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HomeMy WebLinkAboutLot 7-19, 32-36 Percise Grading r .. . . . . _ . . - - _ k :. ,, ;. ... r ,. �i`grw.r.,r .. i4-1 '•, •r a,, 4•^ t r 1"r !!' T` r f• y ,; I I. - . ♦ 1. P. �, ° e d , - .. . - .. fi -: ♦ . ..Y , " • - _ a 1^ I //�� //�j, T /fir+ . F .. ~ •\ A ..L N V / ern 0. ry1. I 1. a r ' r '�' '� .j.. G" I. 1. ALL GRADM/G ShIALL.COh/FQRM TO T1•lE UNrORAI DUILDING VODC AA1tWDW .CH. M, ANIS AS`�;�i4it'lIIII�'D " 1-0-�-35.0'-�I � BY ORDINANCt No. 457 ' i . . , 35.a' Imo-35.0'-� . . . .: 2 ALL PROPERTY � ShO�tt.L BE' CLEARLY D LINEATED /N THE FIELD '. '`, . COMMENCEMENT OF ANY CONSTRUCTION/GRADING. w , �,' 14,x., a: ACT No . , O +� .3. 01rlRN►�GG RQUIGH ?AD�tIYG' QPER4T/UNCS AND PRK1R Tt� 7N & ` µ�* ,:' ' TEMPORARY �. i• R, ' LA P ECISE GRADING P N .. AlhAGE NYROL C3 PLAN 1 , w) PLAN 2 cv PLAN POND E ATER AND QAAW G TO D.�(A PROPE0 SHOULD B£ PROVIDED Tt3 P>�'E�+ElV3r .. '', .1 249980 , . 11� . , , ShGaLL . PHASE I , i ,, PROP. 2:i SLOPE CONTROLLED BY WATERIMC OR omER APPRDV�D MSS • - 4 DiJST i ' 1. �, ' iY�, L TR B / I . .-I'Ll"T:! i"i'. , N I . . WEEDS, DEBRIS, TOPSOIL AND OTHER DELETERIOU1. I ..* . 1. I ,- I .� . LOTS 7sv19p - I S.' NO KILL Sh6+ILL L9E" PY�4CED DN EXISTTNC 0?OUND UNTIL THE GROUND 41S 6fEEN CLEAl�E1� OF,­ :'' _V�,i�, . ., ` : I . I . . �­. 1.1 - I " . 1 . I . . I .. . '. I I 1�1' . . � . .� f, _� :, . .1 I .1 � I , . 1 . S MAIERG4L. . I . - I . . .. I � I . I . . -'!;.__ l5. AI&aXIMUM CUT AND FTt L SCdPE 2:f. '' , . . , All , ,-� 1 ti .• 7. J{IM��IL/7! CALVM1/V4 �I/TH A AA� or � � A, Lmr VrrL Ati�fJ ..�f �. i' r, ' T �" ,. _:• •~ SHALL BSE SUBMITTED BY A SOILS ENGI�E'ER Til T'I•lE' BWLDING AND SAFETY DE fI7GP w, w �" 1 �,, 1. "I" .. AND LL DP VER HOUSE PLAN DETAILS HEIGHT. .. . . . ' WALL PER SEPERATE PERMIT $. PA'DVIDE 5 WIDE BY r HIGlN BERM OR E"�'3L/IVALENT At 4Nd TTE.TOP OF ALL SILL 5Y�,O •. ., ,: . 5' , . , ; :. � HIGH - I 1. �' '. u. Fr. of �/4 �RavEL .�' .� PE 1 LIN. FT. OF WALL r 9. PAVWDE te=/ . I `A BROW DIT�'H, D!�"SIONED rO t�INDLE'' 100 YR O STRAW non Atli TdP 0�.� � * OPE..•.... S. �� Y � LEAVE HEADJOINT OPEN ONE COURSE a Gann£ �;, , • . , _�k ;..; . K06" . " 7;.. . _ b, ,�. 