Loading...
HomeMy WebLinkAboutENG-2019-00473 NICHOLS ROAD ROUGH GRADING 3892000038 20-047-20-065 GRADING NOTES CITY Of LAKE ELSINORE PROJECT 1, ALL WORK SHALL BE DONE IN ACCORDANCE NTH THE CITY OF LAKE ELSINORE MUNICIPAL CODE CHAPTER 15.72 AND APPLICABLE STANDARDS LOCATION AND SPECIFICATIONS AND THE LATEST EDITION OF THE UNIFORM BUILDING CODE(U.B.C.)APPENDIX CHAPTER 33 2. A PERMIT SHALL BE OBTAINED FROM THE ENGINEERING DEPARTMENT,CITY OF LASE ELSINORE,PRIOR TO ANY OPERATIONS ROUGH GRADING PLAN w RIVERSIDE COUNTY 3. THE DEVELOPER AND/OR THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AND U.S.A.ALERT(1-800-422-4133)48 HOURS PRIOR TO MCypLs R Q GRADING FOR TRACTS 37305, 37305-1 /�A//�' gg NICHOLS ftD 4. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT AT LEAST 24 HOURS IN ADVANCE OF BEGINNING GRADING OPERATIONS. AND PARCEL 3 OF P.M. 37465 V g ERCO N/S 0 AVE 19 5. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY THE CITY ENGINEER. PARCEL I a z CITY OF W o e 009 rfi 6. CUT SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL,UNLESS OTHERWISE APPROVED,AND SHALL BE SHOWN ON THE PM 37465 PARCEL 2 m LAKE ELSINORE PLAN. MINING OP£RTATIOl4 o PM 37465 \ �mmmmm ������ --------- VACANT Z FILL SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL,UNLESS OTHERWISE APPROVED,SHALL BE SHOWN ON PLAN,AND TRACTBOUN _ SHALL NOT HAVE LESS THAN 90%RELATIVE COMPACTION OUT TO THE FINISHED SURFACE. ♦♦; tot t -♦ , , 8. FILLS SHALL BE COMPACTED THROUGHOUT TO 909 DENSITY AS DETERMINED BY THE MODIFIED THREE LAYER A.S.T.M.D-1557-70 TEST 7 -,� - 10 TRACTBOUNDARY A3' r tis METHOD. - M LS_R_OAD _, 9 �P 9. FILL AREAS SHALL BE CLEANED OF ALL VEGETATION AND DEBRIS,SCARIFIED,AND INSPECTED BY THE GRADING INSPECTOR AND APPROVED ' a zs �- rNM i r I - L ,---- / 9�C;-,440 9� SOILS TESTING AGENCY PRIOR TO THE PLACING OF PILL. I 1 4s - 10. ALL FILL MATERIAL SHALL BE CLEAN EARTH. NO FILL SHALL BE PLACED UNTIL PREPARATION OF GROUND IS APPROVED BY THE SOILS , I phk>rEL 3 as a/ F n z TRACT OUNDAR VICINITY MAP ENGINEER. 5 az 3 z i 11� � I �1 aI Ja 1 1 1 r I33 r z vAwr ot��+�REEn I�� NOT TO SCALE 11. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOTE LESS THAN}"PER FOOT FOR A MINIMUM OF 3 FEET THEN 19, vsz p Sao ra GpNY 6- ~, O (MINIMUM)TO FLOWUNE OF EARTH SWALE ' se ss r '�'� rm _ R�>F 4, O _ rt THOMAS GUIDE, PAGE 836, GRID B7, 2006 I I I rI 130 ,�Qs1 \ _ y O SAN BERNARDINO&RIVERSIDE COUNTY EDITION 12 MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1%IF CUT OR FILL SLOPE IS LESS THAN 10;AND 29 IF CUT OR FILL IS , p 3 11P � I 1 tzs \0 r- � / � T O CREA TER THAN 10' DRAINAGE SWALES SHALL BE MINIMUM OF 0.5'DEEP AND CONSTRUCTED A MINIMUM OF 2'FROM THE TOP OF CUT OR ��y' � 8 ��� � ��`' � 1 1 ENGINEER'S NOTICE TILL SLOPES. ♦♦6 l bo 73 v v " - �,w\ IO � 9 13. PROVIDE 5'WDE BY 1'HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5'HIGH. sr Jz I 24 z - - ��� � �rvl t 25 �! �� i. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF 14. PROVIDE A BROW DITCH,DESIGNED TO HANDLE ipp YEAR STORM FLOWS ALONG THE TOP OF CUT SLOPES. _ _ - CONSTRUCTION,INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO FRACTBOUNDARY '\\I fie\ '�' az ze B C NORMAL WORKING HOURS THE CONTRACTOR SHALL DEFEND,INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND AL 15. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. 9 ' 65 s 2B \ EBI L \ LIABILITY,REAL OR ALLEGED,IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT EXCEPTING FOR LIABILITY ARISING FROM THE 66 s SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. 16. A SOILS ENGINEER SHALL BE RETAINED BY THE DEVELOPER, TO SUPERVISE GRADING AND PROVIDE A FINAL SOILS REPORT WHICH INCLUDES , ,o�� ♦ z J FOUNDATION REQUIREMENTS(SUBDIVISIONS)AND EXPANSIVE CHARACTERISTICS OF THE SOIL ' ' �I 3- /I 2 ALL UNDERGROUND UTILITIES OR STRUCTURES,REPORTED OR FOUND ON PUBLIC RECORDS,ARE INDICATED IV-THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER,BY ACCEPTING THESE PLANS OR PROCEEDING WITH THE IMPROVEMENTS HEREON,AGREES TO ASSUME LIABILITY AND 3 HOLD THE ENGINEER HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT iZ GRADING CERTIFICATION BY THE DEVELOPERS CIWL ENGINEER AND FINAL COMPACTION REPORT BY A SOILS ENGINEER SHALL UE SUBMITTED TO '7/// ipi / L THE BUILDING AND ENGINEERING DEPARTMENTS PRIOR TO ISSUANCE OF BUILDING PERMITS r �� REPORTED OR INDICATED ON PUBLIC RECORDS,OR NOSE CONSTRUCTED AT VARIANCE WTI/REPORTED OR RECORD LOCATIONS THE �( ' ♦ is O CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER �O2 'OT P lloi o' \ ♦ wouv ensrm - �'w I FOUND AT THE SITE IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE OWNERS OF ALL UTILITIES OR STRUCTURES CONCERNED 18. THE SOILS ENGINEERING INVESTIGATION DATED OCTOBER 22,2019,PREPARED BY GEOTEK,INC.SHALL BE CONSIDERED A \ } - -I BEFORE STARTING WORK. PART OF THIS GRADING PLAN AND SHALL BE IN COMPLIANCE. ' ' y� J T£MESCAL CANYON HIGH SCHOOL �� 1` ♦ J. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR,OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE 19. A REGISTERED E R ENGINEER OR LICENSED LAND SURVEYOR SHALLSEASUBMIT CERTIFICATION OF BUILDING PAD ELEVATION WHERE SPECO C 1 PLANS.ALL CHANGES TO THESE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. ELEVATIONS ARE REQUIRED, THE ELEVATION(WITH RESPECT TO MEAN SEA LEVEL)SHALL BE GIVEN /F AN ELEVATION WITH RESPECT TO � TRACTBO♦SARY1 ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN , 9A- ' ♦ , \ I J 4. QUANnnES SHOWN HEREON ARE PROVIDED FOR BONDING PURPOSES ONLY. CONTRACTORS SHALL BE RESPONSIBLE FOR VERIFYING ALL QUANTITIES PRIOR TO BIDDING FOR CONSTRUCTION. 20 ALL PROPERTY CORNERS SHALL BE DEPARIT Y CALCULATIONS CUT AND A FACTOSLOPRLY A TED IN THE S VERTICAL HEIGHT. SUBMITPRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING ' , , \ ♦ ; \ I I O m v l 1;L- 21. STABILITY rS FORTIONS W/TH A FACTOR OF AT LEAST VE SHALL EI SUBMITTED BY A SOILS ENGINEER TO THE BUILDING AND ENGINEERING \ ; ♦♦ \ 9 W I , NPDES INSPECT/ON NOTES 22. A FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE F00T. , \ .♦ 7 A'`�� _ 1. CONSTRUCTION SITE BEST MANAGEMENT PRAC77CES(BURS)FOR THE MANAGEMENT OF STORM WATER AND NON-STORMWA TER DISCHARGES SCALE. 1"=300' SHALL BE DOCUMENTED ON THE GRADING PLAN WHICH THEREBY BECOMES THE SITE STORM WATER POLLUTION PREVENTION PLAN(SWPPP). 23 IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS 70 BE PLACED,IT MUST BE CLEARED,KEYED AND BENCHED INTO FIRM NATURAL ��►♦INDEX MAP ARRANGEMENTS SHALL BE MADE BY THE DEVELOPER 70 RETAIN THE SWPPP ON THE JOBSITE THROUGHOUT THE TIME OF CONSTRUCTION. SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL THE IMPLEMENTATION AND MAINTENANCE OF SITE BMPS IS REQUIRED TO MINIMIZE JOSSITE EROSION AND SEDIMENTATION. CERTAIN BMPS SLOPES GREATER THAN 5.1 ARE REQUIRED TO BE KEYED AND BENCHED 0 300 600 900 1,200 MAY BE REQUIRED TO REMAIN IN PLACE THROUGHOUT THE YEAR TO MINIMIZE EROSION AND SEDIMENTATION ARRANGEMENTS SHALL BE MADE BY THE DEVELOPER TO MAINTAIN THOSE BMPS THROUGHOUT THE TIME OF CONSTRUCT/ON. 24. THE SOILS ENGINEER SHOULD INSPECT THE CONSIRUCTION IN THE FOLLOWING STAGES: A. UPON COMPLETION OF CLEARING AND DURING EXCAVATION AND BEFORE BACKFILL OF ALLUVIAL,COLLUVIAL,AND TERRACED AREAS AND ANY 2. EROSION CONTROL BMPS SHALL BE IMPLEMENTED AND MAINTAINED TO MINIMIZE THE ENTRAINMENT OF SOIL IN RUNOFF FROM DISTURBED SUBSTRUCTURES. SOIL AREAS ON CONSTRUCTION SITES. B. DURING ALL ROUGH GRADING AND OPERATIONS INCLUDING PRE-COMPACTION,BENCHING AND FILLING OPERATIONS. OWNER /APPLICANT LEGEND /ABBREVIATIONS C DURING INSTALLATION OF BUTTRESS AND CANYON SUB-DRAINS AND FILTER MATERIAL. 3. SEDIMENT CONTROL BMPS SHALL BE IMPLEMENTED AND MAINTAINED TO MINIMIZE THE TRANSPORT OF SOIL FROM THE CONSTRUCTION SITE D. WHEN ANY UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED DURING CONSRUCTION. NICHOLS ROAD PARTNERS,LLC A.C. ASPHALT CONCRETE CENTERLINE 4. GRADING SHALL BE PHASED TO LIMIT THE AMOUNT OF DISTURBED AREAS EXPOSED TO THE EXTENT FEASIBLE. 25, EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED NTH ROSEA ICE PLANT OR ANOTHER APPROVED GROUND COVER,AT 12"ON P.O. BOX 77850 AG AC. ACRE PROPERTY LINE 5. AREAS THAT ARE CLEARED AND GRADED SHALL BE LIMITED TO ONLY THE PORTION OF THE SITE THAT IS NECESSARY FOR CONSTRUCTION. CENTER. SLOPES OVER 15'IN VERTICAL HEIGHT,IN ADDITION TO GROUND COVER,SHALL BE PLANTED NTH APPROVED TREES SHRUBS OR CORONA, CA 92877 A.B. AGGREGATE BASE RIGHT OF WAY COMBINATIONS THEREOF. SHRUBS SHALL BE PLANTED A 10'ON CENTER; TREES AT 20'ON CENTER;COMBINA TONS 15'ON CENTER. CONSTRUCTION SITE SHALL BE MANAGED TO MINIMIZE THE EXPOSURE TIME OF DISTURBED SOIL AREAS THROUGH PHASING AND SLOPES OVER 3'IN VER7/CAL HEIGHT SHALL HAVE PERMANENT IRRIGARON SYSTEMS WTH BACKFLOW PREVENTION DEVICES PER U.BC PHONE' (951)277-3900 ALOE ARMY CORPS OF ENGINEERS PROPOSED LOWINE SCHEDULING OF GRADING AND THE USE OF TEMPORARY AND PERMANENT SOIL STABILlZA7/ON. BC BEGIN OF CURVE PROPOSED WATER 26. APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPER7ES DURING THE CB CATCH BASIN PROPOSED STORM DRAIN 6. ONCE DISTURBED,SLOPES(TEMPORARY OR PERMANENT)SHALL BE STABILIZED IF THEY WILL NOT BE WORKED WITHIN 21 DAYS. DURING GRADING PROJECT. CIVIL ENGINEER COFW CALIFORNIA DEPARTMENT OF PROPOSED SEVER THE STORM SEASON,ALL SLOPES SHALL BE STABILIZED PRIOR TO A PREDICTED STORM EVENT CONSTRUCTION SITES SHALL BE RSH AND WILDLIFE REVEGE7ATE0 AS EARLY AS FEASIBLE AFTER SOIL DISTURBANCE. PROPOSED RECYCLE WATER THE END OF EACH DAYSS WORK ENGINEERING,INC. C&G CURB AND GUTTER 27. APPROVED EROSION PREV£N R TIVE DEVICES SHALL BE PROwDEO AND MAINTAINED DURING THE RAINY SEASON AND SHALL BE/N PLACE A T OIL, CL, CL CENTER LINE STREET GRADE&FLOW DIRECTION 7 STOCKPILES OF SOIL SHALL BE PROPERL Y CONTAINED TO ELIMINA 7E OR REDUCE SEDIMENT TRANSPORT FROM THE SITE TO STREETS 357 57 N. SHERIDAN STREET, SUITE 117 CY CUBIC YARD ^700---�PROPOSED CONTOUR DRAINAGE FACILITIES OR ADJACENT PROPERTIES NA RUNOFF, VEHICLE TRACKING,OR WIND. 28. ALL WORK SHALL CONFORM TO THE CITY AND STA IF CONSTRUCTION SAFETY ORDERS. CORONA, CA 92880 D/L DAYLIGHT ^703----EXISTING CONTOUR 8 CONSTRUCTION SITES SHALL BE MAINTAINED IN SUCH A CONDITION THAT A STORM DOES NOT CARRY WASTES OR POLLUTANTS OFF THE 29. THE LOCATION AND PR07FCTION OF ALL UTILITIES IS THE RESPONSIBILITY OF THE PERMITTEE PHONE (951)279-1800 DWY DRIVEWAY TOP OF SLOPE SITE DISCHARGES OTHER THAN STORMWATER(NON-STORMWATER DISCHARGES)ARE PROHIBITED,EXCEPT AS AUTHORIZED BY AN INDIVIDUAL E.A.,EA EACH TOE OF SLOPE NPDES PERMIT THE STATEWIDE GENERAL PERMIT-CONSTRUCTION ACPWTY.P07FN77AL POLLUTANTS INCLUDE BUT ARE NOT LIMITED TO: 30. AN APPROVED SET OF GRADING PLANS SHALL BE ON THE JOB S17E AT ALL TIME EC END OF CURVE SOLID OR LIQUID CHEMICAL SPILLS WASTES FROM PAINTS STAINS,SEALANTS SOLVENTS DETERGENTS GLUES LIME,PESTICIDES, EP END OF PAVEMENT ® PROPOSED RETAINING WALL HERBICIDES FERTILIZERS WOOD PRESERVATIVES,AND ASBESTOS FIBERS PAINT FLAKES OR STUCCO FRAGMENTS,FUELS, OILS LUBRICANTS 31. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE FROM BEGINNING TO COMPLETION OF GRADING OPERATION. SOILS ENGINEER EG EXISTING GROUND AND HYDRAULIC,RADIATOR OR BATTERY FLUIDS;CONCRETE AND RELATED CUTTING OR CURING RESIDUES;FLOATABLE WASTES; WASTES FROM ENGINEIEQUIPMENT STEAM CLEANING OR CHEMICAL DEGREASING; WASTES FROM STREET CLEANING;AND SUPER-CHLORINATED 32. ALL SLOPES SHALL BE PLANTED AND IRRIGA TON FACILITIES SHALL BE PROVIDED FOR ALL SLOPES IN EXCESS OF 3 FEET VERTICAL HEIGHT EX.,EXIST. EXISTING 7R-� PROPOSED STREET LIGHT POTABLE WATER FROM LINE FLUSHING AND TESTING. DURING CONSTRUCTION,DISPOSAL OF SUCH MATERIALS SHOULD OCCUR IN A W THIN 90 DAYS AFTER COMPLETION OF ROUGH GRADING AND SHALL BE/N ACCORDANCE NTH CITY OF LAKE ELSINORE GRADING ORDINANCE GEOTEK, INC FH FIRE HYDRANT SPECIFIED AND CONTROLLED TEMPORARY AREA ON-SITE PHYSICALLY SEPARATED FROM POTENT/AL STORMWA TER RUNOFF, NTH ULTIMATE NO.882 PRIOR TO THE APPROVAL OF FINAL INSPECTION. 1548 NORTH MAPLE STREET FIG FINISH GRADE PROPOSED FIRE HYDRANT DISPOSAL IN ACCORDANCE NTH LOCAL,STATE AND FEDERAL REQUIREMENTS. CORONA, CA. 92880 FL FLOWLINE 9. RUNOFF FROM EQUIPMENT AND VEHICLE WASHING SHALL BE CONTAINED AT CONSTRUCTION S17E AND MUST NOT BE DISCHARGED TO 33. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF NTH THE SITE AND BE SOLELY RESPONSIBLE FOR ANY CONTACT, ANNA M. SCOTT FM FORCE MAIN DAYLIGHT LINE DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS WHETHER OR NOT SUCH FACILITIES ARE SHOWN RECEIVING WATERS OR THE LOCAL STORM DRAIN SYSTEM. ON THESE PLANS (951)-710-1160 FS FINISHED SURFACE _ PAD LIMl7 LINES GB GRADE BREAK TU APPROPRIATE BMPS FOR CONSTRUCT/ON-RELATED MA TER/ALS WASTES SPILLS OR RESIDUES SHALL BE IMPLEMENTED TO EL/MINA TE OR 34. THE DESIGN ENGINEER SHALL PROVIDE A MINIMUM OF ONE BLUE TOP PER FINISHED PAD,PRIOR TO ROUGH GRADING APPROVAL. SOILS ENGINEER'S CERTIFICATE HP HIGH POINT LINE OF SIGHT AT INTERSECTIONS REDUCE TRANSPORT FROM THE SITE TO STREETS DRAINAGE FACILITIES OR ADJOINING PROPERTIES BY WIND OR RUNOFF.LE,LF LINEAL FEET 35. APPROXIMATE DATE OF BEGINNING OPERATION: J 202 2020 LN LANE DIRECTION OF FLOW 11. ALL CONSTRUCTION CONTRACTORS AND SUBCONTRACTOR PERSONNEL ARE TO BE MADE AWARE OF THE REQUIRED BMPS AND GOOD COMPLETION. DECEMBER 2020 THESE GRADING PLANS HAVE BEEN REVIEWED BY THE UNDERSIGNED AND FOUND 70 LP LOW POINT HOUSEKEEPING MEASURES FOR THE PROJECT SITE AND ANY ASSOCIATED CONSTRUCTION STAGING AREAS. BE IN COMFORMANCE NTH THE RECOMMENDATIONS OUTLINED IN THE SOILS AND LS LANDSCAPE LOT NUMBER 12 DISCHARGING CONTAMINATED GROUNDWATER PRODUCED BY DEWATERING GROUNDWATER THAT HAS INFILTRATED INTO THE CONSTRUCTION 36. NO ROCK OR OTHER IRREDUCIBLE MATERIAL WITH A MAXIMUM DIMENSION GREATER THAN 3"WILL BE PLACED IN FILLS WITHIN ROADBED AREAS GEOLOGICAL RECONNAISSANCE REPORT PREPARED FOR THIS DEVELOPMENT. OR Y OF FINISH GRADES,UNLESS THE LOCATION,MATERIALS AND DISPOSAL METHODS ARE SPECIFICALLY APPROVED BY THE SOILS ENGINEER. yF� MAX MAXIMUM SITE l5 PROHIBl7E0.DISCHARGING OF CONTAMINATED SOILS VA SURFACE EROSION l5 ALSO PROHIBITED.DISCHARGING NON-CONTAM1NA7ED // -y MIN MIN/MUM A LETTERED LOT GROUNDWATER PRODUCED BY DEWA T R/NC ACTIOTTS MAY REQUIRE A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM(NPDES) 37 THE ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND OBTAIN INSPECTION BEFORE APPROVAL. , -J AR MH MANHOLE O PERMIT FROM THE REGIONAL WATER QUALITY CONTROL BOARD. �/ GE 20 08-1 9-202D NA.P. NOT-A-PART P-1300.0 PAD ELEVATION 13 BMPS SHALL BE MAINTAINED AT ALL TIMES. IN ADDITION,BMPS SHALL BE INSPECTED PRIOR TO PREDICTED STORM EVENTS AND 38. GRADING PLANS WILL NOT BE APPROVED UNTIL ALL RETAINING WALLS ARE APPROVED BY THE BUILDING DEPARTMENT. �' `--- N12042 NIS NOT TO SCALE lG ANRE RCE NO. DATE DETAIL FOLLOWING STORM EVENTS. 