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HomeMy WebLinkAboutLot 18-24,65-70 Precise Grading i c c t 9 GRADING PLAN FOR TRACT NO• f� GENERAL NOTES . RIVERSIDE COUNTK. CA /F RNIA 1. All grading shall conform to the Uniform Buildin Code ter 7D as amended b Ordinance No. 457. L g Chap � y 2. All property corners shall be clearly delineated in the field prior to commencement of any construction/grading. 3. , During rough operations and prior to construction of permanent drainage struc . ung pe p pe g tures, temporary drainage control should be provided to prevent ponding water and damage to adjacent properties. 14. 1:'. N 926- 170- 009 4. Dust shall be controlled by watering or other approved methods. 40 5. No fill shall be planed on existing ground until the ground has been, cleared of weeds, debris, topsoil and other deleterious'. material. � ► w 4 ,,.. R *,.w :...„... _ 6. Maximum cut and fill slope - 2:1. 7. Stability calculations with a factor of saf • � r ty ety of at least one and five Leath(1.5) shall be submitted by$ Soils Engineer to the Building and Safety Department for cut and fill slopes over 30' in vertical height. w / 8. Provide-5' wide,by-1' high-beim or equivalent'aiorig the top.of ail"fi 'slopes over 5' high. 9. Provide a brow ditch, designed to handle 100yr Q Storm flows, along the top of cut slopes. 10. Minimum building pad and drainage swale slope shall be -.I% if cut or fill is less than. 10', 2 if cut or fill is greater 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. 11. No obstruction of flood plains or natural water courses shall be permitted." 79 Y � 2 12. All existing drainage courses on the project site must continue to function, especially during storm conditions. Protective °�LpLA pp '� ` measures and temporary drainage rovisions must be used to rotect ad'oinin ro rties durin radia o rations. f' 1'- S� PP � s P Pe 8 g B Pe'\ kN- ,�� ,r CnO �4 13. Finish grade shall be sloped awayfromall exterior walls at not less than 1/2' per foot for a minimum of 3'. S/T� �� �� �/r � s 14. Gait and fill slopes equal to or greater than 3' in vertical height shall be planted with grass or ground cover to protect the P h ,r' r �. slope from erosion and instability in accordance with Ordinance No. 457 prior to final inspection. Pe Y P �mB tns-pec n 15. EROSION CONTROL: All slopes required to be planted shall be provided with rosea ice plant(or equal) ground cover at 12" on center. Slopes exceeding 15' in vertical height shall be planted with approved trees spaced not to exceed 20' on ,ao►f qw� kY % center or shrubs not to exceed 10', or a combination of shrubs and trees not to exceed 15' in addition to a grass mix or ground cover. Slopes exceeding 4' in vertical height shall be provided with an in-ground irrigation system. Slopes equal to or less than 4', may be irrigated by hose bib located at the top or toe of the slope, spaced to make us of a hose no Ionger '© �� than 50' in length. The irrigation system shall be provided with an appropriate backflow device per U.P.C., Chapter 10. 16. All grading shall be done in conformance with recommendations of the preliminary soils investigation by 1' y1 ,guo �4.iLS dated _ Two sets of the final compaction report shall be submitted f j OC�( r! f to the Building and Safety Department which shall include foundation design recommendations and certification that grading VICINITYAfAP �,e� ..g• GG 5 C�o has been done in conformance with the recommendations of the site investigation report. �V T.5 (t� �� n Vv /J �. 17. If steep sloping terrain occurs upon which fill is to be placed, it must be cleared,'ke ed and benched into firm natural soil G � 5 P y for full support. Preparation shall be approved by a suitably qualified and registered professional prior to pla�cerdent of fill . '�� �� �'�• � 1S -� material: .. .. `� "rc-1 18. All grading shall be done under the supervision of a competent soils engineer who shall certify that all fill has been properly 5 l r t �' placed and who shall submit a final compaction rt for all fills over 1' . .. � .� mpac repo deep. • cc•� _._ . . 