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HomeMy WebLinkAboutTR 31920-9 PGP 16-421-16-437 AS BUILT GR4DMIG NOTES ENER'S NOTICE I. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF LAKE ELSINORE MUNICIPAL CODE, CHAPTER SHALLR AGREES THAT HE 1572 AND E SOLE AND COMPLETE CODE(URG),CHMPTER 33 INTROS AND SPECIFlC1nONS AND THE LATEST EDIMON OF THE UNIFORM BUILDING CITY OF LA �E ELSINORE RESPONSIBIITY 1. OR JJOBS17F CONDITIONS DURING ATHECOURSE OF CONSTRUC -CENTERLINE �y 2. A PERMIT SHALL BE OBTAINED FROM THE ENGINEERING DEPARTMENT; CRY OF LAKE£LSINORE,PRIOR TO ANY �- INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REWIREMEVT SHALL OPERATIONS FF -FINISH FLOOR APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS THE 3. THE DEVELOPER AND/OR THE CONTRACTOR SHALL NOTIFY ALL U77Lm COMPANIES AND UNDERGROUND FS -FINISH SURFACE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD TH£ OWNER AND ENGINEER � l! SERVICE ALERT (USA)AT(1-800-422-4133)FORTY-EIGHT(46)HOURS PRIOR TO GRADING. FL -FLOW LINE - HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH _ 4. THE CONTRMC70R SHALL NOTIFY THE CITY ENGINEERING DEPAR774EIVT AT LEAST TWENTY-FOUR(24)HOURS IN GF -GARAGE FLOOR THE PERFORMANCE OF WORK ON THIS PROJECT EXCEPTING FOR LABILITY ARISING ADVANCE OF BEGINNING GRADING OPERATIONS P -PAD ELEVATION FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. 5 DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY THE CITY ENGINEER. PL -PROPERTY LINE (gK�NORE ppNE 6. CUT SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL, UNLESS OTHERWISE APPROVED, HP -HIGH POINT - 2 ALL UNDERGROUND U77LIMES OR STRUCTURES,REPORTED OR FOUND ON PUBLIC. AND SHALL BE SHOWN ON THE PUN. MH -MANHOLE RECORDS, ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EKTSVT. THE _ HEMLOCK STREET 7. FlLL SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL UNLESS OTHERWISE APPROVED, RW -RIGHT-OF-WAY /�.�, OWNER, BY ACCEPTING 771ESE PLANS OR PROCEEDING WITH THE IMPROVEMENTS SHALL BE SHOWN ON PLAN AND SHALL NOT HAVE LESS THAN 90%RELATIVE COMPACTION OUT TO THE FINISHED TC -TOP OF CURB HEREON, AGREES TO ASSUME LIABILITY AND HOLD THE ENGINEER HARMLESS FOR SURFACE. --DIRECTION OF FLOW ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR 8. FILLS SHALL BE COMPACTED THROUGHOUT TO BOX DENSITY AS DETERMINED BY THE MODIFIED THREE (3) ♦ -ENHANCED ELEVATION STRUCTURES NOT REPORTED OR INDICATED ON PUBLIC RECORDS, OR THOSE , LAYER AS.TM D-1557-70 TEST METHOD. ® -AIR CONDITIONING PAD CONSTRUCTED AT VARIANCE WITH REPORTED OR RECORD LOCATIONS. THE PROECT 9. PILL AREAS SHALL BE CLEANED OF ALL V'EGETA77ON AND DEBRIS,SCIRIFIEO,AND INSPECTED BY THE GRADING CONTRACTOR IS REQUIREDRY TO TAKE DUE PREC4004 MEASURES TO PR07ECT q` INSPECTOR AND APPROVED SOILS TESTING AGENCY PRIOR TO THE PLACING OF FILL. 61 -LOT NUMBER �'� THE U77LI77ES OR STRUCTURES SHOWN AND ANY OTHER FOUND AT THE SITE: IT -9E 10. ALL ALL MATERIAL SHALL BE CLEAN EARTH. NO FlLL SHALL BE PLACED UNTIL PREPARATION OF GROUND 5 + - SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF ALL LOT 'A H.O.A.MAINTAINED '� U77LMES OR STRUCTURES CONCERNED BEFORE STARTING WORK. VILLAGE PARKw OWE STREET APPROVED BY THE SOILS ENGINEER LANDSCAPED OPEN SPACE 11. FINISH OWE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN X'PER FOOT FOR A �..�-TENTATIVE TRACT 31920,7 3 THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE EDIT, OR MINIMUM OF THREE(3)FEET, THEN 1%(MINIMUM)70 FLOW LINE OF EARTH SCALE. BOUNDARY 12 MINIMUM BUILDING PAD AND DRAINAGE SCALE SCOPE SHALL BE 1%IF CUT OR FILL SLOPE/S LESS THAN 8°W -EXISTING 8"WATER LINE LIABLE FOR, UMUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL TEN FEET (109, AND 2X!F CUT OR FILL/S GREATER TMN TEN FEET(109. DRAINAGE SWAIES SHALL BE A '9r=-EXISTING STORM DRAIN LINE CHANGES TO THESE PLANS MUST BE IN WRIMNG AND MUST BE APPROVED BY THE WOW MAP LEMON STREET MINIMUM OF 0.5'DEEP AND CONSTRUCTED A MINIMUM OF TWO FEET (2) FROM THE TOP OF CUT OR PILL �8"SS -EXISTING 8'SEWER LINE PR£PARER OF THESE PUNS. SLOPES �-� -EXISTING FIRE HYDRAINi ^� 4. QUANTITIES SHOWN HEREON ARE PROVIDED FOR BONDING PURPOSES ONLY. 13. PROVIDE 5'WIDE BY P HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5'HIGH. -EXISTING STREET LIGHT CONTACTORS SHALL BE RESPONSIBLE FOR VERIFYING ALL OUtNNRES PRIOR TO FROWN CONTROL NOTES 14. PROVIDE A BROW DITCH,DESIGNED TO HAND ONE HUNDRED(100)YEAR S70RM FLOWS ALONG THE TOP OF TM BIDDING FOR CONSTRUCTION 1. ALL EROSION CONTROL PLANS SHALL BE IN ACCORDANCE WITH CITY OF LAKE 15. NO OBSTRUCTION OF FLDODPLAINS OR NATURAL WATERCOURSES SHALL BE PERMITTED Vy CUT SLOPES -PROPOSED DRIVEWAY DEPRESSION - � OL cS EN(a+/NEER�S+ +�+ERT�CATE ELSINORE ORDINANCE NOS 529, 772,802, 1237, 1004,COAGMUC77ON SITE BEST . MANAGEMENT PRACTICES BMPS AND STANDARDS OUTLINED WITHIN THE LAKE ELSINORE 16. A SOILS ENGINEER SHALL BE RETAINED BY THE DEVELOPER TO SUPERVISE GRADING AND PROVIDE A FINAL _ - - ----- ' -PROPOSED STREET PARKING SPACE ----_ _--.__- - - -- DESIGN MANUAL SOILS REPORT WINCH INCLUDES FOUNDATION REQUIREMENTS(SUBDIVISIONS)AND EXPANSIVE CHARACTERISTICS OF ® 1 I ---- --_ --"---__._„---- - __ THESE GRADING M PLANS!LAVE BEEN REVIEWED BY THE UNDERSIGNED AND FOUND TO 2 THE DEVELOPER/CONTRACTOR IS RESPONSIBLE FOR ANY DISCHARGES BY BE M CONFORMANCE WITH THE RECOMMENlATIONS AND SPEC1FlCAnONS OUTLINED IN THE SOIL -PER L EXISTING PERIMETER WALL _ ___ - 7H£ S LS AND GEOLOGICAL RECONNAISSANCE REPORT .PREPARED FOR THIS SUBCONTRACTORS 17. GRADING CLRnPIGiTION BY THE DEVELOPERS CML ENGINEER AND A FINAL COMPACION REPORT BY A SOILS PER LANDSCAPE PLANS I / ____ -- +YAMI6iLr ►%ACE _-__- -___ I � J. IN CASE OF EMERGENCY,G1I1 PAUL WARNER(RESPONSIBLE PERSON)AT ENGINEER SHALL BE SUBMITTED TO THE BUILDING AND ENGINEERING DEPARTMENTS PRIOR TO ISSUANCE OF - I ------r=- -- -a--- - - 0 'LIE (951)712-4406 (24-HOUR PHONE NUMBER). ❑ EXISTING PILASTER � ( � "�-__-- �__ -- - � pp �11, BUILDING PERMITS PER LANDSCAPE PLANS I 1 9 II r 4135 6 4. DEVICES TO REDUCE EROSION LAMAGf SHALL NOT BE PLACED,MOVED, OR MODIFIED 18. THE SOILS ENGINEERING INWSTG47I0N PREPARED BY CONVERSE CONSULTANTS DATED DEC. 05, 2013 AND -PROPOSED 9 BLOCK WALL I I ) ( I II II, NATURE) (RCE NO.) (DATE) WITHIN/T THE APPROVAL OF THE DIRECTOR Of PUBLIC WORKS OR,IN AN EMERGENCY,BY SOILRORKS DATED OCT..5,2012 ARE A PART OF THIS GRADING PLAN AND SHALL BE IN COMPLIANCE. PER LANDSCAPE PLANS I 1 \ 1 / 27 II it THE PERSON RESPONSIBLE FOR GRADING OPERATIONS 19. A REGISTERED C1V/L ENGINEER OR LICENSED LOUD SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING PAD -PROPOSED TRAP FENCE W/ �i I I /D 20 21 22 I� 23 24 25�- 6 11dd Ii I; 5. AREAS THAT ARE CLEARED AND GRADED SHALL BE LIMITED TO ONLY THE PORTION OF ELEVATION. WHERE SPECIFIC fLEYAnONS ARE REQUIRED THE ELBYAT/ON (WITH RESPECT ]O MEAN SEA LEVEL) GATE PER LANDSCAPE PLANS (� I I I. I 28 .�' I I it �I LI NG Z3O7 W THE SITE 77MT IS NECESSARY FOR CONSTRUCTION 7H£CONSTRUCTION S/I£SHALL BE SHALL BE GIVEN IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL 18 �I - 1( II (SIGNATURE) (RCE N0.) (DA7E) MANAGED 70 MINI E DIPO R F BED SOIL AREAS THROUGH P ING � MINIMIZE THE SU E TIME 0 DISTURBED 7HROU HAS -PROPOSED VINYL OR WOOD I T _ __ -__ AND SCHEDULING OF GRADING AND THE USE OF TEMPORARY AND PERMANENT SOIL DISTANCE ABOVE 774E AlAIACENT GROUND SHALL BE GIVEN. - GATE PER LANDSCAPE PLANS \•� I I STAB/LIZAnON. + 20. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY _ _ samr�aEes- _- ` ",.y i I I I; oQpOFES51p, 6. ONCE DISNRBETI,GRADED SLOPES EXCEEDING A 3.'1 RATIO AND/OR TEN(10)FEET------ _ CONSTLCTION/GRADING. - T I T� _ _ q 1� EARTHWORK QUANTITES p`� VREGOR PF2 !I I I I \ 1 q ,w IN HEIGHT(TEMPORARY OR P£RAIANENT)SHALL BE STABILIZED/F nlfY WILL NOT BE -- 21. STABNTY CALCULATIONS WIITl A SAFETY FACTOR OF AT LEAST 1.5 SHALL BE SUBMITTED BY A SOILS - ( 17 I 1� " c m W17RKfD WITHIN SEVEN(7)NYS. DURING THE STORM SEASON ALL SLOPES SHALL BE ENGINEER TO THE BUILDING AND ENGINEERING DEPARTMENTS FOR CUT AND FILL SLOPES OVER THIRTY FEET(309 (i I I I- I II, 8400 CY CUT 8400 CY FILL T3�q v IN VERTICAL HEIGHT. ]];1 1 51 30 1<� I I o C 84175 m STABILIZED TWENTY-FOUR(24)HOURS PRIOR TO A PREDICTED STORM EVENT. 