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Home My WebLink AboutCentral Plaza PGP GENERAL NOTES THREE INCHES(3')WILL BE PLACED IN FILLS WITHIN ROADBED AREAS OR THREE FEET 1. ALL WORK SHALL BE DONE IN ACCORDANCE NTH THE CITY OF LAKEELSINOREAND ARE OF FINISH GRADES UNLESS THE LOCATION, MATERIALS, AND DISPOSAL METHODS CITY OF LAKE ELSINORE MUNICIPAL CODE,CHAPTER 15.72 AND APPLICABLE STANDARDS AND SPECIFICATIONS AND ARE SPECIFICALLY APPROVED BY THE SOILS ENGINEER. THE LATEST EDITION OF THE UNIFORM BUILDING CODE(U.B.C.),CHAPTER 33. 37. THE ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND OBTAIN 2. A PERMIT SHALL BE OBTAINED FROM THE ENGINEERING DEPARTMENT, CITY OF LAKE INSPECTION BEFORE APPROVAL iN N ELSINORE,PRIOR TO ANY OPERATIONS. 38. GRADING PLANS WILL NOT BE APPROVED UNTIL ALL RETAINING WALLS ARE APPROVED4 3. THE DEVELOPER AND/OR THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AND BY THE BUILDING DEPARTMENT. U.S.A.ALERT(1-800-422-4133)FORTY-EIGHT(48)HOURS PRIOR TO GRADING. THIS SITE HAS OBTAINED A NATIONAL POLLUTION PREVENTION ELIMINATION SYSTEM PARCEL 1 8 OF TTM 37284 4. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT AT LEAST (NPDES)PERMIT TO REGULATE MUNICIPAL AND INDUSTRIAL STORM WATER TWENTY-FOUR(24)HOURS IN ADVANCE OF BEGINNING GRADING OPERATIONS DISCHARGES.NPDES 5. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY THE WDID/ 8 33C377706 DATE PERMIT ISSUED:OCTOBER 1201 6 CITY ENGINEER. 40. DRAINAGE EASEMENTS WILL BE KEPT CLEAR OF ALL OBSTRUCTIONS.NO BUILDINGS OR Y 6. CUT SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL, UNLESS WALLS SHALL BE PLACED WITHIN EASEMENT UNITS TEMPORARY IMPROVEMENTS ARE OTHERWISE APPROVED,AND SHALL BE SHOWN N THE PLAN. SUBJECT TO REMOVAL AT DIMMER'S EXPENSE CENTRAL PLAZA 7. FILL SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL UNLESS OTHERWISE APPROVED,SHALL BE SHOWN ON PLAN,AND SHALL NOT HAVE LESS THAN 90%RELATIVE COMPACTION OUT TO THE FINISHED SURFACE ENGINEER'S NOTICE B. FILLS SHALL BE COMPACTED THROUGHOUT TO 90%DENSITY AS DETERMINED BY THE I MODIFIED THREE(3)LAYER A.ST.M.D-1557-70 TEST METHOD. PRECISE 9. FILL AREAS SHALL BE CLEANED OF ALL VEGETATION AND DEBRIS, SCARIFIED, AND 1. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB GRADING PLANS SITE CONDITIONS DURING THE COURSE CONSTRUCTION,INCLUDING SAFETY OF ALL PROJECT SITE INSPECTED BY THE GRADING INSPECTOR AND APPROVED SOILS TESTING AGENCY PRIOR TO THE PLACING OF FILL. PERSONS AND PROPERTY.THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS THE CONTRACTOR SHALL DEFEND,INDEMNIFY AND HOLD 10. ALL FILL MATERIAL SHALL BE CLEAN EARTH. NO FILL SHALL BE PLACED UNTIL THE OWNER AND ENGINEER HARLESS FROM ANY AND AL LIABILITY,REAL N ALLEGED,IN q s 97i PREPARATION ON GROUND IS APPROVED BY THE SOILS ENGINEER CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT EXCEPTING FOR LIABILITY 11. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER AND ENGINEER. qyy, Yt'PER FOOT FOR A MINIMUM OF THREE(3)FEET,THEN 1%(MINIMUM)TO FLOW LINE 2. ALL UNDERGROUND UTIUTIES OR STRUCTURES,REPORTED N FOUND ON PUBLIC RECORDS, OF EARTH WALL. ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTEND.THE OWNER,BY ACCEPTING ni THESE PLANS OR PROCEEDING NTH THE IMPROVEMENTS HEREON,AGREES TO ASSUME 12. MINIMUM BUILDING PAD AND DRAINAGE D 2%POPE SHALL BE 1%IF CUT OR FILL LIABILITY AND HOLD THE ENGINEER HARMLESS FOR ANY DAMAGES RESULTING FROM THE SLOPE 0'LESS THAN TEN FEET ALL AND 2R IF CUT OR FILL IS GREATER THAN TEN EXISTNECE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED OR INDICATED ON FEET(10').DRAINAGE SWALES SHALL BE A MINIMUM OR 0.5'DEEP AND CONSTRUCTED A PUBLIC RECORDS,N THOSE CONSTRUCTED AT VARIANCE WITH REPORTED N RECORD - MINIMUM OF TWO FEET(2')FROM THE TOP OF CUT OR FILL SLOPES LOCATIONS.THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO 13. PROVIDE 5 VIDE BY V HIGH BERM N EQUIVALENT ALONG THE TOR OF ALL FILL PROTECT THE UTILITIES AND STRUCTURES SHOWN AND ANY OTHER FOUND AT SITE.IT SHALL SLOPES OVER 5'HIGH BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF ALL UTILITIES OR 14. PROVIDE A BROW DITCH,DESIGNED TO HANDLE N STRUCTURES CONCERNED BEFORE STARTING WORK. E HUNDRED(100}YEAR STORM FLOWS ALONG THE TOP OF CUT SLOPES 3 RNG UNAUTHORIZED CHANGES THESE PLANS WILL NOT BE ESP TO N USES OR THESE PLANS, FOR,OR LIABLE FOR 15. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE 4. QUANTITIES SHOWN HERON ARE PROVIDED FOR BONDING PURPOSES ONLY.CONTRACTORS V - - C NTRAL AVENU ._._ _........ VICINITY MAP ', .......... ___ ... -- �,,._ ._ NOT TO SCALE SHALL BE 16 (SUBDIVISIONS)ENAND EXPANSIVE CHARACTERISTICS ORETM DEVELOPER, TO SUPERVISE ORAONG CONSTRUCTION. FN VERIFYING ALL QUANTITIES PRIOR TO BIDDING FN R PERMITTED. A FINAL SOILS REPORT WHICH INCLUDES FOUNDATION REQUIREMENTS I _ SOILS ENGINEER.S CERTIFICATE 17. GRADING CERTIFICATION BY THE DEVELOPER'S CIVIL ENGINEER AND A FINAL COMPACTOR I ! .� "R/W' w� - - -� _ INDEX OF DRAWINGS OWNER/DEVELOPER SCHOOL DISTRICT T REPORT BY A SOILS ENGINEER SHALL BE SUBMITTED TO THE BUILDING AND ENGINEERING 1. ALL GRADING SHALL BE DONE UNDER OBSERVATION AND TESTING BY A QUALIFIED CIVIL ii "?j"�C pgppOSEo R/W DEPARTMENTS PRIOR TO ISSUANCE OF BUILDING PERMITS. ENGINEER OR GEOTECHNICAL ENGINEER AND,IF REQUIRED,BOTH A QUALIFIED CIVIL ENGINEER - ( i - ---*-/ _-1 _ HFC-PRP ELSINORE,LLC LAKE ELSINORE UNIFIED SCHOOL N GEOTECHNICAL ENGINEER AND AN ENGINEERING GEOLOGIST.ALL GRADING MUST BE INDEX NO. DESCRIPTION 417 29TH STREET DISTRICT 1& THE SOILS ENGINEERING INVESTIGATION DATED JAY 2J_2M PREPARED BY SALEM /' r t/ r NEW'PORT BEACH,CA 92663 545 CHANEY ST PERFORMED IN ACCORDANCE WITH APPLICABLE CITY ORDINANCE AND THE RECOMMENDATIONS PAD 1 OF 16 TITLE SHEET ENGINEERING GRIP, INC. AND TIRE ENGINEERING GEOLOGIC INVESTIGATION DATED - ( ( TURE 4 �� .W LAKE 53-7000 CA 92530 AND SPECIFlCATNS SET FORTH IN THE SOILS REPORT ORGEOLOGICAL/GEOTECHNICAL 2 FEBRUARY yy�2Q]¢ PREPARED BY SALEM ENGINEERING GROUP, INC., SHALL BE PAD ( -s ( FUTURE 2 OF 16 NOTES GREG LUKOSKY 951-253-7000 CONSIDERED A PART OF THIS GRADING PLAN AND SHALL BE IN COMPLIANCE. INVESTIGATION ENTITLED., 7 c _ PAD 949-723-9500 19. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT III 1 F� I (X, --I 3 OF 16 DEMOJTON PLAN 949-433-8595 WATER/SEWER A.AVENUE AND CEN ENGINEERING INVESTIGATION,PROPOSED CENTRAL PLAZA SEC COWER { 9 �I CERTIFICATION OF BUILDING PAD ELEVATOR. WHERE SPECIFIC ELEVATIONS ARE t t AVENUE AND CENTRAL AVENUE LAKE ELSINORE,9,2016 CALIFORNIAPROJECTOR PREPARED BY SALEM I 'I „.,' I L = REQUIRED,THE ELEVATION(NTH RESPECT TO MEAN SEA LEVEL)SHALL BE GIVEN.IF AN --- ' - 4 OF 16 HORIZONTAL CONTROL PLAN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL ENGINEERING GROUP,INC.DATED FEB 29,2016(PROJECT NO.3-216-0112) I - Un r, ) ARCHITECT E.VAAD DISTANCE ABOVE THE ADJACENT GROUND SHALL eE OVEN. _ EX RAY I ,Z 5 OF 16 HORIZONTAL CONTROL PLAN P.O.BOX 3000 2. SUBSURFACE SOILS WITHIN THE SITE ARE PRONE TO LIQUEFACTION UNDER HIGH GROUND i GK PIERCE ARCHITECTS LAKE ELSINORE,CA 92531 20. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO SHAKING ACCELERATION DURING AN EARTHQUAKE.OUR PREUMINARY CALCULATIONS INDICATED - - ""- f r COMMENCEMENT OF ANY CONSTRUCTION/GRADING. 1 W +--- © i 6 OF 16 HORIZONTAL CONTROL PLAN 3 OVERTURE (951)674-3146 THAT THE BUILDING AREAS,AND AT LEAST 5 FEET BEYOND,SHOULD BE OVER-EXCAVATED TO ALISO VIEJO,CA 92656 21. STABILITY CALCULATIONS WITH A SAFETY FACTOR OF AT LEAST 1.5 SHALL BE A DEPTH Or 2 FEET BELOW EXISTING GRADE OR 2 FEET BELOW PROPOSED FOOTINGS, W p _ .._ _. 7 OF 16 PRECISE GRADING PLAN SUBMITTED BY A SOILS ENGINEER TO THE BUILDING AND ENGINEERING DEPARTMENTS WHICHEVER IS GREATER,AND THE RESULTING EXCAVATION SHOULD BE BACKFILLED NTH A GLENN PIERCE,AIA ELECTRICITY - -- _. _ - FOR CUT AND FILL SLOPES OVER THIRTY FEET(30')IN VERTICAL HEIGHT. LAYERED SYSTEM OF ENGINEERED FILL AND GEOGRID REINFORCING FABRIC. � .' i o i -- -- I Y_ _ - i 8 OF 16 .PRECISE GRADING PLAN 949-344-2710 22. A FINAL COMPACTION REPORT WILL BE REOUIRED FOR ALL FILLS GREATER THAN ONE(1) ANY UNDOCUMENTED AND UNCOMPACTED FILLS ENCOUNTERED DURING GRADING SHOULD BE a ' h - - - 9 OF i6 PRECISE GRADING PLAN SOUTHERN CALIFORNIA EDISON FOOT. REMOVED AND REPLACED NTH ENGINEERED FILL.THE DEPTH OF THE OVER-EXCAVATOR �. j` II (800)655-4555 23. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED,IT MUST BE SHOULD BE MEASURED FROM EXISTING GRIND N ROUGH PAD GRADE,WHICHEVER IS W TElE _ ` 10 OF 16 PRECISE GRADING DETAILS ENGINEER CLEARED, KEYED AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. GREATER.A PRELIMINARY DESIGN PROCEDURE IS PROVIDED BELOW. FINAL DESIGN WILL BE ' - ° �- - 1�1�aa PREPARATION SHALL BE APPROVED BY A REGISTEM SOILS-ENGM:EER PRIOR TO J -- _t - II �; TELEPHONE d. " III((( 11 OF i6 PRECISE GRADING CROSS-SECTIONS&DETAILS DAVID EVANS AND ASSOCIATES PLACEMENT OF FILL MATERIAL.SLOPES GREATER THAN 5:1 ARE REQUIRED TO BE KEYED PROVIDED BY THE GEOGRID T MANUFACTURER ALONG WITH OUR OFFICE LIQUEFACTION GLOBAL SEISMIC J F I - - v '� _.... 'Y t�}i I�(�t 4200 CONCOURS DRIVE,SUITE 150 INDUCED SETTLEMENT OF THE SITE IS STILL ANTICIPATED WHEN LIQUEFACTION OCCURS. IOU!!AND BENCHED. ii 12 OF 16 STORM DRAIN PLAN(NORTH) ONTARIO,CA 91764 VERIZN 24. THE SOILS ENGINEER SHOULD INSPECT THE CONSTRUCTION IN THE FOLLOWING STAGES: PRIOR TO PLACING THE GEOGRID,THE BOTTOM OF THE SUBGRADE SHOULD BE SCARIFIED TO A t�i I GABE RODRIGUEZ,PE (800Y 483-5000 A)UPON COMPLETION OF CLEARING AND DURING EXCAVATION AND BEFORE DEPTH OF 8 INCHES,MOISTURE CONDITIONED TO NEAR OPTIMUM MOISTURE,AND RECOMPACTED () I'i It I�it 13 OF 16 STORM DRAIN PLAN(SOUTH) 909-912-7395 BACKFlLL Or ALLUVIAL,COLLUMAL AND TERRACED AREAS AND ANY SUBSTRUCTURES. TO A MINIMUM OF 95 PERCENT(90%FOR COHESIVE SOIL)RELATIVE COMPACTION BASED N I '" ''^ "tis _ Z�RfI'(I 14 OF 16 STORM DRAIN DETENSION BASIN GAS B)DURING ALL ROUGH GRADING AND OPERATIONS INCLUDING PRE-COMPACTION, ASTM D 1557(LATEST EDITION). BENCHING AND FlWNG OPERATIONS. i t I 15 OF 16 EROSION CONTROL PLAN SOUTHERN CALIFORNIA I88 C)DURING INSTALLATION OF BUTTRESS AND CANYON SUB-DRAINS AND FILTER THE FIRST LAYER OF GEOGRID REINFORCEMENT WILL BE PLACED DIRECTLY ON THE PREPARED j GAS COMPANY MATERIAL SUBGRADE AT A DEPTH OF 2 FEET BELOW EXISTING GRADE OR 2 FEET BELOW PROPOSED t MAJOR MAJOR MAJOR H I�i� 16 OF 16 EROSION CONTROL PLAN FOOTINGS,WHICHEVER IS DEEPER.THE GEOGRID MATERIAL SHOULD BE OVERLAPPED A MINIMUM t (800)427-2200 D)WHEN ANY UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED DURING MAJOR OF 3 FEET IN ALL DIRECTIONS.THE INTERLOCK BETWEEN THE GEOGRID AND ENGINEERED FILL i. B C D _ CONSTRUCTION. WILL PROVIDE LOAD TRANSFER.NO VEHICLES MAY TRAVERSE THE GEOGRID PRIOR TO A !I IIi�j�� W LEGEND AND.SYMBOLS 25. EROSION CONTROL, ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT OR PLACEMENT OF THE ENGINEERED FILL COVER. ANOTHER APPROVED GROUND COVER, AT TWELVE INCHES (12-) ON CENTER. SLOPES W rl I CONCRETE REMOVAL AC ASPHALT CONCRETE SD STORM DRAIN OVER FIFTEEN FEET(15')IN VERTICAL HDGHL IN ADDITION TO GROUND COVER,SHALL '''t� -. ' � f t (� � , Y I BE PLANTED NTH APPROVED TREES, SHRUBS OR COMBINATION THEREOF. SHRUBS THE NEXT LAYER OF GEOGRID SHOULD BE PLACED N TOP N THE COMPACTED ENGINEERED t t it } t,< } a - �l# I II (tIl( - Z] ASPHALT REMOVAL AVE AVENUE STD STANDARD _. SHALL BE PLANTED AT TEN FEET(10')ON CENTER; TREES AT TWENTY FEET(20')ON FILL THIS AND SUBSEQUENT LAYERS NEED ONLY BE OVERLAPPED A MINIMUM OR 1 FOOT N I + E `� t tl" �lj+l Pf 1 CHAIN LINK FENCE BOT BOTTOM STD SIDEWALK CENTER;COMBINATIONS FIFTEEN FEET(15')N CENTER.SLOPES OVER THREE FEET(3') ALL SIDES.THE FILL SOILS EXCAVATED FROM THE AREA BENEATH THE STRUCTURE MAY BE t i - I I HIS II IN VERTICAL HUNT SHALL HAVE PERMANENT IRRIGATION SYSTEMS NTH BACKFLOW MOISTURE CONDITIONED AND RECOMPACTED BETWEEN GEOGRID LAYERS AS REINFORCED FILL ` I 1 I - I r '� EXISTING RIGHT-OF-WAY CB CATCH BASIN SOUR SEWER LINE PREVENTION DEVICES PER U.B.C. THE REINFORCED FILL SHOULD BE MOISTURE CONDITNED TO NEAR OPTIMUM MOISTURE ` U ! II 26. APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE CONTENT AND RECOMPACTED TO A MINIMUM OF 95 PERCENT(90%FOR COHESIVE SOIL)OR B �(' I1-FIE'�,Y'i - I�I i Y... EXISTING EDGE OF PAVEMENT CL CENTERLINE TC TOP OF CURB USED TO PROTECT ADJOINING PROPERTIES DURING THE GRADING PROJECT. THE MAXIMUM DRY DENSITY BASED ON ASTM D 1557 TEST METHOD. - ` 5 EX� U ` 1 - II h X CHAIN LINK FENCE REMOVAL DW DOMESTIC WATER TG TOP OF GRADE 27. APPROVED EROSION PREVENTIVE DEVICES SHALL BE PROVIDED AND MAINTAINED DURING - _ s - - -_ - ��It THE RAINY SEASON AND SHALL BE IN PLACE AT THE END OR EACH DAYS WORK - �. s. _... I�� Ili CATCH BASIN E EAST 7MH TELEPHONE MANHOLE 28. ALL WORK SHALL CONFORM TO THE CITY AND STATE CONSTRUCTION SAFETY ORDERS. A TOTAL OF TWO(2)GEOGRID LAYERS,INCLUDING THE LAYER AT THE BASE OF THE {{{( ( +I� I�+ ( I .. STREET LIGHT EP EDGE OF PAVEMENT TS TRAFFIC SIGNAL EXCAVATION SHOULD BE INSTALLED AT VERTICAL INCREMENTS OF 1 FOOL THE GEOGRID -TPH {. GREASE INTERCEPTOR EX EXISTING W WEST 29. THE LOCATOR AND PROTECTION OF ALL UTILITIES IS THE RESPONSIBILITY OR THE LAYERS SHOULD EXTEND TO A MINIMUM OF 5 FEET BEYOND THE EXTERIOR FOOTING PERIMETER PA PERMITTEE OF THE STRUCTURE.THE GEOGRID REINFORCEMENT FABRIC SHOULD CONSIST OF TENSAR®TX7 jr (30. AN APPROVED SET OR FF FINISHED FLOOR GRADING PLANS SHALL BE ON THE JOB SITE AT ALL TIME GEOGRID.ANY ADDITIONAL UNSTABLE SOILS WITHIN BUILDING AREAS SHOULD BE EXCAVATED {{ i�I�il SIGN X-INGCROSSING 31. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE FROM BEGINNING TO AND BACKFlLLED NTH ENGINEERED FILL. 1 �y�{jI��'il I�U 0 MONUMENT FH FIRE HYDRANT f. lg II,' / COMPLETION OF GRADING OPERATION. ` O i I ✓-" _ I �I'k i i(II IG'4��4t FL FLOW LINE 32. ALL SLOPES SHALL BE PLANTED AND IRRIGATION FACILITIES SHALL BE PROVIDED FOR IT IS RECOMMENDED THAT THE ENTIRE SITE BE EXCAVATED AT ONCE,AND SOILS - 1 I - 10Q----- EXISTING CONTOURS ALL SLOPES IN EXCESS OF THREE(3)FEET VERTICAL HEIGHT WITHIN NINLTY(90)DAYS BESTOCKPILED ON ADJACENT OR NEARBY PROPERTIES.THE GEOGRID AND EXCAVATED SOIL I( J' J FO FIBER OPTIC RECOMPACTED . Y -100LL- PROPOSED CONTOURS AFTER COMPLETION OF ROUGH GRADING AND SHALL BE IN ACCORDANCE WITH CITY OR MAY THEN BE PLACED AND RECOMPACTED AS RECOMMENDED HEREIN ( ( I FS FINISHED SURFACE LAKE ELSINORE GRADING ORDINANCE NO. 882 PRIOR TO THE APPROVAL OF FINAL I I' I I " . --�` PROPERTY LINE ASSESSORS PARCEL NUMBER o ALTERNATIVELY,THE CONTRACTOR MAY ELECT TO EXCAVATE THE SITE IN TWO STAGES,WHERE y INSPECTION. I FW FIRE WATER EXCAVATED SOIL CAN BE STOCKPILED OVER NE-HALF OF THE SITE VIRILE THE OTHER HALF 33. ANY CONTRACTOR PERFORMING 'WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF IS MITIGATED.HOWEVER,IF THE CONTRACTOR ELECTS THE OPTION OF TWO STAGES OVER THE ( (I INDEX MAP FLowuNE IE INVERT ELEVATION P 1 7-080-03 WITH THE SITE AND BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES PREFERRED OPTION OF USING ONE STAG„A MINIMUM OF 5 FEET OF GEOGRID FROM THE I - - TOP OF SLOPE PARCEL 2 377-080-033 i RESULTING DIRECTLY O. INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FIRST HALF SHOULD OVERLAP THE SECOND HALF.FURTHERMORE,THE OVERLAPPING GEOGRID �� SCALE: 1*=80' INT INTERSECTION 77- 0-0 4 FACILITIES ARE SHOWN ON THESE PLANS. - CURB PARCEL 3 SHOULD BE PROTECTED FROM DAMAGES,WHICH MAY BE CAUSED BY OPERATING EQUIPMENT.IT p I I MH MANHOLE PARCEL 4 377-080-014-4 0 34. THE DESIGN N ENGINEER SHALL PROVIDE A MINIMUM OF E(1)BODE TOP PER FINISHED IS FURTHER RECOMMENDED THAT FLEXIBLE UTILITY CONNECTIONS BE USED FOR THE PROJECT. I, I (" --------- FUTURE CURB PARCEL 5 377-080-031-9 PAD,PRIOR TO ROUGH GRADE APPROVAL o 35. APPROXIMATE DATE OR 3. THESE GRADING PLANS HAVE BEEN REVIEWED BY THE UNDERSIGNED AND FOUND TO BE IN ORTH N BEGINNING OPERATION: OCTOBER 3,2016 CONFORMANCE NTH THE RECOMMENDATIONS AND SPECIFICATIONS OUTLINED IN THE SOILS AND POST-CONSTRUCTION PERMANENT BMP GUTTER N NORTH GEOLOGICAL RECONNAISSANCE REPORT PREPARED FOR THIS DEVELOPMENT. OPERATION$MAINTENANCE PROCEDURE DETAILS CL PL PROPERTY UNE EARTHWORK QUANTITIES COMPLETION: OCTOBER 30,201E _ G TEMPORARY REDWOOD HEADER PROP PROPOSED RAW CUT VOLUME. 2,670 CY 36. NO ROCK OR OTHER IRREDUCIBLE MAII'.IAL WITH A MAXIMUM DIMENSION GREATER THAN STORM WATER MANAGEMENT AND DISCHARGE CONTROL MAINTENANCE AGREEMENT APPROVAL NO:: RAW FILL VOLUME: 46,850 CY " RETAINING WALL PT POINT 08dd RESPONSIBLE PARK DESIGNEE OWNER N E dr v CLARENCE JANG, RGE NO: 2477 DATE R/W RIGHT-OF-WAY SENIOR GEOTECHNICAL ENGINEER BMP DESCRIPTION INSPECTION MAINTENANCE MAINTENANCE METHOD SERVICE SERVICE RESPONSIBLE SHEET GRADING PERMIT NO. w r 9y1�1 FREQU84CY FREQUENCY REWIRED METHOD PARTY NUMBER(S) S SOUTH z t�2 ExP.6/OOlr7 XXXXX o 1REA1M BIANNUALLY AS-NEEDEDVISUALY AS-NEEDED o s �7fCNtL�°�3q/ DETENTION BASIN - WDID NO. UI 40mOA1-FORy,.' 