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HomeMy WebLinkAbout723-1 GRADING NOTES 1. ALL WORK SHALL A DONE IN ACCORDANCE WITH 7NE CIA7 Of LAKE THE L TEST � TPLAN MUN/dPAL CODE AND APPL/CABLE STANDARDS AND SPEdfICAAONS AND THE LATEST11 ��VVJJ// EDITION OF THE UNIFORM BUSINESS CODE, CHAPTER 33 PRECISE 2. A PERMIT SHALL BE OBTAINED FROM THE ENGINEERING DEPARTMENT, CITY OF (Cj�� (OF LAKE ELSINORE I LAKE ELSINORE,PRIOR TO ANY OPERATION J. THE DEVELOPER AND/OR THE CONTRACTOR SHALL N077FY ALL UPUTY COMPANIES IN TH E AND U.S.A.ALERT(1-800-421-4133)48 HOURS PRIOR TO GRADING. 7� y� p+ g+ /��]yy /g��p�+ g� /77�'�7 /y ,�g c 4. THE CONTRACTOR SHALL NOTIFY 774E CITY ENGINEER/NCI DEPARTMENT AT LEAST Parcel 124 /�/p�p'�th®l Street an Bi eb Street Lake 1t,'�s��O re. UA ® /53® P 24 HOURS N ADVANCE A BEGINNING FY GRADING OPERATIONS �L 1 1 rJL ll L1 1�. 68 9 9�y F 5. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY 774E CITY ENGINEER. 74 6. CUT SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL, UNLESS 26. APPROVED PR07EC77VE MEASURES AND TEMPORARY DRAINAGE PROVISION MUST BE LEGEND y 077,ERWISE APPROVED,AND SHALL BE SHOWN ON THE PLAN. USED TO PR07ECT ADJOINING PROPERTIES DURING THE GRADING PROJECT. L, 2Z APPROVED EROSION PREWNTA77VE DEVICES SHALL BE PROVIDED AND MAINTAINED ASPHALTIC CONCRETE(AC)PAVEMENT GEC boy " 7. FILL SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICA UNLESS v OTHERWISE APPROVED,AND SHALL BE SHOWN ON THE PLAN,AND SHALL NOT HAVE DURING THE RAINY SEASON AND SHALL BE IN PLACE AT THE END OF EACH DAYS WORK. -'oF, 15 LESS THAN 90X RELA 7711E COMPACTION OUT TO THE FINISHED SURFACE. 2y a 18 ALL WORK SHALL CONFORM TO THE CITY AND STATE CONSTRUCTION SAFETY ORDERS BUILDING FLUTPRINT `r 8. FILLS SHALL BE COMPACTED THROUGHOUT TO 9OX DENSITY AS DETERMINED BY - z THE MODIFIED THREE LAYER A.S.T.M. D-1557-70 TEST METHOD. 29. THE LOCATION AND PROTECTION OF ALL UTILITIES IS THE RESPONSIBILITY Of THE LEGAL DESCRIPTION 9. FILL AREAS SHALL BE CLEANED OF ALL VEGETATION AND DEBRIS SCARIFIED,AND PERMITIEE. a PDRTLANB CONCRETE CEMENT(P.C.C) PARCEL 24 OF PARCEL MAP 21297/N THE CITY OF LAKE ELSNORE, 5�'y�oyy y m INSPECTED BY THE GRADING INSPECTOR AND APPROVED SODS TESTING AGENCY PRIOR 30. AN APPROVED SET OF GRADING PLANS SHALL BE ONTHE JOB SAE AT ALL TIMES COUNTY OF RIVERSIDE, STATE OF CALIFORNIA;BEING IN LOT 10 IN SITE u z TO THE PLACING OF FILL. BLOC(A"OF SUBCVISION OF ELSINORE AS SHOWN BY MAP 31. SANITARY FACILITIES SHALL BE MAINTAINED ON 774E SITE FROM BEGINNING 70 LANDSCAPING RECORDED IN BOOK 8 PAGE 377 OF MAPS SAN DIEGO COUNTY f0. ALL FILL MATERIAL SHALL BE CLEAN EARTH. NO FILL SHALL BE PLACED UNTIL COMPLE7ON OF GRADING OPERATION RECORDS PREPARATION OF GROUND 15 APPROVED BY THE SOILS ENGINEER. 32. ALL SLOPES SHALL BE PLANTED AND IRRIGATION FACILITIES SHALL BE PROVIDED FOR PROPERTY LINE Ce ) 11. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS ALL SLOPES IN EXCESS OF 3 FEET VERTICAL HEIGHT WT7HIN 90 DAYS AFTER COMPLETION - EXISTING ITEMS FL FINISH GRAD£ ADDRESS FLNI-S>REFT a� THAN 1/2'PER FOOT FOR MINIMUM OF 3, THEN 1X(MINIMUM) TO FLOWLINE OF OF ROUGH GRADING AND SHALL BE IN ACCORDANCE WITH ORDINANCE NO. 822 PRIOR TO FS = FINISH SURFACE PARCEL 24 M/NIHORN STREET EARTH STALE. THE APPROVAL OF FINAL INSPECTION. ----(100)----- EXISTING CONTOUR FL = FLOV LINE CITY OF LAKE ELSWORE,CALIFORNIA 77fRK S �.T 12 MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1X F CUT OF 33 ANY CONTRACTOR PERFORMING WORK OIN THIS PROJECT SHALL FAMILIARIZE HIMSELF 100 FINISH CONTOUR HP = HIGH POINT FALL SLOPE IS LESS THAN 10',AND 2X IF CUT OR FILL IS GREATER THAN 10' WITH 7HE SI7E AND BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXIS77NG FACILITIES (100.0)G EXISTING GROUND TC = TOP CURB ASSESSORS PARCEL NO. DRAINAGE SWAGES SHALL BE A MINIMUM OF 0.5'DEEP AND CONSTRUCTED A MINIMUM RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH EP = EDGE PAVEMENT FACIL177ES ARE SHOWN ON THESE PLANS ��o 0 o DAYLIGHT LINE R/V= RIGHT-OF-WAY 377-151-044-0 OF 2'FROM 774E TOP OF CUT Of FlLL SLOPES y y - FLDV LINE I = STREET CENTERLINE IJ 34. THE DESIGN ENGINEER SHALL PROVIDE A MINIMUM OF ONE BLUE TOP PER FINISHED! TV = TOP VALL VICINITYMP SLOPES OVER 5'HIGH AOl4Df 5'WIDE BY 1'HIGH BERM OR EQUIVALENT ALONG 774E TOP OF ALL FILL PAD, PRIOR TO ROUGH GRADE APPROVAL SLOPE CUT/FILL T6 = TOP GRATE OWNER: L N1:s RD = ROOF BRAIN ADVANCED INVESTMENTS,AVE VUC ENUE 35. APPROXIMA IE DATE OF., z=za-z=-azazsz EXISTING VALL GB GRADE BREAK 4741 EAST HUNTER AVENNUE,SUITE C 14. PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100 YEAR S70RM FLOWS ALONG BEGINNING OPERATION: APRIL 30,2005 THE TOP OF CUT SCOPES. COMPLETION: SEPTEMBER 30, 2005 PROPOSED RETAINING WALL INN = INVERT AEL(71 CA -92807 8375 CONSTRUCTIONNOTES. PROPOSED GARDEN/SCREEN VALL TG TOP OF GRATE TEL(714)961-8375 15. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE 36. NO ROCK OR OTHER IRREDUCIBLE MA7ERIAL WITH A MAXIMUM DIMENSION GREATER CF CURB FACE CONTACT PERSON:BARNEY BISHOP O1 CONSTRUCT 4'AC OVER 6'CLASS 11 AGGREGATE BASE. 12,,400 SF. PERMITTED. -s-s-s-�-�- UNDERGROUND GAS LINE THAN 3'WALL BE PLACED IN FILLS W71HIN ROADBED AREAS OR 3'OF FINISH GRADES, _____ TP TOP OF PAVEMENT UNLESS THE LOCATION,MATERIALS,AND DISPOSAL METHODS ARE SPECIFICALLY APPROVED - OVERHEAD TELEPHONE LINE L - GRADE O CONSTRUCT 3'AC OVER 4'CLASS lI AGGREGATE BASF 13,800 Sf. 16. A SOILS ENGINEER SHALL BE RETAINED BY THE DEVELOPER, TO SUPERVISE -r-s-s-s-s- UNDERGROUND SEVER LINE DEVELOPER/APPLICANT GRADING AND PROVIDE A FINAL SOILS REPORT WHICH INCLUDES FOUNDATION BY THE SOILS ENGINEER. v-v-v-v-v- UNDERGROUND VAT£R LINE BF = DEEPENED FLOWING O3 CONSTRUCT 6"CURB ONLY PER COUNTY OF RIVERSIDE STD.204, TYPE D: 1,700 LF. - REQUIREMENTS(SUBDIVISIONS)AND EXPANSIVE CHARACIERIS77CS Of THE SOIL 37. 