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HomeMy WebLinkAboutCanyon Hills North Slurry Improvement Plans 4-12-26-signed© 2025 Microsoft Corporation © 2025 Maxar ©CNES (2025) Distribution Airbus DS © 2025 TMAP MOBILITY Earthstar Geographics SIO © 2025 TomTom © 2025 Zenrin Z-10014 Know what's R – “” – – ” ” PROJECT LOCATION CITY OF LAKE ELSINORE CANYON HILLS NORTH SLURRY PROJECT CITY PROJECT Z-10014 «« CANYON HILLS NORTH SLURRY PROJECT TITLE SHEET "' "' -0 .; C " 0.. -C ., E ., > e C. E c::-~ ::, U) -rn I rn 'i: C g_ C " (.) ~ "' C "i e <> j 21 'i: C ~ " (.) I ., C " 0.. ~ ::, ~ ., -C ., E ::, 0 0 <> 0.. (.) I "' C ·c 3l C "o, C uJ -f 0 C ~ ., -"' .3 -0 ! C ~ 0 C 0 -f ., ., ::::, -:-: (.) GENERAL NOTES: 1. NOTE TO CONTRACTORS: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON TlHESE 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 OR COMPLETENESS OF TlHE LOCATION, NOR THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE 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 UTILITY (IES) DAMAGED DURING THE PERFORMANCE OF THE WORK SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF TlHE GOVERNING AGENCY BY THE CONTRACTOR, AT HIS EXPENSE. 2. ALL WORK SHALL CONFORM TO CITY CODES, STANDARD SPECIFICATIONS FOR PUBLIC WORKS (LATEST EDITION), AND STANDARD DRAWINGS OF TlHE COUNTY OF RIVERSIDE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BE FAMILIAR WITH THESE STANDARDS AND CODES AT ALL TIMES. 3. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING INSPECTOR, FORTY-EIGHT ( 48) HOURS PRIOR TO BEGINNING ANY WORK. CALL FOR INSPECTION AT (951) 674-3124, EXTENSION 264, BETWEEN THE HOURS OF 9: OOAM AND 4: OOPM, MONDAY THROUGH THURSDAY. 4. CONTRACTOR SHALL MAINTAIN TRAFFIC CONTROL IN ACCORDANCE WITH CALTRANS TRAFFIC MANUAL AND WATCH MANUAL AT ALL TIMES DURING CONSTRUCTION, AS APPROVED BY THE CITY ENGINEER OR HIS REPRESENTATIVE. FAILURE TO DO SO SHALL REQUIRE IMMEDIATE WORK STOPPAGE. 5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO HAVE A DEPENDABLE REPRESENTATIVE AT THE JOB SITE, AT ALL TIMES DURING CONSTRUCTION. 6. IT SHALL BE THE RESPONSIBILITY OF TlHE CONTRACTOR TO ARRANGE FOR THE NECESSARY RELOCATION OF ANY UTILITIES. CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES INVOLVED, AT LEAST FORTY-EIGHT (48) HOURS PRIOR TO BEGINNING WORK. THE CONTRACTOR SHALL ALSO CONTACT UNDERGROUND SERVICE ALERT (U.S.A.) AT 1-800-422-4133, AT LEAST FORTY-EIGHT (48) HOURS PRIOR TO BEGINNING WORK. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF TlHE PROPOSED WORK AREA AND RELOCATION AND COST OF ALL EXISTING UTILITIES. CONTRACTOR MUST INFORM THE CITY OF LAKE ELSINORE OF CONSTRUCTION SCHEDULE, PRIOR TO BEGINNING CONSTRUCTION. 8. ALL UNDERGROUND FACILITIES AND LATERALS INCLUDING BUT NOT LIMITED TO SEWER, WATER, TELEPHONE, ELECTRICITY, GAS AND DRAINAGE FACILITIES, SHALL BE IN PLACE PRIOR TO PAVING TlHE STREET SECTION. 