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HomeMy WebLinkAboutTR 31920-1 RGP Diamond Drive DDA Phase (2) GRADING NOTES i. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF LAKE ELSINORE MUNICIPAL CODE ROUGH GRADING PLAN CHAPTER 15.72 AND SPECIFICATIONS AND THE LATEST EDITION �• S���E OF THE C.B.C.APPENDIX J. FOR OR 2. A PERMIT SHALL BE OBTAINED FROM THE ENGINEERING DEPARTMENT,CITY OF LAKE ELSINORE, PRIOR TO SUMMERLY DEVELOPMENT- DDA PHASE D 3. THEE DEVELOPER AND/OR THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AND U.S.A. _ ALERT(1-800-422-4133)48 HOURS PRIOR TO GRADING 4. THE CONTRACTOR SHALLNOTIFY THE CITY ENGINEERING DEPARTMENT AT LEAST 24 HOURS IN ADVANCE CITY OF LAKE ELSINORE OF BEGINNING GRADING OPERATIONS. CA�YO)V 5. DUST SHALL BE CONTROLLED B (AkfSH Y WATERING OR OTHER METHODS APPROVED BY THE CITY ENGINEER. - ORE DRIVE ROAD 6. CUT SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL,UNLESS OTHERWISE APPROVED, COUNTY OF RIVERSIDE AND SHALL BE SHOWN ON THE PLAN. o HEMLOCK STREET 7. FILL SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL, UNLESS OTHERWISE o S APPROVED,SHALL BE SHOWN ON PLAN,AND SHALL NOT HAVE LESS THAN 90%RELATIVE COMPACTION STATE OF CALIFORNIA ss OUT TO THE FINISHED SURFACE. B. FILLS SHALL BE COMPACTED THROUGHOUT TO 90%DENSITY AS DETERMINED BY THE ' . .., r A.S.T.M.D-1557-70 TEST METHOD. ' '" --° - ;_ E .- J a 9. FILL AREAS SHALL BE CLEANED OF ALL VEGETATION AND DEBRIS,SCARIFIED,AND INSPECTED BY THE ' '` ;" s � .Ar r ""ww.�, GRADING INSPECTOR AND APPROVED SOILS TESTING AGENCY PRIOR TO THE PLACING OF FILL. ,'. ;r " ,`"'� ./""` -'; { _ 10. ALL FILL MATERIAL SHALL BE CLEAN EARTH. NO FILL SHALL BE PLACED UNTIL PREPARATION OF rx0 "T .a;, GROUND IS APPROVED BY THE SOILS ENGINEER. it 11. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/Y' PER FOOT ,r r S , T OLIVE ST. FOR A MINIMUM OF 3',THEN 1%(MINIMUM)TO FLOWUNE OF EARTH SCALE. IMUM BUILDING PAD AND DRAINAGE SWALE SLOPES B 0 F 1 S r� t s '` �` rP � 'I '' -.---- . ....12,__MIN SHALL-BE i%_IE_CUI_R..ILL SLOPE IS_E.S - THAN 10',AND 2%IF CUT OR FILL IS GREATER THAN 10'. DRAINAGE SWAI.ES SHALL BE A MINIMUM OF -hl 1 ��� - 0.5'DEEP AND CONSTRUCTED A MINIMUM OF 2'FROM THE TOP OF CUT OR FILL SLOPES. r,m c I> �'��* T, ,� n" t i,4 ; 5 ,_-�,• ,, _ .� <,R 13. PROVIDE 5'WIDE BY 1'HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5'HIGH. _ ' ^" t r ;f T _ 14. PROVIDE A BROW DITCH,DESIGNED TO HANDLE 100 YEAR STORM FLOWS ALONG THE TOP OF CUT SLOPES. L '` _ � "-'� ( .„, rn ` ' LEMON STREET r 7 ' � 6'' ' 3 t'- B€ 3 f 15. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. 16. A SOILS ENGINEER SHALL BE RETAINED BY THE DEVELOPER,TO SUPERVISE GRADING AND PROVIDE A FINAL SOILS REPORT TM�CH INCLUDES FOUNDATION REQUIREMENTS(SUBDIVISIONS)AND EXPANSIVE 's °shy` ;T" J: �: �s _ ,v A / .,� - s CHARACTERISTICS 0 SO L n ? " � PROJECT VICINITY MAP 17. GRADING CERTIFICATION BY THE DEVELOPER'S CIVIL ENGINEER AND A FINAL COMPACTION REPORT BY A „� sT sx '� su �,;. .' :: "s' .' � �" '> ', SOILS ENGINEER SHALL BE SUBMITTED TO THE BUILDING AND ENGINEERING DEPARTMENTS PRIOR TO - „'$ %�`; ";-<` ''' s' ' a"'..' T;; • ,d _ 's ISSUANCE OF BUILDING PERMITS. d SITE NOT TO SCALE r••� >ns - ', �' n - +� 18. THE GEOTECHNICAL REPORT DATED 11/30/07 PREPARED BY NEBLETT h ASSOCkTES '' T „ t .�` ;, s' '` .+^"''`� • _-.* ",' r �y' 1:' s i` - AND THE SOILWORKS LETTER DATED 07/07/14 SHALL BE CONSIDERED A PART OF THIS GRADING PLAN AND SHALL BE COMPLIED WITH. ii L 19. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING PAD ELEVATION. WHERE SPECIFIC ELEVATIONS ARE REQUIRED,THE ELEVATION(WITH RESPECT TO MEAN ,rT' SEA LEVEL)SHAD.BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS T `� a.y REQUIRED,THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. �;� ' � fi tn' SHEET INDEX ' 20. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY r '' A a CONSTRUCTION/GRADING. '. �- �° ,� r:>f� SHEET DESCRIPTION 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 .q. J - - t' - .,„--�- `' 1 TITLE SHEET HEIGHT. ti ` TIT© N ` 2 DETAILS 22. A FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. `'� / rFiAu *�� 3-5 ROUGH GRADING 23. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FlLLpS TO BE PLACED,IT MUST BE CLEARED,KEYED AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SU PORT. PREPARATION SHALL BE ,. '" ' _ .i 6 EROSION CONTROL APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL SLOPES GREATER THAN 5:1 ARE REQUIRED TO BE KEYED AND BENCHED. 24. THE SOIL ENGINEER SHOULD INSPECT THE CONSTRUCTION IN THE FOLLOWING STAGES: A UPON COMPLETION OF CLEARING AND DURING EXCAVATION AND BEFORE BACKFlLL OF ALLUVIA., COLLIMAL AND TERRACED AREAS AND ANY SUBSTRUCTURES. -. s'`x �ro'� _ �,.t�r.,,_..,..,,,`---✓'- '{j / �. ;�i B. DURING ALL ROUGH GRADING AND OPERATIONS INCLUDING PRE-COMPACTION,BENCHING AND FlLUNG OPERATIONS - C. DURING INSTALLATION OF BUTTRESS AND CANYON SUB DRAINS AND FILTER MATERIAL. "' ": _� i - '• i D. WHEN ANY UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED DURING CONSTRUCTION. ,y''J^ ' L a _ �:� 'ram.\ \ EARTH WORK OUANTITIES: 25. EROSION CONTROL ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT It ',_ \ _ ELL ON CENTER OR ANOTHER APPROVED GROUND COVER. SLOPES OVER 15'IN VERTICAL -- � ` �;LToy � � �� HEIGHT,IN ADDITION TO GROUND COVER,SHALL BE PLANTED WITH APPROVED TREES,SHRUBS,OR - COMBINATION THEREOF SHRUBS SHALL BE PLANTED AT 10'ON CENTER;TREES,20'ON CENTER; �W COMBINATIONS,15'ON CENTER. SLOPES OVER 3'IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION <"'�i Tar s;,; �" r 1 36,600 C.Y. 23.700 C.Y. SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER UPC. =� "we� ' s a i p �` NET IMPORT EXPORT 10,530 C.Y. 0 C.Y. 26. APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ,.� -ti.•" - ADJOINING PROPERTIES DURING THE GRADING PROJECT. SHRINKAGE(10R t) 0 C.Y. 2,370 C.Y. 27. APPROVED EROSION PREVENTATIVE DEVICES SHALL BE PROVIDED AND MAINTAINED DURING THE RAINY SEASON AND SHALL BE IN PLACE AT THE END OF EACH DAY'S WORK. - 28. ALL WORK SHALL CONFORM TO THE CITY AND STATE CONSTRUCTION SAFETY ORDERS. _ TOTAL VOLUME 26,070 C.Y. 26,070 C.Y. 29, THE LOCATION AND PROTECTION OF ALL UTILITIES IS THE RESPONSIBILITY OF THE PERMTTEE. 