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HomeMy WebLinkAboutTract 31920-1 Mass Grade E & G Rev 2 Summerly MASS GRADING PLAN GRADING NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF LAKE ELSINORE MUNICIPAL CODE R " oel CHAPTER 15.72 AND SPECIFICATIONS AND THE LATEST EDITION OF THE C.B.C.APPENDIX J. TRACT 3�QQV ZO-� aRNE ~2. A PERMIT SHALL BE OBTAINED FROM THE ENGINEERING DEPARTMENT,CRY OF LAKE ELSINORE,PRIOR TO I ANY OPERATION. 3. THE DEVELOPER AND/OR THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AND U.S.A.ALERT SUMMERLY DEVELOPMENT- DDA PHASES E AND G (1-800-422-4133)48 HOURS PRIOR TO GRADING. �LRO� 4. THE CONTRACTOR SHALL NOTIFY THE CRY ENGINEERING DEPARTMENT AT LEAST 24 HOURS IN ADVANCE CITY OF LAKE ELSINORE LAKESHORE ORDN ROAD OF BEGINNING GRADING OPERATIONS. IVE 5. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY THE CRY ENGINEER. � 6. CUT SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL,UNLESS OTHERWISE SPECIAL NOTES: COUNTY Y OF RIVERSIDE oHEMLOCK STREEr APPROVED,AND SHALL BE SHOWN ON THE PLAN. o y s 7. FILL SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL UNLESS OTHERWISE 41. THE GRADING CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEERNG APPROVED,SHALL BE SHOWN ON PLAN,AND SHALL NOT HAVE LESS THAN 90%RELATIVE COMPACTION GEOLOGIST/SOILS ENGINEER NOT LESS THAN 72 HOURS IN ADVANCE OF THE STATE OF CALIFORNIA MAUG4 OUT TO THE FINISHED SURFACE. LOCATION OF ANY SOILS PROPOSED FOR IMPORT. EACH PROPOSED IMPORT 'PO 8. FILLS SHALL BE COMPACTED THROUGHOUT TO 90%DENSITY AS DITERMINED BY THE AS.T.M.D-1557-70 SOURCE SHALL BE SAMPLED,TESTED AND APPROVED PRIOR TO DELIVERY OF TEST METHOD. SOILS FOR USE ON THE SITE. NO IMPORTED BORROW FROM OUTSIDE THE SPECIFIC 9. FILL AREAS SHALL BE CLEANED OF ALL VEGETATION AND DEBRIS,SCARIFIED,AND INSPECTED BY THE PLAN AREA AS DESCRIBED IN CITY ORDINANCE 1105 SHALL BE ALLOWED. GRADING INSPECTOR AND APPROVED SOILS TESTING AGENCY PRIOR TO THE PLACING OF FILL 42. THE CITY'S APPROVAL OF THIS ROUGH GRADING PLAN DOES NOT GRANT ANY 10. ALL FILL MATERIAL SHALL BE CLEAN EARTH. NO FILL SHALL BE PLACED UNTIL PREPARATION OF APPROVAL FOR THE FUTURE PAD ELEVATIONS. ALL FUTURE RESIDENTIAL AND/OR OLIVE GROUND IS APPROVED 13Y THE SOILS ENGINEER. COMMERCIAL LOTS SHOULD HAVE THEIR PAD ELEVATIONS AT 1267.0 FT. MINIMUM 11. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/2" PER FOOT AND THE GARAGE FINISHED FLOOR ELEVATIONS AT 1267.00 FT. BORRO Q FOR A MINIMUM OF 3',THEN 1%(MINIMUM)TO FLOWLINE OF EARTH SWALE. 43. REFERENCE IS MADE TO THE LETTER TO RAY O'DONNELL FROM RIVERSIDE COUNTY SITE NO.1 12. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1%IF CUT OR FILL SLOPE IS LESS FLOOD CONTROL DISTRICT,DATED AUGUST 12,1999. THIS GRADING PLAN IS THAN 10,,AND 27.IF CUT OR FILL IS GREATER THAN 10'. DRAINAGE SWALES SHALL BE A MINIMUM OF CONSISTENT WITH THE GRADING PLAN "E"REFERRED TO IN THE ABOVE LETTER 0.5'DEEP AND CONSTRUCTED A MINIMUM OF 2'FROM THE TOP OF CUT OR FILL SLOPES. FOR FLOOD STORAGE CAPACITY AND OPERATION. LEMON STREET 13. PROVIDE 5'WIDE BY 1'HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5' HIGH. u - SITE NO.2 14. PROVIDE A BROW DITCH,DESIGNED TO HANDLE 100 YEAR STORM FLOWS ALONG THE TOP OF CUT PROJECT _ SLOPES. 15. NO OBSTRUCTION OF FLOOD LAINS OR NATURAL WATER S SHALL BE 16. A SOILS ENGINEER SHALL BE RRETAINED BY THE DEVELOPER,UTO€SUPERVISE GRADING GAND PROVIDE A /// ) SATE VICINITY MAP NOT TO SCALE FINAL SOILS REPORT WHICH INCLUDES FOUNDATION REQUIREMENTS(SUBDIVISIONS)AND EXPANSIVE CHARACTERISTICS OF THE SOIL / 17. GRADING CERTIFICATION BY THE DEVELOPER'S CIVIL ENGINEER AND A FINAL COMPACTION REPORT BY A SOILS ENGINEER SHALL BE SUBMITTED TO THE BUILDING AND ENGINEERING DEPARTMENTS PRIOR TO i MEET INDEX ISSUANCE OF BUILDING PERMITS. 18. THE GEOTECHNICAL REPORT DATED 11/30/07 PREPARED BY NEBLEIT&ASSOCIATES AND THE SHEET DESCRIPTION G3SOILWORKS REPORT DATED 11/09/17 SHALL BE CONSIDERED A PART OF THIS GRADING PLAN AND 1 SHALL BE COMPLIED WITH. �•� - - 1 TITLE SHEET 19. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING I „ _ -_ PAD ELEVATION. WHERE SPECIFIC ELEVATIONS ARE REQUIRED,THE ELEVATION(WITH RESPECT TO MEAN 2-4 SECTIONS AND DETAILS SEA LEVEL)SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS f _>''" REQUIRED,THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. ;I 5-13 ROUGH GRADING 20. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF I t ,,f��i � r - ___ _' - - _ 1 4-17 EROSION CONTROL ANY CONSTRUCTION/GRADING. 21. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST 1.5 SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE BUILDING AND ENGINEERING DEPARTMENTS FOR CUT AND FILL SLOPES OVER 30'IN VERTICAL HEIGHT. / I _ __ - - - - _ ')•` LEGEND AND ABBREVIATIONS 22. A FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. \ ' - - - - TRACT BOUNDARY TC TOP OF CURB 23. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED,R MUST BE CLEARED,KEYED \ � �\ - _ _ _ AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A �' +' \ 8 _'�(• 9 - -__-__- AY FL FLOWUNE ELEV. REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL SLOPES GREATER THAN 5:1 ARE - \ - - RANT W REQUIRED TO BE KEYED AND BENCHED. - - - �y VA. - - _ - - - LOT LINE TG TOP OF GRATE 24. THE SOIL ENGINEER SHOULD INSPECT THE CONSTRUCTION IN THE FOLLOWING STAGES: +� ��. I� ` _ _ - GB GRADE BREAK \ \, I 37i _ _ _- _y_�_ TOP&TOE OF SLOPE A. UPON COMPLETION OF CLEARING AND DURING EXCAVATION AND BffORE-BACKFlLL OF ALLUVIAL. -, �� +I C>R -_91= - '� ;� _ _- __ FG FINISH GRADE COLLUVIAL AND TERRACED AREAS AND ANY SUBSTRUCTURES. -- '- -R---R- � x � RIDGE LINE LP LOW POINT B. DURING ALL ROUGH GRADING AND OPERATIONS INCLUDING PRE-COMPACTION,BENCHING AND FILLING [ - OPERATIONS. I "• \ SHED�` - - -- - .� - " `- -C---C- CONTROL LINE HP HIGH POINT C. DURING INSTALA11ON OF BUTTRESS AND CANYON SUB-DRAINS AND FILTER MATERIAL • SHEET n - EET 1�" + r'SHEET 1`3�^ 5 I • INV. INVERT OF PIPE a ' {t -1250-- PROPOSED CONTOUR FS FINISH SURFACE D. WHEN ANY UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED DURING CONSTRUCTION. ^ _ ,''✓ --- _- - !Y250 EXISTING CONTOUR FF FINISHED FLOOR 25. EROSION CONTROL ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT 12' ON - )-- CENTER OR ANOTHER APPROVED GROUND COVER. SLOPES OVER 15'IN VERTICAL HEIGHT,IN ADDITION PE PAD ELEVATION TO GROUND COVER,SHALL BE PLANTED WITH APPROVED TREES,SHRUBS,OR COMBINATION THEREOF I STFEET r ;/ 70 LOTNEXISTING POWER POLE �� n'_ `\":::.= s.,1•,A, C ,' GFF GARAGE FINISHED FLOOR SHRUBS SHALL BE PLANTED AT 10'ON CENTER;TREES,20'ON CENTER;COMBINATIONS, 15'ON ,-_ _ _-.• _ �,..�" `:'-`- - ' -•�^� _ _ = __ _ _ T ^,,,_�" 70 LOT NUMBER CENTER. SLOPES OVER 3'IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH GL GARAGE UP BACKFLOW PREVENTION DEVICES PER UPC. FOR LOTS 37&38,SLOPE PLANTING WILL BE IN DAYLIGHT LINE CONFORMANCE WITH THE 71 ACRE SITE LANDSCAPING PLANS. INDEX MAP 29 FLOW RATE 26. APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT -- GRADED SWALE ADJOINING PROPERTIES DURING THE GRADING PROJECT. 27. APPROVED EROSION PREVENTATIVE DEVICES SHALL BE PROVIDED AND MAINTAINED DURING THE RAINY EARTHWORK OUANTITIES: - STREET CENTERLINE SEASON AND SHALL BE IN PLACE AT THE END OF EACH DAY'S WORK. ------ FLOWUNE 28. ALL WORK SHALL CONFORM TO THE CITY AND STATE CONSTRUCTION SAFETY ORDERS. ��[ - 18 CONSTRUCTION NOTE 29. THE LOCATION AND PROTECTION OF ALL UTILITIES IS THE RESPONSIBILITY OF THE PERMITEE. GRAVEL BAG ROW 30. AN APPROVED SET OF GRADING PLANS SHALL BE ON THE JOB SITE AT ALL TIMES. GRAPHIC SCALE RAW 1,706,140 C.Y. 1,535,525 C.Y. 31. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE FROM BEGINNING TO COMPLETION OF GRADING o Sao .ao app [em D(PORT/IMPORT 0 C.Y. 0 C.Y. _ DOSTING STORM DRAIN OPERATION. SHRINKAGE(10%*)0 70,615) C.Y. 0 C.Y. - 32. ALL SLOPES SHALL BE PLANTED AND IRRIGATION FACILITIES SHALL BE PROVIDED FOR ALL SLOPES PER STREET IMPROVEMENT PLANS IN EXCESS OF 3 FEET VERTICAL HEIGHT WITHIN 90 DAYS AFTER COMPLETION OF ROUGH GRADING AND SOILS ENGINEER'S CERTIFICATE IN Ilse 1,535,525 C.Y. 1,535,525 C.Y. SHALL BE IN ACCORDANCE WITH ORDINANCE NO.882 PRIOR TO THE APPROVAL OF FINAL INSPECTION. 1 inch 400 tL - 33. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND G3SOILWORKS.INC.HAS REVIEWED THE PLANS FROM A MASTER DEVELOPER INSTALLED WALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY GEOLOGICIGE07ECHNICAL ENGINEERING STANDPOINT ONLY. THE AND FENCE-SEE MASTER DEVELOPER FROM HIS OPERATIONS,WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. PLANS ARE IN COMPLIANCE WITH THE GEOLOGIC/GEOTECHNICAL LANDSCAPE PLANS 34. THE DESIGNER ENGINEER SHALL PROVIDE A MINIMUM OF ONE(1)BLUE TOP PER FINISHED PAD,PRIOR ENGINEERING RECOMMENDATIONS PRESENTED IN THE REFERENCED NOTE' ESTIMATED VOLUMES FOR PERMIT PURPOSE. CONTRACTOR PROPOSED MERCHANT BUILDER TO ROUGH GRADE APPROVAL PROJECT REPORT(S)AND SUBSEQUENT ADDENDA. THIS REVIEW SHALL DETERMINE THEIR OWN QUANTITIES. INSTALLED WALL AND FENCE 35. APPROXIMATE DATE OF:BEGINNING OPERATION: JANUARY 2018 COMPLETION: JANUARY 2019 DID NOT INCLUDE CHECKING THE ACCURACY OF THE CIVIL AND SEE LANDSCAPE PLANS 36. NO ROCK OR OTHER IRREDUCIBLE MATERIAL WITH A MAXIMUM DIMENSION GREATER THAN 3 WILL BE STRUCTURAL ENGINEERING DESIGN AND DIMENSIONS,INCLUDING 0---7, EXISTING STREET LIGHT , PLACED IN FILLS WITHIN E REQUIREMENTS AREAS OR 3'OF FINISH GRADES,UNLESS THE LOCATION,MATERIAL, LINES AND GRADES OR COMPLIANCE WITH BUILDING CODE PRIVATE ENGINEERS NOTICE TO CONTRACTOR - , WHICH ARE UNDER THE PURVIEW OF OTHERS �� EXISTING FIRE HYDRANT AND DISPOSAL METHODS ARE ARE SPECIFICALLY APPROVED BY THE SOILS ENGINEER. Q�pFEssiorv,� THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURE SHOWN ON 37. THE ENGINEER MUSE SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND OBTAIN INSPECTION BEFORE ego �,1,MGR/,yq`�� Q - -- -- EXISTING WATER LINE APPROVAL I-1054 THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS.THESE LOCATIONS ARE Q� h9 2m -- - EXISTING WATER LATERAL PROJECT NO.: AtiD I-3oz9 � APPROXIMATE AND SHALL BE CONFIRMED BY THE CONTRACTOR, SO THAT ANY NECESSARY AND METER BOX 38. GRADING PLANS WILL NOT BE APPROVED UNTIL ALL RETAINING WALLS ARE APPROVED BY THE BUILDING "+ Hp GE2726 ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR GRADE OF THE PROPOSED IMPROVEMENT.THE DEPARTMENT. Exp.9-lo * CONTRACTOR IS REQUIRED TO TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY EXISTING WATER VALVE 39. THIS SITE HAS OBTAINED A NATIONAL POLLUTION PREVENTION ELIMINATION SYSTEM(NPDES)PERMIT TO REPORT(S)DATE u-8-rl nNo 8-IA.- iT * cf ��c e LINES SHOWN AND ANY OTHER LINES NOT ON RECORD OR NOT SHOWN ON THESE PLANS,AND ---rs._=_ EXISTING SEWER LINE REGULATE MUNICIPAL AND INDUSTRIAL STORM WATER DISCHARGES. qT h IS RESPONSIBLE FOR THE PROTECTION OF,AND ANY DAMAGE TO THESE LINES OR STRUCTURES. E of cP�- CONSTRUCTION CONTRACTOR AGREES HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY -----J L-- EXISTING SEWER MANHOLE SIGNATURE NPDES WDID :8 33C358736 DATE ISSUED:6/23/10 yI�''.,, r` _ FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING 40. DRAINAGE EASEMENTS WILL BE KEPT CLEAR OF ALL OBSTRUCTIONS.NO BUILDINGS OR WALLS SHALL BE • f;�`�7 `^' DATE i'i�' 8 6 SAFETY OF ALL PERSONS AND PROPERTY,THIS REQUIREMENT SHALL APPLY CONTINtJpUSLY AND PLACED WITHIN EASEMENT LIMITS.TEMPORARY IMPROVEMENTS ARE SUBJECT TO REMOVAL AT OWNER'S NOT BE LIMITED TO NORMAL WORKING HOURS,AND THAT THE CONTRACTOR SHALL DEFEND, WDID # 8 33C358736 EXPENSE. o /^/ /^/ INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL SIGNATURE DATE. (.� (.�0 OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING • Call 2 FLIT waMrig Days In Advance FOR THE LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. GRADING PERMIT NO. 3i iV REVISIONS: PREPARED UNDER SUPERVISION OF: SCALE WILSON MIKAMI CITY OF LAKE ELSINORE ENGINEERING GEOLOGIST- SOLS ENGNEER: OWNER v QeoTLss/ayq /Zs�r8 SxE� 1 G3SOILWORKS, INC. G3SOILWORKS, INC. McMIWN SUMMERLY, LLC o r, CORPORATION MASS GRADING PLAN (FOR LOTS 35, 37&38) SCOTT. 9884 DATE W 350 FISCHER AVENUE 350 FISCHER AVENUE 4343 VON KARMAN AVENUE CITY OF LAKE:ELSINORE a m RCE N0.49884 EXP. 9-30 18 DATE: 9 CORPORATE PARK T:.949-679-0091 9 COSTA MESA, CA 92626 COSTA MESA, CA 92626 SUITE 350 130 SOUTH M41N STREET y No.4ess4 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE IRt7NE1W 92606 F: s4s-679-oosl �•31920-1 DDA PHASES E AND G OF 17 LAKE ELSINORE., CA 92530 E.P.s1w„e APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND PH: 714-668-5600 PH: 714-668-5600 NEWPORT BEACH, CA 92660 SOH"" SUMMERLY DEVELOPMENT FlCE No. MARK DESCRIPTION BY pPPR. DpiE J} c[va �@ STA WS, D A MIT Q E ISSUED. RIVERSIDE RENCHMMIX NO.BM E-3-70.EIEV,1279.829. GROSS DISC IN CONCRETE POSE 72'NORTH�T www.g3soilworks.com www.g3soilworks.com T(949)955-0984 T(951) 674-3124 9jE cn�E KrERSErTXN of COR DON STREET AND MISSION TRAIL 27'EAST OF THE CENIERUNE OF MISSION TRpr DESIGNED BY: MAC DRAWN BY: WMC DATE:3-30' BASIS OF BEA ; � C F(949) 955-9429 F(951) 674-8761 BRAD FAGRELL,RCE# 920, CITY ENGINEER EXP.6-30-19 cDmuNE OF C&m STREET,BEING N5z52'4sw,BETWEEN MONUL�nS 3 AND 4,BEING THE CENTERLINE TI 1. = SHEET 1�•1�5"T' CHECKED BY: S.WILSON PROJECT MANAGER:S.WILSON INTERSECTIONS AND AND CEREAL STREET AND CORYDON I � IZ __ 60' i 50'FUEL MODIFICATION ZONE LOT'FFr TR.31920-1 LOTLINE& EXIST. FUTUREPROJECT WALL o't TO BE PERK NENTLY IRRIGATED IX.CEREAL ST 22'R�NT.CEREAL ST.38' FUTURE WALL ALONG BOUNDARY R/W 13' CURB 2O' LINE VARIES w R/W TO BE VACATED r RJW HALF WIDTH HIDDEN TRAIL LOT AY VARIES �� io w 12'HOA LOT I EX.5'CONC. 6' PROPOSED P LEV 1% i TOP OF SLOPE MASS PAD 1 10, 1.1WALKWAY . --- PER PUN FINISHED OR40E � iai Gi aI Z'1 AAAX FTIf 8 WALK ?1 v 2%) 1%) SFIALLOBEOROUNOED 4 4' VARIES VARIES W es_2'MEAL � - ..,...., . _----- - "• 1 1245.1 " 1� EXISTING GROUND -- gB --------- EXISTING GROUND ---- EXISTING GROUND EXISTING GROUND E - EXISTING GROUND / SEE SHEETS 5 AND 6 -------------�------___ -------- -- - ------ -- • - SECTION H-H � _ 5'BENCH --�---- �_._- _ ___ Q'3'7 3• EXISTING GROUND LLOTLITRAC BOUNDARY NOT TO SCALE FINISHED GRADEZ\ I~ 1235 ESTIMATED HIGH WATER LEVEL 12M ESTIMATED HIGH WATER LEVEL AR VARIES VARIES 3:1 3. 1 1220 E511MAIED 1.0%MIN. GB EXIST. 1 FINISHED GRADE FUTURE WALL ALONG GB 1220 ESTIMATED NORMAL WATER GB - DIAMOND DRIVE CURB 3'WIDE V-DLCH LL 4 FINISHED GRADE NORMAL WATER LEVEL 4.1 16'HOA LOT R� 16' I DETAIL'�O4 PER PLAN 1 LEVEL 2' 13' .6'C f0' 15'BE NCH PER SEE SHEET I1 PER PLAN SHEET 4 ON GB SEE SHEETS 12 AND 13 MASS PAD 1.0• WAUCWAY SECTION C-C VARIES SECNOT TI O SCALE ?� NOT TO SCALE 1.0%MIN. Copt 50'FUEL MODIFICATION ZONE 2;1/ �. FUTURE z TO BE PERMANENTLY IRRIGATED R PROJECT WALL o, • EXISTING GROUND I VARIES VARIES I FS 5 FS-PAVEMENT SECTION SEE SHEET 5 PROPOSED - PROP 14.5' PA T FINISH SURFi cr f5 SECTION E-E PAD ELEV 1% �OF SLOPE 6.C. 7,5 SECT> � NOT TO SCALE �FlNISHED GRADE _ 0'4• OR 24'GU R 8' TOP OF SHALL BEOF SLOPEF SLOPE ROUNDED 14' VARIES - ---- - 4 R/W 70' (R.O.W) R/W .. 1 r - PARKING ALLOWED - -___ __ - GB ------- EXISTING GROUND I5'BENCH EXISTING GROUND 1 (r .;, V HOA LOT i.� �i 1'HOA LOT EXISRNG GROUND ---- --- - 4' 5' 8' 18, 1 18' 8' 5' 4' " 12'DIRT --------- 3-1 3 ACCESS 4' LANDSCAPE S -PW PW SW LANDSCAPE AM4A ROAD 1235 ESTIMWTED HIGH WATER LEVEL 11 TI 4 CUT SECTION - I VARIES 2%MIN. 1 FINISHED GRADE VARIES MIRIES ' VARIES 2WX IN ( F.S. I TO 4:1 MAX. 2$ 31 1220.0 VARIES DETAIL A �gpA6E PER MA PA GB 1.0%MIN.7 v 1220 ESTIMATED NORMAL NOT TO SCALE ( LAN I.. 31 WIDE V-DITCH PER TS EV >:,.vo-.. '1�FWIISHEDG NORMAL WATER LEVEL 2% 2% I 2% 2X DETAIL Y ON SHEET 4 PER PLAN 60, PER DETAIL J ON LOT'FFF"TR.31920-1 " SEE SHEET 12 SHEET 4 O IX.CEREAL ST.22 �FUT.-CEREAL ST.38' � T' 3 SECTION D-D R/W TO BE VACATED R/W HALF WIDTH I DETAIL "A" DETAIL "A" NOT TO SCALE �, _� ` HEREON �N HEREON z 50'FUEL MODIFICATION ZONE FUNRE 3 TO BE PERMANENTLY IRRIGATED SEE SHEETS 6 AND 7 PROJECT WALL o,a z VILLAGE PARKWAY STA. 10 F43.56 TO 20t10.21 ' VARIES VARIES VARIES �I �lij SCALE: VERT.: 11"-4'0 EXISTING NOTES I 60' VARIES 2'MIN. < PAD ELEV -_\ EXISTING GROUND �- 27. VARIES 4'&VARIES VARIES 1. 6' AC/4-AB MIN) . w 2. 6"TYPE A-6 CURB PER S1D.N0.200 COUNTY OF RIVERSIDE \ 2� 3' 12'DIRT I I ----- 3. STREET SECTION TO BE VERIFIED BY SOILS ENGINEER ROADOPE�� �IXISTING GROUND OB EXISTING GROUND 17 1235 ESTIMATED HIGH WATER LEVEL F!" 1x�3' GRADING CONSTRUCTION NOTES PER FlNISNED GRADE -- ------- ----- EXISTING GROUND NO. DESCRIPTION QUANTITY UNIT .. //EXISTING GROUND 1 i REMOVE EXISTING 24 PVC DRAIN PIPE. 742 LE [ ------ -1`-----------GB -- ! FL E - 1235 ESTIMATED HIGH WATER LEVEL 1220 ESTIMATED - EXISTING TOE 2 REMOVE EXISTING HEADWALL. 4 EA PER PLAN -3.•1 3:1 OF SLOPE 3 CONSTRUCT SEDIMENT BASIN PER DETAIjL V AND TABLE SHOWN ON SHEET 3. 4 EA.3'WIDE V-DITCH PER . DETAIL"P ON SHEET 4 LEVEL 4:1 06' FlNISNED GRADE 0 VARIES 4 INSTALL 18"RCP&BEDDING PER RCFC&WCD STD.N0.M875. - 51 LF. 1.0 - NOR ESTIMATED CB 101 FINISHED GRADE 5 INSTALL 24"RCP&BEING PER RCFC&WCD STD.NO.M815. 75 LF. . 'NORMAL WATER SEE SHEET 13 - LEVEL SEE SHEET 11 6 CONSTRUCT 36"CSP RISER PER CASOA SE-2 MO DETAIL'P'ON SHEET 3. 4 EA SECTION 1-1 SECTION G-G 7 CONSTRUCT STREET UNDERCUT PER STREET SECTIONS ON SHEET 2 3 EA NOT TO SCALE NOT TO SCALE 8 REMOVE EXISTING RP-RAP WTRiIN GRADING LIMITS. 5,360 S.F. - 9 REMOVE EXHSRNG 36"CSP RISER. 5 Ek 3 10 REMOVE EXISTING HEADWALL AND RESTRICTED PLATE. 1 EA m 50'FUEL MODIFlCATKNJ ZONE `" 11 CONSTRUCT DOWN DRAIN PER DETAIL'r ON SHEET 3. 119 LF. FUTURE z z 50'FUEL MODIFICATION ZONE TO BE PERMANENTLY IRRIGATED FUTURE ��- TO BE PERMANENTLY IRRIGATED PROJECT WALL o,� PROJECT WALL o,� 12 INSTALL RP RAP PAD PER DETAIL D'ON SHEET 3. 1,000 S.F. VARIES �~i ' VARIES. - 13 CONSTRUCT 3.5'AC/4"AB(AWN.)ACCESS ROAD. 4,560 S.F. i. EXISTING VARIES I EXISTING VARIES VARIES 14 CONSTRUCT 3'V-DITCH PER DETAIL'I'ON SHEET 4. 3,906 LF. I PAD ELEV EXISTING PAD ELEV __ EXISTING GROUND 15 CONSTRUCTS V-DITCH INLET PER DETAIL'H'ON SHEET 4. 9 Ek �.. -- 42.5'&VARIES VARIES 16 INSTALL 12"PVC GRAN PIPE WITH PIPE ANCHORS(20'O.C.)PER DETAIL VON SHEET 4 535 L.F. Q2• 3' 12'DIRT 1 ?•/ 17 CONSTRUCT HEADWALL PER DETAIL V ON SHEET 4. 8 EA � ROAD 15 ELEV.PER PLAN � 3' 12'DIRT VARIES 78 % EXISTING GROUND -08 ACCESS IXISTING GROUND 19 CONSTRUCT CONCRETE COUAR PER RCFC&WCD SID.NO.M803. 3 EA. i ------- -- ------- - ------- 30 REMOVE EXISTING CONCRETE BULKHEAD. 1 EA. 3 ISLE PER PLAN PER PLAN 3'WIDE V-DOH PER '3j; K 1235 ESTIMATED HIGH WATER LEVEL FINISHED GRADE 2% 1235 ESTIMATED wATER LEVEL DETAIL'P ON SHEET 4 EROSION CONTROL.CONSTRUCTION NOTES ' FINISHED GRADE ,. 37 A 12G�.0 VARIES PER PLAN 15'BENCH PER VARIESNo. LSCRPiION QUANTITY LINT 11. 1.0%MIN. 1220 ESTIMATED 3'WIDE V-DITCH PER DETAIL'J'ON CB t 0%MIN. 1220 ESTIMATED 20 INSTALL GRAELBAG ROW PER DETAIL A'ON SHEET 15. 2,300 LF. .. - NORMAL WATER DETAIL Y ON SHEET 4 SHEET 4 FINISHED GRADE -NORMAL WATER 21 CONSTRICT STABILIZED CONSTRUCTION ENTRANCE PER CASOA TC-1 AND DETAIL'0'ON SHEET 3. 2 EA SEE SHEET 13 FINISHED GRADE LEVEL SEE SHEET 12 1220.0GB R LEVEL 22 INSTALL FUTURE CATCH BASIN INLET PROTECTION PER CASOA SE-10 AND DETAIL"B"ON SHEET 15. 4 EA SECTION J-J SECTION K-K FINISHED GRADE 23 INSTALL STREET DESILTING BASIN WITH VEHICLE ACCESS RAMP PER DETAIL'R'ON SHEET 3. 2 EA. NOT TO SCALE NOT TO SCaE 24 INSTALL SILT FENCE PER DETAIL'S'ON SKEET 3. 3,000 LF. 25 26 INSTALL HYDROMULCH ON SLOPES. 5M,5441 S.r. V.Ob 6v 3/2611t ENGINEERING GEOLOGIST: SOILS ENGINEER: OWNER REVISIONS: PREPA o UNDER SUPERVISION OF: SCALE; WILS®N MIKAMI CITY OF LAKE ELSINORE ee�[ss DATE CORPORATION 0 FIS H RKS, INC. 50 FIS H RKS, INC. McMIVON SUMMERLY, LC (FOR LOTS 35, 37&38) y ��r�/� SCOTT M.YALSON DATE MASS GRADING PLAN s" T 2 y 350 FlSCHER AVENUE 350 FlSCHER AVENUE 4343 VON KARMAN AVENUE, s RCE No.as88a EXP. s-3o-16 DATE: CITY OF LAKE ELSINORE �� o� 9 CORPORATE PARK T: 949-679-0090 9 COSTA MESA, CA 92626 COSTA MESA, CA 92626 SUITE 350 130 SOUTH MAIN STREET » No.49854:A THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE VATH THE RVI E SUITE CA 92606 F: 949-679-0091 TR. 3920-1 DDA PHASES E AND G 1F n LAKE ELSINORE, CA 92530 E.P. �w/re ♦ APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND PH: 714-668-5600 PH: 714-668-5600 NEWPORT BEACH, CA 92660 WIDE SUMMERLY DEVELOPMENT FILE NO. www.g3sollworks.com www.g3soilworks.com MARK DESCRIPTION BY APPR. BALE J}A crv�� tee. STATE LAWS,AND A PERMIT CAN BE ISSUED. RNERSEC BENCHMARK MD.8M E-5-70. WI TRAIL 9. BRASS OF IN CONCRUN POST IS NORR OF Y 9 9 T(949) 955-0984 T(951)674-3124 OF GALA DATE: 3-3D-1$ BASS OF 8E C0RYD0N T AND MSSXNd TRAIL zr EAST THE cENERUNE of AssaN TRat DESIGNED BY: WMC DRAWN BY: IWAC BASIS OF BEAPoNG: SECTIONS AND QUANTITIES i� OS F(949)955-9429 F(951) 674-8761 CHECKED BY: S.VALSON PROJECT MANAGER:S VALSON BRAD FAGRELL,R 9 43920, CITY ENGINEER EXP.6-30-19 C oC REa STREET,8E 5752'48'W,BETWEEN MONUMENTS ND 4,CBEINGNTHE DUNE i PIPE V-DITCH 1/4 TON ROCK CLASS UNLESS 4 3'-U" 4" •� •••• 77•"• THERWISE NOTED ON PLAN 6"x 6' - W 1.4 x W 1.4 W.W. \ GRAVEL BAGS 7 FOOT HIGH // 9ZE�PER�.PLA FL OR INV.PER PLAN - � I• ' Q cc) - _ STRE_ .r... ;� ECTION E FLOW � r OPTIONAL + __ 6 � + EXCAVATED ROADBED 'IO O 0 O OAP - + �2 I D s 15% 15R s -III-- -. NON-WOVEN GEOTEXTILE DOWN DRAIN 12" BEN / MAX SECTION B-B FILTER FABRIC ANCHOR ..,- T + X F.L. + #4 BARS t/4 TON ROCK CLASS UNLESS OTHERWISE NOTED ON PLAN t?