3/YEAR 3/YEAR OR AS NEEDED VISUAL,USE VACUUM TRUCK ANNUALLY MANUFACTURER OWNER �E17 8; Know what's below. p �1 8 33C377706 ,I Call819beforeyoudig V/Jb 8V Af/zo//7 MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE DAVID EVANS CENTRAL PLAZA CITY OF LAKE ELSINORE {.,�` o� APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE ESSI SHEET .' Q MR ASSOCIATES lea �4P PARCEL 1-8 OF TPM 37284 RIiVl9EDLurIPcuR14gR1VGTHIWPWONpS(ApgPdMOeROrJ7PD1t.NrgLTRWC614TOL,IDI\VEWp CAM' LAWS AND A PERMIT MAY BE ISSUED. ' 4141E.Inland Empire Blvd,Suits 260 4�'�� Roa^ �", SCALE: BENCH MARK: i 3-/S- Ontario California 91764 '� Tc E1.EVAT1oN g4.U.E4.01JVp,MPY m tb'Do01E tsDK110N CID QEY I:Rom etwiL1D+Wb.Rt6 Phone:909.481.5750 Fax:909.481.575E a n CITY OF LAKE ELSINORE BM 7 6 a 'uT`u No.69948"� AS SHOWN ON PLANS 8-95-55: CHISL.ED SQUARE ON TO - OF l~10 TMH.W 056MOM'r 128WWN6D -21-17 #Ems,09/30/18* OF HEADWALL APPROXIMATELY 45' SHEETS SWLY ALONG THE CENTERLINE OF TITLE SHEET BRAD FAGRELL, RC 43920 DATE P E SUPERVISION OF: �f9jcW' CIVIL �< DATE: COWER AVENUE AND 45'SWLY TO FILE No. z CITY ENGINEER or CALWV THE SOUTHERLY END OF HEADWALL. ' m� CITY OF LAKE ELSINORE GABRIEL RO IOU R E 69948 A ELEV.: 1270.68(NAVU 29) 01 a`. SHEET sHEET �� 4&8 .- __ __ _.__.-. Ts DEMOLITION NOTES } -- y CENTRAL AVENUE --- -- +, °y ITEM DESCRIPTION QUANTITY _�__. ...--._ s�y� .--__'�� -.,-..- _._� - �" ..... .. �_ '? f EXISTING FIRE HYDRANT TO BE RELOCATED BY SEPARATE PLAN 2 EA 111 +r __- —._ -_- d' R (�2 EXISTING CHAIN LINK FENCE TO BE REMOVED 2.089 LF Q2=2-AREA EXISTING TRAFFIC SIGNAL TO BE RELOCATED BY SEPARATE PLAN 2 EA a: z a-� -. —. Qtao aat� —�-�-- _- ' ® EXISTING HEADWALL TO BE REMOVED i EA EXISTTNG DITCH TO BE REMOVED 250 LF ,a a EXISTING CONCRETE AND BASE TO BE REMOVED 0.13 AC t m~ J R NEW R` -F ny u EXISTING MAILBOX TO BE REMOVED 1 EA EXISTING POWER POLE TO BE RELOCATED BY SEPARATE PLAN 3 EA EXISTING SIGN TO BE RELOCATED BY SEPARATE PLAN 8 EA I Y� 4ti , E, rJ - - '.` I \ z ` 1 10 EXISTTNG WATER METER TO BE REMOVED 2 EA i I PAD I �' ' n r-- \ j Ov f #UPTAUDRE _ I ® 2 ' i ' ® t n EXISTING ASPHALT AND BASE TO BE REMOVED 0.09 AC7 FUTURE - t2 EXISTING TS PULLBOX TO BE RELOCATED BY SEPARATE PLAN 7 EA ` } ; ' 47 i f3 PAD + 1 - EXISTING SIGN TO BE REMOVED 2 EA 4 gt 1 - f4 EXISTING WATER VALVE TO BE RELOCATED BY SEPARATE PLAN 3 EA I EXISTING GAS METER TO BE REMOVED 1 EA U. EXISTING FO MH TO BE RELOCATED BY SEPARATE PLAN N/A EA f I) t7 EXISTING AC BERM TO BE REMOVED 152 LF } ! EX R/W I ! I - I Jo{ Ii I tf3 EXISTING CURB&GUTTER TO BE REMOVED 91 LF GRADING NOTES II IJ I I ITEM DESCRIPTION WANTITY O CONSTRUCT 3"AC/6"AB OVER COMPACTED SUBGRADE 88,625 SF V ® CONSTRUCT 3"AC/9.5"AB OVER COMPACTED SUBGRADE 55,660 SF I I 4 / @ CONSTRUCT ON TRU T 6'CURB ONLY(TYPE 6A)PER CITY OF LAKE ELSINORE STD 5,035 LF PLAAREA r 1-OFFS3—cfs X I { Oiao s-<ta Il �I 24 CONSTRUCT 6"CURB AND GUTTER(TYPE 6)PER CITY OF LAKE ELSINORE STD PLAN.200 1,460 LF 1 1 1 SHEET 1 I- ® CONSTRUCT 48"RIBBON GUTTER PER DETAIL ON SHEET 11 755 LF CONSTRUCT ADA SIDEWALK RAMP PER DETAILS ON SHEET 10 9 EA y CONSTRUCT 4"THICK PCC SIDEWALK PER CITY OF LAKE ELSINORE STD PLAN 210 12,115 SF it CONSTRUCT 0"TC TO 6"TC CURB TRANSITION 115 LF [a I I m ® INSTALL SURFACE APPLIED TRUNCATED DOMES PER DETAIL ON SHEET 11 12 EA L - ® CONSTRUCT TRASH ENCLOSURE PER ARCHITECT'S PLANS 5 EA Qs-a9-c �t � 3t PROPOSED WHEELSTOP PER ARCHITECT PLANS 15 EA it Qz Q1W=0.5-ch - ' 32 PROPOSED SIGN PER ARCHITECT PLANS 9 EA —,-7777777777- O CONSTRUCT REDWOOD HEADER PER DETAIL 235 LF ' O CONSTRUCT 6 5"PCC/TAB 4,035 SF 1 IS CONSTRUCT 6"TO 8'CURB TRANSITION 65 LF CONSTRUCT 8"CURB ONLY(TYPE 8A)PER CITY OF LAKE ELSINORE STD 142 LF t \( PLAN 203 CONSTRUCT 0"TC TO 8"TC CURB TRANSITION 6 LF MAJOR MAJOR MAJOR ® CONSTRUCT GRADED SWALE 865 LF ' B C D MAJOR �`.': / ® CONSTRUCT RETAINING WALL PER SPPWC STD.DWG 618-3 TYPE 8,H=6'MAX 270 LF A STORM DRAIN NOTES ITEM DESCRIPTION QUANTITY 0 1 '. _ st INSTALL 12"HOPE STORM DRAIN PIPE 1,000 LF �sA sz INSTALL 8"HDPE STORM DRAIN PIPE 100 LF s3 INSTALL 18'HOPE STORM DRAIN PIPE 335 LF INSTALL 24"HDPE STORM DRAIN PIPE 70 LF INDEX MAP I K i X { ss INSTALL SO MANHOLE NO.1 PER RCFC DWG.g MH251 3 EA SCALE: 1"=40' ® INSTALL GRATED INLET(SEE PLAN FOR SIZING),JENSEN PRECAST OR APPROVED EQUAL 4 EA INSTALL CURB INLET PER CITY OF LAKE ELSINORE STD PLAN 302A 2 EA sa INSTALL 30'HOPE STORM DRAIN PIPE(ABS OR APPROVED EQUAL) 40 LFIt ry p CONSTRUCT 4'X4'DROP INLET(JENSEN PRECAST OR APPROVED EQUAL) 1 EA El Pl. 7o CONSTRUCT STORMGATE OUTLET STRUCTURE PER DETAIL ON SHEET 14 1 EA a I e❑❑° — — — — � PA Q2.28—ds j "QIp111c j 9 ore ' +e?� as ti ^o MFSF j }r N o� c o Know what's belOW. ' + v � + + A t -�� _ ! i 1 I o� Call 891 before youdlg 1 I A qJ� 4� Kizo/17 MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE DAVID EVANS - CENTRAL PLAZA CITY OF LAKE ELSINORE SHEET 2 )o APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE C Q moASSOCIATES two. PRpFESStOt,.i PARCEL 1-8 OF TPM 37284 1 LAWS AND A PERMIT MAY BE ISSUED. 0 4141 E.Inland Empire Blvd,Suite 250 `Ee R0p'Pi BENCH MARK: 7 . Ontario California 91764 p"L+ SCALE y m n CITY OF LAKE ELSINORE BM Phone:909.481.5750 Fax:909.481.5757 < AS SHOWN ON PLANS B-95-55: CHISLED SQUARE ON TOP OF n a 89948 OF HEADWALL APPROXIMATELY 45' SHfETS Exp.D9/3DJ,a* NOTES Eb q'ZI'I7 Q, SWLY ALONG THE CENTERLINE OF R BRAD FAGRELL, R E 43920 DATE P E SUPERVISION OF: `�.Yj�, CIVII.. � DATE: COLLIER AVENUE AND 45'SWLY TO FILE No. CITY ENGINEER ( 'J CALIF THE SOUTHERLY END OF HEADWALL. 1� ��Z CITY OF LAKE ELSINORE GA L ROD IGUEZ RCE 69948 ATE; ELEV.: i270.88(NAND 29) as � (—� SHEET SHEET �.-.--.— ----1 DEMOLITION NOTES 4&7 �`� sAy_ CENTRAL AVENUEF—�" 48`$ y ITEM DESCRIPTION QUANTITY 9 1 a� -s a��.a agt @� +a"� vB— +a a f +:J EXISTING FIRE HYDRANT TO BE RELOCATED BY SEPARATE PLAN 2 EA �' — EXISTING CHAIN LINK FENCE TO BE REMOVED 2,089 LF ' �'D aFRs 2 AREAf. 6 Q EXISTING TRAFFIC SIGNAL TO BE RELOCATED BY SEPARATE PLAN 2 EA Q1. 44-a, EXISTING HEADWALL TO BE REMOVED 1 EA v - ---__--- --.-... -_`.— --- ..--- — �'-- �-, 5 EXISITNG DITCH TO BE REMOVED 250 LF - s I i O 7� I EXISTING MAILBOX TO BE REMOVED 1 EA -- — — — — a�— . — —T— EXISTING POWER POLE 70 BE RELOCATED BY SEPARATE PLAN 3 EA_— F, / .� [� EXISTING SIGN TO BE RELOCATED BY SEPARATE PLAN 8 EA r' to PAD � ) r-- " EXISITNG WATER METER TO BE REMOVED 2 EA S +1 ' I / PAD 0 2 ` fl EXISTING ASPHALT AND BASE TO BE REMOVED 0.09 AC �a C I FUTURE 12 EXISTING TS PULLBOX TO BE RELOCATED BY SEPARATE PLAN 7 EA PAD I I 13 EXISTING SIGN TO BE REMOVED 2 EA (.i 4 i u EXISTING WATER VALVE TO BE RELOCATED BY SEPARATE PLAN 3 EA IL : � I � t5 EXISTING GAS METER TO BE REMOVED 1 EA �� is EXISTING f0 MH TO BE RELOCATED BY SEPARATE PLAN N/A EA L———L EXISTING AC BERM TO BE REMOVED 152 LF t � x I ` o ———— ——————j II ,d {� to EXISTING CURB&GUTTER TO BE REMOVED 91 1 LF o do EX R/W --- --- --- II i GRADING NOTES ITEM DESCRIPTION QUANTITY L I zf CONSTRUCT 3"Al/6"AB OVIR COMPACTED SUBGRADE 90,985 SF L iQ CONSTRUCT 3"AC/9.5`AB OVER COMPACTED SUBGRADE 55,660 SF 1 ' ( CONSTRUCT 6"CURB ONLY(TYPE 6A)PER CITY OF LAKE ELSINORE STD 5,070 LF r PLAN 202 OFF51 AREA +I i42= 3 cls Q,ap- 8-cfs CONSTRUCT 6'CURB AND GUTTER(TYPE 6)PER CITY OF LAKE ELSINORE STD PLAN 200 1,720 LF CONSTRUCT 48"RIBBON GUTTER PER DETAIL ON SHEET it 755 LF i 0:-1.4-cfa I I I �! 'S89 _®5-. — — — I I' ® CONSTRUCT ADA SIDEWALK RAMP PER DETAILS ON SHEET 10 11 EA ON CT 4"THIC P C SD P CITY KE INORE TD LAN 2 0 13,885 SF EI CONSTRUCT 0"TC TO 6°TC CURB TRANSITION 115 LF INSTALL SURFACE APPLIED TRUNCATED DOMES PER DETAIL ON SHEET 11 12 EA /\ '+ r�F o I `: a:=1.5- �c 3.3-cfs CONSTRUCT TRASH ENCLOSURE PER ARgiITECT'S PLANS 6 EA L� Fs T3 I { Q PROPOSED WHEELSTOP PER ARCHITECT PLANS 15 EA 0, o.z-ns - - -- - - - — — TNo-2. I 0,.-0.5-cfs I I 32 PROPOSED SIGN PER ARCHITECT PLANS 9 EA Q CONSTRUCT REDWOOD HEADER PER DETAIL 235 LF CONSTRUCT 6.5"PCC/T AB 4,435 SF CONSTRUCT 6"TO 8"CURB TRANSITION 195 LF S i CONSTRUCT B"CURB ONLY(TYPE 8A)PER CITY OF LAKE ELSINORE STD 190 LF PLAN 203 MAJOR MAJOR MAJOR I 37 CONSTRUCT 0"TC TO 8°TC CURB TRANSITION 6 LF W1 B C D I �! ® CONSTRUCT GRADED SWALE 865 LF MAJOR �I:.,,. I I I" ® CONSTRUCT RETAINING WALL PER SPPWC STD.DWG 618-3 TYPE B,H=6'MAX 270 LF i OC a A ii ffr STORM DRAIN NOTES ITEM DESCRIPTION QUANTITY st INSTALL 12"HOPE STORM DRAIN PIPE 1,000 LF s2 INSTALL 8`HDPE STORM DRAIN PIPE 100 LF sa INSTALL 18°HDPE STORM DRAIN PIPE 335 LF INSTALL 24°HDPE STORM DRAIN PIPE 70 LF I INDEX MAP 65 INSTALL SO MANHOLE NOA PER RCFC DWG.I MH251 3 EA r SCALE: 1•=40' ' � l� " "� I I I I INSTALL GRATED INLET(SEE PLAN FOR SIZING),JENSEN PRECAST OR APPROVED EQUAL 4 EA s7 INSTALL CURB INLET PER CITY OF LAKE ELSINORE STD PLAN 302A 2 EA g ------ INSTALL 30"HDPE STORM DRAIN PIPE(ABS OR.APPROVED EQUAL) 40 LF CONSTRUCT 4'X4'DROP INLET(JENSEN PRECAST OR APPROVED EQUAL) 1 EA /E9RL I � ;I I I 7o CONSTRUCT STORMGATE OUTLET STRUCTURE PER DETAIL ON SHEET 14 1 EA g y I 7 i x T, FOR Q REVISION ONLY: FS Fs �•-�t Dr26-eb ,y 1_dAESPOG i 0--" +a a FSF - QRDFESS DAVID EVANS&ASSOCIATES INC. w y 4141 E 9x7N�BFIRE BLVD,SUITE 250 + a`+P `'"�SQ x� PFO S +a ONTARIO.CA 91764 ® ! ryY c I (909)481-5750 "o <T x :m n +a F , 1 {i I /��pA� �� ! 111 �© xi, a�4:9 ��v o SITE�.ICA\fC�* cAereEL R P.E INz s994e a IIIIOYAI�hOfISbEfOf@Ydi9 a I v 3/'../ DATE �E MARK REVISIONS EOW DATE APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE DAVID EVANS CENTRAL PLAZA CITY OF LAKE ELSINORE om APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE ESSI SHEET 2A o LAWS AND A PERMIT MAY BE ISSUED. wnttaA850CIATES tM4s. OPT RO 4yq� PARCEL 1-8 OF TPM 37284 1 REVISED QUANTITIES,REVISED PAD 1 TO SHOW PROPOSED CONDITIONS GNR 01/30/78 3-(rj':IB 4i4t E.Inland Empire Blvd,Suite 250 ` \E� oR� BENCH MARK: "6 Ontano California 91764 P c SCALE: r Phone:909.481.5750 Fax:909.481.5757 y a H qN OF LAKE ELSINORE BM `�6 a a No.69948 AS SHOWN ON PLANS 8-95-55: CHISLEO SQUARE ON OF PREPARED UNDER THE SUPERVISION OF: *E.P.09/30/18* OF HEADWALL APPROXIMATELY 45 SHEETS BRAD FAGRELL, R 43920 DATE sf ONI\. ��r COLT ALONG THE AND 45'tISWIINE OF NOTES 9�. DATE: COWER AVENUE AND 45' TO FILE No. CITY ENGINEER 1` OF Cpl\f ELE THE SOUTHERLY END OF HEADWALL. �w CITY OF LAKE ELSINORE GABRIEL ROD Z RC 69948 DA ELEv.: 1270.6e(NAw 29) �O fi i � t { e ° 0 DEMOLITION NOTES 1a-EXISTING FIRE HYDRANT TO BE RELOCATED BY SEPARATE PLAN ° n ° _I @—EXISTING CHAIN LINK FENCE TO BE REMOVED _ 3D--EXISTING TRAFFIC SIGNAL TO BE RELOCATED BY SEPARATE PLAN I Ts I CENTRAL AVENUE— F 4Q--EXISTING HEADWALL TO BE REMOVED S^' so--EXISTTNG DITCH TO BE REMOVED S I 1 2+00 103+00 104+00 105+00 106+00 107+00 108+00 rk — � — ©-EXISTING CONCRETE AND BASE TO BE REMOVED EX.R/W ROILUI IN PCB To-EXISTING MAILBOX TO BE REMOVED s g T aa-EXISTING POWER POLE TO BE RELOCATED BY SEPARATE PLAN I 18 3 9 _ N43'42'50.00'E 9_ EX EP ————— 9 ° 12 IX. /W —— R=10'(TYP) —— — ——.� — , __ o--EXISTING SIGN TO 8E RELOCATED BY SEPARATE PLAN { 138,9 1,143'4' . X.TRA F Izirp �1_ x 10 XISTTNG WATER METER TO BE REMOVED r I 12 rC„> s - 9 s yx - - r x --�f X + s x.TS�PI1LLBpX ,t XISTING ASPHALT AND BASE TO BE REMOVED { s 3 9 ROTECTIfTPO((E s 0 I / I 1T x I I 12 ,2 XISTING TS PULLBOX TO BE RELOCATED BY SEPARATE PLAN `o � y, SEE NOTE/1(TYPICAL) I I � � I \ 4 � / ) I t3 XISTING SIGN TO BE REMOVED o { iii 0 8 5 EX.R/W /' �- 2 { y 1 A`-N �e�� /� I X P (3,-EXISTING WATER VALVE TO BE RELOCATED 8Y SEPARATE PLAN � 9 I ( a is ice' XISTING GAS METER TO BE REMOVED Z. .h'V�2�� EX.R/W ( ) D �Q is q•/^ z-D I OlE6 l� XISTING FO MH TO BE RELOCATED BY SEPARATE PLAN 8 °�o I I RnM ry .e + 'Y,O�� I �C7 I y W' to n XISTING AC BERM TO BE REMOVED yAO��A I -�.l I EIOSTMIG CALTRANS R/ XISTING CURB&GUTTER TO BE REMOVED 11 77 �° \ I ? 9 { t wo(tl i I r— / �� \ I i �O I IonFX.SIGN NOTE#7 17 I s 8 X_- O�+ v 1 /I O's,p <J N I T NO CONSTRUCTION OR GRADING'WITHIN X. 10'OF THE POLES WITHOUT SCE CLEARANCE F C� X. � 9 r! lj I p O�f, I ice. I s I R=10'(TYP) �O�� 13 I k 2 O < BO O I O� I X I 12 6 7 AL --- —————— -- — -- - - - - - - - - — I W 10 -KILL LINE(WATER METER) LEGEND: 7Q I ABANDON IN PLACE ® CONCRETE REMOVAL AC ASPHALT CONCRETE � o o N ® ASPHALT REMOVAL EP EDGE OF PAVEMENT § -x- CHAIN LINK FENCE EX EXISTING /j EXISTING RIGHT-OF-WAY FO FIBER OPTIC EXISTING EDGE OF PAVEMENT MH MANHOLE O I I x 2 - x I IL --- PROPERTY LINE R/W RIGHT-OF-WAY X CHAIN UNK FENCE REMOVAL SO STORM DRAIN EX.R/W Qt I TMH TELEPHONE MANHOLE ,p I TS TRAFFIC SIGNAL MH o I 13 ��poo EXISTNG CAL ANS I, s 270� of 2 �1275 I 15 FY HAIN I INK FENCEI { I 10 € IX PROPERTY LINE N4'2 07.5� v (~Y { I .8 4 2 81 9' W- - I ° 3 4 115 2"E — — — — — — — — — - �r • ~ � I I 40 0 40 80 m) Know 11rh1►t9 below. scale 1"= 40' feet WBllb*nyouLig U00 OV k120/t7 S MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE DAVID EVANS CENTRAL PLAZA CITY OF LAKE ELSINORE SHEET 3 a s APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE ANDASSOCIATES INo. PR�ESs/�yy. LAWS AND A PERMIT MAY BE ISSUED. Wrih.n.: Roo PARCEL 1-8 OF TPM 37284 4141 Ontand Empire Blvd,Suite 250 \E R� BENCH MARK: iOntarioCalifornia91764 '�Q. SCALE: 1CCITY OF LAKE ELSINORE BM V,/pI 909.481.5750 Fax:909.481.5757 + 8-95-55: CHISLED SQUARE ON TO pF a$ (] '� —r'ZI'IT No.89948 H AS SHOWN ON PLANS OF HEADWALL APPROXIMATELY 45' SHEETS _ *Exp.09/30/18* DEMOLITION PLAN E BRAD FAGRELL, RC 43920 DATE PR E ER SUPERVISION OF: N' sib CIytE F it CO LY ALONG THE CENTERLINE OF (/r 9 DATE: COLER AVENUE AND 45'SW'LY TO FILE N0. c o CALT THE EVSOUTHER8Y(NAVDO9)HEADWALL CITY ENGINEER 1�-O, CITY OF LAKE ELSINORE OD UEZ RUE 69948 J i .S. �y CENTRAL AVENUE --_..-. _ fill ! rt s PAD 2 ��'" �,� L221 jF ! L125 IIr FUTURE I C76 C �L214, CIO i PAD 1 ® I L127 _ W M i FUTUREUlo ! 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L188 �� MATCHLINE - SEE SHEET 5 a 0 `s 0 U j Q E 30 0 30 60 o x 'Know what below. scale 1"= 30, feet i o Call 891 before you dig S MARK REVISIONS APPR. DATE DAVID EVANS CENTRAL PLAZA CITY OF LAKE ELSINORE SHEET o I ANoA850C1ATESiNo. FESSfgyq 4 u� 4141 E.Inland Empire Blvd,Suite 250 �4,� RaaR/ BENCH MARK: PARCEL 1-8 OF 7PM 37284 O Ontario Cal'rfomia 91764 SCALE: 1 c "'m m CITY-9 OF LAKE ELSINORE BM V .. Phone:909.481.5750 Fax:909.481.5757 co< 8-95-55: CHISLED SQUARE ON TOP OF n m No.89048 AS SHOWN ON PLANS HORIZONTAL * Oe��ha* OF HEADWALL APPROXIMATELY 45' SHEETS PR ND E SUPERVISION OF: J? Cly, ♦ COLLIER ALONG THE CENTERLINE OF z 9 9�. 6�LAl. DATE: COWER AVENUE AND 45'SWLY TO CONTROL PLANOr FILE No. CAU4 THE SOU (NAND 29) THERLY END OF HEADWALL ELEV.: I - G R RIGU 69 RCE 948 D 1270.88 1� O,� .._._. ti _ -.. _CENTRAL AVENUE- _ -- - —�--— � ��—_ 61 - - - - --- ---- -- -- C20 I to 11 PAD 2 a4o \ II W I / PAD 1 g Y I ( u27 pW/, M a4a I FUTURE PAD 4 I I I I / a I C82 L,30X L135 952 C41 I J as ry IC708 .53.. 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DATE �� DAVID EVANSFEsstp CENTRAL PLAZA CITY OF LAKE ELSINORE SHEET 4A wNo AS80CIATEB,No. R0 PARCEL 1-8 OF TPM 37284 1 REVISED CURB INFORMATION,ADDED DRIVE THRU GNR 01/30/18 •�$f ICY(—�I,r 4141 E.Inland Empre Blvd,Sune 250 p,� 04;F BENCH MARK: i Ontario5750 Fa:909. y m � + SCALE: CITY OF LAKE ELSINORE BM 16 Phone:909.481.5750 Fa.:909.481.5757 a `a2` No.89948"' AS SHOWN ON PLANS B-95-55: CHISLED SQUARE ON T OF .. PREP D UNDER THE 0SUPERVISION OF: *E.P.09/30/18* OF HEADWALL APPROXIMATELY 45' HORIZONTAL SHEETS SWLY ALONG THE CENTERLINE OF c v CIV0.V {P DATE: COWER AVENUE AND 45'SWLY TO CONTROL PLAN FILE No. `v B L CAL1 THE SOUTHERLY END OF HEADWALL. GABRI U RCE 69946 DA : ELEV.: 1270.68(NAVD 29) t�� _oo 89 I I MATCHLINE - SEE SHEET 4 C165 I99— 9 L280:I G L735 f, j d✓ O � ,ty, G,fl�Q c MAJOR B MAJOR C MAJOR D / I ,� DXISTING EP 9s Z MAJOR A IL WA as I , I i i I 5 I C180 L280 Cyr c C173 1276_CI74 G75 G76 n C171 L= G�I �!_ 3 I H °CI81 G88 G93� G97 C194 I e ® TV. cliff"Cla41.3m -- — — — — —c190 G9, —I — _..._ _._.. ____ .— G� G� ' Cm ` f f '3 ID DO :c I al di a `a i rn@[ a 30 0 30 60 o . Know whhars below. stole 1 30' feat Call u before you dig I 1 o MARK REVISIONS APPR. DATE IF DAVID EVANSESSf CENTRAL PLAZA CITY OF LAKE ELSINORE SHEET CJ a� AnoA880C1ATE8 INo. y9 Rd PARCEL 1-8 OF TPM 37284 4141 E.Inland Empire Blvd,Suite 250 :•� aRi SCALE: BENCH MARK: Ontano California 91784 h.m GTY OF LAKE ELSINORE SM 16 Phone:909.481.5750 Fax:909.461.5757 < A " 6994E^�2 AS SHOWN ON PLANS B-95-55: CHISLED SQUARE ON T OF * Exp.09/30/18* OF HEADWALL APPROXIMATELY 45 HORIZONTAL SHEETS P P DE E SUPERVISION OF: //l�/� q C DATE: LD IVIL SWLY ALONG THE CENTERLINE OF o l �U�t" P COWER AVENUE AND SWLY TO CONTROL PLAN ILE No. �• OF CAI.. E 1270.88(NAND 29)F HEADWALL GABRIEL RO IGU RC 69948 ELEV.: of MATCHLINE - SEE SHEET 4 CIE ON t ' o I fat b m s � MAJOR B I MAJOR C MAJOR D {N I I J oasmtc�r l gs`Z MAJOR A f «66 I ! r Iq t' 11 I 9L � L � �� ,C!72•� 9 � tze,5 { I I _� CI80 L290 Ci73 L2J8 CI74Q CI75 L282 Cf76 C171�L269 I II Wo +?