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HomeMy WebLinkAboutParcel Map 12078 Parcel 2 Precise GradingTHE PROPERTY OWNER/ENGINEER OF RECORD/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 ALL TIMES DURING THE CONSTRUCTION OF THE PROJECT. CONSTRUCTION NOTES (PROPOSED IMPROVEMENTS) ITEM DESCRIPTION QUANTITY O INSTALL SQUARE CATCH BASIN PER DETAIL ON SHEET 3 5 EA. O INSTALL RIPRAP DISSIPATER WITH GROUTED NO.2 BACKING ROCK SIZE PER PLAN DETAIL THIS SHEET 8.1 CY 0 4" AC OVER 6" CL II AB DRIVEWAY (200 TONS AC; 152 CY AB) 8,182 SF ® INSTALL 8" PVC STORM DRAIN PIPE 96 LF O DRIVEWAY PER CITY STANDARD NO. 207 390 SF © CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE PER DETAIL SHEET 4 1,000 SF �7 INSTALL GRAVEL BAGS PER DETAIL SHEET 4 531 EA ® INSTALL SILT FENCE PER DETAIL SHEET 4 757 LF Og V—DITCH/DOWNDRAIN PER DETAIL SHEET 2 74 LF 10 INSTALL 3" PVC STORM DRAIN PIPE 174 LF 11 INFILTRATION BASIN PER DETAIL SHEET 3 1409 CF 12 TERRACE DRAIN PER DETAIL SHEET 3 261 LF 13 NDS BUBBLER PER DETAIL SHEET 3 1 EA 14 AREA INLET PROTECTION PER DETAIL SHEET 4 5 EA SOILS ENGINEER THESE GRADING PLANS HAVE BEEN REVIEWED BY THE UNDERSIGNED AND FOUND TO BE IN CONFORMANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN THE REFERENCED GEOTECHNICAL REPORT(S) PREPARED FOR THIS PROJECT. %AZ-zo%A ENCINOYR'S E R.C.E. OR G.E. F �- ZSSO GE 0 T'S NAME C.E.G. EARTH —STRATA, INC 42184 REMINGTON AVENUE, TEMECULA, CA 92590 Phone: 951-397-8315 *IF THE SOILS ENGINEER (R.C.E. OR G.E.) AND CERTIFIED ENGINEERING GEOLOGIST (C.E.G.) SIGNING THIS STATEMENT ARE NOT FROM THE SAME COMPANY, BOTH COMPANY NAMES AND PHONE NUMBERS MUST BE PROVIDED. naergrouna bervlce Ale all: TOLL FREE 227-6000 TWO WORKING DAYS BEFORE YOU DIG CONSTRUCTION RECORD Contractor Inspector Date Completed BURROWING OWL NOTE: ASSESSOR'S PARCEL NUMBER A.P.N. 957-261-011 SITE ADDRESS 40345 WALCOTT LANE TEMECULA, CA 92591 SOURCE OF TOPOGRAPHY DELTA SURVEYING AND MAPPING DATED: 08/08/17 39305 SALINAS DRIVE MURRIETA CA 92563 Phone: 951-764-0158 Fax: 951-816-3235 EARTHWORK QUANTITIES(PROPOSED GRADING) CUT: 4300 CY FILL: 4300 CY QUANTITIES SHOWN ARE FOR PERMIT PURPOSES, BASED UPON DIFFERENCES IN EXISTING AND PROPOSED CONTOURS ONLY, AND DO NOT INCLUDE SUB — EXCAVATION, SHRINKAGE, SUBSIDENCE OR OTHER ADJUSTMENTS. THE GRADING CONTRACTOR SHALL VERIFY QUANTITIES FOR BID PURPOSES. BENCHMARK THE ELEVATIONS SHOWN HEREON ARE BASED UPON RIVERSIDE COUNTY BENCHMARK T-46-81, 21 /2" BRASS DISK IN CONCRETE BRIDGE WALL OVER TUCALOTA CREEK