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HomeMy WebLinkAbout353 GENERAL NOTES ROUGH GRADING PLAN Of ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF LAKE ELSINORE ORDINANCES I'I Q NO. 801 AND BB2 AND APPLICABLE STANDARDS AND SPECIRCA77ONS AND THE LATEST EDITION 17L1LF \ OF THE U.B.C., APPENDIX CFNPTER M FOR O? A PERM?SHALL BE OBTAINED FROM THE ENGINEERING DEPARTWENT, CITY OF LAKE ELSINORE, PRIOR TO ANY OPERATION. ROPOSED - O3 THE DEVELOPER AND/OR THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AND U.S.A. ALERT(1-800-422-4133) 48 HOURS PRIOR TO GRADING. R WAY ( C.U.P. . ■P. _ Q O4 THE CONTRACTOR SHALL N077FY THE CITY ENGINEERING DEPARTMENT AT LEAST 24 HOURS IN y V v ADVANCE OF BEGINNING GRADING OPERATIONS. 11 o Lake Eleinone O5 DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY 774E CITY ENGINEER. c�,�P a d VI y° © CUT SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL, UNLESS OTHERWISE APPROVED, AND SHALL BE SHOWN ON 7HE PLAN. O7 FILL SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL, UNLESS 07HERWISE APPROVED, SHALL BE SHOWN ON PLAN, AND SHALL NOT HAVE LESS THAN 90X RELATIVE ai�o °ois COMPACTION OUT TO THE FINISHED SURFACE. 9I © FILLS SHALL BE COMPACTED THROUGHOUT TO 90X DENSITY AS DETERMINED BY THE MODIFIED Bundv anVotIRd 7HREE LAYER A.S.T.M. D-1557-70 TEST METHOD. A HIGHER COMPACTION MAY BE REQUIRED o BY THE SOILS ENGINEER OR PUBLIC AGENCIES. Can Dr O9 FILL AREAS SHALL BE CLEANED OF ALL VEGETATION AND DEBRIS, SCARIFIED, AND INSPECTED ® BY THE GRADING INSPECTOR AND APPROVED SOILS TESTING AGENCY PRIOR TO THE PLACING OF FILL. g t ® f0 ALL FILL MATERIAL SHALL BE CLEAN EARTH. NO FILL SHALL BE PLACED UNTIL PREPARATION OF GROUND IS APPROVED BY THE SOILS ENGINEER. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT Lf55 THAT 1/2' PER FOOT FOR A MIN/MUM OF 3, THEN IX(MINIMUM) TO FLOW LINE OF EARTH SWAL£. B - N ® 1© NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. 1© A SOILS ENGINEER SHALL BE RETAINED BY THE DEVELOPER TO SUPERVISE GRADING AND PROVIDE A FINAL SOILS REPORT WHICH INCLUDES FOUNDATION REQUIREMENTS(SUBDMSIONS) €� AND EXPANSIVE CHARACTERISTICS OF THE SOIL. 14 GRADING CERTIFICATION BY THE DEVELOPERS CIVIL ENGINEER AND A FINAL COMPACTION REPORT - e BY A SOILS ENGINEER SHALL BE SUBMITTED TO THE BUILDING AND ENGINEERING DEPARTMENTS PRIOR TO ISSUANCE OF BUILDING PERMITS. 1© THE SOILS ENGINEERING INVESTIGATION DATED SEPTEMBER 1, 1998 PREPARED BY PETRA GEOTECHNICAL VICINITY MAP INC. DATED OCTOBER 19, 1998 AND 7HE ENGINEERING GEOLOGIC INVESTIGATION DATED SEPTEMBER 1, 1998, SHALL BE CONSIDERED A PART OF 7H1S GRADING PLAN AND SHALL NT$ h BE COMPLIED WITH. THOU"W"OII10Ei1111VERO .PAGE III N,J-4 16 A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTInC477ON OF \ O O ® BUILDING PAD ELEVATION WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION (WITH ® ® ® RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT QUANTITY