4746 1d I 11 t + CONSTRUCTION SITES SHALL BE RE-VEGETATED AS EARLY AS FEASIBLE AFTER SOIL 22. A FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER 1HAN ONE FOOT(1). �9�I ��I /6 I I I I II '1 1� 1,1 CAW- DISTURBANCE AND WITHIN SEVEN(7)DAYS OF COMPLETION. 23 /F STEEP SLOPING TERRAIN OCCURS UPON WHICH PILL IS TO BE PLACED,IT MUST BE CLEARED,KEYED AND I ' I T 52 O+� I 1 - _ i 1�1 1' `PAq - 7. FILL SLOPES AT THE TRACT PERIMETER MUST DRAIN AWAY FROM THE TOP OF THE BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A REGISTERED �-"- �I I ' 1 � d 1 1 1� �OFCnnLW SLOPE AT THE CONCLUSION Of EACH WORKING"DAY. " SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. SLOPES GREATER THAN 51 ARE REQUIRED TO BE ' '-jl l 1 i 1 I 1 3/ 'll 1 1', 8. THE CONTACTOR SHALL BE RESPONSIBLE AND HAVE SIGNS POSTED ON THE SITE TO KEYED AND BENCHED. LI' 1553I I +� 11 1 ! \1 11 pE0 G WARN AGAINST PUBLIC TRESPASS INTO AREAS WHERE WATER IS IMPOUNDED. 24. THE SOILS ENGINEER SHOULD INSPECT THE CONSTRUCTION IN THE FOLLOWING STAGES• 1 - 57 FOl 9. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY THE A. UPON COMPLETION OF CLEARING AND DURING EXCAVATION AND BEFORE BACKFLL OF ALLUVIAL, COLLUVAL, �' -I I - --- I \ �1 1 32 \1 1\,, wc��o'V A.Mgry N CITY 00NEfR. - AND TERRACED AREAS AND ANY SUBSTRUCTURES \ L I 44 1 1 \ \\ �+[ v ¢y rvo.zao� N 10.PLACEMENT OF DEVICES TO REDUCE EROSION DMMG£W17HIN THE DEVELOPMENT B. DURING ALL ROUGH GRADING AND OPERATIONS INCLUDING PRE-COMPACTION, BENCHING AND FILLING 1/1 1, \ \ \t mac' ^ * EN�IUEEgING SHALL BE SHOWN ON THE APPROVED PUN OPERAIKNS 1 TTF SHEET tt' I 7 /4 - �` 1..2_ \ \ GeaoclsT * 11.DESIL TAG FACILITIES AT ALL DRAINAGE INLETS FOR THE GRADED S17F SHALL BE - _ \ \ 33 1 \ \, C. DURING INSTALLATION OF BUTTRESS AND CANYON SUB-DRAINS AND FILTER M4TER14L �1 2 LOTS 1-4 `Pq �V' DESIGNED FOR ATWENTY-ETV£(25)YEAR,SIX(6)HOUR STORM/N]£NSITY. THEY MUST D. WHEN ANY UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED WRING fONSTRUCnON. q $1/ \ 45 \ \ \ BE DETAILED ON THE PLANS DESIGN AND SPECIFIC RECOMMENDATIONS SHALL BE 13 O \ \,, 3 L07S 5-8 Of CALW 25 EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT OR AN0774ER I /2 // /G 8 e �\ \ 15 \, \ \ \ \\ 4 L07S 9-12 SUBMITTED FOR THE FOLLOWING f APPROVED GROUNDCOVER,AT TWELVE INCHES(12)ON CENTER. SLOPES OVER FIFTEEN FEET(159 IN VERTICAL / // f \\\ \ \ (] \ \ ,�\• 5 L07S 13-16 A)DESIL77NG BASIN VOLUME BASED ON GRADIENT AND NATURE OF SOILS i HEIGHT, IN AOD177ON TO GROUNDCOIER, SHALL BE PUNTED WITH APPROVED TREES SHRUBS, OR COMBI A77ON / l __= - \ \ `,, \ 9 +. \\ \ \ C, 6 L07S 17-19 B)THE EXTENT OF ALL GRADED AREAS AND IDEN77RCA77ON OF ANY TEMPORARY SOIL _ _ __ A A STABILIZATION MEASURES. �� - \ \ V A �VA 7 L07Y 23-26 ti ]HEREOF. SHRUBS SHALL BE PLANTED AT TEN FEET (f L ES CENTER; TREES AT TWENTY FEET (20) ON + --- �• ` \ 35 ,\ \ \ 8 LOTS 27-31 C)SIZE OF DESIL77NG LASIN OUTLET PIPE AND OVERFLOW. CENTER,•COMBINATIONS FIFTEEN FEET 15' ON CET47fR. SLOPES OVER THREE FEET 3' IN VERTICAL HEIGHT r ' � 7 ( ) O / / 1 f yy - 11 1 / \\ \\ \ \ \\. 9 LOTS 32-35 D)DIKE REQUIREMENTS SHOW MINIMUM WALL WIDTH,SLOPE OF WALLS PERCENT SHALL HAVE PERMANENT IRRlG4TION S>5TEMS WITH&ACKfLOW PREVENTION DEl4C£S PER U.B.C. 1"� 1 7 i I 4/ \ \ COMPACTION,ETC. 7 / / 1 1 1- \ \ 1 10 L07S 36-42 38 26. APPROVED PR07EC77PE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT , 1 i I/ 6 1 1 L ' \ \ \, E OUTLET CONDITIONS FROM THE DESIL77NG BASIN WLL NOT EXCEED DOWNSTREAM ADJOINING APP PROPER SIO DURING THE GRADING PROJECT. / i 1 I \\ 36 \ \, 11 L075 39-42 LIMITATIONS, WITH THE EXCEPTION OF OVERFLOW, WHICH IS TO BE DESIGNED 70 PROVIDE 27. APPROVED EROSION PREVENI7VE DEVICES STALL 8f PROVIDED AND MAINTAINED WRING THE RAINY SEASON l l --'------ I__ I _ m I \\ \\\ 12 L015 43-47 CAPACITY OF 1.5 TIMES THE MAXIMUM DESIGN FLOW. AND SHALL BE /N PLACE AT THE END OF EACH DAYS WORK. / / _- \/ O '� �/ _ V\\ 13 LOTS 48-49,56-57 l I \ \ __i \ �� �, 14 L07S 50-55 12 N£CESSAR�MATERACS SHALL BE AVAILABLE ON-SITE AND AT CONVENIENT LOCATIONS 28. ALL WORK SHALL CONFORM TO THE CITY AND STATE CONSTRICTION SAFETY ORDERS l / /-----___ \ 5 i _ TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES OR TO REPAIR ANY DAMAGED 29. THE LOCATION AND PROIECnON OF ALL UTILITIES IS THE RESPONSIBILITY OF 7H£PfRMlIIEE: l '-- - q \\ 15 LOTS 58-59 / l -i �� ' m \ \ 1 1 \ 37 i� 16 LOTS 9-19,50-55 EROSION SEDIMENT PLAN CONTROL MEASURES WHEN A 50%OR GREATER CHANCE OF RAIN WITHIN A' 30. AN APPROVED SET OF GRADING PLANS SHALL BE ON THE JOBSITf AT ALL TIMES `- \.\, FORTY-BIGHT(46) HOUR PERIOD IS FORECAST FOR LAKE ELSINORE BY THE NATIONAL 31. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITk f770M BEGINNING TO COMPLE710N OF GRADING 4 \\ .� ,�6 \ ��% \ 17 LOTS 1-8,23-49,56-59 EROSION SEDIMENT PLAN OCEANIC AND ATMOSPHERIC AGENCY(NOAA). OPERATION A`,/ VARIES MAX `� g m % \ � i-'�/" �\ �•, 13.BMPS SHALL BE MAINTAINED AND INSPECTED DAILY. ALL REMOVAL PROTECTIVE 32. ALL.SLOPES SHAD BE PUNTED AND /RRIG4TION F CILMFES SHALL BE PROVIDED FOR ALL SLOPES IN a $ \ \ \ 1 O i \\ \\ EROSION CONTROL DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING EXCESS OF THREE FEET(39 VERTICAL HEIGHT WITHIN NINETY(90)DAYS AFTER COMPLETION OF ROUGH GRADING 3 \ \� O /� 'd.� \ \\ �\ 04Y W9ffN THE FTIE(5)LAY RAIN PROBABILITY FORECAST EXCEEDS FIFTY(50)PERCENT. 0 AND SHALL BE /N ACCORDANCE WITH CITY OF LAKE ELSINORE GRADING ORDINANCE NO 882 PRIOR TO THE CURB FACE \ � ,,�� % "v\ \\ \, 14,AFTER A RAINSTORM,ALL PROJECT GENERATED SILT AND DEBRIS SHALL BE REMOVED A FROM CHECK BERMS, ONS17E PUBLIC DRAINS AND PIPES, DRAINS AND PIPES OF APPROVAL Of FINAL INSPECTION. RIGHT OF WAY ..-. i�� i. ••\ 33. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE THEMSELVES WITH THE SITE AND .`- �. 2 ;i f i� \ \\ ` ADJACENT PROPERTIES AND DESILMNG BASINS AND THE BASINS PUMPED DRY. ANY BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM -� / f�6�- \\ \\ GRADED•SLOP£BMPS DAMAGED DURING A RAINSTORM SHALL ALSO BE/MMEDA7ELY g �"i e REPAIRED. FAI URf TO PROVDE EFFEC7RE MAINTENANCE MAY RESULT/N PENALTIES. THEIR ORERMBONS WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS R "O/ / � X P 1\•' 15.DISCHARGWVG OF CONTAMINATED SOILS VA SURFACE EROSION 1S PROHIBITED. 34. THE DESIGN ENGINEER SHALL PROVIDE A MINIMUM OF ONE (7) BLUE 70P PER FINISHED PAD, PRIOR 10 1 VARIES 2 16.CONSTRUCTION ACCESS POINTS SHALL BE STAB/LIZED WITH A COMBINATION OF ROCK ROUGH GRADE APPROVAL 5 PER PLAN O INDICATES SHEET NO. AND SHAKER PLATES YEAR-ROUND TO PREVENT TRACK-OUT. ROU77NE STREET SWEEPING 35. APPROXIMATE DALE OF-BEGINNING OPERATION.•5/1/2016 MIN , 1 5'MIN �j� - SHALL BE PERFORMED ON ALL PAVED S777=WHERE TRACKING IS OBSERVED. VACUUM FINISHED COMPLETION.21112018 vARES MIN FLOOR �e / SWEEPERS SHALL BE USED WHEN STREET SWEEPING BECOMES INEFFECTIVE. PER PLAN DEEPDED s 36. NO ROCK OR OTHER IRREDUCIBLE MATERIAL WITH A MAXIMUM DIMENSION GREATER MAN THREE INCHES(3) 5'uN �_ � FOOTING Hp �// � 5' 8 � 5'MAIN WILL BE PLACED IN PILLS WITHIN ROADBED AREAS OR THREE FEET (J9 OF FINISH GRADES, UNLESS THE FINISHED RAN A7 I ,// //j- 3'MN Y T Y MIN LOCATION,MATERIALS,AND DISPOSAL METHODS RE SPEC1fXALLY APPROVED BY THE SOILS ENGINEER. HDOR TYPE HP 37. THE ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEUCES AND OBTAIN INSPEC7ON BEFORE HP ' //j f,,,I? - APPROVAL FF=FINISHED FLOOR L3 I / /,� //% -J' mb 38. GRADING PLANS WILL NOT BE APPROVED UNTIL ALL RETAINING WALLS ARE APPROVED BY THE BUILDING P-PEA +.. ...... Y!