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Home My WebLink About943 GRADING NOTES CONSTRUCTION NOTES I 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF LAKE ELSINORE ORDINANCES ROUGH GRADING NO.801 AND.882 AND APPLICABLE STANDARDS AND SPECIFICATIONS AND THE LATEST EDITION OF THE U.B.C,CHAPTER 70. ai -CONSTRUCT STREET UNDERCUT PER STREET SECTION ON SHEET N0.2 j 2. A PERMIT SHALL BE OBTAINED FROM THE ENGINEERING DEPARTMENT,CITY OF LAKE ELSINORE, to-CONSTRUCT BERM AT TOP OF SLOPE PER DETAIL ON SHEET N0.2 ®� �� PRIOR TO ANY OPERATION. 3 NOT USED ORS � REMOVE AND DISPOSE OF EXISTING POWER POLE ROUGH ~ 3. THE DEVELOPER MID/OR THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AND U.SA REMOVE AND AND DISPOSE OF ABANDONED 24"WATER LINE ALERT(1-800-227-26DO)48 HOURS PRIOR TO GRADING. Go-REMOVE AND DISPOSE OF EXISTING GROUTED RIP RAP AND CUP PIPING FOR 4. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT AT LEAST 24 HOURS IN ADVANCE ABANDONEXISTING WELL AND STANDPIPE ' OF BEGINNING GRADING OPERATIONS. (D--REMOVE AND RECONSTRUCT EXISTING 12KV ELECTRICAL DUCT BANK PER SEPARATE PLAN �� ® ^� 11 20 5. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY THE CITY ENGINEER. O9 ---ABANDON EXISTING IRRIGATION WELL AND/OR STANDPIPE PER COUNTY HEALTH DEPARTMENT REQUIREMENTS TRACT 3 �./j L''L/ 6. CUT SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL,UNLESS OTHERWISE APPROVED, DRAINAGE _ �� - LAKESHORf DRIVEDN ROAD AND SHALL BE SHOWN ON THE PLAN. 10 NOT USEDSOUTHERLY 7. FILL SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL,UNLESS OTHERWISE 11 REMOVE PORTION OF EXISTING STORM DRAIN AND PLUG END HEMLOCK STREET APPROVED,SHALL BE SHOWN ON PLAN,AND SHALL NOT HAVE LESS THAN 90%RELATIVE COMPACTION 12 CONSTRUCT PCC V-DITCH PER DETAIL ON SHEET NO.28 0 �S OUT TO THE FINISHED SURFACE. CONSTRUCT C.M.P. RISER INLET PER DETAIL ON SHEET NO.28 o sf 8. FILLS SHALL BE COMPACTED THROUGHOUT TO 90%DENSITY AS DETERMINED BY THE 14 13NOT USED CITY OF LAKE ELSINORE AS.T.M.D-1557-91 TEST METHOD. 15 CONSTRUCT TERRACE DRAIN PER DETAIL ON SHEET NO.28 1�6-CONSTRUCT DOWN DRAIN PER DETAIL ON SHEET NO.28 COUNTY OF RIVERSIDE MALAGA Roy �oPo� 9. FILL ARIAS SHALL BE CLEANED OF ALL VEGETATION AND DEBRIS,SCARIFIED,AND INSPECTED BY THE 17 CONSTRUCT TERRACE DRAIN AND DOWN DRAIN TRANSITION PER DETAIL ON SHEET N0.28 GRADING INSPECTOR AND APPROVED SOILS TESTING AGENCY PRIOR TO THE PLACING OF FILL 18 CONSTRUCT V-DITCH 70 PIPE TRANSITION PER DETAIL ON SHEET NO.28 10. ALL FILL MATERIAL SHALL BE CLEAN EARTH. NO FILL SHALL BE PLACED UNTIL PREPARATION OF Q19 CONSTRUCT 6'LONG CONCRETE SPLASH WALL PER DETAIL ON SHEET NO.28 STATE OF CALIFORNIA GROUND IS APPROVED BY THE SOILS ENGINEER. 20 INSTALL 12"PVC DRAIN PIPE 11. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/2• PER FOOT FOR A MINIMUM OF 3',THEN 1%(MINIMUM)TO FLOWLIRE OF EARTH SCALE. EROSION CONTROL 9` OLIVE ST. 12. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1%IF CUT OR FILL SLOPE IS LESS 21-, INSTALL SINGLE SANDBAG ROW PER DETAIL ON SHEET NO. 19 THAN 10',AND 2%IF CUT OR FILL IS GREATER THAN 10'. DRAINAGE SWALES SHALL BE A MINIMUM OF 22 CONSTRUCT LIGHT CLASS RIP-RAP PAD PER DEFAL ON SHEET NO.21 0.5'DEEP AND CONSTRUCTED A MINIMUM OF 2'FROM THE TOP OF CUT OR FILL SLOPES. 23 INSTALL SANDBAG ROW ON UNPAVED STREET PER CITY OF LAKE ELSINORE - LSI 13. PROVIDE 5'WIDE BY V HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5'HIGH. 24 INSTALL SANDBAG CHECK DAM PER CITY LAKE SHEE Rf 25 CONSTRUCT LIGHT CLASS RIP-RAP PER DETETAIL ON SHEET NO 26 . 14. PROVIDE A BROW DITCH,DESIGNED TO HANDLE 100 YEAR STORM FLOWS ALONG THE TOP OF CUT SLOPES. 26 CONSTRUCT RIP RAP SLOPE PROTECTION PER DE•fAR ON SHEET NO 28 _ 15. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. _ �_ „e v b °� PRO j { V LEMON STREET r JSITE 16. A SOILS ENGINEER SHALL BE RETAINED BY THE DEVELOPER,TO SUPERVISE GRADING AND PROVIDE A `� ' t E �J - �, !j - ECT TO a: I ° FINAL SOILS REPORT WHICH INCLUDES FOUNDATION REQUIREMENTS(SUBDIVISIONS)AND EXPANSIVE �} �ll 4 - '�`-a��p • O,°I'1 Q CHARACTERISTICS OF THE SOIL 17. GRADING CERTIFICATION BY THE DEVELOPER'S CIVIL ENGINEER AND A FINAL COMPACTION REPORT BY A ( ��-'rF �'3<'' - I VICINITY MAP SOILS ENGINEER SHALL BE SUBMITTED TO THE BUILDING AND ENGINEERING DEPARTMENTS PRIOR TO ISSUANCE OF BUILDING PERMITS. �� • -. o - .. t� o(�iy' T - L� -1 ,,.I�. NOT TO SCALE 18. THE SOIL ENGINEERING INVESTIGATION REPORT DATED 05/27/1999 PREPARED BY NEBLER&ASSOCIATES • pJ -l,' - 1 �•.��____ - TITLED•GEOTECHNICAL REVIEW AND HYDROGEOLOGY ASSESSMENT,SOUTHERLY DEVELOPMENT PROJECT, TENTATIVE TRACT 3192C LAKE ELSINORE,CA•SHALL BE CONSIDERED A PART OF THIS GRADING PLAN, AND SHALL BE IN COMPLIANCE WITH,AND REPORT DATED 12/15/04,PROJECT N0.420E000-05. �I� � �� °�` - 'J Alt �-- - ( ,I - - • SHEET INDEX - REGISTERED R OR_ SHL SUBMIT CERTIFICATION 1 \, 19. PAD ELEVATION.CIVIL WHEREISPPEECIFIC ELEVATIONS ARE REQURI EDSED LAND SURVEYOR,THE ELEVATION(WITH RESPECTFTOUMEANG J, SEA LEVEL.)SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS ^ w >N>HI- ! . qC /� _ �` SHE DESCRIPTION REQUIRED,THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. i• 20. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY (' `l J �..� - MJ, 1 TITLE SHEET CONSTRUCTION/GRADING. ! '' _ ( ��'. '" ' . 2 SECTIONS 21. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST 1.5 SHALL BE SUBMITTED BY A SOILS ENGINEER FlLL �I TO THE BUILDING AND ENGINEERING DEPARTMENTS FOR CUT AND SLOPES OVER 30'IN VERTICAL - 1 0� ii 9, 3-18 ROUGH GRADING HEIGHT' 19-26 EROSION CONTROL 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(MIN.2 FOOT FRONT, �' •` ; �-/r. _ / °�\ 27 HORIZONTAL CONTROL 3 FOOT HEEL,AND 15 FOOT WIDE AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE I ( - \ ✓��( � APPROVED BY A REGISTERED SOILS 2S DETAILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL SLOPES GREATER THAN 5:1 ARE ~, �� :� 1 �\ REQUIRED TO BE KEYED AND BENCHED. ENGINEERED FILL SHOULD BE PLACED A MINIMUM OF 90 PERCENT - ^ ' �_ ' i �� l 1 / ,, •' ; RELATIVE COMPATION AS DETERMINED IN ACCORDANCE WITH D1557. WITHIN THE GOLF COURSE,NON-STRUCTURAL - AREAS CAN BE COMPACTED TO A MINIMUM OF 85 PERCENT RELATIVE COMPACTION. EROSION CONTROL NOTES 24. THE SOIL ENGINEER SHOULD INSPECT THE CONSTRUCTION IN THE FOLLOWING STAGES: .Y 'L'� �� HUB •• ��, ( �� / `d '"'�` D �'��/ ° \ ° `...,.� 4', °� �f^ ryry / •- - , A UPON COMPLETION OF CLEARING AND DURING EXCAVATION AND BEFORE BACKFlLL OF ALLUVIAL, � f �� • � ^ I.,, y�I,_ ,-y"� � , � -- .`"� � `r NT.,�,• � e„ f \ � �� A IN CASE OF EMERGENCY,CALL MICHAEL FILLER AT(951)245-9075(24-HOUR PHONE:NUMBER) COLLUVIAL AND TERRACED AREAS AND ANY SUBSTRUCTURES. y � ✓ B. DURING ALL ROUGH GRADING AND OPERATIONS INCLUDING PRE-COMPACTION,BENCHING AND FlWNG �l •(� �� = --°�- \ ` ✓ ' .-iif CCC PLACEMENT OF EROSION CONTROL AND INSURE THAT !v' �', t, ? + ®�•_y •,q E ,� B. THE UNDERSIGNED CIVIL ENGINEER WILL REVIEW APPROVED C. DURING INSTALLATION OF BUTTRESS AND CANYON NSUB D RJN DURING FILTER MATERIAL '(' � ^moo F.--.� •. ^ `••• �� THE APPROVED PLANS. OPERATIONS. _ D. WHEN ANY UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED �( `� ('. �. a A __- ," 1 O WOR DONE IN ACCORDANCE WITH 25. EROSION CONTROL' ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT 12' Z,! I -� Gib` ' f W / ^ \ SCO M.WILSON R.C.E.NO.49884 EXP. 6 DATE Tr 09/30/0 ON CENTER OR ANOTHER APPROVED GROUND COVER. SLOPES OVER 15'IN VERTICAL // ` r -.� .^.'��1`f i E, , �. /' ,/ - C. A STANDBY CREW FOR EMERGENCY WORK SHALL BE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON, HEGT,IN ADDITION TO GROUND COVER,SHALL BE PLATED WITH APPROVED TREES,SHRUBS,OR �s ,l 17 i .I�,,,z /,,;-, �r� - OCTOBER 15 THROUGH APRIL 15,NECESSARY MATERIALS SHALL BE AVAILABLE ON-SITE AND STOCKPILED COMBINATION THEREOF SHRUBS SHALL BE PUNTED AT 1TI ON CENTER;TREES,20'ON CENTER; g ,r(, ��, COMBINATIONS, 15'ON CENTER. SLOPES OVER 3'IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION ;, c e `• � � � \ AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES OR TO REPAIR SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER UBC,CHAPTER 70. `�� - �4 �i�. I. - z� - 26. APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT 1l\ ,�\ ANY DAMAGE)EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. �' 1 � I � �_- S / ��11 D. EROSION CONTROL DEVICES SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE CITY ADJOINING PROPERTIES DURING THE GRADING PROJECT. L `� ENGINEER. 27. APPROVED EROSION PREVENTATIVE DEVICES SHALL BE PROVIDED AND MAINTAINED DURING THE RAINY r' �I� �\ 81 y� �> �,��I5 I E SEASON AND SHALL BE IN PLACE AT THE END OF EACH DAYS WORK. / . l ) ALL REMOVABLE PROTECTIVE EROSION CONTROL DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH r% I I n� °i\ • ,:v )� ` '• - V,`: / C, WORKING DAY WHEN THE FIVE DAY RAIN PROBABILITY FORECAST EXCEEDS 40 PERCENT. 28. ALL WORK SHALL CONFORM TO THE CITY AND STATE CONSTRUCTION SAFETY ORDERS. ® d . ° . . - I I:4 I} t �.. /� ' �� 1 '' 29. THE LOCATION AND PROTECTION OF ALL UTILITIES IS THE RESPONSIBILITY OF THE PERMffEE. o@°�g° a4� _'�}r I c �(l ��u "-- �I/ �\ � - I � F'I�� F. AFTER A RAINSTORM,ALL SILT AND DEBRIS SHALL BE REMOVED FROM CHECK BERMS AND DESALTING BASINS, -� 1 1 ANY GRADED SLOPE SURFACE PROTECTIONS MEASURES DAMAGED DURING A RAINSTORM SHALL ALSO BE IMMEDIATELY REPAIRED. 30. AN APPROVED SET OF GRADING PLANS SHALL BE ON THE JOB SITE AT ALL TIMES. _ i I I I �� l "Si �--'-`�! !'� ! I I� i G. 31. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE FROM BEGINNING TO COMPLETION OF GRADING FILL SLOPES AT THE TRACT PERIMETER MUST DRAIN AWAY FROM THE TOP OF SLOPE AT THE CONCLUSION OPERATION. . z � �.''-sv�` ./ _ �_�Z„�.,? •�} 1\ } e 6 ° OF EACH WORKING DAY. H 32. ALL PERMANENT SLOPES SHALL BE PLANTED AND IRRIGATION FACILITIES SHALL BE PROVIDED FOR ALL SLOPES - 5r•% t, \ r 1 .✓ /( ®_7° H. THE CONTRACTOR SHALL BE RESPONSIBLE AND HAVE POSTED ON THE SITE TO PREVENT PUBLIC TRESPASS INTO AREAS WHERE WATER IS IMPOUNDED WHENEVER THE DEPTH EXCEEDS TWO FEET OR CREATES A IN EXCESS OF 3 FEET VERTICAL HEIGHT WITHIN 90 DAYS AFTER COMPLETION OF ROUGH GRADING AND SHALL BE I IN ACCORDANCE WITH ORDINANCE NO.882 PRIOR TO THE APPROVAL OF FINAL INSPECTION. l c•s ^ ( - 4 � / HAZARDOUS CONDITION. 33. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND "{ z G Z\ / / L.�-' j" / I. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AND OPERATE SUFFICIENT CAPACITY PUMPS AS BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY -\ fl ' ``�-3 _ �� o ( ,' �/` .i°�� NECESSARY TO ELIMINATE WATER IMPOUNDMENT AT THE CONSTRUCTION SITE WHEREVER THE WATER DEPTH `� EXCEEDS TWO FEET. FROM HIS OPERATIONS,WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. ©90 34. THE DESIGNER ENGINEER SHALL PROVIDE A MINIMUM OF ONE BLUE TOP PER FINISHED PAD,PRIOR TO ROUGH GRADE APPROVAL. \ (\ EARTH WORK QUANTITIES: 35. APPROXIMATE DATE OR BEGINNING OPERATION: NOVEMBER 1,2004 , aV �.... ��-• �'� �j �� /" �� 1j+fv ` I COMPLETION: NOVEMBER 1,2005 2�� \,( �' +-�'j/'� ��-✓" ��'" /f 'V I� \ -� 36. NO ROCK OR OTHER IRREDUCIBLE MATERIAL WITH A MAXIMUM DIMENSION GREATER THAN S WILL BE .�� ? �Q I✓J /Y �� < `"`� `� /( � T �` PLACED IN FILLS WITHIN ROADBED AREAS OR 3'OF FINISH GRADES,UNLESS THE LOCATION,MATERIAL �� \` ��-� \(,J > a \.�-�- f \ AND DISPOSAL METHODS ARE SPECIFICALLY APPROVED IS THE SOILS ENGINEER. ✓//� �-'/�\ \ RAW 1,048,300 C.Y. 1,048,300 C.Y. 37. THE ENGINEER MUST SET GRADE 5TAXFS FOR ALL DRAINAGE DEVICES AND OBTAIN INSPECTION BEFORE -J �✓4 "a O / 111 , OVER EXCAVATION 7,048,300 C.Y. 1,048,300 C.Y. APPROVAL } '�� /� A (158.6 ACx3.5') 30. �nwm�ruwa mu rvvi oc,r uvou vi. � � �� (�(J � / ,) "�`\ DEPARTMENT. Q / {/ // (� ,I.SY NET IMPORT/ EXPORT 0 C.Y. 0 C.Y. 39. THE PERMTEE SHALL MONITOR THE WATER LEVEL OF THE EXISTING WETLAND SITE DAILY DURING CONSTRUCTION. ✓f%��4 �,�\r ~, AT FLUCTUATION OF WATER SURFACE ELEVATION OF MORE THAN 3-INCHES DAILY OR BELOW ELEVATION 1240 �_ ^ L\� (� `( } i, SHRINKAGE(10% t) 0 C.Y. 418,900 C.Y. SHALL BE REPORTED TO THE ENGINEER, `\ ) V / 40. THE GRADING CONTRACTOR SHALL NOTIFY THE PROJET ENGINEERNG GEOLOGIST/SOILS ENGINEER NOT LESS THAN 72 HOURS IN ADVANCE OF THE LOCATION OF AT SOILS PROPOSED FOR IMPORT. EACH PROPOSED IMPORT SOURCE SHALL BE - � \r -r j 7 TOTAL VOLUME 4,860,600C.Y. 4,860,600 C.Y. SAMPLED,TESTED AND APPROVED PRIOR TO DELIVERY OF SOILS FOR USE ON THE SITE. jfS /�'\s (\f\J / O' NOTE 1 C(f/'S APPROVAL OF THIS MASS GRADING PLANS DOES NOT GRANT ANY APPROVAL FOR THE FUTURE PAD ELEVATI 4. THE ONS. ESTIMATED VOLUMES FOR PERMIT PURPOSE.CONTRACTOR SHALL ALL FUTURE RESIDENTIAL AND/OR COMMERCIAL LOTS SHOULD HAVE THOR PAD ELEVATIONS AT 1265.5 FT. MINIMUM AND •\ �tJ�(� DETERMINE HIS OWN QUANTITIES. THE FINISHED FLOOR ELEVATIONS AT 1267.00 FT. G �/ `v ' 42. REFERENCE IS MADE TO THE LETTER TO RAY O'DONNFLL FROM RIVERSIDE COUNTY FLOOD CONTROL DISTRICT,DATED AUGUST 12,1999. _ / �'/,-J. �� GRAPHIC SCALE THIS GRADING PLAN IS CONSISTENT WITH THE GRADING PLAN•P REFERRED TO IN THE ABOVE LETTER FOR FLOOD STORAGE CAPACITY \ V/r / � D ALBS AND OPERATION. J,�� (( ' 43. ALL SLOPES SHALL BE MAINTAINED BY HOA EXCEPT LOTS AD,AR,AS,AT,AU,AV,AW,12, 19,28,29,30,31,35,36.37, \\ J�'� D7 F AND 38 SHALL BE MAINTAINED BY CITY OF LAKE ELSINORE.DEDICATION IS ACCEPTED BY CITY OF LAKE ELSINORE 44. THE STORM DRAINS SHOWN HEREON MUST BE BUILT CONCURRENTLY WITH GRADING OPERATIONS. THE STORM DRAIN DETAILS L , 1 inch= 40 400 ft. ARE SHOWN ON THE SOUTHERLY PHASE i STREET IMPROVEMENT PLANS. THE STORM DRAIN SHOWN THEREON SHOULD BE i CONSIDERED AS PART OF THESE PLANS. - LEGEND AND ABBREVIATIONS TRACT BOUNDARY - //- DAYUG LINE PROPOSED STORM DRAIN TC TOP OF CURB VICINITY AND INDEX MAP PRIVATE ENGINEER'S NOTICE TO CONTRACTOR T THE EXISTENCE AND LOCATION OF AT UNDERGROUND UTILITY PIPES OR STRUCTURE SHOWN ON THESE 2R PER STREET IMPROVEMENT PLANS FL FLOWUNE ELEV. PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS.THESE LOCATIONS ARE APPROXIMATE GJ�G�JJ� GJ�rn� ------- RIGHT OF WAY SHEET FLOW RATE �OO�CSCS��CS� 0 GRADED SWALE TO TOP OF GRATE AND SHALL BE CONFIRMED BY THE CONTRACTOR,SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE o LOT LINE MASS GRADING AREAS IN ALIGNMENT AND/OR GRADE OF THE PROPOSED IMPROVEMENT.THE CONTRACTOR IS REQUIRED TO -Y_ TOP&TOE OF SLOPE - STREET CENTERLINE GB GRADE BREAK FG FINISH GRADE TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER ONES Call Z 6M11 VboAWng®As/s In Ae9vwflce -R---R- RIDGE LINE - - NOT ON RECORD OR NOT SHOWN ON THESE PLANS,AND IS RESPONSIBLE FOR THE PROTECTION OF,AND SWALE HIGH POET ® SANDBAG CHECK DAM LP LOW POINT ANY DAMAGE TO THESE LINES OR STRUCTURES. GRADING PERMIT NO. 04-2050 HP HIGH POEM CONSTRUCTION CONTRACTOR AGREES HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE �- C --- •0 CUT AND FILL LINE -"- - FLOWUNE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT,INCLUDING SAFETY OF ALL PERSONS WDID NO. 8 33C332193 F 18 CONSTRUCTION NOTE 000 TO• SAND BAG ROW INV. INVERT OF PIPE AND PROPERTY,THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED NORMAL WORKING / -1250- PROPOSED CONTOUR EXIST.2• DIA \ HOURS,AND THAT THE CONTRACTOR SHALL DEFEND,INDEMNIFY AND HOLD THE OWNER AND ENGINEER WELL HARMLESS FROM ANY PAID ALL LIABILITY,REAL OR ALLEGED,IN CONNECTION WITH THE PERFORMANCE OF MONITORING - - --1250--- WORK ON THE THIS PROJECT,EXCEPTING FOR THE LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER --- EXISTING CONTOUR ABANDON PLACE(TYP.) OR r ti- EXISTING POWER POLE PAD=XXXX PAD ELEVATION -- FUTURE STORM DRAIN RECORD DRAWING 55 LOT NUMBER REVISIONS: PREP ED UNDER SUPERVISION OF: SCALE: WILSON MIKAMI CITY OF LAKE ELSINORE ENGINEERING GEOLOGIST SOIL ENGINEER OWNER T�s/99 eQOTlssm .3 S W C O R PO RATi O N l NEBLETi&ASSOC, INC. LAING-CP, LAKE ELSINORE LLC ti�°tit ri/ �y SHEET NEBLETT&ASSOC., INC. 31900 MISSION TRAIL 2 RECORD DRAWING n/ Icy$ 05/07/07 o y RCC NO M. WILS NEXP. 9-30-06 DATE. DATE: 491t WARNER AVENUE SUITE 218 4911 WARNER AVENUE, SUITE 218 SUITE 110 3 PETERS CANYON T: 949-679-0091 TITLE SHEET 28 HUNWARN R BEACH, CA SUITE 21 HUNTINGTON BEACH, CA 92649 SUITE 225 i PARKWAY GRADING GOLF CLUBHOUSE GRADING LIFT STATUN PAD, 1615 12/12/05 H No.49884 A 72/7/04 RV1NE CA 92606 F. 949-679-0091 OF BACKBONE STREET GRADES,LOT 1 GRADING STREET SECTIONS * E.p a7wros * THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE SOUTHERLY STAGE - (714) 840-8286 LAKE ELSINORE, 92530 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND eENCRNARK: (714) 840-8286 (949) 567-1900 NARK DESCRIPTION BY APPR, DATE ✓} cTvn \P THE ST TE LAWS,AND PERMIT CAN BE ISSUED. PoYERS D2 AIL 2' NO.BM E-CENT. NE F MISSION BRASS DISC IN CONCRETE POSE 72'NORM OF Y INTERSECNON OF CORTDON SMEE AND "'E No' \ - A/F GI ° BASIS ARM. 27'EAST OF THE CENIERUNE OF NISSXIN IRATE TENTATIVE TRACT MAP NO. 31920 �� DESIGNED BY: M.WEBER DRAWN BY: R.PENA Q o BASS OF BEARING: CENTFRUNE OF CEREAL STgEEi,BONG N5252'48•W.BETWEEN NONUMENiS 3 AND 4,BOAC THE CENTI]1UNE INIERSECTKINS OF(Z.REPL STREET PAID DATE I CHECKED BY: S.VWLSON PROJECT MANAGER:S.WILSON KEN SEUMALO R E 111 56915 EXP.9-30-05 CITY ENGINEER DATE STTNEMAN sm EAL EU AND CER SREEr AND CTRMON STREET. R 48'I(R.O.W.) R R/W R PARKING ALLOWED /W P/L t rANICAPE 112' (R.O.W. 16' 18' 18' 6'I 16' SW 9W NO PARK/ ALLOWED LANDSCAPE 15, 10, 6' 10' 33' 7' 7' 33, 10' 6' LOT 5 I i I5SW PW MEDIAN PW S6PROPOSED 1 00LF COURSE PROPOSED IROUGH GRADE PAD iF,S D".. PAD I �, PER PLAN t PER P 125 i PER PLAID PROPOSED12% 2% 2XI P��LAN M/N i I t 2%MIN PAD 2.OX BERM . . I PER PLAN EXIST. GROUND v1 4' 2% -_"_ 2X VARIES ?/ PROPOSED ROUGH SECTION L-L 16" T �- �- 18'_24' ROUGH GRADE GRADING NOT TO SCALE ALL IN-TRACT STREETS LINE 0 DETAIL A' �- -- - - - DETAIL "A" 1,OX MODIFIED NEIGHBORHOOD "A° ExlsnNc�/ --RoucH GRADE HORE:1*=20' GROUND LINE SECTION F-F SCALE•N01ES VERT. 1"-4' NOT TO SCALE 1. 