Loading...
HomeMy WebLinkAboutAPPROVED - STREET IMP. DELTA 3 DWG NO. 6165CITY OF FONTANA STREET IMPROVEMENT PLANS I-15 LOGISTICS CENTER STREET GENERAL NOTES: 1.ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK"). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED. 2.WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. 3.ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 4.CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610. 5.THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON-METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. 6.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. 7.THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. 8.THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL FOR GROUND MOVEMENT. 9.NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT-OF-WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. 10.THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION. HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. 11.THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. 12.THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. 13.CURVE DATA REFERS TO THE FACE OF CURB. 14.STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED. 15.ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION. 16.THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCHMARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 17.REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCHMARKS, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. 18.THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES. 19.THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. 20.ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES PER HOUR. 21.THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT-OF-WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. 22.NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 23.A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE-WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. 24.CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. 25.THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE TIME OF CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS. 26.ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. 27.THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL. 32. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET SECTIONS SHALL BE RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. 33.ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 34. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER. 36. AS-BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. CITY OF FONTANA, UTILITY NOTIFICATION LIST CITY OF FONTANA 8353 SIERRA AVE FONTANA, CA 92335 (909) 350-6632 SO. CALIF. GAS COMPANY 1981 W. LUGONIA AVE REDLANDS, CA 92374 (909) 335-7967 EMERGENCIES: (800) 427-2200 SO. CALIF. EDISON COMPANY 300 N. PEPPER AVE RIALTO, CA 92376 (909) 820-5598 - UNDERGROUND (909) 875-5100 - TRANSMISSION (213) 637-1233 - PIPELINES (909) 357-6505 - DISTRIBUTION CUCAMONGA VALLEY WATER DISTRICT 10440 ASHFORD STREET RANCHO CUCAMONGA, CA 91730 (855) 654-2893 FRONTIER COMMUNICATIONS (877) 908-1288 REFUSE BURRTEC DISPOSAL 9454 CHERRY AVENUE FONTANA, CA 92335 (909) 822-9739 AT&T 22311 BROOKHURST ST SUITE 203 HUNTINGTON BEACH, CA 92646 (714) 963-7964 SPRINT 2592 DUPONT DR IRVINE, CA 92612 (800) 659-9698 TIME WARNER CABLE 1500 AUTO CENTER DR ONTARIO, CA 91761 (909) 975-3439 SUNESYS, LLC 1325 PICO ST #106 CORONA, CA 92881 (951) 278-0400 UNDERGROUND SERVICE ALERT (800) 422-4133 TIME WARNER/ ADELPHIA (888) 892-2253 CHARTER COMMUNICATIONS (866) 499-8080 PRIVATE ENGINEER'S NOTICE TO CONTRACTOR THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES AND/OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED BY THE CONTRACTOR, SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR GRADE OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER LINES NOT ON RECORD OR NOT SHOWN ON THESE PLANS. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, HE WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE DESIGN PROFESSIONAL. UNAUTHORIZED CHANGES AND USES: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. PROJECT LOCATION VICINITY MAP NOT TO SCALE 66 15 215 ONT A R I O FR E E W A Y M O J A V E F R E E W A Y N R I V E R S I D E SI E R R A AV E N U E L Y T L E C R E E K R O A D D E V O R E R O A D GLEN HE L E N PAR K W A Y C A J O N B O U L E V A R D GLEN HELEN REGIONAL PARK SAN BERNARDINO NATIONAL FOREST OWNER/DEVELOPER Mr. PATRICK DANIELS (949) 342 - 8000 CONTACT: NEWPORT BEACH, CA 92660 1300 DOVE ST, SUITE 200 I-15 LOGISTICS, LLC. CIVIL ENGINEER JODI MENSEN, P.E. (909) 912-7340 CONTACT: ONTARIO, CA 91764 4141 E. INLAND EMPIRE BLVD, SUITE 250 DAVID EVANS & ASSOCIATES JMENSEN@DEAINC.COMSOILS ENGINEER P: \ C \ C P R K I 1 5 L 0 0 0 1 \ 0 4 0 0 C A D \ E C \ S H E E T S \ O f f s i t e \ S t r e e t \ E C - C V - C P R K I 1 5 L . d w g A u g 2 2 , 2 0 2 4 - 4 : 3 1 p m b y S d j c No. 79693 RP FO REGISTER E D ESSIONAL E N G I CIV I L S T A TE OF CA L R A I F O NI N EER J O DI LI N D S EY M E N S EN A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 1-800-227-2600TOLL FREE YOU DIG BEFORE YOU DIG DAYS BEFORE DIAL TWO WORKING AND CARRIED FORTH IN A DILIGENT MANNER, THE PLANS TO BRING THEM INTO CONFORMANCE WITH CITY ENGINEER MAY REQUIRE REVISIONS TO THE YEARS OF THE DATE OF APPROVAL SHOWN HEREON IMPROVEMENTS NOT COMMENCE WITHIN TWO SHOULD CONSTRUCTION OF THE REQUIRED STANDARDS IN EFFECT.CITYREVISION DESCRIPTIONREV.DATE ENGR.DATE GIA LAM KIM CITY ENGINEER R.C.E. 62296 CITY OF FONTANA, CALIFORNIA JODI MENSEN R.C.E. 79693 Prepared Under The Supervision Of : OER OER JLM Date :CHECKED BY: DRAWN BY: DESIGNED BY: APPROVED BY: 11/17/2021 DRAWING NO.: DATE: SCALE: DATE: SERVICE ADDRESS: AS SHOWN 4121 COYOTE CANYON ROAD BASIS OF BEARING BENCHMARK: THE SOUTHERLY LINE OF THE NE 1/4 OF SECTION 18, TIN, R5W PER RECORD OF SURVEY 114/79-80 SHOWN AS: N 89°46'51"E LOCATION: NGS BENCHMARK RF42A DISC IN N/W LEG OF CONCRETE BASE OF SCE TOWER NO. 17-2. LOCATED NEAR SIERRA AVENUE APPROX. 1.95 MILES SOUTH OF INTERSTATE HIGHWAY 15 ELEVATION: 1706.93 (NAVD88) 166165 STREET IMPROVEMENT PLANS TITLE SHEET INDEX MAP SCALE: 1" = 200' DRAWING LIST SHEET NO.Sheet Description 1 TITLE SHEET 2 STORM DRAIN LATERALS 4 STREET SECTIONS AND DETAILS 5 COYOTE CANYON ROAD STA 9+00 TO STA 17+00 6 COYOTE CANYON ROAD STA 17+00 TO STA 26+00 7 COYOTE CANYON ROAD STA 26+00 TO STA 36+50 8 COYOTE CANYON ROAD STA 36+50 TO STA 46+00 9 COYOTE CANYON ROAD STA 46+00 TO SIERRA AVENUE 10 COYOTE CANYON ROAD STREET SECTIONS 11 COYOTE CANYON ROAD STREET SECTIONS 12 COYOTE CANYON ROAD STREET SECTIONS 13 COYOTE CANYON ROAD STREET SECTIONS 1 3 PUBLIC STORM DRAIN PLAN AND PROFILE FOR LINE H, B3, E AND G 10532 ACACIA ST, SUITE B6 RANCHO CUCAMONGA, CA 91730 CONTACT: STEVE OKUBO 909-527-8773 LEIGHTON GROUP NOTE: SEE TYPICAL STREET SECTION ON SHEET 4 6165 28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 29.ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. 30.APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. 31. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY ENGINEER AS DETERMINED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. STORM DRAIN ADDITIONAL GENERAL NOTES: 1. ADVANCE CONSTRUCTION SIGNING INDICATING DURATION OF PROJECT SHALL BE IN PLACE ONE WEEK PRIOR TO IMPLEMENTING DETOURS. 2.STATIONING REFERS TO THE CENTERLINE OF STORM DRAIN EXCEPT WHERE OTHERWISE NOTED. 3. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER. 4.PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES, AND VERIFY ELEVATION AND LOCATION OF CONNECTIONS. CITY APPROVAL OF CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLY CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS 5. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY. 14 COYOTE CANYON ROAD STREET SECTIONS 15 DETAILS 16 DETAILS CONSTRUCTION NOTES ITEM DESCRIPTION QUANTITY CONSTRUCT 7.5" AC PAVEMENT OVER 8" COMPACTED SUBGRADE PER SOILS REPORT 76,542 SF CONSTRUCT 8" PCC CURB & GUTTER PER CITY OF FONTANA STD. NO. 1000 4,400 LF CONSTRUCT CROSS GUTTER PER CITY OF FONTANA STD. NO. 403 (8' WIDE)110 LF CONSTRUCT CURB RETURN ACCESS RAMP PER CITY OF FONTANA STD. NO 1003 9 EA CONSTRUCT 10' WIDE DG BIKE PATH PER DETAIL ON SHT 4 41,600 SF CONSTRUCT COBBLE STONE BUFFER PER FONTANA STD. NO. 5045 20,800 SF REMOVE EXISTING A.C. PAVEMENT 67,190 SF GRIND AND OVERLAY EXISTING A.C. PAVEMENT (MIN 0.17')9,550 SF INSTALL STREET LIGHT STANDARD COBRA HEAD PER CITY OF FONTANA STD. NO. 1017 15 EA PROTECT EXISTING SCE POWER POLE IN PLACE N/A N/A REMOVE AND RELOCATE EXISTING SCE POWER POLE PER SEPARATE PLAN N/A N/A REMOVE EXISTING STREET SIGN PER SEPERATE PLAN N/A N/A PROTECT IN PLACE EXISTING PAVEMENT N/A N/A CONSTRUCT COMMERCIAL DRIVEWAY PER CITY OF FONTANA STD. NO. 1001. WIDTH PER PLAN.2 EA CONSTRUCT 4" AC PAVEMENT OVER 4" CLASS 2 BASE PER SOILS REPORT 4,575 SF SAWCUT TO A CLEAN STRAIGHT LINE AND REMOVE 5' WIDE MINIMUM EXISTING AC PAVEMENT AS NECESSARY 500 LF CONSTRUCT 8" TO 1" DRIVEWAY CURB TRANSITION PER CITY OF FONTANA STD. NO. 1001 2 EA CONSTRUCT 3" AC PAVEMENT OVER 4" CLASS 2 BASE PER SOILS REPORT 444 SF ADJUST EXISTING WATER VALVE TO GRADE 6 EA CONSTRUCT 4" PCC SIDEWALK 830 SF INSTALL CABLE RAILING ON TOP OF HEADWALL PER CALTRANS STD NO. B11-47 1 EA INSTALL 12" RCP STORM DRAIN, D-LOAD=1250 80 LF INSTALL 24" RCP STORM DRAIN, D-LOAD = 1250 185 LF INSTALL 48" RCP STORM DRAIN, D-LOAD=1500 450 LF INSTALL 54" RCP STORM DRAIN, D-LOAD=1500 80 LF INSTALL 60" RCP STORM DRAIN, D-LOAD=1400 115 LF INSTALL CATCH BASIN PER CITY OF FONTANA STD NO. 3004 AND PER PLAN ON SHEET 3 2 EA INSTALL CATCHBASIN PER SPPWC STD 303-4 (5 GRATES)2 EA INSTALL BIOCLEAN SCREEN FILTER INSERT PER DETAIL ON SHEET 2 4 EA INSTALL CONCRETE COLLAR PER SPPWC STD. 380-4 3 EA INSTALL RISER PER DETAIL ON SHEET 2 1 EA INSTALL HEADWALL PER CITY OF FONTANA STD NO. 3020 2 EA INSTALL HEADWALL DETAIL PER CALTRANS STA. D89 4 EA CONSTRUCT MODIFIED WINGWALL PER CALTRANS DETAIL NO. D90, TYPE "A"2 EA INSTALL TRASH RACK PER SPPWC STD. NO. 361-2 3 EA INSTALL PIPE RISER WITH DEBRIS RACK CAGE TYPE A PER CALTRANS STANDARD DRAWING D93C 1 EA CONSTRUCT CONCRETE ENCASEMENT OF STORM DRAIN PIPE PER WEST VALLEY WATER DISTRICT STD. DWG. W-27 1 EA INSTALL PIPE ANCHORS PER SPPWC STD. DWG. 221-2 1 EA INSTALL STORM DRAIN MANHOLE PER CITY OF FONTANA STD NO. 3012 1 EA CONSTRUCT 8" PCC CLASS 560-C-3250 PER CITY OF FONTANA STD NO. 1001 306 SF CONSTRUCT 4.5" AC PAVEMENT OVER 4" CLASS 2 BASE PER SOILS REPORT 117,152 SF INSTALL CABLE RAILING ON TOP OF HEADWALL PER CALTRANS STD NO. B11-47 1 EA INSTALL RSI MSKT-SP-MGS CALTRANS END ANCHOR PER DETAIL ON SHEET 2 1 EA PROPOSED V-GUTTER AND RIP-RAP PER DETAIL ON SHEET 7 1 EA INSTALL GUARDRAIL WITH W6X9 POSTS PER CALTRANS STD RSP A77L2. SEE DETAIL ON SHEET 16 1 EA 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 30 31 32 33 34 35 36 37 38 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 COYOTE CANYON ROAD SI E R R A A V E N U E A V E N U E 9A COYOTE CANYON ROAD STA 46+00 TO SIERRA AVENUE (INTERIM) SHEET 5 SHEET 6 SHEET 7 SHEET 8 SHEET 9 STORM DRAIN HORIZONTAL AND VERTICAL ADJUSTMENTS DUE TO EXISTING WATER MAIN CONFLICT 11/7/22 JLM 2 STORM DRAIN LINE H AND G REALIGNMENTS, PAVEMENT SECTION REVISIONS, AND ROAD HORIZONTAL AND VERTICAL REALIGNMENT FROM STA 34 TO STA 51+82 7/2/24 JLM 1 2 2 RED UNDER TH 12/1/21 2 T S3 S3 Xref M:\DFA Project Files\2013 files\13024 (I-15 Logistics, Fontana - Getchell - Cap Rock)\13024consultants\structural\S-2.1=20-203.dwg 8/27/24 8/27/24 RED UNDER TH 12/1/218/27/24 8/29/24 GLK 8/29/24 GLK 8/29/24 LINE 'B' LINE 'D' LATERAL 'D1' LINE 'C' LY T L E 1"=40' 1"=40' 1"=40' 1"=40' INSTALL 48" RCP STORM DRAIN, D-LOAD=1500 INSTALL 60" RCP STORM DRAIN, D-LOAD=1400 INSTALL CATCH BASIN PER CITY OF FONTANA STD NO. 3004 AND PER PLAN ON SHEET 3 INSTALL RISER PER DETAIL ON SHEET 2 INSTALL HEADWALL PER CITY OF FONTANA STD NO. 3020 INSTALL BIOCLEAN SCREEN FILTER INSERT PER DETAIL ON SHEET 2 UTILITY CROSSINGS 32 34 35 37 40 41 STORM DRAIN CONSTRUCTION NOTES OFFSITE STORM DRAIN TYPICAL SECTION INSTALL CATCHBASIN PER SPPWC STD 303-3 (5 GRATES)36 LINE 'F' 1"=40' INSTALL HEADWALL DETAIL PER CALTRANS STA. D8942 CONSTRUCT MODIFIED WINGWALL PER CALTRANS DETAIL NO. D90, TYPE "A" 43 1"=10' LINE 'H' OUTLET STRUCTURE DETAIL 'A' - CALTRANS D90, TYPE 'A'43 P: \ C \ C P R K I 1 5 L 0 0 0 1 \ 0 4 0 0 C A D \ E C \ S H E E T S \ O f f s i t e \ S t r e e t \ E C - S T - C P R K I 1 5 L - D T . d w g D e c 0 2 , 2 0 2 1 - 7 : 0 6 p m b y O x r No. 79693 RP FO REGISTER E D ESSIONAL E N G I CIV I L S T A TE OF CA L R A I F O NI N EERJ O DI LI N D S EY M E N S EN CITYREVISION DESCRIPTION REV. DATE ENGR.DATE OER OER JLM DATE: DATE: INSTALL 54" RCP STORM DRAIN, D-LOAD=150033 INSTALL CONCRETE COLLAR PER SPPWC STD. 380-438 INSTALL TRASH RACK PER SPPWC STD. NO. 361-244 INSTALL 48" HDPE STORM DRAIN39 196 6 . 