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HomeMy WebLinkAboutTract Map 29734 Lot 34-36,38 Precise Grading GRADING NOTES 1 . ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE. ADDENDIX CHAPTER 33 AS AMENDED BY ORDINANCE 457. 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1% TEMECULA CREEK PRE C S GRAD14G P AqS IF CUT OR FILL IS LESS THAN 10' , 2% IF CUT OR FILL IS GREATER TRAC r NOm THAN 10' . DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. 3. MAXIMUM CUT AND FILL SLOPE = 2: 1 . VALLEY 4. PROVIDE 5 WIDE BY 1 HIGH BERM OR EQUIVALENT ALONG THE TOP ' OF ALL FILL SLOPES OVER 5' HIGH. „,.. NORTH 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OFA0UNTY 0 RIV RSID ' A f 29734 MODELS COMPETENT SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL ,� 1A HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL CAMINO SAN IE uALIFORN MA$ PROJECT COMPACTION REPORT FOR ALL FILL OVER 1 ' DEEP. SITE 6. A SUITABLY QUALIFIED AND REGISTERED PROFESSIONAL SHALL SUBMIT TO THE - s� BUILDING AND SAFETY DEPARTMENT WRITTEN CERTIFICATION of COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO REQUESTING INSPECTION AND ISSUANCE of THE BUILDING PERMIT. SHALL INCLUDE LINE, GRADE, ELEVATION AND LOCATION OF CUT/FILL SLOPES. 37 7. PROVIDE A BROW DITCH, DESIGNED To HANDLE 100 YR. Q STORM VIC INITY MAP FLOWS, ALONG TOP CUT of SLOPE. , NOT TO SCALE TOWNSHIP ...3- SOUTH RANGE -2_. WEST SECT I ON -ICL 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. 9 ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS of THE PRELIMINARY GEOTECHNICAL INVESTIGATION LEGEND BY PETRA GEOTECHNICAL DATED SEPTEMBER 21 , 2001 . TWO SETS OF THE STORM DRAIN S.D. ACCESS RAMP FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE BUILDING LOW POINT L.P. AND SAFETY DEPARTMENT WHICH SHALL INCLUDE FOUNDATION r LOT NUMBER Q DESIGN RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS TOP OF SLOPE T.S. BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS of THE GRADE BREAK G.B. INDICATES LOT NUMBERSIT32 LANDSCAPE DEVELOPMENT L.D.Z. INDICATES UNIT TYPE 1L E INVESTIGATION REPORT. (L-LEFT'GARAGE; R=RIGHT 'GARAGE) 10. THE CONTRACTOR SHALL NOTIFY THE DISTRICT BUILDING AND SAFETY 35 RIGHT of WAY R/W INDICATES FINISH FLOOR ELEVATION FF-1173.0 DEPARTMENT AT LEAST 24 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED �3 EDGE OF PAVEMENT E.O.P. INDICATES PAD ELEVATION PE=1172.5 WATER BLOW-OFF PRIOR To BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. � 14H 0000.00 * TOP OF CURB T.C. THIS LOT REQUIRES A BACKWATER VALVE (D] 11 . CUT SLOPES EQUAL To OR GREATER THAN 3' IN VERTICAL HEIGHT PER SECT. 409 OF U.P.C. PER APPROVED B W AND FILL SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL FLOW LINE F.L. WATER AND SEWER PLANS. ( SEE INDEX MAP ) HEIGHT SHALL BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY. IN HIGH POINT H.P. TRACT BOUNDARY - ACCORDANCE WITH ORDINANCE No. 457 PRIOR TO THE APPROVAL OF FINAL INSPECTION. FINISHED GRADE F.G. EXISTING CONTOUR �----(1430)----' 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND FINISHED SURFACE F.S. STORM DRAIN & CATCH BASIN HAS BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER 2: 1 SLOPE DELETERIOUS MATERIAL. 