4'AC/6'AB(MIN.) DIWOND DRIVE 2. 5 TYPE A-6 CURB PER SIT.No.200 COUNTY OF RIVERSIDE LOT LINE 3. SKEET Swim TO BE VERIFlED BY SOILS ENGINEER MODIFIED MAJOR "E" SCALE:HORL7: 1"=20' PA 2' TEMPORARY BERM(TO BE REMOVED NOTES• VERT.; 1'=4' DURING PRECISE GRADING) RAY R 15, 10• VARIES TOP OF SLOPE 72' R.O.W. /W - PROPOSED PAD Q1 1. 6"AC/14'AB(MIN.) PARKING ALLOWFA GOLF COURSE PROPOSED I 8'TIP -8 STD.N0.201 COUNTY OF RIVERSIDE z 3. E MEDL4N PER STD.NO. 113 COUNTY OF RIVERSIDE(MODIFIED TO 14'WIDE) g 5' 5' 8' 18, 18, 8' 5' 5' 4. STREET SECTION TO BE VERIFIED BY SOILS ENGINEER PROPOSED LANDSCAPE I S pW pW SW I IgrypgpgpE BERM EXISTING LOT I I LOT 2.OX SURFACE VARIES 2%MIN { I - EXIST.GROUND T> •' TO 4.1 MAX. I VARIES 2%MIN. VARIES DERPAD!'LVJ 2%MIN PROPOSED I F.S E1EY. i - TO 4:1 MAX•PAD 10 18'-24' 1' PROPOSED 2� GOLF COURSE SECTION M-M ?% 2%MIN. PER PLAN 240' GOLF COURSE 2% pg 2 P/L P 3 TRAVEL •W 1 tea,, NOT TO SCALE I, 200' /L 100 40' 100, 12' 12' SECTION J-J SECTION K-K DETAIL it" ;,. ..", ROUGH GRADE DETAIL "A" I ¢ NOT TO SCALE LINE 40'WIDE EASEMENT I NOT TO SCALE 7 STREET(WEST)STA 32+95.97 TO STA 52+94.35 I'B'STREET(WEST)STA 59+47.57 TO STA 61+41.67 LOT LINEI I 'B'STREET LOOP I TEMPORARY BERM((TT0 BE REMOVED "B'STREET(EAST)STA 10+4285 TO STA 12+12.07 PROPOSED I 18, 104' FIL 2' DURING PRECISE GRADING) MODIFIED NEIGHBORHOOD 'B" BERM PROPOSED I TOP OF SLOPE BRM Q PROPOSED PROPOSED ROUGH PROPOSED PAO NOTES: SCA :"1i'uRlZ. i"=20ROUGH�A-6 . 4' GRADE 'Y� �X� �5% 2X 2X ?T GRADE _AD 1. 5"AC11 PAD 1 L - 1.�„ PAD Z T10.200 COUNTY OF RIVERSIDE _ "' "' 29 1 % 3. BY SOILS ENGINEER 24O"RW 24'DDW 2 1 6"TYPE"A-6' CURB �, `'' &GUTTER PR COUNTY 'F •.... . A 10" PROPOSED RIP-RAP OF RIVERSIDE STD.I200 - DETAIL "A" _ 15' 10' LOCATION PER PUN 5 Tyo 'p"CURB 5 A.C./6'A.B.(MIN) TIP. ROUGH GRADE SEE SHEET 28 FOR DETAIL PER COUNTY OF TO BE DETERMINED LINE (R.O.W. R/W R/W RIVERSIDE STD.I203 BY SOILS ENGINEER SECTION R-R SECTION N-N 84'` NO PARKI ALLOWED SECTION G-G NOT TO SCALE NOT TO SCALE 5',y 5' 9' 18' 10, 18, 9' 5' 1 5' NOT TO SCALE LANDSCAPE I SW PW �Mh1, PW SW I LANDSCAPE LOT ii__ LOT I I5. I VARIES 29 MIN.I 5 f i TO 4;1 MAX. I I VARIES 2%MIN. PAD TO 4:1 MAX. . I PAD VARES P/L P/L PER PLAN 2%MIN 2% Z%MIN.PER PLAN I VARIES MASS GRADED PAD 100' VARIES VARIES 1.0% 2% 40' DETAIL'A" DETAIL "A" I I ti ROUGH GRADE LOT LINE DOSE UNE 40'WIDE EASEMENT GROUND '8'STREET(WEST)STA 54+44.30 TO STA 58+64.93 -- -- 'B'STREET(EAST)STA 12+94.61 TO STA 16+31.36 2' TEMPORARY BERM(TO BE REMOVED EXISTING GROUND\ I I DURING PRECISE GRADING) --_`� �MS17NG GROUND TOP OF SLOPE MODIFIED NEIGHBORHOOD 'C" 2' PROPOSED PROPOSED ti� UPPER PAD 1 SCALE: HORIZ: ' =20' GOLF COURSE GOLF COURSE.. VERT.: 1'=4' PAR/ES NOTES: V?RIES LOWR PAD g Q 1. 5'AC/10'AB MIN.) 1O 1q•pW • - . 8°IYP -8^C STD.N0.201 COUNTY OF RIVERSIDE 3. ET SE ME0ION T PER STD.N0. 113 COUNTY OF RIVERSIDE(MODIFlED TO 10'WIDE) 15' 70' SECTION H-H TYPICAL SECTION FOR ABUTTING REAR YARDS WITH 4. STREET SECTION TO BE VERIFlED t?Y SOILS ENGINEER NOT TO SCALE DIFFERENCE IN ELEVATION OF 2 FEET OR MORE NOT TO SCALE FS I �EN �- aonn SA^TY"'T R/W I 5 OR el C.F. R/W R/W R/W 0.4' 100' 24'GUTTER 12.5" f2' 74'�(R.O.W.) I fy R.O.W. DSCAPFt NO PARKI ALLOWED (ANDS 10' LOT 5' g• 19' 10' 19' 80, 10' fS-PAVEMENT SECTION g' 5' LOT Walk Walk SW PW Mk'n. PW SW 40' 40' 5 i F.S. ELEV. _ 5' 2.OX PER P f0' t 1.7% 1.7% 2.0% 240' 3' 24 5' 1' - b. _ PAD I OPE __.-- --- ~_ P/L TRAVEL .W PER PUN ?%M/N. I 1'5 2p0' P/L glow 12% I 2% IN. 1% I. 100, 40' 100' GUT SECTION 2 % ?� DETAIL T 12' 12' ROUGH GRADE _ -- LINE MALAGA ROAD 4°'wIDE I I DETAIL "A' DETAIL A" _ DETAIL "A" NOT TO SCALE ROUGH GRADE , I NOT To SCALE UNE ExisRNc_/ -� GROUND PROPOSED I PJL R/W FUTURE IMPROVEMENTS R/W BERMI PROPOSED 120, COUNTY OF RIVERSIDE BERM F- 'C'STREET 20' R.O.W. PROPOSED PROPOSED Al ROUGH - SX 5% 2% 2% 'E•STREET LANDSCAPE LOT 10 100� 10' GRADE 1� •c; " �� ROUGH f 5'MIN. 50' I so. S'MIN PAD `'' 17 GRADE . WALK _�- .. PAD M F.S.ELEV. WALK 24O"RW 24ODW E'A-6" CURB MODIFIED COLLECTOR 'D' PARKI, PER &GUTTER PER COUNTY a, FUTURE RETAIN. •. , 1.3 IN 2.0% P•0�,y OF RIVERSIDE STD. 200 o HORIZ:i'=20' WALL - RIP- RAP • _ - _--.- _ -__ 15 10 LOCAO�PR PPER COUNTY (MIN) .:1 -4' :. --- - -- =.-t._t{-�'=��': TYPE"D"CURBRIVERSDE STD.F#203 TO BE DET RMINED c 0 1. 5"AC/f0"�SE PAD AILASEE SHEET 28 FOR DETAIL BY SOILS ENGINEER N8"1MR STD.NO.201 COUNTY OF RIVERSIDE .,�` ROUGH GRADE 3. OSCAPE MEDIAN PER STD.N0. 113 COUNTY OF RIVERSIDE(MODIFllD TO 10'WIDE) y, / UNE MISSION TRAIL SECTION Q-Q 4. STREET SECTION TO BE VERIFIED BY SOILS ENGINEER (SOUTH OF MALAGA ROAD TO PROJECT LIMIT) NOT TO SCALE W I a (L O RECORD DRAWING ENGINEERING GEOLOGIST SOIL ENGINEER OWNER REVISIONS: PREPARED UNDER SUPERVISION OF: SCALE: a NEBLETT&Assoc., INC. NEBLETT&ASSOC, INC. LAING-CP, LAKE ELSINORE LLC to/e/ss QROFESS/qy� 6. WILS13N MIKAMI CITY OF LAKE ELSINORE m 4911 WARNER AVENUE, SUITE 218 4911 WARNER AVENUE, SUITE 218 31900 MISSION TRAIL �� /e ''l' � �7 C O R PO RATI O N a HUNTINGTON BEACH, CA 92649 HUNTINGTON BEACH, CA 92649 SUITE 225 2 RECORD DRAWING 11 h v SCE M.988 iN DATE PATE: 3 PETERS CANYON SHEET Z 1 05/Of/07 y RICE N0.49884 EXP. 9-30-06 T: 949-679-0090 SECTIONS SHEET 714 840-8286 No.49854 a SUITE 110 OF 28 ( ) (714) 840-8286 LAKE 9) 56 -1 92530 1 PARKWAY GRADING,GOLF CLUBHOUSE GRADING,STREET SECTIONS 12/12/OS E"P RIMAM * THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE WITH THE 12/7/04 MANE,CA 92606 F: 949-679-0091 SOUTHERLY STAGE - (949) 567-1900 MARK DESCRIPTION BY APPR. DATE ✓l ava P 9 THE STATE C150NDIND ER IT CAN BEMISSUED.D/OR CITY AND B SIDE BENCHMARK NO.BM E-3-70.EIJV.1279.829. BRk%DISC IN CONCRETE POST 72'NORTH OF Y WIERSECDDN OF CORY"SRtEET AND FlLE N0. - DESIGNED BY: M.WEBER DRAWN BY: R.PENA CN.�F Q BASIS�OF BEARING: EAST OF THE CENIERWE OF MISSION TRAIL TENTATIVE TRACT MAP NO. 31920 Tn DATE CHECKED BY: S.W LSON PROJECT MANAGER:S.OLSON CMRUNE OF CEREAL STREET,BEING N5752'48'W,BETWEEN MONUMENTS 3 MID 4,BEING THE CENffItUNE INTERSECTIONS OF CEREAL STREET AND KE SEUMALO RCE 56915 EXP.9-30-05 CITY GI ER DATE STONEIAW STREET AND CEREAL STREET AND CORYDON STREET. o --- RE - G7 --- `-x _- -- _------___----______ I CONSTRUCTION ' - - - _- _ -- STREET PER STREET SEC77ON ON -- CONSTRUCT T BERM AT TOP RO�SLOPE PER DETAIL ON SHEETSHEET N0.2 -----.--- --�� - _ - _ _-- -_-- - __ e_._ 5 REMOVE AND DISPOSE OF UNE -- _-- I- - - ---- _ _ REMOVE AND DISPOSE OF ABANDONED1G GROUTED Rip R RAP AND CMP PIPING _ I _ 265�' �r - -� -- -- -" - p--�_- - b c7--ABANDON EXISTING Y MONITORING WELL � 7 - - -L .: .._ ! b MALAGA AD X O9 --ABANDON IXISTING IRRIGATION WELL AND/OR STANDPIPE PER N - CWNTY HEALTH DEPARTMENT REGULATIO S i _/ O _ _ I _ - --/ ($,, ---- -7T67.II TC-------- - 7- -- - REMOVE PORTION OF EXISTING STORM DRAIN AND PLUG END / V 12 15 CONSTRUCT UCT TPccER V-OKRA PER DETAIL ON SHEET N0.28 - -'-'"` UCi TERRACE DRAIN PER DETAIL ON SHEET N0.2 � DRAIN PER DETAIL ON SHEET N0.28 8 _ a 17 CONSTRUCT TERRACE GRAIN AND DOWN DRAIN TRANSITION I � -'-.--�-- - I-` - i r 'T r T I �I i T I - I ; 1 I I 1 i PER DETAIL ON SHEET NO 28 -_� Tile ( �� ( i ��-�I I I� j , i I 19 CONSTRUCT 6'LONG CONCRETE SPLASH WALL PER DETAIL ON SHEET N0.28 26( CONSTRUCT RIP RAP SLOPE PROTECTION PER DETAIL ON SHEET N0.28 SUR TRACT BOUNDARY - ( �� j I j --- RIGHT-OF-WAY 1263. MM � � � ' h ' LOT LINE II( TER I,� �� f�'' I 1 ! ( + asaN. 1 I 1 j f 1 I CUT AND ALL LINE ! EM 20� _ I ( ( I �-- - - I TOP&TOE OF SLOPE �! 1 i f ( 1250 PROPOSED CONTOUR �. EXISTING CONTOUR _A: X x-X---- 1 I I`i• I I I I, 1 1 _ .{ �._ I 1 .i ) I - -!- EXSTING POWER POLE Ply= xxxx PAD ELEVATION PAD-12 u to _ t 55 LOT NUMBER AND WATER F \ ' 4 WA STA � � ' + � � i I � 2% I 1 f � I ( SHEET FLOW RATE I I 8 I it I F 1 + ( � , + _...-_...�_ GRADED SWALE STREET CENTERLINE EXIST PARKING L�T j - 1 , +- i -..--- FLOWUNE I ` TEMPORARY L GATING TO 1s CONSTRUCTION NOTE tt2sla I ! i j ` , � I''2 I 1 i bE qy YiOT,H Rq12 EXIST. 609 MONITORING WELL MW ABANDON IN r,RACr 31990-1 ( PLACE(TYP.) 0 1 0 ' j �✓ I--; ',, {� , j ' i ( -{\P FUTURE STORM DRAIN LLJLL PER STREET IMPROVEMENTPROPOSED STORM PLANS `{t lit ITC TOP OF CURB ASPH I , I FL FLOWUNE ELEV. TG TOP OF GRATE- . GB GRADE BREAK FG FINISH GRADE 1210 - ! I I I !} i LP LOW POINT HP HIGH POINT �_... 1 IEEE-_ - r i ' ? , iI INV. INVERT OF PIPE r �5 1257.A 5 ^' it 10 T► � I fry - sc----____--� r 1245 o 123s ~1 i /f 4 9 /f II i q 9 PAO-- 7%.5 q ( i PAD=T273.9 I 22 WW - i f 12 I �I "I ' PAD=1272.9 I PAD=1272.2 PAD=1771.5 AD 4 2` 26 � 27 p ( 0.9 PAD=12702 28 29 � j / / � •,o N � n o i r �PAD=1269.5 PAD=1268.8 - �� ',� f � PAD=1268.1 // / i y _ N y a 270.3 6s.7 I PAD=126W1 , n TC � 12 TG � ' rzi? - rC lzss 12676 s rc P T O� 17 1 x 1266.3 TC W u BL - 1266.z W ,2A 26 / / AD-273.4 14 _ i f �' �- ff13 At, O 1L 14 VC-y 2 -726�/ C6.4OF / --I- FC 2I t1 1zss.s rc _ PA01 f272.6 ECos >?�tc NI 1 ! _. - ,i�,�_ ! izs5.7 GRAPHIC SCALE 7 1 1zss.s TG l PAD6 73.2 68 6 g ( ECR W 1�1�) /27 7 qJt(-N= aD tE PAD=1272.5 PAD=1271.8 PA = 1 PAD-1270.5 I 7` 73 74 li10� / PAD=1269.1 PAD 1 68.5 �j � PA 271.E / i PAD=1269.8 � l 1. ! //' r r it '/ m / /?69t _.-_ % --.�_...... r`- • 1 !' - -. _ NP470.6 d 12 6 - 6 r r �i / 4 FL �� l� PAD-1271.2 r PAD7146.9 / r r/ 12 1 -• 1(� 7 tro 9 PAD=1270.2 TC � � / PAD 679 � '/ ' TRA. r 31920-7 17 / , o s 2Ti0 TG / 65 77 0 38.1 SNP Jr 23 / l PAD=1270.3 PAD=1268.4 47 ,G ��-� PAD=1266.5 37.02 PAD!1770.7 a' , �\ 123• r / / � 8 ,n G 0�t PAD 1266.5 ® O� �2 PAD-1270.3 7 f� PAU=1269.5 tG - ` PAD 966.5 N - x t237.19 TC PAD=1271.2 �G/ , DRAIN PERWM r / `(I ! 6A , G ;- $ "�, �,� ��. �-,' B � KEY MAP 121236.67 TC LP �' PAidf?2'70.8 SEPARATE PLANS6 ,2 A 1263• t \ 1236.17 FL �I$C!11 o /�' �//�� i l4.6.92 TG '' _...711,6A3 RECORD DRAWING - SEE SHEET No. 7 SEE SHEET No. 6 PRFPARED UNDER SUPERVISION OF: ScAIE•40 A WILSON MIKAMI CITY OF LAKE ELSINORE $H� 3 REVISIONS: ��EssI 3 -OS ��1 C O R PO RATI O N ENGINEERING GEOLOGIST SOIL ENGINEER OWNER; To/e/DB Mir �t7 ROUGH GRADING `, / �^ DATE DATE: 3 PETERS CANYON T: 949-679-0090 OF 28 2 NEBLETT &ASSOC, INC. LAING-CP, LAKE ELSINORE LLC �� o RCESCO N M.9884 a NEBLETT &ASSOC., INC. 31900 MISSION TRAIL RCE N0.49884 EXP. 9-30-06 SUITE 110 F: 949-679-0091 4911 WARNER AVENUE, SUITE 218 SUITE 225 2 RECORD DRAWING Ct5 n OS/01/07 No.49BBA a THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE WITH THE 12n/04 IRNNE,CA 92606 SOUTHERLY STAGE - r 4911 WARNER AVENUE, SUITE 218 BENCHMARK: FlLE NO. m HUNTINGTON BEACH, CA 92649 1 LIFT STATION PAD,LOT 1 GRADING 12/12/OS * E.p 9/�/� * APPROPRIATE CONDITIONS OF DEVELOPMENT AND/Oft CITY AND TENTATIVE TRACT MAP NO. 31920 HUNTINGTON BEACH, CA 92649 LAKE ELSINORE. 92530 BY APPR. DATE / �� ! THE STATE LAWS,AND PERMIT CAN BE ISSUED. MISSION T BENCHMARK N0.BM E-CENT.E1FF. F MISSION BRASS DISC IN CONCRETE POSE 72'NORTH OF T INTERSECTION OF CORiTTN STREET AND (714) 840-8286 MARK DESCRIPTION MIS OF TRAIL 27'EAST W THE CFN ER 1NE OF MISS ON TWJL (714) 840-8286 (949) 567-1900 F OF CAUF o/ BASIS OF BEARING: DESIGNED BY: M.WEBER DRAWN BY: R.PENA /4i // �� CENTER OF CEREAL STREET,BEING N5T52'48�D BETWEEN MONUMENTS 3 AND 4,BEING THE CFIRERIINE INTERSECTIONS OF CEREAL STREET AND o DATE CHECKED BY: M. W WEBER PROJECT MANAGER:S.WILSON KEN SEUMALO RCE 56915 EXP.9-30-OS CITY ENGINEER DATE STONE=STREET AND CEREAL STREET ANT CORIDON STREET. I ( � . #2735 CONSTRUCTON NOTES o 17 72z. IC 1274.8 1C ,I -- - - - - , -�• -. __ -.- -- -- _ _= -� - -- � - - - E .. I - __, - 1270 � - - OT STREET UNDERCUT PER STREET SECTKN ON SHEET NO.2 1 6 _ 127 o-CONSTRUCT BERM AT TOP OF SLOPE PER DETAIL ON SHEET N0.2 REMOVE AND DISPOSE Of EXISTING POWER POLE / ECAABANDON EXISTING 2'MONITORING WELL J (J=- •� ABANDON EXISTING IRRIG471ON WELL AND/OR STANDPIPE PER -„ � \�, '°'�4"'^` COUNTY HEALTH DEPARTMENT REGULATIONS Y i _ Q i r '7 _��,•,.* �, i" 12 CONSTRUCT PCC V-DITCH PER DETAIL ON SHEET NO.28 13 CONSTRUCT C.M.P.RISER INLET PER DETAIL ON SHEET NO.28 I I I 1267 ` i � I 1 e P / I 1 I I a-INSTALL TEMPORARY 6•PVC DRAIN PIPE L' r� T'271.7 PA1=1271.9 1 7 72.7 6 72.2 PAS 81 5 g2 8 8 7 11 ,2 PAD=7 72• 1273.0 1273.3 g73.5 AU= 73.8 73.3 PAD= PAD= PAD PAD= pAD= P PAD' k � o, N -� I TRACT BOUNDARY ,�rTF- i. �. I 12 __ __ -- _ �... ___---N '= - «N•- -� �I ------- RIGHT-OF-WAY I 1 AS PH. X 50'.kC \ PAD-�72•2 --- LOT LINE ' I: c" f0 , 1� it 0�6A72 + _ I 4 \\ '71,a _ _ _ N 13 14 ♦ F CUT AND FILL LINE _ n.2 oas t 7t P Y=Y_Y�- P�=12 s - 1127.2 12723 1.0% ~ �, TOP @TOE OF SLOPE .> AF'STREET � ---� 1250- PROPOSED CONTOUR I 1 h.. 4C / - -- -- - - _ - ♦ o I ) I', 1250----- EXISTING CONTOUR j I I PPARA I I I n O ,o O O y n N -� I / I I I j ' I �v• I I+ ' S - 270.4 TC A. 1 ' 1 pAD=1G71.2 EC1� / � {271.9 ® EXlsnec POWER POLE k'" 13 1(� 1269.7 TC _ 1289.E III P i PAD=XXXX PAD ELEVATION fl I I I �1 70.1 TC I 1269.5 A` 1 1 ____-__ 5 LOT NUMBER i I `t L I 5 PAo z PA 4� 6 4� 4� I 44 4' ' l 272• _1272. 2 5 PAD=1 73. PAD= 73. i PAD=1273.8 PAD=1 73.3 pAp=1272.8 I I �� 170.0>C 3 29 SHEET FLOW RATE \ _ GRADED SWALE 1269.3 I I ' � �69.8 TC ��71.5 PAD- y...-...____ EC 1 I I PAD- -- l\ STREET CENTERUNE I Pap�t270.7 i I�' ' I FLOWLINE \� 12 .9 1269.0>C -----._. - 1 2�'7 TIC CONSTRUCTION NOTE ' I ; !66' I I n I 18' 18' - r- --- _---_---- 78 r.�AC7 ;�1�2� � � 1269.6 TC 1 EXIST.Y DW I 1 O1 10 I %711 PAD ABANDON I WELL 0 I � I) ' 1 I ^� � ABANDON IN PLACE(TYP.) --11 1 ' U'ny'j70.2 h_ , \, PAD4127 I i P PAD i� ^I �Qq 2 5Q \GG " - - FUTURE STORM DRAIN I I FG t268.71 , PAD=1Z/0• PAD=12i1.1 P�J1�71.7 PAD72.2 - ---- ('f 69.a TC - _ `' - I 1 Z ,269.4 TG , Q 1 iI I 11 I �p- a' 126B.s TG 5 1 T t2666 N ` �' 5 I PAD!1470.7 -I PAD=j272• it 1 PAD PROPOSED STORM DRAIN WW I I II I ��269.9 I 12681 TC PAD-1270.8 - PER STREET IMPROVEMENT PLANS I I _ - 126MS5 TC- 7269.0 °1� c♦ + E P 1 - 11 �91c i s TG --__1268.3 'I - NU 1269.1 TC _-._._. _ , i h1 ' TC TOP OF CURB ASPH, � -�-p 1 * I AE SI!7 ET ♦ 12 I II /:�\. (� FL FLOWLINE ELEV. -! 1 D�1270.3 I I 18 te' 6c �J PAD=1270.4 TG TOP OF CRATE ! PA - GB GRADE BREAK J I q 4 PAD 9 1269.5 I 1 _ 1 1 `P--1Z72.2 2+ FIG FINISH GRADE II--11----11-__ a W ra�r a�f�2D�� I i I r r , ( �" _ " N I PAD= I;I I -- I PA - ----- I ,12se.7 TC / ' -+ �I��)j ' ,_ - I I1 c`+ J I 12678 1C ,.J EC / i, 1�- - 1268.E 7C 1'� � LP LOW POINT W I I I ^-L--T�- rY i HP HIGH POINT I II ',�� 1267.8TC 1269.2 / �i-p $ I V I I I I I I I I 1 I �---I I b I I ; II W I BC �� 7L' I I nl 1� 1 I P�= 69.9 INV. INVERT OF PIPE uI II 11 0 �, � 8, i i I �- - I 1 �� I I '� I ��" � I � � �!' � � III � �- / �'o � PA�T�89.812sz9 i� � 12s6.o Tc I FFF I Ii 9 9.0 I I I I II PAD= 6 _ �� - , �, a 1287.9 TC IW'I } ---I I 1� I i�- 12673 � Ipl 5� �` 8 , -� I ___I I �1 f 7 - I _1 70.2 Ajy�Y2728 12658TC I l� SAC L I P 5 1� I I I I I I i I I I 1 I �__ 2s5 J" l I I -- �IIj Pam- PA6= 71.1 �]� P I)I I t' SQ -m.I- I- L I I I I 1' 1 1 j j - � _ - I I S n I €� Q I "2 f �111 PAD=1271.9 {� o I1 1 PADU=1269.3 1 PAIJ_ 68.5 �' EC rc - 56 1 ��J-I 11 1 t I -I I I I I 11 1 1201 TG 1 PAD=1272.5 j i P�1269.0 I' ' - 2860 1265.5 TC G, r, f �_, _ -. 1265.1 TO i -� - 7C AO spy .. -. FUTURE STORM DRAIN ,I'° - 12�• G _., ' II i �." qC��n_, III v41 -�T�+�is�p�, � - _ _ PER SEPARATE PLAN ,2662 :� '� -8 29 ti I` I 1 I i PAD=1668.4 n '-� 'nC� -- PAD=12226 30 31 d1 ;'I ; 1 >a 1268.1 IpqO=1267.8 32 7.6 H I PAD=1267.9 PAD=1268.1 a -' m 12652 f2�6--i r - 34 � I PAD=7266.4 - 13 , I � PAD=1268.7 PAD-1269.0 ,,"' ' ,/ IIi I 1 N / 5,�j 126 ( P�=T269.4 i � � I 1, I �-_,_�-�- _--- _ 1285.7 `� • PAD�1�1 12665 _ � 1267.0 TC I r? l l': P�1 I i' a R \ 4' I ys 75 Tc � .. ✓� 3 12ss.D s• 1, y� � � �,..�_-.,�\ � \ 7C - 3 � ,� - °' 7265.9 TC 3 �1Y67.4 22 ``\ Il P FUTURE I ./ GRAPHIC y+ 12661 126E 16 \\ '�° 111„' �(j � 1 AD- \�, �• \� �, GRAP SCALE _ 23 PA -T769.6 Iv ' i PAD" .N� 1265.9 TO ', i SEPARATE DRA J2' 67.7 1265.7 ,pJ +_ � _ .sz 17 ` 4. ..i I j ,-" I 5 _*67.5 ;,I I c' PAD='267.E .�r , .o a zo ,pp _ ; I 1 �j p = 2 2 124 PER SEPARATE LAN SJ�E� / \\t267.8TC PA §69.8 � PAU- 7.5 ^ P� qS � � I� � I I,�. 126E :I 268.E TC 6 2�6 P��67. 5 � �� • ,�T RT FEET) i � T, W� , , PAD pAD-1'L 1 inch= ao It a I '1 5 1 n, � / � �7C � 67.E �I l0 1.1 ,! ^tip`• 65s TU--- / 3 I ¢ _ PAD=1269.2 1 t I I III'I� Ec h ?66 n PAD=1269.5 I I P 1z67sT cyy � 12664�', � �I �; ►�,� ��I �� 1 � � �1,� ��I )'� 12655E7267.9 PAD=12662 42 1267.E T4 E it o 'i ii Ap91269.8 12682p I!; v' ',!, i ' �j AD 1268.9 Y9 II� • I I 11, ec 44 43 ' ` 7G a P ffi, I P 1267.8 12661 11 Ida 9 I III 1265.3 7C \ v ' � 68.5 c I �� i;; EC ♦` �� 11i� P�� 68.0 �j j Iil 1268.3 TC �1 P �' N 12s7el ,2T's PAD-'L 67.0 ° LO2b - Ill 1165,2 7C I P _ D-1 41 �� / 1 � IC� / I �s ti fi7.5 PAD�1 N I^I 9.7 �2 PAD-1269.5 ' PAD`49.8 (' •1 I 1 \.♦ n n 6.5 2fi6.5 ro i 3267•Z?C; .1267.3 TC OS PER SEPARATE PLAN N I I 1267.E�'I' N 6 O n, c I N ' �•'� r�ac 319an 7 `SV�dj F 9.3 w POSED STORM GRAIN -1 = --- � n chi PA =i � i �4 � �I � ,� P 6 �♦ � 1 � - '�+��- fI � .,,a � T3• - -sN'3 ^ N � 1 1 69.1 PAD=1267,1 � _-- ' r ij � , �' 1 � I g•,6 it 1 t267.8� So ' PAD- PAO-3 I _ - `3 1 l, PAD� E� -+ 410 -1969.s ""'�.-.,._., I'' '�� II� ; ` I I I `" *`- ,Tc.:. � � � 1 0 °1. ♦ �� 1_p� .. • ---�= `� � '' FUNRE STORM DRAIN 4 ' ((( C� I PER SEPARATE PLAN 1267. ® O\ 'A IIr G { IG PAD=1266,E 41 y. 1 .•"'""'.�r°"=( POSED STORM DRAIN I i I I °- I PAD - i - PAD= SEPARATE PLAN I •)` ' (i -� n h _ -�°0 264.7 12�-IFS 1.OXa.� 1266.5 TC 1267.3 12 � 1265.t 1265.2 100 Ub �4 1-_� P p=12 _ / I�'`- ,�, � P 68. ,� � - � ..,jam 68.9 AUO - i � 1 PAU �\ PA - 2 1 .5 O h � �.. � j q _ �8 i=,;8.0 0l DI_ pig,; 1264.E TC,r 1 FUNRE STORM DRAIN � 2 PA =T268. . a G - ? s � PAD- c - _=-J - - ---- _.=- PER SEPARATE PLANS 1 2 1 r1268. I 54 STA54 `'=`" Gj A�j PAD=�68.8 PAD 6 6 Q (� F P�T2 6.5 1 �1 �, �,'+ KEY MAP PAD�� 6.5 \ g :_ 33 \» 1 1263 - a �� PAD- �^`'°� ��,..