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HomeMy WebLinkAbout657-1 74 PRECISE GRADING PLAN / /p p/ GENERAL NOTES: /'/`� 6, PREPARED FOR / `/�L�7 1. ALL WORK SHALL O DONE/N ACCORDANCE WITH882 THE CRY 21. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST 1.5 BUILDING , OF LAKE ELSINORE ORDINANCES N0.801 AND 882 AND APPLICABLE SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE BUILDING NIACHADOSELF STORAGE FACILITY EXPANSION ASTANDARDSE IOTEPEJ3flGATIONs AND 7H£LATEST EDITION OF THE U.B.C., ANER£3GIN^ERGNTCDAELPARE FOR CUT AND FlLL SLOPES 1 5 2. A PERMIT SHALL BE OBTAINED FROM THE ENGINEERING DEPARTMENT, CITY OF 22 A FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL GAP y�� A.P.N. 379 250-0'0 LAKE ELSINORE,PRIOR TO ANY OPERATION. FILLS GREATER THAN ONE FOOT. �P 3. THE DEVELOPER AND/OR THE CONTRACTOR SHALL NOTIFY ALL Ui/LRY P3, IF STEEP SLOPING TERRAIN OCCURS UPON WHICH ALL IS TO BE s COMPANIES AND U.S.A.ALERT(f-800-227-2600)48 HOURS PR/OR TO PLACE.IT MUST BE CLEARED,KEYED,AND BENCHED INTO FIRM IN THE CITY OF LAKE ELSINORE COUNTY OF RIVERSIDE GRADING. NATURAL SOIL FOR FILL SUPPORT PREPARATION SHALL BE APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO 4. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT AT LEAST PLACEMENT OF FILL MATERIAL.SLOPES GREATER THAN&I ARE STATE OF CALIFORNIA 24 HOURS IN ADVANCE OF BEGINNING GRADING OPERATIONS. REQUIRED TO BE KEYED AND BENCHED g VICINITY MAP: 5. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED 24. THE SOIL ENGINEER SHOULD INSPECT THE CON57RUC77ON IN C7 BY THE CITY ENGINEER. THE FOLLOWING STAGES: C NO SCALE 6. CUT SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL, A UPON COMPLETION OF CLEARING AND DURING UNLESS OTHERWISE APPROVED,AND SHALL BE SHOWN ON PLAN EXCAVATION AND BEFORE BACK FILL OF ALLUVIAL, z APPLICANT. THOMAS GUIDE CODUWAL AND TERRACED AREAS AND ANY Z MR GORY PEBLEY SAN BERNARDINO COUNTY,RIVERSIDE COUNTY, YEAR 2002 7. FILL SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO ONE SUBSTRUCTURES. 37918 SKY HIGH DRIVE PAGE 865, COORD.J-2 VERTICAL, UNLESS OTHERWISE APPROVED,AND SHALL BE SHOWN ON PLAN, C MURR/ETA,CALIFORNIA 92562 I AND SHALL NOT HAVE LESS THAN 90%RELATIVE COMPACTION OUT TO THE B. DURING ALL ROUGH GRADING AND OPERATIONS m TEC:909-698-2987 III "I FINISH SURFACE. INCLUDING PRE-COMPACTION BENCHING AND FILLING u z m REPRESENTATIVE/ENGINEER: I °I e. FILLS SHALL BE COMPACTED THROUGHOUT TO 9OX DENSITY AS DETERMINED OPERATIONS 3 m -I r T EX.GARAGE EX.GARAGE BY THE MODIFIED THREE LAYER AST.M.D-1557-70 TEST METHOD 4SA ENGINEER/TUG VENTURES,INC. fX.GARAGE EX.GARAGE EX.GARAGE IX GARAGE 25. E r I �GAR4GE I / C. DURING INSTALLATION OF BUTTRESS AND CANYON SUB- n 27.B3 F.F. T6.70 FF 26.J4 FF 2595 FF T4.95 FF T4.s3 FF 24.03 FF I g, FlLL AREAS SHALL BE CLEANED OF ALL VEGETATION AND DEBRIS SCAR/FlED, DRAINS AND FILTER MATERWG. 