39. THIS SITE HAS OBTAINED A NATIONAL POLLUTION PREVENTION ELIMINATION SYSTEM(NPDES)PERMIT TO REGULATE MUNICIPAL AND INDUSTRIAL ��fpRFCNN�y"� PAL PROPERTY LINE STORM WATER DISCHARGES. rfpf BA�YFo"` PROP. PROPOSED ®~SHEET NUMBER 14. AT THE END OF EACH DAY OF CONSTRUCTION ACTIw7Y,ALL CONSTRUCTION DEBRIS AND WASTE MATERIALS SHALL BE COLLECTED AND NPDES WDID,f8 33CJ89646 DATE PERMIT ISSUED: 03/0512020 R/W,RW RIGHT OF WAY PROPERLY DISPOSED OF IN TRASH OR RECYCLE BINSR RADIUS PROPOSED 100 . AR 40. DRAINGE EASEMENTS WILL BE KEPT CLEAR OF ALL OBSTRUCTIONS NO BUILDINGS OR WALLS SHALL BE PLACED WITHIN EASEMENT LIMITS SCE SOUTHERN CALIFORNIA EDISON FEMA FLOODP AIN TEMPORARY IMPROVEMENTS ARE SUBJECT TQ REMOVAL AT OWNER'S EXPENSE EARTHWORK QUANTITIES RAW OUT. 213,242 CY SD STORM GRAIN WATERS OF THE STATE S SEWER (CDFW JURISDICTION) SHEET INDEX ��� RAW FILL T IJ,0 CY SW SIMILAR WATERS OF THE US (ROPE JURISDICTION) SHEET i TITLE SHEET BENCH MARK. SF,S. SQUARE FEET NET EXPORT. 13,642 CY SW SIDEWALK PROP.ROCK(RIP-RAP) SHEET 2-3 SECTIONS TC 70P OF CURB CHANNEL OR RETENTION SHEET 4 DETAILS BM B-95-61 TYP. TYPICAL SHEET;4 ROUGH GRADING PLAN FROM THE APPROXIMATE INTERSECTION OF COLLIER SHEET 14 SD LINE C-1&LAT C-1 uC VERTICAL CURIE AC PAVEMENT REMOVAL AVENUE AND NICHOLS ROAD 175 FEET SOUTHEASTERLY SHEET 15 SD LINE G W&LAT S DIAL 1��q ALONG COLLIER AND 38 FEET NORTHEASTERLY TO W WATER SHEET 16-19 RETAINING WALL PLANS BEFORE DAYS BEFORE BENCHMARK 10 FEET SOUTHERLY OF A LIGHT STANDARD YOU DIO YOU DR; AND 10 FEET SOUTHERLY OF END OF CURB.SET CHISELED TOLL FREE 1-800-422-4133 SQUARE ON NORTHEASTERLY CURB. UNDERGROUND SSERVCEBY ALERT ELEVATION. 1271.76'(NcuD29) ENG-2019-00473 WDID #8 33C389646 MB ERSC 08/25/2020 MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY. SEAL CITY OF LAKE ELSINORE SHEET NO. CONDI7ONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND A PERMIT MAY ENGINEERING 357 N. SHERIDAN STREET QROFESS/0N BE ISSUED. SUITE 117 �o N K .pg'9Y RCE EXP. DATE 1. LAND PLANNING CORONA, CALIFORNIACALIFORN/A 92880 �\ TRACT 37305 P REVIEWED er. ROUGH GRADING PLAN 7 (951)279-1800 SURVEYING FAX(951)279-4380 o, No.36996 OF 19 SHTS 8-31-2020 gineer g,Inc, * * INSPECTOR DATE R ON HAB�+C! lB RCE No. 83156 DATE 08/17/2020 f sryT CA F� SCALE AS SHOWN BENCH MARK SEE SHEET i TITLE SHEET FILE NO.. OFCAI� CITY ENGINEER DATE, AUGUST 2020 20-047 CITY OF LAKE ELSINORE KEITH G. OSBORN R.C.E.NO..36996 DATE orawnA R:\JB2663�iMd\BraMn9 Rougl,I663-RCP.1 i.Jv9 1-1 663-RCP-RRE 6REEi bawd B/I9/2610 fllQ AM Plofb?6/i9/1020 S41 AM Br Arturo Romero NLY S'LY CITY OF LAKE ELSINORE COUNTY OF RIVERSIDE R/W R/W SEE SECTION B R/W 60'PROVEMENEX. C R R/W 72' R/W 120' LIMITS OF 60'FUTURE 60'-PROP.IMPROVEMENTS FOR TR 37JO5 GRADING PRIVATE 10' 10' 30 25' 30 25' RlE 36' CL 36' RIES 12' 48' 48'- 12' LOT OT 36-1 L PARKWAY I 16, 10' 26' 26' 10' PARKWAY• PARKWAY i TRACT 37305-1 � 6 41' 14' 41'• 6 1 � I 5' 2'GRIND IDEWAL MEDIAN73FDEWA-L11 PROP. 6" VARIES FUTURE MEDIAN EXIST. GROUND S &OVERLAY PAD ELEV PAD ELEV AC BERM °-12 PER PUN PER PLAN --20Z �_ -0%-- --ZO%'- 20% VAR/ES VANES r c� TYP SURFACE/ T1P PROP.PAVEMENT PROP. 6"C&G WOOD MESA COURT SH EX. 6"BERM =1 - 1= ------ ---- NICHOLS ROAD WEST Of LOT 9 Of TRA�37305 PROP.PAVEMENTNTs x H=2' t7lC MODIFIED LOCAL STREET WIDENING 2'BENCH8'CURB&GUTTER NTSNOTE.• NO SIDEWALKCITY OF LAKE ELSINORE STD. NO. 100C— URBAN ARTE PROP. 8"C&G MODIFIED COUNTY STD. 105 SECTION D" ELEV FOR REFERENCE ONLY- ST TO BE CONSTRUCTED PER SEPARATE PLAN R/IY ( R/W ROUGH GRADE PER PLAN N'LY SLY 60' R/W R/W 10' 20' zo' 10' 22'R/W STREET SECTION � 120' LIMITS OF 4' 6' 6' 4' MODIFIED LOCAL STREET AT TRACT ENTRANCE FUTURE(VARIES 60'TO 77) PROP.IMPROVEMENTS FOR TR 37305(VARIES 60'TO 43) GRADING HITS 12' 48' VARIES VARIES 48'TO 31' 12' 2% 2A 27. 21* BEDROCK ROAD ONLY PARKWAY.- 41' 7' 0'TO 17' .PARKWAY -� 1 IDEWAL 7 2,1a 14' IDEWAL A.C. PROP. R� FUTURE MEDIAN MEDIAN PROP. M PAUEMENr P.6"SIDEWALK(TYP.) AC BERM PROP.6" CITY OF LAKE ELSINORE COUNTY OF RIVERSIDE 2-OX _ 2y�% ___ �a o Z__ LOCAL STREET C&G(TYP.) EL FORD ROAD - I1-1I1-1I NTS TRACT 37305-1 -____---- PROP. 6" - - LOT 39-1 10' AC BERM PROP.PAVEMENT ALL STREETS EXCEPT BEDROCK ROAD PARKWAY CITY OF LAKE ELSINORE STD. DWG. 108 WATER QUALITY/ NICHOLS ROAD - LOT 9 TO LOT 3 OF TRACT 37305 DETENTION BASIN NOTE.• NO PARKING ALLOWED ON RANCH ROAD 8'CURB&GUTTER NTS *1'BENCH FOR UP SLOPES, 2'BENCH FOR DOWN SLOPES 0 R/W 2'BENCH 5' CITY OF LAKE ELSINORE STD. NO. 100C- URBAN ARTERIAL PROP. 8"C&G FOR REFERENCE ONLY- ST TO BE CONSTRUCTED PER SEPARATE PLAN R/W R/W 72' EXIST GROUND TEMPORARY ROADWAY EASEMENT PER PM 10' 26' 26' 10' ------- --- TEMPORARY ROADWAY EASEMENT'B"PER PM 37465 TO BE VACATED ONCE THE ULTIMATE 37465 TO BE VACATED ONCE NEW INTERIM 2.Or IMPROVEMENTS SHOWN HEREON ARE ACCEPTED SOUTH ONE-HALF WIDTH IMPROVEMENT ARE ACCESSED BY THE CITY OF LAKE ELSINORE 4' 6' 6' 4' (WIDTH VARIES) BY THE CITY OF LAKE ELSINORE P NEW INTERIM IMPROVEMENTS FOR TR 37305 (WIDTH VARIES) BOTTOM OF BASIN 2' --- 133700 ELEV ULTIMATE ULTIMATE INTERIM N'LY R/W 120' S'LY R/W R/W -a_ -- -� r 60' UL INMATE 60 � � ��A.C. PROR SECTION "A" SIDEWALK(TYP.) NTS OP.6" SEE SHEET 12 VARIES 30'TO 12J29' 5' TOP MODIFIED LOCAL STREET C&G(TYP.) 7I NTS TOE 15'TO t 1 t 64' S' 0 t 11.64' BEDROCK ROAD PL R I MODIFIED CITY OF LAKE ELSINORE STD. DWG. 108 TRACT J7305-I WOOD MESA CT --_ CHANNEL TOP 3'BENCH NOTE• NO PARKING ALLOWED ON BEDROCK ROAD RESIDENTIAL LOTS —(VAR F L— — MIN. *2'BENCH MIN. ®R/W 7 _ EXISTING GROUND __ 2'BENCH 10' I 10' ---_ 2:1 MAX LOT 36-1 PARKWAY SLOPE SHOWN(2:1) - OX- - - I VARIES O.S. PROP. INTERIM R� 60' R/W j CONCRETE CHANNEL PROP. 6" PROP. PROP. 6'"��= p o EXIST GROUN AC BERM PAVEMENT AC BERM q\ ¢� 30' 30' --- __ `EXISTING 10' 10' 20' 20' 10' 10' P� _--�0% INTERIM N/CHOLS ROAD- EAST OF LOT 9 OF TRACT 37305 GROUND opt - Nrs _ PAD FOR REFERENCE ONLY— ST TO BE CONSTRUCTED PER SEPARATE PLAN WLY PAD ELEV PAD ELEV SECTION "B" PLAN NTS CITY OF LAKE ELSINORE�COUNTY OF RIVERSIDE El PER PUN r 4' 4' PER-7 SEE SHEET 11 R/W � PROP.FlNISH �` �` SEE SECTION B 60' jrSURFACE v _ l--_______ _ \ PL PRIVATE 10' 30' 30' UP TO UP TO LOTS L07 35-1 L TRACT 37JO5-1 10'4* 20' VARIES 19'TO 20' 5'MAX 5'MAX RESIDENTAL LOTS LOT TRACT7-730.5 1 TRACT 37305-1 I PARKWAY 2 GRIND 14-1, 15-1, 16-1 PL i i ROUGH GRADE TC ELEV 23 1 24 1 &OVERLAY H= 1.5' PER PLAN EXIST. GROUND o I (H=2'FOR S7R£ET5 W/STORM GRAIN) -2.O%-- --Z.O%�- VAS-TES _ I 60'R/W STREET SECTION 2'BENCH VARIES VARIES 2.0% VARIES 1 0 2 MIN. -� -� 3'MIN. LOCAL STREET WITH LOT FRONTAGE — PAD — — EX. 6-BERM NTS *PROP. 6"C&G EL TORO ROAD HANGING ROCK ROAD, BRUSH CREEK WAY, QUARRY WAY, BIGFORK ROAD '�q� STOVEPIPE CANYON CREEK PROP PAVEMENT MODIFIED LOCA NTS JL STREET WIDENING ----------------HORSESHOE BEND ROAD, FLATHEAD ROAD, &RIVER ROCK COURT - o EXIST. GROUND -II- I (MODIFIED COUNTY STD. 105 SEC77ON "C) R/W 60' R/w - - - *NOTE.• NORTH OF RANCH ROAD SHALL HAVE 6"C&G AND NO SIDEWALK SECTION "C" **NOTE. PARKWAY ADJACENT TO LOTS 2 THROUGH 7 OF TRACT 37305-1 VARIES FROM 10' TO 50' 30' 30' NTS WL Y VARIE 10' 20' 20' 10' VARIES SEE SHEET 11 RIW CITY OF LAKE ELSINORE COUNTY OF RIVERSIDE ELY R/VY SEE SECTION A 60' PAD ELEV PAD ELEV PL PL 30' 30' PER PLAN PER PLAN RESIDENTIAL LOT RESIDENTIAL LOT RESIDENTIAL LOT RESIDENTIAL LOT 4' PROP.KNISH 111' 1�P$ �` °"' SIDE OF LOT REAR OF LOT SIDE OF LOT SIDE OF LOT LOT 39—BASIN/ 10". VARIES 20'TO 22.55' VARIES 19'TO 20' SURFACE 2 TRACT 37305-7 PARKWAY 2 GRIND --- ------ ---- -- --- 5" &OVERLAY PAD ELEV X " 1. PAD ELEV 2'BENCH VARIESARIE 1'BENCH PER PLAN 21 -, PER PLAN EXIST. GROUND z ;� ,�, DM7j?= ��� _-__ 7 _ H ROUGH GRADE - - - D - - - VA �—IES TC ELEV d�d�c�d� a° _ —=PAD PAD 9194 *PROP.5�S��W�LKfa� H 2'FOR 57REETS lfl�570RM DRAIN) EL9TORO ROADIES £X.R6"BERM 6(0'R5/W STREET SECTION PER PLAN 'r PBEFORE DAYS NIS TOLL FREE 1-800422433 PROP.PAVEMENT (MOD�DED COUNTY STD 105 SEE ON "C) RAN H ROAD, H R R K OCAL S REET WNH /DE/BAC OR A RNER ROCK COURT SECTION "D" EET NING NO7E SOUTH OF RANCH ROAD SHALL HAVE 6 C&G AND 5 SIDEWALK C 0 SE CREEK ROAD, QUARRYRIVERBED ROAD, FLATHEAD 0 D, & SECTION"E" A PUBLIC SERVICE BY **NOTE.• PARKWAY ADJACENT TO LOT 39 OF 77?ACT MB ERSC 08/25/2020 NTS NTS UNDERGROUND SERVICE ALERT SEE SHEET 11 SEE SHEET 11 MARK RENSIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY. SEAL CITY OF LAKE ELSINORE SHEET NO.. CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND A PERMIT MAY im ENGINEERING 357 N. SHERIDAN STREET QROFESSIph, BE ISSUED, SUITE 117 �0 0 G.os qY RCE EXP. DATE LAND PLANNING CORONA, CALIFORNIA92880 ,�erct B�y`�? REVIEWED BY. TRACT.TT3O$ 2 7EL. (951)279-1800 2 m ROUGH GRADING PLAN SURVEY/NC FAX(951)279-4380 No.36996 A Engineering, Inc * * INSPECTOR DATE REMO HABIB, RCf No. 856 DATE OF 19 SHTS r4-; V 9 - 8-DATE 0 SCALE AS SHOWN BENCH MARK: SEE SHEET 1 FILE NO.. /^` �T9J�`OFCAUF���P SECTIONS CITY ENGINEER J ' 08/17/2020 DATE: AUGUST 2020 20-048 CITY OF LAKE ELSINORE KEITFr G °0 R.C.E. NO, 36996 DATE BravhA'?\JB166JIF]nm'\BwdA9 Roug1\663-R4P S4i 2dwg Lapuf:66J-RCS-6ECBCNS Sovcd:4nj2010 11:41 AM %ofteT.BfB/2010 il:J4 AM BLr Brme EXISTING TRACT EASEMENT LINE BOUNDARY TEMESCAL CANYON HIGH SCHOOL RANCH ROAD R/W TRACT 37305-1 PL LOTS RIVER BEND ROAD R/W TRACT 37305 PL APN 389-200-039 I PARCEL 3, PM 37465 38-1 O.S 24-7 1HRU 31-1 LOT 138 US EASEMENT TO THE CITY COMMERCIAL LOT OF LAKE ELSINORE Z 111_IJIIJIIJIIJIIJIIJI VA IS PE 10' CF 20' CL 20' K I �_=AD ENCH PARKWAY VARIES/ES VARIES VARIES 3'MIN. MAINTAINED �OWNERCOMMERCIAL x - -I ��- -------- EXIST 5'C. FENCE I PARKWAY PARKWAY VARIES PROTECT IN PLACE 4' 6' 6' 4' 1'BENCH Sw Sw I -i1=11L-III=1IL--III=1 I y MP =- EXIST DITCH EXISTING CHAINLINK FENCE PROTECT IN PLACE �I \ - o ��� II=" EXISTING+�2:1 19-259 _li,lll- w 1 Mp,d 3 (PROTECT IN PLACE) 6• II-=1i- SLOPE 2% 2% 2% 2% -III- 2,y 29 2 =1 1= a EXIST7NG SLOPE 2T1- �Ii'- 2% 1i'° c> !,7_ I I Gm=III=111JIL=1 � � STOVEPIPE CANYON CREEK EXISTING GROUND (VARIES) 6"C&G b A VARIES SECT/ON K -iiLm I" SECTION "r NTS -- -- NTS SEE SHEET 8 EXISTING �1 SEE SHEET 11 GROUND SECTION NTS PL R/W R/W PL R/w SEE SHEET 5 RESIDENTIAL LOT RESIDEN7AL LOT BEDROCK ROAD TRACT 37305 REAR LOT REAR LOT TRACT 37305 RANCH ROAD TRACT 37305 PL R/W 305 PL LOTS 129 THRU 134 LOT 1 10' LOT 141 O.S. RESIDEN7AL LOTS RIVER BEND ROAD TRACT 8 O.S. f 10' 1 MIN LOT 138 O.S. 10, CF 20' 20' OF 10' LNDSCP VARIES 2'BENCH PARKWAY VARIES 49 THRU 59 VARIES LOT 145 PARKWAY PARKWAY ESMT I 2'BENCH 10 O.S. PARKWAY 2'BENCH I 4' 6' 6' 4' I VARIES SW SW 1'BENCH 6' 4' VARIES - 6' 4" 2'MIN. PAD SW BENCH PAD 2% 2% 2% 2% - -1 III TOP OF 1 M 1 -III- - -PAD- - - SW 72MIN, -11, 1=1(,=1 1=1(,=1 1=1(,=1 1= -4EXISTING GROUND 2:1 MAX 2% 2. MP 11- P i_ --III���II1111111���1111�1111���1111� 2% 2% -PAD — — IIISLOPE Z' MAX _ .IIIIr _ 21 PAD — ` " SECTION "/N" 6"C&G ��__ MIN.6"C&G 6"C&G 1-11=1�'� 2SECTION L s"c&c -SECT/ON C" — — L--" /11j$ NTS I JL FJ' TOVEPIPECANYON CREEK NTS SEE SHEET 7&8 SEE SHEET 5, 7&8 � SEE SHEET 10 SECTION "S" PL PL R/W NTS SEE SHEET 1 J EXIS77NG GROUND' NICHOLS ROAD PARCEL 3, PM 37465 PARCEL J PM 37465 TRACT 37305 COMMERCIAL LOT PL TRACT 37305 TRACT 37305 COMMERCIAL LOT RESIDEN7AL LOTS 60 THRU 66 72 RESIDENTIAL LOTS PARK SITE OF PL 1 THRU 3 LOT 14J VARIES 2'BENCH 60" 12' LS SLOPE TRACT 37305 TRACT 37305 TRACT 37305 PARKWAY VARIES RESIDEN7AL LOT 81 LOT 137-ACCESS ROAD TO WQMP BASIN LOT 139 O.S. 2'BENCH VARIES 1 I MAINE BY 2' VARIES 20' 767' 3'MIN. COMMERCIAL BENCH ACCESS ROAD o I PROPERTY OWNER PAD ELEVA 77ON PAD PAD 6' 6' 2' - _ 27 ~ PARK SITE ROUGH GRADE h -h III J III-Ji - - =III III III=III=III III=III= 'r70 3 Ti�T�Ti IT�Ti�=11 w - aF 29 SW BENCH 1 i _ �-1 _ 7r - - _ _ -- CANYON CREEK PAD — — — SECT/ON N 21 n, 111 r m rt 1 I n STOVEPIPE -__--_- hill= - SEE SHEET 10 PAD _ _I1- " " 2% 2% I' II EXISTING GROUND 2:1 MAX 1 \>�FA- // _ dI-ILI" �IH/_III MAX Fp I - EXIST GROUND cECT/ON 1"/�" "' y'll NTS -"' "' EXISTING GROUND J SEE SHEET 6 8"C&G SECTION "T" NTS NTS SECTION "R" S££SHEET 9 PL SEE SHEET 10 PROJECT TRACT 37305 TRACT 37305 BOUNDARY NTS D TTEN770N/WATER QUALITY BASIN LOT 139 O.S. Sly SEE SHEET 5 LOT 137 rVEPIPE PL R/W I-15 FREEWAY PARCEL3 PM37465 COMMERCIAL LOTZVARIES 20' VARIESTRACT 37305 NICHOLS ROAD-PER SEPARATE PLAN AND PERMIT o RESIDENTIAL LOTS 3 THRU 11 LS SLOPE VARIES 20'MIN ACCESS ROAD 10' 12' VARIES _ T ____ - CANYON CREEK O.S I g W MAINTAINED BY COMMERCIAL -III _ - - - _ _ _ - EXIS77NG GROUND - - 12..1% -�PEI -11 2'BENCH LOT 142 I PARKWA EWAL EXIS77NG INK FENCE it 6' P III-1"IIQi= III III-III III-1 -ITI-ITI-III-III=III-III-Illiil_II I'- X 12EMPORARY _ - III III 1i1=1i1=1T1ll� ll 111-III 111=1 i111 II EXIST7NG GROUND�\�\FfS PROPERTY OWNER o _ CALTRANS CHAIN SEDIM NT BASIN 20% 7 (PROTECT IN PLACE) x ENC 1 M X= 1_ g ----- IMA - =III \oQFa PAD 2.1 MP1_II„III-IIIII,11=1i1=1rl=lil= — -- ----------- --------- --_ -H=11f=itt-It-ttl-r 0 2. II III OPE :III �L� 2.OZ4:1 SL III -III-------- /7 BASIN J 1�111=11�111=11�111=11�111= �PR- VEMENT J 20% _ _ .- ELEV=1291.5 = III= s��" PROP. 8 C&G --_-_- _-11, - - - - SECTION V EXIST7NG NTS SECTION "I" �EXISTING SWALE GROUND SEE SHEET 9 NTS AS SHOWN SECTION "O" SEE SHEET 10 NTS BOUNDARY PROJECT PL BOUNDARY SEE SHEET 6 Sly 1-15 FREEWAY TRACT 37305 R/W /-15 FREEWAY PARCEL 3,PM 37465 o DETENTION/WATER QUALITY BASIN RESIDENTIAL LOTS 2'BENCH COMMERCIAL LOT LOT T37 II-II---II -II 12 THRU 28, 48, 49 NICHOLS ROAD - ------- o TRACT 37305-LOT 141 O.S. PER SEPARATE PLAN AND PERMIT Q LS SLOPE VARIES VARIES 20' PAD VARIES 2'MIN.BENCH 12' MAINTAINED BY COMMERCIAL _ I VARIES ACCESS ROAD - = IrIIL=111r11- 2 PARKWAY I PROPERTY OWNER MPx _-Irk EXISTING CAL TRANS -2:1 SLOPE 6' EXISTING CAL TRANS Ig �" 21 CHAINLINK FENCE a a EXISTING a 21 6' o - --_-------_-- LOTS 15-20 I IDEWAL o //-// II- PROTECT IN PLACE o 2% =--J CHAINLINK FENCE "B' - SLOPE ( BENCH h p PROTECT IN PLACE I- MIN WQMP ��UIInU ( o SLOPEIII-III=-- �E20�� 2 % = w 4 1 Tr BASIN ~ '- � 129BA ELEV *FOR LOTS 15-20,SLOPE SHALL BE 2:1 FRLMI PROP.PAVEMENT 2�OX — "'-III-III-III=11 L=9IR TwOwmIgGTOR BENCH TO ACHIEVE SIGHT DISTANCE, - _--- i'II-" EXISDAYS BEFORE BOTTOM BENCH BILL VARY PROP. 8"C&G --- --� EXISTING SWALE GROUND YOU DIG ExisnNc swALE SECTION "P" AS SHOWN TOLL FREE 1-800-422-4133 SECT/ON "/" AS SHOWN SECTION "Vw A PUBLIC SERVICE BY NTS NTS SEE SHEET 6 MB ERSC 08/25/2020 NTS UNDERGROUND SERVICE ALERT SEE SHEET 7& 10 SEE SHEET 9 MARK RENSIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY SEAL CITY Of LAKE ELSINORE SHEET NO. CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND A PERMIT MAY ®ENGINEERING 357 N. SHERIDAN STREET QROFESSIph, BE ISSUED. SUITE 117 �0 0 c.os a7 RCE EXP. DATE � LAND PLANNING CORONA, CALIFORNIA 92880 tie a;S Bo Fi TRACT 37305 P REVIEWED er. 7 (951 279-1800 '� 2 z SURI/EYING FAX(951) ROUGH GRADING PLAN 279-4380 No.36996 ` Engineering, Inc. * INSPECTOR DATE OF 19 SLITS F 8-31-2020 SCALE: AS SHOWN BENCH MARK: SEE SHEET 1 FILE NO. RE ONRE ON HAB�RCENoNo. 