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Home My WebLink AboutTract Map 3883 Lot 431 Precise Grading - Revision 14 T • THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY SEARCH OF AVAILABLE RECORDS AND THE BEST OF OUR KNOWLEDGE. THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THE PLAN. THE CONTRACTOR IS REQUIRE TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR PROTECTION OF AND ANY DAMAGE TO THESE LINES OR STRUCTURES. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES. CONSTRUCTION CONTRACTORS WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING COURSE OF CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL. WORKING HOURS, AND CONSTRUCTION CONTRACTORS FURTHER TO DEFEND, INDEMNIFY, AND HOLD DESIGN PROFESSIONALS AND OWNER HARMLESS FROM LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. THE CONTRACTORS SHALL BE RESPONSIBLE TO REPORT DISCREPANCIES IN PLANS AND/OR FIELD CONDITIONS IMMEDIATELY TO THE DESIGN ENGINEER FOR RESOLUTION PRIOR TO CONSTRUCTION, AND SHALL BE RESPONSIBLE FOR DISCREPANCIES NOT SO REPORTED AND RESOLVED. CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANCES OR USES OF THESE PLANS. ALL CHANCES TO THESE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE "PLANS''. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY SEARCH OF AVAILABLE RECORDS AND THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THE PLAN, THE CONTRACTOR IS REQUIRE TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR PROTECTION OF AND ANY DAMAGE TO THESE LINES OR STRUCTURES, CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES. CONSTRUCTION CONTRACTORS WILL BE REQUIRED TO ASSUME SOLE. AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING COURSE OF CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTORS FURTHER TO DEFEND, INDEMNIFY, AND HOLD DESIGN PROFESSIONALS AND OWNER HARMLESS FROM LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, THE CONTRACTORS SHALL BE RESPONSIBLE TO REPORT DISCREPANCIES IN PLANS AND/OR FIELD CONDITIONS IMMEDIATELY TO THE DESIGN ENGINEER FOR RESOLUTION PRIOR TO CONSTRUCTION, AND SHALL BE RESPONSIBLE FOR DISCREPANCIES NOT SO REPORTED AND RESOLVED. CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES OR USES OF THESE PLANS. ALL CHANGES TO THESE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE "PLANS", THE OPINION OF EARTHWORK QUANTITIES SHOWN ABOVE ARE UNADJUSTED GROSS VOLUMES AND DO NOT INCLUDE THE EFFECTS OF SCARIFYING, OVER EXCAVATION, RECOMPACTION, SHRINKAGE, SUBSIDENCE OR OTHER FACTORS AND ARE SUBJECT TO FIELD CONDITIONS THAT MAY BE SPECIFIED IN THE PRELIMINARY SOILS REPORT AND ARE FOR REFERENCE AND FEE PURPOSES ONLY. SINCE THE CIVIL ENGINEER CANNOT CONTROL THE EXACT METHOD OR MEANS USED BY THE CONTRACTOR DURING GRADING OPERATIONS, NOR CAN THE CIVIL ENGINEER GUARANTEE THE EXACT SOIL CONDITIONS OVER THE ENTIRE SITE, THE CIVIL ENGINEER ASSUMES NO RESPONSIBILITY FOR FINAL EARTHWORK QUANTITIES JOB NO. 2015-61 