9. ALL EXISTING UNDERGROUND UTILITIES AND STRUCTURES AFFECTED BY THE PROPOSED INMPROVEMENTS MUST BE POTHOLED AND ELEVATIONS VERIFIED PRIOR TO CONSTRUCTION. THE ENGINEER OF RECORD SHALL BE NOTIFIED OF ANY NECESSARY REVISIONS TO TlHE APPROVED PLANS. TlHE REVISIONS SHALL BE IN THE FORM OF "AS BUil T" PLANS SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO TlHE FINAL ACCEPTANCE OF TlHE PROJECT. 10. ALL EXISTING MONUMENTATION DISTURBED OR DESTROYED DURING CONSTRUCTION SHALL BE REPLACED TO CITY STANDARDS, AS APPROVED BY TlHE CITY ENGINEER. CENTERLINE TIES ARE TO BE FURNISHED TO THE CITY ENGINEER UPON COMPLETION OF TlHE PROJECT AND BEFORE ACCEPTANCE IS GRANTED. 11. AN ENCROACHMENT PERMIT SHALL BE REQUIRED FOR ALL CONSTRUCTION WORK DONE WITlHIN PUBLIC RIGHTS-OF-WAY. BEFORE ISSUANCE OF SAID PERMIT, TlHE CONTRACTOR MUST PROVIDE TlHE CITY ENGINEER WITH A CERTIFICATE OF INSURANCE AND REQUIRED BONDING FOR PUBLIC IMPROVEMENTS. THE ENCROACHMENT PERMIT MUST BE PRESENT AT THE JOB SITE DURING THE TOTAL TIME OF THE PROJECT CONSTRUCTION, ALONG WITH AN APPROVED SET OF IMPROVEMENT PLANS. 12. CONTRACTOR IS RESPONSIBLE FOR IMMEDIATE DISPOSAL OF ANY MILLED AC AND /OR DISCARDED CONSTRUCTION MATERIAL. 13. LIMITS OF PAVEMENT TREATMENT MAY ONLY BE MODIFIED WITH TlHE APPROVAL OF THE CITY INSPECTOR. I v • ..., .. ~.>11o """"J,.iJI'" ' ,':e_""-, !. t ,. ~UDOIC~A~t '°""°W•J Ya,itilil_,,. S<n:io-o, 1~--... 4- 0 ' l;,\--eCad~ ~r ~ ,.~,....,.u 11.•..,,.,rt R!I .I Oel>ul)IW-,, "-'•• ........ 1 .. 11,1 below. IMPORTANT NOTICE SECTION 4216/4217 OF THE GOVERNMENT CODE REQUIRES A DIG ALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A "PERMIT TO EXCAVATE" WILL BE VALID. FOR YOUR DIG ALERT I.D. NUMBER CALL UNDERGROUND SERVICE ALERT TOLL FREE 1-800-422-4133 l -•o • , ~!• •• Call before you dig. TWO WORKING DAYS BEFORE YOU DIG VICINITY MAP MARK t----t--R_E_V_IS_IO_N_S ___________________________ --+-_A_P_P_R_. -+--D_A_TE_----1THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH t----+----------------------------------+------+-------1 THE APPROPRIATE CONDITIONS OF DEVIELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE 1----+----------------------------------+------+-------1 YU TAGAI, RCE No. 86614 CITY ENGINEER i----,------------------------------------+------+-------1 CITY OF LAKE ELSINORE 10/1/25 DATE ENGINEER'S SEAL; YU TAGAI No. C-8661 Lall~ll,d ~ ........... c.... ...... CQ)',:,1"'-.,. J """" _;..,.,. .... ,o1111 C I TYO·FA ·--- WaJIO'YC. .... ~u~, H,..,~,·•~•, s,11oo1 c-,. .. t.r. PROPOSED IMPROVEMENTS NOTES: 1. PROPOSED IMPROVEMENTS SHOWN ON SHEETS 3-12 WERE BASED ON AVAILABLE RECORD BOUNDARY INFORMATION, FIELD MEASUREMENTS AND AERIAL MAPS. 2. EXISTING LONGITUDINAL GRADES AND ELEVATIONS SHALL BE MAINTAINED AT EITHER