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HomeMy WebLinkAboutParcel Map 8893 Parcel 4 Winkler residencePRECISE GRADING PLAN ALL GRADES ARE BASED ON AN ELEVATION OF 1280.6 ASSIGNED TO THE TOP OF THE SURVEY MARKER AT THE NORTHERLY PROPERTY CORNER. LD20-2923 Drawn By Plans Prepared Under Supervision Of Date CONSTRUCTION RECORD Contractor Inspector Date Completed DATE BY REVISIONS BENCH MARKDATEACC'D Vertical Horizontal SCALE R.C.E. No. SEAL:Designed By CITY OF TEMECULA RECOMMENDED BY: ACCEPTED BY: PORTION OF PARCEL 4 OF PARCEL MAP 8893 Checked By DATE: DATE: Sheet of DEPARTMENT OF PUBLIC WORKS Drawing No. TWO WORKING DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT 1-800-422-4133 CALL TOLL FREE DIRECTOR OF PUBLIC WORKS / CITY ENGINEER PATRICK THOMAS, P.E.8/31/2020 21873 1989 I T I NUTROPPO WEN* SNO I T I D ART EMETFO C I TY CULA OL D E S N/A N/A G-1 RATENEB ENGINEERINGCONSTRUCTION & Civil Engineers - RCE 21873General Contractors - Lic. 378242 41625 Enterprise Circle S., Ste. B-2Temecula, CA 92590(951) 201-2542brateneconst@prodigy.net C I V I L INR O F A T I S O T E A REGISTERED REEN IGNE L AN O I R P No. NROJBSOENE TARB SE O F S C A L F 21873 OWNER: PROJECT ADDRESS: ACREAGE: MARK WINKLER 42904 IVY ST. MURRIETA, CA 92562 (760) 668-1369 REFERENCE ONLY NOTE: EXCEPT FOR THE RETAINING WALLS IN CONJUNCTION WITH THIS GRADING, ALL INFORMATION ASSOCIATED WITH BUILDINGS (INCLUDING SETBACKS AND FF ELEVATIONS) IS FOR REFERENCE ONLY, AND THE APPROVAL OF THIS GRADING PLAN DOES NOT INCLUDE ANY PROVISIONS ASSOCIATED WITH BUILDINGS. (1 2 4 5 ) (1 2 5 0 ) (12 5 5 ) (126 0 ) (126 5 ) (1270 ) (1275 ) (1270 ) (1275) (12 6 5 ) (1260) ( 1 2 7 0 ) ( 1 2 7 5 ) B B T. B . M . 1 2 8 0 . 6 TO P O F S U R V E Y M A R K E R OVE R - E X ; 2' ( M I N . ) BEL O W F T G 5' A A 4 A 1 C VIA SIERRA L 30' 60' 30' 30 ' 30 ' 60 ' Δ = 1 5 ° 4 6 ' 3 7 " N35°29'04"W 28 5 . 4 4 ' 390.02' N5 3 ° 2 0 ' 4 3 " E R = 5 3 0 . 0 0 ' L = 1 4 5 . 9 4 ' N 5 1 ° 4 7 ' 0 5 " E 8 1 . 4 0 ' N 0 6 ° 4 7 ' 0 5 " E 1 8 . 3 8 ' N38°12'55"W 93.77' =2 8 ° 4 6 ' 0 3 " R=530.00' L=145.94' POR. OF PARCEL 4 2.07 AC. NET C G R E E N T R E E R D L 1 2 6 1 1 2 6 9 G B 4.5 % 14% 3. 2 % 1 2 6 7 . 6 12 6 9 . 1 PR O P O S E D R E S I D E N C E FF = 1 2 7 0 . 7 PA D = 1 2 7 0 . 0 5% 1 2 6 9 . 3 H P / F L 12 6 8 . 5 FL 1268.2 FL 4% 1268.2 FL 20 % 1 2 6 8 . 8 H P / F L 2. 5 % 4. 3 % 1% 1 2 6 9 . 7 FS NAT. FILL C U T F I L L CUT FILL CUT NAT . NAT. CUT PRO P . 2 : 1 FILL S L O P E PR O P . 2 : 1 FIL L S L O P E 2:1 CUT 2:1 CUT EOP EOP PROPERTY LINE RIGHT-OF-WAY RIGHT-OF-WAY PROPERTY LINE (1258.8) FS (1261.0) TC (1260.5) FG C U T N A T . 