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Lot 35-48 Precise Grading
t r - y• '. ' - tea. • GENERAL NOTES : SUNT/ RNI 1. All grading shall conform to the Uniform Building Code, ter 70, as amended b Ordinance No. 457. / C'O /``_1 L If r1 � y 1 2. All property corners shall be clearly delineated in the field prior to commencement of any�construction/grading. 3. During rough grading operations and prior to construction of permanent drainage strucazes, temporary drainage control wD. No should be provided to prevent ponding water and damage to adjacent properties. r 926- 170- 009 4. Dust shat be controlled by watering or other approved methods. 5. No fill slwll be placed on existing ground until the ground has been cleared of weeds, debris, topsoil and other deleterious material. 6. Maximum cut and fill slope = 2:1. 7. Stability calculations with a factor of safety of at least one and five tenth(1.5) shall be submitted by a Soils Engineer to the \ Building and Safety Department for cut and fill slopes over 30' in vertical height. 8. Provide 5' wide•by-1' high beim"or bquivalcnt'a.lohrg the top'of•all_fill--slopes over 5' high. " 9. Provide a brow ditch, designed to handle 1 gn 00yr Q Storm flows, along the top of cut slopes. 10. Minimum building pad and drainage Swale slope shall be -.1% if cut or fill is less than 10', 2% if cut or fill is greater than v� 10'. Drainage swales shall be a minimum of 0.2' deep and be constructed it minimum of 2' from the top of cut or fill • % � s �� slopes 11. "No obstruction of flood plains or natural water courses shall be permitted." ►Y °a N N° ,.!� 2� : _ 12. All existing drainage courses on the project site must continue to function, especially during storm conditions. Protective measures and temporary drainage provisions must be used to protect adjoining properties during grading operations. 13. Finish grade shall be sloped away from all exterior walls at not less than 1/2" per foot for a minimum of 3'. 'Pep ,►A�t'/ \��� �� s 14. Cut and fill slopes equal to or greater than 3' in vertical height shall be planted with grass or ground cover to protect the / S/r6 \. , �.. ��"-.,� slope from erosion and instabilityin accordance with Ordinance No. 457 prior to final tion. �P�c, . P gng inspection. / Q p 15. EROSION CONTROL: All slopes required to be planted shall be provided with rosea ice plant(or equal) ground cover at --�.,r �a • -- 12" on center. Slopes exceeding 15' in vertical height shall be planted with: approved trees spaced not to exceed 20' on �'- r PRY r' , • f enter 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 longer •a a than 50 in Iength The irrigation system shall be provided with an appropriate backflow device per U.P.C., Chapter 10. 1fi. All grading shall be done in conformance with recommendations of the preli-minaty soils investigation byr. • ,� Cog �, / �/LpN� 54.iC S dated 'Ivo sets of the final co /� ® c9• ,. mpaction report shall be submitted pt; l: Cn y to the Building and Safety Department which shall include foundation design recommendations and certification that gradihg VICINITY MA P .� gyp' g• 1 Cj �� ... . has been done in conformance with the recommendations of the site investigation report. I7, If Stec sloping terrain occurs upon which fill is to be laced, it must be cleared,'keyed and benched into firm natural soil N T 5 j ft5 Q �� V /J S. P P 8 Po P QQ` �C g �r �p` for'full support. Preparation shall be approved by a suitably qualified and registered professional prior to placement of fill material. 