7HE ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND OBTAIN V = VAULT ADVANCED INVESTMENTS UC ® CONSTRUCT 6.5"P.C.C. OVER 6"CASs lI AGGREGATE BASE. 3,900 SFINSPECTION BEFORE APPROVAL. TP = TELEPHONE POLE AC = ASPHALTIC CONCRETE 4741 EAST HUNTER AVENUE,SLIDE C 1Z GRADING CERTIFlCARON BY THE DEVELOPERS CIVIL ENGINEER AND A FINAL P/L = PROPERTY LINE CENTER GIN£ ANAHEIM,CA 92807 O5 CONSTRUCT 6"CURB&GUTTER PER COUNTY OF RIVERSDE SID.200, 10 LF. B COMPACTION REPORT BY A SOILS ENGINEER SHALL BE SUBMITTED TO THE BUILDING FL TEL(714)961-8375 38 A GRADING PERMIT WILL NOT BE ISSUED UN77L ALL RETAINING WALLS ARE APPROVED TSV= TOP 17F STEM VALL TYPE A-6" a AND ENGINEERING DEPARTMENTS PRIOR TO ISSUANCE OF BUILDING PERMITS BY THE BUILDING DEPARTMENT CONTACT PERSON.,BARNEY BISHOP o oo © CONSTRUCT VALLEY GUTTER PER DETAIL ON SHEET G3(SIMILAR). 520 Lf. m 18. THE SOILS ENGINEERING INVESTIGATION DATED JULY 16, 2004 PREPARED BY 39. THIS S/7E HAS OBTAINED A NATIONAL POLLUTION PREVENTION ELIMINATION SYSTEM NOTE THE PERMI7TEE SHALL APPLY TO THE RIVERSIDE COUNTY 7RANSPORTA77ON EARTHWORK ESTIMATES O7 CONSTRUCT HANDICAP RAMP PER A.D.A.REQUIREMENTS&COUNTY 2£A. CONSTRUCTION 7ES77NG&ENGINEERING INC. AND THE ENGINEERING GEOLOGIC (NPDES)PERMIT 70 REGULAIF MUNICIPAL AND INDUSTRIAL STORM WATER DISCHARGES INVESTIGATION DATED JULY 16,2004 PREPARED BY CONSTRUCTION 7ES77NG& NPDES WPIDP 833032486 DATE PERMIT ISSUED. FEBRUARY 17.2005 DEPARTMENT FOR AN ENCROACHMENT PERMIT FOR ALL WORK WITHIN CUT FILL OF RIVERSIDE STANDARD z ENGINEERING,INC, SHALL BE CONSIDERED A PART OF THIS GRADING PLAN,AND THE COUNTY RIGHT-OF-WAY. SHALL BE COMPLIED WITH. 2,800 CY 2,800 CY ® INSTALL HANDICAP SIGN PER ARCH.PLAN. 4 EA. t 19. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT NOAE.• IRO SPECIAL INSPECTIONS ARE REWIRED FOR PARKING LOT PAVING. DIVE AFTER PARKING LOT 0 CY IMPORT/EXPORT O9 PAINT STRIPING&DIRECTIONAL ARROWS PER ARCH.PLANS 1 LOT v� CER77RCA77ON OF BUILDING PAD ELEVATION. WHERE SPECIFIC ELEVATIONS ARE PAVING NOTES SUBGRADE HAS BEEN GRADED AND COMPACTED,AND THE SECOND AFTER TINE CONCRETE HAS BEEN ABOVE FIGURES DO NOT 1NCUDE SHRINKAGE,SUBSIDENCE, f0 PAINT HANDICAP STRIPING PER A.D.A.REQUIREMENTS AND DETAIL ON SHEET 3 1 LOT REQUIRED, THE ELEVATION(WITH RESPECT TO MEAN SEA LEVEL)SHALL BE GIVEN. lF PLACED. PRIOR TO REQUESTING THE RRST INSPECTION; THE PERMIT1EE SHALL SUBMIT A OVER EXCAVATION,AND EXCAVATION FOR FOOTING£ AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE 1) MINIMUM PARKING LOT GRADE SHAD BE 1$ COMPAC77ON REPORT FROM THE SOILS ENGINEER,GER77FYING THE SUBGRADE HAS BEEN COMPACTED 11 PAINT 1-4'WADE WHILE STRIPE 2 FT.APART(TRAFFIC-BEARING) 1 LOT ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN TO AT LEAST 90X OF MAXIMUM DENSITY. THE PERMITTEE SHALL ALSO SUBMIT CER77RC477ON FROM 20. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO 2) MIN/MUM GRADE FOR RIBBON DRAINS SHALL BE 0.35X THE ENGINEER OF RECORD THAT THE SU86RADE HAS BEEN GRADED IN ACCORDANCE WITH THE 12 CONSTRUCT ACC.DRIVEWAY PER COUNTY OF RIVERSIDE SID.NO.207 2 , COMMENCEMENT OF ANY CONS7RUC7/ON/GRADING 3) AN APPROVED SOIL STERILIZER SHALL BE USED ON ALL SUBGRADf SURFACES APPROVED GRADING PLAN. SAWCUT DEMOLISH AND REMOVE EXIS77NG CONC CURB&GUTTER PRIOR 70 PLACEMENT OF PAVING. TOPOGRAPHY B STABILITY CALCULATIONS BWTVULL A FACTOR GAT LEAST PA SHALL BE SUBMITTED SOILS&GEOLOGIST CERTIFICATION TOPOGRAPHIC SURVEY PERFORMED BY- AND13 CONSTRUCT 6"P.C.C.SIDEWALK PER COUNTY OF RIVERSIDE STD. 400,401&402 2,OW SF. A SOILS ENGINEER TO THE BUILDING AND ENGINEERING DEPARTMENTS FOR CUT 4) ASPHALTIC EMULSION(FOG SEAL)SHALL H LT APPLIED NOT LESS THAN FOURTEEN FILL SLOPES OVER 30'IN VERTICAL HEIGHT. DAYS f0U01WNG PLACEMENT OF 774E ASPHALT SURFACING AND SFIACL BE APPLIED UNDVITLE CIVIL ENGINEERS LAND SI/RVfYORS INC 14 CONSTRUCT 4'P.C.C.SIDEWALK WITH 4 X 4'WELDED)WRf MESH RE7NF.(0.04) 600 SF. AT A RATE LE 0.05 GALLONS PER SQUARE YARD,ASPHALT EMULSION 571ALL THIS GRADING PLAN HAS BEEN REVIEWEDJVNE 2004 BY THE UNDERSIGNED AND FOUND 15 SAWCUT AND REMOVE EXISTING CURB&GUTTER. CONSTRUCT VALLEY GUTTER 130 L.F. 22 A FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN CONFORM TO SEC7/0 R,,39 AND 94 OF THE STATE STANDARD SPECTICA DON. 70 BE IN CONFORMANCE WITH THE RECOMMENDA 7701VS AND SPECIRCA770VVS BENCHMARK PER DETAIL ON SHEET G3. ONE FOOT. 5 THE SUBDIVIDER OR CONTRAC70R SHALL APPLY 70 THE RIVERSIDE COUNTY AS OURINED IN THE SOILS AND GEOLOGICAL REPORT PREPARED FOR THIS PRO,E'CT J BENCHMARK: B.M.3-95-55 16 CONSTRUCT ACCESS RAMP PER COUNTY OF RIVERSIDE SOD.NO. 401 1 23. /F STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACE,IT MUST ROAD DEPARTMENT FOR AN£NCROACIMENT PERMIT FOR ALL WORK FOR ALL COLLIER AVE.AND THIRD STREET BE CLEARED,KEYED,AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. WITHIN THE RIGHT-OF-WAY. Entitled., PRELIMINARY GEOTECHNICAL INVES77GA77ON EDEV• 1,270.68 FEET 17 CONS7RUCT 8'P.CC CHANNEL DRAIN WITH G RA71NG(NDS/08 OR£WIV.) 50 LF. PREPARATION SHALL BE PLACED APPROVED BY A REGISTERED SOILS ENGINEER PRIOR 6) TWO SPECIAL INSPECTIONS ARE REWIRED BY THE BUILDING AND SAFETY PROPOSED LAKE ELSINORE INDUSTRIAL CENTER PER DETAIL ON SHEET G3 TO PLACEMENT OF FILL MATERIAL. SLOPES G?