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HomeMy WebLinkAboutLot 32-43 Precise Grading GRADING NOTES: 1. ALL GRADING SHALL CONFORM TO THE LATEST PROVISION OF THE 1998 CALIFORNIA BUILDING CODE, PLAN APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23. PRECISE GRADING R�HNiq R0�`p 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE IX. 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. _ ROAD 3. MAXIMUM CUT AND FILL SLOPES = 2:1. CROkNNE HILL FAIRMONT I �cy P PROJECT S ITE 0 4. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5' HIGH. c AUB VIA RAMI n � 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF COMPETENT SOILS ENGINEER WHO SHALL �BEax c ap cRE CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION M� 4p LACE cn REPORT FOR ALL FILLS OVER 1' DEEP. SAN-"NGO 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY ENGINEERING DEPARTMENT WRITTEN PHASE 3 TRACT NO , 23143 6 a ROAD 6 CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING I� a� PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION OF CUT FILL SLOPES. LOTS 32 _ Nq �F`APico �7y � 7. PROVIDE BROW DITCH DESIGNED TO HANDLE 100 YR. Q FLOWS, ALONG TOP OF CUT SLOPES. c PIO a 43 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. '0w HWY. 79 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS INVESTIGATION BY PETRA GEOTECHNICAL, INC. (PROJECT NO 241-01) DATED 07--01-02 AND ALL To SAN DIEGO ADDENDA THERETO. TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE CITY �j VICINITY AP ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATIONS THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF 10 / NOT TO SCALE THE PRELIMINARY SOILS REPORT. 15 9 4 10. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT, TEL (909)694-6411 AT LEAST 24 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION / MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. C a tA 11. CUT SLOPES EQUAL TO OR GREATER THAN 5 IN VERTICAL HEIGHT AND FILL SLOPES EQUAL TO OR JO . 1 P.L. C GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE PLANTED WITH GRASS OR GROUND COVER AS SHOWN ON THE APPROVED LANDSCAPE PLAN TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT CODE, SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. 04 14MIN. 5 C . 34 4� 1X MIN. 33 38 ,z 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF WEEDS, ��- "� DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. 35� '32oo' 9 � � � o �� �� oo' 13. * IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, IT MUST BE CLEARED, KEYED, a I AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A 29 REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. MIN. I 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE 13 r - 50 MIN. STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO PREVENT PONDING WATER TRACT BOUNDARY MIN, B 2X B AND DAMAGE TO ADJACENT PROPERTIES. 37 A A M 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. I IX g 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION, ESPECIALLY 1+- 2 - 13 MES]LE DURING STORM CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST �"" � STL� G OPERATIONS. BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADIN P LA -� L�1/V� In I I J . 17. STABILITY CALCULATIONS WITH A FACTOR F I 0 AT LEAST ONE AND FIVE TENTH (1.5) SHALL BE o` >.- SUBMITTED BY A SOILS ENGINEER TO THE CITY ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES . OVER 30' IN VERTICAL HEIGHT. 38 0 18. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING t N PAD ELEVATION. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN '" SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS ® II ~ � ' 4� J'43II I REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. 