g END , OWER DRIVE s N (n U v1 M 3y� L •in M 3 ^ � o a WW r Q --"--- sD _.._ _ d Z = — __ H" — — — -- — — g o CL � o Z Z J CONSTRUCT -- m f p N m Bio SA f, __ +Q + Q U _ _- NG] N H _ � 3 LINE TABLE LENGTH BEARING ZU GRAPHIC SCALE L7 1215.15' N00'00'00"E CURVE TABLE Z w o m w w No L4 1090.16' NOO-00.00-E LENGTH DELTA RADIUS Z g L7 702.42' NOO-00.00"E C10 21.99' 180-00-00- TOO w � L8 702.42' NOGV o`m"w Cn 54.99' 9 '46" NOTE F o4 ( Ba aB6T ) S Z 1 inch = 40 tE CROSS STALL BE COMPON S T O R� CROSS SECTIONS SH ONN ON SHEET N U Ill) CIS O NOTE SEAL-ENGINEER BENCHMARK: GORMISd x0. RV-1(et PM 1W 24M Lp No 1too� SHEET NO. O 1- AND LAND PLANNERS WORK CONTAINED WITHIN THESE PLANS 2 1/2" BRASS DISK IN CONCRETE AT d1 SHALL NOT COMMENCE UNTIL AN Q901ESSUEVELOPMENT SURVEYORS THE S.W. DIAD a HWY M AND AYE COUNTY OF RIVERSIDE 24 w Q ENCROACHMENT PERMIT AND/OR A pDIISJ' 6L STAMPED CALINDR3' DEPT SCHEDULE nEv T U DIAL TWO WORKING �� �. l F TRANSPORTATION 1986 R-14.8 L. 0.3' TOWER DRIVE w p to GRADING PERMIT HAS BEEN ISSUED. .`i' ONSULTANTS CIVIL ENGINEERS BELow c9oueo AND 3' se. Of PP$ w w BEFORE DAYS BEFORE '? a 9507580 IN. 44M 62O sRo x o��ow ��' " � as STA 18 00 TO STA 22 25 24 26 (J D V YOU DIV YOU DIG BANTA ANA, CA OII906 ELEVATIXI = 375.53 O H THE PRIVATE DERIDER SIB6NG THESE PINS IS RESPONSI9t FOR ASSURING �' �' 371_2014 a USC&GS DAVM + 500' 1972 + + } * ts<.a> eav-rloo <r1+) eev-vvov Fwx OF SHTS Z O: U TOLL FREE t-800-227-2600 TME KCLWCY AN➢ PLEEWTER RY 6 TIE HESI0I RHERONDURDI M TIE EVENT T U} CryIV �Y' AD.Al51MENT. Q_ Q ➢fSOiPNIfES N2ISWG PTTfR CBNTY NPROVAI [R BiUXG mI61ROCTIW, THE 9 PREPARED BY: ! R.C.E. NO. FOR: W.O. COUNTY /� Il Of A PUBLIC SERVICE BY PRIVATE D ION1R SHALL B REWONSIBE FOR R:TERNOOIG AN MPTABE MARK BY DATE APPR. DATE Tf O. dl1 SCALE: H g a a UNDERGROUND SERVICE ALERT sa9rID+ Nm Rfvisi0 THE PLAxs FUR PPPROVN. er THE farm. REVISHONS 9 f I!Z FILE ND. q�� d ENGINEER COUNTY DATE o H: 1"=40' y; 1"=$ PROFILE SCALE . 7 . 1 - h10RIZ T�40' r- ! i-T- I ..._ •--i- • ! r ' "- ' : j— _ t-_ '�`_ I ` �-.,—t VERT' T�4 �- E_... _. . T r _....p L.. , r : T i._. i-- -�- t F ' II ? ` ! � � - r fi rr � I _ _ _ r I I +__.� _ T_.__r. . r 1 . 1 '.� ,- IF I r t + , -..-� I r r I t ' I u. ! _ . - - T r-, i h C 1 : : j : _ I _ 1 :_ '._ ! �' __ -__ -�_i`L -rl-F .. y'_._._}_._. 1 ��4 4_._. __ _ ! — - - r r I I I , r I I _.,. _- . - —_ . - - i..._ L_ 1 L . r � , i 1-�- : - ...r._ _ _ _ _ _ _ , _ _ _ _ - __- _ i �, i I - i �PN 75x9- 30E-0 3 -_f R/W'. G/L :- i +...._ i t ,- _� t - �._ I -I -i-"i _ + t : - ASM NT 1 I r- i i _ rr.yye� R E IEN f 5 VFW J__ �_....._ + _ . - ;. Tn ,-. �__'„ +--L-` +__=__i L , - - - i - r - { -I v. r. ! r t - .50' :W*fE5- T _. .�_1...A..., _ 1 i _- _._..._.-. -. __ « . _d - , J -_. I : - F + -r r - r- - ' - - + - - - - r - - - - - - ' _ : t l T Y rI, j.. . r t j. _- rt ! rr { S.�TTI-ll. . E -.. - ,. L' L i__.: t._-_ 1 x 1.._.. 