Loading...
912p_grPAVING NOTES t MINIMUN PARKING LOT GRADE SHALL BE l%. a MINIMUM GRADE FOR RIBBON GUTTERS SHALL BE 0.35%. 3, AN APPROVED SOIL STERILIZER SHALL BE USED. ON ALL SUBGRADE SURFACES PRIOR TO PLACEMENT OF PAVING. 4 ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN FOURTEEN DAYS FOL -OWING PLACEMENT OF THE SAPHALT SURFACING AND SHALL BE APPLIED AT A RATE OF 0.05 GALLONS PER SQUARE YARD, APHALT EMULSION SHALL CONFORM TO SECTIONS 37, 39 AND 94 OF THE STATE STANDARD SPECIFICATIONS. 5. THE SUBDIVIDER OR CONTRACTOR SHALL APPLY TO THE RIVERSIDE COUNTY ROAD DEPARTMENT FOR AN ENCROACHMENT PERMIT FOR ALL WORK WITHIN COUNTY RIGHT-OF-WAY. 6, THE SPECIAL INSPECTIONS ARE REQUIRED BY TYPE BUILDING AND SAFETY DEPARTMENT. ONE INSPECTION AT THE TIME FILE BASE 15 PLACED AND THE SECOND WHEN FEE A G OR CONCRETE HAS BEEN PLACED. 7. INFORMED 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION AT 905-275-1800. AREA AND RELOCATION AND COST OF ALL EXISING UTILITIES. THE COUNTY SHALL BE THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK 8, INSPECTION AND PLACEMENT OF ASPHALT CONCRETE AND CONCRETE PAVEING BASE FOR AQ AND 9a% COMPACTION FOR CONCRETE PRIOR TO CALL FOR SECOND A COMPACTION REPORT BY A SOILS ENGINEER SHALL CERTIFY 95% COMPACTION OF 9. IF NO PRELIMINARY SOILS REPORT IS PROVIDED SPECIFYING THE PAVING SECTION; THE STRUCTURAL SECTION SHALL BE THREE INCHES ASPHALT CONCRETE AND FOUR INCHES CLASS II AGGREGATE BASES. ESTIMATED EARTHWORK QUANTITIES Existing o ph k ponernent Existing 1 contour Eishng 5 contour Existing ground elevation Proposed Curb Proposes Curb & Gutter - - Proposes Flowlne on fn shea surface -- Grade Break in finished surtose —= Proposed Storm Drain Propeaee ack, add all of now you entered Surface DIGALERT DIAL TOLL FREE /� 1--800-227-211�Ll�J, AT LEASE Trio oqn SFAS TALI DIG 0 TO BANNING _._ 6Evwal£ PRIME 10 FREEWAY - WESTBOUND MAIN STREET OUTCOME, CABAZON MIND, STREET GRADING CONSTRUCTION NOTES U/ Construct 6" curb and gutter per Riverside County Bid. 201 L/ Construct 4' Gross gutter, modified Riverside County Std 209 Construct 6" concrete curb per Riverside County Std 204 Construct concrete sidewalk, width varies, per Riverside County Std, 401 Construct concrete access lomp per Riverside County Std 403 Place AS pavement over class 2 aggregate base. See sells report for thickness- Overlay existing AS pavement �8 Construct retaining wait heart wardes, see retaining wall plops fur typical sections. Construct 4" DEC storm drain. location and slope as shown - 1n Construct Brooks Products 2424 catch bash. 00r equal) aProtect In place 12 Remove all e ting trees, infloss omerinse Three_ 13 Remove all pr5be9 retaining walls, unless otherwse noted. 14 Remove ex[iting light. 