ESTIMATESI GROU D SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE RAW CUT 5,700 (C Y) ALL© OF A�CONTY ORDERS SHALL G. GENERAL NOTES- RAW FILL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT 920 (SUBSIDANCE 0.5' 11,132 18 STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST 1.5 SHALL BE SUBMITTED BY A SOILS ENGINEER ASSESSORS PARCEL NO. J70-120-057,058 x 601, 128 S.F.) TO THE BUILDING AND ENGINEERING DEPARTMENTS FOR CUT AND FILL SLOPES OVER 30'IN CURRENT ZONING: (SEE EASTLAKE SPECIFIC PLAN) OVER EXCAVATION 26,950 26,950 VERTICAL HEIGHT. SUBTOTAL 32,650 39,002 1® A FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. PROPOSED ZONING:(SEE EASTLAKE SPECIFIC PLAN) ADJUSTED FILL 41,491 ® 1F STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, IT MUST BE CLEARED, ACREAGE: 45 (FILL QUAN. + .94 KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE BASED ON 6X APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. ADJACENT[AND USE AIRPORT/RESIDENTIAL/INDUSTRIAL SHRINKAGE FACTOR) CITY OF LAKE ELSINORE SLOPES GREATER THAN 51 ARE REQUIRED TO BE KEYED AND BENCHED. PROPOSED LAND USE: RUNWAY/AIRPORT IMPORT(NORMAL © THE SOILS ENGINEER SHOULD INSPECT THE CONSTRUCTION IN THE FOLLOWING STAGES., 5 2,841 g BACKFILL) — A. UPON COMPLETION OF CLEARING AND DURING EXCAVATION AND BEFORE BACK FILL OF ALLUVIAL, SCHOOL DISTRICT. LAKE ELSINORE UNIFIED IMPORT(&ISEdrPAVING 6,000 — COLLUVLAL AND TERRACED AREAS AND ANY SUBSTRUCTURES (909)674-3371 ) B. DURING ALL ROUGH GRADING AND OPERATIONS INCLUDING PRE-COMPACTION, BENCHING CONTOURS: TAKEN FROM CITY OF LAKE ELSINORE TOTAL 41,491 41,491 AND FILLING OPERATIONS 7 AERIAL MAPPING DATED NOV. 1990 C DURING INSTALLATION OF BUTTRESS AND CANYON SUB-DRAINS AND FILTER MATERNAL. D. WHEN ANY UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED DURING CONSTRUCTION. © EROSION CONTROL: NO EROSION CONTROL MEASURES PROPOSED. © APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING THE GRADING PROJECT. OWNER/APPLICANT UTILITIES- © APPROVED EROSION PREVENTATIVE DEVICES SHALL BE PROVIDED AND MAINTAINED DURING THE RAINY SEASON AND SHALL BE IN PUCE AT THE END OF EACH DAY'S WORK. PAIL RIBBLE NO WORK WHATSOEVER SHALL BE DONE ON THIS S17E UNTIL THE FOLLOWING MENTORR AVIATION INTERNATIONAL UTILITY COMPANIES HAVE FIRST BEEN GIVEN AT LEAST TWO WORKING DAYS © ALL WORK SHALL CONFORM TO THE CITY AND STATE CONSTRUCTION SAFETY ORDERS. 3144 AY ROAD ADVANCE NOTICE OF INTENTION TO GRADE OR EXCAVATE. ORANGEE,, CA G4 92667 65' 82.5' 37.5' 375' 102.5' ® THE LOCATION AND PROTECTION OF ALL UTILITY IS THE RESPONSIBILITY OF THE PERMITTEf. PHONE(714)974-5108 WATER/SEWER: ELSINORE VALLEY MUNICIPAL WATER DISTRICT I I © AN APPROVED SET OF GRADING PLANS SHALL BE ON THE JOB SITE AT ALL TIMES. 