� I + I 1 I ' L797 I x C168 CI93 C197 C194 I I r 1 cC2 I ?ems +s g c1e2 z 6 `aa "r. '�`2. r L310 Ix amTyp- 3 c1e�3 cles 91 w1s Ce7 13o7�es clew L302 C19D C191 ppg T czm + �, � - __ �- � •,� 10 oil a o: i 8 I U O i U FOR Q REVISION ONLY:•' o i .. QgOFESSI DAVID EVANS&ASSOCIATES INC. ROp iE 4141 E.INLAND DANK BL\0.SUITE 250 w _ 9 ONTARIO,CA 91764 N ® H y (909)481-5750 c�i o CIV1� `! 30 0 30 60 8 a Know whafs below. 9h E DATE RQO�(GlfEj PE ROE 6994e a OF CAU DAIe"g�71`� scale 1"= 30' feet �E. C1ll811befmyoudig o" MARK REVISIONS EOW DATE APPR. DATE DAVID EVANS CENTRAL PLAZA CITY OF LAKE ELSINORE SHEET a00 AMoASSOCIATESINA. FEssl 5A REVISED CURB INFORMATION,REVISED LANDSCAPE AREAS,REVISED MAJOR D LOADING AREA GNR 01/30f18 B 3�IS-t 4141 E.Inland Empire Blvd,Suite 250 �� ROO PARCEL 1-8 OF iPM 37284 ac N IF F BENCH MARK: io Ontario California 91764 =< "� SCALE: CITY OF LAKE ELSINORE BM 16 �" Phone:909.481.5750 Fax:909AB1.5757 •' AS SHOWN ON PLANS B-95-55: CHISLED SQUARE ON OF a No.69948^�zm OF HEADWALL APPROXIMATELY 45' HORIZONTAL SHEETS PREPARED UNDER THE SUPERVISION OF: *Exp.o9/So/1e* SWLY ALONG THE CENTERLINE OF E.6 o CWIlE 1`Q DATE: COWER AVENUE AND 45'SWLY TO CONTROL PLAN FILE No. jG/€iKItL KVU Or CAU THE SWTHE68 END OF HEADWALL `-61� A I UEZ C 69948 A ELEV.: 1270.68(NAND 29) - 0 0 i LINE TABLE LINE TABLE LINE TABLE LINE TABLE LINE TABLE LINE TABLE LINE TABLE LINE TABLE LINE TABLE LINE TABLE LINE TABLE LINE TABLE LINE # LENGTH BEARING [L22 LENGTH BEARING LINE # LENGTH BEARING LINE # LENGTH BEARING LINE # LENGTH BEARING LINE # LENGTH BEARING LINE # LENGTH BEARING LINE # LENGTH BEARING LINE # LENGTH BEARING LINE # LENGTH BEARING LINE LENGTH BEARING LINE # LENGTH BEARING L7 6.00 S8842'50'W 6.00 S88'4T50'W L41 6.00 S88'42'50"W L61 6.00 S88'42'S0"W L88 0.99 N43'42'50'E L125 14.00 N4342'50"E L146 13.36 N4617'10'W L174 17.00 S43-42-50"W L202 110.85 S461710"E L234 2.00 N461710`W L278 13.00 N461748`W L311 14.00 S461710"E L2 6.00 N0117'10°W 6.00 N0117-10-W L42 6.00 N0117'10'W L62 6.00 N0117'10`W L88 28.18 N09-36-49°W L126 9.00 S4617'10"E L149 13.00 S4617'10'E L175 3.00 S461710'E L205 6.96 N4617'10"W L235 26.00 N43`42'50"E L279 81.00 N4Y42'12'E L313 13.69 S43'42'12"W L3 6.00 N86'42'50'E 6.00 S0117'10'E L43 6.00 50117'10`E L63 6.00 50117'10'E L89 1&39 N4617'10`W L127 12.99 543'4750'W L150 45.00 S4342'50'W L176 17.74 N4617'10`W L207 13.01 S43'42'50"W L236 200 5461710"E L280 13:00 5461748"E L314 26.00 S461Y48'E L4 6.00 S011710'E 6.00 N88'42'50'E L44 6.00 N88'42'50'E L64 6.00 N88'42'50"E L90 15.00 S4342'50`W L128 15.50 S461T10"E L151 13.04 N4617'10'W L178 18.00 N4342'50'E L208 126.01 N461710'W L237 27.00 N43'42'50"E L282 13.52 N43'42'12"E L315 32.00 N461748"W L5 6.00 S86'42'50'W 6.00 S88'42'50`W L45 6.00 S88'42'50`W L65 6.00 S88'42'5VW L92 10.48 N43-42-WE L129 5.50 N43'42'50'E L155 71.00 N4617'10"W L179 12.00 N461720`W L209 13.00 N43'42'50'E L238 13.00 S4617'10"E L285 1.73 S4342'12"W L318 26.00 S4617'48"E L6 6.00 N0117'10"W 6.00 .01,7'10°WL46 6.00 N0117'10'W L66 6.00 N0117-10`W L93 3.80 S43'42'50"W L130 5.50 S43'42'50'W L157 13.00 S4342'50"W L180 5.00 S43'42'50'W L214 13.00 S43'42'50"W L240 10.99 N43'42'50"E L286 1.70 N4342'12"E L321 32.00 N4617'48'W L7 6.00 S011710'E 6.00 SO117'1WE L47 6.00 S011710°E L67 6.00 S0117'10"E L94 162.22 N5020'17"W L131 12.50 S46'1710'E L158 63.00 N461710"W L181 9.00 S461710"E L215 27.00 S461710`E L241 64.28 S4616'13`EL290 14.58 S43'4Y12'W L323 6.00 S88'42'S0'W L8 6.00 N88'42'50"E 6.00 N88'42'50'E L48 6.00 N88-42-50-E L68 6.00 N88.42-WE L95 33.40 S0936-49"E L132 26.00 S4Y42'50"W L159 14.00 N43-42-50`E L182 16.00 S43-42.50"W L216 100 S4Y42'50"W L242 3.00 S391Y43"E L292 12.92 N4617'10"W L324 6.00 N011710"W L9 6.00 S88*4f50*W L29 6.00 S88'42'50'W L49 6.00 S88'4750"W L69 26.00 S43'42'50"W L97 16.15 N43-42-50-E L133 32.00 N4342'50°E L162 32.00 N43`42-50"E L183 1.00 S43'42'50'W L217 26.00 S4617'10°E L243 16.00 N50-42-17`E L293 36.00 S4342'12"W L325 6.00 S011710"E L10 6.00 N011T10°W L30 6.00 N011T10`W L50 6.00 N011T10'W L70 32.00 N43'42'50'E L98 1&00 N461T10'W L734 14.00 N461710`W L163 26.00 S43'42'S0'W L184 11.46 5461710"E L218 2.00 N43'42'S0°E L245 126.00 S391T43"E L294 33.00 S461Y10"E L326 6.00 N88'42'50'E L11 6.00 S011710`E L31 6.00 S01IT10`E L51 6.00 S0117'10`E L71 26.00 S43-42-50-W L99 13.00 N43'4V50'E L135 36.00 N4342'50'E L164 32.00 N43'4750'E L185 7.00 N461Y10`W U19 1&00 S4617'10"E L257 461.84 S43'42'12"W L296 18.18 S43'4 lfW L327 6.33 S88'42'50`W _ L12 6.00 N88-42-50"E L32 6.00 N88-42-50"E L52 6.00 N88'42'50'E L72 32.00 N43'42'50'E L101 7.00 N4617'10'W L136 2.00 N461710'W L165 26.00 S4342'50"W L186 32.00 N43'4V50"E L221 13.00 N43'42'50"E L258 79.12 N3346'21'E L297 67.70 S5741'14`W L328 6.33 N0117'IVW L73 6.00 S88'42'S0`W L33 6.00 S88'42'S0"W L53 6.00 S88'42'50`W L73 26.00 S4342'50'W L109 153.00 S4617'10"E L137 26.00 N43'42'50`E L166 13.46 S4617'10"E L187 26.00 S4342'50"W L222 81.00 S4617'10`E L260 344.32 N4342'50°E L298 43.94 N5T41'14'E .L329 6.00 S0117'10'E L14 6.00 N0117'10°W L34 6.00 N0117'10°W L54 6.00 N011710'W L74 3200 N4342'50"E L110 2.00 N4Y42'50"E L138 2.00 S461710"E L167 6.00 S43'42'50"W L188 12.56 S43'42'50"W L223 14.00 S43'42'50"W L263 12.57 S49'42'50'W L300 2.09 S4617'48"E L330 6.33 N88'42'50"E L15 6.00 S011T10`E L35 6.00 9011T10"E L55 6.00 5011T10`E L77 26.00 54342'50'W L111 25.99 S4616'42"E L139 9.00 N43'42'50'E L168 10.00 N461Y10"W L189 12.24 N43'42'50'E L224 14.00 N4Y42'50'E L265 13.02 N45'56'47'E L302 27.12 S43'42'12°W L331 13.00 S50'42'17"W L16 6.00 N88'42'50"E L36 6.00 N88'4250`E L56 6.00 N88-42-50`E L78 32.00 N4342'50`E L112 15.00 S43-42-50"W L140 15.20 N4617'10"W L169 25.00 N4T4V50`E L190 54.00 N4617'10"W L225 31.02 S43'42'50'W U1334 S4424'08"E L304 2.10 N461710"W L333 2.47 S3917'43°E Liz 6.00 S88'4750'W L37 6.00 S88'42'50"W L57 6.00 S8842'50"W L81 4.24 S46'071YE L113 &01 S4618'41"E L141 4.38 S7610'29"E L170 25.00 N4342'50"E L191 15.50 N434750"E L227 6.08 S011T10°E S43'42'12"W L305 2.10 S461T10"E L335 12.98 N501434°E L18 6.00 N0117'10"W 12m 6.00 N0117'10"W L58 6.00 N0117'10"W L83 15.00 N4617'10"W L114 1.64 N43'42'50"E L142 14.26 N43'42'50"E L171 6.00 S4617'10"E L192 49.22 S3917'43"E L229 3.00 S4617'10'E N4617'10"W L307 3.00 S43'42'12"W L337 80.30 SO24'08"E 1 L19 6.00 5011710'E L39 6.00 S0117'10'E L59 6.00 S0117'10'E L84 62.00 N43'42'50`E L115 :>_0.67 N4617'10"W L143 69.41 N5020'02'W L172 6.00 N4617'10'W L198 201.77 N4617'10"W L232 12.79 N4617'10"W S43'42'12'W L309 14.00 N4617'10"W L338 13.00 S4535'52°W 1 L20 6.00 N86'42'50"E L40 6.00 N88'42'S0"E L60 6.00 N8W4Y50"E L87 15.00 54617'10"E L124 1.27 S4616'48"E L144 55.67 N33'46'21"E L773 24.92 N43'4250°E L199 33.47 S4617'10`E L233 18.00 N43-42-50"E N43'42'12"E L310 36.00 S4342'12`W L340 14.36 S4424'08"E ( CURVE TABLE CURVE TABLE CURVE TABLE CURVE TABLE CURVE TABLE CURVE TABLE CURVE TABLE CURVE# LENGTH RADIUS DELTA TANGENT CURVE # LENGTH RADIUS DELTA TANGENT CURVE # LENGTH RADIUS DELTA TANGENT CURVE # LENGTH RADIUS DELTA TANGENT CURVE # LENGTH RADIUS DELTA TANGENT CURVE # LENGTH RADIUS DELTA TANGENT CURVE # LENGTH RADIUS DELTA TANGENT C2 7.85' 5.00' 90,00,00, 5.00' C43 4.71' 3.00' 9000'00" 3.00' C72 4.71' 3.00, 90,00,00" 3.00' C94 3.1e 2.00' 90'00'00" 2.00' C134 11.67' 20.00' 3325'27° 6.06 C170 9.23' 6.00' 8806'19` 5.80' C191 3.14' zoo' 9000'00" 2.00' C3 3.14' 2.00' 9000'00" 2.00' C48 5.58' 6.00' 5319'39' 3.01 C73 3.14' 2.00' 9000'00` 2.00' C95 15.60' 10.00' 8921'23° 9.89' C135 2.56' 1.00' 14634'33" 3.3S C171 15.71' 10.06 90'00'38" 10.00' C193 3.14' 2.00' 90WOC 2.00' 1 C5 3.14' 2.00' 9000'00" 2.00' C49 6.6S 3.00' 126'40'21° 5.97' C74 7.06 5.0W 90100'00` 5.00' C96 7.76' 5.00' 88153'55" 4.96 C136 29,99' 20.00' 85504" 1&62' C172 2.29' 1.00' 13104'23" 2.20' C794 7.85' 5.00' 90WOC 5.00' C6 7.85' 5.00' 9000'00' 5.00' C50 4.71' 3.00' 9000'00" 3.00' C75 3.14' 2.06 90'00'00" 2.00' C97 3.14' 2.00' 9000'00" 2.00' C137 9.86 6.00' 9405'46' 6.46 GI73 5.12' 6.00' 48'5V37" 2.73' C195 7.85' 5.00' 90WOC 5.00' C7 7.85' 5.00' 9000'00" 5.00' C51 9AT 6.06 9000'00' 6.00' C76 3.1e 2.00' 90'00'00" 2.00' C99 7.82' 5.00' 8933'57' 4.96' C138 4.71' 3.06 90'00'00" 3.00' C174 4.74' 2.94' 9210'17' 3.06' C196 3.14' 2.00' 90*00'00" 2.00' g C8 3.14' 2.00' 90'00'00" 2.00' C55 4.71' 3.00' 9000'00" 3.00' C77 3.1e 2.00 90'00'00` 2.00' C101 3.14' 2.00' 90,00,00, 2.00' C139 4.71' 3.00' 90100'00' 3.00' C175 4.71' 3.00' 90'00'00" 3.00' C197 3.14' zoo' 9000'00" 2.00' C9 3.14' 2.00' 9000'00" 2.00' C56 9.42' 6.00' 900000" 6.00' C78 7.85' 5.00' 9000'00° 5.00' C103 3.14' 2.00' 90'00'00° 200' C740 9.47 9.50' 5705'04` 5.17 C176 4.99' 6.00' 47'40'09" 2.66 C198 4.71' 3.00' 90'00'00° 3.00, g C10 Z85' 5.00' 90'00'00" 5.00' C57 10.29' 20.00' 2928'42" 5.26' C79 4.71' 3.06 9000'00` 3.00' C107 3.18' 2.00' 91'06'04" 2.04' Ci45 4.71' 3.00' 90'00'00' 3.00' C177 2.31' 1.00' 13219'51' 2.26' C199 4.73' 3.00' 9020'25" 3.OY C11 TW 5.00' 90'00'00' 5.00' C58 2.11' 2.00' 60Z1'18* 1.17' C80 7.86 SW 90'Woo* 5.06 C108 4.71' 3.00' 90*00,00" 3.00' C151 7.95' 5.00' 91'06'04' 5.10' C178 2.31' 1.00' 132'0810" 2.25' C200 171.70' 2007.00' 4'54'06" 85.90' C12 3.14' 2.00' 90'00'00" 2.00' 061 1.57' 1.00' 89'59'38" 1.06 C81 3.14' 2.00' 90'00'00" 2.00' C110 3.14' 2.00' 90100'00" 2.00' C153 3.10' 2.00' 88'53'56" 1.96, C179 5.01' 6.00' 47'51'50" 2.66' C201 4.71' 3.00' 90'00'00° 3.00' C13 3.14' zoo' 90100'00° zoo' C62 1.57' 1.00' 90100'00" 1.00' C82 1.57' 1.00' 9000,00" 1.00' C112 4.19' 2.00' 120'00'00" 3.46' C155 15.71' 20.00' 4500'00" &28' C780 4.71' 3.06 9000'38' 3.00' C14 7.85' 5.00' 90'00'00° 5.00' C63 7.85' 5.00' 90'00'00" 5.00' C83 3.14' 2.00' 9000'00" 2.00' C113 6.28' 6.00' 60'00'00' 3.46' C156 4.71' 3.00' 9000'00" 3.00, C181 9.42' 6.00' 8959'22' 6.00' C19 7.85' 5.00' 90'00'00' 5.00' 064 3.14' 2.00' 90'00'00" 2.00' C84 7.85' 5.00' 90100'00" 5.00' C115 7.85' 5.00' 90'00'00" 5.06 C162 8.74' 7.00' 7131'50° 5.04' C182 11.31' 8.06 81'00'58" 6.83' _ 1 C20 3.14' 2.00' 9000'00" zoo' C65 1.56' 3.00' 2933'19" 0.80, C85 7.85' 5.00' 90'00'00" 5.00' C116 3.14' 2.06 90'0600" 2.00' C163 5.68' 3.00' 10828'10° 4.16' C183 12.57 8.00' 9000'00" &00' C21 3.1e 2.00' 90'00'00" 2.00' C66 3.15' 3.00' 6006'41" 1.74' C86 4.19' 2.00' 120WOG* 3.46' EC123 114' 2.00' 90WOC 2.00' C164 4.71' 3.00' 9000'04' 3.00' C184 3.14' 2.00' 90W38* 2.00' C22 7.85' 5.00' 9000'00' 5.00' C67 13.97 10.00' 8003'31' 8.44' C87 6.28' 6.00' 6000'00" 3.46' 7.85' 5.00' 90'00'00` 5.06 C165 &68' 50.00' 9'56'29` 4.35' C185 3.14' ZOO 89'59'22' 206 C33 4.71' 3.00' 9000'00" 3.00' C68 7.60' 5.00' 8705'30" 4.75' C88 8.42' 6.00' 8024'21' 5.07' 14.49' 10.00' 8300'33' 8.85' C166 37.54' 2&00' 76'4V48" 22.20' C186 3.14' 2.00' 900638' 2.00' C39 4.71' 3.00' 9000,00, 3.00' C69 4.86' 3.00' 92'54'30' 3.16' C89 3.14' 2.00' 9000'00" 2.00' 5.06 6.00' 4811'23° 2.6V C167 3.81' 2.W 10913'13" 2.81' C187 3.14' 2.00' 89W'22" 2.00'C41 &58' 6.00' 531939" 3.01, C70 4.44' 3.00' 8430'42" 2.74' C91 7.85' 5.00' 90'00'00" 5.00' 6.90' 3.00' 131'48'37' 6.71' C168 145.05' 2069.00' 401'01" 72.56' C188 7.85' 5.00' 9000'00" 5.00' a C92 3.14' 2.00' 9000'00' 100' C128 5.08' 3.00' 96'59'27' 3.3W C169 4.69' 3.06 89'39'06' 2.98' C190 7.85' 5,00' 9000'00" 5.00' o C41 3.84' 6.00' 36'40'21' 1.99' C71 10.3Y 7.00' 84'50'42" 6.40' _ i O 1 i o s a I y i iml E Know what's below. a o Call$Nbeforeyoudig .61 MARK REVISIONS APPR. DATE DAVID EVANS CENTRAL PLAZA CITY OF LAKE ELSINORE SHEET s S ANoASSOCIATES IN*. Q1ypfFSSb PARCEL 1-8 OF TPM 37284 a� O 4141 E.Inland Empire Blvd,Suite 250 ` �� ROoq/ BENCH MARK: c a_ Omado Gaill mia 91764 y m "'L�+ SCALE: CITY OF LAKE ELSINORE BM p Phone:909.481.5750 Fax:909.481.5757 � a` No.89948^�a"' AS SHOWN ON PLANS B-95-55: CHISLED SQUARE ON TOP OF a * 09/30/18# OF HEADWALL APPROXIMATELY 45' HORIZONTAL SHEETS P UNDF HE SUPERVISION OF: `?q g1V1L SWLY ALONG THE CENTERLINE OF 6. �. &A! DATE: COWER AVENUE AND 4S'SWLY TO CONTROL PLAN FILE No. CAl1F THE SOUTHERLY END OF HEADWALL mo GA RO IGU RCE 69948 /DA1fE: ELEV.: 1270.68(NAVD 29) 1, O,t o- LINE TABLE LINE TABLE LINE TABLE LINE TABLE LINE TABLE LINE TABLE LINE TABLE LINE TABLE LINE TABLE LINE TABLE LINE TABLE L E TABLE LINE # LENGTH BEARING LINE # LENGTH BEARING LINE # LENGTH BEARING LINE # LENGTH BEARING LINE # LENGTH BEARING LINE # LENGTH BEARING LINE # LENGTH BEARING LINE # LENGTH BEARING LINE # LENGTH BEARING LINE # LENGTH BEARING LINE # LENGTH BEARING ( LINE # LENGTH BEARING L1 6.00 S88-4f50"W L23 6.00 S0117'10'E L45 6.00 S88'42'50"W L67 6.00 S0117'10"E L98 18.00 N4617'10'W L136 2.00 N4617'10'W L165 26.00 S43'4T50'W L188 12.56 S43'4f50"W L224 14.00 N43'42'50'E L269 13.62 S43'42'12"W L309 14.00 N461710W C L.341 0.97 N4617'10"W L2 6.00 N0117'10"W L24 6.00 N8842'50*E L46 6.00 N0117'10'W L68 6.00 N88'42'50'E L99 13.00 N4342'50"E L137 26.00 N43'42'50"E L166 13.46 S4617'10'E L189 12,24 N4342'50'E L225 31.02 S43'42'50"W ;L2:72 22.35 N5828'S7'W L310 36.00 S43'42'12"W cj L342 6.00 N8610'21'W L3 6.00 N86'42'50'E L25 6.00 S8842'50"W L47 6.00 SO117'10"E L69 26.00 S43*4f50*W L101 7.00 N4617'10'W L138 2.00 S4617'IO*E L167 6.00 S4342'50"W L190 54.00 N4617'10"W L227 6.08 S0117'10"E 273 1.77 S43'42'1 W L311 14.00 S4617'10"E C L343 58.30 N4617'10"W L4 6.00 S0117'10"E L26 6.00 N0117'10'W L48 6.00 N88'42'50"E L70 32.00 N4842'50"E L109 153.00 S4617'10'E L139 9.00 N4342'50'E L168 10.00 N4617'IO`W L191 15.50 N43'42'50"E L229 3.00 S4617't0'E L276 13.49 N43'42'1YE L313 13.69 S43'42'12'W L344 91.23 N43'42'50"E L5 6.00 S88'42'50"W L27 6.00 S0117'10"E L49 6.00 S8842'50'W L71 26.00 S4342'50"W L110 2.00 N43'42'50"E L140 15.20 N4617'10"W L169 25.00 N4342'50"E L192 49.22 S3917-43"E L232 1279 N4617-10"W L278 13.00 4617'48"W L314 26.00 S4617'48E L345 4.24 S4617'10'E L6 6.00 N011Y10"W L28 6.00 N88'42'50"E L50 6.00 N0117'10"W L72 3200 N43'42'50"E L111 25.99 S4616'42"E L141 4.38 S7610'29"E L170 25.00 N43'42'50"E L198 201.77 N4617'10"W L233 18.00 N43'42'50'E L171 12.00 N43'42'12"E L315 32.00 N4617'48'W L346 6.47 N8610'21"W L7 6.00 S011T10'E L29 6.00 S88'4VWW L51 6.00 S0117'10"E L73 26.00 S43'42'50"W U12 15.00 S4342'50"W L142 14.26 43' "E L171 6.00 S461710"E L199 33.47 S461Y10"E L234 2.00 N4617'10"W i L280 13.00 S487748 E L318 26.00 S461T48'E L347 58.30 N4617'10"W LB 6.00 N88'42'S0'E L30 6.00 N0117'10"W L52 6.00 N88'42'50"E L74 32.00 N43'42'50'E L713 8.01 54618'41'E L143 50.31 N5020'02"W L172 6.00 N461 Y10'W L202 245.24 S4617'10'E L235 26.00 N43'42'50"E L282 13.57 N43'42'12"E L321 32.00 N4617'48"W L348 85.96 N43*4f50"E L9 6.00 S88'42'50"W L31 6.00 S0117'10"E L53 6.00 S88'42'50"W 777 26.00 S434750'W L114 1.64 N43'42'50"E L144 55.67 N33.46 21'E L173 24.92 N43'42'50"E 1 0 46 1 W L236 2.00 S4617'10'E i L285 1.73 S43'a2 12 W L323 6.00 S88'42'50"W t` L349 16.39 N4342'50'E L10 6.00 N0117'10"W L32 6.00 N88'42'50'E L54 6.00 N0117'10"W L78 32.00 N4342'50"E L115 20.67 N4617'10"W L145 3.00 S43'42'12"W L174 17.00 S43'42'50"W ( L206 3.57 N42-53-40"E L237 27.00 N43'4250"E L286 1.70 N43'42'12"E L324 6.00 N0117'10'W t L,3,50 19.73 N4617'17"W LtT 6.00 S0117'10"E L33 6.00 S8842'50"W L55 6.00 S0117'10"E L83 15.00 N4617'10"W L124 1.27 S4616'48"E L146 13.36 N4617'10"W L175 3.00 S4617'10"E 1 L207 13.01 S43'42'50'W L238 13.00 S4617'10"E L290 74.58 S43'42'12'W L325 6.00 S011T10'E \\\� L351 3.04 N43'42'28°E L12 6.00 N8842'50"E L34 6.00 N0117'10"W L56 6.00 N88'42'50'E L84 62.00 N4342'50"E L125 14.00 N4342'50'E L148 35.43 N4617'10'W L176 17.74 N4617'10"W L208 126.01 N4617'10"W L240 10.99 N43'42'50"E L292 12.92 N4617'10"W L326 6.00 N88'42'50"E / L352 33.10 N4617'02"W L13 6.00 S88'42'50"W L35 6.00 S0117'10"E L57 6.00 S88'42'50"W L87 15.00 S4617'10"E L126 9.00 S4617'10"E L149 13.00 S461710'E L178 18.00 N43*4f50"E L209 13.00 N43'42'50"E L241 64.28 S4616'13"E L293 36.00 S43'42'12"W L327 6.33 S88'42'50"W ` ��✓ L14 6.00 N0117'10"W L36 6.00 N88'42'50"E L58 6.00 N0117'10"W rL88 8 0.99 N4342'50"E L127 12.99 S43'42'50"W L150 45.00 S43'42'50"W L179 12.00 N461r20"W L214 13.00 S43'42'50"W L242 3.00 53917'43E L294 33.00 S4617'10'E L328 6.33 N0117'10"W L15 6.00 S0117'10"E L37 6.00 S88'42'50'W L59 6.00 S0117'10"E 28.18 ND9'36'49"W L128 15.50 S4617'10"E L151 13.04 N4617'10"W L180 5.00 S4342'50'W L215 27.00 S4617'10"E L243 16.00 N50'42'17"E L296 18.18 S43'42'12"W L329 6.00 S0117'10"E L16 6.00 N88'42'50"E L38 6.00 N0117'10"W L60 6.00 N88'42'50"E 9 18.39 N4617'10"W L129 5.50 N43'42'5TE L155 71.00 N4617'10'W L181 9.00 S4617'10"E L216 2.00 S43'42'50"W L245 126.00 S3917'43"E L297 67.70 S52'41'14W L330 6.33 N88'42'50'E L17 6.00 S88'42'50'W L39 6.00 S0117'10"E L61 6.00 S88'42'50"W 0 15.00 S43'42'50"W L130 5.50 S4342'50"W L157 13.00 S43'42'50"W L182 16.00 S43'42'50"W L217 26.00 S4617'10"E L257 430.60 S43'42'12"W L298 43.94 N52'41'14"E L331 13.00 SW42-17"W L18 6.00 N0117-10"W L40 6.00 N88-42-50"E L62 6.00 N0117'10"W 2 10.48 N43'4V45"E L131 12.50 S4617'10"E L158 63.00 N4617'10"W L183 1.00 S43'42'50"W L218 2.00 N43'42'50'E L258 79.12 N3S46'21"E L300 2.09 S4617'48"E L333 2.47 S3917'43"E L19 6.00 