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22-0607_ALL AMERICAN ASPHALT, INC._Plans
SPRING STREET AND EL CAMINO REAL ADA IMPROVEMENT PROJECT CIP 22103 UTILITY CONTACTS NOTE: CONlRACTOR SHALi.. NOllFY THE FOLI..OIMNG UTIUllES AT LEAST lV,Q (2) WORKING DAYS PRIOR TO ANY EXCAVATION IN THE PUBUC RIGHT-OF-WAY: SOUTHERN CALIFORNI A GAS COMPANY 1919 STATE COLI..EGE BOULEVARD ANAHEIM, CA 92806 ATTN: ANDREW ALDAY 714-385-3377 AT&T OF CALIFORNIA 1452 EDINGER A VENUE TUSTIN , CA 92870 ATTN: MANUEL MACIAS 909-697-0853 VERIZON 7410 CASCADE LANE RIVERSIDE, CA 92509 ATTN: ALLEN NAGEL 951-202-6D68: SAN DIEGO GAS & ELECTRIC COMPANY 662 CAMINO DE LOS MARES, D1421 SAN CL EMEN TE, CA 92673 ATTN: STEVE CAMPBELL, 949-361-8080 COX COMMUNICATIONS 27121 TOWN CENTER DRIVE FOOTHILL RANCH, CA 92610 ATTN: JAMES MCBRYDE 949-563-8845 SANTA MARGARITA WATER DISTRICT 26111 ANTONIO PARKWAY RANCHO SANTA MARGARITA, CA 92688 INSPECTION DEPARTMENT (949)459-6505 SAN JUAN CAPISTRANO PUBLIC WORKS DEPARTMENT 32400 PASEO ADELANTO SAN JUAN CAPISTRANO, CA 92675 STORM DRAIN INSPECTIONS: JAMES PRATHER, (949) 443-6354 BENCHMARK AND BASIS OF BEARING BASIS OF ELEVATION: ORANGE COUNTY PUBLIC WORKS SURVEY SECTION, DESIGNATION 38-92-82. BEING A FOUND 3 3/ 4" OCS ALUMINUM BENCHMARK DISK STAMPED "38-92-82", SET IN THE NORTHEASTERLY CORNER OF A 3.7 FT BY 15.3 FEET CONCRETE CATCH BASIN. MONUMENT IS LOCATED ALONG THE EASTERLY SIDE OF CAMINO CAPISTRANO , 369.5 FEET NORTHERLY OF THE CENTERLINE OF ACJACHEMA STREET AND 39.6 FEET SOUTHWESTERLY OF THE NORTHWESTERLY CORNER OF A 10 FEET HIGH CHAINLINK FENCE AROUND A TENNIS COURT. MONUMENT IS SET LEVEL WITH THE TOP OF THE CUR B. ELE VATION 118.336 FEET (NAVD 88). BASIS OF BEARINGS: BEING THE CENTERLINE OF EL CAMINO REAL, PER TRACT NO. 103, SHEET NO. 3, COUNTY OF ORANGE, A BEARING OF N22"29'00"W PRIVATE ENGINEER'S NOTICE TO CONTRACTORS CONllRA CTOR AG REES lHAT IN ACCORDA NCE IMlH GENERALLY AC CEPTED CONSllRUCllON PRA CllCES, CONSllRUCllON CONllRACTOR 'MLL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDlllONS DURING lHE COURSE OF CONSllRUCllON OF lHIS PROJECT, INCL UDI NG SAFETY OF ALIL PE RSONS AND PROPERTY; lHAT lHIS REQUIREMENT SH ALIL BE MADE TO APPLY CONllNUOUSLY AND NO T BE LIMITED TO NO RMAL WORKING HOURS; AND lHAT lHE CONSllRUCllON CONllRACTOR FURlHER AGREES TO DEFEND, INDEMNIFY AND HOLD lHE CITY AND ENGINEE R HARMLESS FROM ANY AND ALIL LIABILITY, REAL OR AWEGIED, IN CONNEC llON IMlH lHE PERFORMANCE OF WORK ON lHIS PROJECT, EX CEPllNG LIABILITY ARISING FROM lHE SOLE NE GLIGENCE OF lHE OTY OR ENGINEE R. lHE EXISTENCE AND APPROXIMATE LOCAllONS OF UNDERGROUND UllLlllES OR SllRUCTURES SH OWN ON lHESE PLANS 'MERE DETERMINED BY A SEARCH OF AVAILABLE PUBLIC RECOR DS. TO lHE BEST OF OUR KNOIMLEDGE, lHERE ARE NO EXISllNG UNDER GROUND UllLlllES OR SllRUCT URES, EX CEPT AS SH OWN