Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
ENG-2021-00024 SIP & STORM DRAIN PLAN NO 21-285-21-291
GENERAL NOTES CITY OF LAKE ELSINORE 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF LAKE ELSINORE MUNICIPAL CODE,CHAPTER 15.72 AND APPLICABLE 74 CANYON j STANDARDS AND SPECIFICATIONS AND THE LATEST EDITION OF THE UNIFORM BUILDING CODE,PRIOR CHAPTER ER STREET AND STORM DRAIN HILLS C7 2. A PERMIT SHALL BE OBTAINED FROM THE ENGINEERING DEPARTMENT,CITY OF LAKE ELSINORE,PRIOR TO ANY OPERATIONS. PROJECT ROAD NEWPORT ROAD 3. THE DEVELOPER AND/OR THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AND U.S.A.ALERT(1-800-422-4133)FORTY-EIGHT(48) SITE HILLSIDE HOURS PRIOR TOA GRADING. IMPROVEMENT PLANS DRIVE 4 THE GRADING OPERAT IONS SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT AT LEAST TWENTY-FOUR(24)HOURS IN ADVANCE OF BEGINNING. 5. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY THE CITY ENGINEER. GPI O 6. CUT PLAN. SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL,UNLESS OTHERWISE APPROVED,AND SHALL BE SHOWN ON THEN _ FOR TRACT 38008 SV LO SCOTT ROAD 7. FILL SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL,UNLESS OTHERWISE APPROVED,SHALL BE SHOWN ON THE PLAN, AND SHALL NOT HAVE LESS THAN 90%RELATIVE COMPACTION OUT TO THE FINISHED SURFACE. % � \C TRACT 36110 BUNDY CANYON B. FILLS SHALL BE COMPACTED THROUGHOUT TO 90%DENSITY AS DETERMINED BY THE MODIFIED THREE(3)LAYER A.S.T.M.D-1557-70 TEST 1/ 15 METHOD. L�� e CLINTON KEITH ROAD 9. FILL AREAS SHALL BE CLEANED OF ALL VEGETATION AND DEBRIS,SCARRED,AND INSPECTED BY THE GRADING INSPECTOR AND APPROVED I I SOILS TESTING AGENCY PRIOR TO THE PLACING OF FILL. o 10, ALL FILL MATERIAL SHALL BE CLEAN EARTH. NO FILL SHALL BE PLACED UNTIL PREPARATION OF GROUND IS APPROVED BY THE SOILS I II 200 0 100 200 400 800 ENGINEER. II 11. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 11/z" PER FOOT FOR A MINIMUM OF THREE(3)FEET,THEN 1%(MINIMUM)TO FLOW LINE OF EARTH SWALE. I Y - (1"=200') VICINITY MAP TOWNSHIP:6S 12. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1%IF CUT OR FILL SLOPE IS LESS THAN TEN FEET(10%AND 2%IF CUT OR ✓ / _- ---__ '. RANGE:4W A FILL IS GREATER THAN TEN FEET(10').DRAINAGE SWALES SHALL BE A MINIMUM OF B.S.DEEP AND CONSTRUCTED MINIMUM OF TWO FEET I NOT TO SCALE SECTION:10,11 (2)FROM THE TOP OF CUT OR FILL SLOPES. ## 13. PROVIDE 5'WIDE BY V HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5'HIGH. 14. PROVIDE A BROW DITCH,DESIGNED TO HANDLE ONE HUNDRED(100)YEAR STORM FLOWS ALONG THE TOP OF CUT SLOPES. �x/ST 64"RCP LOT C 15. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. Fx TRACT 36HO 16 OUNILS DATIONINEER SHALL REQU REQUIREMENTS(SUBDIMSIONS)E RETAINED BY HAND EXPANSIVE CHARACTERISTICS TO ISE DING OF THE AND PROVIDE A FINAL SOILS REPORT WHICH INCLUDES �TI}y/�6�P #6'JB�R�� ` U IINE'A' O LOp PEN SPACE 17. GRADING CERTIFICATION BY THE DEVELOPER'S CIVIL ENGINEER AND A FINAL COMPACTION REPORT BY A SOILS ENGINEER SHALL BE L ABBREVIATIONS: SUBMITTED TO THE BUILDING AND ENGINEERING DEPARTMENTS PRIOR TO ISSUANCE OF BUILDING PERMITS. 7 - -_-- A DELTA LP LOT POINT 18 CTHE ONSIDERED ENGINEERING INVESTIGATION AND SJANUAR IN 6.2001 PREPARED BY ALTA CALIFORNIA GEOTECHNICAL INC.SHALL BE TRACT 36110 `0TA 60 I�59 I/ I 1 AC ASPHALT CONCRETEMAX MAXIMUM 1 I BC BEGINNING OF CURVE MH MANHOLE �oNGdE FA�oL�r �, � I O�- I 57 BVC BEGINNING OF VERIDICAL CURVE MIN MINIMUM 19. A REGISTERED CIVIL ENGINEER OR LICENSED LAD SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING PAD ELEVATION.WHERE SPECIFIC T - _ TREE7 8 - LOT A TRACT 36HO DW POTABLE WATER NO. NUMBER �ENDENTOAL _ ELEVATIONS ARE REQUIRED,THE ELEVATION(WITH RESPECT TO MEAN SEA LEVEL SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO m `z �- _ ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. U --- --- V_/ �- '4 �P�� SPACE EC END OF CURVE PCR POINT OF CURB RETURN 21. EX.24"RCP STORM DRAIN LINED-2',SHEET-�� �'_ Q1 46 __-_ __(PRIVATE----- LOOT EC EP EDGE OF PAVEMENT PI POINT OF INTERSECTION 20. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. 18 OF 21 PER CANYON HILLS PHASE 8 VTTM 2 ti a - T �- _ T-7 T EL ELEVATION PRC POINT OF REVERSE CURVE 22. STABILITY CALCULATIONS WITH A SAFETY FACTOR OF AT LEAST 1.5 SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE BUILDING AND #36117贖 S.D.PLANS PREPARED BY - m a I I 49�' 50 51 I I 55 56 28 EVC END OF VERTICAL CURVE PROP. PROPOSED �Q 45 a c 47 � 48 ENGINEERING DEPARTMENTS FOR CUT AND FILL SLOPES OVER THIRTY FEET(30')IN VERTICAL HEIGHT. RICK ENGINEERING CO TO BE ABANDONED 3 �Q Q¢ U I 52 53 54 EX. EXISTING R RADIUS 23. A FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE 1 FOOT. 44 �y 43 T - rI I-��= t�-� 29 FL FLOW LINE RCW NON-POTABLE WATER 24. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED,IT MUST BE CLEARED,KEYED AND BENCHED INTO FIRM NATURAL Q 1 42 'I 41 40�33 II 30 /�/ LOT D FS FINISH SURFACE R/W RIGHT OF WAY SOIL FOR FULL SUPPORT PREPARATION SHALL BE APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL / 4 - - 37 36 < G GAS $$ SANITARY SEWER SLOPES GREATER THAN 5:1 ARE REQUIRED TO BE KEYED AND BENCHED. 5 - 35 1 34 33 32 31 _ _ TRACT ����� GB GRADE BREAK SD STORM DRAIN 25. THE SOILS ENGINEER SHOULD INSPECT THE CONSTRUCTION IN THE FOLLOWING STAGES: ¢ I /. (PRIVATE Q _STREE "C" OPEN SPACE/ HP HIGH POINT ST STREET s _ STREET"C" � Q 1 y = -� ��- _ - 27 A. UPON COMPLETION OF CLEARING AND DURING EXCAVATION AND BEFORE BACKFILL OF ALLUVIAL,COLLUVIAL AND TERRACED AREAS O / 6 7 _ __ SLOP[ AREA INV INVERT TC TOP OF CURVE Jyy'�// STREET �, 121411 - 26 LOT 'GG' L LENGTH VC VERTICAL CURVE AND ANY SUBSTRUCTURES. , /"" 5 7 8 9 10 - - 1 B. DURING ALL ROUGH GRADING AND OPERATIONS INCLUDING PRE-COMPACTION,BENCHING AND FILLING OPERATIONS. - / \ T'D" 11 I1 13 15 1 16 1 R �_ PRIVAreI17 18 19 20 21 22 23 24 C. DURING INSTALLATION OF BUTTRESS AND CANYON SUBDRAINS AND FILTER MATERIAL I �!._�I a_� �I I � I 25 D. WHEN ANY UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED DURING CONSTRUCTION. -- -N� RAILROAD CANYON STREET"E' s � LEGEND' 25. EROSION CONTROL:ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT OR ANOTHER APPROVED GROUNDCOVER,AT TWELVE - c - -- -- - - INCHES(12"1 ON CENTER.SLOPES OVER FIFTEEN FEET(15'IN VERTICAL HEIGHT,IN ADDITION TO GROUNDCOVER,SHALL BE PLANTED WITH _ (PUBLIC) ROAD _------ - (PRI Aie1 APPROVED TREES,SHRUBS OR COMBINATION THEREOF.SF�RUBS SHALL BE PLANTED AT TEN FEET(10')ON CENTER;TREES AT TWENTY FEET -� - =z-_'-- „j.. --__------ TRACT BOUNDARY 6'4N PROPOSED WATER MAIN 120')ON CENTER;COMBINATIONS FIFTEEN FEET(15'1 ON CENTER. SLOPES OVER THREE FEET(31)IN VERTICAL HEIGHT SHALL HAVE 11 -% _ � PPERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PRREVENTION DEVICES PER U.B.C. ��_ RIGHT-OF-WAY =-BE-24'$¢-_ EXISTING STORM DRAIN 26 TAPPROVED PROTECTIVE HE GRADING PROJECT.MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING --�"'fix _- --�---- STREET CENTERLINE - -Ek..B"_ - EXISTING SANITARY SEWER 27. APPROVED EROSION PREVENTIVE DEVICES SHALL BE PROVIDED AND MAINTAINED DURING THE RAINY SEASON AND SHALL BE IN PLACE AT STORM DRAIN GENERAL N OTES �`�" PROPOSED CURB&GUTTER - fPFi 61W - EXISTING DOMESTIC WATER MAIN THE END OF EACH DAYS'WORK. - = EXISTING CURB&GUTTER -EX.fi"iRW- EXISTING RECYCLED WATER MAIN 28. ALL WORK SHALL CONFORM TO THE CITY AND STATE CONSTRUCTION SAFETY ORDERS. 