S0117'10"E L41 6.00 S8B'4V50"W L63 6.00 S0117'10"E i L93 3.80 S43'42'50"W L132 26.00 S4342'50"W L159 14.00 N43'42'50"E L184 11.46 S4617'10'E L219 18.00 S4617'10"E L260 344.32 N4342'50"E L302 27.12 S43'42'12"W L335 12.98 N5014'34"E L20 6.00 N88'42'50"E L42 6.00 N0117'10'W L64 6.00 NBB'42'50"E L94 7.92 N4251'03"W L133 3200 N4342'50'E L162 32.00 N43'42'50"E L185 7.00 N4617'10'W L221 13.00 N43'42'50"E L263 12.57 S49'42'5o"W L304 210 N4617'10"W L337 80.30 S4424'08"E L21 6.00 S88'42'50'W L43 6.00 S0117'10'E L65 6.00 S8842'50"W L95 33.40 S09'36'49'E L134 14.00 N4617'10"W L163 26.00 S43'42'50"W L186 32.00 N43'42'5VE L222 81.00 S4617'10"E L265 13.02 N4556'47'E L305 2.10 S4617'10"E L338 13.00 S45'35'52'W L22 6.00 OB117'10"W L44 6.00 N88'42'50'E L66 6.00 N0117'10"W L97 1 76.15 N43'42'50"E L135 36.00 N4342'50"E L164 32.00 N43'42'50"E L187 26.00 S43'42'50"W L223 14.00 S43'42'50'W L267 3.30 S4424'08"E L307 3.00 S43'42'12'W L340 14.36 54424'08'E CURVE TABLE CURVE TABLE CURVE TABLE CURVE TABLE CURVE TABLE CURVE TABLE CURVE TABLE CURVE # LENGTH RADIUS DELTA TANGENT CURVE # LENGTH RADIUS DELTA TANGENT CURVE # LENGTH RADIUS DELTA TANGENT CURVE # LENGTH RADIUS DELTA TANGENT CURVE # LENGTH RADIUS DELTA TANGENT CURVE # LENGTH RADIUS DELTA TANGENT CURVE # LENGTH RADIUS DELTA TANGENT C2 7.85' 5.00' 90'00'00" 5.00' C50 4.71' 3.00, 90'00'00' 3.00' C78 7.85' 5.00' 90,00,00, 5.00' C108 4.71' 3.0o' 90'00'00' 3.00' C156 4.71' 100' 90,00,00, 3.00' C184 3.14' 2.00' 90'0038" 200' C209 31.42' 20.00' 90'00'00' 20.W i C3 3.14' 2.00' 90'00'00' 2.00' C51 9.42' 6.o0' 90,00*00" 6.DO' C79 4.71' 3.00' 90'00'00" 3.00' Clio 3.14' 2.06 90'00'00' 200' C162 8.74' 7.00' 7131'50' 5.OW C185 3.14' 200' 8959'22" 200' C210 4.84' &DD' 34'39'00' 2.50' C5 3.14' 2.00' 90'00'00" 2.00' C55 4.71' 3.00' 90*00,00, 3.00' C80 7.85' 5.00' 90,00,00" 5.00, C112 4.19' 2.00' 120'00'00' 3.46' C163 5.68' 3.00' 10828'10* 4.16' C186 3.14' 2.00' 90100'38" 2.00' C211 4.97' 2.00' 14216'01" 5.85' C6 7.85' 5.00' 90'00`00* 5.00' C56 9.42' 6.00' 90'00'00" 6.00' C81 3.14' 2.00' 90'00'00' 2.00' C113 6.28' 6.00' 60*00'00* 3.46' C164 4.71' 3.00' 90110'04" 3.00, C187 3.14' 200' 8959'22" 2.00' C212 1.52' 1.03' 84'36'59' 0.94' C7 7.85' 5.00' 90'00'00" 5.00' C57 10.29' 20.00' 2928'42" 5.26' C82 1.57' 1.00' 90'00'00" 1.00' C115 7.85' 5.00' 90U0'00' 5.00, C165 8.68' 50.00' 956'29" 4.35' C188 7.85' 5.00' 90100'00" 5.00' C8 3.14' 2.00' 90'00'00" 2.00' C58 2.11' 2.00' 60'31'18" 1.17' C83 3.14' 2.00' 90'Oobo" 2.00' C116 3.14' 200' 9oWOo* 2.00' C166 37.54' 28.00' 76'48'48" 22.20' C190 7.85' 5.06 90'00'00" 5.00' C9 3.14' 2.00' 9OWOO" 2.00' C61 1.57' 1.00' 8959'38" 1.00' C84 7.85' 5.00' 90'00'00" &OD' C118 3.14' 200' 90'00'00' 2.00' G167 3.81, 2.00' 10913'13" 2.81' C191 3.14' 2.00' 90'00'00" 200' CID 7.85 5.00' 90'00'DO" 5.00' 062 1.57' 1.00' 90100'00" 1.o0' C85 7.85' 5.00' 90'00`00* 5.00' C119 7.8T 5.00' 90'00'00" 5.00' C168 145.05' 2069.00' 4'01'01" 72.56' C193 3.14' 2.00' 90D0'00' 2.00' C11 7.86 5.00' 90'00.00. 5.00' 063 7.85 5.00' 90'00'00" 5.00' C86 4.19' 2.00' 120'00`00* 3.46' C121 14.49' 10.00' 83'00'33" 8.85' C169 4.69' 3.00' 8939'06" 2.98' C194 7,85' 5.00' 90'00'00' 5.00' C12 3.14' 2.00' 90*00`00* 2.00' C64 3.14' 2.00' 9O'00'00" 2.00' C87 6.28' 6.00' 60'00'00" 3.46' C123 5.05' 6.00' 4811'23" 268' 1 C170 9.23' 6.00' 88'06'19' 5.80' C195 7.85' 5.00' 90'00'00" 5.00' C13 3.14' 2.00' 90W OV 7 00' C65 1.56' 3.00' 2953'19" 0.80' C88 8.42' 6.00' 8024'21' 5.07' C124 6.90' 3.00' 131'48'37' 6.71' C171 13.58' 10.00' 7T49'38' 8.07' C196 3.14' 200' 90'00'00" 200' C14 7.85' 5.00, 90'00'00" 5.00' C66 3.15' 3.00' 60W'41" 1.74' C89 3.14' 2.00' 90'00'00" 2.00' C128 5.08' 3.00' 9659'27" 3.39' C772 2.29' 1,00' 131'04'23' 2.20' CI97 114' 200' 90'00'OO' 2.00' C19 7.85' 5.00' 90'000T 5.00' C67 13.97' 10.00' 80103'31" 8.40' C91 7.86 5.00' 9000'o0' 5.00' C134 11.67' 20.00' 3325'27" 6.00' C173 5.12' 6.DO' 4855'37" 23S C198 4.71' 3.00' 90'00'00" 3.00' C20 3.14' 2.00' 90'OD'00" 2.00' C68 7.60' 5.00' 87'OS'30" 4.75' C92 3.14' 2.00' 90'00'00' 2.00' 1 C135 2.56' 1.00' 146'34'3T 3.33' 1 C174 4.74' 2.94' 9210'17" 3.06, C199 4.73' 3.00' 9020'25" 3.0Y C21 3.14' 2.00' 9o'00'00' 2.00' C69 4.86' 3.00' 9254'30" 3.16' C94 3.14' 2.00' 90'00!00* 2.00' C136 31.42' 20.00' 90'00'00" 20.00 C175 4.66' 3.00' 89-03'56" 2.95' C200 171.70' 2007.00' 454'06" 85.9C C22 7.85' 5.00' 9000'00' 5.00' C70 4.44' 3.00' 84'50'42" 274' C95 15.60' 10.00' 8921'23" 9.89' C737 9.85' 6.00' 940546° 6.45' C176 5.05' 6,00' 4813'29" 2.69' C201 4.71' 3.00' 90'00'00" 3.00' C33 4.71' 3.00' 90100'00' 3.00, C71 10.37' 7.00' 8450'42" 6.40' C96 7.76' 5.00' 8853'55" 4.90' C138 4.71' 3.00' 90'00'00" 3.00' C777 2.30' 1.00' 131'46'31" 2.23' C202 4.18' 6.00' 3953'11' 2.18' 1 g C39 4.71' 3.00' 90100'00" 3.00' C72 4.71' 3.00' 90100`00* 3.00' C97 3.14' 2.00' 90'00'o0" 2.00' 1 C139 4.7' 3.00, W' 3. C178 2.31' 1.00' 132'08'10" 2.25' C203 22.28' 32.00' 3953'11' 11.61' C41 5.58' 6.06 5319'39' 3.01' C73 3.14' 2.00' 90'00'00" 200' C98 1.57' 1.00, 90'00'38" 1.00' C140 19.91' 200.00' 5'42'16" 9.96' C179 5.01' 6.00' 4751'50" 2.66' C204 50.27' 32.00' 90*00`00" 32.00' a i C41 3.84' 6.00' 3640'21" 1.99, C74 7.85' 5.00' 90'00'00" 5.00' C99 7.82' 5.00' 89'33'57' 4.96' C145 4.71' 3.00' 90'00'00' 3.00' C180 4.71' 3.00' 90'00'38' 3.00' C205 31.42' 20.00' 90'00`00* 20.00' g i C43 4.71' 3.00' 90'00'00" 3.00' C75 3.14' 200' 90'00`00" 200' C101 3.14' 200' 90'00'00" 200' C151 7.95 5.00' 91'O6'04" 5.10' C181 9.42' 6.00' 8959'22" 6.00' C206 1.5T 1.00' 90100'00" 1.00' C48 5.58' 6.00' S319'39" 3.01' C76 3.14' 200' 90V0'00' 2.00' C103 3.14' 200' 90.00'00" 200' C753 3.10' 2.00' 8853'56" 1.96' C182 11.31' 8.00' 81'00'58" 6.83' C207 5.25' 6.00' 50-06'49' 2.81' C49 6.63' 3.00' 126'40'21' 5.97' C77 3.14' 200' 90.00-W 2.00' Fc107 3.18' 200' 91'06'04" 204' C155 15.71' 20.00' 45'00'DO' 8.28' C183 12.57' 8.00' 90'00'00" 8.00' C208 13.92' 20.00' 395311' 7.26' i FOR 1 REVISION ONLY: j �OFESSI DAVID EVANS k ASSOCIATES INC. R 4141 E.INLAID DOW BLVD,SUITE 250 ONTARIO,CA 91764 m (909)481-5750 0 46 H * oQ> Know wha4sbelow. sf clva `r 9�OF CAl\F CA&21EL E ROE 69M a L DATE: i o C2ll$Ilbetoreytwdig MARK REVISIONS EOW DATE APPR. DATE DAVID EVANS CENTRAL PLAZA CITY OF LAKE ELSINORE SHEET S, ANDASSOCIATES 1Nc. QROFESST 6A 4141 E.Inland Empire Blvd,Suite 250 Q�sO\�` R oaf� BENCH MARK: PARS 1-8 OF TPM 37284 a M 1 REVISED CURB INFORMATION GNR 01/30/18 3-(s-�Q - " 16 Ontario Cal"rfomia 91764 SCALE: `_"m n CITY OF LAKE ELSINORE BM Phone:909.481.5750 Fax:909.481.5757 " 2" AS SHOWN ON PLANS B-95-55. CHISLED SQUARE ON TOP OF a o W�' No.69945 a OF HEADWALL APPROXIMATELY 45' HORIZONTAL SHEETS PREPARED UNDER THE UPERVISION OF: *E.,09/30/18 SWLY ALONG THE CENTERLINE OF o 0 i �f9�. CIV1�E�?`P DATE: COLLIER AVENUE AND 45'SWLY TO CONTROL PLAN FILE No. OZZ /B OF CpL\ THE SOUTHERLY END OF HEADWALL. �� GABRI Z RCE 69948 DA ELEV.: t27o.68(NAw zs) 1�1 . J i � ..._ _-......_ � .-...-..__ GRA NG NOTES Cam-J DI _--(IX 20'WA)_-- 21 STRUCT 3'AC/6'AB OVER COMPACTED SUBGRADE - 22 STRUCT 3'AC/9.5'AB OVER COMPACTED SIIBGRADE o-CONSTRUCT 6'CURB ONLY(TYPE 6A)PER CITY OF LAKE ELSINORE STD PLAN 202 ..------_ ----- _..-_.-.__ ........__-_._ -..._ -_........_ -----_- 24 STRUCT 6'CURB AND GUTTER(TYPE 6)PER CITY OF LAKE ELSINORE STD PLAN 200 tooL� 100+00.00 I - DD N43'42'50_.00"E 102+00 103+00 10- �SIRUCT 48'RIBBON GUTTER PER DETAIL ON SHEET 11 - ----------- + 1- ADA SIDEWALK RAMP PER DETAILS ON SHEET 10 -CENTRAL AVENUE - 27 STRUCT 4'THICK PCC SIDEWALK PER CITY OF LAKE ELSINORE SID PLAN 210 =100+00.00 COWER AVENUE �. �3 �STRUCT 0'TC TO 6'TC CURB TRANSITION t O29-INSTALL SURFACE APPLIED TRUNCATED OWES PER DETAIL ON SHEET 11 CENTRAL AVENUE - @�-CONSTRUCT TRASH ENCLOSURE PER ARCHITECTS PLANS {EX IS-$EWER)- J1 OPOSED WHEEISTOP PER ARCHITECT PLANS I r r N43'4750"E M - I• ------ ---.- Q32--PROPOSED SIGN PER ARCHITECT PLANS -128 79 --Yi V I' �rip, N STRUCTDMOOD HEADER PER DETAIL SEE �1C (127 n �SRNICT 6.5'Pm/r AG ,27a72 FL) fig , -CONSTRUCT g'TO g'pME TRANSITION o T DI m .. CT 8"pM ONLY(TYPE 8A)PER CITY OF TAKE ELSINORE STD RAN 20.T m p � _ N43.42'50"Ed - 0 o-SIRUCT 0'STRu 1 .! . � TIC ToB'TC CURB TRANSITIONi = NEW SIDEWALK P ER EET 224.32' N ,q� � i � 12 PROPOSED �OS•,r� O,S7 � O38-_SIRUCT GRADED SWaE L 39 39 58 E o- NNG CON57RUCT RETa WALL PER SPPWC STD.DWG 618-3 TYPE B H=6'MAX R ! (127&A6 TC) /� 11 / Z 38 R/ ,., Z TOP OF SLOPE o 60 TC / 1 I - (1275.49 R) �.-s/ �. t Y g - n 79.10 FS I - + n DEOICATEo STORM M N � 30'. V x3.s' � NOTE#1 I� ` OR �uNT OR i n,a o 0� II 7&� 7s.7o PAD 2 I'� NO CONSTRUCTION OR GRADING VATHIN ,yam 7aA 10'OF THE POLES WITHOUT SCE CLEARANCE I 70' a5. 15'$flBAp( ( (, ^� WY a : .7a67 �f�>, FF=1279.70 79.7D -�,.. W FUTURE I J3 F$ PAD=1278.70 ff W .�J J n.98 78.43.93 FST-- 79.81 TC 7&19 �79.43 TC C79.11 FS 23 PAD 1 S2 ° 2, 79397 8T.9C3 FSUj W 79.56 TC 70 PAD 1277"7 50 TC' 27 2J �� NW,I/ 00 F N o % ,' •� c�0' �� - ZS AID / 79.31 TC � 24 t , � •� 'r-�F.- '3 m.. i. �;y: J �) 7s.zs rc � W �-� FS 7876 FS ', , z j ' )p _ -t••-' 4.� - I P 7&78 FS 79.35 TC 79.48 TC `�'L' �' II I obf� I -' 7&41 TC1 giI I78.85 FS 23 78.98 FS V. • J 1 FU RE .. j _.79.21 TC e 31 .�TC 78.72 FS 78.71 FS � r - W 78.66 TC 1 ,c n.88 FS 36 r C 35 78.50 TC 23 m I I `( 31 78.00 FS _ _... ._._ J \ � �>iRIB- � { i T?T 78.00 TC '78.29 n.50 FS 77.79 FSi J 24 as -- - -- '--F H- _----- i2. 22 a o ^° TC J�T �B ^`•'^^ m n 23 ^ 1 79.50 TC ! o /. 50X 78.22 TC SSC pB Jj �n nw I `` 1 I 33 77.38 FS "S 77.72 FLZ7 TC -__ -.. 79.00 F i mm + ! 25 F /yL\ '�• T 80.28 TC 25 NOTE V 78.78 TC 78.73 TC 78.99 TC 1 a' 77.17 F 21 m R-10' !yB 78.28 FS R53 ' _ 78.23 FS 78.49 FL 79.78 FS i FIL �AT. (TYPICAL w L" 1.39X (; _. � 127 ��iaz �g na r O NII ^ 78.44 TC -23 '- 8 22 - �I N 77.94 F5 'e� dJ / 78.75 TC ti' m n m 23 n 11 ry 23 16' -- 4 78.41 TC TB7�Tc 78.25 IS ,wn w �ti�e 7a47 TC 78.52 TC m VARIES - " ... 77.91 FS 'PS N '�^L 25 n 97 FS 78.02 FS 21 - d•1 Ell , F 78.57 TC �O1 I 23 '� 27 I AIM I A +J G � 23 - �+�n J I --. a SEE SECTION DETAIL i r A Io i a C _ ( m m I o�n 21 �.....''�, - T. A-A ON SHEET 11 ,+! _ --"' - -_ n m 79.12 TC 78.62 FS I LL21. i23 PROS77.92 TC n.84 TC 72 X 142' 78.18 TC 78.35 TC 78.177.42 FS 77.34 FS D 77.68 FS '"77.85 FS -- 77.69 FS 7774 FS 1 OAS '{ I 1-12 77.32 TC i �" 1 76.82 FL 16 22 39 24' 18" z n 18 26' 18' 18' - 24' 16'. 18, 26, 16' r 29 3 77.28 0 L.� 24 i 23 i F F 23 43 27 0 1 ° a 78.79 TC 76.89 TC 77.82 TC i n.99 TC n.91 TC n.99 TC a 1 76.29 FS 76.39 FS- 77.32 FS 77.49 FS-- n.41 FS n.49 FS 30' ' t SEE NOTE 76.27 TC 1 76_82 TC 22 i�F Zt ^F 21 J9 - Fr R-10 76.32 FS i-. (TYPICAL) IS.n FS w 23 Ii moo+ i n �Sj ` 76.22 TC 76.83 TC �^ T 22 21 p i O � ? 75.72 FS - 76.33 FS �IS �o _--.. 25 �� -i E2F 23 I -. --;S mKn77.47n.64 TC - O 77.67 TC n.75 TCn$ ^ 7697 77 FS n.17 FS ;- 77.25 FS r I MATCHLINE - SEE SHEET 9 � v #I E 20 0 20 40 �g Know what's below. scale 1"= 20' feet b o Call 8M before pu dig V440 MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE DAVID EVANS CENTRAL PLAZA CITY OF LAKE ELSINORE SHEET APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE E Am ASSOCIATES mc. �OFSSla1,, 7 n LAWS AND A PERMIT MAY BE ISSUED. Roo'i PARCEL i-8 OF 7PM 37284 a a O 4141 E.Inland Empire Blvd,Suite 250 ` E R� BENCH MARK: i .I Ontario 575Cal0 Fa:909. Phone:909.481.5750 Fax:909.481.5757 y` n SCALE. CITY OF LAKE ELSINORE IBM a No.69948"r AS SHOWN ON PLANS 8-95-55: CHISLED SQUARE ON TOP PRECISE GRADING 16 .i �T •-� *Exp.09/30/18* OF HEADWALL APPROXIMATELY 45' OF SHEETS a SWLY ALONG THE CENTERLINE OF a EP UND THE SUPERVISION OF: �q• CIVR �r DATE: CO SOUTHERLY ENDDOF H AEAE oY T� FILE No. o BRAD FAGRELL, R 43920 DATE PLAN CITY ENGINEER qr Opt\f ELEV.: 1270.68(NAN)29) 3 J CITY OF LAKE ELSINORE RIG RCE 69948 �, �� GRADING NOTES 21 STRUCT Y AC/6'AS OVER COMPACTED SUBGRADE 22 STRUCT 3'AC/9.5"AS OVER COMPACTED SIEGRADE 23 SIRUCT 6'CURB ONLY(TYPE 6A)PER OTY OF LAKE 0_%NORE STD PLAN 202 _ 24 STRUCT 6"an AND GUTTER(TYPE 6)PER OTY OF LAKE RSINORE STD PLAN 200 1 00 I 0 00 N43'42'50_W"E 102+00 103+00 104+00 �SRUCT W RIBBON Gurmt PER DETAIL ON SET 11 - - ----- E-- - - --- ------+------------ ----+- ------ '---@-----+-- �STRUCT ADA SIDEWALK RAMP PER DETAILS ON SHEET 10 100+00.00-CENTRAL AVENUE 27 STRuCT 4 THICK PCC SIDEWALK PER CITY OF LAKE ELSINORE SIT)PLAN 210 =100+00.00 COWER AVENUE ,1., 28 SIRUCT O'TC TO 6"TC CURB TRANS DON -� - CENTRAL AVENUE SURFACE APPLIED TRUNCATED DOMES PER DETAIL ON SHEET 11 S _ 1 30O--WNSTRIICT RASH ENCLOSURE PER ARCW7ECYS PLANS _ �,-.____ __ -.- {p(15•Sm)_ - 3/ ROPOSED WHEELSTOP PER ARCHITECT PLANS - _ ' 42 N43' 50"E m -.. _ ....__.... 4342 9 J2 ROPOSED SIGN PER ARCHITECT PUNS SG p i JIT �r1• 33CONSTRUCT REDWOOD HEADER PER DETAIL (127a23 R a� S �� g g-�-_.._._. (�DCONSiRl1CT 6.5"PCC/7"AB 1275.73 FL) mpFi eR� ��"`""-- @75-CONSTRUCT B'TO 8'CURB TRANSITION T 8'CURB ONLY(TYPE 9A)PER Ott OF LAKE ELSINORE STD PLAN 203 N43-42'550"E _ � y ® coNS Ruc NEW SIDEWALK PER 7 205.69 ILL �� q_ p N,1 p�\�' 37 SIRUCT 0'1C TO 8'TC CURB TRANSITION IN TOP OF SLAPS `*U?e. e �. a� O38-CONSTRUCT GRADED SWALE r I �� - . �� -� S! tgs• N43'42'50"E�/d .y^3. ��, Q•� 7821 TC 7a57 TC ( � � �' f 3 17•71� 39 7RUCT RETAINING WALL PER SPPWC STD.DWG 618-3 TYPE B.H=6'MAX pf •rn x : nn H. F .�:7ao7 EE/GB"x l tc 3s S 24 Tan H. N43'42' "E o h (1275.16 TC) �06A 05 - - 12 R 0"Ci 7a47 FS a1 R N o ♦. 22 7' (1z7949,Fia , f .)24 Y s------- ♦ c� iE + >S �. ' j 7aas Tc 7s:oi F'cs 30 V z `'a NOTE#1 I TS DEDICATED STORM ': ' AN EASEMENT PER78.47,F5 /� PAD 2 79.3s Tc �a NO CONSTRUCTION OR GRADING WITHIN DOCUMENT i W 31t 7870 Y7 -x d FS 78.76 79.70 78.86 FS ': �, 10'OF THE POLES WITHOUT SCE CLEARANCE Jam, Ff f�` >� ,5, _ 8�� FF=1279.70 7 FS ,. n.70 79-TD FU W PAD 1 Fs 7a10 'n.43Tc PAD=1278.70 76.eDRHP; LU {; � q / 7ai9 FL 78.93 FS rr--7961 TC Fg 79.32 TC iC7911 FS 23 1 M ' FF=1278.7 00 ;�� 21 7111F5 N) N 79.23 TC 79.56 TC 7&70 If ,• PAD=1277 7 y q m 78.50 TC 78.73 FS 79.06 FS FF FF W 78.00 FL W I - i I � IIEI 4 J= ,:a -n.40 79.19 W {/ --127- �+d 77.91 F FL 7.1 7850 FS 2S 78.98 FS �,g 31 $ f."'� 25' L ��2S � �d 21 J 78 TC 18.E TC -7 FS 7a FS I m m. IIx 77.88 FS 36 F'E' 31 35 78,00 FS ..r" --1• .r 23 1 _ I ) u 12 F I< J � - , •.� ` J of 24 22 . 77.79 FS n.88 R j SO1LY 822 Tc -_ �j SS ft' �g/ N F H 23 ( 7d97 TC ✓� zs 77.72 FL �/.2j Tc^._.. - s1 78.93 FL % SEE NO /i S 78.78 TC .J L' 21 ^"+ W R=10' fty 78.28 FS �.93 ':` J8.33 FS \ S2g I 48 S 23 Tb c �M f A 0 23 ad m 1 n �p ,n O m 1ti O I ,11.N F F F F 25 1 f � n 1218-'-"22 78.71� • 7 O 1 ��F8 77.44 FS _ 78.76 iC E q 78 0 23 78.257852 TC i K 16' 9 x o;� 25 77.97 FS /, 7a02 FS 91 F n -7B.57 TC F 23 D 65% GIJ I ®_. _.._ �® 22 ....� :n._-_ 23 7&0 YL' A � - ,� 2, J ^� 23 m�. ! ( m gym _____ I 21 F �" �.. / i F PROI OSED L F F 23 x 7.84 TC 72'X 142' 78.1.TC \yo 7&35 1C 78.19 TC �/ 78.24 TC +; � FS pE ON 77.88 FS f"77.85 FS 77.89 FS 77.74 FS n, n, ' 1 - j� 1 00 X L `✓ BASIN i 3. 77 09 TC' 39 724 18'i 18' 26' 18' 18' 24' 16' 18' 26' 18' rn 77-M a 3 .1 rI^3 7 24 i 23 i F 23 rt nF 23 it TC 77.82 TC TC 7791 TC 77.99 TC F5 a 76.29 76.39 FS 77.32 FS I !.77.49 FS -77.41 F5 77.49 FS } � a �L^ � (� �>i 1 (^ gm 1 � - � SEE NOTE 76.27 TC 6,d 7682 TC ,I " 71.12 FS ( � � F� ml� 76.72 TO 76.33 TC '.7a72 FS � 76.33 FS � a< j 10 F� 3 77.47 TC 77.fi4 TC o! 7787 TC ��, 77.75 TC a a o FOR 1 REVISION ONLY: � MATCHLINE SEE SHEET 9 774F5 77i7F9 .�1 77.25 FS k M,t• >.�,..,4, - QOLGFESS/ DAMD EVANS&ASSOCIATES INC. - RO , 4141E INLAND EMP9E SLID,SUITE 250 �../f `` ONTARIO,CA 91764 in - ® 1, (009)481-5750 N 9 p t f CIVIL �* 20 0 20 40 0$ Know what's below. A1^ - •Nh/ �� /g/'� 9��CAl\f GABREL P.E ICE 89948 scale feet 'o E Call 811 before you dig oATe 1"= 20' 1. 1 o MARK REVISIONS EOW DATE APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE DAVID EVANS CENTRAL PLAZA CITY OF LAKE ELSINORE SHEET S� APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE V OFESSIq 7A N LAWS AND A PERMIT MAY BE ISSUED. RIND ASSOCIATES 1260 �9 QR RD PARCEL 1-8 OF TPM 37284 1 REVISED ULTIMATE ROW AND DRIVEWAY ENTRANCE,ADDED PAD 1 GRADING ELEVATIONS GNR 01/30/18 ,3-/5'+f$ 4u1 Ontario Empire 1764 250 4'S'�4.� Oq�� BENCH MARK: Ontario Californiaa 91764 y m c'! SCALE: CITY OF LAKE ELSINORE BM 16 Phore:909A81.5750 Fax:909.481.6757 �+ 9-95-65: CHISLED SWARE ON TOP v N.69948 S" AS SHOWN ON PLANS OF HEADWALL APPROXIMATELY 45 PRECISE GRADING OF SHEETSii 3/S7-1* PREPARED UNDER THE SUPERVISION OF: * P 09/30/18p SWLY ALONG THE CENTERLINE of BRAD FAGRELL, RC 43920 DATE �!F• CIVIL' \ PLAN •0 DATE: COWER AVENUE AND 45'SWLY TO FILE NO. z`m CITY ENGINEER r 88 CALVE THE SOUTHERLY END OF HEADWALL. CITY OF LAKE ELSINORE GABR - EZ RCE 69948 'f ELEV.: 1270.68(HAND 29) 0 1 �'o 01 i GRADING NOTES - 21 SIRUCT 3'AC/6'AS OVER COMPACTED SUBGRADE I - --___ O22--CONSTRUCT 3-AC/9.5'AB OVER COMPACTED SUIMADE l WAN- --- I a-CWSIRUCT 6'CURB ONLY(TYPE 6A)PER qtt OF LANE ELSINORE STD RAN 202 &CONSTRUCT 6'CURB AND GUTTER(TYPE 6)PER CITY OF LAKE ELSINORE STD RAN 200 ,._.