SAWCUT LINES, TOP OF CURB AND FLOWLINE ELEVATIONS WHERE PROPOSED IMPROVEMENTS JOIN EXISTING IMPROVEMENTS. ASPHALT OVERLAY CROSS SLOPES SHALL BE 2.0% MIN. 3. MAJOR ITEMS TO BE REMOVED/RELOCATED HAVE BEEN NOTED ON THESE PLANS, HOWEVER THE CONTRACTOR IS TO WALK THE SITE FOR VERIFICATION OF ADDITIONAL SURFACE FEATURES REQUIRING REMOVAL AND RELOCATION. THE CONTRACTOR IS RESPONSIBLE TO REMOVE ALL OBJECTS AND MATERIALS (AC, CONCRETE, TREES, BUSHES, FENCING, ETC.) THAT ARE IN CONFLICT WITH THE NEW PROPOSED IMPROVEMENTS WHETHER CALLED-OUT OR NOT ON THE PLANS AND DISPOSE OF LEGALLY. CONTRACTOR IS TO BACKFILL ACCORDINGLY AND LEAVE SITE IN A RELATIVELY LEVEL CONDITION. CITY ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES OR DEVIATIONS. NOTIFICATIONS TO UTILITY OWNERS: NOTE: THE CONTRACTOR SHALL NOTIFY THE FOLLOWING UTILITIES OR AGENCIES FORTY-EIGHT (48) HOURS PRIOR TO STARTING CONSTRUCTION OR EXCAVATION. SEWER: WATER: ELECTRIC: TELEPHONE: GAS: CABLE: USA: ELSINORE VALLEY MUNICIPAL WATER DISTRICT ELSINORE VALLEY MUNICIPAL WATER DISTRICT SOUTHERN CALIFORNIA EDISON VERIZON COMMUNICATIONS THE GAS COMPANY TRANSMISSION TECHNICAL SERVICES DISTRIBUTION TECHNICAL SERVICES TIME WARNER COMMUNICATIONS UNDERGROUND SERVICE ALERT 951-674-3146 951-674-3146 951-249-8360 909-748-6655 818-701-4546 909-335-7716 951-538-8834 800-227-2600 SHEET INDEX SHEET 1 SHEET 2 SHEET 3 TITLE SHEET INDEX MAP, PLAN VIEW- CONSTRUCTION NOTES & DETAILS LUPINE CT., CANYON RIM DR., DEERGRASS WY., SWEET ACACIA CT. ,AURORA CT . SHEET 4 PLAN VIEW-DESERT ROSE WY. HILLSIDE DR. SADDLEHILL RD. COYOTE CRE K OCOTILLO CT., TRAILSIDE DR. CT. SHEET 5 PLAN VIEW- SHEET 6 PLAN VIEW- SHEET 7 PLAN VIEW- SHEET 8 PLAN VIEW- BLOSSOM DR., HICKORY LN. CANYON RIM DR. TRAILSIDE DR., TORREY PINES CT. DEERGRASS WY., HICKORY LN., TOYON CT., CHAPAROSSA DR., TOYON CT., BAJA CT., LARKSBURG CT. HEATHER RIDGE RD., BLOSSOM DR. DEERGRASS WY. CHAPAROSSA DR., ANGEL FALLS DR. HEATHER RIDGE RD. OTAY WY., CHAPAROSSA DR., GILIA CT., FALLBROOK LN. MINIMUM SITE BMP /EROSION CONTROL NOTES: 1. DOWNSTREAM STORM DRAINS INLETS MUST BE PROTECTED. DEBRIS ACCUMULATION SHALL BE REMOVED DAILY. 2. WASHOUT AREAS DISPOSAL OF WET CONSTRUCTION MATERIALS SHOULD BE HANDLED IN THE WASHOUT AREA. THIS INCLUDES PAINT, STUCCO, AND CONCRETE. USE A PLASTIC-LINED PIT OR OTHER APPROPRIATELY SIZED CONTAINER TO COLLECT AND CONTAIN LIQUIDS AND PREVENT RUNOFF INTO THE STREET AND GUTTER. THE WASHOUT AREA MUST BE CHECKED AND MAINTAINED DAILY TO ENSURE COMPLIANCE. WASHOUT MATERIALS MUST BE DISPOSED OF PROPERLY . 3. PERIMETER CONTROLS GRAVEL BAGS, SILT FENCES AND STRAW WATTLES ARE ACCEPTABLE PERIMETER CONTROLS AND MUST BE USED TO CONTROL SITE RUN-ON AND RUNOFF. AVOID RUNNING OVER PERIMETER CONTROLS WITH VEHICLES OR HEAVY EQUIPMENT, AS THEY CAN DAMAGE THE MATERIALS. KEEP EXTRA ABSORBENT MATERIALS AND/OR A WET/DRY VACUUM ONSITE TO QUICKLY PICK UP SPILLS. SITES MUST BE CHECKED AND MAINTAINED DAILY. 