4 196 5 . 6 197 2 . 4 196 8 . 3 197 4 . 1 197 4 . 9 197 1 . 9 197 0 . 6 196 8 . 6 19 7 5 19651970 1980 1990 1980 PP 24+92.18 1948.00 INV REFER TO ONSITE SD PLANS 26+06.35 1972.00 INV REFER TO ONSITE IMPROVEMENT PLANS FOR INLET DETAIL L Y T L E C R E E K RO A D 1 4 + 0 0 15 + 0 0 1977 34 S=21. 0 % 1975 S26°01'32"E 114.16' 199 6 . 6 19 9 5 20 0 0 20 2 0 201 0 33 15+18.22 1980.54 INV REFER TO ONSITE SD PLANS 16+06.88 1991.35 INV LY T L E CR E E K RO A D 1999 S71°18'43"E 88.66' 60' 37.5'22.0' 16' 22' 23' 15+78.16 1981.73 INV38 19 9 5 S=2.5% 10+0011+0011+62 11+36.47 1997.85 INV 10+64.30 1996.05 INV JOIN ONSITE STORMDRAIN CR E E K RO A D 32 20 0 6 S23°48'52"E 71.84' 20 0 8 . 6 20 0 8 . 9 20 0 4 . 6 20 0 8 . 5 20 1 1 . 2 20 1 1 . 5 20 0 8 . 6 20 1 0 . 5 20 1 4 . 8 20 1 5 . 9 20 0 9 . 7 20 1 0 . 7 20 1 1 . 4 20 1 1 . 7 S = 4 . 7 % S=4.7% 37+0038+0 0 3 8 + 5 4 DEBRIS BASIN 2 LY T L E CR E E K R O A D 36 + 0 0 3 7 + 0 0 S27°55'39"E 38+20.09 1998.43 INV S17°04'21"W 26.71' Δ=45°00'00" R=45.00' 2008 2005 2004 38+54.15 2000.03 INV 37+43.56 1994.82 INV JOIN ONSITE STORMDRAIN 39 37+84.75 1996.75 INV 19 7 8 . 8 19 8 0 . 6 19 7 0 1 9 7 5 20 0 0 PP 17 + 0 0 10+0011+00 10+00.00 1944.19 INV 11+57.07 1978.94 INV 32 S20°12'53"E 157.07' 60' 37.5'22.5' 15.5' L Y T L E CR E E K R O A D S=17.7%S=56.1% 11+39.11 1968.87 INV38 27 . 7 5 ' 1 6 . 9 0 ' 47 . 5 0 ' 12°28'39"' 25°0'0"' EX. EASEMENT 6.72' TW 1942.2 TF 1940.4 TW 1942.1 TF 1938.5 TW 1949.9 TF 1937.6TW 1951.9 TF 1937.6 RIP-RAP CLASS 5 T=3.3',L=27.8 W=35.8' 35. 8 2 ' 4.00' RED UNDER TH 12/1/21 2-24-22 33 15+18.22 1980.54 INV REFER TO ONSITE SD PLANS 16+11.11 1992.77 INV LY T L E CR E E K RO A D 1999 S71°18'43"E 92.90' 60' 37.5'22' 16' 22' 23' 15+78.16 1981.73 INV38 INSTALL 48" RCP STORM DRAIN, D-LOAD=1500 INSTALL 60" RCP STORM DRAIN, D-LOAD=1400 INSTALL CATCH BASIN PER CITY OF FONTANA STD NO. 3004 AND PER PLAN ON SHEET 3 INSTALL RISER PER DETAIL ON SHEET 2 INSTALL HEADWALL PER CITY OF FONTANA STD NO. 3020 INSTALL BIOCLEAN SCREEN FILTER INSERT PER DETAIL ON SHEET 2 32 34 35 37 40 41 STORM DRAIN CONSTRUCTION NOTES INSTALL CATCHBASIN PER SPPWC STD 303-3 (5 GRATES)36 INSTALL HEADWALL DETAIL PER CALTRANS STA. D8942 CONSTRUCT MODIFIED WINGWALL PER CALTRANS DETAIL NO. D90, TYPE "A" 43 INSTALL 54" RCP STORM DRAIN, D-LOAD=150033 INSTALL CONCRETE COLLAR PER SPPWC STD. 380-438 INSTALL TRASH RACK PER SPPWC STD. NO. 361-244 INSTALL 48" HDPE STORM DRAIN39 OFFSITE STORM DRAIN TYPICAL SECTION REVISIONS TO LINE D HEADWALL 8/27/24 JLM REV. 2 DATE: Q 100 = 320.4 CFS, V 100 = 51.5 F/S Q 100 = 78.8 CFS, V 100 = 20.7 F/S Q 100 = 21.2 CFS, V 100 = 11.3 F/S Q 100 = 21.2 CFS, V 100 = 42.27 F/S Q 100 = 10.6 CFS V 100 = 23.6 F/S 3 8/29/24GLK 8/29/24 REVISIONS TO LINE H AND GUARDRAIL 9/26/24 JLM3 9/30/24 LATERAL 'B3' 1"=40' CONSTRUCT MODIFIED WINGWALL PER CALTRANS DETAIL NO. D90, TYPE "A"43 INSTALL 12" RCP STORM DRAIN, D-LOAD=125030 PROFILE SCALES HORI=. 1"=40' VERT. 1"=4' P: ? C ? C P R K I 1 5 L 0 0 0 1 ? 0 4 0 0 C A D ? E C ? S H E E T S ? O I I V L W H ? S W U H H W ? E C - S T - C P R K I 1 5 L - D T . G Z J S H S 1 3 , 2 0 2 4 - 1 : 3 0 D P E \ O [ U NR. 79693 RP FO REGISTER E D ESSIONAL E N G I CIV I L S T A TE OF CA L R A I F O N I N EERJ O DI LI N D S EY M E N S EN CITYREVISION DESCRIPTIONREV.DATE ENGR.DATE OER OER JLM DATE: DATE: INSTALL 24" RCP STORM DRAIN, D-LOAD = 1250 INSTALL 48" RCP STORM DRAIN, D-LOAD=1500 INSTALL CATCH BASIN PER CITY OF FONTANA STD NO. 3004 AND PER PLAN ON SHEET 3 INSTALL RISER PER DETAIL ON SHEET 2 INSTALL HEADWALL PER CITY OF FONTANA STD NO. 3020 INSTALL BIOCLEAN SCREEN FILTER INSERT PER DETAIL ON SHEET 2 UTILITY CROSSINGS LINE 'E' 1"=40' 31 32 35 37 40 41 STORM DRAIN CONSTRUCTION NOTES INSTALL CATCHBASIN PER SPPWC STD 303-4 (5 GRATES)36 LINE 'H' 1"=40' LINE 'G' 1"=40'INSTALL CONCRETE COLLAR PER SPPWC STD. 380-4 PER DETAIL ON SHEET 1638 INSTALL PIPE RISER WITH DEBRIS RACK CAGE TYPE A PER CALTRANS STANDARD DRAWING D93C 45 CONSTRUCT CONCRETE ENCASEMENT OF STORM DRAIN PIPE PER WEST VALLEY WATER DISTRICT STD. DWG. W-27 46 INSTALL PIPE ANCHORS PER SPPWC STD. DWG. 221-2 PER DETAIL ON SHEET 1547 PROPOSED STORM DRAIN TO HAVE 4FT MINIMUM SEPARATION FROM NEAREST WATER MAIN JOINT AND 1FT VERTICAL SEPARATION BELOW THE EXISTING WATER MAIN (WALL TO WALL). NO STORM DRAIN JOINTS ALLOWED WITHIN 4FT OF WATER MAINS NOTE INSTALL STORM DRAIN MANHOLE PER CITY OF FONTANA STD NO. 301248 INSTALL HEADWALL DETAIL PER CALTRANS STA. D89 PER DETAIL ON SHEET 1542 INSTALL TRASH RACK PER SPPWC STD. NO. 361-2 PER DETAIL ON SHEET 1544 INSTALL CABLE RAILING ON TOP OF HEADWALL PER CALTRANS DETAIL NO. B11-4751 4" AC LOCAL DEPRESSION DETAIL NOT TO SCALE 30" MIN. 36"MAX. 30" MIN. 36"MAX. 1" M I N . CMP RISER DIAMETER PER PLAN EXISTING SURFACE 4" AC 3:1 3:1 C O Y O T E C A N Y O N R O A D 10 + 0 0 11 + 0 0 1 1 + 0 0 S=0. 5 % S22°04'24"E 41.32' 60' 37.5'22.5' 15.5'22.0'22.5' RIP - R A P C L A S S 5 6 7 . 0 8 ' 12+45.28 1947.20 INV 1955.82 TC 5-GRATES V=8.6' 12+29.71 1945.38 INV REFER TO ONSITE SD PLANS 12+8 8 . 6 0 1947 . 4 1 I N V 195 5 . 7 6 T C 5-G R A T E S V=8. 4 ' 31 19 5 8 10+ 7 7 . 6 6 MH 11+ 2 7 . 6 2 11+ 4 8 . 0 8 10+ 5 5 . 9 8 EC 11+ 1 5 . 5 7 11+ 3 9 . 4 3 13+33.34 1994.74 INV TC V=6.1' W=14' 1 2 + 0 0 13+00 LINE 'E' 2000.90 S=1.0% 2000.23 33 + 0 0 34 + 0 0 S=18.8% 13+77.27 1995.18 INV 2000.87 TC 5-GRATES V=5.7' 13+15.41 1984.01 INV REFER TO ONSITE SD PLANS S=67.2% 31 2 0 0 1 S25°44'11"E O L Q H N W 1 / 4 S H F W L R Q 1 8 . 9 + 0 0 1 0 + 0 0 10+ 0 0 11+00 11+56.74 1950.25 INV 10+ 6 3 . 9 4 19 3 9 . 4 4 I N V SEE O N S I T E SD P L A N S PROP. R/W 38 32 48 42 44 1958 23' 60' 38'17' C1 S3°16'26"W 70.64' REMOVE EX HEADWALL EXISTING R/W 10 + 7 7 . 6 6 MH EX SCE CONDUIT 11 + 2 7 . 6 2 11 + 4 8 . 0 8 10 + 5 5 . 9 8 EC 10 + 8 6 . 1 0 BC 38 38 11 + 1 5 . 5 7 47 11 + 3 9 . 4 3 4 7 + 0 0 4 8 + 0 0 10+0011+00 10+87.74 2031.66 INV END 10+17.49 2030.61 INVS=1.5% ( 2 0 3 6 . 2 E G ) 10 + 3 3 . 1 3 BE G I N 10 + 7 8 . 1 8 EN D 3' 30 S47°14'27"E 70.25' 92.8' 48" RCP (DL=1500) Q100=134.3 CFS, V100=28.2 FPS 1/2" CONCRETE COVER OR APPROVED EQUAL REQUIRED DUE TO VELOCITY FINISHED SURFACE EXISTING GROUND - 9 . 9 1 % EX HEADWALL TO BE REMOVED 1946.4 BOT EX. 18" WA - 3 1 . 9 2 % 12" MIN PROP R/W PRIVATE SD SEE ONSITE IMPROVEMENTS 47 47 -0.76% PROP HEADWALL 1951.0 BOT EX. SCE CONDUIT 1951.5 BOT EX. 2" WA EX R/W 100 YR HGL FINISHED SURFACE EXISTING GROUND 41.32' 18" RCP (DL=1250) Q100=3.16 CFS 15.45' 24" RCP (DL=1250) Q100=6.32 CFS R/W PROP. MH -0.50% (194 6 . 4 7 ) BOT E X . 18" W A REFER TO ONSITE IMPROVEMENTS -6. 4 9 % 12" MIN FINISHED SURFACE EXISTING GROUND 43.93' 24" RCP (DL=1250) Q100=4.30 CFS R/W PROP. MH 15.93' 24" RCP (DL=1250) Q100=8.60 CFS R/W -1.00% - 1 8 . 8 5 % - 6 7 . 2 2 % - 6 7 . 2 2 % REFER TO ONSITE IMPROVEMENTS R/W 70.25' 12" RCP (DL=2250) FINISHED SURFACE EXISTING GROUND -1.50% 20 2 7 . 5 0 T O P EX . 1 8 " W A 20 2 9 . 1 4 T O P EX . 1 0 " W A 1.59' 3.08' CURVE TABLE CURVE C1 LENGTH 30.12' RADIUS 45.00' DELTA Δ=38°20'58" NOTE: ALL IMPROVEMENTS ON APN 023907131 CANNOT BE CONSTRUCTED UNTIL AGREEMENT AND EASEMENT WITH PRIVATE PROPERTY OWNER IS IN PLACE LINE 'G' 1"=40' 4 7 + 0 0 4 8 + 0 0 10+0011+00 10+87.74 2031.66 INV END 10+17.49 2030.61 INVS=1.5% 30 ( 2 0 3 S47°14'27"E 70.25' 10 + 3 3 . 1 3 BE G I N 10 + 7 8 . 1 8 EN D 3' LINE 'G' 1"=40' 4 7 + 0 0 4 8 + 0 0 10+0011+00 10+87.74 2031.66 INV END 10+17.49 2030.61 INVS=1.5% ( 2 0 3 S47°14'27"E 70.25' 10 + 3 3 . 1 3 BE G I N 10 + 7 8 . 1 8 EN D 3'2 0 ' 2 - ST STA 47+18.68 START - ST STA 47+38.68 END 47+39 . 2 2 C O Y O T E C A N Y O N =10+5 5 . 6 5 L I N E G 11/7/22 JLM 2 STORM DRAIN LINE H AND G REALIGNMENTS 9/19/23 JLM STORM DRAIN HORIZONTAL AND VERTICAL ADJUSTMENTS DUE TO EXISTING WATER MAIN CONFLICT1 9/26/24 JLM3STORM DRAIN LINE H REVISIONS 3 3 3 RED UNDER TH 12/1/219/3/24 4451 GLK 8/29/24 8/29/24GLK 8/29/24 9/30/24 DRIVEWAY DETAIL 11+75.65 1"=20' COYOTE CANYON ROAD (TI=7) 561122 COYOTE CANYON ROAD COYOTE CANYON ROAD DRIVEWAY DETAIL 35+81.45 & 37+46.61 1"=20' OLD LYTLE CREEK ROAD 1"=20' PRIVATE DWY ENTRANCE #2 1"=20' PRIVATE DWY ENTRANCE #1 1"=20' OLD LYTLE CREEK ROAD 1"=20' COYOTE CANYON ROAD P: \ C \ C P R K I 1 5 L 0 0 0 1 \ 0 4 0 0 C A D \ E C \ S H E E T S \ O f f s i t e \ S t r e e t \ E C - S T - C P R K I 1 5 L - D T . d w g M a r 1 8 , 2 0 2 4 - 8 : 2 6 a m b y O x r No. 79693 RP FO REGISTER E D ESSIONAL E N G I CIV I L S T A TE OF CA L R A I F O N I N EERJ O DI LI N D S EY M E N S EN CITYREVISION DESCRIPTIONREV.DATE ENGR.DATE OER OER JLM DATE: DATE: COYOTE CANYON ROAD/SIERRA AVE INTERSECTION 1"=10' DECOMPOSED GRANITE TRAIL DETAIL COYOTE CANYON ROAD (TI=7) 561122 PRIVATE DWY ENTRANCE #3 1"=20' DRIVEWAY DETAIL 14+34.94 1"=10' S I E R R A A V E CO Y O T E C A N Y O N R O A D COYOTE CANYON ROAD (TI=7) 561122 CONSTRUCTION NOTES CONSTRUCT 7.5" AC PAVEMENT OVER 8" COMPACTED SUBGRADE PER SOILS REPORT CONSTRUCT 8" PCC CURB & GUTTER PER CITY OF FONTANA STD. NO. 1000 CONSTRUCT CROSS GUTTER PER CITY OF FONTANA STD. NO. 403 (8' WIDE) CONSTRUCT 10' WIDE DG BIKE PATH PER DETAIL ON SHT 4 CONSTRUCT COBBLE STONE BUFFER PER FONTANA STD. NO. 5045 GRIND AND OVERLAY EXISTING A.C. PAVEMENT (MIN 0.17') REMOVE AND RELOCATE EXISTING SCE POWER POLE PER SEPARATE PLAN PROTECT IN PLACE EXISTING PAVEMENT CONSTRUCT 4" AC PAVEMENT OVER 4" CLASS 2 BASE PER SOILS REPORT CONSTRUCT 8" TO 1" DRIVEWAY CURB TRANSITION PER CITY OF FONTANA STD. NO. 1001 CONSTRUCT 3" AC PAVEMENT OVER 4" CLASS 2 BASE PER SOILS REPORT ADJUST EXISTING WATER VALVE TO GRADE INSTALL 24" RCP STORM DRAIN, D-LOAD = 1250 CONSTRUCT 8" PCC CLASS 560-C-3250 PER CITY OF FONTANA STD. NO. 1001 1 2 3 5 6 8 11 13 15 17 18 19 21 49 1960.86 TC 1960.19 FL 1964.98 TC 1964.31 FL1963.07 TC 1962.40 FL 1962.57 TC 1961.90 FL 19 6 3 . 0 1 FS15 . 5 0 ' 12+00 11 + 4 2 . 0 1 BC R 1 2 + 2 7 . 6 0 B C R 1 5 . 5 0 ' 3.9%5.2%2 . 0 % 2. 0 % 6. 7 % 5' 1963.75 0" C.F. 1961.69 0" C.F. 4.6% 6 . 7 % 19 6 0 19 6 5 14'16' 35+00 36+00 37+00 2002.65 TC 2001.98 FL 15 . 5 0 ' 35 + 1 7 . 