___ 25 ONSTRUCT 48'RIBBON GUTTER PER DETAIL ON SHEET 11 104+00 105+00 1 +00 N43'42 5,0 00 E 107+00----f-_---1---- --------- ---+------ ---f -- _ -- ----- ti -- -+- z6 ONSTRUCT ADA SIDEWALK RAMP PER DETAILS ON SHEET 10 27 STRUCT 4'THICK POO SIDEWALK PER CITY OF LAKE ELSINORE STD RAN 210 28 STRUCT 0'TC TO 6'TC CURB TRANSITION _... 29 NSTALL SURFACE APPLIED TRUNCATED DOMES PER DETAIL ON SHEET 11 CENTRAL AVENUE &-CONSTRUCT TRASH ENCLOSURE PER ARCHITECTS PLANS I &fROPOSED WHEELSTIW PER ARCHITECT PUNS ----(EX 1S SEER) �..-. ......_- E J__ __ 32 ROPOSED SIGN PER ARCHITECT PLANS 1j _ _ SEE NOTE/i (TYPICAL) 33 STRUCT REDWOOD HEADER PER DETAIL R 10' -- _..__. K (TYPICAL) R�M , W �'4' :I SEE NOTE p 34 STRUCT 6.5'POO/7'AB _ N43'42'5001 R=10' _ -- --- - 35 328 {,� -- yEW gxrek GUTTER .99' _ o� `, � �"'.,� / • KCAL) STRUCT 6'TO 8'CURB TRANSITION ""---- Y A �� 1/ STREET IMPROVEMENT PLANS NL .__ rn. ,y ,,,1 O36--CONSTRUCT 8-CURB ONLY(TYPE 8A)PER CITY OF LAKE ELSINORE STD PLAN 203 '- o 37 SIRUCT 0'TC TO WTC CURB TRANSIDON ' N4T42'50'E m tNw ^(''� 275.25' NEW PER STREET W v `,PR��R 38 STRUCT GRADED SWALE R/W '` r` IMPROVEMENT PLANS _ p A �sF \ O39-CONSTRUCT RETAINING WALL PER SPPNC STD.DWG 618-3 TYPE B.H=6'MAX i N3939'58'E-I ti 3 128 ', I �15'SETBACK w t 29.99 P _ izfia ail, � � � TOP OF 86.15 .1 FS �� 38 TOP OF SLOPE - HP `' TIN (128 NOTE#1 NO CONSTRUCTION OR GRADING WTHIN ---83 - \ I 10'OF THE POLES WTHOUT SCE CLEARANCE 0 -_ r8360 66 ___�3e) i FS FS _. fUTUR€.. 83.14 I W I,( pPoYEWAY .0 83.0, R le� gV I W r, 2, I FUTURE PAD 4 I� GUjI WALL N ��., - z PAD=1284.3 24 N m I w C4 l 83.70.TCql I I 1 W I UA. C4 i 8320 FS 11 1 ull 75 lI� U I It 0 26' 16• � �SFE'E FS - ODC>bNSfEE ,iL F W r�I} 1- Q 3, -� �� I IL 8372 I TOP OF SLOPE 83 22 FS 83.64 23 31 31 (IPo WAY 22 N 84.91 TC !' 85.02 TCi85.15 TC cF,En 85.09 TC �� _� I 164.41 FS g -.11 FS�84.65 IS f 84.59 FS � .� QF 79.50 TC (I _ 83.66 TO - R ` I $ 21 ! 38 79.GO FS ; 83.16 FS I9 A 12 8478 TC / I---I 21 -47 TC - 3 47 84.28 F5 T 7849 R k 7978 FS.. I a"• ^�' 75 / IL' „`�'�' .r i K', ' Si m_ = �10 IT - - - . 22 / - VAPoES' a 8292 TO 83.61 TO //' U92 TC ; .�R 83 81.96 ' _ �J 63.11 FS 83.21 FS 83.42 FS 23 27 T 1x 'tiw„, H C P C 8280 FS ,V 7912 TO �'(i , ��'�" �'Yam' rn Fa _ i 24 7862 FS a� LJ k" S$ Y7,8 23 w 25 °So �611618111 81.93 TC 8202 TC 8i.95 TC 82.81 TC 89 RA TC81.98..�I 3981.43 FS 81.52 FS 81.45 FS 82.31 FS 82.39 FS FS I 4 a - i 1 t d +'T 16' '28' 18 18' 24 16' 18' 2Y 18 `�&`i 'L 16''.. FL �� o � ' 80.53 TO 80.59 TC 80.64TC 80.77 TC _ 81.53 TO 81.61 TC CH SNEEiji 80.03 FS 80.09 FS 80.14 FS 80.27 FS 81.03 FS 81.11 F5- �, 202X Mat I. - <..: $m. mS SI$ #gf r.lY 14'22 22 L . 21 21 7g� 23 ,; c. m L 21 25 F �'fv" 80 77 TC sA' m - # „ 23 •n 23 25 - ( 21 II < $i k R 23 : 7909 7C 79.15 TO 79.18 TO -_ - -78.59 FS 78.65 FS J8.68 FS 7881 FS 21 MATCHLINE - SEE SHEET 9 w 20 0 20 40 Know what's below. scale 1 20' feet o I C11118flbebmyoudN 9Jrj6 rev K/20/17 MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE �� DAVID EVANS CENTRAL PLAZA CITY OF LAKE ELSINORE SHEET APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE ANDASSOCIATES imc. LAWS AND A PERMIT MAY BE ISSUED. c,Yr� 4141 E.Inland Empire Blvd,Suite 250 PARCEL 1-8 OF TPM 37284 O �y`s4\E Roaa BENCH MARK: i Ontario California 91764 SCALE: 1 c Phone:909.481,5750 Fax:909.481.5757 a n CITY OF LAKE ELSINORE BM V a ro z" No.69948^1 z AS SHOWN ON PLANS B-95-55: CHISLED SQUARE ON TOP OF vI 4 +21-17 *E-09/30/18# OF HEADWALL APPROXIMATELY 45' PRECISE GRADING SHEETS EP DE E `t'l �Q SWLY ALONG THE CENTERLINE OF o a BRAD FAGRELL, RCE 920 DATE SUPERVISION OF: q C1V1L DATE: COWER AVENUE AND 45'SWLY TO PLAN FILE No. CITY ENGINEER O'* OF CAL\F THE SOUTHERLY END OF HEADWALL. p CITY OF LAKE ELSINORE GA GUEZ RCE 69948 D TE: ELEV.: 1270.68(NAVD 29) 'o �I GRADING NOTES 21 SIRUCT 3'AC/6'AB OVER COMPACTED SUBGRADE 22 STRUCT 3-AC/9.5-AB OVER COMPACTED SISGRADE ...._..._._.._._.._ 23 STRUCT 6-CURB ONLY(TYPE 6A)PER CITY OF LANE ELSINORE STD PLAN 202 24 STRUCT 6'CURB AND GUTTER(TYPE 6)PER CITY OF LANE ELSINORE STD PLAN 20o ------- 25 SIRUCT 48'RIBBON GUTTER PER DETAIL ON SHEET 11 t04+00 t05+00 1 N tttJ6`E~~ -- 107+Do 28 STRUCT ADA SIDEWALK RAMP PER DETAILS ON SHEET 10 z7 sTRucr 4'TNKX Pcc soEWAItc PER an OF TAME ELSINORE sm PLAN zto ze STRUCT o'TC To 6-TC CURB TRANSITION _... __...._..__....m-. __ --__ _ ._ O29-INSTAL SURFACE APPUED TRUNCATED DOMES PER DETAIL ON SHEET 11 - i CENTRALAVENUESTRUCT TRASH ENCLOSURE PER ARCHITECT'S PLANS I O31-PROPO6ED YMEELS70P PER ARCHITECT PLANS SIGN PER - (EX 15 StMFB)-�� J2 ROPOSED ARCHITECT PLAITS - - _ - SEE #1 ( ) .,� - _-. (33-CONSTRUCT REDWOOD HEADER PER DETAIL ..-.. _�-EN9RdG R/W W -... ^..... SEE NOW/1 34 STRUCT 6.5'PCC/Y AS (rtPlcAC I) STREET -- - -- -N43'42'50"E _ -. fT -- --- i R-10' 83 8 t� 328.99' Q CaN NEW a9re 8 GUTIBt 35 STRUCT 6-TO T CURB TRANSITION ENT PLANS f �� J6 SfRUCT 8'CURB ONLY(TYPE BA)PER CITY OF LAKE ELSINORE STD PLAN 203 TYPICAL o - _. - - .✓.. - �`�'. :. ~`". y, �� 37 SIRUCT O'TC TO 8'TC CURB iRANSIRON _ i' �� N43'42'S0"E r shw t 260.75' sTaF!r r �- �STRUCT GRADED SWALE PROPOSED R/W - IMPROVEMENT PLANS ' ®-CONSTRUCT RETAINING WALL PER SPPWC STD.DWG 618-3 TYPE B,H-6'MAX N43'42 50"E 2113 _ _ tze 15'sETeAaK- - - - - - - - 3 N '42' "E 30 ,17 71 ' - - - - - - -�- - i 22:7' �� / -�m N / l a NOTE#1 I I NO OF THE CTIONPOLES W GRADING PoTHIN LEA 10'OF THE POLES WITHIXJT SCE CLEARANCE ti 7a90 R/NP pAr l a LeFj W W FUTURE PAD 4 w� W � r PAD=1284.3 y 4 C4 iiY s' T-1 I W 7a.2s Fs. 1iV �' 637i. m � I I W 79. 7s1a>G t 1J W j; r� N 7869 Fs 11 31 I F-F ON F W (� ; ; � 31 � ,OP OF z_ , I 23 31 31 1 FUTURE83.14 FS -•'"' IZ - ', RIVEWAY '�'� �' 25 .- - V 8491 TC.� 85.02 TCe5i5 TC "o BS.O91C �`_� I a84 47 FS �LL 8452 FS 84 fi5 FS � 23 84.59 FS. sez 93.66 TC t Q 7 47 TC 347 / k, BG78 TC 8497 iC \/ t 78.47 FS I ! 83.16 1. r $447 FS _y 7952 7C 82.75 � ,n r 107E 84.28 FS 7902 FS, = m 5 3 7.K1`oY. FL / a iE g� 3 tJ 83.21 TC m m`m ,t a277 m of - -- �� 82 42 FS-,2 TC 2 8 4 / 83.61 TC 83.92 TC 33 ^n 81.9083.11 FS 83.71 TC 83.42 FS /J R 83.30 TC 81.96 53.21 FS 27 65x C r 82.80 FS ,£ '- -_. r�' N m `` mm m Fmj 23 25 m 23 m 22 8202 TC 81.95 TC ^I`1 82.19 TC 8281 TC 8289 TC 81.98 11 25 8143 FS ' 81.52 FS .., 81,45 FS 81.69 FS\.� , 82.-FS B239 FS FS ' 23 LL 3 - 22 - ...,.. 16' .28 .. ^,... 18 18' 24 16 m� '18' :!7' i8' mm`18282� I �� t m 21 I m 21If22 21 t _. 3' $'23 ,� 8 23 1 SWEC sm ON 27 80.53 lO 80.59 TC 80.84 7C 8877 TC 81.53 TC m 81.81 TC I J-J 7 - zs eao3 FS 80.os Fs 80.14 FS 80.27 FS, 81.03 FS 81.11 FS 2e I �� o ""•o 2.�2z I , l o w 77 N t • � �� g� o 035% �� ^< 22 z "� eo Rt� .� �- .z7FS 9 PS I � 3 i o 2 a ° 23 } r:23 23 22 1 21 F ,^_..79.09 TC ?� 79.15 is 26 7s.teTG 79.31 TG w� z3 t I FOR a REVISION ONLY: 7885 FS ;78.88 FS 78.81 FS {, 21 DFESS/ DAVID EVANS k ASSOGAIES INC. MATCHLINE - SEE SHEET 9 4141E INLAND EMPIRE BLVD,SUITE 250 N� (909)481-5750 � sf Q 20 0 20 40 a E I(now wn>,r9 below. COF Tw 9' (F' GABRIFL R E. RCE 69948 wwhalbbelooudig ��b 4V 3/8//? DnLYF OATe scale t 20' feet gE MARK REVISIONS EOW DATE APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE DAVID EVANS CENTRAL PLAZA CITY OF LAKE ELSINORE SHEET S APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE ANoASSOCIATESINa. QgKffESS/ SA 'o H REVISED ULTIMATE ROW AND DRIVEWAY ENTRANCE ALONG CENTRAL AVENUE GNR 01/30/18 3"�SK,�B LAWS AND A PERMIT MAY BE ISSUED. 4141 E.Inland Empire Blvd,Suite 250 �Q�D F} Roo BENCH MARK: PARCEL 1-8 OF TPM 37264 a� TOP " Ontario California 91764 '� SCALE: 16 �o Phone:909.481.5750 Fax:909.481.5757 a m�„ CITY OF LAKE ELSINORE BM p a PREPARED UNDER THE(UPERMSION OF: *E o•�99 * AS SHOWN ON PLANS/30/18 OF HEADWALL AP RO�ARTELYY 45' PRECISE GRADING OF SHEETS " SWLY ALONG THE CENTERUNE OF o BRAD FAGRELL, RCE 20 DATE s'y�, CIVIL �P DATE: COWER AVENUE AND 45'SWLY TO PLAN FILE No. CITY ENGINEER OF CALVE THE SOUTHERLY ENO OF HEADWALL w� CITY OF LAKE ELSINORE GABRIEL RODR ( RCE 61941 ELEV.: 1270.68(NAND 29) ' (�d�7 i MATCHLINE - SEE SHEET 7 MATCHLINE - SEE SHEET 8 0.9% ! 22 1 21 I t 21 ,-IT" 25 78.70 ff <I 75.72 FS 76.33 Fs.°, .�-,o - 25 ,,ori, ' LL 22- 21 ',� R'�' °' �'TI o,g 80.77 iC.1 39 I N TC of II ss -._ ' :-ern $$ 180.27 F'S II ; 23 n m 23 'o j n n 23 25 ^^ 23 n 23 ._ 79.09 TC 79.15 TC 79.1E TC 79.31 TC 23 • 21 �65,^^ �_ 76.97 FS 77.14 FS 77.17 FS 77.2s FS - _---- --7859 FS r 7865 FS - y8.fi8 FS 78.81 FS 21 o , ` LL 26 , it,.75.34TC �n 74.84 FL 25 t i�75.39 TC t Y'n t SEE RAM AND DETAIL 2 - r i. 31 31 �!. 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PROPOSED 72'X 142'. n ^ ^ ^ __ _ __._-.- _ .._ m n o' 7316 iC y/ ^ F a Tfi'SO n F - _.. r >, n n n _ ^�'.' FS•.J,, DETENRW BASR1 ,� P2 9' -- _ .,..22 _ 22 iC 208R t 18"so f-'I" .�41 18"SO pi � n n 38 m^ m Lry 23 --- a. d 23 n mnn •' 78.53 TC 26 78.59 TC 23 26 ' N 1278 78.28 TC .T, 7J 34 TC 85R '�^ 78.03 FS 78.09 FS ;78.28 FS - Z "o I 23 76.25 FS i 78.24 :' 78.47 _.. 78.69 --_ .'78.76 m . _..�.,.. ., ..,. _..:... .. .......°, ,',.r'"•". '.-79.15 \ vp I )2.0�.. 8 27 FS _. f5 FS !121. 27 78s7 Tc2"iAlt a -- I Z3Z. I 39 7 r I � _� -. �� I SECTNw 11ETAl /± tl SEE(TW ) 27 I 6-0 ON SNEEF 11 \i MAJORB MAJOR C -' MAJOR Di22 FF= 1278.7 � FF= 1278.9 /127p/ •. FF= 1279.5 Ila1 ,--- PAD=1277.7 __ -PAD=1277.9 PAD=1278.5 1 ) MAJOR A 11 FF= 1278.1 ��► ol 11 PAD=1277.1 ow►wn�worEs f /�� ,,,��,��,,,,� E2 __. �� 79. i - &CONSI"•"T 3"AC/6-AB OVER COMPACTED SUBCRADE 3-AC/III AB OVER COMPACTED SUBGRADE f ,z 2S I ^ @ CONSTRUCT 6-CURB ONLY(TYPE 6A)PER CITY OF LAKE � LT ,. 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'"',. �75.83 m �-'PROPOSED SICK PER ARCHITECT PLANS ! o _ 75.27 TC 75.62 m �--�- _.� 75.35 FS's 76.33 F5 I4.2.IS 75.05 m 74.77 FS r 33 CT REDWOOD HEADER PER DETAIL / E' E-'�' .,.•"' 74 E' -.P�'-_. .. >i P L'2 �' II 78.10 55 FS 23 n."3 23 m Si$ 23 23 ^ 23 Z 5 1 &CONSTRUCT 6 5'PCC Y AB 75.12 FS n�.. 2f I 25_ nn rnJ _j i I STRUCT 6'm 8'CURB TRANSITION a 74.13 TC I IIII i I' ...�I n CONSTRUCT 8-CURB ONLY(TYPE 8A PER CITY OF LAKE I • 0.7 73.63 FS rr'j 3 l""l-ELSNORE$m PLAN 203 -74.59 TC Y. j - (1279) , ! 21 I Io o S7RUCT 0-TC TO W TC CURB TRANSITION 73.59 FS . 23 / I ^ ,� 74.37 TC 75.55 TC I I' I - rn 7810 -/ - ° 74.81 m, 74.37 FS 74.55 FS 75.08 TC i ° y .74 B0 m 6' w •' �. �' '�'L^ '$ I I w °tI rn 38�-CWS7RUCT GRADED SWAIE v .. •v �e-g 1`x 74.31 FS ' p, 74.58 Fs �+ :f 1� 1 b (1270.4'4 _g'ao ei$'• w 2 _7410 FS. 9 •74.18 r _ J III-----��_--- a 2t j .4 I ....c Z CONSTRUCT RETAINING WALL PER SPPWC Sm.DWG 618-3 TYPE B, H=6 MAX �.b If 3 x x 7467 TC._-. 27471 TC 74.9tm 274.95 TC 21 III � :I I � I QI J 1B.SD 74.17 FS 7421 FS vi °p e4 3 , �� 74.12 TC I. 1. t 73.84 Fs m ..:. 7a.97 TIC NOTE 01 oI I 4 y 1274 73.62 FS = _ _ a= 74.30 TC' ;...-.. , {. . �� n n 74.9z Tc `i 7a.a7 Fs / I NO CONSTRUCTION OR GRADING WITHIN - --_- 73.80 FS - 74.42 FS r i." a TC 74.05 TC 34 -- 22 '- 73.55 Fs H 12 F5 n 10'OF THE POLES W1THIXIT SCE CLEARANCE j 4817'48"E <^ J6 n n 73.34 FS 23 rn p 23 s n TE 5 ORM ORA h g f I^ 200R^ I ) .-:.,_.. ,�,� _.........:mm. .__ ,,,.°:.. ,,,,,, .:,_._ n n ,_.. _.n _..._ .._.._ _ __, ,.,,._. __.:._..... ._,... _ - ___ __., __. _... _ ,.. _...._. _ _ •�EXLSTRIG" _ _ 74.64 m I 1 3 -� _ - -- - - - - _.. _- " 'EYJSTRIGP nn ^ _ E%ISRNG PL� ' x �_ ___ -- _ ___ _ _ - - - 2z N43'4212 E % 7414 FL g NN ---_ - 22 -- -- -- - -~� T_-22� - - -- r = � 7zes Tc H 455.86 --- _-- - ---- 7215 FS � fit. ^^ 24 18-SD _.- � n n -1.� -24�^ 7400 FL 0.49R P S _.- 455.36 i S43'42'12"W- . -7275 m NEW PL - 74.20 TC 3: _72.25 TO ' DAWIGHT PROPOSED PLM �-°�..� � �z ® I (1z6973 re) LETT R OF PERMISSION GRADE F SITE V o-GF. DOC MENT NO#52625 3 DATED 11/ /2 ` 1 E: 20 0 20 40 e Know what's below. scale 1"= 20- feet N xx call 819 before you dig 6 6V Y/20/17 � MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE DAVID EVANS CENTRAL PLAZA CITY OF LAKE ELSINORE SHEET APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE OFESS7 9ry WE 141 ASSOCIATE81No. PARCEL 1-8 OF TPM 37284 LAWS AND A PERMIT MAY BE ISSUED. a141E.Inland Empire BNd,Suite250 F� ROO� BENCH MARK:Ontario California 91764 SCALE: `_"m c CITY OF LAKE ELSINORE BM Phone:909.481.5750 Fax:909.481.5757 n l No.9/30/ AS SHOWN ON PLANS 8-95-55: LL APPROXIMATELY SWATS ON ' PRECISE GRADING OF 16 a Exp.Oy/�/18* OF HEADWALL APPROXIMATELY 45' SHEETS BRAD FAGRELL, RC 3920 DATE 11 LgPDE E SUPERVISION OF: ' CIVI ♦ SWLY ALONG THE CENTERLINE OF 9�. EI DATE: COWER AVENUE AND 45'END OF ESWLYADW TO PLAN FILE No. 0 CITY ENGINEER OF CAIV ELEV.THE S07270.68Y(HAVD 29)EADWALL. - CITY OF LAKE ELSINORE G IGUE RCE 6994 D ,��b MATCHLINE - SEE SHEET 7 MATCHLINE - SEE SHEET 8 76.22 76.83 TC t W W °'2 23 22 21 25 v'C al m n TC..17 I 39 7 2- 12 { 21 21 78 70 iF 75.72 FS 76.33 FS aV am25 Y•'�' 23747 T \ 77.75279.18 TC 79.31 TC 75.34 TC $ 76 977.5 77.17FS77.25 IS 26 j 78. 7665 FS . . 78.68 FS 7fl81 FS77 j 78.45 FS 0$SEE RAMP AND DETAIL 2 78.743 'DETAIL 1 F F ON SHEET 1D LL '�F 24 (7fl24 m CJ a 23 n 27,.-.__ I �' :' 75.52 TC 75.78 TC 75.85 TC � ` 77.fifi FS 11.74 FL n m a m 8$ '$ .,. (7280.. .724 TC 5.35 FS -23 a" ? x mF I, F^ Fn 24 I ��F,mm,ram -_ •,3` N x ,,, .Y •-"" 75.28 FS `.... - '77.14 TC 77 54 TC 0.72b �b d75.907C�� 78.131C / : 76.84 FS ' ,7704 FS 77.59 TC r� - E'--L^ 7fl01 TC. 77.12 TC FS 76.72 FL n 7fl08 FS d m.-23 88.62 TC 011 0 S3$ I I ,� 75.69 FS 7fi 44 FS '.,, r m 23 n 23 76.28 TC a 05 78.12 FS `- 0.50X 78.55 T \��' Q, a N>9 I ff ^ nssTc �;,�� - :------ 77.15 FS , 77.63 -- 7806 F5-, 78.57 TC n ____- FS-727 I .. ��d �� I I � �'77.428 CG WW� 0 8.48 TC 0.36%. ..-....� 8.05 C 2 2 39.-. � a 8 ?�6;�� TNLOM 26 77.04 FS R64 m 76.92 FL 7X $ 77.98 FS FL 7801 FS ®sp '"Y92,.� -12-Sp m� ..___ a (✓ : Rn m •'. - ROPOSED 72'X 147 'o'o "•� ,n�',m�' m o. _ _-. n- _-_-_ __ e• .73.16 `, SD n R F 0 ' 3 72.66 FS I DEITTIR�1 BA9 22 r ig• r w 1h1 18'SD ---- - ------- ^� 70 iF g nn mP 76g � N N LL 22 me N .. 78.53 TC 26 7B 59 TC 23 26 23 ^m ' N u 35 m 36 rr',^o n n l 37 26 n is 127 1B.76 TC I 7734 TC �..,, 2.85x n n 78.03 FS 78.09 FS 78.28 FS m m �_4-0.% b 84 F7. f 5 _ 2 - 78.24 7fl47 78 78.76 F569 � 1 �H 1 ..� .. 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(" 72 I I N @-CONSTRUCT 48-RIBBON CUTTER PER DETAIL ON SHEET 11 1 ` ..� i � }g-- �SIRUCT ADA SIDEWALK RAMP PER DETAILS ON SHEET 10 m STRUCT 4'THICK PCC SIDEWALK PER CITY OF LAKE 27 I: 75� x� E ORE STD PL N 210 1 92 ottt 28 STRUCT 0'TC i0 8'TC win TRAN91EON 74 fi5 w 75, EZ �' m - ' INSTAL.SURFACE APPLIED TRUNCATED DOMES PER DETAIL z9 �a,,N,,SHEEr11 75.00 TC 74 o� .Si 75.10 TC 0.49x 75.76 TC ^ n50%^^ i5.89 TC 7 L/-w^SiRUCT TRAY ENCLOSURE PER MCHIIECYS PLANB 74.50 F5. 74.48 FS MF74.90 FS '` `"( 75.2g F - END 31 OPOSED WiEELSTOP PER ARCHITECT PLANS 25 23 \ S- ��" 7539 FS 200X gg�P ~ 21 O �� m 1 ! $ 8 $^ 9 7474 1C `-.rn` 1 -" 117 •� " �5.85 TC 75.93 TC O32--PROPOSED SIGN PFR ARf}IITECT PLANS S $ t x 7 24 Fs == ' '•-- ..78.z7 TC 7551 TC .. _.-. u°4 8'--- S FS ' 1 75. 1C 74.77 FS ._._ H E2 REDWOOD HEADER PER DETAIL f ' 7fl10 � " H(< ( 7455 -,�'�' .-L'..- 75.OI F5 �'�" �H L^ H�"$13% f.^ lJ-`""""^""' 23 H 23 S,- 9,," T3 N a 21 '�� 13 .r& n 23...T vi ui � �--CONSTRUCT 6.5'POO/7-AB nn nti �n n n n 7535 F nn 25 .capp10 {4 / 74 _- __ _I `•"".•' .. -�..+.✓„� 'I !O$-CONSTRUCT 6'70 B'CURB 7RANBITKIN a0I4 }{lt 74 f0 �T 4n 74.13 TC - -_ II(,' CONSTRUCT W CURB ONLY(TYPE SA)PER Dtt OF LAKE y OJ 73.63 FS ELSINORE STD PLAN 203 o { _ Stt 1 l 1 �1268� . ,"� ." ,... 74.09 FPS a L'L' n ",� 74.87 TC (1279) 75.°5 TC I 21 of o ! 37 STRUCT 0'TC T°0'TC CURB TRAN9RON 1 °oo° $ 34 .•-�� 1 23 ry - 75.05 FS 75.08 TC I rn I A 73.59 74.81 TC 74.37 FS o LL * ;� .o 78.10 - .. �. x d' ®-CONSTRUCT GRADED SWALE i m ,^7480 ®' -r � 74.31 FS g' 74.58 FS �� I�� 74.37 .'7 1 1C T. .vim / 23 ^..T3 .. 21 '. ,�.. >o�� CONSIRUCT RETAWING WALL PER SPPNC SiD.DWG 618-3 TYPE B. it 6�n h n fJ If 23 x x a .. �Z� H=6'MAX I / G 2/ 74. FS 4.19 F 74.39 FS 74..3 6.5' QtJ ' 18 SD 73.80 TC 74.50 TC 04 T �4.19 TS ,,.- 74Q 2t m o � N7293 FS 73.83 FS 27 . •FS j t \ / �+ 23 1 23 .z -Hm �-I 74.34 TC m }f _ 74.89 TC O21 35 .'741z TC ` /'1 -� 73.84 FS $��'.' '74.97 iC- - -r NOTE#1 ..f 1274 r1 f 73,62 FS a� `•. 74.30 TC ..w 74 92 TC T' "'". • \.�" ,. sty- _.... 73.80 Fs n n n n- 7<42 Fs --74.a7 Fs _ i< m NO CONSTRUCTION OR GRADING NTHIN - :7a.05 rc a .' I - � 73.4a Tc _.U m 3a '� �� -. - -- �� "� " - � _,.. . zz � 10'OF THE PIXES NTHWT SCE CLEARANCE I ( 46 17'48 W F 72.77 FS 73.55 FS ,-4 £." I. `t 1 �^ 23 a, Q M 23 .-, SITE'TORN DRAIN - 2-00%^ o 0 ' m. n _ ^ EXISRNGd L ^ n n ^^ (I IXISRNG PL ''_ C 1 EXISTING PL 7464 T I ^^ 86 - - .. _ .�. 74 t 4 F _. o N43'42'12"E�m LL j �n mm �Ns 455. 2231 71. iC- 050% �I , „ ' o I 71.15F5 2a a'sa t N43 4212 E 7400 FLgO Fl- ' 72.74 TC NEW PL 7-0 70 iC w 7724 TG FOR I REVISION ONLY: PROPOSED PL 73 70-G r Y OFESS/ DAVID EVANS&ASSOCIATES INC. O 0 4141 E.INLAND EMPIRE BLVD.SUITE 250 I T ® I LETT R OF PERMISSION GRADE F SITE m , ONTARO,CA 91764 (909)481-5750 o Or C.F. �) DOC MENT NO#52625 3 DATED 11l /2 20 0 20 40 �yj sA o s` Know what's IIEIOW. 