30. AN APPROVED SET OF GRADING PLANS SHALL BE ON THE JOB SITE AT ALL TIMES. �j s °(�, - I r -' NOTE: ESTIMATED VOLUMES FOR PERMIT PURPOSE CONTRACTOR SHALL 31. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE FROM BEGINNING TO COMPLETION OF GRADING - _ - / 4 i-. M `�" g ;- .DETERMINE HIS OWN QUANTITIES. OPERATION. 32. ALL SLOPES SHALL BE PLANTED AND IRRIGATION FACILITIES SHALL BE PROVIDED FOR ALL SLOPES h y` GRAPHIC SCALE IN EXCESS OF 3-FEET VERTICAL HEIGHT WITHIN 90 DAYS AFTER COMPLETION OF ROUGH GRADING AND SHALL BE IN ACCORDANCE WITH ORDINANCE NO.882 PRIOR TO THE APPROVAL OF FINAL INSPECTION. '" ' =T r� `� +DADA o zoo aoo Moo leoo 33. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY SOILS ENGINEER'S CERTIFICATE FROM HIS OPERATIONS,WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. IN FEET) LAC �' 34. THE DESIGNER ENGINEER SHALL PROVIDE A MINIMUM OF ONE(1)BLUE TOP PER FINISHED PAD,PRIOR TO SOILWOw. HAS REWENED THE PLWS FROM A 1 inch- 400 IB.- '"'�.'� ° - ROUGH GRADE APPROVAL cEaorac/cEDrECHHRx ENGINEERING sranDPaNr ONLY.THE Pux9 ARE IN cOMMEN E ONS RE ceaD IN THEDrECHNCA FERENC PRIVATE ENGINEER'S NOTICE TO CONTRACTOR 35. APPROXIMATE DATE OF: BEGINNING OPERATION: OCTOBER 2014 - ENcmEEmNc REc°MMeraATroNs PRESENTED M TTff REFERENCED COMPLETION: DECEMBER 2014 PRMECT REPOT95)AYD SUBSEQUENT ADDENDA.THIS REMEN DO 36. NO ROCK OR OTHER IRREDUCIBLE MATERIAL WITH A MAXIMUM DIMENSION GREATER THAN 3"WILL BE NOT INCLUDE CHECKING THE ACCURACY OF THE CML AM STRUCTUPA a THE EXISTENCE AND LOCA710N OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURE SHOWN ON THESE PLACED IN FILLS WITHIN ROADBED AREAS OR 3'OF FINISH GRADES,UNLESS THE LOCATION,MATERIAL, ENGINEERING DESIGN AND DIMENSIONS'INCLUDING LNES AND GRADES. - PLANS WERE OBTAINED BY A SEARCH NT THE AVAILABLE RECORDS.THESE LOCATIONS ARE APPROXIMATE 4 OR COMPLW CE WIN BUILDING CODE REQUIREMENTS WHICH,wE UNDER AND SHALL BE CONFIRMED fD'THE CONTRACTOR,SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE � AND DISPOSAL METHODS ARE SPECIFICALLY APPROVED BY THE SOILS ENGINEER. THE PURWEW OF OTHERS. p�,�es�s,RA� IN ALIGNMENT AND/OR GRADE OF THE PROPOSED IMPROVEMENT.THE CONTRACTOR IS REQUIRED TO oO�"l-CSUCA}o�j /�00 37. THE ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND OBTAIN INSPECTION BEFORE gt, �"yc "% s` TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER ONES o APPROVAL PAaTEcr NQ.: ETB-aQE-aT =� NOT ON RECORD OR NOT SHOWN ON THESE PLANS,AND IS RESPONSIBLE FOR THE PROTECTION OF,AND Cali 2 Full W*Hdrvg DoVs In Advance 38. GRADING PLANS WILL NOT BE APPROVED UNTIL ALL RETAINING WALLS ARE APPROVED BY THE BUILDING >p -, ANY DAMAGE TO THESE UNES OR STRUCTURES. _ DEPARTMENT. RV"F(S)DATE 07107JA14 CONSTRUCTION CONTRACTOR AGREES HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE GRADING PERMIT NO. I 39. THIS SITE HAS OBTAINED A NATIONAL POLLUTION PREVENTION ELIMINATION SYSTEM(NPDES) \ ,'�a CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT,INCLUDING SAFETY OF ALL PERSONS PERMIT TO REGULATE MUNICIPAL AND INDUSTRIAL STORM WATER DISCHARGES. SIGNATURE, puE J ti t++J,'_: ,,.% INDEX MAP AND PROPERTY,THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE UMITED TO NORMAL WORKING WDID NO. S 33C358736 NPDES WDIDI:8 33C358736 DATE ISSUED:6/23/10 HOURS,AND THAT THE CONTRACTOR SHALL DEFEND,INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY,REAL.OR ALLEGED,IN CONNECTION WITH THE PERFORMANCE OF 40. DRAINAGE EASEMENTS WILL BE KEPT CLEAR OF ALL OBSTRUCTIONS.NO BUILDINGS OR WALLS SHALL SIGNATURE p4E• WORK ON THIS PROJECT,EXCEPTING FOR THE UABIUTY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER �pC�+ ��lT �i rf BE PLACED WITHIN EASEMENT LIMITS.TEMPORARY IMPROVEMENTS ARE SUBJECT TO REMOVAL AT OWNER'S EXPENSE. - OR THE ENGINEER. NVF ES PERMIT ISSUANCE: 06/23/10 �1/Flb by T2A•z4/iY ENGINEERING GEOLOGIST: SOILS ENGINEER OWNER: REVISIONS: PREPA D UNDER SUPERVISION OF: �A�: WILSON M►KAMI CITY OF LAKE ELSINORE NCW'CtmwA-cw-t�_Tr A.'Csk / Q"oTEssiq 60-Z/-I/ C O R -ORATION SOILWORKS, INC. SOILWORKS, INC. McMILUN SUMMERLY, LLC tL�A LSE C4LAWNEI./kND ryPICALCHgNNEI� / e� !f SCOTT M.VALSON DA DATE: TITLE SHEET SHEET EARTH SCIENCES GROUP EARTH SCIENCES GROUP 2750 WOMBLE ROAD, SUITE 200 y RCE No.49884 EXP. 9-30-16 3 PETERS CANYON T: 949-679-0090 _ 350 FISCHER AVENUE 350 FISCHER AVENUE SAN DIEGO, CA 92106TIOAAI DEus;?Ep(tNtERI►An�K41P SUITE tto F: 949-679-0091 OF' 7 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE IRVINE,CA 92606 DIAMOND DRIVE DDA PHASE D l/ [_8m ° * APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND CHMARK: COSTA MESA, CA 92626 COSTA MESA, CA 92626 T(619}794-1252 / MARK DESCRIPTION BY APPR. DATE 'Ff9 nva fit. RIYFRSIOE BENCHMARK N0.BM E-3-70.FLEA.1279b29. BRASS DISC IN CONCRETE POST 72'NORTH OF T §§§ PH: 714-668-5600 PH' 714-668-5600 F(619)336-3010 /F a CALIF STATE LAWS,AND A PERMIT CAN BE ISSUED. TRACT NO. 31920-1 FILE No. , 11 //11 INTERSECTBASIS OF ION OF CORYDON STREET AND MISSION TRAIL 27'EAST OF THE CENTERLINE OF MISSION TRAIL. www.sodwwksinc.can DESIGNED BY: WMC DRAWN BY: WMC JC�1C C�M I S CEN ER E�OF CEREAL STREET.BEING N52'52'481,BOWEEN MONUMENTS 3 AND 4,BEING THE CENTERLINE ROUGH GRADING 1 -001 , CHECKED BY: S.WILSON PROJECT MANAGER:S.WILSON WILIER E.ALLISON,RCE 448 CITY ENGINEER I INTERSECTIONS OF CEREAL STREET NO SHINEMAN STREET AND CEREAL STREET AND CORYDON STREET. i LEGEND AND ABBREVIATIONS TRACT BOUNDARY R/W R/W R/W CIL ------ 16' 112',(R.O.W.) - I 16' - 1.5 3' 1.5' 3' RIGHT OF WAY PAD=XXXX PAD ELEVATION LANDSCAPE I NO PARKI ALLOWED i LANDSCAPE I FS-PAVEMENT SECTION LOT LANE 55 LOT NUMBER LOT 16' 10' 33, 7' 7' 33' to, 6' LOT P VEMENT FS-PAVEMENT SECTION ���� SW PW MEDIAN PW SW 145• p FINISH SURFACE N le FINISH SURFACE FS - TOP&TOE OF SLOPE -2X DAYLIGHT LINE PROP. SECTION PROP.FG PAVEMENT B'C,F 71 PER GRADING UN B°C.F. SECTION GRADING PLAN -R---R- RIDGE LINE -_-__ SHEET FLOW RATE F--- GRADED SWALE CUT AND FILL LINE _ STREET CENTERLINE - PAD 2%M/N. i P 2%MIN. Pam ' µ°�"- t -1250- PROPOSED CONTOUR PER PLAN PER PUN 5*�...,, P`.n ` . ,. r,.., K.,.