10 I � 1 II III 19. EROSION .. ALL GRADED SLOPES SHALL BE PLANTED ES OVER 15 WIIN VERTICAL HEIGHT, IN ADDITION TO GROUND TH ROSEA ICE PLANT AT 12" ON CENTERS TYPICAL LOT OR ANOTHER APPROVED GROUND COVER. SLOP 3B I �'�' V V � DRAINAGE DETAIL COVER, SHALL BE PLANTED WITH APPROVED TREES SHRUBS OR COMBINATION THEREOF. SHRUBS SHALLp - � 4th PAAG'K A PARCl1 s II I BE PLANTED AT 10' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT I UA-PA-0W SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C., CHAPTER 10.R L-1i -�A II INDEX MAP N.T.S. I 5025 50 100 UNLESS OTHERWISE NOTED ON PLAN 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/4 PER FOOT FOR * SEE P A MINIMUM OF 3 FEET. BACKWATER VALVE CHART SHEET � 44 III _-- - .,__ LAN FOR DRIVEWAY GRADE � I II GRAPHIC SCALE.. 1"=50' 21. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. LOT LOT r e 111 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF46/ NO 38 NO 32 8 d 45 �"' �' 11 ANY CONSTRUCTION GRADING. P111 5 P.L. � - � 1 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT AND HIS 33 NO 39 NO 47r MIN. 5' W ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED 34 NO 40 NO 48 z MIN. z FOOTING EMBEDMENT 3' FL 2** :3 DEPTHS SHALL CONFORM \ \\\ J DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY � SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. 35 NO 41 NO 7 40 o MIN. • TO 97 UBC SEC. 18061 REQUIREMENTS, I.E. 12" 24. RETAINING WALLS SHALL BE PERMITTED SEPARATELY BY THE BUILDING AND SAFETY DEPARTMENT. 36 NO 42 NO ' �\\ m m MIN FOR 1 STORY AND r z FL 3, _ 18" MIN. FOR 2 STORIES, 25. SEE APPROVED "WALL AND FENCE PLANS" FOR YARD AND PERIMETER WALLS AND FENCES. 37 NO 43 NOJ p�- z OR AS SPECIFIED OTHERWISE 26. W.D.I.D. 933S317203 �� \\ Z:1 MIN. Io 2 BY GEOTECHNICAL REPORT. 27. THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE ANY CLEARANCES FROM STATE OR FEDERAL WILDLIFE AGENCIES REGULATING THE PROVISIONS OF THE CALIFORNIA OR NATIONAL 6" MIN. "{ ENDANGERED SPECIES ACTS. THE CONTRACTOR/OWNER/DEVELOPER IS RESPONSIBLE FOR OBTAINING THE 2X MIN. = * PAD ELEV. APPROPRIATE CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADIN J. `\\ 20X MAX. \\ ** 2' BENCH REQUIRED IF SLOPE HEIGHT IS 5' OR GREATER 2X MIN. EARTHWORK UANTITIES: " IF SLOPE HEIGHT IS LESS THAN 5' SEE SECTION D--Dr" 20% MAX. CUT = 600 CUBIC YARDS (50 C.Y./LOT) r1n SECTION •A-A• FILL = 600 CUBIC YARDS (50 C.Y./LOT) J � N.T.S. LEGEND s � AC -- ASPHALT CONCRETE TF - TOP OF FOOTING W 5' P.L. 5' BF - BACKFLOW PREVENTERz TG - TOP OF GRATE J MIN. o� z MIN, z DF - DEEPENED FOOTING - TRACT BOUNDARY Z'1 PAD ELEV. 100 :3 DW i DRIVEWAY ---- -- FLOW LINE F.L. �,�^ 6 FG FINISHED GRADE 15._20. TYP. w 3' FL . o FL FLOW LINE - SLOPE (2.1 MAX.) PLAN 1 PLAN 2 PLAN 3 PLAN 4 1 10' MIN. z �, m - FS FINISHED SURFACE gp - LOT NUMBER 2,283 SF 2,584 SF 2,882 SF 2,846 SF EROSION CONTROL BERM P.L. .� MIN. GB - GRADE BREAK GF - GARAGE FLOOR PLAN -- HOUSE PLAN TYPE 2' = =-_ �~ PAD ELEV. M� HP - HIGH POINT FF=1109.67 INTERNAL SIDES MIN. -�- z N• m FOOTING TO BE INV -- INVERT PAD=1109.0 - FINISH FLOOR ELEVATION HOUSE PLAN LEGEND - - PAD ELEVATION • .. • TC - TOP OF CURB SECTION OD-D" EXTRA DEPTH OF 2' PAD ELEV. ' APN. 952 - 572 N.T.s. PLANS (TYP) ..