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Home My WebLink About739-1 BASIS OF BEARING CITY OF LAKE ELSINORE 22. A FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN \ IS THE CENTERLINE OF DEXTER AVE PER RS 90/44-54, RECORDS RIV CO ONE FOOT. SHOWN AS NORTH 46°39'50"WEST. �,�®J611 CITY GRADING PERMIT NO. 05-147 23 BE CLEARED,KEY D,AND BENCHED PING TERRAIN INTOPOFIRM HNATURAL SOIL OF BE OR FULL ESUPPORT. PREPARATION SHALL BE APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. SLOPES GREATER THAN 5:1 ARE REQUIRED TO BE KEYED AND BENCHED. SHEET INDEX LAKE ELSINORE MARKETPLACE 24, THE SOIL ENGINEER SHOULD INSPECT THE CONSTRUCTION IN THE FOLLOWING 1 1 1 TLE SHEET PARCEL MAP 32369 GRADING NOTES A. UPON COMPLETION OF CLEARING AND DURING EXCAVATION AND BEFORE 8 2 DETAILS BACKFILL OF ALLUVIAL,COLLUVIAL AND TERRACED AREAS AND ANY SUBSTRUCTURES. 6 8 3-12 HORIZONTAL CONTROL KEY MAP LU 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF LAKE ELSINORE B. DURING ALL ROUGH GRADING AND OPERATIONS INCLUDING PRE-COMPACTION, 1 5 13-21 VERTICAL CONTROL �, > ORDINANCES NO.801 AND 882 AND APPLICABLE STANDARDS AND SPECIFICATIONS AND BENCHING AND FILLING OPERATIONS. ? T OTHE LATEST EDITION OF THE U.B.C.,APPENDIX 33 . C. DURING INSTALLATION OF BUTTRESS AND CANYON SUB-DRAINS AND FILTER 2. A PERMIT SHALL BE OBTAINED FROM THE ENGINEERING DEPARTMENT,CITY OF MATERIAL. i . 3. THE DEVELOPERAND/OR OT THE CONTRACTOR SHALL NOTIFY ALL UTILITY CONSTRUCTION.UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED DURING - a iHi zoi- A r:' ( ! ! - COMPANIES AND U.S.A.ALERT (1-800-422-4133)48 HOURS PRIOR TO GRADING. D. WHEN ANY U n,m 5 P� N �`� - EROSION CONTROL•ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLAN 4. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT AT LEAST 24 HOURS N ADVANCE OF BEGINNING GRADING OPERATIONS D •.<-. AT 12 ON CENTERS OR ANOTHER APPROVED GROUND COVERS SLOPES OVER 15,IN s ' ` VERTICAL HEIGHT,IN ADDITION TO GROUND COVER,SHALL B PLANTED WITH APPROVE �,� :`.,____ ____� ..M - I D E G TREES,SHRUBS,OR COMBINATIONS THEREOF, SHRUBS SHALL BE PLANTED AT 10'ON 5 E CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY THE CENTERS;TREES,20'ON CENTER;COMBINATIONS,15'ON CENTERS. SLOPES OVER 3' -:y CITYENGINEER. PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C. DUST SHALL B IN VERTICAL HEIGHT SHALL HAVE - S r, �`.,• • •i- '!f`> 6. UT SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL,UNLESS ___ _ C 26. APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST �-f- - OTHERWISE APPROVED,AND SHALL BE SHOWN ON THE PLAN. BE USED TO PROTECT ADJOINING PROPERTIES DURING THE GRADING PROJECT. 7 �� 200 100 0 Zoo 400 600 FILL SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO ,VERTICAL, UNLESS OTHERWISE APPROVED,SHALL BE SHOWN ON PLAN,AND SHALL NOT HAVE LESS APPROVED EROSION PREVENTATIVE DEVICES SHALL BE PROVIDED AND MAINTAINED /' ��3.�+ 8 po < ;\ GRAPHIC SCALE 1�= POD' DURING THE RAINY SEASON AND SHALL BE IN PLACE AT THE END OF EACH DAY'S WORK. ��`•, .. //-jli! 1 ` [' O o ; THAN 90% RELATIVE COMPACTION OUT TO THE FINISHED SURFACE. ` \„, �y '`Es, 1r+ • - 8. FILLS SHALL BE COMPACTED THROUGHOUT TO 907 DENSITY AS DETERMINED BY THE 28. ALL WORK SHALL CONFORM TO THE CITY AND STATE CONSTRUCTION SAFETY tiy /, � sk j• O �k MODIFIED THREE LAYER A.S.T.M.D-1557-70 TEST METHOD. ORDERS. �4! 