1 :L4 .. ._...-�� _.,-1 + _i__.. . __ __ ..... t i.. i � '__._ F }__.r _ � .r.._� �. 1_. �t - I-. �...+..._ � -I -' __ — '_t r r I r r r I 1 A EM NT _.. R/W �� R - _I U u _ 1100'1 OAI AG EAS6UEN" 0": 39' j r . � , �, b " I' , i I S s I - r r - _ I l _ u t , i 33 . _'I__i t p , I _- j-- "-__ '-I-- i_- '• -_- - SxO - -I r L--- y J- t--._E--s' "- -1 -4 + { _ -_ _ IT-- r - i-- FS r 1 T T - I ,,_. r - 4 T- __+ ✓_ ' r : .." .. : &5 COVER 5 00030 - : .. _. -. - Y 1 _ t 7 _ _ ..._...._ r_ :. _. .__ ;-ia -� x-- !_�_ , r - � ._...� a 1 - :.__a--L -♦•- u- _. I r ^ ' _ r u _ ti > - _. r L 3i - _ _. . a _ IF i r.-...._ -4-. ..1 ......._!.. _-.- ..:. . r _II _. _.__L_ L x 1 + r M _ J _ 1 r .._ . ... I I -- T I ti....- ...i : : : CDNSTRUCT : 1 ....-� 1 -� 1 T 72 H2 LC _ Imo. _ - S""6500 LF : ! -}..... 7_...T - - • , . .-!-. -- r _ _ - - i f - y... Y f r ___ �-L- -: : r� f : - ! 5 X 4"3''ARCH CULVERTS I rz >E n-nxlt €u(yEars... PER SEPARATEIMPROVEMEW PLA IIS : t--?-'r- I - -L ' -- --. -!-.- -- +___ ASEPARATE NpROVEMENT PLAf� +. _ L_ I 1 , r ... - r— I I L , r -` - - - -1--�-�- - -- - - - -� _ - _ « t 139+00 138+00 177+00 178+00 179+00 180+00 sr I 6T � H o N a o xzo� w W n Z E6 41 wU ()..... F- {ll • � Q Wdl�d 35J.A�L + E� 'I -c,•,� p > z T Y W t Z Ql. Q F z Z w 55N� W 1:: 3615U In¢¢o GRAPHIC SCALE Do Z Z N W 4 w FEET I O 0 (� r T 'W loch 20 ft. (aj 0- TYLER STREET CULVERT CROSSING / = i5 . F : � 3 W w W U Z 60TH AVENUE CULVERT CROSSING w w O U_ W O RT NOTE: --._. _ . . __.. . BENCHMARK: fx1RM691 M0. kY-tadL SHEET NO. > t- SEAL-ENGINEER AND LAND PLANNERS PM 36293-VW 24M LP. NO. 12MIG WORK CONTAINED WITHIN THESE PLANS p E S.W. QUA DISC w c86 AND W 25 O N "�"'""�^""^V'"�""""" SHALL NOT COMMENCE UNTIL AN QpAFESS/GE,. gVFT.DpMS•NrP SURVEYORS 611E S. . QUAD LI HW 66 AND A`.E COUNTY OF RIVERSIDE L Y Q ENCROACHMENT PERMIT AND/OR A --- a ppUSs `Y et• STAMPED ION 1986 R DEPT SCHEDULE "E°' DIAL TWO WORKING �" v 'Q` F' BELOW GROUNIDN N63 R E. O ` °_'• CULVERT CROSSING W p to GRADING PERMIT HAS BEEN ISSUED. — i W $ ONSULTANTB CIVIL ENGINEERS BELOW GROUND AND 3' SE. OF PPp w BEFORE oars BEFORE ____ _� W _ - . _ . Np. M560 �y ,a„ t52U BROOKMOLLOW p 02 EIlTE 39 9S ELEVATION > You olc rou me m EI E&GS D T 3Jss3 60TH AVENUE AND TYLER STREET 2� U � Ems. }31-'QII� j SANTA ANA. CA p8706 O F THE %WAIF ENO 9 S16NN5 THESE HE RE IS RHEREON&E FOR NLANEL * X <vta) 5s7-7700 <714) 66T-9J'C9 FAx ADJUST DAVM + 500` 1972 F- SHTS z fY U TOLL FREE i-800-227-2600 INE aCCERxr BHN ALf£PWIER MIM THE IOSIrN DERi. IN THE EVENT R uy C1VI� J ADJUSTMENT f - Of PRIVATE LIES ER SHA L I ESPONY NPPRNVAL NR WRIK ANNSIREEIRI, THE 1 FEY a a a UNDERGROUNDSSERVICE ALERT SOLUTION A REVISSM THE FILM FOR WMwuVNA.BY THE [ouNAruE�pWE MARKBY NEER A� REVISIONS APPCOUNTY� rf¢ �I� PREPARED BY.- R0.