/� /% �H FF 41 39. THIS SITE HAS OBTAINED A NATIONAL POLLUTION PREVENTION ELIMINATION SYSTEM (NPOES)--PERMIT TO PERIEP `- HP PLAN •A•DEPARTMENT . i •A FF=FlNISHm FLOOR REGULATE MUNICIPAL AND INWSTRAL STORMWATER DISCHARGES ER MI I m P-PAD Q %/ NPOES WO/DI 833C375137 DATE PERMIT ISSUED: 112112016 11; F, CONCRETE BL.a;K WALL TO BE 40. DRAMAGE EASEMENTS WILL BE KEPT CLEAR OF ALL OBSTRUCTIONS NO BUILDINGS OR WALLS SHALL BE �'- I VARIES •f RENTED PER SEPARATE BUILDINGPERMIT PLACED WITHIN EASEMENT LIM17S. TEMPORARY IMPROVEMENTS ARE SUBJECT TO REMOVAL AT OWNERS EXPENSE. �. PER PUN '/ SECTION "A-A" g �� 1R MN>10'FROMIgU$E HP �HP 5'MIN HP 2X MIN<10'FROM HOUSE /��� •�p��/��//��� •� PAD DIFFERENCE CONS/RUC//V/� NOTES GS N �� R VN8E5 PER PLAN IS 1'-CNOR CONCRETE BLOCK WALL Q INSTALL.4"ABS ASTM-D 2751 SDR-35 DRAIN PIPE 8,055 LF & } 1%MIN>iDI FROM HIM BUILT PER SEPARATE vAMEs 2X MN<10'FROM H0115[. BUILDING PERMIT 1P YIN Q2 INSTALL 6"SQUARE GRATE NDS 105 OR APPROVED EQUAL 266 EA Hp '' FG FG FG �1 j FG TOP OF BERM 0 50 100 200 400 O3 CONSTRUCT EXTRA DEPTH FOOTING PER DETAIL SHT.2 3,365 IF LINO T A e - ® OMIT ONE BLOCK OPENING FOR DRAINAGE 81 EA g•F 2 !` 2%MIN - WDID# 8-33C375137 QS INSTALL POP-UP DRAINAGE EMITTER PER AIDS 421 PER 118 EA _ TYPICAL LOT DRARVAGE DETAIL '(- CPMDNAL REAR If 20%W% DETAIL SHT2 IN UEU OF BERM 6 CONSTRUCT 4"P.C.C.PAD FOR TRASH BARRELS 3'-0"x7'-O" 1,239 SF NOTE:SEE LANDSCAPE ARCHITECT PLAN FOR WALK GEOMETRY&LOCATION SIZE DF STEPS SECTION "B-Br NTS O IIERI/TEAR YARD LMIAADND4)1)b a, gib GRADING PERMIT# 16-1191 N. REVISIONS: PREPARED UNDER SUPERVISION OF: SCALE:QRtlFEss/0 1"=10' MO E CITY OF LAKE ELSINORE GEOLOW 80"9�® O1M1B� RS �,,,� CONVERSE CONSULTANTS CONVERSE CONSULTANTS WOODSIDE HOMES �� Rtl d. !Fy!y EDWARD J.LENTH DATE4 Ito DATE: + 8CHULTz va.wo-nreezi �A� PLAN SHEEP 1 10391 CORPORATE DRIVE 10391 CORPORATE DRIVE 11870 PIERCE ST. SUITE 250 w = `-' RCE NO.52496 EXP. 12-31-18 •"`B°"S O58 No.052496 m PLANNERS ENGINEERS SURVEYO R3 TRACT OF REDLANDS, CA. 92373 REDLANDS, CA. 92373 RIVERSIDE, CA. 92505 w THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE 1 rWCT NO.31920-9 NO AS BUILT CHANGES EL 5/30/19 r<* P 12-31-18 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND BENCHMARK: PH; (909)796-USIA PH; (909)796-USIA PH: (951) 710-1900 RIVERSIDE BENCHMARK NO.BM E-3-70.ELEV.1279.829. BRASS DISC IN CONCRETE POST 72'NORTH OF'T' MARK DESCRIPTION BY APPR. GATE CryL(. �P THE STATE LAMS. D PERMIT-AN BE ISSUED. LOTS 1 -� FILE N0. FAX: (951) 688-8681 DESIGNED BY: DRAWN BY: qrF CAL\ 6/ /� N ERSECTION OF CORYDON STREET AND MISSION TRAIL 27'EAST OF HE CEN ERUNE OF MISSION TRAIL F BASIS OF BEARING: (� CENTERLINE OF CEREAL STREET,BEING N5252'4eW,BETWEEN MONUMENTS 3 AND 4,BEING THE CENTERUNE '��'T�'•, CHECKED BY: PROECT MANAGER: BR AGRELL 43920 CITY ENGINEER DATE INTERSEC110NS OF GEREAL STREET AND STONDMN STREET AND CEREAL STREET AND CORYDON STREET. I:\62138\PG\PG-0I.dwg 5/25/16 1 1 I ' F7NSH£D WALL GARAGE 421 I FzooR�aao STEW WUL 3'/.• NOS 4" DRAIN 4" DRAIN SEE SHEET »F7NlSHEO ELE✓ATION BOOR POP-UP EMITTER EPADLEVATION s• 7X VARIES qc MM. 1.0�MIN. PIPE I �- F69 I I ELEYA71/ON Y_4" 20%�1L (ED)roonNc PLAN SxEXTRA DEPTH �,yAv.' ..QQ LEACH 5=0.005 MIN. r 1'i " --FLOW LINE NORMAL / .'..3 T4'-M/N (IX MIN.) HOLE OF 90' FOORNG D£PiH ✓ARYBLE THICKNESS PCC ELBOW PER SIRUCIUAL '� GARAGE DOOR STOOP ENGMEER :. Ao-ca�dnro�e.PAD 3/4"WASHED SDE YARD GARAGE STOOPS GRAVEL 18" / I EXTRA DEPM FOOTM DIETAL A AR CONDITIONER PADS DETAL POP SQUARE __ _ NTS N.T.S. S POP-UP DRA/VAQE EMTTE71 PER NDS 41I - - _--- --f _ N.T.S..T.S. -- - _ _ _ _ I I 9 t \1► my V AEC � 04 - 1.51.5 --P I -2% I LINKS 0 I }I 1266.8 RI 5 ,�66' ' � - - 41.51' IV, 7265.80 I ,g 55.04' 22.13 �- ' / a 32.86' a. _ / 8 1265. RIM I �t26.7 ��•" 1266.9 1266 RIM 266.3 RI 5 � tay 12 70 INV 12 1NV tt 1 / G9 5 126.53 INV 265.33 I /Z _ � R, f 1 1 / FL/ 1 1266.99 1266.23 l .S I 1 T / off 3 I �\ - FS '1 1267.23 TS ED 1 III I I n E 1268.14 =1167, 8/6'1 '110�• 1265.8 RI 1266.77 BS 4 1 1 1 I 1266.99 1266.23 � t3� •".e _. 1267.3 / 1 1 176 6 1 1 5 1264. 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RIM /•� .� HP J / I 111 HP 2 12�5 6 INV 1 --� 1266.2 F6M' IX'M i 1265.12 INV 2 1 1266.2 RIM _.1X --- 1266.5 1 , IN I I 1 1 1 � HP 1 rl 1 I -- -- ------------ -- -----------------------Z---- mti 1 1 'II 11 i I CONSTRUCTION NOTES INSTALL 4"ABS ASTM-D 2751 SDR-35 DRAIN PIPE r /I 0 5 10 20 40 I I O INSTALL 6"SQUARE GRATE NOS 105 OR APPROVED E /r II OO CONSTRUCT EXTRA DEPTH FOOANC PER DETAIL HEREON I ITT ® PROVIDE THROUGH WALL DRAINAGE �r 0 INSTALL POP-UP DRAINAGE EMITTER PER ADS 421 PER© LS HEREON P.C.C.P. �Fp I I I 1 II 1 CONSIRUCT 4" C.C.PAD FOR TRASH BARRELS J'OW',0" - ifo b b 1/ 1 B401�GEOI_OMT- SOU ENGNEM OIMa:0 REVISION$t QROFESS,O PREPARED UNDER SUPERVISION OF: I"-io YORBE We 5p SA.- . CITY OF LAKE ELSINORE CONVERSE CONSULTANTS CONVERSE CONSULTANTS WOODSIDE HOMES ���vR� J. / �F� EDWARD J.LENTH DATE F SCHULTZ eaas ewn GRADINGPRECISE N SHEET �. RCE NO.5249E EXP. 12-37-18 DAB' 10391 CORPORATE DRIVE 10391 CORPORATE DRIVE 11870 PIERCE ST. SUITE 250 ti �� i No.OS2496 m PLANNERS ENGINEERS SURVEYORS TRACT NO. S19ZO-9 OF •�REDLANDS, CA. 92373 REDLANDS, CA. 92373 RIVERSIDE, CA. 92505 NO AS BUILT CHANGES EL 5/30/19 s Exp. 12-31-18 a THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE NTH THE PH; (909)796-0544 PH; (909)796-0544 PH: (951) 710-1900 * * APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND BENCHMARK: MARK DESCRIPTION BY APPR. DATE `T'T CfVIL �Q' T STATE WS,AND PE CAN BE ISSUED. RIVERSIDE BENCHMARK NO.BM E-3-70.ELEV.1279.829. BRASS DISC IN CONCRETE POST 72'NORTH OF"T' LOTS 1-4 FILE NO. FAX: (951) 666-8681 9TF INTERSECTION OF CORYDON STREET AND MISSION TRAIL. 27'EAST OF THE CENTERLINE OF MISSION TRAIL. DESIGNED BY: DRAWN BY: 'CALtE 6 i9/6 BASIS U BEARING 'V-4 Z2 CENTERDNE OF CEREAL STREET,BEING N5752'48"W,BETWEEN MONUMENTS 3 AND 4,BEING THE CENTERLINE CHECKED BY: PROJECT MANAGER: BRAD FAGRELL R 43920 CITY ENGINEER ATE INTERSECTIONS OF CEREAL STREET AND STONEMAN STREET AND CEREAL STREET AND CORYDON STREET. 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QgoFESS/O 1"=10' MORSE BMEa 350 CONVERSE CONSULTANTS CONVERSE CONSULTANTS WOODSIDE HOMES e4�3eg0 d �Fyl y EDWARD J.LENTH DATE I I(. DATE: SCHULTZ v,sesu mm p�ryQC �1/�L/IN� N SHEET 3 10391 CORPORATE DRIVE 10391 CORPORATE DRIVE 11870 PIERCE ST. SUITE 250 - ti �� i RICE NO.52496 EXP. 12-31-18 rA'�"'�°'M ORS SURVEY TPA •� REDLANDS, CA. 92373 REDLANDS, CA. 92373 RIVERSIDE, CA. 92505 - w m No.052496 m THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PLANNERS ENGINEERS TRA = " OF NO. JF72V-.=I NO AS BUILT CHANGES EL 5/30/19 a*Exp. 12-31-18 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND BENCHM C-p PH; (909)796-0544 PH; (909)796-0544 PH: (951) 710-1900 MARK DESCRIPTION BY APPR. DATE CIVIL P THE STATE WS,AND PERMIT AN BE ISSUED. RIVERSIDE BENCHMARK NO.BM E-3-70.ELEV.1279.829. BRASS DISC IN CONCRETE POST 72'NORTH OF'T° LOTS PTO FILE N0. FAX: (951) 688-8681 DESIGNED BY: DRAWN BY: 9rF pC'�L\ INTERSECTION OF CORYDON STREET AND MISSION TRML 27'EAST OF THE CENTERLINE OF MISSION TRAJL. 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HP ��11 IRL HP ; 4gq, . HP ! -p 1270.8 s -is,YMI 5500 J(1f 1 1x 1"1" ! HP fi 1 5 I ,' - - ----- --- ----- CONSTRUCT/ON NOTES Qf INSTALL 4"AIRS ASTW-D 2751 SDR-35 DRAIN PIPE 1/ Q2 INSTALL 6"SQUARE GRATE NDS/05 OR APPROVED EOU& CONSTRUCT LXIRA OLPIFl FOOTING PER DETAIL ON SHEET 2 I' ® PROVIDE THROUGH WALL DRAINAGE INSTALL POP-UP DRAINAGE EMITTER PER ADS 421 PER DETAILS ON SHELF 2 I 1 CONSTRUCT 4"P.C.C.PAD FOR(RASH BARRELS 3'-0"x7-0" 0 j 0 5 10. 