1 JIJ15 CHANEY ST. i EXISTING — fir VARIES t3%MAX= LAKE ELSINORE, CA 925JI GROUND iX _ i _ ® S NIIARY FACILITIES SHALL BE MAINTAINED ON THE SITE FROM BEGINNING TO COMPLETION OF I PHONE 909 674-3146 I —� _ _ _ I p` GRADING OPERATION. FAX (909)674-9892 Lt — _ _ I R ® ALL SLOPES SHALL BE PLANTED AND IRRIGATION FACILITIES SHALL BE PROVIDED FOR ALL SLOPES ELECTRIC., SOUTHERN CALIFORN14 EDITON COMPANY TO 11X M�N MAX 3 ____ 2 A IN EXCESS OF 3 FEET VERTICAL WITH IN 90 DAYS AFTER COMPLETION OF ROUGH GRADING AND 26100 MENIFEE ROAD I L__-- I SHALL BE IN ACCORDANCE WITH ORDINANCE NO. 882 PRIOR TO THE APPROVAL OF FINAL INSPECTION. ROMOLAND, CA 92585 Q NO OVER (909)928-8237 EXCAVATION 40.5' 40.5' CONSTRUCTION NOTES: ® ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE LEGAL DESCRIPTION- REQUIRED AND BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXIS77NG FACILITIES RESULTING DIRECRY 0 1'OVER EXCAVATION BELOW OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. PORTION OF LOT 15, BLOCK E-AND TELEPHONE., GENERAL TELEPHONE COMPANY I FINISHED GROUND. PORTION OF L075 18 AND 20, BLOCK E' 150 S. Jl/ANITA ST. ©1 THE DESIGN ENGINEER SHALL PROVIDE A MINIMUM OF ONE BLUE TOP PER FINISHED PAD, PRIOR ` M.B. 6/296, S.D., CO. REC. IN HEMET, CA 9254J CROSS SECTION Q 3'OVER EXCAVATION BELOW TO ROUGH GRADE APPROVAL. kC RANCHO LA LAGUNA (909)929-9493 FINISHED GROUND. STA 48+00 O3 7'AGGREGATE BASE. © APPROXIMATE DATE OF. BEGINNING OPERATION, SEPTEMBER, 1998 O GAS SOU774ERN CALIFORNIA GAS COMPANY SCALE. VERT-1'=N7S COMPLETION: DECEMBER, 1998 P.O. BOX 3003 HORIZ-1'=40' 774E ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND OBTAIN INSPECTION BEFORE REDLANDS CA 92373-0306 © APPROVAL. 2 (909)J35-7744 g C NNE © NO ROCK OR 07HER IRREDUCIBLE MATERNAL WITH MAXIMUM DIMENSION GREATER THAN 3'WILL BE , Underground THIS SITE HAS OBTAINED A NATIONAL POLLUTION DISCHARGE ELIMINATION a e 9 SYSTEM (NPDES) PERMIT TO REGULATE MUNICIPAL AND INDUSTRIAL STORM PLACED IN FILLS WITHIN ROADBED AREAS OR 3'OF FINISH GRADES UNLESS THE LOCATION, � � B � � C �ervL CSoud�ajlf�w WATER DISCHARGES MATERIALS AND DISPOSAL METHODS ARE SPECIFICALLY APPROVED BY THE SOILS ENGINEER. Call: TOLL FREE GRADING NPDES PERMIT/'DWND BJ35309446 DATE PERMIT ISSUED 07-29-199B © BDING DEPARTMENT NOT BE APPROVED UNTIL ALL RETAINING WALLS ARE APPROVED BY THE 1—800 25 227-2600 TWO WORKING DAYS BEFORE YOU DIG NOTE:THE ABOVE QUANTITIES ARE APPROXIMATE AND USED FOR ENGINEERS NOTICE TO CONTRACTORS CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND REVISIONS: R.C.E. SEAL SCALE PERMIT AND BOND PURPOSES ONLY, AND DO NOT INCLUDE CDR- PRIVATE AND PUBLIC UTILITIES AS SHOWN REFLECT COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS PREPARED l(NDE� SUPERVISION OF: CITY OF LAKE ELMORE RECTNE GRADING,IF REQUIRED. REFER TO SOILS REPORT. AVAILABLE RECORD INFORMATION. THE CONTRACTOR WRING THE COURSE OF CONSTRUCTION OF THIS PRO- �/ /11 `I 1•.10D' The Keith Companies SHEET THE ESTIMATED EARTHWORK QUANTITIES SHALL NOT BE USED IN SHALL BE RESPONSIBLE FOR LOCATING ALL LINES AF- JECT INCLUDING SAFETY OF ALL PERSONS AND PRO- ,�,9 ^ INLAND PRE DIVISIIM<CON IN THE COUNTY OF RIVERSIDE, CALIFORNIA ANY WAY FOR BIDDING OR CONSTRUCTION. IT SHALL BE THE FELTING THIS WORK AND ANY DAMAGE OR PROTECTION pERTY THAT THIS REQUIREMENT SHALL ARTILY CON- 4'f" DATE: CONTRACTOR'S RESPONSIBILITY TO PROVIDE FOR HIS OWN TO THESE LINES. PRIOR TO STARTING CONSTRUCTION PERTY. LT AND NOT BE UNITED TO NORMAL Y CON- ti GEORGE A LEN TITLE SHEET QUANTITIES FOR BIDDING AND CONSTRUCTION PURPOSES. OF THIS PROJECT THE CONTRACTOR SHALL VERIFY THE HOURS AND THAT THE CONTRACTOR SWILL DEFEND,IN- _/1 7 B 8 EXISTING ELEVATIONS OF THE EXISTING NOUNS WHEN Mq R.C.E.N0.45920 IXP]2-J1-02 DATE: 14' DEMNIFYNUOUS AND D NO THE OWNER. THE CONSULTING EN- �'Id ��°°4 r^n°•G"""•...'�0° •� avbnG ROUGH GRADING PLAN N UNAUTHORIZED CHANGES Nk USES UMAKINGTLITY CONNECTIONS AND UNCOVERING ALL EXISTING GINEER AND ALL PUBLIC AGENCIES HARMLESS FROM No.A09Bo THESE PLANS HAVE BEEN REVIEWED FOR COYPUANCE WITH THE BENCH MARK: FOR OF�SHIS n CAUTION: 711E ENGINEER PREPARING THESE PLANS WILL NOT FIJCT IN LOCATION 5 NOTED THE ENGINEER MUST LINES AFFECn THIS WORK. IF A CON- ' AND All LIABILITY REAL OR ALLEGED IN CON- JF &p12_31- JK THEAPP STATE L CONDITIONS OF DE CAN BDR AND OR WITH AND FROM THE INTERSECTION OF CORYDON ST.AND Ie5"TRAIL SOUTHWEST 0.7 Y ALONG NECTION WITH THE PERFORMANCE OF WORK ON THIS THE SITE LAWS AND A PERMIT CAN BE BE RESPONSIBLE FOR, OR LIABLE FOR UNAUTHORIZED BE NOTIFIED BEFORE PROCEEDING. PROJECT EXCEPTING FOR LIABILITY ARISING FROM ��' CORYDON ON.TO ADDRESS/PAVES CORYDON TT;1ABO ADDRESS: ' NORTHEAST E C.U.P 95 — 8 FILE N0. CHANGES TO OR USES OF THESE PLANS.ALL CHANGES TO THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DI- 9 p //�� OF HIGH CORYDON LINK K FENCE SOUD/WEST IT PORCH SURVEY ABOVE ADDRESS;2 3 NORTHEAST OF $ PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE MENSIONS AND SHALL REPORT ALL DISCREPANCIES TO THE SOLE NEGLIGENCE OF THE OWNER•THE CONSULT- MARK R APPR �(7r CPL\E� R om/LPL%2..f/ /t-L'1-57 S'IWI,YI CHAIN ULN(FENCE,1'4 SOUTH OF SURVEV MARKER POST. o PREPARER OF THESE PLANS. THE ENGINEER PRIOR 10 THE COMMENCEMENT OF WORK. LNG ENGINEER OR ANY PUBLIC AGENCY' DESIGNED BY:F.W.C. DRAWN BY:FJA CHECKED BY: o0NNB1 R¢ 28B0J CITY � �� BENCIWARK -4-e0 ELEVATION-I2MOD FOR: F.B. d 4 I I I I I I � I I I I PROFRF SCALE: i NOR/Z.' I'=100' VERT: 1'=4' 5 6 7 8 9 30 1 2 3 4 5 6 7 8 9 40 1 2 3 4 5 6 7 8 9 50 1 2 3 4 I 1254 TIP %ry sry 'o,O SEE DETAIL CROSS SECTION 920.22' SHEET 1 sry g o Q 1 W p / RUNWAY 1 o i 1 PROTEC 0 ---PROPOSED RUNWAY 1 - h Z I� 30+00 35+00 'coil 40+00 45+00 (n ZONE 1 '' g B Y�N� ST cop N54'12'06 379.81' c APN 370- -057 j E NATION AIRPORT OPEl AREA l HANGAR RAMP i � z I o f N�o I HANGAR 2 p 1 1 �tibo AIRCRAFT PARKING RA P �% APN 370 120-058 � o I o N54'12'06'W 1299.97 U I N 6 50' 55' � ' I ae � z NORMAN IND STRIES I GRAPHIC SCALE: 1'-100' / 1' 00 NOTE:THE ABOVE QUANTITIES ARE APPROXIMATE AND USED FOR ENGINEERS