9j1I �I�*� cAelaa 3.E RCE 69948 scale 1"= 20' feet a Call811beforeyoudig �' ��b 1b�/ 3/8 /!S DATEa MARK REVISIONS EOW DATE APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE DAVID E1/ANti CENTRAL PLAZA CITY OF LAKE ELSINORE SHEET gm APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE ESS/q 9A LAWS AND A PERMIT MAY BE ISSUED. JW` ��AS80CIAT,.H LNG. Q PARCEL 1-a OF tYM J7294 a t REVISED TC ELEVATION,REVISED DOOR LOCATION FOR MAJOR B AND SO REVISION FROM GNR Ot/30/18 3-/S O 4t4tE.InlemlEmpireBivd,SUNe250 �� ROOK BENCH MARK: iN RISER TO HEADWALL,REVISED FLOW THROUGH PLANTER LAYOUT,REVISED COLLIER DRIVEWA Ontario C110f Fie 909. y m SCALE: 8-9CITY OF LAKE ELSINORE SQUARE R 16 a o Phone:909.481.5750 Fez 909.481.5757 �� N� AS SHOWN ON PLANS a-95-55: CH SLED SWARE ON TO OF � n C O No.69948 OF HEADWALL APPROXIMATELY 45' PRECISE GRADING SHEETS PREPARED UNDER SUPERVISION OF: *Exp.09/30/18} SWLY ALONG THE CENTERLINE OF Eu�, BRAD FAGRELL, RCfj4,3920 DATE 9� CIVIL �e DATE: COWER AVENUE AND 45'SWLY TO PLAN FILE No. d CITY ENGINEER CAI;\F THE SIX270.6 Y END OF HEADWALL CITY OF LAKE ELSINORE GABRIEL'R UEZ RC 69948 ELEV.: 1z7osa(NAw z9) 27 PAD 2 1 a 1zn.6s 12W TC 23 36 S 37 .°°„ O O eb 29 n N N ro...O�Op 100�pOp�O ppp�00, pp��00�Op 12W FS 27. t p)p0Op O00pOop000 oc)oU JOooOOp00po OOp�00p00�O r 279.37 f. 32 TO 7 127A43 OOx0•Gf. b b ^ 12� 04 TO 28 O / N' 27 /� '2j 7T59 FS 12�.74 FS 79.5728 1279.07 �'' 14% 279.35 FS 0•CF, 1 28 TC / F FS 1279.35 TO yJ 127&85 FS 23 i O ( % 000p --. _ 7 -z3 za t i -...z3, LL ,--(' I 127&20 TC 1 ETC O 23 Q 8_ g.J 8 4/ 8 I ,I 1277.70 FS Fs d b i 31 MAJOR A 0 23 I 32 nCURB RAMP DETAIL R1 26 URB RAMP DETAIL R2 26 CURB RAMP DETAIL R8 ins�sFros 23 27&16roF T2n.66 FS SCALE t•=5' SCALE 1•=5' SCALE:1•=5 7 Fs z4 72.94 FS 2,2 N w r O. 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FS 127&1 ' ° - 1275.69 FS 24 CONSTRUCT 6•CURB AND CUTTER(TYPE 6)PER CITY OF LAKE ELSINORE STD PLAN 200 32 PROPOSED SIGN PER ARCHITECT PLANS - 1 �.7C "- O O O M MEN PER - 1275.9 FS o O p ITECT LANS 1,2 27 i• /'� - t2 t.�FS o °°o / 046g y 29 / 28 CONSTRUCT ADA SIDEWALK RAMP PER DETAILS ON SHEET 10 o--CONSTRUCT 8•CURB ONLY(TYPE 8A)PER CITY OF LAKE E MORE STD PLAN 203 a 1275.77 osos ' 1z7&5a TC a O p o - 27 CONSTRUCT 4•THICK POC SIDEWALK PER CITY OF LAKE ELSINORE STD PLAN 210 37 CONSTRUCT V TC TO 8•TC CURB TRANSITION 31 -� 127&08 FS ¢ o°o o 7&11 TC 2 Agl 8 17&61 Fs za CONSTRUCT 0•TC TO 67 TC CURB TRANSITION °o R TC o ° � ,zTs• c 1274---- ,27& 1278.30 TO 2.3 1278.92 FS.a2 ro I. 94A 23 12n.80 FS '277 w r 127&48 TC 1273.16 1 1272.66 � � �$ r 1277.98 FS r 23 nCURB RAMP DETAIL R5 8 ADA SIDEWALK DETAIL 4 `a 0�o = scA E r=1D c o0 o0 E o° o - --- Z127&38ro 1. 127&16 TC T 127&29 TC 1277.88 FS -._-- 1277.66 FS 23 1277.79 FS i o om 29 E pU Sn Know wharsbelow. q� DETAIL 3 g$ �18flbihomyoudig N�ily� `{ 17 0 MARK REVISIONS APPR. 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RCE 89918 1 NYG �/I 3�'�� SCALE 1•=5 0� gi MARK REVISIONS EOW DATE APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE DAVID EVANS CENTRAL PLAZA CITY OF LAKE ELSINORE SHEET o� APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE UP ANDASSOCIATE51Ae. �tlFEss/q 10A �N LAWS AND A PERMIT MAY BE ISSUED. ROD PARCEL 1-B OF 1PM 37284 T ADDED DETAIL FOR R3&R4 GNR 01/30/18 3-�fr/g 4t41 E.Inland Empire Blvd,Sane 250 R SCALE: BENCH MARK: oMade California 9,75a 16 °j m CITY OF LAKE ELSINORE SQUARE BM n Phone:909.481.5750 Fax:909.481.5757 �i '�• -,n/ �'�No.69948"m' AS SHOWN ON PLANS 8-95-55: CH SLED SWATS ON TO PRECISE GRADING E b PREPARED UNDER TIE SUPERVISION OF: *Exp.o9/30/18* OF HEADWALL APPROXIMATELY 45' OF SHEETS GIVIL ` SWLY ALONG THE CENTERLINE OF o v BRAD FAORELL, R 43920 DATE 9�: tP DATE: COWER AVENUE AND 45'SWLY TO DETAILS FILE No. CITY ENGINEER " (8 OF CALVE THE SOUTHERLY END OF HEADWALL. , mo CITY OF LAKE ELSINORE GABRIEL ROD UEZ RCE 69948 D ELEV.: 1270.68(NAVO 29) /' 0 .o 0 i PROPOSED PROPOSED R/W R/W NEW STREET IMPROVEMENTS VARIES PROPOSED R/W NEW STREET IMPROVEMENTS 17,gg' PER SEPARATE PLANS 2' NEW STREET IMPROVEMENTS 15 12' g' W PER SEPARATE PLANS 2, 23 PER SEPARATE PLANS FUTURE 4.5' 4.5' VARIES 6.5' VP'" 21 2� � DRIVEWAY Fl1NRE Fl11URE FUTURE 61'TO STREET S 8' 1 2' PAD Z g W PROP.RET.WALL y0�',VpYI / Y PROP.SIDEWALK lT� \ -- § 61'70 STREET n{ g r LANDSCAPE SIOEWAIK FUTURE 4.SS --� _ PAD 1 CURB @ WTRA FUTURE - 9cewux — — 2' a �� _ �/ 'n�LX�.�v curre @ cur,ER 9oe�wx z�1��_ m ,,, � �u(�) __ � — CURB @ GUTTER FUTUREFUTURE CURB �,a - - 1= -i'�i C=i'[ 7 - - GRAM SWALE I SECTION A-A SECTION B-B I SECTION' SOME:r-s SCAUE:1*=5' f F F PROPOSED 1 R/W NEW STREET IMPROVEMENTS ZO' 12' PROPogm PROPOSED PER SEPARATE PLANS - FUTURE R/W R/W DRIVEWAY SiREEr IM s T8.7S if § FUTURE PER FUTURE 7-61.TO STREET¢ Ir I z v 2' PAD 4 FUTURE VARIES VARIES r z VARIES r DWEAWY PAD 3 $ u p,R,) PAD 4 1 s1'ro STREET E e — ` 2%(MRO --- B lmff T §rE GURB @ GUT 9oEYMREix MAX o - _ - - GRADED SWALEI�__----- FUTURE FUTURE _ GRADED SWALE y '"-.-. -......•, .m m. .. 1 PROPOSED I�TABIWG WALL CUED @ GUTTER 9DDNAl1( i ii I � 1 I EXISla1G SIIPFACE SECTION F-F SECTION D-D SECTION E-E 1_5 SCAM-I'=5' SCALe:r=5' - EX EX PROP EX CALTRANS CALTRANS PL RL R/W R/W 6T 6.5v 1-15 2' 15' 6.5v ON RAMP I I I 6.5' 16' 28 4' 14' 4.5' 2' I I I 4' 14' 4.5' 2' / \ DAYLIGHT�4� � EXISTING SURFACE24 2) 23 24 21 IIg� 22 25 21 24 2 I �7'yI / \ 'A. I � \ / I EXISTING SURFACE / lEF1ER OF PERIVGN TO GRADE \\� EXISTING STOPPAGE OFF9TE DOCUMENT NI 528. - \ \ DATED 11/23/2016 ( I \ SECTION G-G ! ! I SCAtE:NTS - SECTION N-N SECTION JAI I SCALE:1•=5' SCALEI"=5 ONLY R/W ONLY APPROVED DSA-AC DETECTABLE WARNING PRGUUDCTS(TRUNCATED CONSTRUCTION NOTES 15'SETBACK 12" VARIES 27'-60' 12" 7' 48" DOMES)AND DIRECTIONAL SURFACES SHALL BE INSTALLED AS PROVIDED IN THE 21 CONSTRUCT 3"AC/6"AB OVER COMPACTED SUBGRADE BIO-TREATMENT FACILITY 24" 24- CAL FORMA CODE OF REGULATIONS(CCR)TITLE 24,PART 1,ARTICLES 2,3 AND .... v 6.33' MAJOR A 4.REFER TO OCR TITLE 24,PART 12,CHAPTERS 12-11A AND B-102.FOR LJ CONSTRUCT 3"AC/9V AB OVER COMPACTED SUBGRADE 1277.95 TW SIDEWALK BUILDING AND FACIUTY ACCESS SPECIFICATIONS FOR PRODUCT APPROVAL FIX2 b PROPOSED RETAINING WALL FF=1278,10 TYP 2"CLR. CLASS 560-C 3250 DETECTABLE WARNING PRODUCTS AND DIRECTIONAL SURFACES[CBC 11338.8.5] 23 CONSTRUCT 6"CURB ONLY(TYPE 6A)PER CITY OF LAKE ELSINORE STD PLAN 202 (SEE PRECISE / //%/ /, 1 1/2" 1/4"LIP a 1272.50 TW 3"MULCH GRADING rill 6"PCC DOMED TILL 24 CONSTRUCT 6"CURB AND GUTTER(TYPE 6)PER CITY OF LAKE ELSINORE STD PLAN 200 (TYp) 1269.75 FG PLANS) °rTE caLssrAxT OINFN90N b e- (TV) y RECESS BASE eLTxE6x 1.a m PAVEMENT FINISHED GRADE 25 CONSTRUCT 48"RIBBON GUTTER PER DETAIL ON SHEET ii COLLIER AVE r F _,.v., io ELEVATION w J '�tti�,�,'•T.E 4'�„ing� .3.., ,r -. ,.��,t, _. s"��-.9 ,1 C' ,;d f FILTER FABRIC(TIP) '' .. "�yVu r s eASE? N ®—CONSTRUCT ADA SIDEWALK RAMP PER DETAILS ON SHEET 10 a1'T w; t "4* 'Tu 'Frn',+`. MIRAFI 16ON v +::¢a tr a .,... .a ,u PER„PLAN.>:o ................. 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MINIMUM INFILTRATION RATE 5'PER HOUR 1274.50 TF 3-p4 REBARS OO OO OO OO �-CONSTRUCT TRASH ENCLOSURE PER ARCWIECYS PLANS q (TYP) 1266.00 BASIN IE PROPOSED RETAINING WALL PER O O O o—CONSTRUCT RETAINING WALL PER SPPWC STD,DWG 618-3 TYPE B.H=6'MAX ARCHITECT'S PLANS AND SEPARATE 48"RIBBON GUTTER DETAIL PERMIT THROUGH BUILDING SAFETY ZrJ NTS .45".AT TOP UNDERGROUND DETENTION BASIN i @ SECTION I-I Y AT BASE SCALENTS w SCALE:1"-5• <E TRUNCATED DOMES DETAIL g Know what's below. 29 "� �,� Call8tl boforeyou dig Q0 6 V H/zo/1 ►7 1 0 MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE DAVID EVANS CENTRAL PLAZA CITY OF LAKE ELSINORE o^ APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE OFESSI SHEET ar 141 ASSOCIATES INC.250YR R PARCEL 1-8 OF TPM 37284 n� LAWS AND A PERMIT MAY BE ISSUED. 4141 E.Inland Empire Blvd,Suite 250 �4,V. °0q� BENCH MARK: /_. Ontario California 91764 Phone:909.481.5750 Fax:909.481.5757 y m SCALE: CITY OF LAKE ELSINORE S R a `cy"No.69948 �' AS SHOWN ON PLANS B-95-55: CHISLED SQUARE ON TOP PRECISE GRADING OF 16 a �//� ,1 }Exp.09/30/18* OF HEADWALL APPROXIMATELY 45' SHEETS F-Lw`C! L `7� SWLY ALONG THE CENTERUNE OF CROSS-SECTIONS & v BRAD FAGRELL, RCE03920 DATE P ER E SUPERVISION OF: 'q, CIVR `p DATE: COWER AVENUE AND 45'SWLY To FILE No. v CITY ENGINEER -1�4��If� CA4\E THE SOUTHERLY END OF HEADWALL. DETAILS CITY OF LAKE ELSINORE GABRIEL RO GUE - RCE 69948 D ELEV.: 1270.88(NAND 29) ' I .o PROPOSED AT PROPOSED R/W PROPOSED RIW NEW STREET IMPROVENN TS VARIES R/W NEW STREET IMPROVEMENTS 17.59' 2' 12' PER SEPARATE PLANS VARIES 6.5, 23 PER SEPARAIE PLANS DRIVE-THIRU LANE 4.5' 4_1' 2' LANDSCAPE 61'TO STREET 2' PROP.REL WALL ojA Lo!_ 9 PAD 1 12 PAD 2 PER SEPARATE PLANS NEW STREET IMPROVEMENTS 12' S-TURE 2' 61'TO STREET FUTURE IDEWALK— in PROP.9 2' . T7 an&GUTTER 2x(MIN) r-7 Fr--ri 92 2' 'k CURB&GUTTER �K f777, '777/7� FUTURE TURE FUTURE PROPOSED CURB CURB&GNUTTER m CURB&GUTTERJ SECTION A-A SECTION B-B SECTION C-C SCALE:1'-5, SCAM'I*-S' SCALF'I*=5' PROPOSED R/W NEW STREET IMPROVEMENTS 20' 12, PROPOSED PROPOSED PER SEPARATE PLANS FUTURE R/W R/W DRIVEWAY NEW STREET IMPROVEMEN 16.7S 12' FUTURE 7-61'TO SIREET t FUTURE FUTURE VARIES VARIES 2** PER SEPARATE PLANS FU RE 8! 2' VARIES PAD 4 PAD 4 !q VARIES DRIVEWAY PAD 3 2!1 2�WI 61'To STREET q B, 21<(-) - "Ir -71-- /- TUBE L —------- 100% iT[� 12 CURB&FUTURE FU _71T '\o GUTTER DEWALK ...... GRADED SWU L ------GRADED SWALE FUTURE FUTURE PROPOSED RETAINING WALL--,, CURB 8:GUTTER SIDEWALX rT �zT(-'-"3" _"�_nJ _`.�....�.�' I ,.. ( SECTION F-F EXISTING SURFACESECTION SECTION D-D SECTION E-E SCALE I"-5' SCALE:'1'-5! EX PROP EX EX CALTRANS PL PL CALTRANS loo'� R o� R/W 6.56 1-15 2' 15, 6.50' ON RAMP I I 1 5.5, 4' 14' 4.5' 2' 14! 4.5' 2' 1 16' 28 DAYLIGHT TO 24 1 _L Z W Do 2' SING SURFACE 22 24 24 25 i P,25 t I EXISTING SURFACE LETTER OF PERMISSION 70 GRNOE ExisTiNG SURFACE OFFSTE DOCUMENT NOI 2563 FOR REVISION ONLY: PROP.SO DATED 11/23/2016526 HEADWALL(SEE QttipFESSt E DAVID EVANS&ASSOCIATES INC. 4141 E.INLAND EMPIRE BLVD,SUITE 250 x x ONTARIO.CA 91764 SECTION G-G (909)481-5750 SCALE.NTS SECTION H-H SECTION i-i • PROP.CONORTETTE P SCALE-.I'-5! SCALE,1"=5' OF cpx.\f grTatwW ROE 69M NOTE: R/W ONLY APPROVED DSA-AC DETECTABLE WARNING PRODUDOIS(TRUNCATED CONSTRUCTION NOTES 15'SETBACK 12' VARIES 27'-60' 12" 7' 48" DOMES)AND DIRECTIONAL SURFACES SHALL BE INSTALLED AS PROVIDED IN THE 21 CALIFORNIA CODE OF REGULATIONS(CCR)TITLE 24,PART 1,ARTICLES 2,3 AND CONSTRUCT r AC 6"AS OVER COMPACTED SUBGRADE BIO-TREATMENT FACIIJ 6.33' 24" 24" 4.REFER TO TITLE 24,PART 12,CHAPTERS 12-11A AND B-102,FOR 22 CONSTRUCT Y AC 9.5'AB OVER COMPACTED SUBGRADE MAJOR A BUILDING AND CFARCI TY ACCESS SPECIFICATIONS FOR PRODUCT APPROVAL FOR 1278.01 TW SIDEWALK FF=1278.10 2"CLR. CLASS 560-C-3250 U RETAINING WALL TYP. CONSTRUCT 6'CURB ONLY(TYPE 6A)PER CITY OF LAKE ELSINORE STD PLAN 202 8 ,1RO10111 DETECTABLE WARNING PRODUCTS AND DIRECTIONAL SURFACES.[CBC 1133B.B.51 (SEE PRECISE 1 1/2' 1/4'LIP 1272.50 TW 3*MULCH GRADING 6"PCC DOMED TILE CONSTRUCT 6'CAB AND GUTTER(TYPE 6)PER CITY OF LAKE ELSINORE STD PLAN 200 T ME SITANT 110" 2' YP) 1269 75 FG PLANS) RECESS 1.6r TO 235 PAVEMENT FINISHED GRADE(TYP-) ELEVATION G CONSTRUCT 48!RIBBON GUTTER PER DETAIL ON SHEET 11 r T10 LEVATION 'I TE Ifid PER PLAN CONSTRUCT ADA SIDEWALK RAMP PER DETAILS ON SHEET 10 JS� rMILR A/1'1 COLLIEFR AVE T' 1�G ' 77 "L M RAI N T CONSTRUCT 4-THICK POC SIDEWALK PER CITY OF LAKE ELSINORE STD PLAN 0 21 PROPOSED RETAINING WALL PER @ @ @ L2 1266.00 TFM[N 1 1 SURROUNDING PROPOSED RETAINING WALL PER -=I 1 F�_ SURROUNDI @ @ @ @ @ Q c'I CONSTRUCT 0"TC TO 6'TC CURB TRANSITION ARCHITECT'S PLANS AND SEPARATE PEDESTRIANPERMIT THROUGH BUILDING SAFETY is HITEGP$PLANS AND SEPARATE v Hr" 5:1 SLOPE SURFACE C PERMIT THROUGH BUILDING SA INSTALL SURFACE APPLIED TRUNCATED DOMES PER DETAIL ON SHEET 11 SAFETY TYP,SECTION @ @��@ @ @ 1 GRAVELFOR UNDERDRAIN LAYOUT �_�� 6"x6*,#lOx#10 W.W.M. CONSTRUCT TRASH ENCLOSURE PER ARCHITECTS PLANS 2 LAYER 3- REBARS @ @ @ @ @ MATERIAL SUCH AS COMPOST 30"UNIFORM MIX OF SAND ANO ORGANIC (AASHTO#57 STONE),TYP. @ @ CONSTRUCT RETAINING WALL PER SPPWC STD.DWG 618-3 TYPE B,H--6'MAX 11 MINIMUM INFILTRATION RATE 5"PER HOUR 1266.00 BASIN IE 25 48"RIBBON GUTTER DETAIL 1-1 45"AT TOP UNDERGROUND DETENTION BASIN ASECTION 9"AT BASE SCAUENTSoSCALE.1'=5' Q E Knowwhat ,,jRUNCATED DOMES DETAIL 's below. Cilletibeforepudig ov 3/71//y MARK REVISIONS EOW DATE APPIR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE IDAVID EVANS CENTRAL PLAZA CITY OF LAKE ELSINORE SHEET APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE AND 11A I ASSOCIATES mme. ESSt REVISED SECTION B-B,G-G AND 1-1 GNR 01/30/18 LAWS AND A PERMIT MAY BE ISSUED. 4141 E.Inland Empim Blvd,Sufte 250 RODSCALE: BENCH MARK: PARCEL 1-8 OF TPM 37284iN Ontario California 91764 CITY OF LAKE ELSINORE SM 16 Ph ne:909.481.5750 Fax:909.481.5757 B-95-55; CHISLED SQUARE ON TOP PRECISE GRADING AS SHOWN ON PLANS of N..69948 OF HEADWALL APPROXIMATELY 45' SHEETS 61 3-19-4 PREPARED UNDER THE SUPERVISION OF: E.,09/30/18 SWLY ALONG THE CENTERLINE OF CROSS-SECTIONS BRAD FAGRELL, RCE(43920 DATE DATE: COLLIER AVENUE AND 45'SWLY TO FILE No. THE SOUTHERLY END OF HEADWALL. V, qlF - CITY ENGINEER p C �___ __ Al ELEV.: 1270.68(NAND 29) DETAILS TY OF LAKE ELSINORE GA13HILL HOLAHEUEL Lt - Rut 69948 1 DI __ I I AI- 1` CONSTRUCTION NOTES (D-INSTALL 12'HOPE STORM DRAIN PIPE(ADS OR APPROVED EQUAL) - 62 INSTALL 8"HOPE STORM DRAIN PIPE(ADS OR APPROVED EQUAL) - 12' BIO VTR IES 18 T FACILITY 12I 63 INSTALL 18"HOPE STORM GRAIN PIPE(ADS OR APPROVED EQUAL) I POINT ID IE ELEVATION POINT ID IE ELEVATION 64 INSTALL 24'HOPE STORM DRAIN PIPE(ADS OR APPROVED EQUAL) 65 INSTALL SO MANHOLE NOA PER RCFC DWG./MH251 A 1269.75 L 1266.64 86 INSTALL GRATED INLET(SEE PLAN FOR SILNG),JENSEN PRECAST OR APPROVED EQUAL 4'X4'DROP IN T 4'X4'BUBBLER P INLET B 1269.75 M 1266.92 69 TG=1270.10,IE=7660.00 1269.75 FG(TYP.) TG=1270.10,IE=1660.10 69 C 1269.75 N 1267.02 67 INSTALL CURB INLET PER CITY OF LAKE ELSINORE STD PLAN 302A - D 1266.02 O 1266.10 se NsiALL 30'HOPE STORM DRAIN PIPE(ABS OR APPROVED EQUu) 4h�1i°1`" '' j $' lanii- ',,' `tr FILTER FABRIC(TYP) E 1266.02 P 7266.10 PROPOSED 30"OUTLET .,-y'1 h wT �T�b. �' `k ">"�'w MIRAFI 116ON F .266.16 69 CONSTRUCT 4X4'DROP INLET(JENSEN PRECAST OR APPROVED EQUAL) ."`� G 1266.11 a-CONSTRUCT STORMGATE OUTLET STRUCTURE PER DETAIL ON SHEET 14 1266.00 BASIN IE PROPOSED 18°INLET H 1266.06 6"PERFORATED PIPE(TYP) I 1266.11 NOTES AT 0.5%MIN PR OF -°OPENING TYPI AL J 1266.18 FOR PLANTER BOX DETAIL SEE ONDE 1 2 C SECTION I-1 ONSH�11 PROFILE 4PLACES A7 CORNERS K 1266.40 I NOT TO SCALE min I i BoPP z I U �8 c I O.SX OSED 18"INLET I X ' ( PROPOSED 30'OUTLET t ----- - - ----- - - --- --- - 0.5% �? oQ --- - - --- --- - ----- --- - - -�_., I. S - - ' $ _ _ _ _ _ _ PROPOSED 18"INLET of I` -- PROPOSED 12"INLET ( PLAN _. . - t I I PROPOSED DETENTION BASIN/VAULT NOT TO SCALE - - _ PER DETAIL HEREON AND ON SHEET 11 142'x72' I. BIORETENTION UNDERDRAIN DETAIL I �LLwa Was 'I 86 ® [ _ 4W6 I a6 f J 67Em I �^ p Y I ew� A■a A•� TI N I � 1 ror�cp r w i O O z (24 OUT)1265.75 IE SIN.. NON Nvv. 1 74.20.. �.a-11 X-ING I I 0 1265.84 IE r"-' _ 8"S =1267.20 TOP SD �o_�z I ✓ .�0 12"SD=1274.15 BOT �� X-LNG I° S - - - ---- - - - - - - ----- - - - 8"SNR=1266.78 TOP I I� � � / -• _18°SD=1273.89 BOT ... O8 ..... .' F-�.a^.,...o... .tee,.:•=...u:.�M a0 as 00 .,..,. I. ".: . ':., `". .h O N O� g•• l d (30°OUT)1266 00 IE PLANTER TOP MEDIA=1269.75 TOP I 1269./0 It (24'IN)1269.75 IE ss ss i o r u ICI III 11/ (12'IN)1269.75 IE 1 I ,rNio3� I I g �} B7 ^ MAJOR A MAJOR 6 MAJOR C MAJOR D z FF= 1278.1 FF= 1278.7 FF= 1278.9 FF= 1279.5 _ x PAD=1277.7 PAD=1277.9 PAD=1278.5 PAD=1277.1 ' PROPOSED BIOTREATMENT SYSTEM o x _., ETAIL(D ON THIS SHEET AND WQMP REPORT)1 20 0 20 40 0 Know what's below. !� \\ scale 1"= 20' feet o CAIMbebeyoedig t VOb COV H/20 /17 10 MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE DAVID EVANS CENTRAL PLAZA CITY OF LAKE ELSINORE SHEET o APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE W- rPhone: Z3AMDASSOCIATES LMD. . QgE6S/q¢ 12 LAWS AND A PERMIT MAY BE ISSUED. 