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HomeMy WebLinkAbout636-1 I CITY OF LAKE ELSINOREi GRADING NOTES PRECISE I - C PLAN 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF LAKEINDUSTRIAL ® jELSINORE ORDINANCES N0. 801 AND 882 AND APPLICABLE STANDARDS AND SPECIFICATIONS AND THE LATEST EDITION OF THE U.B.C., APPENDIX 6 CHAPTER 33. PARCEL ® L 21297 yT 2. A PERMIT SHALL BE OBTAINED FROM THE ENGINEERING DEPARTMENT, CITY 11�1];�p' /lt@���mPM AQ OF LAKE ELSINORE, PRIOR TO ANY OPERATION. , yoRy 3. THE DEVELOPER AND /OR THE CONTRACTOR SHALL NOTIFY ALL UTILITY S COMPANIES AND U.S.A ALERT(1-800-422-4133) 48 HOURS PRIOR TO GRADING NOTES(cont'd) r SITE I 0 GRADING. �' o D ---CDttIE�7-----AVENl7�""` ,�. Z 4. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT AT LEAST 25, EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSES -- - - ------------------------ --------I------- `� �� g 24 HOURS IN ADVANCE OF BEGINNING GRADING OPERATIONS. ICE PLANT AT 12" ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, I �tiQ- e g 5. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED SHALL BE PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION - -- ,. .:.r: BY THE CITY ENGINEER. THEREOF. SHRUBS SHALL BE PLANTED AT 10" ON CENTERS; TREES, 20' ON ____ ________ _ _ __ ____ _______ __ ___ ®____ I "s ➢a C CENTERS; COMBINATIONS, 15' ON CENTERS. SLOPES OVER 3' IN VERTICAL T i j VICINITY MAP 3 6. CUT SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL, HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW ._.I I I i ? N a 07 UNLESS OTHERWISE APPROVED, AND SHALL BE SHOWN ON THE PLAN. PREVENTION DEVICES PER U.P.C.. -I' I I I "' m I I 7. FILL SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTRAL TO 1 VERTICAL, 26. APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS 7------- NTS mj ---- I LEGEND a UNLESS OTHERWISE APPROVED, AND SHALL BE SHOWN ON THE PLAN, AND MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING THE GRADING � SHALL NOT HAVE LESS THAN 90%RELATIVE COMPACTION OUT TO THE PROJECT. 'r _ ________ TC INDICATES TOP OF CURB FINISHED SURFACE. 27. APROVED EROSION PREVENTIVE DEVICES SHALL BE PROVIDED AND MAINTAINED - I ~I FS INDICATES FINISH SURFACE V) FL INDICATES FLOW LINE DURING THE RAINY SEASON AND SHALL BE IN PLACE AT THE END OF --- PE INDICATES PAD ELEVATION B. FILLS SHALL BE COMPACTED THROUGHOUT TO 90%7-7 DENSITY AS DETERMINED EACH GAYS WORK. T':.I I FF INDICATES FINISH FLOOR BY THE MODIFIED THREE LAYER A.S.T.M D-1557-70 TEST METHOD. 28. ALL WORK SHALL CONFORM TO THE CITY AND STATE CONSTRUCTION i SAFETY ORDERS. .i j --- ems... \_ I-_ z I PM INDICATES PARCEL MAP 9. FILL AREAS SHALL BE CLEANED OF ALL VEGETATION AND DEBRIS, SCARIFIED, +f�.