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Tract Map 31946 Lot 14-76 Precise Grading
H WY 79 PROJEC SITE EEL GINDIM0 MO_rjff� LEGEMD 6's M IN. 1 . ALL GRADING AND RELATED ACTIVITIES SHALL CONFORM TO THE GRADING, EROSION TOP OF CURB 0000-00 MUDSILL & SEDIMENT CONTROL ORDINANCE NO. 04-04, AND IF APPLICABLE, TO THE STATE TC IN GARAGE AREAS WATER RESOURCES CONTROL BOARD NPDES GENERAL PERMIT FOR CONSTRUCTION SILL IS 6 to MIN VICIMiTY MAP FLOW LINE FL GARAGE FLOOR ACTIVITIES. ABOVE GARAGE NOT TO SCALE 2. BUILDING PAD AND DRAINAGE SWALE SLOPES SHALL BE A MINIMUM OF 1%. HIGH POINT HP FLOOR SLAB DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A FINISHED GRADE FG MINIMUM OF 2' AWAY FROM THE TOP OF GRADED SLOPES. FINISH GRADE SHALL SLOPE AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/4 it PER FOOT FOR FINISHED SURFACE FS GAiMGE DETAIL A MINIMUM OF 3 FEET. TOP OF GRATE TG 3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2-61 . TOP OF FOOTING TF uff 103 12 MIN. ABOVE PAD ELEV. HIGH POINT 4. PROVIDE, AS APPLICABLE, CONCRETE BROW DITCHES DESIGNED TO CONVEY 100-YEAR A TW �'T P/L�y,i 5 TS A z 7.5'TYP. 7.5'PP. ....... c\j (DOT C VARI SC VAR I E VARi s*** B (cwT B S . ..... VAR I ES NOTIT) N01M) SECTIOM AwA PAD PAD , C— e_ FF FF z I i I All SLOPE z z 00 IPI P/L V)z 00 VARI ES 0'N. A 00 1 O't 3' M I UNIT T RI W 777777" MIN. R 6" MIN.FG INV I, "PICAL SIDE YARD DRAIMAGE :B DW 181 MIN TO G MIN TO BUILDING. WHERE MIN. 12" 6" MIN. GE I z x xi, 7 21% MAX. LE, , DROP SECTION CmC o.x' w a 77 OWL -ma-0 78 E go BLACK NVM DRM 79 13 0- L 03 82 81 go VA VA 6" MIN.91 6') MIN.12 w 0 1 .0 1 3' MIN. 0 z On=" V) b- MIN. MIN. MUDSILL 2 FG CD FL 10 9 FL 3 6 7 8 a-moon 4 5 0 f 12 MIN@ 12 MIN. < x 02 03 94 ED ON 00 < PLANS 60# TYP.�*MEN& a moo 8~4" 2-6 1 MAX. MIN. 100 0 100 200 300 DEVELOPER OWNER SCALE: 1 "-100 ' SECTIOM DjwD SECTIOM BoB Qo TELo- (951 ) 272-9000 FAX: (951 372-9504 ANRYARIM BASIS OF GIs 4P 12'" WIDE E30RDER MIN. W1 1/4"' GROOVE 40's 38, AS SORS PARCEL MUMBERso "TRAK"' AND "S103)s /4" O.c. 38 owl C3 00-% I 00 , 0 CF "I- PP __v_ 110 0 CF tf)eq Qo *V_6 CF 00 60 CIF LEGAL DESCRIP710M R/I W� �o moo 0 d� Lo Lo >_ 0 __j :�i Lm_ __j < ,SHEET INDEX LL_ 1, 2 HAMOICAP ACCESS RAMP TYPICAL FOO PRINT z , 6, SCALE.- 1 40# Lu U) u Lu 3 f ILI MOTICE TO THE CONTRAw R CONSTRUCTION NOTES QUANTITY UNITS 370 L.F.P-V-C. SCHEDULE 40 485 L.F. flf 4 22 EA. 0 PLANNING DESIGN CONSTRUCTION .1� > 2 EA. __j 40810 COUNTY CENTER DRIVE l5ol33 S.F. z TEMECULA CAUFORNIA 92591-4679 SHEET 1 4 EA. < C E3 N S U LTI N E3 951.676.8042 w FAX 961.676.7240 www.RBF.com L. ......CONSTRUCTION RECORD REVISIONS DATE ACCID DESIGNED BY DRAWN BY CHECKED BY SCALE Zr,.e- LD06473GR RECOMMENDED BY: DATE: LIC WORKS A 2h" BRASS DISK IN CON. CYLINDER, 1 MILE SOUTH SR MPB MAT CITY ul'F TEmamECULA OF TEMECULA. STAMPED 600-6-81 (RESET) DATED e�w A 9-13-82 W1 ELE 997.621, ESTABLISHED BY RIVERSIDE COUNTY SURVEY DATED APRIL 6, 1981 (SET). INSIDE rn ACCEPTED BY: DATE: -1W-07 PRECISE GRADING PLAN Ln FREEWAY F THE INT. OF HW AS NOTED uj No,43090 r"79 AND INTERSTATE 15E, 306 W OF OVERPASS BRIDGE, cwo Exp. /31/08 DATE: 0_7 DANIEL YORK TRACT NO. 31946 < 87.9' SE OF BEGINNING OF 6' FREEWAY R/W FENCE, 2' M I dHAELO. TYLM CITY ENGINEER/DEPUTY DIRECTOR OF PUBLIC WOWS R/W FENCE, 75.4' S OF LIGHT POLE. el V 1\0 < PHASES 3w 6 R.C.E. NO. 4,3090 EXPIRES: 43212 EXPIRES: 3-31--08 N/A OF CKV- TITLE SHEET CITY OF TEMECULA A, tj 11 Mimi I Im m ft SINGLE FAMILY PHA..