/+ / O OQ '`'5 - + f / R20' �',5,* EARTH BERM AT 15%MAX j OOOOOooOo z .• SJ�PO GRAVEL BAGS 1 0 O O i B #4 BARS---- F O� �+ �p0 vG RO 15 A N 10 tJi o: /V0�' O� f ft SECTION X-X �' + SECTION 'D-D' i o p NOTES: DOWN DRAIN ANCHOR TRACK CLEAN 1•� O + IN V R VERTICAL EVERY AN s t 1. CONCRETE SHALL HAVE A MINIMUM ULTIMATE STRENGTH AT 28 DAYS OF 2500 p.s.i. IN VERTICAL HEIGHT AND O(141J� OO oO CONCRETE MAY BE PNEUMATICALLY PLACED AND SHALL CONFORM TO SECTION 2621 AT TOP & TOE OF DOWN 3" TO 6" COARSE p• SO OF THE UNIFORM BUILDING CODE. 8" DRAIN. AGGREGATE STREET DESILTING BASIN DOWN DRAIN FILTER FABRIC \d VEHICLE ACCESS RAMP PER PLAN 2. REINFORCING SHALL BE 6"x 6" - W 1.4 x W 1.4 WELDED WIRE MESH (W.W.M.) OR APPROVED \ EQUAL. X NOT TO SCALE 3. GROUND SHALL BE PRE-WETTED TO THE SATISFACTION S RIP-RAP PAD DETAIL OF THE CITY ENGINEER PRIOR TO PLACEMENT OF O GRAVEL CONSTRUCTION ENTRANCE D NOTES D NOT TO SCALE CONCRETE. MOISTURE LOSS RETARDENT SHALL BE USED WHEN REQUIRED BY CITY ENGINEER, NOT TO SCALE DOWN DRAIN DETAIL CASOA TC-1 STABILIZED CONSTRUCTION ENI'Ma/EXIT 1. Construct the length of each reach so that the change in base elevation ' NOT TO SCALE along the reach does not exceed 113 the height of the linear barrier, in no case shall the reach length exceed 500'. 2. The last 8'-0" of fence shall be turned up slope. LEGEND Max reach=500'(see note 1) Tamped backfill 3. Stoke dimensions are nominal. EM 3 Slope direction 4. Dimension may vary to fit field condition. Optional maintenance 3 opening detail Direction of tow 5. Stakes shall be spaced at 8'-0' maximum and shall be positioned on Cross barrier downstream side of fence. SEDIMENT BASIN CHARACTERISTICS (See note 10) EXIST/N PROPOS D PROPoS D PROPOS D Wed stake BASIN 5 BASIN 6 BASIN 7 BASIN 8 Fabric Fabric 6. Stakes f0 Overlap and fence fabric t0 fold around each stake one full turn. Secure fabric to stake with 4 staples. p As=MIN.SURFACE AREA RED. 57,857 FT-2 73,714 FT^2 26.143 FT 2 57,430 FT 2 PEAK INFLOW 10-YEAR 6-HOUR STORM 1J.5 CFS 17.2 CFS 6.1 CFS 18.3 CFS 7. Stakes shall be driven tightly together to prevent potential flow-through of STORM VOLUME 10-YE4R 6-HOUR STORM 1.75 AC-FT 2.26 AC-FT 0.79 AC-Fr 2.49 AC-FT sediment at joint. The tops of stakes shall be secured With wire. BASIN BOTTOM LENGTH 240' 272' 162' 280' P BASIN BOTTOM WIDTH 240' 272' 162' 280' 8. For end stake fence fabric shall be folded around two stakes one full turn BASIN DEPTH 4.0' 5.0' 4.0' 4.5' and secured with 4 staples. f BASIN SIDE SLOPES 5 H:1 V 5 H:1 V 5 H:1 V 5 H:1 V BOTTOM OF BASIN ELEVATION AT LOWPOINT 1262.0 1261.0 1265.0 1261.0 Toe of slope A Crass barrier 9. Minimum 4 staples per stake. Dimensions shown are typical. ' INVERT ELEVATION OF OUTLET SIZE PER PLAN 1 PLAN 01 NUMBER OF HOLES PER ROW DIA 3 ROW 3"EA 4 ROW 3"EA 3 ROW 3'U 4 W 3'EA o I 10. Cross barriers shall be o minimum of 1�3 and a maximum of 1�2 the DRAWDOWN TIME WSE<0.04' 29.25 HOURS 35.25 HOURS 31.83 HOURS 46.75 HOURS height Of the linear barrier. MAX WATER SURFACE DEPTH 264. 2.2. 1.8.6 2.3.1 SILT FENCE End detail 11. Maintenance openings shall be constructed in a manner to ensure sediment 051 MAX WATER SURFACE ELEVATION 1264.3 1263.3 1266.8 1263.1 EMERGENCY OVERFLOW CHARACTERISTICS 27X2" WOOD STAKE NOT TO SCALE remains behind silt fence. RISER DIAMETER 36" Jr 36" 36' Silt fence Silt fence TOP OF RISER ELEVATION 1264.0 1263.0 126Z0 1263.0 Fabric 12. Joining section shall be not to placed of sump locations. sa Be 100-YEAR PEAK FLOW 34.1 CFS 42.8 CFS 15.9 CFS 45.1 CFS Gravel bags 13. Sandbag rows and layers shall be offset to eliminate gaps. MAX OVERFLOW WATER SURFACE ELEVATION 1265.0 1264.3 126Z6 1264.5 TOP OF BERM ELEVA7ON ADJACENT BASIN 1266.0 1266.0 1269.0 1265.5 End stake FREEBOARD 1.0' 1T 1.4' L Toe of slope (See note 2) O' /� � C i See note 10 6, --"It fence 1 N CROSS BARRIER DETA� DETAIL A SECTION C-C I Z' TOP OF RAISER ELEVATION PER PLAN '� 1 -------------------------------------------------- Setback varies CSP RISER Fabric section B 5"DIAMETER MINIMUM COBBLE STONE PLACED (See notes 4) SIZE PER PLAN (See notes 6,7&12) END DETAIL 2'MIN. H� AROUND RISER TO ABOVE HOLE ELEVATION Stake B LEGEND Tamped bockfill SILT FENCE DETAIL � n 2"XY Wood stake Stake A FL ELEV. O "3"DIA.HOLES, 9"-It ON CENTER AND STAGGERED Fabric (See notes 3&5) Slope direction S NOT TO SCALE f 4 REBAR PER PLAN (SEE TABLE FOR X OF HOLES PER ROW OR 2/ROW IF '� ^^�- Direction of flowk1c .3. NOT SHOWN IN TABLE) Toe of s pe Fabric section A WELDED(TYP) PVC OUTLET PIPE - 1% Slope (See notes 6,7&12) SIZE PER FLAN _� ___ ____ 1// --*-- See detail A Fabric SID.ES.P. _ �I Stoke 8"MIN.(TYP) Stake 3°GUNITE 6"x 6"- JOINING SECTION DETAIL �� W 1.4/W 1.4 WWM 21 ..�'.- •- 7 FT MIN DIAMETER (TOP VIEW) CONC.COLLAR PER RCFC . •t 1/2' I/2"z 2'STEEL STRAP &WCD STANDARD M803 '• 1 �, Y 27XT Wood stake WITH 3/8"BOLT INV PER PLAN '✓o (See note 3) A5 Toe of slope Fabric L J diameter End stake SET TEE SECTION IN WET ANCHOR BLOCK MIN.5SACK/C.Y (See notes 8) _� CONCRETE FOOTING& CONCRETE OR METHOD APPROVED (- TROWEL INSIDE TO DRAG BY CITY ENGINEER. I- 1/2' „} andbags(2-layers height) P DRAIN PIPE AND RISER SECTION A-A END STAKE DETAIL I End stoke �{I NOT TO scuE N (TOP VIEW) STAPLE DETAIL OPTIONAL MAINTENANCE NOTE OPENING DETAIL SEDIMENT BASIN DETAIL O NOT TO SCALE Nod 6V 3/26�/9 (SEE NOTE 9) ENGAVEERINGGEOLOGW: SOLSENMEER. OWNER REVISIONS: PREPARED UNDER SUPERVISION OF: SCALE: W►LSON MIKAMI CITY OF LAKE ELSINORE pROFLss10 /- E CORPORATION G3S01LWORKS,INC. G3SOILWORKS, INC. MCMIWN SUMMERLY, LLC (FOR LOTS 35, 37$38) W eI SCOTT M.WILSON DATE oti 7 o c RCE N0.49884 EXP. 9-30-18 DATE: MASS GRADING PLAN MEET 3 350 FlSCHER AVENUE 350 FlSCHER AVENUE 4343 VON KARMAN AVENUE, CITY OF LAKE ELSINORE �„ 9 CORPORATE PARK T: 949-679-0090 COSTA MESA, CA 92626 COSTA MESA, CA 92626 SUITE 350 130 SOUTH MAIN STREET No.49884:a THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE SUITE tW OF PH: 714-668-5600 PH: 714-668-5600 NEWPORT BEACH,CA 92660 F: sas-679-post LAKE ELSINORE, CA 92530 * Exp,sisoi,e * APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND IRVINf,CA 92606 TT3.31920-1 DDA PHASES p E AND G 17 s nva STATE LAWS, D PERMIT CAN BE ISSUED. ptY m. SUMMERLY DEVELOPMENT 1 nv N0. www.g3wlworks.com www.g3soilworks.com T(949)955-0984 T(951)674-3124 "ES orsceronoN er ate. o�n r9lF CA`\ r BASS OF BE ooN �N 2 27�OF M CENTERLINE OFF wswa+�r DESIGNED BY: WMC DRANT7 BY: WMC DATE: 3.30-1 of eENawc: F(949) 955-9429 F(951) 674-8761 BRAD FAGRELL,RC 43920, CITY ENGINEER EXP.6-30-19 cERRRUNE C`Ny 51AEEr.�tw r z'aew,�IWTEN MorasWurs 3 Nb a,�Nlc rHE r�rm+ S' lot►b CHECKED BY: S.WILSON PRO•ECT MANAGER:S.NILSON T Er. i 3.0' 3'Processing/Recompactlon Zone For Alluvial Slope Face A B FG PER PUN r •® '�` 3)� fslf 'qC FOR SLOPING TRENCH WALL FOR VERTICAL TRENCH WALL _� FIG PER PLAN 3:1 SL a Provide Proper Stuflcial Slope Cover to I SEE GRATE ASSEM&. A" ed p/pe i TRENCH MOhf 2.0� DETAIL�V SHEET 3 5' 5' ----- ,� 3' to�e �e F8c �(See Separate Recomm®ntlatians) A' _ /4( 3M)BARS I \ //� Seel Top -� erooee z +_ ,-•��'- Provide Positive � 1 * 1 G7 g" Dr110,ain 1.S:1 Backcut Drainage to Outlet 1 p • I i v I TOP OF RISER PIPE FL) FLOW r FLOW Height mm 14' FL V-DRCH ELEV.PER PLAN t. ..�^ p/pf s� I ELEV PER PLAN 6"� UNE LINE ng„�.as XL o.�eoprowa Fabric auto a.ckc,-______y o. n .•.., o TYP 12" CSP INLET ---- /"------^• � � 2 w 14 GA' Configuration shown should OPTONAL 1 I I eywaY(30'Width Typical) V-DITCH ELEV. PER P N CONST JOIN I IN be considered illustrathro. 1 4• I AVERT ELEVATION PER PUN Actual configuration to be EXPLANATION PIPET iW mn determined at time of BEDDING j1, z a 4"Slotted(0.020)Sch.40 PVC Collector Drain 8 Curved Sanitary Sweep Canned: s s construction to attomodate actual conditions and INVERT ELEVATION PLAN maximize drainage flow Cuss 11 Pervious Drainage Nix(Caitrons 65-2.02F(3))t 6-9 cuft/ft f2'MIN PVC STORM DRAIN PER PLAN 4-Blank(Le.,non-perforated)Sch 40 PVC Outlet Pipe-Every t 200'On-Cemor 79D " SECTION 'A-A" C)Nn..d Notes UNDISTURBED EARTH i)Not to scale. A Y SEE SHEETS 11, 12 AND 13 2)Locations and depths to O "Shading Drainage Envelope"Around Outlet Pipe to Slope Face it 3-4 euf[/Iineai N) A. MN L...SECTION B-B be_detormined ba V-DITCH DRAIN INLET DETAIL sso on B 3)A 1 work Is to e(performed perforated � �Outer/Cap SECTION A-A NTS under observation of and is subject to approval by this Nbafl 140N Cover for Daylight-2'Overlap 7.5' 9" Rrm. : 4)All aterials shall CObble Mix Cater E < PAPA• 2 14 84RS constructea according to n factumr's speciflcatlon Select Proeesseaad/Compaetetl Engineered Fltl(Clayey Sand) Gym and G3 remmmendattons. TABLE A I'S -•pRaET e Dreln r,sal r+,�z.-m 3c'zT-A M y zeta 5)Se G3 Solis Report for more mformanon. ( '� GS�tWorksPIPE JC 2 'Ltl 4/ :. 12"PIC 5.5' 9" aNffXYogaYirA'-Fat L k fl G forn a Figure're vw.wtasgi .M.w.-n = SLOPEIT DISTDISTANCE Y:1100 (MMAX) SLOPS / `�' I '- 2 14 B4R5 100 IT( K(1.20 m) E �1/ PER PUN ' 1 OP..... ... TOE DRAW DETAIL 97- 14'( E<2.40 m} ;�PER PUN / / 1:OX 5=0.01 ..........�{ - E NOT TO SCALE ELEVATION - 2-14 BARS ... 50 16'( T(3,65 m) 8o i I 12'PX Fi PIPE ANCHORS T� r i 40 ta'( S• / 1 r ss 20'( 20 (aoo m) b i'/ PER PUN X RIP-RAP 2-14 BARS PER PUN / 1.OX S=O.01 } 2 0 "Select Engineered Fill"-Clayey Sand ANCHORS SECTION "C-C" b3 Proposed Grade b t1270 Ogtar Slope Envelope for Surf ciai Stability - -� - NOT TO SCALE iS'-Wide Benchtol } RIP-RAP 2-14 BARS Engineered Fltl (Elevation Valves) 3:Slope Faces Cut Snale RIP Process pact "``" 20' � ` � � \ ' � into Natural Ground NOTES: - 1Y PVC �*Y Outlet}Provide ( ) INV ELEV SECTION "D-D" rt1247 .-Emsdeo 1.ANCHORS SHALL BE CLASS 450-C-2000 265-C-14 CONCRETE. PER PUN ._ _ ______________ _ __ Non-Erosive/ NOT TO SCALE �'x� _ __ _ � Pav r I 2,FOR CLAY PIPE,ANCHORS SHALL NOT BE PLACED WITHIN 8"(150 nun)OF THE PIPE dtXNT. 1'UP � _ -, i'LAP •'•ty Ovarotc Key pryp 8.10✓ _ d• hard Pipe" / J` / xl• to acceptable 3.TRENCH SHALL BE BACKFILL PER NOTE 4 ON SHEET 2. aD" �r-v+t-rr-rr-7n-ri aMavaFbw outlet) / W'-7n n7.->r17-Y-_ --7-nn-.ter-nn -4.SPACING OF ANCHORS FOR PIPE SLOPES BETWEEN VALUES SHOWN IN TABLE"A"MAY 8E pROPOftTIONED. � / � \ 11"PVC Native Soil t73 Rot.°roc �') \ LINE OF INV Curved Tee Connection/Z a„Poc�A �. FOOTING PER PUN Sanitary Sweep for dean out 30'Ptlnimum / ! V UP -- - Daylight Key 30,Mi tra W STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION ! �((Pl / i M PIPE ANCHORS' 1�BOTH'it P � qQs+ � � � � Drain• Dab of key) runic spats enuouos ac, AND BACKFILL STABILIZERS 221-2 - ,t uaa 4"Slotted Sch.40 PCV(Slat 0.020) 14 0 12 OC LINE Of w/S cult/it Cal Trans Class it Pervious(Caltrans 66-2.02 F(3)) N P P P (BOTH WAYS)/ -- \ FOOTING N \ "Be / \ 4"Outlets @ 1-2"(Pref.)Positive to outlet/face-Every 200'staggered relative to Toe Drain outlets / \O "B" / \ aBa Provide Paved Conveyance Swales or"hard pipe"to acceptable outlet(e.g.,15'vegetated swale)PIPE ANCHORS DETAIL / / P P \ Daylight Key- NOT TO SCALE 1/ \ \ 4 0 12"OC / \ 14 0 12"OC Toe;9:1 Projection from Toe of Proposed F111 Slope (BOTH WAYS) (BOTH WAYS) 30'Nin.Horizontal Projection to Daylight on 3.1 Slope Refer to Recommendations a Geotechnir Recommendations Min 1 Depth below Existing alNative")Grade Far Nore Details Min 15'Width-Tie to General 5'Overex for Grading ay 20 W-3 D" H gM KaY Detail RgseM}A13 M ' P P P P P "ZP P P V. P P P C'2aSaiiWorks yc'ro Lake Ek ncre,C_laforr a Fi9u.c J7. FL 2%MIN. 2%MIN. 4.0' "�'" 2.0' PER!I>1 4.0' J 4. ' air1.0' �N 4.0' F DAYLIGHT KEY DUAL 2:1 MAX. 2:1 MAX. 10.0' 10.0' NOT TO SCALE _ CASE "A" CASE "Be D=V-6"TYP. .y NOT TO SCALE NOT TO SCALE (UNLESS OTHERWISE - NOTED ON PUN) PER PLAN � ____2.0_' L� u 14 0 12"Oc- 8"x6"-W1.4xW1.4 W.W.M. (BOTH WAYS) I I-17 I 3 1-11 BAR 1-14 BAR SEE SHEETS 11, 11 AND 13 T ` I- I 2"CLR 2'CLR 3' 12'DIRT t - I- �1 I ) 14 0 it OC 14 0 12"OC T V-DITCH DETAIL - }.- - "' ( 72" ( (BOTH NNys) (BOTH WAYS) y PER PUN i pVC 75' 7.5' 7.5 75" 2% TUTS - 2"CLR I -FrI FL E Ev. k ....:.... :.. 1 .,. •_ PER PLAN NOTES - - - - - - - - INVEL 3'WIDE V-DITCH PER PER PLAN "f HEREON 1. CONCRETE SHALL HAVE A MINIMUM ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI. 2.0' 2.0' CONCRETE MAY BE PNEUMATICALLY PLACED AND SHALL CONFORM TO SECTION 2621 OF RIP RAP SEE SHEETS 11, 12 AND 13 THE UNIFORM BUILDING CODE. WING WALL REINFORCING FRONT ELEVATION _ 15' BENCH DETAIL 2. REINFORCING SHALL BE fi x 6" -W 1.4 x W 1.4 WELDED WIRE MESH(WWM)OR APPROVED EQUAL NOT TO SCALE HEADWALL SECTION "B-B" •� a. 3. GROUND SHALL BE PRE-WETTED TO THE SATISFACTION OF THE INSPECTOR A BETTER TERM OR ENGINEER NOT TO SCALE NOT TO SCALE 1. CONCRETE SHALL BE 560-C-3250. NOT TO SCALE PRIOR TO PLACEMENT OF CONCRETE.MOISTURE LOSS RETARDANT SHALL BE USED WHEN REQUIRED 2. ALL REINFORCING SHALL BE I4 BARS.ALL VERRCAL BY CITY ENGINEER. AND HORIZONTAL TIE BARS 0 12' MAXIMUM SPACING. WING TYPE HEADWALL DETAILS 3. EXPOSED CORNERS SHALL BE 31e CHAMFERED. NOT TO SCALE 006 3v axv.iia ENGINEERING GEOLOGIST SOILS ENGINEER OWNER: REVISIONS: PREPAR UNDER SUPERVISION OF: SCALE: fil WIL,SON MIKAMI CITY OF LAKE ELSINORE I S QgOFESSI G3SOILWORKS, INC. G3SOILWORKS, INC. McMILLIN SUMMERLY, LLC (FOR LOTS 35, 37 &38) g��� M i� SCOTT M.WILSON `lLQ ! ATE e C O R PO RAT►O N 4 o v' RCE NO.49884 EXP. 9-30-18 DATE: MASS GRADING PLAN SHEET g 350 FISCHER AVENUE 350 FISCHER AVENUE 4343 VON KARMAN AVENUE, = 9 CORPORATE PARK T: 949-679-0091 CITY OF LAKE ELSINORE � I COSTA MESA, CA 92626 COSTA MESA, CA 92626 SUITE 350 H No.498e4 A THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE WITH THE SUITE I� F. 949-679-0091 OF 9 130 SOUTH MAIN STREET RV NE,QA 92sos TR. 31920-1 DDA PHASES E AND G 17 Exp snoite >f APPROPRIATE CONDITIONS IT DEVELOPMENT AND/OR CITY AND PH: 714-668-5600 PH: 714-668-5600 NEWPORT BEACH, CA 92660 LAKE ELSINORE, CA 92530 WERSI SUMMERLY DEVELOPMENT FlLE No. MARK DESORPTION By APPR. DAIS Jy cevrL �@ STATE LAWS,AND A PERMIT CAN BE ISSUED. �j RIYERSBE�NOIMVA(tip,8t1 E-3-70.ELEV.1279,529. BRASS DISC N CONCRETE POST 72'NgtM T WWW.(J3SOIIWOTI(S.COfD WWW.tJ3S011WOf1(S.CODI T(949) 955-0984 T(9$1) 674-3124 DESIGNED BY: MAC7777[DRANTI BY: WMC 9� CALF\ DATE: 3.30'18 ISAmp ¶BEAPoNG MN SlfigT P!O MSSxX!TRAIL 27'EAST THE CENiERukE of MsgOfi tRAq.. F(949) 955-9429 F(951) 674-8761 BRAD FAGRELL, g 920, CITY ENGINEER EXP.6-30-19 cEN1ERUNE cEREu sREEr,t N57sa'4S a,eE wEEN utENrs 3 Aro 4,�r�n E cEN ERLNE DETAILS AND SECTIONS 11% CHECKED BY: S.WILSON PRO�CT MANAGER:S.WILSON NIEASECN s7iEE1 A'q pia . I ♦\ \` ,\ ��, tip- 6�,:I,r :� �ti � ,- = MAP/ ---- \� TRACT 31920-9Al \�• �\ "tip. �/�� ^�\�' � 1 \ ��r�° ti \ `\ . �\ \\� � \� ,� �, % ��\�s ��1 //� ✓ice, � :�_ �� ;�✓ �'"'�,,, � `\\ __ _ -� 3 ♦� � it�� _ ^� % ���'l��'���r'�� "ice��j'�,. � V �i°�� k `�4 V♦♦ \ �♦♦\ � -�� _ - � / \\\` /ri 1 I o f // � \ � �+ � ♦ v �♦ ir /__0All r k j i TRAC 1920-1 '` / ik � ��, F RE FACT 0-L1 hl= ' \ 1272Irm `\ O k� � 7, �`r�"16 \��f� �j♦( jX\ �\\ 1_ 'iL"7- i/ � N '`r � „^ ' rk�, �\ ��� � �\\\\ �(0'�` p� `9 \'�� E� i , f l / y � 12�30 TOP - 3r% R \ �� -- ..'..,.�� —f27} SEE 3FEET 6 SEE SHEET 7 ` CONSTRUCTION NOTES & LEGEND NOTE c 3 CONSTRUCT SEDIMENT BASIN PER DETAIL '0' AND TABLE SHOWN ON SHEET 3. �\ 30 LOT NUMBER SEE SECTION E-E AND H-H ON SHEET 2 5 INSTALL 24" RCP & BEDDING PER RCFC&WCD STD. NO. M815. PAD= PAD ELEVATION 6 CONSTRUCT 36" CSP RISER PER CASQA SE-2 AND DETAIL 'P' ON SHEET 3. GRAPHIC SCALE TC TOP OF CURB w o xo �o w uN BCR BEGIN CURB RETURN 19 CONSTRUCT CONCRETE COLLAR PER RCFC & WCD STD. NO. M803. I ECR END CURB RETURN - 30 REMOVE EXISTING CONCRETE BULKHEAD. b ✓ 3/26/ta c>x FEET r inch® 40 ,t, ENGINEERING GEOLOGIST SOILS ENGINEER OWNER REVISIONS: PREPA UNDER SUPERVISION OF: SCALE: WILSON MIKAMI CITY OF LAKE ELSINORE ,� pR01E5S1C /-ZS--� G3SOILWDRKS, INC. G3SOILWORKS, INC. MCMILLIN SUMMERLY, LLC �i SCOTT M.WILSON DATE CORPORATION MASS GRADING PLAN (FOR LOTS 35, 37 &38) ♦ SHEET J v r RCE N0.49884 EXP. 9-30-18 DATE: s 350 FlSCHER AVENUE 350 FlSCHER AVENUE 4343 VON KARMAN AVENUE, CITY OF LAKE ELSINORESUITE W„ CORPORATE PARK T. 949-679-0090 7 No.49884 A THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE F. 949-679-0091 1/ 5 COSTA MESA, CA 92626 COSTA MESA, CA 92626 SUITE 350 130 SOUTH MAIN STREET * APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND IRVINE,CA 92606 TR.M2(—1 MA PHASES E AND G PH: 714-668-5600 PH: 714-668-5600 NEWPORT BEACH, CA 92660 LAKE ELSINORE, CA 92530 e.cano"t 'f NCNN 9• 9 T(949)955-0984 T(951) 674-3124 N"RK DESCRIPTION BY APPP o�TE srq� Ems\! STATE LAWS, D A PERMIT CAN BE ISSUED. IONSEN ND.��3-70. 279829. �DISC IN CONCRETE PO 72; OF ry SvMWRL.Y DEVE .OMEN 1 FN.E No www. '3soilworks.com www.g3sollworks.com of CAU DATE: 3.30-1� OF CORYDON DESIGNED BY: WMC DRAWN BY: WMC BASIS OF BEARING: PAL F(949) 955-9429 F(951) 674-8761 BRAD FAGRELL,RCEI 20, CITY ENGINEER EXP.6-30-19 CENTERLINE OF CEREAL STREET,BEING N52'S2'48 N,BETWEEN NOrMA IS 3 AND 4,BEING THE CDURUNE ' 061 CHECKED BY: S.WILSON PROJECT MANAGER:S.1WLSON INTERSECTION CEREAL STREET AND sTaN: ST�Er CEREAL STREET CDRYOMT STREET. 'y65if � \\ TRACT 31920-9 0 - \\ \ \ t\ \ ko� \ti \u •c J?6 n�ss `�\ \0\ `L6 \G F'11 �� \�� XY7 \\ I i I ti 6kQ \ 0 6 P =1269.0 -. // / / JG � 0. 0 A \ry00. ,�00• 4 �0ti ti � '$$ 1 'L .(-. c \G It 7c \ ` � ``\\ PAD=12 /,/. \ti ee 5 \\ ? r? � s \ti � \\ 2Vr?sue• \ �, Y\\\ �? �s$ E �O \\. � / /� / "`1' 0h9 /�� ti0 ' \? hF �\�\ n r n � \\q. s r PAD=1268�3"1 �, /I/. q. cy'°s \\ '9• P -1 \ 00� \ \ti61`'.. '/0 TRAC 1920-10 - � - / ` — � 69.. '1/1, h`< s'� sr c'sir 5' tF\'L�i' s GF.,1 . 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PAD=1269.7 4's' 0 '� PAD=12ff9.6 J \ PAD=1270.4 57 PAD=126 +P=1269.3 �9.i ooi or \ 3 \ti 0\� p PAD=rz6s ro J/5 a fi \\ o otihc o 1 PAD=1267.8 / ,\` >, :fie 56 00 SEE SFEET 6A Q 0 BFEET 7A Q 0 ng� LEGEND NOTE CONSTRUCTION NOTES 30 LOT NUMBER SEE SECTION E-E AND H-H ON SHEET 2 - \ l j CONSTRUCT STREET UNDERCUT PER STREET SECTIONS ON SHEET 18 PAD= PAD ELEVATION GRAPHIC SCALE TC TOP OF CURB +o o so a ao leo BCR BEGIN CURB RETURN ECR END CURB RETURN �i filib 6v 8/30//Y 1 1x Tor 1 Inch= 40 ft REVISIONS: PREPA UNDER SUPERVISION OF: SCALE: WILSON M►KAMI CITY OF LAKE ELSINORE ENGINEERING GEOLOGIST- SOILS ENGINEER: OWNER: QRocLssl ORATION G3SOLWORKS, INC. G3SOILWORKS, INC. McMILLIN SUMMERLY, LLC ° w, SCOTT M.WILSON ATE MASS GRADING PLAN (FOR LOTS 35, 37 &38) �Q \ SHEET 5A o ✓' RCE N0.49884 EXP. 9-30-18 DATE: s 350 FISCHER AVENUE 350 FISCHER AVENUE 4343 VON KARMAN AVENUE, CITY OF LAKE ELSINORE s a 100ATE PARK R 949-679-0091 sulT€1oD 1�0p No a9BBa THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE F: 94s-679-0091 OF 10 COSTA MESA, CA 92626 COSTA MESA,CA 92626 SURE 350 130 SOUTH MAIN STREET RwNE,GA 92606 TR.31920-1 MA PHASES E AND G PH: 714-668-5600 PH: 714-668-5600 NEWPORT BEACH, CA 92660 LAKE ELSINORE, CA 92530 ADDED IN-TRACT LOT&STREET ROUGH GRADING -�.I$ 4 c.o vmite f APPROPRIATE CONDITIONS IT DEVELOPMENT AND/OR CITY AND BENCHMARK MARK DESCRIPTION BY APPR. DATE sr9 clvtL \@ STA LAW$, N ERMIT C BE ISSUED. RIVERSIDE BENCHMARK NO SM E-3-70.ELEV.1279.829. BRASS DISC IN CONCRETE POST 72'NORTH OF'I" SUMMERLY DEVELOPMENT FILE NO. www.g3soilworks.com www.g3soilworks.com T(949) 955-0984 T(951)674-3124 GF CAUF DATE: 4'l2"I IN ERSECaN of CORYDON STREET AND MISSION TRAIL. 27'EAST OF THE CENTERLINE OF MISSION TRAIL. �' F(949) 955-9429 F(951) 674-8761 DESIGNED BY: WM1C DRAWN BY: WMC BRAD FAGRELL,RCE 920, CITY ENGINEER EXP.6-30-19 CESN ER NE OFIS 01 INCEREA 5 NEE.BENG N5752'4814,8E TEEN MONUMEN S 3 PND 4,BENG THE CEMERLNE i V �)A CHECKED BY: S.WILSON PROJECT MANAGER:S.WILSON INTERSECTKN$OF cE STREET AND S70NEtAW STREET AND CEREAL STREET AND CORYDON STREET. l I BU SHEET J '�i , i �`i A A V o /i �� �/ O^' As �.` d ,Y, ,l 1200 TOP 38CL R ! �\\ 4� ti.. SED&E A11ON / BASIN an 1✓ TACT 31 20-10 ,r°j� \� ,iL 46� ra / �\` \ti; / ^�•a/ / .a' 1URE / OJECT WALL _�..-._.- \R _TRACT 31920-11d /q� \� �, \ ry _ 1 i% j/ � / / / j 4- FUTURE_ 319 � TryRryAC.