9. FILL AREAS SHALL BE CLEANED OF ALL VEGETATION AND DEBRIS,SCARIFIED, 29• THE LOCATION AND PROTECTION OF ALL UTILITIES IS THE RESPONSIBILITY OF THE 1 AND INSPECTED BY THE GRADING INSPECTOR AND APPROVED SOILS TESTING AGENCY PERMITTEE. \\ PRIOR TO THE PLACING OF FILL. 30. AN APPROVED SET OF GRADING PLANS SHALL BE ON THE JOB SITE AT ALL TIMES. ^a,PARCEL ,6 IMPROVECISE ,.,.w 'Fp. �i,� 1 10. ALL FILL MATERIAL SHALL BE CLEAN EARTH. NO FILL SHALL BE PLACED UNTIL ` PER PM 32369 PRECISE " w Q5� • 0 �'� �!`< t PREPARATION OF GROUND IS APPROVED BY THE SOILS ENGINEER. 31. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE FROM BEGINNING TO GRADING PLANS BY FUSCOE •V 0 •` '� �� COMPLETION OF GRADING OPERATION. a ' ENGINEERING ° '" a '` Q h 12. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 17 IF CUT OR j/ .' "' ?y, <•° '' `b , CJ FILL SLOPE IS LESS THAN 10',AND 2% IF CUT OR FILL IS GREATER THAN 10'. 32. ALL SLOPES SHALL BE PLANTED AND IRRIGATION FACILITIES SHALL BE PROVIDED ,,,a,,^'•� i • o ° FOR ALL SLOPES IN EXCESS OF 3 FEET VERTICAL HEIGHT WITHIN 90 DAYS AFTER �� / DRAINAGE SWALES SHALL BE A MINIMUM OF 0.5'DEEP AND CONSTRUCTED A MINIMUM + • o%i - OF 2'FROM THE TOP OF CUT OR FILL SLOPES. COMPLETION OF ROUGH GRADING AND SHALL BE IN ACCORDANCE WITH ORDINANCE N0. s='+,��., r <� . ,„ aY :� • �� p� - - •'4 ` s` �` ' ` 0J �•� o �,•• ••� ,VFO ° 13. PROVIDE 5'WIDE BY 1'HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL 882 PRIOR TO THE APPROVAL OF FINAL INSPECTION. o •' �, SLOPES OVER 5'HIGH. 33. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF o My q,k �� WITH THE SITE AND BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING .,,. �� " rr +•®e,, `�� • r� s\ B'• + 14. PROVIDE A BROW DITCH,DESIGNED TO HANDLE 100 YEAR STORM FLOWS ALONG THE FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS,WHETHER OR ,�o �` "w •! `!�5„' ,'° • `�5• ,• •• /} ;� •`?�F):' .. TOP OF CUT SLOPES. NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. a +„..r` �, • �o o p `�+X'1 1 15. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE 34. THE DESIGN ENGINEER SHALL PROVIDE A MINIMUM OF ONE BLUE TOP PER FINISHED 9 PERMITTED. PAD,PRIOR TO ROUGH GRADE APPROVAL. n t'- ,,��> :•• '� `s '•'>•iz' .�`b° 1 fy% 16. A SOILS ENGINEER SHALL BE RETAINED BY THE DEVELOPER,TO SUPERVISE 35. APPROXIMATE DATE OF: BEGINNING OPERATION: 6/20/05 3 �'�.•"' a.a �' ,A• GRADING AND PROVIDE A FINAL SOILS REPORT WHICH INCLUDES FOUNDATION m /'1,>> ;+• , y ;y: 'X •� I!f/•' . REQUIREMENTS (SUBDIVISIONS)AND EXPANSIVE CHARACTERISTICS OF THE SOIL. COMPLETION: 11/11/05 ' q•' PARCEL 15 IMPROVEMENTS CAUTIONI LOCATION OF EXISTING UTILITIES ON y• f %a 17. GRADING CERTIFICATION BY THE DEVELOPER'S CIVIL ENGINEER AND A FINAL ••PER PM 32369 PRECISE 5 COMPACTION REPORT BY A SOILS ENGINEER SHALL BE SUBMITTED TO THE BUILDING N THESE PLANS ARE APPROXIMATE AND GRADING PLANS BY e'y•,:`° �!� y .