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Home My WebLink AboutSummerly-DDA Phase E & G MGP MASS GRADING PLAN GRADING NOTES FOR 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF LAKE ELSINORE MUNICIPAL CODE Q CHAPTER 15.72 AND SPECIFICATIONS AND THE LATEST EDITION OF THE C.B.C.APPENDIX J. TRACT ��V ZO-� ~2. A PERMIT SHU BE OBTAINED FROM THE ENGINEERING DEPARTMENT,CITY OF LAKE ELSINORE, PRIOR TO I ANY OPERATION. SUMMERLY DEVELOPMENT- DDA PHASES E AND G 3. THE DEVELOPER AND/OR THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AND U.S.A.ALERT (1-600-422-4133)48 HOURS PRIOR TO GRADING. �O,qO 4. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT AT LEAST 24 HOURS IN ADVANCE OF BEGINNING GRADING OPERATIONS. CITY OF LAKE ELSINORE ESHORE �NYON ROAD DRIVE 5. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY THE CITY ENGINEER. 6. CUT SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL,UNLESS OTHERWISE SPECIAL NOTES: COUNTY OF RIVERSIDE HEMLOCK STREET APPROVED,AND SHALL BE SHOWN ON THE PLAN. o 7. FILL SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL,UNLESS OTHERWISE o APPROVED, THE RNS BE SHOWN HED SURFACE.N PLAN,AND SHALL NOT HAVE LESS THAN 90%RELATIVE COMPACTION 41 THE GRADING CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEERNG GEOLOGIST/SOILS ENGINEER NOT LESS THAN 72 HOURS IN ADVANCE OF THE STATE OF CALIFORNIA MAur LOCATION OF ANY SOILS PROPOSED FOR IMPORT. EACH PROPOSED IMPORT 8. FILLS SHALL BE COMPACTED THROUGHOUT TO 90%DENSITY AS DETERMINED 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 BY 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. BOR Q FOR A MINIMUM OF 3',THEN 1%(MINIMUM)TO FLOWUNE 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 2%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 V HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5' HIGH. I 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 PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. // i 3�fE VICINITY MAP 16. A SOILS ENGINEER SHALL BE RETAINED BY THE DEVELOPER,TO SUPERVISE GRADING AND PROVIDE A 7 - � NOT TO SCALE FINAL SOILS REPORT WHICH INCLUDES FOUNDATION REQUIREMENTS(SUBDIVISIONS)AND EXPANSIVE CHARACTERISTICS OF THE SOIL �f�,J 17 SOILS ENGINEER SHALL BE TION BY THE TO THECIVIL BUILDINGNEER AND A AND ENGINEERING DEPARTMENTS COMPACTION PRIORR TO ORT BY A SHEET INDEX ISSUANCE OF BUILDING PERMITS. 18. THE GEOTECHNICAL REPORT DATED 11 7 PREPARED BY NEBLETT&ASSOCIATES AND THE / SHEET DESCRIPTION 133SOILWORKS REPORT DATED 11/09/17 SHALL BE CONSIDERED A PART OF THIS GRADING PLAN AND I SHALL BE COMPLIED WITH. 1 TITLE SHEET 19. A REGISTERED CIVIL ENGINEER OR UCENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING PAD ELEVATION. WHERE SPECIFIC ELEVATIONS ARE REQUIRED,THE ELEVATION(WITH RESPECT TO MEAN SHEET 6 - "; '� HEFT 7 - - --_ _ 2-4 SECTIONS AND DETAILS SEA LEVEL)SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS t \ REQUIRED,THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. ' .,� _ - - 5-1 3 ROUGH GRADING 20. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF I y"� „" L 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. LEGEND AND ABBREVIATIONS 22. A FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. - 23. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED,IT MUST BE CLEARED,KEYED aVAV �, SHEET 8 �'�� SHEET 9 - 2 TRACT BOUNDARY TC TOP OF CURB AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A \ -^ �' F - - FL FLOWUNE ELEV. REGISTERED SOILS ENGINEER PRIOR 70 PLACEMENT OF FILL MATERIAL SLOPES GREATER THAN 5:1 ARE `"\ -�: - t� - - RIGHT OF Ay W REQUIRED TO BE KEYED AND BENCHED. - - ';, �A _�- - -�' - _ - - _- -- LOT UNE TG TOP OF GRATE 24. THE SOIL ENGINEER SHOULD INSPECT THE CONSTRUCTION IN THE FOLLOWING STAGES: GB GRADE BREAK _ TOP&TOE OF SLOPE A UPON COMPLETION OF CLEARING MAID DURING EXCAVATION AND BEFORE flACKFlLL OF ALLUVIAL, I - .OF e ea = =:- - - _ - - - - FG FINISH GRADE „ a - - �� - _ -- - _ -- -R---R RIDGE UNE LP LOW POINT FILLINGB. DURING ALL ROUGH GRADING AND OPERATIONS INCLUDING PRE-COMPACTION,BENCHING AND FILLINGA, SHEET 10 _ _ L CNT OPLL OPERATIONS. AND TERRACED AREAS AND ANY SUBSTRUCTURES. F� I ` d - SHEET fl SHEET 12, ry SHEET 13 I -c---c- CONTROL LINENVERr OF HP HIGH PIPEC. DURING INSTALLATION OF BUTTRESS AND CANYON SUB-DRAINS AND FILTER MATERIAL r D. WHEN ANY UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED DURING CONSTRUCTION. I ,_ 'i .�I ;; _ - - ,.',� �� PROPOSED CONTOUR FINISH SURFACE 25. EROSION CONTROL ALL GRADED SLOPES SHALL BE PLANTED WITH ROSFA ICE PLANT AT 1T ON - _ - - _ `� - - - EXISTING CONTOUR FF FINISHED FLOOR CENTER OR ANOTHER APPROVED GROUND COVER. SLOPES OVER 15'IN VERTICAL HEIGHT,IN ADDITION -� - ";-_�- �""-"�- - - EXISTING POWER POLE PE PAD ELEVATION ---- :.= -r--. 4.A TO GROUND COVER,SHALL BE PLANTED WITH APPROVED TREES,SHRUBS,OR COMBINATION THEREOF "sr'- " b s �" 4 �� „ � Gff GARAGE FINISHED FLOOR SHRUBS SHALL BE PLANTED AT 10'ON CENTER;TREES,20'ON CENTER;COMBINATIONS, 15'ON ..._e�-w.� ^^- �., "�"° -«� -'�' - `� �'- ^^^L ' ' - - - - - '� -" 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 DAYUGHT LINE CONFORMANCE WITH THE 71 ACRE SITE LANDSCAPING PLANS. INDEX MAP FLOW RATE 26. APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING THE GRADING PROJECT. GRADED SWALE 27. APPROVED EROSION PREVENTATIVE DEVICES SHALL BE PROVIDED AND MAINTAINED DURING THE RAINY EARTHWORK OUANTITIES: - STREET CENTE2UNE 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. �� fm fLL 18 CONSTRUCTION NOTE 29. THE LOCATION AND PROTECTION OF ALL UTILITIES IS THE RESPONSIBILITY OF THE PERMITEE. 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. GRAVEL BAG ROW 31. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE FROM BEGINNING TO COMPLETION OF GRADING 0 EXPORT/IMPORT 0 C.Y. 0 C.Y. ° __ EXISTING STORM DRAIN OPERATION. SHRINKAGE(10%t)(r7o,615) C.Y. 0 C.Y. - PER STREET IMPROVEMENT PLANS 32. ALL SLOPES SHALL BE PLANTED AND IRRIGATION FACILITIES SHALL BE PROVIDED FOR ALL SLOPES IN EXCESS OF 3 FEET VERTICAL HEIGHT WITHIN 90 DAYS AFTER COMPLETION OF ROUGH GRADING AND SOILS ENGINEER'S CERTIFICATE (IN FEET> TOTAL 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. L inch= 400 R 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 GEOLOGIC/GE07ECHNICAL 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 RECOMMENDA77ONS 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 T WILL BE STRUCTURAL ENGINEERING DESIGN AND DIMENSIONS,INCLUDING---- Y EXISTING STREET LIGHT PLACED IN FILLS WITHIN ROADBED AREAS OR 3'OF FINISH GRADES,UNLESS THE LOCATION,MATERIAL LINES AND GRADES, OR COMPLIANCE MTN BUILDING CODE _ _ PRIVATE ENGINEER'S NOTICE TO CONTRACTOR �� AND DISPOSAL METHODS ARE SPECIFICALLY APPROVED BY THE SOILS ENGINEER. REQUIREMENTS, WHICH ARE UNDER THE PURVIEW OF OTHERS. - ` EXISTING FIRE HYDRANT THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURE SHOWN ON 37. THE ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND OBTAIN INSPECTION BEFORE �o �,wloei F�- Q ----W---- EXISTING WATER UNE APPROVAL I-1054 n.,p 1-3023 �e-P� ksvyZ- THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. THESE LOCATIONS ARE _ PROJECT NO.: J)�V�j� APPROXIMATE AND SHALL BE CONFIRMED BY THE CONTRACTOR, SO THAT ANY NECESSARY EXISTING WATER LATERAL 38. GRADING PLANS WILL NOT BE APPROVED UNTIL ALL RETAINING WADS ARE APPROVED BY THE BUILDING Na.cezTz6S * ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR GRADE OF THE PROPOSED IMPROVEMENT.THE AND METER BOX DEPARTMENT. E.p.y_so\ *� 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: R1'8"'� PNo 8-ION_- I *. ,E r H`P_��- LINES SHOWN AND ANY OTHER ONES NOT ON RECORD OR NOT SHOWN ON THESE PLANS,AND -- EXISTING SEWER UNE REGULATE MUNICIPAL AND 8INDUSTRIAL STORM WATER D6CHARGE , q t� IS RESPONSIBLE FOR THE PROTECTION OF,AND ANY DAMAGE TO THESE LINES OR STRUCTURES. CONSTRUCTION CONTRACTOR AGREES HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY - _;-- EXISTING SEWER MANHOLE 22 NPDES WDI II 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 SIGNATURE: b;_ "`' --- DATE. I-O-3-I$ 4 SAFETY OF ALL PERSONS AND PROPERTY,THIS REQUIREMENT SHALL APPLY CONTINlJQUSLYAND �_ ---- ----PLACED WITHIN EASEMENT UMITS.-TEMPORARY IMPROVEMENT'S ARE SUBJECT TO REMOVAL AT OWNER'S NOT BE LIMITED.TO-NORMAL WORKING HOURS,AND THAT THE CONTRACTOR SHALL DEFEND, WDID # 8 33C358736 EXPENSE. D 7�o�j /boo INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL SIGNATURE: DATE. (/ O OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING Cdi 2 Full V✓ Wng Days In Advance FOR THE LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. GRADING PERMIT NO.ENV- 01 W^00 oS - REVISIONS: PREPARED UNDER SUPERVISION OF: SCALE WILSON MIKAMI CITY OF LAKE ELSINORE ENGINEERING GEOLOGIST- SOLS ENGNEER. OWNER: v o eaocLssTo,�, /-ZS-�/8 G3SOILWORKS, INC. G3SOILWORKS, INC. McMIWN SUMMERLY, LLC (FOR LOTS 35, 37&38) �°�� N SCOTT M.WILSON DATE W C O R PO RATI O N `o 9 CORPORATE PARK T. 949-679-0090 MASS GRADING PLAN SHEET 1 350 FISCHER AVENUE 350 FISCHER AVENUE 4343 VON KARMAN AVENUE, CITY OF LAKE ELSINORE yy T ONCE N0.49884 EXP. 9-30-18 DATE: SUITE 100 F: 949-679-0091 y COSTA MESA, CA 92626 COSTA MESA, CA 92626 SUITE 350 130 SOUTH MAIN STREET No.49884 A THESE PLANS HAVE BEEN REVIEWED FOR COMPLANCE WITH THE IRVINE,CA 92606 TR. 31920-1 DDA PHASES E AND G °F PH: 714-668-5600 PH: 714-668-5600 NEWPORT BEACH, CA 92660 E p,siAQi,e >f APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND LAKE ELSINORE, CA 92530 Mum DESCRIPTION BY AM. DATE r s STA WS, D A MIT C E ISSUED. RIVERSIDE BENCHMARK NO.BM E-3-70.El".1279.829. BRASS DISC IN CONCRETE POST 72'NORTH 7 SUMMERLY DEVELOPMENT FILE N0. www.g3soilworks.com www.g3solworks.com T(949)955-0984 T(951) 674-3124 �91F p I�p`Fo� INTERSECTION OF CORNON STREET AND MISSION TRAIL 27'EAST OF THE CQITERUNE OF MISSION IRON. DESIGNED BY: WMC DRAWN BY: WMC DATE:.3 3O- BASIS OF WARINQ F(949)955-9429 F(951) 674-8761 BRAD FAGRELL RCE/ 920, CITY ENGINEER EXP.6-30-19 CENIERUNE OF CEREAL STREET,BEMG N52S2'48 N,BETWEEN MONUMENTS 3 AND 4,SING THE CEMERIME TITLE SHEET CHECKED BY: S.WILSON PROJECT MANAGER:S.WILSON INTERSECTIONS OF CEREAL STREET AND STONEMAN STREET AND CEREAL STREET AND CORYDON STREET. =m 50'FUEL MODIFICATION ZONE LOT"FFF"7R.31920-1 LOTLINE& EXIST. FUTURE -+� TO BE PERMANENTLY IRRIGATED TRACT BOUNDARY R/W CURB PROJECT WALL olq� LOT EX.CEREAL ST.22' 1 FUE CEREAL ST.38' FUTURE WALL ALONG 13 20' LINE VARIES WrR/W TO 8E VAC4TEDLT R/W HALF WIDTH o� HIDDEN TRAIL �-- - LOT AY VARIES zI zI z� 12'HOA LOT T EX.5'CONC. 8' PROPOSED � PAD ELEV 1 i TOP OF SLOPE �yI 1' 10, i' WALKWAY PLAN FINISHED GRADE MASS PAD 2I FUT.8'WALK `"' ?'1 A � �" __�__ � (29) 2% TOP OF SLOPE ' VARIES wI �I"c5 9.0 PE 7 U SHALL BE ROUNDED - 1249, VARIES , 1 - I�2'Milli. '' ?' EXISTING GROUND __ ________ Og EXISTING GROUND �' --a• .'. `.. EXISTING GROUND � SEE SHEETS 5 AND 6 SECTION H-H EXISTING GROUND - ------ EXISTING GROUND 15'BENCH. LOTLINE& NOT TO SCALE T J' EXISTING GROUND TRACT BOUNDARY FINISHED OWN y r 1235 ESTIMATED HIGH WATER LEVEL 1235 ESTIMATED HIGH WATER LEVEL VARIES VARIES ' , VARIES 1 3:1 m', Ji• 1 1220 ESTIMATED 1.OX MIN. OB' EXIST. / GB FINISHED GRADE FUTURE WALL ALONG 1220 ESTIMATED NORMAL WATER GB CURB 3'WIDE V-DITCH PER �Ell GRADE NORMAL WATER LEVEL 4•i D4IMOND DRIVE 16'HOA LOT R� 16, DETAIL"1'ON SHEET 4 PERPLAN LEVEL 2' f3' IX.6'CONC. 10' 15'BENCH PER PER PLAN DETAIL"J"ON GB SEE SHEETS 12 AND 13 MASS PAD 1.0' WALKWAY SEE SHEET 11 SHEET 4 SECTION F-F SECTION C-C VARIES NOT TO SCALE ?.•� NOT TO SCALE 1.0%MIN. OPE z 1 50'FUEL MODIFICATION ZONE j - FUTURE TO BE PERMANENTLY IRRIGATED R/W 01Z; EXISTING GROUND PROJECT WALL o 10, VARIES VARIES - iFS PROP. �s FS-PAVEMEM SECTION SECTION 5E-E . PROPOSED PAVEMENT FINISH SURFACE FS PAD ELEV 1X ��OE 6,C. 75" SECTION PER GRADING PLAN NOT TO SCALE FINISHED GRADE OR 24'GU 6" TOP F SLOPE7 ?,• SHALL BEOROUNDED �'kal' VARIES - =--"- RnV 70' (R.O.W.) RnV ___ __ i GB /EXISTING GROUND 5.BENC EXISTING GROUND • J � V HOA LOT ice- PARKING ALLOWED �LUAN05C4PE V HOA LOT L __ _ ----EXISTING GROUND ----- ------- 12'DIRT ----------j- 4' S' 8' 18' 18' 8' 5' --- --- _ 3 ACCESS ------ i 4" .LANDSCAPE I S PW PW SW •M4.1' FEUD 12M ESTIMATED HIGH WATER LEVEL CUT SECTION 1i T1 VARIES 2%MIN. FINISHED GRADE VARIES VARIES VARIES 2%MIN. II F.S.ELEY. I h 2X DETAIL 'A* McTO s GRADE AR' PER P TO 4:R MASS X. GRADE 3,•7 1220.0 VARIES NOT TO SCALE PAD PAD GB 1.0%MIN. 1220 ESTIMATED NORMAL I PLAN 1 3'WIDE V-DITCH PER :7 GB NORMAL WATER LEVEL 2% 2% 2% 2% DETAIL"F ON SHEET 4 PER PLAN 80' FL E 15'BENCH PER '`, v z ' PER PLAN DETAIL"J'ON FINISHED GRADE LOT"F1 R31920-1 > SEE SHEET 12 SHEET 4 � EX CEREAL ST 22' FUT.CEREAL ST.36' DETAIL "A" DETAIL "A" SEC 1 ry ION D-D - R/W To BE VACATED R Y HALF WIDTH 1 a NOT TO SCALE �I of W HEREON �DG�ESE HEREON SEE SHEM 6 AND 7 FUTURE 12 50'FUEL MOLNFlGInoN ZONE VILLAGE PARKWAY STA.10♦43.56 TO 20+10.21 ' TO BE PERMANENTLY IRRGATED PROJECT WALL In, VARIES Gj T m IX VARIES VARIES ASTING I _ HZ: 1"= ' 60' VARIES � I 2'MIN. c�lo NOTES: SCALE VERTRT.: 1"=4' 1. 3.5"AC 4"AB MIN. PAD ELEV EXIS U TING GROUND VARIES I T / ( ) \ 27.4'&VARIES VARIES _ w 2. 6"TYPE A-6 CURB PER STD.NO.200 COUNTY OF RIVERSIDE \ $X 3' 12'DIRT I I ----- - J. STREET SECTION TO BE VERIFIED BY SOILS ENGINEER Aq ACC EXISTING GROUND � 1235 ESTIMATED HIGH WATER LEVEL 'd c7 a,3:1�•�� EXISTING GROUND // ,F GRADING CONSTRUCTION NOTES P!A"----`------- FINISHED GRADE � --------- /EXISTING GROUND 1 0. EXISTING GROUND � Of"SCRIP1gN UNIT u1 ------ -1----GR-__---Gg -- �' 1 REMOVE EXISTING 24 PVC DRAIN PIPE. 742 LF. 1235 ESTIMATED HIGH WATER LEVEL 1220 ESTIMATED EXISTING TOE 2 REMOVE EXISTING HEADWALL. 4 EA PER PLANNA TER OF 3'WIDE V-DITCH PER 3•A,4W.Y LEVEL 3'1 SLOPE 3 CONSTRUCT SEDIMENT BASIN PER DETAIL'0'AND TABLE SHOWN ON SHEEP 3. 4 EA. DETAIL"i'ON SHEET 4 1 4:1 MAX• FINISHED GRADE 1 GB 0 VARIES GB 4 INSTALL 18"RCP&BEDDING PER RCFC&WCD STD.NO.M815. 51 LF. 1.0%MIN. 1220 ESTIMATED GB FINISHED GRADE ..... . . ........:� NORMAL WATER 10:1 5 INSTALL 24"RCP&BEDDING PER RCfC&WCD STD.N0.M815. 75 LF. SEE SHEET 13 LEVEL SEE SHEET 11 6 CONSTRUCT 36"CSP RISER PER CASOA SE-2 AND DETAIL'P'ON SHEET 3. 4 EA• SECTION 1-1 SEC110N G-G 7 CONSTRUCT STREET UNDERCUT PER STREET SECTIONS ON SHEET 2 3 Ea NOT TO SCALE NOT TO SCALE - 8 REMOVE EXISTING RIP-RAP WITHIN GRADING LIMNS. 5,360 S.F. 9 REMOVE EXISTING 36"CSP RISER. 5 Ek 10 REMOVE EXISTNG HEADWALL AND RESTRICTED PLATE, 1 EA FUTURE j m 50'FUEL MODIFICATION ZONE '}' 50'FUEL MODIFICATION ZONE TO BE PERMANENTLY IRRIGATED FUTURE TO BE PERMANENTLY IRRIGATED 11 CONSTRUCT DOWN DRAIN PER DETAIL T ON SHEET 3. 119 LF. PROJECT WALL oiAA PROJECT WALL o'g 12 INSTALL RIP RAP PAD PER DETAIL'0'ON SHEET 3. 1,000 S.F. VARIES 10, VARIES 13 CONSTRUCT 3.5"AC/4"AB(MIN.)ACCESS ROAD. 4,560 S.F. EXISTING VARIES I EXISTING VARIES VARIES 14 CONSTRUCT 3'V-DITCH PER DETAIL T ON SHEET 4. 3.906 LF. PAD ELEV EXISTING GROUND PAD ELEV -- EXISTING GROUND 15 CONSTRUCT V-DITCH INLET PER DETAIL'H'ON SHEET 4. 9 EA 42.5'&VARIES VARIES --\ \\� 16 INSTALL 12"PVC DRAIN PIPE WITH PIPE ANCHORS(20'O.C.)PER DETAIL'U'ON SHEET 4 535 LF. �Q?• 3 1 ,DI �gIft 'ROAD �' Rt 15'BENCH VARIES CONSTRUCT HEADWALL PER DETAIL V ON SHEET 4. .8 EA � PER PLAN i 49 3' 1 'DIRT VARIES ARI 18 2% EXISTING GROUND \ GB A EXISTING GROUND 19 CONSTRUCT CONCRErE COLLAR PER RCFC&WCD STD.NO.M803. 3 EA. ---- ----- ---- - ------ 30 REMOVE EXISTING CONCRETE BULKHEAD. 1 FA. -- � PFR PLAN 3'WIDE PER 3Aa: 1235 ESTIMATED HIGH WATER LEVEL FINISHED GRADE 2X 1235 ESTIMATED WA LEVEL EROSION CONTROL CONSTRUCTION NOTES DETAIL Y ON SHEET 4 v? 3.y I " ,< FINISHED GRADE DESCRIPIKIN UNIT ELEV NiY N0. OUANIIIY 1 0• VARIES PER PLAN 15'BENCH PER VARIES - 1.OX MIN. . 1220 ESTIMATED 3'WIDE V-DITCH PER DETAIL"J'ON GB I'D%MIN. 1220 ESTIMATED 20 INSTAL.GRAVELBAG ROW PER DETAIL"A"ON SHEET 15. 2,300 LF. ��" ,,' . NORMAL WATER DETAIL"F ON SHEET 4 SHEET 4 NORMAL WATER 21 CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE PER CASOA TC-1 AND DETAIL'O'ON SHEET 3. 2 EA. ' FINISHED GRADE SEE SHEET 13 FINISHED GRADE LEVEL SEE SHEET 12 1 �g LEVEL 22 INSTALL FUTURE CATCH BASIN INLET PROTECTION PER CASOA SE-10 AM DETAIL"B"ON SHEET 15. 4 EA SE22 CTION 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 SCALE 24 INSTALL SILT FENCE PER DETAIL'S'ON SHEET 3. 3,000 LF. 25 j 26 INSTALL HYDROMULCH ON SLOPES. 588,544 S.F. v'016 ov ais6//r ENGNEERINGGEOLOGST: SOILS ENGINEER: OWNER REVISIONS: PREPA D UNDER SUPERVISION OF: SCALE: WILSON MIKAMI CITY OF LAKE ELSINORE _ PPOfESSIt, /-ZYS-6 G3SOILW0RKS, INC. G3SOILWORKS, INC. McMILLIN SUMMERLY, LLC ��r N/ SCOTT M.WILSON DATE CORPORATION (FOR LOTS 35, 37&38) o �o RCE NO.49884 EXP. 9-30-18 DATE: MASS GRADING PLAN 2 350 FlSCHER AVENUE 350 FlSCHER AVENUE 4343 VON KARMAN AVENUE, CITY OF LAKE ELSINORE SUC CORPORATE PARK T: 949-679-0090 j COSTA MESA, CA 92626 COSTA MESA, CA 92626 SUITE 350 130 SOUTH MAIN STREET No.49eW4 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE RVINE,CA 92606 F: 949-679-0091 TR. =20-1 DDA PHASES E AND G of n LAKE ELSINORE, CA 92530 * E,p,yw/ia APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND PH: 714-668-5600 PH: 714-668-5600 NEWPORT BEACH, CA 92660 BENCHMARK: SUMMERLY DEVELOPMENT FILE N0. MARK DESCRIPTION BY PPPR. DATE sJ' crv�� P STATE LAWS,AND A PERMIT CAN BE ISSUED. RIVERSIDE BENCHMARK NO.B11 E-3-70.ELEV.1279.829. BRASS DISC IN CONCRETE POSE 72'NORTH OF T www.g3soilwofks.com www.g3soilworks.com T(949) 955-0984 T(951) 674-3124 9F 1i INTERSECTION OF CORYDON STREET AND MISSION TRAIL 27'EASE OF THE CENTERLINE OF MISSION TRAIL F 949 955-9429 F 951 674-8761 DESIGNED BY: VIMC DRAWN BY: WAIC CF CAL DATE: �'3CI'/$ BASIS OF BEARING: ( ) ( ) CHECKED BY: S.WILSON PROJECT MANAGER:S.WILSON BRAD FAGRELL,R f 43920, CI1Y ENGINEER EXP.6-30-19 IT C7NIEaTn �� s 752,Bw �N,EE pMI�UME 3�DµD4,BEG IN E CFNTERl1NE SECTIONS AND OUANTITIES too DS 1� PIPE V-DITCH 1/4 TON ROCK CLASS UNLESS 4" 3'-C" 4" •^• y;;;:?:.: OTHERWISE NOTED ON PLAN 6"x 6" - W 1.4 x W 1.4 W.W.I. / '"� �•"s GRAVEL BAGS 1 FOOT HIGH ,SIZE Eft PLAY FL OR INV.PER AL OPTION + / TON STREf�FLOW _1 y __ �,(\ EXCAVATED ROADBED D 15% 15% D SECTION NON-WOVEN GEOTEXTILE DOWN DRAIN-I SEC 1 ION B-B FILTER FABRIC ANCHOR � 12" BEN � / MAX MAX + X 1 F.L. #4 BARS OTHERWISE NOTED ROCK CLASS PLAN SS �2 �. R20' `�' EARTH BERM AT 15%MAX GRAVEL BAGS O O O O O d #4 BARS----- F. �pEiO SO/PO - 15R OA MA NOTES: SECTION X-X + DOWN DRAIN ANCHOR ~- TRACK CLEAN � �-MN SECTION "D-D" CONTRUCTED EVERY 10' o O r IN VERTICAL HEIGHT AND I 1. CONCRETE SHALL HAVE A MINIMUM ULTIMATE STRENGTH AT 28 DAYS OF 2500 p.s.i. N T O OE OF DOWN 0 CONCRETE MAY BE PNEUMATICALLY PLACED AND SHALL CONFORM TO SECTION 2627 AT TOP & 3" TO 6" COARSE STREET DESILTING BASIN Q OF THE UNIFORM BUILDING CODE. 8" DRAIN. AGGREGATE �O�d R - 2. REINFORCING SHALL BE 6"x 6" - W 1.4 x W 1.4 WELDED WIRE MESH (W.W.M.) OR APPROVED AWN DRAIN FILTER FABRIC PER PLAN VEHICLE ACCESS RAMP EQUAL. X N07 TO SCALE 3. GROUND SHALL BE PRE-WETTED TO THE SATISFACTION �1RIP-RAP PAD DETAIL OF THE CITY ENGINEER PRIOR TO PLACEMENT OF GRAVEL CONSTRUCTION ENTRANCE NOTES D NOT TO SCALE CONCRETE. MOISTURE LOSS RETARDENT SHALL Q NOT TO SCALE BE USED WHEN REQUIRED BY CITY ENGINEER. �1DOWN DRAIN DETAIL CASa1 TC-1 STABILIZED CONSTRUCTION ENTRANCE/EXIT 1. Construct the length of each reach so that the change in base elevation f T' 1 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'. LEGEND 2. The last 8'-0" of fence shall be turned up slope. Max reach=500'(see note 1) Tamped backfill 3. Stake dimensions are nominal. Slope direction 4. Dimension may vary to fit field condition. Optional maintenance .....