-� ,-s'?', POINT - - SCALE HIGH �._ TC N R 2% 29 T PER 2% _ r EXISTING CONTOUR - --- FLOWUNE 11.5' EXISTING POWER POLE 18 CONSTRUCTION NOTE EXIST.2" DA. DETAIL A �- - "" Y MONITORING WELL 0 GRAVEL CHECK DAM DETAILA ,_ MW ABANDON IN PLACE(TYP.) EXISTING DETAIL"B" ROUGH GRADE w w a w TC TOP OF CURB '�(' GRAVEL BAG ROW GROUND LINE DETAIL A DETAIL B ppp FL FLOWLINE ELEV. NOT TO SCALE NOT TO SCALE __ FUTURE STORM DRAIN DIAMOND DRIVE TG TOP GB GRADE FBREAK GRATE PER SEPARATE PLANS SCALE: HORIZ: 1• 20' FG FINISH GRADE N07ES: IVERT 1•-4 NOTES ..._,� LP LOW POINT PER STREET IMPROVEMENT PLANS : + 1. 5.5•AC/6"AB(MIN.) HP HIGH POINT 2. 8•TYPE A-8 CURB PER STD.NO.201 COUNTY OF RIVERSIDE ~t 1. Construct the length of each reach so that the change in base elevation INV. INVERT OF PIPE 3. 8"TYPE D CURB PER STD.NO.204 COUNTY OF RIVERSIDE(MEOMN) along the reach does not exceed 1/3 the height of the linear barrier, in no CONSTRUCTION NOTES ESTIMATE OF QUANTITIES 3. LANDSCAPE MED4W PER STD.NO. 110 CITY OF LAKE ELSINORE case shall the reach length exceed 500'. ROUGH GRADING 4. STREET SECTION TO BE VERIFIED BY SOILS ENGINEER 1a-CONSTRUCT STREET UNDERCUT PER STREET SECTION ON SHEET 2 - 1 LS. ; 2. The last 8'-0" of fence shall be fumed up slope. � ZQ-CONSTRUCT RIP RAP PAD PER DETAIL ON SHEET 2 Z600 S.F. 3. Stake dimensions are nominal. So-CONSTRUCT DOWN DRAIN PER DETAIL ON SHEET 2 32 L.F. 9 4. Dimension may vary to fit field condition. - a-ADJUST TO GRADE-EXISTING WATER APPURTENANCE 5 FA LEGEND Max reach=500'(see note 1) Tamped backfill 5. Stakes shall be spaced at 8'-0'maximum and shall be positioned on EROSION CONTROL. Slope direction 23 downstream side of fence. INSTALL GRAVEL BAG ROW PER DETAIL ON SHEET 6 1,350 LF. Optional maintenance 6. Stakes to overlapand fence fabric to fold around each stake one full turn. 24 INSTALL FUTURE CATCH BASIN INLET PROTECTION PER CASOA SE-10 AND DErAIL ON SHEET 6 4 EA. p Direction of flow opening detail Secure fabric to stoke with 4 staples. TO BE INSTALLED DURING CONSTRUCTION OF STORM DRAIN IMPROVEMENTS Cross barrier (See note.10) 8' 25 CONSTRUCT GRAVEL CONSTRUCTION ENTRANCE PER DETAIL ON SHEET 6 1 E1. A Wood stake 7. Stakes shall be driven tightly together to prevent potential flow-through of 26 INSTALL HYDROMULCH ON SLOPES 270,000 S.F. Fabric Fabric sediment at joint. The tops of stakes shall be secured with wire. 27 INSTALL SILT FENCE PER DETAIL ON SHEET 2 - 1,700 LF PLACE RIP RAP PER 8. For end stoke fence fabric shall be folded around two stakes one full turn CALTRANS METHOD B LIGHT CLASS and secured with 4 staples. _ V-DITCH OR PIPE OTHERWISE NOTED ON PLAN f 9. Minimum 4 staples per stake. Dimensions shown are typical. L7 10. Cross'barriers shall be a minimum of 113 and a maximum of 112 the O6US,O O II I I < Toe of slope �„Y Crass barrier height of the linear barrier. OO OO OO OO of PLAN - T�- - 11. Maintenance openings shall be constructed in a manner to ensure sediment If -' remains behind silt fence. GEOTEXTILE FILTER FABRIC PER SECTION A-A O.O.E.M.A. STD. 1808 SILT FENCE 12. Joining section shall be not to placed at sump locations. PLACE RIP RAP PER End detail ALTRANS METHOD B LIGHT CLASS NOT TO SCALE 13. Sandbag rows and layers shall be.offset to eliminate gaps. _ OR OTHERWISE NOTED ON PLAN Sandbags � Silt fence 0 2"X2" WOOD STAKE O 5 Silt fence - See note f0 Fabric End stake O C1 Toe of slope (See note 2) OOOOQOO 0� Silt fence o 9 SECTION C-C N� 4" 3'-0• 6• CROSS BARRIER DETAIL �' fi"x 6" - W 1.4 x W 1.4 W.W. PER PLAN �" + OPTIONAL ..4 LIGHT CLASS RIP-RAP PAD DETAIL Setback varies DETAIL A T / '� NOT TO SCALE (See notes 4) Fabric section B - �+ Stake B (See notes 6,7&12) LEGEND END DETAIL DOWN DRAIN ANCHOR SILT FENCE DETAIL .•r: + Tamped backfill YX2' Wood stake Stake A .,wit S• Fabric (See notes 3&5) - Slope direction NOT TO SCALE ^^^^� Direction of flow . Toe of s e Fabric section A TS N Y Slope (See notes 6,7& 12) tik X 12" BEN See detail A Fabric ,\ F. + #4 BARS JOINING SECTION DETAIL stake stake #4 BARS 2 + (TOP VIEW) f4 1�r 6 NOTES: SECTION X-X 2"X2" Wood stake (See note 3) A5 1. CONCRETE SHALL HAVE A MINIMUM ULTIMATE STRENGTH AT 28 DAYS OF 2500 p.s.i. -End stake CONCRETE MAY BE PNEUMATICALLY PLACED AND SHALL CONFORM TO SECTION 2621 Fabric diameter Toe of slope OF THE UNIFORM BUILDING CODE. F•L'/+ 6" (See notes 8) - ��} Z-A 2. REINFORCING SHALL BE 6x 6" - W 1.4 x W 1.4 WELDED WIRE MESH (W.W.M.) OR APPROVED 112" EQUAL. DOWN DRAIN ANCHORandbags(2-layers height) + CONTRUCTED EVERY 10' End stake IN VERTICAL HEIGHT AND �i 3. GROUND SHALL BE PRE-WETTED TO THE SATISFACTION AT TOP & TOE OF DOWN END STAKE DETAIL OF THE CITY ENGINEER PRIOR TO PLACEMENT OF 8 DRAIN. (TOP VIEW) OPTIONAL MAINTENANCE OPENING DETAIL CONCRETE WHEN MOISTURE RLOSS ED RETARDENT SHALL ENGINEER DOWN DRAIN STAPLE DETAIL (SEE NOTE 11) BE (SEE NOTE 9) DOWN DRAIN DETAIL X k/j b /s Y/ (.l I2R f`( NOT TO SCALE a REVISIONS: PREPARED UNDER SUPERVISION OF: SCALE: WILSON M 1 KAM I CITY OF LAKE ELSINORE ENaNEERING GEOLOGIST SOILS ENGINEER: OWNER Q oTEssl 9 SOILWORKS, INC. SOILWORKS, INC. McMILLIN SUMMERLY, LLC ��1�►re � �1�� l�-�'� CORPORATION 9 SCOTT M.WILSON DATE pA�; � DETAILS SHEET SHEET-2 _ EARTH SCIENCES GROUP EARTH SCIENCES GROUP 2750 WOMBLE ROAD, SUITE 200 y SCE No.aWILS EXP. s-3o-Ts 3PETSUITE)RSS CANYON T: 949-679-0090 � 350 FISCHER AVENUE 350 FlSCHER AVENUE SAN DIEGO, CA 92106 NO'4a�4 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE IRVINE,CA 92606 10 F: 949-679-0091 DIAMOND DRIVE DDA PHASED OF $ COSTA MESA, CA 92626 COSTA MESA, CA 92626 T(619) 794-1252 E s ao/,e APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND CHMARK J : MARK DESCRIPTION BY APPR. DATE f9 avr� �P STATE LAWS,AND A PERMIT CAN BE ISSUED. RIVERSIDE BENCHMARK NO.BM E-3-70.ELIEV.1279.829. BRASS DISC IN cmREFE POST 72'NORTH OF'I TRACT NO. 31920-1 FILE NO. PH: 714-668-5600 PH: 714-668-5600 F(619)336-3010 of �p�\E z INTERSECBASIS OFTION BEARING:OFORYDON STREET AND MISSION TRAIL. 