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HomeMy WebLinkAboutTract Map 21820 Lot 18 Precise GradingWADING NOTES 1. All grading shall conform to the Uniform Building Code, Chapter 70, as amended by Ordinance 457. 2, Minimum building pad and drainage Swale stops shall be me 11%. Drainage swales shall be a minimum of 0.2' deep and be constructed a minimum of 2' from the to of cut or fill slopes. r p p i 3. Maximum cut and till slope � 2:1, 4. Provide 5' wide by 1' high berm or equivalent along the top of all till slopes over 5' high. 5. All grading shall be done under the supervision of a competent soils engineer who shall certify that all fill has been properly placed and who shall submit a final compaction report for all fills over 1' deep. 6. A registered Civil Engineer shall submit to the City of Temecula's Engineering Department written certification of completion of rough grading in accordance with the approved grading plan prior to Issuance of the building permit. Certification shall be to line, grade, elevation and location of cut till slopes. 7. provide a brow ditch, designed to handle 100yr 0 Storm flows, along top of. cut slopes. 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 preliminar soils nvestigation byC041 /L5!*0. Cact4r 2Q dated 2•fig. Two sets of the final compaction report shall be submitted to the Engineering Department which shall include foundation design recommendations and certification that grading has been done in conformance with the recommendations of the preliminary soils report. 10, The contractor shall notify the Engineering Department at lease 24 hours in advanco 'toque sting finish lot grade and drainage Inspection. This inspection must be approved prior to building permit final inspection for each lot. Phone: ( 114) 694-6400 1 , .�. Y a RANCHO �a a CALIFORN] 28_ 1 Y VIA AL VIA ►{EDA . � . 1 CALAMAY ` Wr rr�C�r ` ref •' � '-7[fil+ `� 1 VI11KRi {I � � l.M►w MICR/ pr�jR� 9 1 V� 20 Lb �'y9 � 197 GR. n � a4 � �. •ff � �',: 3" .. :NAC AI' �`:� .;«i - �8'.1NG 94�r7 � rkri': 1D"iK:»'fit �6i0l � Au o°,��'SCF`['"d+n>w�`/r.�..,T:a��..�,!{"�i'h'�'�''�'1n w,�.�'F:•p�`id`r"�" 4, �l'� a�A� r +6" , EF �""� :w"s"i$k X awn MT W, r 9 1 V� 20 Lb �'y9 � 197 GR. n � a4 � �. •ff � �',: 3" .. :NAC AI' �`:� .;«i - �8'.1NG 94�r7 � rkri': 1D"iK:»'fit �6i0l � Au o°,��'SCF`['"d+n>w�`/r.�..,T:a��..�,!{"�i'h'�'�''�'1n w,�.�'F:•p�`id`r"�" 4, �l'� a�A� r +6" , EF �""� :w"s"i$k X awn