AUG. 3, 2016 THE PRIVATE ENGINEER SIGNING THESE PLANS IS THE CONTRACTOR IS ADVISED TO PREPARED HIS OWN ESTIMATES OF EARTHWORK FOR THE PURPOSES BIDDING, CONTRACT AND CONSTRUCTION. TOTAL DISTURBED AREA NOTE: PROPOSED AREA TO BE DISTURBED: 0.09 ACRES GROSS AREA: 0.12 ACRES WASTE DISCHARGER IDENTIFICATION NO. N/A a RESPONSIBLE FOR ASSURING THE ACCURACY OF HEDRES(ESDRAS) & JULIA RUELAS FIEDRES(ESDRAS) & JULIA RUELAS DESIGN AND ACCEPTABILITY OF THE 'CORK HEREON. IN 4-0865 VIA LDS ALTOS 40865 VIA LOS ALTOS THE EVENT OF DISCREPANCIES ARISING AFTER CITY TEMECULA, CA 92591 TEMECULA, CA 92591 APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE CITY. C1 Y OF EMECULA TM 3883 - LOT 431 .ORECISE GRADING PLAN FIRE DEPARTMENT NOTES 1 • DRIVEWAY SHALL BE CAPABLE OF SUPPORTING A 80,000 IBS. VEHICLE ON TWO AXLES, 2. MAINTAIN A 30" FOOT CLEARANCE AROUND STRUCTURES PER RIVERSIDE COUNTY ORDINANCE 787.1. EARTHSTRATA 42217 RIO NEDQ ROAD, STE A— 104 TEMECULA, CA 92590 (951) 461-4028 PROJECT NO. 15902 -1 OA DATE, OCT. 15, 2015 PALEONTOLOGISTSOURCE OF TOPOGRAPHY N/A dk Greene Consulting Inc. Dale Greene, LS 5755 ON SEPTEMBER 18, 2015 and CITY OF TEMECULA GIS DATE BY REVISIONS DATE ACC'D SCALE 31/1 6 KLG 1 REVISE WALL LOCATION AND FOOTING E�s'� HORIZONTAL 0 Ps� � P.O.BOX 143 N/A 12D BONSALL, CA. NO. C57860 92003 (760) 310-9408 VERTICAL �r Of N/A PLANS ARiUNDER THE SUPEWSION OF DATED : R.C.E. NO. C57860 FOUND NAIL AND SHINER AT THE INTERSECTION VIA AND LOS ALTOS AD AVENIDA DEL REPOSO—ELEVATION 1308.50. ELEVATIONS BASED ON CITY OF TEMECULA GIS TOPOGRAPHY. EXPIRES J U NE 30, 2018 G- 1 TITLE SHEET G-2 GRADING PLAN G--3 GRADING DEVILS G--4 EROSION & SEDIMENT CONTROL PLAN OWNER HEDRES (ESDRAS) & JULIA RUELAS 40855 'CIA (LOOS ALTOS TEMECULA, CA 92591 PROJECT ADDBXS _$ 40865 VIA LOS ALTOS TEMECULA, CA 92591 APN NO. APN 919-292- 008 LEGAL DESCRIPTION LOT 431 TRACT 3883, BOOK 63, PAGES 1-35 EARTHWORK QUANTITIES � CUT a cu. Yes. SHRINKAGE 0 CU, YDS. FILL IMPORT/EXPORT 270 270 CU. CU. YDS. YDS, SEPTIC SYSTEM/SEEPAGE PITS SEPTIC TANK SIZE: 1,500 GALLONS INSTALL 3 PITS, 6; DIAM. @ 281 SEE EARTH ---STRATA, INC. REPORT, PROJECT NO.15902- 11 A, APPROVED BY THE RIVERSIDE COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH ON 2/26/18, THE PROPERTY OWNER/ENGINEER/CONTRACTOR SHALL ADHERE TO THE CITY OF TEMECULA'S STANDARD NOTES AS SPECIFIED IN APPENDICES D, E, F, AND G OF THE "ENGINEERING & CONSTRUCTION MANUAL" (I.E. SECTION 6-2) IN ACCORDANCE TO CHAPTER 18.06 OF THE "CONSTRUCTION, GRADING AND ENCROACHMENT" ORDINANCE NO. 13-01. COPIES OF THE NOTES SHALL BE AVAILABLE ONSITE AT AL TIMES DURING THE CONSTRUCTION OF THE PROJECT. RECOMMENDED B DATED ACCEPTED 1 DATED ED Lfb!M► THOMAS W. GARCIA DIRECTOR OF PUBLIC WORKS/CITY ENGINEER R.C.E. No. 48279 TM 3883 —LOT 439 PRECISE GRADING PLAN TITLE SHEET w f 1. SHEET 1 OF 4 Underground Service Alert Calk TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG JOB NO. 2015 -61 AUG. 3, 2016 0 10 20 30 SCALE 1 " — 101, ENGINEERING NOTE, THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY OF DESIGN AND ACCEPTABILITY OF THE WORK HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER CITY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE CITY. O 4 8S 9�9 TG 1 ` 0o-' u f G 3FS EXISTING FENCE EXISTING F�NC 93.51 TO BE REMOVED TO BE REM ED �.