1 2 6 9 . 2 F S 1% 1% EDGE OF DIRT RD PROP. CONC. V-DRAIN INSTALL 5'X8' RIP-RAP ENERGY DISSIPATOR W/ 50#-100# ROCK 3 2 0 ' 1265.0 FL P R O P . D W Y 13 2 INSTALL 5'X5' RIP-RAP ENERGY DISSIPATOR W/ 50#-100# ROCK 3 ( 8 . 8 % ) ( 1 2 . 5 % ) ( 4 . 8 % ) 1269.8 FG 2% VA R I A B L E C U T S L O P E (2: 1 M A X . ) NAT. CUT 1 1 1 1 1 1 1% P R O P . 2 : 1 F I L L S L O P E PROP. 2: 1 FILL SLOP E 12 5 8 . 7 FL 2.8% 2.3 % 2.1 % 2. 7 % 12 . 5 % 127 1 . 0 FG 1 2 7 0 . 5 F G 1267.6 FG 14% 42 ' 122' 81 ' 106' (1 9 % ) (1 9 % ) (10% ) 11. 7 % (1260.1) TC (1258.6) FS (1260.4) FS 12 5 9 . 1 FS 1 2 6 0 . 3 F S P R O P . T E M E C U L A D W Y A P P R O A C H S T D 2 0 7 T O B E C O N S T R U C T E D P E R S E P A R A T E P E R M I T 5 6' 1 EXIST'G FIRE HYDRANT TO REMAIN 7 ' PROP. 1500 GAL SEPTIC TANK 60' - LEACH LIN E PROP. D-BOX 1 0 0 % E X P A N S I O N A R E A W O R K I N T H E R / W W I L L B E P E R S E P A R A T E P E R M I T 1 2 6 9 . 8 FG 2% 2% (1268.9) FG 126 9 . 4 FG 1269.7 FG 2% 3 . 2 % 13.3% 5'A OVE R - E X ; 2' ( M I N . ) BEL O W F T G A 1% 1% 1 % 1 2 6 9 . 6 FG 2 % 18% 12 6 7 . 0 FL 16% 14 ' 14' 49'22 ' 1% 1 % Q 1 0 0 = 0 . 7 C F S V 1 0 0 = 2 . 3 5 F / S Q 10 0 = 0 . 4 4 C F S V 10 0 = 1 0 . 9 4 F / S 1 2 LIMITS OF DISTURBANCE LIMITS OF DISTURBANCE LIMITS OF DISTURBANCE 2 13 1.5 % REMEDIAL GRADING PER SEPARATE ENCROACHMENT PERMIT 0 1"=20' 10'20'40'60'80' GRAPHIC SCALE 2 1 2% SLOPE NTS TYPICAL BENCHING SECTION NTS TYPICAL CONCRETE V-DRAIN DETAIL ALL WEATHER FIRE ACCESS DETAIL NTS CLASS II AGG. BASE 95% COMPACTION4" 8" SUBGRADE 95% COMPACTION 90% COMPACTED NATURAL GRADE OR ENGINEERED FILL DRIVEWAY SECTION 1"=20' SECTION B-B TYP. RIP-RAP INSTALLATION NTS 12 " DE E P LENGTH AND WIDTH VARY SEE PLAN FOR DIMENSIONS 18" NTS TYPICAL BERM DETAIL FILL SLOPE 5'12 " 1 22.5' PROP. MIRAFI 140NL GEOTEXTILE FABRIC OR SIMILAR EASEMENTS: 1 OVER-EXCAVATION NOTE:A OVER-EX TO BE 5' BEYOND THE BUILDING FOOTPRINT AT A MINIMUM DEPTH OF 2 FEET BELOW FOOTINGS, WITH FINAL DEPTH TO BE DETERMINED BY THE PROJECT SOILS ENGINEER AT TIME OF GRADING. (OR AS PROVIDED IN SOILS REPORT, IF AVAILABLE) PROP. RESIDENCE FF=1370.7 PAD=1370.0NATURAL 10% PROP. OVER EX.; 2' (MIN.) BELOW FTG 4 1 13 EXIST'G GRADE FINISH GRADE NOTE: BENCH INTO FIRM SOIL TO PLACE FILL ON LEVEL BENCHES 3 10' MIN. KEY5' MIN. 12 " M I N . 2' M I N . 