� Direction of flow opening detail 5. Stakes shall be spaced at 8'-0'maximum and shall be positioned on SEDIMENT BASIN CHARACTERISTICS crass terrier downstream side of fence. (See note 10) Wood stake EXISTIN PROPOS D PROPoS D BASIN1PROPOSED Ari Fabric 6. Stakes to Overly and fence fabric t0 fold around each stake one full turn. BASIN 5 BASIN 6 BASIN 7 BASIN 8 Fabric Secure fabric to stakewith 4 staples. 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 iJ.5 CFS 17.2 CFS 6.1 CFS 18.3 CFS Da STORM VOLUME 10-YEAR 6-HOUR STORM 1.75 AC-FT 2.28 AC-FT 0.79 AC-FT 2.49 AC-FT 7. Stakes shall of driven tightly together to prevent potential flow-through of BASIN BOTTOM LENGTH 240' 272' 162' 280' sediment at joint. The tops of stakes shall be secured with wire. 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. BASIN SIDE SLOPES 5 H:1 V 5 H:1 V 5 H.I V 5 H:1 V Toe of slope `, Crass barrier BOTTOM OF BASIN ELEVATION AT LOWPOINT 1262.0 1261.0 1265.0 1261.0 ___ �J�`JJ 9. Minimum 4 staples per stake. Dimensions shown are typical. INVERT ELEVATION OF OUTLET SIZE PER PLAN PLAN o ;'NUMBER OF HOLES PER ROW DIA 3 W X EA 4 3 FA 3 Y EA 4 ROW 3'EA 10. Cross barriers shall be a minimum of 113 and a maximum of 112 the DRAWOOWN TIME WSE<0.04' 29.25 HOURS 35.25 ROW HOURS 31.83 HOURS 46.75 HOURS - height of the linear barrier. MAX WATER SURFACE DEPTH 264. 1.3. ,.84'6.8 1.3.1 SILT FENCE End detail 11. Maintenance openings shall be constructed in a manner to ensure sediment MAXEMERGENCY WATER SURFACE ELEVATION 1264.3 1263.3 1266.8 1263.1 remains behind silt fence. EMERGENCY OVERFLOW CHARACTERISTICS 2'X2"WOOD STAKE NOT TO SCALE RISER DIAMETER 36" 36" 36" 36" Silt fenCe Silt fence TOP OF RISER ELEVATION 1264.0 1263.0 1267.0 1263.0Fabric 12. Joining section shall be not to placed of sump locations. 100-YEAR PEAK FLOW 34.1 CFS 42.8 CFS 15.9 CFS 45.1 CFS Gravel bogs - 13. Sandbag rows and layers shall be offset to eliminate gaps. MM OVERFLOW WATER SURFACE ELEVATION 1265.0 1264.3 1267.6 1264.5 TOP OF BERM ELEVATION ADJACENT BASIN 1266.0 1266.0 1269.0 1165.5 � � End stake FREEBOARD 1.0' 1.7' 1.4' L1, Toe of slope (See note 2) See note 10 6. al ilt fence 0 N CROSS BARRIER DETAIL DETAIL A SECTION C-C o TOP OF RAISER ELEVATION PER PLAN 10 --------------------------------- ---- CSP-RISER Setback vanes SIZE PER PLANn0l 5"DIAMETER MINIMUM COBBLE STONE PLACED (See notes 4) Fabric section B 2'MIN. _ AROUND RISER TO ABOVE HOLE ELEVATON Stoke B (See notes 6,7& 12) LEGEND END DETAIL Tamped backfillI'X SILT FENCE DETAIL FL ELEII Fabric See Wood stoke Stake A x 4 RE84R 3"DIAL HOLES, 9"-12"ON CENTER AND STAGGERED (See notes 3&5) Slope direction S NOT TO SCALE PER PLAN (SEE TABLE FOR I{OF HOLES PER ROW OR 1/ROW IF Direction of flows NOT SHOWN IN TABLE) Toe of s Dpe Fabric section A WELDED(TYP) PVC OUTLET PIPE 1X Slope (See notes 6,7&412) SIZE PER PLAN �t - -__ _ t See detail A Fabric 8" (7YP) Stake STD�ESP MIN. ;D? ;� r cDNITE 6"x s- JOINING SECTION DETAIL Stake zk OW W 1.4/W 1.4 WWM _ ' 1 7 FT MIN.DIAMETER (TOP VIEW) 1 r x 2"STEEL STRAP CONC. . j z 1/2" \/ WITH 3/8"BOLT &WCD STANDARD M803 1 t 7X7 Wood stake I" INV PER PLAN L ° _ °,J to (See note 3) � SET TEE SECTION IN WET End stake Toe of slope Fabric diameter CONCRETE F007ING& ANCHOR BLOCK MIN.5 SACK/C.Y 6. (See notes 8) TROWEL INSIDE TO DRAG CONCRETE OR METHOD APPROVED I~ 6 BY CITY ENGINEER. 1/2"I I End stake andbags(2-layers height) DRAIN PIPE AND RISER SECTION A-A NOT TO SCALE END STAKE DETAIL H SEDIMENT BASIN DETAIL (TOP VIEW) STAPLE DETAIL OPTIONAL MAI(NTEE NOTE NANCE OPENING DETAIL 11) 0 NOT To SCALE (SEE NOTE 9) �J/JA 6V 3/26 '-/2 ENGINEERING GEOLOGIST: SOL3ENGINEER OWNER REVISIONS: PREPARED UNDER SUPERVISION OF: SCALE: WILSON MIKAMI CITY OF LAKE ELSINORE eeoFEssl 133SOILWORKS,INC. G3SOILWORKS,INC. MCMIWN SUMMERLY, LLC ° It M7 SCOTT M.WLSON DATE CORPORATION g 350 FISCHER AVENUE 350 FISCHER AVENUE 4343 VON KARMAN AVENUE, (FOR LOTS 35, 37&38) o� o a RCE NO.49884 EXP. 9-30-18 /- DATE: 9 CORPORATE PARK T: 949-679-0090 MASS GRADING PLAN SHEET 3 CITY OF LAKE a NORE SUITE 100 }7 y 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 F: 949-679-0091 31920-1 DDA PHASES E AND GOF PH: 714-668-5600 PH: 714-668-5600 NEWPORT BEACH, CA 92660 LAKE ELSINORE, CA 92530 a"p.siwire 4 APPROPRIATE CONDITIONS IT DEVELOPMENT AND/OR CITY AND �NCNNA __ www.g3sogworks.com www.g3soilworks.com T(949) 955-0984 T(951)674-3124 "A �scwRnaN er AwR. DATE }ff crvrc � STATE LAWS„AND PERMIT CAN BE ISSUED. �I�ON"01 CanvoN STREET MI MISSION CHMARK NO.ON E-3-70,ELEV.t2maL"27'EAST OF THE CENrERUNE of MISSION TRAJL POST 72'NORTH OF Y SUMMERLY DEVELOPMENT fu N0. oT cn s *Cf1Y.`_K1n1 DATE: 3.30-I F 949 955-9429 F 951 674-8761 DESIGNED BY: WMC DRAWN BY: WMC BASIS U E OF CG ( ) ( ) CHECKED BY: S.WILSON PROJECT MANAGER:S.WILSON BRAD FAGRELL,RC 43920, CITY ENGINEER EXP.6-30-19 CMOtn CEREAL STREET.�eE�r TO STREET AN MOB AND o, aNE pE'j'A�$ 5'MAX. 3.0' 3'Processing/Recompaction Zone A FG PER PLAN For Alluvial Slope Face B � `�. d7oJsh st, CiE O FOR SLOPING TRENCH WALL FOR VERTICAL TRENCH WALL FG PER PLAN Provide Proper Surficlal Slope Cover SL n SEE GRATE ASSEMBL 3:1 •A" 2.0% DETAIL ON SHEET 3 - --- Ib 3'Atj To (See Separate Recommendations) TRENCH WIDTH-' /, _ 5' 5' -:`�. a•Cje Face II }� TA-i#4(13M)BARS �I �. ' zl TIP. TYP. gtM Top � ejarMe Provide Positive AC'- I-',V I Q �d Drainage to Outlet ••�j1 VIC,1 17_ ' 8" TYP 1 - � Drain T.5:1 eackcut d • I TOP OF RISER PIPE FL) FLOW .. FLOW Haight D _ • as 4• FL V-DITCH ErJ 3" ELEV.PER PLAN LINE LINE Drain oard afap ` I ) ELEV PER PLAN (Miradrafn 6000%L approved i equ�valenb 1 Y CSP INLET _Faudc q m eackap>____ _ °® .. .. 2 I{ "+ 14 GA Configuration shown should CPTIONAL -I t I Y(30'Width Typical) CONST JOIN I I be uansidered Illustrative. 57]M 4' I INVERT ELEVATION PER PLAN Actual configuration to be EXPLANATIOq BEDPIP I• j f�.1 'tin ran determined at time of REDOING1, T , L "A" a q"Slotted(0.020)Sch.40 PVC Collector Drain&Curved Sanitary Sweep Connect _ construction to accomadate PLAN actual drainage and o Ciass 11 Pervious Drainage Mix(Caltrans 68-2.02FE00 3 6-9 euft/ft 1 6 INVERT ELEVATION maxfmiza drainage flow i2'MIN PVC STORM DRAIN PER PLAN 4"Blank(i.e.,non-perfomted)Sch 40 PVC Outlet Pipe-Every t 20W On-Center General Notes: UNDISTURBED EARTH SECTION 'A-A' SEE SHEETS 11, 12 AND 13 i)Not to scale. -MiY 2)Locations and depths to ®D "Shading Drainage Envelope"Around Outlet Pipe to Slope Face Ct 3-4 tuft/lineal fU A � I-•- V-DITCH DRAIN INLET DETAIL ..f ial nerd �tl�°" Perforated Outlet/Cap SECTION 9-8 B H 3)All work Rs to be performed SECTION A-A TUTS under obser"ati Mir on of and I6 sublect to approval by this afi 140N Cover for"D 'Daylight-2'Overlap 7.5, 9" term. 2-/4 BARS 4)AN materials shall Cobble Mix Cover < SYApA, constructed according to manufacturer's specification Select Proeauessod/Compacted Engineered Fill(Clayey Sand) A' ( AtAF TAFLLE A 2-/4 fl4Rs 41 ..... ••DRAFT- roe Drai D II aro,�a•s:„ M v 20171��p3SOMOrkS arts G3 recommendations. 3}See G3 Soils Report far mom Information. SmnOyFryarg tgeE Lake Elsinore al't,"ia Fi91u, r,em.Gas" .rq..w�m s- SLOPE<;a) DISTANCE DISTAH( >.; 1j .-12'PVC 5.5' 9• 2 r.10on) (MAX) MAx E i N.1- INVEIEV 2-(41i4R5 too 12'tA65 m) 4(1.2o m) 4:1 SLOP PER PLAN 1 TOE DRAIN DETAIL ! PER PLAN 1A% 5=0.01 NOT TO SCALE 87 ,4(�2s m) w(2.4o m) - 2-xa BARS �...:.. E ELEVATION 50 1e'(4,90 m) I (3s5 m) _ 12'PIC . PIPE ANCHORS Y� 1NY ELEV. •. .. i 40 ,e•(s.sn m) ,e'(aso m) _ ...... .... I 3:1 PER PLAN 33 20'(6.0D m) 2fY{&00 m) , ..- _ 'Ltr ELEV. / RIP-RAP 2-14 BARS ! PER PLAN 20' - / ANCHORS "Select Engineered Fill"-Clayey Sand 1 _ SECTION "C-C' by ° `' `••� ttno Outer Slope Envelope for Surticlal Stability NOT TO SCALE - ( Proposed Grade I IS'-Wide Bench/ RIP-RAP 2-4 BARS �) Vegetated Swats RIP/Process 1 Recompact NOTES- C. 12•PVC � 20, Engineered FTII ` (Elevation Varies) Into Natural Ground \ \ Outlet(Provide PER PLAN SECTION 'D-D' -�'t'u'- ExlstingGrads---` - Non-Erosive/ 1. ANCHORS SHALL BE CLASS 450.G-2000(265-C-14)CONCRETE. NOT TO SCALE -` - \\-- Paved Swale or 2.FOR CLAY PIPE,ANCHORS MALL NOT BE PLACED WITHIN 6"(150 mm)OF THE PIPE JOINT. 1'LAP - -- -- V LAP t5'Overact Key Drain \.\ g ty' 3> hard pipe" / _ 1 acceptable 3.TRENCH SHALL BE BACKFlLL PER NOTE 4 ON SHEET 2 a a -/s n -r-ir-tin-�/ padava rw. outet> 4.SPACING OF ANCHORS FOR PIPE SLOPES BETWEEN VALUES SHOWN IN TABLE"A"MAY BE PROPORTIONED. 12"PVC Native 5011 LINE OF Curved Tee Connection// K MIS, !?•uampae r d� FOOTING PER PLAN Sanitary Sweep for clean out 30'Minimum tt`tlzana / ! Daylight Key Horizontal to STANDARD PLANS FOR PUBLIC WORKS CONS'TF2UCTION / / / ,,ip e,TM6 PIPE ANCHORS' ""° �(LjOTH'IrYAI \\ � \\'1 Drain- Daylight(from rusuc saa(s mu+DRms r+a rj (p "a / \ ( base of key) ° -""� AND BACKFILL STABILIZERS 221-2 - \t Use 4"Slotted SCh.40 PCV(Slot 0.020) KB 4 0 12"OC TR // C, C, P. \\ __ 1(7 200s LPG OF e' w/5 tun/tt Cal Trans Class II Pervious(Calerans 68-2.02 F(3)) (BOTH WAYS) \ FOOLING assesa / \ 4"Outlets�d T-2"(Prof.D Positive to outlet/face-Every 200'staggered relative to Toe Drain outlets / Provide Paved Conveyance Swales or"hard pipe"to acceptable outlet(e.g.,15,vegetated Swale) OPIPE ANCHORS DETAIL / P Daylight Key- NOT TO SCALE / \ \ 14 0 It OC 4 0 T2'OC \ a Toe;1.1 Projection from Toe of Proposed Fill Slope (ATM WAYS) ' \ Refer to G3SoNmend Tn � (BOTH Nj1Y5) 30'Min.Horizontal Projection to Daylight an 3:T Slope Geotechnical Recommendations / / \ Min I Depth below Existing("Native")Grade For More Details Min i5'Width-Tie to General S'Overex far Grading W-3'-(1' / [ P O O Y \ C/ / ............ .. ( X.-........i(.Y .......3. \ .........\ \ <\ _.___. ...._.._.. ......... .........k \...... �� \ So:T:DrafCyDa)"i9M k�'Deeai RgzctFb.4:.4V3'M 101? A x24 �G35oiiVJorks ydro kaki E s tiara...Ilfo+nla F9u,e i ...,.v;a,�m,..un. f! P O P P O P O P W/2= V-6" W/2= I,-6. ..-.. - .__ .. f `! .... P. FL ELEV. FL ELEV. 2%MIN. z%MIN. \J 4.0' C' 2.0' PER PUN 4:0' \J 4.0' spa 2A' PER PLAN 4.0' / DAYLIGHT KEY DETAIL 2:1 MAX. 2:1 MAX. 10.0' f0.0' NOT TO SCALE CASE "A" CASE "B" D=1'-6"TYP. .�/ NOT TO SCALE NOT TO SCALE (UNLESS OTHERWISE NOTED ON PLAN) DER PLAN 14 0 12"OC 6"xC-W1.4xW1.4 W.W.M. (BOTH WAYS) I I� _ z' I 1-14&IR 1-14 OAR _ I I6 2"CLR } ' 2"CLR 12'DIRT SEE SHEETS 11. 12 AND 13 -r L r '!v I Yu'^ ) 7 14 0 It OC /4 0 12"OC � � .- D V-DITCH DETAIL ! I I L r (BOTH WAYS) (BOTH WAYS) 1 p�pjgjy NTS 2CLR PVC 75' ":ZS" 7 7.5' ... ...... ! E LY. to PER PLAN NOTES - - - - - - - - INV EL ...... 3'WIDE V-DITCH PER PER PLAN DETAIL"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 RIP-RAP SEE SHEETS if, 12 AND 13 THE UNIFORM BUILDING CODE. WING WALL REINFORCING FRONT ELEVATION 16 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' NOTES J 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 14 BARS.ALL VERRCAL BY CITY ENGINEER. AND HORIZONTAL TIE BARS 0 IT MAXIMUM SPACING. 1� WING TYPE HEADWALL DETAILS 3. EXPOSED CORNERS SHALL BE 3/4"CHAMFERED. NOT TO SCALE V406 3v 3/26//8 ENGINEERING GEOLOGIST: SOILS ENGINEER: OWNER REVISIONS: PREPAR UNDER SUPERVISION OF: SCALE: WIL50N MIKAMI R ESSIq CITY OF LAKE ELSINORE POT 1 2.5-16 G3SOILWORKS, INC. G3SOILWORKS, INC. McMILLIN SUMMERLY, LLC (FOR LOTS 35, 37&38) °�-N IL�/� SCOTT M.WILSON DATE CORPORATION 4 f RCE NO.49884 EXP. 9-30-18 DATE: MASS GRADING PLAN sHEET g 350 FlSCHER AVENUE 350 FlSCHER AVENUE 4343 VON KARMAN AVENUE, CITY OF LAKE ELSINORE 9 CORPORATE PARK T: 949-679-0090 17 COSTA MESA, CA 92626 COSTA MESA, CA 92626 SUITE 350 s No.49884 A THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE SUITE 100 F: 949-679-0091 OF I7 130 SOUTH MAIN STREET RVINE,GA 92606 TR. m31920-1 DDA PHASES E AND G PH: 714-668-5600 PH: 714-668-5600 NEWPORT BEACH, CA 92660 LAKE ELSINORE, CA 92530 * E.p.s/3a/1a * APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND s cTVTL STATE LAWS,AND A PERMIT CAN BE ISSUED. BENCHMARK' SUMMERLY DEVELOPMENT RLE NO. www.g3soilworks.com www.g3soilworks.com MARK DESCRIPTION BY APPR DATE l•Y \P RIVERSIDE BENCHMARK No'BM E-3-70.t1EV.1279.829. BRASS DISC N CONCRETE POST 72'NORTH OF Y 9 9 T(949) 955-0984 T(951) 674 3124 /F Cps\E DAB. 3 30-/8 MERSECnON OF CORYDON STREET AND MISSION iRJL. 2Y EAST OF THE CENIERUNE OF MISSION TRAIL F 949 955-9429 F 951 674-$761 DESIGNED BY: WMC DRAWN BY: WMC BAS S OF BEAPoNG ( ) ( ) CHECKED BY: S.WILSON PRO.ECT MANAGER:S.WILSaN BRAD FAGRELL,RCE 920, TY OF LAKE ELSINORECITY ENGINEER EXP.6-30-19 INTERSECTIONS cEAEPI-S11iEE AND STrOtaM�MRws BETWEEN CEREAL S7RE3E"Re°No•cR Sll mE'ERU SAILS AND SECT TONS 1�'060 --- 1 \\ TRACT 31920-9 t 1/ ' `\ \ \� ��°R��'S :ta^' /''.`gip��i � ` � �� ,,�` �°� A♦♦` \ X's Tul a, � /�/ 1ti /GJ� �/ /`/l'Ox \ `,,'�'' k �GTrWAllC / �?�� ,� � `� � \�• � '�C C �" \ ,�o�� \� �� \:\ -� TRAC 1920-10 �a'' � ,�. � 'f/if� levy N F Uric TRACT �31 0-21 / 3�1 1920 LAC 24 y / y�1 j" 1 Jjvj FARCE Cl tiT I i / \,ruTURE �\ PROPOSED iDz \ \ ac / Tz7Fc rn nh`L 1271 SEE SHEET 6 SEE SHEET 7 �F CONSTRUCTION NOTES LEGEND NOTE 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 a a so a eo ,w OCR BEGIN CURB RETURN 19 CONSTRUCT CONCRETE COLLAR PER RCFC & WCD STD. NO. M803. ECR END CURB RETURN 30 REMOVE EXISTING CONCRETE BULKHEAD. ( IN FEET) S b 3/26/14 1 inch= 40 :L REVISIONS: PREPARFD UNDER SUPERVISION OF: SCALE: WILSON MIKAM► CITY OF LAKE ELSINORE o ENGINEERING GEOLOGIST: SOILS ENGINEER: OWNER: eAOTEssf, , G3SOILWORKS, INC. 03SOILWORKS, INC. McMILUN SUMMERLY, LC (FOR LOTS 35, 37&38) �1 SCOTT M.WtLSON DATE CORPORATION CITY OF LAKE ELSINORE yo �o RICE N0.49864 EXP. 9-30-78 DATE: MASS GRADING PLAN SHEET 5 y 350 FISCHER AVENUE 350 FISCHER AVENUE 4343 VON KARMAN AVENUE, 9 CORPORATE PARK T: 949-679-oos0 9 17 COSTA MESA, CA 92626 COSTA MESA, CA 92626 SUITE 350 130 SOUTH MAIN STREET h No.49554 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE SUITE 1 0 92606 F: 949-679-0091 V Ig20-1 DDA PHASES E AND G OF PH: 714-668-5600 PH: 714-668-5600 NEWPORT BEACH, CA 92660 LAKE ELSINORE, CA 92530 a„R eiaone * APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS, ND A PERMIT CAN BE ISSUED. BE"R""AR"° SUMMERLY DEVELOPMENT FlU"N0. www.g3soilworks.com www.g3soilworks.com ( ) ( ) MARK DESCRIPTION BY APPR. DATE 'fl,, av,1 \P INTERSECT] BENCHMNR N0.STREET E-J-TO.MISSION TRAIL 29. BRASS OF R!CONCRETE POSE IS NORM OF T 9 9 T 949 955-0984 T 951 674 3124 �f NIIERSECT ON OF CORYDON SIB AND MSB ON TRNL 27'FAST OF 7HE CENIERl9�OF MISSION TRAIL F 949 955-9429 F 951 674-8761 DESIGNED BY: WMC DRAWN BY: WMC CAVE DATE: 3 30-►8 BASIS of BEAPoNG ' ( ) ( ) CHECKED BY: S.WILSON PROJECT MANAGER:S.MLSON BRAD FAGRELL,RCEI 20,CITY OF LAK�ELSINORE CITY ENGINEER EXP.6-30-79 CpjERSECPONS OF CEREAL STREEIEPNO STONSEMAANwSTR�AND CEREAL STREET AND COW"STREET. '06.1 I I \♦ � \\ yy1 \ti A5 � I \ \ ♦\\ 1\ti6� 50 JO � yk 1 \ 9 0� / � /' I \ TRACT 31920-9 \ I A Irld xt ♦ \ �6g yk. GO \` " \2 a M� \ � ,\ DES` � \\♦ \\ \tio �o:!)1 3' vO4�'Q. �o�.ti //ego �'` G � `�\ \ \ O �� \\. ///', — \\ \ ti66� g G /,moo /// 9 ,,G 7 `�s> ♦`\ PAD=11 �, �11 \ti6 ,� /� �� do g \16N O r''s m `♦�s`� �' / \ G \6. 9 \\ �<r� �`� =1269.0 �/,\ ,� / �v / o e A \'ti`0$• tip'.a h e`I �, �9' .� i ti d- �, k1 Q � � `.� PAD=12 \ / 2 `'� /. /� / \tiok o�1 .6. '� r° � \9•so "30 PAD=11 .7 �'-(♦ �6rn //j ry / O �/ k11 !l s„9� ��.s \�. \ ��'S"' 1ryd >. \\\ h'c's tiy'I- \�• i 01 ry \ ,\G A \ Foos `� `�\\ / v , ,yc /f ,� � 'lk ,�s •{� �2 n �` s � h�' !/l mac+ � \ � F "6 h \ R .! iOGF, /�5�y o• y'�(, �'C;s? c,'> `�„�`7' v \ �.� � � \` � 1- / 0 \ \ r•o \\ `6° e 4i• s \ PAD=1z � TRAC 1920-10 by, / 2 \ti6 ?sg\ 28.2T Lpry \ 1 \ PAD 1270.2 �� yo , 1p. ' \ n$ °>1so.\ =126Zo \,y6 \�y \ PAD=1167.1 s� y1k•� F5 �.\ �,•> `?\ P� yb ti /ti6 ' 9 S S � / Epp o ® F5� Q ® ptik °o° o•yy \\` aw \ j &S/ / b� s69 24 \,ti /\tit \ \� \w, •� N� •po°9 \� \ PAD=1267.8 \\ryocP �G :/� PAD=12670 � +" 1\ �i \ l 1 15' .G� .� \ , \° ',ti\5 1Gti/ , � -,� 31920 25 ti LO �a / / j qOo ` 1 k /// y, .8 / \ \\>> 7 ♦ '.ti°1 PAD=1168.4 5'\ "\�'`0 Q\Y'rAo .G / �0 `\ � /' qo 09 / �:� r`�, 2�� . rn OQ�G4 Q �.•,� t \'Lyy1 ' PAD=1167.0 / > `?s \ o k 6y. e / ° \o1i \ �� <g, c+• Q� \ c�' ,/ >oo °4',� • �� /1 tik��T`' �\ i/ '. \ \ w °�?.�o•` II 4 k� e/\�6�. '� \� >s>`• \s Q� /m i3s •\ °o- _�'tQ74 \ '^s's> > `\\ '� � \ � w 1N 1270.3 yk�\ .y \?s>r '�0 ./ \ 5ti9 / ^ATD1269 1G 1•� x 5 , p \ w10 'fib.. y`c' `n''� ° \ + 6rJ /2 PAD=1270.0 � 9 \ti �. \ o/ sA' '♦ \ \ `<?s., \ o 6�'F �p PAD=1270.0. �+ �02 / \ a. PAD=1�2+69.70 \� s 1� ��PZ=_1268.'8 •`� 66,," G 7 /fir ;�cs s e �r �{ 00• ? /. 69 \ � / �i' PAD=1270.4 4 .�1G A c �? � `L 15 // klh 0 ',� °o, - o / >' \ °y ed \�/ o '".� y'l ^•! ,�, 45' 69 ' a \ s9 •t a`�c I / .PAD=126.9 's / PAD=126Z8 8�BFEET 6A 0 0 SEE S-EE7 7A Q � LEGEND NOTE CONSTRUCTION NOTES 30 LOT NUMBER SEE SECTION E-E AND H-H ON SHEET 2 \ 7� CONSTRUCT STREET UNDERCUT PER STREET SECTIONS ON SHEET 18 GRAPHIC SCALE PAD= PAD ELEVATION - - - TC TOP OF CURB ow w +w BCR BEGIN CURB RETURN Qf - ECR END CURB RETURN 9$,//11��,, qq �1 )fjb A/V' V/30/iy' - —h FEET) 1 inch= 40 tt REVISIONS: PREPARED UNDER SUPERVISION OF: SCALE: WILSON MIKAMI CITY OF LAKE ELSINORE ENGINEERING GEOLOGIST: SOILS ENGINEER; OWNER: M YaoeEssl w w CORPORATION MASS GRADING PLAN G3SOILWORKS, INC. G3SOILWORKS, INC. McMILLIN SUMMERLY, LLC (FOR LOTS 35, 37& 38) �� << scow M.vnLsoN ATE S}IEET , { y off' RCE N0.49884 EXP. 9-30-18 DATE: 9 CORPORATE PARK T: 949-679-0090 350 FISCHER AVENUE 350 FISCHER AVENUE 4343 VON KARMAN AVENUE, CITY OF LAKE ELSINORE ti SUITE 100 F: 949-679-0091 y COSTA MESA, CA 92626 COSTA MESA, CA 92626 SUITE 350 130 SOUTH MAIN STREET No.49884 A THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE IRVINE,CA 92606 TR.31920-1 DDA PHASES E AND G OF 18 PH: 714-668-5600 PH: 714-668-5600 NEWPORT BEACH, CA 92660 1 ADDED IN-TRACT LOT&STREET ROUGH GRADING -�.I$ * Exw a b,te * APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND BENCHMARK: LAKE ELSINORE, CA 92530 MARK DESCRIPTION BY APPR. DATE Jf9 crva \F STA LAWS, N ERMIT C BE ISSUED. RIVERSIDE BENCHMARK NO.BM E-3-70.ELEV.1279.829. BRASS DISC IN CONCRETE POST 72'NORTH OF SUMMERLY DEVELOPMENT RLE NO. www.g3soilworks.com www.g3soilworks.com T(949) 955-0984 T(951) 674-3124 oT CANF DATE: 4'l2-I INTERSECTION OF 00 YDON STREET AND MISSION TRAIL. 