83155 DATE /^` �T9J``pFCAI�F���P CITY ENGINEER J ' Og�1��ZO20 DATE AUGUST 2020 SECTIONS 20.049 CITY OF LAKE ELSINORE KEITHr G 0 0 R.C.E. NO,36996 DATE OravhA'?�3B166JIF]ntl�BwdA9 Roug1\663-R4P S4i Jdwg Lepuf:SCMM'S&DEiAMS-SHE£!J SaroG B/1B/1010 9:48 AM HoffeJ B/IB/1010 11:35 AM BK Lvwe TOP OF EMBANKMENT ELEV. PER PLAN&BASIN CONSTRUCTION DATA 14 30.81 10 EASEMENT NOTES FG ELEV -IF NOT NOTED ON 3"THICK CONCRETE ° CY] 2'PER PLAN* 2 _ ° CONCRETE SHALL BE PLAN, FG PAD ELEV INDICATES AN EXISTING EASEMENT FOR ROAD AND UTILITY PURPOSES, IN FAVOR OF MARY ELIZABETH FG ELEV CUMMINGS, RECORDED ON NOVEMBER 16, 1966 PER INSTRUMENT NO. 11IJ14 OF OFFICIAL RECORDS. I.II _ FLOWLINEa° CLASS 560-C-3250. PER PLAN* MAXIMUM WATER SURFACE ELEVATION FOR 100-YEAR STORM - • REINFORCING SHALL BE Z INDICATES AN EXISTING EASEMENT FOR POLE LINES AND OR CONDUITS, IN FAVOR OF SOUTHERN CALIFORNIA I'�II - a 6'X6"- W. 4 WELDED -- EDISON COMPANY, RECORDED ON DECEMBER 31, 1968 PER INSTRUMENT N0. 127429 OF OFFICIAL RECORDS. 70 ill - " , " ° o ' a WIRE MESH(W.W.V.)OR �� 1 N BE QUITCLAIMED ONCE FACILITIES ARE REMOVED. - , , APPROVED EQUAL _.a_ ----- -- IIIIII #4 REBAR, WELDED - , ® INDICATES AN EXISTING IRREVOCABLE OFFER TO DEDICATE AN EASEMENT FOR DRAINAGE AND SLOPE PURPOSES IN FAVOR 2'MIN. b"MIN. _ PAD LIMIT PAD LIMIT OF THE COUNTY OF RIVERSIDE,RECORDED ON JANUARY 11, 1983, PER INSTRUMENT NO.. 5623 OF OFFICIAL RECORDS. 'IIII- 2" WIDE STEEL STRAP a e a" -III- WITH 3/8" BOLT ° m A5 INDICATES AN EXISTING RESERVATION OF EASEMENTS AND RIGHTS NECESSARY TO MAINTAIN, OPERATE, REPLACE, REMOVE, =IIII OR REVIEW IN-PLACE PUBLIC UTILITY FACILITIES, RECORDED ON FEBRUARY 5, 2013 PER THE VACATION OF A PORTION OF III 4 A��71 NICHOLS ROAD RECORDED AS INSTRUMENT NO.2013-0065707 OF OFFICIAL RECORDS. III 1 ° PER PLAN PROP TOP i 36" DIA. CSP 1/2" DIA. HOLES, 24"CLASS 111 © INDICATES AN EXISTING EASEMENT FOR FUTURE CAL TRANS WIDENING/IN FAVOR OF THE CITY III III (i50LB)RIPRAP " " OF ARROYO OF LAKE ELSINORE, RECORDED ON DECEMBER 20,2013 PER INSTRUMENT NO.. 2013-0589006. I''I-II BASIN FG ELEV 12. O.C. AND a PAD ELEVA 77ON PAD ELEVA 77ON PAD ELEVA 77ON PER PLAN&BASIN STAGGERED 70P OF STRUCTURE PER PLAN PER PLAN PER PLAN INDICATES AN EASEMENT FOR ROADWAY PURPOSES IN FAVOR OF THE CITY OF LAKE ELSINORE, 'III III CONSTRUCTION DATA DEDICATED PER PARCEL MAP NO. 37465 ' III EXISTING GROUND FLON2INE -_-S-SR A 6I A 2' DIA. CSP 111111= PER PLAN 8" MIN. TO 12" MAX. PL 24"CLASS 111 150LB RIPRAP S-5R r-m-i7f- INDICATES AN EASEMENT FOR ROADWAY PURPOSES IN FAVOR OF THE CITY OF LAKE ELSINORE, 2' LONG � ( ) � �" B DEDICATED PER PARCEL MAP NO. 37465 -1 _ _ _ _ 6"LAYER BACKING NO, 3 III IIIII i,lll-� U rn CONC. COLLAR PER a =III„ I, -III=III =III=1 =III=III= = g 21% ll B PAD LIMIT --— - - 14' S=Z' —Z— 7r----- �— RCFC&WCD STD. , 1'MIN. �� PROP. ARROYO FL =1II III=1 —III = `" III—III III—III III III a' 2'CUTOFF WALL PER --- SEE LANDSCAPE PLANS -III III=1 II—III III: 3" GUNITE 5=6.25z CONSTRUCTION NOTES QTY UNIT a - 6'x6"-W1.4/ + ( - DETAIL HEREON FOR TYPICAL SEC70N R W L� 1.4 W.W.M. 1'_2 .'- 6'X6'X1D'X1o"W.W.M. 8" CONSTRUCT RETAINING WALL PER SEPARATE PERMIT.SEE 3HEET5 16-19 FOR 152 LF - R11N, z -III 1��-III- „I 4'CUTOFF WALL PER U FUTURE CURB FACE NOTES AND DETAILS �IHII �� TYP. m FILTER/All/aC DETAIL HEREON PLAN VIEW P -11I IIIII III—II e DAYLIGHT 70 EXISTNG to- CON57RUCT SEDIMENT BASIN AND RISER PER DETAIL ON SHEET 4 2 EA —III III III, m ° N o 70P OF STRUCTURE TOP OF ARROYO NTS 24" HDPE PIPE SET TEE SECTION IN WET ° „. CONCRETE FOOTING & _ — —° I— 12' 12' o- CONSTRUCT BLOCK WALL PER DETAIL ON SHEET 12(HEIGHT VARIES) 48 LF 12 12' w TROWEL INSIDE TO DRAIN—III—III—III—III— 1=III=III=III=1 '. Ii=ITT-1T1=ITi=1Tl ITi=1T1=ITi=1Tl= "o _ w INVERT PER PLAN INVERT PER PLAN 12 'I— — 72 — —II: TEMP 1 FT HIGH R w o- CONSTRUCT X WIDE CONCRETE V—DITCH PER DETAIL ON SHEET 4 1660 LF ANCHOR BLOCK MIN. 500—C-2500 \\\ 1 r- —I --I — 1� - — BERM TYP.)PER co o CONCRETE OR APPROVED EQUAL ( w So- CONSTRUCT 4'WIDE CONCRETE V-DITCH PER DETAIL DN SHEET 4 lo3D IF EDIMENT BASIN AND 36A 1....7P RISER =1 DETAIL HEREON 1 0 "� PROP ARROYO �w�1111-__ PIA w 2 FLOWLINE FLON2INE SEE LANDSCAPE o 0 NTS 6 X6'X70"XlO"W.W.M. PAD ELEVA 77ON W PLANS 6 CONSTRUCT 4'CUTOFF WALL PER DETAIL ON SHEET 4 4 EA SECTION'A' SEC77ON PER PLAN _ _ 3• q' ` \ -`= -` - DELEVATION 6" ' 1.5' 6" 6" 2' 2' s" DOWNDRAINPER PLAN STORM DRAIN CONSTRUCTION NOTES QTY UNIT --- NIS Q e V D1�a'HO7� SECT/ON AA CONSTRUCT ENERGY DISSIPATOR-IMPACT BASIN PER SPPWC STD.NO.384-3 �_ 'h - �` "� '� 1. CONCRETE SHALL BE CLASS 560-C-3250(AIR BLOWN SHALL BE CLASS 600-B-3250J 21 � 2 EA " i' 1' �. i' ZF - (W=4 " 2 REINFORCING SHALL BE 6 X6"- V.4 MELDED WRE MESH(W.W.M.)OR APPROVED EQUAL FOR SIDEYARD GRADING WHERE PAD 22 CONSTRUCT CONCRETE COLLAR PER RCFC&BCD STD.NO.M803 5 EA f=_ ti 3 GROUND SHALL BE PRE WETTED PER SOILS ENGINEERS DIRECTION PRIOR 7o PLACEMENT OF CONCRETE DIFFERENCE IS GREATER THAN 1.0' 6'X6'X70'X7o"W W.M. III- \.� i - 'I 6"X6 X10X70"W W M. _ 4.DOWNDRAINS SHALL BE LOCATED IN FACE OF THE SLOPE IN SUCH A MANOR AS TO 23 CON57RUCT MANHOLE NO. 1 PER RCFC&WCD STD.NO. UH251 2 EA -1 I- I_ ° o MINIMIZE l7S VISIBILITY AVOID DRAINS IN THE MIDDLE OF SLOPE OR RIDGE OF SLOPE. WHERE POSSIBLE,USE THE VALLEY BETWEEN SLOPES FOR LOCA77NG DOWNDRAINS 2 24 COIV57RUCT 36"CSP DIAMETER RISER PER DETAIL DN SHEET 4 2 EA 11=1 I_ �Irl 5.FOR V-DITCH OUIlET/RIPRAP STRUCTURE SEE BELOW TEMP 1 FL HIGH R 3'WIDE V"DITCH 4' WIDE V-DITCH DETAL(HREONR �2' o 25 CONSTRUCT 24"RCP(D-LOAD PER PROFILE) 130 LF � Z, ,5 NTS NTS PL EXISTING GROUND o 0 26 CON57RUCT 18"RCP(D-LOAD PER PROFILE) 13 LF PER PLAN 24"CLASS III(150LB)RIPRAP PAD ELEVA 77ON ~ W PER PLAN 10' ° TOP OF D/ '.�!(HOLD) w "° 7'MIN 6"LAYER BACKING N0. 3 27 CONSTRUCT TEMPORARY 24"HDPE STORM DRAIN PIPE 629 LF 1' V-DITCH SIZE PER PLAN) PAD ELEVATION28 CONSTRUCT 12"RCP STORM DRAIN PIPE 20 IF SLOPE-PER ( `'a\: -PER PLAN,,a CONSTRUCT 24"CLASS 111(150LB)R/PRAP P£R DETAIL ON SHEET 4(DIMENSION a <aq °5 1O _ ° i_2 SECTION B'B 29 1275 SF J ` ° -� ^� ,-" FILTER - 4'CUTOFF WALL PER NTs PER PLAN) - 5' DITCH FLOWLINE° 5' � FABRIC R/W 30 CONSTRUCT CONCRETE BULKHEAD PER RCFC&N�'D SIR NO.M816 4 EA ° 6 X6"X70'X70"W.W.M. o DETAIL HEREON pgOlgE yr 10' INSTALL FLARED END SEC77ON PER CAL7RANS STD.DWG.D946 SIZE TO MATCH V-0?OH 7RA/uS/I7OJ-PLANNEW W j 31 OUTLET PIPE 1 EA V4N704 TRANSITION"PROFLE V1EW o PAD ELEVATION 32 CON57RUCT SPLASH WALL PER DETAIL DN SHEET 4.H=18"UNLESS OTHERWISE 60 IF a PER PLAN N07ED ADJACENT FINISHED SURFACE 2'_B" 33 INSTALL 12"PVC SDR-35 STORM DRAIN PIPE 65 IF WHERE APPLICABLE(SEE PLAN) � y FINISHED GROUND PL INSTALL 24"X24"NOS CB W17H SQUARE GRA IF OR APPROVED EQUAL LOCAL PER PLAN(SEE PLAN) 24"CLASS Ill(150LB)RIPRAP ATRIUM GRATE ON 12'X12"CB. 34 1 EA --- --------- 6"LAYER BACKING N0. 3 W OPENINGS. DEPRESSION PER DETAIL ON SHEET 4. 1"MIN. SQUARE GRATE / �ON 24 X STREET ROUGH 24"CB. 2 35 INSTALL 12 X12"NDS CS 67TH A7RIUM GRATE OR APPROVED EQUAL.LOCAL 3 EA f4®12" ,#9 3' o GRADE., SECTION C-C DEPRESSION PER DETAIL ON SHEET 4. - SLOPE PER PLAN- --I- (V RET)7RUCTURE 6 - N7-5 4®12"MAX ° - VARIES 37 CONSTRUCT DOBNORAIN PER DEDAL ON SHEET 4 1 EA 3 = IIIryp CUTOFF WALL cLR cLR �¢ Exis I I` —_ ,{�—I I I_II-I' 1�11-III �` �I I I� I lu1 Nrs 3 -III 36 INSTALL 8"PVC SDR-35 STORM DRAIN PIPE 225 IF GROU- III - EI hLaFl R W 3'CUTOFF WALL PER 6'X6'X7o"Xlo WW.M. / 10' n zo DETAIL HEREON PROAUVIEW g 4 ©12„ j 24"CLASS III(150LB)RIPRAP TOP OF GRATE DISPOSITION NOTES ti 6"LAYER BACKING N0. 3 EXISTING GROUND PER PLAN PAPER PLAN �� h Ao- PR07ECT IN PLACE 1=1 ICI ;,� a STREET ROUGH ` \ Bo- REMOVE AND DISPOSE OFF-SITE 'li =I a=III_ =III=i N=III=i =I I=1II II I- ° � ° ,cRAD£,- SECT/ON D"D 3"THICK CONCRETE. Co- REMOVE EXIS77NG NICHOLS ROAD WHEN IN7ERIM BYPASS ROAD IS BUILT FILTER FABRIC CONCRETE SHALL BE NTS PER PLAN 4 CLASS 560-C-3250. °Do- EXISTING VER/ZON CABINET TO BE REMOVED AND RELOCATED REINFORCING SHALL BE6 X6"- WC 4 WELDED !L' J/3 0 24"O.C. 3' 3' WIRE MESH(W.W.M.)OR COMPACT 70 909 MIN Eo- EXISTING POWER POLES TO BE REMOVED AND DISPOSED OFF-S/7E BY OTHERS CLASS U/�ISOLBJ RIPRAP APPROVED EQUAL RELATIVE COMPA 77ON N e xs x1s"coNc 2 9 Nrs ° BLOCKS,GROUT ALL ^� PAD ELEVATION CELLS SOLID 5.1 PER PLAN u \ �ZSPLASH WALL ° 52 IMBED 2"MIN INTO a a a GRATED CATCH BASIN \ 2:1 SLOPE MAX p C��II��IIn�``nV1� -,�III��lI� SIZE PER PLAN V LS `JLf NrS - - FRESH CONCRETE a ill 3"THICK V-DITCH ° ° I I � _ ° BERM DETAIL DIAL TWO WORKING BEFORE DAYS BEFORE 1 12" =r4=' , CB DEPRESSION YOU DIG YOU DIG = 54 55 Nrs TYPICAL LOT GRADING TOLL FREE 1-800-422-4133 LENGTH OF WALL IS 4'UNLESS PER FUTURE PRECISE GRADING PLANS A PUBLIC SERVICE BY NOTED ON PLANS MB ERSC 08/25/2020 UNDERGROUND SERVICE ALERT MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY SEAL CITY OF LAKE ELSINORE SHEET NO. CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND A PERMIT MAY ;wIIIENGINEERING 357 N. SHERIDAN STREET Q\yoFESSI04 BE ISSUED. SU17F 117 �o N c.os"9Y RCE EXP. DATE II K L LAND PLANNING CORONA, CALIFORNIA 92880 e�t Fi TRACT 31305 4 P TEL. (951)279-1800 RENEWED BY. ROUGH GRADING PLAN �J•-�,--�, tt � � 2 m SURVEYING FAX(951)279-4380 1. No.36998 ngmeenng,Ina * * INSPECTOR DATE SCALE: AS SHOWN BENCH MARK SEE SHEET 1 FILE OF 19 SH7S 8-31-2020 sT Civ\ P : NO.. RE ON HABIB, RCE No. 3156 DATE � -.... 08/17/2020 9JFOFCAI\F DETAILS 20-050 CITY ENGINEER __i_ DATE. AUGUST 2020 CITY OF LAKE ELSINORE KEITH G. OSBORN R.C.E. N0.36996 „ OmwnA R:\JB2663\Md\GraMn9 Rougl,I663-RCF SHI4.8"8 L f:663-RCP-0£IAtt6 6"rcd:8/74/2 10:35 AM Nt1 .8/i812 20 II:J6 AM By- 128 CONSTRUCTION NOTES �� - / \ o/ ��- ----�-- --- = - 1294 __ X1295.5 -pry- 1�$9.9 \ X � - -- --- - ---dlf� o- CONSTRUCT SEDIMENT BASIN AND RISER PER DETAIL ON SHEET 4 NICHOLS ROAD PER NICHOLS ROADS_ X1290.5 \ x, o _STREET PLANS 24 CONSTRUCT 36"CSP DIAMETER RISER PER DETAIL ON SHEET 4 )t 3 o 12 �A ` - - - X95 � '.. �- ----- -� - PARA -- � `- -- -- S 28 CONSTRUCT 12"RCP STORM GRAIN PIPE i / 23 '! 0 1297.2 �� PUN � N 22 --�� �R 29 CONSTRUCT 24"CLASS Ill(15OLB)RIPRAP PER DETAIL ON SHEET 4(DIMENSION X 1291.5 PER PLAN) i om o 31 INSTALL FLARED END SECTION PER CAL MANS STD.DWG.D946 SIZE TO MATCH o - as .t 207 �'p,55 _ ---+ OUTLET PIPE r/ CC3C� -- -� - - - \J _ rn _7-399.'I t-T DISPOSITION NOTE) "- N07E GRADING OFNICHOLS/�I . ,I`��r���`� I - Nam.- p �� '` 1317.66 TC --- �- i- PER LS %� - - - 18 ,y 95 , g._., - a- 2:1 MAX LINE OFSIGN EX f Ao- PROTECT IN PLACE ROAD STREET PUNS ROAD�' \r TG- f ,r 14�1p,5. 1' , ` __ _ _ - 1 - Lo _ LOT - -� 9. 7306.48 TC_- -"- OC f 1 - 144.41' / EX SIGNC X1303.� .:'PH ."I.a� _-� m y 13 - � SEE SHEET 4 FOR EASEMENT NOTES x x x - - 6 \\ - x - - �� A1) ,3p5.65 TO X131o5 I 49 _ 1311507 TC A x,32. x13,ts x - -� 15 r _- N5923'58"'W 34.5 X1 P=T7H.0 x13zo.3 .k- _ N l G '_ RO 2 OPE ° N I N I GLL OF-WA PER a x 7 __ - _ -_ _ SED LIN OF SIGHT _ o x� xt SL "- x x_1ao2' 5.39 � p0 .PARCEL MAP NO. 37465 _ V - f� NO STRUCNRES LANDSCAPING 131 S xt3,9.1 1315.58 T ____ \ _ 117035E 4791" _ti -X � om 14r3o4z p,55Y x,- OR EQUIPMENT GREATER II 70300' � P 30"IN HEIGHT SHOULD BE - 4 - L WITHIN LINE OF SIGH .63 x1311d �I A I ACED 'O } w, -� ^� �. - _ - "- _ PROPOSED R/W PER $� x13o3� o 18"RCP SD t/C I I ' X/ _ �� N- 70.3/ ' ' X7309.6 X1310.3 X1309.8 d-1929'S1" I I I�-�I 19.4 I"TC I 1 X,3: �\ x13o4.7 5 52 x,3o9.z RL 289.84 106 \I 1314.8 TC 1 0 9 co TC SEPARATE INSTRUMENT _ 7 I P .97' o - a.3 y 130 In 1 y- 35 ---- , �- LINE OF SIGHT x,3os.4 x13,o.1 T-4536" h � I I� 01314.I 7 TC � 1 P= 51 a I xt3ta. � o vIRRIRONLERSYSTEM x,3oJ . v BE INSTALLED PER BUBLANDSCAPE PLANS SHALL h 10 ov xuo _3772'0" - 12 9FL 8 3110, iT0 PROVIDE IRRIGATION(THIN THIS P. o a' 000 aoo' RIPRAP �10 \� X1309,3 TRACT BOU ARY / �� i o X,3,82 i h' P-45 O o s __ 10.1 ,x xt309.7 �C o 52 9 5 I AT-j p7 , 24"CLASS Ill(150LB)RIPRAP x,3oss 1 .50 rV l P=1315.8 p ti 3O' 130 �-�/ " W/6"LAYER BACKING NO. 3 x13oa.4 v Q h 7 I h AND FILTER FABRIC 157271'17" 2Z6 ' X fX. FENCEof 0 \ INCLUDE 3'TOE DOWN xuoss xl3oes x,3o9.7 Q I I ti ' ti I 1 �o0 129zs v,, �$ \ �o x1_m'=., Ihl o 53 A V. ENCE LIMITS OF GRADING/ m� X1307.6 I h = 0 C� P13151 X 1318.4I1297.4 EASEMENT LINE os <43,. M 0000' / \ 1 X1308.4 X1307.3 1, I �l 3 I 1 ^ '',110 WESTERLY BOUN o� 54 F �� 43 X1307.z x1308. o P=1315,0 O g 6 7 \ 36' J P-1314.4 I o h 1 OF PARCEL R �. ,ti9 � zv v 1 x13o7.6 2s' s n3 Ih m 1� 12400, 10' l'r]RCr-1 3 1306,5 � ° I1 1 j o Mp I I hO1 I i I V� 3 6 7 1 x1307.5 r',M, J1�✓J 42X 55 0 P 1314rC C� P�i7 < x13o6.6 .2 ass o h �li 0000' 1 a� 1a4 .82 0 1_ x t ,5 \ J~ I X1306.4 O I h X1306.5 ` 56 o ; X ^ 41 P=137. 7p I P-7373.0 ��1 18"RCP SD 3 0 Q, ITS OF GRADINGX/ 3 X1305.8 h 1 EASEMENT-LI NE 1111\05 7 _^-v 1050 07 0. I�, �°I1 1 4 D- 11 . X1 . h 1 P=1312.3 P=1312.7 X13054 13,� 123 40'5 EX .91 I. I x13oa.a �4 58 1 39 xt3o5, I I I -- SEEELSHEET 714 Z� 0 N__-'- __ ___ I 120.00' IP=1311.8 �O an7s'4f427i �ol / SO _ R 00 / / X1304.7 1 T.�3 h I d' N P 723,35' t'� 4 0 0 y \ v -292 ' �l ao o-5 \ a2� 29zs , 5C 3 .s4 _ o 4 27 E N SCALE. 1" 40' \ a xt3os,a 1 -- SEDIMENT BASING M ry O 59 \ \ 1 / C-1 2 S81 0'44" 10.00' ^ P=1310 5 38 g0 SEE SHEET 14 „� ,n I 0 40 80 120 160 \ x I - ,1 _ 1 61 PROPOSED 1 ^ 1 P=T370.9 vs� x1304.7 LAND$1ENPEi AS BAG /\//\��//ter✓ �I � T 275 a �Q 9 SD NE C-1 0 88 46 L7.03 �C41B� -�6E55 sESHErl4 ° TRACT BOUNDARY so3D3rc k ,- ro 7 1305.3 1� _ ow --- DAYS0--x'� .s_ TC n YOU DIG SBITOORE C. �in4 49 TC `.. A ,275� �� � � � � Oa.7 ,���. -- 130294 TC 4 OU DIC TOLL APUBLIC UNDERGROUND SERVICE BY O ALERT 4133 SEE SHEET NO. 6 SEE SHEET NO. p MB ERSC 08/25/2020 MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE NTH THE APPROPRIATE PREPARED BY.., SEAL CITY OF LAKE ELSINORE SHEET NO. SS SUITE 0NS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND A PERMIT MAY ®ENGINEERING N. SHERIDAN STREET p80FESSIp BE ISSUED.SSUED. SUTE/17 �0 0 c.os a7 RCE fXP. DAIS C � LAND PLANNING CORONA, CALIFORNIA 92880 ,�erct Bop`? RENEWED BY. ��'?7'30'S J TEL. (951)279-1800 2 m ROUGH GRADING PLAN SURVEYING FAX(951)279-4380 No.36996 Engineering, Inc. * INSPECTOR DATE OF 19 SIT IS 8-31-2020 s SCALE' AS SHOWN BENCH MARK: SEE SHEET 1 FILE NO. /REMON HABIR, RCE Aro. 83156 DATET9JfoPCAUF CITY ENGINEER / 08/17/2020 DATE. AUGUST 2020 ROUGH GRADING PLAN20-051 CITY OF LAKE ELSINORE KE1� R.C.E.NO.36996 DATE Orormg:R\38266JtFmtl\GwOng RwOA W-RCP WT SdV La t W-R(.P-PLNV $O✓M:44412020 9:M AM Pl-817812020 11:31 AM BY Drone SEE SHEET NO. 5 PROJECT BOUNDARY � JO -- 130532 TC �" x13 -4 _ o?36g' LIMIT OF GRADING 3 �� �I 4"RCP SD PER S9P i 'f _ ROPOSED 13062'• �1302 X' � � � � � Al — 9 O I ISEPA ATE PLAN LANDSCAPE x13o3s �1z9s. EA SEVEN 1 \ \V 15p5 P=1309.2 �I O \ \ X1304.4 `I 4.07' 101,02' 29- X1306.6 I X1302.7 1 Ilo urwrY4EpENsr� \ \ - =�o P 92 soli PER SR X130�.4 11 1 C 10099, FENCE � 1 �f+, X � -T-A P 13086 o \ 100 , �bd' Ci ® v 'f UrJRE G�iYIi�IER�l�1 L� �!