30 GARAGE FLOOR GF 0000.0 FINISHED N I SHED FLOOR CUT-F I LL -- --��- - -�r-- �-- 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS To BE �' FF 0000.o PLACED, IT MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM � AIR RELEASE VALVE NATURAL SOIL FOR FULL SUPPORT PREPARATION SHALL BE 32 ,�°` WATER SERVICE W � APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT P•`�' �- FIRE HYDRANT OF FILL MATERIAL. �� SEWER SERVICE S r INDICATES AMOUNT OF DRIVEWAY 14. DURING ROUGH GRADING OPERATIONS AND PRIOR To CONSTRUCTION X OF PERMANENT DRAINAGE STRUCTURES TEMPORARY DRAINAGE CONSTRUCTION NOTES & QUANTITY ESTIMATE EXTRA DEPTH Fool I NG Q CONTROL SHOULD BE PROVIDED TO PREVENT PONDING WATER AND 0 STREET LIGHT DAMAGE TO ADJACENT PROPERTIES. N QUANTITY UNIT s,$ SLOPE � t 1 LOT GRADING (4 LOTS x 50 C.Y. 200 CY EXTRA DEPTH FOOTING E 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED 40 0 40 80 120 t• METHODS AS DEFINED IN COUNTY ORDINANCE 484. 1 AND 742 (PM--10) . INDEX MAP N N 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST GRAPHIC SCALE 38' 40' 40' 40' CONTINUE TO FUNGTION, ESPECIALLY DURING STORM CONDITIONS. PROTEGTIVE GRADING NOTES ( CONT - ) N ES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT 24. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ADJOINING PROPERTIES DURING GRADING OPERATIONS. ROSEA ICE PLANT AT 12" ON CENTERS OR ANOTHER APPROVED ' PLAN 1 PLAN 2 PLAN 3 ., PLAN 4 17. STABILITY CALCULATIONS WITH A FACTOR of AT LEAST ONE AND FIVE GROUND COVER. SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION E'IVG/NEER'$ H T/ ►� TENTH (1 .5) SHALL BE SUBMITTED BY A SOILS ENGINEER To THE To GROUND COVER, SHALL BE PLANTED WITH APPROVED NO.LICE TO CONTRA C TORSI 0 �, Q BUILDING AND SAFETY DEPARTMENT FOR CUT AND FILL SLOPES OVER TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS SHALL BE THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE co u7 30' IN VERTICAL HEIGHT. PLANTED AT 10' ON CENTERS; TREES, 20' ON CENTER; COMBINATIONS, PLANS ARE OBTAINED BY SEARCH OF AVAILABLE RECORDS AND TO THE BEST OF OUR KNOWLEDGE � 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS PLAN. THE CONTRACTOR IS REQUIRED 12" MIN. ABOVE PAD ELEV.'e TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR v 18. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION STRUCTURES NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR PROTECTION OF AND ANY DAMAGE SUBMIT CERTIFICATION of BUILDING PAD ELEVATION. WHERE DEVICES PER U.P.C. CHAPTER 10.R. TO THESE LINES OR STRUCTURES. ROUND OFF TOP- CL SPECIFIC ELEVATIONS ARE REQUIRED. THE ELEVATION (WITH P/L TYPICAL OVERALL FOOTPRINT DIMENSIONS 25. CONSTRUCTION of DETENT I oN BASIN, CONCRETE CHANNEL AND PERIMETER CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. I F AN ELEVATION PRACTICES, CONSTRUCTION CONTRACTORS WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE 4' MIN, BROW DITCH SHALL BE I N PLACE UPON COMPLETION OF PROPOSED GRADING. RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, SCALE 