4141 E.Inland Empire Blvd.Suite 250 Q"6V' ROO BENCH MARK: PARCEL 1-8 OF TPM 372BaOntario California 91764 '� � SCALE:909.481.5750 Fax:909.481.5757 a m , CITY OF LAKE ELSINORE BM 1 a 6 ¢'�Na.69948^�z AS SHOWN ON PLANS B-95-55: CHISLED SQUARE ON TOP }Exp.09/30/18 OF a OF HEADWALL APPROXIMATELY 45' STORM DRAIN SHEETS * a -l'Zl-I SLYLY ALONG THE CENTERLINE O E F BRAD FAGRELL, RC 3920 DATE D E SUPERVISION OF: �y CIVIR E��Q DATE: COWER AVENUE AND 45'SWLY TO PLAN (NORTH) FILE No. CITY ENGINEER It 0'CAl.1 THE SOUTHERLY END OF HEADWALL. CITY OF LAKE ELSINORE GA R IGUE •4 RCE 69948 D ELEV.: i270.68(NAND 29) "1 o o� 8 1 1 I PROPOSED BIOTREATMIV ENT SYSTEM MAJOR B MAJOR C MAJOR D ' (DETAIL ON SHEET 12 I � � AND WQMP REPORT) FF— 1278.7 FF= 1278.9 FF= 1279.5 t PAD=1277.7 PAD=1277.9 PAD=1278.5 C r- _, I x MAJOR A h FF= 1278.1 tl PAD=1277.1 I 20'SD EASEMENT I I I PER FINAL MAP/x T6"IN,1266.10 IE - I Ix 1; 1 FW - - - - - - - - - - - - - - - - - - - - - - - - I 63 W I { w w 36"RCP PUBLIC OFFSITE STORM DRAIN 18 HOPE STORM ' ( I (PER SEPARATE PLANS) i` riN� a3 of o: T ) � x yw " .o s lu �x x _ I. V � E:o Ix X k r NOTE: - CONSTRUCTION NOTES 63 INSTALL IS"HOPE STORM DRAIN PIPE(ADS OR APPROVED EQUAL) _ ENGINEEPoNG SOIL MEIA REQUIREMENTS i. GRATED INLET(SEE PLAN FOR SIZING),JENSEN PRECAST OR APPROVED EQUAL THE ENGINEERED SOIL MEDIA SHALL BE COMPRISED OF 85 PERCENT MINERAL COMPONENT 66 STA11 AND 15 PERCENT ORGANIC COMPONENT,BY VOLUME,DRUM MIXED PRIOR TO PLACEMENT.THE MINERAL COMPONENT SHALL BE A CUSS A SANDY LOAM TOPSOIL THAT MEETS THE RANGE 69 STRUCT 04'DROP INLET(JENSEN PRECAST OR APPROVED EQUAL) SPECIRED IN TABLE 1 BELOW.THE ORGANIC COMPONENT SHALL BE NITROGEN STABILIZED - } COMPOST,SUCH THAT NITROGEN DOES NOT LEACH FROM THE MEDIA } rc PERCENT RANGE COMPONENT a 70-BO SAND 15-20 SILT 5-10 CLAY THE TRIP TICKET,OR CERTIFICATE OF COMPLIANCE,SHALL BE MADE AVAILABLE TO THE INSPECTOR TO PROVE THE ENGINEERED MIX MEETS THIS SPECIFICATION. � K Psi 63 ENtlNEERIN•SOl MEDIA REQUIREMENTS m�S GRASSES SHALL BE NATIVE O2 ORNAMENTAL;PREFERABLY ONES THAT DO NOT NEED TO BE MOWED.A 3-INCH DYER OF STANDARD SHREDDED AGED HARDIW70D MULCH SHALL BE V a PLACED AS THE TOP DYER INSIDE THE BIOETENTION FACILITY.THE 6-INCH PONONG DEPTH m I rc IN THE FIGURE ON SHEET 11 SHALL BE MEASURED FROM THE TOP SURFACE OF THE 3-INCH N MULCH LAYER. i I. 20 0 20 40 a scale ) 20• feet Know Wears below. iID ,/7 C1111811balosayoUdig AJQ6 OV N MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE �� DAVID EVANS CENTRAL PLAZA CITY OF LAKE ELSINORE SHEET 13 a APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE p)(Q ANoASSOCIATES INc. PR�Elp�,� !_�jYn'Y`_�1 O 1, ROQ"� BENCH MARK: PARCEL 1-8 of TPM 372e4 LAWS AND A PERMIT MAY BE ISSUED. 474t E.Inland Empire Blvd,Suite 250 .,�'�E R. , SCALE: i�. Ontario California 91764 e a n CITY OF LAKE ELSINORE R Phone:909.481.5750 Fax:909.481.5757 ca i� 8-95-55: CHISLEO SQUARE ON TOP OF a a ^��_�� o: No.69948 AS SHOWN ON PLANS STORM DRAIN SHEETS OF HEADWALL APPROXIMATELY 45' *Exp.09/30/18.k SWLY ALONG THE CENTERDNE OF o o. RED NDE E SUPERVISION OF: �f9 CIVR `P DATE: COWER AVENUE AND 45'SWLY TO PLAN (SOUTH) FILE No. PSI BRAD FAGRELL, RCE 920 DATE Epp CALVE THE SOUTHERLY END OF HEADWALL. o CITY ENGINEER CITY OF LAKE ELSINORE ELEv.: 1270.68(NAND 29) GA 0 EZ " RCE 69948 i I PROPOSED BIOTREATMENT SYSTEM DETAIL ON SHEET 12 MAJOR B MAJOR C MAJOR D ( AND WQMP REPORT) FF= 1278.7 FF= 1278.9 FF= 1279.5 � PAD=1277.7 PAD-1277.9 PAD 1278.5 � I t K r---i 11 H MAJOR A FF= 1278.1 ' f i PAD=1277.1 I{ I _ x 18"IN,1266.10 IE .; I _ I x h ALI I 0 ` __________ _____ ___ _---____ I ! —I .I..I— _ _ _ _ _ _ _ SEPARATE STORY ORA1T 18 HOPE Sf0�11 OR�N�' C w� AO t. x 1� W IXmall x w\ I � � o V Ij o x I I II II II I II�11, (I NOTE: CONSTRUCTION NOTES ENGINEERING SOIL MEDIA REQUIREMENTS i, 63 NSTALL 18'HOPE STORM DRAIN PIPE(ADS OR APPROVED EQUAL) THE ENGINEERED SOIL MEDIA SHALL BE COMPRISED OF 85 PERCENT MINERAL COMPONENT - e6 INSTALL GRATED INLET(SEE PLAN FOR SIZING),JENSEN PRECAST OR APPROVED EQUAL AND 15 PERCENT ORGANIC COMPONENT,BY VOLUME,DRUM MIXED PRIORTO PLACEMENT.THE MINERAL COMPONENT SHALL BE A CLASS A SANDY LOAM TOPSOIL THAT MEETS THE RANGE SPECIFIED IN TABLE 1 BELOW.THE ORGANIC COMPONENT SHALL BE NITROGEN STABILIZED 89 COMS7RUCT 4�X4�DROP INLET(JENSEN PRECAST OR APPROVED EQUAL) o COMPOST,SUCH THAT NITROGEN DOES NOT LEACH FROM THE MEDIA. o PERCENT RANGE COMPONENT 70-80 SAND o 15-20 SILT 2 NO CLAY o THE TRIP nOV,OR CERTIFICATE OF COMPLIANCE,SHALL BE MADE AVAILABLE TO THE U INSPECTOR To PROVE THE ENGINEERED MIX MEETS THIS SPECIFICATION. rn ENI;NEERING SqL MEDIA REQUIREMENTS c`a GRASSES SHALL BE NAOVE OR ORNAMENTAL:PREFERABLY ONES THAT DO NOT NEED TO BE MOWED.A 3-INCH LAYER OF STANDARD SHREDDED AGED HARDWOOD MULCH SHALL BE PLACED AS THE TOP LATER INSIDE THE OIOREIENTION FACILITY.THE 6-NCH PONDNG DEPTH FOR 1 REVISION ONLY: IN THE FIGURE ON SHEET 11 SHALL BE MEASURED FROM THE TOP SURFACE OF THE 3-NCH _ MULCH LAYER. �LOfESSA DAWD EVANS A:ASSOCIATES INC. w 4141 E.INLAND EMPILRE BLVD.SUITE 250 �' 'P ?� ONTARIO,CA 91764 u c+ q (909)481-5750 20 0 20 40 * aE scale _ feet sf9 CIVI �Q a 1"- 2D ee or CALVE ° P.E RCE 69948 E Know what's below. /� — Cal1811beforeyoudig 6, `Ob OV 3/F/l� '� oa MARK REVISIONS EOW DATE APPR, DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE DAVID EVANS CENTRAL PLAZA CITY OF LAKE ELSINORE SHEET a� APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE UP ANDASSOCIATESFND. A 3ASD REVISION FROM RISER TO HEADWALL,SD EASEMENT REMOVED GNR Ql/30/18 3.�.� LAWS AND A PERMIT MAY BE ISSUED. 4141 E.InlandEmplreBlvd,Suits250 .,,� R°0" BENCH MARK: PARCEL 1-8 OF TPM 37284 Ontario CalNomia 91784 SCALE: 1 6 E `_"m m B-9CITY OF LAKE SLED SQUARE R .. Phone:909.481.5750 Fax:909.481.5757 < 8-95-SS: CHISLED SWARE ON 7 a 69948 AS SHOWN ON PLANS OF PREPARED UNDER THE SUPERVISION OF: *Exp.09/30/18* OF HEADWALL APPROXIMATELY a5' STORM DRAIN SHEETS SWLY ALONG THE CENTERUNE OF o a BRAD FAGRELL, R 43920 DATE �___� qj�. CIC \1 DATE: COWER AVENUE AND 45'SWLYEADW TO PLAN (SOUTH) FILE No. 'a, CITY ENGINEER E OF CALOV THE SOUTHERLY END OF HEADWALL 1 CITY OF LAKE ELSINORE GA RILL RO RIGU RCE 69948E: ELEv.: 127D.6a(NAw 29) �� O� J o o` STUB INFORMATION a �;Q +a'"• Dta.M1D > sN• PEGS .11l EAERT .YBreN 1. Ra)O pI FIDUIE PAVEEtM I MVFITF E Q WPBTII AI 1,1•a.N t]Efi.76 2 ORAlIIAM IILtN MY 4 ,b,Q WI'NI/Aa 1,Ir.16 t]E.75 1 B IY MW.FOII DN4E1918 TaYaloH Er OH'9NBAa b.-0. 1 ,.}yC t, RqD OR eO)TOY OF0.DtlLE � STNOAfID 3ECl10N G mIr RYER E1 F. RISER INFORMATION 1. FREE rnAawIO ANaar wAs EA E G j. maE%•-z PARRar=el>f. +a-s"' J G WNIIIUEMOt PIECE RN FIEV. a 8. ORAMeM EOOM6,RgI01EV ,)-e'E' wreulJUE G11 N4W ED TO FR TIE aOTTpI OF PPE. J O Y!r RIBEA E1 ,,al6.ta 1,Ma.Ta Y-Y N OF➢01. DMPlES mN'BIIIJeIFAD GIO YaY RI9e1 FI 1,Tl6.M 1}r.i5 9. CpRECH Cy0ORU6NOMPgVEM DEOTE%1RF REOUeEO,\YRAPPItl Wf 6lllJ(IEAD OE 1REIIf SEIEeAM TOP OMLY. O 4 J G 04'BUl10EM GE ydI j I wY awoEAD O) w'eIxJ0EJI0 aE OP 9mT MR eaT MO BTRAP FO~TM)INEDOINOPREPAMTab OOa 13 elr su.lEw Ofi P111011 TO PIADa10 THE ELLINO,THE FouFIDLr1w YUBTEOONBIaICIEO TOAIIaFdiIMD ii D 1 1 BTANE GIIAOE.NTIE EVENTTMTUNSURABIE FOUOATgN WTEWK.AE ENCOUMEIIm O { pAIE10 EJlf VAl1pl,THEY 9,NlLE RENTED AND e1101101rt MCN TO T1E MADE WRNAFLL O IEK NAJOEADw wTFITNLMAPPRovED 6Y lNE ENGaEER ONCE T,E Fo1e0ATgN PRFPMA1,oNSCOMPLEIE, O 'g � J J jG THEI NL1E90FAwd1-0RMED ORNAAM WIERML YMILENA[SD A{111F aELOW. tW e1Al(IF O! � O 0 G $ I e1r suMEAo w T,E BACJ(FLL WTERL4 91WL E FEEARAwNO MIDaM1 WAeHm srDIE aH•-P PNrtrLE {--meY RpERFt � 813E.WTERNL 9HALLEPIACFD MY-1P MAxaar LFTB.WIERNL SWILE WANED MOTIF � � ; C ii PPE RMJMCIEB eY MFMJB OF 91gJEL-Sl1fMG.ROOOwG.AMTNIEIC YIRATORY ROO.OR OTTER EFFECTNE YETHODB Cp.PAC110N NCONBa]ERED ADEOWTE WIE3I NO FIlRT1ER _ �{ ASSEMBLY § YE DwO OF TNEw NYK BgEA ED UMDB TE CtlPAC)OR,OR UIDER FDO.NOTE REFER Tm ru TEC eAMm aF ccro m { PROJECT ENOIFI:R oa IIm REPIESEMATIVE N sATaFED wrtH nE IETEL rr colrAOrar. 7 SCALE:1-=20' ETTIE COEPACS OVERR THE.YBTP1 s.[%tFE1aIMLLeE PIACFD eUCH TNTTNT tI1EE E 011q FOR BAND WpTH,GIOE.ANp FMTBFJI TYPES. D PIPE STORAGE:18,T75CF NO MORE THMIA TWOLIFT DFFFITEMNL ETWEEN TIE Bt1ES Of ANY PPEMTE BVBTFM ATALL a. 6N06 FOR PPE.NCH AAE TIE 9AME MFOR EAUNAIEIR gNETEA ROUND STRUCTURAL BACKFILL STORAGE:7,505 CF TH MEM PFI0LEB8.EAGTCF4lE 81NLL LEMKENM P TOTAL STORAGE PROVIDED:28,729 CF a. BNOB AE NORNMly FORwsIEo M FalLowe: LOADING:H2OIH25 EOUP1EM UEDroF1ADE MID CORNY T,IE tAA]aILL BILUL EOFAN3 AM TYPE BON NOT 1T TTIlw N•1VECE ro DMTORT.DVMOE,oA DMFIIJ.E TIE PPE.ATTEMgM"T E T61 ro PROMOS- N'TIetlJ ar SEEDS SYSTEM INV•1285.75'4 '$ AOEOINTE Mahar COVFA FORNICII EOUPtENr,MD WMANNO6MANMDLWDar pl All 1F11aw 1M]FECES All RIeEA AMD BTJ♦DeE11910119 AE TO CFIIIERLaIE. PFEB N 11E BY6TBI,IXNIIO AIL!LIEN OPEM110//6. IN P ll/S IHMNED HEREBY APPROVE$THE ATTACHED KL El1NAl1CM.DaEIWpN,MD LOGTY)Ne OF 1. BAIO FA.iEIEM AIE ATTACHED WITH BPOr WElO9,RNETB OR IWIO (>)PAOE6 a1CL1101NO TIIE FOLLOWaq: RgEM MD EIFI.,011811 EVEAFFD eY TIE OTHER KTFNMTE eACNFu WTFIaAL WY E MIDN®DVBOMO OM NR aFECIFIC W9Da. I PIPE STORAGE.1{,77{CF 1'V MIT. ENDEIFFJI Of aEcaro PmR TO FOR OONIXTIONa.REFFA ro TYPICK eAMF1IL DE'rAa FAR WTERIK REdMEO. ♦ • MANAJW PIPE GAGE.1{ lrerc OF FAeRICATpN. a. REN(AIFD AIMAM EAD CORrIWTE1N6 NE NDINNlLY 1-alSxt?. eh __-_._.--.. . NL FRTIgeAM 11EINf011CflENT COEPLY RTTH e. D6EJmIans AlE suaEcr ro INMIFACTURIq ToIERANces. • MIALLT PERFORATED _._b. {AfyPLL . ALL RIaEA`t Aro tILM JAE a%'•%'CORNIxNtgN • DIAl1ETIERER-48 N' • FORSH-ALT2 - 1r TYP. Im imroE �ilaa�nroG Ao�E�a REaAREn. • COEMMGATION-2 V3012 ercoN RAGTOR BACKFILL DETAIL D-12 DIMPLE BAND DETAIL -. auwmrr n PPE tI1o11N DOEe NOT PROVIX EATM SCALE:N.T.S. SCALE:N.T.S. PPE FOn COIaECIE1O T1E.Y8TEN To Ex16TM PPE aR DRMILAOE aTRUClu1E8.STIR 3YeTFAIM ' TYPICAL SECTION VIEW DErAR1DC PROVpEe NOMNK Seer ANDVII OURET ATIBTpER OATS SCALE:N.T.S. FACtfTEB. AOi01Il01ML PIPEPPE MNEE�ED RMbTNEE /�y��I��/��• /y��• REaPamealTYaFTFEcarTrRAcraR. I WNTECI \/M��Wf1 552015-010 �N SYSTEM- +a ow. nv,rmla ..C�'6:�,� /wilyll�RC/�l1• COMM .aaots o,o 015-010 scum �'E CENTRAL RETAIL PLAZA 01F WA B i�/Bc YM�lmsru 552RETAIL .� 1xSIB6 IPE{NN�f0EE111G1�lK OIP OEIBIIO1119986 ....c..rr+..... �•" CENTRAL RETAIL PLAZA LAKE ELSINORE,CA Perforated LAKE ELSINORE,CA Perforated 7 are aevrc oErw►r DN I �' are EMrw oEx I aNSITE DESIGNATION,DETENTION INIVAULT 0 m°'i�oE`iuIm,MRtounenTGE"'"" D REINFORCING TABLE TEAPORMYCODER FIXI ap CpRRIiLT011.WVEroP'YilouFITED 0 B -BEARING 4 ' cONETm=IoNLOAM /M NIOLVNIaR REGEeeEo pp A a REINFORCING PRESSURE ' I r �j RISER (PSF) 'A• c r I co En • �• � b• 1>,r � Ea N w pDEw ,,SOD :- ear rN,r oCHv a,aED FPAAE Mo co.En i _____________ L '0 er.1'r 3T rNroeEw eo C m N MBIOEF WTERNL mCw RIeER -1 b- ms ISOvotEW a.a•0 ` n� r m Ru�1 e�EP o�D� �� am••rr i.am FORTEMPOPARY COM6TRUCTgN VEIafJE LOOS.N1Ex1MMgIMT OF COEPAOTED LOVER WVEREOIAEU OVER CONTRACT(Mi. ma 11'TYP. a EN)"�OE 1510 `1 OIIIIET TIIE TOP OF TIE PPE.THE IEIOHT-0fCWFA 9NML MEET TIE IalIl111r REOUNElIe0881gW'HNTIE TMIE BF101Y. A N' 0. •• _ T1IEUE OF NEAVY COIIBTM1CTgN EQIPaBIT ECFB&TATEB ORFATBI PIEOlECl10N FORTE PPE TNII FNIBI® C YaS SP rNrOLEw 1.aT0 NIFT 6RAOE COVEN Ae11aAa4e FOR NOIIWLIIIDIINAY TRAFFIC. SECTION VIEW \ S ^MsuED 90a sEAwIGCMACITV ---- ` _ __-- �MCIEEa. Aw,�a�De � -'. - ---- - - ---- t658 a n 16110 TLL,80 M A -- EIEIeIlIE1 cooaEEn tm "AA w �- W I.D. WEN wuL 13�3 3.0 2.05 O.0 3.0 NDWJONLL TRY I mB OD. M)a 30 3. .a 1.0 NDIA901ML iNY I 1 RYP.I PIA[FSA 1 II ��( I II I BAR OY►.1 MAQJA ___L.f-_may__ EE MDTET 1 yr_Y �____1 I )S1]e e0 O.8 ID A.0 {E MO1S 1. 4 _ _-� mayyy,, 1aF1N SS E0 4.5 15 1/Ie11r COVERWYVARY.OFJ+FJJnaID ON LOCK CONdiI(a16.THE LONIRADTOa MUST PIIOve1EnEAiJpTAN•L f---II 'µ II l II 11 I PLANVM SECTION A-A � cove R[OIIYED TO Avon DFNAOE TO TE MPS.IIa1eaAA COVERMISJaIAED FROM TIE TOP OF THE PPE ro 1 �` �8.� ) I\---� -g" TETOP Of TE WMMED CONBTRUCTM]N ROADWAY Bl1RFACE. L :jjI �W � �� J L ,.x�_ IO ;�, A,G'+i� I • ,I J 0sQ I �111 $ CONSTRUCTION LOADING DIAGRAM ! l }w�,y- `•�iJ Q SCALE:N.T.S. crun oPFJNgN -- _A ' TI_ PIEo is I I (I 1 COHTMCTMTOOROUITO co ll W '�I RN E-taTa.N' J � �__ _m � EIED GRADE ,() � 91.ee FOR II ` I A :rt II tlltlalfT I II ~ U 4ial0 II T I I II -��`-• • ' IpreD Mp CONTEfA1 TO PROVIDE ././ LOIrT OEBCMPTION wBTALLEO BY F Z 1 II X I H GRADE RND6MMEIp �' Q of u) NIEw6r1EO SAR a ____yl L_ J RIPLAL9l/Ir, 1 - p 0 �\ �NolEt. R -� OP Oi 9Y8 FY b'.b'LOWFAWOEF fEP AIEWT YOR FNZ CONTRACfp }N�� I 1 F HAIQa1G AlO A6EJlLT ER IIOTEE! I ii 1 5p -= I F1FV.1a)1JR a STEP..PIOCIt,IANEIMER.m EgIN. CONTECH m Try w QQa + srAlesvo BTAIM110 A -..-. , EMANT FOR JaINT.I.T'PREGSfFR) GbJIRK:iW Z w I, THIS ePECFIGTpN LIOVERa TE INMIFACIINE AIO 9MML E N ALCOIIOMICE W?R ECdeEMAlgNe OF T,E EaFOtCa1D. E.EORfIr. E F ,,.AN w� I �I IIMTM1AT1011a TI1E CORNIIwlE0aT3L PPE ICEI MTAEl31IR MTEIML CORMNiATED aiEF1 PIPE A.90CNTION PAAPA) eEE TAaIE EE TIrE a 1PLC ORMERNgaMI®{a CpITRACttIR - Z TIE PNOJECT PlANB. WTALLATM A aroAeB WEN + I � y ROUND OPTION PLAN VIEW SQUARE OPTION PLAN VIEW E e ------ _ �Af v TIE KlI11a11gD TYPE I BIEEL Odl9 aMM1 CONFORM TOTE BPECFIUTpNa FOR NdMAY MOOE9,BECT,OI17a O)VIBIM 11 NOTEB: aN.EIEV.taETs 1. CONR(]I�TO FRONDS KL wreRNL6 UIaEE NOTED O111F111NE. ❑ 1 alh4 APPLICANE REOUeEAlENT6 Di AAEMO Ma11OA MTY A6IE. dI AeTM AreEAIq MCONFOI.WICJ:WRN TIE PROEC)PWN ANDePECFIGTgNe.FTIEE AE Nw NCWB18lBCE6OR t.OESIOIIWACCa1DWLE WRH AAaHT0,11T Ep1MlN T.TRIM OPEWgeW111ON0011MNBAM,FXTENp ___ _ �_- _ _ ___ a. FOR FAeNIGT10N DIIAN1110t WRH DETARED STMI(:T1RE DaEM6gN6 AND WFXJHT.PIFABECpITACT YOUR CATECN EHOIEEREO C P COIELCT9 THE GONIM[:TTlR 8Npa0 C4GW MO gE60LVE MID AG OfiO. EMBAIalElar K,z EYOIO OPEIIYID,EIiD I I .aUfgNE LLC R9RE.WTATAl.wR.U1rtlE6.mn �� I T^` V g O TIE C.P ewu E MMAFACTUI®N I(XARpfiMtE NTN TIE NTiT1 THE ME FNONEER. a.DEw011 LOb IIBa6. WY Aa REOLMIED TO MMOAN MR COVER. I 0. tYPAa6 alRIlCTUE tW1lLE WACCOIeAWCE WTM N10F.101l MTA ANO wFORMATpN COMMMEONTE pNWNG. a W I I PATaPEEPLP.IGRIaO1EtJSlEFC O R)AEP0OUEIW8A RNBF.OaE CMORaN OIIF[NMTNgRNBO eMITLME ql E1 M ATSM 6 AIg1BWII.NT OEN rtFONLLKOWW AOYNBM T NE IRICEEELNOEN.B MFpIff ISYA aFEF TPREA OCTWiCEIRl.I DTORro ].ENTM CVVFR•1'IIAx. E.PMRIOWIFpA®TgANMW adA)ANLDI EMDL e WY OTOFANNTMI.eC TTOORE ___ _..aI.. ��r�� 6TRlICTURE MVERT ♦5. eYPAE BTRU_CIURE_8WAL_6E PRECAtT COaY1ETE CONFORYM.TO MTM NOAABHro IGTOR O EaION ME1 1100. 1I ZM OOFATNAT,O I.CONCJEIE B'TRFNOIN•I,eEe pe E.ETAL OEegN EY DELTA EMOaFER.,NTCAIIIECT. � = 1 1 "_ ___ NAV.ttle.]f .IIEIl IIEE)AAEHTO M]E LOAD MTa1D ANDECMr WITH TIE CONTEW L000 1. AIL FANuc•TIOII OF rHE FRODIJcr alwLocaN wlTIw THE Aw wosumEYowa.ENaasi,Nr. ourNOE.orroM warAuwrlw NOTES(aeTFD arArea efi..oIMEPlEaoNFvNTOODREECA eEolgoDT M6r1TDLF1roFN1L T•IHIMEEN TeFMApt rtIC 1NNa,T 0gE wA1/AaBRwInI rNI®D.. leszA ROPrE INHrINOEPDTE) {a MANHOLE CAP DETAIL Eu ELEVATION VEW MATERIAL SPECIFICATION OI'NobUvTz EaOleTP vE,waro)>P ElEV.tar.. ecA. ACCOONYMNlImRIMAAmCCTtAOryOE 1R1 Tro.tOA MwCIrtIO FLKE7l0L�EDJEEO➢awTlHr.E EAWNMDApTNwI RAENN TNLWRFEFEOICTAEKTM,0I1a 1LT PFwRTMOc.On16 NN10EO11EE R/EcAA ECaHN CTalEwP.AoPpEOM1YFES TICOA O LrNEIFBTew aAINI mCDO ECNR8T 1 pTEEEM.aTTIOpR1Ya FMILITDE AfiI Ml1E .�n I SCALE:N.T.S. - SCALE:N.T.S. nVOIP f D D. caN1RACTan To rRwEx.w6TML.AND OROUI wIETAM aunty PPwsl. aaavn ON'-tor /� a WNmALTOa To warAU GRADE RNDaNrEw6 oR eLOCIC REwIEO ETVTfN THE roP OFnE ST,N1cnIRE ANO THE MBE OF THE VYmmcir coNnw 552015-010 eem�a ono �+n MManLe ERASES. icTN iiTN .�:`.:.. sNNN�sou""muc cwoEnm=sysmm CENTRAL RETAIL PLAZA .... � m�TH er Plat-NOD Tee. E LAKE ELSINORE,CA Perforated �H caH OiePECfB eaN E� MmDtaT 4 b_ CONTRACT uYODr w afiaoifi ID" �`a ION SITF LIAx FOOTPRM•86 3eSD I PEGB $ P3 3 /10// MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE DAVID RVANG CENTRAL PLAZA CITY OF LAKE ELSINORE SHEET I: APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE �(1FESSf - - LAWS AND A PERMIT MAY BE ISSUED. AisOCIATt•I250 No PARCEL 1-8 OF TPM 37254 '� , --___-_-- Out E.k*VW .10.1rnpir..91,64Sti zs0 �� °q SCALE: aTY BENCH MARK: O.W.IWb CJJNaNe 91781 WPh--:W9.481.5750 Fez:909.461.5757 o n 8-2 OF LAKE ELSINORE BM 16 -_-- No.6661E AS SHOWN ON PLANS a-'s-u° °"� 1ARE°"TOP STORM DRAIN 4-21-1-7 .M AP /W/18♦ OF HEADWALL PROAMATELY 4,5 SHEETS BRAD FAGRELL, RCECk3920 DATE N E E SUPERVISION OF: , civil ` DATE: COWER AMME AND LSWLY ALONG THE CENTERUNE r OF DETENg10N BASIN FILE No. CITY ENGINEER - CAL\f �sa1270.6 (KAVO 29 END OF HEAowAu. CITY OF LAKE ELSINORE t6 y CENTRAL AVENUE Rw IWwFRTYI/E e•—\inaratruuE (n►•) .�.. _ ----- _——�'- EROSION CONTROL NOTES: i 1, INSTALL 2 GRAVEL BAGS IMCH EROSION BERM PER DETAIL ON SHEET 15 I . INSTALL 2 GRAVEL BAGS HIGH CHECK DAM PER DETAIL ON SHEET 15 1®--INSTALL STABILIZED ENTRANCE/EAT PER AIL ON 94EET 15 i I &—DESIGNATED CONCRETE PFF PERmCASOA BMP FACT SHEET MU-8,SIGN DETAIL ON SHEET 15 \ .s. i �PRONOE SDINSTALL T FENCE PER DETAIL ON NET PROTECTION PER SHEET 1BMP SE 0 PER DETAIL ON SHEET 15 , r AD 2 r❑� / t CASOA -1 . 1;I L � � I � + -r � _ FUTURE ,' �, � i X�'i STREET SWEEPING X, ✓ (++►J t PAD 1 �NISTALL GRAVEL BAG VELOCITY REDUCER PER DETAIL ON SHEET 15 FUTURE 1 + INSTALL DOUBLE SIDED STRAW BLANKET ON SLOPE AFTER SEEDWG AND FERTILIZING SLOPE PER CASOA BIIP EC-7 CONCRETE WASTE MANAGEMENT AREA PER CASOA BMP WM-8 jjj T7 1t2 CONCRETE SOLID WASTE MANAGEMENT AREA PER CASOA BMP YM-8 �[y¢J{ sm �—NSTALL TEMPORARY SANITARY FACILITIES PER CASW BMP NM-9 z Rw ® i :r @--MATERIAL DELIVERY AND STORAGE AREA PER CASOA BMP-WM-1 • q II •i ,,,. 