�� 3 � � AS NEEDED 94.64 S 94.67 EP) 9A C/L 12' ❑RIVEWAY P % ER C.O.T. STD, DWG III .207 A.C, SURFACE va CO CIL STA, 3+92.62 PER TRACT NO 3883 `- (94.45 EP) COUNTY OF RIVERSIDE AVENIDA tSTRADA TELEPHONE RISER IMPROVEMENT PLANS APPROVED 8114/69 EXISTING ELECTRIC I3 S.C.E. ACCESS NESIGNED BY PLANS PRE A D UER THE SUPERVISION OF DATED a KRIS IN LI S GREENS R.C.E. NO. C57860 EXPIRES JUNE 30, 2018 RECOMMENDED BY: HATE❑ V 9 4-4 ACCEPTED BY: * DATED ' p THOMAS W. GARCIA DIRECTOR OF PUBLIC WORKS/ CITY ENGINEER R.C.E. NO. 48.279 CENTERLINE EASEMENT EXISTING CONTOUR (PER CITY GIS) EXISTING CONTOUR (PER FIELD SURVEY) RIP RAP (SEE DETAIL SHEET 3) SWALE & DIRECTION OF FLOW 2:1 CUT SLOPE 2:1 FILL SLOPE PAD ELEVATION FINISH FLOOR ELEVATION DAYLITE LINE FLOWLINE GRADE FLOWLINE EARTHEN BERM/INTERCEPTOR DRAIN ...... . 180 PAD ELEV: 182.0 FF ELEV: 183.5 190.0 FL 189.2 FL FLOWLINE FINISHED SURFACE 189.6 FS NATURAL GROUND SURFACE _ ._.,........_....._..w_... ,. NG EXISTING ELEVATION �.. _w._...,.. _. �...� .� .� _.. (189.6 FSi TOP OF WALL � ._. . � .. TVV TOP OF FOOTING TF TOP OF GRATE TG GRADE BREAK GB CONSTRUCTION NOTES & QUANTITIES ITEM NO DESCRIPTION DETAIL SYMBOL QUANTITY 12` DRIVEWAY PER. G.O.T. STD NO. 207 �.W _ _. � �_ 510 S.F. (4") P.G.G. SIDEWALK �-- .W � r � 523 S.F.{4") 4" PVC DRAIN PIPE W 245 L.F. ' 6" NDS AREA DRAIN INLET 4 __. 9 EA° (SEE DETAIL SHEET 3) NDS TRENCH DRAIN ( SEE DETAIL SHEET 3) 12 L.F. RETAINING MALLS -SEPARATE PERMIT 69 L.F. RAISED PLANTER BOX xxXxXxXX j 3 EA. S" NDS POP UP DRAINAGE EMITTER � 2 EA. (SEE DETAIL. SHEET 3) RIP RAP PER DETAIL SHEET 3 2 C.Y. THE FOLLOWING EASEMENTS LISTED IN THE TITLE REPORT FOR 40865 VIA LOS ALTOS, FROM ORANGE COAST TITLE COMPANY OF SOUTHERN CALIFORNIA ORDER NO. 305-1736616.01 DATED MARCH 3, 2016 DO NOT EFFECT THE LOT. 1. EASEMENT RECORDED OCTOBER 27, 1949 IN BOOK 1118, PAGE 376 AND DECEMBER 1, 1953 IN BOOK 15 PAGE 3111 BOTH OF OFFICIAL RECORDS. 2. EASEMENT RECORDED .DULY 7, 1949 IN BOOB 1099 PAGE 428 AND SEPTEMBER 19, 1958 IN BOOK 2334, PAGE 559, BOTH OF OFFICIAL RECORD. 3. EASEMENT RECORDED DECEMBER 14, 1970 AS INSTRUMENT NO. 124919 OF O.R. 6" X12" EARTHEN BERM "m GUEST UNIT SECTION 1 1 NTS ;�,.MEIN �. i i .. ,0 TM 3883 LOT 431 PRECISE GRADING PLAN DRATING NO. SHEET .2 OF 4 AUG. 3, 2016 ALL AREAS OF SIGNIFICANT VEHICLE TRAFFIC (SITE ENTRANCES, ACCESS ROADS, PARKING LOT, ETC) SHOULD BE STABILIZED IMMEDIATELY AFTER GRADING TO PREVENT EROSION AND DUST CONTROL, SITE ENTRANCES AND EXITS ARE ESPECIALLY IMPORTANT. USE GRAVEL APPROACHES TO LIMIT TRACKING OF SEDIMENT OFFSITE. "TC-1" STABILIZED CONSTRUCTION ENTRANCE NOT TO SAGE L SET PDSTS AND EXCAVATE A 4 BY 4 IN (10 BY 10 CM) TRENCH UPSLDPE FROM AND ALLING THE LINE [IF POSTS, 3, ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTEI THE TRENCH. 