27'EAST OF THE CENTERLINE OF MISSION TRAIL. DESIGNED BY: AMC DRAWN BY: WMC BASIS OF BEARING '$•�I A F(949) 955-9429 F(951) 674-8761 BRAD FAGRELL,RCE# 920, CITY ENGINEER EXP.6-60-19 CENTERLINE OF CEREAL STREET,BONG N5752'48-W,BETWEEN MONUMENTS 3 AND 4,BEING THE CENTERLINE CHECKED BY: S.WILSON PROJECT MANAGER:S.WILSON INTERSECIKINS OF CEREAL STREET AND STONEMAN STREET AND CEREAL STREET AMID CORYDON STREET. BEE SHEET 5 .0 TOP 38;`§i�fR t \�� \\ �/ .�/ Q. _ `.'` �,," 'L. / ,258.0 I '3 6 PROPOSED SEDIMENTATION BASIN#6 ;�-� TACT 31 20-10 a/�% RE flII ECT 141ALL TRACT 31920-11 � �� y �% Cy y YBOUN f� FUTURE TRACT 3 2 7R. 'aA'1 920-1 LOT" t;. 1\ l 7-rM PARCEL 25 ` ,— v•. \\ '\t `yV w'' T n vty, ti i„A v \ �k"\`e\i?,1}`'`;;t��i��\\• U�\i\t %�� ` \,��`; 4� a� "'s \ 1 ':�h'`, / e a ,� / ! � { I ° - c UMITS F E/G GRAqNG \ Vt\\VLV�A1 1„s. , �\ f�-, V \`;, ��\'`'i t,1\'+\1\i\ +�,}�, U'uy �Y \0' \ \ }1\,Ut+ \;,r \li' i,\,i` � ;,�}.,,; } ��, / ,�-- �� \ _ '/,'; iA ' ,'' / -='' / ,�J?' j CONSTRUCTION NOTE REMOVE EXISTING HEADWALL. 1,�\'1; \�t��`1\t'1'i\\` \I'��__�''"\`;:,\ ,v i � , �0 { y / .y ��•�_. ,� .t.. i 3 / CONSTRUCT SEDIMENT BASIN PER DETAIL '0' AND TABLE SHOWN ON SHEET 3. \ U ITS (J� /G GRADS INSTALL 24" RCP & BEDDING PER RCFC&WCD STD. N0. M815. ++ LOT DINE iY`\1}l,t' \ ti} I",t},i, , s ,i y,, / „'`� CONSTRUCT 36" CSP RISER PER CASOA SE-2 AND DETAIL 'P' ON SHEET 3. `,t`,` t� t '+'j�I i, t �� ' - �{ t �` as �a:� � / � /�'1 '�ll� xs� '9}';`� I 7 UCT STREET UNDERCUT PER STREET SECTIONS ON SHEET 2 6. .Y-. � l LEOn" \ N 1v N1 ,- REMOVE EXISTING RIP-RAP WITHIN GRADING LIMITS. „r \J y -" / SEP E � \\Z itj ry 8 r Al I �' FUTURE TRACT` 0—?f NOTE l \ 7R" 3192 \ 1 J, 27' LOT I><t t 71,�t�,,,1t,>>'� �v;,;;, , '• ,. 77M -j" ' , `• t t}.t)1}. t ,+}1}b„ 1 -- / SEE SECTIONS ON SLEET 2 RCJ .27 _ / LEGEND '\i\"." I i +a`,itt' i't':t�\y �' C"i I �" J ^`l'�''-{' 30 LOT NUMBER , �! ' 1t i,. tl RIM ii, !, ( I ;�/ ) // ,/>,y 'i II' ti - �, +, PAD= PAD ELEVATION i\ {,', I! TREEr p - - --- `_a, -- — ----- — TC TOP OF CURB � � ' {{N\ BCR BEGIN CURB RETURN I I ?A2--4`il•'i!1i!! ECR END CURB RETURN i ,{. j r aa; 1 i ' 'f. \L�� f� ! \ / <;? hUTURE FACT If,. STORM{ PER ! BOUNDARY PARA 5 , Ii} ' It + / UTUR RACT 3►1�20=23 f X' A�I'I� } ""� Llii�r0 \p�. GRAPHIC SCALE CF s� ti l"�' y h rH ,�II i M/< 4- ' �a. _ --v _.. 45- • :}�. j / ( IN FEET) et.t inn 40 8M SHEET 8 004 QV 3/26/N g ENGINEERING GEOLOGIST: SOILS ENMEER: OWNER: REVISIONS: PREPAREa UNDER SUPERVISION OF: SCALE: WILSON MIKAMI CITY OF LAKE ELSINORE eµOFESSI G3SOILWORKS, INC. G3SOILWORKS, INC. McMILUN SUMMERLY, LLC (FOR LOTS 35, 37&38) ��°\� SCOTT M.WILSON ! DATE W CORPORATION SHEET 6 350 FlSCHER AVENUE 350 FlSCHER AVENUE 4343 VON KARMAN AVENUE, CITY OF LAKE ELSINORE s RCE No.49884 EXP. 9-30-18 DATE: 9 CORPORATE PARK T: 949-679-0090 MASS GRADING PLAN SUITE 100 f�(] oF 17 y COSTA MESA, CA 92626 COSTA MESA, CA 92626 SUITE 350 130 SOUTH MAIN STREET y No.49ea4 A THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE IRVINE,CA 92606 F. 949-679-0091 -� 920-1 DDA PHASES E AND G PH: 714-668-5600 PH: 714-668-5600 NEWPORT BEACH, CA 92660 LAKE ELSINORE, CA 92530 * R"R.a/no75e APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND BENCHMARK: www.g3soilworks.com www.g3sollworks.com MARK DESCRIPnON I.Y ... DATE ff9 crvn �\. STATE LAWS, ND A PERMIT CAN 8E ISSUED. RIVERSIDE BENCHMARK NO.BA E-3-70.ELEV.1279.829. BRASS DISC IN CONCRETE POST 72'NORTH OF Y SUMMERLY DEVELOPMENT FILE NO. 9 9 T(949) 955-0984 T(951) 674-3124 p �p\IFS DATE: 3-30-i9 INTERSECT N OF CORYDON STREET AND MESON nWL 27'FAST OF ME CENTERLINE OF MISSION TRAIL F 949 955-9429 F 951 674-8761 DESIGNED BY: WMC DRAWN BY: WMC BASIS OF BEABNG. ( ) ( ) BRAD FAGRELL,RCE 920, CITY ENGINEER EXP.6-30-19 CENTERLINE OF CEREAL.STREET,BEING N5752'48Y1,BETWEEN MONUMENTS 3 AND 4,BEING THE CENTERLINE 7 CHECKED BY: S.VALSON PROJECT MANAGER:S.MLSON INTERSECnONS OF CEREAL STREET AND STONEMAN STREET AND CEREAL STREET AND CORYDON STREET. 144 \`11°-{- >I , \ \ �/ /J B // h /� 5 O 1� O / 115'I' 3 � / \ 2 o k PAD=126Z8 / o 0 1270 u, 1 �\ \\ \\ / p\ �/ \`L p�, y0 �i ° ,,� P 1267. \\ S ��`\ PAD=1268. - / /'' - Y %/ °� 6y �01• p9 )•' •"\ mod') TRACT 31920-11 TRACT 31920-23 20' HOA4 LOT AX 600 \ 6't h '�� \ -- \ti 1,.60• �ti 6y:. / \ti / �° /��\'@\ -r •\\s � 7.5' 5' Z5' 'o EX. PROJECT WALL EX. GROUND \,L6 PROP. WALL TACT 31 20-10 69� r /i PAD=1 .7 / ,? 1 1' 5 a ' /• c� , �ti�il e \ 7 EXISTING PAD _ -1 ----- •.`L6g'{' --------- - - PROP. PAD y o ,ti \ti6 /j 5 QPV 0O \ �� p. \6 PAD=12s7 of 1%MIN. amm 10� (PAD=1271.7) \ 9 / \6 \ h' 10 , 0 / .... ,: .. ti + t s R\ o \ 1,� >oos 2.1 MAX. 2% 1%MIN. 7AC 1920 AD=1269: \ // 61.yo° FUTURE 5.0' 2.1 MAX. T 3 11 ti6 \ti D.G. TRAIL 10 O. ,5. i 47 // \\ti + (PAD=11)LO) 9 \ (PADs`3117U5) It + S � \9 = .2 DING ��. t o 2 .yN // 6y ��° �: \�61. \ PAD i 1° �ti5o+ / SEE LEFT HEREON \\\ 2s� ry \� // ,ti y. AD_12 .6 49 SECTION N-N OF EN Y fU1UR� + h '2e \ ° \ti6 °ti // ' ° LIMITS g0 1' °� / 0�^ / Q , Pao=llss.o / GT 3' f ' \ \ti &o ,\ f ,w NOT TO SCALE 106 �°.TRA � �i� � �• 6W � /VS '?6, �O �66� ,�'1° .3 � /./ \ \ / - ,1, 1 1 _ 'oo�.A '�'' ? "5 ' / \`L P 1270.1 / \ AD=1268.7 \ ' 50 t� \ s 6 \\� 01 / 1p1 ,/ �c .i •8 FG ,moo / PAD=1269.E Qf ��. LOTLINE TRACT BOUNDARY - '. HOA LOT 'AR' =t269.2 \ I 1 / PROPOSED WIDTH VARIES \\\ Z \tie' °o \ �• u�'�o e / \ / ` a / VIEW FENCE 0• os \� - \/ g P 1269. \ eg / ti '\tit , N1 ' - I > // 2' VARIES . ^/ Q � /2js �$ k y. �0�80• '1=' 1 \ 1�c /' \ � \\ � �TR 13 20- t2s� LOT LINE z m R ?s 'o 6 , 6 e' c o0 1 ^ \ PROP. N �' 6. 267.s^ I s PAD ELEV 5' DG \ 156 h \ti ,�� - ,� I `L 1k / AD-12 9.8 \\ i 7s' �\s o 2.1 MAX 9 s�All. 1 \ 1 \ �'J •� ?61c 68.53 1 '� ' ° `LTA• �'' ti5 � \ 'ce G GB G \ TRAIL TRAIL EXIST 2 gp '� / 4 PAD=1269.1 �� 1268. i .1 1268.0\ , � 268.4 126Z4 P 6Z4 i 68.0 12b8.0 t? 8 ' \0 i ,1• ' PAD=,270:4 / II-�-� I FG GB G G GB 'I GOLF •\G L FG GB FG GB F GB F GB FG GB^ 2:1 EXjs COURSE P1269.8 t 680E ,ti6 �67 0°' y3.\,y6 /,� ti010p I alq 1 9 �ilq] \\ 60�0'/ y\� NI / 01n RETAINING T. S�OPF - o WALL PAD4-_1 n:l PA4P=1i2 .4 Ao REMOVE 40 39EXISTING G DITCH tO AD=1268.0 PAD=1268.12 OF 268.4 I SECTIONO-O NOT TO SCALE E o PAD=1269.5 268.5 PI=1265.16 ®CL I a PI=1266.7 B CL - Q _ - T 60\c o P TRACT 319 NS TG Tq PAD=1269.2 \\\ / 0 so,y1° \ \ =12 .0 / �� / 5ys1 TC C FS BVCI.00X Tc - � 192 1 x FS 6p� 9 P "�Z�,{IQ,.O PAD 269:4 35:61'--t-6-79' --33. - w ° ` q 0 9 60 LIMITS G ti/ / I 2 REMOVE EXISTING HEADWALL. PAD-1 683 os'� I \ G LNG / o�l l PROP.STORM DRAIN 'A6s.7 m 1274.3D TW 9 °° FU 5' / l I PER TRACT 31 0-22 7 CONSTRUCT STREET UNDERCUT PER STREET SECTIONS ON SHEET 1 LOT NE 1 t 7.6 + 09P / PAD=1268.E / ,�� I l IMP. PLANS , I _I a o 8 REMOVE EXISTING RIP-RAP WITHIN GRADING LIMITS. 92.56' ._-'1 7 1 1266.93 47 ' sy / o f 2 o o g 3 W PAD=k'sZ7 � ' a \ l PAD= 67, o l 23 0 22 21 P =10 0 0 19 INSTALL 4" PVC DRAINAGE PIPE 00 o ' \ti6$+ + \ ^I PAD 11672 ^ PA?267.5 PAD=1268.0 9 \ti 1 - \ ,q \tiy PARKWAY GRADING 32 INST LL 1 ' G TED INL T PER D IL N S EET 8 ti0 PD=1268.2 0 r mo I G \ti ��gW-4:81` 6 � /1 q I IMP.PLANS Q 1 _ {� LOT 30 A _ g6933'-4. 1 6 C - �._- II � 99 46.83' SEE SECTIONS ON SHEET 2 do 18- ® Men./ -- - --- -;r ---- - �//�\ _ 2fi5 T 7 Q FOR TYPICAL STORM DRAIN LOT SECTION SEE SHEEP 18 0 �4° ' zVILLAGE PA _ EGEND - 1.00X � - L LOT NUMBER I � 90.04' I T �� PI=1265.84• � o� - _ P 30 1 .1 77 0 .�. . . = N T .� oI j- - ---- - - -- - - - PAD= PAD ELEVATION 4 m 11 y PAD=1268.1 ~ I 1267.7 32.14' --------- 2} s TC TOP OF CURB 6°PD=1268.2 w `O� I 95 a. ^ .00' ^�tiN 0 - 32.26' 16.7T 49.0' 49.00' 49.00' BCR BEGIN CURB RETURN L N90.00' PARKWAY GRADING ECR END CURB RETURN to 9 T. '-- I / t G g 7W.ti -F PER SEPARATE 2 .2 - -- / 1 Z9 F I 0 12 IMP.PLANS 126 _2 ^� i 1267.23TF�I a 5 I 3 � 37 g g _ P 1�,�. � P 12 I h / 1 `I'F0 PAD=126.0 PAD- ZO P 1267.4 PAD=126Z5 ro AD= 6Z5 12I I \ -�Y""f- I I k =126Z9 I OP.STORM DRAIN �g 32 _ . I o ��444 28' M 1 7 73. pE TRAC 31920-25 \ + 06 PAD_1268.7 - ' „� 90.00 \ ,,.; T I y6+ �1 �12s723 IF IMP. PLANS f00 _ L Pi 126s GRAPHIC SCALE n o / 1100'VC PI=1265 1 CL _ _ `L' 1 94.81' - 18`P.2 -}-1241-� 2 6 a� 1 65 6 1265.7 12 C.1 1265.9E 1 � i 66.27 12 TC 1 5.8E 1, o 13 �I o I. I J w T "`,y�.-1-- G 1.5�i �R- -� TC 12 96 d IN FEET). \ PAD=12s9,2 �il cl w 9 --�.� I 1 I Q�o2_ Z10 5. 1 12 OiA L OAKt?ss. 7 1 r. I 2r,.?�ss,.�o 1 inch= 40 tt Q BEE SHEET 8A I 02b '6v 8/j0//t OWNER REVISIONS: PREPAREDUNDER SUPERVISION OF: SCALE �1 W►LSON M/KAMI CITY OF LAKE ELSINORE ENGINEERING GEOLOGIST SOILS ENGINEER M �, PROFESSI G3SOILWORKS, INC. G3SOILWORKS, INC. McMILLIN SUMMERLY, LLC \�r r SCOTT M.WLSON DATE CORPORATION MASS GRADING PLAN SHEET 6A (FOR LOTS 35, 37&38) 9 CORPORATE PARK T: 949-679-0090 350 FlSCHER AVENUE 350 FlSCHER AVENUE 4343 VON KARMAN AVENUE, H o, RCE N0.49884 EXP. 9-30 18 DATE: CITY OF LAKE ELSINORE '�' SUITE too C No.49884 A THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE WITH THE F: 949-679-0097 OF 10 COSTA MESA, CA 9262E COSTA MESA, CA 9262E SUITE 350 130 SOUTH MAIN STREET IZ�I RV1NE CA 9260E TR. 31920-1 DDA PHASES E AND G NEWPORT BEACH, CA 92660 1 ADDED IN-TRACT LOT&STREET ROUGH GRADING � Cxp 97S071W * APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND BENCHMARK: PH: 714-668-5600 PH: 714-668-5600 LAKE ELSINORE, CA 92530 MARK DESCRIPTION BY APPR. DA E sr crva \P STATE 1�91NS,ANq,A P IT CAN E ISSUED. RIVERSIDE BE MARK No.Bw.E-3ao.ELEV.1279.e29. puss Disc N concRE E Posr 72'NORTH DF r SUMMERLY DEVELOPMENT FILE N0. www.g3soilworks.com www.g3soilworks.com T(949) 955-0984 T(951) 674-3124 q/F OT Cps\\t§ 4�( DAB; _12.18 INTERSEC ON OF CORYDON SMU AND MISSION TRAIL 27'EST OF THE CENTERLINE OF MISSION TRAIL DESIGNED BY: WMC 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 CENTERLINE OF CEREAL STREET,BEING N5T52'48 W,BETWEEN MONUMENTS 3 AND 4,BEING THE CENTERLINE CHECKED BY: S.WILSON PROJECT MANAGER:S.WILSON INTERSECTIONS OF CEREAL STREET AND STONEMMI STREET AND CEREAL STREET AND CORYDON STREET. / BEE SFEEr 5 1271 iz 4-off )'J I OX 1271. ia rb� _,O c! 4 --------- J NS UCTION NOTES RE EXISTING 2,C PVC DRAIN PIPE. CONSTRUCT SEDIMENT BASIN PER DETAIL '0' AND TABLE SHOWN ON SHEET 3. 1270 INSTALL 18" RCP & BEDDING PER RCFC&WCD STD. NO. M815. CONSTRUCT -T 3162-0��l FUTUR TRACT N TRUCT 36" CSP RISER PER CASQA SE-2 AND DETAIL 'P' ON SHEET 3. TR-.-- T 9 20,1--Lv r ?,4 CONSTRUCT STREET UNDERCUT PER STREET SECTIONS ON SHEET 2 M FARcEL/24 CO EM V TURE TRACT A/ VE EX STING 36" CSP RISER. BOUNGA C RUCT CONCRETE COLLAR PER RCFC & WCD STD. NO. M803. BOUNDARY 1270.5 1 f f j j J f '270.5 -4,q_r k cir, el. PROPOSEDV SEDIMENTA BASIN#7.......... ION / f% 0 fy/ 1267.0 TOP OF jW, S J/�� / �K f�6 12 'PRO PE SHT. 4A 1269.8 FUTME TRA T 1270.1 31920-G, ?/15 -TTmIJ G 2/5/ ol AN FUTURE TRACT 11 1269,5 BOUNDARY ?� /%l� i i r/ \\\ \ f f 0 J f J __ f/f 126' ........... 1211.1 X/ tm,V-- NOTE SEE SECTIONS ON SHEET 2 c 1920 19 f '\ f ��f Jf f`�f f�r YLIGHT Ll 2o 7269.9 1270.2 LEGEND 1-2: ry / i :-^„'` _ � \ � ` \ 30 LOT NUMBER X 7 VA Y 7, PAD= PAD ELEVATION TC TOP OF CURB lo BCR BEGIN CURB RETURN 68.5 ECR END CURB RETURN 15 11721 % % T- 7rJf v G 65 A 269�4 r'f FUTURE TRACT ............. BOUNDA RY FOUNTAIN GF�ASS FUTURE TRACT 31920- Ike 1267.6 4 319204-1 LOT 2 441/ GRAPHIC SCALE TTM PARCEL 2X o LOT/34 TR qt� Z ol SEE SHWT 8 SEESHMT9 EEL- IN FE T VIJ C) I inch E40 ft. 17 ENGNEEFUNG GEOLOGIST SOILS ENGINEER OWNER. REVISIONS: PREPARE a UNDER SUPERVISION OF: SCALE: WILSON MIKAMI CITY OF LAKE ELSINORE : : 12_ G3SOILWORKS, INC. 03SOILWORKS, INC. McMII-UN SUMMERLY, U-C (FOR LOTS 35, 37&38) /'-Zs' RCE NO.49884 EXP. 9-30-18 9 CORPORATE PARK T. 949-679-0090 MASS GRADING PLAN SCOTT M.VALSON DATE W CORPORATION SHEET 7 350 FISCHER AVENUE 350 FISCHER AVENUE 4343 VON KARMAN AVENUE, CITY OF LAKE ELSINORE SUITE 100 COSTA MESA, CA 92626 COSTA MESA, CA 92626 SUITE 350 130 SOUTH MAIN STREET - No.49aW54 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE F., 949-67 ;; IRMNE,CA 92606 9-0091 TR. 31920-1 DDA PHASES E AND G OF rZ PH: 714-668-5600 PH: 714-668-5600 NEWPORT BEACH, CA 92660 LAKE ELSINORE, CA 92530 - E.p.9/3D/15 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND BENCHMARK. MARK DESCRIPTION BY APPR. DATE STATEA PERMIT CAN BE ISSUED RIVERSIDE BENCHMWX 140.BM E-3-70.ELEV.1279.829. BRASS DISC IN comcRuE POST 72'NORTH OF*T" SUMMERLY DEVELOPMENT RE NO www.g3solworks.com www.g3sollworks.com T(949)955-0984 T(951) 674-3124 -----TDRAIM4 BY: WMC INTERSECTION OF CORYDON STREET MO MISSION TRAIL 27'EAST OF THE CENTERLINE OF MISSION TRAIL DATE, 3-30-10 BASIS OF EARI E DESIGNED 'Y* WM' CENTERUN'OF BEARING STREET,BEING N52-52-48-W,BETWEEN MONUMENTS}AND 4,BEING THE CENTERUNE F(949) 955-9429 F(951) 674-8761 CHECOF KED BRAD FAGRELL RCE#4JVZU. CITY ENGINEER EXP.6-30-19 o6sl BY. S.wLsoN PROJECT MANAGER,S.MLSON CITY OF LAKE ELSINORE INTERSECTIONS OF CEREAL STREET AND STONEMAN STREET AND CEREAL STREET AND CORYDON STREET. _I / /ry5 \\oo. PAD=1269.3 / '9i°b� o� 5 / O� v J ry L+A , \ 9 ' y��e4 fi 1 PADV=1.27s \0 0;7.8 � \c \ / 56 PAD=1 9.E p0/ \ SO yry. 1 I 'o PAD=1268.8 \`L �04st> a�, \ / � 0 00 5 -PAD=1 1 PAD=1268.3 ' + 5 / oo so 13 \�� s dv ; ,/ PAD=1270.3 /6� %, \ PAD=i 70.2 18� /, \\ '2iT � \ � To \; / \ry\ryry1. � ..PyZT =1270 \ �k // ' Pao72 rJi2sa.e . / ss°° e��y'p� ' '\ \ , P 54.a10 ry�1y° F h S000 67 ° � , CONSTRUCTION NOTES .\ O \ eO \ 7. PAD=1269.4 / '�.. p� PAD=1��07 o rye' ry6q° ho og OG /yx J! 1 REMOVE EXISTING 18" OR 24" PVC DRAIN PIPE. SS , 6 ! '� / 5 ''p a/ PAD=12705 \ ' / 9R ,rq0 // 7 CONSTRUCT STREET UNDERCUT PER STREET SECTIONS ON SHEET 18 ss 1271.2 po '9 y11' /, / ,y� f f 19 INSTALL 4" PVC'DRAINAGE PIPE \ry + PAD=1269.9 AEXISTING 36" CSP RISER. 7 2y0 / ' ` ssy k �Ors� P 5271.2 °Ss 74 �' .�' '/ r, " / 32 INSTALL 12" GRATED INLET PER DETAIL ON SHEET 18 sso o / 10 / �r�,, `L 0`L PAD=1270.2 / �G f '/ / .�° PAD=1270.4 zC \ \ory r /. 6� / r Q� 270. 34 CONNECT TO CATCH BASIN PER DETAIL ON SHEET 18 } 51 ' s \rye i J PAD-12 .7 ' / 1271.1 'T• 47 ' \�o/ Jr. / Q'v 1270.5 y "YY PAD=1270.4 75 ! >r \\ �\ $ c&, as / p,0 / O• 7/% 1 0� i 'y / 1270.3 PAD=1271.2 aj ®� •v � �`L -�- f/j�o .�. �ryb , o /y. PAD=1269.E ,/ �` To'`3' o \ \Oo• ° � � \ �y// � 10 / \ S, \ sP o o / 1270 0 Q' B / PAD=1 70.1 T�,•O, ? p0 1 ryN0 / \ '' _ TC P 1267.91 1 '�' s , 2&37 PAD=1271.0 9 / 1267.44 F\ \ , /b s \ PAD=127.2 / \ ppj/ - TC s 52 J 5 - a1I --- _ T? / 1269.8 \ \' PAD=1270.5 &R aB�s �? O 9\ , 0 6 gB \OG \ 7 � � PAD=1270.5 / /- f a TR. 31 22 r,� 12 / ry0+ \ Ss \\Ct PAD=1269.7 1 s \_\ 1 12, P / �� / �' PAD=1270.5p9°/ry0 \ ,? F�;. yv, 1269.91% so �I 2 1269.5 1�'k+ - G \00. 9.9 ^I PAD=1269.4 .1 ^ \ 1ry .57 �` ,� G '�. 51• 1 \ PAD=1270.1 1 .00• i/ \ / / AD FLIT. TRACT 1269.E iA o o1•G s BOUNDARY W 1 1269.2 I yq 13 1266.7 ®CL _- + 1 -- - - _� \� 'A�'G�\ry�O1.G PAD=1269.3 I� % �\\,1 70.3 i 12 3.24 44.8 5.. / / 1270.1 F01971. \ 65.46 9.3511 7 �' / / A \� �/` \ f j vn� 65.67 265.90 ? / 10�G\ryOpO°0`O9k 14 1 7L9 _ 1268.7,PAD=1269.1 .. ram'- -_-33pg• - -35.8' - 1165:693 00� !o \ \\ 1269.0 NO E 0 q 19 qI 18 0 6 I PAD=1266.7 v ////// o O 1 PAD=126Z5 ' �� FG 2 1 /' 12�� G - \ \ \ Q FOR TYPICAL STORM DRAIN LOT SECTION =1268.0 - PAD=1268.0 ^I °5 ,,,o"? / .0 �� / 1269.9 \ \ SEE SHEET 18 y 1269.21 \ // 1269.0 \ \ \ 1269.0 I PARKWAY � / / 12 8 i PER SEPARA ,� _� 16 / `� /'•�� 2° -I T� FS6gS8. ' TRACT 1920-19 \ \1 LEGEND -- IMP. PLANS 50 PAD=1266.7 V�py / �_/ GB \ 55.00' = 55- 10.1- 55.04' q. n f y / / // \ '26g3s \1 11 30 LOT NUMBER PA PAD ELEVATION 1265.; D= TION � � \ C,1 1 1 1 TC TOP OF CURB 1266. 7 P G 1 / 7 i `\ �pA 1 I BCR BEGIN CURB RETURN 1 I ECR END CURB RETURN lzsss I - - b 1 s6. T2 6. PARKWA 1 I 12R7 1 73 1269.5 I 1 I 1268.0 1 01 49.00'12 4 1 66. 5740'-- 61.87, - .20 TW 4724• CR ^p �R' , '7 // , I 1 I FUTURE 5' '� CB �/ g8� I 1268.1 I II 126 3 TF I D.G. TRAIL '7 ~p l / q��/ f/ I ` 7 I a k/ �� / �j I \ 67.5 PAD=1267. PAD=126Z3 m 6 `O ^ 1 12178 0 TW l / f 1 1269.2 -- - 9 = PAD=12 .7 ^. 1 0 FG • sJ l i f' /� / I I 1 PAD 266.0 a l� , f o , FOUNTAIN GF 12sss3 1F o � / 1 ^��a �� .--.I P1=1265.3E C 1 PAD=1 68.0^. 72. � � ff // / � �^�� 1 _ - - - '` ' _ ^ TR. 31 20- 0 PAD=12 .D " 1267.6 - f�LOT 34 hp 1269.0 \ - _ i s.as 12s 2 .67 rcjEc ?6,sa 2 >p• !// Bq 2'� / ��j �,�/ q/ (�/ \1\ ( --- GRAPHIC SCALE ss 1265.8E rc 1277.so Tw l •/ / f / Q .° FS F5/BVC r3T c� ?sGF _ .`�'r�"� 1268.0 F 7 /r l / :'Ep �� i i w ' �nr l .• O 1BEE_. _. 9 SIM 8-EET 9A � IN FEET) A -b 6 V f 130/19 1 inch= 40 Pt. REVISIONS: PREPARP UNDER SUPERVISION OF: SCALE: WILSON MIKAMI CITY OF LAKE ELSINORE ENGINEERING GEOLOGIST' SOILS ENGINEER: OWNER QaolEssl 2C/ M R 33SOILWORKS, INC. G3SOILWORKS, INC. McMILUN SUMMERLY, LLC \ w T SCOTT M.'MLSON DATE W CORPORATION MASS GRADING PLAN (FOR LOTS 35, 37 &38) o\ t o SHEET 7A RCE N0.49884 EXP. 9-30-18 DATE: 9 CORPORATE PARK T:949-679-0090 350 FISCHER AVENUE 350 FlSCHER AVENUE 4343 VON KARMA" AVENUE, CITY OF LAKE ELSINORE y No.49884 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE SUITE 100 F: 949-679-0091 OF 18 y COSTA MESA, CA 9262E COSTA MESA, CA 9262E SUITE 350 130 SOUTH MAIN STREET IRVNE CA 92606 TR. 31920-1 DDA PHASES E AND G NEWPORT BEACH, CA 92660 ADDED IN-TRACT LOT&STREET ROUGH GRADING 4-12 18 aiaa7ie f APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND `.°. BENCH ARK: SUMMERLY DEVELOPMENT FILE NO. PH: 714-668-5600 PH: 714-668-5600 LAKE ELSINORE, CA 92530 MARK DESCRIPTION 8Y APPR. DATE ✓y, nvt \P STATE AWS,A D A ERMIT CAN BE ISSUED. ��{{ 7 RVERSIDE BENCHMARK N0.BM E-3-70.ELEV.1279.829, BRASS DISC IN CONCRETE POST 72'NORTH OF " www.g3soilworks.com www.g3soilworks.com T(949) 955-0984 T(951) 674-3124 'F OF CALAF DATE: 112'1� INTERSECTION OF CORYDON STREET AND MISSION TRAIL. 27'EAST OF THE CENTERLINE OF MISSION TRAIL. DESIGNED BY: WMC DRAWN BY: WMC BASIS OF BEARING: �` w.i Q n. F(949) 955-9429 F(951) 674-8761 BRAD FAGRELL,RCE 20, CITY ENGINEER EXP.6-30-19 CENTERLINE OF CEREAL STREET,BEING N52'52'48W,BETWEEN MONUMENTS 3 AND 4,BEING THE CENTERLINE I v CHECKED BY: S.WILSON PROJECT MANAGER:S.WILSON CITY OF LAKE ELSINORE INTERSECTIONS OF CEREAL STREET AND STONEMAN STREET AND CEREAL STREET AND CORYDON STREET. SHEETO SEE SHEET 7 I `^- \ 1245 o `tip + I FUTURE STREET 1 o FUTURE 1R4C I ti / h �0 FUTURE TRACT `� L�f ---- --- --- --- \ I BOUNDARY 1 � 1247.-- I+ - --_124`-_ =- I I I I FUTURE TR CT 31920-23 �i i III I I 7R, 3192 -1 LD '26 N I 77M 'A 26 ' 169. + ti 1 h 1267E II ,`i R. 31 920 ,t L I�I I ' "� I I P -TT-* O . ,TOR M DRAIN PER 66 --�"�CE L I I I I I I I D &G SHT. 4 1 O'OF 36 RI�ER + ti� I�I"' ` I11 I I PROPOSED 12s16 a IN I A 1266: - ,� g' , SEDIMENTATION, 3 6 257.O INV IH II 10X I *L �� LEGEND N 5 24°3 X II I -1 + tid+ ^ 30 LOT NUMBER BASIN�p8 I =0.050 1255.9 �`+ PAD= PAD ELEVATION 11 11 OX 6 to I TC TOP OF CURB 244--"- I �I� _ �, m �ti + ^ BCR BEGIN CURB RETURN 1 4, k�. N 1 II' �- I 4� INV I I I I - + _ ^^ ECR END CURB RETURN +,Z) k� �>1 + - 24 NOTE NILPROP. STO M DRAIN P I — - _, 7----r-- T III �_� � � / 4h 1 I SEPARATE IMP. PLANS SEE SECTION C-C ON SHEET 2 i -- T , -- - -{I---III rG 6 r ss i�': — _- --- - .ai N4 C NSTR N NOTES ------ — _ _ — 78 �_—_ —i I III I ry —_— - �— ---''"�— y y�---�-� � �- 6 E ISiING 24" PVC DRAIN PIPE. 1265E I ��_,_- 1 y4o J - _may _�----�- -__--- � - I T 5 f ' \ CONSTRUC SEDIMENT BASIN PER DETAIL '0' AND TABLE SHOWN ON SHEEP 3. INSTALL 24" CP & BEDDING PER RCFC&WCD STD. NO. M815. \CONSTRUCT 3 " CSP�RISER PER CASQA SE-2 AND DETAIL 'P' ON SHEET 3. E OVE EXISTIN RAP WITHIN GRADING LIMITS. 