27'EAST OF THE CENTERUNE OF MISSION TRAIL. ROUGH GRADING I ! WZ T2 DESIGNED BY: WMC DRAWN BY: WMC /y' I S CENTRUNE OF CEREAL STREET,BEING N5T52'48'W,BETWEEN MONUMENTS 3 AND 4,BEING THE CENTERLINE www.soilworksinc.com CHECKED BY: S.WILSON PROJECT MANAGER:S.WILSON iWALTER E.AWSON RCE 5448 CITY ENGINEER INTERSECTIONS OF CEREAL STREET AND STONEMAN STREET AND CEREAL STREET AND COR DON S REE. TRACT BOUNDARY r / Q� ; ,�xi - � / G / ��� - k _ ------- RIGHT OFWAY /! _ '`v �_ 12 117, i ,% I PAD=1270.3 1 -{- 1, / /� LOT LINE % I ft✓ �a� �6 ��". -- :y TOP&TOE OF SLOPE F--- CUT AND FILL LINE \�\ 4+... 7TT 1 , '� -1T60- PROPOSED CONTOUR 11270.9 FG 1'�'f' � .c30 EXISTING GDNiDDR I ,xti PAD=1270.E TRACT 3 920��15 -�- EXISTING POWER POLE _ �,. - 1\ �� � � .: ``•�� ti;��� � �2�'�:: ,�� �` PAD=XXXX PAD ELEVATION FL 555 LOT NUMBER DAYLIGHT LINE VARIES VARIES FG ,- '\� 29 IN � �6y. ..� •.. :PAD=1270.3 1.. �" SHEET FLOW RATE / s 7 v •y '��. �� �, �Y FINISH GRADE GRADE GRADED SWALE i �%/j. 'YY /. �� �� ��o - � � � �yn`6,.�� ,,.�/ if .l•A �.. _ -- STREET CENTERLINE 14 PAD-1270.1 '"far" �\ 77/ - - SWALE HIGH POINT i FLOWUNE // SECTION B-B 18 CONSTRUCTION NOTE PAD=1269.7 ' / EXIST. f DIA. „ \ - NOT TO SCALE �?y� �`Z��v ���`� ^�`� i�%� / ,c �� MONITORING WELL � 6� Ate• �2 t� :� � / � MW IBAIIRSTORMDOT4 IN �DRAIN PER SOILS REPORT FAG=1269.4 p� �� �` �� \,. ',/ / PER SEPARATE PLANS ,�. ., ���1�11111�1 OO - ---.._._ ` - �� �; /��A >zsas;AC � ��r \ � � -.ter` �\ t�o� � fl �h � ,>v s T ^�=` �� PAD=1269.0 N CPROPOSED STORM DRAIN \� � -VARIES 50' VARIES PER STREET IMPROVEMENT PLANS // TC TOP OF CURB _ i ��� `• `� '�P � / FINISH GRADE ��. P -1268.E �`L'`'-. - i ,.( FINISH GRADE FL FLOWLINE ELEV. r` QO- o � �`\ TG TOP OF GRATE i e� - GB GRADE BREAK FS FINISH SURFACEi PA4s-0268.3 4 LP LOW POINT ( SECTION F-F HP HIGH POINT i NOT TO SCALE INV. INVERT OF PIPE f PADFV68.0 NOTE PROPOSED STORM DRAIN IS SHOWN FOR STORM GRAN ASSOCIATED WITH 7 THE BACKBONE CONSTRUC71ON AND THESE GRADING PLANS. FUTURE OWN LINS WILL BE CNSTRUCTED AS PRT OF EACH 1268.1 FO PAD 12679 � �. /� >'� INSD�DUAL TRACTEBY SEPARATED BUILDERS IN THEAFFUTURE. —�i2se.2 1268.0 FG... 1268.3 TRACT 31926-19 \v� CONSTRUCTION NOTES i o /71 V A Ga .�h ..,,� O �`L s - / � j / 1 CONSTRUCT STREET UNDERCUT PER STREET SECTION ON SHEET 2'um � rrsOOF 2a--CONSTRUCT RIP RAP PAD PER DEiAL ON SHEET 2 GRADING� - CONSTRUCT DOWN DRAN PER DETAIL ON SHEEP 2 1268.4 FG LOT � LINE C L i ,yg- A TJ DIAMOND DRIVE �' i \.�_ 16' 112'I i .. .y,.� � 21121116' 4' x PAD r T �� FlNISFI T ! T TEMPORARY 'W PER PLAN SLOPE I ;' ! 5k1O• 2x 2X CA k14Y DNMOND DRNE R/W PER DETAILS OUT N SHH 2 SECTION JOIN EXIST 2' 16• 16, 10, i 1 �' �= ',� \��\ SECTION A-A EXIST. GROUND �� '�•6 '�+ NOT TO SCALE FINISH GRAD Cn T TEMPORARY PER PLAN I I SLOPE EXIST.GROUND T 2% CONTOURS 2% ! 2Z 2% _ ! \`\ W CUT Lij SECTION r____~�- JOIN EXIST. PER DETAILS ON SHEET 2 JOIN IXIST. TRACT SECTION C-C EXIST.GROUND J a� 531920-18 �:, \ GRAPHIC SCALE NOT TO SCALE v...-~\\ ���-}. i //• '\% ��\ \ �a o zo eo rao IN FEET) L inch= 40 ft. ENGINEERING GEOLOGIST: SOILS ENGINEER: OWNER REVISIONS: PREFAB UNDER SUPERVISION OF: SCALE. WIL50N MIKAMI CITY OF LAKE ELSINORE QRpFLSSIG la2l i C O R PO RATI O N SOILWORKS, INC. SOILWatKS, INC. Mc1AIWN SUMMERLY, LLC �� ��� �+p SHEET 3 o SCOTT. WILSON DATE DATE: 3 PETERS CANYON T: 949-679-0090 ROUGH 4rllIADNVG EARTH SCIENCES GROUP EARTH SCIENCES GROUP 2750 WOMBLE ROAD, SUITE 200 RCE N0.49884 EXP, 9-30-16 SUITE 110 F: sag-s7s-aosl OF 350 FISCHER AVENUE 350 FISCHER AVENUE SM DIEGO, CA 92106 « No.49BB4 THESE PLANS HAVE BEEN RENEWED FOR COMPUANCE WITH THE IRMNE CA 9260E DIAMOND DRIVE DDA PHASE D COSTA MESA, GA 9262E COSTA MESA, CA 9262E T(619)794-1252 * E.P.9A3O„6 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND BENCHMARK: CONCRETE POST 72'NORTH OF PH: 714-668-5600 PH: 714-668-5600 F(619)336-3010 Mum DESCRIPTION BY APPR. DATE s9jF �CAUF \P STATE LAWS,AND A PERMIT CAN BE ISSUED. WVERSm l CT OF CORYDON STREET u1D AXSSKM BENCHMARK NO.BM E-3-70.ELEV. 2TRNL 27 EAST 29. BRASS DISC IN OF 1HE CENTERJNE o Nnss msa r TRACT NO. 31920-1 FILE N0. s DESIGNED BY: WMC DRAWN BY: WMC �Z I BASIS OF 0ENiING:d WWW.BOIIWOPICSKIC.COrtT CENIERUNE OF CEREAL STREET,BEING N52'52'4891,BETWEEN MONUMENTS 3 AND 4,BEING THE CENIERUNE 1 Vr� CHECKED BY: S.WILSON PROJECT MANAGER:S.WILSON WALTER ALLISON RCE 5448 CITY ENGINEER NIQMCIIONS OF CEREAL STREET AND STONE.WPlI STREET AND CEREAL STREET AND CORYD( SRtEEf. LEGEND TRACT BOUNDARY ------ RIGHT OF WAY - LOT LINE TOP&TOE OF SLOPE C --- CUT MID FILL LINE �- F -1250- PROPOSED CONTOUR -.250 EXISTING CONTOUR EXISTING POWER POLE PAD=XXXX PAD ELEVATION � ��'-;it I ;�e;~ ,;, .� '` �; 55 LOT AMBER ,yam-}- DAYLIGHT LINE / 268.6 FG �' 2R SHEET FLOW RATE GRADED SWALE 1268.4 FG i� 6 I I`I I'1 - STREET CENTERLINE , SWALE HIGH POINT 268.3 ti25-f^ FLOYNNE j 18 CONSTRUCTION NOTE MONITORING WELL -i- � ABANDON IN PLACE ) SOILS REPORT I MW E PER 3 co PADr=1267.\9 r r, r•1 // ---��.._. i { + �.-r-�I —- FUTURE STORM DRAIN 'SY,Ti A ri J ii J L,��� o ti,� • \\\u PER SEPARATE PLANS ,ti T �6�' �-f} + ! W IR l `.� '� [,`b• �•�'f- jl. 1 PROPOSED STORM DRAIN 3 W PER STREET IMPROVEMENT PLANS29 I 7268.2 FG ` PAD=1268.4 III! �' III — TIC TOP OF CURB 1288.7 Fc LIMITS { fIl FL FLOWLINE ELEV. �/ ,[( �' I�i ill TG TOP OF GRATE GRADING 1 ( L�1 j - GB GRADE BREAK .� ` tf [ I VARIES 20' VARIES - "°r �.\� i 171 FS FINISH SURFACE 1269.1'EC, J 1I W AIL Y� :- �� ir11 j �a �I LP LOW POINT ' -�..,, � �.� 1269.7 FG ., > ( ��ti , ��7 FINISH GRADE ASH GRADE HP HIGH POINT 'jl :T �I ti�'I' I I --1f �/ INV. INVERT OF PIPE ?ss� H,o `, �rC..�.� PAD=126Z03� .. NOTE: nab' PROPOSED STORM DRAIN IS SHOWN FOR STORM DRAIN ASSOCIATED WITH LIMITS OF R �� �� �� `✓ SEC - THE BACKBONE CONSTRUCTION AND THESE GRADING PLANS FUTURE ' r '` TION G G STORM DRAIN LINES WILL BE CONSTRUCTED AS PART OF EACH NOT TO SCALE INDIVIDUAL TRACT BY SEPARATE BUILDERS IN THE FUTURE. � PAD=126Z0 � _ CONSTRUCTION NOTES 1 ��� �� t267.6 F i I -� CONSTRUCT STREET UNDERCUT PER STREET SECTION ON SHEET 2 ,✓ _„�. \, \ i a 1�CONSTRUCT RIP RAP PAD PER DETAIL ON SHEET 2 o `�..!'-"."�-....' 3 - CONSTRUCT DOWN DRAIN PER DETAIL ON SHEET 2 LIMITS LOT IN�ICC Tc r l LINE C r �c / R/W DIAMOND DRIVE RI _ IL MACV31120 1 BOUNDARY / ( 16' 112' B2C • �` 2' 12' 2' Is, 16, 10, LgC� \\� � L Jg. 1 1 t •.2N PAD T 7 iA�! S 1�2D�17 \.,`.