3" CONC. MIN W/6X6-10/10 WWM 12 " 36" 36" MIN INTERCEPTOR DRAIN H/5 H/5 2' MIN. ; 10' MAX REQ'D NTS 12" MIN P P 2 1 EXIST'G GRADE FINISH GRADE 2' MIN. 20' MAX. REQ'D TYPICAL BROW DITCH/SETBACK SECTION PROP. BERM 1 ALL GRADES ARE BASED ON AN ELEVATION OF 1280.6 ASSIGNED TO THE TOP OF THE SURVEY MARKER AT THE NORTHERLY PROPERTY CORNER. Drawn By Plans Prepared Under Supervision Of Date CONSTRUCTION RECORD Contractor Inspector Date Completed DATE BY REVISIONS BENCH MARKDATEACC'D Vertical Horizontal SCALE R.C.E. No. SEAL:Designed By CITY OF TEMECULA RECOMMENDED BY: ACCEPTED BY: R.C.E. No. 44223 Checked By DATE: DATE: Sheet of DEPARTMENT OF PUBLIC WORKS Drawing No. TWO WORKING DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT 1-800-422-4133 CALL TOLL FREE DIRECTOR OF PUBLIC WORKS / CITY ENGINEER PATRICK THOMAS, P.E.8/31/2020 21873 1989 I T I NUTROPPO WEN* SNO I T I D A RT EMETFO C I TY CUL A O L D ES 1"=20' N/A G-2 RATENEB ENGINEERINGCONSTRUCTION & Civil Engineers - RCE 21873General Contractors - Lic. 378242 41625 Enterprise Circle S., Ste. B-2Temecula, CA 92590(951) 201-2542brateneconst@prodigy.net C I V I L INR O F A T I S O T E A REGISTERED REEN IGNE L A N O I R P No. N ROJBSOENE TARB SE O F S C A L F 21873 FINISH FLOOR GRADE EXISTING CONTOUR FINISH GRADE LEGEND: DAYLIGHT LINE FLOW LINE HIGH POINT FL CUT (1720) 1729.4 FF HP FILL FG FINISH GRADE FS FINISH SURFACE TOP OF FOOTINGTF TOP OF BERMTB 4" CONCRETE SURFACE LIMITS OF DISTURBANCE EDGE OF PAVEMENTEOP NOT TO SCALENTS FTG FOOTING WELDED WIRE MESHWWM SILT FENCE GRAVEL BAGS DRAIN PIPE SWALE ALL WEATHER FIRE ACCESS DWY PROPOSED BERM FIBER ROLL (1 2 4 5 ) (1 2 5 0 ) (12 5 5 ) (126 0 ) (126 5 ) (1270 ) (1275 ) (1270 ) (1275) (12 6 5 ) (1260) ( 1 2 7 0 ) ( 1 2 7 5 ) C VIA SIERRA L 30' 60' 30' 30 ' 30 ' 60 ' Δ = 1 5 ° 4 6 ' 3 7 " N35°29'04"W 28 5 . 4 4 ' 390.02' N5 3 ° 2 0 ' 4 3 " E R = 5 3 0 . 0 0 ' L = 1 4 5 . 9 4 ' N 5 1 ° 4 7 ' 0 5 " E 8 1 . 4 0 ' N 0 6 ° 4 7 ' 0 5 " E 1 8 . 3 8 ' N38°12'55"W 93.77' =2 8 ° 4 6 ' 0 3 " R=530.00' L=145.94' POR. OF PARCEL 4 2.07 AC. NET C G R E E N T R E E R D L PR O P O S E D R E S I D E N C E FF = 1 2 7 0 . 7 PA D = 1 2 7 0 . 0 PROP. SILT FENCE 7 PROP. FIBER ROLL6 PROP. GRAVEL BAGS (TYP.)8 PROP. CONC. WASHOUT & SIGN 9 PROP. CONSTRUCTION ENTRANCE 10 PROP. SILT FENCE 7 PROP. FIBER ROLL 6 HYDROSEED SLOPES 11 HYDROSEED SLOPES 11 HYDROSEED SLOPES 11 HYDROSEED SLOPES 11 PROP. GRAVEL BAGS (TYP.)8 PROP. GRAVEL BAGS (TYP.)8 QDEV=2.92 CFS QUNDEV=2.85 CFS QDEV=1.37 CFS QUNDEV=1.37 CFS QDEV=0.66 CFS QUNDEV=0.63 CFS QDEV=0.45 CFS QUNDEV=0.41 CFS 0 1"=20' 10'20'40'60'80' GRAPHIC SCALE NTS NTS 9 EX I S T I N G P A V E D R O A D W A Y TC-1 FROM CALIFORNIA STORMWATER BMP HANDBOOK STABILIZED CONSTRUCTION ENTRANCE/EXIT NTS PLAN B B BUT