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HomeMy WebLinkAboutLot 1-56, 67-99, 111-182 Precise Grading NINE M PRECISE GRA DING PL A N GENERAL NOTES . I VEA ICOUNTK. CA � IFORIVIA I. Aff$rating wall coror�to Vie'Uniforii'DaUding Code, Chapter 70, as amended by Ordiw=No. 457. 2. All property corners abed be clearly delineated in the field prior to commencement of any` `I tructionlgrading. 3. During rough grading vpetations and prior to construction of permanent drainage strut draiWe control �° should be provided to prevent ponding water and damage to adjacent properties.ID „ 926- 170- 005 4. Dust&hall be controlled by watering or other approved methods. . S. No fill shall be placed on existing ground until the ground has been cleared of weeds, debri, topsoil-aa�d other,'delctGxioori 6. Maxum Crit mad fill d = 2:1. 7. Stability calculations with a factor of safety of at bast one and i ve tenth(1.5) shy be submitted by a Soils Engineer to the Building and Safety Departinent for cut and fill slopes over 30' III vertical height. S. Provide 5' 'wide-by'1' high beitd or egdVaIent-aionfg the top-of alt-fiil�-dopes©ver 5' high. 9.. Provide a brow c>rtch, designed to handle 100yr Q Storm flows, along the tap of cut elopes. 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 thin 10 . Drainage swales shall be a minunum of 0.2' deep and be constructed a minimum of 2' from the top of cut or fill j SC J L E: !" =Zoo, slopes. 11. 'No obstruction of flood plains or natural writer caresses shall be permitted." 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. �1eN '� �L �` ` (' �� I 13. Finish a shalt be sic awn from a1! exterior walla at not less than I/2" r foot for almum of 3'. v _ ,f. H J J ... E S P� Y Pe r- �_97011 ,tAnu' �`r � / (j,' 14. Litt and fill slopes equal to or greater than 3' in vertical height shall be planted with grass or ground cover to protect the ,r- E ,�►/ ���P-��y �ti`` 2'� Af 1ti slope from erosion and instability in accordance with Ordinance No. 457 prior to final grading inspection. �QPc' r ,� 15. EROSION CONTROL.: All slopes required to be planted shall.be provided with rosea ice plant(or equal) ground cover at �- �,,��,•-f ��� �� 12' on center. Slopes exceeding 15' in vertical height shall be planted with approved trees spaced not to exceed 20' an RXy ��`' Zro f, -'O r� center or shrubs not to exceed 10', or a combination of shrubs and trors 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 irrigates!by hose bib located at the top or toe of the slope, spaced to make va of a hose no longer 1d �P �� �,, ar ,� ,� ' dj than 50 in length. The irrigation system shall be provided with an appropriate backflow device per U.P.C., Chapter 10. '(� {t,�• ��' 16. All grading shall be done in conform ahce with rr�mantudations of the preliminary soils investigation by o �? `� •U 5� t G f l' 1. dated NOV /7 Two sets of the final compaction report shall be submitted 5� A� to the Building and Safety Department which shall include foundation design recommendations and certification that graftg cs' 1� s .,� '� "`' Ate► '�°� *y N has been done in conformance with the reconxmendations of the site investigation report. VICINITYAfA P \ L 0 �- ''� L V. If steepsloping terrain occurs upon which fill is to be placed, it must be cleared'keyed and benched into firm natural soil PPo rep approved Y 4 S P P P N T 5 � � ,� for Pulsupport.p rt. P erasion shill be roved b a suitably qualified and registered professional nor to placement of fill G v A Material. x "` '` _T'1 18. All grading shall be done under the supervision of a coarpetcnt soil Asngsneer who shall certify that all fill has been properly , placed and who shall submit a final compaction report for allfills over 1' deep. 19. Final compaction report will be required for Al fills greater than 1'. 