66 9 MOVE EXISTING 6" CSP RISER. / -- -— — EXISTING LL AND RESTRICTED PLATE 10 MOVE H DWA V a0 -.I 1265.8 11268.8 + LIMITS OF E/G GRADING �9ti �o l �. a y5 AND ACT BOUNDARY �� A V A V `ti <- 12as.o r � � � �ti �FU77JRE TRACT` i FUTURE TRACT � ry69 BOUNDARY �ti T E Lr 7 EG \ `FU E �. PROP. STORM DRAG PP&P �BOUNDARY ti \F�9.0 A �I SEPARATE IMP. PLANS �� -IN LOT WAY" `� I 1 4 1 I I df FG69.0 ti i 6 �+� —y / FG 8.0 1• 235— ,y I FG — - 114 S'>�� OF E GRADING 2:1 126 1 ---------- �-TQ ------- 6-T IX. 2:1 ---- --------= ----- -- --------- � 0 � ---� 4N ECT IN CE 125 2:1 � 2:1 1 _ ------- 1249 GB 25 LIMITS OF E/G GRADING x _ PROP. IDRA�DEAIN�E2 125 5 GRADING — 1245 SEPARATE IMPPCANS-- - - - -- -cv T., - --�j ---------- -12.50—,0.n ^� i SEE BEET I SEE SHEET 12 GRAPHIC SCALE w o w ao 't' ( IN FEET I MVV a 3IZ6 -/1 1 inch= 40 It. ENGINEERING GEOLOGIST: SOILS ENGINEER: OWNER: REVISIONS: PREPARP UNDER 8 PERVISION OF: SCALE: WILSON MIKAMI CITY OF LAKE ELSINORE G3SOILWORKS, INC. 33SOILWORKS, INC. McMILLIN SUMMERLY, LLC titi�ws►i� SC01T- CORPORATION SHEET 8(FOR LOTS 35, 37 & 38) w 9 CORPORATE PARK T: 949-679-0090 MASS GRADING PLAN g 350 FISCHER AVENUE 350 FISCHER AVENUE 4343 VON KARMAN AVENUE, o RCE NO.PLANS H EXP. 9-30-18 DATE: CITY OF LAKE ELSINORE :� E 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 MATH THE RV E,'CA 92606 TR. M20-1 DDA PHASES E AND G o * e.a s/aoA[e * APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND E.� PH; 714-668-5600 PH: 714-668-5600 NEWPORT BEACH, CA 92660 LAKE ELSINORE, CA 92530 STATE LAWS, D A PERMIT CAN BE ISSUED. BENCHMARK: BENCHMARK SUMMERLY DEVELOPMEIY I FILE N0.MARK DESCRIPTION BY APPR. DATE ✓j9 'c[va mod. RNERSECI OFCR NO.BM E-3-70.MISSION TRAIL 29. 'BRNSSEAST DISC IN CONCRETE POST IS NORTH OF www.g3soilworks.com www.g3soilworks.com T(949) 955-0984 T(951) 674-3124 of CAUE DATE: 3.30-1$ NTFRSECI ON OF CORfDON STREET AND MISS ON TRNL 27'FAST OF THE CEN ERLINE OF MISSION TRAIL 6 �y F(949) 955-9429 F(951) 674-8761 DESIGNED BY: WMC DRAWN BY: WMC BRAD FAGRELL,RCE#43 0, CITY ENGINEER EXP.6-30-19 CENTERLINE OF CEREAL STREET,BEING N52.5248'W,BETWEEN MONUMENTS 3 AND 4.BEING THE CENIERUNE 7 •fl(0,4 CHECKED BY: S.iEON PROJECT MANAGER:S.WILSON INTERSECTIONS OF CEREAL STREET AND STONEMAN STREET AND CEREAL STREET AND CORYDON STREET. _ 1 I_ s - 1• y fi IIIII L I• ��- - ■ - � .�s d� NEW � s Ar I _ • ' I/ •e 1 _; 'i yJ1415 a .,I_ ��E� !'� .�/i -- _ -- - woi .,, •• �� e 1�>) 'l 11 f� •I 11 _ I �• ��,• 11 !� ��L\. --"/�'. III ,i�►.I � �I II it �,�I'- - - � ►�. �y;��% _ � •• �� -, �_ �� - -_ �IIIIiII ►.: • ' �,�11�� I •lll _ 111 - - _ _ - . 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SEE SHEET 7 FUTURE TRACT 31920-2Q' ;'7 `r ! r� / ll ; f j/, �� / i T� Jf�� _-- - � { / J T26i.e _ 11z TR: 31 920 9 LOT 72s9.2 I ' - ----- - \� 11 1 M PARCEL 2 W O l I I267.6 267.0 12,8 TR CT'319 O-19 1r EXISTING 108 RCP ` TRACT Y DRAIN I yf! DANZIGHT�wE\ r BouNDA 'f i I �/ .i \ k I I I` !/// ��r j l / l! �:�`.,.,. ~�",�,. ".q� "".,` '_'/ 1J / ��\ r --•".,-...-.- _ .......—.. , 4 - 1 „ 1 I 12fia \\ 1 I J i,' /j' t !/ � ``�`•�-•� ' �rf \�`�"^�� ----- / /.r" 1 i ! J `% / r/-`� �� '�•"�. \'\. --'`' � `` � rlil I `26&.i" 261.1 ;z.;6 a./ / - -f�-Y• r /,r� {261J i / / !%/ ' ``\`\.: � `1 ;�C�. \ elf; _ , ff` ��'f A i GHTf'IN r�l J� �\ \ 4\ i r !/j 1+ %'f zsa.7 i ` ! l f CONSTRUC ION NOTES r'- �m /rrf! EXISTING r f ! SEDIMENTA710N /r ; LIMITS OF i. ! i / E/G GRADING l i 1 1- �.�2EMOVE EXISTIN 24" PVC DRAIN PIPE. BASIN M5 f jr J r 3 CONSTRUCT SEDI NT BASIN PER DETAIL '0' AND TABLE SHOWN ON SHEET 3. INSTALL 18" RCP BEDDING P RCFC&WCD STD. N0. M815. FUTURE TRACT 31920-2q;/r rR. 3 1 920 r ] LOT 23 !!f! / / j CONSTRUCT 36" CS R PER CASOA SE-2 AND DETAIL 'P' ON SHEET 3. � , 8 EMOVE EXISTING IP-RAP WITHIN GRADING LIMITS. 1 ff i j 5 t 1264.0 TOP OF 3C'RISER I TTM PAfCEL 23 !'% / TRACT 0-18, r/ff (!( 12692. 19 CO RUCT NCR COLLAR PER RCFC & WCD STD. NO. M803. �r ! 1259.1 IN 3 6 !,{! I i� °27°.3 TRA 31920-1 \�% NOTE o/ '•�,y� tr. r f ,` ; �� / / % / 1269.6 '�.,,�.;•� J` �f, 1 I It' _ , i / // :26RO SEE SECTION D-D ON SHEET 2 z' i t i _PBOQQSEQ-STDRM'DRAIN J I PER'YjDA-F PLAN SHT. d FUTURE STREET V /� T ;27a2 V II I II { i i / \ f; ill I2 . �� LEGEND 1� Al 30 LOT NUMBER _—...... _._�.�..... .__ ._ / / PAD= PAD ELEVATION \y�,�:,. � I +I ' �`,•` i .r'l / I J! 1 _.... ,.. �,.,.-✓ j v J I! �� 16_BRIITBUS TC TOP OF CURB H I� _ice f- , OCR BEGIN CURB RETURN - '" f \ f' --F I-- ECR END CURB RETURN r LI �'` EXIST. 108" RCP PER ti -—-- DDA PHASE F STORM j 1271.5 ------ - —- , DRAIN PANS LIMITS OF E/G GRADING 12 , r TRACT 31920-18 4. / 270..5 1269.7 PROJECT FENCE s� -- — -- _ re TRAC OUNDARY % .—2� --- -—_._ __1770 --— —-- A. _ .—.. _ f / r 6 i2o +ass EX 2:1 SLOPE . LIMITS OF EfG-GRADING j ---126— _—..... _ cr _ —..._.. u" — - - SEE SHEET 12 SEE S$'(13 GRAPHIC SCALE s ay 3/26//dET c ix 40> 1 1n= ao a. ENGINEERING GEOLOGIST SOILS ENGINEER: OWNER REVISIONS: PREFAB UNDER SUP RVISION OF: SCALE: W►LSON MIKAMI CITY OF LAKE ELSINORE G3SOILWORKS, INC. G3SOILWORKS, NC. McMILUN SUMMERLY, LLC �ws►1 score M.1MLsoN C O R PO RATI O N y 350 FlSCHER AVENUE 350 FlSCHER AVENUE 4343 VON KARMAN AVENUE, (FOR LOTS 35, 37&38) o o RCE NO.49884 EXP. 9-30-18 DATE: 9 CORPORATE PARK T: 949-679-0090 MASS GRADING PLAN SHEET 9 CITY OF LAKE ELSINORE 4� y COSTA MESA, CA 92626 COSTA MESA, CA 92626 SUITE 350 130 SOUTH MAIN STREET No.49B84:` THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE MATH THE SUITE 100 F: 949-679-0091 IF 1/ I,wTe >f APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND IRVINE,CA 92606 TR. M20-1 DDA PHASES E AND G PH: 714-668-5600 PH: 714-668-5600 NEWPORT BEACH, CA 92660 LAKE ELSINORE, CA 92530 c.R BENCHMARK: SUMMERLY DEVELOPMENT FILE N0. MARK DESCRIPTION BY APPR. DATE J} crvM� \P STATE LAWT O A PERMIT CAN L ISSUED. BENCH BENCHMARK NO.BM E-3-70,ELEV.1279.829. BRASS 05C IN CONCRETE POSH 72'NORTN OF Y _ www.g3soilworks.com www.g3soilworks.com T(949) 955-0984 T(951)674-3124 9 E�' INTERSECTION OF CORYDON STREET AND MISSION TRAIL 27'EAST OF THE CEMERLINE OF MISSION TRAIL DESIGNED BY: wMC DRAWN BY: WMC �T CAS DATE: 3'3O^I$ BASIS OF BEARING F(949) 955-9429 F(951) 674-8761 BRAD FAGRELL RCE 2O, CITY ENGINEER EXP.6-30-19 CEN ER NE OF CEREAL S REE,BEING NSY52 48 W,BETWEEN MONUMENTS 3 AND 4,BE NG HE CEN ER 1NE \� CHECKED BY: 5.WILSON PROJECT MANAGER:S.WILSCN INTERSECTIONS OF CEREAL STREET AND STONEMAN STREET AND CEREAL STREET AfI1 CORYDON STREET. am*EET TR. 20- 0 ^V I ! 7A /1 V / /h'o v n� 1267.E ` ^ PAO=12$1.o / / /// / !! LOT 34 /�/ ^�h ` � 1269.0 ---- - 1 V/ K'� �\ / I �^ ----- 1267.4 117760 Q 3 N QJ i 1267.E 1267.8 / TC '867 y / N ' •' / / /! N / 6° 1267.0 / / 1 8 �Q� / w 26s.TR C�8M 0-I�J' EXISTING 108' R P � ��''I / STORM DRAIN ' t, '\ Oi _ l ®� ! Ss 7 /, ! z_ ' �pARKrV TRACT BoUN i ��.fig, FS 18 6, / �3y, M �� ` ^ ;' lul I268.0 ,�. . 46 00 l/�l�' / T g° ♦ e 0 `\` / PAD=1269.1 7. _£Z _ ZZ h l//�' 8J P 12679' // / , ♦ o TC \ i Q- /•\ „T� 1 �9 726363+`� - -_ - _ - - �'/ `� 126350 126368�+ 1264.90 \\ /1pAD= 3pi Bg T F/G`�,Q^ y / T 7.30% l; Iwo• 47 45 44 --- -- /I/ o // / P 1 5• b, / '?es qb l! / $i T ESA / oy PAD=1269.8 I P 1269.1n 43 94 PAD_1268.8 PAO-126.3w$ /l \\ Al CIF �� / \\ 1g" I 42 G •� 1 12672,0 / / / ^ �� l 5.72' 1268.2 I 1�] � PA�1268. 1 1268.7 //J6 / ?g• ,/ / �1A ♦` .7 ?6g `` -.15,- l -35-t' -'q 2C q FG GB / 1 �h7 72�3 � ; � 61 i� PA�HZB9.5 1 /( 1268.7 7C6R •7 '«�l l s l 7 12 it B9 7z \\ .2$ � r 7 �"lU Tr - T 67.9 1267.65 TC C,�,�lti � ' '' \qs T? � � ��//ii I(y� i• X Y ^.�' ,'�1266.89 �' PAD 126. � 7 ' 18 /� / l •'O S0. �6y �\ 51 1 7. 1267.55 1267.23 C k 1168.1 I �1 � l I 12 s.12 Fs s57o / •s3 7 � c4/ ° 7gsoo•� � , 1269s g � �� _ _ rc 71s. 7 s a3 ' TC EC / •NOI� � ,� ¢� � �/ s.43�C l �sy�\ qs ss ^• 52 `'rn 50.1,0,� EC FS � \ TC � FG GB F 1 � / � \��-/� // s'd / ' �sa0•� ��\ � PAD=1269.7 .�'716869 -`�68c66= -- 2. �.�59• i 6.7 1166. 99.3' 1 / ,. P�P,>� -3g�, ,s, ,. / tizsa 1• l � � � ®cl / � 70 g6S0 ^�. 53 \ 1265.�6 1 PAfffM.I / 1I PAD=1267.3$ �V+(.7� \ 1269.7 0 A ! �� I `O °�,,'� /N 40 FG 1 I ^ B6,g T��B •fA'J / 7 $ PAD=11670 ; \ PAD`=J12'F69.7 $6 �ry'PA55T'll ^ PAD10 �2 / S=t2s75 67 s� y ��° / l Jam/ i CON TRUCTI, OTES a 6y. PAD=1267.8 S / 56 $QQ '� a PAI7 68.7 / PAD=12678 / 1268.7 ` P t .t ��> ? /� •s, / .9 a ' ° ems•1 / 1 REM VE EXISTING 18" OR 2r PVC DRAIN PIPE. PAD=1 / / Q / 38 / Q 1268. 7 CON UCT STREET UNDERCUT PER STREET SECTIONS ON SHEET 18 PAB-12675 / 8 REM O EXISTING RIP-RAP WITHIN GRADING LIMITS. PAD=5t2678 LIMITS OF E�G GRADING / l Q ortaN I_ 7 / 2677� 73 < , / / a: / �9 / / 9 REMOVE XISTING - SP RISER. Al / FAD-- � w ��a. 'pe6,ej ^ Ry. ) '�S'• /• PA�98�.6 / / ^, \ / P 65 9 ?sg, g® �° ! 7 ! 33 CONSTRUC RB DRAIN PER CITY OF LAKE ELSINORE STD. NO. 303 PAD= 67.D� 58 ,$�, P 1267E TRACT 0- 75 7'� � , I •yam$ PAD=1267.8 ,\�'� Rr ) � / 7269.2 PAD=12875 l?eS• �b' �`�. / I �i �•!" ? J ! 675 36 pAllkl®M3 TRA 31920- 1 PER DDA 268.3 qs ''a73yo67. ^ 46 64 h 59 PAD=12678 PAD=12678 P•1D=12677 269.E NOTE 7 '� I \ ! 220' 74.32' l �� $ \! // 1269.0 SEE SECTION D-D ON SHEEP 2 o , PAD-1 _ p I. I ?67 a a° , 35 v I v p IN 137f �� : l� �' l PAD=1267.8 / PA1l�ld70.9 / / / FOR TYPICAL STORM DRAIN LOT SECTION i PAD- 0 �� N � �' �W �' 63 ,� 60 � � � / SEE SHEEP 18 PAD--12673 - � � N �' �7 ��1 � �I 77.5• I 7s.IB` �' ,� " �® i � � -- 77ss_ 1 / // y I w 1 " 74.13' n ^ -- ( 1 1270.2 �1 i � 76.45' � I , I T 1 v p PAD=1267.2 8 c 80 0 79 h 78 h `� '� I.I °' $ I i 34 1 \ 1289.5 / \�.{ Tw PAD=t267.3 PAD 1267E I� PAD-126 � a �62 g_N 61 °�� I END N =11671 LEG 1 \ 1266.53 TF I 16• 7263.20 TW a ^pqp= ^ n PAD=12673 o \ 1266. P iZ6Z4ti Tt 1 7.3 �' ,o'' I 73.60' t p/Wo�.8 / S -- --- -- 30 LOT NUMBER PAD= PAD TC TOP OF CURB ^ 16 BRITMUSH 17 �i� ! BCR BEGIN CURB RETURN GB\ 67 265.90 C ECR 6.30 ECR END CURB RETURN 1 C E R 1 .51 i. % �� 1266.95 �12�66.8E TCC 1266.70 PA�i1 .1 I \ 1 FS TC �2 266. 166.431266.5E 1266.22 11697 1266.19 - TC 15 HP FS BVC r 66.101 6. --'18a0= - .78=- - =- - -- -- - -_ IMP.P pl&.72B.S -- ---- -- C Eli 1266.97 1266.85 1266.21 P.STORM IN I / TC T 1266.67 � FS EC t '•! PE CT 3 20 20 � 1266.30 S.Tq, I f00'VC PI=1266. 0 CL f00' PPP��2 0� � ' -�39A9'� 12673 23 1 1271.1 12067E 22 g .o % I N N 24 s 25 g 26 27 28 29 30 ' o FG GB LIMITS OF E G GRADING 27D.7 270 3 TRACT 31920-18 �a ( PAD=1267.8n PAD=1267.8 PAD=1267.4 o m P Z3 -12614 V PAD=12 ,I' PAD=12679,N^' PAD=1268.2 pv^' PAD=1268.2 PAD=1268.0 N ^ti I / 1270.'_ 1269.7 Jc try 1 PRO I STOR D 1 R - 1 �/ i FAD=1267.5 �r I PROJECT FENCE I ll 132, S PARA IM. S (� 2 7 i 1 TRACT BOUNDARY 26 o R - ----- -- ----- A i UNDE T 0 SL E. 126' EX. 2:1 SLOPE ! 77 " ! 1 ' ' �� , o --�-,27F---------------- -------------- 2s LIMITS OF E G GRADING I ' - d. 8 ROUNDED TOP OF SLOPE 1265 S�HEET A A, SEE SHEEr ig GRAPHIC SCALE = a t IN�17 1 4 1 1neTi o xr. REVISIONS: PREPARFD UNDER SUPERVISION OF: SCALE: WILSON M►KAMI CITY OF LAKE ELSINORE ENCVNEERING GEOLOGIST: SOILS ENGINEER' OWNER: pgOfLS510yP G3SOILWORKS, INC. G3SOILWORKS, INC. McMIWN SUMMERLY, LLC (FOR LOTS 35, 37&38) o\�r�/! SCOTT M.MESON DATE W CORPORATION MASS GRADING PLAN SHEET 9A 350 FlSCHER AVENUE 350 FlSCHER AVENUE 4343 VON KARMAN AVENUE, CITY OF LAKE ELSINORE '` o RCE NO.49884 EXP. 9-30-18 DATE: 9 CORPORATE PARK T. 949-679-0090 y No.49884 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE PATH THE SUITE 100 F: 949-679-0091 OF tp y COSTA MESA, CA 9262E COSTA MESA, CA 9262E SUITE 350 130 SOUTH MAIN STREET IRVINE,CA 9260E TR.31920-1 DDA PHASES€ APB G PH: 714-668-5600 PH: 714-666-5600 NEWPORT BEACH, GA 9266D 1 ADDED IN-TRACT LOT&STREET ROUGH GRADING R�(2,•( s/3oAe APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND y DEVELOPMENT LAKE ELSINORE, CA 92530 NARK DESCRIPTION OY APPR. DATE }9 crva \P STATE LAWS,AND A P MIT CAN BE ISSUED. ODE BENCHMARK NO.BM E-3-70.ELEV.1279.829. BRASS DISC IN CONCRETE POST 72'NORTH OF SUMMERL 1 DE ELO WIEN FILE NO. www.g3soilworks.com www.g3solworks.com T(949)955-0984 T(951) 674-3124 CAS\E DATE: -12-t INIERlElTlD OF CORIDON STREET AND MISSION TRAA. 27'FAST of 1IE WITERUNE aF I�sroN IRAL DESIGNED BY: VEAC DRAWN BY: WMC BASS OF BEARING: •, F(949) 955-9429 F(951) 674-8761 CHECKED BY: S.WILSON PROJECT MANAGER:S.WILSON BRA AGREL4 RCE/ 20, CITY ENGINEER EXP.R6-30-19 0 �NS OF �T1�Nsz�N10imWST�DMCEREAL STREET AND CORYDON Snun 1�• n \�\\ ` \ '•i\��\\''� '`t\..,j 1... /'-'\ ~'`�*":`.�''','"Y' `--��h' S`' t\l`'Y`z• �` --J`/�`^'S ---';k" _:Ta�'�✓a`rry» "`��'/ /1'' v';`',{� _ _ -- - ..,_ �ti-'^'' 1\ r \\� �� `\ l \ �?�\,\•.`,:, \ � :��'( s : � �` 1 � � � �\„� ��=:�-y= _ �.;�,.��- —�-"�' = -c �Z. xz' _ LOT 30 —�. �'� 2 , � �� '>� `\ �, + \\ T \ 1 � SLOPE % 3 :1 123 \ ) •, ti �\ \ l l � \ \ 4. \ C �F:7.., �r' ,�� `'•; \ �T-_" +r' 122 1 GRADE \ '.:'' \'� � \I ` 1 , \ �'+t-�ff-- 3:1 / ADJUST IX.WELL TO IN PE `er, \\ \.. �J \ i ....__. 21 " 22 „i' 1220 GB - „i'" \\.4T \\ �'. ,,� s.� 4.1 205 4:1 1220 ESP I� \ 1220 •\� y�_;..\\. "�F � � I �� --...._ ,i'� $ \ \ is\•"�- \( �. \ \ 4 g `6 CZ \ \ 5 R/W \�' i D.e BORROW SITE NO. 1 \ f \ E% l "�� ' a LOT 37 \\ i ,� , � .' 'L �. i0t35 \ ``\ twl1 t s 4:1 9 T' \\ a`\ •'` \\\\ \\\ t\ \\ w ti k� tit .` �.�df�T+r—-s.— rr/il 1 j`+ �t�� j j)1. 4( \ \ f \ �' � t el": i � •\\ :•� � � I \ 1 / r \ 1r , _ I 4:1 - \Gmt l \ \ 721 121 4:1 4:1 4r Si •J \l \ \ i`•"\ (\ 12/ 4:1 ,1�11'll�l� I t��irF "V r. \ 121 + III (l! I� l �i I'�t1�\ r 11� z 4 > \ n 1 Y1 ADJUST EX. WELL TO GRADE \ N AND PROTF,GT I TN r 1111 II MIRRIMMINNOIII Jli� � VMWLJ 722 _ f,.--ff--,',- - z��t��-�+-�r+'�-'� j 11+1i1�1i�I LOT � is r �` •'````�' 't' '"� "„�?`�" - ., u 7--� _`..._123c .--- ...... E.= r . OF F/G GRADINGrc', tNG R LINE .__._.235-- .—....._..._. ..........._ _�- z3s'r \ . �- - IX.3:1 SLOPE.... _v .3:1 SLOPE . _. - ._ .. ... —.. -- —.------ ', � -- �`•'y `` r"' `\\ \ s r +,':��\�� `a��/\�'¢•S'.l..„i,'�b"'h \\\ �\.,, T-y°d..a `.....�_•, RIS/O 1N_.LINE UNE ' IXS TW'G CEREAL STRET 6BE VACATED RNTW1Y — ._12E5_ FTURE CEREALCNR(12K� 38 HALF WDTH�p TRACT SR � EX L w_1/� _ -__ _-1--:• ._.IX 1�.N9�"rJ'"`��.- �� C� IN"PIXCE.��'" .�.... _�.. ... :.-__ ..-__._.-.-_.... CERFA✓=-ST:...� - 7..._- .- ...........-- __ r` I�,,� ..__.._._ ..� �-1G.WATERLMIE'�%'y� /,r': >z'%�% "- "• I EXISTING Rh,��,,� � f._ EX...i6'WATERUNE -,_r�Y-� -` .F�X!$ilEIG R/W UNE N;ti. � S /-.(v _ --'""" :'` ,� � /mac .•l _ _ '� _. 4 CONSTRUCTION NOTES o-REMOVE D(ISTING 36'CSP RISER. \ GRAPHIC SCALE w o oo �/-�t� /A� q ( IN FEET) WV 'J 1 inch= 50 ft. ENGINEERING GEOLOGIST SOILS ENGINEER OWNER REVISIONS: PREPAa D UNDER UPERVISION OF: SCALE: WILSON MIKAMI CITY OF LAKE ELSINORE eaoF ss/ G3SOILWORKS, INC. G3SOILWORKS, INC. McMII-UN SUMMERLY, LLC (FOR LOTS 35, 37&38) �e°��k SCOTT M.WILSON / DATES C O R PO RATI O N o f RICE NO.49884 EXP. 9-30-18 DATE: MASS GRADING PLAN SHEET 10 g 350 FlSCHER AVENUE 350 FlSCHER AVENUE 4343 VON KARMAN AVENUE, CITY OF LAKE ELSINORE o 9 CORPORATE PARK T: 949-s79-0090 g 00 COSTA MESA, CA 92626 COSTA MESA, CA 92626 SUITE 350 130 SOUTH MAIN STREET No.49�4 s THESE PLANS HAVE BEEN REVIEWED FOR COMPUANCE WITH THE RNNESUITE�CA 92606 F: 949-679-0091 31920-1 DDA PHASES E AND G OF 17 PH: 714-668-5600 PH: 714-668-5600 NEWPORT BEACH, CA 92660 LAKE ELSINORE, CA 92530 e.,,,noi,a * APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND BENCHMARK: MARK DESCRIPTION BY A". DAIS f c,�,M �P STATE WS, A P IT CAN BE ISSUED. RIVERSIDE BENCHMARK N0.BM E-3-70.ELEV.1279.829. BRASS DISC IN CONCRETE POST 7V NORTH OF Y SUMMERLY DEVELOPMENT FlLE NO. www.g3soilworks.com www.g3soilworks.com T(949) 955-0984 T(951)674-3724 9�F F 8 INTERSECTION OF CORNON 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 OT CA\ DATE: 3"3�"� BASIS OF BEARING: /_�1y ( ) ( ) CHECKED BY: S.WILSON PROJECT MANAGER:S.WILSON BRAD FAGRELL,RCE/43 CITY ENLAKE GINEER EXP.6-30-19 CENTERLINE SECTIONS CEREAL STREET AND STONEMAANwSTRE NAND CEREAL STREET STREET. \�•— y T <.\\ �� l \ ��,,� � � � - �,}' _'�— ��',x � _��,��_% � � �._-� ,�s _ r _ __ �� ; � `\ 9 • �d. LOT 30 k -IA N) EX G GRADIN �e y _ y TO 1_1235-' �,.� �+'-�' 3:1 1220 AND PR TECT IN PLACE r { NORMAL'l 1220 ESTIMATED WATER VIO { '• \ V "-...... ...�... O SX ,/� \ � � \� v, t RAW0.57 1 II BORROW SITE N0:,1 l LOT 37 \ \ 1 i F }r r v v k i I l \ g9 _ e Q dt A ra.a-- y 7 UMt1�OF E/G DING � z�- a of VA �a `� ,\ •\\,�-i- I �1\�`v v\\ � ``� -� -a:-1 -------------- -- ----1-zf------------ --- ----------- ------------4:- --- . 4:1 ,\ y J /A ST EX WELL TO GRADE 4:1 3:1 I I �IiI I II Jim jk� ,I it _ _T ;� 4:1 /,�AND PRO 1 .. z2 ,III�fI�1.IlI�I�H Wb k I 1 :<�._ a r , \ 'mac -✓ r `4, Y \ `' 3:�1 3:1 ��IIf III r �.`~ C4"�.... .. I \ t _ t III I 1 �1 � I 7 ^✓-.., k a� )"Y .._._..._,...._____--123tr— ..._ _ ._.._�_� —_—........ ....._ _.-. '),. i � 1 \ 1 `UMI> OF E/G GRADING r III l a EXISTING R LINE t23•;. ....�...... _._—..__ ....___� .. j "�'"`\.. ,. J „� . —. �..._ / t / . f. W EX 3:1 SLOPE FUTURE R LINE `EXISTING CEREAL STREET _ f _._.... - -.._..._.. .. .. .....-..------ . _ . ...... BE VACATED ..-- ` _. ..__... w_.-._._... ..........._.. __-� 5_�.. ......_._- . _.......... - ...._ . .-._...... --r _— .. - ,f -..�...r 5�. •� �.. , ` �: ;. ,- ...'.." ._..-,....._..— ,,.-.-.� ._....-.._....._... (' 7tlt fX. ETr150NOWDUU(12Ku) �.}. FUTURE CEREAL SIRE _ S3 I ,-.. _. -_ "". "-�p- ... -� ~-'�`5., "� ti�� TRACT BOUNDARY t _ 38'HALF WIDTH LROS ----- - ------- - - r I n �,E9T. 16' ,..,-• ...,.µ..'FRO IN'-PUCE-'�`Ib?�- ., _.- .- ..: ..,-.� _ "_: _......__ ,_ .... CEREAL-ST.-. -,L ..._ ...._ _. _ ....._-'-`-- ...... . ..... ..... .... ....:::._ _._... _ _--— f C�Yt ., l:` .. r ...._rY -•" ..- LINE -r- ....�_: 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 s0 0 xs 2o0 s ( IN FEET) �JT,AtS ev T�J4 �/a, 1 inch= 50 It. Ef1GGEOLOGIST SOILS ENGINEER OWNER REVISIONS: PREPAR UNDER SUPERVISION OF: SCALE: WILSON MIKAMI CITY OF LAKE ELSINORE o YpOFESSIgtty �i•Z -sib G3SOILWORKS, INC. 133SOILWORKS, INC. McMILUN SUMMERLY, LLC (FOR LOTS 35, 37& 38) IN It" � SCOTT M.WILSON DATE CORPORATION MASS GRADING PLAN SHEET 10A y 350 FlSCHER AVENUE 350 FlSCHER AVENUE 4343 VON KARMAN AVENUE, o RCE No.49aB4 EXP. 9-30-16 DATE: 9 CORPORATE PARK T., 949-679-0090 CITY OF LAKE ELSINORE SUITE 100 F: 949-679-0091 p N•.498M THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE IRVINE CA 92606 TR. 31920-1 DDA PHASES E AND G OF 18 y COSTA MESA, CA 92626 COSTA MESA, CA 92626 SUITE 350 130 SOUTH MAIN STREET APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND NEWPORT BEACH, CA 92660 1 .UPDATED BORROW SITE GRADING 12-IS * E on0.