2®—MATERIAL STOCJ(PILE LOCATION(IF REOMED)PER CASOA BMP WM-3 z I m 11 — 7fi — h jrIl'h i,:`j( I LEGEND '77 l t � /� �y CHECK DAM I I - — a ffl pppppp GRAVEL BAGS SILT FENCE HYDROSEED I I ® CONSTRUCTION ENTRANCE IL �i 11 1 t t1 ,It FE i •I�E/GILIRAIB R/W . It t I rOil + "I tJ�l g ' Mw lal■ MAJOR c MiuoR D !II' ; 111 II,, �;Il rl I n MAJORw UK RF '1111 ih Ili II; ( r .. 1 'Ililt -4 ,' e 1 , — — - - — - - - - - - - - — f j'I II'Ijll;!'' i � III IIII IIIE II.I t '-•_. U K T1 n ....-.. 1110PFRIY ' � . 1. �li IIII I�III� .t�il�� i� c CD APNs 3774MM16 3 // I m + PARCEL 12 ME 13MM Iao o ao eo 531E I Know wYaft below. 1 40' r«t §E CAM1"m Ir1E.Ywdg I 1 ! )1, W b by � �20/17 3 MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE DAVID EVAN: CENTRAL PLAZA CITY OF LAKE ELSINORE ' APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATEESSI SHEET 15 LAWS AND A PERMIT MAY BE ISSUED. AM ASSOCIATE two. �,9 Ro ( PARCEL 1-8 OF TPM 37284 nn E.WNW .Nto BIM•SWw 250 v}. oq.e( SCALE: BENCH MARK: n _ R Onlrcb5750 Y. 909. CITY OF LAKE ELSMIORE BM 16 Pttaw:908.181.5750 Ftut 908.�81.5757 �o N,.e,,.e H AS SHOWN ON PLANS OF H CHID SWAM ON TOP EROSION CONTROL 4-21-17 oY/3o/+e# OF KFJnOSWLY NG HE CE OIERM OF SHEETS BRAD FAGRELL, R 3920 DATE P ND E SUPERVISION OF: '�� cIY1L `� DATE: COWER A%1MX AND V sSWLY TO PLANFILE No. � LN�[-/ _ ELLTHE SOU 70.68 END OF HEADWALL lMlt' ��Cam+ ELEV.: 1270.ee(NAw 29) (V� CITY ENGINEER CITY OF LAKE ELSINORE I nI -u RRI EROSION CONTROL NOTES NPDES/STORM WATER POLLUTION NOTES 1. ALL EROSION CONTROL PLANS SHALL BE IN ACCORDANCE WITH CITY OF LAKE ELSINORE 1. FOR PROJECTS THAT REQUIRE COVERAGE TINDER THE GENERAL CONSTRUCTION PERMIT, 2 BAGS MIN. GRAVELBAG TYP. ORDINANCE NOS.519,772,1237,1004,CONSTRUCTION SITE BEST MANAGEMENT PRACTICES THE PROPERTY OWNER IS RESPONSIBLE FOR ENSURIGII THAT A QUALIFIED SWPPP OVERLAPING LEVELS 50' MIN. OR 4X CIRCUMFERENCE OF LARGEST TIRE. PRACTITIONER(OSP)Nq QUALIFIED SWPPP DEVELOPER 12" ITN, UNLESS CORRUGATED (RIPS)AND STANDARDS OURINED WITHIN THE LAKE ELSINORE DESIGN MANUAL. COLD)CALIFORNIA STORM[WFITNN WHICHEVER R IS -R 3/4-GRAVEL OTHERWISE SPECIFIED BY STEEL PANELS 2. THE DEVELOPERA O1fTRACTOR IS RESPONSIBLE FOR ANY DISCHARGES BY THE SW ASSOCIATION (PRE-0U AJNOB BMPS FROM THE CONSRLIC ION TO WATER I lV A SOILS ENGINEER IGINAL SUBCONTRACTORS. QUARRY ASSOCIATION(CASQA)FMNNOBOOKiWEBSITE FOR 1X7113TR1CT10N TO RETAIN 3. N CASE OF EMERGENCY,CALL GREG LUKOSKY AT (949)723-9500. SEDIMENTS AND POLLUTANTS OF CONCERN FROM AREAS DISTURBED ONSITE TO THE 0/ 24• GRADE 4. DEVICES TO REDUCE EROSION DAMAGE SHALL NOT BE PLACED MOVED OR MODIFIED MAXIMUM EXTENT PRACTICABLE DURING ANY PHASE OF CONSTRUCTION OPERATIONS.FOR A Ap° o q?po O WITHOUT THE APPROVAL OF THE QUALIFIED SWPPP DEVELOPER,CITY ENGINEER,OR N AN ALL OTHER PROJECTS,THE PROPERTY ON"IS RESPONSIBLE FOR ENSURING THAT B A�` EMERGENCY,BY THE PERSON RESPONSIBLE FOR GRADING OPERATIONS. BMPS FOR CONSTRUCTION ARE IMPLEMENTED TO RETAIN SEDIMENTS AND POLLUTANTS GMVEL BAG PLACEbB1IT S 15'MIN.OR AS I . ARE AND GRADEDOF CONCERN FROM AREAS DISTURBED ONSITE TO THE MAXIMUM EXTENT PRACTICABLE. DEF� BAQB� it FILTER FABRIC 5. SITE THAT THAT NECESSARY FOR CONSTRUCTION. SHALL THE CONED RUCTION SITE E SHALL B OF THE REWIRED 70 SECTION A-A SITE TENT IS NECESSARY FOR CONSTRUCTION.THE CONSTRUCTION SITE SHALL BE THE EROSION CONTROL MEASURES INCLUDE THOSE SHOWN ON THIS PLAN AS WELL AS 1!II ACCOMMODATE N.T.S. MANAGED TO MINIMIZE THE EXPOSURE TIME OF DISTURBED SOIL AREAS THROUGH ANY ADDITIONAL EROSION CONTROL MEASURES DICTATED BY FIELD COND TION S TO PER BMP SEA IS' ANTICIPATED ADJACENT EROSION ANOVOR THE INTRODUCTION OF POLLUTANTS INTO EXISTING PUBLIC CRUSHED AGGREGATE GREATER SOIL STABILIZATION.AND SCHEDULING OF GRADING AND THE USE OF TEMPORARY AND PERMANENT i TRAFFIC,WHICHEVER SOIL TANYATION. STREETS AETIDORR PROPERTIES DURING ANY PHASE OF CONSTRUCTION. cG IS GREATER. THAN 3•BUT SMALLER THAN 6' 6. ONCE DISTURBED,GRADED SLOPES EXCEEDED 3:1 RATIO AND/OR TEN(10)FEET IN HEIGHT HEIGHT 2. FOR PROJECTS THAT REQUIRECOVERAGE RIDER THE GENERAL CONSTRUCTION PEWIT, F . (TEMPORARY OR PERMANENT)SHALL BE STABILIZED IF THEY WALL NOT BE WORKED WITHIN THE STORM WATER POLLUTION PREVENTION PLAN(SWPPP)SHALL BE KEPT ONSTTE AND - A-- FILTER FABRIC 7 DAYS.DURING THE STORM SEASON,ALL SLOPES SHALL BE STABILIZED 24 HOURS PRIOR MADE AVAILABLE UPON REQUEST OF A REPRESENTATIVE OF THE REGIONAL WATER PLAN VIEWEEL ORIGINAL TO A PREDICTED STORM EVENT.CONSTRUCTION SITES SHALL BE REVEGETATED AS EARLY QUARRY CONTROL HOARD(RQWCB)-SANTA AMA REGION MOMTHE CRY OF LAKE N.T.S. PANELS D tJ o o °o°o GRADE AS FEASIBLE AFTER SOIL DISTURBANCE AND WITHIN 7-DAYS OF COMPLETION. ELSINORE. y, / /,� 7. FILL SLOPES AT THE TRACT PERIMETER MUST DRAIN AWAY FROM THE TOP OF THE SLOPE 3. CONSTRUCTION SITES SHALL BE MAINTAINED N SUCH A CONDITION THAT AN ANTICIPATED NOTE: AT THE CONCLUSION OF EACH WORKING DAY. STORM DOES NOT CARRY WASTED OR POLLUTANTS OFF THE SITE.DISCHARGES OF CONSTRUCT CHAIN LINK FENCE 12'MIN,UNLESS OTHERWISE SPECIFIED MATERIAL OTHER THAN STORM WATER(NON-STORM WATER MATCH EXISTING B. THE CONTRACTOR SHALL BE RESPONSIBLE AND HAVE sIGNs POSTED ON THE SITE TO ( )ARE PROHIBITED EXCEPT AS AT CURB & GUTTER GRADE BY A SOILS ENGINEER WARN AGAINST PUBLIC TRESPASS INTO AREAS WHERE WATER IS WOUNDED. AUTHORIZED BY AN INDIVIDUAL NPDES PERMIT UNDER THE STATEWIDE GENERAL PERMIT- � O 9. DUST SWILL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY THE CITY CONSTRUCTION ACTIVITY. 2 GRAVELBAGS OVERLAPPING HIGH - SECTION B-B Dp ENGINEER 4. POTENTIAL POLLUTANTS INCLUDE BUT ARE NOT LIMITED TO:SOLID OR LgUID CHEMICAL 50'SPACING(OR AS NOTED ON PLAN) EDGE OF GUTTER N.T.S. 10. PLACEMENT OF DEVICES TO REDUCE EROSION DAMAGE WITHIN THE DEVELOPMENT SHALL SPILLS:WASTED FROM PAINTS,STAIRS,SEALANTS.SOLVENTS,DETERGENTS,GLUES•LIME• NOT TO EXTEND INTO TRAVEL WAY ��COAST. BE SHOWN ON THE APPROVED PLAN. PESTICIDES,HERBICIDES,FERTIUZERS,WOOD PRESERVATIVES.AND ASBESTOS FIBERS, ( ) o, PANT FLAKES OR STUCCO FRAGMENTS;FUELS,OILS LUBRICANTS,AND HYDRAULIC, .Ai n 11. DESILTING FACILITIES AT ALL DRAINAGE INLETS FOR THE GRADED SITE SHALL BE DESIGNED FACE OF CURB N �3 FOR A TWENTY-FIVE(25)YEAR,SIX(6)HOUR STORM INTENSITY.THE MUST BE DETAILED ON RADIATOR OR BATTERY FLUIDS;CONCRETE AND RELATED CUTTING OR CURING RESIDUES: FLOW N.T.S. z t THE PLANS.DESIGN AND SPECIFIC RECOMMENDATIONS SHALL BE SUBMITTED FOR THE ROATABLE WASTES:WASTES FROM�NT STEAM CLEANING OR CHEMICAL c�n FOLLOWING: DEGREASING;WASTES FROM STREET CLEANING;AND SUPER-CHLOR ATED POTABLE ... a) DESLTNG BASIN VOLUME BASED ON GRADIENT AND NATURE OF SOILS. WATER FROM LINE FLUSHING AND TESTING.DARING CONSTRUCTION,DISPOSAL OF SUCH a b) THE EXTENT OF ALL GRADED AREAS AND IDENTIFICATION OF ANY TEMPORARY SOIL MATERIAL SHOULD OCCUR N A SPECIFIED AND CONTROLLED TEMPORARY AREA O"TE BACK OF CURB �'"�1'D�'�A�/Y�A� 7N7TM"H�7E0�J�'� I N D SIZE O DESIL MEASURES. DISPOSALIN Acc��E�WITH POTENTIAL STAATEEAND FEDERAL FREQUIRE ENT3S� C iAV�BAG CHECK DAM c) SIZE OF OESLtwG BASIN OUTLET PPE AND OVERFLOW. II) DIKE REQUIRE►ENTS.SHOW MINIMUM WALL WIDTH,SLOPE OF WALLS,PERCENT 5. RUNOFF FROM EQUIPMENT AND VEHICLE WASHING SHALL BE CONTAINED AT CONSTRUCTION SITE AND MUST NOT BE DISCHARGED To RECEIVING WATERS OR THE LE AND VERTHCAL WIRES COMPACTION,ETC. LOCAL STORM DRAIN SYSTEM. BMP SE-4 SHALL B 12 1 2 GAUGE YIN I e) OUTLET CONDITIONS FROM THE ON OF OVERFLOW, BASIN SHAM NOT EXCEED SO4EDDOWNST O PR 6. APPROPRIATE BMPS FOR CONNECTION-RELATED MATERIALS,WASTES,SPILLS OR CAPALIMITATIONS,WITH THE THEEXC MAXIMUM M OVERFLOW,WHICH IS TO BE DESIGNED TO PROVIDE RESIDUES SHALL BE IMPLEMENTED TO ELIMINATE OR REDUCE TRANSPORT FROM THE SITE 10'MIN TOP AND BOTTOM CAPACITY OF 1.5 TIES THE SHALL BE V DESIGN FLOW. TO THE STREETS,DRAINAGE FACILITIES,OR ADJOINING PROPERTIES BY WIND OR RUNOFF. STRAND SHALL 12. NECESSARY AM CONS SWILL BE AVAILABLE ARSITE AND AT CONVENIENT LOCATIONS TO 7. MATERIAL STORAGE AND STAGING AREAS SHALL BE ESTABLISHED.FUEL TAN(PORTABLE 10 amal MIN. FACILITATE RAPID L MEASURES W OF TEMPORARY DEVICES A TO REPAIR ANY DAMAGED TOILETS,LIQUIDS,GELS AND POWDERS SHALL HAVE SECONDARY CONTAINMENT AND BE PLYWOODHOUR I � EROSION CONTROL MEASURES WHEN A 50%CHANCE OR GREATER OF RAIN WITHIN A b STORED AWAY FROM ALL PRVATFRIIBLIC STORM WATER CONVEYANCE SYSTEMS, 48*X 24' ATMOSPHERIC PEP"8 FORECAST FOR LATE ELSINORE BY THE NATIONAL OCEANIC AND SIDEWALKS,RIGHTS-OF-WAYS AND FLOW-NES. PAINTED WHITE 8 B 13. BAPS SHALL BE MAINTAINEDED ATMOSPHERIC AGENCY(RDA).AND INSPECTED DAILY TO MINIMIZE ANO'OR PREVENT THE. ALL PORTABLE MIXERS SHALL HAVE PLASTIC LNERS UNDERNEATH WITH GRAVEL BAGS ENTRAINMENT OF SOIL IN RUNOFF FROM DISTURBED SOIL AREAS ON CONSTRUCTION PLACES ON THE DOWN-HILL SIDE OF THE LINERS TO CONTAIN DISCHARGES. INSTALL TEMPORARY CHAIR v, NOTES; owF!L ZfR r1a1 SITES.ALL REMOVABLE PROTECTIVE EROSION CONTROL DEVICES SHALL BE IN PLACE A7 9. CONTROLLED STREET WASHING WILL ONLY BE ALLOWED PRIOR TO THE APPLICATION OF UNK FENCE PER DETAIL 5.2 THE END OF EACH WORKING DAY WHEN THE FOUR(4)DAY RANI PR()BABMITY FORECAST ASPHALT SEAL COATS AND ONLY WHEN ALL PERTINENT DRAINAGE INLETS ARE PROTECTED. EXCEEDS FORTY PERCENT(40%). 10. ALL CONSTRUCTION CONTRACTORS AND SUBCONTRACTOR PERSONNEL ARE TO BE MADE BLACK LETTERS 1. MIRE SHALL BE A MINIMUM OF 14. AFTER A RAINSTORM,ALL PROJECT GENERATED SILT AND DEBRIS SHALL BE REMOVED AWARE OF THE REQUIRED BMPS AND GOOD HOUSEKEEPING MEASURES FOR THE PROJECT 6'HEIGHT 32 3V�IN WW'fN AND SHALL HAVE A - FROM CHECK BEAMS,OHSITE PUBLIC DRAMS AND PIPES,DRAINS AND PIPES OF ADJACENT SITE AND ANY ASSOCIATED CONSTRUCTION STAGING AREAS. LINE MARES WITH IUM OF 8 fX 7FR f PROPERTIES AND DESILTNG BASIS AND THE BASINS PUMPED DRY.ANY GRADED SLOPE 11. DISCARDING CONTAMINATED GROUNDWATER PRODUCED BY DEWATERNG CONCRETE 12'STAY SF LI BMPS DAMAGED DURING A RAINSTORM SHALL ALSO BE IMMEDIATELY REPAIRED.FAILURE GROUNDWATER THAT HAS INFILTRATED INTO THE CONSTRUCTION SITE IS PROHIBITED. WASHOUT . CGINWACTED fXL7-\ TO PROVIDE EFFECTIVE MAINTENANCE MAY RESULT IN PENALTIES. DISCARNG NON-CONTAMINATED GROUNDWATER PRODUCED BY DEYATFRNG ACTIVITIES - 15. DISCWIRGING OF CONTAMINATED SOILS VIA SURFACE EROSK)N IS PROHMIBITED. MAY REQUIRE A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM"-DES)PERMIT 2. FILTER FABRIC SHALL.BE A 16. CONSTRUCTION ACCESS POINTS SHALL BE STABILIZED WITH A COMBINATION OF ROCK AND FROM THE REGIONAL WATER QUALITY CONTROL BOARD. 10 MIL PLASTIC LINING PLAN GRAVEL BAGS(TYP) MIWAMLHA OF 36 IN WIDTH ARID SHAPER PLATES YEAR-ROUND TO PREVENT TRACK-0llT.ROUTINE STREET SWEEPING 12. STORM WATER RUNOFF SHALL NOT BE DIRECTED OVER ANY SLOPES WITHOUT PERMANENT N.T.S SHALL BE FASTENED ADEOUATELY SHALL BE PERFORMED ON ALL PAVED STREETS WHERE TRACKING IS OBSERVED.VACUUM DOWN DRAINS INSTALLED.EROSION AND SEDIMENT CONTROLS INCLUDING MAINTENANCETO THE WltiE. SWEEPERS SHALL BE USED WHEN STREET SWEEPING BECOMES INEFFECTIVE. ARE REQUIRED ON ALL EXPOSED SLOPES I NTL SUFFICIENT PERMANENT LANDSCAPING TYPE"ABOVE GRADE* S7EFL POST-1-�tJM-•HAS BEEN ESTABLISHED.100%SLOPE PROTECTION MUST BE N PLACE PRIOR TO THE 3. STEEL POST SHALL BE V-0" NN P6tST - -0 GB//e► � ISSUANCE OF THE FINAL CERTIFICATE OF OCCUPANCY. NOTES 10 MIL PLASTIC UNNG HEIGHT AND BE OF THE II 13. VEGETATION CLEARING AND BRUSHING ACTIVITIES SHALL NOT BE INITIATED DURING THE / WET SEASON ON ANY SITES WHICH ARE NOT ADEQUATELY PROTECTED WRIT DESILTNG 1.ACTUAL LAYOUT DETERMINED IN FIELD. GRAVEL BAGS(TIP) FASTENER ANGLE STEEL 1' Davaw a,FABRAC AHD BASINS OR OTHER TEMPORARY DRAINAGE OR CONTROL MEASURES. NW AVM TWISIVLYi ;g Z LIST OF BMP'S: 14, STOCKPILES OF SOIL SHALL BE PROPERLY SECURED WITH BMPS TO ELIMINATE OR REDUCE 2 THE CONCRETE WASHOUT SIGN SHALL BE . ' SEDIMENT TRANSPORT FROM THE SITE TO STREETS,DRAINAGE FACILITIES OR ADJACENT INSTALLED WITHIN 30 FT.OF THE TEMPORARY 4. WOOD POST SHALL BE 8'. Ri .EC-1 SCHEDULING HEIGHT AND 3"IN DIAMETER. z PROPERTIES. CONCRETE WASHOUT FACILITY. t •EC-5 SOIL BINDERS 15. STOCKPILES OF SOIL SHALL BE PROPERLY CONTAINED TO ELIMINATE OR REDUCE 1 � ; •EC-15 SOIL PREPARATION/ROUGHENING SEDIMENT TRANSPORT FROM THE SITE TO STREETS,DRAINAGE FACILITIES OR ADJACENT �� SILT FENCE DETAIL `p1 PROPERTIES VA RUNOFF,VEHICLE TRACKING OR WIND.INACTIVE FOR A PERIOD OF 14 Ni✓ I" •SE-1 SILT FENCE DAYS OR MORE SHALL BE COVERED;ACTIVE STOCKPILES SHALL BE COVERED PRIOR TO SECTION B-B PER BMP SE-1 I n •SE-2 SEDIMENT BASIN FORECASTED RAIN. • SE-4 CHECK DAM ifi. FOR PROJECT REQUIRING COVERAGE UNDER THE CONSTRUCTION GENERAL PERMIT, N.T.S. )(TYP. . SE-6 GRAVEL BAG BERM SPECIAL ATTENTION SHALL BE GIVEN TO PREPARATION AND INSTALLATION OF THE RAIN 100'MAX. I • SE-7 STREET SWEEPING AND VACUUMING EVENT ACTION PLAN MAP)AS REWIRED BASED ON SITE RISK LEVEL OR AS MANDATED BY CONCFETE WASH-OUT DETAIL FLOWLINE THE SANTA ANA REGIONAL BOARD NPDES PERMIT,GENERAL PERMIT-CONSTRUCTION • SE-10 STORM DRAIN INLET PROTECTION ACTIVITIES. .:._ .. . WE-1 WIND EROSION CONTROL 17. AT THE END OF EACH DAY 4F CONSTRUCTION ACTNRY,ALL CONSTRUCTION DEBRIS AND FLOW WASTE MATERIALS SHALL BE COLLECTED AND PROPERLY DISPOSED OF IN COVERED DIRECTION . TC-1 STABILIZED CONSTRUCTION ENTRANCE/EXIT TRASH OR COVERED RECYCLE BINS. Y i • TC-3 ENTRANCE/OUTLET TIRE WASH 18. THIS SITE HAS OBTAINED A NATIONAL POLLUTION PREVENTION ELIMINATION SYSTEM •NS-1 WATER CONSERVATION PRACTICES (WOES)PERMIT TO REGULATE MUNICIPAL AND INDUSTRIAL STORY WATER DISCHARGES. PLACE TRUE DAM ON GROUND FILTER FABRIC NPDES WDID I 8 33C3T7708 DATE WDID ISSUED: IGM2016 �+` CURB •NS-3 PAVING AND GRINDING OPERATIONS WITH AGGREGATE PINCH 19. THE UNDERSIGNED CIVIL ENGINEER,A QUALIFIED QSP AND/OR QSD WILL REVIEW EOS 70 �x •NS-6 ILLICIT CONNECTION/DISCHARGE PLACEMENT OF EROSION CONTROL ff INSURE THAT WORK IS IN ACCORDANCE WITH THE 58 NOTES: • NS-7 POTABLE AND EQUIPMENT APPROVED PLANS. !I .[OI00 FILTER FABRIC PLACE TRUE DAM ON GROUND 6_- 1.2, GRAVEL ROWS SHALL BE SPACED STACKED 1MAX.INTERVALS •NS-8 VEHICLE AND EgIIPYENT CLEANING T EOS 70 WITH AGGREGATE POUCH •NS-9 VEHICLE h EQUIPMENT FUELING (SIGNATURE)(RCEMIf>)(H(P)(DATE) III 17 RCE 71341) o��+ •NS-10 VEHICLE h EQUIPMENT MAINTENANCE CURB INLET CATCH BASIN m •NS-12 CONCRETE CURING GRAVEL BAG VELOCITY FEDUCER •NS-13 CONCRETE FINISHING INLET GRAVELBAGGING DROP INLET CATCH BASIN PER BMP SE-4 • WM-I MATERIAL DELIVERY AND STORAGE (ELEVATION) . WI-2 MATERIAL USE PUCE BAGS FLAT k EROSION CONTROL NOTES: • WM-3 STOCKPILE MANAGEMENT FIRMLY IN PLACE N.T.S. INLET GRAVELBAGGING 11 • WM-4 SPILL PREVENTION AND CONTROL 2 BAGS HIGH (ELEVATION) d- INSTALL 2 GRAVEL BAGS EROSION BERM PER IETAIL ON SWEET 15 NOTES: CURB INLET CATCH BASIN I • WA-5 SOLID WASTE MANAGEMENT RT.s. @---INSTALL 2 GRAVEL BAGS RICH CHECK DAY PER DETAIL ON SHEET 15 • WM-6 HAZARDOUS WASTE MANAGEMENT FILTER 7U�C @-INSTALL STABILIZED CONSTRUCTION ENTRANCE/E)OT PER DETAIL ON SHEET 15 . MM-8 CONCRETE WASTE MANAGEMENT [RCP INLET CATCH BASIN r� �I shy • WM-9 SANITARY SEPTIC WASTE MANAGEMENT FILTER FABRIC 1 DESKNATED CONCRETE WASH PFF PER CASOA BMP FACT SHUTMM-Q SKIN DETAIL ON SHEET 15 EARTHWORK TYPICAL SECTION (VARIES). EOS 7 I9( A L / ADJUST GRAVELBAG ROW HEIGHT PATH 0 DEMAND AND MOVEMENT OF J 1-INSTALL SILT FENCE PER DETAIL ON SHEET 15 N PLACE TRUE DAM ON GROUND PLACE TRUE DAM ON GROUND @�-PROVIDE SD INLET PROTECTION PER CASOA BMP SE-10,PER DETAIL ON SHEET 15 N.T.S. WITH AGGREGATE POUCH PATH AGGREGATE POUCH Ct' STREET SWEEPING ELEVATION N.T.S. INLET GRAVELBAGGING INLET GRAVELBAGGING PLAN PLAN @-INSTALL GRAVEL BAG VELOCITY REDUCER PER DETAIL ON SHEET 15 m TYPICAL fifiAVELBAG DETAIL N• rs ) N.T.S. 1M f-INSTALL DOUBLE SIDED STRAW BLANKET ON SLOPE AFTER SEEDNG AND FERTIJZING SLOPE PER CASs BMP EC-7 m CONCRETE WASTE MANAGEMENT AREA PER CASOA BMP WM-8 CATCH BARN AND GRATE 11f�-CONCRETE SOLID WASTE MANAGEMENT AREA PER CASOA BMP 0-8 & - KE7 DETAIL @-INSTAL TEMPORARY SANITARY FACILITIES PER CASOA BMP WM-9 E KNOW W rW below. PER BMP SE-10 MATERIAL DELIVERY AND STORAGE AREA PER CASOA BLIP IIl-1 CdI?flwltM.yw+M V06 6V 4/2o/17 MATERIAL STOCKPILE LOCATION(F REQUIRED)PER CASOA BMP WM-3 -E MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE �I R [AVID IAANi CENTRAL PLAZA CITY OF LAKE ELSINORE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND A PERMIT MAY PE ISSUED. / 141sAiiOCIATEi R250 p �101r(, PARCEL 1 t OF TPM 37254 SHEET 6 4141 0"-C.O."ie91764250 ' �� 0�'0 SCALE: BENCH MARK: Phan:909.481.5750 Fax NO.481.5757 y• CITY OF LAKE ELSINORE MAIN '6 - k! N•.e9a6 Z AS SHOWN ON PLANS 8-95-sx CNstm SQUARE ONOF q �t 09/30/18 } OF HEADWALL APPROXIMATELY 45' SHEETS Y BRAD FAGRELL, R 3920 DATE P DER SUPERVISION OF: `� CIV1l �Lt`e SWLY ALONG THE CENTERUNE OF EROSION CONTROL CITY ENGINEER . �- 1f DATE: COLLIER THE �DAD OF WALL- FILE No. CITY of LAKE ELSINORE ELEV.: 1z7o.MN(NAw 29) PLAN �w 1��O