Loading...
HomeMy WebLinkAbout642-1 i GRADING NOTES.* I i. ALL WORK SHALL BE DONE IN ACCORDANCE WITHAN THE CITY LAKE EL ORDINANCES N0. 801 AND 882 AND PRECISE GRADING PLANS APPLICABLE STANDARDS AND SPECIFICATIONS AND THE LATEST OF THE EDITION OF THE U.S.C., APPENDIX CHAPTER 33.. I 2. A PERMIT SHALL BE OBTAINED FROM THE ENGINEERING DEPARTMENT, CITY OF LAKE ELSINORE, PRIOR TO ANY MISSION TRAIL OPERATION. 3. THE DEVELOPER AND/OR THE CONTRACTOR SHALL N077FY ALL UTILITY COMPANIES AND U.S.A. ALERT(I-800-422-4133) F 0 R 48 HOURS PRIOR TO GRADING. 4. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT A LEAST 24 HOURS IN ADVANCE OF BEGINNING GRADING OPERATIONS B LU E LAKE 2 INDUSTRIAL CENTER 5. DUST SHALL BE CONTROLLED BY WATERING OR 07HER METHODS APPROVED BY THE CITY ENGINEER. CITY O F LAKE E L S I N O R E CALIFORNIA 4� 6• CUT SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO I VERTICAL, UNLESS 07HERMSE APPROVED, AND SHALL BE SHOWN ON THE PLAN. 7 FILL SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL, UNLESS 07HEMSE APPROVED, SHALL BE SHOWN CEREAL STREET ya ON THE PLAN, AND SHALL NOT HAVE LESS THAN 9OX RELA77VE COMPACTION OUT TO THE FINISHED SURFACE. I 9 8• FILLS SHALL BE COMPACTED THROUGHOUT TO 909 DENSITY AS DETERMINED BY THE MODIFIED 7HREEE LAYER A.S.i:M. D-1557-70 TEST METHOD. .h 9. FILL AREAS SHALL BE CLEANED OF ALL VEGETA770M AND DEBRIS, SCARIFIED AND INSPECTED BY THE GRADING INSPECTOR AND ----------------------r-- VICINITY MAP �• � APPROVED SOILS 7ES77NG AGENCY PRIOR TO THE PLACING OF FILL. „rt +t,!'°?.r ) i P! 11 !I, t6 ll rl I NOT TO SCALE u 10. ALL FILL MATERIAL SHALL BE CLEAN EARTH. NO FILL SHALL BE PLACED UN77L PREPARATION OF GROUND IS APPROVED BY THE - SOILS ENGINEER 11. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/2"PER FOOT FOR A MINIMUM OF 3; I - THEN 1X MINIMUM TO FLOWLINE OF EARTH SWALE. 12. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 19 IF CUT AND FILL SLOPE IS LESS THAN 10, AND,2X IF CUT AND FILL IS GREATER THAN 10: DRAINAGE SWALES SHALL BE A MINIMUM OF 0.5'DEEP AND CONSTRUCTED A MINIMUM OF 2' II CONSTRUCTION NOTES AND ESTIMATED QUANTITIES* FROM THE TOP OF CUT OR FILL SLOPES. ---� - ' I I NO DESMPRLW war auANnnEs 13. PROVIDE 5' WOE BY 1'HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5'HIGH. p I I O INSTALL X"A.C.OVER X"A.B.(3"A.0 OVER 85'A.B.OR J"A.0 OVER 12'A.B.PER SOILS REPORT) SF 116,604 14. PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100 YEAR STORM FLOWS ALONG THE TOP OF CUT SLOPES. ' O CONSTRUCT 6"CURB AND GUTTER(TYPE A-6)PER COUNTY OF RIVERSIDE STANDARD PLAN NO.200 LF 1,006 IS. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. _ I P,I I 3Q CONSTRUCT 6"CURB ONLY(TYPE D) PER COUNTY OF RIVERSIDE STANDARD PLAN NO 204. LF 4,920 CONS7RUCT 4'WIDE V-GUTTER PER DETAIL ON SHEET 2 LF 1,544 16, A SOILS ENGINEER SHALL BE RETAINED BY THE DEVELOPER, TO SUPERVISE GRADING AND PROIVDE A FINAL SOILS REPORT WHICH _ (I INCLUDES FOUNDATION REQUIREMENTS(SUBDIVISIONS)AND EXPANSIVE CHARATER/ST/CS OF THE SOIL. 0i I SO CONSTRUCT V'CHANNEL PER DETAIL ON SHEET LF 51 --- ---- ' ° _ ` © CONSTRUCT CURB OPENING PER DETAIL QV SH£fT 2 LF X 17. GRADING CER7IFICA710N BY THE DEVELOPER'S CIVIL ENGINEER AND A FINAL COMPACTION REPORT BY A SOILS ENGINEER SHALL BE --- - --�. ii�. i �� � ; SUBMITTED TO THE BUILDING AND ENGINEERING DEPARTMENT PRIOR TO ISSUANCE OF BUILDING PERMITS - /,r /�i/' i/, ��i /:I :y 7 CONSTRUCT 4'THICK CONCRETE SIDEWALK PER COUNTY OF RIVERSIDE STANDARD PLAN 80.401. SF 9,971 18. THE SOILS ENGINEERING INVES77GA77ON DATED 6-27-02 PREPARED BY ENGEN CORPORATION "'`!