�,gT � 2 rf 4`�1 6~' ��_,,�0 / /// rp' / ~ J R, 3 1 JLL-11 LLJ 1 \ \ \\\\ \ o' 77N1 T'ARCEL -5 r_ I VA vA�l�i�'t\,v 1yv a�. �� '°` ! v A ` yv�v\V��v \yAA� l by v\� �� 1, � / � � � j ,�� �t�► �¢ u � LIMITS\ F E/�GRADft \t` \ \\ \ a\';+„ \ `\ , hart \ � , 1 � ,✓ , / v tiY�\•vS;yin m\ 01 CONSTRUCTION NOTES L \\\��• \,\ „t 1,�, J+ �._I % 2 ,REMOVE EXISTING HEADWALL. y\}' _ ) 1D 1 I / ` '� 3 / CONSTRUCT SEDIMENT BASIN PER DETAIL '0' AND TABLE SHOWN ON SHEET' 3. _� ^�' LIMITS (3 t/G GRADS y li\l\,�l\, ��'t,4 �v '�"i �j"Jf ! /O / / 5. INSTALL 24" RCP & BEDDING PER RCFC&WCD STD. NO. M815. I / q LOT TINE CONSTRUCT 36" CSP RISER PER CASQA SE-2 AND DETAIL 'P' ON SHEET 3. "` �\ , ,,t ,1 , ;•} ,1t,`,t a a: / %�/� s qY/ 7 UCT STREET UNDERCUT PER STREET SECTIONS ON SHEET 2 ;+,'•, t'�`, 1\, ,' ,t .l �r tiLF'9= :1`'-:; t, ,'1 ( PRO. STOW, '� \ \ ..,�� ��f � $ REMOVE EXISTING RIP-RAP WITHIN GRADING LIMITS. �. 7 'lam 5 „ ' SEPA E ,� A ,�R' '\`',`tt FUTURE TRACE 0-25 i , { ;ttt;,`,,t;,\t,t, „},tl\ i 1 NOTE L, r Nil ,,t',, rR. 31 93Q2 0,T) 27, / N , LOT 30 ikr , r� i + \l"t --- ----- ---- I �'l1 p r� \ r 'I- / j I. _ 4 SEE SECTIONS ON SHEET 2 tt V^ i 1 1 tU;tJ11 RCVL. L.r /�'� /�// �� �tll� `2a'.-- 4 lr 12e� I 6A LEGEND I-WOO1t ,a0 30 LOT NUMBER 3 `r 1�1 it1,1 f �' / -/ /G / "' f I i-I I }.iV1t r 4• 1 j ' ` PAD= PAD ELEVATION y \51 't iiilViVlli l i t ti 1 / - - .T, � � - --- ...`g i\' `Y ��l 11��i}i�,iili�i� /� ' I NI' -- TC TOP OF CURB ,t + ��r+ 11!:I r{} I IIII, I ti -\i ! / / , , I-',?A2,-C1,-11}11 o. - - BCR BEGIN CURB TURN I y ln I, /� 6 / / / / / 41 / / / / `r' ` I 11 - ECR END CURB RETURN 1 F / / 7/ v r V Ld s\ i r \ I11 I A / / FUTURE TRACT STOR ,t'. Y PER < ) \ (\ % BOUNDARY ; EPAR4T;V \ r i a�/, UTUR RACT 3192fl=23 �I 319 7 77 25..' + \ �Tm LL/ 26 __ � GRAPHIC SCALE-r--__ -.:'<.M,?,� , ,.,('� ' �i�yd yt�11` N17 ill � � �i III ' b� / /// ✓/ /L/ �� � I i � 1 i i. ir'1i, V I 7- - \ A _ _ t* ) r inch 40= 4o n. �, •.�.._. .` i.,1�i,L,I�1 rrll. .{I,�3..{ii� //, SEE SFffr 8 9JA4 Qv 3i:6iir ' M ENCdNEERINGGEOLOGIST SOILS ENGINEER OWNER REVISIONS: PREPARE UNDER SUPERVISION OF: SCALE: yyILSON MIKAMI CITY OF LAKE ELSINORE ppOFESSI G3SOILWORKS, INC. G3SOILWORKS, INC. McMILLIN SUMMERLY, LLC °��IL r SCOTT M.WILSON ! DATE CORPORATION MASS GRADING PLAN (FOR LOTS 35, 37 &38) SHEET 6 CITY OF LAKE ELSINORE f RCE N0.49884 EXP. 9-30-18 DATE: 9 CORPORATE PARK T: 949-fi79-0090 350 Fl!iCHER AVENUE 350 FlSCHER AVENUE 4343 VON KARMAN AVENUE, .., � SUITE t00 F: 949-679-0091 COSTA MESA, CA 92626 COSTA MESA, CA 92626 SUITE 350 130 SOUTH MAIN STREET No.49ee4 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE N1TH THE fR\QNE CA 92606 TR.31920-1 DDA PHASES E AND G OF n o APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND PH: 714-668-5600 PH: 714-668-5600 NEWPORT BEACH, CA 92660 c"P•��"�`" RNERSII K: LAKE(951) 74 31 92530 STATE LAWS, ND A PERMIT CAN BE ISSUED. SUMMERLY DEVELOPMENT FlLE No. www.g3solworks.com www.g3sollworks.com NNdC DESCRIPTION BY APPR. DALE 'fl L1VR \t' RIVERSIDE RENClNYJiK NO.BM E-3-70.EIEV.1279.529. BRA55 DISC w CONCRETE POST 72'NORTH a T 9• 9 T(949)955-0984 T(951) 674-3124 DESIGNED BY: WIAC DRAWN BY: WUC ��O CAVE DATE: 3 30-I$ �N w �AND wss�u m s 27'rAsr a THE ceN ERur OF MISSION mvL 1c- F(949) 955-9429 F(951) 674-8761 BRAD FAGRELL,RCE 920, CITY ENGINEER EXP.6-30-19 CEN ANNE OF CEPFN STREET,RER G N52 S748Y, TwEEN MONUAENfS 3 AND 4, NG 1NE CEN ER NE l i CHECKED BY: S.WILSON PROJECT MANAGER:S.WILSON INTERSEcnoNs a'CERFId.sTREEr Mm arro CEREAL ET AND coRrooN Over `\ ' '\ 1�. \` \ ,` / �ti1\ /• k�, G�a / �Oa... .p / / 43AD=126Z2 r/ OOY '�h n op ape r/ ,�+36z8 / "/15, 2 '� \\ \\ �_� Oy \`` �// 01 ��i k,31 ,1y`�1• \\ A' �\ \p�� \ ry6q+ 1270 6k�0 / p'S' TRACT 31920-11I TRACT 31920-23 z� PavD--2ss.z ' c`�G 6 / m 20' Z v 'l © `\ t, NOA pT AX �� EX. PROJECT WALL � 1tipg1ryphl y ,°� PROP. WALL TACT 31 20-10 EX. GROUND\pq� /i \ PAD=1 B.7 / �/ / '' '' EXISTING PAD _ -1�----- 1,L6+ -- \`L�1-1- \\ O � pg� p11 //� �F,G PP• ,i 9� ' ' \1�PAD=1267 � �°�o, PROP. PAD s� gq \ �� p \�06 - / 1%MIN. n. (PAD=1271.7) `Q q'` ` \p' 3 \ h1i/ qG �Oj-' \�� . .. 2:1 MAX. 29< 1%MIN. TiACT 3192b-11 \ \ \ 6p AD=7169. %' / G ti / por FUTURE 5.0' 2:1 MAX. 1. '.v �S \ \ 1�pq. p0 ,��. ///\ V , 1 `L / 47 16h'/ TRAIL. o ti o dl \`L1+ (PAD=1271.0, f 9 \2 �ti 1 ,6 / .2 .� N-N (PADs`4127�5) s k / g Tor« \ � �G �, ,� / p � 2 \ \ti';1. PAD=1 p " 50� / .SEE LEFT HEREON (� E �p�oW tUR �* G \ \\ ` ass ti y5' AD=12 SECTION \ ItS OF pR FU 1 \1 5 as �P ti p19 j p5� / ,/ PAD=1269.0 / NOT TO SCALE p 1,101RpC1 B r 3' ti p �a°' \ tip+ 1 1 �✓' ��� 1 1 1ti 3 1 ' /2s_ \2 g.5 � j/ �� 1 P 1270.1 r �. c �� AD=t268-7 \ 50 PAD=1269.6 LOTL/NE TRACT BOUNDARY HOA LOT AR' 1269.2p 1 / PROPOSED A 2 \ / 0 2 / WIDTH VARIES /'`'1 I ,� o / VIEW FENCE 1 11 + 0.5 �\✓ , --4� \/ -qq P =1269. / \\\ i26g ` / $ 1,�1,. ,o / �1 `GIB // 1 /6 `. i 7. i ^� � / 2' VARIES 2�u, p �8p, ` \ 1 G i \ TRI 20- i 68 �`�,>;� 1 PROP. °7' ° rn tip L p t 70 qGI a \ 6 \ 6 1 \ s PAD ELEV 5' DG IIIIII � 6 AD-12 9.8 2:1 MAX y \ Y� 91�6'✓ 1L 168• ~s `1 / \ I c 683 //g5 -GB G ^ \o. EXISTING 2 1 S L 9 ti \ GB TRAIt TRAIL EXIST. ' 2 1c // 0 1268. i .i 1268.0\ A GOLF 5' 09 RP 'fW PAD=1269.1 /^ '� \�- / 268.4 t267.4 7 674 i 68.0 1268.0 i 12C8. FS ,ry1. 1 h 127 PAD=270.4 \ Op /� 1 'aM,l H , ST. l \ FG ce c Ge X COURSE G G8 � F 6 F GB FG GB 2:1 P1269.8 1268.06 ,�.yp I61 p°j� 'Sp\tip /'�U tip eG 9�' 3 6p�� 1 �.~' iI. c< RETAINING SIOP�c -' n'` 1ti--t- I �,� WALL REMOVE 1' 0 39 N PAD=1268.0 PAD=712668.1 ^ EXISTING DITCH tip h�\ I 261�2 L f0 G \\ 1p9 / A A w I PAD=1 .4 I S wr 1TC�ECR 1I Q\ i/ \ L10 ��o \ �'? Tc j \ ' '� �FG SECTION O-O GRA NG \1lbyo PAD=t268.4 ^i ' NOT TO SCALE 5 E PAD=1269.5 1 t 61.66 � I 01 PAD-268.5 \1 6 =1270. .,$,\ / \. ��\ _ tDO•NC Y 700 VC I\ 1ti� ``�" •L6°j+ \.y06'OGR / o ti \ 1a GRA ING,, �<'1.-1�4 a - P1=1266.7 ®CL P7 \ G P.STORM DRAIN ,I'l g1 - �.� O p�G o' g~' � 1 i � \ \ Pj- NS / 1 7265. 7265.fi 7 00 h \ti 5'p0 /266 7 /?66. TC C FS BVC 1.00%iC TC -T 1 ( PA D=1?669.2 \\ N / -.�. o tit \ 0 \ ._ {e �419I P =1267.90 FS FS BV Y PAOV26¢.0 5p� \400 \ S' I II 2 _ � 35:6�--}5.-79' --5fi.00'-- 53:00'-- �5� - g� d p� \ LIMITS G / PAD 26s.a I } 1 `� o�,�+ po 1'L + \ o a 2 REMOVE EXISTING HEADWALL. 8 �s\ G ING l l PROP.STORM DRAIN AD=1zs8.7 ^+1 N 127.30 eTsw3 I p° / I PER TRACT 31 0-22 7 CONSTRUCT STREET UNDERCUT PER STREET SECTIONS ON SHEET 1 31920 5 IMP. PLANS LOT NE T� 1 Fc + '7 D� / PAD=1zs8s �I 1 o a 8 REMOVE EXISTING RIP-RAP WITHIN GRADING LIMITS. 1266.93 4/ '�`L�''�6 69J. 7 �/ 2 �I 23 � 22 -� 2 t � � pq. 1 mr" •� PAD=1067'7 '(' 8 \ / / PAD= 67• o o P =12�68.0 -19 INSTALL 4' PVC DRAINAGE PIPE \�OiV„®�+ a I •(F,.yp$�... '� \ \ h ^I PAD=12672 P,M)=72875 `-� tD=tzs6.0 32 INST LL 1 ° GATED INL PER DE IL N S EET 8 9 , ^ \ '\ PARKWAY GRADING PAD=1268.2 I,,, n \ti0 g-18" 19 6933, �ti l I PER SEPARATE 4:82` I MAP. PLANS i Q . si LOT30 s.4s' __-- �� ^ a +126fi. 6933'-_ -I T 1 4 -- -- 3 I - "�i 1ryp 5' 1265.41 1 �T iC/C p � •� ?7 46.83' 1679' S5.00 S5.00' ^� SEE SECTIONS ON SHEET 2& 18 --- � `,4 7 Q FOR TYPICAL STORM DRAM LOT SECTION 1 0o nl 1265.43 /MO / TC YLN PER 4 1 1 PA SEE SHEET 18 99. M _ T' EGEND 41 t -fk i 31 4.1 1.00$ 30 LOT NUMBER 90.04' 1=7265.0� �coco�o o m '� � C 77 � / / =1267J PAD= PAD ELEVATION 11 - n� � v � 1 7 �n , ^ 3p -2:1- - -- - - -- s TC TOP OF CURB \ PD=1268.2 �,PAD=1168.1'`0p I _ N •�' '' ^ ,o 95. ,� �, G 22' 1&77' 49. 0' 49.00' 49.00' 00 SCR BEGIN CURB RETURN a n 1 1 N �^ _ 90.00' ^ 0 7 i 2 / ~ / �' 5 3 I PARKWAY GRADING 1 3• ECR END CURB RETURN J/ 1 73 0 PER SEPARATE N� IMP. PLANS 126 o 5 00 p3� PAD=1267.5 ro AD= 6L5 PAD=1: - `o I 12 !I ._�I , _i I I i l ,=r12v67.9 i OPPSTOR`tM DRAIN kg�o 1287.4. 32 2 4. 6 p PAD=1266.7 '9 I 1 PE TRAC]31920-25 \ + \ O II 'IMP.PLANS T04` GRAPHIC SCALE �tip°j-� I � ®I I 90.00' I ti 126.23 TF r to o m eo Tao 94.81' -- I I -I- Id 4 i o I 1 1 • AD=12 .0 ^n. �" � P 2 -r1241--� 2 .6 kq� i fi5 TC 12 7 9 t 7265.96 1 1 66.21 T� 1 5.86 7_ 13 - IN 1 ^ ~I \ 4.94- 1 f26 6.sA L OAI 1266. 7 1 7.10 I 26510 1 bath= 40 tt. j Q FS SM SkEET SA 1 ^ m 1 &k7b O V 8/j0//r ENGINEERING GEOLOGIST SOILS ENGINEER OWNER REVISIONS: PREPAR UNDER SUPERVISION OF: SCALE: WILSON MIKAMI CITY OF LAKE ELSINORE ,I Io e��kSS1 CORPORATIONMASS GRADING PLAN G3SOILWORKS, INC. G3SOILWORKS, INC. McMILUN SUMMERLY, LLC (FOR LOTS 35, 37&38) ti� r<< score DA St�EfT 5� o RCE NO..49884 884 E%P. 9-30-18 DATE: g CORPORATE PARK T. 949-679-0090 350 FISCHER AVENUE 350 FISCHER AVENUE 4343 VON KARMAN AVENUE, CITY OF LAKE ELSINORE _W SUITE 100 F: 949-679-0091 OF COSTA MESA, CA 92626 COSTA MESA, CA 92626 SUITE 350 130 SOUTH MAIN STREET ti No.49884 A THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE IRVINE,CA 92606 TR.3*20-1 DDA PHASES E AND(a 0 1 ADDED IN-TRACT LOT&STREET ROUGH GRADING �Z-� # APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND - PH: 714-668-5600 PH: 714-668-5600 NEWPORT BEACH, CA 92660 E.,v�a7s f / RENCHM LAKE ELSINORE, CA 92530 MARK DESCRIPTION BY APPR. DAZE 3y9 c1vIL \@ STATE AN A PERMIT CAN E ISSUED. RIVERSIDE BENCHMARK NO.8M E-3-70.ELEV.1279329. BRASS DISC IN CONCRETE POST 72'NORTH OF'r SUMMERLY DEVELOPMENT FU NO. www.g3soilwolics.com www.g3soilwolics.com T(949) 955-0984 T(951) 674-3124 7F pT �p�\E DAB _12•t/8 INTERSECTION OF CORYDON STREET AND MISSION TRAIL. 27'EAST OF THE CENTERUNE OF MISSION TRAIL. DESIGNED BY: WMC DRAWN BY: WMC BASIS OF BEARING \Q. F(949) 955-9429 F(951) 674-8761 CHECKED BY: S.WILSON PROJECT MANAGER:S.WLSON BRAD FAGRELL,RCEp 43 O,CITY Y ENGINEER EXP.6-30-19 cE0EN1ISR OCFEER 577 ETW�DM NUMMEENTS 3 AND 4,BCOEING N SE. NE •• i P,0=12672 r/' + PAD=1267.8 0� P 1267 \1 ; PAD 1268. \ 96 1270ot 6 \ TRACT 31920-11 TRACT 31920-23 /y4 20' W / k1 n�0 ag PAD7 268.1 \/66' t-.1 H04 LOT g �°� AX EX. PROJECT HALL o // \ �]ii , '' PROP. WALL ^ti+ 1ti / 1 .� V"t �f °�' A \�' � \ i t, � EX. GROUND TACT 31 20-10 6g� PAID 1 .7 r _ __ 6g9 \�- -_ /^ ,''\ti + o \\ �/°S E% 1g ��' �c>,t� /, \ry��yAO \ 7 _-IXISTING PAD__ _ - -4- PAD \ti+ / {L1-{- O Y 0�'' 61 / /� g PAD�t10167 , 'O ° r I MIN. 2.1 MAX. MtN. FUTURE 5.0' 2:1 MAX. TiACT 31920-11 , '' S \ \ ry6g 66p \ti ,�i, r 47 D.G. TRAIL (PAD=`lr°7b:5) (PAD-1271.0) ,, /5 PAD=7 2 ' 2 �• 5 SEE LEFT HEREON cSp1N0 R ti G 1 , 26� 6ti6 yy AD=11 .6 ,�; , r 49 ��+ /' SECTION N N DF EI owl fuN A+ 1 5 /?s s \ti �° �° r / 1 126s.o / NOT TO SCALE � 06 o1M ACT BQ A �$3 3' + �s `iCa's '� \ti 6 � e° ��°. ✓/ t r, % _ �'1✓ �/'� t �' �� '? `P2 / ^�6 1 P 1270.1 / �' 1188.7 ,/ r 50 LOTLINE A PAD=7169.61 TRACT BOUNDARY HOA LOT AR' A45 g•, 8 T it S' I r VIEW FENCE WIDTH VARIES n 1 \21O , nn 22 PA�1269A \� 2sB 1 / 1L 1p / n� A2' VARIES T SINE Zi i 5+ {yP• �6 so a e�$ 1 h e 0h ,� T�� 1 c ���c 1�'' 1289.8 \\\ �i 1 7. I 20 PROP. 2.1 MAX LO 56 y �� \ �� ` t \ s PAD ELEV 5'DG \ 9�� '�,mGii 68 ( 1 \ Iry6y1 /'S5 \ '/GBl I c� I GB TRAM TRAIL NG EXIST. \\ 5' 0�^ i 2 'gP `� •f1` PAD=1269.1 /^ 1 1267.4 }67.4 I F GB 1� g 126B. 1 .1 1268. \� 2:1 GOLF PAD=270.4 \c i/ / G Ga I G GBI XST_ COURSE 3A IdlNG OPfWALL REMOVE + P 1 41 f 40 39 IXiST1NG DiTCH 42 N I P11 .4 I PAD=1268.0 PAD=1268.1 PAD=12684 I SECTION OHO OF 20 GRA NG \\ lc l?s3 Lo �° NOT TO SCALE PAO=1269.5 \ Ni 6766 \ /^L6�\ 1 \ 268.5 -1270. \ `\ 1 I 1 100'VC "�� / ! �� _ 1�'� I `� -PI=t265.t6 CL I a -_ PI=i266.7 ®CL -- Q a �A "� P.STORM DRAIN \S'• ,��°.+ ,0 1E gN ,�'C 7 Tc - ---�. -_55.60 - --5 -=5�00'-- t � P .TRACT 319 3 \ a - PA0=1269.2 �' / o ti� \ 12 .0 P -1267.E b� oc�// \� 4F\ i 1 T 9 1 0` •y PAD�126q.0 `� ��$, + / 2 -16-79' - °' I 6$ \ LIMITS G / P 269.4 / / I 2.... _ _' S5 00-- • v 1 ��}pp '-< o� L+ \ o a 2 REMOVE EXISTING HEADWALL. PAD=1268.3 os�1 ( G ING o/ / I " PROP.STORM DRAIN AD=1268.7 1, +1 1274.30 TW a° c° 31920 / j 1 I PER TRACT 31 0-22 7 CONSTRUCT STREET UNDERCUT PER STREET SECTIONS ON SHEET 1 LOT NE = 'h i 3 G I -{- D@ 5 / PAO=1268.6 l ,��o I IMP. PLANS gp.56' 1 �� 7 1 1266.93 47 �ti �. 8 8 0 a 8 REMOVE EXISTING RIP-RAP WITHIN GRADING UMITS. � o c o o +677 20�+ .sue \ // ' I PAD- s7. oI P 2 67.2 o PAoD=1�2�S�s7.5 PAS M 2s8.0 1zse.0 19 INSTALL 4" PVC DRAINAGE PIPE 1 4- PARKWAY GRADING 32 INST 1 " G TEO IN PE D L N S 8 PAO 12681 1 �ti �g:78" 19 sg33, 1 I PER SEPARATE D,6-'• II N w \ __ 4:82'- I IMP.PLANS NOTE g 46 �___I C iC BC LOT 30 I ��; a 5.a 121147 BCR T I. PAD- - ------ - DRAIN LOT SECTION //�\ `7; �' - - - 7 SEE SHEET 1BTORM 10\ ) PA0=126. $ R1 __---= _ �-_ 99. , - - M EGEND 3 LOT �-- 90.04' c.� a PI=7265.02 NUMBER o m PAD= PAD ELEVATION TC TOP OF CURB 4 ^ I�n PAD-t268.i^ I 95. < G 2. 6' 16.77 48.00 �, BCR BEGIN CURB RETURN (�� 116B.1 ^ N N o1r/ 4 I \ti � � � ��.-.-w 90 ,,11 a2 / • / I ECR END CURS RETURN PER SEPARA t ^' / 1 7. I 0 IMP. �� ,I 2 , � 1�6�7.23 rF�I 3 37 11 6BB 126. I ^ $ P it k P 1 / k l `fF0 �I PAD=126.0 m PAD=Y26%0 RAV-1267.4� PAD=1267.5 AO= 7,5 AD= b N I 12 '' 1/ I STORM DRNN5 4. \ g6 PAP=1268.7 �' ^ 1 90.00' \ i I 1 ZS I i P TRAC 31920-25 '� + 2 6 ti + 90.00' �/ i�.23IF f00'VC PI=1265 1 'IMP.PLANS ® 2 47�fool GRAPHIC SCALE o 1 ti 94.81' AD=12 .0 - I 12 5.1 1 1 u 1265.96 i 66.21 12 c t P ,i�'6+ -I-1241-� 2 G 6 1.ffi k� BCR 1 6 -128:42, TC 265.7 C >si>?�t') P 1369.2i �I N 9 I; I ! ,tip 11 7.10 1 126.a; CA L OAK1ms6. 7 7 T.1 1T�.9 I 2 > inh m40 :r t eBE BFEEr 84A 1 " b DV 9 1 ENdNEEPoNG GEOLOGIST SOILS ENGINEER: OWNER REVISIONS: PREPAR D UNDER SUP RVISION OF: scnLE: WILSON MI KAM/ CITY OF LAKE ELSINORE ��L551 Z CORPORATION G3SOILW0RKS, INC. G3SOILWORKS, INC. McMIWN SUMMERLY, LLC FOR LOTS 35, 37&38 g�ti\W w// SCOTT M.WILSON DATE MEET ( ) p REVISED LOT LINES L07S 35 AND 36(TR 25)AND tll� Iq o RCE NO.49884 EXP. 9-30-20 DATE: MASS GRADING PLAN y 350 FISCHER AVENUE 350 FiSCHER AVENUE 4343 VON KARMAN AVENUE, CITY OF LAKE ELSINORE £ 9 CORPORATE PARK T. 949-679-0090 1O a ADDED SCE FASEMENr LOT 37 asaea THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE SUITE 100 R 949-679-0091 OF to COSTA MESA, CA 92626 COSTA MESA, CA 92626 SUITE 350 130 SOUTH MAIN STREET 1 ADDED IN-TRACT LOT STREET ROUGN GRADING eno� APPROPRIATE CONDI710N5 OF DEVELOPMENT AND/OR CITY AND IRVINE CA 92606 TR.31,9ZO-1 DDA PHASES E AND G 0 PH: 714-668-5600 PH: 714-668-5600 NEWPORT BEACH, CA 92660 LAKE ELSINORE, CA 92530 f` STATE LAWS,AND A PERMIT CAN BE ISSUED. gyu� NCNAUpK Np,BM E-3 70.ED.7279.829. BRASS DISC IN CONCRETE POST 72'NORTH OF Y DEFY DEVELOPMENT FILE NO. 9 9 T(949 955-0984 T 951 674-3124 NaRK DESCRIPTION Z.lA Dale r� \Q INTERRSECTO OF COMM S M µB Nrss�mw 27'EAST OF THE cENTL1UNE OF wssoN maL www. 3sotlworks.com www. 3soilworks.com - ) ( ) � CA\\� DATE: BASS OF BEARING: DESIGNW BY: -C DRAWN BY: wMCAND F(949) 955-9429 F(951)674-8761 C{ECKED BY: S AWN PROJECT MANAGER:S.WILSON REMON HABIB,RCE 83156, ACTING CITY ENGINEER O ct SRSTR BED NS�75 MW µD 01 STREET 4,CD ANT CENtE UNE SEE SHM s ..r. N N fox I h Nxx 1 , \ \ — — ! 9 +. I '14- NS UCTION NOTES 1 RE EXISTING 24" PVC DRAIN PIPE. ip7p // 3 CONSTRUCT SEDIMENT BASIN PER DETAIL '0' AND TABLE SHOW ON SHEET / / a / U N 3. / ��_ fj f 4 INSTALL 18' RCP & BEDDING PER RCFC&WCO STD. NO. M815. FUTUR TRACT 31 2-0=21 /J / /? /// f/ jj 6 CONSTRUCT 36" CSP RISER PER CASQA SE-2 AND DETAIL 'P' ON SHEET 3. / y / l Tl�:-.. T-9 (20 '-�- -f 22� & CONSTRUCT STREET UNDERCUT PER STREET SECTIONS ON SHEET 2 URE TRACT l�/1 PARCEL/ r \tih- j JJj % 4'/ / 9 EMOVE EXISTING 36" CSP RISER. "- /: / f BOUNDARY / i i v%// 1/ //, -,y50' �c " '%' ���/ I G ff' 19 C TRUCT CONCRETE COLLAR PER RCFC & WCD STD, NO. M803. 44 , PROPOSED/,'SEDIMENTATION / BA SIN IF7 f 126zO TOP of RM DRA / / P LAN SHT 4A / FUTURE{TR�ryACT 3 /20-22 " , vry�q`r . , E -F /, � 3I 920-1. T 5 r ":c;'3.1 TTM PA�RC 2/5/ 1269.8 FUTURE TRACT �;' , T26�.A J / j BOUNDARY '�> , / % //r/ \ \ f 1269.1 I / / NOTE SEE SECTIONS ON SHEET 2 TR C 1920-19 DAYLIGHT LINE20 / ;zE9.y 12-2 i LEGEND r -------- — __ L.. .`.�} 1b�ry +y ';l;i f/f J' ! \ LOT NUMBER 1zs.27 — wAY .�_.� \ \ 1 I PAD- PAD ELEVATION TC TOP OF CURB . BCR BEGIN CURB RETURN - l ECR END CURB RETURN 1266,7 726�J.7 1 I I , I � - / I f t I t�. r i J � � �V -i 12707 6,f I FFGG-GGBB - G� FUTURE TRACT J (1 It �; / 1 / J i � I �� - o . r / / , / i1 ! 1 OUNTAIN G SS _ �� BOUNDARY i � � 1 l /� / / v I / 1 pp n, FUTLAE TRACT 3192b 2Q r i — li i l % / / LOTi34 !i A i TR' 31 920 1 LOT 23 ----- ;; t ldj� GRAPHIC SCALE / 7TM PARCEL 23 i, l l ` O % ' o 80�T 8 �SHEET 9 (IN FEET) vo0 QV 3�z6//Y 2 inch— 40 rL ENGINEERING GEOLOGIST SOILS ENGINEER OWNER REVISIONS: PREPARE UNDER SUPERVISION OF: SCALE: i g pN MI KAMI CITY OF LAKE ELSINORE Q�I�sw/1 %zs COi4PQRATION MASS GRADING PLAN G3SOILWORKS, INC. G3SOILWORKS, INC. McMIWN SUMMERLY, LLC (FOR LOTS 35, 37 &38) 1� �i/ SCOTT M.WILSON DATE SHOT ] o s RCE NO.49884 EXP. 9-30-18 DATE: g 350 FISCHER AVENUE 350 FISCHER AVENUE 4343 VON KARMAN AVENUE, « 9 CORPORATE PARK T: 949-679-0090 CITY OF LAKE ELSINORE W A SUITE 100 F: 949-679-0091 COSTA MESA, CA 92626 COSTA MESA, CA 92626 SUITE 350 130 SOUTH MAIN STREET No.49084 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE NTH THE IRVINE,CA 92606 TR 31920-1 MA PHASES E AND G OF T7 o # Exp y/miTs 7f APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND PH: 714-668-5600 PH: 714-668-5600 NEWPORT BEACH,CA 92660 LAKE ELSINORE, CA 92530 s STATE AWs, D A P MIT CAN E ISSUED. BENCHMARK: SUMMERLY DEVELOPMENT FILE NO. MARK DESCRIPTION BY APPR DALE f \P BENCHME BENC1NtARK NO.BM E-3-70.E1.EY.T279.829. BPp55 DISC N CONCRETE POSE 72'NORTH W'T www.g3soilworks.com www.g3soilworks.com T(949)955-0984 T(951) 674-3124 A4 p�\(S� INTERSECTION OF CORYDON STREET uw a TRAP. 27'EAST OF THE CENTEwnE OF NISSMN mruL. DESIGNED BY: WMC DRAWN 8Y: WMC C DATE: 3-3O'I BASS OF BEAINNG: F(949) 955-9429 F(951) 674-8761 CHECKED BY: S.1WLSON PROJECT MANAGER:S YALSON BRAD FAGRELL,RCE#43 0, CITY ENGINEER EXP.6-30-19 CEENNTERIINEONOF CEREAL STREEERT,BEING n5Y52 STD EN MONUMENTS 3�AND 4,BEING THE CENTERLINE ', PAD=1270.4 oo. PAD=t269.3 /' '�7i. \ o� 5\ / '� \ > / ti / qor \ / ry�G� �.�ti , P 69 9a 56 7.E q0/' / 1A 6 ��\`. , , q`?°j SRO 5° 9 , :,: •q1� 71 FAD=1 9.8 sP '21I \ry k. / ` �ry�` + - 1�0; C0i / PAD=12 1.4 PA55 6 PAD=4268.3 PAD=1 ooD 1270.3 -t _1 / 0' y / \ w �\ \ \tip 6$ •� �zs 7-s� ,�s ,�, k�� �� � PAD=1268.8 / sroo. 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TRACT cEy h. �� � � BOUNDARY .�FG �- 126.9 , 9 -- 13 - b' `� 6. _ TF �ti '!` I 0 oc+ �0 N FC✓ \k11270.3 2, 1266.7 � 6oG / PAD=1269.3 I 1270.1 65.67 5590 /3' ? �G 1T' An'• '\ - i 71.9 6� ) _--- -- / / \ �i // 12E�.' Bl/C 116E 4G`V PAD=1269.1 / / = 70 ,/o / \\ ram-- -_-SLOB' - -35.8' - 1265:693 / ^ °o`O• `L^ /'C/ / 0 \ "Y 1269.1 'tea. PI=126 // 15x/ 1269.0 GO o h PAD=t268.7 ,/ 65 I-3F / \` \\ 19 o I 18 0 12 .i 122 - \ \\ rl.R TYPICAL STORM DRAIN LOT iSECT ON 0-1268.0 PAD=1268.0 ^I PAD=126Z5 - - BZ. 4 /"7^ // .0 i ✓ G/ \ ' ` \\ SHEET 18 PARKWAY �^ N ./ / 9 6O 7269.21 /?6g/ \\ \ PER SEPARA 'o / / 12 20 PC // 1269.0 \ 1269.0 16 - / R 38 TRACT 1920-19 LEGEND I IMP.PLANS '?'� / i- 1 %c' 2� I _ �O PAD=1268.7 Co 55.00' ^= 55.00' 10.14 55.04' 46.58' ^ /• �`'�' // � � / / � /BJS \ \� 1 /� __----- --------- - -- ---- - 30 LOT NUMBER 1 PAD- PAD ELEVATION OP 1 1269.7 TC TOP OF CURB J/j ` , �\� 1 11 BCR BEGIN CURB RETURN. -AGE n•' ECR END CURB RETURN 126E PARKWA -- L / // / 1269.5 VI I 0' 49.00'12 6.4 1 6.65740'-- 61.87' \\ ry'? / ^ ' / \ 1 (I1 II 12a8.0 1 / �' I 1 N 5' CB .24' i68. I I _ 2 G I Fl1TR ,: tie/ 4�.� IR _ _ 126 TF I D.G. VL 'Y 9 l/O //^�� / / A/K/ // I I i{ 67.5 ro P2=126i I .I PAD=126Z3 m PAD=12 .7 43 / ,c, U f / /// `. .. c 1269.2 I 1 r 32 1 64.01 127.3 G a PAD 1268.0 a 26 33 TF / // / ... ' // / / / o - I 7 .FOUNTAIN GF 1266.63 IF o n� / i n,� PI-1265.3E C 1 PAD=1 68.0^. 3 _ L / .�. / // / � ��`6 BOUNDARY I ' TR. 31 20- 0 FAD=12 .D ,'� / 'LOT 34 �;� ��ti < , 1 / Q / / 1269.0 I 1 /I Q)/ \\ - --- GRAPHIC SCALE l96 12658E / v 127760 IW�. / ( m a 265.70 265.9 1 66. 7 r 1 71.6 FG /7 ! FS FS BVC 6 26637 C ? `-\pp•\ l l ! / �` / 7 6. /r- mo . 2 .0 FG , ,l _: .__. 9 e . / . N SEE MA--,/' O ` IN FEET) , •NQlb bV t/.30//I 1Inch 40 tL ENGINEEiRINGGEOLOGIST SOILS ENGINEER OWNER REVISIONS: PREPARF� UNDER SUPERVISION OF: SCALE: WILSON MIKAMI CITY OF LAKE ELSINORE G3SOILWORKS, INC. G3SOILWORKS, INC. McMIWN SUMMERLY, LLC ♦1�WSKI SCOTT M.WILSON ATE CORPORATION MASS GRAB PLAN (FOR LOTS 35, 37&38) 5 y /o SHEET 7A g 350 FISCHER AVENUE 350 FISCHER AVENUE 4343 VON KARMAN AVENUE, THERCE No.PLANS H EXP. N REVIEWED DATE: 9 CORPORATE PARK T: 949-679-0090 CITY OF LAKE ELSINORE ti No.49884 THESE PLANS HAVE BEEN REwEWED FOR COMPLIANCE WITH THE SUITE 100 F: 949-679-0091 OF 18 COSTA MESA, CA 92626 COSTA MESA, CA 92626 SUITE 350 130 SOUTH MAIN STREET IRVINE CA 92606 TR.aM20-1 DDA PHASES E AND G PH: 714-668-5600 PH: 714-668-5600 NEWPORT BEACH, CA 92660 LAKE ELSINORE, CA 92530 1 ADDED IN-TRACT LOT&STREET ROUGH GRADING Q-�2'I8 4( E.p a/sons TH APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND BENCHMARK. NARK DESCRIPTION BY APPR. DATE J}9 crva \P STA WS,A D A PERMIT CAN BE ISSUED. RIVERSIDE BENCHMARK NO.BIN E-3-70.ELEV.T279.829. DRASS 05C IN CONCRETE POST 72'NORM OF Y SUMMERLY DEVELOPMENT FILE No. www.g3soilworks.com www.g3soilworks.com T(949)955-0984 T(951) 674-3124 OT cA�F DATE: q-12-IB INTERSECTION OF CORYDON STREET AND MISSION TRAIL. 