� LLJ 63 - `v 30 �u 'N P=73083 7pA\ 30' 20� 10 ® \ 101 74 \,U10 2 2 E SHEETv15 X1 .4 X 30 I 4,87' vLLJ \3p 64 TO 13 4 1� P=130Z5 � 1 \Nl z\ C' 1 M P=1 3D4.e7 3071 i rc 36"RCP SD� VAg62 1088'1 1303.89 66 o / A P 1306.7 S SD L T C 2 ' SHEET 5 \V �' °Yd,. 1 N Ogg5RO�Or'- S N33'41'33"W 55.00' \ \ LOT 135 67 ' �90 s A V A N73 56 41 j ,.N3 P=1305.6 Le \ s 3 1"33"W 55.'00 pp / y o� 24"RCP SD PER A 1 98 0 o rn SEPA(A\l PLAN CONSTRUCTION NOTES i 'P \to- V A 50 5E, j" SEE SEPARATES SD i CONSTRUCT SEDIMENT BASIN AND RISER PER DETAIL ON SEDIMENNL BA SHEET 4 F d, o C-� 2N 90_1 1O� 1X QEP 5 FOR ACCESS ROAD SEE SHEET I \29 OUTLET DETAIL 24 CONSTRUCT 36'CSP DIAMETER RISER PER DETAIL ON SHEET 4 \> 1 79 CONSTRUCT 24"CLASS III(1500)RIPRAP PER DETAIL ON SHEET 4(DIMENSION PER PLAN) NCIN )I, PER LANDS G CAPE P AN SEE SARA E,SO PLAN / I FOR OUTLET O'ETAILS� j � � DISPOSITION NOTES A� PROTECT IN PLACE PROJECT BOUNDARY LIMIT OF GRADING 01 00 off° A NCE _ 1290 APOq O o v O87 \p� SEE SEPARATE SD PLAN I � FOR OUTLET DETAILS mo �JaTo h �ti3 DIAL o 8E ORE Two AYS Wow" SCALE '"=4°" TRACT BOUNDARY ' ry rou�lc YOU DIC LIMIT OF GRADING /(\ TOLL FREE 1-800-422-4133 a 40 80 120 160 A PUBLIC SERVICE BY yy � UNDERGROUND SERVICE ALERT MB ERSC 08/25/2020 MARK RENSIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY. SEAL CITY Of LAKE ELSINORE SHEET NO.. CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND A PERMIT MAY ®ENGINEERING 357 N. SHERIDAN STREET QROFESSIp4, BE ISSUED. SUITE 117 �0 0 c.os F7 RCf EXP, DATE C � LAND PLANNING CORONA, CALIFORNIA 92880 ,�erct B0,p�? RfUIEWED BY. TRACT.?T3O.5 V TEL. (951)279-1800 2 m ROUGH GRADING PLAN SURVEYING FAX(951)279-4380 No.36996 OF 19 SHTS Engineering, Inc. * INSPECTOR DATE 8-31-2020 sT CIV1 P SCALE: AS SHOWN BENCH MARK: SEE SHEET 1 FILE NO.. REMON HAST, RC£Mo. 83156 DATE {/�� 9JfoPCAl�FO�� ROUGH GRADING PLAN CITY ENGINEER J 08/17/2020 DATE AUGUST 2020 20-052 CITY OF LAKE ELSINORE KEITH G 0 0 R.C.E. N0.36996 DATE OravhA'?159166JIF]ntllhadA9 RouB.11663-R4P S4i 6.dwg Lapu1-5 -8/I4/1010k- -d6p81=oli:- By- X 1309 ( .--- � _ x1311 s' NOTE: GRADING OF NICHOLS 'F�Rcl-:l ROAD PER NICHOLS ROAD N� r-T25 l ROAD PER NICHOLS ROAD NO STRUCTURES, LANDSCAPING /r X oe NOTE' GRADING OF NICHOLS \ y� OR SHOULD THAN F, /- J/� J J x'3o'F rn _ :PLACED WITHIN LINE OF SIGHT � _( rrr✓7 ('v a � o STREET PLANS x,3,0 1171 )_F�R�1 TIJI l FE <- - -I 224 3179 t3D3:1 - om 5 i --_-- i �--. -- - 0.55as _- - 1312 77 TC- 1314. TC X i 4 15q - - 320.94 TC ro _ �7� 13144 5a31B I I�N O - Xt31 - xr�43�x -x _-� �-- � 132292/TC AT-1 � v ,35 TO I -- x B EX NCE •. h TRAFFIC SIGNAL PER 1106.95 iC 1 g - _ IN OF3IG - - \.,4 t --2?T-MAX '. -- ---° a_- \ 13291a SEPARATE PLAN _ 13to 7. 8 x % 1592' - - - -�� - osk 2I`x6` AFFlC GWAL __- E ems• --- "- - _ - rn _E. ,� SEp11RA 1E pIAN _\ �- ..r _ _ --53=76" 4 --1 LINE OF SIGHT � 7333 Z• t� 26 rC Q ti --50-88' --- _o s FENCE ---- 478s X13 x b- 4501' 14jOS sITC 1�t I xts x13 cs 4, o I I rn I 1316. fi-TC 1 X132ts 1 F0oyti �`� _ x- - - a54• - _ 78 T�v �B9 ^ N5923'58"W 34.50' x, .w �.... P 318.0 I X1320_ 1 1 \ ----- _ 6s--x /� SII'10"35'E 4791". ti I I N I /2Q / EX P_VMT SIGN B I1310r31a � I I x131 s.A N 1315.58 C 10,T 131 1 7C °� -1 Z7 .63 " I P- ^�/1 9f P=1329. A 1- 1 1 cn I I GO / 5 X133F 1 xisb I AN I 18 X, 20.3 50 1� zz4°' � �----�- 13344 18"RCP SD C I I, X 79.4 16.26 1 -\ _ IRT. _ 4•j9� �. .78 0 P=13173 \\I ^ II 17$ X�27. O7 1329.01 TC 21,18' 23 Z ------ X1335.3 1 I 84 _ LINE OF SIGHT \ 3osa 4-1929'S1" p I I 1 I - 70_ I' I 26.10' _ / _ �.-. .._ x,33,.6 > ---- ---- / y Ih X1320.6 I 43.88 , _ 00" � __ 1314.8 IC _ R 264.84' I 97' w 2 I 0 328. T 33084 TC 133. 44.36'_ l/ ./ 13 // L-89.84' ^ 51 I w p - I ^ 2 ,327.a7 132Z 65 1328.8 TC 329.96 T t3a5 T=45.36' �3 29 j� 3 s 2119 17 X 12 TC '3.j270 TC ¢7,gO / /J _ / x13 1 /J 2p9,g 28. ro M V 8 I =1329.4 1 \ 33097 2119 62 TC 8'3°' J _T 3y/ x1310.1 M ^ P=13 xt3t8 16.5 h I 120 1 N °^' s TC 1-112 AQ _ 13 133453TC 33. tx133 // - �, ;° a13/.6� I- I I�1 P��ln x1334./p 1335 918 I �4 l�y. 10000' I o a „�I 1p7 °, Inro 13271 C hT WA-Y "�i SS TCo / 3a- P 13466 al '4 pl '` Lty a�o Io1 O v I 7 h.5 �ry 1��OhI 111It ho x,3,a.2 I II°'fa 30 hI Al P=413516752 a�� R �Tco 8 3z3g, 9\ � l l l�/ 13 9 �_ 7_2PR P- 9 3 x13os.7 52 N 3C0 P=1 oy LANDSCAPEI l l l P I P=133 M : I 100" I I "5 0 1 100 h N I 2 '� P 1 ti Ir 3 Sp T �13 ^� °°' 1 h 1 a0' ��, I m 1j 1�, N i h I h I if ti I^' 1 I N7 p - I y; o^� t333.6 W p 11 I x 1319.4 PAD LIMIT,LINE ^ ^ 8ro to l O' I I o f x' 119 74 T o 13 ° 5 ` 3 a I o PAD LIMIT LINE x,'si 1 h 1 4 I o I T°O a I v l \ ° 4� 10' h 1 P=13 58 1 3 `N 1 P=1336.7 3,) 53 � 20• 2°' I 1 h L 31 �. 3O'I ti�ti �I 9 �• I I l 4� ,76 134 6z'_ °j I t o ti 10 I 1 0 133 1 a 3 s X I 76 T ^ p PAD L�TTT UN£ I % 2• s t P=13151 1 p ^ P=132Z7 I p v I P=1328.E 981 3O, .83 y 7p7g \ CI X 1318.414p ^ I 24.56, 1O' 'n _ 13�2.7 12002' l �" 7,)q (� I xt33o.3 I 1336.9 t o m 0000 1 I -ti j 10p Opp 1 II h I I 3O 1,, 95' I ? o' ~ ti I l O LAOD�CAPE, 134566 TC I X 1331.61 y '"] _. LLJI I I h �l I ^ h I. 1 ti 1 33as 1 000• 1 h y 1 / xt 1 55 EA MENTI%x I l 1 I 3 1 ^ I h 43 X, 2a.6 I I g I 1 h I 118 /�. ho j sic /307 3s' I I 1 I o ,�^C1 ^ 1 P= 1so I 32 I, 20' ti h 1 94 p., P=1314.4 1326.7 36' 110' 26• 1 S.bo1 3t 77 3 oo' 10�_r1� Io h JXP-1-3 7103O.0 0 P=3376 113oa.s 313 31321:7 3 IIM ^ ® 4�1 l PI=1137147736 o7�L• 1 O3 a9T.9 P=13470 55 P=3 .2 33 X133b. 1325.7 t 0 P=1 h 10pp° 000 9 14/5V45.g91I� I�ro I f0I lo. II� 10 MIT LINE � 34 W33 x1329.5 0000' h 34 PAD LIMI L P P=13135 to x 1306s =1324.7 92 101 116.157'O"S- v. .� LQ 1 18"RC1n P=41 122374 8' III �^ =310352.37 7 -9P_1-1 3 . 3L P001°0' 3310h 3'07p11 1 124s ' 32.2 P1 101723043 asq�I.;o0p' 1�) ..624^ I h x,34 . .... � i x1331.a I V)L,31s.4 132x34e6 115 W P=13 ,0Ile]6.5 P-1338.1 305 h1 3074 20 1102 6' X,39s =1337.9 1 ti 3B C p1 30 . 111 26 6 2 . 17 s 0 347, .91 100Op IJ P 134.�4� I° I A .�oN oti m� o hof II I 39 36 1 1 p-1322.7P=1311.8 90 I " 103 x P=/323?Ut32a7 1 P=1337x1329 II �1I 25i 5.4r III-v ra,N3sj 1 1 112$5 Doti 10' 70000' II- ����130�- I 0 o 11 a2335' �'/ � I I 631' 101.15' 11 I �132 s i 13428 TC 130 11s.% I 3/ -1344.4o 30 �.-.I SEE SHEET NO. 8 D 0 DISPOSITION NOTES D�� e IN Bo- REMOVE AND DISPOSE OFF-SITE Co- REMOVE EXISTING NICHOLS ROAD WHEN INTERIM BYPASS ROAD IS BUILT DIAL BEFOREOmni DAYS BEFORE SCALE: 1"=100' Eo- EX/SANG POWER POLES TO BE REMOVED AND DISPOSED OFF-SITE BY OTHERS YOU DIG YOU DIG 7W0 Wow" TOLL FREE A PUBLIC SERVICE BY 1-800-422-4133 0 100 200 300 400 SEE SHEET 4 FOR EASEMENT NOTES UNDERGROUND SERVICE ALERT MB ERSC 08/25/2020 MARK RENSIONS APPR, DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY SEAL CITY OF LAKE EMNORE SHEET NO.. CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND A PERMIT MAY ®ENGINEERING 357 N. SHERIDAN STREET QROFESS10 BE ISSUED. SUITE 117 �0 0 c.os a7 RCE EXP, DATE LAND PLANNING CORONA, CALIFORNIA 92880 der t B0p�? REVIEWED BY. TRACT 31305 TEL. (951)279-1800 2 m ROUGH GRADING PLAN SURVEYING FAX(951)279-4380 No.36996 J-I ' Engineering, Inc. * INSPECTOR DATE OF 19 SHTS 7 µJQ 8-31-2020 sT Civt� P SCALE: AS SHOWN BENCH MARK: SEE SHEET 1 FILE 110. R ON HABIB, RCE Na. 83156 DATE /^` 9JfoPCAltFO�� ROUGH GRADING PLAN CITY ENGINEER J ' 08/17/2020 DATE AUGUST 2020 20-053 CITY OF LAKE ELSINORE KEIT�OSBORN R.C.E. No,36996 DATE OravhA'R:\59166JIPNMIGadb9 Rough\6 -R4P S4i l.dw Lo ool.SHf£I6 Booed 5/P IZ 10:36 AM Pb-6/I87P010 1-AM By Orwe SEE SHEET NO. 7 0000 Ia 107D011s 1305x 1306.5 57 40 135 P=1338.1 P-1312.7 t' 91 �iI I 10' "2�10h3" I x139.5 0 102 I I o X,sos_' I I I I 1 I P=1324°0 P=1337.9T1is:o 33 oh I 1I 6 D I '�I 24 P134E s za 114 1 I 5 2 sI I- I P 1337 9 _ I -1322.7 1 I 90 I h 133Z 1329.s 11 x0,3za.7 103 1 P=1323 P= 125 j CO 11 y, 0 128 ro I 0 I(� =14 �P=13 4I$.1 01 7 ON, _ 233 6 101.15' x,330.4 1202113 1297.E P=1336.9427E_2 1 2e t 0 o on' 59 3 1 1 1 1 1 P=1310s m I� 38 1�I --�9� 104 I q�6 v 'h 4. �n PR PO I�I o ?fir.' 1�� 341 7 `O PROi�OSED I`O I P 131.9 � VI r? h P=1322.0 � =1336.9 ^� LANDSCAPE I � I � I LA S �' Uj � I � I a- � M I 128.38' P=1344.� / 134223 TC is<6.n _ EASEMENT 32.4 124.66' 707.0 I I M -- 1 .71m x,3z7a / I' 132 1 PAD LIMIT LINE08. I L 30 _ J I 32.22, � T I I `d ° 174'/ �'lx z9 2 - 3 8.9' I I �i 30 I112 x 7 88 303 - ZO ' 13 ,63 I 1 1 X132$. vl P T3 6.5 o 127 A� IJ41.94 TC s 73"J ;� -- 131853 ��hh x13 a1 1 9- 1 ,3 . 1 o" 0799.5TC 'x 18"R SD TC N 1314. 2 �� 4 +6 / 1 88 w 10 11 Iti x,33o.a /.� 1341.86 TC 1 1 I 1`�1 P=J344.� H RSE R K R `4 29 4. 89, 13 rn ti 14 I - I 1321.7 I13 P=133.3 1 i- " ` 1317294 TC 4 I I 1 _ _ a`na �_ N 314.49 TC 1318.55 TC _ 8 ='� ICI �v I ro m 11 x13 9.42125.43' '� c, 1 101.00 \ �o, \\ � 1 x,1344�CP S��� o --- ii' wN 59 / \� 6.51' PROP05EDo I _ 1 \ 108 � a'44"w _ _ F 1 �-'fill 713369' 5 _ rn 1 °? 53.87 3208 - B C 1321,s 1 P D LIMIT LINE \\� ;a� \ 111' \ 28 LANDSCAPE °T 94 0 -- �OD7` 2:1 = - 731 .89 7 L �'` x 329,6 \ 1 1=1343.7 106 cn \ \ P 1 0 _ 2 1 53 39 M 7 72 124°RCP SO PER PROPOSED _ h --- -� DPDSED x,325.E 1 1 �1\ P=1 .2 X - ISEPARA7E PLAN LANDSCA - I 1 ��kn LANDSCAPE 1 g� w � t^ I EASEMENT""' ;1.� 31 x , �1 1 gol E T 74 11.N o 0 1�\1 1 5.84 \� p p � \a \Og" i 2.1 6.28� 133a.82 "J EMEN. m vA \� � \ i o 1 U \ X1329-2 �� \ 1 7 _ oLLJ 1po.00' \\ z w \ \\ \ A\ \ 3 a, P ]334.7 H 4 VC 1 1 v s.14' 107 v X13�2 PROPOSED 3 I x13a1 \ P=1322.8 \ P-1335.3 � 8g 40 �� LANDSCAPE 7J 1V A I ro 29z2 I o V \Vm- \\ 3g8 \\ `nr,�5 ,Tg ovEASEAM, h 133591 0 \ V A I X 1302 1 1' i A 0 2 -1322.4 x1326.3 ��� w unuTY EasENsr _ o- 1 o1Z P 1 s.o 9.6 \ --- PER SEP \ \ \ C \ p0' -- - o i - - __- -___-- -- -19 '� 10013 1 p c� '1 _ --'- --- --- _ � o \ - P-3350 "5 8 � - _50 --- _ -.\ \ \ I .96 1 1 ; PAD.UMIT LINE �"' A 1 0 1 76 30 \V 1269p A 132` o gA�gs� i ^�,.- 201i PROPr-11Y 1/NT t9 \ PA E -_ x > T c> o rnA _ F r r r 1 , o ,- 0 P= 24.0 A / 2.42 � \X p v m c 0 1 v x SCAPE �,I�I, ���J A A \ PAD 19ATlH4/NET A A UMIT UN �\ P 4EN7 FUTURE Rr r( 11 r RC/ Y vy 6 07.7 \ 0 � -' V P=13 .7 � �,. �\ �. I 1331 \ A\�A c C \V 1tig� �\ // to 1 ,32o_7AI 100\ L 78\ \4.4 `\ 1300 �\ 1323. � .6 \ 69\ 64 vv 3 4 Tc v ` �� v v \ P=1 x 15. LLJ LLJ - �`"� 06.3 \ P=1 2.3 g I, '`emu' `so �' 48 / CG 56 35��3 65 32. LLJ S, / W / ✓ / �' 62' 10.88'I 36' CP SD 7 .`�4 TC \ 5 1324.8 70 \"0 323�61 6 P= 06.1 `v /, 8 `� 13zs. 5 ��S �GYS. ys3o- �� �� `L1330 0 � \ � v '✓ .tip,- V, to �.,, I I � �" �� / n5 ,� \� SA N3341'33"W 55.00' �� NI SESEPA ESOP ,� / QS / --1� -' o� A LOT 135 / 67 ��s o ucr� R� ti �e P=1305 '0 77LS .. A ti 2.0%N735641 � - A o��\ 24"RCP SO PE N33 1'33"W �S.00O'g0 i./ - ti0.1 _ SEPARATE PLAN \ V V A �'y 6vati " LOT 137 � 5 x -WATER QUALI \YBAS ���� FROPORTYLINE j\ SEE SEPARATE SD PLAN ?. � �1 ___ � LO% \ Sg�S\• �� I x . FOR ACCESS AIROAD AND /, �(�f SEE SHEET NO. 9 LAND SAND ' � � � �.1, e � E � CONSTRUCTION NOTES D/SPOS/T/ON NOTES � CONSTRUCT RETAINING WALL PER SEPARATE PERMIT.SEE SHEETS 16-19 FOR NOTES AND DETAILS Bo- REMOVE AND DISPOSE OFF-SIZE DIAL 1W0 Wow"BEFORE DAYS BEFORE SCALE. 1"-40' YOU DIG YOU DIG TOLL FREE 1-800-422-4133 0 4o so Ito 160 A PUBLIC SERVICE BY MB ERSC 08/25/2020 UNDERGROUND SERVICE ALERT MARK RENSIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY. SEAL CITY Of LAKE ELSINORE SHEET NO. CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND A PERMIT MAY ®ENGINEERING 357 N. SHERIDAN STREET QROFESSIp4, BE ISSUED. SUITE 117 �0 0 c.os q4 RCE fXP. DATE O LAND PLANNING CORONA, CALIFORNIA 92880 pert B�p�? REVIEWED BY. TRACT?T3O5 0 7A (951)279-1800 2 m ROUGH GRADING PLAN SURI/EYING FAX(951f 279-4380 No.36996 OF 19 SHTS f0j_ 1 ' Engineering, Inc. * INSPECTOR DATE �tJQ� 8-31-2020 sT Civ1� P SCALE: AS SHOWN BENCH MARK: SEE SHEET 1 FILE N0. R ON HABIB, RCE No. 83156 DATE {/�� 9JfOFCA1.1" ROUGH GRADING PLAN CITY ENGINEER J 08/_� z1�/2�z0 DATE AUGUST 2020 20-054 CITY OF LAKE ELSINORE KEIT�R.C.E. No.J6996NO,36996 DATE Oravh9'?15ers6Jl�,mlc em9 Roug11663-R4P SHi 8dw0 La 1-7 -5^9/2020 is Jl PM -948/2020 n:40 AM 8X Drone SEE SHEET NO. 6 SEE SHEET NO. 8 \ \)Q O 10 FN \ 1S o��" 155�� CNN NNE `\ `\ 83 P=1308.3 \1 A \\ P=130Z7 A 2 r7 \'cov 1 P=1324.7 6 `VY �G ry � � _ �5�4' 4.8T 1 - 2 1 a \ 100 YR. Fl000 PLAIN LIMITS / / A \ � o�v 3� 4 \ V P A A 11. `., A o U.S. ARMY S LIMITS y a � \ EV g2 �,A � � �V // � OF ENGINEERS LIMITS 1� � 7 A-� 10 92 44 3 � \ 78 �A h5 '�� NT � 1300 Al V 6,B o P-1323�'B \ � \ 82 / o.� 2�5��. �/ A'�� � CALIEDEPT. FISH Y \ 64 1 13 4'.F _ �\ A \� P=132s.1 / l & WILDLIFE i P=1307s s. v rc P-13Gs.7 \� 0000 v o. ( o 35 a \ ! 79 P-132a.3 �v v s3 � . � 10�¢ 068 65 �� �� FiF 130Z7 'A 0.66' �a rc =5�. ��5 =13za� 1DGo 2 36'RCP SD 1 5 5 80 1303.89 TC �.6 1325 J - i 1>io61 v ,• �5. T: 81 � 5 i � � tif 3j, w as �` Ao o, g6 � P=13253 d , 67 A LOT 1 5 24 RCP SD� PER\ / N33 1'33'W 5�5.05073°'S6'4.1 P 7305.E ` SEPA ATE PLAN �. �-: � ru � B j x Ty L)IN E t EP�P 1.01 V A 50 SE, SEE SEPARA SD PL N QF-� y FOR ACCESS R AD A D LL/ \ / TE JD IL / $ \ SEES ARA ANDS APE AND NCING '�• i =—� /o�� �- / / --� o� � i / / �� \ NDSCAPE / 20 N m i � / 1 ER LA FGR JOTLE7DETAILSA" TRACT BOUNDARY/ s —s4o°4�' w z.9 ' �� / 0i LIMIT OF GRADING �I ' 129 9 X 1 3 (A 56 ti �40 � 2s7.4 0� �� = 7'o\ - 0 X1321 1 ZIP P SEE SEPARATE D PLAN Q/ 318. 1 / ✓37 �'--- �ti0 r 7 _ .�A�' FOR O"LET DE lLS � "� ,L°� 459 3 \ v - v fit C ��L �J` 293 TRACT BOUNDARY �,� ,���� �� �-3� LIMIT OF GRADING A S. ARM ENGINE UMl CALIF.100 YR�FLU .&WI ) � LDLIFE 2zs SPILL WAY AND WALL PER OUTLET STRUCTURE DETAILS ON SD PLANS 1Q h P/ 42 Ile CONSTRUCTION NOTES *b V 1297, 1� 1ti9 j' C- NOTES AND DETAILSRETAININ. WALL PER SEPARATE PERMIT.SEE SHEETS 76-19 FOR TRACT BOUNDARY L/MIT OF GRADING o Q 0 w� F� \ e E� = � DISPOSITION NOTES �T �, � r cy 1290.3 __ � � -Py FL �� -- 2.0% - A� PROTECT IN PLACE DIAL SEE SHEET 4 FOR EASEMENT NOTES BEFORE DAYS YOU SCALE. 