- � 8., -1266.5 -- � l J � 1 - 32 �` �� „ o� PAfF 116E 7 L. • SJ � ED STORM' n a SEE SHEET No. 7 , P)AAI � .n ; _. - ,, SEE SHEET No. 8 RECORD DRA@fI ONG a n T' D LINE D-1• - REVISIONS: PREPARED UNDER SUPERVISION OF: SCALE: WILSON MIKAMI ENGINEERING GEOLOG : SOIL ENGINEER OWNER A CITY OF LAKE ELSINORE 70��' Q&�E -3-�4-aS 1=� CORPORATION NEBLETT k ASSOC., INC. NEBLETT do ASSOC, INC. LNNG3190 LAKE ON TRAIL LLC �Yho,r�T20� SCOIT M. MLSON DATE SHEET 4 a 4911 WARNER AVENUE, SUITE 218 4911 WARNER AVENUE, SUITE 218 31900 MISSION TRAIL ♦ DATE RICE NO.49Ba4 EXP, 9-30-06 3 PETERS CANYON T! 949-679-0090 ROUGH GRADING HUNTINGTON BEACH, CA 92649 SUITE 225 RETARD DRAWNG E /O1/07 SUITE 110 R 949-679-0091 OF 28 a HUNTINGTON BEACH, CA 92649 No.49884 A THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE N7TH THE 12/7/04 IRVINE,CA 9260E a 71a 840-8286 LAKE ELSINORE, 92530 1 PARKWAY GRADING,LOT 1 GRADING BACKBONE STREET GRADES rA,1 1 12 05 1c E.p+/�oroe * SOUTHERLY STAGE - I (714) g4p-g2gg ( APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND eENGIaINDX c (949) 567-1900 MARK DESCRIPTION BY MPR DATE Pj� C[V P THE STATE LAWS,AND PERMIT CAN BE ISSUED. MISSION RIVERSIDE AIL 2NTK NO.BM E-CENT- IJNE F NISS, BRASS DISC IN CONCRETE POSE 72'NORTH OF T INTERSECTION OF COHfDON STREET AND FILE NO. pI CpF\F NISSKKi TRAIL 27 FAST OF THE CET7IEfW1S OF NISSION TRAIL TENTATIVE TRACT MAP NO. 31920 o DESIGNED BY: M.WEBER DRAWN BY: R.M. 1/ /� �� a CENTEERRUNEE�OF CERFiV-STREET,BEING N5752'48'W,BETWEEN MONUMENTS 3 AND 4,BONG THE CENROWNE INTERSECTIONS OF CORE&STREET AND i DATE CHECKED BY: S.WLSON PROJECT MANAGER:S.WLSON KEN SERALO RCE 56915 EXP.9-30-05 CITY ENGINEER DATE sroNEMAN STREET AND crnFx STREET ANT coRmoN STREET. V - 1---- - EX24"DW- _ --------I---- - I-_ N \ CONSTRUCTION NOTES : GA 1266RO , .2 7C t 70.3 j �L�--�- CONSTRUCT STREET UNDERCUT PER STREET SECTION ON SHEET NO.2. 12 i - \ C � _ /�_� N SHEET NO.2 -- - --- _ - 4 MOVE AND DISPOSE OF EXISTING POWER POLE \` \ \ \\\ 0-CONSTRUCT BERM STOP OF SLOPE PER DETAIL 0 ��.--_- -_=�\ \ \\\ \ - 7 ABANDON EXISTING 2"MONITORING WELL 1270---_-.--- - -. --„ - �Z� STREET IM� � 12�CONSTRI�T PCC W-DITCH PER DETAIL ON SHEET N0.28 ` TC.M.P. RISER 1 R DETAIL ON H \ CONSTRUC C 5 R E ET L SHUT NO 28 --- Q G \ \ 13 INLET P _ -.'___----7275 ------ --- -- -- LOT--� iz 131 71LP F \ \\ \ , \ \ 0 E5 '66 ING EDGE OF PAVEMENT (n) \ ZZ \ \\ Z PAD=1273 4 12 _ \\ \\ 9q \ \ -� G 24 PAD 273.4 \ \\ ? \ \\ \ PAD 10275.E \\ PAD pADj5.2 P ''274.9 P 274.E P� PAD=1273 7 PAD 1273.E ` \ \ \ \ \ 1274.2 \ \\\ \ \ 2 \ \ \ 127187C \\ \\\ \ m 80 1 j7.7 71 1 7 0 T - 71 7 1273.8 \ \ \ G 1 - E�- - 1 71. 1a o.SX 7 ` PAD= a \\ \ \ PAD=I272.2 73. r 1 .8 rc -- - -- � - - -- -- 1 2• _ a 1a+ , �� \ \ \ 12 .7 TC 1 73. TO _ 1 7 2 1 T 1 7• T Q- _ �1 12 _ - 1 5 2 n �' 27 PI 'AM'S l j 1 - 7C o 1 73.1 TC 1 72.E 9.6 TC PA=127• 12 74.3 \\\\\ \\\\\ TRACT BOUNDARY PAD' RIGHT-OF-WAY 0.4 TO-7 �, ^co I ��o' /' 1 EC --- ` NW I N� ` ` \ \ \\\\ \ LOT LINE 1`171.9 - N 1 PAU= 1 N -- y ` g ` 12 \ \12 \\ \ \\ C --- CUT AND FILL UNE 1 TC N 1 3� N ^ PA0=1275.1 PAD74.3 's i8' 1 ' '1 PAD1273.8 PAp73.7 8 S PER \\ TC 3 ^ h I I �' \ PAD-'375.1 \ \��iP. - - -- - - POPP TOE O LOPE Z 2 P \ \ YyYY Tc 7`171.5 ppp-1274.4 N N W ---- 1 �` \\ \ 250 ` \ 1250- PROPOSED CONTOUR \ \\ \ \ \ EXISTING CONTOUR N N N 8 \\ \ \ \ \ \ \ \ :l L -.PAD=12 I � I _� �� I �. PAD1 74. 197410 \\\\\\ \\\\� - � EXISTING POWER POLE cf)ry 17 I PA50 o73.9 PAD=1273'1 1 11' Gri 0 6 \ PAD=11275'8 HP \\ \\\�\ \\\\ PAD= XXXX PAD ELEVATION ;�,�fji, Q I \\ PAD=1 73. \ \ \ \\ 0\ \\\ / 55 LOT NUMBER � 71.1 PON73.4 1 >` `, '� , \ 2 \\ \ \ PROTECT EXISTING / 29 SHEET FLOW RATE P I _ \ \ \ \\ \ \\ U77LMES IN PLACE __... ...y 1 ' ,i' 72.E \ \ GRADED SWALE 4g 5 PAD=1 P �75.8 M / STREET CENTERUNE _ 1 72 G FLOWUNE PAD=1272.9 PAD= 8 \ J J o 612 - 1 3q• 1 �^qI' J' 672.5 \\ PAD=1275.7 \ �� CONSTRUCTION NOTE PAD! PAD=1272.4 =N I i o Jam,`�\ PAD= \ \ �npaN \ \\ \ \\\\ \� // /// EXIST.2" DIA PAD- i ttt 1 J) `\ 5g , 1 GJ 6 12 . \\ \ \ \\\� \ �� //// MW ABANDONMONITORIN IN PLACE(M.) - ---- - R PAD=1274.0 PAD=127 w �,� A 55 J 4 1. `�., N E 4� pAp1272.5 - .� ,\ J . \ 1 - ./ •o , ., \ \\ \\ a / Py -- FUTURE STORM DRAIN PAD=127D. POSED STORM DRAIN PAD. I ( / -fjFi o, J Al 1 �\ \ \ 1 1 \ j/, PAD-1`72.4 r\ \` 1 / (� �75.4 \\\\\ \\\\\ \ \ \� �%/ PER STREET IMPROVEMENT PLANS T Tc 1 \ ` 41'270.1 �� 5� T4 aC f• e '�`"/GG, '' �\ \ \ \ 60TC TOP OF CURB .9 =1'4169 \ PAD= �\.,\ PAD=1272.6 ` ,�.48* � �. \ �'�+� , \ �\\ � \ \\\ �\ FL FLOWLINE ELEV. PAD .\ 10 =- \ \ \° 0 70 ` • \ ` r 4 4 '�V�,\\ �g 0� -."-� 0 F� -:1 \ , _ \ ,g2. \ \ TG TOP OF GRATE PAD=�709 \. , ; PAD= c: PAD=1272.6ry� _ '�75.4 PAD- \ GB GRADE BREAK 9 A •� PAD= V A \ A EXISTING EDGE 5 \ ' \\ Of PAVEMENT FG FINISH GRADE .� T - EC �1 s\ � ` + \\ \\, 1' \ LP LOW POINT J J PAD=1268. \ '' PAD.273.9 6B `\l / \ ( IN IN H POINT O PAD=1269.3 �\ J4 s � \ INV. INVERT OF PIPE 4 \\\� Z -� � Tq „ PAD 1268.9 � \� � � 12 PAD 11270.2 Af \ \ \\/ � � � 1 J oo 4,) 1' ,�h PAD 1I273.1 PAp1273.4 � �t(�,� PAD=1°74.0 8 r,/+ o PAD-1269• ,,► O W 126 � s��fijs - - 3,269.3 �. PAD= J �� \ PAD 1274.0 't \ = 1h PAD 268. .� °' \�� 1272.s \\ f , , �j 6 \ 1 J PAD= 1 t , \ \\ \\ PAD�,266.5 ��..� , 16 gg 2 �,f -/Z \✓- 1 / 1. 1 1 8 40 PAD= / �� 1 iJ27z.o / �\ PAD=,273. 66.7 T� PAD=1268.5 PAD= %- 11 ZG 12 PAD- lam\ d� © JST 15 7 11G 11► / •.,\ ' ^ - J T PAD=1269. 4 3 1 i 4 / \\\ \ \� \ \� GRAPHIC SCALE Ar ry� �j ..'' 68.8 127E �ORAI si -ti 1 67.2 .y PAD=12 J c PAD= �' P ��73.3 fAN �� •/ 1' 1 o PAD= 12� k �6 Jfi ry 6 _ �� b � � 1 �F ..0 1269 � ( IN FEET ) PA D= 66.9 PAD 1 69 2 r AI. 12728 \ \ \\\ \ \ \ L Lnch= ao ft. \�,.` - e = I - \ ! PER SERA RA � L' � .C�.Z13_ - � � V \ PAD = `�:� �•� 1 o PAD' Pj=2 ?ss�. -- � T '8 - 1268.9 1268�IC, v9 1 69' 72 2 2724\PAD- \ \ \ P 968.E �° / s .\\ ` N pAD=1266.5 / j269.2 To sT t2 6.e rc t269. -� t - / ti )AD= jp71.8 PAD�1271.6 PADY 6 ' ' 269.3 \ 6.5 � '� PAD- 1267- 3 TC �� J?ss J� ry k PAD G 7 TC V � 72. PAD=111 271.2 ,.--'�T; PAD 271.2 -- 266.0 •� 1 ZAP $ tiV 4 , PAD: 12 PAD=1267.2 4` / 2 ° \,�\ PAD1270.6 \ �1 PIL70.6 pAD�26 4 .4 21 11a 72.4 66.3 PAD270 / \ � >)Q' Faa / 12 Imo--_-- '_� � � \ \ /�r � PA'D�-�261J�?�6�.5s J�Z °� s`�'i�`•A �' 69.6 pq2�="6/1�2 7/0.1 PA�T267.6 PAD�. 266.9 PADA66.9 PAD�2 k ,4-a" ,i D269.o tom2 1266.9 P � 119272.5126 .9 ff - PA PA17 J 66. \ ^ 273.5 PAD-] P1T268.2 1iR\� \o� O\ \ � J �j 9 v 1 lj �0f� ?s"B A. ` , \ `�d" PAD- cN-v PAD=1268.E ,i267.2 ry / 2 PA�=T[66.5 �ci of? � 6 R 2'Iti. 5 I KEY MAP PAD- 'J kh `�\ ��J �\ PAD=1268.0 •� �/ � \ \ �"PAD=�68.7 PA�•j�73.1 $119 \ \, 12�ry1G 12 \ 1- N = - \ P \�. y 1266.9 1 , `\ ryc�• 1266.4 TC /i �� 1G 73.9 TCpAD G \` \\ RECOR® ®RAl�ill6!!G 3 SEE SHEET No. 8 6 i PAD= ��, 2� � =_, , 5 � � \26 SEE SHEET No. 8�i 12711 7.4 FL �1 REVISIONS: PREPARED UNDER SUPERVISION OF: SCALE: W►LSON MIKAMI CITY OF LAKE ELSINORE ENGINEERING GEOLOGIST: SOIL ENGINEER: OWNER ,D�p�y RROFF55/ NEBLETT k ASSOC, INC. LAING-CP, LAKE ELSINORE LLC o r r 3 z4--oS W CO R PO RATIO N NEBLER k ASSOC., INC. o / r SCOTT M.WILSON DATE DATE: 4911 WARNER AVENUE, SURE 218 4911 WARNER AVENUE, SURE 218 31900 MISSION TRAIL RCE NO.49ss4 EXP. 9-30-06 3 PETERS CANYON T: 949-679-0090 ROUGH GRADING SHEET % HUNTINGTON BEACH, CA 92649 SUITE 225 2 RECORD DRAWING ,FK ,0 OS/Oi/07 '^ No ageea A 12 7 04 SUITE 110 F: 949-679-0091 OF 28 a HUNTINGTON BEACH, CA 92649 THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE WITH THE // IRVINE,CA 9260E SOUTHERLY STAGE - I / LAKE ELSINORE, 92530 1 PARKWAY GRADING,BACKBONE STREET GRADES I ro t2 t2 05 11 c.p s/x/os (714) 840-8286 (714) 840-8286 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND BENCHMARK: _ _ (949) 567-1900 MARK DESCRIPTION BY APPR. DALE fjv/F avr ��\P THE STATE LAWS,AND PERMIT CAN BE ISSUED. NISN S ON TRAIL 2IDE �EAST OF THE CENIERNE OF MISSION TRAIL IN CONCRETE POST 72'NORM OF INTERSECTION OF CORDON STREET OND f7LE NO• OF CAI\ TENTATIVE TRACT MAP NO. 31920 c DESIGNED BY: M.WEBER DRAWN BY: R.PENA Gf c BASIS OF BEARINQ CENTERLINE OF CEREAL STREET,BEING N52.52'481Y,BEIEEN MONUMENTS 3 AND 4,BEING THE CENTERUNE INTERSECTIONS OF CEREAL STREET AND DATE CHECKED BY: S.WILSON PROJECT MANAGER:S.WILSON KEN SEUMALO RCE 56915 EXP.9-30-05 CITY ENGINEER DATE STONEMAN STREET AND CEREAL STREET AND CORYDON STREET. rn k , SE SHEET No 3� - - -- a P�P,9 E -_- ra 1 \ T p � � � SEE SHE No.- a 265.1 1285,2 100' - __ - l u �� P CONSTRUCTION NOTES PAD 66.5 �'"""/- �-- ----- � 264.4 - � \ �-� 5 1 pi� I( PAD= g.0 j.126 0 4 I '� PA 7 1_1266 1264.E •�Fl1NRE STORM I �� ,� ,, r PfR SEPARATE P 1 CONSTRUCT STREET UNDERCUT PfR STREET SECTION ON SHfFT N0.2. ,�j $ ,1� '� ------.._ 1 1 12 Sa ST S!•A ��'�2-=-._=-- 6.5(�67 / 3=17 .4 ---- �1 PA6=12E .q§6.5 A 1�E c A ,1 331 �,..�=t. �E l 1Z�B _ -� _ �1z •� --- -��;._ , D � PAD=1266 5 11sa 1 1C - �. PAD Q P0 12 1266.5 ' 66.7 STORM ' LRBi D-1' �`__ _ -- `��_ �,.--' , PAD' 2 PAD3 1 \ ''' MATE PUN / _ - 8_T� ' �� ` . ' 2d PAD= 66.5 -12872 \ 4re a \' \ ,C AZO ASG •� ,`\,2�`3 3•(G , ,1�`g'lc .W / ( / , , P ,�" • /� .'�� `� , .�, °�,16''. ?sse � z s .� �.1266.5 �` • d� 35 % � � 6 1268.E rrucr BOUNDARY PAD=766.5 'Z9 1 85.0 PAD=i266.6 , �' ,� \, PAD= i /\ ------ RIGHT OF WAY C - + '? PAD�j268•$ .9 %' FUURE STORM GRAIN LOT LINE 3 j/ PAD 116.5 ,1�'8C \ \�.,\ 1p�9 li " ,?GS°TC /ll -__ _ 12685 3 PER SEPARATE PUNS PROPOSED STORM ORAI 116A3 ,` sS0 rC I // PAD1 n PER SEPARATE PUNS TOP&TOE OF SLOPE 1 1264.6 TC ' ( ,/ po PAD=1267A L sO- , � ��j finn/ � -y AD=9 ' , l ' h A�7 1267.1 1 •.• �� -R---R- RIDGE LINE P s7o , 36 �, , ---� PAD= pAD=1266.7 ! - 1265.2 ,� PAD=7266.7 ' h l ' , �, - _ _ m - / , •L� -F-- CUT AND FILL LINE / d ( TC , 11 �T FUMIURKE ' N / _ _ 66.5 PAD� 66.$ P R R; 11128d.8 TC , _ p Dc12 _1 EXISTING CONTOUR 1 H PROPOSED CO 0 SEPARATE P , I. 1Z�5 � � / PAD=126g'6�o'' ��s�� q 66.5 STI G CONTOUR -�� EXISTING POWER POLE ��Ln9 3 / I �7 \ ,y��y,/�/y�" , i Pqp=1Z67.2 1ZE6 PAD=1 ' l �y l `T' 1 ^ PAD=XXXX PAD ELEVATION C 267D Q d l� /., 55 4 '?�6 TC U " / o 3 I 127 55 LOT NUMBER 1Z B 1 �' 56 / PAD 1266.5 0 59 - % DAYLIGHT LINE PAD!1466.8 / P��1268 RE S70RM DRAIN 2% SHEET FLOW RATE ' , 0 1zss4j� & ^ PAD=1268.8 5 � , PER TE PUNS 8 GRADED SWPLE 'l P 75 /�1? PAJ 67.3 1268,D 5Q ^w� - STREET CENTERLINE 7O T 50 ? .4 � 9 TQ g / PAD= 1267.4 (, �P 7.8 1 l s 1g �s , i PAD- 1266.9 / �i 1(� 61270.8 - - SWALE HIGH POINT �.� 1267.8 PAD= 167.3 FLOWLINE /(p PAD= , PAD, CONSTRUCTION NOTE ?7 " ` EXIST.r DIA ?OX 'n, PAD�1267.7 1? ;l 1 ,i! PAD 9267.E ^ � i /l( , PgD51'L68.7 MONITORING A&W ABANDON PLACE(TYP.) Li,� V 1•?s5.�jC 12sa j Eaa i `` 1?s�3 n, »>LLL��"' o ro Piss,l rC Z _ W •.`>`�` � l !'�'q '� ��1► `\� `�sn' e � , ! / � 1p i � o /, 5J 4 �` m 1 Z091 , FUTURE STORM DRAIN 5 6Q 9 ,z ; x s ,z� �/ A / / PAD=1268. *6 u k m ' 176s.1 I 6 s rC 9 `to / , PAD= r '. PAD= 1270.3 5 PROPOSED STORM DRAIN �j l� �pGt9 Eqp ` 1 less ,[4 PAD- , �i^ I �•: - i PAD= PAD�f267.8 \, �, l 1267.9 �' /; , % �^ _t12 PER STREET IMPROVEMENT PLANS / n d1p6Q / 9.3 3k' �_ PAD � 18' 18' W 7 1 d! 5 I � \�� i�„ / l ( ( ^ l ,� , `�� TC TOP OF CURB r�, 1p ,,o PAD=1 67.E %! �E68�. l y / .. 11 ll/ ^°�1 I \' f I FL FLOWUNE ELEV. uj 5 /" , u I _ TG TOP OF GRATE �� j - -- _ f/� 4� m 3� /� // � PAD=1268.7 �, � ,��, �; � ) �� II rr�� O 1p PAD=1 69.9 1p ` '�� , - - �� I 68 68.2 6 L"r 86:4 /, / �' PAD=1268.3 ^ l�/ / � � x \�'� " 1 � / �\, GB GRADE BREAK �/ • ,_ KK[// 7 , -�y� N PAD 1269.9 ,� 8L`R ?s)7 / 11 �54tt "+ * I•� I PAD= FG FINISH GRADE � 1 �[�/ 00 LP LOW POINT =1268.1 ! 1?Bs4 rC PAD=16Z8 G� f 1 � ( ° '/l l 1 Q� Yf �(� � .( , 1n HP HIGH POINT J' w f r ! , i y '� / /� n Y / / H I'I INV. INVERT OF PIPE J / ZZZ •�� 13 PAD= 0 l r PAD=1�69.9 � LI.2 I /� V ; } PAD=t26g•7 , ^ C/� �i1� PAD=1 69.0 � ''� �!� r 12 , ,� 1 ' ' 61268.2 PAD- 689 , ( 69.4 a I PAD' PAD' 2 A�j _ ��17sss PAD=1Y68.1 l l II . N �f PAD=1 69. TI L�. �!i [ rC n I PAD5269.8 / / /I / / PAD= ' // r�A PAD 2 9.3 1� Lu PAD= 69.4 / ; I / 12 / � )"�y� 50 �� 66 1 �'11s�0 ro 6 1?silts 1s tC l' I / , x '8n 11 PAD=1268.2 �I �` "� " PAD=1268.1 uj PAD- fs• s, i ) 8 s? zez 68.5 D=1268. / 1 r / ! P_ P PAD , , A � P 9.3 /k a PAD= 0.4 /,, ..•J� , , 44 r l � -� l l� � l� 1 ! %`'l� _��s - 1 a i 6R8 rC PAD=1270.0 / / // `fi ; 1� PAD-1 ,,� � , - 3 . , 4 r 1 I a�, /m 6 till, uj 4 �/� 4 r / '` PAD- 1 � � P -T'�67.9 '?she PAD=1268.8 1Zs , l PRO= 89.8 / W _ yr / 5 4 ED STORM DRAIN 4 1 I /+ 7 �(!I i1 ,, 1 '/ .$/ i ER SEPARATE PUN PAD='289.1 - � 4 P _�71.5 1 s ,zsya PAD=1770.E / 1 sO' 1( / �/ PAD=1269.8 pd„ \r 1 / , /// GRAPHIC SCALE � � � �� rc "VV I •>>Z,PAD=1 9.1 �/ . �� ! � // !, e, l � /_"�- 1 1 �� -'�'r"`.r',F,. � 11 �i 64 7.2 � � /� PAD= ( INh FEET) PAD-1 71.0 A l l Pf✓= 8 127U. y 1 5 a rA 11 1 inc = 40 1t i 6 _ n CG33 4 `� , PADVT269.4 � !, ,,o I i� 1289.E 37 8 .� /n � PAD PAD= y / t270.3 l� ,/ 9, i I PAD= i PAD=1267.2 p A PAo5 1 .ice' �, I� ' �; A ! , 171.E 47 l� � / 38 1�b PAD= 71.4 i'/ /�- �/, PAD-1269.9 39 �,1 �l i� 6 °p rc i ��-��/l !� PAD=1272.D PAD=126ss V' PAD=J 69.7 �' , {j �., p 3(� 0 c / 4 /� ij' qD j67.7 PAD=1267. '2 2 P �' ' 0 8 � PAD= ss. / ,� 8 � 9 PAD ( �! 1 �/ 3 2.7 �� _ .. � � � y l � / / v C°j U 5 f �1, l 1 18 �, PAD= / f / - o p \ / PAD-1�2.5 /i / � %/ `` / 11 � / � 3`.t �'�� O� �� -12729 pAD PAD=1272'3 P 968.1 �� pw1266.I PAL44ny i ry 33 / 72.571.7 r / PAD-12 f �� ! v 1271.7 68., c �_ \ f PAD= PAD=12\ 73 4 KEY MAP 1 o � J __ RC l' �:JI`(_ -j1 I, \` ^ � l?1 � >r FC � Aia pAD �\�' ,J�� PAD n. :� ..-� � '` S,•„�E y...6.c.,�..'./'� � / �.ti �� t�C®R D DRAWING SEE SHEET No. 10 ET No 11 REVISIONS: PREPARED UNDER SUPERVISION OF: SCALE WILSON MIKAMI CITY OF LAKE ELSINORE ENGINEERING GEOLOGIST SOIL ENCdNEER OWNER To/elasa`aN�S�Iavg j-Z¢�05' 1� 7 C O R PO RA TI O N NEBLETT do ASSOC, INC. LAING-CP, LAKE ELSINORE LLC c o SCOTr M. DATE DATE: SHEEP 7 a NEBLETT&ASSOC., INC. 31900 MISSION TRAIL ;'+ RCE N0.49884 EXP. 9-30-06 3 PETERS CANYON T: 949-679-0090 ROUGH GRADING 4911 WARNER AVENUE, SUITE 218 4911 WARNER AVENUE, SUITE 218 2 RECORD DRAWING 5 �� 05/Di/D7 A SUITE 110 F: 949-679-0091 OF 28 s HUNTINGTON BEACH, CA 92649 SUITE `25 NO'49m4 THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE WITH THE 12/7/04 IRVINE,CA 9260E SOUTHERLY STAGE - I a HUNTINGTON BEACH, CA 92649 LAKE ELSINORE, 92530 1 BACKBONE STREET GRADES S I 12/12/05 # Ama f _ _ Ex^ APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND EIENCHMARK: BRASS1279.829. (714) 840-8286 (714) 840-8286 (949) 567-1900 MARK DESCRIPTION BY APPR. DATE fj9rf c[vn E P THE STATE LAWS,AND PERMIT CAN BE ISSUED. N6SION TRAILLIDE BEN'2 EAST OF THE CFMERUNE OF MISSION TRAIL DISC N CONCRETE POSE 72'NORTH OF Y INTERSECTION OF DORY"STREET AND FILE N0. o DESIGNED BY: M.WEBER DRAWN BY: R.PENA OT CAL\ GL BACFNI RteN OFOCERFPI SO2EET,BEING N5T52'48'W.BETWEEN MOMIMQOS 3 AND 4,BEING THE WITERLNIE INTERSECTIONS OF CEREAL STREET AND TENTATIVE TRACT MAP NO. 31920 DATE CHECKED 8Y: S.'MESON PROJECT MANAGER:S.WLSON KEN SEUMALO RCE 915 EXP.9-30-OS CI E GINEER DATE sronEMAN srREEr AnD cEREP1 sIREET ANo coRRxx+srrdEr. Vl SEE SHEET No. 4 SEE SHEET No. 5 PADS f268.8 ( PAD 1268.E . ? PAd=,168.5 94 "' zj ery 6268.0 �'m / / �f •`P�� j 6&7 4 1 / PA267.2 4 1ry, r rye• '`� \� PAD= \�ppb= CONSTRUCTION NOTES 7 CONSTRUCT STREET UNDERCUT PER STREET SECTION ON SHEET MO.2. T 2 0- ' ' ' T�PAD J266•9 jr REMOVE AND DISPOSE OF EXISTING POWER POLE Q i� 4v 3 3 (� 8 r •�` 16' q PAD=1268.8 pA� 6.5 1 ?? -=� AQ• CJi PAD" 1 9.3 4 1266.5 6 PAD 1270.0 Z3 r �� 1 6 ' PA= PAD=1270.4 r�PA= 67.7 �r1 / I__ _= '°� PAD- 68. �\ W. 9 jc r 60 � . 7 PAD 270.8 PAD-1266.5 �F ' � ^„�`�.� � •` 41�j0.6 � NE'C'PER SEPARATE N 7?4s ? �$ `GPAO= .5 s '\ 4271.1 / 1 rl ' �?, N PAD569.0 Paj=1266 PAD= o _ PAD 1269.1 _766.7 54 \8 126B.4 J G P PAD=1268.0 \��' w TRACT BOUNDARY y 1 12 T PAV1166.5 i � 67,1 7 '� �' ------- RIGHT OF WAY i, \ T 1265.0 P - 4�71.1 5 SG 1A c, LOT ONE PAD= \168• 12 1 PA 71.5 �`- � ` 1 Ifo �o�� /�T=� TOP&TOE OF SLOPE 1 f268.7 w 1265.2 TC rr /\\ r /1 PAD- ( � J t'jr1� 1 ell 1��f � o e+� -R---R- RIDGE ONE ` 4 ` 1265.2 1 Q � 1265.2 TC PAD=1 70. �� ' UT AND FILL ONE D= PA r a C 1 266.5 � P =12 PROPOSED CONTOUR PAD= x ` 1265.31 A i� 1 TC o A 7� 1250 PR MO 4 Cc,2� �\ r / 6 4 0- 1e65 PAA= 7.0 PAP1�0.1 , 25 27: -1250- EXISTING CONTOUR ; 1 .y P 6%8. it �, \ }! -� / PA=1271.9 -�- EXISTING POWER POLE � PAD=XXXX PAD ELEVATION PROPOSED STOR DRAIN I -- -- t 6 66.5 1 1 2+7 I ' �" 1.3 1 PA-1271.2 ^' _ r 32 ONE'C"PER PARATE ' I PAD=� I I I }I1 4/69 8 , �O PA� 27 1 6 55 LOT NUMBER 6.5 I T , I PAD=TTTZZZ , 1 g TRAO 1920- r pp I ?se, \ti tii?� - r�- SHEET F ONE A (y 0 T � � ,y � SHEET FLOW RATE a PA266. , �`. S • 'n 1 GRADED SWALE / U 1286.5 P=1270.7 - - - STREET CENTERUNE �1 69.E �2Qy % 69. Fl- 60 ,ryo\ / / , Q4•, ry� o - SWALE E POINT FLOWL PA=1270.8 ,. % GG� PA 70 612665 ry� 1 6 ,'�� Q Q _--�=- SWALE HIGH PADV1267.7 ' e y ' PAD-12 1 18 CONSTRUCTION NOTE ' \ ?sue 68.7 , •s2, ��/ As EXIST.RI DIA PA- ��S) 9 g0 W MONITORING WELL Sty P A=J1269.5 \ MW ABANDON IN PLACE(T1P.) FUTURE STORM DRAIN R T 1020- 63 T s7.3 j ��?� r� .� Fy i I ! // � PAD= � - � /y -- -- 1270.3 / 61Z66.5 , ?sue , / A- ' t� ' F PROPOSED STORM DRAIN PA= ©�I ; , r r r �j0 1269 0 , r PER STREET IMPROVEMENT PLANS PAD= TC TOP OF CURB _ 6.5 ` ° 9 PA=126 �Q �� , lr / / i FL FLOWUNE ELEV. TIC P OF GRATE 62 PAD 1166.E sry ' ?�src 1 / GB GRADE BREAK PAD=1269.9 \� © , a _ P =1268.5 / FG FINISH GRADE PA {�67.2 U' LOW POINT INV. I OF PIPE HP HIGH POINT 1269.6 8.2 PAD= ryo 7 \ PAU=t267.4 ° ^^�^ PAD= 67.7 32 r ,/ INVERT 3�67.9 PAD=t268.0 / -PAD 67.9 _ 66. r ' / =1268.1 1 � I 6 ; � e•s ; 0 - -.268.5 , PROPOSED STORM DRAIN W / 8. P / r UNE PER SPARATE FANS r `^ W PA=1266.8 / 3 - PA=1266.5 '� rn FUTURE STORM DRAIN I �j G•� v! �r^- PER SPARATE r `�O vJ�67.9 1° _ -- 1 2 'F °r 5 ,� r �s ^� PAD=1266. 