� �. DIMENSIONED ON * w 2- PAD ELEV. M,qX BENCH MARK COUNTY OF RIVERSIDE B.M. T-29-81 BASIS OF BEARING 2X 2X MIN. s MIN. 2X MIN. Underground 2 1/2" BRASS DISC IN CONC. CYLINDER LOCATED FROM THE INTERSECTION '}'�`- 20% MAX. Service Alert / THE BEARINGS SHOWN HEREON ARE BASED ON A PORTION MSN. - =- --- 20X MAX. OF FRONT ST. AND RANCHO CALIFORNIA ROAD, 1.8 MILES N.E. ON RANCHO OF THE CENTERLINE OF BUTTERFIELD STAGE ROAD AS OWNER/DEVELOPER: �,�, -' - * SECTION 'B-B' ©f Sou"wn Califomia CALIFORNIA ROAD TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND SHOWN ON PARCEL MAP NUMBER 23432 RECORDED IN PAD ELEV. Call: TOLL FREE MARGARITA ROAD, IN THE N.W. CORNER OF THE INTERSECTION 1' E. OFA BOOK 159, PAGES 38 THROUGH 61 OF MAPS, RECORDS GREYSTONE HOMES PAD ' N.T.S. 1 -800 7' CHAIN LINK FENCE, 21'x 16' AROUND SO. CALIF. GAS VALVES, 40' N. OF RIVERSIDE COUNTY, CALIFORNIA, BEING N 2756'23"W 40980 COUNTY CENTER DR., SUITE 110 _ 2X MIN. 422-4133 FFIBERGLASSOWITN SS POST SET 1 CENTERLINE WOFMONUMENT.HO CALIFORNIA ROAD. TEMECULA CA. 92591 SECTION„ C C 207« MAX. LD03--1 13GR M wORKMc MM BEFORE You W ADJ. DATE 9/13/82 ELEV. 1128.410 TEL. (9095 719-1464 N.T.S. m LD04-023GR CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL: The Keith Companies . PLAN SCALE pESS� AS NOTED CITY OF T CAMtractor Gla REVISE SIDE YARD GRADING LOT 43 jk tREN Drawing No. T A-, eF�► RECOMMENDED BY: DATE; �.3 4�¢ DEPARTMENT OF PUBLIC WORKS CO i Inland Empire Division PROFILE SCALE SEE ABOVE p In"ft-tor � No. 23737 v 22Q40 Ce>wdrs Awrwg Su1M 3W Ibrrrio , CSI 92553-9024 909 653-0234 Exp. 12/31/05 ''�"°'' � � ACCEPTED BY: DATE: -1/17/10!f. PRECISE GRADING PLANS � � -_ - Plans Prepared Under Supervision Of DEPUTY DIRECTOR PARKS OR of Pueuc woRlcS PHASE 3 TRACT N0. 23143-6 cnnL Date ... ._21-d qPl0 4� , DRAWN BY: DSB \F CAL R.C.E Na Expires 12-31-05_ DESIGN BY: DSB R.C.E No. 19744 Explrs. 9 LOTS 32---43 Sheet f CHECKED BY: 0 2 aM i � 10 r PAD-1305.1 , 9 .� 15 � PAD-1305.1 r r � PAD..1270.9 78.83' a 65.00' d 69.55' CL It r N 1� •� // N ; � n 14 3 a J / 1. $ 33 / / PAp�.1268.7 �� � "1� FF-1303.16 p� 2 •` ,3S 'N1 F'F-130 , 32 , PLN' 3 �4 ' 36 ; P�-13 .4 •" Pl,,yr 4 .W f m I lI l �.�� �-1=101 PLAN 2R I�p.•13D3.0 �1 b.Or 1 Q. '� Pr1D�FF-1303.00 ---...... 4.4 9 III � 4 I '? \. dP ' � ► ' , 'PND-13U1 s, so' 0.s 00 70 10 Z*- l II , II I Iry a + 11 I 13 � $ •, 1 "v PADS*1208.7 1q ' �`� 37 ��► 3.34' PIAN 3 p FF-130.70 2• PND-1303.7 8, ^ �' �' a •�, I •s •$ geC ■ I � � II 5 .. _ � 2 TLE �_ t ST. 1f. r ri a; r WATE ai 13 - ....__., .� 01 Z3 ♦ J... + 9 ST I I r 110.00' �.: �+$ 33 , } LA ,., AR/AV b aJl 11 �1• � 3 01.12 ,�F'._� j I I PADm 1283.823. 38 I I I FH ' FF-130.70 Q PND-1303.2 ��" 3.0• ... s.o• 4: I 4 I I � N � � ,� FF-1302-90 4 3 �; �� y �, 1•. PND-1308. PLAN 4 I I - I FFA 1302.50 I I 10 ` �' / apr _..�PAD•13Q2.0 118 I I PAD=1264.0 PARCEL A c 17-W I 39 � I •,• S3' �` LLA-PA03-0297 PARCELS 3 . PLAN 1 I 41 LLA-PA-0297 I I FF-130.60 ;� .. 1 7 - t t 40 r PLAN 3 I" fid fG I I I PAD-1303.1 J 4 t I I �, FF-1303.30 EX •: PLAN 2R Q II t 03.30 FMD-130Q.> FF-13WAu- I PND-1303A &o' A 1 I • h'OF II 1 4 w A& -. \ T.� 9 � � II I � PAD-1265.4 o .56 II I s� � 1 1 84 44 1 -1299.2 4 2 � 45 I 1 1 Ak 118 1 1 PAV-1299.5 11 1 1 1 8 1��•�' 46 PAD-1265.747 PAO1 4� -1299.8 1 \ 1 PAD=1300.0 1 t 1 48 PAD-1300.3 CT 49 PAD"1300.6 � h \\ 7 1 \ PAD-1255.7 \ \ 0 4 \\ bor \ y, ` �O . \ GRAPHIC SCALE: 1"=30' a LD03- 113GR ® LD04-023GR CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL: The Keith Companies PLAN SCALE Ess�py1"=30' CITY OF T REVISE SIDE YARD GRADING LOT 43 t,RREM '1� Drawing No. �^ , ef� RECOMMENDED BY: DATE: l3 a DEPARTMENT OF PUBLIC WORKS A, � � Inland Empire Division PROFILE SCALE Inspector SEE SHEET 1 0 No. 23737 a 21690 Cam Amnue, Sub 300 Mmm vain,, CA 92553-9024 909 653-o2 -- PRECISE G RAD I N G P LAN S Date Exp. 12/31/05 Plans Prepared Under Supervision Of ACCEPTED BY: ROS J. PARKS DATE. TRACT NO. 23143--6 `P�q civic �� Date g�a plo� .._.._ D RAW N BY: D S B DEPUTY DIRECTOR of PUBLIC WORKS P HAS E 3 DESIGN BY: DSB R.C.E No. 23737-- -- ., Expires - _ CHECKED R.C.E No. 19744 Expires 9/30/05 . ...,,.. LOTS 32--43 Sheet2 of 2