£AIER THAN 5:1 ARE REQUIRED TO BE KEYED AND BENCHED. DEPARTMENT..ONE INSPECTION AT THE TIME THE BASE IS PLACED AND THE MINTHORN STREET LAKE ELSINORE, CALIFORNIA 18 CONSTRUCT 4 FT.X 4 FT.SUMP PUMP VAULT(P.C.C) 1 EA, SECOND WHEN 774E AC OR CONCRETE HAS BEEN PLACED. APN 377-151-044-0 BASIS OF BEARINGS: 24. THE SOILS ENGINEER SHOULD INSPECT THE CONSTRUCTION IN THE FOLLOWING INSTALL STORM-WATER SUMP PUMP 1 EA. STSTAGES., 7) THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOS CENTERLINE OF CHANEY STREET ED 19 A. UPON COMPLETION OF CLEARING AND DURING EXCAVATION AND BEFORE WORK AREA,AND THE RELOCATION AND COST OF ALL DOSING U77U7IES PER RS 0/77-78 BEING N4317707-E 20 CONSTRUCT CATCH BASIN/CURB INLET PER COUNTY OF RIWR57DE SID.NO.300 1£A. BACKRLL of ALLUVIAL, CLLUUVIAL AND TERRACED AREAS AND ANY SUBSTRUCTURES THE COUNTY-WALL BE INFORMED 48 HOURS PRIOR TO BEGINNING OF Firm Name: CONSTRUCTION TES77NG AND ENGINEERING, INC. CONSTRUCTION AT(909)955-180q 490 E. PRINCELAND CT., STE. 7 21 CONSTRUCT RETAINING WALL PER STRUCTURAL PLANS(SEPARATE PERMIT). 100 LF. BENCHING AND FILLING OPERATIONS CORONA, CA 91719 TEL. (951) 371-1890 INSTALL 42'GUARDRAIL PER ARCHITECT'S PLANS C. DURING INSTALLATION IF BUTTRESS AND CANYON SUB-DRAINS AND FILTER 8) A COMPACTION REPORT BY THE SODS ENGINEER SHALL CERTIFY 95X ACREAGE MATERIAL. COMPACTION OF BASE FOR A.C.AND 90X COMPACTION FOR CONCRETE PR/OR 22 CONSTRUCT SCREEN WALL PER ARCH)'S PLANS(SEPARATE PERMIT) 310 LF. g D. WHEN ANY UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED DURING TO CALL FOR SECOND INSPECTION AND PLACEMENT OF ASPHALT CONCRETE Dote: JULY 16, 2004 TOTAL SIZE OF CONSTRUCTION STE• fl.70 ACRES AND CONCRETE PAVING TOTAL AREA TO BE DISNRBED: t1.64 ACRES Q CONSTRUCT 6'P.CC.SCAB W11H 4X4 WELDED WIRE MESH RONf.(0.04) 800 SF. 'A CONSTRUCTION p7pFESSp m 9 /F NO PRELIMINARY SODS REPORT IS PROVIDED 70 SPECIFY THE PAVING SECTION, S 24 CONSTRUCT TRASH ENCLOSURE PER ARCHYS PLANS 2£A. u1 25. EROSION CONTROL:ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE ) �`yED G,�O By: S'o �i +a 1 g O 9 THE SDRUCTURAL SECTION SHALL BE THREE INCHES ASPHALT CONCRETE OVER yt (Dn Geotechni I Engineer 8' 25 CONSTRUCT VEHIWLAR SLIDING GA PER ARCHYS PUNS 3 SETS PLANT AT 12'ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES OVER FOUR INCHES CLASS lI AGGREG47E BASE C9� g W No.s17s a z �+ 1.1AR11N E.STEM Date: 0/80106 15'IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLANTED NTHo: N114 i ,/�/�j o� * �' SHEETINDEX 26 CONSTRUCT 4"P.CC.STEP-OUT(SEE SIMILAR DETAIL ON SECTION F-F) 500 SF. APPROVED ARE£$ SHRUBS OR COMBINATIONS THEREOF. SHRUBS SHALL BE PLANTED CERTIFIED .k By., "% AT 10'ON CENTER$ TREE$ 20'ON CENTER,• COMBINATIONS, 15'ON CENTERS UNAUTHORIZED CHANGES&USES " ENGINEERING Eng veering Geologist 'TF°F L`Fp0 SHEET T© INSTALL 2.0 PVC(SCHED 40)PIPE(FROM SUMP PUMP) 450 LF. m SLOPES OVER 3'IN VER77CAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS S GECoLOGIST ,r Date: CA N z by c/ivy e� TB INSTALL 8'®PVC STORM-WATER DRAIN PIPE 40 L.F. z WITH BACKFiOW PREVENTION DEVICES PER U.B.C., CHAPTER 70. CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR 9 e- >fir Fo Gl TITLE SHEET LIABLE FOR, UNAUTHORIZED CHANGES 70 OR USES OF THESE PLANS ALL CHANGES TO THE IT IS A REQUIREMENT OF THESE PLANS THAT ALL WORK DEPICTED HEREON SHALL B£ 29 CONSTRUCT STONE RIP-RAP AND STEEL GRILL COVER AT PIPE 3 EA. PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PR£PAR£R OF THESE PLANS C2 PRECISE GRADING PLAN STAKED BY A LICENSED LAND SURVEYOR AS DEFINED BY THE STALE OF CALIFORNIA. 