4. TRACKING CONTROLS ALL ENTRANCES/EXITS ON THE SITE MUST HAVE COARSE GRAVEL (1 TO 3 ANGULAR MATERIAL) AND/OR STEEL SHAKER PLATES TO LIMIT OFFSITE SEDIMENT TRACKING. HAND OR MECHANICAL SWEEPING MUST ALSO BE USED AS NEEDED TO CLEAN UP MATERIAL THAT GETS TRACKED OFFSITE. 5. IMPLEMENT ADDITIONAL BMP'S AS NECESSARY TO ENSURE COMPLIANCE WITH FEDERAL, STATE, AND LOCAL STORMWATER POLLUTION PROTECTION REGULATIONS, PERMITS AND CODES. BENCHMARK: CITY OF LAKE ELSINORE SHEET 1 L.A.ICE ,5tSINDRt COUNTY OF RIVERSIDE BENCHMARK "EL-40-80" (F 307 RESET) 1---------~..::l·~·-_·_v _1u_"_M_£_x1_R_EM_E ______ -I STANDARD BRASS DISK IN 6"X6" CONCRETE POST STAMPED F-307 RESET 1946 OF 8 SHEETS PREPARED BY: ELEVATION: 1273.655' (INSTALL DATE: 08/26/1980) CITY PROJECT NO . 10/1 /25 C. NORVANI DATE SCALE: 1"=30' 04/23/2026 04/12/2026 B. SAS © 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS © 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS © 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS © 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS © 2025 Microsoft Corporation © 2025 Maxar ©CNES (2025) Distribution Airbus DS © 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS Know what's R Z-10014 «« CANYON HILLS NORTH SLURRY PROJECT INDEX SHEET CONSTRUCTION NOTES "' "' -0 .; C " 0.. -C ., E ., > e C. E c::-~ ::, U) -rn I rn 'i: C g_ C " (.) ~ "' C 'i e <> j 21 'i: C ~ " (.) I ., C " 0.. ~ ::, ~ ., -C ., E ::, 0 0 <> 0.. (.) I "' C ·c 3l C 'o, C uJ -f 0 C ~ ., -"' _g -0 ! C ~ 0 C 0 -f ., ., ::::, -:-: (.) CONSTRUCTION NOTES: 0 0 0 0 0 CONSTRUCT TYPE II SLURRY SEAL ONLY. CRACK FILL NOT REQUIRED PROTECT ESISTING TRAFFIC LOOP INSTALL BLUE REFLECTORIZED RAISED PAVEMENT MARKER (RPM) PROTECT EX MANHOLE AND ADJUST AS NECESSARY DURING RESURFACING OPERATIONS PROTECT EX VALVE(S) AND ADJUST AS NECESSARY DURING RESURFACING OPERATIONS STRIPING NOTES: INSTALL THERMOPLASTIC PAVEMENT MARKINGS AS SHOWN PER CALTRANS STD A24A FOR ARROWS, A24C FOR SYMBOLS AND A24D FOR WORDS INSTALL 12 INCH THERMOPLASTIC WHITE LIMIT LINE PER CAL TRANS STD A24G ~ INSTALL 8 INCH THERMOPLASTIC WHITE CHANNELIZING LINE PER CAL TRANS sm \;:::/ A20D, DETAIL 388 ~ INSTALL 6 INCH /6 INCH THERMOPLASTIC DOUBLE YELLOW STRIPING PER '\::::.I CAL TRANS STD A20A, DETAIL 22 J;j\. INSTALL THERMOPLASTIC WHITE BIKE LANE SYMBOL WITH PERSON MARKING PER \;:2/ CALTRANS STD A24C fs5' INSTALL THERMOPLASTIC 6" WHITE BIKE LANE LINE PER CALTRANS STD A20D. '\::::./ DETAIL 39 /s6' INSTALL THERMOPLASTIC 6" WHITE BIKE INTERSECTION LANE LINE PER CALTRANS ~ sm A20D. DETAIL 39A ~ INSTALL THERMOPLASTIC DOUBLE YELLOW MEDIAN STRIPING PER CAL TRANS STD \;:..:../ A20B. DETAIL 29 0 PAVING LEGEND: ...... ' •••••• . . . . . . ' ...... CONSTRUCT