�e * BENCHMARK: PH: 714-668-5600 PH: 714-668-5600 LAKE ELSINORE, CA 92530 MARK DESCRIPIM BY APPR. DATE f9 �,, \r IT A LAws, D A RMIT CAN E ISSUED. RIVERSIDE BENCHMARK NO.BM E-3-70.ELEV.1279.829. BRASS DISC IN CONCRETE POST 72'NORTH OF SUMMERLY DEVELOPMENT FILE NO. www.g3soilworks.com www.g3soilworks.com T(949) 955-0984 T(951)674-3124 ? OF EAU\off DATE: _12_ BITERSEcn11 of IORmoN s1REET Ara MOO TRAIL 2Y EAST OF THE CENTERIJNE OF M5510N TRAIL DESIGNED BY: WMC DRAWN BY: WMC BASIS BEARING: F(949) 955-9429 F(951) 674-8761 CHECKED BY: S.WILSON PROJECT MANAGER:S.WILSON BRAD FAGRELL,RCE#4 20, CITY ENGINEER EXP.6-30-19 NTEERSSECCTIONSF OFE CERES STREETBNONSTONEMAN STREET ANDMC NFU H�A D,D�TNESmCEEN�m LINE l�•O�A n ,._' ..q. ` '? \.,�,, 'r��.'_"- \��,,. I t kc, ! �%.t` ,'•n, .--._-_.-._r".....-^^�.'.=_._/i-,--l- _.-_.!..-..�'..4.�-"'%r-s' 'y�1 +�' ',�.t"�. \ 1 ,--,-\ Y �\ �-,� t�; tl,t 'a;l iy';tjj.j',; t t y.,}7,�\ r -_--_..._ - �_.-.-��. t� \"�,<.,2. \: l i I,'\1,` �, ___. r 1 % �.--'' I ,i, ' ``•`_ _ �-- _...__ _ 'S� , �.. �t /l `l -1 _.r'' _ � ra a r ,jpS��i i \\ �•�,,,�'`p+-�� J% x� ,,rJ.�_ -F .•;b;'=:;..�:-> a....x ----i`-.-�`" - h'-'' /- 1 - ,`� ,i,..-..:,, �//r%�� CRY- �\ 07?. ;G. \.•t1. \, 7y�' ny, <I- �( _`s� �".``�..._.i'a-'�)Y�i r`{'�-\(j l�S,`':Jl/ \1'1�.'% .f i _-.,"�i`�--, + 5° � _.1 \\ w� -'lAl,•`,Y C;t1\�`\ � , �, I✓1 �; f^r 1.>;V. ,��-.h-.�, _.l' 1,�,�...��/`/ Y _ ,...__,�� a"\� /, ., �,. !� "y^,I` /J' { I; ,, ;��\ \\, Y r r„ '•""�.,� h�i AIN OT 4, LOT AYa s' 1 ` r � \ -�__� ...:\ _ .,.__ 122` �- �. _.: - :-^r `,�_1:. X" x�, I i•i �;tt\l it n\�i;-- -_ - - --_--yL ---- -,- - - - - _-__-- c. . .r,. \\ ` �'..,�1 \•e\ 4:1 --�'"-'->« 1 IX 31 Su ,OE E GRADING �:----�- - _. i 1220 CB 3' °'----,•r- .2 -....�__ 126 2:1 �•1,RF= i7-,_i ABVLI$T DL WL1L'-TQ GRADE S., •`�. 2 c _,.,>726 \� 1 121 gB \:"�..,. AND'PROT'FCT IN r2 \ T249-. Y 2:7 .:. 12 2:1 121 _ i -GB 14 _ t� :�.�..�~' ICE'�3,.. ` __-` .-�...... -- - - -- - -- _249 GB'-123 4:1 1 _ -. .at \ \ . -;zas - -. .. .. \ _E - } 337 � C 6RADNJG� - PARATE11pP:F 10.1 1205 CB i _ 4:1 f- 3.2R / 3.92% H w �, �. ~�`30 -.-.--...... _........5=-OF-� Df..kf SLOPE-/ •� \\ ,� 12 10:1 ro �, 3.65% 129 "� o ....- -_... _ , o- `�` 4:1 3'7 5,15 _1 IX 3'1 SLOPE. ..... _ ... 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WELL TO GRADE .. ... ... ... .. - 1.oBz I l Luul �{ I I (.% � AND PROTECT IN PUCE ``•.. - I I .1 120 101 / # '��... oar M 20 ' I + - I 10-1 211 I 120 ,r 1.p8% i Ij 1202 4.1 1210 12031204 1 G 204 ,1. ;\��vv t\� 1v, �\` a u�p 1205 GB 10:1 1205 GB `0 1215 1207 �,�4\Yl�l,�r•iF :,Utx F ?7 I7. 4:1 4:1 4� 20 1220 GB ADJUST WELL TO GRADE 1210 1210 1220 ESTIMATED NORMAL 1210 / 1t�11 � , 1215 1215 P15 AND PROTECT IN PLACE WATER CEV£Lt 4:1 -:1220 4:1 1220 GB:J�m i No MARI 4.1 ,\ _ 1220 G , GB `i� ., '^=:�- 'v -_.•-,:;,, I r ` �`'�--t><--�i�- r>-r rr /r Ile - >-r s><- le I _ /r �,5' ,,,,__- -.`` SL LIMBS OF E/G GRADING/ E/G GRADING -"- fY2-. - _......._.. ..- ............. ....... -zs,;....ESRMATED....MORMAL ......_. ....... ..........-- .._-.... _ ......`.z3o--_.._ .zaa---- ',. � "��\ `, -:-•�..,'� �, c' __ '`•-.... WATER LEVEL ...._-..... ...-----._..�.. OF E/G GRADNG _ ..._-_.IX.J. SLOPE 2sc.. _ EXISTING RJII LINE EX.3:1 SLOPE - _..._• ._..-- ..- _. ..... ............. 2ao..._._. FUTURE R LR�. ... ... ___f1JfURE EXIST CEREAL STREET _.- .... .... -12as--- .__._.__ ...-. -.-. .._ R/W TO BEE.yAGITED _ --... - - ¢5 4 1 1' -!=✓a-'+.=.._ .. E;(.SCE VAULT&BOLLARDS _.. -- -- - - - - _- - -- - _._.._._...... ..ate_- Y r __. 'F�7F 1- TRACT BOUNDARY � .. .� PROTECT_1N-PLACE(ryPJ/ - - - ..... - �.,�'",-� '�fR-�79ACE-3q�2D- FUTURE CEREAL STREET _ o ..-- vac - _ TRi(CT BOU ED150N CONDUIT(12K1� ' Nk1Q1• SCE. TAT`&" LARDS - .> UR(12AVJ' PROTECT PJ - --- - lX'- rF.__---'-`- --�--:- -- ------- „-- ------ -- - - --- ----- --- -- - -r'r--- ---- - - --- ----t ^^`tc- =-*.r�� - ..r»a.a4=._ -----� _ -' -- _-,--_._ T�ISf1N` _ -oY`�•.y- EX 16"WATERLINES �,�-...... i - _ t > t _.._.- -. EXISF�"16C.. TERLINEj o�"i_ C`�}i, t �_„�'v-�v�v\ �_-jam,_-.�1, .�. - "'r-...,_,e�_ CERFN-ST. _... - ?___.- r,7CERFAL�Sfi- __FXP$RNG R/W 11NE� _ ^'_ -' 4,-s.� _..-'�c- ..- _ -- q -`-'}� _ 3-- ---- -- -....... _ ---- -� - _-- t -- ----- -� .-._Yl ` ._.,�Y'v_- . -._..._._. ..____.__.-....._...-- --- - - _ ...._.. .._ _�x'- �a"RY-f�ti- -_ �_ :�: - - ¢- -_ - - _..-. _ ,24s-_ .... .-...- -.._ ...-.=..._,.�::'=,Gy>v'_'�r ��.✓ r-J Y..� .,) •t,1 � A .� ��"'a..,,`-`'--.._ -- - ..... .. q�.. �,-- ...... .._ `fit• I; ,.,.''---�^�_ �� - _ - tom t n y c. \ .-. _ _- 71{x r �.."''�- .�..�e r� ....,-_.. .,Ir - .mot^-J"Y-,t- �.'�-_...,.. c, `ln,l.n - i� , ...._r�.__s.-, --T� '�"`>q.,,�-,�s.,\..,\..t✓-�Y-.,.��3-t.-'� -'.... �'lt t (I f'�If i11 / r' `--� / / ;'' __. -._-_...._-'��! ,.",.,~ - ......__. ._ _ y,.,,`�� ' ,....,.:.,_ ...r`°-,,..\ � � 4,..._.._4 ,:`5'L..,`?; i^Ililu'::: I•�f<7`�:�;,, -. i / J y�.,.-^t. .. r..-.. ......+ ,.�1 r` ✓-'"'...,•' _-. .. �� =1 20__ io L T c Tor Ao 'c NOTE CONSTRUCTION NOTES s EXISTING GROUND/ \\ �I 2 1~ SEE SECTION C-C&G-G ON SHEET 2,L-L ON SHEET 11. I REMOVE EXISTING 2 r PVC DRAIN PIPE. slOpE- 1 0 EXISTING GROUND �YY _ GB f EXISTING GROUND 6 REMOVE EXISTING RIP-RAP WITHIN GRADING LIMITS. s� FUTURE 8'WALK ------L---------------- 15•BENCH --------- --------- 12 INSTALL RIP RAP PAD PER DETAIL'D'ON SHEET 3. 12' TS ELEV. NOTE CONSTRUCT SURFICAL 14 CONSTRUCT 3'V-DITCH PER DETAIL'P ON SHEET 4. \ 2% PER PLAN 15 CONSTRUCT V-DITCH INLET PER DETAIL'H'ON SHEET 4. 47 1 SLOPE EROSION CONTROL AND M41r. IV 1 16 INSTALL 12'PVC DRAIN PIPE WITH PIPE ANCHORS(20'O.C.)PER DETAIL'U'ON SHEET 4 GRAPHIC SCALE 3'WIDE V-DITCH PER PER PLAN 1 D 1' :.:: VEGETATED SWALE SUBGRADE PER 17 CONSTRUCT HEADWALL PER DETAIL'L'ON SHEET 4. ro o a ,ro xa DETAIL F ON SHEET a SEE ALA HEREON GEOTECHNICAL REPORT SECTION L-L { IN FEET T NOT TO SCALE R C bMMENDATIONS IN APPENDIX E. ,inch= 6D ft. REVISIONS: PREPA D UNDER SUPERVISION OF: SCALE: WILSON MIKAMI CITY OF LAKE ELSINORE ENGINEERING GEOLOGIST: SOILS ENGINEER OWNER: o 1� CORPORATION G3SOILWORKS, INC. G3SOILWORKS, INC. McMILLIN SUMMERLY, LLC (FOR LOTS 35, 37&38) o� 1s RCE NO.a9884NEXP. 9-30-18 DATE DATE: s 350 FISCHER AVENUE 350 FISCHER AVENUE 4343 VON KARMAN AVENUE, 9 CORPORATE PARK T: 949-679-0090 MASS GRADING PLAN SHEET CITY OF LAKE ELSINORE W SUITE 100 17 COSTA MESA, CA 92626 COSTA MESA, CA 92626 SUITE 350 130 SOUTH MAIN STREET « No.wae4 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE wtTH THE RVINE,CA 92606 F: 949-679-0091 -M 3820-1 DDA PHASES E AND G OF PH: 714-668-5600 PH: 714-668-5600 NEWPORT BEACH, CA 92660 LAKE ELSINORE, CA 92530 * c.o a7w7,e APPROPRIATE CONDI110N5 OF DEVELOPMENT AND/OR CITY AND BENCHMARK: www.g3soilworks.com www.g3soilworks.com T(949) 955-0984 T(95i) 674-3124 MARK DESCRIPPON By APPR. DATE ffq �� r STATE LAWS, D A PERMIT CAN BE ISSUED. RNiEERSEIDEcnBENCHHMk9K N OF NO.DON BM E-3EET ANo MISSION 127T 9.8 92P EAST OF HE CONCRETE POST MIS'NORTHON OF SUMMERLY DEVELOPMENT FILE NO. OT CAI.\( DATE:DESIGNED BY: WMC DRAWN BY: WMC BASS OF BEARING: -" F(949) 955-9429 F(951) 674-8761 BRAD FAGRELL,RCE# 920, CITY ENGINEER EXP.6-30-19 CENTERUNE OF CEREAL STREEr,BEING N52'52'48'W,BETWEEN MONUMENTS 3 AND 4,BEING THE CENTERUNE CHECKED BY: S.WILSON PROJECT MANAGER:S.WILSON CITY OF LAKE E N E INrERSEcnoNs of CEREAL.STREET AND STONEMAI STREEr AND CEREAL STREET AND CORYDON SR,EEL ATb SHEET� .rg 1 OCT IJ;..�r�.`a�'`,��'.._. � �;� i j:;,-....._... '�."'\./�.��,�. :�� /C '---,-�� ,}i � s �,j � ��+ >y I f- '�.; I�� r� i 8��, /�� ..-•.'' � I 24 ;�`� g e WA PM 7.8 _ 1/ i rutuxL.. °I. 1r �/ ---_ •� ._. __= --_ � ) � '^, �G ��;., ``,--� � �y -� `' tl fKW t %'r �OTI AY' d ��h .�...„. iR�. T �T Y W'V 7378' ry t 50. g. � 0 .00 30 \\ i_1 1 `` 4:1 4.1 '-----/s /i3-= IX 3:I SLOPE „ .,.,�EIS"GRADING `�zu ~`^~ �v ,2 ,� T 126 -•j - __ -- 215 4:1T EX. WE�7:C GRAD s 4:1 3.17B /{ a: AND'PROTl-CT IN CE '.uo, 7 21 7 r -GB 14 7215 ~\ _249 G .PR(1P..SIORN....ORNN \� ,.._ -� -GRADING ..._ . :z4s`SEPPARATE...BwYF 10:1 1205 GB _ - % -- „ �,� ,\ '� `--- - ---c24u --- -_.. .._ OFE 3.92% � � i .._ 10:1 ' 27 EX.A SLOPE SL1223:45��40 - ......._-. EX 3.1 15 i 8^`Ft--_.___ - LIMITS OF G GRADING .... _ \ 0 1203 4:1 4:1 I _lass _ �--.. FL-BC \ $ 1205 B 1' 120 1205 1223.22FI-._...__..... 111 t \ t t0:1 C�--1204 4:1 per; 3:1 -- ......- .. \ t. 10:1 1202 J 12 10:1 120 /?! 1 i 1 ` Oi50% k -2 „- W=10�, 2 47 ? 18 1 23 3:1 1220 G �122 0.1 / i N} 12 �'I �EM1MT 3:1 !? aRl R } II C E R I D:2.T !07 I I-B I TS-EC 4:1 7 _ 18 ' \r is 9 4:1 1 4.1 I ` TI I I.:j 7?OS'pB -G 1220 ESTIMATED NORMAL �,1215 122 , -H 1215 \ II II I CASE"A 17 WATER LEVEL c 1\0 F J -P 4:1 1 21 4:1 -108 1 IOW 1210 ' 4 I o t2 1206 1207 INV- C' �LOTI35 'I L=10 1 7. t./ r __- W SITE NO. D=2 7' 3:1 �a } _ 220 F i - _ LOT 38 _ w 4:1 ..._ .._._.. ._.._..... .. ..-. 121 .... _.._.......-.. _ 4:1 1 1201.0 1203.0 1 to i +I ..0.48T... 0.4B% FG-GB 1.089 G04.0 ADJUST IX. WELL TO GRADE AND PROTECT IN PLACE ( _ i D r2o .. �. L08Z r os. "0 10.1 .. FG 1 11 8 it 1203 12 1205 GB 70.1 ;v' j 1 1202 - . . 1210 120403 204 1215 1205 GB 4.1 1205 GB 4:1 1206 1207, 1 �_12 ,120 1 12f0 1210 I 1220 ESTIMATED NORMAL r 210----�----� I WATER LEVEL; 1220 GB X fa.�i_ , -�., 1215 + 12205 I w� 121 1 4:1 4:1 4n I �Alui' �.i: + y'~ .............. -/r //- 3.1 3.1 ._-wee-..-.-.mow. 1 1 s; �^�� :,,.-,-..---- .�, �.---........ ..._....--._ y ,.- //- s� si- _ -rr- a-..f -.... -.......... t._..�,.�.-�- _ .. ..fit -tt...._.: '^--tr--,� -++`-- 122 -....__ n rF „,i" _5 " L!!d f F /,.,G rAOtM.. UM7TS OF EIG GRADING `._�. _ .. _ ........... - ..... ._...._..._._-...... v"�' .-..... .... .-._......_._.._...__..-._.. IcsU---ESTIMATEfI---N�� .._._.__..�_..._.._....._-.._.-.._.--..-. -... _ ..�._ LIMITS OF E G GRADING t r-""_... ...._- IXSLOPE'�--______ _.t2 '.- «., x{' ` - �` .._ .'.• -.. '•,1at15 -LMT,.. _......__.._..-_..... nA �- .._.. ._... . WATER.LEVE ....._ .... ---- ....____ _...,._._._ _..�. _ -1235-_. ._-._...�._,--- -�,,..__ EX 3�1 SLOPE ...._._.... EXS7�CEREAL - ` RJW CBE V.AcAirt 245................N FU 1 '2 5 124$._. TURE R/W UNE LURE R 245 -. __ ._....-..._ ._.. - -_ _ __'�- z,.. SCE VAULT&BOLLARDS al. '_. r 1 ARY .. ... - _ ....._ "" _(� .._.- - - `-�=-c,..,�1«d. - - °�'.... -. I :K �-"y' -- -- PROTECT,.JN-RAC (IYP) 3s wiLr. _ .. RALt PJ.,.D t0T-F�F 4RAGT S--_ FUTURE CEREAL,SiREET _.-., iR '80JP1�av �4°Y1�'E.c_..5F.N COND,'7(t2HY'`. _-r CE . ., t5Y;Mv-�,} i Ya(�'lU1!12KVT. PP ... .�R....-i- .�,:=- �`X. 16'11.aiERlit's-. _ -- EXXtiSF? .. ATERUNErti' m -. - CEREALT- r ti_f. - '" .r CEREAL ST. ,._.._...._ -_-... _,,,.� -.-�,_.......... T"..... ....... i.._ -- - - �--._�„__.- / - ---- _.---- .- - CEREAL � w LINE ti ._;,ti =---{�._ ..............�,:; ...-._ ._125p�1 = .... ... .. }......_._... _ _.... .............. ...._-_.... __ --.___ . ._ ..... � ..._._ .. ___._ _ ..._ ...._.. _., _ { ..._ _ \\ �.: ..__......__ ...__....... _.._..-....__. ......... "} .. ,C' n ...._.._-„. _."4., ''/"�._.... _.... ..= .✓ :^e. ':-•5, Y _ _ J / _. _ _ Y _)\...._..... ---_.. /"'.. ,--^�._"G3_C\=.._ -__„„ •J^r'_-_... JcX'./..T.a.._ ._"-t-.� ��" .%J ..-- -,__. `!'_�_.-.... ..- -.. _.. - _ _.... �, �- %, �`�.,�. ..._._ � •�. „..--"''2 _ - - _ �1. r -.......... r -`- - _..--- ----- - 1`1 ,.,,-.--�.'�/�-}.l � � � �`-""`�..:,'�'-t-�� ?i�I�lr�.�I11!I t � ... \`'i_'._`......._.._--_../ ...� ;''w /� .„_. .r''�M�>�,r--,..<-....__' �^,.,- ti.r,,"'"+..;.+,,.>�*.,..,...,...v..r•"t...>�4~..,:.,..u-,-.,-..�"�.,,,``^^ti .. -``�-_.. •.. -t. "•-- `"�-._ \\`-a.\\\\ � ( ., 1 LDT AD NOTE p s ,? CONSTRUCTION NOTES 2'1 r , SEE SECTION C-O�ON SHEEP 1�G-G ON SHEET 2A,L-L ON SHEEP 110. EXISTING GROUND y-_ fi�:,j.7 � 1 REMOVE EXISTING 18" OR 24" PVC DRAIN PIPE. " SYppE, 1 EXISTING GROUND s� GB _� EXISTING GROUND 8 RENOVE EXISTING RIP-RAP WITHIN GRADING LIMITS. FUTURE 8'WALK :- ----- ----------- /.-- , ,/ �. ..�"'`- 12 INSTALL RIP RAP PAD PER DETAIL'D'ON SHEET 3A. 15'BENCH --------- ----------- /`✓~-� '`'"�� A-7'NAX, 7n 3 12' NOTE CONSTRUCT SURFICAL L. 14 CONSTRUCT 3'V-DITCH PER DETAIL'I'ON SHEET 4A. \ 2% PER PLAN "\ 15 CONSTRUCT V-DITCH INLET PER DETAIL'H'ON SHEET 40. 4'1, GB .x SLOPE EROSION CONTROL PER :,\ 16 INSTALL 12"PVC DRAIN PIPE. GRAPHIC SCALE 10'"'� GB GEOTECHNICAL REPORT 17 CONSTRUCT HEADWALL PER DETAIL'C ON SHEET 4A. 0 3'WIDE V-DITCH PER PER PLAN _ DETAIL"r ON SHEET 4 SEE MOVE HEREON \RECOMMENDATIONS IN APPENDIX E" w SECTION L-L , .' - • _.. - L inch 'fL NOT TO SCALE 000 6 V Sj�/r ENGINEERING GEOLOGIST. SOILS ENGINEER: OWNER: REVISIONS: PREPA D UNDER SUPERVISION OF: SCALE: WILSON MIKAMI CITY OF LAKE ELSINORE 1. TEssI CORPORATION R PO RATI O N G3SOILWORKS,INC. G3SOILWORKS, INC. McMILLIN SUMMERLY, LLC (FOR LOTS 35, 37 do 38) `1 r rl7 scaTr M.W1LSON DATE MASS GRADING PLAN SHEET y s RCE NO.49884 EXP. 9-30-18 DATE: s 350 FISCHER AVENUE 350 FISCHER AVENUE 4343 VON KARMAN AVENUE, s CORPORATE PARK T. 949-679-0091 CITY OF LAKE ELSINORE �» � SUITE tao F. 949-679-0091 ADDED IN-TRACT LOT&STREET ROUGH GRADING COSTA MESA, CA 92626 COSTA MESA, CA 92626 SUITE 350 130 SOUTH MAIN STREET N. 49884 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE IRVINE CA 92606 TR.31920-1 DDA PHASES E AND G OF l0 9 1 APPROPRIATE CONDITIONS OF DEVELOPMENT ANO/OR CITY AND PH: 714-668-5600 PH: 714-668-5600 NEWPORT BEACH, CA 92660 LAKE ELSINORE, CA 92530 _12 * * STATELAWS, N RMIT CAN BE ISSUED. BENCNMARB MARK DESCRIPTION BY APPR. DATE ✓j,' nvn �PRNERSEC ON OF OIT N0.BM E-3-70.ELEV.1279.829. BRASS ST OF E CONCRETE POSE IS NORTH OF SUMMERLY DEVELOPMENT FILE NO. www.g3soNworks.com www.g3soilworks.com T(949) 955-0984 T(951) 674-3124 lF OF Ep`\F DATE: Q= Z BASIS KIN OF COR DON STREET PAID MISSION TRAIL 27'EAST OF THE CENiERUNE OF MISSION 1PNL .oy,A DESIGNED BY: WMC DRAWN BY: WMC BASIS OF EBEARING.OFE F(949) 955-9429 F(951)674-8761 BRAD FAGR ,RC 920, CITY ENGINEER EXP.6-30-19 CENTERLINE OF CEREAL STREET,BEING N52'52'48'W,BETWEEN MONUMENTS 3 AND{,BEING THE CENIEPLkE CHECKED BY: S.WILSON PROJECT MANAGER:S.WILSON CITY OF LAKE ELSINORE INTERSECTIONS OF CEREAL STREET PAID StONEMAN STREET AND CEREAL STREET ANDORYDON STREET. SEE SHEET 8 SEE SHEET 9 STREET i T ti 'C 72Y08. \\ ` 26]— R FUTURE TRAGr Z+ \ ✓ —, � u \\ FUMTUIRE iRAGr \,� BOUNlLIRY _� \\ v`L°�i- BW/NpARy �; PROP.STORM DRAIN-PER ---'-" \a EXI51: 108'RCP PER LOT 'AY' SEPARATE IMP.PLANS n+ `�� o/ DDA PHASE F STORM s �`ti"+ t - �_�-" DR41N PLANS 4 ��. ��'� � LIMITS OF�� E/G GR ING/ M PROJECT FENCE IZsa i _ / K _ h ------\--------i- --- --- - - -. _.---- - ,1 2r1 ,+ UMDS OF GRADING "1�ZB 2.1 _-- t265 - 1�z �1249 2,5 �.. °"� 21 SLOPE - 126 '------ _.----------1Z15-- _ �BDP STDeM-�RAIN�FlZ _ _ 125 5 1 g 26 — OMITS OF E G GRADING __, teas- PARA1E-IMP.-PIANr-- - --- -- --- 250—.1249 2:1 --- _ \z -. 12.55 -- --- -- --- 2:1 71Z4 --- 125-195 -p 1249GB�"-:-'r`— .---u- - ,4-- IX 21 SLOPE _ _ - tzss- 6 1 3132322Fl— / ° �� / 3:1 ` i 2 �• -,u - -- i25s-- i 12 ° _ __ / 1230.02 L 1 2 3.1 --1235.58 1235."1-r -- - - --1247 GBH/--+:✓- - -- 28.02 INV F,L-BC FL' a 15'WIDE BENCH 123 - -E 2 -137-10 12 1. is FL - �� i 2 C 31 _ 15 2. _ 22 2.D _INK-�� 5 1;. � � \23A N \23 23 g 1.00X...v �9 i• ,S c� 1.00R 12 V1/ 12 1 � i113 1.002 � � 23. � 1 ^ �� - s, --3.1 _ - yip _p 3:1 2 _• 1 _ 3• 12'-PIRT ACCESS RDA 123 0% Z64 - / TS-HP 4:1 1 4.1 CB 12 0 GB- =ate iT WRT ACCESS' t _ 3.1 1� T °CES ROAD rg 6' 12 1 SR IRIS -BC -1221.79 18 1 i. �, 122E G$ �` _ 3:1 3:1 4:1 g.I 121 TS-LP 4:1 i1 I INV-GB _121 217 27 218.08 - 1220_G_B ti... 0 CB 72 E TRIO 127 121 -GB 121 121 121 17 CASE CASE.A,,. I -- - 121 1 -1 r7 4:1 C? 2 17 212108121E M94TO NORMAL r2 f0 20 ,> A' 2 �-y 0 1 ��YII. ev \ J L=fO' WATER LEVEL W=10� , D=. /.-WA177t L=10' " W4 I W=.7 �� W=1 p' 4� f D=2T .`v �+ D=2.7• 121 r + ryn6� h 1� G J 6� N 14/ 1ryn+ -FG 332 0. .. ...�-..._ 9 .33%.. _�. .. .._ 6.19 r I _ 121 , �51 1z4o�' 4• 1215.E I�r1DRO IF �zas 216 121T � e 111 21 i 213 121 tin+ —IRIS i N / �'{ e 122E tp,NA�7ED NORMAL �tiyt --1212 � ` _ ,�� LE�L 121 4 1 a WRIER t21 4:1 I 4:1 I = 4'1-1 z s------—__ 1217 �— 1220 GB 3:1 172� ) 34:11 1218 122E GB 3:1 ti� a65 i tio�+ 1ry2o-2 E 40 :1 313:1 - 4:1 Q a , EXISTING R LINE 1235 --, ,f 5 _ ° EX.3:7 SLOPE UMIfS OF ECG GRADING 1 �� ,� �:', ° i �� -- - 1 1240 —_. RIGHT-OF-WAY O BE VACATED — - '../ 7_Ji— i/ �37 T -- ti `, 12 `+- 1� a s 2" I R( �ti c TRACT BOUNDARY 4�� o FUTURE CEREAL STREET _ }�(r' n ^.. b ON I IT ' n G _ LIMITS OF E G GRAD _ EDISON CONDO -_. N52° SON CONDUIT(12KV).3BL,Y.1A1,g WIDTH (. _. +,$ _ S {� EDISON CONOUIT(12KV)� r01 !^` LIMITS OF E/C h _ y -- " :OMITS OF E G GRADING IX.EDIT ti -------f -'- ---- — uauLr _ — CEREAL�T�EET _——— — Ex.SCE — — --_"-_ , -�. _ ins. .. ram_ ,,,;_r — rr.r'�'r�vYY,�. _ CEREAL ST.- -_ _ AND BOLIARBS , IMF) �`�-y -- -- -- -- -- -- ----- --- _ _ — -- -- � - -- PROTECT IN EX. WA NE -- -- n -- -- `L. �._. N - _ _ ��. t _ � NG R U (fit P EXIS�ING,R/IIY LINE �k-,s % 6 ° 0 1 °. �-�� g? n \1'n-I' �,ah-1' 1-�' 1,n+ ` T11n6+ VI.J /� 1zf5y5+ II (^' o o tin6+ Q evet A ,hny+ �hny+ L JII L CONSTRUCTION NOTES NOTE CONSTRUCT SURFICAL SLOPE EROSION CONTROL AND 2 REMOVE EXISTING HEADWALL. VEGETATED SWALE SUBGRADE PER GEOTECHNICAL REPORT B REMOVE EXISTING RIP-RAP WITHIN GRADING LIMITS. \ RECOMMENDATIONS IN APPENDIX E. 12 INSTALL RIP RAP PAD PER DETAIL'D'ON SHEET 3. 14 CONSTRUCT 3'V-DITCH PER DETAIL'I'ON SHEET 4. GRAPHIC SCALE 15 CONSTRUCT V-DITCH INLET PER DETAIL'H'ON SHEET 4. ao o za w m mo NOTE 16 INSTALL 12"PVC DRAIN PIPE WITH PIPE ANCHORS(20'O.C.)PER DETAIL'U'ON SHEET 4 17 CONSTRUCT HEADWALL PER DETAIL'L'ON SHEET 4. SEE SECTIO D-D,F-F k K-K ON SHEET 2 L inch- 50 ft. REVISIONS: PREPARED UNDER SUPERVISION OF: SCALE jM W►LSON M►KAM► CITY OF LAKE ELSINORE ENGINEERING GEOLOGIST SOILS ENGINEER OWNER QPODLss1 �3/¢i G3SOILWORKS, INC. G3SOILWORKS, INC. McMiLLIN SUMMERLY, LLC (FOR LOTS 35, 37 & 38) �a`�Y SCE No•4WILS NEXP. s-3o-ta DATE DATE: W CORPORATION MASS GRADING PLAN SHEET 9 CORPORATE PARK T. 949-679-0090 s 350 FISCHER AVENUE 350 FSCHER AVENUE 4343 VON KARMAN AVENUE, CITY OF LAKE ELSINORE W» SUITE 100 F: 949-679-009t OF i] y COSTA MESA, CA 92626 COSTA MESA, CA 92626 SUITE 350 130 SOUTH MAIN STREET No.aseea A THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE IRVINE,CA 92606 TR. 3192E-1 DDA PHASES E AND G PH: 714-668-5600 PH: 714-668-5600 NEWPORT BEACH, CA 9266E * Exp APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND BE CHMARK: LAKE ELSINORE, CA 9253E MARK DESCRIPTION BY APPR. DATE rfA CNR \P STATE LAWS,AND A PERMIT CAN BE ISSUED. RIVERSIDE BENCHMARKN0.fhl E-3-70.ELEV.1279.829. BRASS DISC IN CONCREE POST 72'NORTH OF SUMMERLY DEVELOPMENT FlLE NO. www.g3soilworks.com www.g3soilworks.com T(949) 955-0984 T(951) 674-3124 F Cp�,F�' � INTERSECTION OF CORYDON STREET AND MISSION TRAIL 27'FIST OF THE CENTERLINE OF MISSION TRVL DESIGNED BY: WMC DRAWN BY: WMC DATE: X-3049 BASIS OF BEARING: F(949) 955-9429 F(951) 674-8761 BRAD FAGRELL,RCE#4 0, CITY ENGINEER EXP.6-30-19 CENTERLINE OF CEREAL STREET,BEING N5752'48'W,BETWEEN MONUMENTS 3 AND 4,BEING THE CENTERLINE v4 CHECKED BY: S.WILSON PROJECT MANAGER:S.WLSON INTERSECTIONS OF CEREAL STREET AND STONEM N STREET AND CEREAL STREET AND CORYDON STREET. SEE SHEET SA + 0 SHEET 9A coo. r 'es 1 _ _ 7 ro.7 ! _ -_ .. sr. '- I 1 1 .