1. NOTE TO CONTRACTORS:THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS - WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS.APPROVAL OF THESE PLANS BY THE CITY OF LAKE ELSINORE DOES NOT CONSTITUTE FLOW LINE -EX.fLEC-AATV- EXISTING ELECTRIC/CABLE TV 29. THE LOCATION AND PROTECTION OF ALL UTILITIES IS THE RESPONSIBILITY OF THE PERMITTEE. A REPRESENTATION AS TO THE ACCURACY OR COMPLETENESS OF THE LOCATION,NOR THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND UTILITY,PIPES OR STRUCTURE WITHIN THE LIMITS OF THE PROJECT. THE CONTRACTOR IS REQUIRED TO TAKE ALL DUE - PROPOSED STORM DRAIN - f3FTELf- - EXISTING TELEPHONE LINE 30. AN APPROVED SET OF GRADING PLANS SHALL BE ON THE JOBSITE AT ALL TIMES. PRECAUTIONARY MEASURES FOR THE PROTECTION OF ALL UTILITIES,PIPES OR STRUCTURES,WHETHER SHOWN ON THESE PLANS OR NOT. 31. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE FROM BEGINNING TO COMPLETION OF GRADING OPERATION. ANY UTILITY(IES)DAMAGED DURING THE PERFORMANCE OF THE WORK SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE 6"$$ PROPOSED SANITARY SEWER - -F.&G- - EXISTING GAS LINE GOVERNING AGENCY BY THE CONTRACTOR,AT HIS EXPENSE. 32. ALL SLOPES SHALL BE PLANTED AND IRRIGATION FACILITIES SHALL BE PROVIDED FOR ALL SLOPES IN EXCESS OF THREE((3ll FEET VERTICAL 2 ALL WORK SHALL CONFORM TO CITY CODES,STANDARD SPECIFICATIONS FOR PUBLIC WORKS(LATEST EDITION),AND STANDARD DRAWINGS 16"ROW PROPOSED RECYCLED WATER MAIN © SHEET INDEX NUMBER HEIGHT WITHIN NINETY(90)DAYS AFTER COMPLETION OF ROUGH GRADING AND SHALL BE IN ACCORDANCE WITH CITY OF LAKE ELSINORE OF THE COUNTY OF RIVERSIDE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BE FAMILIAR WITH THESE STANDARDS AND CODES AT ALL GRADING ORDINANCE N0.882 PRIOR TO THE APPROVAL OF FINAL INSPECTION. TIMES. © CONSTRUCTION NOTE 106 CONDO UNIT NUMBER 33. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND BE SOLELY RESPONSIBLE FOR ACCESS AND UTILITY EASEMENT ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS,WHETHER OR NOT SUCH FACILITIES ARE 3. THE CONTRACTOR SHALL NOTIFY THE CITY INSPECTOR FORTY-EIGHT(48)HOURS PRIOR TO BEGINNING ANY WORK.CALL FOR INSPECTION AT a--( STREET LIGHT SHOWN ON THESE PLANS. (951)674-3124,EXTENSION 247,BETWEEN THE HOURS OF 9:00 AM TO 4:00 PM,MONDAY THROUGH THURSDAY. 34. THE DESIGN ENGINEER SHALL PROVIDE A MINIMUM OF ONE(1)BLUE TOP PER FINISHED PAD,PRIOR TO ROUGH GRADE APPROVAL. 4. CONTRACTOR SHALL MAINTAIN TRAFFIC CONTROL IN ACCORDANCE WITH CALTRANS TRAFFIC MANUAL AND WATCH MANUAL AT ALL TIMES PROPOSED SIDEWALK FIRE FIRE HYDRANT 35. APPROXIMATE DATE OF: DURING CONSTRUCTION,AS APPROVED BY THE CITY ENGINEER OR HIS REPRESENTATIVE. FAILURE TO DO SO SHALL REQUIRE IMMEDIATE WORK STOPPAGE. ROCK RIP RAP WATER SERVICE BEGINNING OPERATION: APRIL 2021 COMPLETION: �T- 5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO HAVE A DEPENDABLE REPRESENTATIVE AT THE JOBSITE AT ALL TIMES DURING CONSTRUCTION. 36. NO ROCK OR OTHER IRREDUCIBLE MATERIAL WITH A MAXIMUM DIMENSION GREATER THAN THREE INCHES&)WILL BE PLACED IN FILLS I (I WITHIN ROADBED AREAS OR THREE FEET 3' OF FINISH GRADES,UNLESS THE LOCATION,MATERIALS,AND DISPOSAL METHODS ARE 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ARRANGE FOR THE NECESSARY RELOCATION OF ANY UTILITIES. CONTRACTOR SPEC FICALLY APPROVED BY THE SOILS ENGINEER. SHALL NOTIFY ALL UTILITY COMPANIES INVOLVED AT LEAST FORTY-EIGHT(48)HOURS PRIOR TO BEGINNING WORK.THE CONTRACTOR SHALL 00 37. THE ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND OBTAIN INSPECTION BEFORE APPROVAL. ALSO CONTACT UNDERGROUND SERVICE ALERT(USA)AT(800)422-4133 AT LEAST FORTY-EIGHT(48)HOURS PRIOR TO BEGINNING WORK. OWNER p 38. GRADING PLANS WILL NOT BE APPROVED UNTIL ALL RETAINING WALLS ARE APPROVED BY THE BUILDING DEPARTMENT. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA AND RELOCATION AND COST OF ALL EXISTING TRI POINT HOMES co UTILITIES.SUBDIVIDER MUST INFORM THE CITY OF LAKE ELSINORE OF CONSTRUCTION SCHEDULE PRIOR TO BEGINNING CONSTRUCTION. 1250 CORONA POINTE COURT,SUITE 600 39. THIS SITE HAS OBTAINED A NATIONAL POLLUTION PREVENTION ELIMINATION SYSTEM(NPDES)PERMIT TO REGULATE MUNICIPAL AND CORONA,CA 92879 Z INDUSTRIAL STORM WATER DISCHARGES. 8. ALL UNDERGROUND FACILITIES AND LATERALS INCLUDING,BUT NOT LIMITED TO,SEWER,WATER,TELEPHONE,ELECTRICITY,GAS,AND (951)428-4400 40. DRAINAGE FACILITIES,SHALL BE IN PLACE PRIOR TO PAVING THE STREET SECTION. V NPDES WDID#8 33C393753 DATE PERMIT ISSUED:3/15/2021 CONTACT:CHRIS WILLIS 41. DRAINAGE EASEMENTS WILL BE KEPT CLEAR OF ALL OBSTRUCTIONS.NO BUILDINGS OR WALLS SHALL BE PLACED WITHIN EASEMENT LIMITS. 9. ALL STREET SECTIONS ARE TENTATIVE.ADDITIONAL SOIL TESTS WILL BE TAKEN AFTER ROUGH GRADING TO DETERMINE THE EXACT SECTION < TEMPORARY IMPROVEMENTS ARE SUBJECT TO REMOVAL AT OWNER'S EXPENSE. REQUIRED.SECTION THICKNESSES SHOWN ARE FOR BONDING PURPOSES ONLY. ENGINEER F 10. ALL EXISTING UNDERGROUND UTILITIES AND STRUCTURES MUST BE POTHOLED AND ELEVATIONS VERIFIED PRIOR TO CONSTRUCTION.THE MDS CONSULTING ENGINEER OF RECORD SHALL BE NOTIFIED OF ANY NECESSARY REVISIONS TO THE APPROVED PLANS.THE REVISIONS SHALL BE IN THE FORM BASIS OF BEARINGS 17320 REDHILL AVENUE,SUITE W IRVINE, Q OF"AS BUILT'PLANS SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE FINAL ACCEPTANCE OF THE PROJECT. INDEX SHEET N 0. CA 92614 THE BASIS OF BEARINGS FOR THIS MAP IS THE WEST LINE OF MAP IS THE (949)251-8821 11. ALL EXISTING MONUMENTATION DISTURBED OR DESTROYED DURING CONSTRUCTION SHALL BE REPLACED TO CITY STANDARDS,AS H- APPROVED BY THE CITY ENGINEER.CENTERLINE TIES ARE TO BE FURNISHED TO THE CITY ENGINEER UPON COMPLETION OF THE PROJECT AND TITLE SHEET,INDEX MAP 1 WEST LINE OF LOT"A"PER TRACT 30496 M.8.367/17-25.SHOWN AS BEING CONTACT:ED LENTH Z BEFORE ACCEPTANCE Is GRANTED. CONSTRUCTION NOTES&QUANTITIES ESTIMATES AND DETAILS 2 N o01615 W SOILS ENGINEER �E 12. AN ENCROACHMENT PERMIT SHALL BE REQUIRED FOR ALL CONSTRUCTION WORK DONE WITHIN PUBLIC RIGHTS-OF-WAY.BEFORE ISSUANCE PLAN&PROFILE STREET'A, 3 LEGAL DESCRIPTION ALTA CALIFORNIA GEOTECHNICAL INC. OF SAID PERMIT,THE CONTRACTOR/DEVELOPER MUST PROVIDE THE CITY ENGINEER WITH CERTIFICATE OF INSURANCE AND REQUIRED PLAN&PROFILE STREET &'C' a O BONDING FOR PUBLIC IMPROVEMENTS.THE ENCROACHMENT PERMIT MUST BE PRESENT AT THE JOBSITE DURING THE TOTAL TIME OF THE LOTS 2,"CC"AND"EE"OF TRACT NO.36118,IN THE CITY OF LAKE ELSINORE, 170 NORTH MAPLE STREET,SUITE 10B 0 PROJECT CONSTRUCTION ALONG WITH APPROVED SET OF IMPROVEMENT PLANS. PLAN&PROFILE STREET'D'&'E' 5 COUNTY OF RIVERSIDE,STATE OF CALIFORNIA,AS SHOWN BY MAP ON FILE CORONA,CA 92878 d IN BOOK 450,PAGE 10 THROUGH 19 OF MAPS IN THE OFFICE OF COUNTY (951)509-7090 STORM DRAIN CONSTRUCTION NOTES AND DETAILS 6 13. IF ENCROACHMENT IS REQUIRED THROUGH THE DISTRICT N0.8 OFFICE OF CALTRANS,PLEASE MAKE REFERENCE TO THIS FACT IN THE RECORDER OF SAID COUNTY.EXCEPTING THERE FROM RIGHTS TO WATER, CONTACT:SCOTT A.GRAY - "GENERAL NOTES"SECTION OF THE IMPROVEMENT PLANS. PLAN&PROFILE STORM DRAIN LINE'A' 7 Z INCLUDING SURFACE AND GROUNDWATER RIGHT AS CONVEYED TO Q 14. AN ENCROACHMENT PERMIT IS REQUIRED FROM RIVERSIDE COUNTY FLOOD CONTROL DISTRICT. ELSINORE VALLEY. Or N,_f f.