1 PAD=1261.4 T T? / PA=1 5 '� I'' 13 _ �B I'I W PAD=1�67.9 4 1267.1 *,` // Low A W W / r PA=1266. s\ r^ � PAp=1267.0 PAD= _J � GRAPHIC SCALE `►'J 5 i ETg fG 7�3g o m m 4 .�.".., ��. 1. (>N FEET> C1 iF� pAD=1266.5 643 PA=1266.9 / t inch= ao tt 6�j ��' O! % 1 65.7 C t 65.7 FG 1 6 �� o =1266.5 � PRc t.oz � _ P 1 1 6 , PAD- 34 Y ' p6 ' 1 65.8 FG 1265.0 TC T 7+ e I PAD346.6 _ 9 �` -1267� cR PA=1268.3 j ry •a � � PAD- . � `�J {1 ~ / •• ' � ------ 1 `- ' �1 66.E -_ - - -- 3 PAD §8.7 5 P -----/ - __ _ - _- ' k ;_ PAD=1267.7 rr�j \ ' 3� PA3 267.3 T PA= 266.7 ' o 1Z67.2 �� PAD=1 68.4 _--- PAD s 9 21Y67.3 ' ROPOSED STORM DRAIN rr PAD= 1 / LINE"B"PER SEPARATE PLAN zwl o p 4 68.6 S r 5 PAD=12 F 7 \_ r - PA=107.5 �� ` T i� 2467 6 r r PAD �8.7 _- �. � � / ' � PAD= / KEY MAP g ' \ PA- 3 8.2 r 1 \` PAD ( `\ / / , SEE SHEET No. 12 RECORD DRAWING - 44.. �� _ r - a r ,ry SEE SHEET No. 11`�r m REVISIONS: PREPARED UNDER SUPERVISION OF: SCALE: WILSON MIKAMI CITY OF LAKE ELSINORE ENGINEERING GEOLOGIST- SOIL ENGINEER: OWNER: 10/8/99 eY��I _ Cx NEBLETT&ASSOC, INC. UUNG-CP, LAKE ELSINORE LLC r SCOTT M.MESON 0A1� DALE. CORPORATION SHEET 8 w NEBLETT &ASSOC., INC. 0 3 PETERS CANYON T: 949-679-0090 ROUGH GRADING n. 31900 MISSION TRAIL RCE N0.49884 EXP. 9-30-06 pF 28 4911 WARNER AVENUE, SUITE 218 4911 WARNER AVENUE, SUITE 218 2 RECORD DRAWING 05101107 SUITE llo F: 949-679-0091 n HUNTINGTON BEACH, CA 92649 SUITE 225 No.49884 12/7/04 IRVINE,CA 92606 HUNTINGTON BEACH, CA 92649 1 BACKBONE STREET GRADES 12112 O5 * THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE WITH THE SOUTHERLY STAGE - LAKE ELSINORE, 92530 c.c,° °08 f APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND BERNERSDK: N (714) 840-8286 RNERSOE BENCHMARK N0.BM E-3-70.ElLY.1279.829. BRA55 DSC IN CgiCRETE POST 72'NORM OF T'INTERSECTION OF CORiDON STREET AND FILE NO. (714) 840-8286 (949) 567-1900 MARK DESCRIPTION ar APPR. DATE s9� e" � THE STATE LAWS,AND PERMIT CAN BE ISSUED. MISSION TRAIL 27'EAST or THE DENTERUNE OF MISSION TRAIT TENTATIVE TRACT MAP NO. 31920 DESIGNED BY: M.WEBER DRAWN BY: R.PENA CAU\ Q yiM � „,m BARS OF BEARING AND oT.KEN SEUMALO RCE 56915 IXP.9-30-05 CITY ENGINEER DATE STONERMWESTR.AND CEflFP1 STREETN 52 DAB MONUMENTS 3 AND 4,BEING THE CENIERNNE INTERSECTIONS OF CEREAL STREET AND DATE CHECKED BY: S.WILSON PROJECT MANAGER:S.WILSON rn SEE SHEET No. 5 \ \� PAu= \ +8 .. 1118 TV tC P'1 b 273.5. ` \ \ CONSTRUCTION NOTES ,�ry12 l� 9 \ \ \ // \ / / // Oi --CONSTRUCT STREET UNDERCUT PER STREET SECTION ON SHEEP N0.2. 6� P 273• �\\ \\ aTnac EDGE.. y 1271. t \ i i t•y _r r-� OF PAVEMENT �� j 7F3 J 20"�f a 12 CONSTRUCT PCC V-DITCH PER DETAIL ON SHEET N0.28 j�1269.3� P�4.273.4 II 1t \\^\\\\\ \\ \ U A Q274.2 12 AD�1�0.6 5 1 i '?'�s� \ r \\ \ \ \\\ LECEIO r D8/'j `L�12•� �\ - "`'� Ns i ',.�;'!•- \\� \ \\\ \ \ TRACT BOUNDARY \ J` \ iSRNG \ --__—__— RIGHT OF WAY Z\ tp4 $ 1 73.9 ' A \ \\\ \\ OF`pAVEMENT !� PAD=12 + .' `\ \�\. ISDNG UDLITIES\ ` LOT LINE \� 0 7• 1 7.6 / \ \ Hp ��' r-'. \ \ TECT IN PACE' \ �� TOP &TOE OF SLOPE PALD273.5 // \ \\ \ \\ — ` \ \\ —R———R— RIDGE LINE _ I 2 \ G CUT AND FILL LINE .312729 PAJ \ \ F —1250— PROPOSED CONTOUR \ P�1272.4 _ \ -- 125D--- EXISTING CONTOUR •�' 12 \ 'ago /.' \ \ � \ , /�� \ \ --:�r-- EXISTING POWER POLE i 7 \\\ \\ - P�5271.9 �'' A i �� .`�, \ � � PAD=XXXX PAD ELEVATION SJ LOT NUMBER �j ,tdj DAYLIGHT UNE 9 1271.3 / R ��' ROPOSED 0M DRAIN `� \ \ \ \\ \ 2X \ \ \ \ SHEET FLOW RATE 1 6 �� UNE-"8"PER SEPARATE PLAN \ \ \\ m \\ \ - GRADED SWALE \ �,\•�\ \\ \\\ STREET CENTERLINE SWALE HIGH POINT \ \ \ ------ FLOWLINE \ \ .WM 18 CONSTRUCTION NOTE \ \ EXIST.T DIA \ \\ \ MONITORING WELL MIN ABANDON IN PLACE(TYP.) :FUTURE STORM DRAIN \v\\\ PROPOSED PER STREET IMPROVEMENT PLANS WM - TC TOP OF CURB - FL FLOWUNE ELEV. TG TOP OF GRATE GB GRADE BREAK �� .....•" �� \ , ��\ \\\ 1 ,\tG\ \\\ \®f „„, FG FINISH GRADE LOW �,,'_..• I ( \� 11 \\ �"\" LP LOW POINT HP HIGH PO INT IN INV. INVERT OFF PIPE WM (/ `\ \\ EXISTING UTILITIES WI \ PROTECT/N PLACE Lu wm W co i i�� vv \ v vv vv wM GRAPHIC SCALE IN FEET) /�� \ \\ " \\\\ 04 1 act = ao 1L 0 EXFH \ \ \ Q / �Cli �i \ v A\v v v ` sO \\ \\ 65 ol KEY MAP SEE SHEET No. 10 a RECORD DRAWING REVISIONS: PREPARED UNDER SUPERVISION OF: SCALE: WILSON M I KA M 1 ENGINEEF9NG GEOLOGST- SOIL ENGINEER OWNER CITY OF LAKE ELSINORE 10/8/s9 eaOFEssIcyN 1•=40' NEBLETi k ASSOC., INC. NEBLETT k ASSOC, INC. LAING-CP, LAKE ELSINORE LLC ��r►r� - 7 CORPORATION a 31900 MISSION TRAIL y o o SCOTT M.WILSON DATE DATE. SHEET 9 4911 WARNER AVENUE, SUITE 218 4911 WARNER AVENUE, SUITE 218 RCE NO.49884 EXP. 9-30-06 3 PETERS CANYON T. 949-679-0090 ROUGH GRADING s SUITE 225 2 RECORD DRAK1AG r . 05101107 SUITE 110 F: 949-679-0091 OF 28 a HUNTINGTON BEACH, CA 92649 HUN7INGTON BEACH, CA 92649 Na 49884 12 04 i 1 PARKWAY GRADING,BACKBONE STREET GRADES 12112105 # THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE WITH THE r/ IRVINE,CA 92606 cu (714) 840-8286 (714) 840-8286 LAKE ELSINORE, 92530Exp..A�A� 'f APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND BENCHMARK. M. _ SOUTHERLY STAGE - - -+ (949) 567-1900 MARK DESCRIPRON BY APPR. DATE Jl"ol! nva \P THE S TE LAWS, D PERMIT CAN BE ISSUED. I��LCH2M�c�.OM � a`T9a829. � DISC IN CONCRETE POST 72'NORTH OF'Y INTERSECTION OF CORYDON STREET AND CN\( TENTATIVE TRACT MAP NO. 31920 $ DATE DESIGNED BY: M.WEBER DRAWN BY: R.PENA c BASIS a eEATaxc: CDTTFRUNE OF CEREAL STREET,BEING N52'S2'/8'W,BETWEEN NONUND115 3 AND 4,BANG THE CQTIDtUNE INTERSECTIONS OF CEREPL SITQET PIBI ' CHECKED BY: S.WILSON PROJECT MANAGER:S.WILSON K SEUMA]0 RICE 56915 EXP.9-30-OS CITY ENGINEER DATE $TONEMAN SPREE!PAID CINEAL STREET AND COEODON STREET. f%i _ SEE SHEET No. 6 _ E SH ET No. 7 / PAD=12b �H � ��\x� ,h o \� I B �,2,� / PADW71.8 CONSTRUCTION NOTES : STORM DRN PAD=T7 266.9 \ \ r. PER SEPARATE P _ 68.2 PROmi RM DRAIN ° fi r - �� a PAD 1 LINE A' SEPARATE PLAN �� ` � (/ / � �, 64 _ a—CONSTRUCT STREET UNDERCUT PER STREET SECTION ON SHEET N0.2 1266.0 Tc \` PAD=1769.7 i PAID 6.5 PAD-`� 8 68. q q7.. >sew o > ge° � PAA�725 / ! )Z-I �\%� `\ PAD=1268.4 • ° h� ? i 1 PROPOSED STORM D /' - /' 1 L✓ G'PER SEPARAAN TE P 11268.3 I PA* 5 h , PAD=16g.7 r 66h \\ E •4 TRACT BOUNDARY RIGHT OF WAY ` LOT LINE 0 . P�1�8.8 `� Zp� y� � < :Y—Y--Y_\(- TOP&TOE OF SLOPE 0 I 1 r —R— —R— RIDGE LINE PA5�68,4 i �h6gb k %r / -F--- CUT AND FILL LINE —1250— PROPOSED CONTOUR —1250---- EXISTING CONTOUR \ \ qGJ 0/ - - _ _ -c- EXISTING POWER POLE PAD=XXXX PAD ELEVATION ^h�k 55 LOT NUMBER 14 — ii— DAYLIGHT LINE 2X SHEET FLOW RATE GRADED SWALE . - STREET CENTERLINE - - SWALE HIGH POINT —.- FLOWLINE 18 CONSTRUCTION NOTE EXIST.7 DIA. MONITORING WELL MW ABANDON IN PLACE(TYP.) - FUTURE STORM DRAIN \ - PROPOSED STORM DRAIN PER STREET IMPROVEMENT PLANS / r TC TOP OF CURB / I FL FLOTOP OF EL TG TOP OF GRATE GB GRADE BREAK FG FINISH GRADE LP LOW POINT C HP HIGH POINT O' INV. INVERT OF PIPE it 1 WLu W �� If E I� GRAPHIC SCALE / -A 0 p b M DJ I I 1 \ FEET E inch= 40 an 1t it 3 I: - 9 . 12 OIL cu KEY MAP RECORD DRAWING ENGINEERING GEOLOGIST SOIL ENGINEER OWNER REVISIONS: PREPARED UNDER SUPERVISION OF: SCALE W 1 L S D N M I KA M 1 CITY OF LAKE ELSINORE to/BrLB Qp,OfESSI 1'=40' 10 NE8LEIT k ASSOC, INC. LAING-CP, TAKE ELSINORE LLC 7L rr ma' s C D R PD RATI D N SHEET NEHLEEf h ASSOC., INC. e� /.r SCOTT M.WILSON DATE DATE 3 PETERS CANYON T: 949-679-0090 ROUGH GRADING 28 o_ 31900 MISSION TRAIL �; RCE NO.49884 EXP. 9-30-06 F: 949-679-0097 OF 4911 WARNER AVENUE, SUITE 218 4911 WARNER AVENUE, SUITE 218 W SUITE 110 W HUNHNGTON BEACH, CA 92649 SUITE 225 °` N.49884 A THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE WITH THE 12/7/04 IRVINE,CA 92606 SOUTHERLY STAGE — a HUNTINGTON BEACH, CA 92649 _ ELEV. _ (714) 840-8286 LAKE ELSINORE, 92530 2 REQ7RD DRAWNG S 1 7 onoroe * APPROPRIATE CONDIT ONS OF DEVELOPMENT AND/OR qTY AND CERSIDEARK NO. _ (714) 840-8286 (949) 567-1900 MARK DESCWTION BY APPR. DATE lglE cTVT ` THE STATE LAWS,AND PERMIT CAN BE ISSUED. MI55RIVERSIDE ION TRAILLCP7'EASTT OF THE�CEN ERUNE OFTMISSSION iRNL ��IN CONCRETE POST72'NORM OF T IN FRSEC ON OF CORYDON STREET AND w cave BASIS OF BEARING TENTATIVE TRACT MAP NO. 31920 c DESIGNED BY: M.WEBER DRAWN BY: R.PENA Q / c/� CENTERLINE OF CEREAL STREET,OEM N52'S2'48'W,BETWEEN MONUMENTS 3 AND 4,BEING THE CENfERUNE INTERSECTIONS OF CEREAL STREET AND DATE CHECKED BY: S.WiLSON PROJECT MANAGER:S WLSON KEN SEUMALO RCE 56915 EXP.9-30-05 CITY ENGINEER DATE STONEMAN STREET AND CEREAL STREET AND CORMON STREET. N SEE SHEET No. 6 SEE SHEET o.. 7 y ti ;� s {� 1 -� PAD=127 \ PA 19 66.7 CONSTRUCTION NOTES A� PAD=1273'4 L,� ` r t{ , PAD'' Oi --CONSTRUCT STREET UNDERCUT PER STREET SECTION ON SHEET N0.2 $� I rC�' PAD=t272.8 66.E �, ? 1 4 7; A07 v19Jp biz. PAD=12 ,rye• � � '7 2 5 ^ PAD=1269.9 PAD=i271.9 n FAD 3 1.3 2 PAD=1267.5 6 L PAD=1270. PROPOSED S70RM DRAIN r i PAD,'266.8 LINE'E'PER SE-- ` LEGEND PAD��1.0 i 1ry TRACT BOUNDARY PAD.-1268,3 RIGHT OF WAY AD=1267. P 3 PAD-1. LOT LINE \. PAD 2 3Al72.0 , —L / TOP&TOE OF SLOPE _ 9F —R———R— RIDGE LINE PAD=1268.9 / �- C CUT AND FILL LINE / ,� \` ♦ i / , V PAD_1268.0 —1250— PROPOSED CONTOUR _ —1250---- EXISTING CONTOUR EXISTING POWER POLE n PAD=XXXX PAD ELEVATION PAD=1269.8 1 r PA 71270.0 2 -6 55 LOT NUMBER _ 2 , — // DAYLIGHT LINE 56 2$ SHEET FLOW RATE PAD=1272.7 GRADED SWALE PAD=' I 6 STREET CENTERLINE \ � 2 72' SWALE HIGH POINT F PAD=1269.5 a0,j AD�= j2.0 — FLOWUNE P 78 CONSTRUCTION NOTE EXIST.RI DIA MW ABANDON INPALACE(M.) 1I _ _ \ a \�� i♦ �-- - 12 P FUTURE STORM DRAIN P 2 �=1270. - j \� OSED STORM DRAIN � ��T \ 7•D \ / - PERPSTREET NPROVEMENT PLANS ` \ 11 TC TOP OF CURB FL FLOWUNE ELEV. PAo.1270.9 } 1 �� TG TOP OF GRATE I � n GB GRADE BREAK FG FINISH GRADE 1 9 PAD=t272'6 (v LP LOW POINT PAD-1 7 '� HP HIGH POINT % wINV. INVERT OF PIPE � I � If 0 w �� PAD=1271.4 v, ) \ sr),LL 49 N - GRAPHIC SCALE IN E inch FEao I c1 ------ -14i I ' N4�a i IXve � ,r i AAAII PROPOSED STORM DRAIA� I I LINE'B"PER'SERARATE li i j I jI j II � x � \ 12 a a jJ I y I F. I III A l � Ill �I N J \ GIJRIRE STORM DRAIN N (� EXTENSON KEY MAP .n �I RECORD DRAWING rn s a REVISIONS: PREPARED UNDER SUPERVISION OF: SCALE: WILSON MIKAM► CITY OF LAKE ELSINORE ENGINEERING GEOLOGIST- SOIL ENGINEER: OWNER ,D��B D Q&OFESSI 1"=40 VV CORPORATION R PO RAT I O N NEBLEIT k ASSOC., INC. NEBLETT do ASSOC, INC. WNG-CP, LAKE ELSINORE LLC `�r►�� SHEEP n a 31900 MISSION TRAIL y o SCOTT M.WLSON DATE DATE: _ 3 PETERS CANYON T: 949-679-0090 ROUGH GRADING 4911 WARNER AVENUE, SUITE 218 4911 WARNER AVENUE, SUITE 218 - RCE NO.49884 EXP. 9-30-06 28 rn 2 RECORD DRAWING 05/01/07 a SUITE 110 F:-949-679-0091 OF HUNTINGTON BEACH, CA 92649 SUITE 225 No.♦8884 12/7/04 IRNNE,CA s2sos SOUTHERLY STAGE - I a HUNTINGTON BEACH, CA 92649 THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE CITY THE 714 840-8286 LAKE ELSINORE 92530 1 BACKBONE STREET GRADES KAf 2 12 05 E„p BA]OPo6 * APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND BENa MANN (714) 840-8286 ( ) MARK DESCRIPTION BY APPR. DATE T nva \` THE STATE LAWS,A PERMIT CAN BE ISSUED. RNERSIDE BENCHMARKNO.DN E-3-70.E1EV.1279.8SIO BRASS DISC IN CONCRETE POST 72'NORR OF T IxfERSECTpn OF COMM STREET AND TENTATIVE TRACT MAP NO. .3I920 FILE N0. (949) 567-19DD '✓7F %, MISSION TRAIL 27'EAST OF THE CENIEPoINE OF MISSION TRAIL DESIGNED BY: M.WEBER DRAWN BY: R.PENA DT CPl Q EA OASIS Di BEARING, DATE CENIERUNE OF CEREAL STREET.BEING N5T52'48'W,BETWEEN MONUMENTS 3 AND 4,BEING THE CEN@NNE INTERSECTIONS OF CEREA.STREET AND CHECKED BY: S.WILSON PROJECT MANAGER:S.W ILSON KEN MAL0 RCE 56915 EXP.9-30-05 CITY ENGINEER DATE STONEMAN STREET AND CEREAL STREET AND CORNON STREET. 0 SEE SHEET No. 8 SEE SHEET No. 9 PAD ;, , RQ � CONSTRUCTION NOT _, PAD 12 g•6 / \� / / / i�CONSTRUCT STREET UNDERCUT PER STREET SECTION ON SHEET NO.2 ' PAD j267.5 f (�. i t 4 I-REMOVE AND DISPOSE OF EXISTING POWER POLE r� a-ABANDON EXISTING 2'MONITORING WELL \ 4 `\• / * PAD 1267.E t f o-ABANDON EXISTING IRRIGATION WELL AND/OR STANDPIPE PER COUNTY 26.7 HEALTH DEPARTMENT REGULATIONS PAD=12b t I ` \ PAD=9268.3 A. PAD�266.2 f PAD 1 69.1 42A1 .7 , ' 3 � , T F3 r1 r PAD= 5 21267.0 0 PAD, , / �i �e LEGENDPAD=1269.2 f3 ,� TRACT BOUNDARY 4 X\ 6 / / FUTURE STORM DRAIN / / / ^. !//' \ ------- RIGHT OF WAY f \� PER SEPARATE PLANS • /� f`` �� f PAD=126g•9 nn i // LOT LINE f �1 ` s F A Q PAD..12266.5 / / \ �� TOP&TOE OF SLOPE 268.0 z` f D'1268.E C CUT AND FILL LINE PAD' \ PAD- �- _-- / f / �( —1250— PROPOSED CONTOUR 5266.5 >, 1�i 1 / PAD= ^/1 -1250---- EXISTING CONTOUR PAC 12 6.5 / / POSED STORM DRAIN - —0- EXISTING POWER POLE 1 NE'B'PER SEPARATE PLAN PAD=XXXX PAD ELEVATION p� o� 55 LOT NUMBER SPA 1269.E / 2D=11266.9 DAYIJGHT LINE 16 /. PA /, / ® 2x - - SHEET FLOW RATE GRADED SWALE 5 n / STREET CENTERLINE 15 r 1 77 ' _ % �/- �� —.. — -/- 1 , / pAD=267.7 SWPLE HIGH POINTPAD=1272,1 FLOWUNE CONSTRUCTION NOTE 1� ONITORINGIA.WELL 4 �' / NW ABANDON IN PLACE(TYP.) / 5 PAD-1 Z66 FUTURE STORM DRAIN 12 '/ G pAD=1269.4 - ,�o OSED STORM DRAIN 1 91 /��-� V 6,-..,vll_""'a 1 , :\\ - ry' PER PROPSTREET IMPROVEMENT PLANS 7o.2 tea` .Y. ycP �e 5 PAD=i2 / ' TIC TOP OF CURB 1 4 PAD=1271.1 l�j� \� F \\�\ / FL FLOWLJNE ELEV. / GB GRADEFBREAKE " \\\ 1 3 PAD=1271.9 �'" • � ' �i � 1 / � v / // // � FG FINISH GRADE NT PAD=1272.6 - _ / �\ / / -.•f r 1 _�`..-1-�,.,. / , / / / IN HILP NGE POINT M a // � / INV. INVERT OF PIPE rr PROPOSED ETORM,DATE \1 / LINE�.'B'A..RER'SEFARATE PLAN k tom...., � , g I i ui I r GRAPHIC SCALE w a � w IN FEET..j t min= ao tc I I 1' ;1 1 �,_1� , t V .7 / i/ i2 N � / KEY MAP RECORD DRAWING N ENGINEERING GEOLOGIST 301E ENGINEER OWNER; REVISIONS: PREPARED UNDER SUPERVISION OF: SCALE: WI L S O N M 1 KA M 1 CITY OF LAKE ELSINORE ,� t0/B/99 QQ_OFESSI 1"=40' 3- 7 CORPORATION tEBLETT& ASSOC., INC. NEBLETT&ASSOC, INC. LAING-CP, LAKE ELSINORE LLC 3�011��/�s� scoTT M,vALsoN DATE DATE: SHEET 12 a 31900 MISSION TRAIL a o 3 PETERS CANYON T: 949-679-0090 ROUGH GRADING 4911 WARNER AVENUE, SUITE 218 4911 WARNER AVENUE, SUITE 218 RCE No.as6ea EXP. 9-30-06 28 rn 2 RECORD DRAWING 05/01/07 A SUITE 110 F: 949-679-0091 OF HUNTINGTON BEACH, CA 92649 SUITE 225 No.49884 12/7/04 SOUTHERLY STAGE — HUNTINGTON BEACH, CA 92649 THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE VATH THE IRVINE,CA 92606 i LAKE ELSINORE, 92530 1 BACKBONE STREET GRADES 12 05 * E,w,9/30105 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND BENCHMARK (714) 840-8286 (714) 840-8286 MARK DESCRIPTION BY -PR. DALE ! �« ` THE STATE LAWS AND PERMIT CAN BE ISSUED. RIVERSIDE BENCHMARK NO.BM E-3-70.ETEV.1279829. BRASS DISC IN CONCRE E POST 72'NORTH OF Y BNER�cnoN OF aR1ooN STREET AND TENTATIVE TRACT MAP NO. 31920 Fl�(949) 567-1900 9lF p MISSION TRAIL 27'EAST OF THE CENIERUNE OF MISSION TRAIL DESIGNED BY: M.WEBER DRAWN BY: R.PENA OF CAU1 �• �, �f fo BASIS OF DEARING. DATE CENTERLNE OF CDtEAL STREET,BEING N52.52'48'W,BETWEEN MONUMENTS 3 AND 4,BEING THE CENIERIM MIERSmim OF CEREAL STREET AND - CHECKED BY: S.WILSON PROJECT MANAGER:S.WILSON KEN SEUMALO RCE 56915 EXP.9-30-05 CITY ENG NEER DATE STONENAN STREET AND CEREY STREET AND CORTDON STREET. ti i - - ----- -- -------- --- —_�\ CONSTRUCT RIP RAP SLOPE PROTECTION PER DETAIL 0 .2g N SHEET N0 28 MULTIPURPOSE TRAIL 1125 — 245 I I I •I I I I I I I � \ - I (` I \ 1 (U!C) ' U-) � � � � \ L TRACT BOUNDARY s J TOP&TOE OF SLOPE 92 i / -a--�---- CUT AND FILL LINE I I I I I TRAIL• EIE'T� \ • / , —1250— PROPOSED CONTOUR 40 / /'_ —125C------ EXISTING CONTOUR EXISTING POWER POLE DAYLIGHT LINE 12g5 - 2X SHEET FLOW RATE (/(�\\ GRADED SWALE : ! O O —J c� • O - \J - - SWALE HIGH POINT I I o O SANDtRAP \. / ----,�'---'�, ..._...— FLOWUNE - O CONSTRUCTION NOTE EXIST.2' DIA MONITORIWELL ABANDON B MW ABANDONNDON IN PLACE(TYP.) dam- \0\ /'1 �- v v \y � -----y� � - - i \ 1 � �.\ � \\ ,12,55 �� a! �Ay: i y � \ \ i Lu � � I I I II �•)'II II�I! II V i �'t.,.r� '1 �C( � \`�� I�u/cl � �! SNu�R)P /nv`�2�!U �1l A \ \ \ i %\�_�_A v, rl 1 •i �\\�' I jQ. I I I % Ji `� 1111' /J 1 / J C/ �J I I \. 23 � / ' GRAPHIC SCALE Ci \�J' \ \ ) ��.� 1 � ' i mil /.-.,��•� \� I!i I '//(-� \ I J/� : l _ b �, :: ! I(I t -� I 1 i \I .�� \\\\ r `._// //�J % �� 1 h •I \ ( I i i� ; \ l \/ !/ ,_� I inch IN FF.40) I I �� - !i� 23, �_A \ I Ire; I /"�'�S�,l \ \ � �-v /J ,235. i i 1 �I. ii � !�O� �� I \ ' 18 / \ \ --��k- " � �k� c \� _\ I \�� \� KEY MAP RECORD DRAWING N REVISIONS: PREPARED UNDER SUPERVISION OF: SCALE: WILSON MIKAMI CITY OF LAKE ELSINORE a ENGINEERING GEOLOUST. SOIL ENGINEER- OWNER ,D��y pQOFE55/ 3 1"=a°' W CORPORATION SHEET t3 = NEBLETT k ASSOC, INC. LAING-CP, LAKE ELSINORE LLC �� 1 Ae NEBLETT k ASSOC., INC. e r c SC TT M.WILSON DATE pgTE: 3 PETERS CANYON T: 949-679-0090 ROUGH GRADING 2B 31900 MISSION TRAIL �, RCE N0.49884 EXP. 9-30-06 OF 4911 WARNER AVENUE, SUITE 218 4911 WARNER AVENUE, SUITE 218 W» SUITE 110 F: 949-679-0091 i HUNTINGTON BEACH, CA 92649 SUITE 225 N.49884 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE 12/7/04 IRJIT CA 92606 SOUTHERLY STAGE — o HUNTINGTON BEACH, CA 92649 RECORD DRAKMIG 05101107 * ANIN a (714) 840-8286 LAKE ELSINORE, 92530 1 7 Ego•° APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND BENGHM (714) 840-8286 (949) 567-1900 MART( DESCPoP7ION BY APPR. DATE f/� a�pp1\` �� THE$ATE LAW$ D PERMIT CAN BE ISSUED. MISSION BENCHMARK E NO.BM E-CENT.JJNE r MISSION BRASS D SC IN CONCRETE POSE 72'NORTH OF Y INTERSECTION OF fARYDON STREET AND TENTATIVE TRACT MAP NO. 31920 FlLE ND. A M6510N TRAIL 2T FAST OF THE CENTERLINE OF NISSION TRAIL .- DESIGNED BY: M.WEBER DRAWN BY: R.PENA //�� BASIS CENT RIWE�OF CEREAL STREET.BENG N5752'48W,BETWEEN MONUMENTS 3 AND 4,BEING THE CENTERLINE INTERSECTIONS OF CEREAL STREET AND DATE CHECKED BY: S.YALSON PR MANAGER:S.MALSON KEN SEUMALO RCE 56915 EXP.9-30-05 CITY ENGINEER DATE STONEMAN STREET AND CFREPL SHEET AND CORIOON STREET. zs zs CONSTRUCT RIP RAP SLOPE PR07EC71ON PER DETAIL ON SHEET N0.28 --------- -�1a --`_- ------------ `--------- - -_ --- - _�_�--- ------ -- -------- - - - - -_ -- — 1250-- - -k ---- 250 _---_--_�.