15 Remove existing fence: 16 Remove all unctn9 pavement, unless ethetwlsa note0. 17 Remove existing structure 18 Strip parking 05 showr- rg Handmap oorknq saahe 2� Paint curb Fee o n mark "NC PARKIN(+.- FIRELANE'' 2l Construct blockwall tragi, aclousure 0/ Co.ritruat catch board cad down FDA, per Section A on treat 2 1`3 Tonstrud pirkwhy iYoln per TV Co. Std. 303, modified with 5' spillway above. P 9 Po -O s E, Erg oo ve � s SHEET NO FILL SFIAU_ BE PLACED ON EYIE`NG GROUND UNTIL THE GROUND HAS BEEN CUT 10, FILL PRROJECT F STEEP SLOPING $BRAIN OCCURS UPON AHICH FILL IS -0 PLACED, IT MUST _ SITE Raw Volume 3'.400 CY 11,000 GY 'TEs PLACEMENT OF FILL MATERIAL. I Subexeavation (S) YB4VG CY 19,400 CY nfill SuAadrvme (0.10') 15. - 60C CY Al EXETING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO �f.'EllU a; wfepl no 2 Sabtota. 22,800 CY 31,000 CY AC Asphalt Concrete pavement Shrinkage (20% et cut subtotal) STABILITY CAICULPLONS WITy A RADLER OF A` LEAST ONE AND FIVE TENTRS - 6 SOGGY (' 5) SEAL_ BE SUBMITTED BY A SOILS ENGINEER TO THE BUILDING AND SAFETY BC Begin Curve Total 22500 OY 37.200 CY CERTIFCAT ON OF 9mLDING'PAD ELEVATION- WHERE SPECIFIC ELEVATIONS BOR Begin curt. return ARE REQUIRE, THE ELEVATION (WiTP RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. :F AN ELEVATION WHY RESPEC TO ADJACENT GROUND SURFACE IS BAR Begin vertleal curve r9 Import PFAFF CV AT 12' ON CENTERSR ANOTHER AFPROVEO GROUND COVrR. SILOPES 2VER 13' C&G Curb As Gutter APPROVED TREES s RJSS CR COMBINATION TH REGF SHRUBS SHALL BE PLANTED AT 10 ON CONFERS. REES 20' ON CENTER, COMBINATIONS, 15' ON CENTERS - CL Centerme LOPES OVER 4 N VERTCAL EEGH. SHALL HAVE PERMANENT IRRIGATION SYSTEMS WILL BACKFLOW PREVENTION DEVICES PER UPC CHAPTER 10- 20 D/W Driveway THAN O5' PER rOT FOR A MINM'JM OF 3 FEET 21 No OBSTRI:CTON OF FLOOD PLA. NS OR NATURAI. WATER COURSES SHALL BE PREMITTED. EC End urve , To COMMENCEMEN- OF AN' CONSTRUCTION OR GRADING- PER End curb return Be EVC End vertical curve ' MOR N 0 E% Existing Iso BeED AN FF F' Ned FlaE G TO BANNING e "2 BSER , FL FI SITE FS Finish surface SEMIN OLE DRIVE 10. FREEWAY - WESTBOUND MAIN STREET 10 �FEEWAY - EASTBOUND Grade Beak OFFRAMP - HP High Pu,t Fxii TID s, TIP INT Centerfine Intersection MVC Middle ertaal curve TO Top Of curb TF Top of wall Footing 1� TW Top of Wall REDA Right of Way line MPI Vertical P t- f Intersection Existing o ph k ponernent Existing 1 contour Eishng 5 contour Existing ground elevation Proposed Curb Proposes Curb & Gutter - - Proposes Flowlne on fn shea surface -- Grade Break in finished surtose —= Proposed Storm Drain Propeaee ack, add all of now you entered Surface DIGALERT DIAL TOLL FREE /� 1--800-227-211�Ll�J, AT LEASE Trio oqn SFAS TALI DIG 0 TO BANNING _._ 6Evwal£ PRIME 10 FREEWAY - WESTBOUND MAIN STREET