5 4 BC R 3.1% 2003.57 0" C.F. 3 7 + 1 0 . 3 0 B C R 3 7 + 8 2 . 9 2 E C R 2012.84 TC 2012.17 FL 2011.85 0" CF 3.9% 4.0% 4.0% 1 . 6 % 1 . 6 % 5. 5 % 1. 9 % 6. 5 % 1. 9 % 4. 5 % 1. 9 % 5. 0 ' 2006.08 0" C.F. 2.2% 2004.28 FL 2007.12 TC 2006.45 FL 3 6 + 3 8 . 9 9 B C R 1 5 . 5 ' 2010.38 0" CF 2009.95 TC 2009.28 FL 2 0 0 5 2 0 1 0 2003.83 0" C.F. 2006.00 0" C.F. 2010.25 0" CF 2011.64 0" CF 30+00 10+84.7 8 B C 2013.93 T C 2013.26 F L 8 16 13 N22°05'29"E 10.00' Δ=49°58'3 6" R=35.00' L=30.53' N2 7 ° 5 8 ' 4 7 " W 84 . 7 8 ' OLD L Y T L E C R E E K R D 10+36.98 BCR 2006.82 TC 2006.15 FL STA: 29+89.34 LYTLE CREEK ROAD = STA: 10+00.00 OLD LYTLE CREEK RD ENTRANCE #1 1 1 + 1 9 . 6 5 E C 2 0 1 6 . 4 8 T C 2 0 1 5 . 8 1 F L 1 1 + 2 5 . 6 5 J O I N 2 0 1 7 . 0 8 T C ( 2 0 1 6 . 4 1 E P ) 10+84.7 8 B C 2013.93 T C 2013.26 F L 10+37.00 ECR 2007.16 TC 2006.49 FL 11+11.23 EC 2015.64 TC 2014.97 FL 11+24.99 JOIN 2016.72 TC (2016.05 EP) 29+61.61 ECR 2005.37 TC 2004.70 FL 30+17.34 BCR 2006.17 TC 2005.50 FL 2005.08 FL 20 0 5 . 4 2 FL 10 . 0 % 15 . 0 % 7.2 % 2 2 11 3 15 8.7% 11 + 0 0 (2016.63) FS 2015.91 FS 20 1 3 . 6 0 FS 20 0 6 . 4 3 FS 7.6 % E P R O D U C E D W I T H 5 ' F S E T L I N E F R O M C / L 6 0 ' W A S E S T ' D H E R E O N 44+00 45+00 N64°00'15"W 32.23' Δ = 5 3 ° 2 9 ' 1 1 " R = 3 5 . 0 0 ' L = 3 2 . 6 7 ' S 6 2 ° 3 0 ' 3 4 " W 7. 9 9 ' 19 13 O L D L Y T L E C R E E K R D STA: 44+36.18 LYTLE CREEK ROAD = STA: 26+19.63 OLD LYTLE CREEK RD ENTRANCE #2 25+42.71 BC 2030.73 TC 2030.06 FL 25+32.06 JOIN (2029.97 EP) 25+77.61 ECR/BC 2030.62 TC 2029.95 FL 25+41.58 EC 2029.60 EP 25+31.96 JOIN (2029.51 EP) 44+08.18 ECR 2030.11 TC 2029.44 FL 44+77.73 BCR 2030.71 TC 2030.04 FL 2029.55 FL 2029.85 FL 2 2 3 15 0. 9 % (2029.88) FS 26 + 0 0 8 16 L=37.56' R=15.00' Δ=143°29'11" T=45.47 L=22.18' R=15.00' Δ=84°41'12" T=13.67 0. 8 % (1 . 3 % ) 3. 8 % 25+54.76 2030.85 TC 2030.18 FL APN:023909208 SCE ROW GB 46+00 49 COYOTE CANYON ROAD 45+95.61 C/L DRIVEWAY W=16' 17 (2032.3 EG) JOIN (2032.6 EG) JOIN 6. 5 % 2032.36 TC 2031.69 FL 2032.15 TC 2031.48 FL 17 60 ' 49+00 COYOTE CANYON ROAD 49 17 (2036.8 EG) JOIN 48+99.31 C/L DRIVEWAY W=16' (2036.2 EG) JOIN 2036.90 TC 2036.23 FL 2036.61 TC 2035.94 FL17 4. 8 % 54 + 0 0 54 + 5 6 20 4 3 . 7 5 T C 20 4 3 . 0 8 F L (204 6 . 6 7 ) FS~J O I N 1.5% 2042 . 6 4 FS (204 6 . 9 5 ) FS~J O I N (204 5 . 7 0 ) FS~J O I N (2041.96 TC) (2041.29 FL) (2047.57 TC) (2046.90 FL) 20 4 3 . 6 6 T C 20 4 2 . 9 9 F L 2042. 8 2 T C 2042. 1 5 F L 2042. 5 2 T C 0" CF 2042. 3 7 T C 0" CF 2046.03 TC 0" CURB 2046.13 TC 0" CURB 20 4 3 . 9 7 T C 20 4 3 . 3 0 F L 2042 . 7 6 EP 2042 . 4 0 EP 2 0 4 6 . 3 9 E P 20 4 6 . 7 2 EP 2046 . 1 4 FS (204 4 . 3 8 ) FS~J O I N (204 3 . 1 1 ) FS~J O I N (204 2 . 3 0 ) FS~J O I N 2046 . 1 4 FS 2046 . 4 1 FS 2046 . 2 3 FS 2 0 4 6 . 4 3 F S 0.2% 1.6% 5.0% 204 3 . 9 9 FS 204 2 . 0 6 FS 204 4 . 0 7 FS 2043 . 7 6 T C 0" C F 2042 . 9 2 T C 0" CF 2042. 9 8 T C 2042. 4 8 F S 2043. 0 8 T C 2042. 5 8 F S 0.4 % 1.8 % 2 0 4 7 . 4 5 T C 0 " C F 1 . 8 % 1.6% 8.3% 6.9 % 2.0 % 4 . 1 % 1.9% 2.0% 7 . 7 % 4 . 1 % 0 . 5 % 2 . 9 % L=78.09' R=34.50' Δ=129°41'32" T=73.47 EX R/W EX R/W 2047.37 FS 1 . 7 % 2047.46 FS 2047.54 FS 5 ' PROP P/L CONSTRUCTION CANNOT OCCUR UNTIL RIGHT OF WAY IS DEDICATED FROM SCE PROP TEMP SIGNAL PROP ULTIMATE SIGNAL 48+00 48+00.19 C/L DRIVEWAY W=20' 2035.07 TC 2034.46 FL17 172035.29 TC 2034.77 FL 2. 0 % 2035.18 FS 2035.49 FS (2032.1 EG) JOIN (2033.0 EG) JOIN 2. 9 % 13 22 . 5 ' 2034.98 FS 2035.29 FS8. 3 % 2036.18 FS 2034.91 FS 43' 1.7%1.6%GB GB 6. 0 % 8. 6 % 6' 6' 8. 6 % APN:023909208 SCE ROW 14+34.94 C/L DRIVEWAY W=12' 1975.24 TC 1974.57 FL 1974.42 TC 1973.75 FL COYOTE CANYON ROAD 17 17 1975.05 FS 1975.16 FS 8' 12 % 9. 3 8 % 21 49 2 DETAIL UPDATES DUE TO ROAD REALIGNMENT 9/19/23 JLM 2 2 2 RED UNDER TH 12/1/21 7/2/24 CO Y O T E C A N Y O N R O A D 20 4 3 . 7 5 T C 20 4 3 . 0 8 F L 1.5% 2042 . 6 4 FS (2041.96 TC) (2041.29 FL) 20 4 3 . 6 6 T C 20 4 2 . 9 9 F L 2042. 8 2 T C 2042. 1 5 F L 2042. 5 2 T C 0" CF 2042. 3 7 T C 0" CF 20 4 3 . 9 7 T C 20 4 3 . 3 0 F L 2042 . 7 6 EP 2042 . 4 0 EP (204 2 . 3 0 ) FS~J O I N 204 4 . 0 3 FS 204 2 . 0 6 FS 20 4 3 . 8 7 FS 2043 . 7 6 T C 0" CF 2042 . 9 2 T C 0" CF 2042 . 9 8 T C 2042. 4 8 F S 2043. 0 8 T C 2042. 5 8 F S 0.4 % 2. 0 % M A X 1 . 8 % 1.6% 8.3% 6.9 % 2.0 % 4 . 1 % 1.9% 2.0% 4 . 1 % 20 52 + 8 6 . 1 0 BE G I N S W 5' 8' 5' EX R/W EX R/W PROP P/L CONSTRUCTION CANNOT OCCUR UNTIL RIGHT OF WAY IS DEDICATED FROM SCE EX SCE VAULT AND BOLLARDS 2 DETAIL UPDATES DUE TO ROAD REALIGNMENT 9/19/23 JLM 2 2 2 RED UNDER TH 12/1/21 7/2/24 20 4 3 . 8 9 T C 20 4 3 . 2 2 F L 4.0 1 RED UNDER TH 12/1/218/27/24 8/27/24 8/29/24GLK 8/29/24GLK 8/29/24 PROFILE SCALES HORIZ. 1"=40' VERT. 1"=4' P: \ C \ C P R K I 1 5 L 0 0 0 1 \ 0 4 0 0 C A D \ E C \ S H E E T S \ O f f s i t e \ S t r e e t \ E C - S T - C P R K I 1 5 L - s h e e t 5 . d w g S e p 1 3 , 2 0 2 4 - 4 : 5 4 p m b y O x r No. 79693 RP FO REGISTER E D ESSIONAL E N G I CIV I L S T A TE OF CA L R A I F O N I N EERJ O DI LI N D S EY M E N S EN CITYREVISION DESCRIPTIONREV.DATE ENGR.DATE OER OER JLM DATE: DATE: MA T C H L I N E S E E S H E E T 6 1"= 40'scale feet 40 0 40 80 COYOTE CANYON ROAD CONSTR8CTION NOTES: 2 CONSTR8CT 8" PCC C8R% G8TTER PER CITY OF FONTANA STD. NO. 1000 5 CONSTR8CT 10' :IDE DG %IKE PATH PER DETAIL ON SHT 4 7 REMOVE E;ISTING A.C. PAVEMENT 8 GRIND AND OVERLAY E;ISTING A.C. PAVEMENT MIN 0.17' 9 INSTALL STREET LIGHT STANDARD CO%RA HEAD PER CITY OF FONTANA STD. NO. 1017 LEGEND PROPOSED A.C. PAVEMENT GRIND AND OVERLAY E;. PAVEMENT REMOVE E;ISTING PAVEMENT 6 CONSTR8CT CO%%LE STONE %8FFER PER FONTANA STD. NO. 5045 10 PROTECT E;ISTING SCE PO:ER POLE IN PLACE 11 REMOVE AND RELOCATE E;ISTING SCE PO:ER POLE PER SEPARATE PLAN 12 REMOVE E;ISTING STREET SIGN PER SEPERATE PLAN ID E N T I C A L PO I N T ID E N T I C A L PO I N T ID E N T I C A L PO I N T MA T C H L I N E S E E S H E E T 6 13 PROTECT IN PLACE E;ISTING PAVEMENT 16 SA:C8T TO A CLEAN STRAIGHT LINE AND REMOVE 5' :IDE MINIM8M E;ISTING AC PAVEMENT AS NECESSARY 35 INSTALL CATCH %ASIN PER CITY OF FONTANA STD NO. 3004 AND PER PLAN ON SHEET 3 14 CONSTR8CT COMMERCIAL DRIVE:AY PER CITY OF FONTANA STD. NO. 1001. :IDTH PER PLAN. 19 ADJ8ST E;ISTING :ATER VALVE TO GRADE 50 CONSTR8CT 4.5" AC PAVEMENT OVER 4" CLASS 2 %ASE PER SOILS REPORT 54 INSTALL G8ARDRAIL :ITH :6;9 POSTS PER CALTRANS STD RSP A77L2. SEE DETAIL ON SHEET 16 55 INSTALL RSI MSKT-SP-MGS CALTRANS END ANCHOR PER DETAIL ON SHEET 2 G8ARDRAIL LAYO8T SCALE: 1"=20' C8RVE TA%LE C8RVE C1 C2 C9 LENGTH 139.13' 365.38' 138.38' RADI8S 595.00' 600.00' 500.00' DELTA ǻ=13ƒ23'51" ǻ=34ƒ53'29" ǻ=15ƒ51'24" TANGENT 69.88' 188.55' 69.63' 2 1 0 ' 2 2 ' 2 2 ' 2 2 . 5 ' 6 0 ' PR. R: PR. R: 60 ' 37 . 5 ' 60 ' 37 . 5 ' 22 . 5 ' 22 ' 9 5. 5 ' 10 ' 22 ' 5. 5 ' E; PL N54ƒ05'16"E 37.58' C1 N40ƒ41'24 " E 187.67' C2 850 900 1000 1100 1200 1300 1400 1500 1600 170 0 50 50 2 6 7 7 5 11 12 12 11 12 12 11 11 12 12 12 10 9 14 9 16 35 35 13 219 19 SE E D E T A I L O N S H E E T 4 DE%RIS %ASIN PER ONSITE PLANS 6 5 C9 21 S E E D E T A I L O N S H E E T 4 24 " S D 18" :A 18" :A 60 " S D 48" S D 3 7 . 5 ' E;. R: APN:023907202 3 0 ' E;. R: N38ƒ41'0 3 " E PR 30' CITY SLOPE ACCESS EASEMENT 12 ST A : 1 0  3 8 . 3 8 E C ST A : 1 0  7 5 . 9 6 % C ST A : 1 2  1 5 . 0 9 E C ST A : 1 0  3 8 . 3 8 E C ST A : 1 0  7 5 . 9 6 % C ST A : 1 4  0 2 . 7 5 % C ST A : 1 2  1 5 . 0 9 E C ST A : 1 4  0 2 . 7 5 % C ST A : 1 7  6 8 . 1 3 P R C ST A : 1 1  4 2 . 0 1 % C R ST A : 1 2  2 7 . 6 0 % C R ST A : 1 1  7 5 . 6 5 C L D : Y : = 3 2 ' ST A : 1 1  0 5 . 0 0 PR S T L T ST A : 1 4  0 5 . 0 0 PR S T L T ST A : 1 7  0 5 . 0 0 PR S T L T ST A : 1 0  1 7 . 5 8 CA T C H % A S I N ST A : 9  0 0 . 0 0 % C EN D O F C 8 R % I M P S T A : 1 4  3 4 . 9 4 C  L D : Y : = 1 2 ' E; C O 8 N T Y R O A D EAS E M E N T LI N E H SE E D E T A I L O N S H 3 LINE % SEE DETAIL ON SHEET 2 S8RVE Y C  L ST A : 9  0 0 . 0 0 % C EN D O F C 8 R % I M P GRO8T E D RIP-RA P S L O P E E; C O 8 N T Y R O A D EAS E M E N T NE: P 8 % L I C ROA D E A S E M E N T NE: S L O P E E A S E M E N T ST A : 8  5 0 . 0 0 1 9 5 3 . 1 4 J O I N E P EN D O F A C I M P STA : 8  5 0 . 0 0 19 5 2 . 5 1 J O I N E P END O F A C I M P 6 0 ' ST A : 1 0  1 9 . 4 9 CA T C H % A S I N 8 E;. R: APN:023907201 850 900 N38ƒ4 1 ' 0 3 " E 1'54 E; EO P 2' ST A : 8  2 5 . 6 3 ST A : 8  5 5 . 2 4 %C ST A : 8  5 7 . 3 3 EC STA: 896.98 %C STA:899.99 EC STA:899.99 END POST R=5' R=5' 55 L=94' 5. 3 ' 7. 1 ' E; S C E P O L E , VA 8 L T A N D G8 Y 3. 5 ' E; R  : INSTALL RSI MSKT-SP-MGS TL-2 END ANCHOR PER DETAIL ON SHEET 2 D W Y 21 D W Y 21 3 REVISIONS TO PAVEMENT SECTION, ROAD EASEMENT/GRADING AT STA 9+00 8/27/24 JLM2 9/26/24 JLMREVISIONS TO LINE H AND PAVEMENT LIMITS3 RED UNDER TH 12/1/219/3/24 3 3 NOTE: ALL IMPROVEMENTS ON APN 023907131 CANNOT BE CONSTRUCTED UNTIL AGREEMENT AND EASEMENT WITH PRIVATE PROPERTY OWNER IS IN PLACE 8/29/24GLK 8/29/24 9/30/24 PROFILE SCALES HORIZ. 1"=40' VERT. 1"=4' P: \ C \ C P R K I 1 5 L 0 0 0 1 \ 0 4 0 0 C A D \ E C \ S H E E T S \ O f f s i t e \ S t r e e t \ E C - S T - C P R K I 1 5 L . d w g M a r 1 8 , 2 0 2 4 - 1 2 : 0 3 p m b y O x r No. 79693 RP FO REGISTER E D ESSIONAL E N G I CIV I L S T A TE OF CA L R A I F O N I N EERJ O DI LI N D S EY M E N S EN CITYREVISION DESCRIPTIONREV.DATE ENGR.DATE OER OER JLM DATE: DATE: MA T C H L I N E S E E S H E E T 7 1"= 40'scale feet 40 0 40 80 COYOTE CANYON ROAD MA T C H L I N E S E E S H E E T 5 MA T C H L I N E S E E S H E E T 7 MA T C H L I N E S E E S H E E T 5 CONSTRUCTION NOTES: 2 CONSTRUCT 8" PCC CURB & GUTTER PER CITY OF FONTANA STD. NO. 1000 5 CONSTRUCT 10' WIDE DG BIKE PATH PER DETAIL ON SHT 4 7 REMOVE EXISTING A.C. PAVEMENT 9 INSTALL STREET LIGHT STANDARD COBRA HEAD PER CITY OF FONTANA STD. NO. 1017 LEGEND PROPOSED A.C. PAVEMENT GRIND AND OVERLAY EX. PAVEMENT REMOVE EXISTING PAVEMENT 6 CONSTRUCT COBBLE STONE BUFFER PER FONTANA STD. NO. 5045 11 REMOVE AND RELOCATE EXISTING SCE POWER POLE PER SEPARATE PLAN 12 REMOVE EXISTING STREET SIGN PER SEPERATE PLAN 19 ADJUST EXISTING WATER VALVE TO GRADE 50 CONSTRUCT 4.5" AC PAVEMENT OVER 4" CLASS 2 BASE PER SOILS REPORT 2 2 7 5 11 7 2 6 50 2 60 ' 37 . 5 ' 22 ' 1 0 ' 11 11 11 11 12 19 22 . 5 ' 60 ' 9 9 9 37 . 5 ' 22 . 5 ' 22 . 0 ' 10 ' 22 ' 5. 5 ' 5 . 5 ' 10 ' 22 ' 5. 5 ' EX P/L C3 C4 N69°23'29"E 252.63' C5 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 ST A : 1 7 + 6 8 . 1 3 P R C ST A : 1 9 + 7 0 . 2 5 P R C ST A : 1 9 + 7 0 . 2 5 P R C ST A : 2 2 + 5 8 . 8 2 E C ST A : 2 5 + 1 1 . 4 5 B C ST A : 2 6 + 1 2 . 5 4 B C ST A : 2 2 + 5 8 . 8 2 E C ST A : 2 5 + 1 1 . 4 5 B C ST A : 2 6 + 1 2 . 5 4 B C ST A : 1 7 + 0 5 . 0 0 PR S T L T ST A : 2 0 + 0 5 . 0 0 PR S T L T ST A : 2 3 + 0 5 . 0 0 PR S T L T ST A : 2 6 + 0 5 . 0 0 PR S T L T 9 (18" W A ) (18" WA) EX. R/W APN:023904102 USFS PROPERTY ST A : 1 7 + 6 8 . 1 3 P R C 12 USFS PROPERTY PR 30' CITY SLOPE ACCESS EASEMENT CURVE TABLE CURVE C3 C4 C5 LENGTH 202.12' 288.57' 101.08' RADIUS 422.00' 778.00' 825.00' DELTA Δ=27°26'30" Δ=21°15'06" Δ=7°01'13" TANGENT 103.03' 145.96' 50.61' 2 2 REVISIONS TO PAVEMENT SECTION 9/19/23 JLM 2 RED UNDER TH 12/1/21 7/2/24 RED UNDER TH 12/1/218/27/24 8/27/24 8/29/24GLK 8/29/24GLK 8/29/24 PROFILE SCALES HORIZ. 