- _.._ .., ..... ,� _ •1; .., � � �/ ... ^_ � .., 1. \ \� _ TC 2 .90 r� 6b:3d' _ \ / 1e �r ■ 1 -, ��, nu. c ,o PAD:�a ''�'`y �PM=1267.3 ` PA"A \ \ __ __ 1 1 !1 � �288.531F 54.9 12 7F/1 °4cRi I286.63 7F I� f� i �1287. I \\\ L 1?67.911 .1 6809 �•2(T \/ 1 oS5 a - / \ _-___ - 1266.- F / s�- \ ' ^� 73.60' \ DM E IMP. S d - _ _ 1 1266.95 1266.86 P s28 1 PAD=126 -_ . ,H� I=C�6Po1 26R8Ttt1_ 1®-P�V4ACeP.=2eI2•.=68.2-' .5P'1�A22-D66=646.f87•2 078:4 SG 3 If2226 07-.32�7 Ppp.1 15 PLANS 1166.9 S�D 2 0 I i PA@9.5PTIN i126B.D 16\ I'AY' AND D 18 � o a 100 P= ss.o oa N 21 " 18 � p 1271.7 50.00, PAD-1269.I PAD-1268.E PAD-12691 ?4 25 26 2 28 29 � LMS OF-I287. PA7a PAD= 0C DING � o ^ ^ PROJECT FENCE K I --2- - - o ap ^ 6e c 2:1 ,ti+ UMUS OF E P GRADING 21 A ND 0 SL E IX.2:1 SLOPE / // 1 ---27iT- ---- �BOP.SIORM-ORNN3ER t25 zs LIMITS OF E G GRADING ^ izas 6 ROUNDED TOP OF SLOPE ------- -i35P-1249 21 ` 2. 125 lzso tzss- 3:1 -- ----- --- r-tzaa - EX.3:1 SLOPE 12 3'1 g _ -_- ---3' - --- 1z55-- _ EX.2;1 SLOPE 125124 - ___FL-6C HP -- u12 ky� (I4 FL 39.24 1 31 12 DIRT 12 I V-GB 3:1 12 123 1 1 123 123 2' ESS D 22 - - _ 1 i 1220 3't DIRT ACC -GB 3:1 122 o fs 3 3 e 126VIRT ACCF�S'.�RO 11� 1215 1220 GA 3:1 - 4:7 N 122 -BC _ 1 21,79 f6 1 1. N 3:1 k 22 6 Q 121 w TS-EC TS_Lp `° 4:1 f6 1215 GB 3:1 ,ti 4'121 INV- 721 1217 11 ---121 2 0 121 CASE 17 2 GB 19. 17 2202GB 1210 717t - �--1215 121 21 0 7 15.1 Iw 121 1212.0 INV INV f7 CASE - 1218.0 10 Q 1 1220 ESTIMATED NORMAL D L=10' =1 20 EST/ ED NOR �� 0 12 8 1 �i CASE A I f2 L0' WATER LEVEL 12 W=10• D= /'WATER L c L=1 k TP' W=10' D=2.7' , �: e�' WA R LEVE D=2.7' oil //// /// tidy+ D-2 7 ,'ti-I- ,'td61- / 9 I tip+ h9 ,ti 1 ,rye+ N N - / / J N t21 0.33% FG o�g 0.20X _ .. .+. / 0 1216. .. 1 ... 1 1211.D .. ,tiky+ - ¢j db� d6ti ._ FIG 08% 123 12 _ �VVRRO 14) f --'124 N 2� d ,tik h h 121 127 -121 I ,tik+ � + 1220 t�W��@ITED NORMAL tid+ Q + 121 I N2 121 ,tidy WATER LEVEL 121 0 4:1 4:1 4:r_zas t-- -- 6- 1 n d6� 12t 4:i tid r a:1 4:1 �-�1220 GB 122Q ce - Sit 1220 GB 1220 GB 3:1 122 3:1 1 e 5 db' __ ____ 1225 1230 ------ o 0 0 12 Q oo a ,ryk 1230 + - / 3 1235 / 123 , ,ti d EXISTING R UN ^12. o k1 EX.3:1 SLOPE LIMITS OF IIG GRADING 1 4 P 1240 40 - w - - - -- ----- - ----- 3:1---12.. - __ ----- ----1 124,_ RIGHT-OF-WAYTO- 12as _ ---1245 _ BOUNDARY ,`1'k-I' N LI E _ Fl!T 0- DISON CONDUIT - 11d o o EX CON L UM1TS OF El GRADI EDISON CONDUIT(12KV) ' d' EREAL ST. -'-------- II� EX. WA RUNE -- -- d -- _- -- -- -- ,ti°+EXI G LIN ® LINE Q 6 O o o dh� dh'1 ,tidh-1 'Ldh� �250 I �S ,'ti ,tia i- 0 3 y 0 �^. dh'� ,1d6+ 6 h d J dh ,`I.dh'1' dh CONSTRUCTION NOTES 2 REMOVE EXISTING HEADWALL - a NOTE CONSTRUCT SURFICAL 7 CONSTRUCT STREET UNDERCUT PER STREET SECTIONS ON SHEET 18 1 8 REMOVE EXISTING RIP-RAP WITHIN GRADING LIMITS. SLOPE EROSION CONTROL PER 1 12 INSTALL RIP RAP PAD PER DETAIL'0'ON SHEET 3A \ GEOTECHNICAL REPORT 14 CONSTRUCT 3'V-DITCH PER DETAIL T ON SHEET 4A. RECOMMENDATIONS IN APPENDIX E.) 15 CONSTRUCT V VC D INLET PER DETAIL'H'ON SHEEP 4A GRAPHIC SCALE � i6 INSTALL 12'PVC DRAIN PIPE. � n NOTE 17 CONSTRUCT HEADWALL PER DETAIL'L'ON SHEET 4A T`! 32 INSTALL 12'GRATED INLET PER DETAIL ON SHEET 18 SEE SEC11 D-D/►F,A-n�FF&K-K/OON SHEET 33 CONSTRUCT CURB DRAIN PER CITY OF LAKE ELSINORE STD. N0.303 ( IN FEET) t •Iyy� y V �30 I inch= 50 fG REVISIONS: PREP UNDER SUP VISION OF: SCALE: 11 WILSON MIKAMI CITY OF LAKE ELSINORE ENGINEERING GEOLOGIST: SOILS ENGINEER: OWNER: M p�OFESSI G3SOILWORKS, INC. G3SOILWORKS, INC. MCMILLIN SUMMERLY, LLC e°1\ w SCOTT M.WILSON ?� W CORPORATION MASS GRADING PLAN SHEET 12A RCE(FOR LOTS 35, 37&38) g 350 FlSCHER AVENUE 350 FISCHER AVENUE 4343 VON KARMAN AVENUE, y o THE NO.PLANS EXP.BEEN DATE: s CORPORATE PARK T: 949-679-0091 CITY OF LAKE ELSINORE F: 949-679-0091 No.49884 a THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE SUITE 100 OF 18 COSTA MESA, CA 92626 COSTA MESA, CA 92626 SUITE 350 130 SOUTH MAIN STREET IRVINE,CA 92606 TR. 31920-1 DDA PHASES E AND G 1 ADDED IN-TRACT LOT&STREET ROUGH GRADING -12- � e.p„�/fe >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 STATE Aws,A A P MIT CAN B ISSUED. SUMMERLY DEVELOPMENT FILE NO. MARK DESCRIPTION BY APPR. DATE ✓f cIv1L \P RIVERSIDE BENCHMARK N0.BM E-3-70.ELLY,1279.829. BRASS DISC IN CONCRETE POST 72'NORTH OF T www.g3soilworks.com www.g3soilworks.com T(949) 955-0984 T(951) 674-3124 9 D�\\ Q INTERSECTION OF CORYDON SD2EET AND MISSION TRAIL 27'EAST OF THE CENIERUNE OF MISSION TRNL DESIGNED BY: WMC DRAWN BY: WMC6wr DATE: `_'2� BASIS OF BEARING: F(949) 955-9429 F(951) 674-8761 CHECKED BY: S.W LSON PROJECT MANAGER:S.WILSON BRAD FAGRELL,RCEI 439 CITY ENGINEER EXP.6-30-19 MERSEC 10N of C R ST EEIEIPND SiONEMAN STREET AND CEREAL STREET S REE AND C�ORYMNI STREET ENE SEE SHEET 9 268.5 \ Y _t BRBU ---• / r' / 1 I ! (\\ tz6zs 126-2 25?.7 ------L_ _-it 12 SHA _ 1f TRACT 31920-18 " i 1.0 I'I h R'Iji�I�i 1 6 270 TRACT 319M— 268, - '` I I I IX/ST. 48"RCP PER � PROJECTFENCE l€ 1 I DOA PHASE F STORM 1239., t2ses 12a6.4 •g.:; „ I ��'�Ij€�� I�I ti \ DRAIN PLANS TRACT BOUNDARY v /�i EXISTING 48'RCP �f/ ttr ni I \ __. PROJECT FENCE TRACT BOUNDARY __ 27T -- - -- J SroR 1 DRAW9 /"' �_ Tzar, — _tz6,,—. — LIMITS OF E G.GRADING, —f2 --- .... __ ..,B� �-'-- SEPARATE IMP PLANS _..____.--.— IX.g:1 SLOPE<. ._........ tea- .. .. :tea—..-- - ---- .. _.....__... ....—— -- ass-- .......�__ ..........__� - �02 :1��3COPE_ ..- .........._. 15 WIDE ....—.—.. ..._ .. ......._t2s5--— .. .. ... -i26a—.........__.."1ayV " ". ..... 1 —_ _..... ___.._-' t 6..-1T47 _zs�,—. ------1 -- 44 UMR5OE/ ...._ t[=, �: ._... r ... -, �-C 3:1 _—__...... t 14 < 1 2: ;: Ib ..-...,..- ...+ 1245.-._ -_ _. , TGB--d F - _-- _ .=:?:,itu=...__..... ___ 1 4B. g „?' _ - flj` !'ll�l�, t•' sl L _ - - -- 1.00 . ti ga aq, o — 46 '.. Lid �1 1. R "15;. N} •,=,m X 12R:;' F+I' '�' a ... — �— 12FL 2 \ - 2"*DIRTi 4' ".,,`., z 1 wf �l�fi _ DIRT ACCESS kpr 1. i;; :. 3:1 - -- 12 1\477 }AD 1248 •1 5,,.F`,'1'1 I f 1r DIRT Aces Rio ,. 3:1 12 ,g 7 1z4z. 12Tto _ J _ _ a'1 tl �^r Ar-1 3 INV-GB _ 12 - v M 1235 -BC IS- 12 5 [ 23 ;� Ib III r Y 1130 .,z i" 12T Z� "r 1220.13 'T/ T+�r".,r',1221 GB i -c 3:1 3 - t 3:A„ g , .' 31.,i �� 7 ),� __ :1 1225 a� a 1220 GB / 1220 CB 3� 2 R 4STIMA wkl r CASE T7 - 21 1220 GB L=10 AWE'B' .'..:- NQ I< } rs Y • INV E r'; � y', f_ ESTIMATED CAST`B'n.L-10, " D=TT 1 I N0�(FAC 122 a. W-10' WATER LEVEL Iz r I d rY Y-\ D=2.T ti 4- --_- ._...__._.,_-..� / PROP.STORM DRAIN P I ' �. `L;i'-i k=7- /"",` _ •'„'�Y`�I r' '.;:. l21 1A V 1210 GB _ .... - ' PARAIE IMP.P •`I I I I.11 f, I\+i.'Fa� '`'L IA o 1217.5 FG..�'LR�'i - :..� ... r 0 n DZ SITE S� IYV. 2 °�"- LOT 38 o j 404 ~ < a vvvk5 Ry r k f t .1 '�� -M"'� i ry-� .•ra' °' `I- } ' fGRAD/NG r 2°-i- 1 I I ) I k ��' ye 1220 Tyr- } i' 121 n G 1 } v r L=10' h9 'I ti L J 111 + .+- +� D=2.7' 1220 ESTIMATED NOR F� / 4:1 ( WATER LEVEL 1220 GB 1220 GB y 70 _ _- - ..- _- j EXISTING R LINE 3:1 M 5 -z: T� r - - _ yam, 5 1235 I �- --.._.. �4, EXISTING R/W 1zao 1140 a EXISDNG EREAL Er FTlR1RE R - �FllNRE R LINE ,/ rl It,o- x J 3:1 �'�, / RIGHT�OF-WAY T6 B�VAU�(TED�� ' / �_ /A � - •y .�' �:LJMITS,DF- ,GI�tOTLJG`�__, +' ^ '`•`A IJMT15'g�E/G GRADING IX.SCE VAULT&BOLLARD- FUTURE CERAL'STREET IX.EDISON CONDUIT TRACT BOUNDARY �' 4i 38'HALF WIDTH ;g --TRACT BOUlDMY V- >,--vv-, y. '""'�� , �._Y:.�=/'�+-•�.:,;.ti.Y-r.,,-r.e r�..,-v _ 2'52'30'W L=4053.02' IX.EDISON CONDUIT PROTECT IN PLACE N ti..,_��_ - n...:�- -�.;� �.,v-�--......__ .�a +-+� - .. AN {A�D ..Sr..�-- :?,r.`':7 �.,:..1.� - _ __._--"=.�='. .mf=`l> -=`v=Yam'-1�✓��_Y _..... - _ - __- _.._-' - _ .✓ 1y EAL kr411 -- - T - - - - - - -- P,1ACEi— .-,w:^rt!v -drs5 / '_' w......,,,,.... -^ . T� � y� �r12as--- w,..,....,K._ ._ g-=`t `._.._ -�`� --.. �' - '�-n.�. .A..t-^'�....L„�� ti k�'I• `t .-.�"' =�k-~h-:..T„l,.t.�..."_I -- -ke.' -''------_�. -_ __'`�_r....--. - %y_ ....._- EkIS11NGr R/W LINE-_."+...------ ......... k. \R - �vc�wc k e / kRq /! 0 i(t n_�. k kyn. Ri `- I g k�." ryd'y.. y6g yu -r k 'r 5. R h 11 All . a% -#- tik�a R'T 0�J r` a 0 !,' � '+` C 1'L f ��' ry-;- �`Lp"F �% _ ( tn�4, .41. NOTE CONSTRUCTION NOTES s 16, SEE SECTION F-F,1-1&J-J ON SHEET 2,M-M ON SHEET 13 <.^ 2 REMOVE EXISTING HEADWALL. 2' 12' BENC A� INCH 8 REMOVE EXISTING RIP-RAP WITHIN GRADING LIMITS. `ro RO 11 CONSTRUCT DOWN DRAIN PER DETAIL'T'ON SHEET 3. 3;1 1AAX'y, 12 INLL RIP RAP PAD PER DETAIL'D'ON SHEET 3. NOTE CONSTRUCT SUTpRFICAL INSTALL ", CONSTRUCT 3.5'AC/4"AB(MIN.)ACCESS ROAD. 3'1 � - SLOPE EROSION CONTROL AND 14 CONSTRUCT 3'V-DITCH PER DETAIL T ON SHEET 4. 00 SEE ABOVE 3.5"AC/4'AB GRAPHIC SCALE SECTION M-M VEGETATED SWALE SUBGRADE PER 15 CONSTRUCT V-DITCH INLET PER DETAIL'H'ON SHEET 4. 16 INSTALL 12"PVC DRAIN PIPE WITH PIPE ANCHORS(20'O.C.)PER DETAIL'U'ON SHEET 4 NOT TO SCALE GEOTECHNICAL REPORT 17 CONSTRUCT HEADWALL PER DETAIL'L'ON SHEET 4. RECOMMENDA ONS IN APPENDIX E. c IN > IS /1(ti v 3"Zb /'� 1 inch= b0 it ENGINEERING GEOLOGIST SOILS ENGINEER OWNER REVISIONS: PREPARE UNDER SUPER ISION OF: SCALE: WI LSON M►KAM► CITY OF LAKE ELSINORE \1138 5�_ pROTES51vi G3SOILWORKS, INC. G3SOILWORKS, INC. McMILLIN SUMMERLY, LLC ° r►/ SCOTT M.WLSON !V DATE CORPORATION 13 3 350 FlSCHER AVENUE 350 FISCHER AVENUE 4343 VON KARMAN AVENUE, (FOR LOTS 35, 37&38) h�� o RCE NO.49864 EXP. 9-30-18 DATE: 9 CORPORATE PARK T: 949-679-0090 MASS GRADING PLAN SHEET COSTA MESA, CA 92626 COSTA MESA, CA 92626 SUITE 350 1300 SOUTH MAIN STCITY OF LAKE REET IRVI E CE SUITE AA 92606 F: 949-679-0091 TR. M20-1 DDA PHASES E AND G OF 17 � No.49884 " THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE N11H THE LAKE ELSINORE, CA 92530 * E"p a/w/1e * APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND PH: 714-668-5600 PH: 714-668-5600 NEWPORT BEACH, CA 92660 18LNUH1—I EB SUMMERLY DEVELOPMENT FILE Na MAR( DESCRIPRON Mr MAR. DATE Jj crv,y \�. STATE LAWS,AND A PERMIT CAN BE ISSUED. RNERSIDA MCNCHwrtN No.BM E-3-70.ElEV.T27B.aza. sRa$s DISC IN CONCRETE rosy 7z'NORTH of Y _ www.g3sollworks.com www.g3soilworks.com T(949) 955-0984 T(951) 674-3124 rF p&� INTERSECTION OF CORYDON STREET AND MISSION TRAM• 27'EAST OF THE CENTERUNE OF MISSION TRAIL DESIGNED BY: WMC DRAWN BY: YNC OF CAI. DATE: 3"3O'( BASIS OF BEARING` F(949) 955-9429 F(951) 674-8761 BRAD FAGRELL,KUL 20, CITY ENGINEER EXP.6-30-19 CENTERUNE OF CEREAL STREET,BEING N5252'41I BETWEEN MONUMENTS 3 AND 4,BEING THE CENTERUNE ��•p CHECKED BY: S.WILSON PROJECT MANAGER:S.MALSON TY OF I AKE ELSINORE INTERSECTIONS OF CEREAL STREET AND STONEMAN STREET AND CEREAL STREET AND CORYDON STREET. Qi 1268.5 I ( I ( 1 1267.5 PA1&a28.8 s /i - / 6 BRITTBUSH `� 8 2617 i I -~- 2 a / / j ul � I tips+ !' O \ SHAD BUSH --+- - $ 267.6 I I I r 1269.7 --- ------ -_.� 1267.4 / � 'V 1267.5 7 .7,, -�_- --_---_ --- I / _,z7ti ,2ss.4 / I ,2s6s 1 I IIII TRACT 31920-18 TRACT 31920-1 1268.1 a \ti°1+ ECG RARING z7o.7 27os z7D.D EXIST. 48 RCP PER 1. I DDA PHASE F STORM 12ss. 6ss ,2sss 12ss.1 ,2se.B 12s6.4 ,zsfi.o / I II PROJECT FENCE \\ DRAIN PLANS EXISTING 48"RCP II �j I �� TRACT BOUNDARY ' \\ ! 1268.3 r r -PER D(M PHASED f � - PROJECT FENCE ------- TRACT BOUNDARY 6•px STORM DRAIN PLANS / I I I III-i27 ---------------- -7- PSTORM73RAWP ----------- - - ------------ ---------------------- LIMITS 126 OF E G GRADING zs / ,25 SEPARATE IMP.PLANS 15'WIDE BENCH 126 ------ ----- - - - - ------J IX.2:1 SLOPE ,zs I t25 ,25 4.5 ,26 IX.2:1 SLOPE t2s -j- -1?4 --------- ---- ec_2�5`__ 7 4-0 z 3:1 1242.41 1242.75 '3.1 t4 -_ -_EC 3:1 1zs t4 LIMITS OF E/G GRADING 25°1 t4 FL is 1245 _ - - -- GB=+- - __---- - -- - - ---- -- ----- - 0.50 �12 ti+1.00$ 2 45. - N 0 1 Z46 d6 NI ti 24 e 1 .4 2 1 n} 2'DIRT ACCESS ROAD V 4. I tl 12' I E TS-EC \tid+ 1248 - III 1 / 3:1 124 124. 2 - �1p4Z36 1 4Z75 q ,I 42'�IRT ACC D 3:1 12 .8 _ 1 12 y_ 1B 1 43. d/l/ 123 -��ke�- i 3 - 1235 - � /i obp� 23 5 123 1 `. -.��' 2 1230 22 123 22 /r/ \ I 14 120 20 G 6 1 4. 6 Q 2gdRMq D GISE" t7 2 ,121 9 -1220 GB L=f0' INV + 123 WATER LEVE w i L=10' \ti p_2712 9 ,�tia5.�, 1220 ESTIMATED Alj� 122 3�r \ rjr / PROP. STORM DRAIN P I 1 W=10' a tidy'-1- WATER LEVEL sti t2 r III Q=2.7' rykg. \tidy+ a _� _--------- - ----- 1210 GB --_ - EPARATE IMP. P II.. 11tik6+ ,sti-- D-.T ,� \tik ryd 0 + 1219.50 0X p6 13 a \ 1 d I m \tid+ \titre+ -__ `) \.J OW SITE 46. 2 _ 1217.5 y dt�. \`I-d�+ 1 18.518.5 ... a59 O.ZD$ U 'L try. 0 1�•+ I•.'�+ tidy+ k �k lb -.. ...��a'-F rya5� ... LOT VO... �� t2t 9.1 ry°}�- prep \+/ rydh sryk�+ •,tiy+ s sti ak+" I I IT LIMO FsfG G ry s'Ld+cl 20 GB 12 '� \�,ke-1.. 1 I 5e III I 121 still+ 12 1 20 122 e // / 'ys e e 4:1 a ///•.tipeiy- // \ti ll+. - \titre+ � tt \ aee a6, + D=2.7' :1LITED NORlAi 23TWTRL sti -I- \tided- II / 1220 GB / k5. 1220 GB 9 124 1225 1225 .y •.`dd-I- 1 1245 1245 12,1�1d�+ / 13,TD 1 I /- ,`L+ 1 3I5 EXISTING R UNE 1235 EXISTING R/W UNE I d x k5y _ 1 40 1240 s - ye NG`IC EAL TR s'�+ �, FUTURE R ti \till+ 3:1 /\ + RIGH F-WAY B R/W LINE -- -�- __ � _____ __________ _ _ III �LIM ,OFF E G GRADING °- �+° FUTURE WIDTH -STREET TRACT BOUNDARY IX.EDISON CONDUIT TRACT BOUNDARY � z EX.SCE VAUCT&BOLLARD ,tIALf M7QTH N52°52'30'W' L=4053.02' EX.EDISON CONDUIT PROTECT IN PLACE TYP ,La k - -_ -- - \'L ____ CERE L 41, 4+ \ti+ ERFAL ST. CE TIT - -- - - -- - izas - ----- - - --- ------ _--- --- ._ - -__ ----- - -----�---.. INGR d�---- ---y'>----- - ayg-- --- k ti EXISTINGR LINE a5 ------ _ 1 __ y k srydd+ 1'L+ --- -r a - - 1'1.+ 1'L+ '�d+ -_/n--- -- ---�� - ---- \�L+ ,�yk+ --_ 11,6+ o// \ti+ dd0 ` d 5e tik5$ ee 5e stia+ ,.�k+e9 1'L d5� k59 kye `Ldye 1'L + + 1'�+ 1`L+ '` + �-k5+ tiae+ ry"y+ N / ' cad e khy 9 9p' ryde ae9 9 / \�'d+ kk9 \`ta+ kcJ1` 51 �a5+ .LkS..F '�')-+ ry ay9 keg hc. ryky{ 1ryd,+. ..I. 1 + \')-+ ,� + 5 ayk peg O�Je� 9 Q I / \'1'+ \ 1`I.+ rya-1' \ \tike�' \ \ti+ \ti+ ti . sti+ IT+ E° ti nti+ / / � still+ ,tide+ ti+ tia f / 7 e a.'. ry \rykh+. 9 p 9 ye �e k� 1tid�+ ae0 NOTE CONSTRUCTION NOTES s� 16' SEE SECTION F-F,1-1 do J-J ON SHEET 2,M-M ON SHEET 13A 9<F` 2 REMOVE EXISTING HEADWALL 2' 12'ACCESS 2' BENCH ROAD BENCH . - 8 REMOVE EXISTING RIP-RAP WITHIN GRADING LIMITS. so 11 CONSTRUCT DOWN DRAIN PER DETAIL'T'ON SHEET 3A 3.1 M NOTES CONSTRUCT SURFICAL 12 INSTALL RIP RAP PAD PER DETAIL'D'ON SHEET 3A M 13 CONSTRUCT 3.5"AC/4"AB(MIN.)ACCESS ROAD. 3,1 SLOPE EROSION CONTROL PER 14 CONSTRUCT 3'V-DITCH PER DETAIL'T ON SHEET 4A SEE ABOVE 3.5"AC/4"AB GRAPHIC SCALE 15 CONSTRUCT V-DITCH INLET PER DETAIL'H'ON SHEET 4A. SECTION M-M GEOTECHNICAL REPORT , ,6 INSTALL 12"PVC DRAIN PIPE. 11 NOT To SCALE RECOMMENDATIONS IN APPENDIX E. 17 CONSTRUCT HEADWALL PER DETAIL'L'ON SHEET 4A. ( IN FEET) b /30//F 1 i-h= 50 ft. REVISIONS: PREPA UNDER SUPERVISION OF: SCALE: W►LSON MIKAM► CITY OF LAKE ELSINORE ENGINEERING GEOLOGIST SOILS ENGINEER OWNER �oTEssIL M O3SOILWORKS, INC. G3SOILWORKS, INC. McMILLIN SUMMERLY, LLC y�o w�'c RICE T M.4WILS NEXP. 9-30-18 D DATE: CORPORATION MASS GRADING PLAN SHEET 13A (FOR LOTS 35, 37&38) ! 9 CORPORATE PARK T: 949-679-0090 350 FISCHER AVENUE 350 FISCHER AVENUE 4343 VON KARMAN AVENUE, CITY OF LAKE ELSINORE W ti SUITE 100 F: 949-679-oosl OF I8 COSTA MESA, CA 92626 COSTA MESA, CA 92626 SUITE 350 130 SOUTH MAIN STREET No.49884 A THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE WITH THE IRVINE,CA 92606 TR. 31920-1 DDA PHASES E AND G PH: 714-668-5600 PH: 714-668-5600 NEWPORT BEACH, CA 92660 1 UPDATE EROSION CONTROL NOTE BIZ($ �[ Exp,9/3e/18 >f APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND BENCHMARK: LAKE ELSINORE, CA 92530 MARK DESCRIPTION BY APPR. DATE fq crv1 P STA LAWS, ND ERMIT CAN BE ISSUED. RNERSIDE BENCHMARK N0.BM E-3 70.M.1279.829. BRASS DISC IN CONCRETE POST 77 NORTH OF SUMMERLY DEVELOPMENT FILE N0. www.g3soilworks.com www.g3soilworks.com T(949) 955-0984 T(951) 674-3124 !f w LIN- DATE: -12-1 INTERSECTION OF CORYDON STREET AND MISSION TRAM_ 27'EAST OF THE CENTERLINE OF MISSION TRAIL. BASIS OF NQ F(949) 955-9429 F(951) 674-8761 DESIGNED BY: WMC DRAWN BY: WMC BRAD FAGRELL,RCE► 920, CITY ENGINEER EXP.8-30-19 CENTER NEEOFICEREAL STREET,BEN N5252'48'W,BETWEEN MONUMENTS 3 AND 4,BEING THE CENTERLINE CHECKED BY: S.WILSON PROJECT MANAGER:S.WILSON INTERSECTIONS OF CEREAL STREET AND STONEMAN STREET AND CEREAL STREET AND CORYDON STREET. E3iOBI0N 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 15. 3. D CASE OF EMERGENCY, CALL DENNISDAMAGE BOWMAN AT(619)PLACED MOVE (OR HOUR PHONE NUMBER). '' \�` 21 CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE PER CASOA TC-1 AND DETAIL'0'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. 22 INSTALL FUTURE CATCH BASIN INLET PROTECTION PER CASQA SE-10 AND DETAIL'B'ON SHEET 15. 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 i 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. THEY WALL NOT BE WORKED WITHIN 7 DAYS.DURING THE STORM SEASON, ALL SLOPES SHALL BE STABILIZED 24 HOURS PRIOR TO A PREDICTED STORM \', --a \\\ 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. i rj. 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 DEVCES 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 FORA 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 FLLOWING: 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. 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. 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 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 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 PUBUC DRAINS AND PIPES,DRAINS lo 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 / NPDES/STORM WATER POLLUTION NOTES 'p ,' � TR. 31920-21 1.THE DEVELOPER AND HIS CONTRACTOR ARE RESPONSIBLE FOR IMPLEMENTATION AND MAINTENANCE OF THE \ ! /--\\ L0T24 SWPPP-APPROVED, PRE-QUALIFIED BMP'S FROM THE CALIFORNIA STORM WATER QUALITY ASSOCIATION (CASQA) HANDBOOK I WEBSITE FOR CONSTRUCTION TO RETAIN SEDIMENTS FROM AREAS DISTURBED ONSITE TO THE MAXIMUM v•�\ -" _ // ! �\ �� 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 CONSTRUCTION OPERATIONS. 2.STORM WATER POLLUTION PREVENTION PLAN (SWPPP)SHALL BE KEPT ON-SITE AND MADE AVAILABLE UPON REQUEST OF /� / / TRACTS A REPRESENTATIVE OF THE REGIONAL WATER QUALITY CONTROL BOARD (RWQCB) - SANTA ANA REGION AND/OR THE f / ! UNDARY CITY LAKE ELSINORE. / I 3.CONSTRUCTION SITESSUCTION 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 ACTIMTY. I / SIN / 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, FERTILIZERS, WOOD PRESERVATIVES, AND ASBESTOS FIBERS , PAINT FLAKES OR STUCCO FRAGMENTS; FUELS, OILS LUBRICANTS, AND HYDRAULIC, RADIATOR OR BATTERY FLUIDS; CONCRETE AND RELATED CUTTING OR CURING RESIDUES; \ / / DDA PHASE E 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 REQUIREMENTS. /� 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 WIND OR RUNOFF. ` FUTURE 7.MATERIAL STORAGE AND STAGING AREAS SHALL BE ESTABLISHED . FUEL TANK, PORTABLE TOILETS, LIQUIDS, GELS AND �_�. \�_�/ / / DIME NT POWDERS SHALL HAVE SECONDARY CONTAINMENT AND BE STORED AWAY FROM ALL PRIVATE I PUBLIC STORM WATER I CONVEYANCE SYSTEMS, SIDEWALKS, RIGHTS-OF-WAYS AND FLOW-LINES �\ - TR. 31920-22 ASIN M7 8.ALL PORTABLE MIXERS SHALL HAVE PLASTIC LINERS UNDERNEATH WITH GRAVEL BAGS PLACES ON THE DOWN-HILL SIDE \ OF THE LINERS TO CONTAIN DISCHARGES. \ 24 Lar 25 \\ / 9.CONTROLLED STREET WASHING WILL ONLY BE ALLOWED PRIOR TO THE APPLICATION OF ASPHALT SEAL COATS AND ONLY \� \WH FUTURE TRACT �� // / / \ �\ LEGEND EN ALL PERTINENT DRAINAGE INLETS ARE PROTECTED. 