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HomeMy WebLinkAboutTR 31920-9, 10, 11 RGP PH 2 Rev. 1 & 6A GRADING NOTES: ROUGH GRADING PLAN 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF LAKE ELSINORE MUNICIPAL CODE CHAPTER 15.72 AND SPECIFICATIONS AND THE LATEST EDITION S�MMF. OF THE CALIFORNIA C.B.C.2013 BUILDING VOLUME 2 APPENDIX J. FO g �gNE 2. A PERMIT SHALL BE OBTAINED FROM THE ENGINEERING DEPARTMENT,CITY OF LAKE ELSINORE, R PRIOR TO ANY OPERATION. TRACT 31920-9 TRACT 31920-10 & TRACT 31920-11 = 3: THE DEVELOPER AND/OR THE CONTRACTOR SHALLNOTIFY ALL UTILITY COMPANIES AND U.S.A. Rgi�ROgp ALERT(1-800-422-4133)48 HOURS PRIOR TO GRADING. 4. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT AT LEAST 24 HOURS IN ADVANCE CITY OF LAKE ELSINORE TA ORE �NYON ROAD OF BEGINNING GRADING OPERATIONS. DRIVE 5. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY THE CITY ENGINEER. COUNTY OF RIVERSIDE HEMLOCK STREET 6. CUT SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL,UNLESS OTHERWISE APPROVED, PRY �s AND SHALL BE SHOWN ON THE PLAN. o ss 7. FILL SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL,UNLESS OTHERWISE STATE OF CALIFORNIA - MALAGAyPOP� APPROVED,SHALL BE SHOWN ON PUN,AND SHALL NOT HAVE LESS THAN 90%RELATIVE COMPACTION �90 OUT TO THE FINISHED SURFACE. Gq 8. FILLS SHALL BE COMPACTED THROUGHOUT TO 90%DENSITY AS DETERMINED BY THE , ^- A.S.T.M.D-1557-70 TEST METHOD. 9. FILL AREAS SHALL BE CLEANED OF ALL VEGETATION AND DEBRIS,SCARIFIED,AND INSPECTED BY THE ;�• ='--=-` ,--'' f ��9 GRADING INSPECTOR AND APPROVED SOILS TESTING AGENCY PRIOR TO THE PLACING OF FILL. i 1; `p I' L"1 --- Y o""T, 1 [ t` y OLIVE ST. ` 10. ALL FILL MATERIAL SHALL BE CLEAN EARTH. NO FILL SHALL BE PLACED UNTIL PREPARATION OF {' I --t GROUND IS APPROVED BY THE SOILS ENGINEER. 1; I II '� " i"�« '11 1 11. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/2" PER FOOT f FOR A MINIMUM OF 3',THEN 1%(MINIMUM)TO FLOWUNE OF EARTH SWALE. SPECIAL NOTES 12. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1%IF CUT OR FILL LEMON STREET SLOPE IS LESS f /'~~ r -` \ - THAN 10',AND 2%IF CUT OR FILL IS GREATER THAN 10'. DRAINAGE SWA ES SHALL BE A MINIMUM OF 41. THE GRADING CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEERING GEOLOGIST/SOILS 1\ \ PROJECT 0.5'DEEP AND CONSTRUCTED A MINIMUM OF 2'FROM THE TOP OF CUT OR FILL SLOPES. ENGINEER NOT LESS THAN 72 HOURS IN ADVANCE OF THE LOCATION OF ANY SOILS PROPOSED \_ / '1 « \ FOR IMPORT. EACH PROPOSED IMPORT SOURCE SHALL BE`SAMPLED, TESTED AND APPROVED - •.� < 1' A -�:_L.._. -'""�"~� �ti� a sITE 13. PROVIDE 5'WIDE BY V HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5'HIGH. PRIOR TO DELIVERY OF SOILS FOR USE ON THE SITE. NO IMPORTED BORROW FROM OUTSIDE . THE SPECIFIC PLAN AREA AS DESCRIBED IN CITY ORDINANCE 1105 SHALL BE ALLOWED. 