1"=40' VERT. 1"=4' P: \ C \ C P R K I 1 5 L 0 0 0 1 \ 0 4 0 0 C A D \ E C \ S H E E T S \ O f f s i t e \ S t r e e t \ E C - S T - C P R K I 1 5 L . d w g A u g 2 2 , 2 0 2 4 - 4 : 3 1 p m b y S d j c No. 79693 RP FO REGISTER E D ESSIONAL E N G I CIV I L S T A TE OF CA L R A I F O NI N EER J O DI LI N D S EY M E N S EN A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 1-800-227-2600TOLL FREE YOU DIG BEFORE YOU DIG DAYS BEFORE DIAL TWO WORKING AND CARRIED FORTH IN A DILIGENT MANNER, THE PLANS TO BRING THEM INTO CONFORMANCE WITH CITY ENGINEER MAY REQUIRE REVISIONS TO THE YEARS OF THE DATE OF APPROVAL SHOWN HEREON IMPROVEMENTS NOT COMMENCE WITHIN TWO SHOULD CONSTRUCTION OF THE REQUIRED STANDARDS IN EFFECT.CITYREVISION DESCRIPTIONREV.DATE ENGR.DATE GIA LAM KIM CITY ENGINEER R.C.E. 62296 CITY OF FONTANA, CALIFORNIA JODI MENSEN R.C.E. 79693 Prepared Under The Supervision Of : OER OER JLM Date :CHECKED BY: DRAWN BY: DESIGNED BY: APPROVED BY: 11/17/2021 DRAWING NO.: DATE: SCALE: DATE: SERVICE ADDRESS: AS SHOWN 4121 COYOTE CANYON ROAD BASIS OF BEARING BENCHMARK: THE SOUTHERLY LINE OF THE NE 1/4 OF SECTION 18, TIN, R5W PER RECORD OF SURVEY 114/79-80 SHOWN AS: N 89°46'51"E LOCATION: NGS BENCHMARK RF42A DISC IN N/W LEG OF CONCRETE BASE OF SCE TOWER NO. 17-2. LOCATED NEAR SIERRA AVENUE APPROX. 1.95 MILES SOUTH OF INTERSTATE HIGHWAY 15 ELEVATION: 1706.93 (NAVD88) 166165 STREET IMPROVEMENT PLAN MA T C H L I N E S E E S H E E T 8 1"= 40'scale feet 40 0 40 80 MA T C H L I N E S E E S H E E T 6 COYOTE CANYON ROAD STA 26+00 TO STA 36+50 7 COYOTE CANYON ROAD 32+0031+0030+0029+00 33+00 34+00 35+00 36+0028+00 MA T C H L I N E S E E S H E E T 6 MA T C H L I N E S E E S H E E T 8 2005 LT TC 2005 RT TC 2005 CL 27+0026+00 2005 LT TC 2005 RT TC 2005 CL CONSTRUCTION NOTES: 1 CONSTRUCT 7.5" AC PAVEMENT OVER 8" COMPACTED SUBGRADE PER SOILS REPORT 2 CONSTRUCT 8" PCC CURB & GUTTER PER CITY OF FONTANA STD. NO. 1000 3 CONSTRUCT CROSS GUTTER PER CITY OF FONTANA STD. NO. 403 (8' WIDE) 5 CONSTRUCT 10' WIDE DG BIKE PATH PER DETAIL ON SHT 4 7 REMOVE EXISTING A.C. PAVEMENT 8 GRIND AND OVERLAY EXISTING A.C. PAVEMENT (MIN 0.17') 9 INSTALL STREET LIGHT STANDARD COBRA HEAD PER CITY OF FONTANA STD. NO. 1017 LEGEND PROPOSED A.C. PAVEMENT GRIND AND OVERLAY EX. PAVEMENT REMOVE EXISTING PAVEMENT 6 CONSTRUCT COBBLE STONE BUFFER PER FONTANA STD. NO. 5045 11 REMOVE AND RELOCATE EXISTING SCE POWER POLE PER SEPARATE PLAN 12 REMOVE EXISTING STREET SIGN PER SEPERATE PLAN 13 PROTECT IN PLACE EXISTING PAVEMENT 16 SAWCUT TO A CLEAN STRAIGHT LINE AND REMOVE 5' WIDE MINIMUM EXISTING AC PAVEMENT AS NECESSARY 35 INSTALL CATCH BASIN PER CITY OF FONTANA STD NO. 3004 AND PER PLAN ON SHEET 3 OLD LYTLE CREEK ROAD 19 ADJUST EXISTING WATER VALVE TO GRADE 14 CONSTRUCT COMMERCIAL DRIVEWAY PER CITY OF FONTANA STD. NO. 1001. WIDTH PER PLAN. PAVING TABLE STATION RANGE AC PAVEMENT THICKNESS 8+55.00 - 35+17.54 4.5" OVER 4" BASE 35+17.54 - 54+16.74 7.5" OVER 8" COMPACTED SUBGRADE 50 1 50 CONSTRUCT 4.5" AC PAVEMENT OVER 4" CLASS 2 BASE PER SOILS REPORT LINE D DETAIL SCALE: 1"=20' 9" 3" 9" 4" 1" MI N . 18" HEADWALL OR CURB PCC CONCRETE 18" V-GUTTER N.T.S. 43 CONSTRUCT MODIFIED WINGWALL PER CALTRANS DETAIL NO D90 TYPE "A" SEE SHEET 15 RSI MSKT-SP-MGS CALTRANS END ANCHOR PER DETAIL ON SHEET 2 52 INSTALL RSI MSKT-SP-MGS CALTRANS END ANCHOR PER DETAIL ON SHEET 2 53 PROPOSED V-GUTTER AND RIP-RAP PER DETAIL ON SHEET 7 54 INSTALL GUARDRAIL WITH W6X9 POSTS PER CALTRANS STD RSP A77L2. SEE DETAIL ON SHEET 16 24" RIPRAP 15"18" MAX 6"x6", #10x#10 W.W.M. 12" THICK CAUTION: CONTRACTOR TO POTHOLE EXISTING PIPE BEFORE INSTALLING GUARDRAIL POSTS 11 C6 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 ST A : 2 6 + 1 2 . 5 4 B C ST A : 2 8 + 7 0 . 7 8 P R C ST A : 2 6 + 1 2 . 5 4 B C ST A : 2 8 + 7 0 . 7 8 P R C 7 50 7 2 2 11 11 12 12 12 ST A : 2 9 + 6 6 . 3 4 E C ST A : 3 0 + 1 7 . 3 4 BC R 20 0 6 . 1 7 T C 20 0 5 . 5 0 F L 12 13 7 PR. R/W PR. R/W 9 6 0 ' 3 7 . 5 ' 2 2 . 5 ' 2 2 . 0 ' 60 ' 22 . 5 ' 37 . 5 ' 22 ' 99 2 5 6 2 50 ST A : 3 5 + 1 7 . 5 4 B C R S T A : 3 6 + 3 8 . 9 9 E C R 1 0 ' 2 2 ' 5 . 5 ' 10 ' 22 ' 5. 5 ' 8 14 16 ST A : 3 3 + 9 1 . 7 3 CA T C H B A S I N ST A : 3 3 + 9 0 . 0 4 CA T C H B A S I N 35 35 200'SCE E A S E M E N T STA: 29+89.34 LYTLE CREEK ROAD ??? ST A : 2 9 + 6 1 . 6 1 EC R 20 0 5 . 3 7 T C 20 0 4 . 7 0 F L ST A : 3 5 + 4 6 . 6 1 BC ST A : 3 5 + 4 6 . 6 1 B C 19 EX COUNTY ROAD EASEMENT 3 S E E D E T A I L O N S H E E T 4 DEBRIS BASIN PER ONSITE PLANS 7 C7 N62°04'21"E 580.26' C8 1(18" WA) (18" W A ) 4 8 " S D 48 " S D 24 " S D 48 " S D 9 2 0 0 5 2 0 1 0 2005 FG 2003.8 2007 APN:023909103APN:023909114 APN:023909116 PR 30' CITY SLOPE ACCESS EASEMENT 53 ST A : 2 6 + 0 5 . 0 0 PR S T L T ST A : 2 9 + 0 5 . 0 0 PR S T L T ST A : 3 2 + 0 5 . 0 0 PR S T L T ST A : 3 5 + 0 5 . 0 0 PR S T L T S T A : 3 5 + 8 1 . 4 5 C/ L D W Y W = 4 0 ' LINE E SEE DETAIL ON SHEET 3 LATERAL D1 SEE DETAIL ON SHEET 2 SEE DETAIL ON SHEET 4 LINE D SEE DETAIL ON SHEET 2 AND BELOW. UPON COMPLETION OF REPAIRS/UPGRADE NEW GEOTECHNICAL MEMO TO BE ISSUED FOR UNDERMINED AREAS EX P/L EX COUNTY ROAD EASEMENT 2017.08 TC 2015.6 FL2016.10 TC 2014.6 FL BC2009.7 EG 2008.1 FL EC 2016.58 TC 2015.1 FL EC CURVE TABLE CURVE C6 C7 C8 LENGTH 258.24' 95.57' 440.76' RADIUS 650.00' 650.00' 700.00' DELTA Δ=22°45'47" Δ=8°25'26" Δ=36°04'35" TANGENT 130.85' 47.87' 227.96' -2.45 % PVI=1997.14 STA 27+40.49 26 + 1 5 . 4 9 B V C 19 9 6 . 5 1 28 + 6 5 . 4 9 20 0 2 . 3 7 E V C / B V C 250' VC 27 + 4 0 . 4 9 M V C 19 9 8 . 2 9 26 + 7 7 . 9 9 19 9 7 . 1 1 28 + 0 2 . 9 9 20 0 0 . 0 4 PVI=1998.63 STA 34+25.00 32 + 7 5 . 0 0 B V C 20 0 2 . 3 0 35 + 7 5 . 0 0 E V C 20 0 4 . 5 8 300' VC 34 + 2 5 . 0 0 M V C 20 0 1 . 0 3 33 + 5 0 . 0 0 20 0 1 . 0 6 35 + 0 0 . 0 0 20 0 2 . 2 1 PVI=2008.65 STA 30+15.49 28 + 6 5 . 4 9 20 0 2 . 3 7 E V C / B V C 31 + 6 5 . 4 9 E V C 20 0 4 . 9 8 300' VC 30 + 1 5 . 4 9 M V C 20 0 6 . 1 6 29 + 4 0 . 4 9 20 0 4 . 8 8 30 + 9 0 . 4 9 20 0 6 . 1 9 27 + 0 0 . 0 0 19 9 7 . 4 6 29 + 0 0 . 0 0 20 0 3 . 6 8 30 + 0 0 . 0 0 20 0 6 . 0 0 32 + 0 0 . 0 0 20 0 4 . 1 3 33 + 0 0 . 0 0 20 0 1 . 7 5 34 + 0 0 . 0 0 20 0 0 . 9 1 36 + 0 0 . 0 0 20 0 5 . 5 7 26 + 0 0 . 0 0 19 9 6 . 4 3 3.97% PROPOSED TC @ 22' LT EXISTING GRADE @ 22' LT PROPOSED TC @ 22' LT EXISTING GRADE @ 22' LT 29 + 6 1 . 6 1 E C R 20 0 5 . 3 7 30 + 1 7 . 3 4 B C R 20 0 6 . 1 7 36 + 5 0 . 0 0 20 0 7 . 5 6 35 + 4 6 . 6 1 B C 20 0 3 . 5 5 PVI=1997.14 STA 27+40.49 26 + 1 5 . 4 9 B V C 19 9 6 . 5 1 28 + 6 5 . 4 9 20 0 2 . 3 7 E V C / B V C 250' VC 27 + 4 0 . 4 9 M V C 19 9 8 . 2 9 26 + 7 7 . 9 9 19 9 7 . 1 1 28 + 0 2 . 9 9 20 0 0 . 0 4 PVI=1998.63 STA 34+25.00 32 + 7 5 . 0 0 B V C 20 0 2 . 3 0 35 + 7 5 . 0 0 E V C 20 0 4 . 5 8 300' VC 34 + 2 5 . 0 0 M V C 20 0 1 . 0 3 33 + 5 0 . 0 0 20 0 1 . 0 6 35 + 0 0 . 0 0 20 0 2 . 2 1 PVI=2008.65 STA 30+15.49 28 + 6 5 . 4 9 20 0 2 . 3 7 E V C / B V C 31 + 6 5 . 4 9 E V C 20 0 4 . 9 8 300' VC 30 + 1 5 . 4 9 M V C 20 0 6 . 1 6 29 + 4 0 . 4 9 20 0 4 . 8 8 30 + 9 0 . 4 9 20 0 6 . 1 9 27 + 0 0 . 0 0 19 9 7 . 4 6 29 + 0 0 . 0 0 20 0 3 . 6 8 30 + 0 0 . 0 0 20 0 6 . 0 0 32 + 0 0 . 0 0 20 0 4 . 1 3 33 + 0 0 . 0 0 20 0 1 . 7 5 34 + 0 0 . 0 0 20 0 0 . 9 1 36 + 0 0 . 0 0 20 0 5 . 5 7 26 + 0 0 . 0 0 19 9 6 . 4 3 36 + 5 0 . 0 0 20 0 7 . 5 6 PROPOSED TC @ 22' RT EXISTING GRADE @ 22' RT PROPOSED TC @ 22' RT EXISTING GRADE @ 22' RT -2.45 % 35 + 1 7 . 5 4 B C R 20 0 2 . 6 5 36 + 3 8 . 9 9 E C R 20 0 7 . 1 2 3.97% 35 + 4 6 . 6 1 B C 20 0 3 . 5 5 -2.45 % PVI=2008.50 STA 30+15.49 28 + 6 5 . 4 9 20 0 2 . 2 2 E V C / B V C 31 + 6 5 . 4 9 E V C 20 0 4 . 8 2 300' VC 30 + 1 5 . 4 9 M V C 20 0 6 . 0 1 29 + 4 0 . 4 9 20 0 4 . 7 3 30 + 9 0 . 4 9 20 0 6 . 0 4 27 + 0 0 . 0 0 19 9 7 . 3 1 29 + 0 0 . 0 0 20 0 3 . 5 3 30 + 0 0 . 0 0 20 0 5 . 8 5 31 + 0 0 . 0 0 20 0 5 . 9 5 32 + 0 0 . 0 0 20 0 3 . 9 8 33 + 0 0 . 0 0 20 0 1 . 6 0 34 + 0 0 . 0 0 20 0 0 . 7 6 36 + 0 0 . 0 0 20 0 5 . 4 2 PVI=1998.48 STA 34+25.00 32 + 7 5 . 0 0 B V C 20 0 2 . 1 5 35 + 7 5 . 0 0 E V C 20 0 4 . 4 3 300' VC 34 + 2 5 . 0 0 M V C 20 0 0 . 8 8 33 + 5 0 . 0 0 20 0 0 . 9 1 35 + 0 0 . 0 0 20 0 2 . 0 6 PVI=1996.99 STA 27+40.49 26 + 1 5 . 4 9 B V C 19 9 6 . 3 6 28 + 6 5 . 4 9 20 0 2 . 2 2 E V C / B V C 250' VC 27 + 4 0 . 4 9 M V C 19 9 8 . 1 4 26 + 7 7 . 9 9 19 9 6 . 9 6 28 + 0 2 . 9 9 19 9 9 . 8 9 26 + 0 0 . 0 0 19 9 6 . 2 9 PROPOSED FS @ CL EXISTING GRADE @ CL PROPOSED FS @ CL EXISTING GRADE @ CL 36 + 5 0 . 0 0 20 0 7 . 4 1 3.97% 35 + 4 6 . 6 1 B C 20 0 3 . 4 0 28+00 C7 1998.72 TW 1992.7 FG 43 1992.9 FL 1999.50 TW 1997.4 FL 27 + 6 3 . 9 4 19 9 8 . 8 0 T C 19 9 8 . 1 3 F L 27 + 8 2 . 8 9 19 9 9 . 3 1 T C 19 9 8 . 6 4 F L 27 + 9 6 . 0 3 19 9 9 . 7 5 T C 19 9 9 . 0 8 F L 28 + 2 4 . 3 5 20 0 0 . 7 4 T C 20 0 0 . 0 7 F L BE G I N T A P E R CLASS V RIP RAP D50 = 18.5" 16' 27 + 4 5 . 4 8 19 9 8 . 3 5 T C 19 9 7 . 6 8 F L RELOCATED HEADWALL RE M O V E E X . HE A D W A L L 52 53 S T A : 2 8 + 7 7 . 9 2 54 ST A : 2 7 + 2 6 . 6 1 52 0.17' 1999.2 FL\BC 0.17' 1998.3 FL 146' 2 REVISIONS TO PAVEMENT SECTION AND ROAD VERTICAL AND HORIZONTAL ALIGNMENTS DUE TO R/W 7/2/24 JLM 2 2 2 2 2 2 JODI MENSEN R.C.E. 79693 Date : RED UNDER TH 12/1/21 RED UNDER TH 12/1/218/27/24 8/27/24 8/29/24GLK 8/29/24GLK 8/29/24 PROFILE SCALES HORIZ. 1"=40' VERT. 1"=4' P: \ C \ C P R K I 1 5 L 0 0 0 1 \ 0 4 0 0 C A D \ E C \ S H E E T S \ O f f s i t e \ S t r e e t \ E C - S T - C P R K I 1 5 L . d w g M a r 1 9 , 2 0 2 4 - 6 : 1 3 a m b y O x r No. 79693 RP FO REGISTER E D ESSIONAL E N G I CIV I L S T A TE OF CA L R A I F O N I N EERJ O DI LI N D S EY M E N S EN CITYREVISION DESCRIPTIONREV.DATE ENGR.DATE OER OER JLM DATE: DATE: M A T C H L I N E S E E S H E E T 9 1"= 40'scale feet 40 0 40 80 MA T C H L I N E S E E S H E E T 7 COYOTE CANYON ROAD MA T C H L I N E S E E S H E E T 7 MA T C H L I N E S E E S H E E T 9 ID E N T I C A L PO I N T ID E N T I C A L PO I N T ID E N T I C A L PO I N T CONSTRUCTION NOTES: 1 CONSTRUCT 7.5" AC PAVEMENT OVER 8" COMPACTED SUBGRADE PER SOILS REPORT 2 CONSTRUCT 8" PCC CURB & GUTTER PER CITY OF FONTANA STD. NO. 1000 3 CONSTRUCT CROSS GUTTER PER CITY OF FONTANA STD. NO. 403 (8' WIDE) 5 CONSTRUCT 10' WIDE DG BIKE PATH PER DETAIL ON SHT 4 7 REMOVE EXISTING A.C. PAVEMENT 8 GRIND AND OVERLAY EXISTING A.C. PAVEMENT (MIN 0.17') 9 INSTALL STREET LIGHT STANDARD COBRA HEAD PER CITY OF FONTANA STD. NO. 1017 LEGEND PROPOSED A.C. PAVEMENT GRIND AND OVERLAY EX. PAVEMENT REMOVE EXISTING PAVEMENT 6 CONSTRUCT COBBLE STONE BUFFER PER FONTANA STD. NO. 5045 10 PROTECT EXISTING SCE POWER POLE IN PLACE 12 REMOVE EXISTING STREET SIGN PER SEPERATE PLAN 13 PROTECT IN PLACE EXISTING PAVEMENT O L D L Y T L E C R E E K R O A D 16 SAWCUT TO A CLEAN STRAIGHT LINE AND REMOVE 5' WIDE MINIMUM EXISTING AC PAVEMENT AS NECESSARY 19 ADJUST EXISTING WATER VALVE TO GRADE EX R/W TO BE VACATED 11 REMOVE AND RELOCATE EXISTING SCE POWER POLE PER SEPARATE PLAN 60 ' 22 . 5 ' 37 . 5 ' 22 ' 60 ' 22 . 5 ' 37 . 5 ' 22 ' 80 . 9 ' 43 . 4 ' 37 . 5 ' 16 ' 22 ' 5' 10 ' 22 ' 5. 5 ' 10 ' DAYLIGHT LINE APN:023909208 SCE ROW DAYLIGHT LINE EX 17" WA TO BE REMOVED 3' 2. 6 ' 19 . 3 7 ' EX. R/W PR. R/W EX. R/W EX. R/W EX. R/W EX. 10" WA PR. R/W EX 17" WA TO BE REMOVED 19 . 0 4 ' 16 . 3 ' 30 . 5 ' 4. 9 8 ' 58 . 5 ' EX. 10" WA EX. 10" WA PROP PRIVATE SW FORCE MAIN 36 + 0 0 37+ 0 0 38+0 0 39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00 ST A : 3 6 + 3 8 . 9 9 E C R ST A : 3 5 + 4 6 . 6 1 BC SE E D E T A I L O N SH E E T 4 SE E D E T A I L O N S H E E T 4 D E B R I S B A S I N P E R O N S I T E P L A N S C8 C 8 SE E D E T A I L O N SH E E T 4 48" S D 8" SS (1 8 " W A ) (10" WA) (10" WA) ST A : 3 9 + 8 7 . 3 6 E C ST A : 3 9 + 8 7 . 3 6 E C ST A : 4 4 + 0 8 . 