>2�Fc ; / % 7' TEMPORARY LIM�TOF , s` FTNPER PLAN - SLOPE r � GRADING 2s cISH GRADE-, oNrouRs zx 2� 2x r I 12so CUT SECTION JOIN EXIST. I "��-I- .- I .. ' PER DETAILS ON SHEET2 1- I' l ! 0411 ` _ i I I' SECTION D—D EXIST GROUND NOT TO SCALE s� 91F. GRAPHIC SCALE W 0 20 W 160 ( IN FEET) I inch= 40 Pt. QJAb ASV a.-I1 //y ENGINEERING GEOLOGIST, SOILS ENGINEER OWNER REVISIONS: PREPARM UNDER SUPERVISION OF: SCALE: WI LSON MI KAMI CITY OF LAKE ELSINORE eROTLssI SOILWORKS, INC. SOILWORKS, INC. McMIW GT-W-I CORPORATION N SUMMERLY, LLC �� r7� SHEET 4 so COTT VALSON DATE DATE: 3 PETERS CANYON T. 949-679-0090 ROUGH GRADING EARTH SCIENCES GROUP EARTH SCIENCES GROUP 2750 WOMBLE ROAD, SUITE 200 y RCE No.. :ase64 EXP. 9-30-16 SUITE 110 87 350 FISCHER AVENUE 350 FISCHER AVENUE SAN DIEGO, CA 92106 No.45884 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE IRVINE,CA 92606 F: 949-679-0091 DIAMOND DRIVE DDA PHASE D OF a # E.P.07b/18 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND BENCHMARK: COSTA MESA, CA 92626 COSTA MESA, CA 92626 T(619)794-1252 MARK DESCRIPTION BY APPR. DATE rl ETV[L d / RIVERSIDE BENCHMARK NO.SM E-3-70.ELLV.1279.829. BRASS DISC IN CONCRETE POST 72'NORM OF T 9 STATE LA AND A ERMIT CAN BE ISSUED. TRACT NO. 31920-1 FILE NO. PH: 714-668-5600 PH: 714-668-5600 r(619)336-3010 /f CAUE Z INTERSECT ON OF CORNON STREET PAID MISSION TRAIL 27 EAST OF HE CEN ERUNE OF MISSION TRAIL DESIGNED BY: WMC DRAWN BY: WMC (,+ BASIS U BEARING: d www.soilworksinc.com CENTERLINE OF CEREAL STREET,BEING N575248Y1,BETWEEN MONUMENTS 3 PAID 4,BEING THE CENTERLINE CHECKED BY: S.WILSON PROJECT MANAGER:S.WTLSON WALTER E.ALLISON RCE 5448,CITY ENGINEER INTERSECTIONS of cERFAL ST EET AND CERFAi SM ANDZET SEE SFE=T 4 a9 + 1 19 �bI �i II LEGEND z3 + 51 TRACE BOUNDARY 29 24+ ze _-----'---45 as RIGHT OF WAY / u LOT LINE TOP&TOE OF SLOPE s —"'--7' �-F-- CUT AND FILL LINE C C� ,+ 4 —1250— PROPOSED CONTOUR ^f —1250— IXISNNG CONTOUR e+ X ,.,�, - -�- EXISTING POWER POLE - �5 ry^+ 0 9 PAD=XXXX PAD ELEVATION el I. 55 LOT NUMBER 5 �, DAYLIGHT LINE 110+ ;u�+ , ,M10-+ i O „ / 2% SHEET FLOW RATE 0 ' a¢+ '4 , , e X �v°+ ^ a 'CQ0 ."�+ ____ GRADED SWALE ,.+ + ^'+ s+ �.� _ `�n" STREET CENTERLINE so-' ;J'+ ,,.•+ �i s°+ i'�i/ ry . I „a+ � ��,� ,'^ `a"+ i i ,.c" ^M1� / ""�+ 60vMMiakv r tl I -�--�=--- SWALE HIGH POINT + i it I FLOWLINE -- 1245 -�-- - - -- LLI 1245 ----- -- -- ---- - ----- - -- - -- ,+ ,ry+ yyy O NOTE 1- --1240— S_=0.0025 - --- -- - — -- 5=0.0015 - ---- - -1245 .,'-- ---- -- ---- --- _ � p I �— - --1240 , ---�— ---- -___- Wtl CONSTRUCTION 3:1 --- 1245--- ---- ------ -- 1245 - - - - --- - -- ---�M1 - -- - / �i j MW EMONITO MONITORING YP LC TY e>Y ABAND W `7'" PER SOILS REPORT All + FUTURE STORM DRAIN PER SEPARATE PLANS PROPO - "j ------------- - -E ,,+ - ----- --- - =�`-�- �- - 12KV-E--- - 0 -- PER^^+ --------6 v-- PER STREET IIOAP.PLANS ------ ------ - -- ----- ^ -- - - - ---- -- --- - ------- ---- - -=- -- - - -- ---- -- ---- _ -- _,�.+_ -----=M1 ''',' --------- FLOWLINE ELEV. TC TOP OF CURB 141 11 0+ "°?+ ,,^'""+".""'` <.+ + .ry°+ o-+ TG TOP OF GRATE .� ..�. ., -.6. �- .—- o-M1 M10-M1 G8 GRADE BREAK FS FINISH SURFACE LP LOW POINT HP HIGH POINT II INV. INVERT OF PIPE i -VARIES - VARIES 3 10, 3 g g 3' 10, 3' 3 3a 3 0 p p O EXISTING - Ca ¢ EXISTING s SLOPE GROUND - - ---- -- - o--CONSTRUCT RIP RAP PAD PER DETAIL ON SHEET 2 RIP RAP SECTION E-E 114 TON ROCK INTERIM CHANNEL SECTION H-H NOTE: APPLY EARTHGUARO FIBER MATRIX OR EQUIVALENT BONDED FIBER MATRIX COMBINED WITH GRASS SEED PER MANUFACTURERS SPECIFICATIONS FOR MIX PROPORTIONS, BLENDING,AND METHOD OF APPLICATION TO ENTIRE BASE AND CHANNEL SIDE SLOPES. _ "'" 'Al 9 , 1 4 TON ROC)< ,+ . t a'� ^,�+ s s=o.2o© _ --- - - 3:1 1245 - '"+ i �� ";., _-•- ."'_s�I --- --- 1245 ---------- - ---------- -'-- -- - - S=0.0025 1240 � , A 1245 69 3:1 1240 _ 3'1 - 1240 1240 - - - --- 3:1 1245¢i40 = - 1245 2 Q o w , O 0 Q Mal 21-1, - - - -- - i --------" ---12KVE ------------ - -- - - = ----- -1 ------------------------ --- -- M1p ---� a^ + + T E CRAPHIC SCALE — - - - - - - - + M1a, - ---- - - -- -- - -- - -- - -- --ti- s+ - - -� M1^' - -- --_—- - - ---- - -- - IN Fur _=-- - i min= eo :c — If ,, ENGINEERING GEOLOGIST SOL3 ENGINEER OWNER REVISIONS: PREPARED UNDER SUPERVISION OF: SCALE: WILSON M I KA M I CITY OF LAKE ELSINORE T ` �� Qp FESS/ ®�7 SOILWORKS, INC. SOILWORKS, INC. MCMILUN SUMMERLY, LLC o��r rA� 16' r� CORPORATION SHEET 5 s SCOTT M.WILSON DATE EARTH SCIENCES GROUP EARTH SCIENCES GROUP 2750 WOMBLE ROAD, SUITE 200 RCE NO.49884 EXP. 9-30-16 DAB' 3 PETERS CANYON T. 949-679-0090 ROUGH GRADING S 350 FISCHER AVENUE 350 FISCHER AVENUE SAN DIEGO, CA 92106 N 4988a u, SUITE 110 R 949-679-0091 OF 6 » THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE WITH THE IRVIN CA 92606 DIAMOND DRIVE DDA PHASE D COSTA MESA, CA 92626 COSTA MESA, CA 92626 T(619) 794-1252 * o° OT° * APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND BENCHMARK: MARK DESCRIPTION BY APPR. DATE Jl c�v'c �d' STATE LAWS,AND A PERMIT CAN BE ISSUED. RIVERSIDE BENCHMARK NO.BM E-3-70.M.1270429. MASS DISC IN CONCRETE POST 7V MOM OF Y TRACT NO. 31920-1 FILE Na x PH: 714-668-5600 PH: 714-668-5600 F(619)336-3010 �2 CA XF z INTERSECT ON DF CORYDON STREET AND MISSION TRAIL 27'EAST OF THE CENTERUNE OF MISSION TRAIL DESIGNED BY: WMC DRAWN BY: WC (J j,5 BASIS OF BEARING: - 't=�yOC www.soilworicsinc.com CHECKED BY: S.W LSON PROJECT MANAGER:S.WILSON WALTER E.ALLISON,RCE 45448 qTY ENGINEER CNIEi INTERSECTIONS OF CEREAL REAL STREET BEING STONEMW STREET AND MCEREAL SIRES AND CORYDONTMSTRFET RLxA 7 t! i SEE SHEET 4 4 :�4 ".+ , 18 s+ ;�+ "'+ 48 g AS SS 41 47 i�iitl 1 "°+ izea � 14 _ 141 �+ °n 14, k + X .