14. PROVIDE A BROW DITCH,DESIGNED TO HANDLE 100 YEAR STORM FLOWS ALONG THE TOP OF CUT SLOPES. 15. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL.WATER COURSES SHALL BE PERMITTED. 42. THE CITYS APPROVAL OF THIS ROUGH GRADING PLAN DOES NOT GRANT ANY APPROVAL FOR i a I I f I " \` «� i \ VICINITY MAP 1 111 THE FUTURE PAD ELEVATIONS ALL FUTURE RESIDENTIAL AND/ORS COMMERCIAL LOTS SHOULD (J I , i 1 1 p"� I \ � NOT TO SCALE 16. A SOILS ENGINEER SHALL BE RETAINED BY THE DEVELOPER,TO SUPERVISE GRADING AND PROVIDE A HAVE THEIR PAD ELEVATIONS AT 1267.0 FT. MINIMUM AND THE GARAGE FINISHED FLOOR ( « [ FINAL SOILS REPORT WHICH INCLUDES FOUNDATION REQUIREMENTS(SUBDIVISIONS)AND EXPANSIVE ELEVATIONS AT 1267.00 FT. . CHARACTERISTICS OF THE SOIL. 1 i - 43. REFERENCE IS MADE TO THE LETTER TO RAY O'DONNELL FROM RIVERSIDE COUNTY FLOOD f �`'ff� ,-. j " i s « r SHEET INDEX 17. GRADING CERTIFICATION BY THE DEVELOPER'S CIVIL ENGINEER AND A FINAL COMPACTION REPORT BY A '. CONTROL DISTRICT,DATED AUGUST 12,1999. THIS GRADING PLAN IS CONSISTENT WITH THE �� 1 t'% _t_._. ;.�ApaNT-- " • �{ ° SOILS ENGINEER SHALL BE SUBMITTED TO THE BUILDING AND ENGINEERING DEPARTMENTS PRIOR TO GRADING PLAN"E"REFERRED TO IN THE ABOVE LETTER FOR FLOOD STORAGE CAPACITY AND ISSUANCE OF BUILDING PERMITS. OPERATION. I SHEET DESCRIPTION J i � � : � 18. THE GEOTECHNICAL REPORT DATED 11/30/07 PREPARED BY NEBLE-11 AS$OC TES I I� . " } t t" ,)^)° ��-'"� 0 1 TITLE SHEET AND THE SOILWORKS LETTERS DATED 10/24/13 AND 07/01/14SHALL BE CONSIDERED A PART OF THIS ( j i II ( ,- l + I + GRADING PLAN AND SHALL BE COMPLIED WITH. 2 DETAILS/SECTIONS SHEET II ............... .% 3-7 ROUGH GRADING TRACT 31920-11 19. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING + j' 8-13 ROUGH GRADING TRACT 31920-TO _ 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 GROUND SURFACE IS ( " REQUIRED,THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. y I•,, �� t ( �j It( " 14-18 ROUGH GRADING TRACT 31920-9 20. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY ` i M ((I� ')'" I 19 SOIL FILL AREA CONSTRUCTION/GRADING. - ��""• ! _ t 21. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST 1.5 SHALL BE SUBMITTED BY A SOILS ENGINEER I © 20-21 EROSION CONTROL SHEETS TO THE BUILDING AND ENGINEERING DEPARTMENTS FOR CUT AND FILL SLOPES OVER 30'IN VERTICAL HEIGHT• E -- - LEGEND AND ABBREVIATIONS 22. A FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. 23. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED,IT MUST BE CLEARED,KEYED - `�` TRACT BOUNDARY TC TOP OF CURB AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE w I ------- RIGHT OF WAY FL FLOWUNE ELEV. APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL SLOPES GREATER THAN 5:1 ARE TG TOP OF GRATE REQUIRED TO BE KEYED AND BENCHED. - r' LOT LINE 24. THE SOIL ENGINEER SHOULD INSPECT THE CONSTRUCTION IN THE FOLLOWING STAGES: GB GRADE BREAK A UPON COMPLETION OF CLEARING AND DURING EXCAVATION AND BEFORE BACKFILL OF ALLUVIAL, 1 - _.