20 4 i 37 AR UNDER SUPERVISION OF: SCALE: TJM MdiAw R�$�QN$; PREP E CITY ���/ FLAKE ELSINORE ��� � QROFESS/O 1"=10' . MOflBE &M•85D t/11 I CONVERSE CONSULTANTS CONVERSE CONSULTANTS WOODSIDE HOMES ti���� �' <F�Fy EDWARD d.LENTH ATE DATE: BCHULTZ va oazneez PRECISE GRADING �N SHEET 4 10391 CORPORATE DRIVE 10391 CORPORATE DRIVE 11870 PIERCE ST. SUITE 250 ? RCE No.52496 EXP. 12-31-18 PAx'ao-zs mM REDLANDS, CA. 92373 REDLANDS, CA. 92373 RIVERSIDE, CA 92505 No.05249E m PLANNER 8 ENGINEERS SURVEYORS TRACT NO. Zo-9 OF 11 NO AS BUILT CHANGES EL 5/30/19 d Exp. 12-31-18 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PH; (909)796-0544 PH; (909)796-0544 PH: (951) 710-1900 it * APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND N K: LOTS 9-12 FILE N0. MARK DESCRIPTION BY APPR. DATE `i` CIVIL �P THE STATE L ,AND PERMIT CAN BE ISSUED. RIVERSIDE BENCHMARK NO.BM E-3-70.ELEV.1279.829. BRASS DISC IN CONCRETE POST 72'NORTH OF•Y FAX: (951) 6813-8681 ✓lF IN ERSECTION OF CORYDON STREET AND MISSION TRAIL 27'EAST OF THE C€NTERUNE OF MISSION TRAIL. BASIS OF B DESIGNED BY: DRAWN BY: CALIF / CENTERLINE OFICEREAL STREET,BEING N5T52'48°W,BETWEEN MONUMENTS 3 AND 4,BEING THE CENTERLINE `I,/•4?.y CHECKED BY: - PROJECT MANAGER: BRA FAGRELL RC 3920 CITY ENGINEER ATE INTERSECTIONS OF CEREAL STREET AND STONEMAN STREET AND CEREAL STREET AND CORYDON STREET. 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Vh72" NO AS BUILT CHANGES EL 5/30/19 Exp. 12-31-18* APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND BENCHMARK: Tom+ .1 PH; (909)796-0544 PH; (909)796-0544 PH: (951) 710-1900 MARK DESCRIPTION BY APPR. DATE sf CIVIL p TH STATE LAWS,AND PERMIT CAN BE ISSUED. RIVERSIDE BENCHMARK NO.BM E-3-70.ELEV.IzlB.azB. BRASS Dlsc IN CONCRETE Posr Noern or°r' LOTS S 13-16 FILE NO. FAX: (951) 688-8681 9lF INTERSECTION OF CORYDON STREET AND MISSION TRAIL 27'EAST OF THE CENTERLINE OF MISSION TRAIL - DESIGNED BY: DRAWN BY: OF CAL\F / BASIS OF BEARING: 1�` CENTERLINE OF CEREAL STREET,BEING N5752'49'W,BETWEEN MONUMENTS 3 AND 4,BEING THE CENTERLINE `l�.� i CHECKED BY: PROJECT MANAGER: BRAD FAGRELL R 3920 CITY ENGINEER DATE INTERSECTIONS OF CEREAL STREET AND STONEMAN STREET AND CEREAL STREET AND CORYDON STREET. - I:\62138\PG\PG-05.dwg 5/25/16 - -- ---- - - - - - -- �'�- - - CONSTRUCTM NOTES -- \ Qf INSTALL 4"ABS AS1M-D 2751 SOR-35 DRAIN PIPE 02 INSTALL 6"SOUARf GRAZE NOS/05 OR APPROVED f01ML Q3 CONSTRUCT IXTRA DEPTH FOOANG PER DETAIL ON SHEET 2 ® PROVIDE THROUGH WALL DRAINAGE -_-" - -- ---- -- - -- - - ON SHEET 2 SNO _---ry- 1tf� F� W C T 4 P.C.C.PAD FOR TRASH BAR - -O" f- L 5 INSTALL Pop-up DRAINAGE EMITTER PER NDS 421 PER DETAILS --- ONSTRUC BARRELS J'0°x7' I i 1 1271.8 RIM II92 11271.9HP21270.68 INV 2 .78 N \ \ I I \ 1271.9 RIM12722 I I 270.85 INVHP. 2 I968. 1 SII / �� \•� \\� 1 R I I. _ / 1 to j 12j{pi n \'.l1 iJ dI24' / �\ 1272.3 1 ` 2 1271.8 RIM _ 11 Il / /i Hp sr y I I I 1 1270.63 INV 11 1272.2 II I . :31 11I = E I 11 HP 1 ?^R / 47 27327 ----- 37i 12718 RIM P=11172 R 37, I 20 1270.0I 05RINV 12'127 2 1 1 . I 12' IM II 25' 1272.11 ell "/ I I- HP I; 1272.1 e / a, '._.,.,` 1272.94 T------JI 1 C HP , // 1 W tS 1 1-4 R I Q\ I 1668' 1 j I 0.0' 4 W y I / i ? 1272.3 y�+ 1272.1 1 II AS ED 1 C 4 % HP 1 HP ! 1272.14 DS 1`: h • .// /��J '-_ s--_.-_..-_ F 2_4R 3 1 I 1 - q` / 6 �\ 1272.0 RIM \ / ..J � I h , 2 1274.8 RIM , 1 0.4' 1273.14 1270.90 INV � ,yap z 1270.8�51 � I I 1 - GF-1272.6 ED 1 I 1if1' 1-4 R t✓ i I 1271.7 RI 1271.E / t 1.6 i�/ �s✓ I I I 1270.35 1 5I 5 4 FL/GB �:I GB �jj� \\ /, 1272.3 � i"-2% ��,.: 1271.88 j`°II \ I1 B HP 1271.4 RIM 127 03 i 2171.8 RIM 1270.40 INV g I 1272.5 0 I4 11271.88 1272 270.7 I. 1 I I \ I I I I 1272.41 FL/GB � � 4rn 1 ` 21.11' 1 Q _ >� /� i I 1271.7 RNA 1272.1 N. _.\ `�' 1272.41 5 1270.70'R4V HP I 40.89' 1272.91 TS 1272.2 __ = 1272.24 BS HP \ I I 2_4•R � " N I I 1271.E RIM 5 \ 2% 1273.04 "1N ,-�=,, 5% i { - 1270.50 I l\''� 1-4"R .v 1 1271.90 / \ t I 7. 1-----_- 1,�a / FS , I I I - SOUTHERNESS ,ry�,,J \ 1271.6 RIM 6 127,.9 RI I 4 1 - I 5 1270.60 INV 1 �R a,� 1270.961 2 I 1272.2 I ' 1170E TCp n �51 121. RIM HP 2 2 1�Zl Nw' �272 2 ,2j2 I 1 I I 1270.81 1 ° F .m i FL/GB HP 112.84 --- - I- --- t -------- ------ Drip I 1 1 1270.99 TC -- -s - 35.63' =1 I I I I I - - SEE MODEL PRE lSE I I ' i --„^ 5 0.. I 10 20 I 40 I i 00'. GF-1172.5 ti w GF=1272.2 ?>/ -- ,n�i,c"., II SEE T 14 ilob '6 v 6 ��y��y���y�/yp� ��y� REVISIONS: PREPARED UNDER SUPERVISION OF: SCALE: 940Ne°'"^ CITY OF LAKE ELSINORE GEOLO,M �ENCR*M oQgOE ESS/0,y91 �'1 1"=10' . MORSE rwr.CA 81SM CONVERSE CONSULTANTS CONVERSE CONSULTANTS WOODSIDE HOMES ti����� J. 4Fy Fy EDWARD J.LENTH DAT DATE: sc HU LTz va anasfeem PRECISE GRADING pA AAA SHEET 10391 CORPORATE DRIVE 10391 CORPORATE DRIVE 11870 PIERCE ST. SUITE 250 ti W = RCE NO.52496 EXP. 12-31-18 1 �1GVh7G �L/11�1 REDLANDS, CA. 92373 REDLANDS, CA. 92373 RIVERSIDE, CA. 92505 No.oszass m OF n W m THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PLANNERS ENGINEERS SURVEYORS TRACT NO. VIJGU� NO AS BUILT CHANGES ELI.. 30/19 d*Exp. 12-31-18* -APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND NCHMARK: PH; (909)796-0544 PH; (909)796-0544 PH: (951) 710-1900 MARK DESCRIPTION BY DATE T CIVIL P TH TATE WS,AND PERMIT CAN BE ISSUED. RIVERSIDE BENCHMARK NO.BM E-3-70.ELEV.1279.829. BRASS DISC IN CONCRETE POST 72'NORTH OF'Y LOTS�-� FILE NO. FAX: (951) 688-8681 DESIGNED BY: DRAWN BY: 9TF OF CAL\ NTERSECT10N OF CORYDON STREET AND MSSION TRAL 27'EAST OF THE CENTERLINE OF MISSION TRNL F BASIS aF BEARING. CENTERLINE OF CEREAL STREET,BEING N5752'48"W,BETWEEN MONUMENTS 3 AND 4,BEING THE CENTERLINE CHECKED BY: PROJECT MANAGER: BRAD FAGRELL R 43920 CITY ENGINEER DATE INTERSECTIONS OF CEREAL STREET AND ST NEMAN STREET AND CEREAL STREET AND CORYDON STREET. 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HP I I 1270.66 I , I 1 1272.3 RI I HP ZCR 1 0.2' 1272.2 : 2 � 1272.3 RIM I I 1271.0 RIM 1 I 1971.5 RI 1271.5 RIM I 3BR 1 1270.93 1 2 P=1171.87 2 1270:03 1NV I 1270.13 1 2 2 1270.33 1NV I ED HP r___, 1271.02 1NV 3 I fF 127337 I- ------ ' I 1272.7 = 1272.5 J 1. y I P-1272.7 r----- I r I I 0.2' I 1 OED r---10.2 1 HP 3 I HP I j _ I I I I 1270.9 RI 2 ED I', 1271.9 RIM 1 - MI 1271.7 J 1 1269.83 11 r I I 2 1 3 1272. I I 3 I 1 1 I 1 1270.59 INV 1 .41 9NG�I I 0.2' 1RS I HP 1 I 3 I I I 1 - HP I- ,; I ED I 1271.2 1 - I I 1 :I I 3 I I I W i I q 1271.1 HIP I 3 I I I I 4 - I ED ( 1 I I uu t I HIP J 1 1 1 1271.8 1- - - I 1 ` -----J - I E0.01 D 1 1� R ----- 3 �I j 1 I HP I S j 0E� 1273.04 I 1272.1 1 -----J I I .I" 1-4 R -----J HP � -- I � (� 1169.93 INV � 1 I: ! 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INV >23 _ 213VRJ �- 457T 55.W' 9.60' All i. 1G G I h 1'v� - 13 14 15 \ti1� tit ! j SOUTHERNESS o I I 60.31----- - ��- - - --47.34, I 0 5 10 20 40 SEE ' lE T 13 g � tG 50cT' po II { I GF=1271.7 "¢=i__.. ._. N�b (`JV 6/l Gf=12730 19.rn ��yey������e/�/�/y �/�p��y� / , REVISIONS: PREPARED UNDER SUPERVISION OF: SCALE: , ••,• C� OF LAKE ELSINORE ORi��Ri GEOLCQ01 fiv/LiV OR1*! MOM Q(tDFESS/ tv-tOr . MORsE dM DSO W FVM,G91816 CONVERSE CONSULTANTS CONVERSE CONSULTANTS WOODSIDE HOMES ��` � J. 7Fy`y EDWARD J.LENTH DATE 1 8CHULTZ va�wo-vs seal �NG N SHEET 7 o �' " RCE RD J. LEN EXP.' 12-31-78 DATE. F^'681a" YB 10391 CORPORATE DRIVE 10391 CORPORATE DRIVE 11870 PIERCE ST. SUITE 250 ti z REDLANDS, CA. 92373 REDLANDS, CA. 92373 RIVERSIDE, CA. 92505 No.052496 zOF 1 w m THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE NTH THE PLANNERS ENGINEERS SURVEYORS R v E v o B s TRACT NO. h720-9 NO AS BUILT CHANGES EL 5130119 5*EKP.12-31-18 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND BENCHMARK: LOTS PH; (909)796-0544 PH; (909)796-0544 PH: (951) 710-1900 MARK DESCRIPTION BY APPR. DATE J P RNERSIDE BENCHMARK NO-BM E-3-70.ELEV.1279.829. BRASS DISC IN CONCRETE POST 72'NORTH OF•r LO F�7 23-26 FILE N0. s CIy1l TH TATE LAWS,AND PERMIT CAN BE ISSUED. FAX: (951) 688-8681 DESIGNED BY: DRAWN BY: 9TF 07-CALt / INTERSECTION OF CORYDON STREET AND MISSION TRAIL. 