OUTCOME, CABAZON MIND, STREET GRADING CONSTRUCTION NOTES U/ Construct 6" curb and gutter per Riverside County Bid. 201 L/ Construct 4' Gross gutter, modified Riverside County Std 209 Construct 6" concrete curb per Riverside County Std 204 Construct concrete sidewalk, width varies, per Riverside County Std, 401 Construct concrete access lomp per Riverside County Std 403 Place AS pavement over class 2 aggregate base. See sells report for thickness- Overlay existing AS pavement �8 Construct retaining wait heart wardes, see retaining wall plops fur typical sections. Construct 4" DEC storm drain. location and slope as shown - 1n Construct Brooks Products 2424 catch bash. 00r equal) aProtect In place 12 Remove all e ting trees, infloss omerinse Three_ 13 Remove all pr5be9 retaining walls, unless otherwse noted. 14 Remove ex[iting light. 15 Remove existing fence: 16 Remove all unctn9 pavement, unless ethetwlsa note0. 17 Remove existing structure 18 Strip parking 05 showr- rg Handmap oorknq saahe 2� Paint curb Fee o n mark "NC PARKIN(+.- FIRELANE'' 2l Construct blockwall tragi, aclousure 0/ Co.ritruat catch board cad down FDA, per Section A on treat 2 1`3 Tonstrud pirkwhy iYoln per TV Co. Std. 303, modified with 5' spillway above. P 9 Po -O s E, Erg oo ve � s SHEET NO FILL SFIAU_ BE PLACED ON EYIE`NG GROUND UNTIL THE GROUND HAS BEEN 4 10, IT PRROJECT F STEEP SLOPING $BRAIN OCCURS UPON AHICH FILL IS -0 PLACED, IT MUST _ SITE Trx SHEET PREPARATION SEAL_ BE APPROVED BY A REGISTERED ENGINEER PRIOR TO MaRwNh 'TEs PLACEMENT OF FILL MATERIAL. I T CURRING ROUGH GRADING OP£PiATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT aEsmvnmmM r.>Skl9 ! DRAINAGE STRUCTURES TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED nfill 15. CJS SHALL BE CONTOLED BY WATERING OR OTHER APPROVED METHODS tl SHEET Al EXETING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO a; wfepl no 2 FUNCTION- ESPECIA!I DURNING STORM CONDITIONS PROTECTIVE MEASURES AND TEMPORATY DRAINAGE PRCVIS13NS MUST BE USED TO PROTECT ADJOINING S,EMIN©LE DRIVE PROPERTIS DURING GRADING OPERATORS. State Highway MAIN STREET OFFRAE7P E 10 FREEWAY EASTBOUND TO PALM SPRINGS INDEX MAP 111=200' N ki 111=200' GRADING NOTES 1. ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE. CHAPTER 33. AS AMENDED By ORDINANCE 457. 2, MINIMUM BUILDING PAD AND DRAINAGE SWA.E SLOPE SHALL BE 1% IF GUT OR. FILL IS LESS THAN 10, 2% IF CUT OF RLL S GREATER THAN 10'. DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A IINIMLIM OF 2' FROM THE 70P OF CUT OR FILL SLOPES. 