1 8 EC R 20 2 9 . 9 4 T C 20 2 9 . 2 7 F L ST A : 4 4 + 6 4 . 1 8 B C R 20 3 0 . 5 2 T C 20 2 9 . 8 5 F L STA: 44+36.18 LYTLE CREEK ROAD = STA: 26+13.74 OLD LYTLE CREEK ROAD ST A : 4 3 + 8 9 . 6 1 PR S T L T ST A : 3 7 + 8 2 . 9 2 E C R ST A : 3 7 + 4 6 . 6 1 C/L D W Y W = 1 9 ' ST A : 4 5 + 9 5 . 6 1 C/ L D W Y ST A : 3 7 + 9 8 . 7 9 PR S T L T ST A : 3 7 + 1 0 . 3 0 B C R ST A : 4 0 + 8 9 . 3 9 PR S T L T 2 5 6 2 1 11 10 11 12 12 13 9 9 9 8 16 7 19 3 60 ' FG 2003.8 PR. R/W PM 19712 PARCEL 2 19 CONSTRUCTION C/L SURVEY C/L APN:023909112 N26°22'49"E SURVEY C/L N25°59'45"E 30 ' 30 ' CURVE TABLE CURVE C8 LENGTH 440.76' RADIUS 700.00' DELTA Δ=36°04'35" TANGENT 227.96' 2 REVISIONS TO PAVEMENT SECTION AND ROAD VERTICAL AND HORIZONTAL ALIGNMENTS DUE TO R/W 9/19/23 JLM 2 2 2 RED UNDER TH 12/1/21 7/2/24 RED UNDER TH 12/1/218/27/24 8/27/24 8/29/24GLK 8/29/24GLK 8/29/24 PROFILE SCALES HORIZ. 1"=40' VERT. 1"=4' P: \ C \ C P R K I 1 5 L 0 0 0 1 \ 0 4 0 0 C A D \ E C \ S H E E T S \ O f f s i t e \ S t r e e t \ E C - S T - C P R K I 1 5 L . d w g J u l 2 2 , 2 0 2 4 - 2 : 2 2 p m b y S d j c No. 79693 RP FO REGISTER E D ESSIONAL E N G I CIV I L S T A TE OF CA L R A I F O N I N EER J O DI LI N D S EY M E N S EN A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 1-800-227-2600TOLL FREE YOU DIG BEFORE YOU DIG DAYS BEFORE DIAL TWO WORKING AND CARRIED FORTH IN A DILIGENT MANNER, THE PLANS TO BRING THEM INTO CONFORMANCE WITH CITY ENGINEER MAY REQUIRE REVISIONS TO THE YEARS OF THE DATE OF APPROVAL SHOWN HEREON IMPROVEMENTS NOT COMMENCE WITHIN TWO SHOULD CONSTRUCTION OF THE REQUIRED STANDARDS IN EFFECT.CITYREVISION DESCRIPTIONREV.DATE ENGR.DATE GIA LAM KIM CITY ENGINEER R.C.E. 62296 CITY OF FONTANA, CALIFORNIA JODI MENSEN R.C.E. 79693 Prepared Under The Supervision Of : OER OER JLM Date :CHECKED BY: DRAWN BY: DESIGNED BY: APPROVED BY: 11/17/2021 DRAWING NO.: DATE: SCALE: DATE: SERVICE ADDRESS: AS SHOWN 4121 COYOTE CANYON ROAD BASIS OF BEARING BENCHMARK: THE SOUTHERLY LINE OF THE NE 1/4 OF SECTION 18, TIN, R5W PER RECORD OF SURVEY 114/79-80 SHOWN AS: N 89°46'51"E LOCATION: NGS BENCHMARK RF42A DISC IN N/W LEG OF CONCRETE BASE OF SCE TOWER NO. 17-2. LOCATED NEAR SIERRA AVENUE APPROX. 1.95 MILES SOUTH OF INTERSTATE HIGHWAY 15 ELEVATION: 1706.93 (NAVD88) 166165 STREET IMPROVEMENT PLAN 1"= 40'scale feet 40 0 40 80 M A T C H L I N E S E E S H E E T 8 COYOTE CANYON ROAD STA 46+00 TO SIERRA AVENUE 9 COYOTE CANYON ROAD MA T C H L I N E S E E S H E E T 8 2035 LT TC 2035 RT TC 2035 CL 46+00 47+00 48+00 49+00 50+00 52+0051+00 53+00 54+00 55+00 2035 LT TC 2035 RT TC 2035 CL CONSTRUCTION NOTES: 1 CONSTRUCT 7.5" AC PAVEMENT OVER 8" COMPACTED SUBGRADE PER SOILS REPORT 2 CONSTRUCT 8" PCC CURB & GUTTER PER CITY OF FONTANA STD. NO. 1000 4 CONSTRUCT CURB RETURN ACCESS RAMP PER CITY OF FONTANA STD. NO 1003 5 CONSTRUCT 10' WIDE DG BIKE PATH PER DETAIL ON SHT 4 7 REMOVE EXISTING A.C. PAVEMENT 8 GRIND AND OVERLAY EXISTING A.C. PAVEMENT (MIN 0.17') 9 INSTALL STREET LIGHT STANDARD COBRA HEAD PER CITY OF FONTANA STD. NO. 1017 LEGEND PROPOSED A.C. PAVEMENT GRIND AND OVERLAY EX. PAVEMENT REMOVE EXISTING PAVEMENT 6 CONSTRUCT COBBLE STONE BUFFER PER FONTANA STD. NO. 5045 10 PROTECT EXISTING SCE POWER POLE IN PLACE 11 REMOVE AND RELOCATE EXISTING SCE POWER POLE PER SEPARATE PLAN 12 REMOVE EXISTING STREET SIGN PER SEPERATE PLAN 13 CONSTRUCT COMMERCIAL DRIVEWAY PER CITY OF FONTANA STD. NO. 1001. WIDTH PER PLAN. 16 SAWCUT TO A CLEAN STRAIGHT LINE AND REMOVE 5' WIDE MINIMUM EXISTING AC PAVEMENT AS NECESSARY 17 CONSTRUCT 8" TO 1" DRIVEWAY CURB TRANSITION PER CITY OF FONTANA STD. NO. 1001 20 CONSTRUCT 4" PCC SIDEWALK SIE R R A A V E PROPOSED SIDEWALK 80 . 5 ' 43 ' 37 . 5 ' 78 ' 40 . 8 ' 37 . 5 ' 22 ' PR. R/W 76 ' 29 . 3 ' 47 . 2 ' 31 . 3 ' ST A : 5 0 + 1 5 . 1 4 AN G L E P T . PROTECT IN PLACE EXISTING C&G 10 ' 22 ' 5. 5 ' 10 ' 22 ' 5. 5 ' 10 ' 31 . 7 ' 5. 5 ' EX. R/W APN:023909208 SCE ROW DAYLIGHT LINE 14 . 4 ' 10 . 9 ' 11 . 8 ' 6. 9 ' 9. 3 ' EX. R/W EX. R/W EX. R/W 3 5 ' CITY LIMITS 4 5 ' 5 5 ' DAYLIGHT LINE 46+00 47+00 48+00 49+00 50+00 51+00 52+00 53+00 54+00 198 + 0 0 199 + 0 0 200 + 0 0 STA: 54+56.43 COYOTE CANYON RD = STA: 199+98.57 SIERRA AVE SE E D E T A I L O N S H E E T 4 SEE DETAIL ON SHEET 4 SE E D E T A I L O N S H E E T 4 N25°59'45"E 1026.55' PROPOSED TRAFFIC SIGNAL SE E D E T A I L ON S H E E T 4 L=90.54' R=40.00' Δ=129°41'32" T=85.18 NO CONSTRUCTION CAN TAKE PLACE IN THIS AREA UNTIL EASEMENT IS DEDICATED FROM SCE (18" WA) (10" WA)(10" WA) 8' SS 8' SS 8' SS (2 0 4 2 . 2 6 T C ) (20 4 1 . 0 0 F L ) (18" WA) SAN B E R N A R D I N O C O U N T Y CIT Y O F F O N T A N A COUNTY OF SAN BERNARDINO CITY OF FONTANA ST A : 4 9 + 8 5 . 2 7 PR S T L T ST A : 4 5 + 9 5 . 6 1 C/ L D W Y W = 1 6 ' ST A : 4 8 + 9 9 . 3 1 C/ L D W Y W = 1 6 ' ST A : 4 8 + 0 0 . 1 9 C/ L D W Y W = 2 0 ' STA : 1 9 8 + 3 6 . 2 2 E C R (20 4 1 . 6 7 T C ) ST A : 4 6 + 9 2 . 9 4 PR S T L T ST A : 5 3 + 0 3 . 0 9 BC R 22 ' EX 17" WA TO BE REMOVEDLINE G SEE DETAIL ON SHEET 3 ST A : 5 1 + 7 5 . 5 0 J O I N E X I S T I N G C & G N22°33'06"E 161.59' N25°59'46"E 280.93' CONSTRUCTION C/L SURVEY C/L SURVEY C/L 2 2 1 7 11 12 10 1012 12 12 7 2 5 11 11 12 12 11 10 12 1 1620 9 9 17 8 4 7 17 6 7 1 N25°59'45"E N26°22'49"E 30 ' 20 ' VA R APN:023909106 STA: 200+08.52 SIERRA AVE STA: 199+76.18 SIERRA AVE APN:023909109 APN:023909112 PROPOSED ACCESS EASEMENT 5. 5 ' ST A : 5 2 + 8 6 . 1 0 PR S T L T 9 2.12% 1.82% 50 + 1 5 . 1 4 G B 20 3 8 . 8 6 48 + 0 0 . 0 0 G B 20 3 4 . 9 5 47 + 0 0 . 0 0 20 3 3 . 6 3 49 + 0 0 . 0 0 20 3 6 . 7 7 50 + 0 0 . 0 0 20 3 8 . 5 9 51 + 0 0 . 0 0 20 4 0 . 6 6 46 + 0 0 . 0 0 20 3 2 . 3 1 PROPOSED TC @ 22' LT 51 + 7 5 . 5 0 JO I N E X (2 0 4 2 . 2 6 ) 1.32% * CONTRACTOR TO VERIFY PRIOR TO CONSTRUCTION * 47 + 0 0 . 0 0 20 3 3 . 6 3 49 + 0 0 . 0 0 20 3 6 . 7 7 50 + 0 0 . 0 0 20 3 8 . 5 9 51 + 0 0 . 0 0 20 4 0 . 5 4 52 + 0 0 . 0 0 20 4 2 . 3 8 46 + 0 0 . 0 0 20 3 2 . 3 1 PROPOSED TC @ 22' RT EXISTING GRADE @ 22' RT 1.46% 1.82% 1.97% (-3.1 4 % ) L=90.54' 48 + 0 0 . 0 0 G B 20 3 4 . 9 5 50 + 1 5 . 1 4 G B 20 3 8 . 8 7 51 + 7 5 . 5 0 G B 20 4 2 . 0 2 PVI=2044.16 STA 53+21.41 53 + 0 3 . 0 9 B V C 20 4 3 . 8 9 53 + 3 9 . 7 3 E V C 20 4 3 . 6 6 37' VC 53 + 2 1 . 4 1 M V C 20 4 3 . 9 7 30.67' -3.7 2 % 53 + 9 3 . 6 3 (2 0 4 1 . 9 6 ) 22.87' -2.72 % 2 0 3 4 . 7 5 1.32% /B C R EV C / E C R ST A 5 2 + 0 2 . 9 4 B C R 20 4 2 . 4 2 1.46% 1.82% 2.15% 1.66% 2.09% 47 + 0 0 . 0 0 20 3 3 . 4 8 49 + 0 0 . 0 0 20 3 6 . 6 2 50 + 0 0 . 0 0 20 3 8 . 4 4 51 + 0 0 . 0 0 20 4 0 . 5 4 52 + 0 0 . 0 0 20 4 2 . 5 7 53 + 0 0 . 0 0 20 4 4 . 2 3 54 + 0 0 . 0 0 20 4 6 . 3 0 48 + 0 0 . 0 0 G B 20 3 4 . 8 0 50 + 1 5 . 1 4 G B 20 3 8 . 7 2 51 + 7 5 . 5 0 G B 20 4 2 . 1 6 53 + 0 3 . 0 9 G B 20 4 4 . 2 8 54 + 1 6 . 7 4 G B (2 0 4 6 . 6 5 ) 46 + 0 0 . 0 7 20 3 2 . 1 6 PROPOSED FS @ CL EXISTING GRADE @ CL 1.32% REVISIONS TO PAVEMENT SECTION TABLE AND ROAD VERTICAL AND HORIZONTAL ALIGNMENTS DUE TO R/W 9/19/23 JLM2 RED UNDER TH 12/1/21 7/2/24 2 2 2 RED UNDER TH 12/1/218/27/24 8/27/24 8/29/24GLK 8/29/24GLK 8/29/24 PROFILE SCALES HORIZ. 1"=40' VERT. 1"=4' P: \ C \ C P R K I 1 5 L 0 0 0 1 \ 0 4 0 0 C A D \ E C \ E X H I B I T S \ 2 0 2 4 - 0 4 - 1 0 I 1 5 S t r e e t E x h i b i t \ E C - S T - C P R K I 1 5 L . d w g J u l 2 5 , 2 0 2 4 - 4 : 1 0 p m b y S d j c No. 79693 RP FO REGISTER E D ESSIONAL E N G I CIV I L S T A TE OF CA L R A I F O N I N EER J O DI LI N D S EY M E N S EN A P8BLIC SERVICE BY 8NDERGRO8ND SERVICE ALERT 1-800-227-2600TOLL FREE YO8 DIG BEFORE YO8 DIG DAYS BEFORE DIAL T:O :ORKING AND CARRIED FORTH IN A DILIGENT MANNER, THE PLANS TO BRING THEM INTO CONFORMANCE :ITH CITY ENGINEER MAY RE48IRE REVISIONS TO THE YEARS OF THE DATE OF APPROVAL SHO:N HEREON IMPROVEMENTS NOT COMMENCE :ITHIN T:O SHO8LD CONSTR8CTION OF THE RE48IRED STANDARDS IN EFFECT.CITYREVISION DESCRIPTIONREV.DATE ENGR.DATE GIA LAM KIM CITY ENGINEER R.C.E. 62296 CITY OF FONTANA, CALIFORNIA JODI MENSEN R.C.E. 79693 Prepared 8Qder The SuperYisioQ Of : OER OER JLM Date :CHECKED BY: DRA:N BY: DESIGNED BY: APPROVED BY: 11172021 DRA:ING NO.: DATE: SCALE: DATE: SERVICE ADDRESS: AS SHO:N 4121 COYOTE CANYON ROAD BASIS OF BEARING BENCHMARK: THE SO8THERLY LINE OF THE NE 14 OF SECTION 18, TIN, R5: PER RECORD OF S8RVEY 11479-80 SHO:N AS: N 89ƒ46'51"E LOCATION: NGS BENCHMARK RF42A DISC IN N: LEG OF CONCRETE BASE OF SCE TO:ER NO. 17-2. LOCATED NEAR SIERRA AVEN8E APPROX. 1.95 MILES SO8TH OF INTERSTATE HIGH:AY 15 ELEVATION: 1706.93 NAVD88 166165 STREET IMPROVEMENT PLAN 1"= 40'scale feet 40 0 40 80 M A T C H L I N E S E E S H E E T 8 COYOTE CANYON ROAD STA 4600 TO SIERRA AVEN8E INTERIM 9A COYOTE CANYON ROAD MA T C H L I N E S E E S H E E T 8 2035 LT TC 2035 RT TC 2035 CL 4600 4700 4800 4900 5000 52005100 5300 5400 5500 2035 LT TC 2035 RT TC 2035 CL CONSTR8CTION NOTES: 1 CONSTR8CT 7.5" AC PAVEMENT OVER 8" COMPACTED S8BGRADE PER SOILS REPORT 2 CONSTR8CT 8" PCC C8RB G8TTER PER CITY OF FONTANA STD. NO. 1000 4 CONSTR8CT C8RB RET8RN ACCESS RAMP PER CITY OF FONTANA STD. NO 1003 5 CONSTR8CT 10' :IDE DG BIKE PATH PER DETAIL ON SHT 4 7 REMOVE EXISTING A.C. PAVEMENT 8 GRIND AND OVERLAY EXISTING A.C. PAVEMENT MIN 0.17' 9 INSTALL STREET LIGHT STANDARD COBRA HEAD PER CITY OF FONTANA STD. NO. 1017 LEGEND PROPOSED A.C. PAVEMENT GRIND AND OVERLAY EX. PAVEMENT REMOVE EXISTING PAVEMENT 6 CONSTR8CT COBBLE STONE B8FFER PER FONTANA STD. NO. 5045 10 PROTECT EXISTING SCE PO:ER POLE IN PLACE 11 REMOVE AND RELOCATE EXISTING SCE PO:ER POLE PER SEPARATE PLAN 12 REMOVE EXISTING STREET SIGN PER SEPERATE PLAN 13 CONSTR8CT COMMERCIAL DRIVE:AY PER CITY OF FONTANA STD. NO. 1001. :IDTH PER PLAN. 16 SA:C8T TO A CLEAN STRAIGHT LINE AND REMOVE 5' :IDE MINIM8M EXISTING AC PAVEMENT AS NECESSARY 17 CONSTR8CT 8" TO 1" DRIVE:AY C8RB TRANSITION PER CITY OF FONTANA STD. NO. 1001 20 CONSTR8CT 4" PCC SIDE:ALK SIE R R A A V E DETAIL 'A1" SCALE 1"=10'DETAIL 'A2" SCALE 1"=10' 3 CONSTR8CT CROSS G8TTER PER CITY OF FONTANA STD. NO. 403 8' :IDE 57 ADJ8ST MANHOLE TO GRADE 58 CONSTR8CT C8RB RET8RN ACCESS RAMP PER SPP:C STD. NO. 111-5 CASE D TYPE 1 NOT TO SCALE LC 43' PROPOSED EASEMENT 4' SHO8LDER 27' 1.0-2.0 OFFSITE RIGHT T8RN TYPICAL SECTION PROPOSED EASEMENT 4' COMPACTED SOIL 8' COMPACTED SOIL 60 CONSTR8CT 6" AC DIKE PER CITY OF FONTANA STD. NO. 1007. PROP. AC BERM 61 CONSTR8CT :OODEN TEMPORARY PO:ER POLE PER SCE RE48IREMENTS :ITH STREETLIGHT MAST ARM. L8MINAIRE AND :ATTAGE PER STANDARD COBRA HEAD PER CITY OF FONTANA STD NO 1017 80 . 5 ' 43 ' 37 . 5 ' 78 ' 40 . 8 ' 37 . 5 ' 22 ' 76 ' 29 . 3 ' 47 . 2 ' 31 . 3 ' ST A : 5 0  1 5 . 1 4 AN G L E P T . PROTECT IN PLACE EXISTING C G 10 ' 22 ' 5. 5 ' 10 ' 22 ' 5. 5 ' 34 ' 13 . 2 ' 5' APN:023909208 SCE RO: DAYLIGHT LINE 14 . 4 ' 10 . 9 ' 11 . 8 ' 6. 9 ' 9. 3 ' 3 5 ' 4 5 ' 6 9 ' 5 5 ' DAYLIGHT LINE 4600 4700 4800 4900 5000 5100 5200 5300 5400 197  0 0 198  0 0 199  0 0 200  0 0 SE E D E T A I L O N S H E E T 4 SE E D E T A I L O N S H E E T 4 N25ƒ59'45"E 1026.55' SE E D E T A I L ON S H E E T 4 22 ' EX 17" :A TO BE REMOVEDLINE G SEE DETAIL ON SHEET 3 ST A : 5 1  7 5 . 5 0 J O I N E X I S T I N G C G N22ƒ33'06"E 161.59'N25ƒ59'46"E 280.93' N25ƒ59'45"E N26ƒ22'49"E 30 ' 20 ' VA R APN:023909106 APN:023909109 APN:023909112 31' ST A : 4 9  8 5 . 2 7 PR S T L T ST A : 4 5  9 5 . 6 1 C L D : Y : = 1 6 ' ST A : 4 8  9 9 . 3 1 C L D : Y : = 1 6 ' ST A : 4 8  0 0 . 1 9 C L D : Y : = 2 0 ' S T A : 1 9 8  3 6 . 2 2 E C R 2 0 4 3 . 8 4 T C ST A : 4 6  9 2 . 9 4 PR S T L T ST A : 5 3  5 2 . 