27'EAST OF THE CENTERLINE OF MISSION TRAIL F 6/-1 l BASS OF BEAMING: CENTERLINE OF CEREAL STREET,BEING N5752'4B'W,BETWEEN MONUMENTS 3 AND 4,BEING THE CENTERUNE CHECKED BY: PROJECT MANAGER: BRAD FAGRELL RC 43920 CITY ENGINEER DATE INTERSECTIONS OF CEREAL STREET AND STONEMAN STREET AND CEREAL STREET AND CORYDON STREET. �D I.\62138\PG\PG-07.dwq 5/25/16 /----------------- --- - - - - - - - - ---------------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- --- - - - - - - - _ ------ -- -------- ------- --- --------- ------- ---- -- - --- - --- --- ---- ----- ----- ------------ - -- -------- ------ --- ------ ----------- ---------- � I--- ----------------------------- •. f �.. ------ ------ ..� ----------------------------- //'fir 1 ry11 G 6. hry/ / 411 -■-F�ff E i�-♦•-s �- m "-f-a I' 1X 1272.3 IX/M4 11•' S1 G 's HPcn �ti G �> 1%IN' E 0 o �// a \S ... t I 1HP 272.0 RI HP 3 0 \� IM 2 9 12 f � t 1270.7 RIM 1271.5 RI 1271.4 RIMi ' - ---- I 1 -- ? I 1270.59 I 2 --_____= 2 1270.78 INV 1270.7 R 48 I y 1272.0 RIM I 1272.3 S I p I : 7268.89 1 II !S I //.. 1271.65RI 2 4 2 1271.12 INV }aK } 84~f/ HP 10, I' � I j I - / `\ 9.89, I .If" 0.01 ED / / 1272.E p1.58'. I 1 00' 12HF 7 1270.9 ED 1271.0 2Hp 0 . � 1 ,� HP I 0.0' I 1` 12717 1 ♦ 1'172.6 ���£: 7` .I ED1 "4 iS.1 1 1B HP �AR 1 H �.♦ f\ !�. 1 1272.0 RI fF=1272.97I r, 1 FF=1272.17 1 IIj f � 12HP 721 1 2CR 0.112723 ' i ,270.64 1N 2 1271.4 RI 2 P=1272.3 1 ~ a3° I P=1271.5 1270.7 RIM 9 1271.50 I 2 FF=127347 --- 1270.4E 1 I I 1270.6 RI 2 1269.33 INV I _ I P=12728 - - 1 1 2 I 1 I 1271.3 RIM I 1268.77 I. 0.2' 4 N k2}2 6'• I :�1272.2 i 2 1270.03 INV 1 i I 0.7' I ED 2HP �. I 1272.0 RI j HP f �1 1 ED 1270.9 .5r I 1270.97 I 2 I l .CS: 1 1 3 I I HP 27 ! 3 l �'k127pl.7 �\\� \\ GB 4 1 j .� 1 j j(''O `\\`�` <ZV \�� �1,0 1 �I 1273.14 r----- f H I - I ; 1 7270.9 I I I FSIV �� •� 1��? \ 1 t-4°R 1. - j i HP TT Q• 371 ' � 6 1 �1 I I 1271.7 I 1� ------ HP �\ 11272.3 --- 1271.5 1 4 1 I 1 HP I 6 1272.2 RIM DED 127344 �� 1273.33 7S \\ 1273.01 TS FL/GB _,�� I / 2 1271.33 INV �\ m 't-4°R $ / 7272.75 BS \ Ic 1272.34 BS I j• 1271.4 RI I J 1 1270.3 RI 2 I �, 1-T VO 2-4°R 0.5' 1- 1 1270.31 I 2 i 1 I t a 1268.62 INN I 1272.1 RIM I GF=1172.8 I h'"`( ,`' 0.11 I 1270.3 I: 5 1271.30 fNV I Z l0 5 I 1 ED I GB II 1271.84 .I � 1 3 0.1, `� / I I t' 1 i 1272.64 4 I 4 1-4 R I 0.6' t ''1• 1272.5 ED / I 1271.6 1-4 R : i 1270.5 ED 1272.72 -.• '• GF=1271.5 v 1271.8 1271. 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HP '�4£r-j- - 1272.0 RIM _ SEE SHEET 12 - 4 ,271.00 I 5 ir,Me g __.__--_�_ h / CONSTRUCTION NOTES j I Q1 INSTALL 4°ADS ASTM-D 1751 SOR-35 DRAIN PIPE T SEE SHEET 7 -__ _ I Q CONSINSTALL 8°SQUARE GRAZE NOS}05 OR APPROVED ON EQUAL O 5 f 0 20 40 I 73.OJ' ttt�JJJ I Q3 CONSTRUCT IXTRA DEPTH F007/NG PER DETAIL ON SHEET 2 i - ® PROWIDE THROUGH WALL DRJ MGE -4I I----�/"----------�_.__ QS INSTALL POP-UP DRAINAGE EMITTER PER NOS 421 PER DETAILS ON SHEET 2 II N/J CONSTRUCT 4"P.C.C.PAO FOR TRASH EARRELS:3'-O"x7'-0° REVISIONS: PREPARED UNDER SUPERVISION OF: SCALE: 0310RxiiAn MY OF LAKE ELSINORE B �LOC�18T COLS B�C;� OWN�C QgoVESs/OW YURS? &,,,� CONVERSE CONSULTANTS CONVERSE CONSULTANTS WOODSIDE HOMES ��� �° tFy�Fy EDWARD J.LENTH DA E 14 DATE: SCHULTZ va o�m em PRECIM��NG N SHEET 8 10391 CORPORATE DRIVE 10391 CORPORATE DRIVE 11870 PIERCE ST. SUITE 250 y W i ` RCE NO.52496 EXP. 12-31-18 REDLANDS, CA. 92373 REDLANDS, CA. 92373 RIVERSIDE, CA. 92505 N0.052496 m PLANNERS ; ENGINEERS SURVEYORSOF n W m THESE PLANS HAVE BEEN REVIEWED FOR COMPUANCE WITH THE TRACT NO. a71JZV-L NO AS BUILT CHANGES EL 5/30/19 *Exp. 12-31-18* APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND -BENCHMARK:PH; (909)796-0544 PH; (909)796-0544 PH: ((951 7 88-86 1 MARK DESCRIPTION BY APPR. DA E CIVIL- P RIVERSIDE BENCHMARK NO.BM E-3-70.DIV.1279:829. BRASS DISC IN CONCRETE POST 72'NORTH OF �1 f��J /y� FAX: (951) 688-8681 V STATE,LAWS AND PERMIT CAN BE ISSUED. INTERSECTION OF CORYDON STREET AND MISSION TRAIL 27'EAST OF THE CENTERLINE OF MISSION TRAIL L®T�7 L/�i71 FILE N0. DESIGNED BY: DRAWN BY: OF CALIF 6 BASIS OF BEARING: CENTERLINE OF CEREAL STREET,BEING N5752'48"W,"BETWEEN MONUMENTS 3 AND 4,BEING THE CENTERLINE D CHECKED BY: PROJECT MANAGER: BRAD FAGRELL 43920 CITY ENGINEER DATE INTERSECTIONS OF CEREAL STREET AND STONEMAN STREET AND CEREAL STREET AND CORYDON STREET. 1:\62138\PG\PG-08.dwg 5/25/16 DIAMOND DRIVE COMMUcrrow AA07ES .----- ( _.INSTALL 4"ABS ASTM-D 2751 SDR-35 DRAIN PIPE (2) INSTALL 6"SQUARE GRATE ADS 105 OR APPROVED EQUAL Q CONSTRUCT EXTRA.DEPTH FOOTING PER DETAIL ON SHEET 2 ------- 1267.47 TC ® PROVIDE THROUGH WALL DRAINAGE �1210.5E TC - - L1268.97 - QS INSTALL POP-UP DRAINAGE EMITTER PER NDS 421 PER DETAILS ON SHEET 2 1269.7E TC - 1268.22 TC - _ _ - - - - _ CONSTRUCT 4"P.C.C.PAD FOR TRASH BARRELS - -- - -------------------- _ -f�dF -5-------- _ - - - - ---- _----- i-f ----------------- � � a` ass ,pq f1- - f• i -�- _F� ,f-�ii-�� F� 2 1'LO�G 'nG '9 p try R� c\� IX MK �ti F ,.,��,j 1268.6 3 5 , � G _ �-- �_ c 2 1269.5 R9A , 1%-..1269.2 3 ,/ \ HP _� 3 1270.4 1270.TRIM M 1269.8 1268.2,IN HP '/t/ t - ti Z� HP 2 1269.i3 INV I s - 33 HP .a Mm .. g �� I 1268.3 RIM 2 _ J _ 1267.54 1 � I / q I 1268.9 RI 2 2 1268.9 RIM ----- 1267.68INV ----- 11 II 551 ix I I 1268.12I ---- -1 +'je 11 } ; - ----� 1268.3 RIM Il 11 1270.1 RI / - 5,0D' 1269.27 I N 2 I r 1270.4 I ry / ___-___ I�; I 'St 51 + 1268.6 III 1267.13 INV II HP 1 1269.5 RIM --"-1269.8 1 IS HP II 1 -- 111 I 1 1 12"' 68.65 RIM HP I OED I II'I ® Ig 1 1 I ® I O �.QR I I I ® i l��I J { I 12692 HP J FF=W72.17 X 0,2' I I 1269.2 1 P=7271.5 ED 1 5' I HP - �r. j I 0.1' ': I 0.0 1I FF=1270.d7 I I ED 1270.2 1270.1 RIM 1 12698 I 1 1268.3 RI ^ - HP 1268.9E INV I ; 1 HIP',- ED 3�e I P=1269.7 2 1269.5 RIM I 1 I I 1267.39 I 2 1268.E 1 3C ;. 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DATE DATE: SCHULTZ Va�eo-zsrmN PRECISE GRADING N SHEET 8 10391 CORPORATE DRIVE 10391 CORPORATE,DRIVE 11870 PIERCE ST. SUITE 250 _ - H W i ` RCE NO.52496 EXP. 12-31-18 FA'091' 0°6 REDLANDS, CA. 92373 REDLANDS, CA. 92373 RIVERSIDE, CA. 92505 No.052496 m PLANNERS ENGINEERS 8 U R V E V O P TRfll1 M OF n W m THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE TRACT 1T 1�.NO/.3�2V-.7 NO AS BUILT CHANGES EL 5/30/19 Exp. 12-31-78 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND ARK: PH; (909)796-0544 PH; (909)796-0544 PH: (951) 710-1900 MARK DESCRIPTION BY APPR. DA E CIVIL \Q THE STATE LAWS,AND PERMIT AN BE ISSUED. RIVERSIDE BENCHMARK NO.BM E-3-70.ELEV.1279.829, BRASS DISC IN CONCRETE POST 72'NORTH OF°Y LOTS 32-35 FILE NO. FAX: (951) 688-8681 DESIGNED BY: DRAWN BY: 9rF a CALIF �� INTERSECTION OF CORYDON STREET AND MISSION 11 11'EAST OF THE CENTERLINE OF MISSION TRAIL, BASIS OF BEARING 1�� ,/�� CENTERLINE OF CEREAL STREET,BEING N52'52'48'W,BETWEEN-MONUMENTS 3 AND 4,BEING THE CENTERLINE 1 4 CHECKED BY: PROJECT MANAGER: BRAD FAGRELL RCE 43920 CITY ENGINEER DATE INTERSECTIONS OF CEREAL STREET AND STONEMMI STREET AND CEREAL STREET AND CORYDON STREET. I:\62138\PG\PG-09.dwq 6/06/16 CONSTRUCTION NOTES 69�y INSTALL 4'ABS ASTM-D 2751 SDR-35 DRAIN PIPE \ry�! INSTALL C SQUARE GRATE NDS/OS OR APPROVED EWAL EX CONSTRUCT TRA DEPTH F0071NG PER DETAIL ON SHEET 2 O ti ��// �i FF \�\ \\• \ \• \ \�\ \ ® PRONDE THROUGH WALL DRAINAGE OS INSTALL POP-UP D AL10E EMD7ER PER NDS 421 PER DETAILS ON SHEET 2 / CONSTRUCT 4'P.C.C.PAD FOR TRASH BARRELS 3'-0'xT-0' '0111, \-"7* 4� \1 IlIx \\ G12 ,o7 - - - _ _ _ d GRADE BREAK 1268.1 Nl 36 / �r \ N \\ 1267.8 RIB 1268.0 RIM r NO✓ •� 1X MM_ 1266.98 I 2 / 1266.93 I ���_\ \� / 1268.4 t ,�e i/ 7 1�, ///�S / 1267.7 R 2 12681 ,// /'2 1268.1 RIM \ y 12fi8.3 / 1 `j 1268.07 NY /// 1 /7267.8 RIM 12s6.78 I / ?�C9.6 /� \\1268.9 FG .\\ 1 1268.0 RIM / / Sz - 11266;83I 2 `\ \ 7268.4 \\.. 