3, MAXIMUM CUT AND FILE SLOPE = 2:1 C PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL SLOPES OVER S HIGH. 5 ALL GRADING SHALL BE DONE UNDER LEE SUPERVISION OF A COMPETENT SOILS ENGINEER WHO SHALL CERTIFY -HAT ALL FILL HAS BEEN PROPERLY FLAMED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS OVER '; DEEP. 6- A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE BUILDING AND SAFETY DEPARTMENL WRITTEN CERTIFICATION THAT ALL COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TA ISSUANCE OF THE BUILDING PERMIT CERTIFICATION SHALL BE To LINE, GRADE, ELEVATION AND 'LOCATION OF CJT/FTLL SLOPES. 7, PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100 YEAR Q STROM FLOWS, ALONG TOP OF CUT SLOPES. 8. FINAL COMPACTION REPORT WILL HE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. 9, ALL GRADING SHALL BE IN CONFORMANCE WIFE RECOMMENDATIONS OF THE PREJMINAPy SOILS NVES'GATION BY GEOSCILS, INC, DATED 1 -Bi TWO SETS OF TYPE FINAL COMPACTON REPORT SHALL BE SUBMITTED TO THE BUILDING AND SAFE'Y DEPARTMENT STILL SHALL INCLUDE FOUNDAi10N DESIGN RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAD BEEN DONE IN CONFORMANCE Mi THE RECOMMENDATrONS OF THE PRELIMINARY SOILS REPORT, C3 THE CONTRACTOR SHALL NOTIFY THE DISTRICT BUILDING AND SAFETY DEPARTMENT AT LEAST 24 HOOKS IN ADVANCE REQUESTING FINISH LOT GRADING AND DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL NSPECTION FOR -ACT PAD IF CUT SLOPES EQUAL TO OR GREATER THAN 3' W HEIGHT AND FILL SLOPES EQUAL TO OR GREATER THAN 3 I VERTICAL HEIGHT SHALL BE PLANTED WITH GRASS OR GROUND COVER TO 'ROTECT THE SLOPE FROM EROSION AND INSTABILITY IN ACCORDANCE WIN ORDINANCE NO. 457 PRIOR TO THE APPROVAL OF FINAL 'NSPECTION. 12. NO FILL SFIAU_ BE PLACED ON EYIE`NG GROUND UNTIL THE GROUND HAS BEEN C.FARED OF WEEDS, DEBRIS TOPSOIL, AND OTHER OELETERIOUS MATERIAL. 13- F STEEP SLOPING $BRAIN OCCURS UPON AHICH FILL IS -0 PLACED, IT MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT PREPARATION SEAL_ BE APPROVED BY A REGISTERED ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. 14. CURRING ROUGH GRADING OP£PiATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE STRUCTURES TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO PREVENT PONDING WATR AND DAMAGE -0 ADJACENT PROPERTIES.. 15. CJS SHALL BE CONTOLED BY WATERING OR OTHER APPROVED METHODS 16. Al EXETING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION- ESPECIA!I DURNING STORM CONDITIONS PROTECTIVE MEASURES AND TEMPORATY DRAINAGE PRCVIS13NS MUST BE USED TO PROTECT ADJOINING PROPERTIS DURING GRADING OPERATORS. -7 STABILITY CAICULPLONS WITy A RADLER OF A` LEAST ONE AND FIVE TENTRS (' 5) SEAL_ BE SUBMITTED BY A SOILS ENGINEER TO THE BUILDING AND SAFETY DEPARTMEN- FOR CUT AND FILL SLOPES OVER 30 IN VERTICAL HEIGHT, 16. A REGISTERED CIVIL ENGINEER OR UWNSED LAND SURVEYOR SHALL SUBMIT CERTIFCAT ON OF 9mLDING'PAD ELEVATION- WHERE SPECIFIC ELEVATIONS ARE REQUIRE, THE ELEVATION (WiTP RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. :F