AND SANTA GERTRUDIS CREEK FORK. (NGVD 29') EL=1091.07' APPLICANT/OWNER ALEX & IDAMIS GONZALEZ 40132 BANYAN STREET MURRIETA, CA 92563 (951)698-0044 alexdirect7@hotmail.com GC MARC ANTAYA ANTAYA DEVELOPMENT,INC 35987 AVENIDA LA CRESTA MURRIETA, CA 92562 (951)698-0044 MAR C @ANTAYAD EVE LO P M E NT. C O M ENGINEER WILFREDO S.D. VENTURA VENTURA ENGINEERING INLAND, INC 27393 YNEZ RD, SUITE 159 TEMECULA, CA 92591 PHONE (951) 252-7632 TOTAL IMPERVIOUS AREA AREA = 32804 S.F. (0.75 ACRES) AREA OF DISTURBANCE AREA = 58485 S.F. (1.34 ACRES) 24 HOUR EMERGENCY CONTACT: OWNER PROPERTY AREA GROSS AREA= 2.25 ACRES LEGAL DESCRIPTION PARCEL 2 OF PM 12078 PM 75/22 OF RIVERSIDE COUNTY RECORDS SWPPP RISK LEVEL: 2 QSD: WILFREDO VENTURA, PE NO GRUBBING/CLEARING OF THE SITE SHALL OCCUR PRIOR TO SCHEDULING THE PRE —GRADING MEETING WITH PUBLIC WORKS. ALL PROJECT SITES CONTAINING SUITABLE HABITAT FOR BURROWING OWLS, WHETHER OWLS WERE FOUND OR NOT, REQUIRE A 30—DAY PRECONSTRUCTION SURVEY THAT SHALL BE CONDUCTED WITHIN 30 DAYS PRIOR TO GROUND DISTURBANCE TO AVOID DIRECT TAKE OF BURROWING OWLS. IF THE RESULTS OF THE SURVEY INDICATE THAT NO BURROWING OWLS ARE PRESENT ON —SITE, THEN THE PROJECT MAY MOVE FORWARD WITH GRADING, UPON PLANNING DIVISION APPROVAL. IF BURROWING OWLS API f` rUND TO BE PRESENT OR NESTING ON —SITE DURING THE PRECONSTRUCTION SURVEY, THEN THE FOLLOWING RECOMMENDATIONS MUST BE ADHERED TO: EXCLUSION :AND RFb=, °'.$:a1,N ACTIVITIES MAY NOT OCCUR DURING THE BREEDING SEASON, WHICH IS DEFINED AS MARCH 1 THROUGH AUGUST 31, WITH THE FOLLOWING EXCEPTION: FROM MARCH 1 fitMARCH 15 AND FROM AUGUST 1 THROUGH AUGUST 31 EXCLUSION AND RELOCATION ACTIVITIES MAY TAKE PLACE IF IT IS PROVEN TO THE CITY AND APPROPRIATE REGULATORY AGL-_04�,iES (IF ANY) THAT EGG LAYING OR CHICK REARING IS NOT TAKING PLACE. THIS DETERMINATION MUST BE MADE BY A QUALIFIED BIOLOGIST. IF CONSTRUCTION IS DELAYED OR SUSPENDED FOR MORE THAN 30 DAYS AFTER THE SURVEY, THE AREA SHALL BE RESURVEYED. REVISIONS I DATE I ACC' SCALE I SEAL HORIZONTAL AS NOTED m S.D. y No. 66532 4c Exp. 6-30-20 CIVIL Designed By Drawn By PLANS PREPARED UNDER THE SUPERVISION OF Date WILFREDO VENTURA R.C.E. N0. 