� N0. q I ado SCALE: FOR: W'0' FIOLE NNO. ��., PROFILE SCALE HORIZ: 1"=40' VERT: T=4' 62ND AVENUE R C/L R/W 110' 30' 370 __ _ 360-- _ 360 360 F EASEMENT FR/WE R/W C/L R/W "1 G B TYLER STREET 51' VARIES VARIES BERM ,gyp6ry5p BEYONDy6 0 '� t 3.9' OVER p�SSA EX 18" IRRIGATAT IONGLINE (355.0) INV 360 j . 355 _ _ _ _ 350 — RELOCATE - y J EX 12" RAINLINE 350 ... A 3 RM INV RELOCATE "J HGL 790+36.22-GB AS 2 EX 14" IRRIGATIf N LINE 2.50 353.7 FG 351J Nv A81 u` 5=0.0030 j' '� N w .SNS 1.4' COVER '. 1.9' COVE 352. Q / FS Z5' COVER n 120 N 9 4 � J _ -350'. _ __ ... .. . 5=00200 / r 0 pF .Ty�RH/qOs \ Q + 'T m O Z n _-_ . ._- __... ___ ___ _ - -350 ! 34� _N n R p2B AFO _... PFR ,�V Ri0g1R� _. ."' m a GAJ <� n As vi .. _. ___ _- .._ .. . rM p( V ';!3 /\UN _ _ . .mn _ Ae1 v' .. r 'n ry 340 �kti�y CON RUCT 4-468.02 LF 12'X5 ARCH C VERTS 9 R SEPARATE IMPROVEMENT PLANS N ♦ " �n CONSTRUC 15034 LF '. 6\X 4'-3" ARCH CULVERTS PER SEP E IMPROVEMENT PLANS 287+00 _ 288+00 \ 289+00 290+00 - 73+00 72+00 71+00- 70+00 69+00 68+00 67+00 EE S'A ggl' 26A SFS PLAN 0I57A. _. Sb MAT LINE - STA 70+34.516 EC SEE LEFT Qat gw <' I' `-04 a 70) EdN Z ,5 2 \\� U o \ o F bo waa� waa� Ell68+00 69+p 58 LU - ( \ 70+34.56LLI s=o.aaw Vl M Q S •, J EC 1 F Z� O N + + .rc/9v' o �* N00'00'00"E `� "f-` 7 + 71-00 + c4 I}- — 72+21.42 m ZCDCn wu ^f Z w s m m Q a r? c/) R y5611 1 j, a TYLER STREET CULVERT CROSSING56 rr �` E' GRAPHIC SCALE ED Z 62ND AVENUE CULVERT CROSSING IN FET ) w Ili' - - 1 inch - 20 fL O SCALE 1 '"=40' = Z O II J/� �/ v �� NOTE: p ~ ��// WORK CONTAINED WITHIN THESE PLANS SEAL-ENGINEER BENCHMARK: cftlkrm ex xa. av-u.aL PM .36293- 246N LP. NO. 'M16 SHEET NO. tq _ LAND PLANNERS �� C �� *�_ SHALL NOT COMMENCE UNTIL AN pFESS/ AND 2 t/2" BRASS DISK 1N OCNCRETE AT Y DIAL - ENCROACHMENT PERMIT AND/OR A p e 3CVELOPMENT SURVEYORS THE S.W. GUAM of HWY 86 AND AVE COUNTY OF RIVERSIDE WTWO WORKING Us'J 61, STAMPED CALIFORNIA DEPT _ w BEFORE DAYS BEFORE GRADING PERMIT HAS BEEN ISSUED. ti ywy Aj Pc TRANSPORTATION 1986 R-14.8 L 0.3' SCHEDULE nE" /� g _ ONSULTANTS CIVIL ENGINEER$ BELOW GROUND AND 3' S.E. OF PPS CULVERT CROSSING 1 U YpU DIV YOU DIG �y1 P9. 44J6D v� m 1520 6ROOKHOILOW pRIVE� SVITE 3B 5507560 V TRE ACUR E ENNNSFk STCNBBi INOSE Ra R$ II RHHOWBLI FOR ASSURING G a EMx. 3-3I-8014 i� SANTA nrvh, ca 927'05 ELEVATION }75.53 TYLER STREET AND 62ND AVE 26 26 Z � TOLL FREE 1—B00-227-2600 IRE accusacv revB AEEFPTgnuITY IS THE RESIGN IElxlw w THE Evcxr or V`N 11 la 1 REMWCp A+f.. b2 L.V£RT )iB 11 li•7.0_Pt C141L \ cam,+> 55T-TToo <T,4) 557- 707 FAx US&oS DATUM + 500' 1972 NUE —OF— SIFTS RISCREPANCIES ARISING AFTER UJAITY APPROVAL OR DURING CONSTROCWOU, THE ,��' QQ O_ A PUBLIC SERVICE BY PRIVATE ENGINEER SHALL NO RIVII9IBLC FOR BETERNIOIS AN ACCEPTABLE MARK BY DATE APPR. DATE 9Aj' (F" PREPARED BY: <L O_ UNDERGROUND SERVICE ALERT SOLUTION ANO REVTVNG THE PLANS FOR APPROVAL BY THE COUNTY. REVISIONS w fwU4 R.C.E. NO. 44560 FOR: W.O. COUNTY ENGINEER COUNTY DATE ry ( �� -� SCALE: y, 1"-4' FILE N0. �/