TYPE II SLURRY SEAL ONLY. CRACK FILL NOT REQUIRED ABBREVIATIONS AC ASPHALT CONCRETE ANGL.ANGL.E AP ANGLE POINT BEG. BEGIN BCR BEGIN CURB RETURN CAN. CABLE 11ELEVISION COM. COMUNICATION CB CATCH BASIN C&G CURB & GUTTER C/L CENTERLINE CONST.CONSlRUCTION DEFL. DEFLECTION D/W DRIVEWAY DI DROP INLET ECR END CURB RETURN EOP EDGE OF PAVEMENT EL.EC. ELECTRICAL EX. EXISTING FG FINISHED GRADE FH FIRE HYDRANT FL FLOW LINE FS FINISH SURFACE GB GRADE BREAK GL GUTTER UP GR GUARD RAIL GV GAS VN...VE HP HIGH POINT LP LOW POINT below. MH MANHOLE MNT. MONUMENT MB MAIL BOX MTR METER PB PULL BOX Pl POINT OF INTERSECTION P /L PROPERTY LINE PP POWER POLE MON. PROPOSED PVI POINT OF VERTICN.. IN11ERSECTION PR. PROPOSED RS ROAD SIGN R/W RIGHT OF WAY SD STORM DRAIN SL STREET LIGf-IT STA. STATION SRVY. SURVEY SWR SEWER LINE TC TOP OF CURB TD TOP OF DIKE TELE. TELEPHONE TS TRAFFIC SIGNN... TYP TYPICN.. UG UNDEGROUND VC VERTICAL CURVE W.I. WROUGHT IRON WTR WATER LINE PAVEMENT NOTES: 1. AFTER MILLING PAVEMENT TO SPECIFIED DEPTH, SEAL/REPAIR ANY CRACKS PRIOR TO APPLICATION OF TACK COAT. 2. HEADER GRIND AT BEGINNING AND END OF MILLING SEGMENTS. 3. EDGE GRIND ADJACENT TO CONCRETE GUTTER 4. INSTALL TEMPORARY ASPHALT RAMPS/WEDGES AROUND ALL MANHOLES/VALVES AFTER MILLING. 5. ASPHALT OVERLAY CROSS SLOPES SHALL BE 2.0% MIN. IMPORTANT NOTICE SECTION 4216/4217 OF THE GOVERNMENT CODE REQUIRES A DIG ALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A "PERMIT TO EXCAVATE" WILL BE VALID. FOR YOUR DIG ALERT I.D. NUMBER CALL UNDERGROUND SERVICE ALERT TOLL FREE 1-800-422-4133 Call before you dig. TWO WORKING DAYS BEFORE YOU DIG 1" = 300' 300 150 0 300 MARK 1-----+-_R_E_V_IS_IO_N_S ______________________________ -+-A_P_P_R_. -+-D_A_T_E _ ___, THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH 1-----+------------------------------------+----+--------1 THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE 10/1/25 1-----+------------------------------------+----+--------1 YU TAGAI, RCE No. 86614 DATE CITY ENGINEER CITY OF LAKE ELSINORE 600 900 ENGINEER'S SEAL: YU TAGAI No. C-8661 xp. 3/37 / SHEET INDEX MAP BENCHMARK: COUNTY OF RIVERSIDE BENCHMARK "EL-40-80" (F 307 RESET) STANDARD BRASS DISK IN 6"X6" CONCRETE POST l----------,,._--------------1 STAMPED F-307 RESET 1946 PREPARED BY: ELEVATION: 1273.655' (INSTALL DATIE: 08/26/1980) 10/1 /25 C. NORVANI DATE SCALE: 1"=30' ET 8 CITY OF LAKE ELSINORE SHEET 2 OF 8 SHEETS CITY PROJECT NO.                                                        04/23/2026 04/12/2026 B. SAS 53 53 53 53 100' 194' 150' 192' 1 1 1 1 04/23/2026 04/12/2026 B. SAS © 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS © 2023 Microsoft Corporation © 2DESERT ROSE WY. HILLSIDE DR. SADDLEHILL RD. COYOTE CREEK CT. OCOTILLO CT., TRAILSIDE DR. SEE SHEET 5 MATCHLINE - STA . 