1269'g7 I / 1267.7 RIM 2 $ \\ \\\\ \ HP t fFPs12� 1 1 / 1266.47 IN n 0.0' 4 1� 1268.2 � 1268.1 / l� �k) ;'`e ai m\ \`� `\ \ \ \ ED/^\\ 0.1' Q 12681 4 HP 1268.94 1 1267.9 1268.1 RIM \ \ 1 /Og1,.1 1-47R" h HP \ \ 2,1267.02 INV A\ ED 7La2' -h 6 �/ \ \ 1269.241268.83 1 ti615 g\ iiitti\ ��. \'•. \ y0 \\ 12 1 I 18. 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F SCHUL1TZ Yaw.oao-as*mz pp�� ���ry�� p� ♦�� SHEET fO 10391 CORPORATE DRIVE 10391 CORPORATE DRIVE 11870 PIERCE ST. SUITE 250 `_' RCE NO.52496 EXP. 12-31-18 P"P9""'09B �.T7♦"11.lIIr.A ram\ REDLANDS, CA. 92373 REDLANDS, CA. 92373 RIVERSIDE, CA. 92505 ; No.052496 m I PLANNERS ENGINEERS SURVEYORS ��11//11 e�N A_A OF n NO AS BUILT CHANGES - EL 5/30/19 a Exp. 12-31-18 � THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE TRACT ITV. 3h 2" PH; (909)796-0544 PH; (909)796-0544 PH: (951) 710-1900 * * APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY ANDBENCHMARK: RIVERSIDE BENCHMARK NO.BM E-3-70.ELEV.1279.829. BRASS DISC IN CONCRETE POST 72'NORTH OF"Y MARK DESCRIPTION BY gpPR. DATE C1VIL \P THE TATE L WS, ND PERMIT CAN BE ISSUED. - FILE NO. FAX: (951) 68g-S6S1 � 9jE, � INTERSECnON OF CORYOON STREET AND MISSION TRAIL 27'EAST OF THE CENTERLINE OF MISSION TRAIL ' DESIGNED BY: DRAWN BY: Cf CAL\@ 6 CEN BASSTER OFLINE O BEARING: F CEREAL SIREET.THE BEING STONEMAN BETWEEN MONUMENTS 3 AND 4,BEING THE CENTERUNE _ CHECKED BY: PROJECT MANAGER: - BRAD FAGRELL R E 43920 CITY ENGINEER DATE INTERSECTIONS OF CEREAL STREET AND STONEMAN STREET AND CEREAL STREET AND CORYIXIN STREET. I:\62138\PG\PG-10.dwg 5/25/16 i -- SOUTHERNES I. 46.04' 9 8.97' 1 € J \\ \\ . 1270.03 TS 1268.4 RI 1269.57 BS 51267.40I 1268.9 RI 0.2' 5 51., 1268.4 RIM 5 $f IL ED 1267.64 I } 1267.33 I 1268.92 I \\ Z I 1269.0 W 1 pp•. 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M I 1 "\40 �� 2 TRIM 12 6.92 INV I 1 1269.3 HP CONSTRUCTION NOTES E I Q7 INSTALL 4'ABS ASTM-D 2751 SDR-35 DRAIN PIPE 0 INSTALL 6'SOUARE GRATE NOS If 05 OR APPROVED EDUAL Q3 CONSTRUCT EXTRA DEPTH F0077NG PER DETAIL ON SHEET 2 ® PROVIDE THROUGH WALL DRAINAGE / QS INSTALL POP-UP DRAINAGE EMO7ER PER NOS 421 PER DETAILS ON SHEET 2 © CONSTRUCT 4'P.C.C.PAD FOR TRASH BARRELS 3'-07x7'-0' - i --- --------- O 5 10 20 40 ��/'.� �Npl• GEOLOGUr ems OWNM REVISIONS: QRo\ESS D PREPARED UNDER SUPERVISION OF: SCALE:.=1 . �= CITY OF LAKE ELSINORE 11 MOR9E gp "l I(' EVMn cr.azaM CONVERSE CONSULTANTS CONVERSE CONSULTANTS WOODSIDE HOMES �Q���0 3' <Fy Fy EDWARD J.LEN DATE DATE: 1 aCNU Tz vaaroao-u*ma PRECISE GRADING PLAN SHEET tI 10391 CORPORATE DRIVE 10391 CORPORATE DRIVE 11870 PIERCE ST. SUITE 250 v W ? z RCE NO.52496 EXP. 12-31-18 FA°4N?"°SB o. PLANNER8 INE Efl REDLANDS, CA. 92373 REDLANDS, CA. 92373 RIVERSIDE, CA. 92505 w N 052496 ENO I SURVEYORS m THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE TRACT NO.319Z0-9 OF 17 NO AS BUILT CHANGES EL 5/30/19 K*Exp.12-31-18 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND BENCHMARK: PH; (909)796-0544 PH; (909)796-0544 PH; (951) 710-1900 RIVERSIDE BENCHMARK N0.BM E-3-70.ELEV. TRAIL.9. BRASS DISC IN CONCRETE POST 72'NORTH OF°Y MARK DESCRIPTION BY APPR. GATE Ji CIVII �Q' THE TATE LAWS,AN PERMIT CAN BE ISSUED. LOTS "'-4Z FILE N0. FAX: (951) 688-8681 DESIGNED BY: DRAWN BY: 9lF�CAL\� INTERSECTION OF CORYDON STREET AND MISSION TRAIL 27'EAST OF THE CENTERDNE OF MISSION TRMI. F /� BASIS OF BEARING: '� ,'21 CENTERLINE OF CEREAL STREET,BEING N5752'46W,BETWEEN MONUMENTS 3 AND 4,BEING THE CENTERLINE fiT.`,li CHECKED BY: PROJECT MANAGER: BRAD FAGRELL RCE 3920 CITY ENGINEER DATE INTERSECTIONS OF CEREAL STREET AND STONEMAN STREET AND CEREAL STREET AND CORYDON STREET. 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SEE SHEET f5 \'\ _ (. - __ ------ "-�------ L�,t01 y 1270.78 1N 2IN 2 s� I oz �^If - � CONSTRUCTION NOTES Q INSTALL 4°ABS ASTM-D 2751 SDR-35 ORA/N PIPE (2) INSTALL 6"SOUAR£GRATE ADS IF 05 OR APPROVED EQUAL _ I V / Q3 CONSTRUCT&-M DEPTH F0077NG PER DETAIL ON SHEET 2 0 5 10 20 NJ 1 I11/ Q PROVIDE THROUGH WALL DRAINAGE INSTALL POP-UP DRAIN46E EMITTER PER AIDS 421 PER DETAILS ON SHEET 2 CONSTRUCT 4"P.C.C.PAD FOR 71 BARRELS J'O°xT-O° $ REVISIONS: Q�pFEss/ON PREPARED UNDER SUPERVISION I SCALE: A 10 . MOR9E S,,y� "" CITY OF LAKE ELSINORERIM EMI GEOLOGM I 12 CONVERSE CONSULTANTS CONVERSE CONSULTANTS WOODSIDE HOMES �� d 7Fyl�y EDWARD J.LENTH DATE 4 SCHULTZ =:�I ppC^�C GRAUNG pE ACE SHEET o RCE RD 5249E EXP. 72-31-18 DATE' FAX aaasFosls 10391 CORPORATE DRIVE 10391 CORPORATE DRIVE 11870 PIERCE ST. SUITE 250 H s REDLANDS, CA. 92373 REDLANDS, CA. 92373 RIVERSIDE, CA. 92505 No.05249E m PLANNERS ENGINEERS S U R V E Y O R S IR T ry M OF n w m THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE1 f1I1C 1 NV. ZIJ-�7 NO AS BUILT CHANGES EL 5/30/19 a*&p. 12-31-18 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND RSIDE B: PH; (909)796-0544 PH; (909)796-0544 PH: (951) 710-1900 MARK DESCRIPTION BY APPR. DATE T CIVIL 1\P THE STATE LAWS,AND PERMIT CAN BE ISSUED. RNd SIDE BENCHMARK N0.BM E-3-70.ELEV.1279.829. BRASS DISC IN CONCRETE POST 72'NORTH OF LO7 S 43-47 FILE NO. FAX: (951) 688-8681 DESIGNED BY: DRAWN BY: qTF p CAL\ F / INTERSECTION OF CORYDON STREET AND MISSION TRAIL. 27'EAST OF THE CENTERUNE OF MISSION TRAIL. F 6 `6 BASIS OF BEARING 1 I/�� CENTERLINE OF CEREAL SRiEET,BEING N5752'48'W,BETWEEN MONUMENTS 3 AND 4,BEING THE CENTERLINE YI CHECKED BY: PROJECT MANAGER: BRAD FAGRELL RCE 20 CITY ENGINEER DATE INTERSECRONS OF CEREAL SIREEE AND STONEMAN STREET AND CEREAL STREET PND CORYDON STREET. I:\62138\PG\PG-12.dwg 6/06/16 PEBBLESTONE IN 12 I01 I II 72.fi9' 82.22' ---__ - __ ___ _________ ___ ____________ __ __ ____ .---_----__ - o �37 --------- -4 ORr 2 1270.5 RIM� 269.1 RIM 68.10 IN 1269.3 RIM ti 1277.10.1' 2 1269E 1I _ I/ ED 1269.5 .2,1268.22 I 3 HP 0.1' +� 1271.2 1270.9 RIM / HP Hp 2 1269.53 INV 2X MIN, �' ' 2 1270.9 RIM 2i2i,MN.---- ----- �RSfT 1 I �V _ - 1270.37 TS \ i 1269.681NV 16.15' I\I / FS 2-4 R56 1270.44 1-4R NS 1272.04 -- �I / FS II 11_ 29 1-4R 1271.2 11 1. 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I I 11 I - l� / 1267 7 I 5 HP HP I 1272.54 - icri 1 ,268.8 RIM I i row 1-a R ► j (� ro N 1272.41 TS II / 1-LosxL�^ --= ---- °'�1---- - ---Io.,uL -- � ,267s7I z -or ks -r-- -12239 - 1271.748S ----- 4 0•i, 1271.7 3 1271.4 RIMS 1271.E 7 1271.2 RIM �• / I 1 ED HP 2 1270.35 INV 4 HP ED 5 1270.20 INV I i /<\ SEE SHEET 15 1271.4 RIM _ U L� ------ , 0 U ---- - - - -_ __.- -�_. /. 127 58 o'. I II I CONSTRUCTION NOTES Q1 INSTALL 4`ADS AS7M-D 2751 SDR-35 DRAIN PIPE _LL- u I SEE SHEET 12 i i i I t80C' 0 5 10 20 40 Q2 INSTALL 6"SQUARE GRATE NOS 105 OR APPROVED EQUAL _ Q CONSTRUCT EXTRA DEPTH FOODNG PER DETAIL ON SHEET 2 ® PRONDE THROUGH WALL DRAIN40E I ffiI 05 INSTALL POP-UP DRAINAGE EMITTER PER NOS 421 PER DETAILS ON SHEET 2 I 1 ' © CONSTRUCT 4"P.C.C.PAD FOR TRASH&RRLiS 3'-0'x7--0' ti a (3J 6-0 - - I REVISIONS: PREPARED UNDER SUPERVISION OF: SCALE: CITY OF LAKE ELSINORE �8 OQROF ESS/Q,ygl �.V 1"-10, . MonaE �eMb aJo Vdcc 9lFB�µ CONVERSE CONSULTANTS CONVERSE CONSULTANTS WOODSIDE HOMES �e��e5� J �Fy y EDwARD J.LENTH DATE DATE: ' OHOLTz ! GRADING PUN SHEET 13 RCE NO.52496 EXP. 12-31-18 a jPax:aozswsn 10391 CORPORATE DRIVE 10391 CORPORATE DRIVE 11870 PIERCE ST. SUITE 250 ° ?` I flA\i l NO. . '2�-9 REDLANDS, CA. 92373 REDLANDS, CA. 92373 RIVERSIDE, CA. 92505 No.05249E m OF n w m THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PLANNER 8 E N O I N E E R 8 B U R V E v O R 8 NO AS BUILT CHANGES EL 5130/19 a*Exp. 12-31-78 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND B CHMARK: PH; (909)796-0544 PH; (909)796-0544 PH: (951) 710-1900 RIVERSIDE BENCHMARK 140.BM E-3-70.ELEV.1279.829. BRASS DISC IN CONCRETE POST 72'NORTH OF°Y MARK DESCRIPTION BY APPR. DATE Cryll ,y�Q' THE ATE LAWS,AND PERMIT C BE ISSUED. TION LOTS'1V�'ri7 �iV�� FILE N0. FAX: (951) 688-8681 DESIGNED BY: DRAWN BY: 9�F OF CAL1F ' f BASIS OFF BEARIN OF GR DON STREET AND MISSION TRAIL. 