•-r F i TW INDICATES TOP OF WALL AND INSPECTED BY THE GRADING INSPECTOR AND APPROVED SOILS TESTING 29. THE LOCATION AND PROTECTION OF ALL UTILITIES IS THE RESPONSIBILITY OF LLJ TF INDICATES TOP OF FOOTING AGENCY PRIOR TO THE PLACING OF FILL. THE PERMITTEE. HC INDICATES HANDICAP PARKING SPACE 30. AN APPROVED SET OF GRADING PLANS SHALL BE ON THE JOB SITE ---. I z CC INDICATES COMPACT PARKING SPACE 10. ALL FILL MATERIAL SHALL BE CLEAN EARTH. NO FILL SHALL BE PLACED UNTIL AT ALL TIMES. - I - INDICATES EXISTING CONTOUR PREPARATION OF GROUND IS APPROVED BY THE SOILS ENGINEER. -- I I I 31. SANITARY FACILITIES SHALL BE MAINTAINED ON THE THE SITE FROM /'� - I I Q -22- INDICATES PROPOSED CONTOUR 11. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT BEGINNING TO COMPLETION OF GRADING OPERATION. -- j��'� UM OF 3, THEN 17(MINIMUM) . -- I U INDICATES PROPOSED 2:1 SLOPE NOT LESS THAN 12" PER FOOT FOR A MINIM ' / ( ) 32. ALL SLOPES SHALL BE PLANTED AND IRRIGATION FACILITIES SHALL BE i \� TO FLOWLINE OF EARTH SWALE. �i,� INDICATES CMU RETAINING WALL PROVIDED FOR ALL SLOPES IN EXCESS OF 3 FEET VERTICAL HEIGHT i WITHIN 90 DAYS AFTER COMPLETION OF ROUGH GRADING AND SHALL -- - - INDICATES CONCRETE SURFACE 12. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1.'6 IF CUT i� I i OR FILL SLOPE IS LESS THAN 10', AND 2%IF CUT OR FILL IS GREATER THAN BE IN ACCORDANCE WITH ORDINANCE NO. 882 PRIOR TO THE APPROVAL I I I �� INDICATES DAYLIGHT LINE 10'. DRAINAGE SWALES SHALL BE A MINIMUM OF 0.5' DEEP AND CONSTRUCTED OF FINAL INSPECTION. '.. I I SEE SHEET 2 I I I R INDICATES PROPOSED FIRE HYDRANT A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. 33. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE _I -T 13. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVILANT ALONG THE TOP OF ALL HIMSELF WITH THE SITE AND BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS SLOPES OVER 5' HIGH. OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. `- APPLICANT/OWNER 14. PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100 YEAR STORM FLOWS MINTHQRN, ST --- I HAROLD DAVIDS ALONG THE TOP OF CUT SLOPES. 34. THE DESIGN ENGINEER SHALL PROVIDE A MINIMUM OF ONE BLUE TOP _-_.___.� __ __ 8 PER FINISHED PAD, PRIOR TO ROUGH GRADE APPROVAL. � •U - I D &D CATTLE CO., LLC O �� ---- 18501 COWER AVE. D 15. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL _ I SUITE A- 100 BE PERMITTED. 35. APPROXIMATE DATE OF: =i �i� 16. A SOILS ENGINEER SHALL BE RETAINED BY THE DEVELOPER, TO SUPERVISE BEGINNING OPERATION: APRIL 2004 m LAKE ELSINORE CA. 92530 Z GRADING AND PROVIDE A FINAL SOILS REPORT WHICH INCLUDES FOUNDATION COMPLETION: OCTOBER 2004 INDEX MAP (909) 677-1036 0 SCALE i" = 60' _ C REQUIREMENTS (SUBDIVISION) AND EXPANSIVE CHARACTERISTICS OF SOILS. 36. NO ROCK OR OTHER IRREDUCIBLE MATERIAL WITH A MAXIMUM DIMENSION ASSESSOR'S PARCEL NUMBERS ➢$ 17. GRADING CERTIFICATION BY THE DEVELOPER'S CIVIL ENGINEER AND A FINAL GREATER THAN 3" WILL BE PLACED IN FILLS WITHIN ROADBED AREAS OR NO CONSTRUCTION NOTES QUANTITIES SYMBOL 377-151-062 COMPACTION REPORT BY A SOILS ENGINEER SHALL BE SUBMITTED TO THE 3' OF FINISH GRADE, UNLESS THE LOCA710N, MATERIALS, AND DISPOSAL ' BUILDING AND ENGINEERING DEPARTMENTS PRIOR TO ISSUANCE OF METHODS ARE SPECIFICALLY APPROVED BY THE SOILS ENGINEER. " z m BUILDING PERMITS. 