� 6 1 SW VErAL 'Al �> O s+ 14 + 'Al 110+ ® a ° M1°% - p s 6 °+ L-^ -------+---------+---- TRACT BOUNDARY E + ---`+-- ---- - - -�- - -12k4/�---------- --------=°+---- 21C��----- -------- -- - -- V-- y-- L, 6 i WAY -- --- a ---- °----- _ - -- - --- - - -- ---- ---- -- - ----- -- --- ---- ----- - RIGHT OF ,0+ •" -K-Y-Y-Y TOP&TOE OF SLOPE ----- ----- �' --------- --------- ----- --- - - --- -- - --- - C E� CUT AND FILL LINE —1250— PROPOSED CONTOUR 1 255 1246.39 1 -- ------ EXISTING CONTOUR 1250 - - EXISTING POWER POLE 1246 3L,--- PAD=XXXX PAD ELEVATION a9 eFL 55 LOT NUMBER LIMITS-� G III N�F `� ro FAQ Q 0�� -��. ,� '2% DAYLIGHT LINE �� N 3Z 10, N10 i� N SHEET FLOW RATE 3 N � N ",•��' v.'' �.. -�� GRADED SWALE 0 c> >• '-�- 2 0' ' I —- -— STREET CENTERLINE - — POINT EXISTING 1246;26" SWALE HIGH 1 I 1 / GROUND !"' '� FL --._ — FLOWLINE - --------- J1 --- - --- 1 � 18 CONSTRUCTION NOTE EXIST.2" DOA. + MONITORING WELL MW ABANDON IN PLACE MR) 5• PER SOILS REPORT TYP. SECTION -- �I --� FUTURE STORM DRAIN N.T.S. y:'/' 1246.12 " � � PER SEPARATE PLANS n:' 'y `�t ��F`� PROPOSED STORM DRAIN FL I'll �+ X°+ XOTE- APPLY FARTHGUARD FIQER MATRIX OR EQUIVALENT BONDED RBER M41 ��� + PER STREET IMP.PLANS ,+ + ^+ COMBINED Will/�4 SS SEED P R MANUFACTURER'S SPECIFlG1110N '� �" X �I FOR,,O,' PROPORTIONS, BL ING,AND METHOD OF APPWA110N s y� ° TO ENTIRE SE AND C NEL SIDE SLOPE Q µ ,+ TC TOP OF CURB X , J 11)�i + n ,M1�+ ,°»+ O ' "°+ ^".+ + �' '//% .Fib%�. .M1°+ Al + % FL FLOWUNE ELEV. I)I O .+ ,"�+ fk r� ° , �C'J- �J TG TOP OF GRATE .�� + �� ," - �� GB GRADE BREAK =1if;i a Ip a` ('� , - z ,M1^+ + 1.1 + `ems -F' �' ,`�+ """_ '� i�''" �� FS FINISH SURFACE '+ '1145.99 ��.`-�z� � h,} -j 1�✓ �,+ o .M1+ 12e93) FL X ^+ LP LOW POINT FL HP HIGH POINT ss INV. INVERT OF PIPE 141 14 -11 s O 6 M1 --- --12KV -- ---"+--o- ,--- °°� ----- -M1"-�--- -12K1 4 ------------------------r----�F-- T--- - --- --- - - - - _- —,�� + ---- --�----- --- �— - ----- ------------- HIC E GRAD SCAL 1 inch= 60 ft. Wb 6V 7/27//6 pm 111.1- REVISIONS: PREPARED UNDER SUPERVISION OF: SCALE: WILSON M►KAMI CITY OF LAKE ELSINORE ENGINEERING GEOLOGIST: SOILS ENGINEER: OWNER: e�lLssr SOILWORKS, INC. SOILWORKS, INC. McMILLIN SUMMERLY, LLC W CORPORATION SHEET o c SCOTT M.WILSON DATE DATE EARTH SCIENCES GROUP EARTH SCIENCES GROUP 2750 WOMBLE ROAD, SUITE 200 ° RCE NO.49884 EXP. 9-30-16 9 CORPORATE PARK T: 949-679-0090 ROUGH GRADING 350 FISCHER AVENUE 350 FISCHER AVENUE SAN DIEGO, CA 92106 DELETED INTERIM 1RAP.CHANNEL SECTIONS E-E&H-H h N.49554 THESE PLANS HAVE BEEN RENEWED FOR COMPUANCE WITH THE ?ul� IRVINE CA 92606 sun 100 F: 949-679-0091 DIAMOND DRIVE DDA PHASE D OF 07 REVISED CHANNEL AND TYPICAL CHANNEL SECTION $! ((7 E.a o/]nHa ENCHMARK: COSTA MESA, CA 92626 COSTA MESA, CA 92626 T(619) 794-1252 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND B MMK DESCRIPTION BY APPR. DAZE 'fl,� rnll \`' STATE LAWS,AND A PERMIT CAN BE ISSUED. RIVERSIDE BENCHMARK NO.BM E-3-70.ElEV.7279.829. BRASS DISC IN CONCRETE POST 72 NOR1H OF TRACT NO. 31920-1 FILE NO. PH: 714-668-5600 PH: 714-668-5600 F(619) 336-3010 �F Cp`\E INTERSECTION OF CORYDON STREET AND MISSION TRAIL 27'EAST OF THE CENRAUNE OF MISSION TRAIL DESIGNED BY: WMC DRAWN BY: WMC BASIS OF BEARING: 15�005 A WWW.SOIIWOTI(SIOC.CORI CHECKED BY: S.WILSON PROJECT MANAGER:S.WILSDN BRAD FAGRELL,RCE 920,EXP.6-30-17 qTY ENGINEER CENIERUNE OF CEREAL STREET,BEING N52'52'48'4,BETWEEN MONUMENTS 3 AND 4,BEING THE CENTERUNE W INTERSECTIONS OF CEREAL STREET AND STONEMAN STREET AND CEREAL STREET AND CORYDON STREET. EROSION CONTROL NOTES r/fy 1 �• y I; I( + I' Is r^'; LEGEND ALL EROSION CONTROL PLANS SHALL IN WITH CITY OF 0 258 CONSTRUCTION SITE BEST MANAGEMENTEPRACTICEES(BMP'S),AND STANDARDS LOUTLINED WITHIN THE LAKE NELSINORE DESIGN O 1 MANUAL TRACT BOUNDARY 1.THE DEVELOPER/CONTRACTOR IS RESPONSIBLE FOR ANY DISCHARGES BY SUBCONTRACTORS. 2.IN CASE OF EMERGENCY,CALL DENNIS BOWMAN AT(619)855-89DO(24 HOUR PHONE NUMBER). RIGHT OF WAY 3DEVICES TO REDUCE EROSION DAMAGE SHALL NOT BE PLACED MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE DIRECTOR OF PUBLIC WORKS OR .D , LOT LINE IN EMERGENCY, BY THE PERSON RESPONSIBLE FOR GRADING OPERATI ANONS. n " 1, 34amr °'" °'^ �'"f' -g - - - ° T ARE CLEARED AND GRADED SHALL BE LIMITED TO ONLY THE PORTION OF THE SITE THAT IS NECSSARY FOR CONSTRUCTION THE TOP&TOE OF SLOPE __ I, r CONSTRUCTION SITE SHALL BE MANAGED TO MINIMIZE THE EXPOSURE TIME OF DISTURBED SOIL AREAS THROUGH PHASING AND SCHEDULING y � I� 4.AR �,. r,, % ' : 1' ' ✓ 42 ' / ------- OF GRADING AND THE USE OF TEMPORARY AND PERMANENT SOIL STABILIZATION - C --- CUT AND FILL LINE 3,,A r'! FI _:,. ; -- +- �� 5.ONCE DISTURBED, GRADED SLOPES EXCEEDING A 3:1 RATIO AND/OR TEN (10) FEET IN HEIGHT(TEMPORARY OR PERMANENT) SHALL BE STABILIZED IF T FT z r't THEY WILL NOT BE WORKED WITHIN 7 DAYS. DURING THE STORM SEASON, ALL SLOPES SHALL BE STABILIZED 24 HOURS PRIOR TO A PREDICTED STORM is 36 '�"+ ;a', ' % " .` EVENT.CONSTRUCTION SITES SHALL BE REVEGETATED AS EARLY AS FEASIBLE AFTER SOIL DISTURBANCE AND WITHIN 7-DAYS OF COMPLETION. -1250- PROPOSED CONTOUR ,,+P1'. 4 I, �, 6.FILL SLOPES AT THE TRACT PERIMETER MUST DRAIN AWAY FROM THE TOP OF THE SLOPE AT THE CONCLUSION OF EACH WORKING DAY. 3: T3 41 , P 1 40 39 -- 'aJ---- EXISTING CONTOUR 7.THE CONTRACTOR SHALL BE RESPONSIBLE AND HAVE SIGNS POSTED ON THE SITE TO WARN AGAINST PUBLIC TRESPASS INTO AREAS WHERE WATER IS EXISTING POWER POLE IMPOUNDED. 8.DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY THE CITY ENGINEER. a PAD=XXXX PAD ELEVATION 14 * J9 40 74/ a ,fl 9.PLACEMENT OF DEVICES TO REDUCE EROSION DAMAGE WITHIN THE DEVELOPMENT SHALL BE - j � ���/// ,_�,,_�. �' 'I �i '' SHOWN ON THE APPROVED PLAN. 55 LOT NUMBER i a> r 3B 73 ,,, ,� - %,; JA m 10. DESILTING FACILITIES AT ALL DRAINAGE INLETS FOR THE GRADED SITE SHALL BE DESIGNED FORA / -��-�•- DAYLIGHT LINE TWENTY-FIVE (25)YEAR,SIX 6 HOUR STORM INTENSITY. THEY MUST BE DETAILED ON THE - • PLANS.DESIGN AND SPECIFIC RECOMMENDATIONS SHALL BE SUBMITTED FOR THE FOLLOWING: 2Z SHEET FLOW RATE DESILTING BASIN VOLUME BASED ON GRADIENT AND NATURE OF SOILS. b .