43500 RIDGE PARK DRIVE/202 27.13 PAD_ 26.10 PAD-2_5.84 PAD 25.45 PAD 2A85 P� l E 24.45 PAD 492.- _-23.93 PAD �-_- PAD__ =J' � I I AND INSPECTED BY THE GRADING INSPECTOR AND APPROVED SOILS TESTING -_---- _ TEMECUTA,C4UFORNA 92590 � I AGENCY PR/OR TO THE PLACING OF F/LL. O. WHEN ANY UNUSUAL GRADING CONDITIONS ARE MR.RWDOLPH F.FLEM/NG,R.C.E. �� ���� / ENCOUNTERED DURING CONSTRUCTION. TELMR. 909-699-6450 b f0. ALL FlLL MATERIAL SHALL BE CLEAN EARTH.NO TILL SHALL BE PLACED FAX:909-699-3569 j g / UNTIL PREPARATION OF GROUND IS APPROVED BY THE SOILS ENGINEER. 25. EROSION CONTROL:ALL GRADED SLOPES SHALL BE PLANTED _ r. 1 I 1). FINISHED GRADE SHALL BE SLOPED AWAY FROM ALL EXTER/OR WALLS AT WITH ROSF4 ICE PLANT AT 12'ON CENTERS OR ANOTHER APPROVED GROUND COVER.SLOPES OVER 15'IN VERTICAL SOILS/ENGINEER: NOT LESS THAN 1/2'PER FOOT FOR A MIN/MUM OF 3; THEN IX U HEIGHT,IN ADDITION TO GROUND COVER,SHALL BE PLANTED B.&F.SOILS I I I (MINIMUM)70 FLOW LINE OF EARTH SWAGE WI7H APPROVED TREES SHRUBS,OR COMBINATIONS THEREOF. 31174 RIVERTON LANE SING A I BUILDING B I •\\ I I 12. MIN/MUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE IX IF SHRUBS SHALL BE PLANTED AT 10'ON CENTERS, TREES 20' I TEMECULA, CALIFORNIA 92591 ) / \� � I I ro I CUT OR FlLL SLOPE IS LESS THAN 10;AND 2X/F CUT OR FlLL/S ON CENTER;COMBINATIONS. 15'CENTERS SCOPES OVER 3'/N TEL:909-699-7499 ti GREATER THAN 10'.DRAINAGE SWALES SHALL BE A MINIMUM OF 0.5' VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS AREA I ^ DEEP AND CONSTRUCTED A MINIMUM OF 2'FROM THE TOP OF CUT OR WITH BACK FLOW PREVENTION DEVICES PER U.B.C. m FILL SLOPES. / 26. APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE EXISTING FACILITY- 1.01 ACRES GROSS I k 13. PROVIDE 5'WIDE BY 1'HIGH BERM OR EQUIVALENT ALONG THE TOP PROVISIONS MUST BE USED TO PROTECT ADJOINING 1.01 ACRES NET _V S=F � j I I OF CUT SLOPES. PROPERTIES DURING THE GRADING PROUl \-- EXPANSION AREA: 2.47 ACRES GROSS /i' IX.STORAGE U I.[_;;r I I1 2.47 ACRES NET Ex STORAGE UNIT W / _ �L JI ---F.F. 23..75 --_--- 27. APPROVED EROSION PREVENTATIVE DEVICES SHALL BE -- I[ 14. PROVIDE A BROW DITCH,DESIGNED TO HANDLE 100 YEAR STORM FLOWS / _ 3,000 S.F.-- "///!.I- -- �... I PROVIDED AND MAINTAINED DURING THE R 1MY SEASON AND F.F.=26.50 Ifl I.i'r�;;,': ASSESSOR PARCEL NUMBERS: t __ ALONG THE TOP OF CUT SLOPES. m---n�-- ------ 77�- 7/T I I SHALL BE/N PLACE AT THE END OF EACH GAYS WORK. 2 - -- 15. NO OBSTRUCTION OF FLOOD PUNS OR NATURAL WATER COURSES SHALL J ♦ I, 28. ALL WORK STALL CONFORM TO THE CRY AND STATE EXISTING FACILITY 379-250-010,379-250-044 Jr 379-250-045 "1 I +i' 0\ L y ^ BE PERMITTED. EXPANSION AREA 379-250-010 Ir � ^ �n V ( --I `�'` CONSTRUCTION SAFETY ORDERS. EXIST. AC TO BE REPAIRED hN I e y r-- EXIST. BE REPAIRED �J 16. A SOILS ENGINEER SHALL BE RETAINED BY THE DEVELOPER, TO 