� �_ TOP Nk TOE OF SLOPE fG FINISH GRADE .. - COLLUVIAL AND TERRACED AREAS AND ANY SUBSTRUCTURES. 7 / INDEX MAP -R---R- RIDGE LINE LP LOW POINT B. DURING ALL ROUGH GRADING AND OPERATIONS INCLUDING PRE-COMPACTION, BENCHING AND FILLING -' OPERATIONS. - , +-200 -0---C- CONTROL LINE HP HIGH POINT C. DURING INSTALLATION OF BUTTRESS AND CANYON SUB-DRAINS AND FILTER MATERIAL. �� O SHEET NUMBER D. WHEN ANY UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED DURING CONSTRUCTION. V. INVERT OF PIPE -I250- PROPOSED CONTOUR IN IN FINISH SURFACE 25. EROSION CONTROL ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT 1Y sue-TRACT NUMBER ON CENTER OR ANOTHER APPROVED GROUND COVER. SLOPES OVER 15'IN VERTICAL ------1250---------- EXISTING CONTOUR FF FINISHED FLOOR HEIGHT,IN ADDITION TO GROUND COVER,SHALL BE PLANTED WITH APPROVED TREES,SHRUBS,OR PRIVATE ENGINEER'S NOTICE TO CONTRACTOR PE PAD ELEVATION COMBINATION THEREOF. SHRUBS SHALL BE PUNTED AT 10'ON CENTER;TREES,20'ON CENTER; „>} O _ _ --+►- EXISTING POWER POLE COMBINATIONS, 15'ON CENTER. SLOPES OVER 3'IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURE SHOWN ON THESE ♦ --- µ µ --- - -� "' 70 LOT NUMBER GFF GARAGE FINISHED FLOOR SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER UPC. PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS.THESE LOCATIONS ARE APPROXIMATE 1 I GL GARAGE UP 26. APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT AND SHALL BE CONFIRMED BY THE CONTRACTOR,SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE _._.___ - _- --"'"'--., - ii DAYLIGHT LINE ADJOINING PROPERTIES DURING THE GRADING PROJECT. IN AUGNMENT AND/OR GRADE OF THE PROPOSED IMPROVEMENT.THE CONTRACTOR IS REQUIRED TO 1, II u GUTTER FLOW RATE TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER LINTS 27. APPROVED EROSION PREVENTATIVE DEVICES SHALL BE PROVIDED AND MAINTAINED DURING THE RAINY NOT ON RECORD OR NOT SHOWN ON THESE PLANS,AND IS RESPONSIBLE FOR THE PROTECTION OF,AND ; ; '2 GRADED SWALE SEASON AND SHALL BE IN PLACE AT THE END OF EACH DAY'S WORK. ANY DAMAGE TO THESE LINES OR STRUCTURES. tit --- 28. ALL WORK SHALL CONFORM TO THE CITY SAFETY Y AND STATE CONSTRUCTION SAF ORDERS. CONSTRUCTION CONTRACTOR AGREES HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE I I / ----- - STREETSTREET CENTERLINE FLOWUNE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT,INCLUDING SAFETY OF ALL PERSONS j 29. THE LOCATION AND PROTECTION OF ALL UTILITIES IS THE RESPONSIBIUTY OF THE PERMITEE. AND PROPERTY,THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING I ,1 i 18 CONSTRUCTION NOTE ` \l 30. AN APPROVED SET Of GRADING PLANS SHALL HOURS,AND THAT THE CONTRACTOR SHALL DEFEND,INDEMNIFY AND HOLD THE OWNER AND ENGINEER ON THE JOB SITE AT ALL TIMES. HARMLESS FROM ANY AND ALL LIABILITY,REAL OR ALLEGED,IN CONNECTION WITH THE PERFORMANCE OF _ -1` / GRAVEL BAG ROW 31. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE FROM BEGINNING TO COMPLETION OF GRADING WORK ON THIS PROJECT,EXCEPTING FOR THE LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER ` V/ EXISTING STORM GRAIN OPERATION. OR THE ENGINEER. -- } ���- � PER STREET IMPROVEMENT PUNS 32, ALL SLOPES SHALL BE PLANTED AND IRRIGATION FACILITIES SHALL BE PROVIDED FOR ALL SLOPES IN EXCESS OF 3 FEET VERTICAL HEIGHT WITHIN 90 DAYS AFTER COMPLETION OF ROUGH GRADING AND SHALL BE - DEEPENED FOOTING IN ACCORDANCE WITH ORDINANCE NO.882 PRIOR TO THE APPROVAL OF FINAL INSPECTION. EARTH WORK QUANTITIES: 33. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SOILS ENGINEER'S CERTIFICATE MASTER DEVELOPER INSTALLED WALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY fLL EXPORT AND FENCE-SEE MASTER DEVELOPER FROM HIS OPERATIONS,WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PUNS. SOILWORKS.NIC.HAS REVIEWED THE PLWS FROM A - 7,788 C.Y. 5,905 C.Y. 1,882 C.Y. LANDSCAPE PLANS 34. THE DESIGNER ENGINEER SHALL PROVIDE A MINIMUM OF ONE(1)BLUE TOP PER FINISHED PAD,PRIOR TO GEOLOGIC/DEOTEOHNICAL ENGWERING scwDarnNF ONLY.THE PROPOSED MERCHANT BUILDER ROUGH GRADE APPROVAL. "S ARE IN COMIUANCE M THE GEaOGICIGEOIECHNM EXPORT MATERIAL TO BE EXPORTED TO LOT 27,SEE SHEET 19 INSTALLED WALL AND FENCE ENGINEERING RECOUMENNWNS PRESENTED IN THE REFERENCE SEE LANDSCAPE PLANS 35. APPROXIMATE DATE OF: BEGINNING OPERATION: JULY 2014 - PROTECT REPOKITS)AND SUBSEQUENT ADMMA THIS REWEV DO NOTE: ESTIMATED VOLUMES FOR PERMIT PURPOSES.CONTRACTOR SHALL T,-- v Y EXISTING STREET LIGHT COMPLETION: OCTOBER 2014 NOT INCLUDE CHECKING THE ACCURACY OF THE Cna AND SmuCTURa. ,--•, 36. NO ROCK OR OTHER IRREDUCIBLE MATERIAL WITH A MAXIMUM DIMENSION GREATER THAN 3" WILL BE Q ENGINEERING DESIGN AND DIMENSIONS,INCLUDING LINES AND DERIDES RRpTESSIgp DETERMINE HIS OWN QUANTITIES. .. 1•-4 L, OR COWU4NCE NRH BUILDING CODE REQUIREMEMRS,xNrcw ORE o kF . ( EXISTING FIRE HYDRANT PLACED IN FILLS WITHIN ROADBED AREAS OR 3'OF FINISH GRADES,UNLESS THE LOCATION,MATERIAL, I I l'I { l - a AND DISPOSAL METHODS ARE SPECIFICALLY APPROVED BY THE SOILS ENGINEER. 111 IJVV i1TT LLL JS INE PUS OFOff' �� �," • - ----'dr----- EXISTING WATER LINE 37. THE ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND OBTAIN INSPECTION BEFORE ,. PROUECT NO.: I -01 EXISTING WATER LATERAL APPROVAL. * y,p►Iy ♦ AND METER BOX 38. GRADING PLANS WILL NOT BE APPROVED UNTIL ALL RETAINING WALLS ARE APPROVED BY THE BUILDING REPORT(S)WE' JMY T sofa -I5--�`•., EXISTING WATER VALVE DEPARTMENT. �>EOi -_.