10. MINIMUM BUILDWO IV ANS Q�'Al+ht K C SWAtE &0f ShmL ar = lJ r'IF CUr CO $9L i•Lam, " �, . THAN 10, 2X IF CUT OR FXL' l5 GREATER TWN 1 D. DRAINAGE SWALES SMU BE A MOWN � �% ; "''` . o �; ; . 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' F*OM THE Top OF CUT OR FELL $LOPES .-1. �^w, o ''� 4 N C1TOW 0 0 -•.' ,, OMS` FLOOD PWNS OR I�GI f'[IRAL M►ATE'R 0 o OBST7PU GY')CIRS �fltL,,t Pf7R�fl`TE'1�► BOO cI 1. / vM COURSES /R,.r RVM4V MUNI. .' ,•. 12 ALL EXISTING ORA/ ON P T'SITE' CONT TN1JL�` 1'O f tlNCTN11, ��.;. w . ESPEC�GILLY DURING STORM CONDITIONS. PROTECTIVE MEASURES AND TEXlPORARY DRIU� � r� ,,, . "'t'..'. PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIC1. " . ( ?� I 13 fINfSH GRADE 5H�ILL 8 ` SLOPED AWAY fT�d1N ALL EXTERIOR WALLS AT NOT LL S T1tiG4N 1/ " ISP y, 1. �t . F ,. :.. FOOT FOR A MINIMUM OF 3'. � 1 '" ' . . . . - s, 14 tcAlvri�' OT LINE y. S £CTI ON B ren► vERT'rc Fr ►rALl, , k ': r . • cur AND FILL sLOP9E5 TiD AOR :1 R�ATl�R' '�'}civ . ' F.L. - WTH Grass OR GROUND COVER 7n PRO ECT' THE SLOPE FROM ERO" AND I�asT�r94 Y l�1 . . ACCORDANCE WITH ORDINANCE MU. 457 PRIOR TD FINAL GRADING /NSPECWN. r , ` NOTE: EXTf�A 'DEPTH FTG. REQ'D WHERE x�6" . 4 f - - .15. EROSION CONTROL: 'ALL SLOPES` RECOUIRED TO PUNTED SMU 8f` PRDIVIDED M56 . VARIES VARIES `S► N RETAIN/ WU-L' . I .,-j `' ICE PLANT ORE GROUND COVER AT 1 yV `^ �s ; , ­. �,,,�' ( aUAL) 2 DN CENTER. SLOPES EXCEEDING 15 IN VER I. w, ', ' 3.0' MIN. 2.0' MIN. I PE 71. a ," HEIGHT SMALL BE PLANTED WITH APPROVED, TREE`S SPACED NOT` TO EXCEED 20' ON CENTER OR e " 1 ,, - SHRUBS NOT TO EXCEED 1 D; OR A COMBIN4170M O F SHRUBS AND TREES NOT rO EXCEED 15' IAV _:' •/Z - h., • „ . I I 45K. . 1, PRORM ......... J,�� ADDITION TO A GRASS MIX OR GROUND COVER. SLOPES EXCEEDING 4 /N VERTICAL HEIGHT „ l •" SHALL BE' PROVIDED WffH AN /N--GROUND IRRIGATION T70N SYSTEM. OP X 6" MAIl;ll N. 4� 29 MIN PC 70 2 s SL ES L TO LE EGUA OR 5S TTIV . •* ( 1AU j 10 2 '' + _ 4 MAY BE IRRIGATED BY HOSE B/B LOCATED�AT THE 7'OP OR TOE DF THE SLOPE, SPACED TD w - rL' p �.. MAKE USE OF A HOSE NO LONGER THAN 50 IN LENGTH. THE' IRRIGATION SYS7ER SHALL BE . A �. . , . A:41 t - _ B PROVIDED WITH AN APPROPRIATE 84CKFLOW DEVICE PER U.P.C., CHAPTER 10. _. X2.0 Pf f2.f ,;, .. SECTION A-A �. �*�. sw ... ra ALL GRADING $K4U�8E DOME' IN C0N WIN RE TTOI�IS OF THE UPbtA1�'L) 7 t _-- -- . - - .. GEDTECHNlGAL SOILS REPORT BY LEIGHTON & ASS. INC.. - REP. No.,11990229-�71 L ITf ,w !o e w 6 ,� 1 'kA �"' Ch h NOV. 23,1999 TWO SET;S OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO ` '. .. ' . r,r,, Co 4• 63.85 6r�. �$ . ' THE BUILDING AND SAFETY DEPART7NENT WHICH SHALL INCLUDE FOUNDA770M DESIGN r �. 10 RECOMMENDATIONS AND CERTIFICATION FhAT GRADING HAS BEEN DONE /N CONFORMANCE 4 ' . 'o C4�°w� 'o- 1 PE 62.3 WITH THE RECOMMENDATIONS OF THE SITE INW577GA77ON REPORT.1. r' NkNeo. o 43 c„ 1� '� 17. IF STEEP'SLOPING TERRAIN OCCURS UPON/ WH/CM► FTL 1 CLOARED, � r tiV � -+.,o L 5 TiJ BE PLAC`En. I'T M1�157 BOE' `� / w �* 2.4' g-f e�%s KEYED AND BENCHED IlVTf7 FIRM NATURAL SOIL FOR FC/LL SUPPORT. PREPARATI7ON SHALL BE a M, �. '`'' . gra' �- 4 APPROVED BY A; S07AS Y OUALIFIED AND REGISTERED PROFESSIONAL PRIOR TO PLACEMENT . .11 • - `'' �. 33 # k .. OF FILL MATERIAL. .. 1. v; 'o, \ ant^ N i_ . ;. . �WI C. .7 t � o. - r8. AcL GRADrNc SHALL BE` D� UNDER i� Su VN &'A, ENG 1. SYfILS INFER` Whlb • •w •d 1• _R] `M SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND WHO SAW-. SUBMIT A RM4L . .� a \ 1► 1 65 0 �, COMPACTION REPORT FOR ALL FILLS OVER 1' DEEP. , 1. 1 . ,, �'..' CURB 8 s\G C? ��`''' �"'CA E 0- r ?�t• PIE 61.d 19. FINAL COMPACTION REPORT WILL BE REQUIRED FUR ALE FILLS Gl�'F4" 11�#- T" y' � - f , gO V� 9.5 4 SO "* 1. I a �, R/W n,.ti cy �- W"ob o 5' N .- r9 2D. A SUITABLY G7L4�'D AND REGI Stl6�i/ d T BU/LDdVI A �" S"'IERED PROFESSKA AL 9 44L T r � 141 �, r # i 7JV 0 9 Z o SAFE'7Y,DEPARTMENT WI#ITILW CERTIFICATION OF COMPLETION DF ROUGH GOADING IN p � 1 , �; N ar+ �o i. ! �o ACCORDANCE Wl17H THE APPROVED GRADING PLAN PRIOR TO REQUEST7IVG /NSPECT7QN AMID a:rc . \ ,r, tea. •��,, p ISSUANCE OF THE BUILD/NG PERMIT: -CERTIFICATION SMALL INCLUDE LINE, GRADE; ELEVATl01V, ■ ON , . h �, - 0 .s - AND LOCATION OF CUT/FILL SLOPES . 2, _, GLt . .. 63-19 o- O 'Co `' ^ '4 21. A SUITABLY QUALIFIED AND REGISTERED PROFESSIONAL SFIAtt SUl/T CERTIFTc4TTON !1F , F.L. TO P.L. 44 A/N/NG WALL � PRgININO r � r � ` ( .: 9 IS T1'P. g r- o �`' •T O RETA/NTNGG 11r. 9k �� 3 BUILDING PAD ELEYA770N. WHERE SPEC/FlC ELEVATIONS ARE REQUIRED THE ELEVATION ii�`T'Hu , SFIDwN �' MIN n 9' .