�� Tzso— — . —12a5 -- —1245— -_ cr \SEE 2-- - -=SfC7tON TRACT BOUNDARY LOT LINE � \\�\\\-'/� O t \ �/ \\ \\\i � •.PIPS \ :y—_y-_-y_y_- TOP&TOE OF SLOPE w \ �J \\✓ ` ) \ 235 J C - -R---R- RIDGE LINE 35 72 \ --iz3s } r^ O ,..-i--- \ -- E --- CUT AND FILL LINE 7235 A \ \ O —1250— PROPOSED CONTOUR t�\ -.--__ EXISTING CONTOUR W ti \ C- \ - EXISTING POWER POLE DAYUGHT LINE 2$ SHEET FLOW RAPE \ \ 6 0 GRADED SWALE pftAIN G \ STREET CENTEELATE RLINE 235 \ a O SWALE HIGH POINT iZ3S `1 O �\ - FLOWUNE -._-18 CONSTRUCTION NOTE WELL MONITORINGO� - IN PLACE NW ABANDON 1N PLACE(TYP.) 7235 235._//� Fc 7235 0.�, I.II \ \ I I �� -�- 1 Lu L�Mrr-'�, J ! GRADING ( Lu Lu \._ N7 \ — / u \\\i A\ �I _ \\ GRAPHIC SCALE , ' � `� \ I 40 o Ao w eo %< < 1-�' I ,/ l ( / � �✓'"',--'�r..�,-� \ \ � i mph= ao }c Jr� V //// 1 (mil I I S`)✓ i ��-'�' � AAA ,yi \A r --"' 'r- \� „VJ 91- \ ^✓7 ;�--�f � - / I \\;f \ _ / � i � I , /11' � ---�.fit_ �\ ^.—.i� \b^\ \`\ � � �� \ \ � �i � J I �`\,��-�.�� / / -41 18I KEY MAP I� y1 � , of r�\ , � �-�-��„_ ,� SEE SHEET No. 16 RECORD DRAWING REVISIONS: PREPARED UNDER SUPERVISION OF: SCALE: WI LSON MI KAM/ CITY OF LAKE ELSINORE ENGINEEPoNG GEOLOGIST SOIL ENGINEER OWNER ,D/B/99 �o`,ors l", f 3—ZA,I)s 1°=40 �tl CORPORATION SHEET 14 NEBLEIT do ASSOC., INC. NEBLETT d ASSOC, INC. LAING-CP, LAKE ELSINORE LLC e o, ;CO M.WILSON DATE DATE: ROUGH GRADING 4911 WARNER AVENUE,SUITE 215 31900 MISSION TRAIL A RCE NO.49884 EXP. 9-30-06 3 PETERS CANYON T: 949-679-0090 28 4911 WARNER AVENUE SUITE 218 suITE 225 SUITE„D F: 949-679-0091 SOUTHERLY STAGE — I of a 11 WARNERTIINGTON BEACH, CA RE 21 HUNTINGTON BEACH,CA 92649 W No.498M:m THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE 12/7/04 IRVINE,CA 92606 LAKE ELSINORE 92530 2 RECORD DRAWING 05/O7/07 # Exp eiwroe rt APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND BENCHMAPo: `� FlLE No- BEACH, 840-82BB RNBi50E BENCHMARK N0.BM E-3 7O.ELEV.1279.829. BRASS DISC IN CONCRETE POSE 72'NORTH OF 1 IN ERSECBON OF CORYDON STREET AND TENTATIYC TRACT MAP NO. 31920 (714) EACH, A (949) INORE, 92 MARK DESCPoPBON BY APPR. DATE rfq/ �P THE ST TE LAWS,AND PERMIT CAN BE ISSUED. u pN TRUE pY E/Sf OF 7NE CENTERLINE OF N590N 7RNL �0 p7 .BASIS OF BEARING. DESIGNED BY: M.WEBER DRAWN BY: R.PENA �� CENIERUNE OF CEREAL snzEEr,BEING N5752'4B'W,BETWEEN MONUMENTS 3 AND 4,BEING THE CENIERUNE INTERSECTIONS OF CEREAL STREET AND DATE CHECKED BY: S.YALSON PROJECT MANAGER:S.'MESON KEN SEUMALO RCE 56915 EXP.9-30-05 CITY ENGINEER DATE SfONEM,W STREET AND CEREAL STREET AND CORrDON SiREEf. ---- � - J- -- - -- �- —� --------'-J- 26 CONSTRUCT RIP RAP SLOPE PROTECTION PER DETAIL ON SHEET N0.18 -'-- - - _ ---- - S a - -1260- -1255 -- - --1.255 - - --- ---1255 - -- -1250 --__ -1250- - - --- '- -- ---- - -- ---- ------ ----- _ i250 125C ____ _ 1250 i945 ------------------------- -_-__-- 12dF ��,24 -X---x x x x x---x--x -X—x O SEE SHEET 2 / FOR SECTION 240-- x // // \ -� TRACT BOUNDARY x__-I i // LOT LINE x-_-_ :/-Y-Y-\(- TOP&TOE OF SLOPE -1250— PROPOSED CONTOUR —1250-- EXISTING CONTOUR �O \\ _ / ---- "` - x x x x x x --®- EXISTING POWER POLE DAYLIGHT LINE 'n-\ A \ \\ // _ f 1 I u-y SHEET FLOW RATE ------- --�'\ x I , GRADED SWALE CD \\ / // STREET CENTERUNE SWALE HIGH POINT FLOWUNE CONSTRUCTION NOTE EXIST. Y DIA. MONITORIG WELL MW ABANDON N N PLACE(TYP.) i \ \ RACK_ 1 7 / \\\ \ \ - / JJr"'i�r'1CJ J19rJ J-i L D -9 . _ -7 �\ A V I V \ V v r � 1 ROC LIJ Lu rn \ \ \ \ 111 0 C) \.� � SEE_SHEET 2 �� 1230 /'�\-�- �\ \ \\ fit;/5T \ / ��`FOR SECiION_�-.�'_---�--_� 1 �� --v._� �) ---\ \� ��\�`�� A�A �✓J J ��% /_ ��\ �.i co GRAPHIC SCALE \\ IN FM \ \ -\•\- \ , �� _r- / / 1 inch �/ PATHf \MULTIPUR_POSE.TRAIL 72. _ \ •\I // PROPOSED DOMESTIC AND RECLAIMED-)T_ - ---\ 16 i i ly ___HP 1237.50 ROCK \I PA KEY MAP SEE SHEET No. 16 RECORD DRAWING REVISIONS: PREPARED UNDER SUPERVISION OF: SCALE, W 1 LS O N M 1 KAM! CITY OF LAKE ELSINORE ENGINEERING GEOLOGIST* SOIL ENGINEER OWNER 10/B/99 eaolLssr 3-Z¢-DT W CORPORATION SHEET 15 LNNG-CP, LAKE ELSINORE LLC •�"�� DATE ROUGH GRADING NEBLEff k ASSOC., INC. NEBLER&ASSOC, INC. o ✓ SCOTT M.W1LS DATE: 3 PETERS CANYON P. 949-679-0090 OF 28 4911 WARNER AVENUE, SUITE 218 31900 MISSION TRAIL RCE N0.49864 EXP. 9-30-06 SUITE 110 F. 949-679-0091 a 4911 WARNER AVENUE SUITE 218 SUITE 225 « No.a9eea A 12/7/04 IRMNE,CA 92606 SOUTHERLY STAGE - 'rn HUNWARN R BEACH, CA ITE 21 HUNTiNGTON BEACH, CA 92649 s 05101,107 4c E. sn9ros * THESE PLANS HAVE BEEN RENEWED FOR COMPUANCE ITT THE LAKE SUITE RE, 92530 2 RECORD DRAW NG a APPROPRIATE CONDIT ONS OF DEMELOPMENT AND/OR CIN AND TOE BENCHMARK N0.BM E-3 70.ElEV.1279.829. BRASS DISC IN CONCRETE POST 72'NORTH OF Y BHERSIVION OF CORYDON STREET AND TEN1 ATIVE TRACT MAP NO. 31920 FILE N0. (714) 840-8286 DESCPoPnON BY APPR. DATE l9 \ THE STATE LAWS, D PER IT CAN BE ISSUED. MISSION TRAIL 27'EAST OF THE CENTMNE OF MISSION TRAIL (714) 840-8286 ( s nva v 949 567-1900 MARK DF cnU� .. BASIS OF BEAftlNC: DESIGNED BY: M.WEBER DRAWN BY: R.PENA CFNTOIDNE STREET CEREAL AND STREET.BONG N5752'A8'W,BMW STREET MONUMENTS 3 AND 4,BOND THE CENIERUTB:INTERSECTIONS OF CERFIL STREET AND DATE CHECKED BY: S.WLSON PROJECT MANAGER:S.WLSON KEN SEUMALO RCE 56915 EXP.9-30-05 CITY ENGINEER DALE STONEMAN SRTEET PAID CFAFN.STREET AHD CORTDON STREET. i SEE SHEET No. 14 SEE SHEET No. 15 -1} CONSTRUCTION NOTES N � / SO--REMOVE AND DISPOSE OF ABANDONED 24'WATER LINE ✓ ` ° E \.�J ( °PIPE � \\ \\\ _- \ / / ROCK \ // r \ 7230 TRACT BOUNDARY LOT LINE //��)' �\ \ \ `✓•J //�J S PROP0),Sf6'S76RM D UNf / I 'P Tf P / � :�(__y TOP&TOE OF SLOPE 1 /1 in V✓l i i , -^--F--- CUT AND FILL UNE LJ PROPOSED CONTOUR F / �`L2� / � -----1258----- EXISTING CONTOUR ' EXISTING POWER POLE (J� // n D NIP-) YU) DAYUG14T UNE 2% _ SHEET FLOW RATE —y \ / GRADED SWALE . 0210 1230 \ // \ - STREET CENTERLINE SWALE HIGH POINT FLOWUNE l/ / CONSTRUCTION NOTE EXIST.RI DIA MONITOABANDON I WELL NW ABANDON N PLACE(TYP.) C PROPOSED S7)RM DRAIN LINE I _ L'PER SEPARATE I O - J / PROPOSED STORM DRAIN 1235 �5 J� (f� /\ PER STREET IMPROVDAENT PLANS IIf p \ ._._. �\ �;/ \� / �/y PRDPDSf6 LIIYL _- •,.�, ✓ C� Mr PER sfPAwlTf Qo of �� C LIMIT OF — GRADING ;.% -y✓''` �/ \ I \\ J // / / y�j- �� S ! 7230 `\ / Z�. / !/ "�� \-_-�. GRAPHIC SCALE IN FEET LIMIT 4/�,, nN ,wy!`/�--rf��-// �._/i -,( 11// / I �' / � � II� <�' ;/- /� � � / �� ✓ y ,//, t``-� I C } �0�� ,y-'--�� I i \`� f ,/ i _ //��=/ u!c) � / �J j J/ \ O /� 23 L.� \ /" / i / / ✓ ��'/ - Ir f!r ,/�/ \i�r \ I '\ I, \I f I \ ® / xNe� ti , / ,'/ , KEY MAP ly SEE SHEET No. 17 RECORD DRAW9G G REVISIONS: PREPARED UNDER SUPERVISION OF: SCALE: WILSON MIKAMI ENGINEERING GEOLOGISTS SOIL ENGINEER OWNER ] CITY OF LAKE ELSINORE NEBLEIT do ASSOC, INC. LAING—CP, LAKE ELSINORE LLC TDB o eaot�s�lo i .3—Z,— t"=aa ] C O R PO RATI O N NEBLETT h ASSOC., INC. vv ii 16 4911 WARNE2 AVENUE, SUITE 218 4911 WARNER AVENUE, SUITE 218 31900 MISSION TRAIL y RCE NO 49884�EXP.•9-30-G6 DATE DATE: 3 PETERS CANYON T: 949-679-0090 ROUGH GRADING SHEET HUNTINGTON BEACH, CA 92649 SUITE 225 SUITE it0 HUNTINGTON BEACH, CA 92649 No.49884 A 12/7/04 R 949-679-0091 OF 28 ' (714) 840-8286 (714) 840-8286 LAKE ELSINORE, 92530 2 RECORD DRAWMC Ik* 05101107 �[ EUP(1/SO/OB 'f APPROPRIATEELNS HAVE BEEN CONDITIONS OF REVIEWED EWER FOR TOMND/ORECWTITY AND BENCHMARK: IRVINE,CA 92606 SOUTHERLY STAGE — I (949) 567-1900 MARK DESMPRON I BY APPR DALE ll cTv \0 THE$ TE LAWS, PERM CAN BE ISSUED. RIVERSIDE BENCHMARK N0.BM E-3-70.UEV.1279829. BRASS DISC IN CONCRETE POST 77 NORTH OF Y INIERSECIION OF CORTWN STREET AND FILE NO. f OF URIFFd MISSION TRAIL 27'FAST OF THE CENTERLINE OF MISSION TRAIL TENTATIVE TRACT MAP NO. 31920 .. ' DESIGNED BY: M.WEBER DRAWN BY: R.PENA /A�p BASIS of BEuaxTz < DATE CENTERUNE OF CEREAL STREET,BEING N5752'48'W,BETWEEN MONUMENTS 3 AND 4,SONG THE CENTU ME INTERSECTIONS OF CEREAL STREET AND CHECKED BY: S.WILSON PROJECT MANAGER:S.WILSON KEN SEUMALO RCE 56915 EXP.9-30-05 CITY ENGINEER DATE STONETA�W STREET AND CEREAL STREET AND CORYDON STREET. \\ \ -~ CONSTRUCTION NOTES (D.-REMOVE AND DISPOSE OF ABANDONED 24'WATER LINE �, i -/ \ \� \AREMOVE mu BANDON EXISTINGE OF EX67ING MONITORING WELL RIP RAP AND CUP PIPING o in 1230 �\\. TRACT BOUNDARY L OT LINE TOP&TOE OF SLOPE —1250— PROPOSED CONTOUR EXISTING� �, O\j EXISTING POWER U POLE �� DAYLIGHT LINE -\ 2% �\ > SHEET FLOW RATE -\--- - —� —� GRADED SCALE �(`-m� \ \J -- - -- < „✓� __. \� � ' -- !I� RQPOSEP` M �-��. _�-. �� __- - STREET CENTERLINE SWALE�� --�_ C•� �� o _f��5j HIGH POINT O - - FLOWL \12� --�! v _- ��yy-+--- \.---_- - :'_. � j --� � —._ ..— FLOWUNE CONSTRUCTION NOTE (� na -_na A\a __ r OO \O \ MONITORING I NITORING WELL MW ABANDON IN PLACE(TYP.) PROPOSED STORM DRNN v '�._.1230 R �^>/ I PER STREET IMPROVEMENT PLANS c\ 1230 \ �_-�� I 12 5-,_.--1*-'"T�r-- /��',✓�'T��'��--,----1220-�� _,__ �--r• J A!�r� _'-r)'12r210--1 J Jr'lr'1 ki J 31,92 J ''�--- '_.''"_ 6 L\\ PROPER STORM DRAIN LINE _ - - I - --- ,.�--*- P"PER SEPARATE Fray - ---"_ �.'g LOT 35 MULTI-PURPOSE TRAIL_ CART PATH � 120 uj y' _ III ` �✓' _--- _`".'�y�._ --._-�..__--`----:---�. _.---___- _-1225— 1225 " -..- ,�._/' ,--� \��,}--r y �---- Yam- y._J�x..- �/ 'I l'✓/ �__ U _--`J'��\ __--�_ ��J� -_\ O I I ' 12 22 uj _ 235 Q \ ---.��----_ \ '0„PER SEPARATE PLAN _ `' =\\\\___'\\� ' i J -- \\\- E --� ��-- \ - \ - �77�-' 51) 2 s y �.IMR OF 01 GRAPHICSCALE S CwA EY0'!Ste,z i I%I w / y, IN > ..1 inch= 40 ft co r. // �230 �C � iC I� /� �.\ _-'"� N ._ �� \ \ i , uj /1 C� r 225 V - _ r I� o =\� i 1 \ J � \\ I A \1� ��. -� \I�� '� \ \ l\�'�;� ':,\`\ I / 0\/l n L/ KEY MAP RIPCORD DRAWING REVISIONS: PREPARED UNDER SUPERVISION OF: SCALE: WILSON MIKAMI CITY OF LAKE ELSINORE FJVGINEERING GEOLOGIST SOIL ENGINEER OWNER: 10/8/9e QQOFESSIl �Z4�v Jr- 1"=4D' W CORPORATION SHEET 17 NEBLETT&ASSOC., INC. NEBLETT&ASSOC, INC. LNNG-CP, LAKE ELSINORE LLC 3°�� t DA ROUGH GRADING 31900 MISSION TRAIL y ° o SCO M.YNLSON DATE: 3 PETERS CANYON T: 949-679-0091 28 4911 WARNER AVENUE, SUITE 218 o RCE N0.49884 EXP. 9-30-06 SUITE 110 F: 949-679-0091 OF a 4911 WARNER AVENUE, SUITE 218 4911 WARNER BEACH, E, SUITE SUITE 225 Q« Na 49B.54 12/7/04 IRMNE,CA 92606 SOUTHERLY STAGE - I HUNTINGTON BEACH, CA 92649 THESE PLANS HAVE BEEN RENEWED FOR COMPUANCE WITH THE LAKE ELSINORE, 92530 2 RECORD DRAWNG F 5/O1/07 {T T•P o�Y06 * APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND BEN NARK: (714) 840-8286 DESCRIPTION BY APPR. DATE �1jgl ctvT� �P THE STATE LAWS,AND P IT CAN BE ISSUED. MtSSIO DE BENCHMARK 27'BC N0.BM E-3-70. NE F MISSION BRASS DISC IN CONCRETE POSE 72'NORTH OF Y INIERSECIION OF CgO'DON STREET AND TENTATIVE TRACT MAP NO. 31920 N (714) 840-8286 (949) 567-1900 NARK MISSKNI(RAIL 27'EAST OF THE CENIERl1NE OF MISSION TRAIL f Of CAl\\ �/Ap O BASIS OF BEARING: I DESIGNED BY: M.WEBER ORAWN BY: R.PENA CEN1OiUNE OF CEREAL STREET,BEING N5Z52'48'N.BETWEEN MONUMENTS 3 AND 4,BEING THE CENTERLINE INTERSECTIONS OF CERFOI.STREET PND DATE CHECKED BY: S.WILSON PR MANAGER:S.MLSON KEN SEUMALO RCE 56915 EXP.9-30-OS CITY EN INEER DATE STONENAN STREET AND CEREN.STREET AND CORYDON STREET. i i 1 rr�li FUNSE LL \\ \ //r - i/�--� ---' " _'� t Ul -- - -- �- � o ��TEDPLAN LINE �T zv rod AND LAIMED WATER LMES � W _ .,- -._T...---f^-r- `I�f-r_"� _.1225�1 yw ' � /! / ' I / �� -r...-�r--T� \„� �� -^� - .-''_�/-^" �..�r- _ _ `��_.r/.r-" r-_'_'�_-r � I'._^- 1✓jam-'`��1 :! � Er'mo,-.26_ CO/ / , \ � \ T`''�-_ �--i--�--,----'ter-_-*-----•----- �--r-�fi,� _---, _ =;��--r�_r--=-= � ��"_ ,�-�'' �� _. j �-,�- � \,, � , \ -y� r _ �, _ ✓ yam -\ 1225 _ / �'1 \T-._./ '�.�_ �\�✓ �� \'\ CD --EX.24"DW-- ----- --- --- --EX24"DW--- C 5 �--� PROPo�m DRAIN LINEPal- nSIC 40' J LIMIT OF GRADING y � r GRAPHIC K �t22 -J \ �/ N �i ~�� \�" i j 4- � I�y��A7- -'�-fir o so S CoAL / I // v Il c t!IS(EM It ��r\ �, % r. '/✓_ j // \ \ \.`1` ( m peer) - l ;'\ \ TRACT BOUNDARY J/" LOT LINE 1 inch 40 tc TOP&TOE OF SLOPE CUT AND FILL UNEIf y "1 , . —125500— PROPOSED CONTOUR EXISTING CONTOUR'Y -- 1 �V �', EXISTING POWER POLE �1S ;� � �� /'- / ,�� !� / r �v � '�, � — // DAYLIGHT LINE - r�L \4 1 ! / /.:/ , i ,,` /- f\ \_-,_.... 2X SHEET FLOW RATE N Yi / / N 16 .� �\ �. GRADED SCALE I /�i STREET CENTERUNE SWALE HIGH POINT -( CONSTRUCTION NOTES : REMO-AND DISPOSE OF ABANDONED 24"WATER LINE -- — FLOWLINE PROTECT EXISTING 12KV ELECTRICAL DUCT BANK IN PLACE 18 CONSTRUCTION NOTE EXIST.RI ola / / \ MONITORINGWELL MW ABANDON IN PLACE pYPJ �; 1I FFF LLL PROPOSED STORM DRAIN 1B PER STREET IMPROVEMENT PLANS KEY MAP N �\ v RECORD DRAWOMG REVISIONS: PREPARED UNDER SUPERVISION OF: SCALE: WILSON MIKAMI ENGINEERING GEOLOGIST SOIL ENGINEER OWNER: CITY OF LAKE ELSINORE m To/e/99 p0.0TESSIpyY/ i^=q0 2 NEBLETT do ASSOC., INC. NEBLETT do ASSOC, INC. LAING-CP, LAKE ELSINORE LLC r 3-�-N2S 7 CORPORATION a 4911 WARNER AVENUE SUf1E 218 4911 WARNER AVENUE, SUITE 218 31900 MISSION TRAIL h /�`� RcE NO a.Lsll X- 9-30-06 DATE DATE: 3 PETERS CANYON T: 949-679-0090 ROUGH GRADING SHEET 18 HUNTINGTON BEACH, CA 92649 HUNTINGTON BEACH, CA 92649 SURE 225 No.49554 a 12 04 SU17E 110 F: 949-679-0091 OF 28 LAKE ELSINORE, 92530 2 RECORD DRAWIND /01/07 {c E.P. ,,„o, * THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE WITH THE r/ IRNNE,CA 92606 SOUTHERLY STAGE — (714) 840-8286 (714) 840-6286APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND BENCNM (949) 567-1900 MARK DESCRIPTION BY APPR DALE ✓?,Xl ctva \P THE ST TE LAWS,AND PERMIT CAN BE ISSUED. RIVEI151DE BENCHMARK NO.BM E-3-70.EIEV.1279.829. BRASS DISC IN CONCRETE POST 72'NORM OF Y INTERSECTION OF CORYDON SHEET AND FILE NO. .. DESIGNED BY: M.WEBER DRAWN BY: R.PENA f OF CAI\\ X�ezf/�07 BAMISSIO BEARING. FAST OF 711E CENIERIANE OF MISSION TRNL TENTATIVE TRACT MAP NO. 31920 DATE CENTERLINE OF CEREAL STREET,BEING N52'52'/8^N,BETWEEN MONUMENTS 3 AND 4,BEING THE CENTERLINE INTERSECTIONS OF CEREAL STREET AND CHECKED BY: S.WILSON PROJECT MANAGER:S.WILSON KEN SEUMALO RCE 56915 Ems.9-30-OS GTY ENGINEER DATE STONEMAN STREET AND CEREA.STREET AND CORYDON STREET. r -- -- �_ ! _ --- - ----_ ----' -_-_--- -_- _ j ^_--- ---� � CONSTRUCTION NOTES 7 EROSION CONTROL I�I - -- -- -- - - - -- - -- -- - - -- _ _ -� _ ----_--. _ ,..._ � _:-_ _ - _. � _- , s 21 INSTALL SINGLE SANDBAG ROW PER DETAIL HEREON. I I l 7 -''(" ICI I � - r i- �� - I r �� rT�-�-: � I� I � o +�� --�--- 23 INSTALL SANDBAG ROW ON UNPAVED STREET PER CRY OF LAKE ELSINORE DETAIL IR I II Ii IFTiiiili-irT1� iFIi1 11 ( TlTlill; _- 1� IIi1 fllfTill TiTii s o-`-_ � r• i �-• - 24 INSTALL SANDBAG CHECK DAM PER CITY OF LAKE ELSINORE DETAIL U 977777, r � 1 I i $ 71.4 SAND CHECK DAM l ! 00�• SAND BAG ROW D I TRACT BOUNDARY !) I I 'J. I I I j I I I I I I I I ( I j f ' -•ill 'I I PAD="7t.2 'I, ------- RIGHT OF WAY I - .�_i 7- , ,( I �-- i l : l i i I I-� I j f l I ! j'I i ti} LOT LINE I -' --{-t-�. ' 11..-1--F i P1 ' I III I ��y-� TOP&TOE OF SLOPE 1 I 1 I I I _ ijl 1I ';--�-- J j I I i ! I j -i j I (I P II -1250 PROPOSED CONTOUR - , L L j I , I ' Ig !� ' I I t J 7 I --1250-------- E%ISIING CONTOUR I r � � I 1 I i I i I 1 lj 1 �' - I ir� ' !�!'�')i'rF! I ' I I I f I ! I j �+ j �_ I '2 I I �- EXISTING POWER POLE PAD= 1 I j'� PAC PAD=XXXX PAD ELEVATION I 55 LOT NUMBER I� J9269.9 // DAYUGHT LINE _-I'2 , I .ate, -7 1 �i [ - STREET CEMERUNE #M4� i � I 1 I � I j � I j j I I _�_-{� I I ! 18 CONSTRUCTION NOTE I 1 'L T f ! 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X h/!l 6 // l e .. il� PADS / ... E ET N RECORD DRAWING ENGINEERING GEOLOGIST SOIL ENGINEER OWNER REVISIONS: PREPARED UNDER SUPERVISION OF: SCALE: WI LSI7 N MI KAMI CITY OF LAKE ELSINORE [� 1D/e/a9 QROFESSlgy� 1'=80' ��7 NEBLETT k ASSOC., INC. NEBLEFf&ASSOC, INC. LAING-CP, LAKE ELSINORE LLC ��r rA/ F 3-s4-aS" 3Y� CORPORATION SHEEP 19 o s SCO M.WILSON DAIS i 4911 WARNER AVENUE, SUITE 218 31900 MISSION TRAIL =v �� RCE No.49884 EXP. 9-3D-06 DATE: 3 PETERS CANYON T: 949-679-0090 EROSION CONTROL Q 4911 WARNER AVENUE SUITE 218 HUNTINGTON BEACH, CA 92649 SUITE 225 « No.aeeea i2 0a SUITE 110 F: 949-679-0091 OF 28 a HUNTINGTON BEACH, CA 92649 THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE WITH THE /7/ IRVINE CA 9260E LAKE ELSINORE, 92530 2 RECORD DRAWING T 05/01/07 * Ey,,,,,e, SOUTHERLY STAGE - (714) 840_g2g6 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND BENCEBIARK: (714) 840-8286 949 567_19� NARK DESCRIPTION DY APT R DATE JjO aVa sP THE STATE LAWS,AND PERMIT CAN DE ISSUED. MISSION BENCHMARK 27' N0.BM E-CENT. IJIME F MIS90 GRASS DISC IN CONCRETE POST72'NORTH OF I INTERSECTION OF CORYDON SD2ELT IND "'E No' o ( ) /('a Cp1N(�c• NI55pN TRAIL 27'FAST p'THE CENIFRUNE OF MISSION iRNL TENTATIVE TRACT MAP NO. 31920 DESIGNED BY: M.WEBER DRAWSN BY: R.PENA Gl /��/jp�p7 BASIS OF BEARING: - DATE CENTERUNE OF CEREAL STREET,ZINC N5752'48•W,BETWEEN MONUMENTS 3 AND 4,BONG THE CENIMNE INTERSECTIONS OF CEREAL STREET AND i CHECKED BY: S.WILSON PROJECT MANAGER:S.WILSON KEN MALO RCE 56915 EXP.9-30-05 CITY ENGINEER DATE STONE"STREET AND CEREAL SRiE1TT AND CORtDON STREET. N --- - --- - --- - -- --- --- ---4 - -- F--- ---- - --- - - -- - -- ---- - - - -- CONSTRUCTION NOTES _ _ - - _ EROSION INSCONTROL LEE SANDBAG ROW PER DETAIL ON SHEET NO, 19 77 1 1 s \�-� \ \ \��--- � �� \ l �� I 23 INSTALL SAND84G ROW ON UNPAVED STREET PER CI1Y OF UKE fLSINORE DETAIL -\ -- - `� ----- - - -_ 2k _ - I270 � 0 ��_ , V A _ � � - �� 24 INSTALL SANDBAG CHECK DAM PER CITY OF LAKE ELSINORE DETAIL \ \ \ \ 2 \ aa n (� Q �� 273.4 1.7 '271.9 p �,{ T'1 �1 17 76272.2 II \ FA 75.6 nQQ�� 24 PPD j273.1 1 PA PAD'1 725 i PA�11n.0 P 1173.3 J� -,,5 PJ 71.B PAD 73.3 PA17= PAD= i I PAD 0275.E \ � 772,5.2 27 ; 26 2� PAD=f273.7 21 PAD 1273.E A \ \ \ PPD=1274.9 ! PAD:1 74.E PAD=,74.2 �j SAND CHECK DAM -- - -- - 11272.2 PAD= \ 6 _ 8 SAND BAG ROW PPTY'1271A J I - _ - me, I \ - �---�'__' \ � \ � / � . - 111 p 375.2 I� _ - _ \�\\ \ TRACT BOUNDARY RIGHT OF WAY � ADs 4 ll�,Ap8147+•2 i I ' -- I 1 � '{ ___ TOP&TOE OF SLOPE QQ,, -�/-�/--�� LOT LINE 4T2722 4272.8 4C� 4� Z2 (;w) 23 PA�1275.1 I PAD,`r/4.s I i,� P�j¢73.9 P��73'7 ®` \ \� 18 \\ �\ J I I PAD' PAD= PAD=+73.2 PPD= 73.5 PPD=1273.8 PAD=1 73.3 pqp=212.e 'li II 31274.4 � _ 1 � \ 4 PAD ' KEY MAP I I P ,y7,b PA0' I 6748 \ \\ \\ \ \ -1250- PROPOSED CONTOUR g _ - _ I ,I (� �T �' 1 PAD, A` \ ` 17 \\ \ \ \ --1250--- EXISTING CONTOUR P jp70.7 ,! I 5jL73.9 PAD j�73.i II 6 PAD=1275.8 \ -69- E%ISTING POWER POLE r---.