27'EAST OF THE CEN ERUNE OF MISSION TRAIL. E CENTERLINE OF CEREAL STREET,BEING N5752'4TW,BETWEEN MONUMENTS 3 AND 4,BEND THE CENTERLINE 1 r CHECKED BY: PROJECT MANAGER: BRAD FAGRELL RCE 4 0 CITY ENGINEER DATE INTERSECTIONS OF CEREAL STREET AND STONEMAN STREET AND CEREAL STREET AND CORYDON STREET. k\62138\PG\PG-13.&q 5/25/16 CONSTRUCTION NOTES I I Q7 INSIALL 4'A65 ASTW-D 2751 SDR-35 DRAIN PIPE 4 Q2 INSTALL 6'SOUARE CRAZE ADS/05 OR APPROVED EOUAL ! _ _ _ _ ---__ --- ____ _ -- O3 CONSTRUCT EXIRA DEPTH THROUGH WALL R41 AGE PER DETAIL ON SHEET 2 PROW ON SHEET 2 -- -_-- IN �POP P DRNN4GE EXf PER NOS 421 PER DETAILS 7Q aS -- 153I' ¢ 1269.46RINV -t - -_ Q 7---�_ _f,--XAN -- 2rLv' -- \\���.. © CONSTRUCT 4'P.C.C.PAD FOR TRASH BARRELS 3'-0'x7'-0°� - I HP 0.2' 1271.7 RIM I v lSXj� 1271.9 1271.7 RIM 1272.0 0.1' 1 g �` \ T7 �� 1 1270.69 I HP 1270.79 I 2 HP ED ,� 1270.7 1270.4 RIM \\\ - // 3" I HP 2 1270.7 0.3' ^ o v 0.0' 1269.31 INV 1270.2 // 1272:73 TS a^ I HP 3 4 o \ i d 1271.E RIM ED �h N E I ED 0.1' FL/GB III I 5 1272.15 BS o 1270.53 I t-7,R � N � I ED 0.2'I ( 1272.84 - I 5 0 ED I I o I - - , F - N I1 - 1272.13 I , FS - M u N 1X I -'--► SI I I 2r 170' -_-- .I.� 78aT �a I I 1272.0 S I 1270.811 - 1271..54 -__--- -�--- I II II ^ �' 1271.43 TS II �* 1272.13 I II HP 1 I HP II °iry --'� 1270.97 BS J i ,1, FS II I -ar it Q wN r---- -- 1-5.5R ,�q6 I I 2X I L---- ------ 51 I g 3 1 0.3' I 11 L------- N 0:5' 1271.5 ED I 0.2' I 1270.7 1 a I m FL/GB 7271.9 1271.7 RIM 1272.0 Ep - I ,* HP 0.2' I II - HP 2 HP. 1 1271J:', 2 ,�\• I I o 0.1' 1270.4 RIM 1 o� I h I I uu ' TI'-' �--- ✓J 61 I -_ n�o ED 1270.E 3I 1 8 O.Si QSi 8 ® 12�0• E 1 &Q9r ED 2 1269.04 INV HP I 4 1FL/GB 0. 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I REVISIONS: PREPARED UNDER SUPERVISION OF: SCALE: °"°°°A^ CITY OF LAKE ELSINORE BJC�WQ QE'a.AGM �$B� owmm o'�OFEss/Oyq� 1"=10' MORSE SUN,wn.cAaxw CONVERSE CONSULTANTS CONVERSE CONSULTANTS WOODSIDE HOMES �e�eg� d. 4F �y EDWARD J.LENTH DATE DATE: SCHULTZ vmarao-as ZI PI-AN SHEET 9 W 10391 CORPORATE DRIVE 10391 CORPORATE DRIVE 11870 PIERCE ST. SUITE 250 i RCE NO.52496 EXP. 12-31-18 F"x'810-xs°sM alAP1NG pI ./� N.052496 m PLANNERS ENGINEERS SURVEYORS C 39 M OF II REDLANDS, CA. 92373 REDLANDS, CA. 92373 RIVERSIDE, CA:92505 w m THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE TRACT NO. VIJZV-.7 NO AS BUILT CHANGES EL 5/30/19 d*Exp. 12-31-18* APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND BENCHMARK: PH; (909)796-0544 PH; (909)796-0544 PH: (951) 710-1900 MARK DESCRIPTION BY APPR. DATE S CIVIL Q THE TATE LA ,AN PERMIT C BE ISSUED. RIVERSIDE BENCHMARK NO.BM E-3-70.ELEV.1279.829. BRASS DISC IN CONCRETE POST 72'NORTH OF LOTS FILE NO. FAX: (951) 688-8681 '9lF INTERSECTION OF CORYOON STREET AND MISSION TRAIL 27'EAST OF THE CENTERUNE OF MISSION TRAIL DESIGNED BY: DRAWN BY: q-'CAL\F Ir-G�G�•R FT BASIS OF LINE OF ICE 1(,A-4 44 CENTERLINE OF CEREAL STREET,BEING STONEMAN BETWEEN MONUMENTS CEREAL STREET 3 AND 4,BEING THE CENTERLINE CHECKED BY: PROJECT MANAGER: RAD FAGRELL RCE 20 CITY ENGINEER DATE INTERSECTIONS of CEREAL srRFEr AND STONEMAN STREET AND CEREAL STREET AND CORYDON STREET. 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SEEz,SHEET 12 zl�ozeiR'69z1.J CONS TRUCTM NOTES 18� r------ I 91Lz�=d I Q7 INSTALL 4"ABS ASTM-D 2751 SDR-J5 DRAIN PIPE ,--- LZZLZI= Q2 INSTALL 6"SQUARE GRATE ADS 105 OR APPROVED EQUAL 0 05 10 20 40 CONSTRUCT EXTRA DEPTH FOOTING PER DETAIL ON SHEET 2 Ir-____..__ I - PROVIDE THROUGH WALL DRAINAGE I -. Q INSTALL POP-UP DRAINAGE EMITTER PER ADS 421 PER DEFAILS ON SHEET 2 'l - © CONSTRUCT 4'P.C.C.PAD FOR TRASH BARRELS 3'-07x7- __-_--J B4C#1�GEOLACIST e0L8 OMM� REVISIONS: Q ftoFESS/ PREPARED UNDER SUPERVISION OF: 'caL10 . MOflBE °�+^� CITY OF LAKE ELSINORE gMy 85p q� IgIw,G 828K CONVERSE CONSULTANTS CONVERSE CONSULTANTS WOODSIDE HOMES y2�� J Lfy Fy EDWARD J.LENTH DATE DATE: SCHULTZ �s+o- SZS pppp��ry��� �p�ry p SHEET 1 10391 CORPORATE DRIVE 10391 CORPORATE DRIVE 11870 PIERCE ST. SUITE 250 -- - W ? RCE NO.52496 EXP. 12-31-18 °"�s 6 PRE(ME GIRAIDING PLAN REDLANDS, CA 92373 REDLANDS, CA. 92373 RIVERSIDE, CA. 92505 No.05249E m OF n w m THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PLANNERS E N O I N E E R S SURVEYORS TRACT NO°V F72" _ NO AS BUILT CHA _o EL 5/30/19 d Exp. 12-31-18 � PH; (909)796-0544 PH; (909)796-0544 PH: (951) 710-1900 * APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND s HMA K: MARK DESCRIPTION BY APPR. DATE J'i` CIVIL \P THE STATE LAWS,AND PERMIT AN BE ISSUED. - RIVERSIDE BENCHMARK N0.BM E-3-70.MISSION TRAIL. BRASS OISC IN CONCRETE'POST 72'NORTH L. "Y LOTS 58�� RLE NO. FAX: (951) 688-8681 DESIGNED BY: DRAWN BY: 9rF OF CAL\ L4.,(jX) INTERSECTION OF CORYDON STREET AND MISSION TRNL 27'EAST OF THE CENTERLINE OF MISSION TRAIL. F ! BASIS LI BEARING ' 4� CENTERLINE OF CEREAL STREET,BEING N5752'48'W,BETWEEN MONUMENTS 3 AND 4,BEING THE CENTERLINE CHECKED BY: PROJECT MANAGER: BRAD FAGRELL RCE 3920 CITY ENGINEER DATE INTERSECTIONS OF CEREAL STREET AND STONEMAN STREET AND CEREAL STREET AND CORYDON STREET. - - i\62138\PG\PG-15.dwg 5/25/16 AFVES / STORM WATER POLLUTION NOTES LEGEND 1. For projects that require coverage under the Genera/Construction Permit, the property owner is responsible for ensuring that a Qualified SWPPP Practitioner(QSP)and • • FIBER ROLLS TYPE SE 5 PER CASQA /AA Qualified SWPPP Developer(0S0)implement and maintain the SWPPP-approved, A_{ pre-qualified BMP's from the California Storm water Quality Association(CASQA)handbook0 INLET PROTfC110N TYPE 5E-10 PER CASOA /website for construction to retain sediments and pollutants of concern from areas - disturbed onsite to the maximum extent practicable during ANY phase of constmcdon operations.For all other projects,the property owner is responsible for ensuring that \�\ / \ "•. BMP's for construction are implemented to retain sediments and pollutants of concern from areas disturbed onsite to the maximum extent practicable. The erosion control measures include those shown on this plan as well as any additional erosion control measures dictated by Bell conditions to prevent erosion and/or the introduction o/ pollutants into existing public streets and/or onto adjacent properties during ANY phase of construction. 2.For projects that require coverage under the General Construction Permit the Storm CONSTRUCT/ON NOTES Water Pollution Prevention Plan(SWPPP)shall be kept on-site and made available upon sWOCB) Santo Ana Region and/ - Q INSTALL FBER ROLLS TYPE SE-5 PER CASOA PER DETAILS HEREON reque a the City o/Loke Elsinore. © INSTALL STORM DRAIN INLET PR07ECDON TYPE SE-10 PER CASQA PER DETAILS HEREO t of a representative of the Regional Water Quality Control Board(R N J.Construction sites shall be maintained in such a condition that an anticipated storm F - does not carry wastes or pollutants off the site.Discharges of material other than storm ,//F 1 14 water(non-storm water)ore prohibited except as authorized by an individual NPDES �� permit under the statewide General Permit-Construction Activity. _ 4. Potential pollutants include but are not limited to.,solid or liquid chemical spills wastes from paints,stains,sealants,solvents detergents,glues,lime,pesticides ! ��' a \ fI / r� , ® herbicides,fertilizers, wood.preservatives,and asbestos fibers,paint flakes or stucco fragments fuels oils/ubdcants and hydraulic,radiator or battery fluids;concrete and related cutting or curing residues;fkKitable wastes, wastes from engin%quipment steam cleaning or chemical degreasing;wastes from street cleaning,and super-chlorinated ,,,/// / / � \ �� \ potable water from line flushing and testing.During construction,disposal of such F / ry \..,,` ��/A \\ materials should occur in a specified and controlled temporary area on-site physically 40111 \\ V �9 / \ ��'77�0 \ separated from potential storm water runoff, with ultimate disposal in accordance with local,state and federal requirements. l / -/ 71 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. 