-S- --- EXISTING SEWER LINE 39. THIS SITE HAS OBTAINED A NATIONAL POLLUTION PREVENTION EOMBNATION SYSTEM(NPDES) 0 SIGNATURE -- --- aaE 8'` ---4 -- EXISTING SEWER MANHOLE PERMIT TO REGULATE MUNICIPAL AND INDUSTRIAL STORM WATER DISCHARGES. -' NPDES WDID#AS :8 S WILL 736 DATE ISSUED:N/23/10 �oo ^�^v��oo �� 40. DRAINAGE EASEMENTS WILL BE KEPT CLEAR OF ALL OBSTRUCTIONS.NO SUBJECT T OR WALLS SHALL Q 0 0 o U 0 0 0 WDID # 8 33C358736 BE PLACED WITHIN EASEMENT LIMITS.TEMPORARY IMPROVEMENTS ARE SUBJECT TO REMOVAL AT OWNER'S EXPENSE. Cal Ful WOdtlng Days InAdvmce 13 V 8/7 GRADING PERMIT NO. a ADOBD tOW hA IFORREVISED CML9ES� ENGINEERING GEOLOGIST SOILS ENGINEER: OWNER REVISIONS: PREPARED UNDER SUPERVISION OF: SCALE: WILSON MIKAMI CITY OF LAKE ELSINORE D ED SHEET I7A'ADUE W O pPOTEStI SOILWORKS, INC. SOILWORKS, INC. McMILLIN SUMMERLY, LLC 9'i'IL M �`- �07NISI C O R PO RATI O N SHEET AD PTT To AND 23 c SCOTT M.WILSON DATE DATE: 9 CORPORATE PARK T: 949-679-0090 ROUGH GRADING PLAN EARTH SCIENCES GROUP EARTH SCIENCES GROUP 2750 WOMBLE ROAD, SUITE 200 RCE NO.49884 EXP. 9-30-14 05/26/1a 9CO too R6VN H;EO SNEE7'S CI 15 16 H 9 10 AND ATDMI> (11/ G/ b F. 949-679-0091 350 FISCHER AVENUE 350 FISCHER AVENUE SAN DIEGO, CA 92106 no.aaaea A OF 21 y THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE NTH THE IRVINE,CA 92606 PHASE 2 $F(P.EIS LLkA 1sA na Aua L8A * vxA+a APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND BENCHMARK: �- COSTA MESA, CA 92626 COSTA MESA, CA 92626 T(619) 794-1252 `"" / MARK DES(TiIP90N BY APR. DAZE Jj9 nvn �! STATE LAWS,AND A PERMIT CAN BE ISSUED. RIVERSIDE BENCHMARK N0.BM E-3-70.MISSION 1Y79.L BRASS DISC IN CONCRETE POST MISSION NORTH OFT TRACT 31920-9, 31920-10, 3 1920-11 FlLE NO. - PH: 714-668-5600 PH: 714-668-5600 F(619) 336-3010 /F� Dp�\(� INTERSECTION OF CORYOON STREET AND MSSION TRAIL D'EAT OF THE CENTQtUNE OF MISSION'TRAIL. DESIGNED BY: WC DRAWN BY: WMC BASIS OF BEARING: TITLE SHEET N WWW.SOIIWOEI(SIOC.COnI WWW.SOIIWOEI(SIOC.CORI CHECKED BY: S.WILSON PROJECT MANAGER:S.WI SON WILIER E AU ISON CITY ENGINEER RCE 45448 INTERS INTERSECTIONS OF CEREAL STREET AND STONEMAN STREET A NND MONUMENTS BEET AND NCO YYDDO STREET. T RUNE - SEE SHEET 5 1264.4 Tc so. _ so.00' ss.00' � ! \` 134.50" --7 12672 FG \ 150.89' 1268.E FG i i N I a LOTIJNE TRACT HGA LOT AS' 9 1264.4 TC \ L I I 'WIX 5m WIDTH VARIES A II 17 �a� `� �� \ ��b PROP. r.1 uAx PAD=1267.0 � \1267.2 FG \ llc +Q I� PAD EI.EV Exi �`b+ 35 ,� ,� 33 ' °= _ �COURSE PAD=1267.0 \\ \ �° 3 PAD=1268.6 1269.4 FC 1 i o �i AD EUVA77ON DAYLIGHT TO _ - - ,`� \ V. SECTION E-E \ 1IM11S OF GRADING N.T.S. 18 PAD=1267.0 C��\ \ 1264.5 77;\ ` \ �' \\ i' ' \� \ I I _ � � I Ee i `` 6 // 1266.4 TC HP \ �� J I I �' I 1 A PROPOSED WALL CURB c� 18 II 11 � -PROPOSED 5' 1266.3 TC 1266. FS I 12 I .I I '� Im�p�I_ PROJECT WALL S'WA MY KWAY 8' 12FA7 \\\ 34 HP ` \ /\PAD=1267.0 VARIES 2NO I I I 1 • o I 12 arc \\ // /�/ 11 1 \ 1\ PAD ELEV tit `(/ DAYLIGHT TO 19� � �`\\ � 12 / 1270.4 FG� 1 �2>0 �?