27'EAST OF THE CENTERLINE OF MISSION TRAIL DESIGNED BY: WMC DRAWN BY: W1AC BASS BEARING: A F(949) 955-9429 F(951) 674-8761 CHECKED BY: S.WILSON PROJECT MANAGER:S.WILSON BRAD FAGRELL,RCE 20, CITY ENGINEEREXP.5-30-19 ENTERL Bin:REAL 51 W, MN52'S2'4BW,B BETWEEN D MONUMENTS AND 4.� RUNE '�'aL3 ,� •.°°d' \` `�t�?„ ?s� \�� ,y 1 PADD---12 o.4T /y}'s:• '. 7 �°� i °` r��.2s "' ,x~ �, \ ` \ 'i + 15 ,? ` PAth126. ,p, , .4 c , �„( �As, 0 \ F�' rp6•?,�, , \,. sq ,mo oy s� \� \'R> K' q .�•J' rv. 4 / \� ,s , 17 PAD=1269.3 '� o� 5 x� / 0 ry , 69 �• �° 4 � PAD=12s.9 ' / h^1 •l� \ �t 14\``�oA \ ^� i7.8 / '` A a, \`� ,\ OIX f 1p0�/' \ so 1r.F hL6 ?sss� r?sue `qA\ PAD=1 9.8 p0/ O•�1I \1QQ 'iy 6 1 /1 \ '/ . 31 0-21 lf;kkti 4 + 1�kg. C0i / PAD--I 2 .4 IAD=12M.3O° PA .2 h° °Q r� °o s 13 PAD=1270.3 6 % b � � \ rc Pao=`5i2se.s sr°0 �0Gy�, , PAD-1�270.6 n O s��b.s. 67 d' '4 °° � 'f ° f / CONSTRUCTION NOTES O C'l ' �r .\ 1ti� e'P PAD-��70.7 h°' ti c,' ti0 ry14 ,, �y 1 PAD=1269.4 sFi� 1 REMOVE EXISTING 18" OR 24" PVC DRAIN PIPE. `\\ \ 7 r '.°° \rye �ti'�- 6a° , 'O4 `Oo'''�'' y'L �'- ss 6 `� ' sA f' 7 CONSTRUCT STREET UNDERCUT PER STREET SECTIONS ON SHEET 18 � b• PAD=1270.5 �\ ti5Nb PAD=1269.3 ss PAD 69.9 �B, \ ��\ -1271.�� /s,, k�k °O / / .� a4t / / 19 INSTALL 4" PVC DRAINAGE PIPE 5 REMOVE EXISTING 36" CSP RISER. 12 \ r tik 12711 B 74 PAD=1270.2 P�69.6 s 10 0 4 , \ , \ �• PAD=1270.4 \ 9 \ 10ti' 1270. •.`ti�05 \\' \ dS \ PA 'A, , =51217 1.1PAD 1270.5 v + PAD=1270.4 -1270.9 �� ss ��\ ry 75 O /'/ ``\r , ��\ ,� p �'�9\ r ` �3\ PAD-?,' �* / / P 270.. 7 v � �+ " '4�. PAD=1271.2 9?®�� ' s k65 ,,5�fi O, 01� a! '.0 1270.3 �) �'L -f- \�1'^ti � , ^y _V PAO=1269.E 5 rC 9? PAD=11' PAD=1271.2 ?27D.6 s, s 6 126801 1267, PAD=1271.0 9 ��� 37 -'�� /BCR //' ^�• / 79 \ s Try 5 ' : I 1269.8 nsz,PAD=1270.5 V / 7 , PAD=1270.5 22 . , 12 l 2 6 / s PAD=1269.7 12 7 \ 53 '� \C. \' C `\ 124 ;�I / / 1269.5 o / •�` / Q PAD=1270.5 �, 4 = 3 2 f U/ .1 \ ,ryk�+ 1�\ry�5'�.+�� \ ?� ,� 5• ��' PAD=1270.1 .9 PAD=1269.4 o�Ol 1 00 \ s � ti° � .�c� �\ `�' RlT. TRACT AD=2 .7 / 1 \\ `X/ ' 7269.8 s BOUNDARY 13 1266.7 OCL -- v 014�0/I 1ry6 / PAD= -- --=tea 6� F4 ti61• ��`x 1°q98 �8 �'S�� 17 \ 65.46' 9.35 II 1 :9/ / \\\ \ / /' 1270.1 T 1.00x � T 7 r2s6• �' S4 � / � \\ I -- // � \ © '/ n 65.87 FS BPC ]p ? 1 /'•ti614�ry'06�'k 14 / \ j 1268.7 PAD=1269., �5 - -- Og• -3 1265:593 `o°• 1.3 / \ \\\ \ 1269.1 ' I 6• , ^ // 15 1.09 f ^ 1269.0 \ \ \ NO E 0 18 PAD=1268.7 ECT1 S ON SHEET 2A&19 PAD=1267.5 _ �%v /' 1 O \\ \ FOR TYPICALSTORM DRAIN LOT SECTION�mo PAD=1268.0 - 7. \ sos, /"? , .0 / 1269.9 \ \ SEE SHEEP 18 69. , 269.0 LEGEND I PER At'ARA � �"P 16 / .?� // 20 7 269.0 1 Y 1 \\ IMP.PLANS / F \ 1 1-lAL; 20-19 1 \ 55.00' PAD=1268.7 / B � 55.00' 10.1 4 55.04' 4. '^ ^ 'o' / / f f ,\ r268�s \ \\ \\ - _ _ _ 30 LOT NUMBER PAD= PAD ELEVATION J 269.7 1266.27 _BJ�p ' P pM• g ' -,''-'T7� \I i B TOP OF CURB - LL GE 1 673 _ l PP S P TE / // f \ \ \ ONp 7268.5 1 I BCR BEGIN CURB rURN 1 ' ErURN ECR END CURB RETURN PARKWAY 7 1268.0 1 1268.3 ( I 67.5 3�6560T A0=126 PA0=12 .7 o Q^ �278. TW /7 .4,T / �P / f/ f/ ,/ 1 1269.2 t i2 .6oI 2 126B.0 l„ , f / r 1 FOUNTAIN CT, 1266.63 TF P a. 0 128 33 TF 1 / 100'VC PAD=1 68.0 ry q� 0- 0 v Q // // // LOT.V'F ' ~� t PAD=12 0�' , �� 1269.0( GRAPHIC SCALE l96 1265.8E TC, 127Z60 2r7C70 1265.9 7 66. c2i�b'•? �� �A _ . r; N 27 cv r ?nr l O ETC 1 - -- 9 S �T 9A Q IN I?FET "� '•'4/`(l V V �Z (��7 1 inch= 40 !G ENGINEERING GEOLOGIST SOILS ENGINEER OWNER. REVISIONS: PREPARED UNDER SUP RVISION OF: SCALE: j� WI L S O N M I KA M I CITY OF LAKE ELSINORE "/ SCOTT M.NILSON p h! CORPORATION MASS GRADING PLAN G3SOIl.WORKS,INC. G3SOILWORKS INC. McMIWN SUMMERLY, LLC (FOR LOTS 35, 37&38) o` rod RCE No.4988a EXP. 9-30 20 DATE: SHEET CITY OF LAKE ELSINORE 9 CORPORATE PARK T. 949-679-0090 350 FlSCHER AVENUE 350 FlSCHER AVENUE 4343 VON KARMAN AVENUE, _�' F: 949-679-oO9t I REVISED LOT LINES FOR LOTS 4-7(TR 20)AND LOT 34(TR 25 z/9 I% H SUITE 100 TR.M20-1 DDA PHASES E AND G y COSTA MESA, CA 92626 COSTA MESA, CA 92626 SUITE 350 130 SOUTH MAIN STREET No.49884 THESE PLANS HAVE BEEN REVIEWED PM COMPLIANCE I TTH THE IRVINE CA 92606 PH: 714-668-5600 PH: 714-668-5600 NEWPORT BEACH, CA 92660 LAKE ELSINORE, CA 92530 ADDED IN-TRACT LOT&STREET ROUGH GRADING e" vao,m APPROPRIATE AND A PERONS IT DEVELOPMENT AND/OR CITY AND NARK DESCRIPTION BY APPR. DALE Jj crva �p STATE LAWS,AND A PERMIT CAN BE ISSUED. INTERRSEX gN OF FOR NO,ST EET ANO' ISSI 1279.1 ' BRASS DISC IN CONCRETE POSE IS NORTH TR T SUMMERLY DEVELOPMENT 7F&4 0 www.g3solworks.com www.g3soilworks.com T(949) 955-0984 T(951) 674-3124 9? C��\\ N ERSEcnoN a comvOu STREET Are, 1waL zr FAsr OF THE cENrERu of Missaa 1wL DESIGNED BY: WMC DRAWN BY: WMc DATE: BASIS OF BEARING:F(949)955-9429 F(951) 674-6761 CHECKED BY: S.OLSON PROJECT MANAGER:S.OLSON REMON HA�B,RCE/63156, AC71NG GA ENGINEER i �� &STRO�NSSTGNDAAN STREET w �CMk STREET 3 AAND. �NE SEE SHEET 6 SEE SHEET 7 1245 4 k NO / FUTURE STREET u,,l 111 �oUOU DARCY �! jl FUTURE TRACT 1 L BOUNDARY y� LIMITS OF �G GRADING AND� TRAC BOUNDARY FUTURE TO CT 31920-23 y a, � I I TR. 3194 —l LOT 26 + I � I r TTM PA C�k 2 s � I I ti I RE TRACT R. 31920— L 171II I I I I OP.�TOt�DRAIN PER I 2s3o '�o as Rs' &GSHT. 4 PROPOSED �I 6 12sf.0d I� �I k3 LEGEND I SEDIMENTATION z57.o 1, 11•oz BASIN�k$ m + ti 5 1 9 - 24"RC� E I FG, 1:9ff ,ti5.r' y00 I I�3 I `v `� 1 I I � '� ->/ �ti + 30 LOT NUMBER M1 _ I I� I 1. 1.0% 5 L 2 1 I I N PAD= PAD ELEVATION , I I d I - l.p%%- '., ��. 5 A TC TOP OF CURB I I J a BCR BEGIN CURB RETURN i24 �� l.pg i 1 i.'i ECR END CURB RETURN NIL � =0.609 I I 12A� _ ,r-'�'y 5% <. �'�' .% -�� -�lu � 1244 -- ti5 l , ��� —� — — _ ,, 25 `� NOTE E .-•- +� I PROP. STO M DRAIN� _SEPARATE IMP. PLANS— ,� _- _ �+ - -� 11 � I �� � � y ��� ��` SEE SECTION C-C ON SHEET 2 a - _ _� - _ _ i.L CON STR N.NOTES E 1STING 24" PVC DRAIN PIPE. _ I ' 1 ss.a yJ f^ �56 I 3 CONSTRUCT SEDIMENT BASIN PER DETAIL '0' AND TABLE SHOWN ON SHEET 3. M 1265s 76 12ao ---�-- 's--'--__` yam_---'- INSTALL 24" CP & BEDDING PER RCFC&WCD STD. NO. M815. CONSTRUCT 3 " CSP. RISER PER CASQA SE-2 AND DETAIL 'P' ON SHEET J. 8 REMOVE EXISTI ,'� RAP WITHIN GRADING LIMITS. \REMOVE EXISTINGCSP RISER. s --'— 10 REMOVE EXISTING H DWALL AND RESTRICTED PLATE. s 2s7 LIMITS OF E G GRADING 2s5 o E \ , \ �ti + n° A9 A 2 W \c AND ACT BOUNDARY V A \ $ vvvv FUTURE TRACT I BOUNDARY�� FUTURE TRACT � � _ ti� T 9NE 2s5.7 Ec \ BOUNDARY PROP. STORM DRAI�hPPJ &k 1269.0 \ \ ` LOT 9- SEPARATE IMP. PLANS „ \� ` - 1269. , ) LOT AY„ FG 12680 , � 1 -- - . ------ � L. F �� ,o r.h h — 235— 'ryk r `r 126 1 --- OF E DING 2 \ti 2:1 ,, 2:1 -- _- ------- -- - -__ T IX. WE TO GRAD 5� _126 _- AN CT IN CE 2 _-- �y Ao 25 n 125 126 er 2:1 1 T 2:1 1 {- LIMITS OF E 0�GRADING 126 a 2 —1249 GB—25 i 14 _-_-\ 3s\ —1245 --- ------ -P"-STDEIvL.DRAIN�E2 _ - _ 125 5 ' "T 3.31X E G GRADING 24 SEPARATE IMP. PLANS - -- —- ---- 2:1 SHEET 11 ��r SEE SHEET 12 GRAPHIC SCALE IN Fzur > Inen a ao t1. ENGINEERING GEOLOGIST SOILS ENGINEER OWNER REVISIONS: PREPAg�EE.pp UNDER S�J PERVISION OF: SCALE: WI LSON MIKAMI CITY OF LAKE ELSINORE QRotEsslc __� i a 1191-lg € G3SOILWORKS, INC. G3SOILWORKS, INC. McMILUN SUMMERLY, LLC (FOR LOTS 35, 37&38) �� �i7 SCOTT M.WLSON DATE CORPORATION MASS GRADING PLAN 8 y o RCE NO.49884 EXP. 9-30-18 DATE: 9 CORPORATE PARK T: 949-679-0090 g 350 FIS'CHER AVENUE 350 FISCHER AVENUE 4343 VON KARMAN AVENUE, CITY OF LAKE ELSINORE W y SUITE too F: 949-679-0091 OF 17 y COSTA MESA, CA 92626 COSTA MESA, CA 92626 SUITE 350 130 SOUTH MAIN STREET No.49Ba4 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE SUIT CA 92606 TR. 31920-1 DDA PHASES E AND Ca PH: 714-668-5600 PH: 714-668-5600 NEWPORT BEACH, CA 92660 LAKE ELSINORE, CA 92530 * EaP.onoi,e f APPROPRIATE CONDITIONS IT DEVELOPMENT AND/OR CITY AND BENCHMA www.g2isoilworks.com www.g3soilworks.com MARK DESCRPTION BY APPR. DATE ✓},X civu. �P STATE LAWS, D A PERMIT CAN BE ISSUED, RIVERSIDE BENCHMARK NO.BM E-3-J0.ELEV.1279.829. BRASS DISC IN CONCRETE POST 72'NORTH OF'Y SUMMERLY DEVELOPMENT FILE NO. 92 9 T(949) 955-0984 T(951) 674-3124 OF CALIF DATE: 3.30-1$ INTERSECTION OF CORYDON STREET AM MISSION TRAIL 27'EAST OF THE CENfERUNE OF WSSION TRA. DESIGNED BY: VIMC DRAWN BY: WMC BASIS OF BEARING: F(949) 955-9429 F(951) 674-8761 BRAD FAGRELL,RCE/43 0, CITY ENGINEER EXP.6-30-19 CENTERIJNE OF CEREAL STREET,BEING N52'52'48'W,BETWEEN MONUMENTS 3 AND 4,BEING THE CENTERUNE 1D CHECKED BY: S.WILSON PROJECT MANAGER:S.WILSON F IMERSECTIONS F CEREAL AND MEMAN STREET AND CEREAL STREET AND CORYDON STREET. 100'Vc PI=1265 1 CL - _-49:00' - 1 `L+ 94.81' 13 I^ ' "P \o P 1 6Y'.2 ,241-� 2 .6 g , }265.7 12 .}}265.96 �, •�, 1 66.21 1 � } .8812 2 .67 �� ? �f. ti + 14 J l ^ I� I, x " ,� 1265. 321 1D TF,n 70 1F ��$ 1266p.33� �fl 90.00' 90.00' $� i$ I 1 I $ 1 1268.23 TF I^ 66.83 TF -^ -I '� p� PAD=1z .4 4 60 ; �. I I 33� a 1 PAD�12670 'g yo -^I N 90.00' u I PAQ=1zs771 1268.8 Tr u PAD=1266.9 I� PAD=12675 " 1 p� \ 'PAD-12644 ,0.55' i PAD=1269.4 PAD=1 88.00.00 1268.1 '.00' I 8 3� t§�t288..0� � o f2tiZ0 42 �y PAD-1268.6 `� i,- H ``$ ,1 \%� ' 8 '4 PAD }6Z9 it PA D= 68.1 �' 0.00' I i 1 - 80.00' II 33$ 11 90.00' _ I T kk 43 124 1/4a-1 4 ----_- 0 IM&2 B PAD-122M.1 I, � ,p O N •U PAD-I,' PAD=1268.1 , •� NL� 1. P 3'L0 I .00' ~ ill--__80.00, 8 °, OI, 6-' oU II - ; i H• (\ 0-23 RaN 4JR. 9D.00' I I P. PLANS I� `� � •t') } �� � iI K 90.00' I PAD=1267.6 PAD=1 - _PAD=126Z7 `�� �I PAD37=1267.51 1 $ 1 80.00' PAD--a10268.2 1^w , •c , o �`''. 1 11 PAD=1268.1 C 19 J 1 , l •�' 1 1 90.00'I , 1 6Z3 1 F ' �P 1267.2 "I o 56 p ,^ 1 80.00'__ 1 -• b� II,II `•' N I �I, � �S PAD=1268.0 6( I 36 I I 80.00 I" ,, 12sa3 , . LEGEND PA6=1 6Z2 vY 1 I 80.00'_ 0ti l a m 1 5 PAD 7.6 ®11 ^ I PAD=1267.I g g 27 I , ,A k'L' PAD--1267.6 00' t LOT NUMBER L� 30 1 ,�I EG I 'li 90.00' 1 90'00 III I d 1 ,1 S '� PAD=126Z2 ^g 80.00' �I PAD- PAD ELEVATION PAD=1267.5 a 8 TC TOP OF CURB \ti In OCR BEGIN CURB RETURN a �j -16Z3 $ n y 11 QQ bo� o80.0p'__- t.., 11 2L+ �i PAD=126Z3 w 1- 3 1 I V ECR END CURB RETURN r, ��n ADf �'P +� 1 - � 47 , . PAD=1 .7 loo 54 1 1 � k �•� , 90.00'0 � I� 1 P =1267,t I !1 N I i 62 •I�-I- \ E� 73 a 11 12 PADm1267.8 NOTE SEE SECTION C-C&P-P ON SHEET 18 �1 FOR TYPICAL STORM DRAIN LOT SECTION CT 3 = MANS a"n '� I i I SEE SHEET 19 " F M � I ..� 1267.40 1267. 2 _ _ - - 1266. -.. 59.4D' �/. ^ \ ' PAD--1269,11 � 'N •,0 1 7�� g, ' ' \,\•Y•1 PN I 7r '4.+ \ � . -f5 T C TC TC P126Z88 Z 1 6. 1266.38 12 5. 12 1 65 1 TC�BC'R 7 m� �_ 57, r� z 11 1267.90 tia I I 100'VC Pl= A CL TC I 1 47.Bg• J267.9212 07 \ \ ib0'V1;p=72 7.91 A CL I _ / CT I STORM.0 IN..PER --47 .- 1 AD-126�8.6 I ODA E IMP.P NS I f _ 24 25 26 28 EX. STORM D IN' MC P1=t26Q4p A 00 T a k o a - 17eo PAD=12 PAD 1 o o \ o lg�0 00 31 15 PER Dlkl E IMP PLANS PAD=1269.1 a 12 .8 a l P 1268.3 rn l P 1287.8 �I\ , 1267.3 o PAD=126Z o I Q d�`L T Eti rn I. m PAD=1268.0 16 - 17 _ �� OT wAY' FURIRE TRAIL o PAD=12685 � 18 4 D HOA LOT \0' + I AND HOA LOT I o o PAI1269. "' 9 I I \ PAD=t269.4..; .:' }26g.S`b Z® /� ^�• PAD=1269.5 G I o N o 73.78' -50 - - 50.00' 9�-- 50_00 50.00, k I `�" \ w PAD=1269.1°' PAD=1268.6,E PAD=1268.t y,\ p LI - .0' S0.00' S0.00' � '�� \ \ 23 1 5• 1 65.8 5.9 1265. -- - 1264.3 1264.3 I ` ae .. GD ` -- - - -46.2' - _ 471 OF E ING :1 -- - --- N -- ^-----1------ T EX. WE GRAD 'zRs e 25 1 `7t y� AN CT IN CE '2go _ ` 1 125 2:1 1 4 - - - 1249 GO \ti + LIMITS OF E Lb GRADING 8 1 2:1 to \ '23S ----------- _ PROP._STDRM�RAIN_pE1Z _ ----------- _ z OF G GRADING 1245--SEPARATE fM�p i2 eM%EET"A CONSTRUCTION NOTES SEE SHEYE T 12A GRAPHIC SCALE 1 REMOVE EXISTING 18" OR 24" PVC DRAIN PIPE. REMOVE EXISTING 36" CSP RISER. 33 CONSTRUCT CURB DRAIN PER CITY OF LAKE ELSINORE STD. N0. 303 a o m a m eo 7 CONSTRUCT STREET UNDERCUT PER STREET SECTIONS ON SHEET 18 10 REMOVE EXISTING HEADWALL AND RESTRICTED PLATE. 8 REMOVE EXISTING RIP-RAP WITHIN GRADING LIMITS. L m 1 fob nv oita 2 Lmh= ao rL ENcIVEE141NGGEOLOGIST= SOILS ENGINEER OWNER S� PR D UNDER SUPERVISION OF: SCALE: WILSON MIKAMI CITY OF LAKE ELSINORE Y�o�s�i $ -� CORPORATION G3S011_WORKS, INC. G3SOILWORKS, INC. McMILUN SUMMERLY, LLC (FOR LOTS 35, 37 &38) SCOTT M.WILSON DATE MASS GRADING PLAN ' 8A 350 FISCHER AVENUE 350 FISCHER AVENUE 4343 VON KARMAN AVENUE, s RCE No.asaaa EXP. 9-30-18 DATE CITY OF LAKE ELSINORE a 9 CORPORATE PARK T: 949-679-0090 COSTA MESA, CA 92626 COSTA MESA, CA 92626 SUITE 350 130 SOUTH MAIN STREET h SUITE}oo F. 949-679-0091 OF 18 � �•4ggg{ THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE WITH THE IRViNE,CA 92606 TR.31920-1 DDA PHASES E AND Ca PH: 714-668-5600 PH: 714 6fi8-5600 NEWPORT BEACH, CA 92660 1 ADDED IN-TRACT LOT&STREET ROUGH GRADING -IZ'IS e.o,eho/le APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND LAKE ELSINORE, CA 92530 DESCRIPTOR BY APPR. DATE J} nva \P STA LAWS, ND MIT BE ISSUED. Q RIVERSIDE BENCHMARK NO.BM E-3-70.W.1279829. D�IN CONCRETE POST 72'NORTH OF T SUMMERLY DEVELOPMENT Fu No www.g3solworks.com www.g3soilworks.com T(949)955-0984 T(951) 674-3124 "F or CAUF DATE: -/Z-IO ICON OF���T AND MISSION TRAtl. 27'FAST OF IRE CENIERU E OF MISSPN TRAIL DESIGNED BY: WMC DRAWN BY: WMC BASIS OF BEARING I�'/.N J L F(949) 955-9429 F(951) 674-8761 CHECKED BY: S.WILSON PROJECT MANAGER:S.WILSON BRAD FAGRELL RCEp 920, CITY ENGINEER EXP.6-30-19 c IS CEREAL smtF BEING .REnTAN M AND NTl ST 4 c[N,ERDNE O �JI/+�l�l SEE SHEET 7 ,26 a^ FUTURE TRACT 31920-2f� � j/ ; '/ � / / I i i' l iJ i i LOT i ;l zs9.z , TR 31 9204-'1 LOT 123 '1 �i ' l ��f f � � 1 j 7� �� TTM PAkCEL 23� O �l. J ; 1267.0 �l ' CT"719 —19 � / 111 / - \ �EXISTING 18" ' r STORM DR41N 0/1 % ' /DA IGWT N YUNTRACT BO , i _ f , E .. I , �f �, � j i,�, l /r J r!/�\{ � 4S\,�`•,.� � \ 'a 5 / `! n l l, j";t" � ,•-'� �,. If If ON A If If � r~' GHT�;N ' % i ,i! O� !'!;/ < ! f zee. / ` ( i CONSTRUC ION NO TES EXISITING -; — is, // SEDIMENTA'nON }l ,fi , LIMITS OF iE/G GRADING J j 1 / tEMOVE EXISTIN 24" PVC DRAIN PIPE. '��,'+ BASIN M5 , � t 1 f 3 CONSTRUCT SEDI NT BASIN PER DETAIL '0' AND TABLE SHOWN ON SHEET 3. i I; l Z 1 t �,'�' , 4 qw FUTURE TRACT 31920-2Q/f, J 4 INSTALL 18" RCP BEDDING RCFC&WCD STD, N0. M815. I,� ' _ f ... I f I I I t �;t// - >R. 3"1 920� J LOT 23 j!! / / CONSTRUCT 36" CS PER CASOA SE-2 AND DETAIL 'P' ON SHEET 3. / 9 ! i!! /! % / 8 EMOVE EXISTING IP-RAP WITHIN GRADING LIMITS. �' �`Ti' (I (, 1 •5 I i!,f 1264.0 TOP OF 36"RISER ,I f T Nl PARCEL 2 3 �!,j I � I , TRACT 0-18/ /� "I� / / 19 CO RUCT NCR COLLAR PER RCFC & WCD STD. NO. M803. 6 vA 1 I ( 1 1 � ! / ,�;` TRA 31920-1 L=19.G 40� it I / ` 1, 1269.6 XX NOTE SEE SECTION D-D ON SHEET 2 \ 9 ST DRAIN 1270.9 f r` E / / 3 t`i i 1 PER` N-F PLAN SHT. 8 FUTURE STREET /,' i( 1 I i 1%o.2 / ff ff 269" LEGEND F ?C.d 30 LOT NUMBER r/ 1 1 r 1.I 1 j I : \ k`Si -_......__. —..._.._.. ---.......— --.- i / PAD= PAD ELEVATION / j ( _ ...I ! / i _ TC TOP OF CURB �1. / (. I I .tt / A MIUBU$ i t^F..� �..- y / - _ OCR BEGIN CURB RETURN �i, 2,- l ~ 1I !! END CURB RETURN € u � /EXIST. 108" RCP PER / DDA1271.5 — ---- _PHASE FSTORM � � / , DRAIN PLANS R / LIMITS OF E/G GRA ING / z TRACT 31920-18 k�! 7 I I I I y^ rf, ,fib ,170.0 1269.7 _i �PROJECT FENCE TRACT BOUNDARY -42 26—T S ..— _..6 c, _ .':+ex—rza - _.-.... ..-...,?r,_i .......—;?.,-r!µ,--.... -,...—....._.—..._. —iLU";r- .....—....-�..... .�_.....- --__..... ....._ .............. ........ � ._.—_-. .. ,,..,�.. _. ........—.-...._-._�...._.._... _ SEE SFEET 12 Sm SFEET 13 GRAPHIC SCALE FFM IN IDY 3/.26//I 1 i t nch= 40 et. T ENGINEERING GEOLOGIST: SOILS ENGINEER: OWNER: REVISIONS: PREFAB UNDER SUP RVISION OF: SCALE: } ILSON M►KAMI CITY OF LAKE ELSINORE ppOFESS/q� G3SOILWORKS,INC. G3SOILWORKS, INC. McMIWN SUMMERLY, LLC (FOR LOTS 35, 37&38) °�� �i� e SCOTT M.WLSON DATE CORPORATION SHEET 9 3 350 FI SCHER AVENUE 350 FISCHER AVENUE 4343 VON KARMAN AVENUE, o RCE N0.49884 EXP. 9-30-18 DATE: 9 CORPORATE PARK T: 949-679-0090 MASS GRADING PLAN CITY OF LAKE ELSINORE �/ COSTA MESA, CA 92626 COSTA MESA, CA 92626 SUITE 350 130 SOUTH MAIN STREET No.49884 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE VATH THE SUITE 100 F: 949-679-0091 OF 1/ PH: 714-668-5600 PH: 714-668-5600 NEWPORT BEACH, CA 92660 LAKE ELSINORE, CA 92530 E•n 9�7+e F APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND IRVNE,CA 92606 TR. 31920-1 DDA PHASES E AND G MARK DESCRIPTION BY Appp. DATE Jf crv�� \d. STATE LAWS,AND A PERMIT CAN BE ISSUED. RIValwAk ERSIDE BENGHM&NO.BM E-3-70.ELEV.1279.829. aRAss DISC IN CONcRE7E POST 72'NORTH of'Y SUMMERLY DEVELOPMENT FILE NO. _ www.g3soilworks.com www.g3soilworks.com T(949) 955-0984 T(951)674 3124 9f cp�tE 1N1ERSEcn�N OF coRroa+STREET I e�sK9+ 27'EAST of THE CENRERUNE OF MISSION TRAIL. F 949 955-9429 F 951 674-8761 DESIGNED BY: WMC DRAWN BY: WMC DATE 3 3o I$ BASIS OF BEARING ( ) ( ) �2AD FAGRn RCE#4 20, CITY ENGINEER EXP.6-30-19 CENTERUNE OF CEREAL STREET,BEING N5n2'4B'W,BETWEEN MONUMENTS 3 AND 4,BEING THE CENTERLINE CHECKED BY: S.WILSON PROJECT MANAGER:S.VALSON INTERSECTIONS AND STONEMAM STREET AND CEREAL STREET AND COT1'DON STREET. � � ^/ TR. 20 0 �y 3I `V / P - 72. / i /' / / 7A lam' / o /,tiro /j`/• Nwu,.�.•.. 1267.E 1 4<, PAO=I2N�.O Q / / °'[°� 1/ 1269.0 - ? g6J 4Y g 1,� / / , //\ / // Y•T`4�.. 1\I\ 1 �Q /- - --_-- -" 1267.4 �� •, 'Z 1171.E Tw ,� 16 6637 XTO/ 16 \�9'�� 71.E G l l , 1 J ` / /� N q�' 7 J 7 S l IO 1 1267.E BC` 6 -126ZJM3 Al _/ / 12678 1267.0 / OT 68 i 8 TR 3 EXISTING 108" ^P STORM DR41N TRACT PAD=12sa0$ AY_,/q7; J \� 46 / - ,T s6. T O PAD=------ zz OO /! o BCR ♦ g �\� l oq L'Z Al 9.3 - �l, 1�63 OF i2E3.6g 1264.90 �/ ass"\ /IIPAD=1 /!3 /• J 6y.3 11 T F/G�,p� V b / ' tC 'fir rr PAD= 1269.1; 1269.8 0 -A-- e `\ �.,��FCq / �'• oa P 43 94, $ / ss• ,/ 7// 1?j0• �` �` l `�\ b / m PAD=1268.8 � �/ ��' ��♦ 6 , `\\ �\\ 18 / \^ 42 FG � i I 126Z2g // / 7 /l' / - = PAD=1268.4\ / 1268.7 �•�' \� ^0 //J6 ?s 6, �[ /ll 0 � AA ` _-Sy.75'-. / -35_1 f4�3� 1 /jU)at / 3 6 a 7 r .5 $ �'� J?sg 3 �35 J2 _ . �,8y1 y P. f2B7.5 ! 1268.7 1267.9 773 \ 1 1/ ! " 1266. 12 � ?q ss' /� .�\ 50 '; '3 , PCC 1267.65 TC 1'C EC�o^•�' �. l 1 r / 46 70.2^0 51 5 1. % .,.�' 1 66.89 PAC 68.2 / 4 SO' \65 1 67. 1267.55 1267.23 l 72 Qoo' � J 66 -1269.9 S � �Z''� _ TC fC FS 126. \ 1 6.73 � FG6GB F l A 52 `'rn �"!2'` TC TC PAD-1269.7 -1 69 �6.fi6= - - �.�9' 1 6.7 1266. ' �'_-39.' .J , 12681• ( � �\ / 70 ��4650 ,\`o + /' 72G.\ 126'.56 PAD_1268.1 ^ 1 ' 4 s `'FS C92i1s7 �"ti'� 1 /J / PAD=1267.3c4 \ A / ��, I ti y �l\' PAD=1269.7 h� ��°P7.6 7 PA0=12 0 55 A > I i. 6 TC 7 PAD=1267.0 o,`O' J7 h 9 �e l l '-•- � �Y � ,1 C BGq � , r m 68 � � o 790. � @ °'s• a� �+ - i _12sZ5 67 1 .9 V/, /�`� ' 39 ( �/ i CON TRUCTION OTES c4 .�R° 1 PADA4268.7 J 56 Raj PAD=1267.8 / 1268.7 �� / / \ 0 / 1 RE VE EXISTING 18" OR 24" PVC DRAIN PIPE. J P i 1 F/%7 2s /Q� SB, �/. 6 / 9 ,i J `� A• ?g" PAD--1 102 1267y Fc a. 9 /, ,�o � f�Q ��, / � 1268. 7 CONS UCT STREET UNDERCUT PER STREET SECTIONS ON SHEEP 18 12. FG GB 'h .� '0 38 PADS=1�78 �bO ,/ PA0 1267.5 LIMITS OF EIG GRADING J / Q 8 REMOV EXISTING RIP-RAP WITHIN GRADING LIMITS. �9 / i 9 REMOVE XISTING SP RISER. 73 1s6 , �' / / m m °` �5'• /' P .6 / a31920 v J ?70 / PAD=i267.1° ?ss67 $' / 6C V ? 7 / ,,. ��a\ dJ ss, � ��� /'��i� , 33 CONSTRUC RB DRAIN PER CITY OF LAKE ELSINORE STD. N0. 303 PAD-1267.91 7 58 $ aa'?� ' P 1267.E TRACT V-IQ '/' ' " 75 w �� I b 0 , // �`h / 1269.2 . I ry�' PAD=1287.8 /J, 7 / / 0 72.0' 96 PAD=/2875 /?s• V�Tw �` , I h a'. ,• 2 � 76P ~ A'o' o, / -� ;/ 36 \ PA�T07g.3 ,/ // TRA 31920-1 EX. I 4 /?7 1267. �' ti / I PER DDA i^ 68.3 4600" / T.q0 l ti 64 y 59 i PAD 1267.8 / TR. 319 / I� •~ 14'PUE 0 I JZ65;73 a PAO=126Z7 � �. i/ ?'8J' / \\ /' / / 1269.E NOTE 210' 4.32• l�� 4'PUE 78 18 I --- � 6' �� 1, / .71 7 7 � ! , �10 \\/� // 1269.0 SEE SECTION D-D ON SHEET 2 PAD=1 1 N _ I- Z6j J a o i 35 I a � I •?'/IF �', w env. / ro' v; / PAD=12678 / PAW08.9 / / / FOR TYPICAL STORM DRAIN LOT SECTION PAD= ki / SEE SHEEP 18 00 �® � q GB \PADS � T PAD=1267.4 us PAD=1267.3. I 'I h � N h o7 � NI 7Z5' I - 79.38` \b .I .f S'O 76.45' 74.13' on N� I 1 1270.2 93 I Q 79 78 - '' �N 34 '` 1 71.D 1269.5 ,�� LEGEND PAD=1267.2 ''o.c: , 80 o I� ,�^ '� vi �`' ro- I I c / ci 1 P 1 7.0 v "P PAD=12 PAD=1267.6 p N o M ^� $� �N�N �. 1 \ T 7.00 I1 v' .vim 673 n ,y e�6 ",� N �Vy1 PAD=1267.i / 7 a _ ^h ,u pqa�� ,c �PAD=116Z3 i c� \�, N� oU ,\266.53)F54.92 rx •12 .0 IF/1 n" '\1266.63IF �127.2 h�l '� ^��126 a 12 ` "'�` I 7360' PAD-409.8 \ --- ---- LOT NUMBER 126 _ / o_ 66. TF 7. 30 .5 1266.6'tt +• 11 \ ks` / PAD-- PAD ELEVATION �' I \_ -� BIRMB S 1 TC TOP OF CURB u Q \ - __,+.�fll l i aVa7f-7 17 i/ 7 BCR BEGIN CURB RETURN a --F I-- ECR END CURB RETURN ;b IC ECR 1. LP 266. 1 1^ .51 1266.9 1266.95 1266.8E 1266.70 266.9 �, N 33 I \\ TC/BC �HP �� TC �� TC CR PAD=12 .2 I � / 412863E 2 1266. i 1 66.431266.5E 12 L TC FS HP FS BVC 12�6.22 1265.97 1266.19 66.20 6 6. -_- _--- 1266.97 1266.85 1266.22 P.STORM D -N I 12 / _ - IC TC E1A: T 266.87 � �EC •� �,/ P CT 3 20 20 _ - i 6.31 00 IMP.P PAO�aP29.5 2F- - C 1266.30 7,�. 