18. All grading shall be done under the supervision of a competent soils engineer who shall certify that all fill has been properly Gj 0 •I �' , 1 placed and who shall submit a final compaction report for all fills over 1' deep. 19. Final compaction re will be required for all fills ter than '. 0�j► ` .r � �� �w..--.. �w - �p P�� r� gree x 3 20. A suitably qualified and registered professional shall submit to the Building and Safety t written certification of ' ell �tv � s h' completion of rough grading in accordance with the approved grading plan prior to requesting inspection and issuance of the 9.3 ? , building permit. Certification shall include line, grade, elevation and location of cut/fill slopes eFs ROUGH GRADING LF- CEND + Q lt)R a ° 21. A suitably qualified and registered professional shall submit certification of building pad elevation. Where specific elevations - 13 9 C ss o ' Q ta0� CrS � are required, the elevation (with respect to mean sea level) shall be given. If an elevation with respect to adjacent ground . r •:{ , , ' M1. •�' p MUT �C'q v ; surface is required, the actual distance above the adjacent ground shall be given. ................. ..... ...-.. PCUR-H t 9 to C F,9 �* M 1.` 22. A suitably qualified and registered professional shall submit to the Building and Safety Department written certification of 7: �'. O Q t l b C F5 n bio, complet;an of final grading in accordance with the approved plans for all grading designated as "engineered grayling". FL. .................... ... FL- 0 WL INE a�Fg t, a,�.�9 s cFg 23. The contractor shall notify the District Building and Safety Department at least 24 hours in advance requesting finish lot ti r g o CF 5 ,e� OCFS , grade and drainage inspection. This inspection must be approved prior to building permit fimal inspection for each lot. H. P HICH PD/NT to �� V 24. Contractor shall notify Underground S , •� �� fY g Service Alert, two days before you dig at 1-840-422133. G. B. GRA DL BREA K SHEET 2 PA D ......... .............:. . ..: - BLDG. PAD EL �_�A TION �► �- TRA C-, T 50UNDAR�- _ - .... - 4 ....-.--.... 1% M/N. EARTH SWALF;� T ---Y 51 40 y q ,� c C�. u fl �� 0• GOGAT48 -/ON �S PGA�I� 2 SLOPE P' *`� V� 38 2 ,r" -341, r 31B" � - � Ac UNrr _. p , w PLAN / f�L�9N. RAZ gAl .3 F;, �,`'S c L 1• ♦ SCA ' !! , + ' • \ E zo //V/, y "A 7oSECTIQIVtS • b _ .TBS., PPLICA TA ND /�/./..�w•� W CI-IA T ' : • . TRANS-PACIFIC CONSULTANTS INC . '. �. 27447 ENTERPRISE CIRCLE <W. � -�' ', 4- ' Q RTH WORK OUQ N T/ TIES TEMEC ULAN, CA. 92390 ti �� , a•� �� PH. 714676 - 7 P.L. .' EXCAY.4TIDN 7 CU. Y0166. 000w , S� - 2.I MAX. SHR//VftAGE �/7/) Z,327 CU YDS v - t C OPE O�a 74-0TA� ,av c.E rARas 6o/, OWNER - 'DEVELOPER - CONTRACTOR _ SOIL 5ENGINEER v� SENCHMARf ` DSS lT� N _ A/VKMEN T 2,900 CU PL. K HOVNAN IAN CO. HIGHLAND SOILS ; • -. I IC ELEVAT/ON. 1052.`514 DATE': 9- 1'. - 82 PL. 4180 LA JOLLA VILLAGE DR. �" 1832 S,. COMMERCENTER CIR. , STE A * � � t RIVERS/DE COUNTY DE`SIGN4,TION.,' T a-� r sTAMPED ON 2 e 112"" eRAss DISK /N CONCRE7`E C YL INDER. 3.4 MIL E S �SOUTHEASTERL Y ON H W Y. 79 FROM z SUITE- 450 LA JOLLA , CA. 92037 SAN BERNADINO, CA . 92408 `q � ' ' 1�oF `�� - �"'` THE /NTERSECT/ON OF MAIN STREET AND FRONT ST/QEET /N TE�(►rtCULA. , AT N? TOE 0 F [� PH. (714) 884-8828 CA SOUTHWEST..CORNER Of THE IAI R,S'ECTION SON HWY. 79 AND .MARGAR{TA, B 071997 �� I SLOPE PH. ( 90� ) 453- 5665 ,.ROAD. 109" SO[ITH DF THE STREET CENTER L/NE OF �IWY. 79. AT T�-IE r r _ O HEAST FENCE CORNER OF 6"'CHAIN LINK FENCE AROUND WELL SITE. 9' SOUTH AND 2• EAST OF NORTI�IEAST CE CORNER 'SET FIBER L A S fZN G _ ` - - T WrNkV .S POST I' •SOUTH/ OF A00NU0 NT. R� W FOR S 0 48 ONLY 3 RE UlS/O/VS Af'�'f��?✓f!-. fY Y w. _ � _ Trans-Pacific C ON S V LT A ,ir T S COUNTY OF R l VERS l DE FYP. 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