1 / / / 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. 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 7. - l 1♦ l \ ���/ >� ' l r private/public storm water conveyance systems,sidewalks,rights-of-ways and flow-lines. _^j ValQ 8.All portable mixers shall have plastic liners undemeath with grovel bags places on the - I If` \ ♦ i �\ ��'• 18 down-hill side of the liners to contain discharges. 9. Controlled street washing will onty be al/owed prior to the application of asphalt seal coots and only when al/pertinent drainage inlets are protected. TYPICAL l 10.All construction contractors and subcontractor personnel are to be made aware of the J - _ ■ / `.// � A EXISTING BLOCK required Blips and goad housekeeping measures for the project site and any associated construction staging areas. - / _ � - - WALL 11.Discharging contaminated groundwater produced by dewatertng groundwater that has ^^ I ® / -♦; \�` ®- /' / - infiltrated into the construction site is prohibited.Discharging non-contaminated V<V7�C groundwater produced by dewatering activities may require a National Pollutant Discharge - I A`= t_ / \� • I Elimination System(NPDES)permit from the Regional Water Quality Control Board I 12.Storm water runoff shall not be directed over any slopes without permanent down I/ y I `T / t v drains installed Erosion and sediment controls including maintenance are required on all ♦ O 1 /*f r� 1 \ F • I / exposed sopes until sufficient permanent landscaping has been established. 100%slope _ __` ♦ / r't - ! ( t I 11' protection must be in place prior to the issuance of the final certificate of occupancy. -J / r EXISTING BLOCK r- 13.Vegetation clearing and brushing activities shall not be initiated during the wet season ♦ WALL I l on any sites which ore not adequately protected with desihing basins or other temporary 11 ♦ v/ r� _ sl drainage or control measures. - l t q TYPICAL r 14.Stockpiles of soil shall be properly secured with BMP's to eliminate or reduce l- } ® B l + sediment trans from the site to streets,drainage facilities or adjacentproperties. ♦ j l/ P� 9 1 ♦ / y �JEXISTING BLOCK 15.For project requiring coverage under the Construction Genera/Permit special attention �' O �' l r - y WALL I r shall be given to preparation and installation of the Rain Event Action Plan(REAP)as 1 p ♦ l 1 �' L s ® I �� It required based on site Risk Level or as mandated by the Saida Ana Regional Board - ! I ® �� r NPDES Permit, Genera/Permit-Construction Activities l' / / AV 16.At the end o/each day of construction activity, all construction debris and waste / �$_ jr h /'^ , l l materials shall be collected and property �disposed of in covered trash or covered recycle ® - ♦ p 1/� ) l bins. 1 / It j ® I/ (•/� y �� / ," 17.this site has obtained a National Pollution Prevention Elimination System \ !1 ® ` ♦ I/ ' (NPDES)permit to regulate municipal and industrial storm water discharges. NPDES WDID/8 33C375137 DATE WDID ISSUED: January first,2016 \\ / / A`, I 1Y/'ICAL f r/ ® A"__ 1&The undersigned civil engineer,a qualified OSP and/or QSD will review placement `x q.. of a n antro/and insure that work is in accordance with the approved plans �r/� 52a�tL wlStlw 3 J ♦ l �l i1fT 1 / H (Signature) E No (Exp Q)(Date) - / l / �5 �` .50 l� 1 i l �/1 1 ;I 21 , � f /l / ♦ � �`yv �srACKo � EXI5T�NG BLOCKIf WALI( �� E rarnLr a'-s(7s-r2sm J � l I 1 T If ( _ 2 STAKE AREA DRAIN / / / - - � INLET A SPACE PACE 350mmf U3'-4'O.C. r ` S � - T x E ONE f ; 1.STRAW ROLL/NSTALLEn S ON RE-QUIRES THE PLACEMENT Arlo SECURE STAK/NO OF THE ROLL./N A TRENCH,3"-5'(75-125mm)DEEP,DUG ON - CONTOUR. RUNOFF MUST NOT BE ALLOWED TO RUN 5 �V UNDER OR AROUND ROLL.. l - FEER ROLLS DETALS s� r ^ q B STORM DRAM KET PROTECTK�YV DETAILS `, NOT TO SCALE NOT TO SCALE ��- 0 15 30 60 120 � I l / l � I i QEOLOOI�T� VA� �t,10b 6 V 6 ilo //6 23 BIGRASEFM �/y �� REVISIONS: QROFEss/Q PREPARED UNDER SUPERVISION OF: SCALE: MORBE n�eR,a.A» CITY OF LAKE ELSINORE .IS ". l 1•_�, � eMh,a5U 'V4 1. ra».cn amM p/��fy��� �y PLAN ��CONVERSE CONSULTANTS CONVERSE CONSULTANTS WOODSIDE HOMES ��� �a d. iFylFy EDWARD J.LENTH DATE I` DATE: M ecHUL z vaeawzs eezl EROSION SEDIMENT f LAN SHEET 10391 CORPORATE DRIVE 10391 CORPORATE DRIVE 1.1870 PIERCE ST. SUITE 250 y 4 ? ` RCE NO.52496 EXP. t2-3t-1s REDLANDS, CA. 92373 REDLANDS, CA. 92373 RIVERSIDE, CA. 92505 v No.052496 P L A N N E R S E N O I N E E R 8 s u R v e r o n s p y� r�� /�� OF n �✓ ^+ THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE TRACT NO. 392" NO AS BUILT CHANGES ±EL5/30/19 rl*Exp. 12-31-18 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND N H K:PH; (909)796-0544 PH; (909)796-0544 PH: (951) 710-1900 MARK DESCRIPTION DATE l C/vll \P THE TATE LA ,AND PERMIT N BE ISSUED. RIVERSIDE BENCHMARK NO.BM E-3-70.ELEV.1279.829. BRASS DISC IN CONCRETE POST 72'NORTH OF"7' FILE NO. FAX: (951) 688-8681 DESIGNED BY: DRAWN BY: qlF pF NL INTERSECTION OF CORiDON STREET AND MISSION TRAIL. 27'EAST OF THE CENTERLINE OF MISSION TRAIL. LOTS�� 50-55 F BASIS LI BEARING: 'I CENTERLINE OF CEREAL STREET,BEING N5752'48'W,BETWEEN MONUMENTS 3 AND 4,BEINGORYD THE RENIERUNE y1w CHECKED BY: PROJECT MANAGER: BRAD FAGRELL RC 920 CITY ENGINEER ATE INTERSECTION OF CEREAL STREET AND STONEMAN STREET AND CEREAL STREET AND CORiDON STREET. L\62138\PG\PG-EROSI0N-16.dwg 6/06/16 i 34 3550 ; 1• 1 - s, J 32 33 1 I 30 31 a\ 22 4 I W 1ST1NG B\� r J I ALL OCK ,7 49 \ s , \\\ c _-------------.-...... .�.. .....#. _ / �� \ - EXISNNG BLOCK I ——— \\ \\ L___ p ® • / —/ WALL L II ���=A. II i_.� \ \ ' s� •** 1 4 I y/ - � � " / 25 1 39 \ � I n 41 , - -142 43 44 48- \\ ` I —_WALL ING BLOCK c-jl _ 26 I f I I , I I27 a S\ 35 3 33 32 J 31 7)PAX If 3028 I J 29 a I ------ -------------- rn. _ 120 =r-__-_--- _ _ - ----_ �r- _�- _ -=— - --- - --- ___ ----- - t - J , 1 DRIVE J IA D - D MON- - - - - — -__- —\ \�-- _D/AMol1/D D, j I - �, f -- _ - _ - - -- \- - - - - - - - - - —� -_ _ - _ _ _ 1 CO NSTRUCTM NOTES _ --_�_\ I I OA INSTALL FlBfR ROLLS TYPE SE-5 PER CAS(kt PER DETAILS HEREON r� QB INSTALL STORM DRAIN INLET PR07EC77ON PPE SE-10 PER CAS PER DETAILS HEREON Jb 6 v 6/lo '14 aEOLOQ�T 801_8 OWNER REVISIONS: PREPARED UNDER SUPERVISION OF: SCALE: MORwGA" CITY OF LAKE ELSINORE QROFESSIO,Yq l /'-� Sato aw CONVERSE CONSULTANTS CONVERSE CONSULTANTS WOODSIDE HOMES ����3 a J. tFy�y EDWARD J.LENTH w DATE 4 l(� DATE; SCHULTZ wb.wo-sFeez SHEET 10391 CORPORATE DRIVE 10391 CORPORATE DRIVE 11$70 PIERCE ST. SUITE 250 _ a i RCE NO.52496 EXP. 12-31-18 EROSION SEDIMENT PLAN REDLANDS, CA. 92373 REDLANDS, CA. 92373 RIVERSIDE, CA. 92505 No.052496 m OF 17 w m THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH j11E P LANNER 3 ENGINEERS SURVEYORS_R V E v O R S TRACT NO. V h720-9 PH; (909)796-0544 PH; (909)796-0544 PH: (951) 710-1900 NO AS BUILT CHANGES EL 5/30/19 a EKp. 12-31-18 x * APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND BENCHMARK: MARK DESCRIPTION BY APPR. DALE THE STATE LA ,AND ERMIT CAN 8E ISSUED. I RIVERSIDE BENCHMARK N0.BM E-3-70.ELEV.1279.829. BRASS DISC IN CONCRETE POST 72'NORTH OF'Y FILE N0. FAX: (951) 688-8681 9lF F 6 INTERSECTION OF CORYDON STREET AND MISSION TRAIL 27'EAST OF THE CENTERLINE OF MISSION TRAIL LOTS 1-8 23-49 AND 56-M DESIGNED BY: DRAWN BY: OF CAL\ CESIS OF NTERLINE OF ICERFN.STREET,BEING N5752'4$'W,BETWEEN MONUMENTS 3 AND 4,BEING THE CENTERLINE CHECKED BY: PROJECT MANAGER: BRAD FAGRELL RCE#439 CITY ENGINEER DATE INTERSECTIONS OF CEREAL STREET AND STONEMAN STREET AND CEREAL STREET AND CORYDON S7REET. � is\62138\PG\PG—EROSION—i7.dwg 6/0/O6/16