1"=40' YOU DIG 'wo YOU DIG TOLL FREE 1-800-422-4133 0 40 so 120 160 A PUBLIC SERVICE BY MB ERSC 08/25/2020 UNDERGROUND SERVICE ALERT MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY. SEAL CITY Of LAKE ELSINORE SHEET NO.. BE ISSUED. 0NS OF DEVELOPMENT AND/OR CITY AND STA7E LAWS AND A PERMIT MAY ®ENGINEERING SUITE N. SHERIDAN STREET p80FESSIph, BE ISSUED. SUITE/17 �0 0 c.os a/ RCE EXP. DAIS 9 � LAND PLANNING CORONA, CALIFORNIA 92880 tie�t Bo Fi P REVIEWED er. TRACT 37305 7 (951)279-1800 SURVEYING FAXAX ROUGH GRADING PLAN(951)279-4380 � No.36996 OF 19 SHTS Engineering, Inc. * INSPECTOR DAIS 8-31-2020 sT Ciw� P SCALE' AS SHOWN BENCH MARK: SEE SHEET 1 FILE N0 � . MON HABIB, RCE No. 83156 DATE /^\ 940FCAUF°�' ROUGH GRADING PLAN CITY ENGINEER / ' 08/17/2020 DATE., AUGUST 2020 20-55 CITY OF LAKE ELSINORE KEI� R.C.E.NO.36996 DATE Orormg:R\38266J1Fmtl\GwOng Rwgli\ -RCP SYi 9.erg La t SH2I8 8a c6 8/11/2020 9:51 AM Mot-8/18/2020/1:42 AM 8 Drone �\ PARCEL LINE BETWEEN - pJl/�. / PARCEL 1&PARCEL 2 F-1 err I 0' PER PM 37405 �./vj --,- --- -- -------` 2 _ No STRUCTURES, LANDSCAPINGVA O'AJVT W � OR EQUIPMENT GREATER TH:,^:' 3 0"IN HEIGHT SHOULD r D N 9 „EG TRACT BOUNDARY D ' OUNDARV - 4008 OF GRADING ----------- �s �_ --------- p sc0=4e� 00- 26 lg N�� O GRADING OF D,�-„�FD � �/ Sps 4g38 T 4647 7 \ 2~ 0 40 _-80 120 160 , 3 G J ��- NOTE ROAD ... s AD PER NICHOLS R _ STREET PLAN l/ �l x3¢�ii EX FENCE/LINE OF SIGHT - - - ____--- - V NO STRUCTURE$ LANDSCAPING __-____-- �'l EQUIPMENT GREATER THAN P 16 5 EXISTING EASEMENT FOR ROAD 30'"IN HEIGHT SHOULD BE l - ��/ 15 / - SAX - - 73,5,375 TC 2�Sq _ _ _ � E _ PLACED WITHIN LINE OF SIGHT 5 NR AD PER NICHOLS R07E. GRADING OF 0,i BEH' ANDALF OFA THE GE PCOUNTY OF SES N ll �l P=13439 'l� -STREET PLANS RI VEBSIDE PER DOG. NO w ^ 354 05 7C 135.5 43 _- � � a D SIGHT TC h Q --- \ ��...237%-- ROB 6 N=a -_- 33 PAD IT 35014 LINE 1� 12 /l 3p 8 35g J6 TC 7360 0 - 38o PC "07B `48`\ P=1351.3 'l% Z + \ T = 25 C� 6130 TC'" t0 W + / 73 , ll� - .1 - H� t312.z.5 � �Q OTC ,�o,� J yTC 7.4 ' 336• �/ 35 % P=1x1351.p 10 PROPOSED n,I s1)P x �CVq Q 16 73y6-)6 TC t r .9.7� LANDSCAPE P-1354.7 EASEMENTrs, 0 '' 4839 P 1856 -E.FENCE B /D f - - _ - X. T C V A _ -- PROPOSED 734$66 TC 7JSg 4 / h x� Z - _6- 0 V 0 V 7 LANDSCAPE= TC 4869 x7Jsso.s 4 TC ( a 5 EASEMENT % � p �- ^ 5.67 �C1 C 135Z6 S lSg) �� 1355.2 \l _ x --= x1357.6 4 3 X1358.6 I 1 o 1 j �V 13 3 1 0 / JZt349.9 P 1 v ti ^`� 5380`\ 735 >>=09 M o J354,'923 a x �A FG r r �} I 17767' PROPOSED `. � `\ Sq Op, h �� mS 5 TC SS / � / `) (IMITS xt .2 � m N I I _IX9,�gaTC o' Ala -- \ 27 �\6 I9 / 100 1R• OOD,PLAIN�- xt357.0 ' TRACT BOUNDARY I`4 o ro I x t 49.2 LANDSCAPE o I'=> e. I EASEMENT ti / 13 ' 133 E'c ,/N 1I PAD UMIT � l x,3s 354s7 RR 35 6s Tc x. l I W LIMIT OF GRADING j " I P=1347OLOT 1A I 34.57 0 1 1 / J t?�s / Sli&VALi j E �' a: o f ro o _ 1355 TC R nFFpT.FI N P=1354.4 0 / 56.14 TC ���, / CALIFt3533 o x � I, o I 116.67'O.S. I o°O 2 !� - 3 / - - k o X 135 / I �� •5,11 0 _ x,3sEs1354.8 +� �7 - 135560 T `sue 135� L I ITS z 1- o'/ EN NEERS x135s.3 ok 49. o 2 x,35zs y, S ARMY CDRP aF p5 L8' 64 I Aa LIMIT LINE 3 I o 1351 - �� ,� 1 X,349.61 ri 5. 37-1O.S. 1-J I W „��y I 55 ,35 3 35o.s N, 79' l O EX FEN �o -r-1 13 2 h I P=134 0 `w I SO0FCC _ V 'i�O,�V ��54 1�� ��� FENCE 2,1 4 xo zz 1 /0' 20 7 Jam.. x .9 I� O' ` h�� _ �i i 1 h � I - ^ 4 O �. i PROPERTY LINE bT ��I 90' 10' I \ _ _ f1`48 S .h x ^ G // /~ 13 8.74 TC� 1 M You \ 348.3 / 14-1 547' 9 . ao���19 p 368.2 0 P 1D- - - - g629' I --�',�s 1- x L 00'l 1 I '�' ✓�� 100 LIMITS �g.� 5_9 W 6"��AYER BACKING x,asas 1366.41 TC \1 7342.8 T� 1 130 d. s T r rT �OOp PLAIN A 9 p 4"C SS"111 150LB RIPRAP 1366.03 TC1 `� l ? N w c / � I P=7344.4 I I 0ry� 4 R A\ f / / -fi36492 TC 1365.19 T °J"1 P-1367 4 13�'.80 I ( -- AF✓ FILTER FABRIC - �l x h 1 INI I � / �'���� - 135� /} o 1,W27, w w 7342.23 TO „_a 34.27 TC $ ,T B EX FENCE C�IF�MMY 12 DEPJ.I o i - 6- - -----�- 1 129 OF ENGINEERS IMITS S' ` _ y �' y �' i 12 1 „' \\ 3 o f`�S CORP Q'� 6 W ^ I P=7366.4 ' '31219 7C PPROPOSED 582 \u_�d'37 \ 1F(/13g�4,�T A LO� ' \ / / ��� ,y�4 1p000' ; 736300� I l- T_ G 1 _ SEE SHEET NO. 11 PL PL PL PL FUTURE PARK BY OTHERS PL TRACT 37305 CONSTRUCTION NOTES TRACT 37305 FUTURE PARK BY OTHERS TRACT 37305 TRACT 37305 FUTURE PARK BY OTHERS TRACT 37305 LOT 143 LOT 144 O.S. D CONSTRUCT 3'WIDE CONCRETE V-DITCH PER DETAIL ON SHEET 4 LOT 2 SFR LOT 143 LOT 144 O.S. LOT 144 O.S. LOT 143 LOT 144 O.S. 3'MIN. VARIES VARIES 1 5, 3'MIN. 3"MIN 3"MIN 1.5" 1"BENCH VARIES g 65 16, F��, I"BENCH SEE SHEET 4 FOR EASEMENT NOTES 3 FUTURE �` S70VEPlPfCANYON CREEK?9 2% FUTURE>Oq_ o STOVEPIPE CANYON CREEK o DG TRAIL STOVEPIPE CANYON CREEK \ �O = = I=-7 4 333yDcTRAIL� 0 III- - m- �Nil IF-/- DT�III�_� a 111=u mom, STOVEPIPE CANYON CREEK =III =nr�1Hf1�n=1n�TF177 -_ 1 II-I�h DISPOSITION NOTES DD - NJ�u zS TI-I FIT rU7E�� - FI =III _ _ _ _ _ F llFRdP RG=1ll =1ll- -111-III Ill s -I FI I- FI F bRdb. �G III- FI -1 '�-III-III-III 11 III- dg III=1 ='pRbp:RG I I-1 1=I I=1y=1 =1 I-$ F,C -III -III -I I -i o0 -III 1=1I-�„R� 1=1.S,URFACf 1=1I III - _ f P =1 1=1I IDI I1=- I1-n ��gl I1=1 =1I-IP �_�s I D - DIAL 7WD WORI?1G 3"WIDE-18'DEEP CON[. - -I>,� -sop 5�(r III IIIR(1I1=1 �1= I�I1=pll I�I1=1 I�1=1� � IL III C� -i = xoo 3"WIDE-18"`DEEP CON[. DI F E QI ,,. jll= p - - ^F ( ) 09-509> � Bo- REMOVE AND DISPOSE OFF-SITE DI TCH = 4 ,n`�iTi= = -i -i =i i= IR�FL- - -i =i =i s xb SLOPES VARIES 05-Z 59 J BEFORE DAYS BEfDRE SLOPES VARIES(0.5-Z59) 09'S09 -'�P�f- E� 19 MIN. 1%MIN. �J ^4� EXISTING GROUND Co- REMOVE EXISTING NICHOLS ROAD WHEN 1WERIM BYPASS ROAD IS BUILT YOU DIG YOU DIG EXISTING GROUND �� TOLL FREE 1-800-422-4133 ExrsnNc GROUND ExrsnNc cRouND A PUBLIC SERVICE BY SECTION "H1" SECTION "H2" MB ERSC 08/25/2020 SECTION "H3" o- EXISTING POWER POLES TO BE REMOVED AND DISPOSED OFF-SITE BY OTHERS UNDERGROUND SERVICE ALERTNTS MARK RENSIONS APPR. DATE THESE PLANS HAVE BEEN REV/EWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY., SEAL CITY Of LAKE ELSINORE SHEET NO.. BE ISSUED. 0NS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND A PERMIT MAY ®ENGINEERING SUITE N. SHERIDAN STREET p80FESSIph, BE ISSUED. SUITE/17 �0 0 c.os q7 RCE EXP. DAIS 10 � LAND PLANNING CORONA, CALIFORNIA 92880 ,�erct Bop`? RENEWED BY. ��'?7'30'S TEE (951)279-1800 2 m ROUGH GRADING PLAN SURVEYING FAX(951)279-4380 No.36996 Engineering, Inc. * INSPECTOR DAIS IL O. SHTS 8-31-2020 sT CIV1� P SCALE' AS SHOWN BENCH MARK: SEE SHEET 1 FILE N0. RE N HABIB, CE No. 8 156 DATE /^\ gJfoFCAupO�� ROUGH GRADING PLAN CITY ENGINEER / ' 08/17/2020 DATE.- AUGUST 2020 20-056 CITY OF LAKE ELSINORE KEI� R.C.E.NO.36996 DATE Orormg:R\38266JIFmtl\GwOng Reugli\663-RCP SYi 10Crg La SHEET 9 -671472010 9-AM Hottetl:671671020 1-AM By- SEE SHEET NO. 7 30 o a, _ SEE SHEET NO. 10 30' h ^ ,rRy354.8 /ti - xt3ss3 i B 132 o �� v'734_64 I I� x1348e I3ae� 1351 e ?F,_2 P 1346::0 xl'<o I 5\\ /./ %37 .S. i' / �i x � �- . � 4 18' i24 Ip' '�-��",q- - '- , '�' o _ � 1348 S 'h��� x O 139 I�Ilm \ P=134.5y4\\ I°I v 134.87 I o 0t35s.t _ PNI-/ P- 4.1xts� n �r \ x+ 4 ii Icy O , �+ I - ' o / 9 - - 125 I� �,� � 8 ___ � �6 A 1366.41 TC i 4n 1.0 I� �� �,'I c PLA LIMI �A 4"CLASS 111(150LB)RIPRAP xt35a.s 9AU% 3426 rc IQ 13 G, IOU yR• ooD v 5p9 3ss.03 rc o 3 1 120.2 _ < �_� 0 4 � 'S f W 6"'LAYER BACKING N0. 3 _ l0 131.60 I Z �\ i VA\ FI RFABRIC - I 136519 T P 6 4 B +n I P=13 4.4 _ TC i D LIMIT INE o I� x t 336 4 - & LIFE l�v�az.t �s 111.21' a, � 0 34 27 TC B EX FENCE s�FOR�,� �' D-rlFC VIT Nt P=1d44. `v 8,�8 � E 13422 TC / t3as T.4 oy � 11 � I � LIMI l!/NE o� � V �- afl�p __� DITCN At SEE �• V 1 �7 � � � ��5.50' s I iEC17ON DETAI 0s.7a' 219 TO P 129 582 F�Ices 3os co` T ti x,34zs - �� k;3�z,, N FA NS 1ST I xt3az3 PROPOSE PE =24 32 F�cB �;EASEAM�T I INORE PER 37305 �Q V\ /� H 4 ��t3s4 1� 36300 Imo_ it I 1� 1341.94 rC i - 12 �'l EASEMENT p�` 7 OF KE ELKS v Xfi3 I a, 1103841.86 Tc i 4 1GF\ t x�CB F AUTHRR �A7TE0 E W1THI FG P=1 4. I v 36�79 TC� h 11 xt3s9s 59 ♦ ��. 1345 1 \ / WATE. E i �__ I I P=1364.4 00 0 1- ITS LIQ PR EDP „ w p8,' w ARM ITENG RB 11 I .51, ,x 4& Y CORPp�/p \ 128 LAN CAPE 134 134'` - i I STATE EKORI 1 i FG P=1343J E EMEND I 3g,6 B%16 4 `- AUTNOR�TM 3 � ' o U�//WATER 6 µ1}HIN D ERT uNE uszs = I 3a �I - Z W $ 338 �. - ^��.' R LLS --- - 1361 _y E __ Tc � R � g 'LIQ 1 6o g2 .1 - J a'1 \ 3D AC LV.PWRA �60. 20'%. .76x 535.5 - S- 1 / ��3514 P=13624 ,j���_- \ 2•-- - .,. /� i-- 36 � �xa 0 ^ 16 7 - �8- �0,$I 3�� A �/ 1 'tom\ 7 14 9 5 o I - � � 134Q \ 50 5 3300"v x 23 � m PAD LIMIT LINE �36 20 30" 1- -_ _ 73590' {r r`e�', I G __ 45 N 9-1 �25 14 1335910,170,, VWAL 1 n� EX DITCN PER TR373O5 _- � � B i S T P f I - TYL INE 9 2 \ -1 xx ,oy5 s rn�x t35 21 k Ex sea - � ^I L7 x'�e �� 132 9� �� 6 60.5 7-1 r x,3zs \ e I � ern I _ S89°0932 E 13 2 TC r � � Q 26- x s o' x\ �=1358.0 � ;, oe ���� \ �.� \ xt3s. o x\oo Q �y`3sz x\ �P LIMIT LlN£m __ m �I _ �6-J� G _ 100 YR. FLOOD e p P 6 LIMITS a LO 140 v 3 PLAIN ,. �. �� �� dO o 27-1 �' OOs66`� � -- x� 0 e��� to zjr� � � � t 2.0i- e _PAR SITE p �� v •J, -13ss.a� ��a> s����� ' o �Op' ,io r�1a �R� 4 �-- PA --__ _Y CORP OF � k -,v' A U.S.ARM LIMITS ���_ I 5 ,30% �� I � ro 3. % ENGINEERS D �\r T,•p,3y 3 4p� 13'SS i � / �h� �30 f , •i x � >_ � _ k0 \\\ I I �0 � � I eo �N 10 VAR/ES � / 00 "�� x �-_ x ]C V 355g5 T ^0 7355.25 TC o I L I I 4. �;;a i ,14 7s__ 1360 1 � �� PAD TF , -� = TRACT BOUNDARY f e x k � 5ti fir. i r, LIMIT OF GRADING � " o P 13551 / LANE of si 17I �INo srRucruREs, LAND, �/ l„ OR EQUIPMENT CREATER IH, rENIES 1/ Ck1NY0I�I HlrF �J00-1 l �� 30 11`IN HEIGHT SHOUT n RT PZ 2 io 10' � �x x v� B C v P=1354.7 SCALE: 1"=40' RANCH ROAD R/WTRACT 37305 O�h ,x 3L�1 1 17 35.51 l LOT 142 o.S. c� 1, 120 150 10' VARIES P=13530 1 v ZO' 10'1 I 13 2 7L' x c2 h xr =n PA RKWA 4' 2'MIN. o� \� ,3p�. Tp \\27 �\�EAR SEMEN�E 11 h hl IN I� `�1 iA- CONSTRUCTION IISW BENCH „�- \ -- ��xa'� I �!, ,� " . � H�NOTES , a CD NO CONSTRUCT TR AND RETAINING WALL PER SEPARATE PERMIT.SEE SHEETS 16-19 FOR W 1.6'MIN. SEE SHEET NO. 12 O 3'MIN. TRACT BOUNDARY D�II II/s I��� o- CONSTRUCT 3' AWDESH CONCRETE V-DITCH PER DETAIL =SHEET 4 29 �� 2 LIMIT O F GRADING CONSTRUCT SPLASH WALL PER DETAIL ON SHEET 4.H=1B'UNLESS OTHERWISE III=11�111=III=III=1 S2pAF `�' 32 NOTED. SEE BECKON HEREON Tl-lil=_,Illill I-i�l llilllll�Il �6'II.cGTlf3ko�'�� III-i a STOVEPIPEKANroN SEE SHEET 4 FOR EASEMENT NOTES -ITT-1 III III III- I�I (- DIAL TWO WORKING PEI I �ORfA4 BEFORE DAYS BEFORE DISPOSITION NOTES -m -II �nsKao YOU DIG YOU DIG PROP. SPLASH WALL 2'RETAINING MAX-I -III III -I�of Bo- REMOVE AND DISPOSE OFF-SITE 3'GUIDE-18"DEEP CONC DITCH 09 507 TOLL FREE 1-800-422-4133 A PUBLIC SERVICE BY o- EXIS77NG POWER POLES TO BE REMOVED AND DISPOSED OFF-SITE BY OTHERS SECTION ® V-DITCH AP. MB ERSC 08/25/2020 UNDERGROUND SERVICE ALERT NTS MARK RENSIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY SEAL CITY Of LAKE ELSINORE SHEET NO. CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND A PERMIT MAY ®ENGINEERING 357 N. SHERIDAN STREET QROFESSlp4, BE ISSUED. SUITE 117 os 4� RCE EXP. DATE 11 LAND PLANNING CORONA, CALIFORNIA92880 tie a S Bo Fi TRACT 37305 P TEL. (951)279-18079-1800 '� '� 2 z REVIEWED BY. , I SURVEYING FAX(9 ROUGH GRADING PLAN51f 279-4380 No.36996 OF 19 SHES Engineering, Inc. * INSPECTOR DA rf 8-31-2020 s p SCALE: AS SHOWN BENCH MARK: SEE SHEET 1 FILE N0. MONMON HA RCE No. 83I55 DATE '9r �� ROUGH GRADING PLAN F--I CITY ENGINEER J ' O$ 17 202G fOF CnuF° CITY OF LAKE ELSINORE KEIT11 G O 0 R.C.E. N0.36996 /DA E DATE: AUGUST 2020 20-057 Bra.hA'?139166JIF]nm'IhaBA9 Roug1\663-REP SNi 11.dwg La}ouF 663-RCP-PLAN SaroJ 8/11/1810 ABl AM R'ofted:B/iB/ZB10 11:14 AM B1r Brune SEE SHEET NO. 11 CONSTRUCTION NOTES , .iv-�. �o E C ' P=1355.6 y w� I/ '/ So- CONSTRUCT BLOCK WALL PER DETAIL ON SHEET 12(HEIGHT VARIES) ��, 354.1 P 1358.4-� _ .,._ ��� 32-1 "<0 135.85� j I"1 :, ,/�;� 0 �� x0 31-1 P=7355.0 ^� 106.93' o 73 -✓ T01J'� 1 Z- • v v �. P=I358.I ti° ti v v se r i N h i 3-1 1 ' ,� arc• \x ti PAD L/MIT LINE N h Ia P=1355.1 L,NE'OF SIGHT DISPOSITION NOTES So 1 33-1 �1 h 30' 730' I 1 I[,NO OR EQUIPMENT LANDSCAPING A DRC PIN T P=1354.0 1 N HAN 30"IN HEIGHT SHOULD BE Ao- PROTECT IN PLACE c� t3s.- / ti h I' 11 1 n , ,•I� 1 5 PLACED WITHIN LINE OF SIGHT B� REMOVE AND DISPOSE OFF-SY7E ��c' \�� 132 1 B C ^b 4.1 10 10' Oo- EXISTING VERIZON CABINET TO BE REMOVED AND RELOCATED \ 1h '`S \ 0 1 135 ' X 1354.4 34-1 i '1p' 20 .s1 59 I Eo- EXISTING POB£R POLES TO BE REMOVED AND DISPOSED OFF-SITE BY OTHERS 3 P=7353 0 1^� I 20' >0-I 1 4 - o' 13 2 TO 3 c?gB \ X 1352.5 PROPOSED �Ati' 2•A AND, APE/ SEE SHEET 4 FOR EASEMENT NOTES As 9 _ PROPOSED" O \ h^—PAD LIMIT INE LANDSCAPE -Scu I L2 T EX. FENCE A e 73y8 EASEMENT AND SWALE S/P°, "> _ _ = �� j a� , _� a� � � 3478J 2.•1 914� i � X13544 s -- 6 9: xt X 13 • r ���1 50 621 � o I L? _ & 9� 135Q 47 - 8 0 i o 1 #3 @ 24" O.C. - 7 T _ � 22 I 6¢ P A 4349-48 7C OU L `Psj 9A lN�OF�SIGH7 I N - .... I ' I TRACT BOUNDARY J $�. R P `lyr/u a x,s co c. s C.C.P. LIMIT OF GRADING I y BLOCKS, GROUT ALLD CELLS SOLI REs — ET-ER R C�U LIITV 3 - NTION BAST I V 13 5.0 4I I NO STRUCTURES LANDSCAPING -' VP _ jy a \s LANDSCAPE AND F NCING I II OR EQUIPMENT GREATER THAN PER 50"IN HEIGHT SHOULD u9NQ 9PE2 PLACED WITHIN LINE OF SIGHT x 5' MIN. a s o \ 1 2 II '� I � a 24' /rY f7 � M-ESCi-I L Ci-i]Y/JI I G- SCROOL o IA OBLOCK WALL NTS 01W 0 S� �• 'i --02 �- EX FENCE A \o 0 / E�lV1S�AL�z- �1370 Ct�% —r—--7\ , _ I � III r fro_ --- GN X1339.2._ 13 4� T x. EX FENCE B 13 �z I I I' TRACT BOUNDARY LIMIT OF GRADING � I o X,�- - _ � 11 I °r UIV I iII DIAL TWO WORKING BEFORE DAYS BEFORE SCALE: 1"=40' YOU DIG YOU DIG TOLL FREE 1-800-422-4133 Omni 0 4o Bo 20 1so A PUBLIC SERVICE BY MB ERSC 08/25/2020 UNDERGROUND SERVICE ALERT MARK RENSIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY SEAL CITY Of LAKE ELSINORE SHEET NO. CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND A PERMIT MAY ®ENGINEERING 357 N. SHERIDAN STREET QROFESS10 BE ISSUED. SUITE 117 �0 0 c.os a� RCE EXP. DA 7E LAND PLANNING CORONA, CALIFORNIA 92880 pert B�p�? REVIEWED BY. TRACT31305 TEL. (951)279-1800 2 m ROUGH GRADING PLAN 12 SURVEYING FAX(951)279-4380 No.36996 �` J-� ' Engineering, Inc. * INSPECTOR DATE IL 0 SHTS 7 µJQ� 8-31-2020 sT CIv1� P SCALE: AS SHOWN BENCH MARK: SEE SHEET 1 FILE N0. R ON HABIB, RCE No. 83156 DATE /^` 9JfoPCAl�FO�� ROUGH GRADING PLAN CITY ENGINEER J ' 08/17/2020 DATE AUGUST 2020 20-058 CITY OF LAKE ELSINORE KEITFr G 0 0 R.C.E. N0.36996 DATE Brarhg'?139166JIEMm'1haEA9 Roug1\663-RCP SHi 12 Erg [apuf:SHEET 11 Samf Sj18/N110 Ik15 AM Pbffef B/1B/1010 11:15 AM By k,me _ 0 2 I949 TC 1T5 M 8512'_ os ��1Soo�Es YR.FLOOD P LI -CALIFDEPT.FISH&WILDLIFE �OQ. � T138�O.s. - - .Pt OT 339 a r c r i 34 \ t ti � . .. •. � PROPER LINE/ 5 4 c� - � /ti _ ' � o � Z ® 10,o s 1 0, - 11/ C — QT-139 p S Io I� TD A!" I I q D t ��� 4 2p 'y E " y0 �U.S. ARMY CORP OF ENGINEERS L/M77S o � T Il/•11.. V Ili p PAR /N ��ti°�-� a.5% ��� IR��A NE o - I o 20% rTl yq� 2.0 459 �55 2 .:'A -- N42 08 46 E 1129E 1` -- -F ----- - -- --- - - - EX. FENCE o ---- v ' AND SWALE `\ x _ - - - rl r�.r� � r� l rl ��� rr TRACT BOUNDARY � \l\ __]/ F=fIJYJII rll.rrJ scgo(- LIMIT OF GRADING _<`_ " CONSTRUCTION NOTES PL PL PL TEMESCAL CANYON HIGH SCHOOL FUTURE PARK BY OTHERS TEMESCAL CANYON HIGH SCHOOL FUTURE PARK BY OTHERS TEMESCAL CANYON HIGH SCHOOL FUTURE PARK BY OTHERS o-4 CONSTRUCT 3'WIDE CONCRETE V-DITCH PER DETAIL ON SHEET 4 .