10 CONSTRUCT 6" MIN. CONCRETE PAYMENT OVER 95�COMPACTED NATIVE 32,000 SF LEGAL DESCRIPTION I a 18. THE SOILS ENGINEERING INVESTIGATION DATED OCTOBER 23, 2003, 37. THE ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES p CONSTRUCT 6" TYPE A-6 CURB & GUTTER PER RIVERSIDE CO. STD. 200 g5 LF PARCEL 28 OF PARCEL MAP N0. 21297 AS SHOWN a PREPARED BY NORCAL ENGINEERING SHALL BE CONSIDERED A PART AND OBTAIN INSPECTION BEFORE APPROVAL. BY MAP ON FILE IN BOOK 135 PAGES 57 TO 59 OF THIS GRADING PLAN, AND SHALL BE COMPLIED WITH. 38. GRADING PLANS WILL NOT BE APPROVED UNTIL ALL RETAINING WALLS 3O CONSTRUCT 6" TYPE D CURB PER RIVERSIDE CO. STD. 204 1165 LF P.M., RECORDS OF RIVERSIDE COUNTY, CALIFORNIA 19. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT ARE APPROVED BY THE BUILDING DEPARTMENT. CERTIFICATION OF BUILDING PAD ELEVATION. WHERE SPECIFIC ELEVATIONS ® CONSTRUCT 3'-0" CONCRETE GUTTER PER DETAIL SHOWN ON SHT 2. 810 LF SOILS ENGINEER ARE REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) ENGINEER'S NOTE O5 CONSTRUCT 0"-6" CURB WI TRANSITION 7 EA NORCAL ENGINEERING SHALL BE GIVEN. IF AN ELEVATION 'NTH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY 10641 HUMBOLT STREET GROUND SHALL BE GIVEN. FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. © CONSTRUCT 4" THICK CONCRETE SIDEWALK. 2180 SF LOS ALAMITOS, CA 90720 INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL 0 FAX:562-799-9469 20. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS AND THAT THE 7 CONSTRUCT TRASH ENCLOSURE PER ARCHITECTURAL PLANS. 6 EA PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION /GRADING. CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS ® CONSTRUCT 6' CONCRETE SIDEWALK PER RIVERSIDE CO. STD. 401 2,046 SF 21. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST 1.5 SHALL BE FROM ANY AND ALL LIABILITY, REAL OR ALLEGED IN CONNECTION WITH THE PERFORMANCE TOPO SOURCE SUBMITTED BY A SOILS ENGINEER TO THE BUILDING AND ENGINEERING OF WORK ON THIS PROJECT, EXCEPT FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE O9 ADJUST EXISTING SEWER MANHOLE TO GRADE 1 EA O FIELD SURVEY BY HLC OCTOBER 2003 DEPARTMENTS FOR CUT AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT. OF THE OWNER OR THE ENGINEER. f0 ---- 22. A FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN CONSTRUCT CMU RETAINING WALL BY SEPERATE PERMIT THAN ONE FOOT. ON THESE PLANS ARE OBTAINED BY A DILIGENT SEARCH OF ALL AVAILABLE RECORDS. 11 CONSTRUCT HAND RAIL PER DETAIL SHOWN HEREON. 341 LF 23. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT IT MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR THE UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES SHOWN OR NOT SHOWN 12 INSTALL 3" PVC THROUGH CURB FACE FOR ROOF DRAIN CONNECTION 6 EA �- FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A REGISTERED ON THESE PLANS. AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL SLOPES THESE LINES OR STRUCTURES. 