�9 / RESPECT TO MEAN SEA LEVEL) ShbALL BE GIVEN. lF AN ,ELEVAT/DN WITH RESPECT TO ADUACLWT " QED ERWISE A A rn ,,.-, O -�' - 1.�� 6 •1+% % GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE AD,44CENT GROUND SHALL • ' qoro w Tpi _ �`° ` / BE GIVEN. .. .. 1. ,. • 9 . PAD ELEV. , • o &. ,� 75 L �p r,/ 22. A SUITABLY QUALJFIED AMd REGISTERED PR6rES9&AAL SMALL; SUBVN/T 7o nyr B`wamw" .- - H.P. f 0.3' 2 �� SAFETY DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF FINAL GAIiA[1+ING /N y 0• * ACCORDANCE WITH THE APPROVED PLANS FOR ALL GRADING DESIGNATED AS "ENG/NEMED - •o 040 o d 4 0 GRADING." t w� o °� L t T e� N L 0 •ti9 �d .� ; !, .. . r 1� ,�. . 95 4.31 0 .ti9 9 'y / 11 23. TT�1E CONTRAG"TdIR sF�4Lt N4OTIFY` TTNA' DISTI4I+Cr Lit!/t DING rdNO� SA11"TY LOEPAI4 IENr M�5'lT7E`N , y 2 �1 D ` ' o p a %. . ac .L • ,S \ 8� '0 i�,, / CER7IF/CATION OF COMPLETION OF FINAL GRADING IN ACCORDANCE WITH THE APPROVED , . . , O p 3� � - PLANS FOR ALL GRADING DESIGNATED AS "ENGINEERED GRADING." �^ . . r � .z 1. •� b •Cdr's '� \ � .1 .0-� 0.5 a a 1--8D0-277-260a y I . I I . I . . . $ 1 . .. . 0 kA , ° .. ► ° s • '� d � 4g / / ,f EARTNW0RKM ", 1. L .�" f•sg 3d Ir•S9 L �, / R4If CUT: 375 C.}` RAW RLL:375 C,Y, w , r ° - s� -�e's9 z ,o' �� / A , .. f. ALGAL. LOT DRA/NAGS o ft 's svrL s N + NEER . " :, t' ° �, ,� 0 0 L SOILS ENGINEER :s4, r _ LEIGHTON AND ASSOCIATE`S a �" . � , . 1d 41715 ENTERPRISE IRC . E C LE ISI. 103' , 43 . r ¢4 , . 4 . TEMECULA CA. 925,90-5661 , i. •36 � q . 4 (909) 676--5123 . , . k 86 4s � . • . . r . LIFEIRN S ' BEAZER HOMES OF .SOUTHERN CA IANTY . 1140 TC1 WN AND COUNTRY 1 yR� jPAtTMENT CY�F �_ w ", 0 t. G & SAFETY' • �' 6' HIGH WOOD FENCE RANGE ,CA. 92668 - . ..�14--285-2900I. APPROVED .' V,. 4 - - DAt 1 . . 5.Q` TO P.L. + - Ap�"f,of those'Waft thaft rat w emstrue to tis LaT 3S1. � ro. or an• ot,any Vwstton of f1py,. at the prevlsfens Of Lha Arte or county taws. Tri r s ._ - 4.o TO F.o.W. - ` sst of rMaA�rnu*t tar ksAt srr t j11b nntH cempleHgn... 'y �" , . " ti ,, • " .. .'a. ., , �. . 1 I ., .. '� ` I .1 . Lor 35 LEGAL DESCR� lP' Tr0N . . � � Lors 7-r�, 32--3 TRAcr 28980 - OMIT HEAD JOINTS nV ., ,� FIRST COURSE FOR ORAINAG 4 . 