AN ELEVATION WHY RESPEC TO ADJACENT GROUND SURFACE IS REQUIRED, ^HE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. r9 ROSION CONTROL ALL GRA EC SLOPES SHALL BE PLANH_D NTH TESTA ICE PLAN AT 12' ON CENTERSR ANOTHER AFPROVEO GROUND COVrR. SILOPES 2VER 13' IN VERTICA'_ HEIGHT N ADSTON C GROUND COVER SHALL 5E PLANTED WITH APPROVED TREES s RJSS CR COMBINATION TH REGF SHRUBS SHALL BE PLANTED AT 10 ON CONFERS. REES 20' ON CENTER, COMBINATIONS, 15' ON CENTERS - LOPES OVER 4 N VERTCAL EEGH. SHALL HAVE PERMANENT IRRIGATION SYSTEMS WILL BACKFLOW PREVENTION DEVICES PER UPC CHAPTER 10- 20 FINISH GRADE SHAT' BE SLi AWAY FROM ALL EP*EKOP WALLS AT NOT LESS THAN O5' PER rOT FOR A MINM'JM OF 3 FEET 21 No OBSTRI:CTON OF FLOOD PLA. NS OR NATURAI. WATER COURSES SHALL BE PREMITTED. 22 ALL PROPERTY CORNERS SEAL_ BE CLEARLY DELINEATED IN THE FIELD PRIOR To COMMENCEMEN- OF AN' CONSTRUCTION OR GRADING- Be ' MOR N 0 Iso BeED AN G TO BANNING e "2 BSER , SITE W o SEMWOLE DRIVE SEMIN OLE DRIVE 10. FREEWAY - WESTBOUND MAIN STREET 10 �FEEWAY - EASTBOUND OFFRAMP - TO PALM SPRINGS CA CABAZON MAIN STREET VICINITY MAP TOWNSHIP 3 SOUTH, PRINCE 2 EAST, SECTION 9 NOR l 1"=4061 NOE APEK container} within these plans shall not commence until on encroachment permit ri or grading permit hos been Issued. APPROVAL VAL[ALL FOR g"` �"` RICHARDS MUETING WILKES PLOT PLAN N0. 14522 SHE1714G F A IN I IN Lss29 Ri�eT6;d nMe�psie`+sNa COUNTY OF RIVERSIDE ff 1 Riverside CA 9SCHEDULE "E" c N ao6 se e' P BY GALE 3-97 Ph (9 W) DFox BOlO F (909) 276-8013 DAs The DAM 6Y � GRADING PLAN TITLE SHEET And �o MARK A=Ee. bqW mwxEp er �qL. E'S scuE Elevat 1792391 Nrn a E c OF (/v>EO MICHAEL a MUEnNc P E. 9E"IARK FEE RweFR o WNA,W, ao one r.. y A. p p a by NCNEER REM9aNs GouNn bATE DATE Fna 3 l P EHOS r e Ts S.B. ILAN P. 'WILE BE9CNFD BY Hitt NN BY aMECKEa 9Y RCE HD 35165 E%P. ATE 9 l0 99 11 �9e LET 8 No m rood 4 ISENT MKA Poross ip Gg1E IN ]@.Q 2' RETAINING WALLS AT SPILLWAY 50 Ae a • — 5 6 X 9N 60" W.9E 2 ApARbWAY MAIN £'..1 MIN.SLOaE 5 LEO 2R SIOPE SPILLWAY O 2 — �CTCMICl/AMI 0ACIIJ =r TVMI DIGALERT (m DIAL TOLL 1--AT800--227-2600M AT L 96pE 1LU pC SEE SHEET 3 p 4pN f V T OF SU, �A °`° � APPROVAL s" RICHARDS MUETING WILKES COUNTY OF RIVERSIDE �[ L A Y I & EN NEEP«° PLOT PLAN NO. 14522 4 y2 6529 Riverside Ave-, Ste. 115 Rivers de, CA 92506 - oDAM °ry (909) 2J6-8010 F (909) 276-8013 4 IIIl� GRADING PLAN We v..al. eFE BY Near ArzPa_ wT€ oeecxm BY �?4 @cuE EY va6o 1192.391 me aamc� ENGINEER RimslaNs 909NT' L c rptr - IwASL tL uurnNe, of Y' = 20' BENdIMMK �I, eek Pn a o a[s b.la, rd n..re th a her AMI er DAM oA2 ne 5 / ! Svs� td C C 3 Se: alFNi. DAIS DESDNE9 By DRAM By (NECKED By I R.GE. rvo. aslfis P, oaE a 99 99 150 E/0 emdAroy.Proad hack Pl➢i DAM 7-24-97 912—/