7 7 B C R 20 4 5 . 1 7 T C S T A : 1 9 6  6 4 . 1 3 2 0 3 6 . 4 8 T C ST A : 5 1  5 7 . 7 4 BC R EX. R: EX. R: EX. R: EX. R: CITY LIMITS STA: 5456.43 COYOTE CANYON RD = STA: 19998.57 SIERRA AVE STA: 20008.52 SIERRA AVE STA: 19976.18 SIERRA AVE 18" :A 10" :A 10" :A 8' SS 8' SS 8' SS 2 0 4 2 . 2 6 T C 18" :A SAN B E R N A R D I N O C O 8 N T Y CIT Y O F F O N T A N A CO8NTY OF SAN BERNARDINO CITY OF FONTANA PROPOSED TRAFFIC SIGNAL CONSTR8CTION CL S8RVEY CL S8RVEY CL SEE DETAIL "A2" HEREON C1 C3 C 4 C5 C6 C7 SCE LICENSE AREA ST A : 5 2  6 3 . 4 6 20 4 3 . 7 8 T C 2 0 3 5 . 8 6 F L E N D A C B E R M 2 0 4 3 . 1 4 F L 2038.20 FS 2038.95 FS 2040.53 FSPCC 2039.91 FSEC S T A : 1 9 8  1 7 . 7 2 B C R 2 0 4 1 . 0 9 T C 2 0 4 0 . 4 5 F L 2 0 4 0 . 5 2 F S 20 4 3 . 1 1 F L ST A : 5 3  0 1 . 5 6 20 4 4 . 5 9 T C 20 4 3 . 9 2 F L 20 4 4 . 5 0 F L  H P 2041.91 FSBC 3. 1  3.1  1.0 2.0 3 . 4  ST A : 5 2  0 2 . 9 4 BC R L1 L2 L3 PROPOSED R: 8' ST A R T O F IN T E R I M I M P R O V . 1 0 ' F L S T A : 1 9 7  1 3 . 8 3 2 0 3 7 . 3 5 F L 43' 8' GB 13 . 2 1 ' 16 . 7 9 ' 7.9 6 ' 21.34' 2 2 1 7 11 12 10 1012 12 12 7 2 5 11 11 12 12 11 10 12 16 20 9 9 17 8 58 7 17 6 7 1 1 4 3 3 2 2 58 2 16 57 8 GB 60 60 4' L4 L5 L 6 2040.21 FSPCC C8 C9 C10 2 . 9  STA: 19782.63 START AC BERM SEE DETAIL "A1" HEREON 60 10 ' N24 ƒ 1 4 ' 0 5 " : 2.12 1.82 50  1 5 . 1 4 G B 20 3 8 . 8 6 48  0 0 . 0 0 G B 20 3 4 . 9 5 47  0 0 . 0 0 20 3 3 . 6 3 49  0 0 . 0 0 20 3 6 . 7 7 50  0 0 . 0 0 20 3 8 . 5 9 51  0 0 . 0 0 20 4 0 . 6 6 46  0 0 . 0 0 20 3 2 . 3 1 PROPOSED TC # 22' LT 51  7 5 . 5 0 JO I N E X 2 0 4 2 . 2 6 1.32 CONTRACTOR TO VERIFY PRIOR TO CONSTR8CTION 47  0 0 . 0 0 20 3 3 . 6 3 49  0 0 . 0 0 20 3 6 . 7 7 50  0 0 . 0 0 20 3 8 . 5 9 51  0 0 . 0 0 20 4 0 . 5 4 52  0 0 . 0 0 20 4 2 . 3 8 46  0 0 . 0 0 20 3 2 . 3 1 PROPOSED TC # 22' RT EXISTING GRADE # 22' RT 1.46 1.82 1.97 48  0 0 . 0 0 G B 20 3 4 . 9 5 50  1 5 . 1 4 G B 20 3 8 . 8 7 51  7 5 . 5 0 G B 20 4 2 . 0 2 2 0 3 4 . 7 5 1.32 ST A 5 2  0 2 . 9 4 B C R 20 4 2 . 4 2 1.46 1.82 2.15 1.66 2.09 47  0 0 . 0 0 20 3 3 . 4 8 49  0 0 . 0 0 20 3 6 . 6 2 50  0 0 . 0 0 20 3 8 . 4 4 51  0 0 . 0 0 20 4 0 . 5 4 52  0 0 . 0 0 20 4 2 . 5 7 53  0 0 . 0 0 20 4 4 . 2 3 54  0 0 . 0 0 20 4 6 . 3 0 48  0 0 . 0 0 G B 20 3 4 . 8 0 50  1 5 . 1 4 G B 20 3 8 . 7 2 51  7 5 . 5 0 G B 20 4 2 . 1 6 53  0 3 . 0 9 G B 20 4 4 . 2 8 54  1 6 . 7 4 G B 2 0 4 6 . 6 5 46  0 0 . 0 7 20 3 2 . 1 6 PROPOSED FS # CL EXISTING GRADE # CL 1.32 2043.44 TC 2042.77 FL 2043.89 FS 2043.84 FS 2043.53 FS 2043.29 TC 2042.62 FL 2043.21 TC 2042.54 FL 2043.85 TC 2043.18 FL 204 3 . 2 4 T C 0" C F 204 3 . 2 9 T C 0" C F  H P 204 3 . 8 0 T C 204 3 . 1 3 F S 2043.69 TC 2043.02 FL 7.5 MAX 7.5  MA X 2043.62 FS 2043.55 FS 5' 2 . 9  1 8 . 3 ' 1 1 ' 20 4 3 . 4 6 FS 52  3 5 . 8 5 PR T E M P S T L I G H T 61 2043.84 FS 2044.01 FS 2044.03 FS 2044.20 FS 2044.06 FS 2044.08 FS 2044.13 FS 2044.15 FS 2 MA X 2 MA X 2 MAX 2043.97 TC 0" CF 2044.51 TC 2043.84 FL 2044.05 FS 20 4 4 . 9 2 FS 204 4 . 8 5 T C 2044 . 1 8 F L 2044.08 TC\BCR 2043.41 FL 7 . 5  M A X 2043.92 FS 2043.85 TC\ECR 0" CF C8RVE TABLE C8RVE C1 C3 C4 C5 C6 C7 C8 C9 C10 LENGTH 74.95' 7.49' 111.62' 12.97' 11.74' 7.68' 18.89' 18.89' 40.43' RADI8S 300.00' 3.00' 105.00' 5.00' 20.00' 10.00' 46.00' 46.00' 77.00' DELTA ǻ=14ƒ18'52" ǻ=142ƒ57'24" ǻ=60ƒ54'22" ǻ=148ƒ37'08" ǻ=33ƒ38'19" ǻ=43ƒ59'16" ǻ=23ƒ31'58" ǻ=23ƒ31'58" ǻ=30ƒ05'12" TANGENT 37.67' 8.95' 61.73' 17.80' 6.05' 4.04' 9.58' 9.58' 20.69' LINE TABLE LINE L1 L2 L3 L4 L5 L6 LENGTH 38.10 51.33 10.79 23.70 30.76 25.14 DIRECTION N25ƒ59'45"E N29ƒ59'12"E N68ƒ13'21": N38ƒ21'26": N46ƒ45'32": S79ƒ37'18": INTERIM INTERSECTION DESIGN 7/25/24 JLM2 2 2 2 2 RED UNDER TH 12/1/217/25/24 P: \ C \ C P R K I 1 5 L 0 0 0 1 \ 0 4 0 0 C A D \ E C \ S H E E T S \ O f f s i t e \ S t r e e t \ E C - S T - C P R K I 1 5 L - S E C T I O N S . d w g A p r 0 4 , 2 0 2 4 - 5 : 2 1 p m b y S d j c No. 79693 RP FO REGISTER E D ESSIONAL E N G I CIV I L S T A TE OF CA L R A I F O N I N EERJ O DI LI N D S EY M E N S EN CITYREVISION DESCRIPTIONREV.DATE ENGR.DATE OER OER JLM DATE: DATE: 9+50.00 1940 1950 1960 1970 1940 1950 1960 1970 0 20 40 60 800-20-40 10+00.00 1940 1950 1960 1970 1940 1950 1960 1970 0 20 40 60 800-20-40 10+50.00 1940 1950 1960 1970 1940 1950 1960 1970 0 20 40 60 800-20-40 11+00.00 1940 1950 1960 1970 1940 1950 1960 1970 0 20 40 60 800-20-40 11+50.00 1950 1960 1970 1980 1950 1960 1970 1980 0 20 40 60 800-20-40 12+00.00 1950 1960 1970 1980 1950 1960 1970 1980 0 20 40 60 800-20-40 12+50.00 1955 1960 1970 1980 1955 1960 1970 1980 0 20 40 60 800-20-40 13+00.00 1960 1970 1980 1990 1960 1970 1980 1990 0 20 40 60 800-20-40 13+50.00 1960 1970 1980 1990 1960 1970 1980 1990 0 20 40 60 800-20-40 14+00.00 1960 1970 1980 1990 1960 1970 1980 1990 0 20 40 60 800-20-40 14+50.00 1960 1970 1980 1990 1960 1970 1980 1990 0 20 40 60 800-20-40 15+00.00 1965 1970 1980 1990 1965 1970 1980 1990 0 20 40 60 800-20-40 15+50.00 1960 1970 1980 1990 1960 1970 1980 1990 0 20 40 60 800-20-40 16+00.00 1960 1970 1980 1990 1960 1970 1980 1990 0 20 40 60 800-20-40 16+50.00 1960 1970 1980 1990 1960 1970 1980 1990 0 20 40 60 800-20-40 17+00.00 1965 1970 1980 1990 2000 1965 1970 1980 1990 2000 0 20 40 60 800-20-40 -1.37%-2.59%2.00%-1.76%-2.34%2.00% -1.90%-2.10 2.00% -2.00%-2.00%2.00% -2.00%-2.00%2.00% -2.00%-2.00%6.67%2.00% -2.00%-2.00%2.00% -2.00%-2.00%2.00% -2.00%-2.00%2.00% -2.00%-2.00%2.00% -2.00%-2.00%2.00% -2.00%-2.00%2.00% -2.00%-2.00%2.00%-2.00%-2.00%2.00%-2.00%-2.00%2.00% -2.00%-2.00%2.00% 2:1 5:1 4: 1 3: 1 2: 1 2 : 1 2 : 1 2:1 2:1 2:1 2:1 EL E V : 1 9 5 4 . 3 1 T C OF F S E T : 2 2 . 0 0 ' EL E V : 1 9 5 4 . 3 1 T C OF F S E T : - 2 2 . 0 0 ' EL E V : 1 9 5 5 . 3 7 T C OF F S E T : 2 2 . 0 0 ' EL E V : 1 9 5 5 . 3 7 T C OF F S E T : - 2 2 . 0 0 ' EL E V : 1 9 5 6 . 8 9 T C OF F S E T : 2 2 . 0 0 ' EL E V : 1 9 5 6 . 8 9 T C OF F S E T : - 2 2 . 0 0 ' EL E V : 1 9 5 8 . 8 8 T C OF F S E T : 2 2 . 0 0 ' EL E V : 1 9 5 8 . 8 8 T C OF F S E T : - 2 2 . 0 0 ' EL E V : 1 9 6 1 . 0 7 T C OF F S E T : - 2 2 . 0 0 ' EL E V : 1 9 6 3 . 4 7 T C OF F S E T : - 2 2 . 0 0 ' EL E V : 1 9 6 6 . 0 5 T C OF F S E T : 2 2 . 0 0 ' EL E V : 1 9 6 6 . 0 5 T C OF F S E T : - 2 2 . 0 0 ' EL E V : 1 9 6 8 . 4 5 T C OF F S E T : 2 2 . 0 0 ' EL E V : 1 9 6 8 . 4 5 T C OF F S E T : - 2 2 . 0 0 ' EL E V : 1 9 6 8 . 4 5 T C OF F S E T : 2 2 . 0 0 ' EL E V : 1 9 6 8 . 4 5 T C OF F S E T : - 2 2 . 0 0 ' EL E V : 1 9 7 0 . 8 5 T C OF F S E T : - 2 2 . 0 0 ' EL E V : 1 9 7 0 . 8 5 T C OF F S E T : 2 2 . 0 0 ' EL E V : 1 9 7 3 . 2 6 T C OF F S E T : - 2 2 . 0 0 ' EL E V : 1 9 7 3 . 2 6 T C OF F S E T : 2 2 . 0 0 ' EL E V : 1 9 7 5 . 4 7 T C OF F S E T : - 2 2 . 0 0 ' EL E V : 1 9 7 5 . 4 7 T C OF F S E T : 2 2 . 0 0 ' EL E V : 1 9 7 7 . 3 4 T C OF F S E T : - 2 2 . 0 0 ' EL E V : 1 9 7 7 . 3 4 T C OF F S E T : 2 2 . 0 0 ' EL E V : 1 9 7 8 . 8 8 T C OF F S E T : - 2 2 . 0 0 ' EL E V : 1 9 7 8 . 8 8 T C OF F S E T : 2 2 . 0 0 ' EL E V : 1 9 8 0 . 0 8 T C OF F S E T : - 2 2 . 0 0 ' EL E V : 1 9 8 0 . 0 8 T C OF F S E T : 2 2 . 0 0 ' EL E V : 1 9 8 0 . 0 8 T C OF F S E T : - 2 2 . 0 0 ' EL E V : 1 9 8 0 . 0 8 T C OF F S E T : 2 2 . 0 0 ' EL E V : 1 9 8 1 . 1 3 T C OF F S E T : 2 2 . 0 0 ' EL E V : 1 9 8 1 . 1 3 T C OF F S E T : - 2 2 . 0 0 ' EL E V : 1 9 8 2 . 1 8 T C OF F S E T : 2 2 . 0 0 ' EL E V : 1 9 8 2 . 1 8 T C OF F S E T : - 2 2 . 0 0 ' EL E V : 1 9 5 4 . 1 5 F S OF F S E T : 0 . 0 0 ' EL E V : 1 9 5 4 . 4 8 F S OF F S E T : 3 7 . 5 0 ' EL E V : 1 9 5 5 . 2 2 F S OF F S E T : 0 . 0 0 ' EL E V : 1 9 5 5 . 6 0 F S OF F S E T : 3 7 . 5 0 ' EL E V : 1 9 5 6 . 7 4 F S OF F S E T : 0 . 0 0 ' EL E V : 1 9 5 7 . 1 7 F S OF F S E T : 3 7 . 5 0 ' EL E V : 1 9 5 8 . 7 3 F S OF F S E T : 0 . 0 0 ' EL E V : 1 9 5 9 . 1 8 F S OF F S E T : 3 7 . 5 0 ' EL E V : 1 9 6 1 . 0 9 F S OF F S E T : 0 . 0 0 ' EL E V : 1 9 6 1 . 3 7 F S OF F S E T : 3 7 . 5 0 ' EL E V : 1 9 6 0 . 6 8 F S OF F S E T : 2 0 . 5 0 ' EL E V : 1 9 6 3 . 4 9 F S OF F S E T : 0 . 0 0 ' EL E V : 1 9 6 3 . 0 8 F S OF F S E T : 2 0 . 5 0 ' EL E V : 1 9 6 3 . 7 8 F S OF F S E T : 3 7 . 5 0 ' EL E V : 1 9 6 5 . 9 0 F S OF F S E T : 0 . 0 0 ' EL E V : 1 9 6 6 . 3 5 F S OF F S E T : 3 7 . 5 0 ' EL E V : 1 9 6 8 . 3 0 F S OF F S E T : 0 . 0 0 ' EL E V : 1 9 6 8 . 7 5 F S OF F S E T : 3 7 . 5 0 ' EL E V : 1 9 7 0 . 7 0 F S OF F S E T : 0 . 0 0 ' EL E V : 1 9 7 1 . 1 5 F S OF F S E T : 3 7 . 5 0 ' EL E V : 1 9 7 3 . 1 1 F S OF F S E T : 0 . 0 0 ' EL E V : 1 9 7 3 . 5 6 F S OF F S E T : 3 7 . 5 0 ' EL E V : 1 9 7 5 . 3 2 F S OF F S E T : 0 . 0 0 ' EL E V : 1 9 7 5 . 7 7 F S OF F S E T : 3 7 . 5 0 ' EL E V : 1 9 7 7 . 1 9 F S OF F S E T : 0 . 0 0 ' EL E V : 1 9 7 7 . 6 4 F S OF F S E T : 3 7 . 5 0 ' EL E V : 1 9 7 8 . 7 3 F S OF F S E T : 0 . 0 0 ' EL E V : 1 9 7 9 . 1 8 F S OF F S E T : 3 7 . 5 0 ' EL E V : 1 9 7 9 . 9 3 F S OF F S E T : 0 . 0 0 ' EL E V : 1 9 8 0 . 3 8 F S OF F S E T : 3 7 . 5 0 ' EL E V : 1 9 8 0 . 9 8 F S OF F S E T : 0 . 0 0 ' EL E V : 1 9 8 1 . 4 3 F S OF F S E T : 3 7 . 5 0 ' EL E V : 1 9 8 2 . 0 3 F S OF F S E T : 0 . 0 0 ' EL E V : 1 9 8 2 . 4 8 F S OF F S E T : 3 7 . 5 0 ' 43 42 91 18 30 87 UPDATED CROSS SECTIONS 9/19/23 JLM2 RED UNDER TH 12/1/21 7/2/24 RED UNDER TH 12/1/218/27/24 8/27/24 8/29/24GLK 8/29/24GLK 8/29/24 P: \ C \ C P R K I 1 5 L 0 0 0 1 \ 0 4 0 0 C A D \ E C \ S H E E T S \ O f f s i t e \ S t r e e t \ E C - S T - C P R K I 1 5 L - S E C T I O N S . d w g A p r 0 3 , 2 0 2 4 - 3 : 5 2 p m b y S d j c No. 79693 RP FO REGISTER E D ESSIONAL E N G I CIV I L S T A TE OF CA L R A I F O NI N EERJ O DI LI N D S EY M E N S EN CITYREVISION DESCRIPTIONREV.DATE ENGR.DATE OER OER JLM DATE: DATE: 17+50.00 1960 1970 1980 1990 2000 1960 1970 1980 1990 2000 0 20 40 60 80 1000-20-40 18+00.00 1960 1970 1980 1990 2000 1960 1970 1980 1990 2000 0 20 40 60 80 1000-20-40 18+50.00 1955 1960 1970 1980 1990 2000 1955 1960 1970 1980 1990 2000 0 20 40 60 80 1000-20-40 19+00.00 1960 1970 1980 1990 2000 1960 1970 1980 1990 2000 0 20 40 60 80 1000-20-40 19+50.00 1960 1970 1980 1990 2000 1960 1970 1980 1990 2000 0 20 40 60 80 1000-20-40 20+00.00 1965 1970 1980 1990 2000 2010 1965 1970 1980 1990 2000 2010 0 20 40 60 80 1000-20-40 20+50.00 1965 1970 1980 1990 2000 2010 1965 1970 1980 1990 2000 2010 0 20 40 60 80 1000-20-40 21+00.00 1965 1970 1980 1990 2000 2010 1965 1970 1980 1990 2000 2010 0 20 40 60 80 1000-20-40 21+50.00 1970 1980 1990 2000 2010 1970 1980 1990 2000 2010 0 20 40 60 80 1000-20-40 22+00.00 1970 1980 1990 2000 2010 1970 1980 1990 2000 2010 0 20 40 60 80 1000-20-40 22+50.00 1970 1980 1990 2000 2010 1970 1980 1990 2000 2010 0 20 40 60 80 1000-20-40 23+00.00 1970 1980 1990 2000 2010 1970 1980 1990 2000 2010 0 20 40 60 80 1000-20-40 23+50.00 1975 1980 1990 2000 2010 1975 1980 1990 2000 2010 0 20 40 60 80 1000-20-40 24+00.00 1970 1980 1990 2000 2010 1970 1980 1990 2000 2010 0 20 40 60 80 1000-20-40 24+50.00 1975 1980 1990 2000 2010 1975 1980 1990 2000 2010 0 20 40 60 80 1000-20-40 25+00.00 1975 1980 1990 2000 2010 1975 1980 1990 2000 2010 0 20 40 60 80 1000-20-40 -2.00%-2.00%2.00%-2.00%-2.00%2.00% -2.00%-2.00%2.00% -2.00%-2.00%2.00% -2.00%-2.00%2.00% -2.00%-2.00%2.00%-2.00%-2.00%2.00%-2.00%-2.00%2.00% -2.00%-2.00%2.00%-2.00%-2.00%2.00%-2.00%-2.00%2.00%-2.00%-2.00%2.00% -2.00%-2.00%2.00% -2.00%-2.00%2.00% -2.00%-2.00%2.00%-2.00%-2.00%2.00% 2:1 2:1 2 : 1 2:1 2 : 1 2:1 2 : 1 2:1 EL E V : 1 9 8 3 . 2 3 T C OF F S E T : 2 2 . 0 0 ' EL E V : 1 9 8 3 . 