SMALLER THAN 6" CRUSHED AGGREGATE GREATER THEAN 3" SPECIFIED BY A SOILS ENGINEER 12" MIN. UNLESS OTHERWISE SECTION B-B NTS A A FILTER FABRIC GRADE ORIGINAL BUT SMALLER THAN 6" CRUSHED AGGREGATE GREATER THAN 3" FILTER FABRIC CORRUGATED STEEL PLATES SECTION A-A NTS (OR EQUIVALENT) INSTALL FIBER ROLL AROUND PERIMETER OF STABILIZED CONSTRUCTION ENTRANCE6 NTS FLOW CORRUGATED STEEL PLATES AS NEEDED OR FOUR TIMES THE CIRCUMFERENCE OF THE LARGEST CONSTRUCTION VEHICLE TIRE, WHICHEVER IS GREATER 49' MATCH EXIST'G GRADE TYPICAL SILT FENCE NTS TYPICAL FIBER ROLL 6 NTS CONCRETE WASHOUT SIGN DETAIL 9 NTS TYPICAL CONCRETE WASHOUT DETAIL NATIVE MATERIAL (OPTIONAL)GRAVEL BAGS 10 MIL PLASTIC LINING, DOUBLE LINED SILT FENCE-WOVEN FILTER FABRIC MATERIAL (SECURED TO STAKE WITH 4 STAPLES) 1/2" x 2" WOOD STAKE (OR EQUIVALENT) 8"-0' O.C. MAX. SPACING BACKFILL AND COMPACT THE EXCAVATED SOIL IN TRENCH AND ON BOTH SIDES OF FILTER FABRIC DISTURBED GROUND NOTE: FOR END STAKE, FENCE FABRIC SHALL BE FOLDED AROUND TWO STAKES ONE FULL TURN AND SECURED WITH FOUR STAPLES. UNDISTURBED GROUND 4" +/- 12 " ( M I N . ) 2' - 0 " ( M I N . ) 6" PLYWOOD 48"X24" PAINTED WHITEBLACK LETTERS 6" HEIGHT 0.5" LAG SCREWS WOOD POST 3"X3"X8" 3' 3' CONCRETE WASHOUT TYPICAL GRAVEL BAG DETAIL (2 HIGH) 10' MIN. OR WIDTH AS REQUIRED TO ACCOMADATE ANTICIPATED TRAFFIC TEMPORARY PIPE CULVERT AS NEEDED 24' (MIN.) R=2 0 ' M I N . NOTE: CONSTRUCT SEDIMENT BARRIER AND CHANNELIZE RUNOFF. TYPICAL GRAVEL BAGS (2 HIGH) TYPICAL FIBER ROLL EXISTING GROUND 1"X1" WOOD STAKE AT 6' O.C. SLOPE ALL GRADES ARE BASED ON AN ELEVATION OF 1280.6 ASSIGNED TO THE TOP OF THE SURVEY MARKER AT THE NORTHERLY PROPERTY CORNER. Drawn By Plans Prepared Under Supervision Of Date CONSTRUCTION RECORD Contractor Inspector Date Completed DATE BY REVISIONS BENCH MARKDATEACC'D Vertical Horizontal SCALE R.C.E. No. SEAL:Designed By CITY OF TEMECULA RECOMMENDED BY: ACCEPTED BY: R.C.E. No. 44223 Checked By DATE: DATE: Sheet of DEPARTMENT OF PUBLIC WORKS Drawing No. TWO WORKING DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT 1-800-422-4133 CALL TOLL FREE DIRECTOR OF PUBLIC WORKS / CITY ENGINEER PATRICK THOMAS, P.E.8/25/2020 21873 1989 I T I NUTROPPO WEN* SNO I T I D A RT EMETFO C I TY CUL A O L D ES 1"=20' N/A E-1 RATENEB ENGINEERINGCONSTRUCTION & Civil Engineers - RCE 21873General Contractors - Lic. 378242 41625 Enterprise Circle S., Ste. B-2Temecula, CA 92590(951) 201-2542brateneconst@prodigy.net C I V I L INR O F A T I S O T E A REGISTERED REEN IGNE L A N O I R P No. N ROJBSOENE TARB SE O F S C A L F 21873 7 8 10