29. THE LOCATION AND PROTECTION OF ALL UTILITIES IS THE ° III OR REPLACED AS REQUIRED e K m E---p OR REPLACED AS-R€QURE I I SUPERVISE GRADING AND PROVIDE A FINAL SOILS REPORT WHICH RESPONSIBILITY OF THE PfRMRT£E. �5+ UTILITIES $ F- - -- -/� - 1 is � ro W^ L__-- WL-_-_-__-�---__--�� ' INCLUDES FOUNDATION REQUIREMENTS(SUBDIVISION)AN EXPANS VE 30. AN APPROVED SET OF GRADING PLANS SHALL BE ON THE JOB T5 0 i „ CHARACTERISTICS OF 774E SOIL SITE AT ALL TIMES. ]] WATER: ELSINORE VALLEY MUNICIPAL WATER DISTRICT Ell.STORAGE UNIT L ---- - - ------- J / •I I °+ c SEWER: ELS/NORE VALLEY MUNICIPAL WATER DISTRICT = L-- -----J 350 S.F. 4 000 S•F l 17. GRADING CERTIFICATION BY THE DEVELOPER'S CML ENGINEER AND A 31. S.WRARY FACILITIES SHALL BE MAINTAINED ON THE SITE FROM I 3,000 SF. I MOBILHOM�E STORAGE UNIT I I m------i/i- L- -j J Y I FINAL COMPACTION REPORT BY A SOILS ENGINEER SHALL BE BEGINNING 70 COMPL£7/ON OF GRADING OPERATIONS m GAS SOUTHERN CAUFONG GAS COMPANY I / I " I SUBMITTED TO THE BUILDING AND ENGINEERING DEPARTMENTS PR/OR t z 32 32. ALL SLOPES SHALL BE PLANTED AND TIN EXCESS FACILITIES ELECTRIC: SO. CAL.EDISON W TO ISSUANCE OF BUILDING PERMITS. TELEPHONE.' VER/ZON(GTE) yG-_--��----L�--_ F�7L N Jill E 23230' 1 SHALL BE OGHT WI FOR ALL SLOPES IN EXCESS OF 3 FEET e{ 1 � 18. THE SOILS ENGINEERING INVESTIGATION DATED DUNE 30,2003 PREPARED VERTICAL HE/CNT WITHIN 90 DAYS AFTER COMPLETION OF CABLE. AT&T BROAD BAND r A C SCHOOL DISTRICT ELSINORE VALLEY UNIFIED SCHOOL DISTRICT IX.STORAGE UNIT 1 �^ BY B&F SO/CS SHALL BE CONSIDERED A PART OF THIS GRADING PLAN ROUGH GRADING AND SHALL BE H ACCORDANCE FIA6 mfill 3,100 S.F. I I ORDINANCE N0.882 PRIOR TO THE APPROVAL OF FINAL m N AND SHALL BE COMPLIED WITH. N K m L--m-----n/-----��---� 1 I INSPECTION. 19. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT 33. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SMALL ,gym 7J ZONING I 1 CERTIFICATION OF BUILDING PAD ELEVATION. WHERE SPECIFIC ELEVATIONS ARE FAMILIARIZE HIMSELF W17H THE SITE AND BE SOLELY n EXISTING ZONING. C-i I 1/G----�/c-----//�----- REQUIRED, THE ELEVATION(WITH RESPECT TO MEAN SEA LEVEL)SHALL BE GIVEN RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES y CI4T , IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERA77ONS, PROPOSED ZONING. C-1 _- 2 3 _1 THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE EXISTING LAND USE.. VACANT IX.STORAGE UNIT ---J 1 I W I 5,100 S.F. \ PLANS. PROPOSED LAND USE: STORAGE FACILITY 4a I. I` I C C 20. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED/N THE FIELD PR/OR TO _ I COMMENCEMENT OF ANY CONSTRUCTION/OWING 34. THE DESIGN ENGINEER SHALL PROVIDE A MINIMUM OF ONE BLUE TOP PER FINISHED PAD,PRIOR TO ROUGH GRADE GEOLOGIC STATEMENT.' EXIST. AC TO BE REPAIRED tsM 2 I APPROVAL OR REPLACED AS REQUIRED I J5. NO ROCK OR 07HER IRREDUCIBLE MATERIAL WITH A MAXIMUM THIS SITE IS NOT SUBJECT TO LIOUEFAC77ON. _ _ ENGINEERS NOTICE. DIMENSION GREATER THAN 3'WILL BE PLACED IN FILLS WITHIN 1/G----JAL-_-------- TH/S SITE IS NOT IN A GEOLOGIC HAZARD AREA �- - THIS SUE/S NOT IN A SPECIAL STUDIES ZONE. EX.STORAGE UNIT ROADBED AREAS AL 3'OF FINISH GRADES UNLESS THE THIS SITE IS NOT/N A FEAIA MAPPED FLOODPLVN 3,400 S.F. I APPROVE MATERIALS AND DISPOSAL METHODS ARE SPECIFICALLY _ A I 7. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE APPROVED BY THE SOILS ENGINEER. �� ` RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF N J6'S5 J0'E 321.98' CONSTRUCTION,INCLUDING SAFETY OF ALL PERSONS AN PROPERTY. 36. THE ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE SITE DA TA EXISTING FACILITY. I THIS REQUIREMENT SHALL APPLY CON77N000SLY AND NOT BE LIMITED DEVICES AND OBTAIN INSPECTION BEFORE APPROVAL. LOT AREA(GROSS) 141 ACRES (107,593 S.F.) TO NORMAL WORKING HOURS THE CONTRACTOR SHALL DEFEND,INDEMNIFY 37. A GRADING PERMIT WILL NOT BE ISSUED UNTIL ALL RETAINING AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL LOT AREA(NET) 2.47 ACRE5 ()07,593 S.F.) I WALLS ARE APPROVED BY THE BUILDING DEPARTMENT. BUILDING COVERAGE.' 30.5 X (J2,8M S.F.) LIABILITY,REAL OR ALLEGED,IN CONNECTION WITH THE PERFORMANCE A/C PAVING 48.1 X (21.M2 S.F.) I OF WORK ON THIS PROJECT EXCEPTING FOR LIABILITY ARISING FROM THE J8. APPROXIMATE DATE OF. BEGINNING OPERATION: JULY 2004 LANDSCAPE 1.4 X (1,487 S.F.) SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. SIDEWALK .59 X (638 S.F.) INDEX MAP I i COMPLETION:NOV..2004 1'=40' 2. ALL UNDERGROUND U77LMES OR STRUCTURES REPORTED OR FOUND ON A PUBLIC RECORDS,ARE INDICATED WITH THEIR APPROXIMATE LOGITION AND 39. SITE MUST OBTAIN Al PERMIT TO REGULATE MUNICIPAL SITE DATA EXPANSION AREA: _ __ _ EXTENT THE ONNER,BY ACCEPTING THESE PLANS OR PROCEEDING WITH AND INDUSTRIAL STORM WATER DISCHARGES - / I THE IMPROVEMENTS HEREON,AGREES TO ASSUME UABIL17Y AND HOLD THE bn ENGINEER HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE 40. ALL WALLS TO BE PERMITTED SEPERATELY LO7 AREA(GROSS) 1.01 ACRES (44,293 S.F.) I OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED OR INDICATED O LOT AREA(NET) 1.0/ACRES (41,748 S.F.) - y BUILDING GO GE.. 47.7 X (21,150 S.F.) MACl/ADO STREET ON PUBLIC RECORDS,OR THOSE CONSTRUCTED AT VARIANCE WITH REPORTED --- A/C PAVING 48.1 X (21,JJ2 S.F.) ___-_-_-_ OR RECORD LOCATIONS THE CONTRACTOR IS REQUIRED TO TAKE DUE D LANDSCAPE 1.3 X (593 S.F.) -------------- - - - --f- _- A PRECAUTIONARY MEASURES TO PROTECT THE UTIURES OR STRUCTURES EARTHWORK QUANTITIES. z SIDEWALK 1.1 X (499 S.F.) I SHOWN AND ANY OTHER FOUND AT THE SITE.IT SHALL BE THE CONTRACTORS z RAW CUT. 609 C.Y. " RESPONSIBILITY TO NOTIFY THE OWNERS OF ALL UTILITIES OR STRUCTURES 0) C CONCERNED BEFORE STARTING WORK. RAW FILL: 507 C.Y. �£' CA CA Z BASS OF BEAR/TUGS SHEET INDEX LEGEND: J. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, IMPORT-EXPORT.• 0 C.Y. 9 THE CENTERLINE OF LAKESHORE SHEET 1 TITLE SHEET OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. �I E DRIVE BEARING NORTH 5X060O"WEST SHEET 2 SITE PLAN/PRECISE GRADING PLAN ALL CHANGES TO THESE PLANS MUST BE IN WRITING AND MUST BE APPROVED 3 m M PER INST.NO. 127546 RECORDED SHEET 3 CROSS SECTION SHEET BY THE PREPARER OF THESE PLANS. v APR/L J 1998 IS THE BASIS OF ALL H.P. HIGH POINT EXISTING ASPHALT NO THIS/S A BALANCED SITS CALCULATIONS WERE EASED ON A 20X �+ BEARINGS HEREON. 4. QUANTITIES SHOWN HEREON ARE PROVIDED FOR BONDING PURPOSES ONLY. COMPACTION FACTOR. y LP. LOW POINT CONTRACTORS SHALL BE RESPONSIBLE FOR VERIFYING ALL QLWM77ES PRIOR CONTRACTOR/OWNER 1b VERIFY EARTHWORK QUANTITIES BEFORE B/DD/NG. o F.L. FLOW LANE � EXISTING LANDSCAPE TO REMAIN TO BIDDING FOR CONSTRUCTION. o T.W. TOP OF WALL N B.W. BOTTOM OF WALL SOILS ENGINEERS CERTIFICATE - � PROPOSED ASPHALT CONSTRUC7/ON TYPE TYPE 7/Al n UP THESE GRADING PLANS HAVE BEEN RENEWED BY THE UNDERSIGNED AND FOUND �. ,� IX/STING FENCE Ell c TO BE IN CONFORMANCE WITH THE RECOMMENDATIONS AND SPECIFMA710NS p PROPOSED WALL O/`T9 OCCUPANCY GRO TYPE s' NOTE: O OUTLINED IN THE SOILS AND GEOLOGICAL RECONNAISSANCE REPORT PREPARED EXISTING FIRE HYDRANT I. ALL STRIPING AND SIGNING SHOWN HEREON PER STRIPING AND FOR VYJS DEVELOPMENT SIGNING PLAN FOR LAKESHORE DRIVE AND MACHADO STREET m m m IX/STING WALL © SAfJD BAGS SIGNING 10 20 40 80 AS SHOWN ON FILE/N THE CITY OF LAKE ELSINORE ENGINEERING p4cu YSLS�J G-I'I-O`� �j (S/ TORE) (TILE NO.) (DATE) PROPOSED LANOSCP/NC DIVISION. APPROVED Al 5, 1991. 0 1" =40 ' I� ♦ HAND/GAP PATH OF TRAVEL GRAPH/C SCALE i (SIGNATURE) (RCE NO.) (DATE) WDID#833C327343 W DI j BENCH MARK REVS/ONS Si COUNTY SEAL: p#EssTp, pR SCALE AL eN F.F" ENGINEERING VENTURES CITY OF LAKE ELSINORE a FROM THE INTERSECTION OF MACHADO y DOLPH F. FLEM/NC, pSk.FED CML ENGINEER NO.. 45687 hi LAND PLANNING�gVIL ENGINEERING 1 DIAL TOLL FREE STREET AND LAKE SHORE DRIVE 67 W� SIR TITLE SHEET OF 1-800-227-Z800 FEET NORTHEASTERLY ALONG MACHADO p L NO. 45657�G7� THESE PLANS HAVE BEEN REVIEWED FOR COMPLGWCE W17H 1'= 40' LAND SURVEYING PREPARED FOR: N STREET AND 21 FEET SOUTHEASTERLY THE APPROPR��eI'TTTA���TE CONDITIONS OF DEVELOPMENT AND/OR 4351%1 RIDGE PARK DR•0 202•TEMECULA•CA•92590 / / {( .a / lEL/(909)899-8450 FAX/(909)699-3569 MACHADO SELF STORAGE AT LEAST TY/0 DAYS TO THE MOST WESTERLY BOLT OF �( EXP. 12 31 06 F07/ F ° BEFORE YOU DIG TRAFFIC SIGNAL &iSf. C ND ST LA AND A PERMIT CAN BE ISSj/ED. V.•eT�i SHEE/5 a B.M. C-95-J4 sr CIV)L P o� oG o4 E.V. /637-01 DA7E.'✓UNE 2004 O j UNDERGROUND SERVICE ALERT a SOUTHERN CALIFORNIA 9Tf ` KEN SEUMALO RCE 58915 D47E N/A A.P.N. 379-250-010 A a ti �'CALAFCITY EN&WEER EXP. 6 JO 05 ° D