'Ss6• I /1 71.9 1268.1 tia II j1�'VC P=1 65. :L 12 9 ro I --pI�.f0-0'�C 100' = -65.70 at.6 wCL= --,{g�iM •� ' 1F2G6 7 Z2 0 GL _39-0- 20 2324S25 26 G.B3 ,27t1 TRACT 319�--2-0-- 1270.0 -18PAD=1267.E 28 LIMITS OF 1270.722 PAD=1287.8� PAD=12678 PAD=12s74 Nn P 73 G 27o.sPAD-1268.2 N 126q.7126Z4 PAD=12679 PAD=12 .2 PAD=1268.0 PRO STOR D I 31 PAD=1 267.5 S PARA K I PROJECT FENCE I ----- - 12 .412 I 1 7.4 TRACT BOUNDARY o A 1 NDE T ------------ EX 2.1 SLOPE 2 - _____________- e zs LIMITS OF E G GRADING 1 12sD ROUNDED TOP OF SLOPE �� A2A 3 I?A Q SEE SHEET 13 GRAPHIC SCALE M o •LO tl !o iB0 1 (IN IIm 4J/Jb 6V 8/3o //t A imh- 40 sL Y ENGINEERING CFOLOGI�f SOILS ENCCJNEER OWNER REVISIONS: PREPA UNDER SUPERVISION OF: SCALE: W►LSON MIKAM1 CITY OF LAKE ELSINORE G3S011_WORKS, INC. G3SOILWORKS,INC. McMIWN SUMMERLY, LLC �1 SCOTT M.MLSON ^DATE CORPORATION SASS GRADING PLAN 9A (FOR LOTS 35, 37 &3B) o o RCE NO.49884 EXP. 9-30-18 DATE: w 350 FlSCHER AVENUE 350 FlSCHER AVENUE 4343 VON KARMAN AVENUE, �ti 9 CORPORATE PARK T. 949-679-009D CITY OF LAKE ELSINORE _ SUITE 100 F: 949-679-0091 OF COSTA MESA, CA 92626 COSTA MESA, CA 92626 SUITE 350 130 SOUTH MAIN STREET Ne.assea THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE IRVINE,CA 9260E TR. 2�� DDA PHASES E ANC Ca 90 i ADDED IN-TRACT LOT&STREET ROUGH GRADING R'('L•( APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND PH: 714-668-5600 PH: 714-668-5600 NEWPORT BEACH, CA 92660 LAKE ELSINORE, CA 92530 "". a MMK DESCRIPTION BY APPR. DATE 'ff9 crva �p [STATE LAWS,A D A P MIT CAN BE ISSUED. RRNERSSIDE BENCHMARK NO.BM E-3-70.ELEV.1279.829. BASS DISC IN CONCRETE Pt%1 72'NORM OFT SLUAENLY DEVELOPMEW �NQ soilwofks.cam www.g3solwaics.com T(949) 955-0984 T(951) 674-3124 FCpt�F DATE: `IL 1 INTERSECTION OF CORYDON STREET AND MISSION TR IL 27'EAST OF THE CENTERUNE OF MISSION IRAL DESIGNED BY: WMAC DRAWN BY: WMC BASIS OF BEARING:F(949) 955-9429 F(951) 674-8761 BY: S.WILSON PROJECT MANAGER:S.WILSON RA AGRELL,RCE#4 & - ENGINEER EXP.6-30-19 INTERSECTIONS �u aF STREET,e�N5252'4e w,BE wwlfNN M=0 D TTHEE.NE ��{' A i NE _. � - -'- l \\ ����� \ \�> � �' \ �->%'' ,�.';�?-'�-.,+`, �,yn;_\\� � � ,�\k\��`=Ft' -.r �.�, �` - -��•`.r"'� - �f _- ..____�__ j;-�h� 1`\ �, ten;\��'� \ \\ \ \\ \ a � 5;•\\ �1�\ t �c\ t ` �' � i �- -y ;. — - )i \,\�, ' \r LOT �\� �\ \�\ \ \ \ }`" rN\ �,.. .y. _1; ✓1� _''`' - _ _ SLOPE _._._-;zac- _��` ...,•„�,� x 5�-. �t �\ \\ \ k 30 � ?� -`� ` �-� � �F �`....:,.v=='.�---------- �IX_3:1_---- - ,`�� \ �� OF EIG GRADING \ k �• � '" _`L�: _--- CI-�= _ �`/�-__--- 1120 GB k' .. :- _ _ +t' r+ --'Yi._�--r� 4:1 121 \ \; \ ;i, , ~" - — - \ _- - - f GDTECT 31 1220 \ � _ 21 t TED NOMAL ESTIMATED R WATER /r tt �' 4 \\` ��-.'` � � S \\ \f �•;1 <�, � \ •,t l\ '�, 1 - i: �"�`.` - ;fir'" '/ \\ �qo., \��. � �,� \ \\\ \\ ,'1220 68 rr \ - I 05Xt `��' \ .�' RAW l _ 7� G -4 v y 059 SITE\N0. 1 � � a.i. �" ; o LOT 37 I '� F �1 i C r <, 'OT135 1 \ �� s = \ , \ cd+f + \\ �> \ /> 4.1 9 �- ' f° 1� lb., �� � 4 \S I I N N N N -. Aa \ � _ t `� v V r pe fir' I I Rr kap ( w 1 p ik \I R \ zZ air i •\ •, � ?\ � rk V/�`A\`.�V..�_�,.vl,v.A V��tV w\$�V�'.`•V��-� .. - 3:1 T w ty4 t`11 1 1 k�.y ZO 21 1210 4:1 ADJUS4:1 4:1 4:1 121121 2 � t '41 3:1 AND P Evmwb tLOT , .- $Is , - —....._____ .... _�_............ __.._ ti,_ r 1 i +` '\. M11$OF G GRADING T `ti \1.� �\ �, .. _ EXISTING-R LINE _... ..� .--...____.- -----_'_.__... ..._ -_ - i \m'i -�...r- i �;--^--3-., "•:� i \W� \�.__ IX.3:1 SLOPE . - _ . / c:• \ — .�i-�' FUTURE R......LINE IXI511NG CEREAL ---_ a_ ... ....«_ ��....... R�HF- -�IW'CSBE VACATED --_ ----�k5- ....... -_ �1 .. - - IX.EDON FUTURE CEREAL -K� TRACT BOUNDARY , 38'HALF WKRTI T _- ,�.;'r ,�,1;�:/ ',.�''. _.:. IX.SCE VAULT$..... S ..•-_ .. �. -......_-- .�-.:... _._.� _.:---,;3- _—_ ___--_--_ __—___� ..a L:,t-_-- - � r--'`� _-__._ _- _^�` _�<'�"`"�.-- _ _ __ - 1 ._... _.-.��%f,6a_t: f° �'�� EXISTING R^y,�'��,,� �� � f--� 16"WATERLINE _r'Y, __._ --.--_ -1-..—... Fy-1c�Nf; -.�.). � vT �-- -n `/"✓'n- - 4�"r_y-"�'��.���� '�,r�-- ',. �= /i %'� ._- ..'�11� /^`c'�c �-" f �```.:ti - �lYY",rwW"f`7""'"�-•���f y'Y _. .�' �i-.- _- _=ti�>r'a�ti;� ._ _ CONSTRUCTION NOTES REMOVE EXISTING 36'CSP RISER. \ GRAPHIC SCALE so o as s9 Tao zas IN FEET inch ) 1 = 50 ft. i ENGINEERING GEOLOGIST SOILS ENGINEER OWNER REVISIONS: PREPA D UNDER UPERVISION OF: SCALE: WILSON MIKAMI CITY OF LAKE ELSINORE pgpFESSI / 8 G3SOILWORKS, INC. G3SOILWORKS, INC. McMILLIN SUMMERLY, LLC (FOR LOTS 35, 37 &38) 4q°��W SCOTT M.VALSON DATE G O R PO RAT►O N MASS GRADING PLAN s" 3 350 FISCHER AVENUE 350 FlSCHER AVENUE 4343 VON KARMAN AVENUE, ;v o RUE NO.49884 EXP. 9-30-18 DATE: 9 CORPORATE PARK T: 949-679-0090 CITY OF LAKE ELSINORE R 949-679-0091 Of n y COSTA MESA, CA 92626 COSTA MESA, CA 92626 SUITE 350 130 SOUTH MAIN STREET rb.49884 THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE WTH THE RVI E�CA 92606 TR. M20-1 DDA PHASES E AND G LAKE ELSINORE, CA 92530 * Eap,9/m/ts * APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND PH: 714-668-5600 PH: 714-668-5600 NEWPORT BEACH, CA 92660 RN"R"M SUMMERLY DEVELOPMENT FlIF NO. MARK 06CRP110N BY APPR. DATE fj crva �P STATE AWS, APE IT CAN BE ISSUED. RA7=R5�!�NO.8M E-3-70.EIF.V.1279.829. BRASS DISC M CONCRETE POSE 72'NORTH OF Y www.g3soilworks.com www.g3soilworks.com T(949) 955-0984 T(951)674-3124 e�a CAVE DATE: 3-30-/$ INTERSECTION OF CatroON STREET AND MISSION TRAIL 27!'EAST OF THE CENIERIINE OF MISSION TRAIL F(949) 955-9429 F(951) 674-8761 FaNQ DESIGNED BY: WMC DRANK BY: WMC BRAD FAGRELL,RCEI 43 CITY ENGINEER EXP.6-30-19 ce�RUN OF E OF CEREAL STREET.BEING N5T52'431W,BETWEEN MONUMENTS 3 NN 4,BEING THE CEtr"E \� �L7 CHECKED BY: S.NALSON PROJECT MANAGER:S.MESON ITV INTERSECTIONS OF CEREAL STREET AND STCNERAN�fIffET CEREAL STREET COR1'DOq STPEET. �>;,z ,�';. -`,_ _,� - � v��\�'� �4 LOT 30 } 9.3:1 SLOPE \ \\ kE+\ "\ �k�t\ ` °i t \\ } : E,e \ L " ITS OF E/G GRADING a �.��._�72 1 ,22 �1 \\ \ yF\ UM - lvso r_.'� 3: 1220 �, �s�--�'. 122� � �� �N \ y at— _ 1 E TECT IN PLACE 121 >1 / \� \.:. GB AND PR 7220 � r 7 r 1 ` \ Q '`�• 4 1 4:1 NORMAL 122p ES I iMATED LE>¢L/ WATER _�.. osx� .._ "^-�-.... �- ��' \\\ BORROW SITE N0.1 � 35 �\ r o.sx LOT 37 \ 4-1 {. 1 h 1` \\ `\ i '. \ry`� `i✓' %`" _- zap -- i �{'��' I 1' I t I � h ————-—— n 4:1 4:1 121 a• Ilii Etlti jE ...,.v_..— I45!`�1 ��,lytl�'r5 ` }1�� ``'"� L�` j? / AD ST EX. WELL TO GRADE 21 , (II I� �(: t .o; E d a:t a:f I i r j \ - AND. R T 1120 IOT n >`' LIMBS OF E/G GRADING EXISTING R LINE ---.._ __......� fE t 4` EX 3'i SLOPE a- EX 3 i,SLOPEWE - ,/�- FUTURE RrW'LINE `EXISTING N .__...._...._.,_._. ....__._._._..._-.....__.. .......--_ _ ............... :aas .._�...._....__�-_..........�. ........._._RGAf'OF=WAYTb BE VACATED. ..._._...... .._..... _...... --.. �`, - .= -_ ���'� a�' ` ^`' `$ % 012 t«' 'YY OA CCNO0,1 12KV ... FUTURE CEREAL STREEF, �'Y...., .�'Y-t- \\ 1.'-1. {Ga..�.EX. et,S„t ) 7 38'HALF WIDTH r -��T:: ._�'�.,� i, 1 t TRACT BOUND4RY ` - - -' EX SCE YAtq-T& DS I ..._ _^..'._ .. .._.. r ❑_L.tL E'_E-9c.-,1 j6S/1� ,'i.i=�•{`fy/'_.6... _ -E`R---�-Si:.... -_-v-\-.--- —-----_ rr,•'-_r.�...ti,_--1.'TER�LNE EAL + _ _� . .. _"_. _ -.. - . ....... .....EX. 16'WAffRLNF EXISTING 245 V '.Ii.-*.-.--"...._.•v ,,-µ---'ia_S'r-•` --`fr___.-=. .*.... CONSTRUCTION NOTES _ 9 REMOVE EXISTING 36"CSP RISER. \ 18 INSTALL LIGHT ROCK CLASS RIP RAP T=2.0'WITH NON-WOVEN GEOTEXTILE FILTER FABRIC GRAPHIC SCALE m o m w ioo mo (I FINr) vlas //g$J4b 6v' I Inch= 6o Ic VA ENGINEEFJG GEOLOGIST SOILS ENGINEER OWNER REVISIONS: PREPA UNDER SUPERVISION OF: SCALE: WI LSON MI KAMI CITY OF LAKE ELSINORE QROTEssI z �s CORPORATION G3SOILWORKS, INC. G3SOILWORKS, INC. McMILUN SUMMERLY, LLC (FOR LOTS 35, 37&38) �\W�r� SCOTT. 9884 DATE MASS GRADING PLAN SHOT � o c RCE N0.49884 EXP. 9-30-18 DATE: g CORPORATE PARK T: 949-679-0090 g 350 FISCHER AVENUE 350 FISCHER AVENUE 4343 VON KARMAN AVENUE, CITY OF LAKE ELSINORE _ SUITE 100 F: 949-679-0091 OF 18 , , No.4see4 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE VATH THE COSTA MESA CA 92626 COSTA MESA CA 92626 SUITE 350 130 SOUTH MAIN STREET IRVINE CA 92606 I R. M20-1 MA PHASES E AND G 9 1 UPDATED BORROW SITE GRADING 12-($ E.9(�o/,! >F APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND BENCHMARK: PH: 714-668-5600 PH: 714-668-5600 NEWPORT BEACH, CA 92660 LAKE ELSINORE, CA 92530 MARK DESCRPnon BY APPR. DATE e} c,va \r 5TA LAws, D A ERMIT CA E ISSUED. RIVERSIDE BENCNMAO NO.BM E-3 70.ELEV.1279.829. 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McMILUN SUMMERLY, LLC (fOR LOTS 35, 37&38) �� N1� SCOTT M.WLSON DATE MASS GRADING PLAN SHE 'A c RCE NO.49884 EXP. 9-30-18 DATE: g CORPORATE PARK T: 949-679-0090 350 FlSCHER AVENUE 350 FlSCHER AVENUE 43 SUITE 100 F: 949-679-0091 VON KARMAN AVENUE, CITY OF LAKE ELSINORE _ OF COSTA MESA, CA 92626 COSTA MESA, CA 92626; SUITE 350 130 SOUTH MAIN STREET No.49oa4 THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE WITH THE IRVINE,CA 92606 TR. 31920-1 DDA PHASES E AND G 18 s NEY�PORT BEACH,CA 92660 ADDED IN-TRACT LOT&STREET ROUGH GRADING -12- m/,a f APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND ��(( E.p, BENCHMARK: PH: 714-668-5600 PH: 714-668-5600 LAKE ELSINORE,CA 92530 MARK DESCRIPTION BY APPR. DAZE Sl �� \! STA LAWS, N RMIT CAN BE ISSUED. RIVERSIDE BENCHMARK NO.BM E-3-70.ELEV.1279.829, BRASS DISC IN CONCRETE POST 72'NORTH OF SUMMERLY DEVELOPMENT FlLE NO. www.g3soilworks.com www.g3soilworks.cgm 949)955-0984 T(951) 674-3124 4�a CNUF DATE: 9'12-1 BAsIEOCFT CIX YDON STREET AND MISSION TRIAL. zr EASTof HE CENTERLINE OF MISSION TRAWL. / DESIGNED BY: WMC DRAWN BY: WMC %AA0�,� F(949)955-9429 F(951) 674-8761 CHECKED BY: S.MALSON PROJECT MANAGER:S. MESON BRAD FAGR L,RC I 920, TYITI ENGINEER EXP.6-30-19 INTE�C;roIn CEREAL� EREETT AND STONE AN STREET AND CEREAL µo COORYDONTMSTREE SEE SHEET 8 SEE SHEET '- f 1 ��FuruRE srn�r � I 0 p m y 12 I ,� 4 0 J II atik� FUTURE TRACT t .-.1zei- k4'1 FUTURE TRACT I \�. , - BOUNDARY�� LOT AY" ti a'tia BOUNDARY a PROP.STORM DRAAN�P.FR� y� `k DOST. 108"RCP PER i2?t.o SEPARATE IMP.PLANS �. i aj DDA PHASE F STORM * \ \ .,.� ati+ DRAIN PLANS �p � � v A �k � i y LIMITS OF ECG 6Rgt�ING ' M z 12 _ ------ --- -- -- .,- '� / PROJECT FENCE 21 -------- -----�-- - _ Fo—____ 28 s`° -------- _ --- - -- - _w - -- -- - - ---- ---------� - -- 25 2 2:1 a. GB-125 ti H UMIIS OF Q GRADNG 265 xy- - PE _CROP, crngy{pgyN�� _ _ 128 5 , 260 - a2re —- _ LIMITS OF�C GRAD/NC �� - zas-SEPARATE-IMP--PLANS- -- --- -- J25 2.1 IX 2:1 SLOPE - t2s�- 21 g :1 SLOPE - - _ --- - --- _ _ Y __ - ---- - 2so--- 65 - 1240 EX.3--1 SLOPE 3:1 - - -- -- ...- .�2.>r-1249 GB-s ---r_ -- --- - - ---- E7L 2:1 SLOPE ` <s 24 --- \ -._ ti-'- 3:1 - _ —ti-—sF �.,y- rr--=-ice—rr-'-1249 GBH _ FL-BC HP t s / - �� 2 ° _ ' 3:1 1 2 i, I - ------ _�' - -- --- - - - --.- ---�;a� _ 1247 GB�t ;;--4t— 132312FC- 3:? 235:58 �_� { 1230. 1230. t 30. 12 1235. 12 FL_ 3:,1, FL 14 V 1 FL-BC FL>EC •3:1 � i6 12 h ,�.K A .89 _. 1 - '22 12 2 —i } 1.00%' i tip= a 1.00� �2"5 7A( 3.•1 1.6 inLL -123 _ —� 1 1.79 1232.01 _:; 1 .19 4:1 1 1220 G `rl / 3.1 12'DIRT aCCESS'RDAD 122 TS-BC -EC rg 2 i - -BC -EC 3 `� 12'-JDIRT ACCESS'ROAD TS-HP - 1 3:1 i 1. 12Z `° T 1230-�j—�- 1215 EC 4,7 - 4:1 re INV- 1220 GB is INV-GB 3:1 3:1 2.2 6 F f _ 1 2.32 v N 1220�-- - - - .�,� _ _ ; _ 1IS 7 TS EC - 215.12 2? 'a 4: 1 _- + ',. _' 3:1 - 122 4:1 -4 r '� 1215 IS rg 121 NV 121 � 217 � � � �j21�B._ _. i' B i220 GB� �`• 1� �' 1210 '` CASE A^n _ k.. gjj�• 121—_i21 121 121 ii�0 1 n CASEf0'/, r 4 220 GB 1 I 1212. 1220 ES71M4TED NORMAL } L=fO' 10ny 20 ESTIMATED NORMAL 17.a. 2181 i7 WATER LEVEL D=:7 /WA - D casE"A' 12 L=10' w=1D' TERL L 1D f waTER LEv€ i w=10 D=z.7 V rZ W=10' f ✓ r� is a 18 i _0.339 _. ._ ... ``' % / 0.33X _ r i n.D I atik6� t `� N 1— —t.24U•�. — �3LA"Ir{O !y/�` °�Lk'1"F 1`Lg, �,• 'f'YYr� al. {- 1 '}- Jl { 124 2�/ r 1 1217 J ---121 _.�----121 1220 EifD NORMAL 121 I 2 7 1214 1115. _ -'"'� N __ IlER LElE't 121 I4:1 4:1_-teas— ._-�- ' 1217 -r. , 4:1 't� 4:1 � 1220 GB - -- - _- -- 1220 GB - - - -- -- - //1220 GB20 GB 3:1 - - 3:1 1218 _... _ _ ' .77 rr- _ - 3:1 1230 / r EXISTING R W LINE } 123 ° o a - 1235 .-- 1235 , ,- \Dl.3:1 SLOPE UM17S OF E/G GRADING '� 1 1240 7240 . -- - 3: - -- - - -- N - TED 31 WAPT�0 BErV _ 12 RIGHT OF ACA '. 1 �1 v _ 7 ` z_ TRACT BOUNDARY ^ FUTURE R/W LINE o? FUNK€CEREAL STREET o Z `-p�-EDT / r _ �.ETE:EDISON CONDUR(12KV}l -- --- v a GRADING EX. EDIS—Ot�l�--. —._GRADING "�a 2 52'30'W L=4053.02' D1�1 EDISON CONDUIT(12KV),-Ir HALF WIDTH "� •- SON CONDUIT LIMITS OF€/G GI'M1N $ -- - -- �==rv. ry- - - EX. SCE VAULT&BOLIARDS -----d�--I- r,^Y --- - _ - o try - ` ---- -_ ._ �. CEREAL STREET.::.V - � v'. CEREAL ST _.,f�v� •-- ---- - --_ p � �'� PROTECT 7N PLACE —.-- - _ ..r - -- -- --z�--- -�G -- I D(. Wa UNE k p - -- - -s ,t .� _ EXISTING R/W LIN �� g UNE a �6- C�2 a o 4j,t a �zso 4- p O O C) ^ /i i CONSTRUCTION NOTES g NOTE CONSTRUCT SURFICAL SLOPE EROSION CONTROL AND 2 REMOVE EXISTING HEADWALL. VEGETATED SWALE SUBGRADE PER GEOTECHNICAL REPORT 8 REMOVE EXISTING RIP-RAP WITHIN GRADING UMITS. \ RECOMMENDATIONS IN APPENDIX E. ,2 INSTALL RIP RAP PAD PER DETAIL ETAIL ON SHEEP 3. 14 CONSTRUCT 3'V-DITCH PER DETAIL'I'ON SHEET 4. GRAPHIC SCALE i 15 CONSTRUCT V-DITCH INLET PER DETAIL'H'ON SHEET 4. w o ss m roo zao �I NOTE 16 INSTALL 12°PVC DRAIN PIPE WITH PIPE ANCHORS(20'O.C.)PER DETAIL'U'ON SHEET 4 N �I 17 CONSTRUCT HEADWALL PER DETAIL'L'ON SHEET 4. SEE SECTIO D-D,F-F&K-K ON SHEET 2 1 inch= 50 tL AV ENgNEERING GEOLOGIST SOILS ENGINEER OWNER REVISIONS: PREPAREDUNDER SUPERVISION OF: SCALE: WILSO►V MIKAMI CITY OF LAKE ELSINORE eROT031 3-/4/ C3SOILWORKS, INC. G3SOILWORKS, INC. McMILUN SUMMERLY, LLC (FOR LOTS 35, 37& 38) .�o / SCE No 4VALSON EXP. 9-30-18 DATE DATE: CORPORATION SHFFT 0 9 CORPORATE PARK T. 949-679-0090 MASS WADING PLAN COSTA350 FlMESARCA 92626 COSTA AVENUE 350 FlMESARCA 92626 AVENUE 4343 VON SUITEMAN 350AVENUE, 130 SOUTH MAIN TY OF LAKE SSINORETREET W» RUITE VINE�C�A 92sos F: 949-679-0091 '�'R 31920-1 MA PHASES E AND G OF 17 No.aseea THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PH: 714-668-5600 PH: 714-668-5600 NEWPORT BEACH, CA 92660 APPROPRIATE CONDITIONS IT CADE\N BE ISSUEMENT AND/OR CITY AND LAKE ELSINORE, CA 92530 NARK 11EscwPnoN BY MIHt. 'ATE ✓}9 crv�� �P STATE LAWS,AnND A PERMIT CAN BE ISSUED. RfVEASEC 13ENOF COR No,STREET E-3-70. ISSN 1279.L. 'EAST DISC IN CONCRETE POST 72'NOR01 T SUMMEt .Y DEVELOPMENT FlLE N0. www.g3soilworks.com www.g3soilworks.com T(949) 955-0984 T(951)674-3124 pF CAUE° A/lOC DATE: 3'30'(B INTERSECT ON OF CORYDON SREE N0 MIST ON TRAIL. 27'FAST OF THE CEMERUNE wSS ON TEAL DESIGNED 8Y., wMC DRAWN BY: WMC BASIS OF BEARING. wf� F(949) 955-9429 F(951) 674-8761 CHECKED BY: S.W LSON PROJECT MANAGER:S.IMLSON BRAD FAGRELL RCE 4 0, IgTY ENGINEER EXP.6-30-19 CE�NRERI NE 01 CE sTR �tT51252'4'w t N-' NE 1� V� MEET8A 1 BFEET 9A) [oo. 285 1165 1�3. e _ 7 C 16 TC 1[e'7 � 1 I� f26B09 7D, �51.3 rP 6 r i.r PAMlV.6 \\ \ Q - �1 E/MP. \ - k , '- __yam-- - 1267 .54 1 66.36 1 - I. fS FS LP R I' (7C�1286.95 2z6B.88 TC t266.70 TC 6� a r,`�: �V•1 I \ 28 I \' \ EX. 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O;I 2 1222.36 .OR 72 ae h 6 ge 'I ae '"� 1 tz3 123 3:1 12'DIRT j'.,; f 3. 3.1 22 - 123 _ 3• a 12' 1lRT ACC✓\, -HP 4:11 4.B73C 1222.61 1220 3r1 i2_DIRTACCESS - 3:1 C 122 - , 6 � 0 113 �5- N 4l51 4 -ECG - f6 _ 4:1 16 1220 Gb 1 GB 3:1 k f'`_ -a 3:1 122 -BC 1 21.52�1 �""� 3:1 /Z TS�C q'1 ��_ 1217 21 -121 2 GB $ 12f0 215 1251, 21 G4SE� 17 IMl tik' _ i - r7 TZ7f 121 -Bf �1213 11 4:1�� 1212.0 1N 17 CASE 1 10• A„ 1 1220 LTTIMAIED NORMAL ''=1 20 ESTI D NORM i7 FL L=fO' Qi CASE•A• I, 12 L=10' WATER LEVEL - D 12 W=1O' ` D= �'WATER L=10 <� i D=2.T D=2.7' �� - �9 W_f0, ;" " �. WATER - tz 66 1 I14 d 0.33% kt,3 0.20% FIG ... 1210.0 1211.0 \11 ry� N `- N ry „ 124 .-. .214.0 15.0 eORRO teas-' � N 214 1217 121 I N 14k�'+- `4k��f- 121 -121 , Nllk r-� 122D�S TED NORMAL O --121 I 121 ,�+ ? 1215 1 6 Np � ,2 fF lh WATER 1�f,.-121 4:1 4:1-7 4 _. i i7 p66 4:i ,'4°�-F 4:1 �T 1220 GB 4:1 122Q G8 ' 121 4:1 3:1 3:1 .r 3:f > k+ 3:1 1220 GB t220 GB k 122 ---- 1 $ 91 3n ii^ �h5 ti2a 3:1 2'+ 1225 fl 1230 •TILE'$ o ° DD° 4' 1230 1235 , `' , EXISTING R W UN ' EX.3:1 SLOPE LIMITS OF E/G GRADING _ 123 �E$ O 1tik 12 o e _ 1 4 > C - .T` 1240 5 a 1245 _ ---1245 _ _ -- ---� 12 RIGHT-OF-WAY-TO-" , CON C DI LIMITS OF E/G G SON C ,ti"tom ED9SON CONDUIT(12KV) ti 2'30'W L= ONDUIT 71 -------- --- - - - VAULT -- -- -- CE TtT� _.-. _ - -- -_ -_ -- -- __ -- - - ------ 1 _EX. WA LINE -- - k -- -- +EXIS fdr { LINt 9 11 V 1 y �Cl' h5 7\ 1250 XI LINE } �.( J') ,\`\ ,tik$' ,2kh+ 4 + D $ k 1 U 0 ° k ojQ IT 4b 0 n CONSTRUCTION NOTES s REMOVE EXISTING HEADWALL. NOTE CONSTRUCT SURFICAL 7 CONSTRUCT STREET UNDERCUT PER STREET SECTIONS ON SHEET 18 `so. 8 REMOVE EXISTING RIP-RAP WITHIN GRADING LIMITS. SLOPE EROSION CONTROL PER ,z INSTALL RIP RAP PAD PER DETAIL'D'ON SHEET 3A. \ GEOTECHNICAL REPORT 14 CONSTRUCT 3'V-DITCH PER DETAIL T ON SHEET 4A. 15 CONSTRUCT V-DITCH INLET PER DETAIL'H'ON SHEET 4A. GRAPHIC SCALE RECOMMENDATIONS IN APPENDIX E. � 16 INSTALL 12„PVC DRAIN PIPE. ,0 4 NOTE 17 CONSTRUCT HEADWALL PER DETAIL'L'ON SHEET 4A. N T G 32 INSTALL 12„GRATED INLET PER DETAIL ON SHEET 18 SEE SECTI D-D F- k K-K ON SHEET 2 33CITYOF LAKE ELSINORE STD.N0.303 1x FEET CONSTRUCT CURB DRAIN PER CITY 1 0 v g�30 /fit I tech= 50 tL ENGINEERING GEOLOGIST SOILS ENGINEER OWNER REVISIONS: PREP UNDER SUP VSION OF: SCALE: WiLSON MI KAMI CITY OF LAKE ELSINORE ,n PROlES51 C O R PO RATI O N p� J��t G3SOILWORKS, INC. G3SOILWORKS, INC. MCMILLIN SUMMERLY, LLC (FOR LOTS 35, 37& 38) ♦� 177 SCOTT M.WILSON D ►I A�G� /��A PLAN!'\I V SKEET 12A `'��o o RCE N0.49884 EXP. 9-30-18 DATE: MASS \.:IRA 350 FlSCHER AVENUE 350 FlSCHER AVENUE 4343 VON KARMAN AVENUE, CITY OF LAKE ELSINORE �ti �� 9 CORPORATE PARK T: 949-679-0090 W SUITE 100 F: 949-679-0099 OF 18 COSTA MESA, CA 92626 COSTA MESA, CA 92626 SUITE 350 130 SOUTH MAIN STREET No.49884 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE IRVINE,CA 92606 TR.3 920-1 DDA t`ASES E AID G 0 1 ADDED IN-TRACT LOT&STREET ROUGH GRADING -12- * APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND PH: 714-668-5600 PH: 714-668-5600 NEWPORT BEACH, CA 92660 r.47]o71A * / cHwtA LAKE ELSINORE, CA 92530 �,� STATE WS,A A P MIT CAN B ISSUED. RNERS DE BENCHMARK N0.BM E-3 70.E V.i279.829. BRASS DSC IN CONCRE E POS 72'NORM OF Y A www.g3soilworks.com www.g3soilworks.com MARK DESCRIPTION BY APPR. DATE �; \ SUMMERLY DEVELOPMENT FILE NO. 9 9 T(949) 955-0984 T(951) 674-3124 F nUFd6 INTERSECTION OF OORYDON STREET AND MISSION TRAIL. 27'EAST OF THE CENTERLINE OF MISSION TRAIL. F(949) 955-9429 F(951)674-8761 DESIGNED BY: WMC DRAWN BY: WMC C BRAD FAGRELL,RCEp 439 CITY ENGINEER EXP.6-30-192' CASIS IF BEARENTERU E OOFICCEEREAL STREET,BEING N5n2'48-W,BETWEEN MONUMENTS 3 MM 4,BEING THE CENTERLINE CHECKED BY: S.WILSON PROJECT MANAGER:S.WILSON INTERSECTIONS OF CEREAL STREET AND STONEMAN STREET AND CEREAL STREET AND CORMON STREET. SEE SHEET 9 1270.8 __- I ......-.. �257.z I m } _ r � 1 RIT-B—US�H _B _•_ ___�- � // -- ---.„-.— Z - ---�- 73 O. 1267,8 2 ;. 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SLOPE -- -- .....___ _s:5r;•- -..___.. -..-__-.. n-Ea _ 1..-41.74...11Ti.39 3a 1 4. ,,.i 15 -Y4_.....-_ - .... _.........-_...... .....-...._._ —....-.......- _....._ ._ ........__._.._' 202.___...Z ..-1247 GBw= ... .- - ..rr_--- - .._..I , ._.�.. _ -.. .. .._ _ --:2:,. - ..... _ - -- 1247 GB .... .`'- 44 ... -OF E/G GRADING t4 <. 1 - �,,.,,i . ;.. ,. - _. 1145'- -- ._ �- - _ ...- TGB==e .. f.- - - _a;a--�t4 -� 7143: ....FL�, ." T5- 17 PL l 1 2 i1—r2 a,C'TG.�dIR,T , . 7'L 14-.C.^1211�2�a50 R T _�3'.:,f�-aY' 1\IF-`•' IYY'_�,ic,,/:;/,,f ;�kL 1/0.„_,', rr I.uLrA tii -IN IIIIII- ACCESS ROAD iI48 24 12,. •7/0+'d���,}e�1l�)�;�1(t I t (• , �i0 1t1 -;,.a 2 AX49 er 2 123 BC - A S \ 1230 y� di210 GB , 2 1tMA . ^•^k -" r CAE 1 12201212 7 S N GB . 0 y SE 1220 ESIIAl4TE w=fo, ;i .j t... WATER LEVEL a e" u �;-i- �" '' i-.. ..._..._.,. .__,._12 r Ip _. / :PROP. STORM DRAIN P _ , 0 27 La 7 .rya. _ L Yf 1220 C ! _../_._ ' '=SEPARATE IMP. — ....1V-1D � D i - - -- --- ..�'� {-•---'--- r U � I 5 t, ;;--ffiiPP }121T5 W SITE' ,'� FG :. ... s y .. } O.ZOX 0.20%`+t/r7t lV TEV. Ah'' + LOT 38 `� s — . �_��w-.,.._ � �k-r. ....-..- _ _ •.'�h(`�r a- `� i i ' '__*�-�� ^:r _YYv'v.,l''�,a�'}. yah� .,,.�`'r ��,r � .✓ a 1L 1 __-`�� r .1 ,1 11@ I I' ^.': GRADING a `* .'l M GB + �• r ti> a6 °' 1220 21 I2 1220.0 \ .A� �ry01 p !1120 ESTIMATED NORA1}` ,,, - D=2.7' a WAIFR LEVEL 6 1y ���If 31 / + -Amm f220 OB 1220 GB 3:1 v �IXS__R LINE R/W 1235 ,_. 3:1 n 5 ..`' _f—_..., DUSTING UNE a 1240 FUTURE R '1�i. N F1IIURE LUTE ':�'* 3:1 RM, WAY VApLTED � ...._._ -. t 1 \ -- � ..__ ...... .... ..... - - --- �?- j.:. f (nC.,_--.__.. .� �� ..