-.__ '� PAD= 1+ PAD= 73.o ` \ p\ \ t I III = .j1 714 � � \ \(\\\V\\ P = X PAD ELEVATION III \ '1 I 1'i P 70 PPD= I 1I \ 21 AD XXX Q P��'p71.0 I I I \ � � 1 p 8T27D.2 Q �( i Q PAD�1`72.6 /�Q G,(Q� 1 5 (;�L dd \ PAo 6�g \\ 55 LOT NUMBER j Pppi1Z/0.2 PAD�'2" P 51271.7 PAD=27y2 ' - I -t i , PAD4'<72.9 PAD i,72.8 6�72.5 PAD' 21 \ \ \ DAYLIGHT LINE 53 I "1 L� - CENTERUNE 1272.5 (F PAD+°"70'7 PPllJ'1272.4 Ppfl=1 2 \ \ \ Q STREET 9(� PAD= i PAD=q70.8 PAD R269.9 - 1 5 CONSTRUCTION NOTE + b -- -- I (I P 4Mg PAD=+72.5 \ \ - ' 21 ` \ \ \ ® DESILTING BASING "��qq 1 ,71S �j / 'q,�W, � PA;570.3 , I III PA 1 1) PAD 127z.4 \ / 147s.a \\ \ // �. EXIST.MONITORING RI Dla P11<69.5 1 PA�j472.z 1 _ // \ PAD= MONRORING WELL I('� PAo w0.1 57272E i/ \ \\ \ NW qg ABANDON IN PLACE(TYP.) r ( I PA6�89.9 ♦ PAD= _ \ _- Q ` \ \ FUTURE STORM DRAIN 9 0 I I PA 69.8 23 PAD,7 ` \ 4 2 PAD,V2M6 PAD=1275.4 \ 5 PAD=f274.9 \ \ \ I QQ F� Q \ PROPOSED STORM DRAIN _ II PAS 7�70.2 p QQ71.1 P -- � 72.8 � 1' ) P�,'¢73.9 \ \ (a PAd='1271.9 ( P,AAD�1269.3 / 4 I P \ \ -7 4,58.9 I p�12T1.5 I PAD=469.0 J1270� Pam= 41, / / 273.1 p6 1213.4 \ 1211.0 �j ( PAD= \ \ / - $� PAD=,369• a 21 ___...__ _- 1 I 21 6 PAD j�693 2� \ �68. P� \ Q�, / 6 PM=+ 1. 63.6 F� �, j __- C� PA04, .5 l I PAD 1 72.0 / \ PAg=12738 j6 --tt O- _, 9.3 2j 67.4 \ PA � 41 / \ 21 71269.7 I Q .3 }267.1 `�Q R 2 242 PAD- .1. A1_1267.2 ppD=1266.8 ° , PAD=1271 PAD=7267.5 ;Yl 1 PW� P (� / 67.5 -1 1 1267.6 i� 1 Y173.3 69.8 I �j PPD=+ \ \ P p 1267.5 P , 7S �', PAD' 66.9 \�\\ PAS f269.2 '"� PPD--�i272E 67.E 4 \ o A 1 _ L� A P1272.2 \\ \\ \ N pgp�272.4 I �\ ' 368.5 - -l! ' t PAD 26e.6 �\ {ppp61266.5 �1269.2 '�*/ PAD 7 � PAD' �i'.� - �271b 1 8.0 "{ j I o PA0=) N Irl �� pDY2675 ,67.0 Z I '� �\ FPD-21 5 � PAg�269.3 i PAD�v2.0 \ / 9 P P \ C 4 lI \ PA� PADJi .5 -/ ;•. PAD 1271.2 P1001v+2 - \ \ � 2 � PAp�270.0 PAD=1267.2. 5270.6 =V270.6 \ P��9.1 266� 41270.4 PAD= � P _ � PAD" \ Pam= 27D., 1 \ \\\ GRAPHIC SCALE AD�1 '1 6.9 6 p T267.6 / j1�26G5 "� p2 96 1'I �ep \ -•®.�. - \ -i r � , _.._� /; Q PAD= ��*\ PADII'269.0 .J� 4 IN FEET) P =1 68.8 (�11Q. (� 47266.9 ,•'"� T272.5 `� i Q \ \8 1 inoh= 80 tl =Y768.5 8.0 "{ 246 7�' /{ C PAD={267.9 P�1-}265,5 �\ \\ ��\.. P-= 9 PA-1260 i \ P D pp�=,�6 4 � PAa 426T P PAD Y26a � � i 1 ^ 5166.9 2 = - Pam_2 - (�E� PAD PPD�67.2 \� 1 68.0 273-9 - Pw- 65 \ /�% �/ � =1268.8 PAD 112693 S \ �j 0\ - ... 24 P`J �l pPp4�273.4 7 ' v> / AO 270 _ - ---„_. 2 PAD 27 P � __� P _ 1 � P =1 66.5 6, p4 \ � �67.7 � \ _ ��68.6 ' PAD / `e 7 - P7� - _1270.8 / ° /y�/ Q __ /r ...��,�..� PAD i""� - \ / - / PA�, 0.6 l�i \ \\\-� i _ PAD�iT66.5 f ,,� \ /1 �.� ° ` / PAD=1 v1.1 4 4 \ _11 511268.0 i '`!'' PAp�i273.9 3 G - PAOv 66.5 //I � PAD= 1268.3 3 % �;. k � / Jl� if ,ll As7.1 - _PAD= - _ `9 21 P _-pA'6=`S26Z7--\ 4 / \ 22 --� :267A/ 2 PA01271.5 -% IU PAD=1¢7,.1 / PAD=1273.5 - ,� PAD 1 l -1267.1 , PAD- PAD=1266.1 _ - 4 ,J/ 3�665 P _ n. / PAD 1 � r1 6s.a 4�i -� ` a �// �\ __. , I I `; •� � ° a I -. � � II �' _FAQQ � �� -� �\ `,�\ '`+I` Yl`267 ,G PAD \ \ F� / / / 55 "{ q ��jj 5 I PA061'266.5 '1 P�T 1271.3 56 9' PAD=1A66 59 1 s q \ \ A V\ A PAD=1268.8 5/ � � / P�2y268.o 3R8 / AD=12f+6.0 58 1. 3 i7 / r ;/ ,• 11 /1 =%66.5 6 27,p7pJ P =1261.4PaDA- 39 PAD= n 6 q 4 PAD 1266.9 , 60 t/ / /i 5 PM=1'166.7 i. "�-'1 \ y PAD= �' �h PAn 190.3 Ir PAD=1270.8 °>�i-•-� � � / 6� PA I., � /� �•� 28 1 � ~ �if68.7 5¢ \ 11 I { ^ 1268.7 \\ \ PAD=+269.4 ` P� 6CT 1 \. I f % PAO iii PAO=1769. PAD=1270.3 \ / ° PAD+6 ~ - �3 I I ( 24 cu N PAD'2 9� -._j, I I 1 ° 1 A / \ / 2' ��V ! p1269.0 i \ ✓ \ \ pAD 11 \ \ \\ 6.6 q? ` \ 11 , 3 / I �� r¢ PAD=1 6 �� ~ PAD=1269.9 �.. -_ PA1'12685 /� \� � III �i 6 2 \ pAi.1269 _- //j� PPD=12614 7,2 1,i ./ 1 RECORD p�/�/NG to PAD'<69.4 PAD- 6 \i,1 / % /�j \ �� . .\� 7.7 IGJI omo r/ �ii ,� / \\) f1G\IOI�D II�I�PIVU'IDLR aR / / �% REVISIONS: PREPARED UNDER SUPERVISION OF: SCALE: WI L S O N M 1 KAM I CITY OF LAKE ELSINORE ENGINEERING GEOLOGIST: SOIL ENGINEER OWNER ,O��y Q�oTLsslo� 1'=60• C O R PO RATI O N NEBLETT k ASSOC., INC. NEBLETT k ASSOC, INC. LNNG-CP, LAKE ELSINORE LLC o��W //o� SCOTT M.WILSON • DATE DATE: 3 PETERS CANYON T. 949-679-0090 EROSION CONTROL SHEEP 20 i 4911 WARNER AVENUE, SUITE 218 31900 MISSION TRAIL :�, RCE No.49884 EXP. 9-30-06 SUITE 110 F. 949-679-0091 OF rn 4911 WARNER AVENUE, SUITE 218 SUITE 225 28 HUNTINGTON BEACH, CA 92649 HUNTINGTON BEACH, CA 92649 ti No.49884 A t2/7/D4 IRVNE CA 9260E SOUTHERLY STAGE - RECORD DRAWING 05/01/07 �c e�oAe * THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE WITH THE 714 840-8286 (714) 840-8286 LAKE ELSINORE, 92530 Z E P APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND BENCHMARK: FILE NO. cu ( ) YARK DESCRIPTION BY APPR. DALE ✓y nv+� �P THE STATE LAW$,(1ND PECAN BE ISSUED. RNERSDE OU404MARK NO.BY E-3-70.M.1279.829. BRASS DISC IN CONCRETE POST 72'NORTH OF Y INTERSECTION OF CORYDON STREET AND TENTATIVE TRACT MAP NO. 31920 8 (949) 567-1900 9lF OF Cp�W\ AQ / 7 BA4 N TAIL 27'EAST OF THE CUMUNE OF MISSION TRAIL c DESIGNED BY: M.WEBER DRAWN BY: R.PENA DALE CENIEfWNE OF CFRFl1 SIRFET,BEING N575218•W,BETWEEN MONUMENTS 7 AND 4,BUNG THE CENfERUNE INTERSECTIDNS OF CEREAL STREET AND CHECKED BY: S.WILSON PROJECT MANAGER:S.WILSON KEN SEUMALO RCE 56915 EXP.9-3D-05 CITY ENGINEER DATE STONEMAN STREET AND CEREAL STREET AND CORYDON STREET. 1 SEE SHEET No. 19 PO-7 21 !. PA,1469.4 48 ' CONSTRUCTION NOTES PA0!1289.4 l / Ppp=12 •2/ PAD499.3 EROSION CONTROL r, 45s 23 ,/ 21 INSTALL SINGLE SANDBAG ROW PER DETAIL ON SHEET NO. 19 PAD=12 9'3CONSTRUCT LMFlT CLASS RIP-RAP PAD PER DETAIL HEREON PA0,QQ 1' 4 /' P 4Y1�o / a�}4 23 INSTALL S4IJDBAG ROW ON UNPAVED STREET PER CRY OF IAICf ELSINORE DETAIL 1169.2 /' I PA�1PB8.6 1 PAD'1269.8 43 24 INSTALL SANDBAG CHECK DAM PER CITY OF LAKE ELSINORE DETAIL %0 \ P�A D=2 . AD=�1270.1 PAD2 1266J PA 9.g 14 9.8 \� PAD4t21 9 PAD=126J2 42 1 LE \\ PA0��168.2 /z / �r'�� / z �. VA._. V�� -- �. pAD�267.2 {e / l PAoal 1 `\ SAND CHECK DAM P.wQ �z \ l �I i` l �/ l PAD=1210.8tz f69.7 / , ` ; \ / B9.4 PA,,269.6 7 �_� /{// 11 g \ �� SAND BAG ROW i 1J� PAp�269. \\ �/ 31 4 /- ll \ 17 / 38 `"l PAD= ---------- TRACT BOUNDARY 7V Uv 72g7.2 'i � // 6< \ PAID""- 9 RIGHT OF WAY PAD=1 se.6 \\ ! j/i� / `' / Pq()=1 7 ( \ l =1272.0 316g \ PAD= 8 LOT LINE %r \ �� / a Pao=.\ 68'8 \ PA0409� / IAN67.7 e _Y_�'_Ly TOP&TOE OF SLOPE -1250- PROPOSED CONTOUR \ Pao=266. PAD=1272.9 ' 3 '.. ' PAD=1272'}4 -r q -'250-- COSTING CONTOUR -0- EXISTING POWER POLE pap=127 /r PAD= 3317 rr PAD=XXXX PAD ELEVATION ` \ / -�... \ J 1/ !� \ / PAD3j271.2 pzR6&7 55 LOT NUMBER '\ rt $� �\, J O \ , �` �\ \` \r� -u-u- DAYLIGHT LINE PAD512o°•g I \`�. P) PAD=1273.4 - ``\ �' 24 - STREET CENTERUNE ` CONSTRUCTION NOTE ��jjg�� PAI1�tA°°'4\ PAD=7272.8 , o PAD�Zn'S �� PA ® DESILTING BASING I pA J11269.9 MONITORING WELL PAD.9 -/ W ABANDON N PLACE(TIP.) 17 PADi.3 PA7p.2 % P,tp 7267.5 \' FUTURE STORM DRAIN b AIAt.D PROPOSED STORM DRAIN PAD=468.3. 126.8 PAD 9 = 72G5-' � PAD11269.5 PAD170.2 \ QW, /'� \ , l '� - I I A .�I� II \ \ \ - A �`AV PAD=1270.9 -� GRAPHIC SCALE \J.� m RIP RAP 2 �/. `0 PaD=1 77w� eo w eo ,m zw V DITC IN FEET f J\�" ��,`\` i I!X� u\ \ .._, - /� I it ✓ - -- - nc Ili �� \�\ 'I ,\\1 \ `10 \\ •\ 23 \\\. 24 1 ih= 60 1 It I 00uj x. U \ 00 00 O T 6 O:w 0 Lf I Fi 141I- -1 I I=I-i -1 I\ 26za PAD SECT[`(\ �1 (I; G60TEX11LE TDR'FABRIC / PAD' SECT[ )N A-AI, O.OE.M.A. srD 17 66.9 d PAD- 1 1 I i I `\ i III , i, � �\ I i � � � 'i , ',�•., I I a, 1 /` \ PAD-'L".5 21 I' `, `1 \ �II`7\ t -- _ _._•. '" ', � Ili � I ` � , • ' 27 I i 6 - o I I 01 (TIP) ! PA�1268J i , PA� 60.7 •� \ ...� i/, ....-- g ��'puT ° 1 A \ � � I '1 II -\�. _ , I ,%, KEY MAP LIGHT � \ CLASS RIP-RA PA DETAI \ N.T.S. 1 r I / RECORD DRAWING ENGINEERING GEOLOGIST- SOIL ENGINEER: OWNEREVISIONS: R: PREPARED UNDER SUPERVISION OF: SCALE: CITY OF LAKE ELSINORE CL /1 WILEDN MIKAMI CL NEBLETT do ASSOC., INC. NEBLETT k ASSOC, INC. LA1NG-CP, LAKE ELSINORE LLC 10/8/99 CgOTESS/094Y v_ 3=�� 1'=60' 4�1�►/ �+ W CORPORATION SHEt7 rn 4911 WARNER AVENUE SUITE 218 4911 WARNER AVENUE SUITE 218 31900 MISSION TRAIL 0 7✓ SCOTT M.WILSON a HUNTINGTON BEACH, CA 92649 HUNTINGTON BEACH, CA 92649 SUITE 225 m RCE NO.49884 EXP. 9-30-06 DATE DATE: 3 PETERS CANYON T. 949-679-0090 EROSION CONTROL 21 cu A(714) 840-8286 (714) 840-8286 LAKE ELSINORE, 92530 2 RECORD DRAWING I No.49884�01�07 * THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE WITH THE 12/7/04 SUITE 110 R 949-679-0091 cu E' °/�708 * APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND BENCNUARK: IRVINE,CA 92606 SOUTHERLY STAGE - I OF 28 (949) 567-1900 MIRK DESCRIPTION BY APPR. DATE ✓}9 ctva �P THE STA LAWS,AND ERMIT C BE ISSUED. NNERSIDE BENCHIAARK N0.BN E-Y70.ELEV.1279.829. BRASS DISC IN CONCRETE POSE 72'NORM OF Y INTERSECTION OF CORYDON SIRIET AND DESIGNED BY: M.WEBER DRAWN BY: R.PENA OF CAIEE // o/ MSSWN TRAIL 2Y EAST OF THE CENTERLINE OF MISSION TRAIL TENTATIVE TRACT MAP NO. 31920 FlIF N0. .. DATE BASIS OF BEARING / CHECKED BY: S.WILSON PROJECT MANAGER:S.NILSCN KEN UMALO RCE 56915 EXP.9-30-05 CITY ENGINEER DATE SrNTERUN OF AND cE 'S�rREEr Arlp5cp�RyppN 3 AND 4'BDuc THE CENTFAIINE INrER5EC770NS OF CEREAi.STREET arvp N ANE SEE SHEET No. 20 � % � \ \� CONSTRUCTION NOTES P 25.4 w� PAn 167.7 32 f� - EROSION CONTROL �I pADs126a 6 (/ p�j,B..T 63 / �_l __� '_ \� PAD 67.9 PADa1286.0 , / 12�`' U T `\ ..\\\\ 21 INSTALL SINGLE SANDBAG ROW PER DETAIL ON SHEff N0. 19 INSTALL SANDBAG ROW ON UNPAVED STREET PER CITY Or_ i�66.5 � BALL SANDBAG CH LAKE ELSINORE DECK DAM PER CITY OF LAKE ELSINORE PA W67.s PAD= 21 \� 2J 7 1 / 66 � %' ' PAD=7269. PAD�"'"'9 PAD.1266.5 �,� pD�1266.8 / PAD:1266.5 �*•. \\ �j SANDBAG CHECK DAM _ PAD1126 2 - \_ _•:,` _� \ I(/� / ' 1 Yfib'•� / � \` 4/k/ oo�o�000000 SANDBAG ROW PADa12674 � 2 PPD:7 p PMY1�7.9 13 ' / \ PAD-266.5 �' 7 �4 PA0.12671 �' / \\ a �,. ,..�r��-1 � i , //f�/ vi TRACT BOUNDARY 64 PAD-1 267.0 \ _ sv/i S U ___-__-___ RIGHT Of WAY �!!�77�� y �7 LOT LINE ,'23 TIP. 6 _- '"=/ �� PAD i'" PA6:12B6.9 I/ 1 -I_1_L 6.5 _ ! ss PAD 12675 - ,,.� / 3 / TOP O TOE OF SLOPE 24 / i/ �. .2 / -- _ - t / 1 -i250- X M � p�1266.5 4 / � / PROPOSEDCONTOUR 3 ' ; 1� �' %' lTl :o`er � \/ / EXISTING G CONTOUR / \\\ PAD=t266.6 l � � d � / Jl /%� r -.p- EXISTING POWER POLE i / f / PAl)�767.0 _- 24 PAD32 e1 \ !� / PAD=XXXX PAD ELEVATION ,AA'A'66.6 � � � \� � 55 LOT NUMBER ADS 26Z7 \\ A DAYLIGHT LINE 21 P 7 , / pA�j67.2 `,\ �� Z3 TYP. PAD=7168.< I ,�%' 1' 1 - Aso\ STREET CENTERLINE �j 67.3 / // / ` - 18 CONSTRUCTION NOTE P DESILTING BASING 1 �\ 387.7 / � PAD'72 / / � l; 3 p�t26�1 PAp,,166.9 EXIST.2'DIAL 4 - \ / ABANDON WELL MW ABANDON IN PLACE(TYP.) 2 r1 24 �� Sj2�7.5 PA04268.6 nn �\\ FUTURE STORM DRAIN PAD2268.6 P PN1�<`""J q c� 4 } Q;�A / PROPOSED STORM DRAIN PAp.t� PAD.iTbts•2 \ o // 4"+ 267.5 23 PW` - PAD PPD�?07.- J5 62 6 ,\ ' PAD',266 _ ,\ PAD:12692 24 I \ 46 PAD-126B.9 �jq1_ PAD�1267.3 2 - PAD=12568.6 PADS 21 7YP. g �J 56 55 s .1 PAD'1267. 272 GG PA0a127L7 PAD 1 (v pppa Y2.0 i'" l l PAO'12685 23 1 PADs,27,.1 i 23 4 \ 21 �;/ 1/ GRAPHIC SCALE 2b F'- 13 \ / PADs1271.9 W \i " r 1 12 PADz1272.6 '.i'/a+v /// IN FEET ` \ \ \. � £r \ / .� 1 Inch 60 ft N, PADat2714 W 2 - Lu /'/1 a i 27 21 7 � - \,o i I I � I �III 217YP. \� l/ I� v KEY MAP I r Wh . RECORD DRAWING SCALE: 1 L S O N M 1 KA M 1 CITY OF LAKE ELSINORE rn PREPARED UNDER SUPERVISION OF'- W N 22 REVISIONS: QROTEss1 i"=6D' �7 CORPORATION SHEET SOIL ENGINEER OWNER- VV EROSION CONTROL ENGINEERING GEOLOGIST to/e/os 1L 3--Z.hO NEBLETT k ASSOC, INC. LAING-CP, LAKE ELSINORE LLC o�� T�,r` SCOTT . WILSON DATE DATE: 3 PETERS CANYON T.949-679-OD91 OF Z8 a NEBLETi k ASSOC., INC. 31900 MISSION TRAIL m RCE N0.49884 EXP. 9-30-06 SUITE 110 F: 949-679-0091 4911 WARNER AVENUE,SURE 218 4911 WARNER AVENUE SURE 218 SUITE 225 No.49884 12/7/04 IRVINE CA 92606 SOUTHERLY STAGE - rn HUNTINGTON BEACH, CA 92649 /Di�T * THESE PLANS HAVE BEEN RENEWED FOR COMPIJANCE PATH THE CHMARK: FILE HUNTINGTON BEACH, CA 92649 LAKE ELSINORE, 92530 2 RECORD DRautNc P Exp.Wao/a6 * APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND RVERSI�BENCHMARK No.BM E-3-70.ELEV.1279.829. BRASS DSC IN CONCRE E POST 72 NORTH OF I INIERSECI ON OF coRrooN STREET AND TENTATIVE TRACT MAP NO.31920 (714) 840-8286 MARK BY APPR. DALE J} ccvti P 1HE STA LAWS,AND PERMIT CAN BE ISSUED. MISSION TRAIL 2Y EAST OF THE CENTERLINE OF MISSION TRAIL (714) 840-8286 (949) 567-1900 oEscwrnorR ��OT CK�\V BASS a BEAraNc DESIGNED BY: M.WEBER DRAWN BY: R.PENA t Q �> CSO F BE OF CEREAL STREET,KENO N5252.481T,BETWEEN MONUMENTS 3 AND 4•BE7NC THE CENTERDNE INTERSECTIONS OF CEREAL STREET AND DATE CHECKED Sr. S.NILBERSON PRO�CT MANAGER:S.WLSON KEN SEUMALO 55915 EXP.9-3G-05 CITY ENGINEER DATE sronEMAI+sTREEr AND cEREAL STEET AND CORYBON STREET. 7 ti � \\a �----------=-�-�'-a_�1"��---- ----=---------- ------ CONSTRUCTION NOTES -- ----------------------------------- F=-------- -----__------- - -------=-= ---------- � EROSION CONTROL- ---- --- - ------ ---- ---- ------- --- INSTALL SINGLE SANDBAG ROW PER DETAIL ON SHEET N0. 19 I - - - -_- - f' l"� 1253._-_-__.�_.-_,,,.,, �t't �. _._ ._..'_ 1r4o--- = t.'-_ -= -._-- �xa5== _ _._.--- - r - - , i o ! ;$'I�! ; i + (a� � �_r--� �--�.✓ ._----� �a ( i � '(��J�°,� ��, a� J r---1 [ �-----,� �_:�� ~\\.,�-�.. �`ll�� -a-_ ' " ��_ ��»ti ,1 j�-� as SANDBAG ROW Q TRACT BOUNDARY i�tn` 1 \\. I 1 FT ( LOT LINE �1 1 I �� ron ` as 1 y 1-Y y TOP&TOE OF SLOPE � ��`�-.z.zs.. I t 1 •PaF. ' --.._ \_/ `'--�_-r�z-a-� \ C`,,a _ ,,.I\Y P. -12.5'0"--_-__ PROPOSED CONTOUR EXISNG CONTOUR M ..y'--------- EXISTING POWER POLE 11 � a as DAYLIGHT LINE C._. �- \` - STREET CENTERLINE d 1` t�\\. _ i {'� \ ---- FLOWLINE CONSTRUCTION NOTE EXIST.Y DIAL I I I! 1 t I ( I .�-t-. :2s O f--/ r� �c-- MONITORING WELL ! .- �w _.� --•/ a �_-•.� TAW ABANDON IN PLACE(TYP.) ua ( C' I `a \ o J \Il fi%' ( 1 �t fci �. v/ 1 / 11 asr V/� a '-� ao� I a _- J� r � ,a a I \. ,.. �aa �a� o � --� 11� 1 to �a� 3 I VARIES J-` G 11 o I I TOP OF 1 1zzQ a�`V DESILTING BASIN � ;; C, ; I I VARIES SPILLWAY BASIN AREA I TOP OF VARIES SLOPE RISER NO. (AC) REWIRED INVERT TOP OF BOTTOM BOTTOM 1 I WIDTH I SEE TABLE BERM CAPACITY ELEVATION RISER EVATION DEPTH WIDTH LENGTH (1N) SIZE R/W 1 1 SEE TABLE I �`_-� b� ® 'c.tc I �-O _ - (CY) ELEVATION (FT) (FT) (FT) (FT) (IN) I i i 1 1.1 1.0% 144.0 1261.7 1267.7 1263.7 5' 25' 50, 24" Is' n 2 2.3 1.0% 310.7 1259.5 1265.5 1261.5 5' 35' 70' 24° is' 3 1.9 1.0% 248.0 1257.3 1263.3 1259.3 5' 30, 60' 1 24' 18' 4 2.4 TOX 316.0 1256.5 1262.5 1258.5 5' M. 70' 24° 18' I I SEE TABLE BOTTOM 5 3.0 1 1.0% 94.7 263.1257.2 12 1259.2 5' 40' 80 24 18' a OF BASIN ) 6 2. 1.0% . 1257.2 12632 1259.2 5' 40' 80', 24" 18' LINE SLOPES mp p 7 2.11 4 1.0% 280 280.0 1257.2 1263 35 1 1259.2 5' ' 70' 24'' 18' I AND BE I .. NPDES GEN.PERMIT 99-08 NOTES: 8 2.1 1.0% 281.3 1257.0 12630 1259.0 5' 35' 70' 24 18' WITH VIS-QUEEN {;�/ 9 30 1.0X - 3933 1257.9 12639 1259.9 5' 40° 80' 24" 18° i FOR PROTEC110N i 1. LENGTH OF BASIN MUST NOT BE LESS THAN TWICE WIDTH. r"f I •��-/ 10 1.8 1.0% 245.3 11572 1263.2 1259.2 5' 30, 60' 24" 18 _ 2.TWO FEET CAPACITY MUST BE MAINTAINED ON A YEAR �/ l ( j 1 •i� 11 1.7 1.0% 222.7 1260.2 1266.2 1262.2 5' 30' 60' 24- � 18' ROUND BASIS. f O 12 5.4 1.0% 714.7 1156.3 12623 1258.3 5' 50' 100' 30 24' z w I Y I / a `� emc �c GRAPHIC SCALE 13 3.4 1.0% 448.0 1256.5 1262.5 1256.5 5' 40, 80, 24' 18' N j Y R W SEC110N G-G ` G ' 14 2.0 1.0% 76.0 1257.3 1263.3 1258.3 5' 10' 40' 24" 18' " ' A �a J r Q W 15 1.0 1.0$ 270.7 1257.4 1263.4 1259.4 5' 55' 70' 24° 18" I i -= I / ' T' 16 6.5 LO% 860.0 1258.1 1264.1 1260.1 5' S5' 1f0' 30" 24" I Q 21 i 3' MIN. 17 2.5 1.0% 328.0 12579 12639 1259.9 5' 35' 70' 24" 18" BELOW / ( ) 18 2.3 1.0$ 310.7 1257.4 12634 1259.4 5' 35' 70' 24° 18' SPI I j --- -" CSP RISER .----�---, (\ -�.,tz � �`� t inch= Bo tt 19 3.6 1.0% 481.3 1255.9 1261.9 1257.9 5' 45' 90 24' 10 2.8 1.OX 373.3 1256.0 1262.0 1256.0 5' 40' 80' 24' 18° G Y � G �� { 21 2.1 1.0% 282.7 1262.0 1268.0 1264.0 5' 35, 70' 24' is" \�i/ I u%i. 22 1.4 1.0$ 182.7 1256.6 1262.6 1256.6 5' 25' S0' 24 18" i '\ SP I 23 8.3 1.0% 1101.3 1256.5 1263.5 1258.5 6' 55' 110, 30" 24" I 11 t I 24 23 1.0% 304.0 1256.2 1264.2 1260.2 5' 35' 70' 24' 16, 2.5'ABOVE 25 1.7 1.0$ 2J2.0 1263E 1269.8 1265.8 5' 30' 60' 24" 16" SPILLWAY 1 26 3.2 1.0% 4.12.0 1259.5 1265.5 1261.5 5' 40' 80' 24" 18" (SEE NOTE)f 11 I 2,5'ABOVE i j 27 2.7 1.0% 353.3 1259.2 1265.2 1261.2 5' 35, 70' 24' is" Ii SPILLWAY j ) �,',��`\'\\`�a(a CURBRE 1 I i (SEE NOTE) I[ I / t O i _._.� 28 3.1 1.0% 416.0 12575 12635 1259.5 5' 40' 80' 24" 18' r 29 0.9 1.0% 1173 125ZO 12630 1259.0 5' 20' 40' 24' 18" PROTECT SPILLWAY 30 2.8 1.0% 369.3 12575 12635 1259.5 5' 35' 70' 24" is' WITH VIS-QUEEN FUTURE CSP RISER �a 31 3.4 1.0% 458.7 1257.4 12634 1259.4 5' 40' 80' 24° 18 CURB 32 1.8 I= 245.3 1258.8 1264.8 1260.8 5' JO' 60' 24' 18' OUTLET 33 4.0 1.OX 5373 1256.1 1264.1 1260.1 5' 45' 90' 24' 18" 0.5' Min. 10, VARIES•• INLET l `a� �D 34 1.6 1.0X 350.7 1259.7 1265.7 1261.7 ZY 35' 70' 24" 18' SPILLWAY \ J5 1.1 1.0% 141.3 125Z I 12631 1259.1 1 5' 25' 50' 24" 18' FLOW �- 36 3.1 1.0% 412.0 1257.0 12630 1259.0 5' 40' 80' 24' 18" 1 5 �j i 1 t l a O a 37 0.8 1.0% 102.7 1256.9 1262.9 1258.9 5' 20' 40' 24" 18' TOP OF \J ) �� 38 2.5 1.0% J28.0 1259.6 1265.6 1261.6 5' 35' 7W 24' 18" STREET SURFACE II RISER 1235 30' 24' --� 1 BOTTOM ROUGH J9 0.6 1.0% 84.0 1258.0 1262.4 1260.0 5' 20' 100' GRADE SECTION j - - �� 40 0.6 1.OX 84.0 1256.4 1262.4 1258.4 5' 20' 40' 24" 18' ---rCATCH SEE TABLE - D21 1 i r 41 3.5 1.OX 466.7 125Z2 12632 1259.2 5' 40' 80' 24" 18' BASIN i __----__ -D7 _J NOTE: 42 1.6 1.OX 213.3 1257.3 1263.3 1259.3 5' 30' 60' 24° 18' - -- 1. VOLUME PER PLAN IS MEAS li �`I 5=0.005 MIN.