1 = 40' N WITH RESPECT TO ADJACENT GROUND SURFACE IS REQU I RED, THE APPROPRIATE MEASURES WILL BE TAKEN TO ENSURE PROPER DRAINAGE INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES T0, HI9i POINT FROM INSTALLED FACILITIES To PERIMETER STREETS UNTIL CURB OUTLET DEFEND, INDEMNIFY, AND HOLD DESIGN PROFESSIONAL AND OWNER HARMLESS FROM ANY AND ALL LIABILITY, 1A1 1B -0 2'MIN o 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS STRUCTURES ARE IN PLACE PRIOR To COMPLET I oN OF THE PROPOSED REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. A o STREET IMPROVEMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE TO REPORT DISCREPANCIES IN PLANS AND/OR FIELD CONDITIONS AT NOT LESS THAN 1/2" PER Fool FOR A MINIMUM of 3 FEET. � � 26. THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) SHALL BE IMMEDIATELY TO THE DESIGN ENGINEER FOR RESOLU11ON PRIOR TO CONSTRUCTION AND SHALL BE RESPONSIBLE S\O 21 . "NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES IMPLEMENTED UPON COMMENCEMENT OF PROPOSED GRADING. THE SWPPP FOR DISCREPANCIES NOT SO REPORTED AND RESOLVED. SECTION A '- A \y � t ' *.-I V) . SHALL BE PERMITTED SHALL ADHERE To CURRENT NPDES GUIDELINES. CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED FOR REAR YARD SLOPES GREATER _,. �;;"�{ � ,N� ! M LAM> A _ .. CHANGES OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED THAN ��''� � C' to,08% n" Q A 5 IN VERTICAL HEIGHT BY THE PREPARER OF THESE "PLANS", d v\gyp\� � ti r o� 15'TYP. 15' IYP, 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE BASIS OF BEARING: FIELD PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. pp a-r oda `5 (IXCEPT (EXCEPT � Fz THE BEARINGS FOR THIS SURVEY ARE BASED ON THE LINE BETWEEN STATIONS"TRAK" P/L , 5' M i N.VAR. P/L P ��° " a`` �� �a°� 5 r B 5 G 5 C N 23. A SUITABLY QUALIFIED AND REGISTERED PROFESSIONAL SHALL SUBMIT '� �► „ 5 MIN. VAR. 5 MIN. VAR._, R� 1w,* �C ��00(p MIN MIN MIN M I N AND MATH (POSITIONS PER NATIONAL GEODETIC SURVEY NAD83 EPOCH 1995.5) AS 6 MIN 6 MIN. o,,q yr NOR) NOR) TO THE BUILDING AND SAFETY DEPARTMENT WRITTEN CERTIFICATION SHOWN ON THE MAP FILED IN BOOK 102. PAGES 50 THROUGH 65 of RECORDS of 3' MIN. 1 ' 1 ' 3' MIN. 3 MIN. * ��` °Q� 0 �,� ,�i,� o Is Q MUDSILL VAR. OF COMPLETION OF FINAL GRADING IN ACCORDANCE WITH THE APPROVED SURVEYS IN THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE MUDSILL VAR. * * VAR. MUDSILL 6" MIN. (04'DO*eo o ,�,� the p5 mv� M PLANS FOR ALL GRADING DESIGNATED AS "ENGINEERED GRADING" COUNTY,CALIFORNIA, BEING N 52°49'02.84" E. P�a� z z z ? I M g v O r- I N w ENGINEERS NOTE: OWNER SOILS ENGINEER LEGAL DESCRIPTION � .:•4' A,� _ P�p,N v) DIG ERT - 5 .r THE PRIVATE ENGINEER SIGNING THESE PLANS IS CENTEX HOMES PETRA GEOTECHNICAL A PoRTIoN of PARCEL 22 - PARCEL 12" MIN. 12' MIN. 12 MIN: P� ,� P - z (n RESPONSIBLE FOR ASSURING THE ACCURACY OF DESIGN WARDLOW CIRCLE, SUITE 150 27620 COMMERCE CENTER DR. MAP 27387 P o ,_, 0 .N � �, a D TALL SEE AND ACCEPTABILITY OF THE WORK HEREON. IN THE 2� MIN. 2: 1 MAX. 6" TYP. **2% MIN. **2X MIN. fi MIN. Pt- s M © 'p s M o 0 CORONA CA 91720 SUITE 103 ** p,N ak ' AkIn EVENT OF DISCREPANCIES ARISING AFTER COUNTY 20� MAX. MIN. 20� MAX. MAX. 2. 