•� ••`- TRACT BOUNDARY - i"';LIM)T$'' E/G GRADING .. EX.SCE VAULT&BOLLARD�r ,1 ^— BOUNDARY ..1 t EX.EDISON CONDUIT �o 38'HA CENOTH STREET -✓'�r'ti-Yv-vvY'r'•'°",°"''c_'i-t`.a:: ..�X .,. fig; \\\\ ti�v-v-vti- '' -.✓���. , ., _ '"�' N 2.52'30'W L=4053.02' IX.EDISON CONDUIT PROTECT IN PLACE 38 HALF WIDTH _... TRACT IT<N1N RY ,.rye s •., yu-..„��'T i ... zL.. ...,r- ...... .. _.._... .... .. ... ......... ......-�-.. �...__ .. .._.. .. _. ... .._ �u� 5,:�•-s,-... ..._�......... �_.. ___. _....._ ,w-. ���c.,,,,,,,.._�,. a .._....._ ___.. . . ,. .,,, � M._,.����>,� • tia�q 4. ., _..._ T leg"" r ..AND-. . �... .... .y�-- ._._ ..... __`•,-. _,. r Y',-y_^,,�'W"Y�—-....__.. .............. _. — `.....— .__ _CFRELL SE ,n; ,�y°£. Y M1,a - 1•, — __ _ .__. ..- __.....__.._. —. .._ ..... { ti -,t245. -,- _— .. ,,,,...rr'�__ __ .�R ., ram_t, i2,,.....s... ..-�---C'- r— -�,.._ �cn - { „....,., � a 1 : •1...+..,`-�..i,..r..,}.1...' t k. EX..'?.NG,., •.... a ..,,,,.....- r h EXISTING R/IY!R� ,n?.f `a.✓ _____-.-__-.may--_-___. - -.__..___--. ........._._- __........... _.. -.. ...._.__.. _ _.....--. -_.... _ ._ wr'....., DIN 1'ti Y .i✓''r n`' a�'i h� .+" �`UYS \._- ---"-� :� yq c^` h�3 Yc,^ .ram ,fah¢' ahy �... 1 a`✓ �,...M.._..--z i- `� S �.; �^, ;v'-r �2 „ate �ya`,.F } ,ta y_ �1.} ,�y'-�.. i•-r �" -•--.' r 4 rt �'l,"'j. I �:aai N Rryaha 7 h t„_.. •.% - \\ y., 3^ /i 1 h t�'ay+ tiLah-j- f-`✓� r � n i .h. 7 /l., I nAD`.': i„a5, fYl t:,.._f .h� .h� ,.a`3', L"{- � ,.CfJ�: �a�i- n�'; ,ti.b• J t. ..k=�� NOTE CONSTRUCTION NOTES s ' 16' SEE SECTION F-F,1-1&J-J ON SHEET 2,M-M ON SHEET 13 Y 12' 2 REMOVE EXISTING HEADWALL . p �\ li BENC ACCESS BENCH 8 REMOVE EXISTING RIP-RAP WITHIN GRADING LIMITS. fi 11 CT DRAIN PER DETAIL'f' N SHEET ROAD� 3.1 12 INSTALL�RURP RAP NPAD PER D AIL b'ONOSHEET 3.3 f NOTE- CONSTRUCT SURFICAL 13 CONSTRUCT 3.5"AC/4"AB(MIN.)ACCESS ROAD. \ 3.1 •- - SLOPE EROSION CONTROL I ROL AND 14 CONSTRUCT 3'V-DITCH PER DETAIL T ON SHEET 4. SEE ABOVE 3.57AC/4'AB 15 CONSTRUCT V-DITCH INLET PER DETAIL'H'ON SHEET 4. GRAPHIC SCALE SECTION M-M VEGETATED SWALE SUBGRADE PER 16 INSTALL 12"PVC DRAIN PIPE wrrH PIPE ANCHORS(20'Q.C.)PER DETAIL'U'ON SHEET 4 S0 ° 10° 100 g NOT TO SCALE GEOTECHNICAL REPORT 17 CONSTRUCT HEADWALL PER DETAIL'L'ON SHEET 4. RECOMMENDA ON�I,S IN APPENDIX E" c IN I 0 0 V 3�.lb tar 1 inch= 60 ft. $ ENGINEERING GEOLOGIST: SOILS ENGINEER OWNER REVISIONS: PREPARE UNDER SUPER ISION OF: SCALE: ILSON M►►CAMI CITY OF LAKE ELSINORE QAFEssla !- -' CORPORATION n 50 FIS H RKS, INC. 50 FIS H RKS, INC. McMIVON SUMMERLY, LLC (FOR LOTS LAKE L &38) ��r�/� SCOTT. WILSON DATE MASS GRADING PLAN SNEET- I g 350 FISCHER AVENUE 350 FlSCHER AVENUE 4343 VON KARMAN AVENUE, RCE NO.49884 EXP. 9-30-18 DATE: g CORPORATE PARK T. 949-679-0090 CITY OF LAKE ELSINORE g COSTA MESA, CA 92626 COSTA MESA, CA 92626 SUITE 350 130 SOUTH MAIN STREET N9.4aae4 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE MATH THE IRVI E CA 92606 SUITE 100 F: 949-679-0091 TR.31920-1 DDA PHASES E AND G OF n PH: 714-668-5600 PH: 714-668-5600 NEWPORT BEACH, CA 92660 LAKE ELSINORE, CA 92530 e.P 9/39/18 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND www.g3soilworks.com www.g3soilworks.com T(949) 955-0984 T(951) 674-3124 """K oEscRvnaN ev earx oA�E frq� r STATE LAWS,AND A PERMIT CAN BE ISSUED. NTERSCI� N OF N SNREET-mow1279.M.27 EW OF�CONCRETE OF W SSION Tn OF r SUMMERLY DEVELOPMENT FlLE N0. DESIGNED BY: WMC DRAWN BY: WMC OF CALIF DATE: .3'30'/ BASIS OF sEARNO: F(949) 955-9429 F(951) 674-8761 BRAD FAGRELL,RCE/ 920, CITY ENGINEER EXP.6-30-19 CENIERUNE OF CEREAL STREET,BEING N5752'46'W.BETWEEN MWIENTS 3 AND 4,BEING THE CEWk"E �Qj• CHECKED BY: S,WILSON PROJECT MANAGER:S.WILSON CITY K N iNTERSECnowS OF CEREa STREET AND STOPEMAN SrraET AND CEREAL STREET AND CORYDON STREET. j! 4 A, MH 9A PAW2X8 \ --- 5TRACT31920�18 I \ r / 12E7.5 1268.5 I-- 0 \- /1267.1 I O 1267.2 --- ------ ------- ---- --__- BRITi i o 1268.7 \\ - ----- +I2 � 73 SHADBUSH 67.61269] 1267.4 / � 1267.5 1268.91271.i 1269.4 TRACT 31920-1 12681E/G GRADING 1270.7 1z7o.3 I EXIST.48"RCP PER 1 I DDA PHASE F STORM 1269.0 1269.5 12sss 1269.5 1269.1 12s8.8 12se.4 / PROJECT FENCE \\ DRAIN PLANS 126B.o I -EXISTING 48'RCP. I _� TRACT BOUNDARY 1268.0 \ / 1268.3 PER DOA PHASED PROJECT FENCE J 6.OX STORM DRAIN PUNS I U M TRACT BOUNDARY 1 -12Tr------- - -- ----------- I ----- --! P ?;1'DR�ARAIIIrPER- ,2ss -- - -- ...-126 ---_--- ---------------- --- --------- LIMITS OF E G GRADING - -- --------------Jr� t2s0 � SEPARATE IMP.PLANS 126 IX.2:1 SLOPE t26 t2s - � 124. 5'WIDE BENCN --- 1zs 125 1 4.41 1 42.75 12 i t2s SLOPE 2 I�I I ti+ ------- 125 ---- 1241.4 3:1 .j a FL-BC - UMITS TJF E/G GRADING1zs 125 I I,Lae IX.2:1 to 12 15 1245 - - - --1f - -- --- --- - 9: 8 - t FL G l/lN 0.50 h 4 � Aroa CCESS ROAD CC 3 , -PIRT A ��p 3:1 - _ 07 1242. 12 -� e 1 �d6 12 rrr e ':e" 12 18 72 j l/ 3 RC EC 1235 �-� - 1230 ,ti j rr 11V II I ( / 122 31 123 1220.1 3,•/ + 1. 72 220 B vo 3`�' 1220 G y� -GB 3>]�/r /rid ♦ ,`t"d�' - I f '�ti+ i de' 123 r ` d 4: ASE" f7 2 0.06 21 1220 6 17 CASE 1220 GB L=fO' a "B' GAS 'B't7 d r r �F Qj 2�.�T1 D C INV 12 :. a 0.06 + 231-- _ W=fO'j2 d59 1220 ESTIMATED N INV 3:S � r I I WATER LEYE L=10' ,ti I 12 D=2.T FL ,ti+ e 1220.0 1z - 122 / 6 / PROP STORM DRAIN 11 W=1D' .g 1ryk�+ WATT LEVEL1ti Tyr I dy0 y9 D=27' ,'L+ '�" dy' 121 $ ---.----�=2.7' _---.--. _ EPARATE IMP. 1 19.50 13 d y III � I ,ti dya ye + FG-EC 0 0% 19.75 - I , I I 1 17.5 9 dy 1 "LM+ _ 1 19.D 0 �: d66 °. d+ ox 0n0x e2 SITE 46. 2 FG dh 0.z0x v ti o ,ti+ ( I" + W ,`tid+ �d� .. 1G1 ,ryd+�� ^ v \`Lry�i y- �db d ,.,Ld`�+ i I-oN y LOT 38 tidy+ 6 dy'I-- ,1dy+ ' ,`Lde+ III ry�d 14 ;t."y-j kF'ry 1220 GB 121 tidy+ tz 22 � W=jO• 123 �- - � I if I 5 ��e D=2.7' dye ye + de. e � 1220 ESTIMATED N01 - yry � y6 ,ti"y+ 3:1 ,ti+ 23 �. 1 rydy. i II N + / -, WATER LEVEL p5t ,tid+ 11d+ it dye 124 1220 GB / + 1220 GB l,J,tid+ I I IR:db-{-.. 1225 / 1225 1245 1245 12$�ldy+ dy EXISTING R LINE 1235 3r1 dye IMI a EXfSTWG R/W LINE t I d5h 1 40 1240 y`5 ING` EAL E! 'f- �, tidy 3;1 N ,ti FUTURE R ' ,ti+ 3:1 /, + RIG -WAY B VA IED�' FUTURE R/W LINE - -- Y -- -- -- - - -`- g TRACT BOUNDARY ��--++,,UMIiS� E/G GRADING IX.SCE VAULT&BOLLARD-� ��RE STREET -CER�AL IX. EDISON CONDUIT �J N52°52'30'W L=4053.02'�EX.EDISON CONDUIT PROTECT IN PUCE HALF NgDTIj TRACT BOUNDARY ,Lk � - -----+ sr.E RA---- ti ----- -- -------------- --1--� V T-- CE 1245 ---tid6+,---L y --d6+ - --- ---- - RA_- _---- K � + G -ry dti-d+--- _ -- k `Ld..�L ,�,&5+ 1�'d'+' 2�5 / q 6 6 p56 9 Q �9 -die_---.-9-- _-._._._-_ dde / T,`Ld+ d ,`Ldy-f- d y+ ,tidg-I- ,ti+ , 4+ 5-1- de'1- ,".a�!- d ti+ ,'� .�L+ d y A ry ,'1.+ , d � ,tide+ ,tidy+ I ,ti+ �. I // ,ti°F+ rydd9 ,tidy+ ny' dye ,tidy+ ,tidy+ ,tidy+ ti dyg dyg dy9 d�9 ,tidy+ dya ,ti+ ryd5} rydy+h��oe dyry 1tid+ f / /� e //, /T ,,d;® .. „d5ti 1 , (fl ,y" .h`� ,.dy9 ,'Ldy+ ;tidy+ a dya 5a , dy+ dy9 e NOTE CONSTRUCTION NOTES s 16' SEE SECTION F-F,1-1&J-J ON SHEET 2,M-M ON SHEET 13A - <" - 2 REMOVE EXISTING HEADWALL. y. 2' 12'ACCESS 2'BENCH ROAD BENCH 8 REMOVE EX STING RIP-RAP WITHIN GRADING LIMITS. so 11 CONSTRUCT DOWN DRAIN PER DETAIL T'ON SHEET 3A. NOTE CONSTRUCT SURRICAL 12 INSTALL RIP RAP PAD PER DETAIL'D'ON SHEET 3A. �\ 13 CONSTRUCT 3.5'AC/4-AB(MIN.)ACCESS ROAD. SLOPE EROSION CONTROL PER 14 CONSTRUCT 3'V-DITCH PER DETAIL'I'ON SHEET 4A. SEE ABOVE 3.5-AC/4-AB 15 CONSTRUCT V-DITCH INLET PER DETAIL'H'ON SHEET 4A. GRAPHIC. SCALE SECTION M-M GEOTECHNICAL REPORT 16 INSTALL 12'PVC DRAIN PIPE. NOT ro SCALE RECOMMENDATIONS IN APPENDIX E. ,7 CONSTRUCT HEADWALL PER DETAIL'L'ON SHEEP 4A. -h FEET 1 1 inch= 50 tt g REVISIONS: PREP UNDER SUPERVISION OF: SCALE: €I CIN M►KAM► CITY OF LAKE ELSINORE ENGINEERING GEOLOGIST: SOILS ENGINEER: OWNER: ppOFESSI G3SOILWORKS, INC. G3SOILWORKS, INC. McMILLIN SUMMERLY, LLC ��r► SCOTT M.WILSON D C7 RAT: N MASS GRADING PLAN SHEET A (FOR LOTS 35, 37& 38) o /o RCE N0.49884 EXP. 9-30-18 DATE: CITY OF LAKE ELSINORE 9 CORPORATE PARK T: 949-679-0090 3 350 FlSCHER AVENUE 350 FISCHER AVENUE 4343 VON KARMAN AVENUE, �� y COSTA MESA, CA 92626 COSTA MESA, CA 92626 SUITE 350 130 SOUTH MAIN STREET ti No.49884 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE SUITE,00 F: 949-679-0091 r� 2 OF 18 1 UPDATE EROSION CONTROL NOTE `(2-( * APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND IRVINE,CA 92606 TR. V ISCd-1 DDA PHASES E AND G PH: 714-668-5600 PH: 714-668-5600 NEWPORT BEACH, CA 92660 Exp 9/30/18 * / BENCHMARK p���p `� l�1T LAKE ELSINORE, CA 92530 MARK DESCRIPTION BY APPR. DATE ✓t9 E� ��• STA LAWS, ND ERMIT CAN BE ISSUED.. RIVERSIDE BENCHMARK W BM E-3-70.ELEV.,279.829. BRASS DISC IN CONCRETE POST 72'NORTH OF'T SUMMERLY DEVELOPMENT 1 FiLE NO. www.g3soilworks.com www.g3soilworks.com T(949) 955-0984 T(951) 674-3124 oT CAI\ DATE: -IZ'Icq INIEasEcn°"of COWDON STREET AND MISSION TRAIL 27'EAST of THE CENTERLINE of MISSION TRAIL F(949) 955-9429 F(951) 674-8761 DESIGNED BY: WMC DRAWN BY: WMC BRAD FAGRELL,RCE► 3920, CITY ENGINEER EXP.6-30-19 NsreRuwe OP CEREAi.STREET.BEING N5752'98'W,BERYEEN MONUMENTS 3 AND 4,BEING THE CENTERLINE vwe CHECKED BY: S.WILSON PROJECT MANAGER:S.WILSON -INTE of CEREAL. T7.Ma STONEMAN EET AND CER STREET AND CORYDON STREET. f EROSION CONTROL NOTES 1. ALL EROSION CONTROL PLANS SHALL BE IN ACCORDANCE WITH CITY OF LAKE ELSINORE ORDINANCE NOS. 529,772, 802, 882, 1004, 1258 ` EROSION CONTROL NOTES CONSTRUCTION SITE BEST MANAGEMENT PRACTICES(BMP'S), AND STANDARDS OUTLINED WITHIN THE LAKE ELSINORE DESIGN MANUAL \ \ 2. THE DEVELOPER/CONTRACTOR IS RESPONSIBLE FOR ANY DISCHARGES BY SUBCONTRACTORS. \1 '��, 20 INSTALL GRAVELBAG ROW PER DETAIL'A'ON SHEET 15. 3. IN CASE OF EMERGENCY, CALL DENNIS BOWMAN AT(619)855-8900(24-HOUR PHONE NUMBER). 4 , n ; ; �` \. 21 CONSTRUCT STABILIZED PER ENTRANCE PER CASOA TC-1 AND DETAIL'Q'ON SHEET 3. 4. DEVICES TO REDUCE EROSION DAMAGE SHALL NOT BE PLACED MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE DIRECTOR OF PUBLIC WORKS OR, IN AN EMERGENCY,BY THE PERSON RESPONSIBLE FOR GRADING OPERATIONS. V" `\� 22 INSTALL FUTURE CATCH BASIN INLET PROTECTION PER CASQ4 5E-10 AND DETAIL'B'ON SHEET 15. i. 5. AREAS THAT ARE CLEARED AND GRADED SHALL BE LIMITED TO ONLY THE PORTION OF THE SITE THAT IS NECESSARY FOR CONSTRUCTION. THE \ 1 23 INSTALL STREET DESILTING BASIN WITH VEHICLE ACCESS RAMP PER DETAIL'R'ON SHEET 3. CONSTRUCTION SITE SHALL BE MANAGED TO MINIMIZE THE EXPOSURE TIME OF DISTURBED SOIL AREAS THROUGH PHASING AND SCHEDULING OF GRADING AND THE USE OF TEMPORARY AND PERMANENT SOIL STABILIZATION 24 INSTALL SILT FENCE PER DETAIL'S'ON SHEEP 3. 6. ONCE DISTURBED,GRADED SLOPES EXCEEDING A 3:1 RATIO AND/OR TEN (10)FEET IN HEIGHT(TEMPORARY OR PERMANENT) SHALL BE STABILIZED IF % `" } �� 26 INSTALL HYDROMULCH ON SLOPES. THEY WILL NOT BE WORKED WITHIN 7 DAYS. DURING THE STORM SEASON, ALL SLOPES SHALL BE STABILIZED 24 HOURS PRIOR TO A PREDICTED STORM EVENT. CONSTRUCTION SITES SHALL BE REVEGETATED AS EARLY AS FEASIBLE AFTER SOIL DISTURBANCE AND WITHIN 7-DAYS OF COMPLETION. � � GENERAL NOTE INSTALL BONDED FIBER MATRIX HYDROMULCH ON ALL PADS 7. FILL SLOPES AT THE TRACT PERIMETER MUST DRAIN AWAY FROM THE TOP OF THE SLOPE AT THE CONCLUSION OF EACH WORKING DAY. 8. THE CONTRACTOR SHALL BE RESPONSIBLE AND HAVE SIGNS POSTED ON THE SITE TO WARN AGAINST PUBLIC TRESPASS INTO AREAS WHERE WATER IS IMPOUNDED. a" 9. DUST SHAD_BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY THE CITY ENGINEER. 10. PLACEMENT OF DEVICES TO REDUCE EROSION DAMAGE WITHIN THE DEVELOPMENT SHALL BE SHOWN ON THE APPROVED PLAN. \ 11. DESILTING FACILITIES AT ALL DRAINAGE INLETS FOR THE GRADED SITE SHALL BE DESIGNED FOR A TWENTY-FIVE (25) YEAR,SIX(6)HOUR STORM INTENSITY. THEY MUST BE DETAILED ON THE PLANS DESIGN AND SPECIFIC RECOMMENDATIONS SHALL BE SUBMITTED FOR THE FOLLOWING: / a)DESILTING BASIN VOLUME BASED ON GRADIENT AND NATURE OF SOILS. b)THE EXTENT OF ALL GRADED AREAS AND IDENTIFICATION OF ANY TEMPORARY SOIL STABILIZATION MEASURES. c)SIZE OF DESILTING BASIN OUTLET PIPE AND OVERFLOW. •.r(;- d)DIKE REQUIREMENTS. SHOW MINIMUM WALL WIDTH,SLOPE OF WALLS,PERCENT COMPACTION,ETC. e)OUTLET CONDITIONS FROM THE DESILTING BASIN SHALL NOT EXCEED DOWNSTREAM LIMITATIONS, WITH THE EXCEPTION OF OVERFLOW, WHICH IS TO BE f \ DESIGNED TO PROVIDE CAPACITY OF 1.5 TIMES THE MAXIMUM DESIGN FLOW. 12.NECESSARY MATERIALS SHALL BE AVAII_49LE ON-SITE AND AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES OR `� \ TO REPAIR ANY DAMAGED EROSION CONTROL MEASURES WHEN A 50%CHANCE OR GREATER OF RAIN WITHIN A 48 HOUR PERIOD IS FORECAST FOR LAKE ELSINORE BY THE NATIONAL OCEANIC AND ATMOSPHERIC AGENCY(NOAA). `\ R 13. BMP'S SHALL BE MAINTAINED AND INSPECTED DAILY. ALL REMOVABLE PROTECTIVE EROSION CONTROL DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE(5)DAY RAIN PROBABILITY FORECAST EXCEEDS FIFTY PERCENT(50%). 14. AFTER A RAINSTORM ALL PROJECT GENERATED SILT AND DEBRIS SHALL BE REMOVED FROM CHECK BERMS,ONSITE PUBLIC DRAINS AND PIPES,DRAINS AND PIPES OF ADJACENT PROPERTIES AND DESILTING BASINS AND THE BASINS PUMPED DRY. ANY GRADED SLOPE BMP'S DAMAGED DURING A RAINSTORM SHALL ALSO BE IMMEDIATELY REPAIRED. FAILURE TO PROVIDE EFFECTIVE MAINTENANCE MAY RESULT IN PENALTIES. / �\ 15. DISCHARGING OF CONTAMINATED SOILS VIA SURFACE EROSION IS PROHIBITED. 16. CONSTRUCTION ACCESS POINTS SHALL BE STABILIZED WITH A COMBINATION OF ROCK AND SHAKER PLATES YEAR-ROUND TO PREVENT TRACK-OUT. ROUTINE STREET SWEEPING SHALL BE PERFORMED ON ALL PAVED STREETS WHERE TRACKING IS OBSERVED. VACUUM SWEEPERS SHALL BE USED WHEN STREET SWEEPING BECOMES INEFFECTIVE. / $ 'FUTURE f TR. 31920-21 NPDES/STORM WATER POLLUTION NOTES � ,, r 1.THE DEVELOPER AND HIS CONTRACTOR ARE RESPONSIBLE FOR IMPLEMENTATION AND MAINTENANCE OF THE / i' �\ SWPPP-APPROVED, PRE-QUALIFIED BMP'S FROM THE CALIFORNIA STORM WATER QUALITY ASSOCIAITON (CASQA) r,,t HANDBOOK I WEBSITE FOR CONSTRUCTION TO RETAIN SEDIMENTS FROM AREAS DISTURBED ONSITE TO THE MAXIMUM p"''� / / \� \ �;\ _ Z2 EXTENT PRACTICABLE. THE EROSION CONTROL MEASURES INCLUDE THOSE SHOWN ON THIS PLAN AND APPLICABLE SWPPP AS WELL AS ANY ADDITIONAL EROSION CONTROL MEASURES (E.G., HYDROSEEDING , MULCHING OF STRAW, GRAVEL-BAGGING , DIVERSION DITCHES, RETENTION BASINS, ETC.) DICTATED BY FIELD CONDITIONS TO PREVENT EROSION AND/OR THE INTRODUCTION OF DIRT, MUD OR DEBRIS INTO EXISTING PUBLIC STREETS AND/OR ONTO ADJACENT PROPERTIES DURING ANY PHASE OF CONSTRUCT10N OPERATIONS. 2.STORM WATER POLLUTION PREVENTION PLAN (SWPPP)SHALL BE KEPT ON-SITE AND MADE AVAILABLE UPON REQUEST OF / / RE TRACTS A REPRESENTATIVE OF THE REGIONAL WATER QUALITY CONTROL BOARD (RWQCB) - SANTA ANA REGION AND/OR THE , �� // NpARY CITY OF LAKE ELSINORE. 3.CONSTRUCTION SITES SHALL BE MAINTAINED IN SUCH A CONDITION THAT AN ANTICIPATED STORM DOES NOT CARRY WASTES OR POLLUTANTS OFF THE SITE . DISCHARGES OF MATERIAL OTHER THAN STORM WATER (NON-STORM WATER) ARE PROHIBITED EXCEPT AS AUTHORIZED BY AN INDIVIDUAL NPDES PERMIT UNDER THE STATEWIDE GENERAL PERMIT - = / PROPOSED;- CONSTRUCTION ACTIVITY. I SEDIMENT-bASIN#6 / 4.POTENTIAL POLLUTANTS INCLUDE BUT ARE NOT LIMITED TO: SOLID OR LIQUID CHEMICAL SPILLS; - { WASTES FROM PAINTS, STAINS, SEALANTS , SOLVENTS DETERGENTS , GLUES , LIME, PESTICIDES , HERBICIDES, DDA PHASE E FERTILIZERS, WOOD PRESERVATIVES, AND ASBESTOS FIBERS PAINT FLAKES OR STUCCO FRAGMENTS; FUELS, OILS LUBRICANTS, AND HYDRAUUC, RADIATOR OR BATTERY FLUIDS; CONCRETE AND RELATED CUTTING OR CURING RESIDUES; FLOATABLE WASTES ; WASTES FROM ENGINE/EQUIPMENT STEAM CLEANING OR CHEMICAL DEGREASING; WASTES FROM STREET CLEANING; AND SUPER-CHLORINATED POTABLE WATER FROM LINE FLUSHING AND TESTING. DURING CONSTRUCTION, DISPOSAL OF SUCH MATERIALS SHOULD OCCUR IN A SPECIFIED AND CONTROLLED TEMPORARY AREA ON-SITE PHYSICALLY SEPARATED FROM POTENTIAL STORM WATER RUNOFF, WITH ULTIMATE DISPOSAL IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL REOUIREMENTS. 5.RUNOFF FROM EQUIPMENT AND VEHICLE WASHING SHALL BE CONTAINED AT CONSTRUCTION SITE AND MUST NOT BE DISCHARGED TO RECEIVING WATERS OR THE LOCAL STORM DRAIN SYSTEM. 6.APPROPRIATE BMPS FOR CONSTRUCTION-RELATED MATERIALS, WASTES, SPILLS OR RESIDUES SHALL BE IMPLEMENTED TO ELIMINATE OR REDUCE TRANSPORT FROM THE SITE TO STREETS , DRAINAGE FACILITIES, OR ADJOINING PROPERTIES BY NAND OR RUNOFF. 7.MATERIAL STORAGE AND STAGING AREAS SHALL BE ESTABLISHED . FUEL TANK, PORTABLE TOILETS, LIQUIDS, GELS AND �_/ POWDERS SHALL HAVE SECONDARY CONTAINMENT AND BE STORED AWAY FROM ALL PRIVATE I PUBLIC STORM WATER FUTURE SINI *7 CONVEYANCE SYSTEMS,SIDEWALKS,RIGHTS-OF-WAYS AND FLOW-UNES. ` TR. 31920-22 B.ALL PORTABLE MIXERS SHALL HAVE PLASTIC LINERS UNDERNEATH WITH GRAVEL BAGS PLACES ON THE DOWN-HILL SIDE 24` \ LOT 25 LEGEND OF THE LINERS TO CONTAIN DISCHARGES 9.CONTROLLED STREET WASHING WALL ONLY BE ALLOWED PRIOR TO THE APPLICATION OF ASPHALT SEAL COATS AND ONLY \ FUTURE TRACT / / \ LE t�.^E V WHEN ALL PERTINENT DRAINAGE INLETS ARE PROTECTED. \ 24 \\ IA9rs of Uc awDuvc BOUNDARY 10. ALL CONSTRUCTION CONTACTORS AND SUBCONTRACTOR PERSONNEL ARE TO BE MADE AWARE OF THE REQUIRED \ \ BMPS AND GOOD HOUSEKEEPING MEASURES FOR THE PROJECT SITE AND ANY ASSOCIATED CONSTRUCTION STAGING AREAS. 11.DISCHARGING CONTAMINATED GROUNDWATER PRODUCED BY DEWATERING GROUNDWATER THAT HAS INFILTRATED INTO THE � 4 f / CONSTRUCTION SITE IS PROHIBITED. DISCHARGING NON 2 - CONTAMINATED GROUNDWATER PRODUCED BY DEWATERING \� - � / GRAVEL BAGS � ACTIVITIES MAY REQUIRE A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT FROM THE 21 REGIONAL WATER QUALITY CONTROL BOARD. 12. STORM WATER RUNOFF SHALL NOT BE DIRECTED OVER ANY SLOPES WITHOUT PERMANENT DOWN DRAINS INSTALLED. - DIRECTION OF OVERFLOW DRAINAGE FLOW EROSION AND SEDIMENT CONTROLS INCLUDING MAINTENANCE ARE REQUIRED ON ALL EXPOSED SLOPES UNTIL SUFFICIENT \ 36'X40' / PERMANENT LANDSCAPING HAS BEEN ESTABLISHED. TOOK SLOPE PROTECTION MUST BE IN PLACE PRIOR TO THE �\ 23 20 =_ --- FIBER ROLL ISSUANCE OF THE FINAL CERTIFICATE OF OCCUPANCY. �., � �- 13. VEGETATION CLEARING AND BRUSHING ACTIVITIES SHALL NOT BE INITIATED DURING THE WET SEASON ON ANY SITES 20 �` 20 WHICH ARE NOT ADEQUATELY PROTECTED WITH DESILTING BASINS OR OTHER TEMPORARY DRAINAGE OR CONTROL MEASURES. - 14. STOCKPILES OF SOIL SHALL BE PROPERLY SECURED NTH BMP'S TO ELIMINATE OR REDUCE SEDIMENT TRANSPORT FROM THE SITE TO STREETS, DRAINAGE FACILITIES OR ADJACENT PROPERTIES VIA RUNOFF,VEHICLE TRACKING , OR WIND. STOCKPILES INACTIVE FOR A PERIOD OF 14 DAYS OR MORE SHALL BE COVERED; ACTIVE STOCKPILES SHALL - PA BE COVERED PRIOR TO A FORECASTED RAIN. -_ ..-.- .. - 15. SPECIAL ATTENTION SHALL BE GIVEN TO PREPARATION AND INSTALLATION OF THE RAIN EVENT ACTION PLAN (REAP) - -_ AS REQUIRED BASED ON SITE RISK LEVEL OR AS MANDATED BY THE SANTA ANA REGIONAL BOARD NPDES PERMIT, / 36'X40' DDA ASE G 20 GENERAL PERMIT- CONSTRUCTION ACTIVITIES. / 23 20 16. AT THE END OF EACH DAY OF CONSTRUCTION ACTIVITY, ALL CONSTRUCTION DEBRIS AND WASTE MATERIALS SHALL BE COLLECTED AND PROPERLY DISPOSED OF IN TRASH OR RECYCLE BINS. I SEE SFIlEET ur 17. THIS SITE HAS OBTAINED A NATIONAL POLLUTION PREVENTION ELIMINATION SYSTEM (NPDES) PERMIT TO REGULATE - - ,'- / �/L0T34 MUNICIPAL AND INDUSTRIAL STORM WATER DISCHARGES. ,r /N NPDES WDID,y 8 33C358736 DATE WDID ISSUED: 06/23/10 ao 18. THE UNDERSIGNED CIVIL ENGINEER, A QUALIFIED QSP AND/OR SD WILL REVIEW PLACEMENT OF EROSION CONTROL AND NOTE' ALL SUMP BASINS TO INSURE THAT WORK ISIN�ACCORDANCE WITH THE APPROVED PLANS. ,f / GRAPHIC SCALE BE PUMPED DRY AFTER MARK!`'1.MIKAMIR.C.E. NO. 45985 EX . F/3 DATE EACH RAIN STORM IN FEET) 3/.0 /Ir 1 inch- 80 TL ENGINEERING GEOLOGIST: SOILS ENGINEER: OWNER REVISIONS: PREPA D UNDER SUPERVISION OF: SCALE: WILSON MIKAMI CITY OF LAKE ELSINORE Q�ILss/ -�-+'$ C O R PO RATI O N G3SOILWORKS, INC. G3SOILWORKS, INC. McMIWN SUMMERLY, LLC (FOR LOTS 35, 37&38) °1�r�i� SCOTT M.WLSON DATE sNr r 14 y c RCE NO.49884 EXP. 9-30-18 DATE: 9 CORPORATE PARK T. 949-679-0090 EROSION CONTROL PLAN y 350 FISCHER AVENUE 350 FISCHER AVENUE 4343 VON KARMAN AVENUE, CITY OF LAKE ELSINORE W IRwNeiCA 92606 F: 949-679-0091 -� 319ZO_1 DDA PHASES E AND G or 17 COSTA MESA, CA 92626 COSTA MESA, CA 92626 SUITE 350 130 SOUTH MAIN STREET No.49884 A THESE PLANS HAVE BEEN RENEWED FOR COMPUANCE WITH THE APPROPRIATE COND11IONS OF DEVELOPMENT AND OR CATY AND c PH: 714-668-5600 PH: 714-668-5600 NEWPORT BEACH, CA 92660 E.P.°"°A1° / LAKE ELSINORE, CA 92530 s c,�,� STATE LAWS,AND A PERMIT CAN BE ISSUED. RIVERSIDE�NCHM4tK N0.BM E-3-70.ELE4.9279.829. BR/SS DISC IN CONCRETE POST 72'NORTH�Y SUMMERLY DEVELOPMENT FILE NO. Magic DESCRIPTION BY APPR. DATE l mod' _ www.g3soilworks.com www.g3soilworks.com T(949) 955-0984 T(951) 674-3124 9jf p- �p�\Fd� mERSEc�mN�c�DDN STREET uw MssKKa rRaL zr usr OF THE cEN ov rssaN Two DESIGNED BY: WMC DRAWN BY: WMC DATE '��/$ BASIS OF BEAMNG: TRACT�+T n16An_M / �i9no_nn }' �' F(949) 955-9429 F(951) 674-8761 BRAD FAGRELL,RCE 0, CITY ENGINEER EXP.6-30-19 CENTERLINE OF CEREAL S REE,wm N52.52'48'W.BETWEEN MONUMENTS 3 AND 4,8EW.THE CEMQ2UNE I RAC V H 20-21 V I L LL 1 Q�'D`{� CHECKED BY: S.WILSON PROJECT MANAGER:S.WILSON INTERSECTIM EET AND STONEIM STREET ANDsTRE c EROSION CONTROL NOTES ° 1. ALL EROSION CONTROL PLANS SHALL BE IN ACCORDANCE WITH CITY OF LAKE ELSINORE ORDINANCE NOS. 529. 