�f/ '�i`" 8 CONSTRUCT CURB RAMP"CASE A'PER COUNTY OF RIVERSIDE STANDARD PLAN NO.. 40S EA 2 AND THE ENGINEERING GEOLOGIC INWS77GA77ON DATED 6-27-02 PREPARED BY ENGEN CORPORA770N, SHALL BE 9Q CONSTRUCT CROSS-GUTTER PER COUNTY OF RIVERSIDE STANDARD PLAN NO.209. SF 1,072 CONSIDERED A PART OF THIS GRADING PLAN, AND SHALL BE COMPLIED WITH. INDEX MAP 0 REMOVE EXISTING CURB AND GUTTER LF 136 19, A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING PAD ELEVATION. WHERE 17 SAWCUr REMOVE AND REPLACE£MS77NG A.C.PAVEMENT. SF 136 SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION(WITH REPECT TO MEAN SEA LEVEL)SHALL BE GIVEN. lF AN ELEVATION WITH SCALE: 1"--100'RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN 2 CONSTRUCT BMP SWALE PER DETAIL ON SHEET 2 SF 2,046 20.ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. *DUANWES S10.ARE TOR ESnunnNO PMPOSES OILY.CONMAcrae IS TO CALCDLATE His OW DUANnnES AND No A COUPLET£XJB. O 21. STABILITY CALCULA77ONS WITH A FACTOR OF AT LEAST 1.5 SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE BUILDING AND ENGINEERING DEPARTMENTS FOR CUT AND FILL SLOPES OVER 30'IN VERTICAL HEIGHT. "-� 7 � _ 22.A FINAL COMPACT70N REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. z a 23.IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS BE PLACED, IF MUST B DEVELOPER SOILS ENCINEER CLEARED, KEYED, AND BENCHED INTO FIRM ALESCO DEVELOPMENT COMPANY,LLC EnGEN Corporation C NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL 8E APPROVED BY A REGISTERED SOILS ENGINEER PRIOR 70 PLACEMENT OF 21021 VENTURA BLW..,SUITE 300 41607 Ente nse Circle North,Suite 1 FILL MATERIAL. SLOPES GREATER THAN 5:1 ARE REQUIRED TO BE KEYED AND BENCHED. WOODLAND HILLS, CA. 91J64 Temecula, Co. 92590 N 03 24.THE SOILS ENGINEER SHOULD INSPECT THE CONSTRUCTION IN THE FOLLOWING STAGES: 818-883-9665 PHONE: 909-296-22JO I N m ST REPORT, GEOIECHNICAL FEASIBILITY REPORT A. UPON COMPLE7ION OF CLEARING AND DURING EXCAVA71ON AND BEFORE BACKFILL OF ALLUVIAL, COLLUVIAL AND TERRACED AREAS DATE.• AND ANY SUBSTRUCTURES. B. DURING ALL ROUGH GRADING OPERA77ONS INCLUDING PRE-COMPACTION, BENCHING AND FILLING OPERATIONS. C. DURING INSTALLA77ON OF BUTTRESS AND CANYON SUB-DRAINS AND FILTER MATERIAL. D. WHEN ANY UNUSUAL GRADING COND177ONS ARE ENCOUNTERED DURING CONSTRUCTION. 25.EROSION CON7ROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT 12'DN CENTERS OR ANO:NfR APPROVED GROUND COVER. SLOPES OVER 15'IN VERTICAL HEIGHT, IN ADDIT70N TO GROUND COVER, SHALL BE PLANTED W77H APPROVED TREES, SOURCE OF TOPOGRAPHY SHRUBS, OR COMBINA77ON THEREOF. SHRUBS SHALL BE PLANTE AT 10'ON CENTERS; TREES 20'ON CENTERS COMBINA7TONS 15' ON CENTERS. SLOPES OVER 3'IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGA77ON SYSTEMS WITH BACKFCOW PREVENTION FIELD SH07S TAKEN., DEVICES PER U.P.C. AUGUST,2003 26.APPROVED PR07EC71VE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPER77ES DURING \�Y THE GRADING PROJECT. 