NOTICE TO CONTRACTORS CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND REVISIONS: R.C.E. SEAL SCALE: PERMIT AND BOND PURPOSES ONLY. AND DO NOT INCLUDE COR- PRIVATE AND PUBLIC UTILITIES AS SHOWN REFLECT COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS PREPq�tE� UIER SUPERVISION OF: CITY OF LAKE EL'SNfOF E RECTNE GRADING.IF REQUIRED. REFER TO SOILS REPORT. AVAILABLE RECORD INFORMATION. THE CONTRACTOR DURING THE COURSE OF CONSTRUCTION OF THIS PRO- ESSI /II AS NOTED The Keith Companies SHEET THE ESTIMATED EARTHWORK QUANTITIES SHALL NOT BE USED IN SIWl BE RESPONSIBLE FOR LOCATING Nl LINES AF- JECT INCLUDING SAFETY OF ALL PERSONS AND PRO- F INLAND EMPIRE DIVISION IN THE COUNTY OF RIVERSIDE, CALIFORNIA ANY WAY FOR BIDDING OR CONSTRUCTION. rt SHALL BE THE FELTING THIS WORK AND ANY DAMAGE OR PROTECTION PERTY THAT THIS REQUIREMENT SHALL APPLY CON- ( chil -G� —� DATE: 2 0 CONTRACTOR'S RESPONSIBILITY TO PROVIDE FOR HIS OWN TO THESE LINES. PRIOR TO STARTING CONSTRUCTION TINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING y c OUANTMES FOR BIDDING AND CONSTRUCTION PURPOSES. OF THIS PROJECT THE CONTRACTOR SHALL VERIFY THE R.C.E.NO.45920 EXP.12-31-02 DATE: �+ EXISTING ELEVATIONS OF THE EXISTING MAINS WHEN HOURS AND THAT THE CONTRACTOR SHALL DEFEND,IN- 7 B 1998 �� , ,�s,,,goo �,�,p a czsv-roz. lsov)essmu ROUGH GRADING PLAN MAKING CONNECTIONS AND UNCOVERING ALL EXISTING DEMNIFY AND HOLD THE OWNER. THE CONSULTING EN- H UNAUTIIORLZED CHWA3 t USES GINEER AND ALL PUBLIC AGENCIES HARMLESS FROM ITo.46I20 THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE MAIM THE FOR UTILITY ONES AFFECTING THIS WORK. IF A CON- BENCH MARK: 1)F SHTS CAIlIION: THE ENGINEER PREPAItING THESE PLANS WILL NOT FLICT IN LOCATION IS NOTED, THE ENCWEER MUSE ANY AND ALL LIABILITY REAL OR ALLEGED IN CON- JK �p.12-31-OL * APPROPRIATE fY)I/Of110/15 a DEVELOPMENT N1D/OR q1Y NID FROM THE INTERSECTION OF CgODON ST.AND MISSION TRAIL SOUTHWEST 0.7 W ALONG NECTION WITH THE PERFORMANCE OF WORK ON THIS THE STATE LAWS.AND A PERMIT CAN BE ISSUE BE RESPONSIBLE FOR. OR LIABLE FOR.CHANGUNNJrES BE CONTRACTOR BEFORE PROCEEDING.ALLC. PROJECT EXCEPTING FOR LIABILITY ARISING FROM �P p ,/�Sn OFCORYDONGORY ST.TO ADDRESS/32191 CORYOOH ST;1W'*NORTHWEST ' NORTHEAST C.U.P 95 — H FILE NO. .. CHANCES TO OR USES OF THESE PLATS.ALL CHANGES TO THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND p- THE SOLE NEGLIGENCE OF THE OWNER.THE CONSULT- MARN REVS NS APPR TE q/F /1�i...r/f/L J /t-2 j-T OF CORiDON ST.:40;f SOUTHWEST OF PORCH OF ABOVE ADDRESS;2'2 NORME/Sf OF PLANS MUST BE M WRITING ANNo MUST BE APPROVED BY THE MENSIONS AND SHALL REPORT ALL DISCREPANCIES TO INC ENGINEER OR ANY PUBLIC AGENCY. E D 0 DONNELL RCE I. pit•F7NCWE1 DATE 5'HIGH CHAIN LINK FENCE.v±sOUTN OF SURVEY WRNER POST. FOR: F.B. PREPARER OF THESE PLANS. THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. DESIGNED Bf:F.W.C. DRAWN Bf:E.JA CHECKED BY: -- -