____ (V) 43 4.2 1.0% 556.0 125Z7 1263.7 1259.7 5 45' 90, 24" is' S.D. - _--_-- - FROM BOTTOM OF BASIN TO 44 3.4 1.0% 448.0 1260.8 1266.8 1262.8 5' 40' 80, 24" 18" PIPE f- TOP OF SPILLWAY. r 45 2.2 1.0% 292.0 12632 1269.2 1265.2 5' 35' 70' 24" 18' �`-,�� 2. DI AND D2 PER DESILTING f Q nA. 46 0.8 1.0% 105.3 1256.2 1262.2 1258.2 5' 20' 40' 24" 18' SECTION H-H BASIN SIZING TABLE 47 2.4 1.0% J18.7 1257.0 1263.0 1259.0 5' M. 70' 24' 18' p a 0Qc>i �\48 9.5 1.0% 1270.7 1256.1 1262.1 1258.1 6' 60' 120' J0' 24' NOS: w 49 0.6 1.OX 73.3 1258.4 1264.4 1260.4 5' 20' 40' 24' Is' '� r y FOR PRE-STORM DRAIN CONDITION DURING THE RAINY (OCT. \ KEY MAP In50 1.9 1.0% 257J 12574 1263.4 1259.4 5' 30' 60, 24' 18' Y SA (OCT. 1 51 11.6 1.0X 1549.3 1256.0 1163.0 1258.0 T 65' 130' 30" 24' THROUGH APRIL 2) TEMPORARY DESILTING BASINS ARE REQUIRED. 52 0.8 1.0% 102.7 1261.1 126Z1 1263.1 1 5' 20' 40' 24" 1 18' 0 TEMPORARY DESILTING BASIN 53 6.8 I.OX 901.3 12577 1263.7 1259.7 1 5' 55' 110' 30' 1 24 n1 54 10.8 1.0% 1436.0 1254.7 1261.7 1256.7 7' 65' 130' Jo- 2a' DRAINAGE PIPE LAYOUT DETAIL . c\i1 55 3.9 1.0% 513.3 1257.E 1263.6 1259.6 5' 45' 90' • N 56 11.4 1.0% 1520.0 1255.9 1261.9 125B.9 T 65' 130' 30" 24' __---- ---rl.Ts. - 57 23.1 1.0% 3080.0 12930 1219.0 1226.0 5' 95' 190' 36" 24" ° i m SEE SHE T No. RECORD DRAWING cu s ENGINEERING GEOLOGIST SOIL ENGINEEFh OWNER REVISIONS: PREPARED UNDER SUPERVISION OF: SCALE: W I L S O N M I KA M 1 NEBLETT k ASSOC., INC. NEBLETT &ASSOC, INC. LAING-CP, LAKE ELSINORE LLC 10/8/99 3Z�-.oS` 1'=60 �117 CORPORATION CITY OF LAKE ELSINORE 4911 WARNER AVENUE, SUITE 218 4911 WARNER AVENUE, SUITE 218 31900 MISSION TRAIL �\ RCE NO 49 84 EXP. 9-30-06 DATE DAB' VV 3 PETERS CANYON T. 949-679-0090 EROSION CONTROL SHEET 23 z HUNTINGTON BEACH, CA 92649 HUNTINGTON BEACH, CA 92649 SUITE 225 No.49884 A 12 04 SUITE 110 F. 949-679-0091 OF 28 (714) 840-8286 (714) 840-8286 LAKE ELSINORE, 92530 2 RECORD DRAWING $}� 05101107 �c THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE WITH THE n/ IRVINE,CA 9260E SOUTHERLY STAGE -EM 9�30/0® APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND BENCHMARK: o (949) 567-1900 MARK DESCRIPTION BY APPR. DATE THE ST TE LAWS, D PERMI CAN BE I$$UED. RIVERSIDE BENCHMARK NO.BM E-3-70.ELEV.1279.829. BRASS DISC IN CONCRETE POST 72'NORTH OF T INTERSECIION OF CORYDON STREET AND i DATE DESIGNED BY: M.WEBER DRAWN BY: R.PENA CALIF ,�,,,,,,a,�� !f p c� BAMISSION TRAIL S1,01, NO: FAST OF THE CENIERl1NE OF MISSION TRAIL TENTATIVE TRACT MAP NO. 31920 FILE N0. CENTERLINE OF CEREAL STREET,BEING N5752'48'W,BETWEEN MONUMENTS 3 AND 4,BEING THE CENIERUNE INTERSECTIONS OF CEREAL STREET AND CHECKED BY: S.WILSON PROJECT MANAGER:S.WILSON KEN SEUMALO RCE 56915 EXP.9-30-Q5 Cltt ENGINEER DATE SIONENAN STREET AND CEREAL STREET AND CORYDON STREET. r- :- -1255 -`-� _.. - __=T�1� �1�.-- ./'��~~ r /l _ _ _ _ _ �• ___ _� `ro`"E �•- _�.._-12:A—..._.. __________ —_--_ ---- -- TA ------_ -- _--- _oaa------_ TA -- _-_ ... — _ — - — - I ( CONEROSIONTcoN�oTIO - - - _„ — -- zao t _� II (t 21 INSTALL SINGLE SANDBAG ROW PER DETAIL ON SHEET N0. 19 / m\ I l' �� t 23 INSTALL SANDBAG ROW ON UNPAVED STREET PER CITY OF LAKE ELSINORE -- INSTALL SANDBAG CHECK DAM PER CRY OF LAKE ELSINORE 124o It It LEGEND _____- I I �� I i� �I, I 1 I I"_ ® SANDBAG CHECK DAM V I (0 �1 I� I I'. I I T I"'- I SANDBAG ROW y * I i I �1 i �I��I� � __ r� �L �� 000000 TRACT BOUNDARY , f II I {\ �) � 1 I- t - \ �- \\ RIGHT OF WAY V' LOT LINE -~ 1 i1 tI ( i ' Y�-�J- TOP&TOE OF SLOPE 7250--- PROPOSED CONTOUR 1250--- EXISTING CONTOUR J // tie1' \\\ 1 ) `� ,' ' �I % t r I ll"' -a- EXISTING POWER POLE TYP.\ .% \ r PAD=XXXX PAD ELEVATION 55 LOT NUMBER t01 u—rr— DAYLIGHT LINE 1_r lYP 21 7 yA5 / rr �/ ! ^! STREET CENTERLINE 18 CONSTRUCTION NOTE EXIST.T DIA. ", ..__.ZZ - MONITORING WELL .- tFu`; \\ \ \ \\ it / I r r -�.arz ,",z.'..`" � - MW ABANDON IN PLACE(TYP.) V \ J 1 1245 III 1 FUTURE STORM DRAIN �..) Q PROPOSED STORM DRAIN 1 ti Y Pao_ Q PAD w 2 w TYP 21 P12T7.7 i l PAO= Fa0271.2 1=1270.6 W q�71.5 w f a % PAD I=I /_ r^ w Q �� i7 \\ ^� / PAD'671J VJ GRAPHIC SCALE 1 f`1 s� �O C� 1 I i \� ry ry P12071.4 �� `\ x eo 1m xw IN FM I inch= BO rc 0 _ �� 1 ♦ __ P5(C,AD=1Z70.5 LJ P 917.a / 051 J/ -Y \ t2 ,�� r o �, t • �\ . 5 PAD_i266s PAD=1268.2 / Z PAD-2 J 1266.5 21 I Fa - � / � t235--✓ (� ! 1. „- � � � j �266.5 � A `tom. KEY MAP k4 / 230 cu a J I �--, l 1 I In SEE SHEET No. 25 RECORD DRAWING N REVISIONS: PREPARED UNDER SUPERVISION OF: SCALE: W I L S O N M I KA M 1 CITY OF LAKE ELSINORE 3 ENGINEERING GEOLOGIST SOIL ENGINEER OWNER 10/8/99 �oTLsslgyq 3�4[,�- t'=s0' W CORPORATION NEBLEIT dE ASSOC, INC. LAING-CP, LAKE ELSINORE UCo\� �/70 SCo M.WLSON DATE DATE: 3 PETERS CANYON T: 949—s7s-0090 EROSION CONTROL sHEEr 24 a NEBLETT &ASSOC., INC. 31900 MISSION TRAIL - RCE NO.4988a EXP. 9-30-06 ' 4911 WARNER AVENUE, SUITE 218 4911 WARNER AVENUE, SUITE 218 su1TE T10 F: sas-679-oosl pF 28 HUNTINGTON BEACH, CA 92649 SUITE 225 No.a9eea 12/7/04 11 WARNER BEACH, CA 92649 05101107 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WTH THE IRVINE,CA 92606 SOUTHERLY STAGE — N (714) 840-8286 LAKE ELSINORE, 92530 2 CORD DRAWNG * c>Q,.s/ao/ae * APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND BENCHMARK 714 840-8286 MARK DESCRIPTION BY APPR. DATE Jj crva \P THE ST TE LAWS, ND PERMIT CAN BE ISSUED. RIVERSIDE BENCHMARK NO.BM E-3-70.E EV.1279b29. �t/5S DISC IN CONCRETE POST 72'NORTH OF T INTERSECTION OF CORYbON STREET AND TENTATIVE TRACT MAP NO. 31920 FlLE N0. ( ) (949) 567-1900 ? 6 9 MISSION TRAIL. 27'EAST OF THE CENIERUNE OF MISSION TRAIL OF CAL. BASIS OF ER BEARING` DESIGNED BY: EN M.WEBER DRAWN DY: R.PENA �io � CR7dNE OF CEREAL STREET.BEING N5752'48^6,BETWEEN MONUMENTS 3 AND 4,BEING THE CENTERLINE INTERSECTIONS OF CEREAL.STREET AND . DATE CHECKED BY: S.WILSON PROJECT MANAGER:S.OLSON KEN SEUMALO RCE 56915 EXP.9-30-OS CITY ENGINEER DATE STONEMW STREET AND CEREAL STREET PAID CORYDON STREET. h 1 � k� \ � �o / o CONSTRUCTION NOTES EROSION CONTROL J J INSTALL SINGLE SANDBAG ROW PER DETAIL ON SHEET N0. 19 ati, - � SAND BAG ROW '•J ` \ i O '�._._ TOP&TOE OF SLOPE —1250 PROPO SED CONTOUR _1250__..-..--- EXISTING CONTOUR --0- EXISTING POWER POLE PAD=XXXX PAD ELEVATION 55 LOT NUMBER -� DAYLIGHT LINE 18 CONSTRUCTION NOTE 23s r/9, o 0 �� a s o , - a D o o o __ ---- l o o - --- ---- --- ----- - ---- �, �� ^� O� f✓ _ no f �� - _ = —�-_�r - :_ J �o ,23�0��o� C f° ,F -- - tA 0,� _ �� , \/"`\\ `✓�� ,'t�.=1� W ; -- =-''. \' -_< i o 0 Ca G _-_-�-.• ..._,_y C � _ _ -- � { U� l_.J - JCS GRAPHIC SCALE �� _� (I ,i( .'-U o Ac w eo zo za ��..�_�_ -, O% ==,��\C d, A.A../ W - \ - \r` �'�^I � ��_ �, i�-1( 1 \. \\ .\l l �G \ \ (, `_��-J ! as' \ I 0 / o\ /' ! 11 I� ( w FEET) 0M �,_._-_-.-?'� �+ t 1 �-• `' /. �/..-��--_ 'so ;.11 , "V _ _- L i J' VJ l C�A ( 1��' /� _ 0 ', l� �� \� ��_ �c L U3 _s�\ - C� -j ��/IJ� I \,.� � I;, :.� �C�j �� ;�L 1 _ J._ - ��/ ---_ .O - -_-_ /ulo lo �w O � (��\ �\ / O;� '.�t I I ,` \\_ \`./ �,r rv- --== \�s�s.%l iz, Jli(✓i t! �."�°� 1� ,.! 1 _-� � \ I -7 �, ,,•'i II,, ))v V/'h�,/ �� r� /"_��/i r, 7. 1�l I ( V A�1 _ _ �J �. ��J /C \�I,I ,%\, /i Ii +. �V '� A _ "� �� zap L_ v`�� A �-r2r0V'\- I I/ � .�O.).;(__��-•I�Aza>.l�'(N�%i�' •�l,N�V ; :•: �,J�( � o _- I I ? r---�;,0z.v�3��jo��.-✓�0O'��-\�'�JV 0-'A��i+� '�__-__��-�� -i- � ✓J 71AIII:; J 7 3 o�� Ii10 7" (/.4 � r A-' -.—._ ,V�� " J V ,r,A.� 1�J11 - 1� ^ � ' � �� r(O`)1 (1 --� C�J oo a � KEY MAP N /� -- \ / (/\/j/-\//` %/. ./ 'S�r--` /////�'J/^J/(I �� \ �"' 1'`)�I\��I \��. //��\• \/ ,` l� I \�`\\�1\ ; - OJ� �..0�/�/ /j�/ � _� /�� O \�\ /`_ ( ��`_J \\ \.� �., /^ \I �sue-_-� � � j%:-- � � i � ��(/� �.J '� RECORD DRAWING a ENGINEERING GEOLOGIST- SOIL ENGINEER: OWNI REVISIONS: PREPARED UNDER SUPERVISION OF: SCALE: WI LSON MI KAM1 NEBLER k ASSOC., INC. NEBLEfT &ASSOC, INC. LAING-CP, LAKE ELSINORE LLC 1o/A�� C80TLSs/ t'=sD' ��7 CITY OF LAKE ELSINORE a 11L►� VV CORPORATION 0 4911 WARNER AVENUE,SUITE 218 4911 WARNER AVENUE, SUITE 218 31900 MISSION TRAIL yN` �o SCDTT M.WILSON DATE DATE: SHEET 25 • 3 m RCE N0.49884 EXP. 9-30-06 3 PETERS CANYON T: 949-679-0090 EROSION CONTROL a HUNTINGTON BEACH, CA 92649 HUNTINGTON BEACH, CA 92649 SUITE 225 SUITE 110 Cu No.49Be4 A F. 949-679-0091 SOUTHERLY STAGE - I (714)840-8286 (714) 840-8286 LAKE ELSINORE, 92530 2 RECORD DRAK'DG p5/p1/p7 * * THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE WITH THE 12/7/04 IRNNE,CA 92606 OF 28 v APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND uANN: o (949) 567-1900 uARIc DEspurTroN BT APPR. DAZE sr ccvn \P THE STATE LAWS, D PERMIT CAN BE ISSUED. RN' � �'�+E-3-zo•E�Ev i2z5'e2s• psc N EIE ppsr 7Y Homx OF 9'rn�RSEGnoN OF CORYDON STREET AND FILE N0. DESIGNED BY: M.WEBER DRAWN BY: R.PENA DF C " MISSION TRAIL 27'EAST OF THE CENIERl1NE OF NIBSION TRNL TENTATIVE TRACT MAP NO. 31920 BASIS OF BEARING: ti DATE CHECKED BY: S. WILSON PROJECT MANAGER:S.WILSON KEN SEUMALO RCE 56915 E%P.9-30-05 CITY ENGINEER DATE STONEMANESIDRF CEREAL�,,STRREEEET µD52��N MEET.MONUMENTS 3 AND 4,BEING THE CENIERLNE INIERSEC110N5 OF CEREAL SDIFET AND / WV CONSTRUCTION NOTES .EROSION CONTROL ' y INSTALL SINGLE SANDBAG ROW PER DETAIL ON SHEET.. ?"` _.--� 25 CONSTRUCT LIGHT CLASS RIP-RAP PER DETAIL HEREON Z�j__ AID. 19 l,_ j� h -- �._ '-�-�� Tom.-r-^. •!= �I It 14 SAND BAG ROW TRACT BOUNDARY -� �t'"- /`�� .. LOT LINE �' '`` �' TOP k TOE OF SLOPE /,� i r__,/ k —1250— PROPOSED CONTOUR J \'2so ` ` �O/n� // EXISTING CONTOUR \ \\ y I `✓ ) ,' uI \ / ' �j �� -�- EXISTING POWER POLE \\\� DAYLIGHT�FeS LINE O\ \ \\ O ?Jo - \ \ f�„� / /j, 1 \, '� qyY, �- ry° O \ STREET CENTERUNE x\ 4�� / f.jia O f CONSTRUCTION NOTE PROPOSED STORM DRAIN \\ \\ `ti' )\ r' OO �1zso O O '03 \ � ,04 0 >� I,ri, � \; \ �w '�` GRAPHIC \, J ,� %�\�� / APHIC SCALE -\ �t��% �� r�(u I \\� ` •. s�- \ { N J,.\� t`` t. r \ - Oil\\� (IN > 1�� inoh 80 fk J. -•�1 } / `'1 5\ '/ •�J l f I t ` / ) / � y�~{: j/ // ��(^ `/ \\1Y �\ 2 r i " . "i '�'" O ��\\", 1�{�(�'� ��✓ !�E� � A, 1sj Rm- 1 „;>s � °� ._a; '�,r� ; A, /�� _.� .,...21 ry,�,, �.�%"✓ ,-r"�\� \. '.y �,v �,.��.�„� �-,., -��,. 1 @� __._.. /j:--�..% \h_ � I it �l/r�/ �, '\5 i' �G�\V �I,y I� L p {• �, \ 'L .-�'.�. -",.� �y_y ��t ��` \ "\ 1v. A��I�..� %� ��.i '• � ) V �� Q )_A. �`+ �`\\�� V�, ��. �� ' I r :�� `, � '.yl�i' � I ' O� 1- '`` 1-�� .;i'C _�/(• � � �< i'. �/ii�i,,I� ��1 � ��._ �.,��._ - � O l� ;--.��' \ ��/� \�� Y'Y� % 1 �. � .225——y .�J._-- ✓'�- %=� 2 l L� � \ \ ` !� '� _ 1 �\,\C / � 1 �mil-._.,. ,!/� 1< 1' \� \�\ � I�{( i �.•\ .__ yy', \ .. 35'r -- --- %`- �, ``,�-, -�, V"� \� �'(l�l��1 A 1 . ��,' �(�� / ��- 'vA\ cEGTExruE Fn IC .8027HA.-SRTER - v �, LIGHT C IP RAP D 0.1 O� O csD KEY MAP cu -r , 0 �1^ \ -- �3r� :•�y,�/"-:O fl )�l- �O-frf��-�C N REVISIONS: RECORD DRAWING ENGINEERING GEOLOGIST: SOIL ENGINEER: OWNER: PREPARED UNDER SUPERVISION OF: SCALE: X A WILSON MIKAM► CITY OF LAKE ELSINORE a NEBLETT do ASSOC., INC. NEBLETT k ASSOC, INC. LAING-CP, LAKE ELSINORE LLC 1o/B/99 QROT[SS1pq� _ 1'=60' ��7 rn 4911 WARNER AVENUE, SUITE 218 4911 WARNER AVENUE, SUITE 218 31900 MISSION TRAIL 01`IL r/ls SCOTT M.'MLSON pA VV CORPORATION /)11p, 0,011 3 ti �- DATE: sHEET 26 � HUNTINGTON BEACH, CA 92649 HUNTINGTON BEACH, CA 92649 SURE 225 W � RCE N0.a966a EXP. 9-30-06 3 PETERS CANYON T. 949-679-0090 EROSION CONTROL No.49884 A 12 7 04 SUITE 110 F: 949-679-0091 (714) 840-8286 (714) 840-8286 LAKE ELSINORE, 92530 2 RECORD DRAWING n 5/Of/07 1T THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE WITH 7HE // IRVINE,CA 92606 OF 28 E-9/mos APPROPRIATE CONDITIONS OF DEVELOPMENT AND/0R GTY AND BEN MARK: SOUTHERLY STAGE - S (949) 567-1900 MARK DESCRIPTION BY APPR DATE J/,al cML �P THE STATE LA AND P MIT CAN BE ISSUED. RNERSIDE BENCHMARK NO.BM E-3-70.ELEV.1279.829. BRASS DISC IN CONCRETE POST 72'N09TH OF Y INTERSECTION OF CDR"STREET AND DESIGNED BY: M.WEBER DRAWN BY: R.PEN, 0T CAt\t ,(; `! m BA9SS OF BEARING. EAST OF THE CENTERLINE OF MISSION TRAIL TENTATIVE TRACT MAP NO. 31920 "L E NO. / KEN SEUMALO RCE 56915 EXP.9-30-05 CITY ENGINEER DATE Dy�a NE o EREu 5�kT,BS�� TAMID C24 TTWEEN tgNUMENIS 3 AN 4,BEING THE CENTERUNE INIFRSECTIONS OF CEREAL SWEET AND w DATE CHECKED BY: S.WILSON PROJECT MANAGER:S. WILSON EQI TANGB1ITTAB"E CWVE TABLE N53ARINGE LENGTH BEARING N0. RADIUS LENGTH DELTA TANGENT J) 1 __-__ i - " 1• L1 3Z11' Ci 700.00' 526.72' 43'06.45" 276.53' - ------„ � (1� •. A_,h .=.: -.�. � ^'';,�4...-_� _ia - - _ -�'�:`.' z.S� _ - - -_-'6P \ L2 124.00' 1.14' 11*30'00" 161.11' = 1 N4730'00"E L3 359.04• N71'06'45"E C3 31 00• 46243' 8'T7.25" 231s2' ------------------- _ n,. `� 1;F�.=.. =J { �_�f +' --»_;' ,wt m tt'`�,��,,r � i x • 1 � 7 2142.2',,�.--'�.._. .;� ��' a - � _✓�-: \1 C5 300.�' 769.77' 3T2518" 87.23' _. � _ �t .-u �„ 1 1 L5 430.89' N C6 150.00' 49.16' 18'4643' 24.80' _ Try:., -.-.-, ....... _L-.. __D " .__ � - ` 1 __ =- - _ - \ 11 1 L6 422.78' N6230'00"W C7 100.00' f00.52' ST3529' S4.9T L:n{ _ {113 77 1TI{i I, II .I --- -- = -- _ � ��^ � � --��- ~' 1 '"` C8 100.00' 108.83' 6721'18' 60.5P L7 243.91' N51'00'00"W tl C9 106.00' 138.17' iS24'48" 80.87' 84 77 76 --2s q4 23 2t 1 1`s L8 375.41' N33'S9'01 E C70 106.00' 138.1T 74'40'57" 80.8T 1 , I 83 a2 at gO 79 78 3O } �2g 27 26 25 1 , �{�-f-} 'f l A �7 ■ M 2350 N46'2724"W C11 100.00, 100.03' 5718'44" 54.5' r , _ _ t .81 i � 1 . f 128.93' N9'432"E C2 43.0' 46.80' 6T21'18' 26.02' 1 , L11 369.5N68'25'00"W} C13 150.00' 106.54' 40'41'39" 55.63' C14 100.00' 108.83' 6721'18' 60.51' 7 �1 1 ' 1 1 J+ (�'�',�1 11 i l a•fff ? I i i I I 87 �J !1 j� L LF�jl I I 1" f + 1 i L 12 i73oo' N60 00'00"W ' n-, 48 47 46 45 44 a3 42 5, 52 63 64 t8 C15 300.00' 33.95' 629'01' 16.99' 1 t L13 444.90' N79'38'15"W C16 150.00' 105.51' 78'29'S5" 122.55' 1 !! ( I I " p II _ _{i �I i I 7a EI 32 - s5 �,l i L14 325-39' N09'5522"E C17 2000.00' 299.76' 8'35'15" 150.16' fl I k 5D 53 62 t' 1 1 1 L15 201.62' N10-21'45'E C18 775.00' 981.78' 7T35'00" 569.12' 72 % 33 .� • 6t \ + 1\ 1 1 L16 371.5T C19 300.00, 81.89, 1538'25" 41.20' �fl I 11 (f(117T I1 TM -r t+tiT� W 1s- 89 34 s ( 49 50 i 52 3 49 54 56 N70'16'33"w • 6 • �� ` L17 675.49' C20 160.00' 129.58' 46'24'12 68.58' , 60 N4T40'07"W 53 71 i 1 1 o C21 3000.00' 89Z32' IT08't5 452- i b6 59 51 , u8 239.59' N70 i6'33"W 'a C22 17295' 84.00' 21 49'38" 42.84' - 111 "( v• I �- B'i I I , t LZf C : I 7D 4B \ 111 L19 74.40' N7717'58'E C23 172.95' 84.00' 2749,W 42.84' r + 1tt11ii 1 9t 24 54 39 35 56 't/ t4 L20 19.59' N00'5644"E C24 172.95' 84.00' 274938" 42.84' I !', ' • ss 57 C7 1 L21 96.42' C25 1000.00' 98.45' S38'28" 49.2T f( f f 'Y=- f " I' ( 1 1 1, :, ("'f i I I r I i.,, ,j i I I I 92• 38 3s .9 +4s 58 70 13 �1,� L22 211.55' N78'15 21"W C26 500.00' 163.94' 18'4T09" 82.71' N09'55' 7 2396.50' 646.84' 325.40' 2"E C2 / r A. 1 1111) --�-_t II , liiilli I li I ! ! 93 • I " 56 37 37 §° tt 57 68 12 1 l C28 935.00' S29.35' 3T26'i6" 271.98' '^-•..�- , � .= i j zo "- -'_- - - _ i I,�I 1 r I!I 1 T,� L14 448.4T N4T40'Oy'W C29 2782.00' 17.71' 0*21'S3" f�/' / r /lI < ' <j+ t r1 rr�,,�'` tD 21 z2 zs■ zs zs 3O 31 Y2 33 34 " 1 I� VI ' ry$'~"'~---- ss 3s \ `'.< 76 7 tt ll 8.8 6' L5 25.37' 3J5o'23 67 . .27 L26 460,99' N1859'12"W C31 873.0-- 389.52' 25335S 198.06' I I,� 1B 35 i --•,� �, 40 - 73 1 L27 144.29' C32 104.00' f 06.60' 58'43'34" 58.51' i' _ 95 23 • 65 75 N69'S8'35'E C33 620.00' 610.12' 5622.59' 332.32' L28 196.90' N4740'07"W t / n _ _ '� - t zs 2g � 2a �� • t0 � 04 550.00' 428.24' 44'36'42' 225.64' - C •+� 96 I 27 26 25 L29 100.10' N09'38'37"E C35 550.00' 287.89- 29592T 14Z32' h, t4 1 L30 81.06' N4730'00"E C36 115.00' 361.28' 180-00'00" INRNITE' i6 67 � 69 ( � � � 62 7t n 73 a 37 j 97 I 25 s1 t e \ . L31 400.; N69'58'35"E C37 1000.00' 365.06' 20'55'00' 184,59' jf t r7- 74 42 1 a 7 t3 1 /1 A4S is / _,_ I I, 32 33 3+ b 2D 2 t5 1 i L32 232.86' N18.5422W C38 300.00' 119.72' 1T31'08" 8226' �d f s6 =-_ 41 1 35 � _ 5 12 ,,,o • ` 1 1 C39 300.00' 119.72' 2T51'52' 60.6T 3s I • , 36 - a 3 1 L33 1 154.23' N71'06'53"E 5 t5 \ 1 C40 934.00' 193.70' 11'52'ST 97.20' 4 10 1J ss n as +0 39 ',1 _ o v� C �c , v •ts L34 232.98' Ni8'54'22"W C41 3196.00' 16396' 756'2Y 82.00' J /J 3 47 46 99 1 3 •2 L35 332.57' N2730'00"E C42 300.00' 3Z19' 706.1.r 18.62' 4$ la f oD 6 +9 i N62'30'00"w • - �° %J � t i"T?� g • / 1 1- L36 248.00' C43 115.00' 361.28' 180'00'00" INflNl1E' • - -=„a t4 tD 4 to \ C44 300.00 75.09 142030 37.74' L37 550.75' 1 / 63 '�.-. N39'00'00"E C45 300.00' 29.40' 536'57' 14.7t' / --f�'�- t7 t6 7a 6 / 5p 4g \ 1 L38 256.79' T05 9 - Ni8'54'12"W 17 • s2 5 vas ' 73 � 19 \ �l 1 N1021'45"E C47 447.00' 245.08' il'42'05" 139.59' 405.62' C47 44Z00' 439.88' S6'2259' 239.59' d 5i Ci J 33 =� -w, s 59 5t 47 --- \1 L40 808.31' N2730'00"E C48 150.00' 109.16' 41'4151' 5Z13' 10 52 32 8 34 " , „` -... 6 7 72 t C14 53 7s 1 1 I - zz 3t - "- �""� f' 20 I - 4- -7' N2730'00"E C49 1100.00' 215.94' 1I'14'5Y 108.32' i�/'✓ e - y" F LAz 159.05' N36'11'31"E C50 150.00' ,135.49• 51'45.11" 7276' Sa / 23 35 6 5 2 4 7t 57 54 52 2t L43 24.00' C51 4300' 49.32' 65*4254' 27.77' 8 58 12 / 4 61 +u 2 N6T30'00"W C52 375.00' 155.01' 69'31'16' 260.25' L44 25Z93' N5720'08"W C531 1000.00' 191.15, 10'57'07" 95.87' L45 12Z65' N15'02'25E - C54 200.00' 8Z67' 2507'00" 44.55' L46 137.38' N52'20'D8"W C56 150.OP 48.20' 18-2433' 24.3 1' L47 715.78' N74'57'35'W L48 66.75' C57 300.00' 35.31' S44'38' 176- � N45'32'S3`E J J` 5 s1 / s 2a 38 / 57 a •3g +1 / �.