1 6 + 5 0 Z-10014MATCHLINE - STA. 24+00 SEE SHEET 3«« CANYON HILLS NORTH SLURRY PROJECT C: i 8 ~ 0, C: -~ 0 j ..!'l :i: C: ! 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MARK REVISIONS . . : . . . . . . • . . . 1.■: . . . . . .. ----..-~ .. . . . . . . . . ~ . . . !J.._---1------------------------------------------t--------i----, ~ 0 . . . . . . . . . . . . • • . . . . . . . . . . . . . . . . • • . . : . . . . . . . . . . . . . . . . . . . . . . • . • . . . • :31 ,;Qt). ... . . . . • . . TI-lESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITI-l TI-IE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE . . . . . . ENGINEER'S SEAL; 10/1/25 DATE § xp. 3/31 / ~1---__j_------------------------------------+------t--------j YU TAGAI, RCE No. 86614 PREPARED BY: . . . . . . . . . . . . . • . . . . . . . . . . . ■ a: 0 LU 0 -en I __. I -<( a: I- • BENCHMARK: . . . . . 1·:: . . . . . • • . . . . . • 0 • ·o . . . . • •o • • . . . . . . . . .. '\ • . o .. -j, -• . ... ;-.. . . . . ....... . . . . . . . . . . . • . . . . . . . . . . . . . . . . . . ~ • ..•. ·~+ . . COUNTY OF RIVERSIDE BENCHMARK "EL-40-80" (F 307 RESET) STANDARD BRASS DISK IN 6"X6" CONCRETE POST STAMPED F-307 RESET 1946 ELEVATION: 1273.655' (INSTALL DATE: 08/26/1980) 0 PAVING LEGEND: . . . . . . . . . . . . . . . . . . CONSTRUCT TYPE II SLURRY SEAL ONLY. CRACK FILL NOT REQUIRED CONSTRUCTION NOTES: SEE SHEET 2 FOR CONSTRUCTION NOTES . STRIPING NOTES: SEE SHEET 2 FOR STRIPING NOTES. PAVEMENT NOTES: 1. AFTER MILLING PAVEMENT TO SPECIFIED DEPTH, SEAL/REPAIR ANY CRACKS PRIOR TO APPLICATION OF TACK COAT. 2. HEADER GRIND AT BEGINNING AND END OF MILLING SEGMENTS. 3. EDGE GRIND ADJACENT TO CONCRETE GUTTER 4. INSTALL TEMPORARY ASPHALT RAMPS/WEDGES AROUND ALL MANHOLES/VALVES AFTER MILLING . 5. ASPHALT OVERLAY CROSS SLOPES SHALL BE 2.0% MIN. 1" = 40' 20 0 40 80 120 CITY OF LAKE ELSINORE SHEET 4 OF 8 SHEETS CITY PROJECT NO. " CITY ENGINEER \ 10/1 /25 SCALE: 1 •=30, I c==J===========---------------------------J_ ____ j_ ____ t...::c:::1TY~~O::.F_:L~A:K:_:E~ELS:::::l:.:NO:::R:E::..._ _____________ L __ .:::::::::::... __ .L~C::., !N!EO!!;R~V~A~N!!_I ____________ ..JD2,!AlJT~E _____ ....J ___ :..,_.:.:, _______________ ...1. ________________ ....1.. ______ ___.                                56 57 5655 56 50 51 5054 5553 55 55 55 53 56 5553 5553 50 5054 55 51 56 50 54 04/23/2026 04/12/2026 B. SAS 53 53 53 53 53 53 53 127' 151' 498' 498'158' 650' 650' 1 1 1 1 1 1 1 04/23/2026 04/12/2026 B. SAS 53 53 53 53 53 53 53 53 140' 126' 300' 140' 244' 72' 195' 178' 1 1 1 1 1 1 1 04/23/2026 04/12/2026 B. SAS 53 53 53 53 53 53 53 53 53 312' 312' 225' 150' 193' 102' 205' 205' 202' 1 1 1 1 1 1 1 1 04/23/2026 04/12/2026 B. SAS 53 53 53 53 53 53 53 53 53 53 53 60' 150' 61' 30' 581' 581' 161' 390' 390' 390' 1 1 1 04/23/2026 04/12/2026 B. SAS