• 7 / Z! ENG-2021-00024 WDID 8 33C393753 BENCH MARK: CaH before you d,Fg SEAL: PREPARED BY: CAUTION:THE LOCATION OF EXISTING UTILITIES ON THESE PLANS ARE SHEET D= REVISIONS THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR PRIOR TO CITY OF LAKE ELSINORE 1 0 RIVERSIDE COUNTY DESIGNATION:E-14-70 ��" CO3 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND oQgOF ESS/U�q'< O R S E n ,= CONSTRUCTION. F- DESCRIPTION:2.7 MILES NORTHEAST ALONG CSII STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE ��� P�0 J. �F Fy UNAUTHORIZED CHANGES: STREET IMPROVEMENT PLAN RAILROAD CANYON ROAD FROM THE , I Ia wga11-4ee CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE 7 Z STATEINTERSECTION OF RAILROAD CANYON ROAD AND I I W No.052496 s m OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE PLANS.ALL CHANGES TO TRACT N O. 38008 °F a RAILROAD CANHWAYON 122.0 F.0 FEET SOUTHWEST / - w m 2 THESE PLANS MUST BE APPROVED BY THE PREPARER OF THESE PLANS AND THE SHEETS RAILROAD CANYON ROAD,6.0 FEET SOUTHWEST ///I�'` 7 g }�/ 9-0]-2021 C EXP. 12-31-22 PLANNERS ENGINEERS SURVEYORS Lu '° * * CITY ENGINEER. L1J OF POWER POLE#1853732E,1.0 FEET ' R ON HABIB,RCE No.83156 DATE `rT ClV I L �P FILE No. Lu NORTHEAST OFA MARKER POST,A BRASS DISK '9T _ -��-���� SCALE: SHEET SPECIFIC TITLE SHEET SET IN THE TOP OF CONCRETE POST E-1470. CITY ENGINEER F OF CALIF � 1-800-227-2600 CITY OF LAKE ELSINORE EDWARD J.LENTH DATE 21-285 U) MARK APPR DA1E RCE#052496 EXP.12-31-22 DATE: U) MDS PmI-Data:119466NNGINEERINGWIansS$tMSt&SD MDS NIe:894661x38008SIP01.ewg Created:WI 1202102:43:21 PM MR -— PIN Scala:1:1 DAP Scale:-- LastEdt PEA 12021D2:Q21PM By:S IDN39 PIN DNe:D7.12.2D211:18'd5 PM By Ne9oe184 73' CONSTRUCTION NOTES AND QUANTITIES ESTIMATES: U (ESMT FOR INGRESS EGRESS AND PUBLIC UTILITYPURPosE) LL RM 11'P 5' 31.5' 31.5' 5' N0. ITEM QUANTITY UNIT 5 CURBTYPE C TO PER w FLUSH CURB TO CONCRETE �� PL PLAN CURB TRANSITION 4 rn V.0 4.5' 24' 6 24' 4.5' VARIES 1 CONSTRUCT 3'AC PAVEMENT ON 6'AGGREGATE BASE PER GREENBOOK SPECS 203-6&200-2.2 64,54 SF _ b FLUSH 6 y TO 2-MIN PER PLAN a I��' L-10'MIN Q I MEDIAN O2 CONSTRUCT TYPE 6 CURB AND GUTTER PER CITY STD DWG 200 454 LF 3 3 1�� 99.BO TO 3 CONSTRUCT 4'WIDE SIDEWALK PER CITY STD DWG 209 14,522 SIF 2% 1' 2% 2� ® CONSTRUCT TYPE 6A CURB ONLY PER CITY STD DWG 202 218 LF _ _ = _ PER N �, 5 CONSTRUCT TYPE C ROLLED CURB PER CITY STD DWG 205 3,361 LF _ =__- TC '.L 111 OPE d e .- 1:1 SLOPE © CONSTRUCT O'CURB ONLY PER DETAILON SHEET2 110 LF ------_____- - PER PLAN 6"CURB __ 6'CURB 7 CONSTRUCT CURB TRANSITION PER CITY STD DWG 206 37 LF AC PAVING ----------L- GRADING TO AND GUTTER ROUGH GRADE LINE AND GUTTER _ EXISTING BASIN O8 CONSTRUCT CURB TRANSITION FROM 6'TO0"CURB FACE 15 LF O �J 0"CURB ONLY DETAIL STREET"A"ENTRY(PRIVATE) 8 CONSTRUCT CROSS GUTTER PER RIVERSIDE COUNTY STD NO 209 1132 SF (MODIFIED TYPE 6A CURB) (MODIFIED LOCAL RESIDENTIAL STREET) 10 CONSTRUCT CROSS GUTTER PER RIVERSIDE COUNTY STD NO 209,MODIFIED PER DETAIL ON BHT 2 820 SF OTYPE C CURB TO FLUSH CURB TRANSITION Mg SCALE V" 10' 11 CONSTRUCT ACCESS RAMP TYPE 2 PER CITY STD DWG 214B 2 EA 6.T5 12 CONSTRUCT CURB RAMP CASE B PER RIVERSIDE COUNTY STD NO 403 8 EA L 55 ^I 13 REMOVE EXIST NG CURB AND CONSTRUCT DRIVEWAY APPROACH PER CITY STD DWG 117 200 SFrL (ESMT FOR INGRESS EGRESS AND PUBLIC UTILITY PURPOSE) 14 REMOVE EXISTING SIDEWALK AND RECONSTRUCT 6'THICK SIDEWALK PER CITYSTD DWG 209 130 SF 4.0 15 INSTALL STREET NAME SIGN PER CITY OF LAKE ELSINORE STD.NO 402B. 5 EA 2 tl 20' RNA 45' RNJ RESIDEN IAL 16 CONSTRUCT LOCAL DEPRESSION NO.2 PER RCFC&WCD STD DWG NO LD201 279 SF 5' T 22.9 22.5' 1 5'LOT 17 SAWCUT AND REMOVE EXISTING CURB,GUTTER&SIDEWALK 64 LF 6" RESIDENTIAL 4.5' 18, 18, 4.5' 2-MIN TOP OF SLOPE 18 SAWCUT,GRIND AND PLACE 2'WIDE,2'THICK AC OVERLAY 200 SF PAD ELEVATION LOT I I SIDEYARD CORNER LOTS 99.89 TO 6" 100.00 99,89 ITC PAD ELEVATION 19 CONSTRUCT WMODIFIED TYPE 6A CURB ONLY PER CITY STD DWG 202 72 LF y CL-0'11'13 -0.11' �% 2� 20 CONSTRUCT CURB TRANSITION FROM TYPE C ROLLED CURBTOO"CURB PER DETAILONSHEET2 20 LF CONCRETE CROSS GUTTER SLO ---% ---- 27 �. 1 PROPOSED DECORATIVE PAVEMENT AT MAIN ENTRY PER DETAIL ON SHEET 2 2,835 SF 11 PE PAD ELEVATION(W=4.0) 1:1 SLOPE 22 PAINT WHITE"STOP"LEGEND PER CALTRANS STANDARD PLAN DETAIL A24D 3 EA SCALE 1"=10' TYPE'C TYPE-C" 3 PAINT 12'WHITE STOP BAR PER CALTRANS STANDARD PLAN DETAILA24E 3 EA CURB ROUGH GRADE LINE CURB 24 INSTALL(30'X30")R1-1"STOP"SIGN PER CAMUTCD 3 EA STREET"A", "B"AND"C" (PRIVATE) (MODIFIED LOCAL RESIDENTIAL STREET) SCALE V=101 41.a (ESM'T FOR INGRESS/EGRESS AND PUBLIC UTILITY PURPOSE) ADVISORY NOTES: CL 1 2 3 4 5 RIW 3Ttl RAN - �2 PROPOSED ENTRY GATE PER LANDSCAPE ARCHITECT PLAN RESIDdNTIAL 17.5' 1 13.5' RESIDENTIAL ❑3 PROPOSED ACCESS AND UTILITIES EASEMENT PAD LoT 4.5' 13' 13' „0.5 LOT ELEVATION I I 100.00 TO � 100.00 TC PAD _ TYPICAL RG . 2% ELEVATION PAD LINE 1.1 SLOPE III IIIIII III 5 1:1 SLOPE TYPE'C TYPE-C, SECTION-PAVER FIELD 1.9 CURB ROUGH GRADE LINE CURB FS STREET"D"AND"E" (PRIVATE) (MODIFIED LOCAL RESIDENTIAL STREET) SCALE V" 10' 6 112" SECTION-PAVER BAND 20' _I Ir (ESMT FOR INGRESS/EGRESS AND PUBLIC UTILITY PURPOSE) I LEGEND L 2.5' 15, 1�.5' 1 1. INTERLOCKING PAVERS-REFER TO FINISH SCHEDULE FOR PAVER TYPES PROPOSED RESIDENTIAL PAD 2. CONCRETE SAND(SEALED IN JOINTS). 3. CONCRETE SAND BEDDING COURSE(V MAX.) 2%MIN. 4. AGGREGATE BASE TO REQUIRED DEPTH. 2% 5. COMPACTED SUB BASE-REFER TO SOILS REPORT FOR STEEL REINFORCEMENT. 2:1 //i DRIVEWAY 6. CONCRETE SUB BASE AT BAND ENDS 1:1 SLOPE ROUGH GRADE LINE "CURB 11 SLOPE 6'CURB ONLY �1 DECORATIVE PAVER DETAIL&SPECS PRIVATE DRIVE STREET SECTION N FOR LOTS 55 AND 56 NOT TO SCALE 00 0 co O z U Q H Z Q J d z Z W W O m LL Z_ Q ENG-2021-00024 BENCH MARK: Ca11 before you D,Fg SEAL: PREPARED BY: CAUTION:THE LOCATION OF EXISTING UTILITIES ON THESE PLANS ARE SHEET REVISIONS THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR PRIOR TO CITY OF LAKE ELSINORE n O ELEVATION: 1400.873(NGVD29) „<,,,<„,;,`,�;;<:=e,<n. APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND Q(iOFESS/pN n"e e CONSTRUCTION. G RIVERSIDE COUNTY DESIGNATION:E-14-70 O A! mwo a s s DESCRIPTION:2.7 MILES NORTHEAST ALONG Call STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE �``� (v0 J. < F RAILROAD CANYON ROAD FROM THE ti �P F� M a"L- rv"",-A-1, UNAUTHORIZED CHANGES: STREET IMPROVEMENT PLAN '< c vacs.sav-zsl�ez CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE 7 z INTERSECTION OF RAILROAD CANYON ROAD AND N No.052496= m OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE PLANS.ALL CHANGES TO TRACT N O. 38008 °F a STATE HIGHWAY N 122.0 FEET NORTHWEST OF C%s�`�V 1'V - I" 1 w m 1 RAILROAD CANNON ROAD,6.0 FEET SOUTHWEST 9-07-2021 5 Exp. 12-31-22 PLA"Reas eMCIMeB as su avevoas THESE PLANS MUST BE APPROVED BY THE PREPARER OF THESE PLANS AND THE SHEETS * * CITY ENGINEER. Gi NERAL NOTES, CONSTRUCTION NOTES, FILE No. OF POWER POLE EAST OF A MARKER POST, FEET v REMON HABIB,RCE No.83156 DATE `�' HIV IL �P 21 ^ W SETMHTHE TOP OF CONCRETOE POST EA1q-7SS pISK CITY ENGINEER 9TF pF CAL\F�� �_�`�_`�D�� SCALE: SHEET SPECIFIC QUANTITIES AND DETAILS 1-800-227-2600 CITY OF LAKE ELSINORE EDWARD J.LENTH DATE 21-286 MARK APPR GATE ACE#052496 EXP.12-31-22 DATE: 6n MDS Prcl Data.I.