24 lexrs rx+AoeA: 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. 11.0ISCHARGING CONTAMINATED GROUNDWATER PRODUCED BY DEWATERING GROUNDWATER THAT HAS INFILTRATED INTO THE CONSTRUCTION SITE IS PROHIBITED. DISCHARGING NON- CONTAMINATED GROUNDWATER PRODUCED BY DEWATERING RACTIVITIES MAY EGIONAL WATER Q UIIRE A NATIONALBOA POLLUTANT DISCHARGE EUMINATION SYSTEM (NPDES) PERMIT FROM THE 21 \\ 20 �'� I - ��' - GRAVEL B4GS UALD. 12. STORM WATER RUNOFF SHALL NOT BE DIRECTED OVER ANY SLOPES WITHOUT PERMANENT DOWN DRAINS INSTALLED. lk DIRECTION OF OVERFLOW DRAINAGE FLOW EROSION AND SEDIMENT CONTROLS INCLUDING MAINTENANCE ARE REQUIRED ON ALL EXPOSED SLOPES UNTIL SUFFICIENT 36'X40' 3 / PERMANENT LANDSCAPING HAS BEEN ESTABLISHED. 100% SLOPE PROTECTION MUST BE IN PLACE PRIOR TO THE \\ 23 ISSUANCE OF THE FINAL CERTIFICATE OF OCCUPANCY. �.` 20 `" _ --- FIBER ROLL 13. VEGETATION CLEARING AND BRUSHING ACTIVITIES SHALL NOT BE INITIATED DURING THE WET SEASON ON ANY SITES 20 WHICH ARE NOT ADEQUATELY PROTECTED WITH DESILTING BASINS OR OTHER TEMPORARY DRAINAGE OR CONTROL � - 20 MEASURES.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 PA BE COVERED PRIOR TO A FORECASTED RAIN.- i 15. SPECIAL ATTENTION SHALL BE GIVEN TO PREPARATION AND INSTALLATION OF THE RAIN EVENT ACTION PLAN (REAP) AS REQUIRED BASED ON SITE RISC LEVEL OR AS MANDATED BY THE SANTA ANA REGIONAL BOARD NPDES PERMIT, / 36'X40' DDA AS G 20 TYP. 21 // / ' Jill GENERAL PERMIT-CONSTRUCTION ACTIVITIES. 23 %1 16. AT THE END OF EACH DAY OF CONSTRUCTION ACTIVITY, ALL CONSTRUCTION DEBRIS AND WASTE MATERIALS SHALL BE I / I 20 COLLECTED AND PROPERLY DISPOSED OF IN TRASH OR RECYCLE BINS. 17. THIS SITE HAS OBTAINED A NATIONAL POLLUTION PREVENTION ELIMINATION SYSTEM (NPDES) PERMIT TO REGULATE SEE!SHEET 15 %r / ��u LOT 34 V MUNICIPAL AND INDUSTRIAL STORM WATER DISCHARGES. / 1 f NPDES WDID#8 33C358736 DATE WDID ISSUED: 06/23/10 m 18. THE UNDERSIGNED CIVIL ENGINEER, A QUALIFIED OSP AND/OR QSD.WILL REVIEW PLACEMENT OF EROSION CONTROL AND INSURE THAT WORK IS IN ACCORDANCE WITH THE APPROVED PLANS. NOTE: ALL SUMP BASINS TO / •// / \ GRAPHIC SCALE , BE PUMPED DRY AFTER MA .MIKAMIR.G.E. NO. VSS-EXF:1,51 8 ATE EACH RAIN STORM k/Jd Q✓ 3/.0 /I r IN( ,) i inch= 80 R. REVISIONS: PREPA UNDER SU ERVISION OF: SCALE: WILSON MIKAMI ENGINEERING GEOLOGIST SOILS ENGINEER OWNERS CITY OF LAKE ELSINORE G3SOILWORKS, INC. G3SOILWORKS, INC. McMILUN SUMMERLY, LLG (FOR LOTS 35, 37&38) �°�� SCOTT M.NILSON DATE CORPORATION 91EET 14 o 350 Fl RCE NO.49884 EXP. 9-30-18 DATE:SCHER AVENUE 350 FISCHER AVENUE 4343 VON KARMAN AVENUE, CITY OF LAKE ELSINORE �� s CORPORATE PARK T: 949-679-0090 EROSION CONTROL PLAN COSTA MESA, CA 92626 COSTA MESA, CA 92626 No.49ea4 A THESE PLANS HAVE BEEN RENEWED FOR COMPUANCE WITH THE SUITE 100 F. 949-679-0091 SUITE 350 130 SOUTH MAIN STREET OF 17 PH: 714-668-5600 PH: 714-668-5600 NEWPORT BEACH, CA 92660 Up.9n9i�e APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND IRMNE,CA 92606 - TR. M20-1 DDA PHASES E AND G LAKE ELSINORE, CA 92530 BENCHMARK: SUMMERLY DEVELOPMENT FILE No. www.g3soilworks.com www.g3sollworks.com ( ) ( ) Mpiix DESCRIPTION BY APPR DALE f� ccvn �`. STATE LAWS,AND A PERMIT CAN BE ISSUED. RIVERSIDE BENCHMARK N0.BM E AND MISSION 1 TRAL 9. BRASS OF E CONTMN POSE 72'ND TR OF 7 9 9 T 949 955-0984 T 951 674 3124 DESIGNED BY: wMC DRAWN BY: WMC OF OpL F DATE:3'3/ BAN 9SOFn8EAPoNG �� Zr FAST D<71#CEH ERIINE OF MlssgN 7PNL F(949) 955-9429 F(951) 674-8761 BRAD FAGRELL,RCE 4 0, CITY ENGINEER EXP.6-30-19 CENN%NE OF CEREAL SRiEEr,BENG N5732'48�P,BEIWFfN MONUMEIM 3 AND 4,BEING THE CENIERIME TRACT 31920-21 / 31920-22 Qw�arz CHECKED BY: S.WILSON PROJECT MANAGER:S.WILSON INIERSE ON OF ER SIREEF AND CEREAL STREET AND CORYDON STREEL ER08M OONTROL 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). \ 21 CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE PER CASQA 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 PUBUC WORKS OR, IN [[ AN EMERGENCY,BY THE PERSON RESPONSIBLE FOR GRADING OPERATIONS. 22 INSTALL FUTURE CATCH BASIN INLET PROTECTION PER CASQA SE-10 AND DETAIL"B"ON SHEET I5A 5. AREAS THAT ARE CLEARED AND GRADED SHALL BE LIMITED TO ONLY THE PORTION OF THE SITE THAT IS NECESSARY FOR CONSTRUCTION .THE CONSTRUCTION SITE SHALL BE MANAGED TO MINIMIZE THE EXPOSURE TIME OF DISTURBED SOIL AREAS THROUGH PHASING AND SCHEDULING 23 INSTALL STREET DESILTING BASIN WITH VEHICLE ACCESS RAMP PER DETAIL'R'ON SHEET 3. • -� \ 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. 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. ,r \ GENERAL NOTE.• INSTALL BONDED FIBER NATRA HYM MULCH 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 B. THE CONTRACTOR SHALL BE RESPONSIBLE AND HAVE SIGNS POSTED ON THE SITE TO WARN AGAINST PUBLIC TRESPASS INTO AREAS WHERE WATER IS '/ IMPOUNDED. \ 30 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. \ � 1 \ \ 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 - 11 20 PLANS. DESIGN AND SPECIFIC RECOMMENDATIONS SHALL BE SUBMITTED FOR THE FOLLOWING: D)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 Y1 . 28 33 d)DIKE REQUIREMENTS. SHOW MINIMUM WALL WIDTH,SLOPE OF WALLS, PERCENT COMPACTION, ETC. \ \ e OUTLET CONDITIONS FROM THE DESIL11NG BASIN SHALL NOT EXCEED DOWNSTREAM LIMITATIONS, WITH THE EXCEPTION OF OVERFLOW, WHICH IS TO BE \ 34 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 26 \ ELSINORE BY THE NATIONAL OCEANIC AND ATMOSPHERIC AGENCY(NOAA). s 36'X40' 13.BMP'S SHALL BE MAINTAINED AND INSPECTED DAILY. ALL REMOVABLE PROTECTIVE EROSION CONTROL DEVICES SHOWN SHALL BE IN PLACE AT THE END ' 20 \ 36'X40' 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 j ,� AND PIPES OF ADJACENT PROPERTIES AND DESILTING BASINS AND THE BASINS PUMPED DRY. ANY GRADED SLOPE BMP'S DAMAGED DURING A RAINSTORM 37 SHALL ALSO BE IMMEDIATELY REPAIRED. FAILURE TO PROVIDE EFFECTIVE MAINTENANCE MAY RESULT IN PENALTIES. 15. DISCHARGING OF CONTAMINATED SOILS NA SURFACE EROSION IS PROHIBITED. - 22 16. CONSTRUCTION ACCESS POINTS SHALL BE STABILIZED WITH A COMBINATION OF ROCK AND SHAKER PLATES YEAR-ROUND TO PREVENT TRACK-OUT. / -`\ 23 38 \ ROUTINE STREET SWEEPING SHALL BE PERFORMED ON ALL PAVED STREETS WHERE TRACKING IS OBSERVED. VACUUM SWEEPERS SHALL BE USED WHEN STREET SWEEPING BECOMES INEFFECTIVE. ' 362X40' ' / \� \ \ 39 NPDES/STORM WATER POLLUTION NOTES 19 25 /. / 63 \ 40 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 � / � TR 21 84 \ � 41 HANDBOOK I WEBSITE FOR CONSTRUCTION TO RETAIN SEDIMENTS FROM AREAS DISTURBED ONSITE TO THE MAXIMUM \ / \ `\ 22 /f EXTENT PRACTICABLE. THE EROSION CONTROL MEASURES INCLUDE THOSE SHOWN ON THIS PLAN AND APPLICABLE , \ q 1 17 SWPPP AS WELL AS ANY ADDITIONAL EROSION CONTROL MEASURES (E.G., HYDROSEEDING , MULCHING OF STRAW, \ / 58 \ / 65 �• / �� TYP GRAVEL-BAGGING , DIVERSION DITCHES, RETENTION BASINS, ETC.) DICTATED BY FIELD CONDITIONS TO PREVENT EROSION p;, ` / 70 AND/OR THE INTRODUCTION OF DIRT, MUD OR DEBRIS INTO EXISTING PUBLIC STREETS AND/OR ONTO ADJACENT �� \` 2 "`�Y` 3 23� $] // 44 I / PROPERTIES DURING ANY PHASE OF CONSTRUCTION OPERATIONS. 2 \ \\ 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 3 CITY OF LAKE ELSINORE. / \�� 14 �� `� 1i / 71 I / 3.CONSTRUCTION SITES SHALL BE MAINTAINED IN SUCH A CONDITION THAT AN ANTICIPATED STORM DOES NOT CARRY \ `` 4 \ 55 68 1 T1 45 WASTES OR POLLUTANTS OFF THE SITE . DISCHARGES OF MATERIAL OTHER THAN STORM WATER (NON-STORM WATER) ��'' \ 13 ARE PROHIBITED EXCEPT AS AUTHORIZED BY AN INDIVIDUAL NPDES PERMIT UNDER THE STATEWIDE GENERAL PERMIT - \ 20 \� %� 72 CONSTRUCTION ACTIVITY. r / �\ $ �\ $4 87 ' 4.POTENTIAL POLLUTANTS INCLUDE BUT ARE NOT LIMITED TO: SOLID OR LIQUID CHEMICAL SPILLS; f 35 i 12 \\ / 46 WASTES FROM PAINTS, STAINS, SEALANTS SOLVENTS DETERGENTS GLUES LIME, PESTICIDES HERBICIDES, A E73 FERTILIZERS, WOOD PRESERVATIVES, AND ASBESTOS FIBERS PAINT FLAKES OR STUCCO FRAGMENTS; FUELS, OILS w�r 34 �/ / �/ \ 6 CT 53 LUBRICANTS, AND HYDRAULIC, RADIATOR OR BATTERY FLUIDS; CONCRETE AND RELATED CUTTING OR CURING RESIDUES; BO DARY \ \ \ S2 FLOATABLE WASTES ; WASTES FROM ENGINE/EQUIPMENT STEAM CLEANING OR CHEMICAL DEGREASING; WASTES FROM �� ] 10 STREET CLEANING; AND SUPER-CHLORINATED POTABLE WATER FROM LINE FLUSHING AND TESTING. DURING 33 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 32 ./ 47 8 9 \ A WITH LOCAL, STATE AND FEDERAL REQUIREMENTS. 49 \. 75 / 49 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. \, 31 �� i/ '� 50 ` 9 8 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 `,`�� 10 7 � PROPERTIES BY WIND OR RUNOFF. j SI \ .\ 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-LINES. 2 I 31920'"'2 52 \.B.ALL.PORTABLE MIXERS SHALL HAVE PLASTIC LINERS UNDERNEATH WITH GRAVEL BAGS PLACES ON THE DOWN-HILL SIDE 24 29, / �- \� \ 20. \ 5 OF THE LINERS TO CONTAIN DISCHARGES. 1 43 / 1 12 Try \ 9.CONTROLLED STREET WASHING WILL ONLY BE ALLOWED PRIOR TO THE APPUCATION OF ASPHALT SEAL COATS AND ONLY 1 1 41 40 3s 4 3 2 1 `;. LEGEND WHEN ALL PERTINENT DRAINAGE INLETS ARE PROTECTED. 4 �\ �� 42 38 TRACT 28 10. ALL CONSTRUCTION CONTACTORS AND SUBCONTRACTOR PERSONNEL ARE TO BE MADE AWARE OF THE REQUIRED / 36'X 'I 36X BOUND BMPS AND GOOD HOUSEKEEPING MEASURES FOR THE PROJECT SITE AND ANY ASSOCIATED CONSTRUCTION STAGING AREAS. 11.0ISCHARGING CONTAMINATED GROUNDWATER PRODUCED BY DEWATERING GROUNDWATER THAT HAS INFILTRATED INTO THE CONSTRUCTION SITE IS PROHIBITED. DISCHARGING NON- CONTAMINATED GROUNDWATER PRODUCED BY DEWATERING tom... TYP _ 14 $g /t 4 GRAVEL BAGS ACTIVITIES MAY REWIRE A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT FROM THE 1 20 26 - _-_ - ___ __ 57 / REGIONAL WATER WAUTY CONTROL BOARD. -- 4,/ 0' so _ 12. STORM WATER RUNOFF SHALL NOT BE DIRECTED OVER ANY SLOPES WITHOUT PERMANENT DOWN DRAINS INSTALLED. - , / 23 15 - DIRECTION OF OVERFLOW DRAINAGE FLOW EROSION AND SEDIMENT CONTROLS INCLUDING MAINTENANCE ARE REQUIRED ON ALL EXPOSED SLOPES UNTIL SUFFICIENT 36'X40 24 19 18I / --- PERMANENT LANDSCAPING HAS BEEN ESTABLISHED. 100% SLOPE PROTECTION MUST BE IN PLACE PRIOR TO THE / 1 ice--- ISSUANCE OF THE FINAL CERTIFICATE OF OCCUPANCY. „ iTA �.., 23 20 L,(J i FIBER ROLL 13. VEGETATION CLEARING AND BRUSHING ACTIVITIES SHALL NOT BE INITIATED DURING THE WET SEASON ON ANY SITES 20 ^� Lla 120 24 \ WHICH ARE NOT ADEQUATELY PROTECTED WITH DESILTING BASINS OR OTHER TEMPORARY DRAINAGE OR CONTROL - / - MEASURES. 1 � �� 14. STOCKPILES OF SOIL SHALL BE PROPERLY SECURED WITH BMP'S TO ELIMINATE OR REDUCE SEDIMENT y,.,_ --�- / �\ 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) 1 n /� - AS REQUIRED BASED ON SITE RISK LEVEL OR AS MANDATED BY THE SANTA ANA REGIONAL BOARD NPDES PERMIT, 2 Q/ 1 3'X40' V L'� �HjG20GENERAL PERMIT- CONSTRUCTION ACTIVITIES. j 40 39 38 3 37 333666 35 1 7 6 -"`"",• / / / / �i1 16. AT THE END OF EACH DAY OF CONSTRUCTION ACTIVITY, ALL CONSTRUCTION DEBRIS AND WASTE MATERIALS SHALL BE 54 COLLECTED AND PROPERLY DISPOSED OF IN TRASH OR RECYCLE BINS. SM / 17, THIS SITE HAS OBTAINED A NATIONAL POLLUTION PREVENTION ELIMINATION SYSTEM (NPDES) PERMIT TO REGULATE r 1 f //LOT 94 MUNICIPAL AND INDUSTRIAL STORM WATER DISCHARGES. NPDES WDID,y 8 33C358736 DATE WDID ISSUED: 06/23/10 18. THE UNDERSIGNED CIVIL ENGINEER, A QUALIFIED QSP AND/OR QSD WILL REVIEW PLACEMENT OF EROSION CONTROL AND INSURE THAT WORK IS IN ACCORDANCE WITH THE APPROVED PLANS. NOTE: ALL SUMP BASINS TO / � GRAPHIC SCALE 45k?) BE PUMPED DRY AFTER MARK 1. MIKA IN.G.E. NO. 4599bb EXP. 12 31 1 DATE EACH RAIN STORM 8 Wb 6v 8/Jo i 1 inch/8 mh 80) s 80 r< ECOLOGIST SOILS ENGINEER OWNER REVISIONS: PREPA UNDER SUPERVISION OF: SCALE: WILSON MIKAM► CITY OF LAKE ELSINORE G3SgLM10RKS, INC. G3SOILWORKS, INC. McMIWN SUMMERLY, LLC e�� wI scoTr M.WILsaT o�iE CORPORATION (FOR LOTS 35, 37 &38) SHEET 9A y o''�' RCE NO.49884 EXP. 9-30-18 DATE: 9 CORPORATE PARK T. 949-679-0090 EROSION CONTROL PLAN g 350 FISCHER AVENUE 350 FISCHER AVENUE 4343 VON KARMAN AVENUE, CITY OF LAKE ELSINORE W H 'o No.49884 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE F: 949-679-0091 OF p 9 COSTA MESA, CA 92626 COSTA MESA, CA 92626 SUITE 350 130 SOUTH MAIN STREET ADDED IN-TRACT LOT&STREET ROUGH GRADING �Z- * APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND RVINE 1 CA 92606 TR.31920-1 DDA PHASES E AND G PH: 714-668-5600 PH: 714-668-5600 NEWPORT BEACH, CA 92660 LAKE ELSINORE, CA 92530 Exp.B/b/18 * STA AWS, DAP MIT CAN E ISSUED. BENCHMARK: MARK DESCRP110N BY APPR. DATE �fA c[va �P RNERSIDE BENCHMARK NO.BM E-3-70.aFV.1279.029. BRASS DISC IN CONCRETE POST 7V NORTH OF"T" SUMMERLY DEVELOPMENT FILE NO. www.g3sodworks.com www.g3soilworks.com T(949) 955-0984 T(951) 674-3124 /F p apt\F DATE: _2_ NERSEcnoN OF CommN STREET Nro MISSION TRAIL27'FAST OF THE CENIERl1NE OF MISSION TRAIL DESIGNED BY: WMC DRAWN BY: WMC eAs15 of BEARInG: TRACT 31920-21 / 31920-22 �q• ��1 IA F(949) 955-9429 F(951)674-8761 BR FAGRELL,RC 4 20, CITY ENGINEER EXP.6-30 19 CENTER INE OF C7EA STNEEf,BBNG N5T52'181Y,BETWEEN MOTH MENIS 3 M0 4,LNG HE CEN ERU CHECKED BY: S.WALSON PROJECT MANAGER:S.WALSON NTERSE of CEREAL STREET eHD 1T aN sTREEr uw coRr9ON STREET. -- -- Runoff w;th sediment _ i =Itered woter C b inl t _ __ v 0—Now GRAVEL BAG(1 WIDE 12 HIGH) - v __..- L ,4." BURY BAG 1/2 BAG HEIGHT — — EROSION CONTROL NOTES � Ivor- ROW� \ \ [1 FLOW- ..may �s :J� !� '. --- -= 20 INSFALL GRAVELBAG PER DETAIL A ON SHEET 15. __ __ _ I 21 CONSTRUCT STPBIUZED CONSTRUCTION ENTRANCE PER CASOA TC-1 AND DETAIL'O'ON SHEET 3. STAGGER BAGS L-Sediment 22 INSTALL FUTURE CATCH BASIN INLET PROTECTION PER CASQA 5E-10 AND DETAIL"B"ON SHEET 15. / + concrete block m- Horawars,aoth 23 INSTALL STREET DESILTING BASIN WITH VEHICLE ACCESS RAMP PER DETAIL'R'ON SHEET 3. lengthwise on ides Q —� �—�-- ®perimeter orsopeo�oq liorawore omtn or Were me 24 INSTALL SILT FENCE PER DETAIL'S'ON SHEET 3. a>r wire mesh - Carb inlet 26 INSTALL HYDROMULCH ON SLOPES. NW B°"K0 wT t • MATRIX HYDROMULCH ON ALL PADS GRAVEL BAGS 0 WIDE X 2 HIGH) B TYP. FUTURE CATCH BASIN INLET PROTECTION GENERAL NOTE INSTALL BONDED FIBER Lw 2a i NOT TO SCALE NOT TO SCALE -� CASOA 5E-10 DRAIN INLET PROTECTION - TYPE 4 24 24 LIMITS OF FIG OM94V LEGEND TMP SEE SHEET 14 TRACT M920-0 20 LUIS 0G DDA PHASE E_ ,/ L�7r 36'X40' / \\\ \�\ - GRAVEL BAGS or uxE 23 \T IN OF OF�BOUNDW 11 o 20 G MOVING 20 VILLAGE PARKWAY _ __ 20 24 - \t\ DIRECTION OF OVERFLOW DRAINAGE FLOW IT FIBER ROLL It It tl / 36'X40' 20 _ 2T "`/ / /// /// I I II It I -- 23 20 FUTURE TRACT , NOTE: ALL SUMP BASINS TO BE ,� I TR. 31920-25 BOUNDARY j DAYLISAT LNE I ,/ / ( PUMPED DRY AFTER EACH RAIN LOT 27 FUTURE TRACT I I I I �� / STORM BOUNDARY _ \ _ UIMI75 OF C ClMDING AND 7RA BOUNGHRf' I I I FUTURE I I I TR. 31920-23 I I LOT 26 III PROPOSED DA PHASE I SEDIMENT BASIN#8 I II I I k anxwr / Lar30 Lar'AF I I I I I I EXISTING r r/ LIMI75 OF E/G OWING � I I j I I I r SEDIMENT BASIN#5 r I / RE / T 1920-20 ar 23 I FUN T UNRY�' 1 Aw eot�aTR✓ \ I I v R4)11GMIINE` W JE LOT'Ai9' \ ry4I v LOT'Al I � / uwis OF E/G AND PM1tlIECi M HAL'E_�ti GRAPHIC SCALE 0 - \ ul/s n E/9 rAI9E+9 26 w eo Teo axo a SEE SHEET 16 WE SHEET 17 ( IN FEET) #JlJb '�V 3/2G i to L wee= BD tE REVISIONS: PREPARE UNDER SUPERVISION OF: SCALE: WILSON MIKAMI CITY OF LAKE ELSINORE ENGINEERING GEOLOGIST: SOILS ENGINEER OWNER etoTTssl 3!4 M o IL r CORPORATION SHEET 15 G3SOILWORKS, INC. G3SOILWORKS, INC. McMIWN SUMMERLY, LLC (FOR LOTS 35, 37&38) �\ / SCOTT M.WILSON DATE g 350 FISCHER AVENUE 350 g CORPORATE PARK T: 949-679-0090 EROSION CONTROL PLAN o RICE NO.49884 EXP. 9-30-18 DATE:FlSCHER AVENUE 4343 VON KARMAN AVENUE, CITY OF LAKE ELSINORE w» :� SUITE 10o F: 9as-679-oosl OF COSTA MESA, CA 92626 COSTA MESA, CA 92626 SUITE 350 130 SOUTH MAIN STREET m No.49884 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE IRVINE CA 92606 TR. 31920-1 DDA PHASES E AND G so APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND PH: 714-668-5600 PH: 714-668-5600 NEWPORT BEACH, CA 92660 LAKE ELSINORE, CA 92530 * Exp.9/]0/19 f / BENCHMARK: www.g3soilworks.com www.g3soilworks.com MARK DESCRI IIDN BY APPR. DA E sr GT n ,P STATE ws,AN A P IT CAN BE ISSUED. RIVERSIDE BENCHAARI(NO.BM E-3-70.ELEV.1279.829. BRASS DISC IN CONCRETE POST 72'NORTH OF r SUMMERLY DEVELOPMENT FILE NO. 9 9 T(949) 955-0984 T(951) 674-3124 OF Cp N", DATE: 3'30-►$ INTERSECTION OF CORYDON STREET AND MISSION TRAIL 27'EAST OF THE CENTERUINE OF MISSION TRAIL 17 ( ) ( ) DESIGNED BY: WMC DRAWN BY: WMC BASIS CENfJERUNE OF BEARING: n/+LCT V 1920-20, 23 AND 25 F 949 955-9429 F 951 674-8761 CHECKED BY: S.WILSON PROJECT MANAGER:S.WILSON BRAD FAGRELL RCE 439 CITY ENGINEER EXP.6-30-19 INTERSECTIONS OF�CEREV STREET EAND NSTONEMAN STREET AND CEREALMONUMENTS AND AD CORNDG THE STREET. R NE l�.a�f♦ i ROff lh ediment eo .e water '- — C b nlet ti GRAVEL BAG(1 WIDE x 2 HIGH) * -�+ - --- --. l _.: + 7a' �� IiL BURY BAG 1/2 BAG HEIGHT -` _- `- EROSION CONTROL NOTES — FLOW ,- -= 20 INSTALL GRAVE ROW PER DETAIL"A"ON SHEET 15A. CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE PER CASOA TC-1 AND DETAIL'0'ON SHEET 3. - / l STAGGER BAGS - �, net I 22 INSTALL FUTURE CATCH BASIN INLET PROTECTION PER CASOA SE-10 AND DETAIL"B"ON SHEET 15A. 23 INSTAL STREET DES LTIN BAST Co mrete block.a d I'.g a ,�niom I N WITH VEHICLE ACCESS RAMP PER DETAIL'R'ON SHEET 3. lengmw se on saes I G a �,,,�� -' _— ape.meter oI 24 INSTALL SILT FENCE PER DETAIL'S'ON SHEET 3. — oneo n • -- -- -- — rvoed^orehdotn or Curb n-et 26 INSTALL HYDROMULCH ON SLOPES. AAA // \ A GRAVEL BAGS (1 WIDE X 2 HIGH) B TYP. FUTURE CATCH BASIN INLET PROTECTION GENERAL NOTE: INSTALL BONDED FIBER MATRIX HYDROMULCH ON ALL PADS �•-•�. CALE 24 \ NOT TO SCALE CASOA SE-10 DRAIN NOT INLET TO S PROTECTION - TYPE 4 rJ 24 \ 136X40' _ 23 6 r 51 28 LEGEND 7 27 50 TYP. SEE� D _SHEET MAC} TRACT 31920-19 LOT ArT" 2, � 2D 26 , 25 ,`-- -- A P AS E -- +� ;; /'x4D• ,I GRAVEL BAGS 36'x40' 47 ( 36'xao' / 24 23 22 21 20 19 16 1TQr��, 9 1 23 E 23 20 W O I A I A APPL �' ( VILGE P I KWA Da I p0 �\ — DIRECTION OF OVERFLOW DRAINAGE FLOW I� --- - zD .. I R � R30 rr w.sr�+s°'+''- \ a5 '� 24 FIBER ROLL II 36' 0' 52 I 44 I 11 II 77 23 II I 1, �I TYP.76 53 , i 43 2 40 39 38 3 3 37 36 35 34 i 7 g20 5 - 12 II 2D 11 II ,l 75 3 �- -_--$ -- = 3 LOT 34 13 II I , 23� p I II 13s'X40' I° Q 2 / > / l '1 7a 55 II a i� _-- 3= - - - - _ / / /' � �,� �% � NOTE ALL SUMP BASINS TO BE III II II I II at 1 z340 32 23 8 \ /f l :... / / � � � � `' �� PUMPED DRY AFTER EACH RAIN I1 73 �I 40 It ,I I` BOUN 101 21 ' ` ., ., STORM � 6 42 � TRACT 9 100 99 > �I I 1 �I I II — � t I 72 I � 7' �� 7 20 I II � III I II � � / �/ 36 =240' / II 58 `I 38 I , t 1 /j r l 95 r 48 \\ 2, —_ 42 tl U 44 LLI l 29 96 �49 57 97 r r� 17 II 70 59 i I ;I 8 I II TR 25 all I I 11 I1 I II t1 I 3 PI Ii 1 �•23�' ��\� \ . 