772, 802, 882, 1004, 1258 EROSION CONTROL NOTES CONSTRUCTION SITE BEST MANAGEMENT PRACTICES(BMP'S), AND STANDARDS OUTLINED WITHIN THE LAKE ELSINORE DESIGN MANUAL \ 2. THE DEVELOPER/CONTRACTOR IS RESPONSIBLE FOR ANY DISCHARGES BY SUBCONTRACTORS. \(� �\\ 20 INSTALL GRAVELBAG ROW PER DETAIL"A'ON SHEET 15A. 3. IN CASE OF EMERGENCY,CALL DENNIS BOWMAN AT(619)855-8900(24-HOUR PHONE NUMBER). i \ 4. DEVICES TO REDUCE EROSION DAMAGE SHALL NOT BE PLACED MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE DIRECTOR OF PUBLIC WORKS OR,IN 21 CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE PER CASQA TC-1 AND DETAIL'Q'ON SHEET 3. AN EMERGENCY, BY THE PERSON RESPONSIBLE FOR GRADING OPERATIONS. 22 INSTALL FUTURE CATCH BASIN INLET PROTECTION PER CASQA SE-10 AND DETAIL"8"ON SHEET 15A. 5. AREAS THAT ARE CLEARED AND GRADED SHALL BE LIMITED TO ONLY THE PORTION OF THE SITE THAT IS NECESSARY FOR CONSTRUCTION . THE 23 INSTALL STREET DESILTING BASIN WITH VEHICLE ACCESS RAMP PER DETAIL'R'ON SHEET 3. CONSTRUCTION SITE SHALL BE MANAGED TO MINIMIZE THE EXPOSURE TIME OF DISTURBED SOIL AREAS THROUGH PHASING AND SCHEDULING �° OF GRADING AND THE USE OF TEMPORARY AND PERMANENT SOIL STABILIZATION � 24 INSTALL SILT FENCE PER DETAIL'S'ON SHEET 3. 6. ONCE DISTURBED,GRADED SLOPES EXCEEDING A 3:1 RATIO AND/OR TEN (10)FEET IN HEIGHT(TEMPORARY OR PERMANENT)SHALL BE STABILIZED IF /%; \ 26 INSTALL HYDROMULCH ON SLOPES. I THEY WILL NOT BE WORKED WITHIN 7 DAYS. DURING THE STORM SEASON, ALL SLOPES SHALL BE STABILIZED 24 HOURS PRIOR TO A PREDICTED STORM EVENT. CONSTRUCTION SITES SHALL BE REVEGETATED AS EARLY AS FEASIBLE AFTER SOIL DISTURBANCE AND WITHIN 7-DAYS OF COMPLETION. \ GENERAL NOTE- INSTALL BONDED FIBER MATRIX HYDROMULCH ON ALL PADS 7. FILL SLOPES AT THE TRACT PERIMETER MUST DRAIN AWAY FROM THE TOP OF THE SLOPE AT THE CONCLUSION OF EACH WORKING DAY. 22 8. THE CONTRACTOR SHALL BE RESPONSIBLE AND HAVE SIGNS POSTED ON THE SITE TO WARN AGAINST PUBLIC TRESPASS INTO AREAS WHERE WATER IS IMPOUNDED 9. DUST SHALL BE CONTROLLED BY WATERING OR'OTHER METHODS APPROVED BY THE CITY ENGINEER. 10. PLACEMENT OF DEVICES TO REDUCE EROSION DAMAGE WITHIN THE DEVELOPMENT SHALL BE SHOWN ON THE APPROVED PLAN. \ \ \ \ 11. DESILTING FACILITIES AT ALL DRAINAGE INLETS FOR THE GRADED SITE SHALL BE DESIGNED FOR A % / TYR31 TWENTY-FIVE (25) YEAR, SIX(6)HOUR STORM INTENSITY. THEY MUST BE DETAILED ON THE i i/ IT 20 `�, PLANS. DESIGN AND SPECIFIC RECOMMENDATIONS SHALL BE SUBMITTED FOR THE FOLLOWING: i „aY \ 32 a)DESILTING BASIN VOLUME BASED ON GRADIENT AND NATURE OF SOILS. b) THE EXTENT OF ALL GRADED AREAS AND IDENTIFICATION OF ANY TEMPORARY SOIL STABILIZATION MEASURES. c)SIZE OF DESILTING BASIN OUTLET PIPE AND OVERFLOW. 2 P7 . 28 33 ` d)DIKE REQUIREMENTS. SHOW MINIMUM WALL WIDTH,SLOPE OF WALLS, PERCENT COMPACTION, ETC. e)OUTLET CONDITIONS FROM THE DESILTING BASIN SHALL NOT EXCEED DOWNSTREAM LIMITATIONS, WITH THE EXCEPTION OF OVERFLOW, WHICH IS TO BE DESIGNED TO PROVIDE CAPACITY OF 1.5 TIMES THE MAXIMUM DESIGN FLOW. / ./ 27 12. NECESSARY MATERIALS SHALL BE AVAILABLE ON-SITE AND AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES OR TO REPAIR ANY DAMAGED EROSION CONTROL MEASURES WHEN A 50%CHANCE OR GREATER OF RAIN WITHIN A 48 HOUR PERIOD IS FORECAST FOR LAKE •6 ELSINORE BY THE NATIONAL OCEANIC AND ATMOSPHERIC AGENCY(NOAA). 13. BMP'S SHALL BE MAINTAINED AND INSPECTED DAILY. ALL REMOVABLE PROTECTIVE EROSION CONTROL DEVICES SHOWN SHALL BE IN PLACE AT THE END % /i 20 \ \ \ \ 23 \ 36'X40' OF EACH WORKING DAY WHEN THE FIVE(5)DAY RAIN PROBABILITY FORECAST EXCEEDS FIFTY PERCENT(50%). / / \ 23 14. AFTER A RAINSTORM ALL PROJECT GENERATED SILT AND DEBRIS SHALL BE REMOVED FROM CHECK BERMS, ONSITE PUBLIC DRAINS AND PIPES, DRAINS AND PIPES OF ADJACENT PROPERTIES AND DESILTING BASINS AND THE BASINS PUMPED DRY. ANY GRADED SLOPE BMP'S DAMAGED DURING A RAINSTORM � //i 21 / \ 37 SHALL ALSO BE IMMEDIATELY REPAIRED. FAILURE TO PROVIDE EFFECTIVE MAINTENANCE MAY RESULT IN PENALTIES. \ 15. DISCHARGING OF CONTAMINATED SOILS VIA SURFACE EROSION IS PROHIBITED. 16. CONSTRUCTION ACCESS POINTS SHALL BE STABILIZED WITH A COMBINATION OF ROCK AND SHAKER PLATES YEAR-ROUND TO PREVENT TRACK-OUT. i' '�\ 23 62 ROUTINE STREET SWEEPING SHALL BE PERFORMED ON ALL PAVED STREETS WHERE TRACKING IS OBSERVED . VACUUM SWEEPERS SHALL BE USED WHEN STREET SWEEPING BECOMES INEFFECTIVE. 24 NPDES/STORM WATER POLLUTION NOTES �j � 19 TY� 25 /. 60 / 63 v 4D 1.THE DEVELOPER AND HIS CONTRACTOR ARE RESPONSIBLE FOR IMPLEMENTATION AND MAINTENANCE OF THE SWPPP-APPROVED, PRE-QUALIFIED BMP'S FROM THE CALIFORNIA STORM WATER QUALITY ASSOCIATION (CASOA) �/ / 18 // TA. 21 64 \ 41 HANDBOOK I WEBSITE FOR CONSTRUCTION TO RETAIN SEDIMENTS FROM AREAS DISTURBED ONSITE TO THE MAXIMUM EXTENT PRACTICABLE. THE EROSION CONTROL MEASURES INCLUDE THOSE SHOWN ON THIS PLAN AND APPLICABLE \\. q ,/ 1 17 / 65 SWPPP AS WELL AS ANY ADDITIONAL EROSION CONTROL MEASURES (E.G., HYDROSEEDING , MULCHING OF STRAW, � � / 58 \ / // \\ op, GRAVEL-BAGGING , DIVERSION DITCHES, RETENTION BASINS, ETC.) DICTATED BY FIELD CONDITIONS TO PREVENT EROSION / AND/OR THE INTRODUCTION OF DIRT, MUD OR DEBRIS INTO EXISTING PUBLIC STREETS AND/OR ONTO ADJACENT '/ ` 2 ` 3 2340' PROPERTIES DURING ANY PHASE OF CONSTRUCTION OPERATIONS. 2 ��•�77Y`�\ S7 \ 2.STORM WATER POLLUTION PREVENTION PLAN (SWPPP) SHALL BE KEPT ON-SITE AND MADE AVAILABLE UPON REQUEST OF / \ \ : /` A REPRESENTATIVE OF THE REGIONAL WATER QUALITY CONTROL BOARD (RWQCB) - SANTA ANA REGION AND/OR THE /r, �` 3 CITY OF LAKE ELSINORE. �� �` 14 3.CONSTRUCTION SITES SHALL BE MAINTAINED IN SUCH A CONDITION THAT AN ANTICIPATED STORM DOES NOT CARRY 4 /r 1 ,/l�,•4 WASTES OR POLLUTANTS OFF THE SITE . DISCHARGES OF MATERIAL OTHER THAN STORM WATER (NON-STORM WATER) �r �� TYP 13 �\ T/, ARE PROHIBITED EXCEPT AS AUTHORIZED BY AN INDIVIDUAL NPDES PERMIT UNDER THE STATEWIDE GENERAL PERMIT - 9/ // \ 20 - 72 / CONSTRUCTION ACTIVITY. 5 12 V `\ 54 87 46 4.POTENTIAL POLLUTANTS INCLUDE BUT ARE NOT UNITED TO: SOLID OR LIQUID CHEMICAL SPILLS; /� WASTES FROM PAINTS, STAINS, SEALANTS SOLVENTS DETERGENTS GLUES LIME, PESTICIDES \HERBICIDES, / /'"'►\ E 73 34 / FERTILIZERS, WOOD PRESERVATIVES, AND ASBESTOS FIBERS , PAINT FLAKES OR STUCCO FRAGMENTS; FUELS, OILS �i G / �/ \ 6 CT 53 fl �\ `\ LUBRICANTS, AND HYDRAULIC RADIATOR OR BATTERY FLUIDS; CONCRETE AND RELATED CUTTING OR CURING RESIDUES; i BO DA \ \ ` FLOATABLE WASTES ; WASTES FROM ENGINE/EQUIPMENT STEAM CLEANING OR CHEMICAL DEGREASING; WASTES FROM /r RY 52 ] STREET CLEANING; AND SUPER-CHLORINATED POTABLE WATER FROM UNE FLUSHING AND TESTING. DURING 10 CONSTRUCTION, DISPOSAL OF SUCH MATERIALS SHOULD OCCUR IN A SPECIFIED AND CONTROLLED TEMPORARY AREA // �� '/ / // \� \ 51 ON-SITE PHYSICALLY SEPARATED FROM POTENTIAL STORM WATER RUNOFF, WITH ULTIMATE DISPOSAL IN ACCORDANCE / j �r 32 �/ 47 \ \ 8 \\ 9 `\` \ WITH LOCAL, STATE AND FEDERAL REQUIREMENTS. /� i 49 5.RUNOFF FROM EQUIPMENT AND VEHICLE WASHING SHALL BE CONTAINED AT CONSTRUCTION SITE AND MUST NOT BE �'r / 7S DISCHARGED TO RECEIVING WATERS OR THE LOCAL STORM DRAIN SYSTEM \\ �/ / 46 ` 9 8 B.APPROPRIATE BMPS FOR CONSTRUCTION-RELATED MATERIALS, WASTES, SPILLS OR RESIDUES SHALL BE \ \�� // /,iK'"/ 2a. �'� // \� \ \ ] \ \ / /50 JI jt IMPLEMENTED TO ELIMINATE OR REDUCE TRANSPORT FROM THE SITE TO STREETS , DRAINAGE FACILITIES, OR ADJOINING v PROPERTIES BY WIND OR RUNOFF. v :v � 7.MATERIAL STORAGE AND STAGING AREAS SHALL BE ESTABLISHED . FUEL TANK, PORTABLE TOILETS, LIQUIDS, GELS AND POWDERS SHALL HAVE SECONDARY CONTAINMENT AND BE STORED AWAY FROM ALL PRIVATE I PUBLIC STORM WATER / / i 44 CONVEYANCE SYSTEMS, SIDEWALKS, RIGHTS-OF-WAYS AND FLOW-ONES. 2 _ / 31920-�2 52 \. P. 5 8.ALL PORTABLE MIXERS SHALL HAVE PLASTIC LINERS UNDERNEATH WITH GRAVEL BAGS PLACES ON THE DOWN-HILL SIDE 24 / f- \` 20 = OF THE LINERS TO CONTAIN DISCHARGES. \, 43 ,/ I 4 3 2 \ LEGEND 9.CONTROLLED STREET WASHING WILL ONLY BE ALLOWED PRIOR TO THE APPLICATION OF ASPHALT SEAL COATS AND ONLY -a ° 1 41 40 WHEN ALL PERTINENT DRAINAGE INLETS ARE PROTECTED . �� 24 �\ \\ �� 42 \ / °J TRACT 1 `� 10. ALL CONSTRUCTION CONTACTORS AND SUBCONTRACTOR PERSONNEL ARE TO BE MADE AWARE OF THE REQUIRED �, \ / I 36'X O' 37 BOUN 36X40' BMPS AND GOOD HOUSEKEEPING MEASURES FOR THE PROJECT SITE AND ANY 51 �� ��� 28 \ - 23 I 23 ASSOCIATED CONSTRUCTION STAGING AREAS. \ \\ \\ -__ -Q ffr Lw 11.DISCHARGING CONTAMINATED GROUNDWATER PRODUCED BY DEWATERING GROUNDWATER THAT HAS INFILTRATED INTO THE CONSTRUCTION SITE IS PROHIBITED. DISCHARGING NON- CONTAMINATED GROUNDWATER PRODUCED BY DEWATERING �°° Np _- - - --- - 14 $8 <j 4 � "�- GRAVEL 84GS ACTIVITIES MAY REQUIRE A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT FROM THE i \ 20 ,� __ __ - / 56 57 REGIONAL WATER QUALITY CONTROL BOARD. ,,,ppp... - _- --- -- -- 12. STORM WATER RUNOFF SHALL NOT BE DIRECTED OVER ANY SLOPES WITHOUT PERMANENT DOWN DRAINS INSTALLED. \\ 25 /36'23'15 DIRECTION OF OVERFLOW DRAMAGE FLOW EROSION AND SEDIMENT CONTROLS INCLUDING MAINTENANCE ARE REQUIRED ON ALL EXPOSED SLOPES UNTIL SUFFICIENT / \\.. 36'X40' 24 19 18 , / PERMANENT LANDSCAPING HAS BEEN ESTABLISHED. 100% SLOPE PROTECTION MUST BE IN PLACE PRIOR TO THE \+ 23 22 21 20 'f/jl , I - f%f FIBER ROLL ISSUANCE OF THE FINAL CERTIFICATE OF OCCUPANCY. •�� 23 20 13. VEGETATION CLEARING AND BRUSHING ACTIVITIES SHALL NOT BE INITIATED DURING THE WET SEASON ON ANY SITES 20 '-+ 120 16 j' r WHICH ARE NOT ADEQUATELY PROTECTED WITH DESILTING BASINS OR OTHER TEMPORARY DRAINAGE OR CONTROL 24 MEASURES. _Q7 \ ... ._-- .-.-_- - - 54'aA 14. STOCKPILES OF SOIL SHALL BE PROPERLY SECURED WITH BMP'S TO ELIMINATE OR REDUCE SEDIMENT TRANSPORT FROM THE SITE TO STREETS, DRAINAGE FACILITIES OR ADJACENT PROPERTIES VIA RUNOFF, VEHICLE TRACKING OR WIND. STOCKPILES INACTIVE FOR A PERIOD OF 14 DAYS OR MORE SHALL BE COVERED; ACTIVE STOCKPILES SHALL BE COVERED PRIOR TO A FORECASTED RAIN. 15. SPECIAL ATTENTION SHALL BE GIVEN TO PREPARATION AND INSTALLATION OF THE RAIN EVENT ACTION PLAN (REAP) / n //�� AS REQUIRED BASED ON SITE RISK LEVEL OR AS MANDATED BY THE SANTA ANA REGIONAL BOARD NPDES PERMIT, 2 / 3'X40' V L'] rH ]G 20 GENERAL PERMIT-CONSTRUCTION ACTIVITIES. - 1 I 40 39 38 3 37 333666 3355 34 6 16. AT THE END OF EACH DAY OF CONSTRUCTION ACTIVITY, ALL CONSTRUCTION4 DEBRIS AND WASTE MATERIALS SHALL BE COLLECTED AND PROPERLY DISPOSED OF IN TRASH OR RECYCLE BINS. SEE 17. THIS SITE HAS OBTAINED A NATIONAL POLLUTION PREVENTION EUMINATION SYSTEM (NPDES) PERMIT TO REGULATET /� / L(yr34 MUNICIPAL AND INDUSTRIAL STORM WATER DISCHARGES. - NPDES WOID11 8 33C358736 DATE WDID ISSUED: 06/23/10 •!i l f�/ ` 18. THE UNDERSIGNED CIVIL ENGINEER, A QUALIFIED QSP AND/OR OSD WILL REVIEW PLACEMENT OF EROSION CONTROL AND INSURE THAT WORK IS IN ACCORDANCE'NTH THE APPROVED PLANS. NOTE ALL SUMP BASINS TO GRAPHIC SCALE ,( (���'� BE PUMPED DRY AFTER w MARK T-�AMI 59ss-Es�zy31 1B A1� EACH RAIN STORM / j' /8 Wb Ov 8i3o ii8 n h 80 1 I inch BO ft GEOLOGIST SOILS ENGINEER OWNER REVISIONS: PREPA UNDER SUPERVISION OF: SCALE: WILSON MIKAMI CITY OF LAKE ELSINORE pgOFESSIgyq/ G3SOILWORKS, INC. G3SOILWORKS,INC. McMILLIN SUMMERLY, LLC ( Qom°\\ N e SCOTT M.WILSON DATE CORPORATION 94 FOR LOTS 35, 37&38 c RCE NO.49884 EXP. 9-30-18 DATE: 9 CORPORATE PARK T: 949-679-0090 EROSION CONTROL PLAN SHEET s 350 FlSCHER AVENUE 350 FISCHER AVENUE 4343 VON KARMAN AVENUE, CITY OF LAKE ELSINORE W SUITE IGO F: 949-679-0091 COSTA MESA, CA 92626 COSTA MESA, CA 92626 SUITE 350 130 SOUTH MAIN STREET y N. 49884 A THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE WITH THE IRVINE CA 92606 TR. 31920-1 DDA PHASES E AND G OF 18 5 1 ADDED IN-TRACT LOT&STREET ROUGH GRADING '�Z- 4c E.p 9/N/18 * APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND PH: 714-668-5600 PH: 714-668-5600 NEWPORT BEACH,CA 92660 LAKE ELSINORE, CA 92530 s , STA AWS, D A PERMIT CAN E ISSUED. RIVERSIDE BENCHMARK NO.BM E_3-70.ELEV.1279.829. BRASS DISC IN CONCRETE POST 72'NORTH Of SUMMERLY DEVELOPMENT 1 FILE NO. www. 3solworks.com www.g3solworks.com T 949 955-0984 T 951 674-3124 MARK DESCRIPTION BY APPR. DALE /qff, E \ INTERSECTION OF CORYD N!MEET MA MES04 RAIL 27'EAST OF THE CENTERLNE OF MISSION TRAIL 9 ( ) ( ) of EN DATE: -�2 BASIS OF FOF CE TRACT 31920-21 / 31920-22 � 4l o A DESIGNED BY: WMC DRAWN BY: WMC - F 949 955-9429 F 951 674-8761 BRAD FAGRELL,RCE 4 20, CITY ENGINEER EXP.5-30-19 CENTERL NE OF CEREAL STREET,BEING N5757481Y.BETWEEN MONUMENTS 3 AND 4,BEING THE CEW ERUNE CHECKED BY: S.MLSON PROJECT MANAGER:S.WILSON ROERSEC OF CEREAL STREET AND STONEVAN STREET AND COREA.STREET AND CDRYDON STREET. i -- Runoff with sediment C h het \ DOve,now 12— :. GRAVEL BAG(1 WIDE K 2 HIGH) ..: --..--__ - .-- - _..._ . .1 — 24" \ BURY BAG 1/2 BAG HEIGHT -- — --- __ EROSION CONTROL NOTES 0A v�`90� FLOW 20 INSTALL GRAVELBAG ROW PER DETAIL"A"ON SHEET 15. l� \ =— == II 21 CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE PER CASQA TC-1 AND DETAIL'0'ON SHEET 3. STAGGER BAGS '� Lsed„nent - 22 INSTALL FUTURE CATCH BASIN INLET PROTECTION PER CASQA SE-10 AND DETAIL"B"ON SHEET 15. R Concrete block laid— Hordwore doih / �J lengthwise on sides wore mesa 23 INSTALL STREET DESILTING BASIN WITH VEHICLE ACCESS RAMP PER DETAIL'R'ON SHEET 3. a �— — -- f� ®perimeter of opening liordwo,e clotn or 4 — -- --- 'Y wire mesh CJrb inlet 24 INSTALL SILT FENCE PER DETAIL'S'ON SHEET 3. 26 INSTALL HYDROMULCH ON SLOPES. Tom ,� � \�' � A GRAVEL BAGS 0 WIDE X 2 HIGH) B TYP. FUTURE CATCH BASIN INLET ffl TrCT i 24 GENERAL NOTE. INSTALL BONDED FIBER MATRIX HYDROMULCH ON ALL PADS uvr NOT TO SCALE NOT TO SCALE / cASQn 5E-10 DRAIN INLET PROTECTION —TYPE 4 \ 24 24 "M OF E/G OMM LEGEND TYP. SEE SHEET 14 TM1CT 3820-V 1 ❑MPS OF E/G GRADING t 20 DDA PHASE E� �\ \� �\ or UNE LCR'' \\ a " 36'X40' / N \ GRAVEL BAGS OFE/G GRADErc :..,F� 23 20 — \�T ANDeouxwRv �9 20 VILLAGE PARKWAY 24 DIRECTION OF OVERFLOW DRAINAGE FLOW FIBER ROLL / i 36X40 20 21`ate/ T / 23 i 20 I LGr 34 — ' FUTURE TRACT NOTE: ALL SUMP BASINS TO BE I ,BOUNDARY ,10 D IGNT� // / ��� —� PUMPED DRY AFTER EACH RAIN TR. 3192 -25 �, LOT 27 STORM FUTURE TRACT BOUNDARY a uMns of/c GRADING ——— ——————-- AND TRAC BOUNDARY I r ———— III I FUTURE I I TR. 31920-23 I I I Z LOT 28 PROPOSED=� DA PHASE I I_ I I I I SEDIMENT SIN IN I 11 I all LM_ I 1 �•/ LOFT 30 LCfr'ATr III I I Y/,/ EXISTING � :. uvns c���o«aawc I I I I 9 + �' SEDIMENT BASIN 15 �/r FUTURE / I — — —J I TR. 31920-201 I LOT 23 i 51 I II I I FUTU UN I i I Taut LOT'Ai9' \ I WT114wf LK Autism r TRW. � \ LOT'AY' I � � � � Cs. uMRS OF E/G GRAM i PE LM C ER AND Fill p ----------- Z7 --- GRAPHIC SCALE 6 � ours _ - 26 IX xI susE� / LAErs / xI IX x1 susE - - IX EI SOPE) o AO 60 1!0 JYO �OMM'G 26 1 SM SHEET 16 SEE SHEET 17 (IN gear) (II Q 'b V 3/26/Id > inch= Bo a ENGINEERING GEOLOGIST SOILS ENGINEER OWNER REVISIONS: PREPARE UNDER SUPERVISION OF: SCALE: wILSON M►KAMI CITY OF LAKE ELSINORE PROFESSI _ DATE CORPORATION G3SOILWORKS, INC. G3SOILWORKS, INC. McMILLIN SUMMERLY, LLC (FOR LOTS 35, 37&38) �� g�/ RCESCO N . 98WIL 4 DATE 9 CORPORATE PARK T: 949-679-0090 EROSION CONTROL PLAN SHOT 15 c RCE N0.49884 EXP. 9-30-18 DATE: 350 FISCHER AVENUE 350 FISCHER AVENUE 4343 VON KARMAN AVENUE, CITY OF LAKE ELSINORE W» : SUITE 100 F: 949-679-0091 OF n COSTA MESA, CA 92626 COSTA MESA, CA 92626 SUITE 350 130 SOUTH MAIN STREET No.As884 THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE WITH THE IRVINE CA 92606 TR. 31920-1 DDA PHASES E AND G 9 * Exp eAsoifa >♦ APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND PH: 714 668-5600 PH: 714-668-5600 NEWPORT BEACH, CA 92660 LAKE ELSINORE, CA 92530 STA�DGAIRE'Ll. A P IT CAN ISSUED. BENCHMARK: SUMMERLY DEVELOPMENT FILE No. MARK DESCRIPTION BY APPR. DATE s9 av�� \PRIVERSIDE BENCHMARK ON BM EET AM ELEV.127AIL BRASS DISC IN CONCRETE POST IS NORM OF T www.g3soilworks.com www.g3soilworks.com T(949)95 -0984 T(951)674-3124 OT CpUF DATE: 3'30-I$ INFERSSIS BE OF COR DON SHEET AND MISSION TRAIL 27'EAST OF THE CENTER NE OF MISSION TRAIL F(949)9 9429 F(951) 674-8761 DESIGNED BY: WMC DRAWN BY: WMC BRACEI 439 CITY ENGINEER EXP.6-30-19 CAENTERE OFINCQtEAL SHEET,SING N5252'481V,BETWEEN MONUMENTS 3 AND 4,BEING THE CENTERONE TRACT 3f.92O-20, 23 AND 25 CHECKED BY. S.WILSON PRO,ECT MANAGER:S.WLSgJ INIERSECiK1NS OF C AND STa! STREET AND CEREAL STREET AND CORYDON STREET. `•_ , - - 1 -R„noff with sediment t. GRAVEL BAG(1 WIDE x 2 HIGH) i -- ` .__. r 24" J \` BURY BAG 1/2 BAG HEIGHT °—— � _ EROSION CONTROL NOTES ° — - S ER gyp- O _-_ ... STALL GRAVELBAG ROW PER DETAIL A ON SHEET 15.A. r IN CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE PER CASOA TC-1 AND DETAIL'0'ON SHEET 3. STAGGER BAGS - I - --� � Z / �- � dmen( 6~� � - 22 INSTALL FUTURE CATCH BASIN INLET PROTECTION PER CASOA 5E-10 AND DETAIL"B"ON SHEEP 15A t 'V Co .retc hlock io'd Neva o-, iota ' { 23 INSTALL STREET DESILTING BASIN WITH VEHICLE ACCESS RAMP PER DETAIL`R'ON SHEET 3. 6 lengthwee on sdes —s as{w,mel er of n�,mnq 24 INSTALL SILT FENCE PER DETAIL'S'ON SHEET 3. -- -- -- -- - I ordwerehclot�o. c.,,h:net w`e'-es 26 INSTALL HYDROMULCH ON SLOPES. / GENERAL NOTE. INSTALL BONDED FIBER 94TRIX HYDROMULCH ON ALL PADS \\ ` GRAVEL BAGS 0 WIDE X 2 HIGH) TYP. FUTURE CATCH BASIN INLET PROTECTION ,•-•" 24 \� \ / A NOT TO SCALE B NOT TO SCALE CASOA SE-10 DRAIN INLET PROTECTION -TYPE 4 A 2_. 24 \ 5 136X40' _ \� 29 23 —' 26 LEGEND 7 2749 \\ i `50 TYR WE SHEET MA �l r�T3111MAD e 1 48 20 26 DAP AS E /36'X D' \` LAT 36'xao' 47 i 36�0' 24 23 22 21 20 19 18 1i 23 15 GRAVEL BAGS y 9 II 23 gPPLE 20 W I I -- p ~ - -zo DIRECTION OF OVERFLOW DRAINAGE FLOW VI GE P RKWA I zo 16 — � z4 { \ VT 30 FIBER ROLL 10 'I 76 53 2 / 39 38 3 x40' 36 35 7 6 20 I I 11 I 43 I 40 3 34 I —- 12 I ------I II 75 I 54 Ilt ' 23� I 3 I - - - - - -- - -- f - 3 � / //1OT9413 �1 74 a �1 at 4 14 sxao' - r /�/ �' NOTE: ALL SUMP BASINS TO BE 32 PUMPED DRY AFTER EACH RAIN II I - 11 I I � I 5 I, I 41 2p I cr II 73 I i1 40 II , BOUND z, STORM 3 � TRACT- I ' I I�lU�A 6 It I1 42 59 II ,I � )0 99 I I 72 ! 57 1 1 t tl 39 h II I, � / O �, �/ �� � \\ --•.�^ /r l 47 45 44 43 42 II II 44 57 LL,l I II 29 96 97 0 r 49 50 17 � II 70 59 �� I 9 � 8 i Il 1R 25 WWI II �� d 51 \\�� \ _ I I 28 I \ 52 _ 18 1' 11 60 1' 9 III 361! 56 II TYP. 70 53 I � I I � 36 ZQ /� t2 Ili 23,�r� 20 40 19 1' III II I 36'X40 - lI I Ill 46 55 II PA P xi II 'I 3�6'X40' \23 67 / /r / 39 L=30 L AR' I II 88 61 I; ,I 35 II 26 1 U I 87 `� _ 66� �� / / 36'X40F' 11 1 11 I III 47 II Il 36'X40' r` 57 'J38 20 I' I+ 1 4 I 23 14 I it � I 72 ',, ��� • 367C40' �,,o z3 I 67 62 I II 34 1 , I I 73 t it Il 12 I II 48 II II 86 I 74` ,I 65 58 It 1 I' ,I I t5 ,I 75 L o I 6621 P ' I ' I I 91 11 82 o i% / \ 10 13 II II 49 I II 36'x40' ,I 76 f36 52 ' I I 65 20 64 1' 'I �36'X40r I 50 I' It TRACT I' ,� 11 1 323 I , / . //� / 35 22 I -- - 23 51 I II 22TYP. •17 II I n I 36'x40' 36'X40'I I Il. \ 20 1 I' 1 93 36'X40'23 63 I 80 rV2A 234 34 . I -_ 23 P4 25 26 27 28 29 30 31 1516 — Q 2 21 18 1p 22 23 24 25 26 27 28 29 30 31 32 I I f I 7i=Ti26 GRAPHIC SCALE 26 2fi - •� -.. _ __-__ -_-- 16A 0 17A (INFO 'U(✓b 1J� 8�3T� ��� 1 inch= 80 ft. ENCaNVEERING GEOLOGIST SOILS ENGINEER OWNER REVISIONS: F`! P (✓UNDER SU ERVISION OF: SCALE: WI LSON MI KAIII CITY OF LAKE ELSINORE Ya IL i'ZB C O R PO RATIO N G3SOILWORKS, INC. G3SOILWORKS, INC. McMILLIN SUMMERLY, LC (FOR LOTS 35, 37&38) g�\� �7s SCOTT M.WILSON DATE SHEET 64 g 350 FISCHER AVENUE 350 FISCHER AVENUE 4343 VON KARMAN AVENUE, w o RCE NO.49884 EXP. 9-30-18 DATE: 9 CORPORATE PARK T. 949-679-0090 EROSION CONTROL PLAN CITY OF LAKE ELSINORE _ SUITE IGO F: 949-679-0091 3 No.49884 THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE WITH THE IRVINE,CA 92606 TR. 31920-1 DDA PHAMS E AND G OF 18 y COSTA MESA, CA 92626 COSTA MESA, CA 92626 SUITE 350 130 SOUTH MAIN STREET T ADDED IN-TRACT LOT h STREET ROUGH GRADING 'IZ•I �L c.o o m„a >f APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND PH: 714-668-5600 PH: 714-668-5600 NEWPORT BEACH, CA 92660 LAKE ELSINORE, CA 92530 s� e,u STATE ws,A A IT CAN E ISSUED. RIVERSIDE BENDHMARK NO.BM E-3-70,ELEV.1279.829. BRASS DISC IN CONCRETE POST 72'NORTH OF Y SUMMERLY DEVELOPMENT FU NO. www.g3solworks.com www.g3soilworks.com MARK DESCRIPTION BY APPR. DALE 1 \Q y f"SEC1IpN OF CORYDON STREET AND MISSION TRAWL 27•EAST OF THE CENTERLINE OF W40N TRAIL. w g 9 T(949)955-0984 T(951) 674-8761 OF CALIF DATE: 9'I2"I BASIS DF BEAPoNG: TRACT 31920-20 23 AND 25 DESIGNED BY: WMC DRAWN BY: AMC ,�•V1I F(949) 955-9429 F(951) 674-8761 BRAD FAGRELL,RCEI 4340, CITY ENGINEER EXP.6-30-19 CENTERLINE OF CEREAL STREET,BEING NST52'48I BETWEEN MONUMENTS 3 AND 4,BEING THE CENTERLINE , 1'� CHECKED BY: S.WILSON PROJECT MANAGER:S.WILSON MliERSECTIDNs aF STONEMAN STREET AND CEREAL STREET AND STREEr. LOT31 \ \ \ 4 $ LOT 36 9'2, aavE \ \ \ LOT 30 LOT'AW a axr . .r - \\ \\ s Al v "'i` v \ \\ \� \ LOT30 \\ v F 06-- \\ \ \ \ m x Izr meesRw m_\ �rp 0m`WWr V A V A - navarra r ax uns a rR mawi nw%s®r rxr. A 4 - XX r a Aw"i,°esE�ti 2 21 c\ \\ r2o5 ce zr \ 26 \ / \ IX sr rzos zr �� A A r� za raz•oq ONG TOE Of 26 12M awn a \` BORROW SITE NO.1 11 II 24 2p u LOT 37 I LOT 35 BORROW SITE NO.2 AL0 TOE OF SLOPE i � Arwna I 'rFW I` LOT38 - \ \ w RAW I AxARf IX Y@!10 aw —�_ 26 1 I Aw A4or&r w RAfF \ \\, IArss w 0 arms 1 I I r TOE OF SLOPE • \ � � I � rms ce +� \\ I I I :2i Toe rzw 21 121 28 , I 1 I 1 2J IJ :. lTO/LtT W RAa rYr5 r213-- k CVMRV - �t LOT I Iw ep awn IX xr sac wR4 a Frs awn 28 ues er rls eraw 226 is '. rxamc RiU' . \ a x+s:aAc I --- 1 tn(rAW Rh'uc cxanAc R/W ua I '. rtJnATr R/W rAr��.rnsrxc�snecT — — — — -I-' �� �//�/- - - -nmwc w>•'uc- T. mom cmx snerr - -... - am •, - \rx munv anoa(raq �\a Nur som r cr. a eauAsos Im7 sarew larxr7werww `3r wr en `IX li50N Rac 9aWDu I IW 7IwIAOwr IX r6 W1IFRIINE ....Avw RA ... yt= .'