66532 Expires 6/30/20 FINISHED FLOOR ELEVATION F.F. FINISHED SURFACE FS HIGH POINT HP CURB FACE CF FLOW LINE FL TOP OF CURB TC PAD ELEVATION P.E. TOP OF WALL TW TOP OF FOOTING TF FINISH GROUND FG EDGE OF PAVEMENT EOP Checked By RECOMMENDED BY: DATE: Nlig ACCEPTED BY: ATE: t/vs PATRICK TH AS, P.E. / DIRECTOR OF PUBLIC WORKS/CITY ENGINEER R.C.E. NO. 44223 T.B.M.P PAGE 959 GRID D2 T7S. R2W. SEC. 29 VICINITY MAP N.T.S. CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS PM 12078 — PARCEL 2 PRECISE GRADING PLAN TITLE SHEET WDID# 9 33C383308 LD18-0135 DRAWING NO. PG-1 SHEET 1 OF 4 CONSTRUCTION NOTES (PROPOSED IMPROVEMENTS) ITEM DESCRIPTION QUANTITY INSTALL SQUARE CATCH BASIN PER DETAIL ON SHEET 3 5 EA. O INSTALL RIPRAP DISSIPATER WITH GROUTED NO.2 BACKING ROCK SIZE PER PLAN DETAIL THIS SHEET 8.1 CY O 4" AC OVER 6" CL II AB DRIVEWAY (200 TONS AC; 152 CY AB) 8,182 SF ® INSTALL 8" PVC STORM DRAIN PIPE 96 LF O DRIVEWAY PER CITY STANDARD NO. 207 390 SF © CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE PER DETAIL SHEET 4 1,000 SF O INSTALL GRAVEL BAGS PER DETAIL SHEET 4 74 EA ® INSTALL SILT FENCE PER DETAIL SHEET 4 757 LF O9 V-DITCH/DOWNDRAIN PER DETAIL SHEET 2 74 LF 10 INSTALL 3" PVC STORM DRAIN PIPE 174 LF 11 INFILTRATION BASIN PER DETAIL SHEET 3 1409 CIF 12 TERRACE DRAIN PER DETAIL SHEET 3 261 LF 13 NDS BUBBLER PER DETAIL SHEET 3 1 EA 1340 1330 132n 131 U 1300 1290 1280 1270 I� w PAD EL. = I3 I3. 0 W J % 4 O.............C�............... .... ..................... ,._....... ... n°C1 '0 4 2'W .. ........... ... ......... . ............................. ..........,., . m PROPOSED m .......................................................................... FINISH .....................................SURFACE :.1.. .................................................. EXISTING MAX TGROUND 5' USE GROUTED NO.2 ROCK MIRAFI FILTER, FABRIC 1404 OR EQUIVALENT SECTION B—B 1 "=30' 24" MIN. 6" THICK CLASS 2 BASE 2.5' WIDE BOTTOM RIPRAP DETAIL 2L NOT TO SCALE 20' WIDE 4" AC E PER P� SOP S COMPACTED TO A 90% C9�, RELATIVE COMPACTION 3 TYPICAL DRIVEWAY NOT TO SCALE PROPOSED FINISH GRADE - EXISTING GROUND �I ... ..... ... ..... I I O L...................... ........ ......... .� ...... m �I ......... ... ...... Q, I ......................................................................... .......... . . . . . . . . ... ... BERM DEMINS ON PFR hsm" w �■ PAD EL. = 13 13. 0 Z' 0 Z............................................................ ... J 3 c� z � KEXISTING ......................... ... PROPOSED p ti -i FINISH j Ci �........... ..SURFACE..............................m LO .....� GROUND m �.................................................................... -..................................................................... ................ —..................................................... = c� w Underground Service Alert Call: TOLL FREE NOTE: 1. REFER TO SOILS REPORT BY EARTH STRATA GEOTECHNICAL SERVICES, INC, DATED SEPTEMBER 11, 2017 1 _ 8 0 0 FOR ALL SOILS RELATED WORK. IIII 227-6000 TWO WORKING DAYS BEFORE YOU DIG CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK SCALE Contractor HORIZONTAL Inspector SEE SHEET 1 AS NOTED VERTICAL Date Completed NA SEAL � WILFREDO S.D. VENTURA No. 66532 41Exp. 6-30-20 �.� CIVIL z LLJ oc - Designed By N 81 °17'36° W 40 1-7 LINE EXPAN OSI N LEACH LINE z Q, 6 w W RECREATIONAL J PAD EL. = 129 7.0 - --- z o, 0 �1 V ............. ..... ..................................................................................... 2: 1 SL MAX .. . ............................................ PE U 2- 1 SLOPE MAX SECTION A —A 1 "=20' Drawn By Checked By PLANS PREPARED UNDER THE SUPERVISION OF G Date //j WILFREDO VENTURA R.C.E. N0. 66532 Expires 6/30/20 Op � V v . W. k W RECOMMENDED BY: DATE. ACCEPTED BY: DATE: PA RIC T A P.E. DIRECTOR OF PUBLIC WORKS/CITY ENGINES R.C.E. NO. 44223 LINE 1 12.0 II GRAPHIC SCALE 20 0 10 20 FEET 1 "=20' 4" 1 30"MIN 1 4" CL BROW DITCH d d a e 3" CONCRETE OR 3" 2500 AIR PLACED z CONCRETE W/ 6"X6" 1.4WX1.4W WELDED N g DOWN DI IN/V-DITCH DETAIL NOT TO SCALE WDID# 9 33C383308 LD18-0135 DRAWING No. CITY OF TE M EC U LA DEPARTMENT OF PUBLIC WORKS PM 12078 — PARCEL 2 PRECISE GRADING PLAN SHEET 2 OF 4 1330 1320 1310 1300 1290 1280 1270 1260 PROPOSED 2:1 SLOPE 4_1 FINISH <'WID X SURFACE J 2D'WIDEROAD 0 Olt,...... cl- EXISTING GROUND . . . . . . . . . . . . . . . e 5' e 2 e a. 2.6' MAX HIGH : a 3"MIN CONCRETE _ RETAINING WALL = 1� WITH SUITABLE REINFORCEMENT S�OpE. _ III 2••� l i=1 I l i I— z x -Ili�ll- od 12 TERRACE DRAIN DETAIL NOT TO SCALE 1330 1320 1310 1300 1290 1280 1270 1260 NDS 9" SQUARE TAPERED POLYPROPYLENE CATCH BASIN W/ U.V. INHIBITORS. SLOPE W 0 9 3/8" SO. WIDTH 1 I-=i=1 � 1=1 SECTION C—C i���ili�llll�;Tl�l!� 1 "= 2 0' 2'•� S/ NDS 1/4 BEND STORM DRAIN ELBOW (O.A.E.) DS POP—UP DRAINAGE EMITTER (O.A.E.) Ire i -- --- -_..._ III—j .. PER PLAN tD INV i i i i (POP-UP P EMITTER) (j NOT i i I SCALE — COMPACTED TOPSOIL PVC STORM DRAIN PIPE (SIZE PER PLAN) 1 /4" LEACH HOLE CRUSHED STONE DRY WELL unaergrouna �)ervlce Alert o Call: TOLL FREE NOTES: 1. THREE FEET OVER —EXCAVATION EXTENDING 6' BEYOND PROPOSED BARN STRUCTURE FOOTPRINT. IIII 1 —800 2. SIX FEET OVER —EXCAVATION EXTENDING 6' BEYOND PROPOSED RESIDENTIAL STRUCTURE FOOTPRINT. 