�Oo 11 \\ �IXISTING PARKWAY GRADING � EC TRACT 60UNQ4RY PAD 1266.3 TC % / 11 4? ?)c \ \ PAD ELEVATION =126Z0 � ` � \ '� Q� / 1 �' SECTION H-H '� 31 N.T.S. 1266.1 TC i 32 1 \ 1 \ W PAD=1268.4 \ A ,?gyp W i \ � \ 1265.1 TC --' � n Cb• \ ` cod` ' 1 \ \ fi V, -NOTE: ALL WALLS AND FENCES ARE TO BE INSTALLED PER \ \` 1265.1 TIC `� 265.5 T \ �� \\ \\ N 0 �I 1 LANDSCAPE PLANS(BY SEPARATE PERMIT) LOI AS ' PAD-1zszD 1265.2 Fs \ ` cOj �'616 \ 127os Fc \ \ '�' � % GB\ 1265.8 Tc \\\ 1271.0 FGECR \ \\ 1268.4 FIGfi 0 096. III 31 \ pti/ 1269.4 FG .�\ ' d's_ ,��/ . � '• \ � PAD=126Z6 lb /,' • BCR \\\\\\ i 4271.4 FG \ �co�O\ PAD=12670\ \��/ � soo`s\ \ O `�\\;\ PROPOSED WALL 30 i PAD=1269.2 1266.E 7C X \ \gn\ '0+ 22 NOTE F910=126Z5 12667 TC \ 1� ,/' 12717 FG \\ SEE TYPICAL LOT DRAINAGE DETAIL ON SHEET 2 FOR PAD GRADING 1266.6 7C v \ e �c ' + `\ �� �I `�9;\\ �� 1271.EFG I ; LEGEND ti �\� \ O� \\ /, 2 PROPOSED WALL a+ / I 70 LOT NUMBER 12667 TC PAD= / o< '� � 127 � �� PAD= PAD ELEVATION \ /�� O /' `�•' TC TOP OF CURB 23 / \ \ + r v rn. BC R BEGIN CURB RETURN PAD=1268.1 \ N\ N �� 27062 TC ECR END CURB RETURN 126Zo it; 1270. SEE SHEET 7 GRAPHIC SCALE 2D 0 To m a ro woo bV IN FEET 1 inch= 20 ft. ENGINEERING GEOLOGIST SOILS ENGINEER OWNER REVISIONS: PREPARED UNDER SUPERVISION OF: SCALE: M WILSON M 1 KAM I CITY OF LAKE ELSINORE pROTESS/qyq� CORPORATION SOILWORKS, INC. SOILWORKS, INC. McMIWN SUMMERLY, LLC scoTT M.wlLsoN DATE DATE: 9 CORPORATE PARK T., 949-679-0090 ROUGH GRADING PLAN o EARTH SCIENCES GROUP EARTH SCIENCES GROUP 2750 WOMBLE ROAD, SUITE 200 RCE NO.49884 EXP. 9-30-16 l SUITE too F. 949-679-0091 OF 21 g 350 FISCHER AVENUE 350 FiSCHER AVENUE SAN DIEGO, CA 9210E 3 REWSED CUL-DE-SAC (t y I'1o•4/tO THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE NTH THE Z��l6 IRVINE,CA 9260E PHASE 2 Exp.9/]0�18 * APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND BENCHMARK: COSTA MESA, CA 9262E COSTA MESA, CA 9262E T(619) 794-1252 s �,, e RIVERSIDE BENCHMARK NO.BM E-3-7D.ELEV.1279.829. BRASS D IN CONCRETE POST 72'NORTH OF T PH: 714-668-5600 PH: 714-668-5600 F(619) 336-3010 MARK DEscRwnoN ev APPR. DATE lq�, Cp`\F \ STATE LAWS,AND A PERMIT CAN BE ISSUED. DISC IN of CORYDON STREET AND MISSION TRAIL 27'UST of THE CENTERLINE of MISSION TRAIL TRACT 31920-9, 31920-10, 31920-11 FILE N0. DESIGNED BY: WMC DRAWN BY: WMC BASIS OF BEARING: LOTS 18-22, 30-35 1{}•Z6� WWW.SOIIWOTI(SITC.COTTI WWW.SOIIWOf1(SITC.COTTt CENTERLINE OF CEREAL STREET,BEING N82'52'48,1',BETWEEN MONOME"`S 3 AND 4.BEING THE CENTERLINE CHECKED BY: S.WILSON PROJECT MANAGER:S.WILSON KEN RUKAVINA INTERIM CITY ENGINEER RCE 42866 INTERSECTIONS OF CEREAL STREET AND STONEMAN STREET AND CEREAL STREET AND BE STREET.