�W\ENGIrvEERINGTIII d&SD MDS Rle:8NWTR380 SIN2.Cxg Craald 0618202102'S9:15PMANB11--- MN St 1:1 DMScala:-- -Edt06.18.202103:05'.52PMBy:-Ip "a-O]12.20211:19:34PMBy:Ma8oa184 ------7EE 1 11� C--JEEE=-----------=EEE=--------=EEC------------=EEEl------------------------=—EEE=------=EEE wll—_---=EEE EE 1--Milli=iiaiiiiili iiiii-------Mill--------Miliiiiii=----==MMMlaC------=iiliiiiiiiiii=iiiii= a•Ei--=EEMMMEEE I 11' —EEE E � •' aEEEEEiaEEEEEiEEEEEE=--------EEE=------=EEiEEEEEE=------EEEiEEEE=--Mliliiililililliiiilii —_�_—_—_—�—_�_—_�_—__ ■■EE �_—_�_—_ —���•�i �. �LL��.��-7!!!!!ia!!!!!�!!!!!!!li----3111!!!!!l1---7!!!i�!!!!!!ll=--=!!!ia!ll=--a!!!ii!!!!!!!!!!�i!!!� a•EEa—=EEEEEE , E —EEE., -■�---E- •EE�'EE EIEE EIaIEIEIlE EIEIElEEO==MEEEIiIEE O==7ElElEE EIEIEIEl==ElilllE ill==7lilE EEIEIEIEIE ElIEIEE wllEE—lililil •I lilE ===== ===EE= ' ' ` E _!_= _ - _ - ]■■■■=EEEEE=EEEEEi--E■■■EEEEEE==■■■-EEEEEE==E■■■=E■■■EEEEEE=EEEEEEEEEEE==E■■■EEEEEEa--=_■■■EEE■E■EE M== re : E SEE= _ - i�'===_-EEEEEEEEEEEE=EEEEEEEEEEEEEEEEEEEEE===EEEEEEEEEEEEEE=EEEEEEEEEEE==EEEEEEEEEEEEEEEEEEEEE= ------EIEMI E -EEEEEEEEEEE - 1:. E■�EMEE ■�` �A■EEEEE■EEEEEE■■■E■EEEEEEEEEEEEEEEEEEEEEEE=EEEEEEEEEEEEEEEE■EEEEEEEEEE==EEE■EEEEEEEEEEEEE■E■EE iGGGGGGGGG� E_ �C■I± CC]-�iEEEEECIE■EEEEEEEEEEEEEEEEEE■ EEC EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEE■■■EEEEEEEEEEEEEEE=—IEEElilil • EE —EEEiEEEEiEEEEE■aIEEEEiaEEEEEiEEEEEEEEE i EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEE EEEEEEEEEEiiEEEE l_i_l_i_l_■ - IElE• _ ..OEM 1� �C.*��-,.;:.!_�■!!!!!-�!!!!!!!!!!!!!!!!!!l1��,1 �• :.: iE ■!!!!!!!!!!!!!!!!!!!!!!!!!!!!�!!EE!!!!!!!!!!!!!!!_ aEEEEEEEEE 7a1 E WE EEEEE�IEEEEEEEEEEEEEEEEEEE EEEEEEEEEEEEEEEEEEEEEEEEEEEE•JEE EEEEEEEEEEEEEEEE �� Eii. : C .� 1 ■■E■EEEEEEEEEE iiEEEEEEEEEEEEEEEE■■EE - -- ■EEEEEEE�EEEEEEEE ppN_p__p__EE_�EEEEEEEE����E� �iI•IIIIwEEEEEi—= - iE _ iE EEE Ili 11 E==iiiii===— EEE EiaEEEEEiE EEEEEE __ EEC>iiiilRCr\li1i11711iu • 1 1 i!_Ylil i �y■E 1 f �mi/ E p41Ila a•YYiEEEIE!—_= _\i _ I.i�• lilE iiailiiilii _ liillalililllllilil —_—_ _ ■li=liwJL-ZI•Jlilii•iY 1 1 Eit�lii■LYi • 1 IEiiYi arT.7C11EEEEEi = e�� 1 EE CEE EEE EiaEEEEEi=EEEEEE -- EE--EEr►7T7EEE�LT■17. \EaJEE 7ii���t-7 ��l■fl■1�I!!!!li�= _ ai il_ !_!_!_!_s_�_!_!_!_!_!___!!!!! _= 11', ii==air.I !_!_!_��«o■Ir __ ' �I�r�ll_■ �S■t■9�n� a•Eiil=iEE= = iE :•• =i - iE EiiiiaEEEi----Milli= -- - 1�W1M1�\m1 •Mil=---7i a•EEEl=ElEO=l 1., �I iE 1. 1111 EME _ i IEEElilililEElnalElal EE l_i_=_�J_l_i_i_i_l_i_l_i_l_i_l_i_i_i_l_i_l_C_E 1■_,.— i_l_i_!_—_—_7_i_i_ a•Eii==ill==E I �— _ _ EE = EiiiEEEEEEEia:9FiEMM=M - � .���iEiEi7E=aYEi EEEEEEEEEEEEEEE 1 Iwia■1E�1E��t�� 1 EEi==iliE a•Eii EEEEiiaE I 11' E— - EiiiElf�l!'l■1:l�IIMII•l•IL1ii�kililiE ��GEEEEEEEi--7EEaa�F3laiEEEEEEEEiiEEEE=E 1 = I ,[E EE i=iiliE ■ CIDT.1 iMMMMI _ _- - lii OlWliYiil■idlYilw\�iL=JR.iilil�,S ilii i— =MEMO Iw=� it==iiiii a•C47•IiEEEEEiEE _ �1E.7�.'1L..ilElElmmMWMEE_E��EIEEEEEIEIEIEEi--7Ela.V©E�1R ElEEC4(•TiEEE= �a.EME El E=iiPr7•liE �lCl�lJ�_!_�_!_m_i_a_!_ _ I�■ _ !_ a_!__!__!_\__r_I�1•__�_!�_l���l�l�l�l��S==7�l7�CH�w III 11�E�_!_�_llCrl'���!=E lllw=N �'- - !��=i�J^L•.PJ� it%■ill•1 r�ilililiE - - IiiGC7iilElElEE--�EIEIEI i IEIJi�H7G�.7j�SilE.a%-Fl■1r\Eiii lllwl F - - EEiiCsr%M'�11m aaa:•IL'LsiElililil - _ .�r._ _Ellio_F-EETIEE��EEElilil •� '•'. ' i��l_E_l_7.YIw_i_w_�1L3��E_l_E_.aii�_u�l_E_l_!_E Ml■wl� _ _F• a.EEEEEEEEEEE -' - - IE••i�EE� C• !!!!! , 1 1 1 E_=!!! >;!!!!!!!!!!!!!!!!!!� • •EEI�E - �� _ EE !!!!!!!!!!! ____ _ - - ___ t�WN= E_=== =��_____ ____E wIIEEEIililil - C '• li/ EE �iEElilililEEElilil EE OEEEONOWMMMMEEIEIEEEEEEE EEEEIEIEE a.EEEEEEEEEEE _ _ EEEEEE EEE iEEEEEEEEEEEEMM MMMM EEEEE --ill-- i►7EEEEEEEEE--EEEEE - - EEEEEEEEE iiI•IIIlwilililiE - E iliE iEEEEEEEEii EEEEEE lElii�iaiiCll IAEEEEE`�";I'�EEEi _ �!- !liEE iiEirl%Ililii a•YYiEEEIEIEI ' El■ E EIEE EEIEIEIEIEEEIEI-- _ E= EE---■�EEa■J4.i....EE�=-EEEEE - a■f - iIEEEEEEwiYYE ��%TiIEEEIEIEI —EEE EIIEIEIEIEEEEEEEI -- _ 1\•!�� EEEEEE7\lalElEl.T�IEEIE� 01E • iIEIIEEEWITTNM �_a.r9,--------- 11' .--p .. III EE _ E [-'7--- ------------------- - __ _E� - __-_-----_t_I«..----`��_�_�----_-- E-�!_ . �%�!!_!_!_!_!!!.�■7i,.� a•Eiilaililii —_ ii - �'aEEE ' ail EEEEEEEEiiP_7EEEEE 1�l� EEE--a--EEEEEE=--7EEEEEEii\Gi7E=1�l�✓ —EEE—EEEEE a•EEEl7Elilil - � ■E� =L7EE 7EEEEEEEEElEEG1EElMM ME �_■�_� E--Mil--EE EIEIEIEl--7lililE EEE\l_a.EEIR7�. ��a1.IEE ElIEIEE a•EEEiaEEEEEEE E E aE EEWI9EEE E■Ra EEE i—_l_E_i—_—aE—EEEEEE=—_aIEIEII EEEia\7■IE i/�� •' 1 •• •EE EiiEEEE �!!!�a!!!ia!! iE - —��— ■ __■E- 11•• a! ,1 Ei•.NFiEilE RIBJ !!!!--l�� C��=!!!!!!!!=��7!!!!!!!!!!!••.��•��! _!!!�!!!!� i�i=���i=�i=�9�i=�� i=�i=E ■ ■■=ii■EWE ■ CLIT.T ilE07MEEE _ EEE lE s EE EIEIEE===7E========MEIEI�EEIEEEEEEE�Er1Er�EEE IEIIEEEE a•C 47•TiiEEEE=EEEEE _ _ �lE ��iEEEEE EEEEEE=--7E=--- ��JElEEC4(•TiE EFIE�EEE•.� EEEiiil:x-,-4M moCl�lJ�l�l�=7l��� 1 E 11'• _ !_E_ EI�EaMMME �l �==7�==--=�1L .J�l�lli.tl�� •'• 1•. • EtaG����N l���i�J^r.PJ� MI!■H�EEEEEi=alii I 11 11•.A— wE�lEi - --- - iE --- E —ia —i=----=T: =EEEEri■a.E! 1. ErrEEEEEOEiit•L1 EEEEEwI■i 1a�E a•at'L1MElilElllEE -�-� Wl MMMMMMICl7MEa!E - il!!!!= ••• lCl!! 1 !!__ ll !!_!_!_!_!_!_!_!_!_E E_ ErJle �E�= Mom EEEsaGi===7EEEEiiiliii m ----�G-EE� EEE 1E EE _ EIEIEE EC�aEIElEiilEl !i.n�:.TR�1'.77TI'i..�:1:/��y lI ��E EEIEIEE a•Eii EEEEEEEE - --EEEE.:EEEEEEEEEEEi —EEE ii -i EEEEEE EEEEEEEEEiiEEEEEEE�1�1 II y J �1\ R 1.'1■:Aj&" r I'=+=======E= ii711MmmmEEEEE _ •1' !Gyo!!!lIGaEEEEc-aaEEEEEEEEEEEEEIGEEEE EE _ EEEEE—i<1RinEEEEEii•ilTuuEEEEEEEEEEEEEEEEEEEEEEEEEEEEEi%ilil➢m a•YYiEEEIEIEI lilililEE 7lilEf.7�I�EEE EIEIEIEIEEEIEIEI E—_ EIEIEEwJL-ZI•JIEIEI■iY�EEIEIE EEIEIEIEIE EEIEIEIEIE EEEi/YYE rrrCSEEEEEEEE - F EEEEEEEEE aEEEE�I�7EEE EEEEEEEEEE EEEEEE E - - EEEEEEII--I!7T��EEErTr 1EEEEEE EEEEEEEEEE EEEEEEEEEE EEE7ZT7 ■■1�0:aailililiE ---------- —EEEEEEEEEEii EEEEEE _ E_=_ 11-= EEEEEE.I iCI_a a•_EEE.a_l■77.1■1EEEEEEEEEEEEEEEEEEEEEEEEEEEE�aI�PD.rn� a•EiiEEEEEEEE I I'. GG EEEEEiliialilat'J�EEiiEEEEEEEEiiEEEEEE __= 1 EEEEEEEiiEEEEEEEEiiEEiEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEE wIIEEEIililil _ 1•• :CElilililEE==ElirrEIEEEIEIEIEII=alilil _ —_ E=EIEIEIaEEIEIEIEIEEEIEIEIEEEIEIEIEIIEEIEIEIEIEEEIEEEE aaIEEEEEEEEEEE E _ EEEEEEEEEE=EEEr�EEEEEEEEEEEEEEh-7EEEEE E EEEEEiiEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEE E a•EiiEEEEEEEE ri i .�i�!!!!!!!!!!!!!!__!!!!!!!!!!!!c[?pa!!!!! !t.l'• !E!!!!!!!!!!!!!!!!!!!!s!!!!!!!!!!!!!!!!!!!wJ i _________��____ ____ E - G■-EEEEEEEEEE=-== EEvE;; :;:;: .:;EEE=-EEE_=E=tea■•EEE-----lllE-- a•C47.TiEEEEEiEEEEEE —EEE iE •EEEEEEEEEE E=EE■li--aER.I L..aEEEEEEEEMWEEE �ilii EEEEEE i--aEE----�. .