3. UNDOCUMENTED FILL TO BE REMOVED AND RECOMPACTED PER SOILS REPORT BY ENGEN CORPORATION: 2 2-7— 6 0 0 0 DATED MARCH 2017. TWO WORKING DAYS BEFORE YOU DIG CONSTRUCTION RECORD DATE BY Contractor Inspector Date Completed REVISIONS DATE I ACC'D BENCHMARK SCALE HORIZONTAL SEE SHEET 1 AS NOTED a FG PER PLAN NDS, INC. 851 NORTH HARVARD AVE. LINDSAY, CA 93247 TOLL FREE: 1-800-726-1994 PHONE: (559) 562-9888 FAX: (559) 562-4488 www.ndspro.com NDS 9" SQUARE POLYOLEFIN GRATE W/ U.V. INHIBITORS, SLOPE COMPACTED SOIL '-DRILL 1/8" WEEP HOLE TYPICAL 3/4" GRAVEL BASE 4" TO 6" DEEP OF 4 PLACES AT BTM CORNERS. BELOW BASIN. TO PREVENT SECTION STANDING WATER NOTES: 1. GRATE TO BE ATTACHED TO CATCH BASIN WITH SCREW PROVIDED AT TIME OF INSTALLATION. 2. EXISTING SOILS SHOULD BE EVALUATED TO ENSURE PROPER STRUCTURAL AND PERMEABILITY PROPERTIES, 3. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS, 4. DO NOT SCALE DRAWING. 5. THIS DRAWING IS INTENDED FOR USE BY ARCHITECTS, ENGINEERS, CONTRACTORS, CONSULTANTS AND DESIGN PROFESSIONALS FOR PLANNING PURPOSES ONLY. 6. ALL INFORMATION CONTAINED HEREIN WAS CURRENT AT THE TIME OF DEVELOPMENT BUT MUST BE REVIEWED AND APPROVED BY THE PRODUCT MANUFACTURER TO BE CONSIDERED ACCURATE. v LANDSCAPING AREA 12" MAX POND DEPTH (3:1 SLOPE MAX) ------ --- __.._. GRAVEL INFILTRATION AREA WITH 40% POROSITY INSTALL 2 LAYER OF 10 MIL POLYETHYLENE VINYL LINING (SIDES ONLY —TYPICAL) SEALI Designed By � MLFREDO S.D. VENTURA No. 66532 �c Exp. 6-30-20 �.�. CIVIL 0 12" UNDISTURBED BE TYP BELOW NATIVE SOIL UNDISTURBED SOIL INFILTRATION BASIN DETAIL N.T.S. Drawn By Checked By PLANS PREPARED UNDER THE SUPERVISION OF Date d)VA, WILFREDO VENTURA R.C.E. N0. 66532 Expires 6/30/20 8' GRAVEL (407. POROSITY) 12" UNDISTURBED NATIVE SOIL TYP. SQUARE CATCH BASIN 9" SQUARE CATCH BASIN - INSTALLATION FOR LANDSCAPE APPLICATIONS NDS. GRATE SIZE PER PLAN ' ice;;, Q& KEY COMPONENT www ndspromm'�. REVISION DATE 8-24-2015 DRAINAGE FITTING DETAIL N. T. S 111q // 9 RECOMMENDED BY: DATE. �2 ACCEPTED BY: & � �­� DATE: PATRICK TH AS, P.E. DIRECTOR OF PUBLIC WORKS/CITY ENGINEER R.C.E. NO. 44223 COMPACTED BACKFILL SOIL 6" SEWER & DRAIN RISER PIPE (IENGTH AS REQUIRED) SEWER AND DRAIN PIPE INVERT ELEVATION CRUSHED STONE 0 10 20 40 60 ( IN FEET ) I inch = 20 ft. WDIDJ 9 33C383308 LD18-0135 DRAWING NO. C ITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS L9 w PM 12078 — PARCEL 2 PRECISE GRADING PLAN 1989 o4~J PG—,3 SHEET 3 OF 4 (=)(=X=)O GRAVEL BAGS TYPICAL 2 BAGS HIGH (PER SE-6) -8 SILT FENCE (PER SE-1) STABILIZED CONSTRUCTION ENTRANCE (PER TC-1) AREA INLET PROTECTION 3" OVERLAP AT -S FLOW NON -WOVEN GEOTEXTILE -1LTER FABRIC ISOMETRIC 20 POUND SANDBAGS AT EACH CORNER EXTEND 12" MIN I BEYOND INLET) OPENING AROUND PERIMETER CROSS SECTION FLOW -.