1 MAX. -.. •�. 1--gam-Z27-Z60Q TEL 909.279.4000 TEMECULA, CA 92590-�5fiB1 20� APPROVAL OR DURING CONSTRUCTION, THE PRIVATE FAX 909.273.2100 . (909) 699-6193 s I DEwALK -, jfw ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING * -- U LESS OTHERWISE NOTED * - UNLESS OTHERWISE NOTED w AT LEAST TMD DAYS (909) 699-6197 FAX ** - 1�2" PER Fool FOR FIRST ** ._ CURB AN ACCEPTABLE SOLUTION AND REVISING THE PLANS 1/2 PER FOOT FOR FIRST00 � BEFORE YOU DIG 3 FT.AWAY FROM BUILDING o FOR APPROVAL BY THE COUNTY, 3 FT-AWAY FROM BUILDING - DISTANCE FROM RIGHT of WAY To THE GARAGE CORNER z „ UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA SECTION B '"" -�- MEASURED PERPENDICULAR TO THE PROPERTY LINE. ,,¢_� B SECTION C C C1n NOTE: RBF 11-7--03 REVISED LOTS 34-36, 38 SEAL-COUNTY SEAL-ENGINEER COUNTY OF RIVERSIDE PLANNING ■ DE13ION ■ CONSTRUCTION DRAWN TRACT NO.29734-'1 MODELS IP -�- o WORK CONTAINED WITHIN THESE PLANS 2 RBF 3-9-04 REVISED BLDG LOCATION TO ELIMINATED DROP GARAGES BENCHMARK: T-1-81, ELEV. 1026.428 JLF SHEET N 0. � 0 SHALL NOT COMMENCE UNTIL AN Q�o�ESSfoNAI TRANSPORTATION DEPARTMENT Q���ESSJoy9l 2 1/2 BRASS DISK IN CONC. CYLANDER 2.4 DESIGNED I ENCROACHMENT PERMIT AND/ORA �a p A, o APPROVED BY tia �` A. 1 MILES SOUTHEAST ON HIGHWAY 79 FROM EDL COUNTY CSF RIVERSIDE 1 LO GRADING PERMIT HAS BEEN ISSUED. ��� ��� Tye �, ,_�� ��� rl� `yam, 27555YNEZROAD,SUITE 4ao INTERSECTION OF MAIN AND FRONT STREET IN CHECKED d" .- 9 -' TEMECULA,CALIFORNIA 92591-4679 '" O Fhe private engineer signing these plans i s C D N S U LTI N G 9oag7sso42 • FAX sa9.676.7240 • www.ReF.com TEMECU+LA, 53.5 SOUTH OF C/L HIGHWAY MAT SCHEDULE A L No.43090 OF 2 SHEETS 79 3.2 EAST OF GT POLE (GT 2453) 300 SCALE AS SHOWN PRECISE GRADING PLAN i responsible for assuming the accuracy and No.33950 � KHALED A. OTHMAN DATE: Exp. 3/31/ ' acceptability of the design hereon. In the event ,� Exp. 6/30/02 � R.C.E. No. 33950 � � � EAST OF PRODUCE STAND MIDWAY BETWEEN PREPARED BY: MICHAEL A. YLMAN R.C.E. N0. 43890 FILE NO. of d i sgcrepatr i es arising pf ter e engineer approva I or �f9 I V I ��� EXP. DATE: 6-30-02 sr9 CIV 1\. �tiR EXP. DATE: 3 - P.P. 75580 AND P.P. 75581 ON LINE WITH OLD JOB NUMBER rF Foy rF �o� MODEL LOTS 34 35 38 & 38 0 urin construction, the private en sneer shall be 15--100455 r O.f' ��1 FENCE LINE RUNNING N. & S. SET FIBERGLASS a„ responsible or determining an acceptable solution MARK BY DATE APPR. DATE �� �p`1 DATE FOR: w.o, couNTY I and reviewing the plans for approval by the county.. DATE: WITNESSPOST 1 SOUTH OF MONUMENT. REDHAWK FILE No. .. ENGINEER R E V I S I G N S COUNTY RECOMMENDED BY BOYLE ENGINEERING DATE: CAMINO S I N P1 AS 20.09 24 CONSTRUCTION NOTES: 9� WALL DRAIN PER DETAIL THIS SHEET. 4-� O.gyp' 15.44 FG 'L�s Y 3,70 A M 14. 12 FG 35. 61 O�.•���� „� �• 104.03Qolr� �o rp +� PROP.RET.WALLcn PER SEPARATE ` PERMIT ( .�/ S Z• N 37 1 601 I 1 o PE=1223.2 30.2 TW -H 27.5 TF 1 30 30' I BW I I 29.9 I FL/HP 2' 8' 18' -- tis�' 2 � I cy 0-2 Tw 22 9 TF F 30.2 1 .24' S ?