• ��= as - GRADED SWALE $ b) THE EXTENT OF ALL GRADED AREAS AND IDENTIFICATION OF ANY TEMPORARY SOIL STABILIZATION MEASURES. t i > �_\ a �:... �a ' ''°� „ ,I �3. i✓ ✓ I -- -- STREET CENTERLINE c) SIZE OF DEILTING GAIN OUTLET PIPE AND OVERFLOW. , 5 d) DIKE REQUIREMENTS SHOW MINIMUM WALL WIDTH, SLOPE OF WALLS, PERCENT COMPACTION, ETC OUTLET CONDITIONS FROM THE DSILTING BASIN SHALL NOT EXCEED DOWNSTREAM LIMITATIONS.WITH THE EXCEPTION OF OVERFLOW,WHICH - - POINT IS TO BE DESIGNED TO PROVIDE CAPACITY OF 1.5 TIMES THE MAXIMUM DESIGN FLOW. SALE SIGH '� �;y %,j, ,� �� � ,. I' .LOT"AL" 12, NECESSARY MATERIALS SHALL BE AVAILABLE ON-SITE AND AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES s s, j l r 18 R I'J NOTE s �/rj ,,� ! - II •`" OR TO REPAIR ANY DAMAGED EROSION CONTROL MEASURES WHEN A 50%CHANCE�GREATER OF RAIN WITHIN A 48 HOUR PERIOD IS FORECAST FOR l� CONST UCT 0 TYP. B rvb� % /� 26 I� )r- LAKE ELSINORE BY THE NATIONAL OCEANIC AND ATMOSPHERIC AGENCY(NOAA). %/" � 25 'I OWN SHALL BE IN PLACE AT THE iI' [ 13. BMP'S SHALL BE MAINTAINED AND INSPECTED DAILY. ALL REMOVABLE PROTECTIVE EROSION CONTROL DEVICES SH - OINITORIND�'PIL ! "r �. %.f•% j �''� `'� END OF EACH WORKING DAY WHEN THE FIVE(5) DAY RAIN PROBABILITY FORECAST EXCEEDS FIFTY PERCENT(50%). MW ABANDON IN PLALE(TYP.) gip.. •,�,t- i r 14. AFTER A RAINSTORM , ALL PROJECT GENERATED SILT AND DEBRIS SHALL BE REMOVED FROM CHECK BERMS, ONSITE PUBLIC DRAINS AND PIPES, PER SOILS REPORT ,. r � ,N, II DRAINS AND PIPES OF ADJACENT PROPERTIES AND DESILTING BASINS AND THE BASINS PUMPED DRY. ANY GRADED SLOPE BMP'S DAMAGED DURING A /`' FUTURE STORM DRAIN GRAVEL BAG(1 WIDE x 2 HIGH) \ .,, , as 12 _�. RAINSTORM SHALL ALSO BE IMMEDIATELY REPAIRED. FAILURE TO PROVIDE EFFECTIVE MAINTENANCE MAY RESULT IN PENALTIES. '� PER SEPARATE PLANS �. r BURY SAG 1/2 BAG HEIGHT � `"- 'a� 23 a/ of `''x) ;A°.'. it �i" 18 15. DISCHARGING OF CONTAMINATED SOILS VIA SURFACE EROSION IS PROHIBITED. _ -_� ..� //'Y 24 =1' 16. CONSTRUCTION ACCESS POINTS SHALL BE STABILIZED WITH A COMBINATION OF ROCK AND SHAKER PLATES YEAR-ROUND TO PREVENT TRACK-OUT. Y�l 1 I6 ____ PROPOSED STORM DRAIN FLOW `- � aj� f 'v i �'jE, ROUTINE STREET SWEEPING SHALL BE PERFORMED ON ALL PAVED STREETS WHERE TRACKING IS OBSERVED.VACUUM SWEEPERS SHALL BE USED WHEN PER STREET IMPROVEMENT PLANS _ � Jf4 - %!� %! STREET SWEEPING BECOMES INEFFECTIVE. TC OF CUB h 28 I /r I III - STAGGER RAGS \ °' a f� a (I '9 NPDES/STORM WATER POLLUTION NOTES FL TFOLOWUNE EREV. )I 1.THE DEVELOPER AND HIS CONTRACTOR ARE RESPONSIBLE FOR IMPLEMENTATION AND MAINTENANCE OF THE SWPPP-APPROVED, 30 11. PRE-QUALIFIED BMP'S FROM THE CALIFORNIA STORM WATER QUALITY ASSOCIATION CASQA HANDBOOK I WEBSITE FOR CONSTRUCTION TO RETAIN TG TOP OF GRATE ____ ________ - l"` 1 SEDIMENTS FROM AREAS DISTURBED ONSITE TO THE MAXIMUM EXTENT PRACTICABLE. THE EROSION CONTROL MEASURES INCLUDE THOSE SHOWN ON GB GRADE BREAK 27 ' , �` �,., �' :�+ ,"°," ; ' I� THIS PLAN AND APPLICABLE SWPPP AS WELL AS ANY ADDITIONAL EROSION CONTROL MEASURES E.G., HYDROSEEDING , MULCHING OF STRAW, FS FINISH SURFACE 20 GRAVEL-BAGGING , DIVERSION DITCHES, RETENTION BASINS, ETC.) DICTATED BY FIELD CONDITIONS TO PREVENT EROSION AND/OR THE INTRODUCTION GRAVEL BAGS (1 WIDE X 2 HIGH 23 `� 22 h a LP LOW POINT /'- '' ," ' ' 2.STORM WATER POLLUTION PREVENTION PLAN(SWIPPP)E SHALL NBE KEPT ONSITE AND MADES VAILABLENUPON YREQU REQUEST OF A REPRESENTATIVRE OFF THE HP HIGH POINT NOT TO SCALE \ ' . $ - 1 ` REGIONAL WATER QUALITY CONTROL BOARD(RWOCS)-SANTA ANA REGION AND/OR THE CITY OF LAKE ELSINORE. INV. INVERT OF PIPE i-- 26 �w , 3 F 'I" 51 3.CONSTRUCTION SITES SHALL BE MAINTAINED IN SUCH A CONDITION THAT AN ANTICIPATED STORM DOES NOT CARRY WASTES OR POLLUTANTS OFF THE 21 r SITE.DISCHARGES OF MATERIAL OTHER THAN STORM WATER (NON-STORM WATER)ARE PROHIBITED EXCEPT AS AUTHORIZED BY AN INDIVIDUAL NPDES .r '!/ PERMIT UNDER THE STATEWIDE GENERAL PERMIT-CONSTRUCTION ACTIVITY. r 126d i FG TOP ; ^"'t• "tea. .w, � � gpT, 4.POTENTIAL POLLUTANTS INCLUDE BUT ARE NOT LIMITED T0: SOLID OR LIQUID CHEMICAL SPILLS; - � �� "�� WASTES FROM PAINTS, STAINS, SEALANTS SOLVENTS DETERGENTS GLUES UME, PESTICIDES HERBICIDES, FERTILIZERS, WOOD PRESERVATIVES, Inlet Edge of Pavement ` / ASBESTOS FLAKES AFL OILS LUBRICANTS, AND HYDRAULIC , RADIATOR AND RELATED CUTTING ORCURNG RESIDU SOATABLE ASTES ; WASTES FROM ENGINE/EQUIPMENTSTEAM BATTERY OR FLUIDS CLEANING ORCH CHEMICAL AL AND DEGREASING; WASTES FROM STREET CLEANING; AND SUPER-CHLORINATED POTABLE WATER FROM LINE FLUSHING AND TESTING. DURING CONSTRUCTION, • DISPOSAL OF SUCH MATERIALS SHOULD R IN A SPECIFIED AND CONTROLLED TEMPORARY AREA ON-SITE PHYSICALLY SEPARATED FROM Flow Flow -' `"' POTENTIAL STORM WATER RUNOFF, WITH ULTIMATE DISPOSAL IN ACCORDANCE NTH LOCAL,STATE AND FEDERAL REQUIREMENTS. !\ P 5.RUNOFF FROM EQUIPMENT AND VEHICLE WASHING SHALL BE CONTAINED AT CONSTRUCTION SITE AND MUST NOT BE DISCHARGED TO RECEIVING WATERS i 3 OR THE LOCAL STORM DRAIN SYSTEM . o ; - 6.APPROPRIATE BMPS FOR CONSTRUCTION-RELATED MATERIALS, WASTES, SPILLS OR RESIDUES SHALL BE IMPLEMENTED TO ELIMINATE OR REDUCE 24 TRANSPORT FROM THE SITE TO STREETS, DRAINAGE FACILITIES,OR ADJOINING PROPERTIES BY WIND OR RUNOFF. Spillway, 1-bag high Sandbags 26 7.MATERIAL STORAGE AND STAGING AREAS SHALL BE ESTABLISHED . FUEL TANK, PORTABLE TOILETS, LIQUIDS, GELS AND POWDERS BALL HAVE 24 SECONDARY CONTAINMENT AND BE STORED AWAY FROM ALL PRIVATE I PUBLIC STORM WATER CONVEYANCE SYSTEMS, SIDEWALKS , RIGHTS-OF-WAYS 2-bags high AND FLOW-ONES. -HILL VIDE OF THE LINERS TO.CONTAIN `mod _ 8.ALL PORTABLE MIXERS SHALL HAVE PLASTIC LINERS UNDERNEATH WITH GRAVEL BAGS PLACES ON THE DOWN TYPICAL PROTECTION FOR INLET ON SUMP 227 DISCHARGE. 9.CONTROLLED STREET WASHING WILL ONLY BE ALLOWED PRIOR TO THE APPLICATION OF ASPHALT SEAL COATS AND ONLY WHEN ALL PERTINENT DRAINAGE INLETS ARE PROTECTED. 10. ALL CONSTRUCTION CONTACTORS AND SUBCONTRACTOR PERSONNEL ARE TO BE MADE AWARE OF THE REQUIRED BMPS AND GOOD HOUSEKEEPING MEASURES FOR THE PROJECT SITE AND ANY ASSOCIATED CONSTRUCTION STAGING AREAS. 11.DISCHARGING CONTAMINATED GROUNDWATER PRODUCED BY DEWATERING GROUNDWATER THAT HAS INFILTRATED INTO THE CONSTRUCTION SITE IS PROHIBITED. DISCHARGING NON-CONTAMINATED GROUNDWATER PRODUCED BY DEWATERING ACTIVITIES MAY REQUIRE A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES)PERMIT FROM THE REGIONAL WATER QUALITY CONTROL BOARD. 