87 MAP BOOK 291, PAGES 84-- - Al P . d " H E DN P.L. RIVERSIDE COUN1'1' CA . . 6 EL :11 " I . . � - • /yam - ! - , .. , " ., : ,*i . .. ". . LOT 35 ATTAINING WALL DETAIL / �i /� �" • NOT rO SCALE T.C. = TOP OF CURB ,_ :. � ;w DAYLIGHT MINE• �N. . T.B. TAP OF EARTH! BERM BLOCK WALL. � J , . . " :, G.B. VERTICAL GRADE BREAK RETAINING �WAd x k .� " p . l3ENCf'lhrlA Rf� L. , y ,�, E.P.PDGE OF PAVEMENT WROUGHT ^ . EHT IRON Q . . RNfRsIDE CouNrY DESIGNAnom. T--2-81 STAMPED ON 2B'r/2" BR4S,S F.L. 'm DRAI NAGE FLOW LINE, ..- , . WOODEN FENCE ... . . - DISK /N CONCRETE CYLINDER 3.4 MILES SOUTHEASTERN ON hW.. 79 ,� ft-• ,, „ _.', , *� � r.S. � FINISH SURFACE: �c CHAIN L�IIC FENCE "��� ',t r F"RDM THE INTERSECTION OF U41N STREET AND FRONT STREET IN TEME'CU1A: '� k � A C. CONC. PAD `� n AT SOUTHWEST CORNER OF THE /NTERSEC770N ON HWY. 79 AND MARGARITR f:F. BUILDING FINISH FLUO1? .n, , 0 4D B4 )2Q �.� 4 . . PA 40 4 . 109' SOUTH OF THE STREET CENTERLINE OF HWY. 79. AT THE .L. CENTER LINE , „ �y ., � RC�4D C 4 NORTHEAST FENCE CORNER OF 6' CHAIN LINK FENCE AROUNC WELL SITE P.I. VERT. INTERSECTION POINT: r r r E`Xt'ENDE-b I+"C�(7TIN�G d ,y * * WITNESS POST 1' SOUTH OF MONUMENT.. F G. = FINISH GROUND - x.x � �XTL�NDIED F0017NO DEPTH'; rfwclt I I CIVh- ,4 P.E. (XX.X) - EXI STING PAD ELEV'r , r rf OFC��FC�` Scale r = 4D F.O.W. .FACE DF WALL r I -. / ; • ' a � �� �� BENCHMARK : ADD RETAINING WALL T5 3 s/rte An a s .�� �� CDU TY OF RIVERSIDE P R s G R A o i N c , N .. I. . . I 11 � � DIG ERT SEE ABOVE RIGHT . , , � . 11 ...,'. . . I . --------- '. __ � I— . . I I . . L--) . , DEPARTMENT Df` BUILD/NG & SAFETY - r ' I II I Ca TaLzI .I I II - - , - 1�1­ TRACT N . 289�� ,, RU e N a ` R APPROVED 19 ` r . C.. . I . . , - IV I .. /� A PHASE t ' 1. . C/YIL ENGI EER/NG OUR EYIN PL ANN/NG LO1'5 ?--19f 32-•.36 , ` N.�.s. 10ow 082o R r LTR m �sI E. CA a25o4 . I . V. R o 4,r . r TEL:: I va �► r g see-os� G !� D ,'wr A . 22? Z�00► �,, E E V A T f 0 N t ' r,M►►� By: 10 - PRE'' ARE FAR: BEAZER HOMES ' r -� t�I7�M1 t1 �i+ a� 1052.514 o rf : F.K of wm er : F.K. cwcwm sy C.L. HORIZ. SCALE . 1� = 40' VERT. SCALE : NIA SHEET' ,.QF ' 1 Pro roR�rlNo U�ra BEFORE Toa Die � 53 D���� -- -�-•• � �-� ; IL .. A.y . . I . . 11 D rfl ex (f,o '1;��",e 'o L I. • i. V ii* I a.. - , r 0 ., .. .