30 PAINT'NO PARKING'STRIPING FOR SVDING GA IF CLEARANCE 1 LOT FAILURE TO COMPLY WITH THIS REQUIREMENT WILL RESULT IN THE CONTRACTOR BEING G3 SECTIONSANDDETAILS Under round Service Alert NOTICE TO CONTRACTOR HELD FULLY LIABLE FOR ANY ERRORS/N THE DESIGN AND CONSTRUCTION OF THE 31 INSTALL 6 D(4 FT.D(POSED)STEEL BOLLARDS WITH YELLOW11BLACK STRIPING 12 EA O RE IMPROVEMENTS G4 EROSION CONTROL PLAN CONS7RUCTION CON7RACTOR AGREES THAT ACCORDANCE WITH GENERALLY ACCEPTED 32 INSTALL BLUE REFLECTOR AS FIRE H>DRANTLOCAIOR 2 EA BY WORKING FROM THESE PLANS THE CONTRACTOR AND HIS SUBCON7RACTORS Call: TOLL FREE CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL RI REQUIRED TO ASSUME SOLE ACKNOWLEDGE THAT THEY HAVE REVIEWED THESE PLANS THROUGHLY AND CONSTRUCT 42"-HIGH DECORA77VE FENCEIRAIUNG PER ARCHITECTS PLANS 76 LF.AND COMPLETE RESPONSIBILITY FOR JOB SAE CONDITIONS DURING THE COURSE OF UNDERSTAND THE DESIGN INTENT IMPLIED BY THE PLANS THE CONTRACTOR FURTHER 'I-HOO CONSTRUCTION OU THE PROJECT,INCLUDING SAFETY OF ALL PERSONS AND PROPERTY THAT ACKNOWLEDGES MAT ONLY QUALIFIED FIELD PERSONNEL OF THE CONTRACTOR AND CONSTRUCT CURB OUTLET PER COUNTY OF RIVERSD£STD.NO.JW W=2 FT. 10 LF.227-2600 THIS REQUIREMENT SHALL S7 MADE TO APPLY CONTINUOUSLY AND NOT BE FENDED D NORMAL SUBCONTRACTOR ARE 70 BE UTILIZED IN IMPLEMEN77NG THE ENGINEERS DESIGN INTENT. WORKING HOURS AND CONSTRUCTION CONTRACTOR FURTHER AN AGREES TO DEFEND,INDEMNIFY FURTHER THE CON7RACT0R ACKNOWLEDGES THAT HIS FIELD PERSONNEL FULLY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL CT EXC,REAL IA ALLEGED, UNDERSTAND THE DESIGN INTENT OF THESE PLANS TWO WORKING DAYS BEFORE YOU DIG AR19NG FROM THEOLE NEGLIGENCE OF DESIGN PROFESSIIN CONNEC7701V WITH THE PERFORMANCE OF WORK ON IONALROJ£CT,EXCEPTING LIABILITY WDID No.833C332486 \ MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED UNDER THE SUPERVISION OR RCFEss10 CITYOFLA"ELSINORE SHEET Gl \APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE �o pt N,sA kq( LAWS AND A PERMIT CAN BE ISSUED. e ko F M. [M �Y S���Or PRECISE GRADING PLAN 4 RC.E.N0:44180 KURT SEXON DATE °' NO. 44180 m TITLE SHEET OF A BENCH MARK: LAKE ELSINORE IlVDUSTRLIL EXP.DATE:6/30/2005 E.P.S/so/os �� SCALE: N/A KEN A. SEUMALO, RCE No. 56915 DATE SAXONENGINEERINGSERVICES �''+r civil �P B.M.B-95-55 Parce124]Wnthorn St.&Birch St. FILE No. 1030CALLESOMBRA,SUITEA-2,SANCLEMENTE,CA 92673 CITY ENGINEER forcALXFO� �= COLLIER AVE AND 3R0 ST. APN. .�. �,�. ,�� ro�r •377-151-044-0 nr