12. STORM WATER RUNOFF SHALL NOT BE DIRECTED OVER ANY SLOPES WITHOUT PERMANENT DOWN DRAINS INSTALLED. EROSION AND SEDIMENT Edge of Pavement CONTROLS INCLUDING MAINTENANCE ARE REQUIRED ON ALL EXPOSED SLOPES UNTIL SUFFICIENT PERMANENT LANDSCAPING HAS BEEN ESTABLISHED. Inlet '' 100%SLOPE PROTECTION MUST BE IN PLACE PRIOR TO THE ISSUANCE OF THE FINAL CERTIFICATE OF OCCUPANCY. - f=YY^� 13. VEGETATION CLEARING AND BRUSHING ACTIVITIES SHALL NOT BE INITIATED DURING THE WET SEASON ON ANY SITES WHICH ARE NOT ADEQUATELY PROTECTED WITH DESILTING BASINS OR OTHER TEMPORARY DRAINAGE OR CONTROL MEASURES. Flow `� 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 23 `\ - // 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)AS REQUIRED BASED ON SITE RISK LEVEL OR AS MANDATED 8Y THE SANTA NA REGIONAL BOARD NPDES PERMIT,GENERAL PERMIT-CONSTRUCTION ACTIVITIES. Spillway, 1-bag high Sandbags ,( 16. AT THE END OF EACH DAY OF CONSTRUCTION ACTIVITY, ALL CONSTRUCTION DEBRIS AND WASTE MATERIALS SHALL BE COLLECTED AND PROPERLY / DISPOSED OF IN TRAIT OR RECYCLE BINS. 2-bags high y3 f / R20' �'y%N 17. THIS SITE HAS OBTAINED A NATIONAL POLLUTION PREVENTION ELIMINATION SYSTEM (NPDES) PERMIT TO REGULATE MUNICIPAL AND INDUSTRIAL TYPICAL PROTECTION FOR INLET ON GRADE 1 ' " s�%Po STORM NPD SWATER WDD#81SCHARGES 33C358736 DATE WDID ISSUED: 06/23/10 �O 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. . NOTES: \� �• TRACK CLEAN o U 1,MIN 1. Intended for short-term use. - , ' - O - ���/ o. 2. Use to inhibit non-storm water flow. _,__"4„--- - SCOT M. WILSON R.C.E. N 4 XP. 09 30 14 DA E \ fi COARSE A 3. Allow for proper maintenance and cleanup. - AGGREGATE _5Ovd 4. Bags must be removed after adjacent operation is completed \ \ M` - - 5. Not applicable in areas with hiqh silts and clays without filter fabric. FILTER FABRIC �C CON6{RUCTON NOTES 23 INSTALL GRAVEL 24 CONSTRUCT DRAIN BAG ROW PROTECRONLTY�30 PER CASOA SE-10 AND DETAIL HEREON GRAPHIC SCALE NOTE: TO BE INSTALLED PRIOR TO THE\INSTALLATION GRAVEL CONSTRUCTION ENTRANCE TO BE INSTALLED DURING CONSMC77ON OF STORM DRAIN IMPROVEMENTS 1w 2w DRAIN INLET PROTECTION OF THE STORM DRAIN IMPROVEMENTS NOT TO SCALE �� 25 CONSTRUCT GRAVEL CONSTRUCTION ENTRANCE PER DETAIL HEREON NOT TO SCALE L`t DITCH TO DOWN DRAIN DETAIL CASQA TC-1 STABILIZED CONSTRUCTION ENTRANCE/EXIT 0-INSTALL HYDROMULCH ON SLOPES ( 1N FEET) CASGA SE-10 DRAIN INLET PROTECTION -TYPE 3 NOT TO SCALE U�b g J 1.211.1 (F INSTALL SILT FENCE PER DETAIL ONSHEET 2 1 inch= e0 ft. ENGINEERING GEOLOGIST SOILS ENGINEER OWNER REVISIONS: PREPAR UNDER SUPERVISION OF: SCALE: WI LSON MI KAMI CITY OF LAKE ELSINORE PROFESS/py� 6W.71-/IL C O R F RATIO N SOILWORKS, INC. SOILWORKS, INC. McMILUN SUMMERLY, LLC . �� I% ` 3 PETERS CANYON T: 949-679-0090 EROSION CONTROL SHEET 6 c o SCOTT M.9884 DATE DATE: EARTH SCIENCES GROUP EARTH SCIENCES GROUP 2750 WOMBLE ROAD, SUITE 200 RCE N0.49884 EXP. 9-30-16 350 FISCHER AVENUE 350 FISCHER AVENUE SAN DIEGO, CA 92106 w N..49884 a SUITE 110 F: 949-679-0091 S' OF 17 Eap THESE PLANS HAVE BEEN REVIEWED FOR COMPUANCE WITH THE IRVINE CA 92606 DIAMOND DRIVE DDA PHASE D COSTA MESA, CA 92626 COSTA MESA, CA 92626 T(619)794-1252 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND BENCHMARK: _ 79.829. _ PH: 714-668-5600 PH: 714-668-5600 F(619)336-3010 MARK oEscmpnoN BY APPR. DAZE sglF 'C• �P STA LAWS,AND A PERMIT CAN BE ISSUED. RIVERSIDE SECTIOBN of OMN CHMARK NO.BSN�ET AND MISSION TRAI 27 EAST OF THE DISC IN CONCRETE POST OF MISSION TRAIL. r TRACT NO. 31920-1 FILE N0. Ei DESIGNED BY: WMC DRAWN BY: WMC IS BASS OF BEARING. C WWW.SOIIWOTI(SIIIC.CON1 CENTERUNE aF CEREAL STREET,8EIM N575Z48N BETWEEN MONUMENTS 3 AND 4,BEING THE CENTERDNE -J - CHECKED BY: S.WILSON PROJECT MANAGER:S.WILSON WLTER E.AWSON RCE 448,CITY ENGINEER INTERSECTIONS OF CEREAL STREET MO STONOMW ANO CEREAL STREET AND CORIDON sTPEET. LEGEND ul N +� 7e w - _ TRACT BOUNDARY TRACT 1920-9 +s +w r r m � RIGHT OF WAY LOT LINE R _ �� ���♦ �� � �� � +s � +'� / �= � �h _ � � y:y TOP&TOE OF SLOPE CUT AND FILL LINE -1250- PROPOSED CONTOUR -1250--- EXISTING CONTOUR EXISTING POWER POLE ol i- PAD-XXXX PAD ELEVATION 00 X ��11 \� i +4b +, I +�> 55 LOT NUMBER DAYLIGHT LINE + z " ( SHEET FLOW RATE GRADED SWALE STREET CENTERLINE SWALE HIGH POINT FLOWLINE ACT„319P d 18 CONSTRUCTION NOTE +"s EXIST.2"DIA. MONITORING WELL MW ABANDON IN PLACE(TYP.) +°l t o/ PER SOILS REPORT \ ' +s i FUTURE STORM DRAIN �.. r % + / / '� �gro - �, / PER SEPARATE PLANS i I PROPOSED STORM DRAIN PLANS y, �/vI, TC TOP OF CURB FL FLOWUNE ELEV. ,. +;' � TO TOP OF GRATE +`'; GB GRADE BREAK FS FINISH SURFACE 31920 l _ LP LOW POINT LOT 18 Al °> > _ + HP HIGH POINT +'. \) INV. INVERT OF PIPE cp - r d +e SITE ' Iy s +s> +s +.s 19a -nV O 'S TOP OF BERM a s �I 'I ti X 64 _ +?> TORMISRNN s s s +. A ---_ ---- � vv +�� �� GRAPHIC SCALE +� �� > �1 +° - ✓I ACT 319 '�8 *'r ��+ A ry60 s s \ IN FEff Al71, ENGINEERING GEOLOGIST- SOBS ENGINEER: OWNER REVISIONS: PREPARED UNDER SUPERVISION OF: SCALE: WILSON MIKAMI CITY OF LAKE ELSINORE �oTEs$1� SOILWORKS, INC. SOILWORKS,INC. McMILUN SUMMERLY, LLC 4! 1W C O R PO RATION SHEET 7 h o SCOTT M.WILSON ATE DATE: 9 CORPORATE PARK T: 949-679-0090 ROUGH GRADING EARTH SCIENCES GROUP EARTH SCIENCES GROUP 2750 WOMBLE ROAD, SUITE 200 RCE NO.49884 EXP. 9-30-16 SUITE 100 350 FISCHER AVENUE 350 FISCHER AVENUE SAN DIEGO,CA 92106 No.49884 m / F: 949-679 0091 OF Q NEW BORROW SITE AREA 6 � * THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE WITH THE g l�<<Io IRVINE CA 92606 DIAMOND DRIVE DDA PHASE D COSTA MESA, CA 92626 COSTA MESA, CA 92626 T(619) 794-1252 Exp.Bn0/tB APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND BENCHMARK: MARK DESCRIPTION Br APPR. DA J?9 ccvil �r STATE LAWS,AND A PERMIT CAN BE ISSUED. RIVERSIDE BENCHMARK N0.BM E-3-70.ELEV.1279.829. BRASS DISC IN CONCRETE POST 72'NORTH OF'r TRACT NO. 31920-1 FILE NO. PH: 714-668-5600 PH: 714-668-5600 F(619)336-3010 7f CAVE, INTERSECTION OF CORYDON STREET AND MISSION TRAIL 27'EAST OF THE CENTEMJNE OF MISSION TRAIL DESIGNED BY: WMC DRAWN BY: WMC BASIS OF BEARING: wwwsoilworksinacom CHECKED BY: S.WILSON PROJECT MANAGER:S,WILSON BRAD FAGRELL,RCE J43920,EXP.6-30-17 CITY ENGINEER CEMEftCTI S CEREAL STREET,BEING STONEN5252'48 W,RENTEAN MONUMENTS 3 AND 4,BEING THE RENTERONE INTERSECTIONS OF CERFPL STREET AND STONE"STREET AND CERFPL STREET AND CORIDON STREET.