�aEEEE • iEEEiEE EEE--EEEEE EEEEEaEEEE EE �lCblJililisaliisa----lsEl_—sl— •I iEEEsailiEE=EEaaC==ammi7 imE---EEEEE MM Ir%-111 ar'ililiialii=---EEE=ai EEi-- NOMIN EEEEEEEEEEE--EIi��JGC`1C7EEE.lE/�E_E��EEEEEEEEEEEEEEEiEEEE=-------- .—��7EEET`�j �EEEiaEEE=--aEEEEEEEE!=EEEEEE \al'..iIJ.EIEIEIIIEEO--MElEO7EEll-- EIEIEIEIEEE—_Ellwl-7E�CiEEE111\_YC7��EEEIEIEIEIEEEIEIEIIIEEO==7EO====7��I�7 C-EIE.aLJ��IIEIIIEEEO==7lElEEEIE!=IEIEEE 1/ ■■IEEEEEEEEiEEEE=--aEEEiEEEEi--EEEEEEEEEEEEEEEE EEIwE=ai�DEi� EE=—EE��iEEEEEEEEEEEEEEEEEEiEEEEi--EEE--EEEEEYEEEEiiEEEEiEEEEi--EEEEEEEEE E a•Eii EEEEiiaEii i--ailiiai EEi---EEE—E�TT_rl-�I111�711E E—EE.�E=aEE�� �EEE7EE EEEEEEEEEE EEEEEEEEEE i--EEE--aE EEEEEEEEEEEEEEiaE EEI--EEEEE—EEEl=EEE_ a•Eii—EEE—EEEEEE--EEEEEiiEEiailili—Sir•1�.�-1;�i�..�EEIEE�\EE_E �EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEE7EEEEEiEEEEEEEEEEEIEEEEEEEEEiaEEEEEEEEEEiaEEE wIIEEEIilililEEE7ElililEEElilililE—ElEEEEEEEiElEI■C1E��EEElilililEEElilililEEElilililEEE7ElilElEEElilililEl ElEIEIEEEIEIEIEIEEEIEIEIEE • w1EEEEEEEEEEEEEiaEEEEEEEEEEEEEEEEE—IEEE------EEEEE�EEiEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEiEEEEEEiIEEEEEEEEEEl EEEEEEEEEEEEEEEEEEEEEEEEEE �EEEiiilililiiEailililiiEEEEEEEEi—EEEEEEEEiiililililii=—aliliiiEEEEEiEEEiiililililiiiaililiiEiililiEEEE—aliliEEiilililiEEiiliEE=iE •• •. a•EiiililililiE—EEEEE-------7EEEEEE EEEEEEEEEE EEEEEEEEEE EEaEEEEEEE—EEEEEEEEE EEEEEEEEEE EEEEEEEEEE EEEEEE EEEEEEEEEEEEEEEEEEEEEEEEEEEEEE a•EiiililililiE EEEEE=-------7EEEEEE EEEEEEEEEE EEEEEEEEEE EEaEEEEEEE—EEEEEEEEE EEEEEEEEEE EEEEEEEEEE EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEE 1 11 11 11 11 11 11 11 11 11 1 11 11 , �1 _ �voov 0 M, I II II '! ie�l ' I���'�a� - © .��.• .II - 1�i1����1��i�t 1 '' • ®� 11 II ` w o ®_�_ : I 1 E_E ' ® �1 :: • _Wn wl1 �• �•%7�NjE®' AWA !EEEEw ..Ersswl®s-.®e1m1�1�iI�1®I�IOEE®®®Ilsr�cEe. �� • /� � dl ® _ �' O , : 1 © 11 ®j -1 1 I I 1 I 1 � 1 I �---�,® 'I • l'�h,:''Ik © © :1• ® •1 ® :I I 1 1 1 1 1 1 1 1 1 1 ®W _ ®!fir®..� � •■ I. ., • ® -. • ■ I' CONSULTING • � 11 • . • • , 811 �_�_ � • 0 39.27 20+25.00 PI n� o+ /4°='J.82 EL=1416.68 L 4673' 1 U1111111 O L CURB 0 0+ d rn o mir>� �o CZ! MO r 10+55.00 o c L Y4 1/4 Y4 14°Cq M + oMw m m PI=1396.97 m � +� o V M te r~ O Cr U NO Cn U CV 1i'9 39.27' M2 ^ooN 1� rn ++ a a �� 14 5 �M� � O coi U/� o Q O } + Co 5'V+ 4 00 _ �h v of v o c a } 1.6 ^o a ^ o m 2• : 20+25.00 PI (IS F.GRADE c+ a v EL=1416.79 1.16 STREET CL a ' > 1 .00 PI O \ .00% °O EL=1 .4�f _ o+ �� �� 14 0 U w m� M o+ mo <r9 Imo mo co+ ^ w m w M + 210 -2.00%M EXIST.GRADE r & o O + r J r > EL 1097. 0 w w c o c rn c+ o+ r a a TAN o TREET CL n c r+ 0.10 cc °' co orn rn� rn+ rn+ �� N rn o c o rn rn+ Q o ^ M ^ M + M FINISH SURFACE14 5 ++ �+ +M M� @CL L PAR.50' II o 1399.88 O.C. a o 0 o n + 1.00 12+21.57 CL INT ^r c+ C rn o L 29.7' 41.0 =11+85.76 STREET"D" m o0 1� a�' O.C. 1/4°=10.25' PAR.50'VC c� 12+00.00PI 27.83' c Mo+ o m a o 0 CURB EL=1399.35 TRANSITION c m o o r " M o + T rn� m�u S9ZT �cvvo o 0 0 o N TOP OF FIT CURB 0.60% m a v co v + cn w rn c -1.52% ��� �o o M� o - R �� c°o.n r"' + Q m T 210°I TAN fr T C�M C o m O M N <p M T a o irz I�m w� T 0.64% 1.08% ° a o+ Ta a a } U 0. 1/4 =6 90' 50.92 LF 27.83' c+ Y4°=6.96' STREET T" & "C" PROFILE SCALES HORIZ.1"=40' VERT.1"=4' 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 PLAN SCALE CONSTRUCTION NOTES CURVE TABLE LINE TABLE ,-40 m �y 0 CONSTRUCT Y AC PAVEMENT ON 6"AGGREGATE BASE PER GREENBOOK SPECS 20M&200-2.2 v�',- %\ c;,e<o MOD 2O CONSTRUCT TYPE 6 CURB AND GUTTER PER CITY STD DWG 200 \ \ X� # 4 R L T LINE BEARING DISTANCE z 3O7 o CI 7°26'32' 318.00' 41.31' 20.68' LI N27°55'09'E 16.49' of E 3O CONSTRUCT 4'WIDE SIDEWALK PER CITY STD DWG 209 b - � C2 7'26'32' 300.00' 38.97' 19.51' L2 N27°55'09'E 67.53' w "'- 4 CONSTRUCT TYPE 6A CURB ONLY PER CITY STD DWG 202 / \ o Q C3 7'26'32' 282.00' 36.63' 18.34' L3 N27°55'09'E 27,23' PJ w d + m OS CONSTRUCT TYPE ROLLED CURB PER CITY STD DWG 205 �\ � C4 107°05'53' 25,00' 46.73' 33.85' L4 N20'28'38'E 59.51' G C5 47°49'35' 61.00, 50.92' 27.05' L5 N86'37'15'W 130.57' © CONSTRUCT 0"CURB ONLY PER DETAIL ON SHEET 2 r 1,ygfi11 o SEE {����a 1 Z1F --- � C6 107°05'53' 43,00' 80.38' 58.22' L6 N87°28'23'W 125.75' ? m w �" O7 CONSTRUCT CURB TRANSMON PER CITY STD DWG 206 BCR , /� CF - �� C7 6'49'34' 61.00' 7.27' 3.64' L7 N87°28'23'W 388.77' - �. © CONSTRUCT CURB TRANSITION FROM 6'TOO"CURB FACE 01px57 ��^� v 1 .40 C8 5'53'25' 818,00' 84.09' 42.08' L8 N87'2a'23'W 177.02' O9 CONSTRUCT CROSS GUTTER PER RIVERSIDE COUNTY STD NO 209 1px f�cpgB 3Epq "� � 139fi 1�/� C9 5°53'25' 800.00' 82.24' 41,16' L9 N46'05'31'E 150.63' 10 CONSTRUCTCROSS GUTTER PER RIVERSIDE COUNTY STD N0209,MODIFIED PER DETAILON SHT2 CUgB.0.3 TANS co CIO 5°53'25' 782 00' 80.39' 40.23' L10 N46'05'31'E 108.09' CII 6°44'33' 782 00' 92.02' a6.07' L11 N43'54'29'W 36.00' s. 11 CONSTRUCTACCESS RAMPTYPE 2 PER CITYSTD DWG 214B �Ns 7 � � 1px9p791rx sgj V•l C12 6*44'33' 800.00' 94.14' 47.13' ,��, �Fe k a'`�i&S'i• F2i Oco \ 3 CBC9 fpy y C13 6°44'33' 818.00' 96.26' 48.19' '``'� S ffi t$ �• Sr��� 2Cs 2>Se 12 CONSTRUCT CURB RAMP CASE B PER RIVERSIDE COUNTY STD NO 403 m 5 w `qo C14 90'00'00' 25.00, 39.27' 25.00' 13 REMOVE EXISTING CURB AND CONSTRUCT DRIVEWAY APPROACH PER CITY STD DWG 117 " /��� 5 .• 7 CIS 46°26'06' 25.00' 20.26' 10.72' � 14 REMOVE EXISTING SIDEWALK AND RECONSTRUCT 6'THICK SIDEWALK PER CITY STD DWG 209 2 , 46 3 ,N{e� � C16 46°26'06' 43.00' 34.8s' la.as' LOCAL DEPRESSION N0.2 DETAIL \ 15 INSTALL STREET NAME SIGN PER CITY OF LAKE ELSINORE STD.NO 4026. C17 27°29'19' 61.00' 29.27' 14.92' 19 SV Q/5, 3 (RCFCD STD.NO.LID 201 CASE C) \ 16 CONSTRUCT LOCAL DEPRESSION NO.2 PER RCFC&WCD STD DWG NO LD201 ��. zs, 3 45 SCALE:V=10' 29 17 SAWCUT AND REMOVE EXISTING CURB,GUTTER&SIDEWALK 5 le. r8 5- s STREET"A" .p \ 'e 18 SAWCUT,GRIND AND PLACE 2'WIDE,2"THICK AC OVERLAY I- 3 3 r 5, S- SEE SHEET 3 o Keep \ 3 3 19 CONSTRUCT 4"MODIFIED TYPE 6A CURB ONLY PER CITY STD DWG 202 � p ? � 11,66ape Sly C7\ 5 \ pp �xW yy 44 � 43 42 41 I 30 ST9FFiF /� SLOT D h / 4 �^ �+ 40 39 I 38 37 36 I 35 1 I 34 33 32 31 I /. 5 - - 00 ti+� ao- m w ADVISORY NOTES: 3 I I I 15 24 o F2ps° TRACq 36n8 3 I m I 17 BCF 52 17 E30R.52 3 I / 1 LL / /p 9p ®�h������� C0 3 PROPOSED ACCESS AND UTILITIES EASEMENT _ < + 16+79.08 17+65 0 3 '!,f- \ �s1., - .32TC ....;. _ - - - ECR 22 12 BCR _ - a7 20+19.49 27 SLOPE AREA 0 5 2+o1.es �,' c6 - s� 139999 ,�. 