19. Final compaction repot will be required for all fills greater than 1'. S I--I `r' 3' 20. . A suitably qualified and registered pmfessional shall submit to the Building and Safety Det written certification of completion of rough grading in accordance with the approved grading plan prior to requesting inspection and issuance of the 1' Q 10 9.3 Fg s� 0 .�- building permit. Certification shall include line, grade, elevation and location of cutJfill slopes. ROUGH GRADING L FG/7ND �F,9 �� 21. A suitably qualified and registered professional shall submit certification of building pad elevation. Where specific elevations Q�� (3 9 o are required, the elevation (with respect to mean sea level) shall be given. If an elevation with respect to adjacent ground �C" surface his required, the actual distance above the adjacent ground shall be given. 7- C• ............................................. TOP 0/7 C�JRH : 9 l0 C Fs t* &11.Y 22. A suitably qualified and registered professional shall submit to the Building and Safety Drat written certification of t0 / tad= 1 b•0 C F5 ?t iia, S f� compleiivn of final grading in accordance with the approved plans for all grading designated as "engineered grading'. F. L . ................. ......•...... f O Wl INF �FS �1 Q1cb w9•��Fg 23. The contractor shall notify the District Building and Safety Department at least 24 hours in advance requesting finish lot CF 5 so 0 CfS grade and drainage inip�ection. This inspection must be approved prior to building permit final inspection for each lot. H. P. ......... HPOIN Qt°,��1� 7J 24. Contractor shall notify Underground Service Alert, two days before you dig at 1-800-422-4133. G. R. C-7RAD[_ HRFAK ._. SHEET 2 JV PAD .. .......... ....... H�DG. PAD E�_ VA TION J/ ........ TRA C T SOU IDA R Y _ .......... /% MI/1/. F- ARTH S WAB F,, � ao � •A •d40 . 40 �c t� � - Z.- / SL O PE 2 P - �f; 2 - 36 34' / AC UN/T' �O w n h Rc Ciel!TLO a O O ' .410 14b, PLAN , ' • IV A�`A��`� � . � _.. pL pN / PLAN.2 3 OJ Q,Q-�� �O ��o�, �, zoo lnl�� �' ��� Q �, o o 0 .� SECT/ON /6, P. � .TBS., R. Q • � ��� APPLICANT TRANS-PACIFIC CONSULTANTS INC. AND FZ OW CHART 27447 ENTERPRISE CIRCLE W. ,- �� GoR�Cel� � Q RTH WORK QU4NT/ TIES TEMEC ULA, CA. 92390 untyot e ----T-- _ PH. (714) 676 - 7000 Buil djr&'V ersi P.L. EXCAVF T/D/V 7 CU. YD. �fety - - 2:1 MAX. SHR//VECAGE r/7/) 2,32 7 CU. YDS. :...... SEP p j 1 �LGPE _ _ � - _ .. . e, � 986 _ .. a �(��� o ti ToTA/_ AV LE YARDS 6D/, Yos: OWNER DEVELOPER CONTRACTOR SOILS ENG I NEER pF�F BEN�'HM,4RK DE. /P7lQl ANKME/V T 2,30o Cu. Y - ' ir-PL. K . H�VN N I NIGHLAND SOILS ' A A CO.CO. ELEVA r�oN 1052.s 14 DATE.• 9- 13-82 PL. 4180 LA JOLLA VILLAGE DR. 1832 S . COMMERCENTER CIR. , STE A �o.+�o RIVERSIDE COUNTY DESIGNA'T/OM T-2-81 STAMPED ON 2 &112" BRASS •' z * 12�Y-Aa DISK /N CONCRETE C YL INDER. 3.4 MILES SOUTHEASTERL Y ON H SV Y. 79 FROM SUITE 450 ILA JOLLA , CA. 92037 SAN BEFtNADiNC1, CA . 92408 "THE INTERSECTION OF MA//V STREET AND FRONT STREET IN TEMECULA. , AT TGE OF PH. (714 8 8 4-8 8 2 8 9 Com- �' ' SOUTHWEST _CORNER OF THE" /1 RRSECTION ON HWY. 79 AND MARGARITA ��� I I SLO P E PH. ( 909) 45 3-- 5 66 5 CALtfrOF ,,ROAD. 109' SOUTH OF THE STREET CENTER LINE OF /IyVY 79. AT THE o E S/I ------ N RTHEAST FENC CORNER OF 6 CHAIN LINK FENCE AROUND WELL E. 7() 9' SOUTH AND 2� EAST OF NOR77;V ST frNCE CORNS-R SET F18P?GLASS SEP o 9 199 w NOTE: THIS . APPLICATION ' FOR GRADING PERMITIS FOR LOTS 1 -24 & 65 -7 ONLY. ' OF MONUMENT. R w wrrNE,SS POST V SOUrH _ Af'F'k'r�Vf l �- Trans-Pacific C 0 N S u L T A N T S COUNTY OF R I VERS I DE TYP. DT G/4.41��NG CURB R /5 RED CM[ ENGIN F' N 27447 Enterprise Circle West � _ Temecula. California 92390 DATE OXO TEL (714) 676-7000 TI A C� T N'✓. C ZI7�7"' `"3 • �.--- -__ APPRO VED BY: - 5C,�+ E BENCH MA RK.- '+ !'REC/S�` GRADING PLAN SEE ABOVE -'�• __ _ .__.. FOR ROAD C OMI.S 5/ONER ` .. _ __ _. _ DATE _._. -- __ DA Tc O gi,• . . . 1 1 1 % % % \ \ ".. % % \ % I Y 4 - i t , r 1 i I,; �e,. .1, , , : . .. . \ \ \ \ 1ti abs, \ ��� W, : t I/ I f "� r 4. 't '� - ;, y "•„�,"•ur""°•+,.eea•rxr,e. ' � E ^ � 5 :`.",.pq 1 J f ! P I i �\ \, �} w"-..n+..,xw..•.,r....,...,....We.w. 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