10 20. A suitably qualified and registered professional shall submit to the Building and Safety t written certification of +� �� completion of rough grading in accordance with the approved grading plan prior to requesting inspection and issuance of the �- �� Com, .1 ► 1rs ,� building permit. Certification shall include line, grade, elevation and location of cut/fill slopes. ROUGH GRAD/NG �FGLLWD �''j� j► �1 " ��'�,► 21. A tuita6l qualified and registered professional shall submit r�rtification of building elevation. ''Wher+e specific elevations Y 9 F e P ► -A Or �� � are required, the elevation (with respect to mean sea level) d 11 be given. If an elevation with respect to adjacent ground surface is , the actual distance above the adjacent and shall be given. { 1'� �' �1� a, 22. A suitably qualified and registered professional shall submit to the Building and Safety Department written certification of ,1 • C. 70P OF CUAILlY \ > >> coy letion of f al radia in accordance with the approved plans for all designated as 'engineered grading'. .l sP grading PF P S�nB S� Sm S $ '1" 1*� 23. The contractor shall notify the District Building sad Safety Department at least 24 hours in advance requesting finish lot lt FL . ........................................... fLOWLI E r�� \ .�, grade and drainage imperil This inspection must be approved prior to building permit final inspection for each lot. . �` 1 �' '�'� ''� 24. Contractor shill notify Underground Service Alert, two days before you dig at 1�-800-422-4133. � HP. .......................... HIGH POINT \ o �, -�' •, >>� c,7. ,s. ........... .......... .......... GRA D� HREA K 9 \ `" A. "' z PAD BI D6. PAD [LfVA TION y 1s TRA C T BOUNDAR y ' • � �� � ��► 'fir �D--'► � �� �' .......................... 7 MIN. EARTH 5141WE tr C> 2: 1 l SLOPE" �, ( � •z© ���� rn rr �? tri FIR9P�C5 Jr 34 ti► AC Cl�rr �. h h h f C [t�1 rT if IlAllr PLAN / RA* 2. Al-AN3 n / L ,A APPLICANT W r /A -TRANS-PACIFIC CONSULTANTS INC . HECEIVED 27447 ENTERPRISE CIRCLE W. RIVERSIDE couNTY a PERMIT ASSISTANCE CENTER ARTH WORK QUAN I l TEMEC ULA CA. 92390 '.- PH. (714) 676 -7000 P.L. EXCA►/R T/D/V T CU. YDS. OCT S 0 1997 2:1 MAX. SHR1A11<466 �/7/) 2,32 7 CU. YDS. J ego/ SLOPE WNER DEVELOP R CONTRACTOR SOILS NG I NE R r f DES'67RI,�'TION �. ---- EN SMA ,/t RIVERSIDE , ���`�a• �'1' . \ TDTAL aV LSE YARDS �O/, U. YD.S: f11%1KA 1 EN T �,9�d CU Y 1 PL HIGHLAND SOILS �' r. 4 , z_ K K . HOVNAN IAN CO. � '�`D � REVATION 1052.514 DA T4 -9 I. 5. " y Rl Vf`RSIDE' COUNTY Df SIGNA TION. T-2-91 STAMPf D ON � cPtr 1, 2 Bf�Q 5: PL.. 4180 LA JOLLA VILLAGE DR. I� 3 2 S . COMM ERCENTER CIR. , STE A � �.,� � l K IN coNCRE.7"E CYLINDER. �-� MiLEs sour�IEASTER,,y �I�� flwy. 79 .��,�. _ AN BEFtNADINO CA . 92408 . 12-31-ss D S FR NT T SUITE 4 5 0 , LA JOLLAJ OL L A , CA. 92 0 37 * THE.. /NTE-R.SECTION OF MANN STREET AND O S REST IN TFMF�.O� TOE of PH. (714) 8 84_8 828 �,. ���„ ��,* SOLITHWEST CORNER OF THE /NTERSECTION ON Hwy. 79 AND MARC'ARI'A Q` PH. ( 909) 453-- 5665 9 T , I SLO PE �c OF CAL�FpQ� ROAD. 109 SOCA TH OF THE STREET CENTER L lNE OF HWY. 79- A HE 1 ~' NORTHF AST FENCE' CORNER OF 6' CHAIN LINK FENCE AROUND WELL 5''0 9' SO(1>W ANO 2' EAST OF NORTHEAST FENCE CORNSR. SET W/TNE5'S POST 1 ' SOUTH OF MONUMENT, R� w � - 49 REliISIONS - Af'P�4'()Vf�:> RrJrans-Pacifi' C C o N s i t A M T $ COUNTY OF RIVERSCHF1NG#C7 L.40R r/4/\l 0)= f'L-R�t/ R.0. Grid�T: Y d ' ' �x•a� TYP. LOT GRAD/Ale CURB -- ..�..,--.. _ � RE c.i_ E;4'f L � ,ti1� ENc.��,f E,4' v. 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Underground Service Alert OWNER REVISIONS SEAL: MiNTY __7: ­-- 0 ­r I . I SE-All : I I - � . 1p� . 1. I . . . . 41, _ -mms-_- �-r?6F u� PREPARED 8 Y.- I- , :j . I L . �� . -I . . 11 I - I ':�!..,_- I 1 4 . . .' '' . ".". I . . � I < .1� .- 1* . I L � *1 . I . I !2�--.jg4�P,nS--/-O,f-�:/­".OP-7-�--, I I __ -,,1111r - . I . . I tt 14 'I', I .rV_;I ' - . - F . -1 SCALE E . - � - I C'OU N TY OF RIVERSIDE I I %S - ;��C\�� H_ _0kV141_ ,�JS_Ae�Vo�4r_ e5 . , . . . I . . . 'HE CIVIL FNCiNLIERING NO. 48060 1 . . . . I I L . . .. , . 4,!10.!"-, i ,� 'A . . . . -----------,------- --_­ I C_�t . -� I AEr,ISTt. Horizontal . . . . 2AI- , I . . . I ___Or " ��41 1 Coll: TOLL FREE . . . . , RICHARD L. YALDEZ r, , . . - - . . I I I ____ , "I .. i . . . . I Q.) I . . . . j ,, ., ,,-.J� .. . . I I . . --I---- f"" I I . . . , ,,�, . . I 1, . V, %",.4 . . ---,----- ____-�__ ____--.-_-_ �" . . . . I 40,�­, 4 . . . MI -0 ____ . . 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