------ NOTES: 1. DAILY INSPECTION SHALL BE MADE BY THE CONTRACTOR AND SILT ACCUMULATION MUST BE REMOVED WHEN DEPTH REACHES 2". 2. CONTRACTOR SHALL MONITOR THE PERFORMANCE OF INLET PROTECTION DURING EACH RAINFALL EVENT AND IMMEDIATELY CLEAN THE INLET PROTECTION IF EXCESSIVE PONDING OCCURS. 3. INLET PROTECTIONS SHALL BE REMOVED AS SOON AS THE SOURCE OF SEDIMENT IS STABILIZED. AREA INLET PROTECTION DFTATL NO SCALE unaergrouna bervlce Alert CD Call: TOLL FREE 1 — 8 0 0 227-6000 TWO WORKING DAYS BEFORE YOU DIG CONSTRUCTION RECORD DATE BY Contractor Inspector Date Completed REVISIONS I DATE I ACC'D BENCHMARK SEE SHEET 1 "` nr1110 G(( IIII ((/� 1. SET POSTS AND EXCAVATE A 6 INCH BY 6 INCH TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS. 6' MAX. GRAVEL BAGS PER DETAIL HEREON (TYP) 0 V \ tw. r y -- o RA EL BAGS ( / \ PER ETAIL HEREON(TYP) I; RAVEL BAGS / PER DETAIL HEREON (TYP) / - I fi . n A .4 r P-3 O ® P-1 MlAr-A .r 2. STAPLE THE FILTER FABRIC TO THE FENCE. 2' MIN. 3MAX. 3. EXTEND THE FILTER FABRIC 4. BACKFILL AND COMPACT INTO THE 6" x 6" TRENCH. THE EXCAVATED SOIL. SILT FENCE DETAIL THE SILT FENCE SHOULD BE SUPPORTED BY A WIRE MESH IF THE FILTER FABRIC DOES NOT HAVE SUFFICIENT STRENGTH AND BURSTING STRENGTH CHARACTERISTICS (AS RECOMMENDED BY THE FABRIC MANUFACTURER) SCALE HORIZONTAL AS NOTED a S EAL WILFREDO S.D. VENTURI No. 66532 is Exp. 6-30-20 .�_ CIVIL SHEET 3�2- e 0 P-4 COARSE AGGREGATE TRAVELEDWAY 8" MIN. \_ PROFILE FILTER FABRIC EXISTING GROUND 50' MIN. TRAVELED WAY 00 16' MIN 0 � o 0 PLAN �r NOTE: CONSTRUCT SEDIMENT BARRIER AND CHANNELIZE RUNOFF TO SEDIMENT TRAPPING DEVICE STABILIZED CONSTRUCTION ENTRANCE AND CONSTRUCTION ROADWAY Designed By Drawn By Checked By PLANS PREPARED UNDER THE SUPERVISION OF Date WILFREDO VENTURA R.C.E. N0. 66532 Expires 6/30/20 NO SCALE OSTABILIZED CONSTRUCTION ENTRANCE PER DETAIL HEREON (TYP) GRAPHIC SCALE 20 0 10 20 FEET 1 "=20' 3" MIN. OPENING BETWEEN BAGS TOP ROW MM;=..= u- ul JIn1 ''�11 TYPICAL GRAVELBAG DETAIL NOT TO SCALE WDID# 9 33C383308 LD18-0135 RECOMMENDED BY: DATE://[///9 C ITY OF TE M EC U LA DEPARTMENT OF PUBLIC WORKS pF TE�e ACCEPTED BY: CDATE: �'y 9 PM 12078 — PARCEL 2 PAVICk TH A P.E. o W EROSION AND SEDIMENT CONTROL DIRECTOR OF PUBLIC WORKS/CITY ENGINEER R.C.E. NO. 44223 °. teas ` P LAN DRAWING NO. PG-4 SHEET 4 OF 4