1© CONSTRUCT 3'-0" CONCRETE DRAIN PER BROW DITCH ON SHT 2. 341 LF GREATER THAN 5:1 ARE REQUIRED TO BE KEYED AND BENCHED. 24. THE SOILS ENGINEER SHOULD INSPECT THE CONSTRUCTION IN THE FOLLOWING ® CONSTRUCT DOWN DRAIN PER DETAIL SHT 2 1 EA STAGES: " ig CONSTRUCT ADA RAMP WITH HAND RAIL - A. UPON COMPLETION OF CLEARING AND DURING EXCAVATION AND BEFORE DECLARATION OF RESPONSIBLE CHARGE" WI 2 E" C3 BACKFlLL OF ALLUVIAL, COLLUVIAL AND TERRACED AREAS AND ANY I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, 1Q INSTALL EROSION CONTROL (SAND BAGS-2 BAGS HIGH) 30 IF ® EARTHWORK QUANTITIES > SUBSTRUCTURES. THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE 0 INSTALL EROSION CONTROL SILT TRAP (SAND BAGS-4 BAGS HIGH) 550 EA ® CUT: 5,300 CY ROUGH ESTIMATE B. DURING ALL ROUGH GRADING AND OPERATIONS INCLUDING PRE- PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS FILL: 100 CY FOR PLANNING PURPOSES ONLY m m N 2 COMPACTION, BENCHING AND FILLING OPERATIONS. CODE. AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. ® s C. DURING INSTALLATION OF BUTTRESS AND CANYON SUB-DRAINS AND 1 INSTALL GRAVEL CONSTRUCTION ENTRY(MIN. 1"-3" STONE) 275 SF I EXPORT: 5,200 CY z FILTER MATRIAL. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS 19 CONNECT ROOF DRAIN TO 3'-0" CONCRETE BROW DITCH 4 EA D. WHEN ANY UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED DURING n o C CONSTRUCTION. BY THE CITY OF LAKE ELSINORE IS CONFINED TO A REVIEW ONLY AND DOES _ m NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR N D7 PROJECT DESIGN. "'m m A HLC CIVIL 94014EEUW40 28362 VINCENT MORAGA DR. SUITE C TEMECULA CA 92590 (909) 506-4869 PH (909) 506-4979 FA (.F/ THIS SITE HAS OBTAINED A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM Sl'L�I/OQ INPDESI PERMIT TO REGULATE MUNICIPAL AND INDUSTRIAL STORM WATER FACTOR L CORREA DATE DISCHARGES. R.C.E. 36306, EXP. DATE 06/30/06 NPDES PERMIT NUMBER: DATE PERMIT ISSUED: WDID - 8 33C326426 MARCH 17, 2004 nderground Service Alert SEAT- REVISIONS: THESE PLANS HAVE BEEN REVIEWED FOR SCALE C SHEET PLANS PREPARED UNDER THE SUPERVISION OF COMPLIANCE WITH THE APPROPRIATE CONDITONS SEE HDC CITY O r LAKE E LS I N 0 R E C{L{L 67MtfLB87'1 Call: TOLL FREE / otp0. OF DEVELOPMENT, AND/OR CITY CONDITIONS ABOVE ?�62IRICENIY�RAGA R. EC IN THE COUTY OF RIVERSIDE, CALIFORNIA 1 _ l//(_�.f STATE LAW, AND A PERMIT CAN BE ISSUED. DATE: femecdq Cdikrnp 925M 1-800 Date ' 127/� `� „,,W, 5/27/04 (9M) 9(9W)W49A FAX PRECISE GRADING PLAN HECTOR L. CORREA E..epaN$ INDUSTRIAL PROJECT NO. 2003-06 CATTLE 6 30 06 * -' M + BENCHMARK: 422-4133 R.C.E. N0. 363os Expires / / �����,�r PARCEL 28, PM 21297 of 3 sHTs , K N SEUMALO, CITY ENGINEER 1 2" REBAR W B.M. PLASTIC PLUG FLUSH 1320' W. TITLE SHEET FILE N0. TWO WORKING DAYS BEFORE YOU DIG ar cylfra" MAR REVISIONS APPR DAT OF COLLIER AVE. 1000' S. OF RIVERSIDE DR., Designed By Drawn By Checked B R.C.E. NO. 56915 RIVERSIDE FLOOD CONTROL 2-4040. EL = 1255.32 4-576 If^^I� � T I