362'3X 40' 52 9 III 36�0' /1 TYP. i 6' 6 56 69 � 20 40 1I /- 1 l II 67 1 ' LOT3Dc "A F' Be 6 5 20 I 661 2 't,I Il ldII 1 I 1 13 23I I 1 I1 Il II 2 92 86 8 , �tI I323L 8 4 s 06'� 3 9 35 11 47 54 X40' U 38'36'X 1 14 i 34 I II90 73 36'X40 12 I 1t — 53 III ` 65� � 37 21 49 1 I391 ;52 1 'X40' 85 II 76 64 36 .1 123 16 64 II TRACT 35 _3600r I 50 51 360 22 77 /„!/ /j— 20 II j 93 83 ` ` �. I 80 � �234 62 6t � � 34 23 t 24 25 26 27 2L8�"A29 Lp7• t I I 31 I GRAPHIC SCALE 26 to t , rn 26 , , t , i — ---------- ' IN FEET i in h=80,ft 4j0b 6V P/30 /if ENGINEERING GEOLOGIST SOILS ENGINEER OWNER: REVISIONS: PR UNDER SU ERVISION OF: SCALE: WI L S®N M 1 KAM 1 CITY OF LAKE ELSINORE G3SOILWORKS, INC. G3SOILWORKS, INC. McMILLIN SUMMERLY, LLC (FOR LOTS 35, 37&38) l 1.NI, SCOTT M.OLSON DATE t6 C O R PO RAT I O N SHEET 15A y o RCE N0.49884 EXP. `9-30-18 DATE: 9 CORPORATE PARK T: 949-679-0090 EROSION CONTROL PLAN 350 FlSCHER AVENUE 350 FlSCHER AVENUE 4343 VON KARMAN AVENUE, 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 ADDED IN-TRACT LOT&STREET ROUGH GRADING 'IZ 1 * No.49884 A THESE PLANS HAVE BEEN REVIEWED FOR COMPUANCE WITH THE IRVINE,CA 92606 TR. 31920-1 DDA PHASES E AND G 18 PH: 714-668-5600 PH: 714-668-5600 NEWPORT BEACH, CA 92660 LAKE ELSINORE, CA 92530 e.p sAwrte f APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND BENCHMA K: MARK OESCRP,ION BY APPR. DATE 'rfA CrvLL \P STATE AWS,A A IT CAN E ISSUED. RIVERSIDE BENCHMARK NO.SM E-3-70.ELEV.1279.829. BRASS DISC IN CONCRETE POST 72'NORTH OF Y SUMMERLY DEVELOPMENT FILE N0. www.g3solworks.com www.g3soilworks.com T(949) 955-0984 T(951) 674-3124 /f pT Op\F GATE: -�I-1 N ERSECTION OF CORYDON STREET AND MISSION TRNL. 27'EAST OF THE CENTERLINE OF MISSION TRAIL F(949) 955-9429 F(951)674 8761 DESIGNED BY: WMC DRAWN BY: WMC BRAD FAGRELL,RCEg 43 0, CITY ENGINEER EXP.6-30 19 BASIS BEARING: EOFICERE STREET,BEING N5T52'48'W,BETWEEN MONUMENTS 3 AND 4,BEING THE CEN,ERUNE TRACT 31920-20, 23 AND 25 CHECKED BY: S.WILSON PROJECT MANAGER:S.IMLSON INTERSECTIONS OF CEREAi STREET PND STONEMAN STREET AND CEREAL STREET AND CORYDON STREET. LOT 31 \ \ \ \ LOT 36 94, \ \\\ \\ LOT 30 IX Rt SLOPE --d/ \ He9'u's9•v L.toBuaT' nuns -AfT"' �- '\1 NNE-.iTf \\.l \\ \\\ \\\ snf .VO BINONI \\ y ' T ------ \ \ r= \\ LOT30\ rzzo WNW ACRNu\ --- _ \\ \ A \\ \ \�{ ` f0ior "` Or IN wm Ulu 26 LOT NIe LOT'AR' \ ', �eSWw \ \\ \ y - ARMgID r rwr errs a 4s NM+wn PrtI91ND fi 1N+t _ t A. kl$Q+E _ ` nic-t Bd t'T".*�r'f, IX MVKTIX N12L To gM NO Pr1OSECf N PACE�� _� \\ 41•\ \ \ rms CB 26• IX xl\ \ I ..— �•\ \ \ a 20 1103 GB 11 ONG TOE OF SL P z 26 % I I R —\ \II 1 \ fi Ina amvvED�.BORROW SRE NO.1 ,- ? \1 II 24 Ts LOT 37 \� i LOTI3S BORROW SITE NO.2 ALO TOE of SLOPE — �\\ sr PICI LOT 38 NR" \ 26 I '"P1Aa I I I V /'AV VFROOM NN OWE �- \ \� \ I exrnw'm'°'ANL I I ��--✓'� --/m - cgsl \ \\� um a rdt cwNm I I I �l TOE OF SLOPE \ \ Im 12115 0-- \ ---rzm---- " I I I z, 11 AMBfIX ETL owMR z,I zrI— zt zI \ w \\ 28 i v 11I ..• N M X AM v \ wrEA,LIrzu,s ayr sa ai vcaaowv 2a6LOT O5u uavoxlza 26 Aaan wW uc If "x+ET r.xr aarc v y _ • :. — — — Rmnr yw�-`�easac area srrrtn — — — I - -_ gqy try �� rvnnnv[rtA,'uz y �rxrsc taro smm ymrNr-0r-wr ro er wwmZ- __� _ -- -' - - Bd,P6F JtlfdlE✓L� - - ��' - ._. _.-. _ �- —r.-- _ -- 0.SM - - �IX.EOn'ON WIWO(,TMD \.a `RW I I PPO, N—M) A11LT lAf 1!r 11I,ef rlaoi `A mm SIPEET \IX I wIa mw9M r9I7 BJIMOWY .SLE IIl7f lOUAI06 .,___......._, IX 16 w1E%K\ -mom m RAM .. :.... SAL�T -aflFAl Sf.¢ i i'y ..................m.m ..,......_...,. _...°.�....... ..-` ....... _._. ....... SST. J IX/6 w -(EGLL N. EIrEN6 WY aE\ SI if Er - �. �EREA�TREEr - - - - - - -�, - - - - - - LEGEND EROSION CONTROL NOTES 20 INSTALL GRAVELBAG ROW PER DETAIL"A"ON SHEET 15. _ - 21 CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE PER CASQA TC-1 AND DETAIL'Q'ON SHEET 3. GRAVEL BAGS 22 INSTALL FUTURE CATCH BASIN INLET PROTECTION PER CASQA SE-10 AND DETAIL"B"ON SHEET 15. - DIRECTION OF OVERFLOW DRAINAGE FLOW 23 INSTALL STREET DESILTING BASIN WITH VEHICLE ACCESS RAMP PER DETAIL'R'ON SHEET 3. 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 W w 00 160 3T0 ( IN FEET) V/Jb p V .3/24 /I a inch= BD ft. ENGINEERING GEOLOGIST-- SOILS ENGINEER: OWNER: REVISIONS: PREPA UNDER S PERVISION OF: SCALE: WILSON MI KAMI CITY OF LAKE ELSINORE PROFESS/ Zs—/g C O R PO RATIO N G3SOILWORKS, INC. G3SOILWORKS, INC. McMILLIN SUMMERLY, LLC (FOR LOTS 35, 37&38) ��r�� SCOTT M.WILSON DATE SHEET 16 v g RCE NO.49884 EXP. 9-30-18 DATE: 9 CORPORATE PARK T: 949-679-0090 EROSION CONTROL PLAN 350 FlSCHER AVENUE 350 FISCHER AVENUE 4343 VON KARMAN AVENUE, CITY OF LAKE ELSINORE _ SUITE 100 F: 949-679-0091 of 17 y COSTA MESA, CA 92626 COSTA MESA, CA 92626 SUITE 350 130 SOUTH MAIN STREET No.49884 THESE PLANS HAVE BEEN REVIEWED FO2 COMPLIANCE WITH THE IRVINE,CA 92606 TR. M20-1 DDA PHASES E AND Ca PH: 714-668-5600 PH: 714-668-5600 NEWPORT BEACH, CA 92660 LAKE ELSINORE, CA 92530 * E.y rnoT+n f APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND BENCHMAPo: MART( DESCRIPTION BY APPR. DATE ,1y9 crvn �@ STATE LAWS,A D A PERMIT CAN BE ISSUED. RNERSIDE BENCHMARK NO.BM E-3-70.El".1279.829. BRASS DISC IN CONCRETE POST 72'NORTH OF SUMMERLY DEVELOPMENT FlLE NO. WWW.g3soIIWOf1Cs.COm WWW.g36011WOTi(s.Com T(949)955-0984 T(951) 674-3124 �f \( INTERSECTION OF CORDON STREET AND MISSION TRAIL 27'EAST OF THE CENTERUNE OF MISSION TRAIL, DESIGNED BY: WMC DRAWN BY: WIdC EF CAl DATE: 3 3O-1 BASIS OF BEARING A®�� F(949) 955-9429 F(951) 674-8761 BRAD FAUN LL,RCE/ 20, CITY ENGINEER EXP.6-30-19 CENTERUNE OF CEREAL STREET,BEING N5T52'48X BETWEEN MONUMENTS 3 AND 4,BEING THE CENTERUNE BORROW SITES NO. 1 AND 2 CHECKED BY: S.WILSON PROJECT MANAGER:S.WILSON INTERSECTIONS OF CEREAL AND STONEMAN STREET AND CEREAL STREET MID CORYOON STREET. LOT 31 LOT 36 94, \ LOT 30 — — LOT'AW�} \ \\\\\\ 22 LOT30 21 \ \ V1 'S 6 zr• ""YYT"' 26 r Im 1T65 TOE OF SL 1T0z a \ \\ LOT 37 /�� l LOT 35 I ALO TOE OF SLOPE LOT 38 f N 26 I NG TOE Of SLOPE I � I I .rTs ce Izoz . I I I I Izro �� rzw \ I I I 1215 zm m zas ce zro —� \ `\ T' --------31—— —Tr 26 I I zE ITr 26 zlo— I I T, Ww wo- } I I ar r,/M }" uwrs a r/c clauwc 26 26 1 I \ —— — — — — — A— — — — — — — — — — — — — — — — — —__—1— ate— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - - - ------- - - - - - - --I- - - - —— — — - — — — � ,>Ucreaµum ror,�►m�ersmo-, � rRlcrawwl ;. \IX.Ep50H GIXIWR(rTAY) I I — _ CEF AL STREET CEREAL ET=1- - - - - - - - _ - -_ - - - - - - - - - - - LEGEND EROSION CONTROL NOTES 20 INSTALL GRAVELBAG ROW PER DETAIL"A"ON SHEET 15A. 21 CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE PER CASOA TC-t AND DETAIL'0'ON SHEET 3. -moo 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 ROW 24 INSTALL SILT FENCE PER DETAIL'S'ON SHEET 3. FIBER ROLL 26 INSTALL HYDROMULCH ON SLOPES. M - GENERAL NOTE: INSTALL BONDED FIBER MATRIX HYDROMULCH ON ALL PADS GRAPHIC SCALE IN rm 'NOD o J t/10 /if 1 lnch d BO t!. LNG GEOLOGIST SOILS ENGINEER OWNER REVISIONS: PR,••==E\„PA UN ER SUPERVISION OF: SCALE: W1LSON M1KAMI CITY OF LAKE ELSINORE RpOFLSS/L 6-Ze !B G3SOILWORKS, INC. G3SOILWORKS, INC. MCMILLIN SUMMERLY, LLC �� \ w A SCOTT M.WILSON DATE C O R PO RA TI O N 164 (FOR LOTS 35, 37 &38) y`o\ }o RCE NO.49884 EXP. 9-30-18 DATE: 9 CORPORATE PARK T: 949-679-0090 EROSION CONTROL PLAN SHOT y 350 FISCHER AVENUE 350 FISCHER AVENUE 4343 VON KARMAN AVENUE, CITY OF LAKE ELSINORE W« SUITE 100 �p 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 F: 949-679-0091 OF p 9 1 ADDED IN-TRACT LOT&STREET ROUGH GRADING -IQ-8 * E•P.V�OfL * APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND IRVINE,CA 92606 TR.31920-1 DDA PHASES E AND G PH: 714-668-5600 PH: 714-668-5600 NEWPORT BEACH, CA 92660 LAKE ELSINORE, CA 92530 BENCHMARK: SUMMERLY DEVELOPMENT FILE NO.MARK DESCRIPTION BY APPR. DAIS ✓) C,vR �P STATE LAWS,AND A PERMIT C BE ISSUED. RIVERSIDE BENCHMARK N0.BM E-3-TO.ELEV.1 TRAL 9. BRASS DISC w CONCRETE POST IS NlM1N OF 7 www.g3soflworks.com www.g3soilworks.com T(949) 955-0984 T(951)674-3124 9�0 IM DATE: -12-I BASISECTgN OF CORWXN STREET AND MISSION TRA@ 27'EAST OF llff CENIERl1NE OF Y550N TRNL 0116 e ( ) ( ) DESIGNED BY: WMC DRAWN BY: WMC BASIS U E OF CEREAL BORROW SITES NO. 1 AND 2 1� n F 949 955-9429 F 951 674-8761 BRAD FAGRELL,RCE 920, CITY ENGINEER EXP.6-30 79 CENTER INE OF CERFA STREET,BEING N5752'4ew,BETWEEN MONUMENTS 3 AND 4,BEING HE CEN ERLINE CHECKED BY: S.MLSON PROJECT MANAGERS S.WILSON INIQtSEC710N5 OF CEREAL STREET AND STONEMAN STREET AND.CEREAL STREET AND CORYDON STREET. 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LTMCT 31920-18 / TRACT 31120- CONSTRSTABILIZED CONSTRUCTION ENTRANCE PER CASOA TC-1 AND DETAIL'0'ON SHEET 3. INSTALL FUTURE CATCH BASIN INLET PROTECTION PERCASOA SE-10 AND DETAIL"B"09 SHEET-15.INSTALL STREET DESILTING BASIN WITH VEHICLE -- -- ---- __--.. TN1CT a7MvaiRr �- LIMITS OF qG GRADAC - �IX E ACCESS RAMP PER DETAIL R ON SHEET 3. II Ijl� 1 iI ...._ �. 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McMIWN SUMMERLY, LLC (FOR LOTS 35, 37&38) %v\r► f SCOTT M.WILSON / DATE CORPORATION n CITY OF LAKE S 350 FISCHER AVENUE 350 FISCHER AVENUE 4343 VON KARMAN AVENUE, o RCE NO.49884 EXP. 9-30-18 DATE: 9 CORPORATE PARK T., 949-679-0090 EROSION CONTROL PLAN SHEET W H COSTA MESA, CA 92626 COSTA MESA, CA 92626 SUITE 350 130 SOUTH MAINN STREET No.49884 THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE WITH THE SUITE 100IRVINE,CA 92606 F: 949-679-0091 TR. 3S20-1 DDA PHASES E AND G OF 17 0 4F APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND BENCH PH: 714-668-5600 PH: 714-668-5600 NEWPORT BEACH, CA 92660 LAKE ELSINORE, CA 92530 `"P R720718 RNNSMAR" SUMMERLY DEVELOPMENT Fl!F NO MARK DESCRN'llgl By pppR, DATE Jf cEva �p STATE LAMS, DAP IT CAN BE ISSUED. RNQt51DE BENCHMARK NO.BM E-3-70.ELEV.1279.829. BRASS DISC w CONCRETE POST 72'NORTH OF Y www.g3sollworks.com www.g3sollworks.com T(949) 955-0984 T(951) 674-3124 r�F e6 INTERSECTION OF CORMON 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 CAL DATE: 3'30^/$ BASIS OF BEATRNG ( ) ( ) CHECKED BY: S.WILSON PROJECT MANAGER:S.WILSON BRAD FAGRELL,RCE�43 0, CITY ENGINEER EXP.6-30-19 CENTERLINE OF CEREAL STREET,BEING N5Z52'4a W.BETWEEN MGNUMENTS 3 AND 4,BEING THE CENT08ENE BORROW SITE NO. 2 '4 •,/Y� CITY OF TAKE FLSIINTERSECTION$OF CEREAL STREET AND STONEMAN STREET AND CEREAL STREET AN CORYDON STREET. SEE SHEET 15A \ - - -- - n - _2 —LOT'AY 8 19 0i 21 22 24 25 'm27 t II 26 \ , 22 / 1215 , . ; ; `,i ., ,,,��,. , � ,t` LEGEND Q O - v,a -21 _-,, t y4 72gq 1Z7 - 6 ms 'zi�-121 -121 -2' -ALO OF SLOPE 24 - GRAVEL BAGS AL TOE OF SLOPE � 24 ALONG TOE OF SLOPE za DIRECTION OF OVERFLOW DRAINAGE FLOW .I� r215 ALONG TOE SLOPE J - - - 'i w N FIBER ROLL - v - 21 24 . 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WILSON MIKAMI CITY OF LAKE ELSINORE ENGINEERING GEOLOGIST- SOILS ENGINEER: OWNER �_may 2s'Q PAOTESSI G3SOILWORKS, INC. G3SOILWORKS, INC. MCMILUN SUMMERLY, LLC ° r COTT M.WLSON l DATE CORPORATION (FOR LOTS 35, 37 be 38) o� sod SHEET nA RCE N0.49884 EXP. 9-30-18 DATE: 9 CORPORATE PARK T: 949-679-0091 EROSION CONTROL PLAN g 350 FlSCHER AVENUE 350 FlSCHER AVENUE 4343 VON KARMAN AVENUE, CITY LAKE ELSINORE : SUITE too �p z " No.asesa A THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE NTH THE F: 949-679-0091 OF p y COSTA MESA, CA 92626 COSTA MESA, CA 92626 SUITE 350 130 SOUTH MAIN STREET 1 ADDED IN-TRACT LOT&STREET ROUGH GRADING -j,18 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND IRVINE,CA 92606 TR.31920-1 DDA PHASES E AND G PH: 714-668-5600 PH: 714-668-5600 NEWPORT BEACH, CA 92660 LAKE ELSINORE, CA 92530 a„v o7soz,e * BENCNM MARK DESCRIPTION BY APPR. DATE J} crvl� �P STA LAWS,AND A PERMIT C BE ISSUED. RNERSIDE BENCHMARK N0.BM E-3-70.ELEV.1279.829. %t0.55 DISC w CONCRETE POST 7Y NORM�'Y SUMMERLY DEVELOPMENT FILE N0. www.g3sdworks.com www.g3sollworks.com T(949) 955-0984 T(951)674-3124 9? � cn�F� unTE: a_)Z_�S INTERSECTION OF CORYDON STREET AND MISSION TR4_ 27'EAST OF THE CENTERLINE OF MISSION TRNL ^' ( ) ( ) DESIGNED BY: WMC DRAWN BY: WMC BASIS Cf BEARING BORROW SITE NO. 2 F 949 955-9429 F 951 674-8761 BRAD FAGRELL,RC/ 920, CITY ENGINEER EXP.6-30-19 CENTERLINE OF CEREAL STREET,BEING N5752'48'W,BETWEEN MONUMEMS 3 AND 4,BERG THE CEN ERLINE CHECKED BY: S.WILSON PROJECT MANAGER:S.WILSON INTERSECTIONS OF CEREAL STREET AND STONEMAN STREET AND CEREAL STREET AND CMN STREET. LOT LINE R/W 1.5' oIw L- o H FS-PAVEMENT SECTION Z 50'FUEL MODIFICATION ZONE TEMPORARY BERM I PROP. PAVEMEN(TO BE REMOVED DURING 6"OR SECTION FUTURE I LOT PRECISE GRADING) 8"C. PER GRADING PLAN PROJECT WALL 20'LOT AY UNE VARIES TOP OF SLOPE UPPER PAD 4" 24"GUTTER 3. 7' 10' VARIES �., I PROPOSED 2 PAD ELEV TRAIL FENCE LOWER PAD I 1%I� TOP OF SLOPE PER PLAN � VARIES FINISHED GRADE..............,....•, ?. 2:1 MAX. 7 VARIES TYPICAL SECTION FOR ABUTTING REAR YARDS '� ' ,..,, .,,... FUT.8'NATNE 4Q,,� AND ADJACENT SIDE YARDS ____ MATERIAL- TOP OF SLOPE CUT SECTION _____SHALL_BE AIDEDR_OU_ '°, GB EXISTING GROUND NOT TO SCALE DETAIL "A" EXISTING GROUND ` --- EXISTING GROUND 15'BENCH ---------- NOT TO SCALE 1235 ESTIMATED HIGH WATER LEVEL C FINISHED GRADE VARIES VARIES R/W PROJECT YARD WALL R/W n R/W R/W \\\\\ 2.1 3.1 1220.0 FUTURE WALL I 70' (R.O.W) 1220 ESTIMATED PARKING ALLOWED 3'WIDE V-DITCH PER FINISHED GRADE NORMAL WATER VARIES 3' TEMP. 6"HIGH BERM 3' TEMP. 6"HIGH BERM V HOA LOT I I V HOA LOT ELEV 4.•1 LEVEL `- 3'MIN. p 2' (TO BE REMOVED I 1• 2, (TO BE REMOVED F 17' 17'�1 DETAIL"f ON SHEET'4 PER PLAN z DURING PRECISE i DURING PRECISE VARIES 5' VARIE 18' 18' VARI 5' VARIES 15'BENCH PER GB gO GRADING) I I-I, g° GRADING) PER PLiN DETAIL"J"ON 2' 4'1 PAD 1�3� I_— 4-1 PAD LANDSCAPEII S PW PIN SW LANDSCAPE SEE SHEET 11A SHEET 4 SECTION C—C 2% I 2% p'• 2% I 2% 1 VARIES OLE 1 %2IN. II �MAX. E� �I NOT TO SCALE 1.0 MIEN. TOP OF SLOPE TOP OF SLOPE I VARIES 2%MIN. TOE OF SLOPE I PAD I PLAN TO 4:1 MAX.PAD SIDEWALK FUTURE REFAINING/YARD WALL PER PLAN 2%MIN. I ( 2%MIN, PER PLAN SECTION B—B NOT TO SCALE PL R/W CURB DETAIL "A" DETAIL "A" LOTLINE ROJPRopECT WALL 18 HEREON ROUGH GRARE HEREON TRACT BOUNDARY HOA LOT AR TRACT L1 L2 LINE V HOA 9' 5'WALKWAY 4' WIDTH VARIES 20 72' 37' D ELEV T 1 7 1 21 100, 65 VILLAGE PARKWAY VIEW FENE PAD 22 100 65 I z 23 90 S5' NOTES: SCALE: HORIZ 1"=20' PAD ELEV �n R/W 25 80' 45' LOT LINE VERT.: i"=4' EXIST 1. 3.5"AC/4"AB(MIN.) PROPOSED Lf 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.SLOPf 35' VARIES 1'BENCH COURSE I (SEE TABLE ABOVE) Y Y I 2' J. STREET SECTION TO BE VERIFIED BY SOILS ENGINEER "' — — •' 2% 2% TOP OF BERM I ?� +• y m TOP OF SLOPE `�UPP R PAD SEE SHEET 84 0• I r,2• 3• 2' I SECTION P-P---{ TEMP. 6"HIGH BERM EXIST.RETAINING WALL BE�E� E 1% LOWER PAD 1$ (TO BE REMOVED R/W R/W NOT TO SCALE I I ! I DURING PRECISE I 48' (R.O.W) i SEE SHEET A:r I TOE Of SLOPE GRADING) I PARKINGALLOWED VERTICAL CUT IF 16' 8' 18' 6'I SECTION O-O NOT TO SCALE 4, LESS THAN 3.5' SECTION A—A 4'P.U.E. SW SW 4'P:U.E. LOTLINE T TOP OF CURB ROUGH GRADE SECTION TYPICAL LOT SECTION 3 12' 2' I 3't TRACT BOUNDARY HOA LOT'AR' I I 3' VARIES 2%MIN. WIDTH VARIES NOT TO SCALE 3• I I I TO 2:1 MAX. PROPOSED RO FENCE 2 Q PAD I I I PAD VIEW PER PLAN 1 i 5, I I PER PLAN TEMPORARY 6"HIGH BERM 12% '2% 2% 2%I I - PROP.LLy JOIN EXIST. TOP OF CATCH BASIN A (T0 BE REMOVED DURING BLADED SWALE m BLADED SWALE ` 4/ST, I W PRECISE GRADING 2%MIN \ MOPE GOLF EPDXY GROUT TOP OF LOT "'> LOT T P OF VARIES 2%MIN. PER 3E SEPARATE PLANS AND DRIVEWAY APRONS ` _ JOIN 7 ENSURE SLOPE _ LINE_ _L 1- - _ LINE SLOPE TO 2:1 MAX. COURSE WATER TIGHTNESS _ _ _— ——I _ __ P——--- ALL IN—TRACT STREETS - PROPOSED ROUGH GRADING SECTION SEE SHEET 6A III ` �+ I + }- -{-- �I I —1�------Y "�I i SECTION R-R PLAN -T�------ +--- -------- — I TOE OF I FUTURE IN—TRACT STREETS SECTION r F'Q I TOE OF +?� TOE OF pe+ SLOPE II NOT TO SCALE PVC PER PLAN -� SLOPE _ SLOPE _ HORIZ: 1"=10' }-�--�------------ - ------------ --------------I SCALE: GRADE BREAK GRADE BREAK GRADE BREAK VERT: I"=4' I i I NOTES: I 2% 1. 6"TYPE A-6 CURB AND GUTTER PER COUNTY OF RIVERSIDE STD.200 I I P.E.=PER PLAN P.E.=PER PLAN ---P.E.=PER PLAN — I _ I LEVEL ELEVATION ___+__— LEVEL ELEVATION—___ I _ LEVEL ELEVATION —T— 12" gmluM RAC 1 PER PVC CONNECTION TO CATCH BASIN f-1 I GRADE BREAK GRADE BREAK GRADE BREAK I I AIDS f1290(BLACK) NDS fi211(BUCK) NOT TO SCALE B I I I B I 3 Fi BENCH FINISH GRADf LOT I _ FINISH.GRADE 1%MIN 11 LOT WHERE WALL 1X MlN _ LINE LINE OCCURS I I I I I I I LOTLINE LOTLINE HOA LOT WIDTH PER PLAN _ _ GRATE ADAPTOR 2% I I I I I EXIST.WALL I 2% MA NOS 1230 HUB ADAPTOR AS REQUIRED i f IF NECESSARY I SLL I (WH TER BUILDER WA MASTER BUILDER WALL ERE SHOWN ON PLAN) ER PLAN (WHERE SHOWN ON PLAN) BLADED SWALE I BLADED SWALE II 'OR OR 2" 4 DRAIN LINE I 1 2'' 1' BLADED SWALE GRADE BREAK � �� _ -- _ p=.�-- ----—I - I �R9Q.�BBEAIL _ -y/ PAD EL£V.PER PLAN �7 PAD ELEV.PER PLAN " 2%MIN. 2'� � I_ N FLOWLINE �, 71E INTO MUN DRAIN LINE-- w _ --=--_—n —� -- ----_—T --�_--_ -- ---- — SE as Ells 90'SWEEP.1OR RW ��"+ "�i �RW (GLUE FITTING TO PIPE) 42'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 dab 4V 8 i.sa ZIT ENgN�ING C�OLOGI3T SOILS ENC3INEER OWNER REVISIONS: PREPARED UNDER SUPERVISION OF: SCALE: WI LSON M►KAMI CITY OF LAKE ELSINORE G3SgLWORKS, INC. G3SgLWORKS, INC. McMIWN SUMMERLY, LLC �°�� w7 SCo M.'MLSON DATE CORPORATION R PO RAT I O N p,tOFESS/ _Vg (FOR LOTS 35, 37&38) y W MASS GRADING PLAN ' 18 h c RCE N0.49884 EXP. 9-30-18 DATE: 9 CORPORATE PARK T. 949-679-0090 350 FlSCHER AVENUE 350 FlSCHER AVENUE 4343 VON KARMAN AVENUE qry OF LAKE ELSINORE _ SUITE 100 00STA MESA, CA szszs COSTA MESA, CA szszs SUITE 350 130 SOUTH MAIN STREET No.49884 �p A THESE PLANS HAVE BEEN REVIEWED F: 949-679-0091 IRVINE,CA 92sos TR. 31920-1 DDA PHASES E AND G OF Lp WED FOR COMPLIANCE NTH THE 1 ADDED LOT&STREET ROUGH GRADING DETAILS&SECTIONS � c.o sno7,e APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND PH: 714-668-5600 PH: 714-668-5600 NEWPORT BEACH, CA 92660 LAKE ELSINORE, CA 92530 s7A LAWS, ND ERMIT CAN BE ISSUED. DENcxM MARK DESCRIPTION BY APPR. DATE ✓} nvn �P RIVERSIDE BENCH MAPo(NO.BM E-3-70.10".1279.829. BRA55 M IN CONCRETE POST 72'NORTH OF SUMMERLY DEVELOPMENT FILE No. www.g3mlworks.com www.g3solworks.com T(949) 955-0984 T(951)674-3124 �?Of cp�t ` INTERSECTION OF CORYDON SIRFET AND MISSION TRAIL 27'FIST OF THE CENTERUNE OF MISSION TRAIL DESIGNED BY: WMC DRAWN BY: WMC DATE: - '� BASIS OF BEAPoNG �� I_*'le F(949)955-9429 F(951) 674-8761 CHECKED BY: S.WILSON PROJECT MANAGER:S.N7LSON BRAD FAGRELL RCE 3920, C TY ENGINEER EXP.6-30-19 uNENOF CEREAL s> BD N575 BETWE}7i CON�UMUErSS 3 NIDµD4,C BEIM N ECE fERl1NE DETAILS AND SECTIONS N 7