• v 36. NO ROCK OR OTHER IRREDUCIBLE MATERIAL WITH A MAXIMUM DIMENSION GREATER 'y ^a� AND ENGINEERING DEPARTMENT PRIOR TO ISSUANCE OF BUILDING PERMITS. SHALL BE VERIFIED BY CONTRACTOR r EN ENGINEERING �• y �P THAN 3"WILL BE PLACED IN FILLS WITHIN ROADBED AREAS OR 3'OF FINISH GRADES, PRIOR TO CONSTRUCTION. � 1 1� 18. THE SOILS ENGINEERING INVESTIGATION DATED 12/9/2003 PREPARED BY EEI AND UNLESS THE LOCATION,MATERIALS,AND DISPOSAL METHODS ARE SPECIFICALLY •°� THE ENGINEERING GEOLOGIC INVESTIGATION DATED 12/12/2003 PREPARED BY EEL APPROVED BY THE SOILS ENGINEER. SHALL BE CONSIDERED A PART OF THIS GRADING PLAN,AND SHALL BE COMPLIED WITH. "`' �� _ %'•'. ,t/', \Q} y1.1 (�� 37. THE ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND �•" ` f ' CJi' x < G- 19. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT OBTAIN INSPECTION BEFORE APPROVAL. LEGEND AND ABBREVIATIONS `'%:;;=4; .'':` ': ` / ,< •• CERTIFICATION OF BUILDING PAD ELEVATION. WHERE SPECIFIC ELEVATIONS ARE � � IF 38 UNTIL ALL RETAINING WALLS ARE • t V TOP OF WALL _ TW '��r, ;/` "- ' " + tl AN ELEVATIONWITH ARESPECTITTOR ADJACENT OGROUND SSURFACE LIS RDU RED,ITHE APPROVED BYBUILDING DEPARTMENT. ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN TOP OF FOOTING....... .....................................TF _" �I v. r 20. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO BACK OF WALL ._ ...................................BIN BEGIN CURVE ._._..___ .._..__........................ _.. BC •.�P :P y\ COMMENCEMENT OF ANY CONSTRUCTION/GRADING. _ 0 EDGE OF PAVEMENT -- EP END CURVE EC +�.• :�•y 21. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST 1.5 SHALL BE SUBMITTED <.>. BY A SOILS ENGINEER TO THE BUILDING AND ENGINEERING DEPARTMENTS FOR CUT .'! < 5 \ J EXISTING ____------------------------------ EXIST ELEVATION PER SEPARATE._._._._............_._.._.___._._.__ c l l �• '•S?� WD I D #833C329158 AND FILL SLOPES OVER 30'IN VERTICAL HEIGHT. ' PLAN SET (AS NOTED) FLOW LINE---------------------.._.__..__._._.FL .+1' RD• 0 DIRECTION OF FLOW_-------__.._._._._._._._._.._._.___ CN '. OUS y1 FINISHED SURFACE ._-_------_._._.._._._._._._-----------FS FACE OF WALL DAYLIGHT LINE------_----------------._---------------_._ "-'---.-FW IN W TOP OF SLOPE �Tr- PORTLAND CEMENT CONCRETE __.PCC PE S E OFLO O _ O� ASPHALT CONCRETE__------_-----------_----------._._..AC TO TOEDOFS SLOPE BOUNDARY__ _...._._........ OWNER/DEVELOPER ENGINEER/CONTACT PERSON %q AGGREGATE BASE-------------------------------------AB CAMBERN & CENTRAL,LLC THE BERGMAN COMPANIES THESE PLANS WERE PREPARED UNDER THE DIRECTION OF BARRY J. COWAN. SEWER LINE ----------- S- 265 SANTA HELENA,SUITE 125 137,15 SEMINOLE DRIVE A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA. MINIMUM..___-..._._.__._._.___ MIN SOLANA BEACH,CA 92075 CHINO.CA 91710 - s� v - i8 m WATER LINE g o A �'}< 6�3o/e s Fq Rom! a PROPERTY LINE.__-__ .__._._.___PL CONTACT: DON HOWELLS CONTACT: MARK BERGMAN .j.J 1 O RETAINING WALL._ PHONE: (858)259-4681 PHONE: (909)627-3651 BARRY J AN C 46568 DATE 4�! 1i c a PROPOSED_._.____._. PROP. FIRE HYDRANT _.___-_._._._._._._.___.__, FAX: (858)259-4687 FAX: (909)627-5425 EXPIRES 6/30/07 3? __._.___ roe C E ....... � TO SOIL ENGINEER CONTACT PERSON: BARRY J. COWAN 'eye '- i' 0 WATER VALVE -._.._'_'_'_'_'_' -------- ® qq o TOP OF GRATE ..._ TG EEI LEGAL DESCRIPTION p /'►T T q SEWER MANHOLE _.