� LOT 140 LOT 140 LOT 140 So- CONSTRUCT 4'WIDE CONCRETE V--DITCH PER DETAIL ON SHEET 4 16' VARIES EXIST 5'C.L. FENCE EXIST 5'CL.FENCE EXIST 5'C.L.FENCE I 2'BENCH 2'BENCH 2'BENCH 2'BENCH � Go- CONSTRUCT 4'CUTOFF WALL PER DETAIL ON SHEET 4 PR07ECT IN PLACE 3, PROTECT IN PLACE 3, PROTECT IN PLACE VARIES CONSTRUCT SPLASH WALL PER DETAIL ON SHEET 4.H=18"UNLESS OTHERWISE FUTURE FR�r 32 EXIST. DITCH 5% 28 q' 2'BENCH F� o -- O NOTED PROTECT IN PLACE 59 X 21 CURB EXISTING 59 1 MqX n, EXISTING 5% 33 INSTALL 12'PVC 5DR-35 STORM DRAIN PIPE - - 4:1 __-_ GROUND 2- _ GROUND 59 II M - III 7 2% INSTALL 24"X24Y NOS CD WITH SQUARE GRATE OR APPROVED EQUAL LOCAL 2:1 t �- PROP.RG - - - -„III-" DG IRA - 'y -- - 0% EXIS77NG SLOPE _ 2ll _ _ �i1�Tf - - 1i1-ITf- 2 Gm-ISURFACE SURFACE III -11I 34 DEPRESSION PER DETAIL ON SHEET 4. �� ml I k" �2 I- - I III III-I� II-III�II � ar ( ) � - - iI II PROP. RG �,- 2q TO 1 PROP RG FUTURE 35 INSTALL 12"X12 NDS CB WITH ATRIUM GRATE OR APPROVED EQUAL.LOCAL DEEP EARTH DITCH 3'W/DE-/8"DEEP CONC DITCH - SURFACE OG TRAIL DEPRESSION PER DETAIL ON SHEET 4. . IIr' - 36 INSTALL 8"PVC SDR-35 STORM DRAIN PIPE Pj _,IIi SLOPES VARIES(25%35%) SLOPES VARIES(17 27%) II SECT/ON '�iC" 4L IMDE-24'DEEP CONC.DITCH SLOPES VARIES(19-279J FF iqq �O SECT/ON �Vh° � -- P 37 CONSTRUCT DOWNDRAIN PER DE77AL ON SHEET 4 NITS \2p ��F 139, Nrs SECTION '"7�1 W hj PL PL NTS FUTURE PARK BY OTHERS TRACT 37305 FUTURE PARK BY OTHERS TRACT 37305 O LOT 140 LOT 139 OS LOT 140 LOT 139 O.S. ��� e 45$' 2% 2'BENCH 1'BENCH 3"MIN MIN. �� 4 PROPERTYL�NEF1' 2'BENCH "i '�-III _ DISPOSITION NOTES OGU7RAlL �qX_1- STOVEPIPE CANYON CREEK �A 3333 � - LJLJ I ��9�� 4 345 3j 55 PROP. RG _- 7 3 SURFACE __ � _ v ____ Ao- PR07ECT IN PLACE _ STOVEPIPE CANYON CREEK _ 3'WIDE 18"DEEP CONC.DITCH HI-III-i i= -t SLOPES VARIES(1.0-4.59) FUTURE -III II - 13405 , _ EXIS77NG GROUND Bo- REMOVE AND DISPOSE OFF-SIZE ���F DG TRAIL PROP. RG j I�- ����. F73 -o \f S, SURFACE J/ EXISTING GROUND \f s, \��qF 4'WIDE-24"DEEP CONC.DITCH \�"OP. SLOPES VARIES(0.5-759) SEE SHEET 4 FOR EASEMENT NOTES SECT/ON "r SECTION 17" NTS NTS uc � y .99 v "�I O l N II tl D� �JaT �✓ FV. 1 C DIAL TWO WOBYJN6 YOU DIG DAYS LYOUpE SCALE 1"=40' TOLL FREE 1-800-422-4133 TRACT BOUNDARY N , A PUBLIC SERVICE BY D 40 aD 2D 60 MB ERSC 08/25/2020 LIMIT OF GRADING UNDERGROUND SERVICE ALERT MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY SEAL CITY Of LAKE ELSINORE SHEET NO.. CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND A PERMIT MAY ®ENGINEERING 357 N. SHERIDAN STREET QR°FESS/ph, BE ISSUED. SUITE 117 Eo 0 c.os a� RGE fXP. DATE LAND PLANNING CORONA, CALIFORNIA 92880 der t Bop? REVIEWED BY. TRACT?T3O5 7A (951)279-1800 2 m ROUGH GRADING PLAN 13 SURVEYING FAX(951f 279-4380 No.36996 OF 19 SIPS l(I Engineering, Inc. * INSPECTOR DATE f lam 8-31-2020 si CIv�� P SCALE: AS SHOWN BENCH MARK: SEE SHEET 1 FILE 110. RE ON HABIB,PCE No. 8JI56 DATE /^` gJfoFCAV�pO�� ROUGH GRADING PLAN CITY ENGINEER J ' 08/17/202G DATE AUGUST 2020 20-059 CITY OF LAKE ELSINORE KEITH G 0 0 R.C.E. N0.36996 DATE BravhA'R:1.�erss�I�,m1c em9 Roug1\663-RCP SYi 13Erg [apuf:683-RCP-PUN SamT 8/14/P 18 1 AM PbffeT 8/181=il:4l AM BY Mme tf 0 100= .2Vm258 STORM DRAIN CONSTRUCTION NOTES 21 CONSTRUCT ENERGY DISS/PATOR-IMPACT BASIN PER SPPWC STD.NO.384-3 -- - (W=4) CONSTRUCT CONCRETE COLLAR PER RCFC&WD SID.NO.M803 / 23 CONSTRUCT MANHOLE NO. 1 PER RCFC&WCD SID.NO.MH251 / 7 +70.1 24 CONSTRUCT 36"CSP DIAMETER RISER PER DETAIL ON SHEET 4 93.10/NV. 25 CONSTRUCT 24"RCP(D-LOAD PER PROFILE) ====Io- CONSTRUCT 18"RCP(D-LOAD PER PROFILE) EA SEMEN T / S-0 01 27 CONSTRUCT 7EMPORARY 24"HOPE STORM DRAIN PIPE MI IS / CONS7RUCT 24"CLASS Nl(15OLB)RIPRAP PER DETAIL ON SHEET 4(DIMENSION PER PLAN) 30 CONSTRUCT CONCRf7E BULKHEAD PER RCFC&WCO STD.NO.M816 Q / k l N* * *O *THE CONCRETE COATING ON THE INSIDE OF ALL REINFORCED CONCRETE PIPES MUST BE INCREASED TO PROVIDE A MIN. 1-112" OVER THE REINFORCING WHEN DESIGN VELOCITIES EXCEED 20 FPS APN 389-200-039 / THE CONCRE7E DESIGN STRENGTH IN THESE REACHES SHALL BE EASEMENT TO THE CITY j 4.33' 4"RCP fc=5,000 PSI FOR VELOCITIES EXCEEDING 20 FPS AND fc=6,000 PSI OF LAKE ELSINORE J CLA S IV FOR VELOCITIES EXCEEDING 30 FPS. DISPOSITION NOTES -- /I 00 Ao- PROTECT IN PLACE U TOFF WALL �o? SEE SHEET 4 FOR EASEMENT NOTES n0 Ocv 51.72' 4"RC CLI SS lV 8.33'24"R P* PRORLESCALE ClASS lV HOR2: I"=20' VERT.• 1"=5' 10+00 10+50 11+00 l /llli / X 1305.5 — LINE TABLE i X135.4 NO. BEARING DISTANCE X 1305,1 Ftia O N8830'05'Y 60.05' l l i 1 © N8830'05'Y 4.33' X 12 77.5 ���Q x� �c,'9o� 1300 N7851'03'£ 316.13' 6 y. / .96, o�,o� 0 S012955"E 4.33' C� Ll W 2 y 5 X 1305,4 _ - ��G��J 5�� ��o� SEDIMENT BASIN SB-Cl BASIN GRADED AREA DATA III Q� �Ory�� SURFACE (AREA FOR TRAPPING(sf)=3,320 . WATER SURFACE es 2 ft) 13038 125.5 S-0.010 G SD LAT C-1 3 010 AT (f25 EX. FENCE A 51 1 21 £ 1 3 10�G9 1\ _--- X 1 3 0 4.7 q CONS BASINOFG= 1,300 / 4. I TOP OF EMBANKMENT= 1304 RISER PIPE DIAMETER=36" 'I - \i � \v`\� OURET PIPE DIAMETER=24" o , I D B 1� 1275.4 EXISBNG CULVER \80� 16 \ o� oNo LlN *g o*NOZ 1305.3 X \ C- 1275.E \ EX. FEN FFA sc 1"=20' 04.7 X1304.1 20 40 60 80 D o PLAN LINE C-1 PLAN LAT C-1 �J� STA. 10+00 TO STA. 10+76.95 STA. 1 +00 TO STA. 4+17.63 DIAL 7W0 Wow" DAYS BEFORE YOU DIG YOU DIG TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY MB ERSC 08/25/2020 UNDERGROUND SERVICE ALERT MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE NTH THE APPROPRIATE PREPARED BY: SEAL SHEET NO.. CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN ENGINEERING 357 N. SHERIDAN STREET QR°FESS10 CITY OF LAKE ELSINORE FOUND ACCEPTABLE SU17F 117 �o N c.os a� RCE EXP. DATE 14 LAND PLANNING CORONA, CALIFORNIA 92880 der t Bop? RENEWED BY: TRACT 37305 7 (951)279-1800 2 m ROUGH GRADING PLAN im SURI/EYING FAX(951)279-4380 � No.36996 l 1 Engineering, Inc. * INSPECTOR DATE OF 19 SHTS ((/� 8-31-2020 s SCALE.' AS SHOWN BENCH MARK: SEE SHEET 1 MON HABIB, RCE No. 83156 DATE /I�` 'sr ciw� ��r SD LINE G9 & LAT G9 FILE NO. CITY ENGINEER J ' 08 17 2020 foFcn��FO I DATE• AUGUST 2020 20-060 CITY OF LAKE ELSINORE KEITH� R.C.E.NO.36996 DATE OrormA'R'�38266JInnm'�GwBN9 ReagA\663-RCP SRi 14.Erg [aput:663-RCP-STORM DRAM Sara?8/14/1020 IP09 AM MoffeY B/IB/2010 i1:43 AM BY Orcne z� 1310 H .DRAULIC DATA, 0 100= 1s.3 Cts mo Z 0 64.54 PROP SED RADE 2 6.33/ V. 12 Po1 ® TORM DRAT S=0 0115 /-15 FREE ZO4 ASIN EXIS77NGSURFACE— GL - o @ STORM DRAWS 0.07 / 1 128.33/ V. _ --- -- --- / o -44� - _ — S 0.010 0112 D2 ----- ---- 4.33 24"R P __ S=0.01 15 S 0.006 Cf4SS IV EXl TING SPRF 2 2 ^^o CUT WALL Q o ro"? N p - �v WISTING SURF ACE o+ +� 12 10 Zo o ^a o o ST RM DRAIN 30.06' 2' / 24"HDPE 24 CSP 4. 3'18"RCP _ _ �4.33'24"R 8.33'24"R P" 4.43'2 "RCPI CLASS IV CLASS IV C14SS IV CLASS IV PRORLE SCALE PROFILE.SCALE HORZ 1"=20' HORZ.' 1"=20' VERT.. 1"=5' VERT 1"=5' 10+00 10+50 11+00 11+00 12+00 13+00 14+00 STORM DRAIN CONSTRUCTION NOTES \Os CONSTRUCT ENERGY DISS/PATOR-IMPACT BASIN PER SPPWC STD.NO 384-3 - \I - 21 (W=4) o- CONSTRUCT CONCRETE COLLAR PER RCFC&WCD SID.NO.M803 CONSTRUCT MANHOLE NO. 1 PER RCFC&WCD STD.NO.MH251 II CONSTRUCT 36`CSP DIAMETER RISER PER DETAIL ON SHEET 4 CONSTRUCT 24`RCP(D-LOAD PER PROFILE) I 26 `CONSTRUCT 18 RCP D-LOAD PER PROFILE ! J 27 CONSTRUCT TEMPORARY 24'HOPE STORM DRAIN PIPE ��6, �b�6. ��2 4 NU EX. FE CE A ^ ( ( zG �GEGIN 6 INS' s0 La r c-2 yGc O\ --- _ p\ PER P UN�24`CLASS 111 1501E RIPRAP PER DETAIL ON SHEET 4 DIMENSION 8 286 3 S=0 112ziS=0.0112 �j CONSTRUCT CONCRETE BULKHEAD PER RCFC&WW STD.NO..M816 / PR �g c £ D 1290 *THE CONCRETE COATING ON THE INSIDE OF ALL REINFORCED - O G - 9' C CONCRETE PIPES MUST BE INCREASED TO PROVIDE A MIN. 1-112" B OVER THE REINFORCING WHEN DE51GN VELOCITIES EXCEED 20 FPS. 1 THE CONCRETE DESIGN STRENGTH IN THESE REACHES SHALL BE - --- ;; f c=5,000 PSI FOR VELOCI LIES EXCEEDING 20 FPS AND f c=6,000 PSI --- - -- ��_' S FOR VELOCITIES EXCEEDING 30 FPS. . A A INN LINE -2 A ��- _ 0 � DISPOSITION NOTES LEE ----------- X. L A C VET A Ao- PROTECT IN PLACE ' p --- ------------------ +n N+OWD-- , LINE TABLE o ---` NO. BEARING I DISTANCE - -_ `. ROPOSED P.- A N5504'28"E 54.16' �� I �, -a N55'04'28"E 433' V ----_ c N345532"W 4.33' D LA C- - D S443428'E 31256' 0 SEE RIGHT e N3455'32"W 4.33" � I �o SEE RIGHT ' \ � -- SEDIMENT BASIN SB-C2 J V T BASIN DATA PLAN LINE C-2 — STA. 10+00 TO STA. 10+71 .47 PLAN LAT C-2 — STA. 10+64.64 TO STA. 13+83.78 SURFACEAREA�FR=TRAPSPING(sf)=3319 WATER SURFACE ELEVATION(ft)= 129722 DIAL TWO WORIUNG 0100 UL 77MA TE(cfs)= 19.32 BEFORE DAYS BEFORE SCALL: 1-20' CONSTRU077ON DATA YOU DIG YOU DIG BASIN FG= 12935 TOLL FREE 1-800-227-2600 20 40 60 80 TOP OF EMBANKMENT= 1298.0 A PUBLIC SERVICE BY RISER PIPE DIAMETER=36" UNDERGROUND SERVICE ALERT MB ERSC 08/25/2020 OU LET PIPE DIAMETER=24" MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE NTH THE APPROPRIATE PREPARED BY: SEAL SHEET NO.. CONDITIONS OF DEVELOPMENT AND/OR CITY AND STA7E LAWS AND HAVE BEEN ENGINEERING 357 N. SHERIDAN STREET QRpFESSIph, CITY Of LAKE ELSINORE FOUND ACCEPTABLE SUITE 117 �0 0 c.os a/ RCE EXP. DATE C LAND PLANNING CORONA, CALIFORNIA 92880 der t B�p�? RENEWED BY: TRACT 37305 J 7 (951)279-1800 2 m ROUGH GRADING PLAN SURI/EYING FAX(951)279-4380 No.36996 OF 19 SHrS �M�'` l I Engineering, Inc. * INSPECTOR DATE (lam 8-31-2020 sT ciw� P SCALE.' AS SHOW7J BENCH MARK: SEE SHEET 1 SD LINE C-2 & LAT C-2 FILE N0. DEMON HAB�RCE No 83156 DATE //�� 9r101-0F,�`' CITY ENGINEER J 08/17/2020 DATE: AUGUST 2020 20-061 CITY OF LAKE ELSINORE KEITH� R.C.E.NO.36996 DATE OrormA'R'�38266JIFMm'�G"aCh9 RaugA\663-RCP SRi 15Erg [aput:663-RCP-STORM DRAM Sara?8/14/1020 IPi3 AM HOMeJ 8/IB/1020 Ii:49 AM BX gone NICHOLS RANCH KEYSTONE RETA KING WALL PLANS 1.0 SCOPE OF WORK 7.0 FOUNDATION SOIL NOTES 13.0 UTILITY NOTES 17.0 KEYSTONE WALL DESIGN NOTES 1. THE WORK SHALL CONSIST OF FURNISHING AND CONSTRUCTING KEYSTONE WALL BLOCK AND MIRAGRID GEOGRID REINFORCED 1. EXCAVATE FOUNDATION SOIL AS REQUIRED FOR FOOTING OR BASE DIMENSION SHOWN ON THE DRAWINGS,ORAS DIRECTED BY 1. UTILITY INFORMATION MAY NOT HAVE BEEN PROVIDED TO THE ENGINEER OF RECORD FOR THE PREPARATION OF THESE PLANS, 1. IT IS THE RESPONSIBILITY OF THE OWN EROROWNER'SREPRESENTATIVE TO VERIFY THE SOIL STRENGTH DESIGN PARAMETERS SOIL RETAINING WALL SYSTEMS IN ACCORDANCE WITH THIS TECHNICAL SCOPE OF WORK AND IN REASONABLY CLOSE THE PROJECT GEOTECHNICAL ENGINEER. AND THEREFORE MAY NOT BE INCLUDED.IF UTILITIES ARE LOCATED WITHIN THE PROPOSED REINFORCED ZONE THE ENGINEER ARE REPRESENTATIVE OF THE SOILS AVAILABLE FOR WALL CONSTRUCTION.IF THE SOIL STRENGTH PARAMETERS ARE FOUND CONFORMITY WITH THE LINES,GRADES AND DIMENSIONS SHOWN ON THE ROUGH GRADING PAVING PLAN BY KBA ENGINEERING, 2. THE OWNER SHALL RETAIN THE SERVICES OF A GEOTECHNICAL ENGINEER TO EXAMINE FOUNDATION SOIL TO ENSURE THAT THE OF RECORD MUST BE NOTIFIED PRIOR TO CONSTRUCTION OF THE SEGMENTAL RETAINING WALLS TO REVIEW THE DESIGN TO Be I NCONSISTENT WITH THOSE ASSUMED BY THE ENGINEER OF RECORD,THIS DESIGN IS NO LONGER VALID AND IT IS THE INC.DATED SEPTEMBER 2019. ACTUAL FOUNDATION SOIL STRENGTH MEETS OR EXCEEDS THAT INDICATED ON THE DRAWINGS.UNSUITABLE$OIL$ARE AND/OR PLANS.MODIFICATIONS TO THE DESIGN AND/OR PLANS MAY BE REQUIRED,AND MAY TAKE UP TO TEN BUSINESS DAYS. RESPONSIBILITY OF THE OWNER OR OWNER'S REPRESENTATIVE TO NOTIFY THE ENGINEER OF RECORD SO THE RETAINING WALL 2. WORK INCLUDED: DE FINED AS ANY SOIL THAT DOES NOT HAVE SUFFICIENT BEARING CAPACITY OR WILL CAUSE EXCESSIVE WALL SETTLEMENT. 2. UTILITIES MUST BE PROPERLY DESIGNED(BY OTHERS)TO WITHSTAND ALL FORCES FROM THE SEGMENTAL RETAINING WALL SYSTEM CAN BE REDESIGNED.FAILURE TO NOTIFY THE ENGINEER OF RECORD MAY RESULT IN FAILURE OF THE RETAINING A. FURNISHING KEYSTONE WALL SEGMENTAL CONCRETE FACING AND CAP UNITS AS SHOWN ON THE CONSTRUCTION DRAWINGS. REMOVE SOIL NOT MEETING THE REQUIRED STRENGTH. UNITS,REINFORCED SOIL MASS,AND SURCHARGE LOADS(IF ANY). WALL. B. FURNISHING KEYSTONE SHEAR AND REINFORCEMENT PIN CONNECTORS. 3. THE OWNER SHALL RETAIN THE SERVICES OF A GEOTECHNICAL ENGINEER TO DETERMINE IF THE FOUNDATIONSOILSWILL 3. STORMDRAINS ARE PRONE TO LEAKING.THEREFORE,IF A JOINT INA STORM DRAIN IS LOCATED WITHIN 100 FEET OF THE 2. SOIL DESIGN PARAMETERS: C. FURNISHING MIRAFI STRUCTURAL GEOGRID REINFORCEMENT AS SHOWN ON THE CONSTRUCTION DRAWINGS. RED IRE SPECIAL TREATMENT OR CORRECTION TO CONTROL TOTAL AND DIFFERENTIALSETTLEMENT. RETAINI NO WALL THE STORM WATER PIPE MUST BE WATER TIGHT.NEOPRENE ORINGS MUST BE INSTALLED AT ALL STORM PIPE A. REINFORCED SOIL: PHI=32 DEGREES C=O PSF GAMMA-130PCF D. STORING,CUTTINGANDPLACINGSTRUCTURAL GEOGRID REINFORCEMENT AS SPECIFIED HEREIN AND AS SHOWN ON THE 4. FI LL OVER-EXCAVATED AREAS WITH SUITABLE COMPACTED BACKFILL,AS RECOMMENDED BY THE PROJECT GEOTECHNICAL JOINTS ASA MINIMUM. RETAINED SOIL: PHI=32 DEGREES C=O PSF GAMMA=130 PCF CONSTRUCTION DRAWINGS ENGINEER. 4. WATER LINES,INCLUDING IRRIGATION SYSTEMS,MUST BE WATER TIGHT WITHIN 100 FEET OF THE RETAINING WALL.LEAKAGE FOUNDATION$OIL: PHI=32 DEGREES C=0 PSF GAMMA=130 PCF E. PLACEMENT AND COMPACTION OF UNIT WALL FILL AND BACKFILL WITHIN THE GEOGRID REINFORCED AREA AS SPECIFIED HEREIN 8.0 BASE COURSE NOTES BEHIND A RETAINING WALL WILL INCREASE THE HORIZONTAL PRESSURE AGAINST THE WALL LEADING TO WALL FAILURE.FOR 3. DESIGN PEAK GROUND ACCELERATION(2/3"PGAm PER 2019 CBC AND ASCE 7-16):0.58G AND AS SHOWN ON THE CONSTRUCTION DRAWINGS. 