ON lHESE PLANS. lHE CONllRACTOR IS REQUIRED TO TAKE DUE PRECAUllONARY MEASURES TO PROTECT lHE UllLillES OR SllRUCTURES SH OWN AND ANY OlHER UllLITIES OR SllRUCTURES NO T OF RECORD OR NOT SH OWN ON lHESE PLANS. CITY OF SAN JUAN CAPISTRANO FEDERAL AID PROJECT NO. CITY OF SAN JUAN CAPISTRANO VICINITY MAP NOT TO SCALE LEGEND AND ABBREVIATIONS ------'Iv- ---EXISTING WATER LINE -----FW--------p} EXISTING FIRE WATER LINE AND HYDRANT ----ss -----@-----EXISTING SANITARY SEWER MAIN AND MANHOLE::::::::::===::::===::::============ EXISTING STORM DRAIN EXISTING STORM DRAIN CATCH BASIN - ---£ --- ---£ -- -EXISTING UNDERGROUND ELECTRICAL LINE 'Th EXISTING POWER POLE EXISTING GUY ANCHOR AND CABLE - -T - -----©--EXISTING UNDERGROUND COMMUNICATIONS LINE AND MANHOLE EXISTING VAULT OR PULL BOX EXISTING STREET LIGHT ------G---EXISTING GAS LINE -----(EDH) --EXISTING OVERHEAD ELECTRICAL LINE ---{TOH)--- --EXISTING OVERHEAD COMMUNICATIONS LINE 0 EXISTING TREE 112.20 TC/ 112.2 111.70 FL FG'\, (115.22) FS , 0.9% (0.50%) B.O.P. BW CF CIP CL EXIST FG FL FS GB HOPE HP INV JS PROP RW TC TF TG T.O.P. VCP PROPOSED ELEVATIONS EXISTING ELEVATIONS PROPOSED GRADIENT EXISTING GRADIENT BOTTOM OF PIPE BACK OF SIDEWALK CURB FACE CAST IRON PIPE CENTER LINE EXISTING FINISH GRADE ELEVATION FLOW LINE ELEVATION FINISH SURFACE ELEVATION GRADE BREAK HIGH DENSITY POLYETHYLENE HIGH POINT INVERT ELEVATION JUNCTION STRUCTURE PROPOSED RIGHT-OF-WAY TOP OF CURB TOP OF FOOTING TOP OF GRATE TOP OF PIPE v1TRIFIED CLAY PIPE UNDERGROUND SERVICE ALERT CALL 811 TOLL FREE TWO WORKING DAYS BEFORE YOU DIG "' 0 � '<I" 0.. 0 0 � 0 SHEET IND EX SHEET DESCRIPTON SHEET NO. SHEET C-1 TITLE SHEET (LEG END, AB B REVIAT IO NS, AND UTILITY SHT. 1 OF 6 CONTACTS) SHEET C-2 GENERAL NOTES , CONST RUCTION NOT ES & QUANTITIES SHT. 2 OF 6 AND DETAIL S SHEET C-3 ST REET AND CURB RAMP IM PROVEMENTS SHT. 3 OF 6 EL CAM INO REAL AND SPRING ST REET INTE RSECTION SHEET C-4 CURB RAM P IM P ROVEMENTS SHT. 4 OF 6 EL CAM INO REAL AND ORTEGA HIGHWAY INTERSECTION SHEET C-5 EROSION CONT ROL PLAN SHT. 5 OF 6 EL CAM INO REAL, SPRING ST REET, AND ORTEGA HIGHWAY SHEET C-6 SIG NING AND ST RIPING PLAN SHT. 6 OF 6 EL CAM INO REAL, SPRING ST REET, AND ORTEGA HIGHWAY CITY OF SAN JUAN CAPISTRANO DEPARTMENT OF PUBLIC WORKS ENGINEERING DIVISIO N STREET IMPROVEMENT PLAN z TITLE SHEET ;:: (J) o.. Zi----------------...... ------------------1 50 [;] 0 (J) _J <( fz > w 0::: ADAMS STREETER Civil Engineers 16755 VON KARMAN AVENUE, SUITE 150 949.474.2330 I adams-streeter.com DESIGNED: DRAWN: JO JO DATE: 3-17-22 1-:,CH�E""'CK�E"'"D:----+-=-==--------1 DATE: MOHAMMAD MOHAMMADABADI RCE 42615 EX P. 3-31-24 KT 1-14-22 DATIE SHEET C-1 SHT. 1 OF 6 PLOT DATE: 3-17-22 JEROME PARCO , CITY ENGINEER , RCE 50385 ACCEPTANCE AS TO CONFORMANCE WITH APPLICABLE CITY STANDARDS AND PRACTICES ACCEPTED BY: 5/4/22