4 1404 p 12 23 09 lq1 7 E R LOY'GG' -_ Ct L5 - C11 ,�, _ ----- 1 7TC L6 .41 TC 141121 TC 1414.93 TC /g ( 10 BCR 76 Q 11+51.61 k- 1400.21 TC - - �, - ECR 1 1403.7T - "� SC12 5 - B 17 L7 -1 5 y 14,532 _ _ _ (r - 14027 F CT0- 140q iC "FL 10 1415.83 TC ~ 10 1 - - \ 5 1 TC ,� f 5 141493 TC pT1 1415.50 FL Z 14 _ d j v t , � 3 �g I 3 J / yw LL - - - - +m 3 +a e e m Z LU I f 7 8 9 10 11 12 13 14 15 16 17 I 18 19 20 21 22 23 24` �I LU GRAPHIC SCALE `S'�'R� „� � _ 25 m 40 0 20 40 80 160 SEFsyEFTO" II STREET E a- s II II (IN FEET) STREET "Ci" SEE SHEET Q 1 inch=40 ft. �J.IA/ � 5 )V 7 / 7 f'//i,L�(/ v LI ENG-2021-00024 0 BENCH MARK: Call ncfora SEAL: PREPARED BY: CAUTION:THE LOCATION OF EXISTING UTILITIES ON THESE PLANS ARE lr y�e9 REVISIONS THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE SHEET ELEVATION: 1400.873(NGVD 29) „<,,,<„,;,`,�;;<, <n. OF ESS APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR PRIOR 70 CITY O F LAKE E LS 1 N O R E 4 0 RIVERSIDE COUNTY DESIGNATION:E-14-70 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND Q� lcNq� o a s s are a CONSTRUCTION. H DESCRIPTION:2.7 MILES NORTHEAST ALONG Call STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE �`" (v0 J' ( F 7n �P F� M s9za UNAUTHORIZED STREET IMPROVEMENT PLAN RAILROAD CANYON ROAD FROM THE • p 4 c ry u r z vd"e.waz5lasz CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE 7 z INTERSECTION OF RAILROAD CANYON ROAD AND N No.052496= m s OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE PLANS.ALL CHANGES TO TRACT NO. 38008 OF Q STATE HIGHWAY 71,122.0 FEET NORTHWEST OF `�PYV _ I' ""l w m 1 PLANS RAILROAD CANYON ROAD,6.0 FEET SOUTHWEST 1 9-07-2021 5 Exp. 12-31-22 v°arvrveas Ervclrvee Bs su Byero Rs CITYTHESEGINEEMUST BE APPROVED BY THE PREPARER OF THESE PLANS AND THE SHEETS � * * CITY ENGINEER. LLl OF THEASTOWER OF MARKER ARK R POST,FEET v REMONHABIB,RCENo.83156 DATE `�' C1V1L �P �1 ^ FILE No. Lu SENORTHEAST MHTHE TOP OF CONCRETE POST EA1q-7SS pISK CITY ENGINEER 9TF OFCA F�� R �_�`�_`�D�� SCALE: SHEET SPECIFIC STREET'B'AND ' '.' PLAN AND PROFILE � 1-800-227-2600 CITY OF LAKE ELSINORE EDWARD J.LENTH DATE U) MARK APPR DATE ACE#052496 EXP.12-31-22 DATE: 21-288 Mcin,Oata.V89488\ENGIrvEERINGT111S 9&SD MDS File:8NWTR38()WSIN4.d. C,ealetl'.O''"102'42:54 PM ANB°r--- MN S,W 1:1 3M Scala:-- Las1 Elit 08.11 M21 02'.4254 PM By:BTATIO nM Oaie:0712.20211:21:19 W By:Ma0°n184 i --------------- ---- -----------_----_—_—_—_------_—_—_—_--------------------------_—_—_------_—_—_-------------------------------_—_—_------------ iiiii 1 7iii iiiiiiiii!________7iii=__________iiiii7lL•Dili!!!i!i!i=___iiii!___7!!i!i!i!i!!!i!i!____i!i!i!i!=___i!i!i!i!!!i� �___________ iiiiiiii ••1 1 it I iiiiiiiiiiCil----7iiiiiiiii=----- iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiCi!-7iiiiiiiiiiiiiiiiiiiiiii �_____iiiiiiiii� Ei�a 1 11 iiiiiiiiiiiii=--7iiiiiiiiiiiii=--� IEl•Anl�l���������������i�����ii��������������������=7����������ii����������� ii=__7iiiiiiiii■ � C>9 Ciiiiiiiiiiii=__iiiiiiiiiliiii!__E 1 •Ili�iil�ii==7iiiiiiiiliiiiiiliiiiiiiiil=_=iiiiiiiiii==7iiiiiiiiliiiil==7iiii ii=--7iiiiiiiiiiiii _ �•i iiiiiiiii=--iiiiiiiiiiiiii=-- CI�iil�iii iiiiiiiiiiiiiiiiiiiiiiiiiii iiiiiiiiiiii 7iiiiiiiiiiiiii--iiiii —____--------------- - Ew■ -------iiii---iii—===----7 ■i=i iiiii-------------------------------------------�_----- iiiiiiME—Umi\iiiiCl.Ll.�=---iii _ _ •��. ��������II•II ����ILL—'>=___���� MCI7����MMMMMm11•\L.lMMMiM�����������i���������ii����������������7������ IT.72�7�iiiiiiiiii _ _ _ iiiiiii/�'.7fi7ii��%■7rl■•r�C—iiiii Mw;iwMiiiiii—/'.7fi7iliti!!!i!i!i!i!!!i!i!i!i!!!i!i!i!i!!!ililiJ�i!!i� ■\\�Y�1■!iiiiiiiiii _ - !�- liiiiillll:1L1.11i�\i.�/J�=_iiiii� - M�ILlliiiillll:1L1.1iiiiilliiiiiiiilliiiiiiiilliiiiiiiilliiiiii7!llii� iiiiiiiiiiii iiii iiiiiiiiii i iiiiiiii•iiif�iiiiiiiiiiiiiiii iiiiiiiiiii=iiiiiiiiiiiiiii--iiiii i i �'� _ - Ill •�- iiiiiiiiiiiiiiiiiiiC iiiiiiiiii - iiiiiiiiiiiiiiiiiiiiiiiiii �•_� iiiiiiiiiiiiiiiiiiiiiiiiiiiliiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii iiiii! i\eI1V_ iiiiii iiii iiiiiiiiiiiiiiiiiiiiiiiiii -�..�• iiiiiiiiiiiiiiiiiiiiiiiiiii_iiiiiiiiii_iiiiiiiiiiiiiiiiiiiiiii iiii��„ ��i■miiiiiiiiiiCiiiiiiiiiiiiiiiiiiiiiiiiiii������������������MMMMMM C\T\\-�7 miii i•lii'J•Jiiiiiiiiiiiiiii _ i_i_i_i_i_i_i_i_i_�J[- (V-A i_i_i_ _i_!_CI ■_I`LLLL�r.���' i_i_i_i_i_�J _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_!_i_i_i_ ■iIC iii _ iiiiiiiiili.Kiiiiil■fl C==_=7ii� iiiiC■■E�����Ii.K�i_iiiiiiiiiiiiii==7iiiiiiii==_=7i==_=iiiiiiiiii==7iiii MMMMM i_____ii� iiiiC _i_i_i_!_7_i_i_i_=_ _!_i_i_i_ iii=—=iiiiiiiiial7i - - I iiiiiiiiiiiiiiiiiii_____--_■ Eiii•i_� ••1 7���� ■■■■CiiilCCC�� iiC _ 1 I1,1 7I iiiiiiii=--7iiiiiii_______7i i iiiiiiii!--7iiiiiiiil--iiiiiiiiii--7iC--7iiiiiiii=--Jiiii N{ ■ _ i_i_i_!_i_i_i_i_=___7i_i_i_i_iii____7_i_ i_i_i_i_i_ 1 IIIIII■iiiiiii C{�� I�IIIS7I� I� - _ •' 71L�.11••iJ,���ii���=--7'����ILZ�j____7� .all ■Eiiiiiii `lisr•, '. - - IIJCiiiiiiii= 'Miiii:LLliii •E iiiiiit:-]��iiiiliiiiiiiiiiiiiiiiiiiiiiiliiiiliiiiiiiiii Ciiiiiiii0\R -7�iiiiiiiiiiiii - - - - iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii=iiiiiiiiiiiiiii==iiiii —iiiiiiiiiiRllll`UM� - iiiii\Z�e•iii 11•. ,� _ al•iiiiiiiii--iiiiiiiiiiiiiii��`• iiiiiiiii .iiiiiiiiii__iiiiiiiiiiiiiii 1• iiiiiiiiiiiiiiiiiiiiiiiii!_iiiiiiiiililiiiiiiiiiiiiiiiiliiiii iiii : • iii mcr,r.\'.7iiiiiiiiiiiiiii iWLL"JJiiiiiiiiiiiiiii _ _ �• ! 11•!■iiiii �JC�l-(:)iiiiiii=_iiiii7ti7�� ir7�liiiiiiiiiii _ _ iiiiiiiiii if_�!\iiii�%Ttiiiiiiiiiil if11X■iiiiiiiiiii !iiiiiiiiiitlM \iiii•l•q�iiiiiiii7i iiiiiiiiM_�\iiiiiiiiiiiiiiiiiiiiiiiiii=____iiiiiiiiiiiiiiiiiiiiii iii= _iiiii iiiii —iiiii iiiiiiiiiiiiii ■ iiiiiiiiiiiiiiiii=__=i=__iii_i�llRlli_ii=iiiiiiiiiiiiiii__ii iiiiiii=__iiiiiiiiii____7_i_=_____7_iiiiiiii= 7iiii Ciiiiiii==iii____ii _ _- iiii=?iiiiiiiiiiii=i!________iii/i•I1.l7L'fal[i7C____iii==iiiiiiii!__7i ii=7iii=_7 _ ii ?iiii iiiiiii==iii—___iiE 1 - ■C iiii=7iiiiiiiiii!____---- ill rL L•7rzla rw=---_7ii==iiiiiiiil--7i ii=7iii=_7iiii=7iii!________iiil7iii=—_?iiii iii==iii---_7i iiii==iiiil7R�\iii= �•- :�_________i iiP7=----_—ii==iiii1.7rJii=--7iii=7iii=-7iiii=7iiil--------iii==iii=--?iiii maml im���=J���i__iJ�� 1 •111' E Eiiii=J�����II�III/����_ �_________i�H��MEtr7=___; MMMMMM1��JI•C��N7iiiii7���=J���=i7����=7����iiiiiiii���=J���=iiJ���� ■l<:11111,■■iiiiiiii iL—J'_'ITI-T1—R,�_ I I Ei_i_i_i_!_i_i_i_i_i_.1.--�1L 1�C_C_�-� =7_i_C_--om SCCOii_LJ Ai_i_i_�C•lei_i_i_!_i_i_i_i_.11.�i__i_i_ 7_i_i_i_!_i_i_i_i_!_=_i_i_i_i_i_!_i_i_i_i_i_i_=_7_i_=_ 7_i_i_i_!_7_i_i_i_=_==UMmm 7_!_i_i_i_ �iiif•iiiiiiiiii i\•��Em _ ' • E����ii����������=__S�= �MEE=i ML---�J�i-•ids hhiii•RIM.���ii���������__����ii���i=�����ii�����=7��==�����i���i__i���� _ _______________________________________________________ iiiiiiiiiiiiiiiiiii ■' _ iiiiiiiiii i_i_iiii===Ciiiiiiii�C Yrrl�-+JCi iii—dfL11VN_I_Niiiiiiiiiiiiiiiiiiiiiiiiii=_i_iiiiiiiiiii=iiiiiiiiiiiiiiii iii _ iiiiiiiiii iiii=--iiiiiiiiiiiiiiiii i��Y•• iiiiiiiiiiiiiiiiiiiiiiiiii iiiiii iiii _ 1„i���������____C���=__i����������i�i�� �—''- mmmmmmmm--- iiiiiiiiiiiiiiiiiiiiiiiliiiiiiiiisiiiiiiiiiiiiiiiiiiiiiiii �C■TI\1iiii iiiiiiiiii _ tiiii=--?iiiiiii iiiialiiiiii i�1.1,A--M iiiiiiiiiiii __ iiiiiiiiii.--7ii=—L-i iiiiiiiC �R1iii\__ iiii�JL3lJiiiiiiiiiiiiiiiiliiiiiiiiiliiiiiiiiiiiiiiiiiiliiiii iii _ _ _ iiiiiiiii. 7iirT— iiiiiii F']Aii II• iiii/l••I!7T�iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii ■■\•e_■\'iiiiiiiiiiiiiii _- C ��������--. 7iilCilO.��iiiiiii� I R•l9Vii�� iiii\.■!