2 3 T C OF F S E T : - 2 2 . 0 0 ' EL E V : 1 9 8 4 . 2 8 T C OF F S E T : 2 2 . 0 0 ' EL E V : 1 9 8 4 . 2 8 T C OF F S E T : - 2 2 . 0 0 ' EL E V : 1 9 8 5 . 3 3 T C OF F S E T : 2 2 . 0 0 ' EL E V : 1 9 8 5 . 3 3 T C OF F S E T : - 2 2 . 0 0 ' EL E V : 1 9 8 5 . 3 3 T C OF F S E T : 2 2 . 0 0 ' EL E V : 1 9 8 5 . 3 3 T C OF F S E T : - 2 2 . 0 0 ' EL E V : 1 9 8 6 . 6 4 T C OF F S E T : - 2 2 . 0 0 ' EL E V : 1 9 8 6 . 6 4 T C OF F S E T : 2 2 . 0 0 ' EL E V : 1 9 8 8 . 0 5 T C OF F S E T : - 2 2 . 0 0 ' EL E V : 1 9 8 8 . 0 5 T C OF F S E T : 2 2 . 0 0 ' EL E V : 1 9 8 8 . 0 5 T C OF F S E T : - 2 2 . 0 0 ' EL E V : 1 9 8 8 . 0 5 T C OF F S E T : 2 2 . 0 0 ' EL E V : 1 9 8 9 . 4 5 T C OF F S E T : 2 2 . 0 0 ' EL E V : 1 9 8 9 . 4 5 T C OF F S E T : - 2 2 . 0 0 ' EL E V : 1 9 9 0 . 8 6 T C OF F S E T : 2 2 . 0 0 ' EL E V : 1 9 9 0 . 8 6 T C OF F S E T : - 2 2 . 0 0 ' EL E V : 1 9 9 0 . 8 6 T C OF F S E T : 2 2 . 0 0 ' EL E V : 1 9 9 0 . 8 6 T C OF F S E T : - 2 2 . 0 0 ' EL E V : 1 9 9 2 . 2 7 T C OF F S E T : - 2 2 . 0 0 ' EL E V : 1 9 9 2 . 2 7 T C OF F S E T : 2 2 . 0 0 ' EL E V : 1 9 9 3 . 4 1 T C OF F S E T : - 2 2 . 0 0 ' EL E V : 1 9 9 3 . 4 1 T C OF F S E T : 2 2 . 0 0 ' EL E V : 1 9 9 4 . 0 1 T C OF F S E T : - 2 2 . 0 0 ' EL E V : 1 9 9 4 . 0 1 T C OF F S E T : 2 2 . 0 0 ' EL E V : 1 9 9 4 . 3 4 T C OF F S E T : 2 2 . 0 0 ' EL E V : 1 9 9 4 . 3 4 T C OF F S E T : - 2 2 . 0 0 ' EL E V : 1 9 9 4 . 6 7 T C OF F S E T : - 2 2 . 0 0 ' EL E V : 1 9 9 4 . 6 7 T C OF F S E T : 2 2 . 0 0 ' EL E V : 1 9 9 5 . 0 1 T C OF F S E T : - 2 2 . 0 0 ' EL E V : 1 9 9 5 . 0 1 T C OF F S E T : 2 2 . 0 0 ' EL E V : 1 9 9 5 . 3 4 T C OF F S E T : - 2 2 . 0 0 ' EL E V : 1 9 9 5 . 3 4 T C OF F S E T : 2 2 . 0 0 ' EL E V : 1 9 9 5 . 6 7 T C OF F S E T : - 2 2 . 0 0 ' EL E V : 1 9 9 5 . 6 7 T C OF F S E T : 2 2 . 0 0 ' EL E V : 1 9 9 5 . 9 4 T C OF F S E T : - 2 2 . 0 0 ' EL E V : 1 9 9 5 . 9 4 T C OF F S E T : 2 2 . 0 0 ' EL E V : 1 9 8 3 . 0 8 F S OF F S E T : 0 . 0 0 ' EL E V : 1 9 8 3 . 5 3 F S OF F S E T : 3 7 . 5 0 ' EL E V : 1 9 8 4 . 1 3 F S OF F S E T : 0 . 0 0 ' EL E V : 1 9 8 4 . 5 8 F S OF F S E T : 3 7 . 5 0 ' EL E V : 1 9 8 5 . 1 8 F S OF F S E T : 0 . 0 0 ' EL E V : 1 9 8 5 . 6 3 F S OF F S E T : 3 7 . 5 0 ' EL E V : 1 9 8 6 . 4 9 F S OF F S E T : 0 . 0 0 ' EL E V : 1 9 8 6 . 9 4 F S OF F S E T : 3 7 . 5 0 ' EL E V : 1 9 8 7 . 8 9 F S OF F S E T : 0 . 0 0 ' EL E V : 1 9 8 8 . 3 5 F S OF F S E T : 3 7 . 5 0 ' EL E V : 1 9 8 9 . 3 0 F S OF F S E T : 0 . 0 0 ' EL E V : 1 9 8 9 . 7 5 F S OF F S E T : 3 7 . 5 0 ' EL E V : 1 9 9 0 . 7 1 F S OF F S E T : 0 . 0 0 ' EL E V : 1 9 9 1 . 1 6 F S OF F S E T : 3 7 . 5 0 ' EL E V : 1 9 9 2 . 1 2 F S OF F S E T : 0 . 0 0 ' EL E V : 1 9 9 2 . 5 7 F S OF F S E T : 3 7 . 5 0 ' EL E V : 1 9 9 3 . 2 6 F S OF F S E T : 0 . 0 0 ' EL E V : 1 9 9 3 . 7 1 F S OF F S E T : 3 7 . 5 0 ' 2 : 1 2 : 1 2 : 1 2:1 2 : 1 2: 1 3: 1 3: 1 EL E V : 1 9 9 3 . 8 6 F S OF F S E T : 0 . 0 0 ' EL E V : 1 9 9 4 . 3 1 F S OF F S E T : 3 7 . 5 0 ' EL E V : 1 9 9 4 . 1 9 F S OF F S E T : 0 . 0 0 ' EL E V : 1 9 9 4 . 6 4 F S OF F S E T : 3 7 . 5 0 ' EL E V : 1 9 9 4 . 5 2 F S OF F S E T : 0 . 0 0 ' EL E V : 1 9 9 4 . 9 7 F S OF F S E T : 3 7 . 5 0 ' EL E V : 1 9 9 4 . 8 6 F S OF F S E T : 0 . 0 0 ' EL E V : 1 9 9 5 . 3 1 F S OF F S E T : 3 7 . 5 0 ' EL E V : 1 9 9 5 . 1 9 F S OF F S E T : 0 . 0 0 ' EL E V : 1 9 9 5 . 6 4 F S OF F S E T : 3 7 . 5 0 ' EL E V : 1 9 9 5 . 5 2 F S OF F S E T : 0 . 0 0 ' EL E V : 1 9 9 5 . 9 7 F S OF F S E T : 3 7 . 5 0 ' EL E V : 1 9 9 5 . 7 9 F S OF F S E T : 0 . 0 0 ' EL E V : 1 9 9 6 . 2 4 F S OF F S E T : 3 7 . 5 0 ' UPDATED CROSS SECTIONS 9/19/23 JLM2 RED UNDER TH 12/1/21 7/2/24 RED UNDER TH 12/1/218/27/24 8/27/24 8/29/24GLK 8/29/24GLK 8/29/24 P: \ C \ C P R K I 1 5 L 0 0 0 1 \ 0 4 0 0 C A D \ E C \ S H E E T S \ O f f s i t e \ S t r e e t \ E C - S T - C P R K I 1 5 L - S E C T I O N S . d w g A p r 2 9 , 2 0 2 4 - 3 : 1 1 p m b y S d j c No. 79693 RP FO REGISTER E D ESSIONAL E N G I CIV I L S T A TE OF CA L R A I F O NI N EERJ O DI LI N D S EY M E N S EN CITYREVISION DESCRIPTIONREV.DATE ENGR.DATE OER OER JLM DATE: DATE: 25+50.00 1980 1990 2000 2010 1980 1990 2000 2010 0 20 40 600-20-40 26+00.00 1980 1990 2000 2010 1980 1990 2000 2010 0 20 40 600-20-40 26+50.00 1980 1990 2000 2010 1980 1990 2000 2010 0 20 40 600-20-40 27+00.00 1980 1990 2000 2010 1980 1990 2000 2010 0 20 40 600-20-40 27+50.00 1980 1990 2000 2010 1980 1990 2000 2010 0 20 40 600-20-40 28+00.00 1980 1990 2000 2010 1980 1990 2000 2010 0 20 40 600-20-40 28+50.00 1990 2000 2010 2020 1990 2000 2010 2020 0 20 40 600-20-40 29+00.00 1990 2000 2010 2020 1990 2000 2010 2020 0 20 40 600-20-40 29+50.00 1990 2000 2010 2020 1990 2000 2010 2020 0 20 40 600-20-40 30+00.00 1990 2000 2010 2020 1990 2000 2010 2020 0 20 40 600-20-40 30+50.00 1990 2000 2010 2020 1990 2000 2010 2020 0 20 40 600-20-40 31+00.00 1990 2000 2010 2020 1990 2000 2010 2020 0 20 40 600-20-40 31+50.00 1990 2000 2010 2020 1990 2000 2010 2020 0 20 40 600-20-40 32+00.00 1990 2000 2010 2020 1990 2000 2010 2020 0 20 40 600-20-40 32+50.00 1990 2000 2010 2020 1990 2000 2010 2020 0 20 40 600-20-40 33+00.00 1990 2000 2010 2020 1990 2000 2010 2020 0 20 40 600-20-40 -2.00%-2.00%2.00%-2.00%-2.00%2.00%-2.00%-2.00%2.00%-2.00%-2.00%2.00% -2.00%-2.00%2.00%-2.00%-2.00%2.00% -2.00%-2.00%2.00% -2.00%-2.00%2.00% -2.00%-2.00%2.00%-2.00%-2.00%2.00%-2.00%-2.00%2.00%-2.00%-2.00%2.00% -2.00%-2.00%2.00% -2.00%-2.00%2.00% -2.00%-2.00%2.00% -2.00%-2.00%2.00% 3: 1 2: 1 2:1 2 : 1 2 : 1 2:1 2:1 3: 1 2: 1 3: 12: 1 2 : 1 2 : 1 2: 1 5:1 2:1 4: 1 2: 1 2 : 1 2:1 2 : 1 EL E V : 1 9 9 6 . 1 9 T C OF F S E T : - 2 2 . 0 0 ' EL E V : 1 9 9 6 . 1 9 T C OF F S E T : 2 2 . 0 0 ' EL E V : 1 9 9 6 . 1 9 T C OF F S E T : - 2 2 . 0 0 ' EL E V : 1 9 9 6 . 1 9 T C OF F S E T : 2 2 . 0 0 ' EL E V : 1 9 9 6 . 4 4 T C OF F S E T : 2 2 . 0 0 ' EL E V : 1 9 9 6 . 4 4 T C OF F S E T : - 2 2 . 0 0 ' EL E V : 1 9 9 6 . 7 7 T C OF F S E T : 2 2 . 0 0 ' EL E V : 1 9 9 6 . 7 7 T C OF F S E T : - 2 2 . 0 0 ' EL E V : 1 9 9 7 . 4 6 T C OF F S E T : 2 2 . 0 0 ' EL E V : 1 9 9 7 . 4 6 T C OF F S E T : - 2 2 . 0 0 ' EL E V : 1 9 9 8 . 5 2 T C OF F S E T : 2 2 . 0 0 ' EL E V : 1 9 9 8 . 5 2 T C OF F S E T : - 2 2 . 0 0 ' EL E V : 1 9 9 9 . 9 4 T C OF F S E T : 2 2 . 0 0 ' EL E V : 1 9 9 9 . 9 4 T C OF F S E T : - 2 2 . 0 0 ' EL E V : 1 9 9 9 . 9 4 T C OF F S E T : 2 2 . 0 0 ' EL E V : 1 9 9 9 . 9 4 T C OF F S E T : - 2 2 . 0 0 ' EL E V : 2 0 0 1 . 7 4 T C OF F S E T : - 2 2 . 0 0 ' EL E V : 2 0 0 1 . 7 4 T C OF F S E T : 2 2 . 0 0 ' EL E V : 2 0 0 3 . 6 8 T C OF F S E T : - 2 2 . 0 0 ' EL E V : 2 0 0 3 . 6 8 T C OF F S E T : 2 2 . 0 0 ' EL E V : 2 0 0 5 . 1 1 T C OF F S E T : 2 2 . 0 0 ' EL E V : 2 0 0 5 . 1 1 T C OF F S E T : - 2 2 . 0 0 ' EL E V : 2 0 0 5 . 8 3 T C OF F S E T : 2 2 . 0 0 ' EL E V : 2 0 0 6 . 3 3 T C OF F S E T : - 2 2 . 0 0 ' EL E V : 2 0 0 6 . 3 3 T C OF F S E T : 2 2 . 0 0 ' EL E V : 2 0 0 6 . 1 0 T C OF F S E T : - 2 2 . 0 0 ' EL E V : 2 0 0 6 . 1 0 T C OF F S E T : 2 2 . 0 0 ' EL E V : 2 0 0 5 . 3 3 T C OF F S E T : - 2 2 . 0 0 ' EL E V : 2 0 0 5 . 3 3 T C OF F S E T : 2 2 . 0 0 ' EL E V : 2 0 0 4 . 1 3 T C OF F S E T : - 2 2 . 0 0 ' EL E V : 2 0 0 4 . 1 3 T C OF F S E T : 2 2 . 0 0 ' EL E V : 2 0 0 2 . 9 1 T C OF F S E T : - 2 2 . 0 0 ' EL E V : 2 0 0 2 . 9 1 T C OF F S E T : 2 2 . 0 0 ' EL E V : 2 0 0 1 . 7 5 T C OF F S E T : - 2 2 . 0 0 ' EL E V : 2 0 0 1 . 7 5 T C OF F S E T : 2 2 . 0 0 ' EL E V : 1 9 9 6 . 0 4 F S OF F S E T : 0 . 0 0 ' EL E V : 1 9 9 6 . 4 9 F S OF F S E T : 3 7 . 5 0 ' 3: 13: 1 EL E V : 1 9 9 6 . 2 9 F S OF F S E T : 0 . 0 0 ' EL E V : 1 9 9 6 . 7 4 F S OF F S E T : 3 7 . 5 0 ' EL E V : 1 9 9 6 . 6 2 F S OF F S E T : 0 . 0 0 ' EL E V : 1 9 9 7 . 0 7 F S OF F S E T : 3 7 . 5 0 ' EL E V : 1 9 9 7 . 3 1 F S OF F S E T : 0 . 0 0 ' EL E V : 1 9 9 7 . 7 6 F S OF F S E T : 3 7 . 5 0 ' EL E V : 1 9 9 8 . 3 7 F S OF F S E T : 0 . 0 0 ' EL E V : 1 9 9 8 . 8 2 F S OF F S E T : 3 7 . 5 0 ' EL E V : 1 9 9 9 . 7 9 F S OF F S E T : 0 . 0 0 ' EL E V : 2 0 0 0 . 2 4 F S OF F S E T : 3 7 . 5 0 ' EL E V : 2 0 0 1 . 5 9 F S OF F S E T : 0 . 0 0 ' EL E V : 2 0 0 2 . 0 4 F S OF F S E T : 3 7 . 5 0 ' EL E V : 2 0 0 3 . 5 3 F S OF F S E T : 0 . 0 0 ' EL E V : 2 0 0 3 . 9 8 F S OF F S E T : 3 7 . 5 0 ' EL E V : 2 0 0 4 . 9 6 F S OF F S E T : 0 . 0 0 ' EL E V : 2 0 0 5 . 4 2 F S OF F S E T : 3 7 . 5 0 ' EL E V : 2 0 0 5 . 4 4 F S OF F S E T : - 2 0 . 5 0 ' EL E V : 2 0 0 6 . 1 3 F S OF F S E T : 3 7 . 5 0 ' EL E V : 2 0 0 5 . 8 5 F S OF F S E T : 0 . 0 0 ' EL E V : 2 0 0 6 . 1 8 F S OF F S E T : 0 . 0 0 ' EL E V : 2 0 0 6 . 6 3 F S OF F S E T : 3 7 . 5 0 ' EL E V : 2 0 0 5 . 9 5 F S OF F S E T : 0 . 0 0 ' EL E V : 2 0 0 6 . 4 0 F S OF F S E T : 3 7 . 5 0 ' EL E V : 2 0 0 5 . 1 8 F S OF F S E T : 0 . 0 0 ' EL E V : 2 0 0 5 . 6 3 F S OF F S E T : 3 7 . 5 0 ' EL E V : 2 0 0 3 . 9 8 F S OF F S E T : 0 . 0 0 ' EL E V : 2 0 0 4 . 4 3 F S OF F S E T : 3 7 . 5 0 ' EL E V : 2 0 0 2 . 7 6 F S OF F S E T : 0 . 0 0 ' EL E V : 2 0 0 3 . 2 1 F S OF F S E T : 3 7 . 5 0 ' EL E V : 2 0 0 1 . 6 0 F S OF F S E T : 0 . 0 0 ' EL E V : 2 0 0 2 . 0 5 F S OF F S E T : 3 7 . 5 0 ' UPDATED CROSS SECTIONS 9/19/23 JLM2 RED UNDER TH 12/1/21 7/2/24 RED UNDER TH 12/1/218/27/24 8/27/24 8/29/24GLK 8/29/24GLK 8/29/24 P: \ C \ C P R K I 1 5 L 0 0 0 1 \ 0 4 0 0 C A D \ E C \ S H E E T S \ O f f s i t e \ S t r e e t \ E C - S T - C P R K I 1 5 L - S E C T I O N S . d w g M a r 1 9 , 2 0 2 4 - 3 : 1 7 p m b y S d j c No. 79693 RP FO REGISTER E D ESSIONAL E N G I CIV I L S T A TE OF CA L R A I F O NI N EERJ O DI LI N D S EY M E N S EN CITYREVISION DESCRIPTIONREV.DATE ENGR.DATE OER OER JLM DATE: DATE: 33+50.00 1990 2000 2010 2020 1990 2000 2010 2020 0 20 400-20-40 34+00.00 1990 2000 2010 2020 1990 2000 2010 2020 0 20 400-20-40 34+50.00 1990 2000 2010 2020 1990 2000 2010 2020 0 20 400-20-40 35+00.00 1990 2000 2010 2020 1990 2000 2010 2020 0 20 400-20-40 35+50.00 1990 2000 2010 2020 1990 2000 2010 2020 0 20 400-20-40 36+00.00 1990 2000 2010 2020 1990 2000 2010 2020 0 20 400-20-40 36+50.00 1990 2000 2010 2020 1990 2000 2010 2020 0 20 400-20-40 37+00.00 1990 2000 2010 2020 1990 2000 2010 2020 0 20 400-20-40 37+50.00 2000 2010 2020 2030 2000 2010 2020 2030 0 20 400-20-40 38+00.00 2000 2010 2020 2030 2000 2010 2020 2030 0 20 400-20-40 38+50.00 2000 2010 2020 2030 2000 2010 2020 2030 0 20 400-20-40 39+00.00 2000 2010 2020 2030 2000 2010 2020 2030 0 20 400-20-40 39+50.00 2000 2010 2020 2030 2000 2010 2020 2030 0 20 400-20-40 40+00.00 2000 2010 2020 2030 2000 2010 2020 2030 0 20 400-20-40 40+50.00 2010 2020 2030 2040 2010 2020 2030 2040 0 20 400-20-40 41+00.00 2010 2020 2030 2040 2010 2020 2030 2040 0 20 400-20-40 41+50.00 2010 2020 2030 2040 2010 2020 2030 2040 0 20 400-20-40 42+00.00 2010 2020 2030 2040 2010 2020 2030 2040 0 20 400-20-40 42+50.00 2010 2020 2030 2040 2010 2020 2030 2040 0 20 400-20-40 43+00.00 2010 2020 2030 2040 2010 2020 2030 2040 0 20 400-20-40 2 : 1 2 : 1 2:1 2:1 2:1 2:1 2:1 2:1 2:1 2:1 EL E V : 2 0 0 1 . 0 6 T C OF F S E T : - 2 2 . 0 0 ' EL E V : 2 0 0 1 . 0 6 T C OF F S E T : 2 2 . 0 0 ' EL E V : 2 0 0 0 . 9 1 T C OF F S E T : - 2 2 . 0 0 ' EL E V : 2 0 0 0 . 9 1 T C OF F S E T : 2 2 . 0 0 ' EL E V : 2 0 0 1 . 2 9 T C OF F S E T : - 2 2 . 0 0 ' EL E V : 2 0 0 1 . 2 9 T C OF F S E T : 2 2 . 0 0 ' EL E V : 2 0 0 2 . 2 1 T C OF F S E T : - 2 2 . 0 0 ' EL E V : 2 0 0 2 . 2 1 T C OF F S E T : 2 2 . 0 0 ' EL E V : 2 0 0 3 . 