1. PLACE BASE MATERIALS TO THE DEPTHS AND WIDTHS SHOWN ON THE DRAWINGS,UPON UNDISTURBED SOILS,OR FOUNDATION THIS REASON,SUBSURFACE WATERLINES AND IRRIGATION SYSTEMS SHOULD NOT BE INSTALLED ABOVE THE REINFORCED 4. REINFORCED BACKFILL SHALL MEET SOIL CLASSIFICATION,GRADATION AND PLASTICITY INDEX AS STATED IN SECTION 6.5 THIS F. ERECTION OF KEYSTONE WALL SEGMENTAL CONCRETE UNITS AND PLACEMENT OF STRUCTURAL GEOGRID. SOILS PREPARED AS DIRECTED BY THE PROJECT GEOTECHNICAL ENGINEER. ZONES OF THE RETAINING WALL,OR WITHIN 5 FEET OF THE REINFORCED ZONE. SHEET 2.0 REFERENCE DOCUMENTATION A. EXTEND THE LEVELING PAD LATERALLY AT LEAST 6INCHES IN FRONT AND BEHIND THE LOWERMOST CONCRETE RETAINING WALL 14.0 FIELD QUALITY CONTROL AND QUALITY ASSURANCE NOTES 5. GEOTECHN ICAL PARAMETERS USED FOR DESIGN SHALL BE CONFIRMED BY GEOTECHNICAL ENGINEER PRIOR TO WALL 1. K&A ENGINEERING,INC.,ROUGH GRADING PLAN,DATED SEPTEMBER 2019. UNIT. 1. INSTALLER IS RESPONSIBLE FOR QUALITY CONTROL OF INSTALLATION OF SYSTEM COMPONENTS. CONSTRUCTION. 2. GEOTEK,INC.,REQUEST FOR SOILS PARAMETERS,JOB NO.2248-CR,DATED OCTOBER 23,2019. B. PROVIDE AGGREGATE BASE COMPACTED TO 6INCHES THICK(MINIMUM). 2. THE OWNER SHALL EMPLOY AN INDEPENDENT THIRD PARTY SPECIAL INSPECTOR EXPERIENCED IN SEGMENTAL RETAINING WALL 6. LATERAL EARTH PRESSURES ARE DETERMINED USING RANKINE EARTH PRESSURE THEORY 3. WHERESPECI FICATIONS AND REFERENCE DOCUMENTS CONFLICT,THE ENGINEER SHALL MAKE FINAL DETERMINATION OF THE 2. COMPACT AGGREGATE BASE MATERIAL TO PROVIDE A LEVEL,HARD SURFACE ON WHICH TO PLACE THE FIRST COURSE OF UNITS. CONSTRUCTIONTO PERFORM QUALITY ASSURANCE VERIFICATION OF THE CORRECT INSTALLATION OF SYSTEM COMPONENTS IN 7. INTERN AL STABILITY OF WALLS APPLICABLE DOCUMENT. 3. PREPARE BASE MATERIALS TO ENSURE COMPLETE CONTACT WITH RETAINING WALL UNITS.GAPS ARE NOT ALLOWED. ACCORDANCE WITH THESE SPECIFICATIONS AND THE DRAWINGS. A. MINIMUM FACTOR OF SAFETY ON GEOGRID STRENGTH=1.50 3. CORRECT WORK WHICH DOES NOT MEET THESE SPECIFICATIONS OR THE REQUIREMENTS SHOWN ON THE DRAWINGS AT THE B. MINIMUM FACTOR OF SAFETY ON GEOGRID PULLOUT 1.50 9.0 ERECTION NOTESC. PERCENT COVERAGE OF GEOGRID=100% 3.0 RED ON PROVISIONS 1. EXCAVATION SUPPORT, LREQUIRED,IS THE RESPONSIBILITY OF THE CONTRACTOR,INCLUDING THE STABILITY OF THE INSTALLER'S EXPENSE. 8. EXTERNAL STABILITY 7. RED ONE ENGINEERING,INC.(RED ONE)ASSUMES NO LIABILITY FOR INTERPRETATION OF SUBSURFACE CONDITIONS,SUITABILITY EXCAVATION AND ITS INFLUENCE ON ADJACENT PROPERTIES AND STRUCTURES. 4. PROJECT GEOTECHNICAL ENGINEER TO PERFORM COMPACTION TESTING OF THE REINFORCED BACKFILL PLACED AND A. MINIMUM FACTOR OF SAFETY AGAINST BASE SLIDING=1.50 OF SOIL DESIGN PARAMETERS AND SUBSURFACE GROUNDWATER CONDITIONS MADE BY OTHERS. COMPACTED IN THE REINFORCED BACKFILL ZONE. 2. GENERAL ERECT UNITS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS,AND AS SPECIFIED B. MINIMUM FACTOR OF SAFETY AGAINST OVERTURNING=2.00 2. RED ONE SHALL NOT BE RESPONSIBLE FOR THE COST OF ALL MEANS OF SUBSOIL IMPROVEMENT;COST OF ADDITIONAL SUBSOIL A. TESTING FREQUENCY(ORAS DIRECTED BY PROJECT GEOTECHNICAL ENGINEER) EXPLORATION;AND FOR ALL LABOR TOOLS,EQUIPMENT AND INCIDENTALS NECESSARY TO COMPLETE THE WORK.THE OWNER HEREIN. B. ONE TEST FOR EVERY 2 FEET(VERTICAL)OF FILL PLACED AND COMPACTED,FOR EVERY 50 LINEAL FEET OF RETAINING WALL. C. MINIMUM SURCHARGE m A SHOWN $STRUCIL TURAINGL CALCULOVERSTATIONS .00 3. PLACE FIRST COURSE OF CONCRETE WALL UNITS ON THE PREPARED BASE MATERIAL.CHECK UNITS FOR LEVEL AND D. UNIFORM SURCHARGE=AS SHOWN ON STRUCTURAL CALCULATION$ SHALL BE RESPONSIBLE FOR ALL SUCH COST. ALIGNMENT.MAINTAIN THE SAME ELEVATION AT THE TOP OF EACH UNIT WITHIN EACH SECTION OF THE BASE COURSE. C. VARY COMPACTION TEST LOCATIONS TO COVER THE ENTIRE AREA OF THE REINFORCED SOIL ZONE,INCLUDING THE AREA E. BACKFILL SLOPE=AS SHOWN ON SITE PLAN AND STRUCTURAL CALCULATIONS 3. THE OWNER SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL FEDERAL,STATE AND LOCAL REQUIREMENTS FOR THE COMPACTED BY THE HAND-OPERATED COMPACTION EQUIPMENT. 4. ENSURE THAT FOUNDATION UNITS ARE IN FULL CONTACT WITH NATURAL OR COMPACTED SOIL BASE. 9. GLOBAL STABILITY(TO BE CONFIRMED BY GEOTECHNICAL ENGINEER) EXECUTION OF THE WORK,INCLUDING LOCAL BUILDING INSPECTION AND CURRENT OSHA EXCAVATION REGULATIONS. 5. PROJECT GEOTECHNICAL ENGINEER TO TEST ALL SOIL PROPOSED FOR USE IN THE SEGMENTAL RETAINING WALL 5. PLACE CONCRETE WALL UNITS SIDE-BY-$IDE FOR FULL LENGTH OF WALL ALIGNMENT.ALIGNMENT MAY D DONE BY USING A A. MINIMUM FACTOR OF SAFETY AGAINST STATIC GLOBAL STABILITY=1.50 4. PRIOR TO RETAINING ALL GRADING UOR NDERGVATION OF ETURES,I,THE CONTRACTOR CSHALL IONSCONFIRM WITHINTHE LOCATIONTHE OF THE STRING LINEWALLUITS.MEASURED FROM THE BACK OF THE BLOCK.GAPS ARE NOT ALLOWED BETWEEN THE FOUNDATION CONCRETE CONSTRUCTION,INCLUDING SOIL IN THE FOUNDATION,RETAINED AND REINFORCED ZONE OF THE WALLS,TO VERIFY B. MINIMUM FACTOR OF SAFETY AGAINST SEISMIC GLOBAL STABILITY=1.15 PROPOSED RETAINING WALL$AND ALL UNDERGROUND FEATURES,INCLUDING UTILITY LOCATIONS WITHIN THE AREA OF WALL UNITS. COMPLIANCE WITH THE MATERIAL SPECIFICATIONS AND ENGINEERING PROPERTIES. CONSTRUCTION. 6. INSTALL SHEAR/CONNECTING DEVICES PER MANUFACTURER'S RECOMMENDATIONS. 15.0 STATEMENT OF SPECIAL INSPECTIONS 18.0 APPLICABLE BUILDING CODE 5. REDONEHAS COMPLETED ENGINEERING DESIGN OF THE PROPOSED RETAINING WALL(S),INCLUDING INTERNAL STABILITY AND 7. PLACE 12 INCHES(MINIMUM)OF DRAINAGE AGGREGATE BETWEEN,AND DIRECTLY BEHIND THE CONCRETEWALLUNITS.FILL 1. SPECIAL INSPECTION IS REQUIRED IN ACCORDANCE WITH IBC SECTION1704.5. ALLCONSTRUCTION SHALL CONFORM TO THE 2019 CALIFORNIA BUILDING CODE LOCAL EXTERNAL STABILITY WHERE APPLICABLE,BASED UPON THE INFORMATION PROVIDED TO US AS OUTLINED ABOVE.RED VOIDS IN RETAINING WALL UNITS WITH DRAINAGE AGGREGATE.PROVIDE A DRAINAGE ZONE BEHIND THE WALL UNITS TO WITHIN 2. THE SPECIAL INSPECTOR'S RESPONSIBILITIES INCLUDE VERIFYING THE FOLLOWING: ONE ASSUMES THAT OTHERS HAVE DETERMINED THE SUITABILITY OF PLACING RETAINING WALLS AT THE LOCATIONS PROVIDED 9 INCHES OF THE FINAL GRADE.CAP THE BACKFILL AND DRAINAGE AGGREGATE ZONE WITH 9 INCHES OF IMPERVIOUS MATERIAL. A. UNIT DIMENSIONS. 19.0 KEYSTONE RETAINING WALL PLAN SHEET INDEX TO US,INCLUDING GEOTECHNICAL SUITABILITY AND SITE GLOBAL STABILITY. 8. INSTALL DRAINAGE PIPE AT THE LOWEST ELEVATION POSSIBLE,TO MAINTAIN GRAVITY FLOW OF WATER TO OUTSIDE OF THE B. ANCHOR WALL UNIT IDENTIFICATION OF COMPLIANCE WITH ASTM C 1372,INCLUDING COMPRESSIVE STRENGTH AND WATER SHEET i6. TITLE SHEET AND NOTES 4.0 GENERAL NOTES REINFORCED ZONE.SLOPE THE MAIN COLLECTION DRAINAGE PIPE,LOCATED JUST BEHIND THE CONCRETE RETAINING WALL ABSORPTION,AS DESCRIBED IN SECTION 3.1 OF IC REPORT 1959. SHEET 17. KEYSTONE WALL PLAN VIEW 1. THIS SET OF SEGMENTAL RETAINING WALL PLANS ARE BASED ON THE PLANS AND DOCUMENTS REFERENCED IN SECTION 2.0. UNITS,1 PERCENT(MINIMUM)TO PROVIDE GRAVITY FLOW TO THE DAYLIGHTED AREAS.DAYLIGHT THE MAIN COLLECTION C. FOUNDATION PREPARATION. SHEET 18. KEYSTONE WALL PROFILES CHANGES TO THESE PLANS OR DOCUMENTS,INCLUDING GRADING,DRAINAGE,UTILITIES,SURCHARGE LOADS OR GEOTECHNICAL DRAINAGE PIPE TO AN APPROPRIATE LOCATION AWAY FROM THE WALL SYSTEM AT EACH LOW POINT OR AT 150 FOOT(MAXIMUM) D. UNIT PLACEMENT,INCLUDING ALIGNMENT AND INCLINATION. SHEET 19. TYPICAL WALL SECTIONS AND CONSTRUCTION DETAILS PARAMETERS MAY AFFECT WALL DESIGN REQUIREMENTS.REDONE ENGINEERING SHALL BE NOTIFIED OF ANY SUCH CHANGES INTERVALS ALONG THE WALL. E. GEOSYNTHETIC REINFORCEMENT TYPE AND PLACEMENT. TO DETERMINE IF WALL DESIGN MODIFICATIONS ARE NEEDED. 9. REMOVE EXCESS FILL FROM TOP OF UNITS AND INSTALL NEXT COURSE.ENSURE DRAINAGE AGGREGATE AND BACKFILL ARE F. BACKFILL PLACEMENT AND COMPACTION. 2. THIS SET OF SEGMENTAL RETAINING WALL PLANS ARE BASED SPECIFICALLY ON THE WALL BEING CONSTRUCTED WITH COMPACTED BEFORE INSTALLATION OF NEXT COURSE. G. DRAINAGE PROVISIONS. KEYSTONE COMPAC III BLOCK AND MIRAGRID REINFORCEMENT PRODUCTS.ABSOLUTELY NO SUBSTITUTIONS ALLOWED. 10. CHECK EACH COURSE FOR LEVEL AND ALIGNMENT.ADJUST UNITS AS NECESSARY WITH REINFORCEMENT SHIMS TO MAINTAIN 3. TYPE AND EXTENT OF SPECIAL INSPECTION: 3. LOCATION OF THE SEGMENTAL RETAINING WALL IN RELATION TO PROPERTY LINES,UTILITY EASEMENTS,WATERSHED LEVEL,ALIGNMENT,AND SETBACK PRIOR TO PROCEEDING WITH EACH ADDITIONAL COURSE. A. SPECIAL INSPECTION SHALL BE PERFORMED ON A CONTINUOUS BASIS. EASEMENTS.OR ANY OTHER TYPE OF EASEMENTS ARE THE RESPONSIBILITY OF THE OWNER OR THE SITE CIVIL ENGINEER.RED 11. INSTALL EACH SUCCEEDING COURSE.BACKFILL AS EACH COURSE IS COMPLETED.PULL THE UNITS FORWARD UNTIL THE 4. TYPE AND EXTENT OF EACH TEST: ONE ENGINEERING ASSUMES NO LIABILITY FOR THE LOCATION OF THE SEGMENTAL RETAINING WALL,OR IF CONSTRUCTION OF LOCATING SURFACE OF THE UNIT CONTACTS THE LOCATING SURFACE OF THE UNITS IN THE PRECEDING COURSE.INTERLOCK A. MODULAR UNIT DIMENSION SHALL BE VERIFIED ONCE PER WALL PRIOR TO THE START OF CONSTRUCTION. THE PROPOSED SEGMENTAL RETAINING WALL ENCROACHES ANY PROPERTY LINES OR EASEMENTS. WALL SEGMENTS THAT MEET AT CORNERS BY OVERLAPPING SUCCESSIVE COURSES.ATTACH CONCRETE RETAINING WALL B. CONCRETE UNIT$HALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 3,000 PSI AND A MAXIMUM WATER ABSORPTION OF 4. IT IS IMPERATIVE THAT THE SITE SURVEYING OF THE SEGMENTAL RETAINING WALL BE DONE BY THE SITE CIVIL ENGINEER OR UNITS AT EXTERIOR CORNERS WITH ADHESIVE SPECIFIED. 7 PERCENT. SURVEYOR AND MUST BE BASED ON COMPUTER GENERATED SITE/GRADING PLANS AND NOT PROFILE PLANS DONE BY THE 12. INSTALL GEOSYNTHETIC REINFORCEMENT IN ACCORDANCE WITH GEOSVNTHETIC MANUFACTURER'S RECOMMENDATIONS AND C. FOUNDATION PREPARATION SHALL BE INSPECTED FOR COMPLIANCE WITH THE ANCHOR RETAINING WALL DESIGN PARAMETERS ENGINEER OF RECORD.SURVEYING OF THE SEGMENTAL RETAINING WALL MUST TAKE INTO ACCOUNT THE DESIGN BATTER THE SHOP DRAWINGS. AND GEOTECHNICAL ENGINEER OF RECORD RECOMMENDATIONS ONCE PER WALL PRIOR TO PLACEMENT OF CONTROLLED FILL. INDICATED ON THE ENCLOSED PLANS AND DETAILS.FAILURE TO TAKE INTO ACCOUNT WALL BATTER FOR SEGMENTAL RETAINING ORIENT GEOSYNTHETIC REINFORCEMENT WITH THE HIGHEST STRENGTH AXIS PERPENDICULAR TO THE WALL FACE. D. ANCHOR UNIT ALIGNMENT AND INCLINATION SHALL BE VERIFIED BY SURVEYED WALL HORIZONTAL LOCATION PRIOR TO WALLSURVEYING WILL PRODUCE INCORRECT LOCATIONS OF ALL TOP OF WALLS AND SHALL BE CORRECTED AT NO COST TO THE h. PRIOR TO GEOSYNTHETIC REINFORCEMENT PLACEMENT,PLACE THE BACKFILL AND COMPACT TO THE ELEVATION OF THE TOP OF CONSTRUCTION AND CORRECT BLOCK PLACEMENT AGAINST THE LOWER BLOCK'$ALIGNMENT DEVICE DURING CONSTRUCTION. ENGINEER OF RECORD OR THE SEGMENTAL RETAINING WALL CONTRACTOR. THE WALL UNITS AT THE ELEVATION OF THE GEOSYNTHETIC REINFORCEMENT. E. GEOSYNTHETIC REINFORCEMENT TYPE SHALL BE VERIFIED PRIOR TO CONSTRUCTION WITH AN INSPECTION OF THE 5. WALL GEOMETRY,LOCATIONS,SLOPES AND SURCHARGE LOADS FOR THE SEGMENTAL RETAINING WALLS WERE MEASURED PLACE GEOSYNTHETIC REINFORCEMENT AT THE ELEVATIONS AND TO THE LENGTHS SHOWN ON THE DRAWINGS. GEOSYNTHETIC REINFORCEMENT DELIVERED TO THE SITE FOR WALL CONSTRUCTION.PLACEMENT OF GEOSYNTHETIC FROM THE GRADING PLAN REFERENCED ABOVE.IF CONDITIONS VARY IN THE FIELD FROM THOSE SHOWN ON THIS PLAIN,THE d. LAY GEOSYNTHETIC REINFORCEMENT HORIZONTALLY ON TOP OF THE CONCRETE RETAINING WALL UNITS AND THE COMPACTED REINFORCEMENT SHALL BE CONTINUALLY OBSERVED DURING WALL CONSTRUCTION FOR COMPLIANCE WITH THE ANCHOR ENGINEER OF RECORD MUST BE NOTIFIED PRIOR TO CONSTRUCTION OF THE SEGMENTAL RETAINING WALLS TO REVIEW THE BACKFILL SOILS.PLACE THE GEOSYNTHETIC REINFORCEMENT WITHIN ONE INCH OF THE FACE OF THE CONCRETE RETAINING RETAINING WALL PLANS. DESIGN AND/OR PLANS.MODIFICATIONS TO THE DESIGN AND/OR PLANS MAY BE REQUIRED AFTER THE REVIEW,AND MAY TAKE WALL UNITS.PLACE THE NEXT COURSE OF CONCRETE RETAINING WALL UNITS ON TOP OF THE GEOSYNTHETIC REINFORCEMENT. F. BACKFILL SOIL SHALL BE VERIFIED IN COMPLIANCE WITH THE ANCHOR RETAINING WALL PLANS AND SOIL DESIGN PARAMETERS UP TO TEN BUSINESS DAYS TO COMPLETE. e. THE GEOSYNTHETIC REINFORCEMENT SHALL BE INTENSION AND FREE FROM WRINKLES PRIOR TO PLACEMENT OF THE BACKFILL PRIOR TO AND PERIODICALLY DURING CONSTRUCTION.BACKFILL SOIL COMPACTION SHALL BE CONTINUOUSLY VERIFIED 6. IFTHEREAREDISCREPANCIES BETWEEN ANY INFORMATION ON THESE PLANS AND INFORMATION IN THE PROJECT SOILS.PULL GEOSYNTHETIC REINFORCEMENT HAND-TAUT AND SECURE IN PLACE WITH STAPLES,STAKES,OR BY COMPACTED TO AT LEAST 90 PERCENT OF THE MAXIMUM DRY DENSITY AS DETERMINED BYASTM D 1557 FOR EVERY 20-00 YARDS SPECIFICATIONS,THE MORE RESTRICTIVE INFORMATION TAKES PRECEDENCE. HAND-TENSIONING UNTIL THE GEOSYNTHETIC REINFORCEMENT IS COVERED BY 6INCHES OF LOOSE FILL. OF BACKFILL PLACED. f. THE GEOSYNTHETIC REINFORCEMENTS$HALL BE CONTINUOUS THROUGHOUT THEIR EMBEDMENT LENGTHS.SPLICES IN THE G. ALL DRAINAGE PROVISIONS SHALL BE VERIFIED IN COMPLIANCE WITH THE ANCHOR RETAINING WALL PLANS AND THE 5.0 SEGMENTAL RETAINING WALL CONTRACTOR QUALIFICATIONS: GEOSYNTHETIC REINFORCEMENT STRENGTH DIRECTION ARE NOT ALLOWED. RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER OF RECORD AS CONSTRUCTED AND PRIOR TO BACKFILL. 1. THE WALL CONTRACTOR SHALL DOCUMENT COMPLIANCE WITH THE FOLLOWING EXPERIENCE REQUIREMENTS: g. DO NOT OPERATE TRACKED CONSTRUCTION EQUIPMENT DIRECTLY ON THE GEOSYNTHETIC REINFORCEMENT.AT LEAST 6 5. SEISMIC OR WIND RESISTANCE: 2. AMINIMUM OF FIVE YEARS IN WHICH THE CONTRACTOR HAS BUILT SEGMENTAL RETAINING WALLS WITH A TOTAL FACE AREA NO INCH ES OF COMPACTED BACKFILL SOIL IS REQUIRED PRIOR TO OPERATION OF TRACKED VEHICLES OVER THE GEOSYNTHETIC A. THERE ARE NO ADDITIONAL SPECIAL INSPECTION REQUIREMENTS FOR SEISMIC OR WIND RESISTANCE PER CBC 1705. LESS THAN 250,000 SQUARE FEET. REINFORCEMENT.KEEP TURNING OF TRACKED CONSTRUCTION EQUIPMENT TO A MINIMUM. 6. STRUCTURAL OBSERVATIONS: 3. CONSTRUCTION OF A MINIMUM OF 25,000 SQUARE FEET WITH THE SPECIFIED ANCHOR BLOCK UNITS. h. RUBBER-TIRED EQUIPMENT MAY PASSOVER THE GEOSYNTHETIC REINFORCEMENT AT SPEED$OF LESS THAN 5 MILES PER HOUR. A. THERE ARE NO REQUIRED STRUCTURAL OBSERVATIONS PER CBC 1709. 4. CONSTRUCTION OF AT LEAST FIVE SEGMENTAL RETAINING WALLS OF A SIMILAR HEIGHT AND SIZE AS THOSE SPECIFIED HEREIN. TURNING OF RUBBER-TIRED EQUIPMENT IS NOT ALLOWED ON GEOSYNTHETIC REINFORCEMENT. 7. SPECIAL INSPECTION NOTES: 6.0 MATERIAL NOTES 10.0 BACKFILL PLACEMENT NOTES A. THE SPECIAL INSPECTIONS IDENTIFIED ON PLANS ARE IN ADDITION TO,AND NOT A SUBSTITUTE FOR,THOSE INSPECTIONS 1. CONCRETE RETAINING WALL UNITS'KEYSTONE COMPAC III RETAINING WALL UNITS AS SHOWN ON THE DRAWINGS AND AS 1. PLACE REINFORCED BACKFILL,SPREAD AND COMPACT INA MANNER THAT WILL MINIMIZE SLACK IN THE REINFORCEMENT. REQUIRED TO BE PERFORMED BY THE CITY'S BUILDING INSPECTOR. MANUFACTURED BY SIERRA BUILDING PRODUCTS UNDER LICENSE FROM KEYS TONE RETAINING WALL SYSTEMS. 