27.APPROVED EROSION PREVENTA77W DEVICES SHALL BE PROVIDED AND MAINTAINED DURING THE RAINY SEASON AND SHALL BE IN PLACE EARTHWORK QUANTITIES.- AT THE END OF EACH DAYS WORK. CUT 4000 C. FILL: 4000 C.Y - 28.ALL WORK SHALL CONFORM TO THE CITY AND STATE CONS7RUC77ON SAFETY ORDERS. 29.THE LOCA77ON AND PROTECTION OF ALL UTILITIES IS THE RESPONSIBILITY OF THE PERMITEE. APN.370-050-002,370-050-012 30.AN APPROVED SET OF GRADING PLANS SHALL BE ON THE JOB SITE AT ALL TIMES. LEGEND: ADDRESSES 3187531883 CORYDON STREET o 31. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SIZE FROM BEGINNING TO COMPLE170N OF GRADING OPERATION. CL = CENTERLINE M EG = EXISTING GROUND 32.ALL SLOPES SHALL BE PLANTED AND IRRIGATION FAClL177ES SHALL 8f PROVIDED FOR ALL SLOPES IN EXCESS OF 3 FEET VERTICAL HEIGHT EP EDGE OF PAVEMENT WITHIN 90 DAYS AFTER COMPLETION OF ROUGH GRADING AND SHALL BE IN ACCORDANCE WITH ORDINANCE NO. 882 PRIOR TO THE APPROVAL OF FINAL INSPECTION. FH = FIRE HYDRANT 0) L) FL = FLOW LINE s 33.ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE S17F AND BE SOLELY RESPONSIBLE FOR ANY FS - FINISHED SURFACE N (Z DAMAGE TO EXISTING FACIL177ES RESUL77NG DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN MH - MANHOLE „ ON THESE PLANS. PL = PROPERTY LINE D7 tn 34.THE DESIGN ENGINEER SHALL PROVIDE A MINIMUM OF ONE BLUE TOP PER FINISHED PAD, PRIOR TO ROUGH GRADE APPROVAL. PP = POWER & TELEPHONE POLE SMH = SEWER MANHOLE a 35.APPROXIMATE DATE OF., BEGINNING OPERA TION:9J-04 TC = TOP OF 6" CURB COMPLETION. 07-04 ppDfESSh., WM = WATER METER WV - WATER VALVE 36. NO ROCK OR 07HER IRREDUCIBLE MATERIAL K17H A MAXIMUM DIMENSION GREATER THAN 3" WILL BE PLACED IN FILLS WITHIN ROADBED AREAS OR 3' X 1417.4 = SPOT ELEVATION OF FINISH GRADES UNLESS THE LOCA77ON, MATERIALS, AND DISPOSAL METHODS ARE SPECIFICALLY APPROVED BY THE SOILS ENGINEER. N.42465 5.20 FL /Oa * - SPOT ELEVATION FOR POINT DESCRIBED 37. THE ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND OBTAIN INSPECTION BEFORE APPROVAL.': Ems.3/31 38. GRADING PLANS WILL NOT BE APPROVED UNTIL ALL RETAINING WALLS ARE APPROVED BY THE BUILDING DEPARTMENT.�' W,O.1.D.# 833✓300399 Underground Service Alert", REVISIONS PREPARED UNDER 7HE S P WS7CYV OF.' PREPARED BY CITY OF LAKE E LS I N O R E ejFOR r 6 25 Jensen &Associates OIeENDIN.M.•L.D.11ING•LAND suMmNO PRECISE GRADING PLAN Call: TOLL FREE DON LETEY, R.CA 42465 DATE 1 1 -800 RfG. EXP. 3-31- jlkl- 1487WoaHaleLane-Nverside,CA 92506•(909)780-1829•FAX(9D9)780.1629 BLUELAKE 2 INDUSTRIAL PARK o� 422-413 3 MtSE PLANS HAVE BEEN RENEWED FOR COMPUANCE W17H THE APPROPRIATE CONDI7705 SCALE BENCH MARK INDUSTRIAL PROJECT NO. 1-2003-03 OF DEVELOPMENT AND OR CITY AND STATE LAWS AND A PERMIT CAN BE ISSUED. RIVERSIDE COUNTY BENCHMARK EL-4-80: 2 TWO WORKING DAYS REF DESCRIP77ON BY APPR DATE /� 1 1/2"ALUMINUM CAP IN 6'CONC.COLLAR �- If. A-..er oi�•�f DATE. BEFORE YOU DIG 0.7 MI.SW FROM INT.OF CORYDON STREET AND MISSION DESIGNED BY: I DRAWN BY. KEN A. SEUMALO, CITY ENGINEER DATE TRAIL,100'NW OF C.L.CORYDON ST. CHECKED BY.' PRO,L MGR.: R.C.E. NO. 56915, REG. EXP. 6130105 6-25-04 ELEV.1265.00 W;O. FOR, Fig- ME No.