__. PROJECT S'1 E ._ m m o Qs 5835 AVENIDA ENCINAS,SUITE 118 �!• o TYPICAL _.__._.__._-_____-__-__._ TYP. CARLSBAD,CA 92008 F g z C / SEWER CLEAN OUT ALL OF TRACT 3472-R,AS SHOWN BY MAP ON FILE IN BOOK 57, z c WATER _. WAT -® PAGE'S 9 AND 10 OF MAPS,RECORDS OF RIVERSIDE COUNTY, ----------------.-.-.-.-.-.-.-- CONTACT: RICHARD G.LAPRAIRIE CALIFORNIA; !•�' y . a - FUTURE IMPROVEMENTS ---- PHONE: (760)431-3747 �• 0 o STORM DRAIN ..................-._-------------------- SD FAX: (760)431-3748 EXCEPTING THEREFROM THAT PORTION DEEDED TO THE STATE � a� LIMIT OF WORK -.----------__---- ^^-- E O p •V Od' > SEWER __.__._.__._..._.___.-____.___.__.__._._._SEW CALIFORNIA BY DOCUMENT RECORDED DECEMBER 9,1977 AS 9P '1'h + FINISHED GRADE CONTOUR._._._.____._.______--1300- INSTRUMENT NO.245217 OFFICIAL RECORDS OF RIVERSIDE COUNTY• Fq O CALIFORNIA; VICINITY MAP o,- INVERT ELEVATION IE w a 'ROUGH GRADE CONTOUR............ ---•-13;-C ^ it - O - OF --'--'- "ROUGH GRADING CONTOURS AS S90/YN 9.V P.1/32369 RO9O//OR70/NG PLANS ALSO EXCEPTING THEREFROM THAT PORTION DEEDED TO THE ,n CURB FACE_. _._.__-__-_ DECORATIVE PAVING AREA. -• a= PER ROUGH GRADING PLANS,SUBGRADE TO BE ACHIEVED BY SUBTRACTING OUT RIVERSIDE COUNTY TRANSPORTATION COMMISSION BY FINAL ORDER OF v rn __._._._ _ STRUCTURAL SECTION FROM FINISHED GRADE CONTOURS SHOWN. SEE SPECIAL CONDEMNATION RECORDED AUGUST 22,2001 AS INSTRUMENT NO. o DRIVE AISLE AREA _. DUMPSTER AREA._._.._------------- _ NOTE ON SHEET 5 OF 31 OF ROUGH GRADING PLANS FOR CLARIFICATION. 2001-405567 OFFICIAL RECORDS OF RIVERSIDE COUNTY,CALIFORNIA. c -0 PARKING STALL AREA..........__.__._._.___._._._._.__IM W.S_ 0111al Y005 o +°m BENCH MARK REVISIONS APPROVED DATE THESE PLANS HAVE BEEN REVIEWED FOR SEAL N CITY O F LAKE E L S I N O R E DIG ALERT eeoFFssla 1.i+soz UNAUTHORIZED CHANGES: SHEET Y(Ni CITY OF LAKE ELSINORE BM B-95-56 COMPLIANCE WITH THE APPROPRIATE a CONDITIONS OF DEVELOPMENT AND/OR jZ CK ENGII�IEEIUIG COMPA-NY CAUTION:THE.ENGINEER PREPARING THESE PLANS WILL NOT BE F it c \ ai °� DESCRIPTION: CHISELED SQUARE �' m RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE c ON TOP OF CURB,ELEV = 1274.91 CITY AND STATE LAWS,AND A PERMIT - BARRY J. COWAN % PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED FINE GRADING PLANS OF E :(1 i Sen Ixago Rivvside Oreuge Phcevlx Tucson CALL CAN BE ISSUED. . ,n„1 enx BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. u " C LOCATION: FROM THE APPROXIMATE :arosa w.tswmvss FOR R i c o BEFORE no. C46568 21I N 0 N INTERSECTION of COLLIER AVENUE LAKE ELSINORE MARKET PLACE T' 6-30-07 � SCALE: o O Z AND CENTRAL AVENUE 66 FEET YOU D10 / Ezo. SHEETS SOUTHWESTERLY ALONG CENTRAL 1-800-227-2600 r�( B S o$ Jr4r CIVIL Qa�Q 2 PREPARED UNDER THE DIRECTION OF: FILE NO. v AND NORTHWESTERLY 32 FEET TO UNDERGROUND SERVICE ALERT ROBERTI<.MOEIMNG .No. 6 DATE f OF CAVYFO IZ,ur�1�1 Gl C.uM+ C 300 DATE: TITLE SHEET 7�9 / o OPPOSITCHISELEE FIRE SQUARE HYDRAN TOP OF CURB Cal at least 2 roriclrg days prior to excavating. DESIGNED BY: DB DRAWN BY: DB CHECKED BY: BJC CITY ENGINEER EXP.DATE 6/30/2006 p BARRY J CO AN,RCE °C46568 (EXP.6-30-07) DATE PLOT DATE: 10-JUN-2005 JN 14502 ('