2. PLACE FILL WITHIN THE REINFORCED ZONE AND COMPACT IN LIFTS NOT EXCEEDING 6 TO 8 INCHE$(LOOSE THICKNESS)WHERE B. WORK RELATED TO SOILS SHALL BE PERFORMED BY THE GEOTECHNICAL ENGINEER OF RECORD,AS PER THE PROJECT 2. GEOSYNTHETIC REINFORCEMENT:MIRAGRID AS SHOWN ON THE DRAWINGS. HAND-OPERATED COMPACTION EQUIPMENT IS USED,AND NOT EXCEEDING 12 INCHES(LOOSE THICKNESS)WHERE HEAVY,SELF GEOTECHNICAL REPORT. 3. LEVELING PAD BASE PROPELLED COMPACTION EQUIPMENT IS USED. 16.0 SUBMITTALS A. AGGREGATE BASE:CRUSHED STONE OR GRANULAR FILL MEETING THE FOLLOWING GRADATION AS DETERMINED IN A. ONLY LIGHTWEIGHT HAND-OPERATED COMPACTION EQUIPMENT IS ALLOWED WITHIN 4 FEET OF THE BACK OF THE RETAINING 1. THE GEOTECHNICAL ENGINEER SHALL SUBMIT VERIFICATION TO REDONE ENGINEERING PRIOR TO THE START OF SEGMENTAL ACCORDANCE WITH ASTM D448: WALL UNITS. WALL CONSTRUCTION THAT ALL SOILS PROPOSED FOR CONSTRUCTION MEET THE REQUIREMENTS OF THIS SPECIFICATION. 3. MINIMUM COMPACTION REQUIREMENTS FOR FILL PLACED IN THE REINFORCED ZONE: SIEVE SIZE PERCENT PASSING A. COMPACT TO 90 PERCENT OF THE SOIL'S STANDARD MAXIMUM DRY DENSITY(ASTM D1557)FOR THE ENTIRE WALL HEIGHT. B. VERIFY COMPACTION REQUIREMENTS WITH THE PROJECT GEOTECHNICAL ENGINEER. 11NCH 100 C. UTILITY TRENCH BACKFILL:COMPACT UTILITY TRENCH BACKFILL IN OR BELOW THE REINFORCED SOIL ZONE TO 90 PERCENT OF 3/4 INCH 75 TO 100 THE SOIL'S STANDARD MAXIMUM DRY DENSITY(ASTM D1657),OR AS RECOMMENDED BY THE PROJECT GEOTECHNICAL ENGINEER. O NO OT060 D. MOISTURE CON TENT:AT OR 2 PERCENTAGE POINTS ABOVE THE OPTIMUM MOISTURE CONTENT FOR ALL WALL HEIGHTS. CNI NO.40 0 TO 50 E. THESE NOTES MAY BE CHANGED BASED ON RECOMMENDATIONS BY THE PROJECT GEOTECHNICAL ENGINEER. O NO.200 0 T05 4. AT THE END OF EACH DAY'S OPERATION,SLOPE THE LAST LEVEL OF COMPACTED BACKFILL AWAY FROM THE INTERIOR CV (CONCEALED)FACE OF THE WALL TO DIRECT SURFACE WATER RUNOFF AWAY FROM THE WALL FACE. B. BASE THICKNESS:6 INCHES(MINIMUM COMPACTED THICKNESS). A. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT THE FINISHED SITE DRAINAGE IS DIRECTED AWAY FROM THE 4. DRAINAGE AGGREGATE:CLEAN CRUSHED STONE OR GRANULAR FILL MEETING THE FOLLOWING GRADATION AS DETERMINED IN RETAINING WALL SYSTEM. ACCORDANCE WITH ASTM D448: B. IN ADDITION,THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT SURFACE WATER RUNOFF FROM ADJACENT CONSTRUCTION AREAS IS NOT ALLOWED TO ENTER THE RETAINING WALL AREA OF THE CONSTRUCTION SITE. SIEVE SIZE PERCENT PASSING 5. ANY STRUCTURAL FILL PLACED MUST BE KEPT FROM FREEZING,REQUIRING THE USE OF FROST BLANKETS AND GOOD WINTER DO CONSTRUCTION PRACTICES.GENERALLY,WINTER CONSTRUCTION REQUIRES THE IMPORT OF NON-FROST SUSCEPTIBLE SOILS, 1 INCH 100 TYPICALLY CLEAN SAND AND/OR GRAVEL.ANY STRUCTURAL FILL FOUND TO BE FROZEN ON SUBSEQUENT DAYS OF 314 INCH 75 TO 100 CONSTRUCTION MUST BE REMOVED AND REPLACED PRIOR TO PLACING ADDITIONAL FILL. NO OT060 (n NO.40 0 TO 50 11.0 CAP UNIT INSTALLATION NOTES z NO.200 0 TO5 1. APPLY ADHESIVE TO THE TOP SURFACE OF THE UNIT BELOW AND PLACE THE CAP UNIT INTO DESIRED POSITION. Q 2. CUTCAP UNITS AS NECESSARY TO OBTAIN THE PROPER FIT. J 5. REINFORCED FILL:SOIL FREE OF ORGANICS AND DEBRIS AND CONSISTING OF EITHER OF,GW,SP,SW,SM OR SC TYPE, 3. BACKFILL AND COMPACT TO TOP OF CAP UNIT. CLASSIFIED IN ACCORDANCE WITH ASTM D2487 AND THE USCS CLASSIFICATION SYSTEM AND MEETING THE FOLLOWING GRADATION AS DETERMINED IN ACCORDANCE WITH ASTM D448: 12.0 WALL CONSTRUCTION TOLERANCE NOTES J 1. WALL CONSTRUCTION TOLERANCES: J SIEVE SIZE PERCENT PASSING A. VERTICAL ALIGNMENT:PLUS OR MINUS 1-1/4 INCHES OVER ANY 10-FOOT DISTANCE,WITH A MAXIMUM DIFFERENTIAL OF 31NCHES Q OVER THE LENGTH OF THE WALL. 31NCH 100 S. HORIZONTAL LOCATION CONTROL FROM GRADING PLAN: N0.4 20 TO 100 B.I.STRAIGHT LINES:PLUS OR MINUS 1-1/4 INCHES OVER ANY 10-FOOT DISTANCE,WITH A MAXIMUM DIFFERENTIAL OF 31NCHES N0.40 OT060 OVER THE LENGTH OF THE WALL. NO.200 OTO 35 B.2.CORNER AND RADIUS LOCATIONS:PLUS OR MINUS 12 INCHES. Z B.&CURVES AND SERPENTINE RADII:PLUS OR MINUS 2 FEET. z A. THE PLASTICITY INDEX(PI)SHALL BE LESS THAN 20. C. IMMEDIATE POST CONSTRUCTION WALL BATTER:WITHIN 2 DEGREES OF THE DESIGN BATTER OF THE CONCRETE RETAINING B. MAXIMUM PARTICLE SIZE FOR BACKFILL IS THREE(3)INCHES. WALL UNITS. Q C. UNSUITABLE SOILS ARE ORGANIC SOILS AND THOSE SOILS CLASSIFIED AS ML,CL,OL,MH,CH,OR OR PT. D. BULGING:PLUS OR MINUS 1-114 INCHES OVER ANY 10-FOOT DISTANCE. H D. ALL WALL BACKFILL MATERIALS SHALL ALSO HAVE THE MINIMUM ENGINEERING PROPERTIES SHOWN IN SECTION 17.2 ITEM A. LJ E. TEST RESULTS OF ALL PROPOSED BACKFILL MATERIALS.WHETHER ON-SITE OR IMPORTED,SHALL BE SUBMITTED TO THE Of ENGINEER FOR APPROVAL PRIOR TO CONSTRUCTION. 6. DRAINAGE PIPE:PERFORATED OR SLOTTED PVC OR CORRUGATED HDPE PIPE MANUFACTURED IN ACCORDANCE WITH D3034 LLJ AND/OR ASTM F405. Z 7. CONSTRUCTION ADHESIVE:EXTERIOR GRADE ADHESIVE AS RECOMMENDED BY THE RETAINING WALL MANUFACTURER. Q I- (n W Y PREPARED FOR THE EXCLUSIVE USE OF prepared by 1295 DISTRIBUTION WAY �� I`e d to VISTA,CA 92081 00 TEL 760 509 0079 1295 distribution way O Vista, ca 92081 Onephone 760.410.1665 matt@red 1 engineering.com O) RETAINING WALL SYSTEMS,INC engineering ho MB ERSC 08/25/2020 1 I MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY., SEAL CITY OF LAKE ELSINORE SHEET NO.COND177ONS OF 0BSSUED. DEVELOPMENT AND/OR CITY AND STATE LAWS AND A PERMIT MAY QRpFMSS/ Z ,LC RCE EXP. DATE Q TRACT 37305 y F A REVIEWED BY., ROUGH GRADING PLAN 16 00�OF 19 sHrs J N.68429 S' INSPECTOR DATE SCALE: AS SHOWN*fq * BENCH MARK SEE SHEET I RLE NO. 8-31-2020 0 R MON HABIB,RCE No.. 83/56 DATE /YID lF CITY ENGINEER 811712020 OF ubL DATE FEBRUARY 2020 KEYSTONE RETAINING WALLS 20-062 2 CITY OF LAKE ELSINORE aAEeW _. _V0.68429 DATE Z R:\i Active projects\Nichols Ranch\Construction Drawings\C809-19086NNO-11GAwg,SHEET 1,8/17/202010:01:06 AM I t to P=1344.0 LIMIT OF GEOGR&\ koo REINFORCEMENT \ o \ 0 \ 111 \ 128 CONSTRUCTION NOTES ` P=1,3 .0 \\ P=13437 - 1. GRADING PLAN LINES, GRADES AND ELEVATIONS ARE SHOWN FOR REFERENCE ONLY. PLEASE SEE PROJECT GRADING PLAN FOR SITE INFORMATION. 2. GENERAL CONTRACTOR/DEVELOPER AND GEOGRID, INC. SHALL COORDINATE THE INSTALLATION OF ALL SUBTERRANEAN CONSTRUCTION WITHIN THE REINFORCED ZONE. RED ONE ENGINEERING, INC. ` SHALL BE CONSULTED PRIOR TO ANY EXCAVATION WITHIN THE REINFORCED ZONE. ALL EFFORTS SHALL BE MADE TO COORDINATE INSTALLATION OF SUBTERRANEAN FEATURES DURING WALL s0 CONSTRUCTION. WALLA 'o0 � 3. DURING CONSTRUCTION AND AFTER WALL COMPLETION THE FINISHED GRADE SHALL BE GRADED ` TO DRAIN AWAY FROM THE ANCHOR RETAINING WALL UNTIL FINAL DRAINAGE SYSTEM IS COMPLETE. \ '/ NO STANDING WATER SHALL BE ALLOWED TO POND ABOVE THE ANCHOR RETAINING WALL. � 0 4. GEOGRID, INC. TO PROVIDE SUBDRAIN STUB OUT AS SHOWN ON THE WALL PROFILES. THE 1 4 / GENERAL CONTRACTOR/DEVELOPER IS RESPONSIBLE FOR PROVIDING CONNECTIONS AND/OR OUTLETS AS SHOWN ON THE WALL PROFILES AND IN ACCORDANCE WITH THEIR CIVIL ENGINEER. KEYSTONE RETAINING WALL A PLAN VIEW SCALE: 1"= 20' 1 \\ 81 x \ / LIMIT OF GEOGRID \\ / REINFORCEMENT \ / 15-1 A / ,x� A P=1 4.1 1+10,50 1±60. WALL C 110 6-1 i1 KEYSTONE RETAINING WALL B PLAN VIEW KEYSTONE RETAINING WALL C PLAN VIEW SCALE: 1"= 20' SCALE: 1"= 20' PREPARED FOR THE EXCLUSIVE USE OF prepared by 1295 DISTRIBUTION WAY VISTA,CA 92081 TEL 760 509 0079 1295 distribution way �w I`e d Vista, ca 92081 AM� 0.41ying.phone 760.41 .166 matt red 1 e D One com RETAINING WALL SYSTEMS,INC engineering ho MB ERSC 08/25/2020 MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE W/7H THE APPROPRIATE PREPARED BY., SEAL CITY OF LAKE ELSINORE SHEET NO. BE ISSUED. DEVELOPMENT AND/OR CITY AND STATE LAWS AND A PERMIT MAY QROFM. RCE EXP. DATE g REVIEWED BY., TRACT 37305 17 ROUGH GRADING PLAN 19 N.68429 2INSPECTOR DATEOF 8-31-2020 *fq CNN * SCALE AS SHOWN BENCH MARK SEE SHEET 1 RLE NO. R ON HAB/BON RC�831566 DA7E 811712020 OF CALIF KEYSTONE RETAINING WALLS CITY ENGINEER 20-063 DA7E FEBRUARY 2020 CITY OF LAKE fLS/NORE aAEeW -. -V0.68429 DATE R:\1 Active projects\Nichols Ranch\Construction Drawings\C809-19086NN0-RG.dwg,SHEET 2,8/17/202010:01:11 AM 1348 1348 11 cRlo LENGTH—6.0' — 1346 1+00.00 TO 1+78.75 - 1346 1344 _N 1344 LEGEND 4"CAP UNIT 1342 4 -1342 8"CAP UNIT COMPAC III UNIT 0 1340 - - a 1340 MIRAFI GRID 3XT 1338 -1338 FINISH GRADE ------- TOP OF WALL TW 1336- -1336 BOTTOM OF WALL BW _ _ _ _ _ _ _ _ _ _ _ _ - GRID LENGTH GL 1334 �11IZZ921334 POINT OF CURVE PC POINT OF TANGENT PT 1332 1332 ANGLE POINT AP UBDRAIN OUTLET LOCATION 1330 DAYLIGHT TD GRADE 1330 1+00 1+10 1+20 1+30 1+40 1+50 1+60 1+70 1+80 KEYSTONE RETAINING WALL A PROFILE SCALE: 1"= 6' H:V 1374 1374 ARID 1372 1372 1370 1370 1368 1368 1330 1330 QRAlm W 1366 a 1366 1328 1328 1364 1364 1326 0 - 1326 1362 — 1362 1324 1324 1360 1360 1322 a 1321.00 TWR 1322 1358 1358 1320 1320 SUBDRAIN OUTLET LO ATIDN -1319.33 BW- 1356 DAYLIGHT TO GRADE 1356 1318 - - 1318 1354 71354 1316 - - 1316 1+00 1+10 1+20 1+30 1+40 1+50 1+60 1+00 1+10 1+20 KEYSTONE RETAINING WALL B PROFILE KEYSTONE RETAINING WALL C PROFILE SCALE: 1"= 6' H:V SCALE: 1"= 6' H:V PREPARED FOR THE EXCLUSIVE USE OF prepared by 1296 DISTRIBUTION WAY VI �� I`e d STA,CA TEL 760 50992061 0079 1295 distribution way Vista, ca 92081 Alm� 0.41ying.phone 760.41 .166 matt red 1 e D One com RETAINING WALL SYSTEMS,INC engineering ho MB ERSC 08/25/2020 MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY., SEAL CITY OF LAKE ELSINORE SHEET NO. BE ISSUED. DEVELOPMENT AND/OR CITY AND STATE LAWS AND A PERMIT MAY QROFMSS/qy¢ RCE EXP. DATE g REVIEWED BY., TRACT 37305 8 ROUGH GRADING PLAN 19 'A! No.68429 S' INSPECTOR DATEOF 8-31-202T *fq CIVIL * SCALE: AS SHOWN BENCH MARK SEE SHEET 1 FILE NO. fMON�No. 83156� DATE lF OF CAUFc&� CITY ENGINEER 811712020 DATE FEBRUARY 2020 KEYSTONE RETAINING WALLS 20-064 CITY OF LAKE ELSINORE aALI . R/TT R.C.E.N0.68429 DATE R:\i Active projects\Nichols Ranch\Construction Drawings\C809-19086NN0-RG.dwg,SHEET 3,8/17/202010:01:16 AM KEYSTONE 4" OR S" co CAP UNITS (TYP.) KEYSTONE y COMPAC III UNIT c III=III=III=III=1 ° 1111 111 111 I 1=1 I I, I II I I=III=III=1I1=1I1=' `I I =1I 1=_'-1I I—III—i I I—III—III—III—I i I—I i t ITI=I—III— i_'` o — — L 8"Wall Step Elevation Elevation Elevation 6"Crushed Rock Leveling Pad Excavation Limits 1/2"x 5 1/4" ALL BLOCK COURSES SHOWN BELOW 6 INFiberglass Pins N o o CAP UNIT ARE KEYSTONE COMPAC III UNITS ATTACH CAP UNITS WITH CONSTRUCTION ADHESIVE 6"Leveling Lj• • Pad Front Face Geogrid is to be Placed on Level Backfill and Extended Over the — — Fiberglass Pins. Place Next Unit. Pull Grid Taught and Backfill. =1 I I1 I I1 11 I I I I 1=1 11=1 11=1 I I A TO Of Wall Ca Ste S II I1 Stake as required. Plan Plan Plan Excavation Limits CGrid&Pin Connection D Com ac III Unit Detail E 8"Ca Unit Detail F 4"Ca Unit Detail B Levelin Pad Detail ANY FENCE OR GUARDRAIL WITHIN Y OF TOP FACE OF WALL WILL REQUIRE SLEEVE-IT 1224R FINISHED GRADE FENCE ANY FENCE OR GUARDRAIL WITHIN 3' PER GRADING PLAN OF TOP 4"OR 8"CAP UNIT POST' FACE OF WALL WILL REQUIRE SLEEVE-IT 1224R PER PROFILE SET POSITION OF —III—III—III—III—III—III FINISHED GRADE PER GRADING PLAN SLEEVE IMMEDIATELY III III—III III III III III—I _III—III III—III III—III—III III—III III—III—I BEHIND TOPMOST BLOCK UNIT. 4"OR 8"CAP UNIT — III—III III III—III III—III III — — —III=1 III=1 =1 PER PROFILE —III III III III—III—III III III III—I PERFORATED LID 24"WIDE DRAINAGE COLUMN -CAP UNIT UNIT SLEEVE-IT III—III III—III—III—III—III III—III—I 4RE,INF 12"0 X 24")DEEP TOWER _ "CRUSHED ROCK IIIIII—III III—III 1111 III=III III III III III=III —I — — FILL SLEEVE WITH KEYSTONE COMPAC III BLOCK —III III—III III—III III III— III .W'u.CONCRETE,SET CUT THE GEOGRID I I I—I I I—I I I I I—I I I I(— FENCE POST. 24"WIDE DRAINAGE COLUMN ?_ O KEYSTONE COMPAC III BLOCK —III III—IIIIII AROUND THE FEET 3 III III—I I—III—III—III III—III III III—I SLEEVE-IT^"SYSTEM c7 a R CRUSHED ROCK — � E z w GRID LENGTH BLOCK III—III III III III III—I FINISHED GRADE "I III III—III III—III—I UNITAS NECESSARY cc p W PER GRADING PLAN PER PROFILE ORCED POCKET z w GRID,LENGTH A a ILL ZONE �� UNIT BACK 5� PER PROFILE —III III—III III—III—III —III—III III III III I I I A a III—III—III III—III III—I III III III REINFORCED SOIL III III III III III REINFGRCED SGIL III III—III III—III—III =III III=III III III III III GEOGRID BASE III=III—III I I I—I I I I I FI _—III—III III III III— — — III III—III III—III—I I III—III—III III—III III—III I—III III—III III—III—III — — — — — —III—III III—III—III *FENCING SYSTEMS APPROVED FOR USE WITH THE SLEEVE—IT ARE 111 III—III III—III-1 LIMITED TO THE FOLLOWING HEIGHTS: CHAIN LINK — UP TO 8—FT, PRIVACY — III—,� _ _ --- III III—III III—III III �" d —III III= III—III=III—III=III III—III—III III III—III UP TO 6—FT (WOODEN, PVC, METAL). POST SIZE 4"X4" MAX. 10' MAX. POST III — — III - -I — — — —III—III—III—III-111—III—I III —II _� - -I _ COI —III—III—III—III—III—III—I SPACING. I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I11111111111111111111 ILI �� I ��I I I I I I I I I I I I I I I I I I I I I I I I I I—III—III—III—III—III—III—III—III I�'I�Id�>td�PE����I I I—III—III—III—I G Detail of Fence Post Installation Using Sleeve-ItTM 1224R ( N 1 Typical Keystone Wall A Section I Typical Keystone Wall B Section _—III—III—III 4"OR 8"CAP UNIT —III—III—III—I 1 PER PROFILE _—III—III—III—III—I — I I—III—III—III—III—I I I I Fd 11=1 11=1 11—`�1�I�1—�j,J 1 I I KEYSTONE COMPAC III BLOCK �'IIWL�'Y4"I—I 1 1111�1�1����1—III—III 11=I I IS I I=I I 1=I I(=I I I=I I —I I I—I I I=I I I—I I I=I I I=11 I I I III III—III—III—III � `' ` III—III—III—III—III—I I I = I I��— — � _ I l —III—III—III—III—III—III—III—I I PREPARED FOR THE EXCLUSIVE USE OF prepared by 1 I—III—III—III—III III—III—III=1 =1 I—III—III—III—I 129VISTA,CA 92081 �� I`e d III—III—III—III—III—III—III—III—III—III—III—III—III—I I I VISTA,DISTRIBUTION ONTEL 760 509 0079 1295 distribution way Vista, ca 92081 7�� One phone 76 ginee1665 Typical Keystone Wall C Section matt@red 1 engineering.com RETAINING WALL SYSTEMS;INC engineering inc MB ERSC 08/25/2020 MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY., SEAL CITY OF LAKE ELSINORE SHEET NO. BE ISSUED. OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND A PERMIT MAY QRpFESS/qyM. ¢ RCE EXP. DATE g REVIEWED BY., 19 TRACT 37305 ROUGH GRADING PLAN 19 'A! No.68429 S'8-31-20 INSPECTOR DATEOF ON HAB/B,RCE No. 83156� DA T TE *fq SCALE.• AS SHOWN BENCH MARK SEE SHEET 1 FILE NO. col'CAUF R M � � CITY ENGINEER 811712020 DATE FEBRUARY 2020 KEYSTONE RETAINING WALLS 20-065 CITY OF LAKE ELSINORE VAT7HEW k.MERRITT R.C.E.N0.68429 DATE R:\1 Active projects\Nichols Ranch\Construction Drawings\C809-19086NN0-RG.dwg,SHEET 4,8/17/2020 10:01:25 AM