4, BACKFILL AND CDMPACT THE EXCA VA TED SDIL, 2, STAPLE WIRE FENCING Til THE PlISTS, 4 IN (10 CM) FIL "SC-1" SILT FENCE NOT TO SCALE EROSION & SEDIMENT CONTROL LEGENI CONSTRUCTION BMP'S & QUANTITIES ITC-1 I STABILIZED CONSTRUCTION ENTRANCE I EA. WITH STEEL PLATE SC —1 SILT FENCE 270 L.F. JIM jSS— _1 J0 ENERGY DISSIPATER OUTLET PROTECTION. 3 C.Y. GRAVEL BAG CHEVRON 150 EA. CATCH BASIN BERM 72 EA, -4 HYDROSEED + + + + 2265 S.F. SC-5 I FIBER ROLLS 30 L, F. �M-5 SOLID WASTE MANAGEMENT �—$ CONCRETE WASTE MANAGEMENT SANITARY WASTE MANAGEMENT LANDSCAPE NOTE: ALL SLOPES SHALL ADHERE TO EROSION AND SEDIMENT CONTROL NOTES NO. 10 ON SHEET G-1 ENGINEERING NOTE; THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY OF DESIGN AND ACCEPTABILITY OF THE WORK HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE CITY. DATE BY 8/3/16 KLG I" X 1" STAKE 3"q-5"' (75-125mm) ------- - X >c (200-250mm) x X\,, X x X X X X X x X x X X X x X X X x ---- ----- x x X. 'x X X" X X X X X x x X X X x rx X X X ;x X X x x x )5 X X v x x x X X X x x x x X X X Z x x x X X X. X x x x 4X X x .)C X 4 x X x x x x X X X x X' X X x X i X N X ex x x x xX X X X X X >c X X X x x ADJACENT ROLLS SHALL x X X 77GHTLY ABUT X x X X X X X X X ; X XIX x x x x X..... X X X X X X X x x >c 'x x x x x X X X x x x x x X X )< X X X X x X x xl X X x x x x x X X X" —J "x X X X. x X X '_x )< x X X *4�\ .. . ... .... .. X X X x x x - x x x x x X x X X x x x x x x x X. X x x x X x x X X x X x x x STRAW ROLLS MUST BE PLACED X. x )c _13— I> x AT BOTTOM OF SLOPE AND PER EROSION AND X �x x x SEDIMENT CONTROL NOTES, NO. Jb ON SHEET G-1 x x X X X X X "'SC-5" x STRAW ROL" x X x `"�-,., Xxxxx X X X x NOT TO SCALE x x x X X X x 1290- X X X X x X X GRAVEL BAGS X X (SEE SIDE VIEW) X X x )< x ox x xl' X X r X x X x CATCH BASIN CAA DEL BAGS x'�x X X X x x ✓ 0 10 20 30 PLAN _YLEW NOT TO SCALE . ................ 2 'LAYERS SCALE 1 10, '-A k" x X OF GRAVEL BAGS 6 (TYPICAL) UNLESS OTHERWISE NOTED QJ]NnFF Q n0r SIDE VIE NOT TO SCALE "SE-6 " CATCH BASIN BERM NOT TO SCALE J_ REVISIONS DATE ACC'D REVISE WALL LOCATION AND FOOTING CeD SCALE N/A THREE LAYERS OF GRAVEL BAGS WHEN GRADING OF SLOPES IS COMPLE WITH ENDS DVERLAPPED GAP BETVEEN BAGS ARE REQUIRED TO BE PROTECTED BY: —PERMANENT LANDSCAPING, OR,, ACTS AS SPILLVAY ulvr,oncc-c-n tokAn nr> ,"SC-8" GRAVEL BAG CHEVRON NOT TO SCALE ,,�cf EW w w NO. C57860 m o/Vj or CA. CHECKED BY PLANS PREP EIS UtRER THE SUPERMSION OF DATED KRISTI LIPS A1RENE R.C.E. NO. C57860 EXPIRES JUNE 30, 2018 RECOMMENDED BY:C2(el� ao6pKz DATED ?/ jn6 (a ACCEPTED BY: DATED-c THOMAS W. GARCIA DIRECTOR OF PUBLIC WORKS/CITY ENGINEER R.C.E. NO279 TM 3883 - LOT431 EROSION AND SEDIMENT CONTROL PLAN LD1 6-0905 .... ..... ... ............. ........ . . DRAPING NO. SHEET 4 OF 4 AUG. 3, 2016