4 9 T C OF F S E T : - 2 2 . 0 0 ' EL E V : 2 0 0 5 . 4 0 T C OF F S E T : - 2 2 . 0 0 ' EL E V : 2 0 0 7 . 5 6 T C OF F S E T : - 2 2 . 0 0 ' EL E V : 2 0 0 7 . 5 6 T C OF F S E T : 2 2 . 0 0 ' EL E V : 2 0 0 9 . 5 4 T C OF F S E T : - 2 2 . 0 0 ' EL E V : 2 0 0 9 . 5 4 T C OF F S E T : 2 2 . 0 0 ' EL E V : 2 0 1 1 . 5 3 T C OF F S E T : - 2 2 . 0 0 ' EL E V : 2 0 1 1 . 5 3 T C OF F S E T : 2 2 . 0 0 ' EL E V : 2 0 1 3 . 5 2 T C OF F S E T : - 2 2 . 0 0 ' EL E V : 2 0 1 3 . 5 2 T C OF F S E T : 2 2 . 0 0 ' EL E V : 2 0 1 5 . 5 0 T C OF F S E T : - 2 2 . 0 0 ' EL E V : 2 0 1 5 . 5 0 T C OF F S E T : 2 2 . 0 0 ' EL E V : 2 0 1 7 . 3 4 T C OF F S E T : - 2 2 . 0 0 ' EL E V : 2 0 1 7 . 3 4 T C OF F S E T : 2 2 . 0 0 ' EL E V : 2 0 1 8 . 8 7 T C OF F S E T : - 2 2 . 0 0 ' EL E V : 2 0 1 8 . 8 7 T C OF F S E T : 2 2 . 0 0 ' EL E V : 2 0 2 0 . 2 5 T C OF F S E T : - 2 2 . 0 0 ' EL E V : 2 0 2 0 . 2 5 T C OF F S E T : 2 2 . 0 0 ' EL E V : 2 0 2 1 . 6 4 T C OF F S E T : - 2 2 . 0 0 ' EL E V : 2 0 2 1 . 6 4 T C OF F S E T : 2 2 . 0 0 ' EL E V : 2 0 2 3 . 0 2 T C OF F S E T : - 2 2 . 0 0 ' EL E V : 2 0 2 3 . 0 2 T C OF F S E T : 2 2 . 0 0 ' EL E V : 2 0 2 4 . 4 0 T C OF F S E T : - 2 2 . 0 0 ' EL E V : 2 0 2 4 . 4 0 T C OF F S E T : 2 2 . 0 0 ' EL E V : 2 0 2 5 . 7 9 T C OF F S E T : - 2 2 . 0 0 ' EL E V : 2 0 2 5 . 7 9 T C OF F S E T : 2 2 . 0 0 ' EL E V : 2 0 2 7 . 1 6 T C OF F S E T : - 2 2 . 0 0 ' EL E V : 2 0 2 7 . 1 6 T C OF F S E T : 2 2 . 0 0 ' EL E V : 2 0 2 8 . 2 6 T C OF F S E T : - 2 2 . 0 0 ' EL E V : 2 0 2 8 . 2 6 T C OF F S E T : 2 2 . 0 0 ' EL E V : 2 0 0 0 . 9 1 F S OF F S E T : 0 . 0 0 ' EL E V : 2 0 0 1 . 3 6 F S OF F S E T : 3 7 . 5 0 ' 2: 1 3: 1 2: 1 EL E V : 2 0 0 0 . 7 6 F S OF F S E T : 0 . 0 0 ' EL E V : 2 0 0 1 . 2 1 F S OF F S E T : 3 7 . 5 0 ' EL E V : 2 0 0 1 . 1 4 F S OF F S E T : 0 . 0 0 ' EL E V : 2 0 0 1 . 5 9 F S OF F S E T : 3 7 . 5 0 ' EL E V : 2 0 0 2 . 0 6 F S OF F S E T : 0 . 0 0 ' EL E V : 2 0 0 2 . 5 1 F S OF F S E T : 3 7 . 5 0 ' EL E V : 2 0 0 3 . 5 1 F S OF F S E T : 0 . 0 0 ' EL E V : 2 0 0 3 . 7 9 F S OF F S E T : 3 7 . 5 0 ' EL E V : 2 0 0 5 . 4 2 F S OF F S E T : 0 . 0 0 ' EL E V : 2 0 0 5 . 0 1 F S OF F S E T : 2 0 . 5 0 ' EL E V : 2 0 0 5 . 7 1 F S OF F S E T : 3 7 . 5 0 ' EL E V : 2 0 0 7 . 4 1 F S OF F S E T : 0 . 0 0 ' EL E V : 2 0 0 7 . 8 6 F S OF F S E T : 3 7 . 5 0 ' EL E V : 2 0 0 9 . 3 9 F S OF F S E T : 0 . 0 0 ' EL E V : 2 0 0 9 . 8 4 F S OF F S E T : 3 7 . 5 0 ' EL E V : 2 0 1 1 . 3 8 F S OF F S E T : 0 . 0 0 ' EL E V : 2 0 1 1 . 8 3 F S OF F S E T : 3 7 . 5 0 ' EL E V : 2 0 1 3 . 3 6 F S OF F S E T : 0 . 0 0 ' EL E V : 2 0 1 3 . 8 2 F S OF F S E T : 3 7 . 5 0 ' EL E V : 2 0 1 5 . 3 5 F S OF F S E T : 0 . 0 0 ' EL E V : 2 0 1 5 . 8 0 F S OF F S E T : 3 7 . 5 0 ' EL E V : 2 0 1 7 . 1 9 F S OF F S E T : 0 . 0 0 ' EL E V : 2 0 1 7 . 6 4 F S OF F S E T : 3 7 . 5 0 ' EL E V : 2 0 1 8 . 7 2 F S OF F S E T : 0 . 0 0 ' EL E V : 2 0 1 9 . 1 7 F S OF F S E T : 3 7 . 5 0 ' EL E V : 2 0 2 0 . 1 0 F S OF F S E T : 0 . 0 0 ' EL E V : 2 0 2 0 . 5 5 F S OF F S E T : 3 7 . 5 0 ' EL E V : 2 0 2 1 . 4 9 F S OF F S E T : 0 . 0 0 ' EL E V : 2 0 2 1 . 9 4 F S OF F S E T : 3 7 . 5 0 ' EL E V : 2 0 2 2 . 8 7 F S OF F S E T : 0 . 0 0 ' EL E V : 2 0 2 3 . 3 2 F S OF F S E T : 3 7 . 5 0 ' EL E V : 2 0 2 4 . 2 5 F S OF F S E T : 0 . 0 0 ' EL E V : 2 0 2 4 . 7 0 F S OF F S E T : 3 7 . 5 0 ' EL E V : 2 0 2 5 . 6 4 F S OF F S E T : 0 . 0 0 ' EL E V : 2 0 2 6 . 0 9 F S OF F S E T : 3 7 . 5 0 ' EL E V : 2 0 2 7 . 0 1 F S OF F S E T : 0 . 0 0 ' EL E V : 2 0 2 7 . 4 6 F S OF F S E T : 3 7 . 5 0 ' EL E V : 2 0 2 8 . 1 1 F S OF F S E T : 0 . 0 0 ' EL E V : 2 0 2 8 . 5 6 F S OF F S E T : 3 7 . 5 0 ' -2.00%-2.00%2.00%-2.00%-2.00%2.00%-2.00%-2.00%2.00% -2.00%-2.00%6.67% -2.00%-2.00%2.00% -2.00%-2.00%2.00%-2.00%-2.00%6.67% EL E V : 2 0 0 3 . 1 0 F S OF F S E T : 2 0 . 5 0 ' -2.00%-2.00%2.00% -2.00%-2.00%2.00% -2.00%-2.00%2.00% -2.00%-2.00%2.00% -2.00%-2.00%2.00% -2.00%-2.00%2.00%-2.00%-2.00%2.00%-2.00%-2.00%2.00% -2.00%-2.00%2.00% -2.00%-2.00%2.00%-2.00%-2.00%2.00%-2.00%-2.00%2.00%-2.00%-2.00%2.00% UPDATED CROSS SECTIONS 9/19/23 JLM2 RED UNDER TH 12/1/217/2/24 RED UNDER TH 12/1/218/27/24 8/27/24 8/29/24GLK 8/29/24GLK 8/29/24 P: \ C \ C P R K I 1 5 L 0 0 0 1 \ 0 4 0 0 C A D \ E C \ S H E E T S \ O f f s i t e \ S t r e e t \ E C - S T - C P R K I 1 5 L - S E C T I O N S . d w g A p r 2 9 , 2 0 2 4 - 3 : 1 2 p m b y S d j c No. 79693 RP FO REGISTER E D ESSIONAL E N G I CIV I L S T A TE OF CA L R A I F O NI N EERJ O DI LI N D S EY M E N S EN CITYREVISION DESCRIPTIONREV.DATE ENGR.DATE OER OER JLM DATE: DATE: 44+50.00 2020 2030 2040 2050 2020 2030 2040 2050 0 20 400-20-40 43+50.00 2015 2020 2030 2040 2015 2020 2030 2040 0 20 400-20-40 44+00.00 2015 2020 2030 2040 2015 2020 2030 2040 0 20 400-20-40 45+00.00 2020 2030 2040 2050 2020 2030 2040 2050 0 20 400-20-40 45+50.00 2020 2030 2040 2050 2020 2030 2040 2050 0 20 400-20-40 46+00.00 2020 2030 2040 2050 2020 2030 2040 2050 0 20 400-20-40 46+50.00 2020 2030 2040 2050 2020 2030 2040 2050 0 20 400-20-40 47+00.00 2020 2030 2040 2050 2020 2030 2040 2050 0 20 400-20-40 47+50.00 2020 2030 2040 2050 2020 2030 2040 2050 0 20 400-20-40 48+00.00 2025 2030 2040 2050 2025 2030 2040 2050 0 20 400-20-40 48+50.00 2025 2030 2040 2050 2025 2030 2040 2050 0 20 400-20-40 49+00.00 2025 2030 2040 2050 2025 2030 2040 2050 0 20 400-20-40 49+50.00 2030 2040 2050 2060 2030 2040 2050 2060 0 20 400-20-40 50+00.00 2030 2040 2050 2060 2030 2040 2050 2060 0 20 400-20-40 50+50.00 2030 2040 2050 2060 2030 2040 2050 2060 0 20 400-20-40 51+00.00 2030 2040 2050 2060 2030 2040 2050 2060 0 20 400-20-40 51+50.00 2030 2040 2050 2060 2030 2040 2050 2060 0 20 400-20-40 52+00.00 2030 2040 2050 2060 2030 2040 2050 2060 0 20 400-20-40 52+50.00 2030 2040 2050 2060 2030 2040 2050 2060 0 20 400-20-40 53+00.00 2030 2040 2050 2060 2030 2040 2050 2060 0 20 400-20-40 2:1 2 : 1 EL E V : 2 0 2 9 . 0 2 T C OF F S E T : - 2 2 . 0 0 ' EL E V : 2 0 2 9 . 0 2 T C OF F S E T : 2 2 . 0 0 ' EL E V : 2 0 2 9 . 6 8 T C OF F S E T : - 2 2 . 0 0 ' EL E V : 2 0 2 9 . 6 8 T C OF F S E T : 2 2 . 0 0 ' EL E V : 2 0 3 1 . 6 6 T C OF F S E T : - 2 2 . 0 0 ' EL E V : 2 0 3 1 . 6 6 T C OF F S E T : 2 2 . 0 0 ' EL E V : 2 0 3 2 . 3 1 T C OF F S E T : - 2 2 . 0 0 ' EL E V : 2 0 3 2 . 3 1 T C OF F S E T : 2 2 . 0 0 ' EL E V : 2 0 3 2 . 9 7 T C OF F S E T : - 2 2 . 0 0 ' EL E V : 2 0 3 2 . 9 7 T C OF F S E T : 2 2 . 0 0 ' EL E V : 2 0 3 3 . 6 3 T C OF F S E T : - 2 2 . 0 0 ' EL E V : 2 0 3 3 . 6 3 T C OF F S E T : 2 2 . 0 0 ' EL E V : 2 0 3 4 . 2 9 T C OF F S E T : - 2 2 . 0 0 ' EL E V : 2 0 3 4 . 2 9 T C OF F S E T : 2 2 . 0 0 ' EL E V : 2 0 3 4 . 7 8 T C OF F S E T : - 2 2 . 0 0 ' EL E V : 2 0 3 5 . 8 6 T C OF F S E T : - 2 2 . 0 0 ' EL E V : 2 0 3 5 . 8 6 T C OF F S E T : 2 2 . 0 0 ' EL E V : 2 0 3 6 . 7 7 T C OF F S E T : - 2 2 . 0 0 ' EL E V : 2 0 3 6 . 7 7 T C OF F S E T : 2 2 . 0 0 ' EL E V : 2 0 3 7 . 6 8 T C OF F S E T : - 2 2 . 0 0 ' EL E V : 2 0 3 7 . 6 8 T C OF F S E T : 2 2 . 0 0 ' EL E V : 2 0 3 8 . 5 9 T C OF F S E T : - 2 2 . 0 0 ' EL E V : 2 0 3 8 . 5 9 T C OF F S E T : 2 2 . 0 0 ' EL E V : 2 0 3 9 . 5 7 T C OF F S E T : 2 4 . 2 1 ' EL E V : 2 0 4 0 . 5 0 T C OF F S E T : 3 1 . 7 1 ' EL E V : 2 0 4 1 . 5 7 T C OF F S E T : 3 1 . 7 1 ' EL E V : 2 0 4 2 . 5 2 T C OF F S E T : 3 1 . 7 1 ' EL E V : 2 0 4 3 . 3 5 T C OF F S E T : 3 1 . 7 1 ' EL E V : 2 0 4 4 . 1 8 T C OF F S E T : 3 1 . 7 1 ' EL E V : 2 0 3 0 . 1 7 T C OF F S E T : 2 2 . 0 0 ' EL E V : 2 0 3 1 . 0 0 T C OF F S E T : - 2 2 . 0 0 ' EL E V : 2 0 3 1 . 0 0 T C OF F S E T : 2 2 . 0 0 ' EL E V : 2 0 2 8 . 8 7 F S OF F S E T : 0 . 0 0 ' EL E V : 2 0 2 9 . 3 2 F S OF F S E T : 3 7 . 5 0 ' EL E V : 2 0 2 9 . 5 3 F S OF F S E T : 0 . 0 0 ' EL E V : 2 0 2 9 . 9 8 F S OF F S E T : 3 7 . 5 0 ' EL E V : 2 0 3 0 . 1 9 F S OF F S E T : 0 . 0 0 ' EL E V : 2 0 3 0 . 4 7 F S OF F S E T : 3 7 . 5 0 ' EL E V : 2 0 3 0 . 8 5 F S OF F S E T : 0 . 0 0 ' EL E V : 2 0 3 1 . 3 0 F S OF F S E T : 3 7 . 5 0 ' EL E V : 2 0 3 1 . 5 0 F S OF F S E T : 0 . 0 0 ' EL E V : 2 0 3 1 . 9 6 F S OF F S E T : 3 7 . 5 0 ' EL E V : 2 0 3 2 . 1 6 F S OF F S E T : 0 . 0 0 ' EL E V : 2 0 3 2 . 6 1 F S OF F S E T : 3 7 . 5 0 ' EL E V : 2 0 3 2 . 8 2 F S OF F S E T : 0 . 0 0 ' EL E V : 2 0 3 3 . 2 7 F S OF F S E T : 3 7 . 5 0 ' EL E V : 2 0 3 3 . 4 8 F S OF F S E T : 0 . 0 0 ' EL E V : 2 0 3 3 . 9 3 F S OF F S E T : 3 7 . 5 0 ' EL E V : 2 0 3 4 . 1 4 F S OF F S E T : 0 . 0 0 ' EL E V : 2 0 3 4 . 5 9 F S OF F S E T : 3 7 . 5 0 ' EL E V : 2 0 3 4 . 8 0 F S OF F S E T : 0 . 0 0 ' EL E V : 2 0 3 4 . 3 9 F S OF F S E T : 2 0 . 5 4 ' EL E V : 2 0 3 5 . 7 1 F S OF F S E T : 0 . 0 0 ' EL E V : 2 0 3 6 . 1 6 F S OF F S E T : 3 7 . 5 0 ' EL E V : 2 0 3 6 . 6 2 F S OF F S E T : 0 . 0 0 ' EL E V : 2 0 3 7 . 0 7 F S OF F S E T : 3 7 . 5 0 ' EL E V : 2 0 3 7 . 5 3 F S OF F S E T : 0 . 0 0 ' EL E V : 2 0 3 7 . 9 8 F S OF F S E T : 3 7 . 5 0 ' EL E V : 2 0 3 8 . 4 4 F S OF F S E T : 0 . 0 0 ' EL E V : 2 0 3 8 . 8 9 F S OF F S E T : 3 7 . 5 0 ' EL E V : 2 0 3 9 . 4 6 F S OF F S E T : 0 . 0 0 ' EL E V : 2 0 3 9 . 8 7 F S OF F S E T : 3 9 . 7 1 ' EL E V : 2 0 4 0 . 5 4 F S OF F S E T : 0 . 0 0 ' EL E V : 2 0 4 0 . 8 0 F S OF F S E T : 4 7 . 2 1 ' EL E V : 2 0 4 1 . 6 1 F S OF F S E T : 0 . 0 0 ' EL E V : 2 0 4 1 . 8 7 F S OF F S E T : 4 7 . 2 1 ' -2.00%-2.00%2.00%-2.00%-2.00%2.00% -2.00%-2.00%2.00% EL E V : 2 0 4 0 . 6 6 TC OF F S E T : - 2 2 . 0 0 ' EL E V : 2 0 4 1 . 7 2 TC OF F S E T : - 2 2 . 0 0 ' EL E V : 2 0 2 9 . 7 8 F S OF F S E T : - 2 0 . 5 0 ' -2.00%-2.00%2.00% -2.00%-2.00%2.00%-2.00%-2.00%2.00%-2.00%-2.00%2.00%-2.00%-2.00%2.00% -2.00%-2.00% -2.00%-2.00%-2.00%-2.00%2.00% -2.00%-2.00%2.00%-2.00%-2.00%2.00%2.00% 2.00% 2.00%EL E V : 2 0 3 9 . 6 5 TC OF F S E T : - 2 2 . 0 0 ' 2.00% EL E V : 2 0 4 4 . 4 8 F S OF F S E T : 4 7 . 2 1 ' 2.00% EL E V : 2 0 4 4 . 2 3 F S OF F S E T : 0 . 0 0 ' EL E V : 2 0 4 3 . 6 5 F S OF F S E T : 4 7 . 2 1 ' EL E V : 2 0 4 3 . 4 0 F S OF F S E T : 0 . 0 0 ' 2.00% EL E V : 2 0 4 2 . 8 2 F S OF F S E T : 4 7 . 2 1 ' EL E V : 2 0 4 2 . 5 7 F S OF F S E T : 0 . 0 0 ' 1.61% 1.73%-1.58%2.00%-1.27%-1.15%-1.08% -1.92% -2.18% -2.23% -2.48%-2.81%-3.14% 40 . 5 4 41 . 5 3 42 . 3 8 43 . 1 1 43 . 8 4 -2.00%-2.00%2.00% 95 UPDATED CROSS SECTIONS 9/19/23 JLM2 RED UNDER TH 12/1/21 7/2/24 RED UNDER TH 12/1/218/27/24 8/27/24 8/29/24GLK 8/29/24GLK 8/29/24 P: \ C \ C P R K I 1 5 L 0 0 0 1 \ 0 4 0 0 C A D \ E C \ S H E E T S \ O f f s i t e \ S t r e e t \ E C - S T - C P R K I 1 5 L - D E T A I L S . d w g F e b 2 8 , 2 0 2 4 - 7 : 0 9 a m b y O x r No. 79693 RP FO REGISTER E D ESSIONAL E N G I CIV I L S T A TE OF CA L R A I F O NI N EERJ O DI LI N D S EY M E N S EN CITYREVISION DESCRIPTION REV. DATE ENGR.DATE OER OER JLM DATE: DATE: ADDED STANDARD DETAILS 9/19/23 JLM REV. 2 RED UNDER TH 12/1/21 7/2/24 RED UNDER TH 12/1/218/27/24 8/27/24 8/29/24GLK 8/29/24GLK 8/29/24 P: \ C \ C P R K I 1 5 L 0 0 0 1 \ 0 4 0 0 C A D \ E C \ S H E E T S \ O f f s i t e \ S t r e e t \ E C - S T - C P R K I 1 5 L - D E T A I L S . d w g M a r 1 9 , 2 0 2 4 - 1 0 : 0 0 a m b y S d j c No. 79693 RP FO REGISTER E D ESSIONAL E N G I CIV I L S T A TE OF CA L R A I F O N I N EERJ O DI LI N D S EY M E N S EN CITYREVISION DESCRIPTIONREV.DATE ENGR.DATE OER OER JLM DATE: DATE: ADDED STANDARD DETAILS 9/19/23 JLM2 RED UNDER TH 12/1/217/2/24 RED UNDER TH 12/1/218/27/24 8/27/24 8/29/24GLK 8/29/24GLK 8/29/24