...li .,' ............... ,,.t°f.........,i' ____. ........... ......... + J... IX r61M - C@',EAL BIFIET -asrx a..@ ti�ra•w03ur Sr - Dew�RN Tsc�� — — — +r wmuc — — — — — - - am"— — — — — — C REAL STREET — — — — — — r LEGEND EROSION CONTROL NOTES i 21 INSTALL GRAVELBAG ROW PER DETAIL"A"ON SHEET 15. 21 CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE PER CASOA TC-1 AND DETAIL'0'ON SHEET 3. - -� GRAVEL BAGS • 22 INSTALL FUTURE CATCH BASIN INLET PROTECTION PER CASOA SE-10 AND DETAIL"B"ON SHEET 15. 23 INSTALL STREET DESILTING BASIN WITH VEHICLE ACCESS RAMP PER DETAIL'R'ON SHEET 3. - DIRECnON OF OVERFLOW DRAINAGE FLOW 24 INSTALL SILT FENCE PER DETAIL'S'ON SHEET 3. FIBER ROLL 26 INSTALL HYDROMULCH ON SLOPES. GENERAL NOTE: INSTALL BONDED FIBER MATRIX HYDROMULCH ON ALL PADS GRAPHIC SCALE ( IN FEET) Olio OV 3/2t /!Y 1 ach= eo eL REVISIONS PREPA UNDER S PERVISION OF: SCALE: WI L S®N M I KA M I CITY OF LAKE ELSINORE ENGINEERING GEOLOGIST SOILS ENGINEER: OWNER: G3SOILWORKS, INC. G3SOILWORKS, INC. McMIWN SUMMERLY, LLC \fir�I SCOTT M.WILSON /Z DA E C Q R P®RAT►0 N 16 (FOR LOTS 35, 37 do 38) H�` !c RCE NO.49884 EXP. 9-30-18 DATE: 9 CORPORATE PARK T: 949-679-0090 EROSION CONTROL PLAN SHEET g 350 FISCHER AVENUE 350 FISCHER AVENUE 4343 VON KARMAN AVENUE, CITY OF LAKE ELSINORE SUITE 100 F: 949-679-0091 OF n COSTA MESA, CA 92626 COSTA MESA, CA 92626 SUITE 350 130 SOUTH MAIN STREET No.49884 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE IRVINE,CA 92606 TR. 31920-1 DDA PHASES E AND G o # c.R 9/whs * APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND �/� PH: 714-668-5600 PH: 714-668-5600 NEWPORT BEACH, CA 92660 LAKE ELSINORE, CA 92530 STATE LAWS, D A PERMIT CAN BE ISSUED. BENCHMA SUMMERLY DEVELOPMENT FILE No. MARK DESCRIPTION BY APPR. DALE ✓J Cl— \P RNMII)E SENCHAMRK NO.BM E-3-70.ELEV.1270.829. BRASS DISC W CONCRETE POST 72'NORTH OF Y www.g3soilwoFks.com www.g3soilworks.com T(949)955-0984 T(951) 674-3124 qlE of CAL\\6 DATE: 3-30-1 INTERSECTION OF C WYOON STREET AND FNSSKW TIRAIL. 27'EAST OF THE CENiERLNE OF WSSON TRAIL DESIGNED BY: *MC- DRAWN BY: WMCBASIS OF BEARING F(949) 955-9429 F(951) 674-8761 CHECKED BY: S.w1LSON PROJECT MANAGER:S.WILSON BRAD FAGRELL,RCEg 20, CITY ENGINEER EXP.6-30-19 C RUNEOOF CEREAL STREET,LTEIA'0 R55752'48'W,BETWEEN MONUMENTS 3 AND 4,BENG THE CENTERLINE BORROW SITES NO, 1 AND 2 t 4' 00113. \ \\ 21 LOT 31 \ \ \\ \ \\ -- LOT 36 94i \ \ \\A LOT 30 --- Lorr W�..r _ 1 \\ \ \ �° 22 \•`•, ,` d-• IT, ------ -------------- �\ \ \ \ �� LOTS 2 \ \ z6 L \_ 1 0 \ \ \\•:,�, ® ` ... � \\ \ \\ \ � ---ITT i \ � tONG TOE OF SL t203 26 1 p \' \\ LOT 37 '\�r I LOT1351 TOE OF SLOPE LOT 38ti \ / 26 TOE OF SLOPE W \\ Ii I I I I Izas ce rTOT f� W� � \ i\\ / I I I IT15 1T55 C8 I201 ITOS GB 12(I6-� \ \ ----T'--- Izro— TI I I �' AM) M \ TI I I I .` � IT]s I ti - � . . _ �. xs ,, �. �_ 26 cr eiG ozTons 26 26ff -----I 1 \ e — — — — — — — — — — — — — — — — — — — — — — — — — — — \n15f.cvsx maEr — — — — — — — — — — IM.A vweac� - - _ - - - - ` a'M wO0M)Wt2M 1-- .I-.. I tRTcisxamwr Lormmmncraoaw \oceoml f rwcr .+unh -_ CEFEAL SIFS'T - - - - - - - - - f wive E - - - - - - - - - - - ---cEREAL78TREET - - - - - - - - - LEGEND EROSION CONTROL NOTES 20 INSTALL GRAVELBAG ROW PER DETAIL"A"ON SHEET 15A. 21 CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE PER CASOA TC-1 AND DETAIL'Q'ON SHEET 3. -cDcDc3c:) GRAVEL BAGS 22 INSTALL FUTURE CATCH BASIN INLET PROTECTION PER CASOA SE-10 AND DETAIL'B"ON SHEET 15A. 23 INSTALL STREET DESILTING BASIN WITH VEHICLE ACCESS RAMP PER DETAIL'R'ON SHEET 3. -� DIRECTION OF OVERFLOW DRAINAGE FLOW 24 INSTALL SILT FENCE PER DETAIL'S'ON SHEET 3. 26 INSTALL HYDROMULCH ON SLOPES. FIBER ROLL GENERAL NOTE.- INSTALL BONDED FIBER MATRIX HYDROMULCH ON ALL PADS - GRAPHIC SCALE w o a eo rao xio (IN FEET) 1 inch- 80 fL /, 410✓` bV 1'/10/Id' GEOLOCd3T SOILS ENGINEER OWNER REVISIONS: PREPA UNDER SUPERVISION OF: SCALE: WI L S O N M I KA M I CITY OF LAKE ELSINORE EWMeERNG PR0TE55/p _ �- CORPORATION G3SOILWORKS, INC. G3SOILWORKS, INC. McMILUN SUMMERLY, LLC (FOR LOTS 35, 37 &38) . o\a w�//off SCOT M.4WILSON . 9-30-18 DATE DALE: /��� M��p/� SHEET 64 v 9 CORPORATE PARK T: 949-679-0090 EROSION CON 1 OL PLAN s 350 FISCHER AVENUE 350 FISCHER AVENUE 4343 VON KARMAN AVENUE, CITY OF LAKE ELSINORE �^ SUITE R PiE1 0 92606 F: 949-679-0091 TR.31920-1 DDA PHASES E AND G OF 18 COSTA MESA, CA 92626 COSTA MESA, CA 92626 SUITE 350 130 SOUTH MAIN STREET No.aB88a A THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE CITY THE 9 T ADDED IN-TRACT LOT k STREET ROUGH GRADING -12-g * TxP 9/b/18 TF APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND eEncHM PH: 714-668-5600 PH: 714-668-5600 NEWPORT BEACH, CA 92660 LAKE ELSINORE, CA 92530 f9 �, STATE LAWS,AND A PERMIT C BE ISSUED. RIIE19DE BENCHMARK NO.BM E-3-70.ELEV.1279.829. BRASS DISC IN CONCRETE POST 72'NORTH OF Y SUMMERLY DEVELOPMENT FILE NO. MARK DESCRIPTION BY APPR. DATE l \`' _ WWW.g3solworks.com www.g3soilworks.com T(949)955-0984 T(951) 674-3124 oT V\1 e"Asrs of BEAOF ORYDON STREET AND ASSIGN TRAIL. 27 EAST OF THE CENTERLINE OF MISSION TRAIL DESIGNED BY: WMC DRAWN BY: WMC GATE: 'I2- F(949)955-9429 F(951) 674 8761 BRAD FAGRELL RCE� 920, CITY ENGINEER EXP.6-30-19 CENTE LINE OF CEREAL STREET,SM N5T52'48 W,BETWEEN MONUMENTS 3 AND a,BEING THE CEN ER INE BORROW SITES N0. 1 AND 2 �g o1Z A CHECKED BY: S.WILSON PROJECT MANAGER:S.WILSON INTERSECTIONS OF WEAL STREET AND SIONEMAN STREET AND CEREAL.STREET AND CORYDON STREET: SEE SHEET 15 POrB r Ma I ., LOT•Ar I ; AND PROW X PLACE , r IX xf sac �uum or eAtt sMnr 48 z2o LEGEND rzla ms —12 26 24 1gg ITa1 -1 6 1110 1 111 Izr r r zi — —tizl ALA OF SLOPE TOE OF SLOPE ' ;,. \ ` Tao anwe9 w1eNA 24 �I2 �� uinfEa MRNe 24 Trees - GRAVEL BAGS ALONG TOE OF SLOPE rzrs DIREC77ON OF OVERFLOW DRAINAGE FLOW ALONG TOE SLOPE ~ — aS � zl FIBER ROLL.. ALONG TOE OF S OPE ags —� J 6 BORROW SITE NO.2 W LOT 38 201 - 12 1200 f51e11a 420 L 21 ---DTI Ii IT.'V 6111MIFD Aoftm 1215 NMI LSEL --111 --ITIJ 1 MNiEF IfH1 1P16- T15 W 12 1) `_t ` `.. `` �...�_•,�.� .` ,�i"'R"`-', , �;-�`y.'r.7Ap , .. t\ , \ t \ \-, t\ ,t t , , 1 ` gyp` _ t 2s1 Lv y } \ v \ v v V vyy st suer w"s a rp a�laue v t v ,v v i t , tNN `N ,A I, , t i IX xf sac acre aeAt aBews \ \ \ N. r i ,, t\ eaM,p4rr I .. arts a cAb ogoxo IX mssx car9T1A'f11w ............ /wrr aowowr f nnuc bti urn \u �wnAe weAr sxET� / A 4 l ec®rNr msuRrap arts°` 9vToxc N8272'30•V L-�e®,cz• rmox ooAcur(fbM s'W MmN ulcer—...._..._...._ r w f n re mPiR€ALE€T s IX rr wleaut - — — — — — — — — — — - — lmsiee siv uc SEE SHEET 15 DDA PHASE F LIMITS orE/caaNc % j --_-- --- _— �Ilglll EROSION CONTROL NOTES TRACT 3w,4O-18TRA CT, , 1 111 20 INSTALL GRAVELBAG ROW PER DETAIL"A"ON SHEET 15. / �T, 11I 21 CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE PER CASOA TC-1 AND DETAIL A ON SHEET 3. ' u. II;I —. _ � \ � �i� � Y1122 INSTALL FUTURE CATCH BASIN INLET PROTECTION PER CASQA 5E-10 AND DETAIL"B"ON SHEET 15. I ---- —'' - - - II;III 23 INSTALL STREET DESILTING BASIN WITH VEHICLE ACCESS RAMP PER DETAIL'R'ON SHEET 3. z� �- LIMITS OF E/C awaW 24 INSTALL LT FENCE N SHEET 3. t �----- — IX sl sae 26 rr Npc exec \IX v SLOPE r I I 26 INSTALL HIYDROMULCH ON CSLOPES. , , L> 4 ----..----- ------------- — xr — xr — xi urrs aE/c aaanG �I! ' Oh..1..1.1J 2 \ \ ,\ , ', t — -- — -- -- -- ——— — — I I GENERAL N07E INSTALL BONDED FIBER MATRIX HYDROMULCH ON ALL PADS Aaff —— kf 24 —1zl rzm rnw¢a 099ML 41 zr zab..�. ` + `.\ wa��amil--`' 24 raeo esfwo�wea. \ I a ONG TOE OF SLOPE ■ca icfn t ` � ; ALONG TOE OF SLOPE ALONG TOE OF SLOPE zr "' •'' "� \,`\`t \ I z,e I I TAT 38 I I � ALONG TOE OF SLOPE umser"m w I 21 24 II 121 t I k ' ALONG TOE OF SLOPE ALONG TOE OF SLOPE t t I I 24 No� 24 "�N` \ 2 I I 77777.\ I k \ \ t , \ , t \ ` \ ` \\`\,, �\ \ t T� - - L-- - - - - - ---LL _ ,tA -or-ar roe - - f` ww uc II 0BE I6ACARV--- �IX u15IW aamn IIIIS a 911rr _...� Iu1Ns v E/c W11[Na �IX mrnrf OOIOI.1r / T� *' Ieel4 a F/L GraNa _... _ Ex as war:mlxm-raiw;r rom' mrr easowr I I frxroe' L=A003AE' IX®rw NrA'MA! m—w,Aa(") a�54 — — — — -CEREAL STREET-- — — — �\ GRAPHIC SCALE eo o a w lea sm a IN FEET) i inch= 80 ft. �14b DV 3/26t/8 ENGINEERING GEOLOGIST.- SOILS ENGINEER: OWNER: REVISIONS: PREFAB UNDERSUPERVISION OF: SCALE: W►LSON MI KAMI CITY OF LAKE ELS;.NORE — pROFE551 /_zS-� G3SOILWORKS, INC. G3SOILWORKS, INC. McMIILLN SUMMERLY, LLC �°�� ►/ SCOTT M.WILSON DATE CORPORATION (FOR LOTS LAKE L &38) RCE NO.49884 EXP. 9-30-18 DATE: 9 CORPORATE PARK T: 949-679-0090 EROSION CONTROL PLAN SHEET 17 350 FlSCHER AVENUE 350 FISCHER AVENUE 4343 VON KARMAN AVENUE, CITY OF LAKE ELSINORE SUITE 100 y COSTA MESA, CA 92626 COSTA MESA, CA 92626 SUITE 350 130 SOUTH MAIN STREET » No.49884 s THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE WITH THE IRVINE,CA 92606 F: 949-679-0091 TR. M20_1 DDA PHASES E AND G OF n LAKE ELSINORE, CA 92530 * E"p oAmne * APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND PH: 714-668-5600 PH: 714-668-5600 NEWPORT BEACH, CA 92660 BENCH ARK: SUMMERLY DEVELOPMENT FlLE No. 9 9 T(949) 955-0984 T(951) 674-3124 M" cEscwrnoN sr ArP2c DATE sr9� a n Fir STA LAWS, DAP IT CAN BE ISsuED. ��c ON 59ZM AND MISSION yRAIL 27'�OF�w CONCRETE 5SIO 1T 7 www.g3sollworks.com www.g3sollworks.com of CAU DATE: 3-36-1 CWMON DESIGNED BY: WMC DRAWN BY: WMC sass ar BEafmNG p/'�pp �'F'� `� A F(949) 955-9429 F(951) 674-8761 BRAD FAGRELL,RCE#4360, CITY ENGINEER EXP.6-30-19 CENTERLINE rF COtM SIREEL BEING N52'52'48"W,BETWEEN MONUMENTS 3 AND 4.BOND THE CENTERtNE _ BORROW SITE G NO. 2 CHECKED BY: S.WILSON PROJECT MANAGER:S.NALSON INTERSECTIONS OF CEREAL STREET AND STONUM STREET AND CEREAL SEE SHEET 15A LOT•Ar TV7 >s 20 _ � - -- - - ig 19 20 21 22 23 24 25 26 27 28 29 30 -771 .Tz 26 , - \\y , ..�- ...... �j22 26 ,,1 -'-' .�1``^,� .... rzrs l � V`'.' - ti�:-�A A , V \ \\ ,A�\ 4 \ rzrs - � � ,.... yea. t t \1` \ C CAS LC�GI V® Q z: 121a 1215 2T 26 �i 21j '—r21r---�� --21 � nx_. �yuiGursiw'u•—.. ,�nu.�, ��—� 24 rgg rzaz 'r \ rzrs �77�—rz1 —azr ---r21 11 ALO OF SLOPE 1 24 rzra� - ALO TOE OF SLOPE 24 GRAVEL BAGSALONG TOE OF SLOPE d1J DIRECTION OF OVERFLOW DRAINAGE FLOW o ALONG TOE SLOPE ®®v FIBER ROLL 21 ALONG TCE OF OPE — . gog —T2 G m •207 6 N LOT 387-- ,x„ ,zro —1 zr ---rz1 zr Izi --�izr 21 — 1z15 J i21— —21 — '1/ ,N _\...(26 ...\... .Z�. ..rzrs 1 "-OL 0X%W MWW12MN �TB,n mTsawr mamwcaaur[rAV/ q S Qi SEE SHEET 15 MA PHASE F EROSION CONTROL NOTES 32 I TRACT 31P20-18 � II�11 20 INSTALL GRAVELBAG ROW PER DETAIL"A"ON SHEET iSA. 1; +JI1 �', 21 CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE PER CASGA TC-1 AND DETAIL'0'ON SHEET 3. / II,111 22 INSTALL FUTURE CATCH BASIN INLET PROTECTION PER CASOA SE-10 AND DETAIL"B"ON SHEET 15A .r 23 INSTALL STREET DESILTING BASIN WITH VEHICLE ACCESS RAMP PER DETAIL'R'ON SHEET 3. 26 / - - - 24 3. — ----------------------- � / INSTALL HYDROMULCH ON SLOPES. i I I 26 INSTALL SILT FENCE PER DETAIL S'ON SHEET N S D --- --- -- — I I GENERAL NOTE INSTALL BONDED FIBER MATRIX HYDROMULCH ON ALL PADS 11� xA x x , 24 —rise ONG TOE OF SLOPE z, 24 II ALONG TOE OF SLOPE ALONG TOE OF SLOPE z, zr I I � II i y Ii LOT 38 I I ALONG TOE OF SLOPE II ,zt 2a � t II z+ —,21 ALONG TOE OF SLOPE ALONG TOE 4F SLOPE \ \ ` \ tz _ 24 4 .- I j I i ` r _ II - - - - - - - - - - - - -£EREA STREET— - - - - - - - - - - - - -- �� GRAPHIC SCALE o w p ,w 520 IN Fur) 406 bV 8/3 a/f r i h m eo rc ENGINEEF�NGGEOLOGIST SOILS ENGINEER OWNER REVISIONS: PREPAR UNDER SUPERVISION OF: SCALE: W1L N MiKAMI CITY OF LAKE ELSINORE QR01ESSl 'o-Z.B-"b G3SOILWORKS, INC. G3SOILWORKS, INC. McMILLIN SUMMERLY, LLC ��r OTT M.WILSON DATE CORPORATION SHEET 17A (FOR LOTS 35, 37&38) c RCE NO.49884 EXP. 9-30-18 DATE: 9 CORPORATE PARK T. 949-679-0090 EROSION CONTROL PLAN y 350 FISCHER AVENUE 350 FISCHER AVENUE 4343 VON KARMAN AVENUE, CITY OF LAKE ELSINORE �« No.49884 A THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE SUITE 100 F: 949-679-0091 Oj' y COSTA MESA, CA 92626 COSTA MESA, CA 92626 SUITE 350 130 SOUTH MAIN STREET 1 ADDED W-TRACT LOT&STREET ROUGH GRADING -Z-I$ 4c APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND IRVINE,CA 92606 TT3. 31920-1 �A PHASES E AND G 18 PH: 714-668-5600 PH: 714-668-5600 NEWPORT BEACH, CA 92660 LAKE ELSINORE, CA 92530 Ezp.e/5o/m * BENCHMARK: MARK DESCRIPTION BY APPR. DATE J/9 c[va fit. STA LAWS,AND A PERMIT C BE ISSUED. RIVERSIDE BENCHMARK NO.BM E-3-70.EIJV.1279.B29. BRASS DISC IN CONCRETE POST 72'NORTH OFT SUMMERLY DEVELOPMENT FlLE N0. www.g3soilworks.com www.g3soilworks.com T(949) 955-0984 T(951) 674-3124 N DpUF DAZE: q-12-18 MERSECTION OF CORYDON STREET AND MISSION TRAIL 27'EAST OF THE CENTERLINE OF MISSION TRNI ( ) ( ) DESIGNED BY: wMC DRAWN BY: %MC BASIS OF BEARING BORROW SITE NO. 2 F 949 955-9429 F 951 674-8761 BRAD FAGRELL,RC 20, CITY ENGINEER EXP.6-30-19 CENTERLINE OF CEREA STREET,BEING N575248 W.BETWEEN MONUMENTS S AND 4,BEING THE CENTERLINE CHECKED BY: S.WILSON PROJECT MANAGER:S.WILSON TY F AK INTERSECTION of Arm STONEMAN STREET AND c ANDCORYDON STREET. LOT LINE R/W 1.5' oIw 3 I FS FS-PAVEMENT SECTION Zt-2'+ 50'FUEL MODIFICATION ZONE t o TO BE PERMANENTLY IRRIGATED 1' 2' TEMPORARY BERM PROP. FUTURE ml'o LOT PAVEMENT (�' z (TO BE REMOVED DURING 6"OR SECTION PER GRADING PLAN PROJECT WALL " LINE T PRECISE GRADING) 6"C.F. 55I 20'LOT AY VARIES TOP OF SLOPE 4'7 UPPER PAD 4" 24°GUTTER 3. 7' f0' VARIES 1� PROPOSED 2' 8' ' 6' LOWER PAD - PAD ELEV TRAIL FENCE 1%I $ TOP OF SLOPE ..N" .. PER PLANED GRADE VARIESMM. TYPICAL SECTION FOR ABUTTING REAR YARDS 'g 27 FFUI 8'NATIVE TOP OF SLOPE ::''�+ uARI£s AND ADJACENT SIDE YARDS r r CU"IE101 ——_— MATERIAL TRAIL___SHALL BE ROUNDED — —GB ——_———— EXISTING GROUND ———— NOT TO SCALE DETAIL 'A' �EXISTING GROUND EXISTING GROUND ---- r 15'BENCH ---------- NOT TO SCALE 3/ 3 I~ 1235 ESTIMATED HIGH WATER LEVEL C FINISHED GRADE VARIES VARIES R/W n PROJECT YARD WALL R/W 1220.0 Fl R/W I R/W \\\\ 3'7 GB 1220 ESTIMATED FUTURE WALL I I 70' (R.O.W) FINISHED GRADE NORMAL WATER I I PARKING ALLOWED VARIES 3' TEMP. 6"HIGH BERM I 3' TEMP. 6°HIGH BERM 1'HOT LOT T T 1'HOA LOT 3'AIOE V-DITCH PER q./ l I I DETAIL"P ON SHEET 4 3'MIN. f. 2. (TO BE REMOVED i, 2, (TO BE REMOVED f 7' '�1 F PER PLAN GB i DURING PRECISE I z URING PRECISE VARIES 5' VARIE 18' 18' VARIE 5' VARIES 15'BENCH PER GRACING) I 3' L1 g 4.1 PARADING) li it SEE SHEET'ITA P SHEET 4 DETAIL'J'ON �+ LANDSCAPE 5 PIN PIN SW LANDSCAPE '�� -- SECTION C-C 2% I 2% 2'•, 2% I 2% 21 VARIES 2%MIN. II F.S.ELEV. II NOT TO SCALE is$MIN. TO 4:1 MAX. PER PLAN VARIES 2 MIN SIDEWA7TM . TOP OF SLOPE TOP OF SLOPE I VA 4:1 MAX. LK TOE OF SLOPE PAD PAD FUTURE RETAINING/YARD WALL PER PLAN 2%MIN. I PUN I 2%MIN. PER PLAN SECTION B-B 2% 2%+ 2% 2 NOT TO SCALE ,..�+' 8a��e,'i;a PL R/W CURB DETAIL "A" " DETAIL "A` PROJECT wgLL 18 LOttINE r HEREON GRADE HEREON TRACT BOUNDARY TRACT L, L2 LINE liOA LOT AR' P HOA 9' 5'WALKWAY 4' 20 72' 3T PROPOSED WIOTF!-VATNES PROP. LOT 1' 7' p 21 1 100' 1 65' VILLAGE PARKWAY VIEW FENCE pqp 22 100' 65' , PROP. ?. 23 90' 55' HORIZ: 1"=20' NOTES: SCALE: PAD ELEV ' RM' 25 80' 45' LOT LINE VERT.: 1"=4' EXIST. 1. 3.5"AC/4"AB(MIN.) PROPOSED Li VARIES(SEE TABLE ABOVE) VARIES GOLF L2 VARIES— 65'MAX. 2. 6"TYPE A-6 CURB PER STD.NO.200 COUNTY OF RIVERSIDE RETAINING WALL _ EXIST. SLOpE- 35' VARIES P BENCH COURSE 2% 2% R (SEE TABLE ABOVE) x T 2, 3. STREET SECTION TO BE VERIFIED BY SOILS ENGINEER — — TOP OF BERM T m m TOP OF SLOPE O , �UPP R PAD SEE SHEET 84 ....}. 1. 8 `ry P EXIST RETAINING WALL r12 BLADED SWALE 1% m LOWER PAD I% I TEMP. 6"HIGH BERM t7EC 1 ION Pam" 1 2"DEPTH I (TO BE REMOVED R/W R/W NOT TO SCALE DURING PRECISE I 48' (R.0.W) S'EEEySHEET 7A TOE OF SLOPE GRADING) I I PARKING ALLOWED i SEE\1 ION 0-0 L 1.5' 2% 2% VERTICAL CUT IF I T 6' 8' 18' 6'I V vNOT TO SCALE yr �.w �n LESS THAN 3.5' SECTION A-A 4'P.U.E.I Sw SW 1 4'P.U.E. TRACT BOUNDARY T ROUGH GRADE SECTION IJ'± 2' 2' 131 HOA LOT AR' TOP OF CURB TYPICAL LOT SECTION I 3' VARIES 2%MIN. WIDTH VARIES NOT TO SCALE 3' I I I I TO 2:1 MAX. PROPOSED PAD PADVIEW FENCE 2' Q PER PLAN T 1.5' I I PER PLAN PROP. 1 TEMPORARY 6"HIGH BERM I?% 2% 2% 2%� - PAD ELEV JOIN EXIST. TOP OF CATCH BASIN 2 '-y EXIST EPDXY GROUT --- A (T0 BE REMOVED DURING BLADED SWALE ,. '" BLADED SWALE �. £k/,yT GOLFZ I m PRECISE GRADING) I PROPOSED SIDEWALKS AND DRIVEWAY APRONS 2X MAIN e `/ URSE JOIN TO ENSURE �v M WATER TIGHTNESS P OF LOT LOT TOP OF I VARIES 2%MIN. PER SEPARATE PLAN _ - SLOPE _ LINE _ 1- _ LINE SLOPE TO 2:1 MAX. AU IN-TRACT STREETS I I I I PROPOSED ROUGH GRADING SECTION SEE SHEET 64 _ P R _� _ ___ -"� j__ I _1� -Y- I_I SECTION R R PLAN FOE OF —t _ �1 TPE OE OF �j TSLOPE j i FUTURE IN-TRACT STREETS SECTION NOT TO SCALE r PVC PER PLAN 2%I I-�--�------------ - ------------ --- ------ SCALE: VERT 1"=4, I I I GRADE BREAK GRADE BREAK GRADE BREAK 1 NOTES: I I I 2% L 6"TYPE A-6 CURB AND GUTTER PER COUNTY OF RIVERSIDE STD.200 I P.E.=PER PLAN I P.E.=PER PLAN I P.E.=PER PLAN NON-TURF AREA _ I LEVEL ELEVATION LEVEL ELEVATION LEVEL ELEVATION j PVC CONNECTION TO CATCH BASIN I ___ __ ___ _ _ ____ _____ ___ _ fY ATRIUMNON-TURF PER 12 GRATE PER GRADE BREAK -+ GRADE BREAK -+ GRADE BREN< i AIDS 11190(BLACK) NDS 11211(BlACF1 5H GRADE NOT TO SCALE B I I I I B LOT 3 FT BENCH I I 3'+ LOT WHERE WALL FlNISH. GRADE 1,$MIN. '-X-'MIN I I I LINE LINE OCCURS I I LOTLINE LOTLINE HOA LOT WIDTH PER PLAN r_ _ GRATE Aa4PTWY EXIST.WALL I NOS 1230 HUB ADAPTOR AS REQUIRED t i IF ECfS4RY 2% MASTER BUILDER WALL MASTER BUILDER WALL (WHERE SHOWN ON PLAN) ER PLAN (WHERE SHOWN ON PLAN) BLADED SWALE BLADED SWALE II 1'OR 2'+ 1'OR 2'+ I I ,BLADED SWALE GRADE BREAK I �(j��(jg (- -_ ( `-�ggpE�RFAK 1 PAD ELEV.PER PLAN i I i 4°DRAIN LINE �- .. -----I - ... - I ... .. -_ l PAD ELEV. PER PLAN 1.� S 2X MIN. 1' i \ r _-- = Aagl MNI FLOWLINE _W TIE INTO MAIN DRAIN LINE i I USE 45 ELL$90'SWEEP ELLS OR IT RW �RW ' 4S WYES(GLUE FITTING TO PIPE) ' +2'BENCH WHEN WALL IS SHOWN PROPOSED CURB AND GUTTER EXISTING STREET GRADE PROPOSED DRIVEWAY APRON PROPOSED CURB DEPRESSION TYPICAL STORM DRAIN LOT DETAIL A NOT TO SCALE TYPICAL LOT DRAINAGE AND GRADING 12' GRATED INLET NOT TO SCALE ruob 4v 8 isaif� REVISIONS: PREPARED UNDER SUPERVISION OF: SCALE: WILSON MIKAMI CITY OF LAKE ELSINORE ENGINES m GEoLOGur. SOILS ENGINEEFR OWNER- _ _�g QROFESS/D, G3SOlLWORKS, INC. G3SOILWORKS,INC. McMiWN SUMMERLY, LLC e°,� I/� Sc0 M.WILSON DATE CORPORATION MASS GRADING PLAN 18 (FOR LOTS 35, 37&38) SHEET 3 350 FlSCHER AVENUE 350 FlSCHER AVENUE 4343 VON KARMAN AVENUE, off' RCE N0.49884 EXP. 9-30-18 DATE: qTY OF LAKE ELSINORE 9 CORPORATE PARK T. 949-679-0090 }p H No.49884$A THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE SUITE iD F: 949-679-0091 p COSTA MESA, CA 92626 COSTA MESA, CA 92626 SUITE 350 130 SOUTH MAIN STREET IRUTNE CA 9zsos TR.31920-1 DDA PHASES E AND G 0 1 ADDED LOT&STREET ROUGH GRADING DETAILS&SECTIONS APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND PH: 714-668-5600 PH: 714-668-5600 NEWPORT BEACH,CA 92660 LAKE ELSIN�tE, CA 92530 f P CIV0. p STA LAWS, ND ERMIT CAN BE ISSUED. Po�VFR�SIDE (NO:�E-3-70.ElEV.1279.829. BRASS aSC M CONCRETE POSE 72'NCTDI DE Y SUMMERY DEVELOPMENT FlLE N0. www.g3solworks com www.g3solworks.com T(949) 955-0984 T(951)674-3124 MRPo DESCRIPTION BY APPR. DATE f9lF pT CPUF \ INIERSECT�L OF CORYDON STREET AND TRAL 2Y EAST OF THE CENIERUNE OF MISSION TRAIL DESIGNED BY: WMC DRAWN BY: WMC DATE: BASIS OF BEARBIB: ��. F(949) 955-9429 F(951)674-8761 BRAD FAGRELL,RCE 3920, CITY ENGINEER EXP.6-30-t9 CENMRTXE OF cERFx STREET. N5252'tBW,�IrYtENN MONUMENTS 3 Mm 4,�Nc TIE cENET8INE DETAILS AND SECTIONS 19 CHECKED BY: S.WLSON PROTECT MANAGER:S.WILSON INTERSOMIONS AND STREET NWaNk STRW AND COMM STRI