•I_a\�_iiiiiiiiiiiiiiiliiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii iiiiiiiiiiiiiiiiiliiiiiiiiiiiiiiiiiiiiiiiiiiiiii iiii �• iiii iiiiiiii iiii— — -•� = - � iiiiiiii=iiiiiiiiiiiiiiiili---Ciiiiiiiiiiiiiiiil7iiiiiiiiiiiiiiii=iiiiiiiiiiii=iiiiiiiiiiiiiiiiiiiiii —?iiii7���� MMMMM rl•rJirCiiiiiiiiiiiiiiiiiiiiiiiiiiiii=iiiiiiiiiiii=iiiiiiii iiiiii -• RAI i\l I VA iii__iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii__iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii__iiiiiiiiiiiiiiiiiiiiiiiiii •• r 1 11 11 11 , _�®r�oi■ua® • •I I 1 •1 :1 .1 � � � � ■ �NN . : H D S .� CONSULTING ANN W IWiNIN 811 _ • : , 1 STORM DRAIN GENERAL NOTES 1. NOTE TO CONTRACTORS:THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS.APPROVAL OF THESE PLANS BY THE CITY OF LAKE ELSINORE DOES NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY COMPLETENESS OF THE LOCATION,NOR THE EXISTENCE OR NON-EXISTENCE OF ANY CONSTRUCTION NOTES & ESTIMATED QUANTITIES: ABBREVIATIONS: UNDERGROUND UTILITY,PIPES OR STRUCTUREE WITHIN THE LIMITS OF THE PROJECT. THE CONTRACTOR IS REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEASURES FOR THE PROTECTION OF ALL UTILITIES,PIPES OR STRUCTURES,WHETHER SHOWN ON THESE PLANS OR NOT. ANY UTIUTY(IES)DAMAGED DURING THE PERFORMANCE OF THE WORK SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE TB TRACT BOUNDARY PCC POINT OF COMPOUND CURVE EC END OF CURVE GOVERNING AGENCY BY THE CONTRACTOR,AT HIS EXPENSE. STORM DRAIN IMPROVEMENTS UNIT TOTAL R/W RIGHT-OF-WAY PRC POINT OF REVERSE CURVE P.U.E. PUBLIC UTILITY EASEMENT 2. ALL WORK SHALL CONFORM TO CITY CODES,STANDARD SPECIFICATIONS FOR PUBLIC WORKS(LATEST EDITION),AND STANDARD DRAWINGS 1 CONSTRUCT 18"RCP STORM DRAIN(CLASS IV) LF 320 TC TOP OF CURB ST. STREET C.B. CATCH BASIN OF THE COUNTY OF RIVERSIDE.IT IS THE CONTRACTOR'S RESPONSIBILITY TO BE FAMILIAR WITH THESE STANDARDS AND CODES AT ALL TIMES. CONSTRUCT 24"RCP STORM DRAIN(D-LOAD PER PROFILE) LF 67 FS FINISH SURFACE q CENTERLINE PROP. PROPOSED 3. THE CONTRACTOR SHALL NOTIFY THE CITY INSPECTOR FORTY-EIGHT(48)HOURS PRIOR TO BEGINNING ANY WORK.CALL FOR INSPECTION CONSTRUCT CATCH BASIN NO. PER RCFC&WCD STD.NO.CB100 R RADIUS INT. INTERSECTION G.I. GRATE INLET AT(951)674-3124,EXTENSION 247,BETWEEN THE HOURS OF 9:00 AM TO 4:00 PM,MONDAY THROUGH THURSDAY. 0 DELTA NO. NUMBER TRW TOP OF RETAINING WALL A. CONTRACTOR SHALL MAINTAIN TRAFFIC CONTROL IN ACCORDANCE WITH CALTRANS TRAFFIC MANUAL AND WATCH MANUAL AT ALL TIMES W=7.0' EA. 2 L LENGTH SHT. SHEET TA TOP OF APRON DURING CONSTRUCTION,AS APPROVED BY THE CITY ENGINEER OR HIS REPRESENTATIVE. FAILURE TO DO SO SHALL REQUIRE IMMEDIATE W=10.0' EA. 1 EX. EXISTING O.C. ON CENTER W.T. WATER TIGHT PIPE JOINT WORK STOPPAGE. W=21.0' EA. 2 GB GRADE BREAK N'LY NORTHERLY OR CONNECTION 5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO HAVE A DEPENDABLE REPRESENTATIVE FLOW LINE CLY EASTERLY RCP REINFORCED CONCRETE PIPEE AT THE 108517E AT ALL TIMES DURING 600.00 PROPOSED ELEVATION S'LY SOUTHERLY coNSTRucnoN. M.H. MANHOLE (600.00) EXISTING ELEVATION W'LY WESTERLY J.S. JUNCTION STRUCTURE 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ARRANGE FOR THE NECESSARY RELOCATION OF ANY UTILITIES. CONTRACTOR INV. INVERT CFS CUBIC FEET PER SECOND HGL HYDRAULIC GRADE LINE SHALL NOTIFY ALL UTILITY COMPANIES INVOLVED AT LEAST FORTY-EIGHT(48)HOURS PRIOR TO BEGINNING WORK.THE CONTRACTOR SHALL CONSTRUCT MANHOLE NO.1 PER RCFC&WCD STD.NO.MH251 EA. 2 ALSO CONTACT UNDERGROUND SERVICE ALERT(USA)AT(800)422-4133 AT LEAST FORTY-EIGHT(48)HOURS PRIOR TO BEGINNING WORK. ®CONSTRUCT JUNCTION STRUCTURE NO.Z PER RCFC&WCD STD.NO.JS227 EA. 1 TG TOP OF GRATE V VELOCITY M.O.S. MIDDLE OF STRUCTURE BC BEGINNING OF CURVE 0100 100 YEAR STORM NEG. NEGLIGIBLE 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA AND RELOCATION AND COST OF ALL EXISTING CONSTRUCT MANHOLE NO.2 PER RCFC&WCD STD.NO.MH252 EA. 1 BOT. BOTTOM UTILITIES.SUBDIVIDER MUST INFORM THE CITY OF LAKE ELSINORE OF CONSTRUCTION SCHEDULE PRIOR TO BEGINNING CONSTRUCTION. & ALL UNDERGROUND FACILITIES AND LATERALS INCLUDING,BUT NOT LIMITED TO,SEWER,WATER,TELEPHONE,ELECTRICITY,GAS,AND CONSTRUCT MODIFIED MANHOLE NO.1 PER RCFC&WCD STD.NO.MH251,SEE DETAIL HEREON EA. 1 1 DRAINAGE FACILITIES,SHALL BE IN PLACE PRIOR TO PAVING THE STREET SECTION. 9. ALL STREET SECTIONS ARE TENTATIVE.ADDITIONAL SOIL TESTS WILL BE TAKEN AFTER ROUGH GRADING TO DETERMINE THE EXACT SECTION (�REQUIRED.SECTION THICKNESSES SHOWN ARE FOR BONDING PURPOSES ONLY. STRUCTURE DATA 10. ALL EXISTING UNDERGROUND UTIUTIES AND STRUCTURES MUST BE POTHOLED AND ELEVATIONS VERIFIED PRIOR TO CONSTRUCTION.THE ENGINEER OF RECORD SHALL BE NOTIFIED OF ANY NECESSARY REVISIONS TO THE APPROVED PLANS.THE REVISIONS SHALL BE IN THE FORM OF"AS BUILT'PLANS SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE FINAL ACCEPTANCE OF THE PROJECT. TYPE STATION A B C D1 D2 ELEV R ELEV S E F G L 11. ALL EXISTING MONUMENTATION DISTURBED OR DESTROYED DURING CONSTRUCTION SHALL BE REPLACED TO CITY STANDARDS,AS JS NO.2 10+69.87 47°4559" 18" 4.1 S 30" 30" 1380.20 1379.85 3.22' 0.76' 0.87' APPROVED BY THE CITY ENGINEER. CENTERLINE TIES ARE TO BE FURNISHED TO THE CITY ENGINEER UPON COMPLETION OF THE PROJECT AND BEFORE ACCEPTANCE IS GRANTED. 12. AN ENCROACHMENT PERMIT SHALL BE REQUIRED FOR ALL CONSTRUCTION WORK DONE WITHIN PUBLIC RIGHTS-OF-WAY.BEFORE ISSUANCE BONDING SAID PERMIT,THE IMPROVEMENTS. ECONTRACTOR/DEVELOPER MUST PROVIDE THE CITY ENGINEER WITH CERTIFICATE OF INSURANCE AND REQUIRED 56 JUNCTION STRUCTURE NO. 2 - DATA TABLE BONDING FOR PUBLIC IMPROVEMENTS. THE ENCROACHMENT PERMIT MUST BE PRESENT AT THE IOBSITE DURING THE TOTAL TIME OF THE PROJECT CONSTRUCTION ALONG WITH APPROVED SET OF IMPROVEMENT PLANS. MANHOLE DATA TYPE STATION SEE SHEET D1 D2 D(LAT) L T F P R S MH NO.1 10+79.05 7 18" 24" 18" 4,00' 8" - 5" N/A N/A + -+ + MH NO.1 11+72.63 7 18" 18" 18" 4.00' 8" 5" N/A N/A y U y ¢ MH NO.2 10+00.00 7 84" 84" 24" 9.33' 12.50" 5" N/A N/A W it 4 LINE A FLOW 24"RCP FLOW 1376.701NV P=5" P=5' 5=0.0100 S=0.0100 a a STANDARD MH AND RISER EXIST.84"RCP EXIST.84"RCP LINE D LINE D > f + + LOW FLOW PIPE J L1 ~13 STANDARD STEPS a � +I STANDARD MH AND RISER -- -- 7 L3 3/4"THICK STEEL LOW FLOW ORIFICE PLATE WITH PIPE 4 X 3/16"DIA.ANCHOR BOLTS 57 MANHOLE NO. 2 - CONNECTION DETAIL FLOW -L1 �3 FLOW --- - -- O.A OE FLOW LINE OF N.T.S. - - - - SECTION r D i L FLOW " FLOW o o-- CATCH BASIN A3 30 o- CATCH BASIN A3.1 PP��` - ��:�0� sFFTy`7 N,�'1 STATION MAIN LINE LATERAL 0 DEPRESSED S��P B�, O =STATION LOW FLOW LATERAL MH FLOOR o --- SLOPE 1% S=D DO L 1 (SEE SHEET NO.ON TABLE) oo'J F O z 41 Poe P�? N I PLAN VIEW SECTION U oa --I 000 �aoP# PAP% THRU CHAMBER Q 58 LOW FLOW DIVERSION MANHOLE STRUCTURE J DIVERSION MANHOLE TABLE N.T.S. � Lu " MODIFIED SEE SHEET NO.FOR STATION MAIN LINE CONDUIT SIZE MANHOLE DIMENSIONS INVERT ELEVATIONS � LINE MANHOLE NO. PLAN PROFILE LOW FLOW D7 D2 D3 L1 L2 L3 H1 INV.-1 INV.-2 1 INV.