` I N53-4255"W ��CC 27 L49 242.63' -} • � � ,' `ff// �y� s7 2s � N42'30'00"E L51 20.00' c, f Ni i'13'34"E t� � 4 � 8 J 3B 54 i 0 � L50 96.38' ! / 62 g9 7 gq V �/ s�, g N55'02'40"E , { /!is z 7 / s 57 / 4D 5t • / 36 L53 248.00' 1f l " f N42'30'00'E �� -l� } f /rr. / • tt ` • 'A7 L54 362.70' N28'00'00"E �/ lJ - / • 1s / / 5B 7 35 3t L55 652.69, N8422'59"E L56 330.61' N32'30'33W I`=J/ 63 33 L57 16Z81' N4730'00"W L58 426s9' N60'00'00"W L59 89.41' N4T28'S2"W _ 1 L60 255.20' N3S21'52"E � ^� 19 5i a2 65 •AA L61 343.42' 2 / 52 / 45 15 ♦ }1 75 1� ry 1 L62 3 . N6730'OTW 2123' 2s N6730' W L63 578.31' N2730'00"E /�. / / is 3s -� • 27 7r 'L64 30.97 z1 s3 31 C¢ s / 32 N56'32'03'W L65 80.09' N 68 25 00 W �` L66 9Z19' `� o -�'L-fs • a �',t :r� �., .�� s4 � // �,n / "� � R � � i7 3y 26 L67 176.t9' N4730'00'E _ • 2 t �� '� �' Y Vl l tg G� _� 64 3a 35 � L68 7s.00' N42'30'00"E 30 2a • ' % 65 \ 37 /�/ L69 50.00' N42'30'00"E � 29 2t~ • 32 z . g / 2 i �e',/ \ A`C S`o 4g ° L70 199..36' N26'50''30"E L71 150.00' 57 F / 00 4 L72 150.00' N48'06 'E 8"E 22 I� 48 +3 44 N53'04'24"E L75 226.04' / i L74 281.0T N28'00'00"E -. L76 67.29' \ z5 + L77 5.69' N 6"W N15-54 35'5435'W z4 L78 171.71' N41'22'18"E s0 Y2 i 21 L79 177-72' N52'37'10"E 53 LBO 270.20' N3T33'56"E L81 43.04' N0535'45"W -`�I�f ` 1 ,� 5s 55 tg • L82 286.96' N5720'57"W L83 25.34' N40'14'38"W L85 294.85 N842259'E i N5839'11"W L86 201.04' N29'16'23"W L87 309.11' N46'39'20"W L 9 2 p✓t3` V L88 268.04' N54'20'30"W tt "' L89 182.25' N51'57'30"E ; i �'y L90 154.96' N38'02'30'W L91 46.86' N01'48'21"E a IL GRAPHIC SCALE ir �oji ' --yl c 1N WAD 1 Inch a 120'ft RECORD DRAWIMG Nr l r ( PREPARED UNDER SUPERVISION OF: SCALE: ENGINEERING GEOLOGIST- SOIL ENGINEER: OWNER REVISIONS: WILSON MIKAMI CITY OF LAKE ELSINORE ,D/e/99 eeeSSlq 1"=110' W C O R PO RATIO N NEBLLTT&ASSOC., INC. NEBLETT &ASSOC, INC. LAING-CP, LAKE ELSINORE LLC �So`11L Mz7 SHEET 27 a 31900 MISSION TRAIL y o SCOTT. 9884 GATE DATE: 3 PETERS CANYON T. 949-679-0090 HORIZONTAL CONTROL PLAN / 4911 WARNER AVENUE, SUITE 218 4911 WARNER AVENUE, SUITE 218 RCE No.4sesa EXP. 9-3o-Os 28 °' HUNTTINGTON BEACH, CA 92649 SUITE 225 - SUITE tto F: 949-67s-oast OF a HUNTINGTON BEACH, CA 92649 y N.aseea THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE W9TH THE 12/7/04 IRVINE,CA 92606 SOUTHERLY STAGE - ./. LAKE ELSINORE, 92530 2 RECORD DRAMVJC I /01/07 4c c."snores A APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND BENCHMARK: 714 840-8286 (714) 840-8286 ctv i RAERSIDE BENCHMARK NO.BM E-3-70.RV.1279.829. BRASS DISC IN CONCRETE POST 72'NORTH OF'T'INTERSECTION OF CORYDON STREET AND FILE N0. _ ( > (949) 567-1900 MARK DESCRIPTION BY APPR. DALE lglf F MISSION TRAIL 27'FIST OF THE CENIIRDIE OF MISSION TRAIL TENTATIVE TRACT MAP NO. 31920 THE STATE LAWS,AND PERMIT CAN BE ISSUED. o DESIGNED BY: M.WEBER DRAWN BY: R.PENA OF CAU BASIS OF BEARING DATE CENTERLINE OF CEREAL STREET.BEING N575248*W,BETWEEN MONUMENTS 3 AND 4,BEING THE CENTERLINE INTERSECTIONS OF CEREAL STREET AND / CHECKED BY: S WILSON PROJECT MANAGER:S.WIISON KEN SEUMALo RCE 56915 EXP.9-30-05 CITY ENGINEER DATE STONEMAN STREET AND CEREAL STREET AND CORYDON STREET. N B 3'MIN. 29 I 6"MIN MUDSILL MIN. ,1-I/r,1/a• t t acn ' 'TAFrE`D T/t o�� B HIGH ANT %M19. z-t/z,z-I/rxs/B• �I OF 3' 3' SCARF AND WtiD G Imo{ I 21% •S - � 4 RE-BARS TO BE I I 2% MIN, t + s/t,s/t Ey r(. DETERMINED BY svlLFx 1/a•sEEn Pule .�. 1/r NIEN BOLT +t ENGINEER SEE EBELOW) I SECTION A-A PLATE STIFFENER ALTERNATE JUNCTION HfOLD—DOWN GRATE ASSEMBLY TOP OF PIPE .. 1'-G MIN ELEV. =F.L.-0.5' DIVERTER(SPLASH) A C 6"x6"-W1.4xW1.4 WALL.SEE NOTE No.4 ``: 2 FF ELEV I It(C MIN.ABOVE W.W.M. SEE C.M.P RISER DETAIL <4 I PAD ELEVATION EIEV.A-IL-OS' SEE DE+NL FOR ORADIND Al w '-a �14(sEe NmE 5)- AT LEFT 5Z MIN. A',�•'� HINGE POINT 1� ) LOLNING DEVICE INII165 ml<R- PAD ELEV DN PUN 3/EY LY�/L�D•' MWT SE'SPENIEN ".iM C r 4 M 1Q DENIER m HDLE U mmilSECTION A—A v„: :';. miD O.D. F P D 2i MIN. Y a 1O 3' 3' 4' 3' OPTIONAL ,1, '.• a m ALL EDGES TO H \ �/ Y 12" SEE SEPARATE BERM D1 TRIMMED SMOOTH + DETAIL ON SHEET 2 """" A I A SECTION B—B K t, 6°x 6"-WL4 x WT.. W.W.M. - \ TYPICAL BERM DETAIL sla_v. - BOTTOM VIEW NECDON BAND NOTES TOP PLATE i- 1. CONCRETE SHALL HAVE A MINIMUM ULTIMATE STRENGTH AT 28 DAYS OF 2500 Psi NINO O.D. O>PT�d.P� CONCRETE MAY BE PNEUMATICALLY PLACED AND SHALL CONFORM TO SECTION 2621 D OF THE UNIFORM BUILDING CODE. ; 'b 1 Sro.PoPE OR 1 Nw srm aw 3'V-DRCH SEE 2. REINFORCING SHALL BE 6"x6'-W64 x W1.4 WELDED WIRE MESH(W.W.M.)OR APPROVED TABLE A /oa W DETAIL THIS SHEET EQUAL. 3D N ' LIMITING ro DUN ',p \CSA.0. _"" 3. GROUND SHALL BE PRE-WETTED TO THE SATISFACTION OF THE ENGINEER PRIOR TO CASE I C.M.P. RISER INLET DETAIL PLACEMENT OF CONCRETE. MOISTURE LOSS RETARDENT SHALL BE USED WHEN CONDITIONS 4•VMIN. REQUIRED BY THE CITY ENGINEER. I I MIN. DRY PACK NOT TO SCALE DRAINAGE MAXIMUM sve —I 1t I_ 3' I 3 r 4. CONCRETE OR CONCRETE BLOCK DIVERTER(SPLASH)WALL TO BE CONSTRICTED SETBgCK DIFFERENCE OF - r ELEVATION I- T BOTTOM VIEW WHEN DOWN DRAIN TERMINATES AT TERRACE DRAIN. SEE PLAN FOR LOCATION AND PAD ELEVATIONS GAGE RETAINER RING DETAILS 3' .6' nD Es 1.RSFA PIPE SXALL EXIEtID ro•EIEV.x. OORROOArm s1EEL Pre SMu CONFDRM TO AASND M_3e. D, n 'HD' q PoSER CSP. TERRACE DRAIN DETAIL 3.OM1E ISaEMBLY SHVI.BE GALVAM2m Al 1 FA&tIGTXIN. le a0• 9 DIM GARDE a.m D s4 AND uRDER.w¢n 1 1/r,l I/r,l/a•AA0lf5 2L•-2r 30' +2 2 tB•To 2 tE NOT TO SCALE 5' 1.0' - ro PurE NDI,P wnus Art O.D. 3O•-3r 2L• 15 5.n�HUMBBt W BARS ON GM1E ASSEMBLY. 3 TO 1L B.RISE OF PRT FOR DMMBE DV SHALL SAME AS FOR RISER. 3a-39 2Q IB r.RISER AND SNB SNA11 BE SHOP FABRMATro AND GALVAN2E0 AFTER WEIDNIG. 42•- 15•. 22 2*TO 12 51 4 1' 5L•- . 1S 2a a sr ro Ba +O MIN. a0•-83 11.5• 31 C.M.P. RISER DETAIL NO 10.5• 34 I- -I PAD DIFFERENCE OF(CASE 1) j3 BAR IN BOND BEAM eLocK NOT TO SCALE 6x6'x16'CONC.BLOCK,SOLID MIN. '•:':- GROUT ALL CELLS 6°MIN. 13 BARB 18'O.C. 'I :•.-t, 21� Y MIN. .... PAD ELEVATION CONC.DRAIN PAD ELEVATION 2%MIN. SEE DTE/3 DRAINAGE FLOWLINE F COMMON_ALE SETBACKN. 3'MIN CASE EXTEND 6"x6"-WI.4xwl.4 WWM SECTION C—C INTO SPLASH WALL FOOTING - �-B 10, CONCRETE SPLASH EWALL DETAIL 3'MIN. 3'MIN.--{ TO BENCH 12" 7:' �?.. V7E4RIMCE:� �--�- 3. �'� PAD ELEVATION , DIFFERENCE OF PAD ELEVATION fY 4 (CASE II) 24' - a TERRACE 12"MIN. EXTRA HEIGHT OF FOOTING TO BE 1 .i jII= ... DRAIN 6'MIN. Py, DIMENSIONED ON PLANS. t%M v DES q 11' - 18'0 RIP-RAP PAD ELEVATION �I 2%MIN. TRANSIDON = 4.5' = 4.5' _ 5'TERRACE PER PLAN +' SEE NOTE 11 SECTION B—B DRAIN s 3 s' 2' 2' w� FLOWLINE OF COMMON SWALE i P I z _ CASE II ��OpOp�p IIII SECTION C C O O O O O O TTjt �w �. CEOIEXOLE FILTER FABRIC R R/pr 3'CONCRETE OR GUNITE REINFORCED WITH Gx6 .f{y'i�'� �/` �f�/ O.C.E.MA.STD.NO. 1808 5' 5' 3.0I0' W1.4xWT.4 WELDED WIRE MESH. TREAT IXPOSLT) fd /��/ I- � t� CONCRETE SURFACES WITH CURING COMPOUND. RIP RAP SLOPE PROTECTION DETAIL ' PAD ELEVATION --_I PAD ELEVATION B NOT TO SCALE I ULTIMATE FRONT TERRACE DRAIN AND ULTIMATE H>O.s F SLE REouIRED YARD SLOPE H YARD SLOPE ®TOP OF SLOPE DOWN-DRAIN TRANSITION DETAIL P.C.C. V-DITCH DETAIL 2% 25' NOT TO SCALE NOT TO SCALE GUT SECTION GUT SECTION FRONT YARD FRONT YARD SECTION D—D SECTION D—D NOT TO SCALE NOT TO SCALE TRAIL CONCRETE B NOTES - - HEADWALL-- 1. SWALES TO BE CUT IN AT 19 AT ROUGH GRADING AND PRIOR TO BUILDING 12" �3• 4' 3'-0" 4' / CONTRUCTION 4" 3' Cr ��..�-4" 6'BEND y 2. A PAVED DRAINAGE SWALE,CATCH BASIN AND PIPE,OR OTHER SIMILAR DRAINAGE PIPE SIZE I� F.L. 6x6'-W1.4xW1.4 W.W.M. Sp, DEVICE IS REQUIRED WHEN A STOOP,FlREPLACE,OR PORTION OF THE BUILDING AND TYPE ".q. R20' ,lii4, EXTENDS WITHIN THE MINIMUM ESTABLISHED DRAINAGE SETBACKS. PER PLAN v Li g -` ./�• I IMAX 2 •� l,, O J. A COMMON DRAINAGE SWALE MAY BE USED ALONG SIDEYARD PROPERTY LINES W1.4 W.W.M. /'� FL I / QJ Oo 4. ALL BUILDING SETBACKS FROM SLOPES SHALL BE IN ACCORDANCE WITH THE GRADING io �,� ��8'� DOWN DRAIN �.' / a d EXCAVATION CODE. SECTION T l ANCHOR I • TRACK CLEAN 1'MIN -v 3'-B" I .i •o ' ' p 5. CASE 1 APPLIES.WHEN THE DIFFERENCE IN PAD ELEVATION AND DRAINAGE SETBACK " ALLOWS A COMMON DRAINAGE SWALE TO BE CONSTRUCTED IN ACCORDANCE WITH SECTION B—B DOWN DRAIN ANCHORS CONSTRUCTED EVERY 10'1N 1" TO 3" COARSE TABLE A. o VERTICAL HEIGHT AND AT TOP&TOE OF DOWN DRAIN AGGREGATE Ad a g• \ 6. CASE 11 MAY BE USED WITH A COMMON DRAINAGE SWALE WHEN THE DIFFERENCE OF a NOTE. FILTER FABRIC ` PAD ELEVATIONS EXCEEDS THE LIMITING CONDITIONS OF TABLE"A'AND THE EXTRA J4 BARS HEIGHT FOOTING IS SHOWN ON THE GRADING AND STRUCTURAL PLANS. D` 1.DOWNDRAIN TO PIPE TRANSITION SHALL NOT BE USED WITHIN PUBLIC A 7. IN NO CASE SHALL THE SWAY FLOWLINE BE LOWER THAN THE BOTTOM OF THE ID ROAD RIGHT-OF-WAY. o SECTION A-A GRAVEL CONSTRUCTION ENTRANCE FOOTING WITHIN 5'OF THE FOOTING. NOT TO SCALE V-DITCH TO PIPE TRANSITION DETAIL DOWN-DRAIN EDETAIL N NOT TO SCALENOT TO TYPICAL ROUGH GRADING DETAILS N NOT TO SCALE N ED a RECORD DRAWING cu ro L ENGINEERINGGEOLOGISI• SOIL ENGINEER: OWNER REVISIONS: PREPARED UNDER SUPERVISION OF: SCALE WILSON MIKAMI CITY OF LAKE ELSINORE Of 1n/B/99 QRpFESSI(y ��7 Of NEBLETT &ASSOC., INC. NEBLETI&ASSOC, INC. LNNG-CP, LAKE ELSINORE LLC ��w ►// VV CORPORATION gH 7 28 i 31900 MISSION TRAIL o o SCOTT M.WLSON DATE DALE: a 4911 WARNER AVENUE, SUITE 218 4911 WARNER AVENUE, SUITE 218 RCE NO.49884 EXP. 9-30-06 3 PETERS CANYON T: 949-679-0090 DETAIL SHEET HUNTINGTON BEACH, CA 92649 HUNTINGTON BEACH, CA 92649 SUITE 225 c SUITE 110 28 OS/01/07 * No.a9BBa FOR MTH 12/7/04 IRVINE,CA 92606 F: 949-679-0091 OF N 714 840-8286 LAKE ELSINORE, 92530 2 RECORD DRAWING E.P.B/mroe * AAPPPROPRIATE CO DMONS OF DEVELOPMENT TDANDAORECITY AND BENCHMARK: SOUTHERLY STAGE — _ (714) 840-8286 ( ) / g (949) 567-1900 MARK DESCRIPTION BY APPR DATE ✓}9 mvn ! THE ST TE LAWS,AN PERMIT CAN BE ISSUED. RIVERSIDE BENCHMARK NO.BM E-3-70.ELEV.1279,829. BRASS DISC IN CONCRETE POST 72'NORTH OF•T'INTERSECTION OF CORYDON STRETEr AND FlLE NO. lF a U\l MISSION TRAIL 27'FAST OF THE CENTERLINE OF MISSION 7RNL TENTATIVE TRACT MAP NO. 31920 DESIGNED BY: M.WEBER DRAWN BY: R.PENA d• �/� BASIS OF BEARING DATE CENTERLINE OF CEREAL STREET,RE) N52.52'48"W,BETWEEN MONUMENTS 3 AND 4,BEING THE CENTERLINE INTERSECTIONS OF CEREAL STREET AND CHECKED BY: S.WILSON PROJECT MANAGER:S.WILSON KEN SEUMALO RCE 56915 EXP.9-30-05 CITY ENGINEER DATE STONEW 4 STREET AND CEREAL STREET AND CORYDON STREET. N ICI SEE SHEET No. 3 X l _�' ,7/ ' PADS--iz7o.2-11 l; �� Psis 1 �, CONSTRUCTIONNOTESHEET NO. 2. SHEET No. 15 ,1 5 / ,/ 77CONSTRUCT STREET UNDERCUT PER STREET SEC77ON ON Y \ y SEE , HP��SEtYSTORM "NN LI / i / i 5Z3� �l / / ,Z / \ 'y6' 1 �-�-CONSTRUCT BERM AT TOP B SLOPE PER DETAIL ON SHEET N0.2 QQ�R •� / 1 /� r ' PAD=f270.3 pAD=1268.4 X �,yL SU-REMOVE AND DISPOSE OF ABANDONED 24'WATER LINE _ \. •t• X PER,SEPARATF/PUN / l X 12gX5 _ \ 1 i 2 _ r ,�"' r ;1 p / '�tY'O7 --ABANDON EXISTING Y MONITORING WELL x / ' '11 y26� 12 CONSTRUCT pCc V-DITCH PER DETAIL ON SHEET N0.28 ,J1 37.52 TC/723 / 3?5 15 CONSTRUCT TERRACE DRAIN PER DETAIL ON SHEET NO.28 /^`12'•17•�� \ \, t 37.02r tom., /// / 12 X - I PAD- 70.7 l� '/ 12�8' •(p _ 11CCONSTRUCT DOWN DRAIN PER DETAIL ON SHEET N0.28 0 Q 11�" 17 CONSTRUCT TERRACE DRAIN AND DOWN DRAIN TRANSITION \ 1236.4 I ; I ! 6 / 64 1ti / 1A ` PER DETAIL ON SHEET NO.28 PAD_270.3 7 �5� "L�' CONSTRUCT V-DITCH TO PIPE TRANSITION PER DETAIL ON SHEET NO.28 A� 12, I � �� 69.5 1G Q $ Pam- 19 CONSTRUCT 6'LONG CONCRETE SPLASH WALL PER DETAIL ON SHEET NO.28 2 - 12 1169,5 i 'y l / 69.I TC ` I '� �-INSTALL 12"PVC DRAIN PIPE o \ 1237,2 / l(7yp) PAD=1271.2 i �/ Y/FUTURE STORM 1. 1237.19� 'DRAIN PER 5 / SEPARATE PLPA 12 1 122X5 1236.69 1236X,.' / / nvv=1270.8 %' •y /♦v ��' \ 1�S t236.67�lP 12.3X6 n 1256.92 X \ 1236.77 I 52365 / l �/ 1' >d1Lg ' •^ A 696 fi l /i • 526K PAD=1267.4c 12 __- BOUNDARY I J rr nn f/ �•1 r, A, � PAD 1271.5 � � l �, A� I Y'-�o26 lIr`�r'J�i l' ��L/lL/��-`� 'Y I / • �R 4 i� �1 x6A• TRACT / V`� Tt 1� \ ter, /1 PAD=1T/1.d2 1 26a.r 8. /�� ) 1.4 C r _ �( P 268.0 � � .yG _ RIGHT OF WAY 1236 ��LT LJ I 1i , 1y681 1 // JJ LOT LINE „27' 0 \�\ !n _'L i LT"� TOP do TOE OF SLOPE V / Ao e9 a PA 68.6� �d 6 � /�3 5 � \� o > � PAD=1271.4 �,1 ---- � �_ � Fc�r,� 126 -R---R- RIDGE LINE �j CUT AND FILL LINE , P 69.2 __ PROPOSED CONTOUR 7L.g� 5269.3 py�" A'lC\ 1250-- / \ \� 1236.5 \ 12 Xy /' 1 pR EXISTING CONTOUR PAD=270.E / �>dyg\2�+� ti`'' . 1 6� ----I zso---- f� / BATH � 123X8 r •� ' / lc 1tiOry O �c+ PAD=1269.7 -�- POLE ''/ 12 /' 126X \ MULTIPURPOSE limut 1233• ` ' .. EXISTING POWER 22 6A' PAD=XXXX PAD ELEVATION 123 >' ,H`c 0' / 3 126X9 PAD11Zfi6.5 1� PROPOSED STORM DRA1 LINE 1 TC ' ' 5 2 [p] +g '� 1270. 55 LOT NUMBER H"PER SEPARATE PLAN .:-- 15 / PAD9269.8 B , PA0= 77.0 try 1 ' 6? 2 127C6 -'�� 12 DAYLIGHT LINE ' / 12"` X ��,�j , 2% SHEET FLOW RATE ry �� 2AU. v > , � x �� PAD=�70.1 `,S \ \ 5.8 s)B l •�/ PAO-1 70.5 ,270.4 -- GRADED SWALE \\\� 1223x 12 126 / � A r1� X , 1ry� .- - STREET CENTERLINE 1225. 123E 6 \ \ \ 9 ?B? P•+ , 6 a PA1�-1269.0 '� � I� �,�•' P 70.5 1 121X4 \\�\ 123X ,PER SE STORM DRAIN •y(q,� i/ PAD 1266.5 12 6 6 { ' _ - 1 12]06 r. / PAD- 66.5 - SWALE HIGH POINT PER SEPARATE PLANS FLOWUNE 126?,4 x i PROPOSED ST21�G&D 18 CONSTRUCTION NOTE 5 LINE"A*PER SEPARA 46 3 X '30 \ \ / �Gg° ", / •J AD=967.4 MONITORING WELL (� IA NW p,BANDON IN PLACE(TTF.) z25.1 / x ^tea 5 I72 5 ' M PAD '1 66 8 FA PA6.51_ FUTURE STORM DRAIN PAD- 66.5 1268.4 ♦ :. PROPOSED STORM DRAIN K T s X \ \ 2 3 - X ♦ �> 3 PAD=266.5 p STREET IMPROVEMENT PLANS PAD- 268.2 ' 7 / v 2648 ., 61• fib' 1 / t36'fA�\ 1C I \�� ! \/ GART PATH try ,.26 0 10 ! �. / �/ 126X8 >? o ,yi � f TC TOP OF CURB 72 ., '�- ✓�/�"'_r 1235 3 - -} \,� a"`^'.,MULTIPURPOSE TRAIL O 1 ., ?s4 �2 / � lC;/ '�' `��` C FL FLOWLINE ELEV. 1�` _ L�_ - X o / / < > k $ e N Izeso TOP of CRATE ?s*o� PAD=126f�,6 g 2/stiff a BCR TC TO d A GRADE BREAK ? � �� V��/ l r Y� ��X PAD- 267.E s 7 i ? ). GB '`ti � \ ? r 126 7 G J X �266 6 / -.? / >?��`• ?WS9 7Cll! FG FINISH GRADE i,r / .`L67.3 > �,•7 •�V fi' LP LOW POINT O r` � -� l/� �i-��\�/! / / / \• -6X _ �°,. PAD= 66.8 '\. �� >` 1�5,'3 i > O / 1 I�� HP HIGH POINT 23X ti L o �, \\\\ 1 j� / J N � ti`°' PAD=1267.8 r 1235? -�'-� \�J'��---__/ / / I %�- r� 'y x y '� / Z INV. INVERT OF PIPE I 2V � ' / � N / / PAD=266.5 125Xa •"� � PAD=1266.92E 1 / ti x5 �/X q• b 'V / ) � 1�'� � I /I ! � , ' /• I � U �/ ^.2 K3 \� 1 � J � '�f>L`l/!6 18..' •, l, 1- WX� �/�/�� 1 /� , --� � � �_ i � ,2� � � % , s , /�l� / 125�� /• `s" ,2 r; 126 T / / 5- �// -J( i i / -� X �� PAD--"b6.2 >?`Lys / r6a. �47CI • W p k \\ PAD-1 S�681 11 � u 1L6g.2 j"/ , 23X // / --J �. / \ 64 5 \ '' / PO 67"5 h / �C I /-' =K•^ 1 IG �.l �._,` 1 �64.2 / W\ / //�) yam,` \° I'' Y/,�. /Vr x )p/ (n J (� �Ij ;��--\ `�X?� 1 r( / / / /✓- r /r.._ \ �f•fij ) );G t , I? / PAD=12685;::c %� All + u 1 )]i - i __/:�) 2i<e.'i/,•/ t,� j 1®I e_z- 0 ' ...�z �-'�,l\ / / /,j�26�_ a....._�.•.e _ ,\°.''•"' y/ .;ti;' / y'•,"m.".� �ep `12 67.9 ?fi zo GRAPHIC SCALE qgC pAD= WE-, / PAD=1266.40 ppDSED STORM DRAIN ( SEPARATE PLANS 1T66.4 � ' PA g 1: D 1268:8 •d�,i A b -L /?@ 1 -- o ^264.2 �7 IN FEET,,I 1 inch= 40 1t ' �/ '"•',� �� + A J f ;� /,�� 1 ; )I I � r7 PADA8.4 6 i ��s T _ / ", �K 969.2 a. ds�s� P., \�� ' ..A-�... �.i , il� ! \��. . C d WIDE M �` ° - f, /�,-- A.� '1 /:•R A i ��' < I Ik 35'' -� �.� / / .� ? _ �� `V - PAD-1 68.3 II PAD-1 9. �pt� >e` I�,•z,.a�z � i � \ �i� l !r PAD-269.5 �l f 'C 3 �t d O AD 1268 /% p i u rRD�o D. , \/ , __�' "`� - _ _ � -_ _� �q � M \ • \ >: \�� /�Gy I/ �' I' Ii 2 / - ♦ ! D�EAS ENi ��. - '• lqr� 236. ,n. . ac // J--•- -,.,,,�. ��: - U' \1' 7 '�lJ� i '�I?sB = ./�. �4- PROPOSED STORM DRAIN �. �` v•vim �� }� � �' / °� \ �� . 1s' o)Z PAD 69 LINE*A'PER SEPARATE PROPOSfDSTORM DRAIN `, ' PAD9.7 ! �< a( 5� LINE'T'`PER SEPARATE PLAN 'u \ / �_�_-- -- ` ZX l\ I' ; 'j PAD�267 4 AD �� -\ \ti �\ ® ��... 's fi Z X1 '`\\ AD. 266.9 �ti \ b `\ <, , \ d f PAD91 69.7 \ n h PADf 68' .�" ,26g.2 \\ ��.��/ 411 a d.. yfq \\j- 1272 9 1 _ 26�C ,/ a 1266.0 TC k0_ / \�� 'g 'Oo• 1208` 1268 0 1264 �/ ^.2l \�\\:``. �' /� h ®/ b'� � ` c;:�- 1 PAD' \ ' 23 ti 1 - 66. \ 6.5 a a � .�-_ ' � ♦ AD� 8 \,i 1269 5 �. _'� KEY MAP �' / 52E _ ?q C \` '� 1 126:? • // �s�i,2,.9 1 7 2 � � 268.4 O � \. \ PROPOSED STORM DR / RECORD ®�A�B�G LINE G',•fF.SEPARATE O ,O �� . �. ij <� r./L�ID/1 9 No. 1O �`' ' SEE SHEET CITY OF LAKE ELSINORE PLAN �.. �'00 4 ��•� �� \-� n 11 / y UNDER SUPERVISION OF: SCALE: W I L S O N M I KA M I SHEET 6 r /; 6 PREPARFn, 8 REVISIONS: 1"=40' W G O R PO RATI O N ROUGH GRADING 70/8/99 oQ��ssr� - s OF 28 OWNER DA DATE 3 PETERS CANYON T. 949-679-0090 ENGINEERING GEOLOGIST SOIL ENGINEER WNG-CP, LAKE ELSINORE LLCM > RCE NO.49884 EXP. 9-30-06 SUITE 170 F: 949-679-0097 SOUTHERLY STAGE - I a NEBLETT&ASSOC, INC. �$' 0/11/07 �'^ �•49884 12/7/04 IRVINE,CA 9260E FILE N0. NEBLETf dt ASSOC., INC. 319DO MISSION TRAIL THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE WITH THE TENTATIVE TRACT MAP NO. 31920 4911 WARNER AVENUE, SUITE 218 SUITE 225 1211 OS * E p,�G * APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND � pE�ENWRK Np,BN E-3 70•F1EV.1279A29. BRASS DSC IN WNCREE P05f 72'NMH OF Y IMERSECnON OF CORDON SR FF �N 4911 WARNER AVENUE, SUITE 218 HUNTINGTON BEACH, CA 92649 LAKE ELSINORE, 92530 1 GOLF CLUBHOUSE GRADING BY APFR. DATE s \ THE S TE LAWS AND PERMIT CAN BE ISSUED. NasaN HAIL 27'EAST OF THE CEMEIG NE OF lnSS ON TRAIL .Pj c[vn F 8ASI5 OF BEAlpNG: HUNTINCTON BEACH, CA 92649 (714) 840-8286 (949) 567-1900 MWK ��rnaN oT CA\F a„ / �i- / 0 7 COOERUNE OF CF1 EN STREET•BEND N5T52'48 N.BEfMEEN NONUMFNiS 3 PNB 4,BONG THE CEN ER NE M ERSECT 0N5 OF CEREAL S REEi N (714) 840-8286 DESIGNED BY: M.WEBER DRAWN BY: R.PENA KEN SEUMALO RCE 56915 EtfP.9-30-05 CITY ENGINEER DALE S GNENON SBNEf ING CERFH SNKE�AND CORYGON SG EEY. DATE CHECKED BY: S.WLSON PROJECT MANAGER:S.WILSON