-3 CATCH BASIN A3 & All DETAIL "A" LOW FLOW-STORM DRAIN MH NOA 7 7 STA.10+72.49 24"RCP 1 24"RCP 1 18"RCP 1 4.67' 1 3.50' 1 1.50' 1 3.05' 1 1385.68 1 1385.78 1 1384.73 ir CL (PRIVATE) z a SCALE:1"=10' cr NZ-f 7 / Z! ENG-2021-00024 0 0' BENCHMARK: C.11h.f-Y.0 SEAL: PREPARED BY: CAUTION:THE LOCATION OF EXISTING UTILITIES ON THESE PLANS ARE CITY OF LAKE ELSINORE o ate REVISIONS THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR PRIOR TO SHEET RIVERSIDE COUNTY DESIGNATION:E-14-70 " "�� CO3 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND oQgOF ESS/pNgl o a s E n " CONSTRUCTION. F-- STATE LAWS MILES NORTHEAST ALONG CSII STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE ��� P�0 J. �F F� UNAUTHORIZEDCHANGES•-14 STORM DRAIN IMPROVEMENT PLAN J' RAILROAD CANYON ROAD FROM THE • p� Zf c s C N u L T z v Ire.eaaz,i-ee CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE 7 Z INTERSECTION OF RAILROAD CANYON ROAD AND W s rzi OF 'I I No.052496 s1 OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE PLANS.ALL CHANGES TO TRACT N O. 38008 a STATE HIGHWAY 71,122.0 FEET NORTHWEST OF w m THESE PLANS MUST BE APPROVED BY THE PREPARER OF THESE PLANS AND THE SHEETS RAILROAD CANYON ROAD,6.0 FEET SOUTHWEST /)/I�'` 7 g } 9-07-2021 a Exp. 12-31-22 PLnN ENGINEERS EERs SURVEYORS W * * "E s CITY ENGINEER. GENERAL NOTES, CONSTRUCTION NOTES, FILE No. OF POWER POLE MARKER P 1.0 FEET G R ON HABIB,RCE No.B3156 DATE `rT ClV I L �P W NORTHEAST OF MARKER POST,ABRASS DISK -YT _ -��-���� SCALE: SHEET SPECIFIC QUANTITIES AND DETAILS SET IN THE TOP OF CONCRETE POST E-14-70. CITY ENGINEER F OF CAL1F � 1-800-227-2600 CITY OF LAKE ELSINORE EDWARD J.LENTH DATE MARK APPR DATE RCE#052496IXP.12-31-22 DATE: 21-290 u) MLS PmL-1:094661FNGINEERINGWIans�S-"U MUS RN:8946FTR38008SIPX6S0.6w9 C, d:06.11.202102:42: WAeN"r--- PIN Scale:1:10w0 Scale:- -EdR06.11202102:Q22PMBy:6TAT10N39 PIN-07.12.20211:2240 PM By-184 * CONTRACTOR TO VERIFY EXISTING PIPE LOCATIONS (VERTICALLY AND HORIZONTALLY)PRIOR TO CONSTRUCTION. " o z o II -441 U M U m =N o g = it N PROPOSED FINISHED SURFAC� � 11c TOM RA R(POSED INI HE S RF CE PROPOSED FINISHED UR AC OVER STORM DRAT 0 ER TOM R IN 1� B HGL GL o�9TOpBOT HGL HG T 4' _ 39.12 OT_ HGL _ 18"RCP 1388.81 TOP 1388,74INV O 738g 9� 9> 9G EX.30"RCP ILT. 1' r�sF 9500� 6 (-1385.82)INV ( 73I V 73 a � z a9S�F9 T 8S� �3g9 73BT��FR � v Q; foq I'S �T Sc�SdEP OQ _ gTOp EX.12"SEWER A .2 IN (±1384.07)INV m _ 8" HGL + EX.30"RCP o B4 z w m 1+00,87 a = > > m 3.6 CF - ELEV S=1379.85 II - o ? Mix z z w w Q1B6=3.8 FS V 2.2 PS C ST.5 24 +M m > > a - " = 8"RCP(D-1500) <.,z 1m=6.2 - Q1g9=2.8 CFS o- _ tgg=5.2 CFS - co 1.-10.6 CFS o I m z w z -8.3 F "' V 9.1 FPS '6�' 1„ LL' =3.2 FPS V -6.0 FPS w> CONST. 7.21 L. @ S=0.0489 N4z- + + "I- +m _ _ _ m z �' z ��- - 18"RCP(D-1500) RIVATE HOA MAINTAINED �! o _ QBM4=1.4 FS ( ) (± 371.82)INV I I +M + CONST. 88.50 L.F. CONST.60.60 L.F. o z o VMS 9.3 PS �"., o z @ S=0.0010 EH D G. 0. -0 0 a 18"RCP(D-1500) 18"RCP(D-1500) ?"'b +m + ��., +M IVATE HOA MAINTAINED) @ 5=0.0242 @ 5=0.0536 it CONST.21.23 L.F. ST.35.89 L.F. PR MAINT RIVATE HOA w+w LOW FLOW LINE 1 "R P( -1 00) 18" CP(D-50) CONST. 47.35 L. @ _ - - 18"RCP(D-1500) VAT HOA MAINTAINED) (PRIVATE HOA MAINTAI a w @ 5=0.0957 z 21. C z> Q1aB=21.2 CFS z TEA MA1NT 20. F - - 9 F S LA LAT ' +M + � CONST.6.93 .F. a o PROFILE SCALES 24"RCP(D-1500) T 2"R P -1 00 5=0.1427 =0 037 vERT.r'=a' (PRIVATE HOA MAINTAINED PIPE) (RIVATE HOA MAINTAINED) 1+OO 2+00 1+OO 2+00 1+OO 10+00 11+00 12+00 PLAN SCPALE - II / TRACT UP& � �I J TRACTBNDY Op[UnI �p°�C��� 3g ® e EXTENDED DETENTION 6 ?3 ° e BASIN'C' SLOPE AREA- `P ° CONSTRUCTION NOTES: I I � PER CANYON HILLS PHASE 8 D 9 - 738 I L U 0 VTTM#36117贖 ��� :�� - - =a h hm STORM DRAIN PLANS '�- 7 8° 51 CONSTRUCT 18"RCP STORM DRAIN(CLASS IV) v RECONSTRUCTION PER TR.38008 o Q ROUGH GRADING PLANS oescuREo 52 CONSTRUCT 24"RCP STORM DRAIN(D-LOAD PER PROFILE) v 5> J011 NT 77+84,R ©3 CONSTRUCT CATCH BASIN NO.1 PER RCFC&WCD STD.NO.CB100 N EXIST.84"RCP w op Q SEE 10+00.00 E„„ 3 p = s� 55 CONSTRUCT MANHOLE N0.1 PER RCFC&WCD STD.N0.MH251 DETAIL LIN A Q o == o h S p F 56 CONSTRUCT JUNCTION STRUCTURE NO.2 PER RCFC&WCD STD.N0.JS227 h p cn ONSREET NO 6 // z A TRACT 36m. �� CONSTRUCT MANHOLE NO.2 PER RCFC&WCD STD.NO.MH252 (OPEN SPACE � �g5 8 CONSTRUCT MODIFIED MANHOLE NO.1 PER RCFC&WCD STD.NO.MH251,SEE DETAIL ON SHEET NO 6 LLI I �� LOT BDD3 .o E 11 ti PER RCP II - gyE VTTyj57N �o�Q =sQ TRACT BNDY - ET7jQF�811� #3671oti 8 ° o ii O �5 'P m "x 8 S �a 2 60 5900 58 57 TRACT BNDY 0 0/yS0ETg7 92' o -� �� RNy COURSE DATA CURVE TABLE p SIn�nI2Cc(�L[2F�Gp°paG�IpLY So 4' / m^miit�r h 1yF�6 NDp1 -= -'' - STREET„=_ �__�_\� IIS LSJ�D611V a Iln11S �� }� _\WU cmo N VQ ���m / a/ / - P�iIVATE A�--_ L1 N 33°51'44 W 24.85' C1 42'4412 22.505 LENGTH TAN U NO.' N d RADIUS 1678' 8.80' Q 3 0 �/ m 46 m __�-� --� _- __ OC // � � v N -�-- - -.�- � -- -- --- _lY ---- T-_� � L2 N 76°3548"W 17.82' C2 17°5T09' 308.00' 96.51' 48.65' ~ h R -_ �- Q � Z 2 _ -\ L3 N 15°76'07 W 22.48' C3 6°1 T46' 292.00' 32.09' 16.06' Q v5 7 y h y I, F- ---- - �Y L4 N 14°3751 E 49.55' C4 49°41'06" 22.59 19.51' 10.42' a EX 24"RCP STORM DR IN LINED 2 SHT 18 OF 21 45' v-yw h //m 47 F- PER CANYON HILLS P SE 8 VTTM 36117&361185. cmm v�� 48 49 L5 N as 3632E 2t23' Z LLJ S.D.PLANS PREPARE by RICK ENGINEERING TO 5, `°"o 'ate teary i��� 50 51 L6 N 2°01'18.W 35.89, � BE ABANDONED. / y o ^3 0 52 53 54 55 w 3 / / 45 N7 L7 N 0°51'52"E 58.24' O a, TRACT BNDY / / / LB N 69°a8'09°w z28' ir CL o_ 0 20 40 80 160 z TASSEL WAY STREET"B" LINE "A" STREET"A" (PUBLIC) (PRIVATE) (PRIVATE) 1"=40' GRAPHIC SCALE Q ENG-2021-00024 BENCH MARK: C.11 before you SEAL: PREPARED BY: CAUTION:THE LOCATION OF EXISTING UTILITIES ON THESE PLANS ARE ate REVISIONS THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE AP PROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR PRIOR TO CITY OF LAKE ELSINORE SHEET O RIVERSIDE COUNTY DESIGNATION:E-14-70 °�� CO3 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND oQQ.OF ESS/O�q! o R s E A CONSTRUCTION. 7 H DESCRIPTION:2.7 MILES NORTHEAST ALONG CSIItle9 STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE ��� P�0 J. �F F� UNAUTHORIZED CHANGES: STORM DRAIN IMPROVEMENT PLAN ■ U' RAILROAD CANYON ROAD FROM THE , p� Zf c f s c N u L 7 z v I�.eaa2sl-ae CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE 7 Z INTERSECTION OF RAILROAD CANYON ROAD AND I I ti W No.052496 s m OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE PLANS.ALL CHANGES TO TRACT N O. 38008 OF a STATE HIGHWAY 71,122.0 FEET NORTHWEST OF w m s THESE PLANS MUST BE APPROVED BY THE PREPARER OF THESE PLANS AND THE SHEETS RAILROAD CANYON 853732,FEET SOUTHWEST /�/I�'` 7 q � 9-07-2021 a Exp. 12-31-22 PLnN ENCIry EERs SURVEYORS LINE A & LATERALS '° * * N E R s CITY ENGINEER. I I I I L1J OF POWER POLE MARKER P 1.0 FEET G R ON HABIB,RCE No.83156 DATE `rT ClV I L �P FILE No. Lu NORTHEAST OF MARKER POST,ABRASS DISK '9T _ 7-12-202� SCALE: SHEET SPECIFIC SET IN THE TOP OF CONCRETE POST E-1470. CITY ENGINEER F OF CALF Ir 1-800-227-2600 MARK APPR DATE CITY OF LAKEELSINORE RD#ORDS.LEP1H3122 DATE DATE: STA. 10+06.36TOSTA. 12+36.40 21-291 MDS PmI-Data:10946-GINEERINGWIans�SM &SD MDS FID:8946GTR36008SIF07SD.ewg C,ta0:MAL 202102:42:16 PM AM,,--- PIN Scala:1:1 Nw SCNe:-- Last EdR 06.11202102:42'.16 PM By:STAT10N39 PIN Gale:07.12-11:23:39 PM Bys 1184