% E.e._% 3 6 PRECISE GRADING PLAN ~ ~ ~ •rby � 1 wY ...,,,,,...W...` . ►"'..«--^^'..-.._.., .._ r _ .r .._ _mow-- -� 1+.,y" ' "r•'..r w.. "i. r` . I �w yiy ..ter„.,, ,,,,,+".".....,„.,,,,- w...r r„r„mr w...:.•.J r/'".r• a,..'." w^^' ' � `^`w--... ,.,., 11 *mokwn "ftwom WO_01P lawkwo -.-.. .x ""'. -,.�•~ tie",.- ......, `"" --...„,. , . 4 lop oo-III0 ....,. / �= --i�---. .• ---- BLOrK WALL PER LAND I._. __ .,. jI AR( f, PLAN (TYP) _moo, 46 p- ti 1 ,j ___-rte, I rl_ _o. •0 LOT LINE 3 ---- -- - � �• 9 2 � / . --All - i /•'' i / '� • 2 �. 59, 0' 1' FG 1.0% 1.0% s 29.9 FG o 5 . `3 �. -�- -�- 31.4 FG 4 � C3 FG .. ,ri in 54. 1T02 31.6 FL � 31.3 , v, 1 31'6 / r,. - - FL/1-Ip FG `-�-�-' -� •6 •9 1 31. 57. 31.0 - / 29.7 c� - •OX ,�.FG-- -- ._._. 0 30.7 ...-., ..- FG EO' ...- �.., Fl- a FL FL NP ,�: ' 1.0 ..�.. - r FL HP FG FG �' FL/HP FG FG FL�ViP v, ° u, w � 31.2 . ti �o _ 1.aX N �.. ----• �- • = - - --- `ui�. _ 1.a _ - r� 31.0 cr 5 1 • -- ---: - -. �- " ? c 29.9 1.0% ;n .0 30.3 _ 1 09� - 1.0� - 1.0 - x 14• 1 1 •0� FL 92 C� • 1 / .�s. • �- _29.3 . 30.o a � N; FL `� r z 30. 2x _ r 650 ' ... f CK / a .� ---- I 29.6 . �.., r- 30.6 y r- .--- 15 r 31 I V � 10 •87 \ FAULT SETB� � _ � � ---- FL FL [ �„ F �- N � � � FL � � 12.66 "' '� FL 10.53 14.59 ---- 1 1� • w 5'I FF a 1430.971 I I 5'I 5' I , cW�'' " ani Q s > > , _.- •--- --• / FF 1030.37 � � - I I W ► 6 ' 2 .30 r..I, 4 f'*"• � FTr' � 1031.57 I I ,,,, A � !� - • r D. �' d1. .� [7 -y "� PEE 1030.90 � FF = 1031.87 A. 5 _ , FFA 1 20 I � 1431.27 � I 1 � . � � � EfH / o 'gid 1 1 G r .� 30 29 !. � � I � k I t f i I a N I IFL00 I $ FL30. 29.0 FL I F I(` '... ' I I ...-I --� ...� L - S . t / Q ( r� f I 30. 3F1- t 30 8FLloss 1 / o � � , oma- _ � . 29 r 3F 5FL GF 1 3QCD GF 1030. 30 0 � © - -- 30•g3F1.. it f FL G8 �t c ;n o ! - 28. 9.7FI. 1 6 1 y �� .5 5 � 4 1 ,1 g l � GF � 1030.9 � -�' w ?.9b ca=w cr `.'' ...: O. I ► w � //� c�'i 1 I I cn F 30 V • iw -•it g. ' I `1 .....r ti•# .� I , - „• 1• 1 p � ZI L G8 FG ,�, � /G8 4 29.3 � �, ,,.,,.- v �• 29.8 � � r- I� .� a FG 8.8 w ,... 29.9 G �.. 1.26 , 29. � 3 M w FL/GB 4 .(� 34.3 � • > o a� FL GB 5 FL GI3 5 u `c 30.41 ,. •. --- 4 o. .�'" ?� FG ,,; �wr 5 w FL (;S ., 9 FG w , � •p► � ,� J, � � 29.5 30 r 63 a� •-- r 9 � W � FS u, N L .� •2� 29.4 30-86 30.0 30.10 cv N�, �., �' 4 FG 4 � � � FL GB FG � �n °� aA � r: � GB '� o$ , � """" • �, �. cn M FL G8 cv r © FG FL v,.. � FS ,,,.... / �. ..- 1,08 3 . 44.51 •-- 4 � � 12 T � � � �?y 1i �. -- �2•I • ' • r ,�... .w.�.. .�.r. •� r ' °' •� `� �' a 57. 7 29.27 6T.1 a 7• _.., - .. . � F � S � , 9.84TC 30 pgTC 2 .93YC / l `� ICS UA T2 ' 28.48TC 2 .4 .�- 9. 1 Y �- 29.52TC ;�. 29.38FL •5 34 / • 2 2 • + 28.75FL / •o h �, ? '� `Z -� �._ 4 o 29.06FL n A� p CF 51 4 0 ��. co ..� 6 r ....cam►a ', ,_ 1F r # +. > �t ? _ -0-j + + p a 4 a, a■r ST B E E V-1 1 LOT LINE-----,--,, , •,� ' INTER ECT I ON .93Tc D 1 29 S � .__. 0.51� p CF 29.47F d"' �,14TC 28,52TC 28.75T -� � 18+56,91 q MANGROVE DR. 29.41 FL 34.00 G--- TC w Un / •' / �" •p �, 29':T 1 Tom`__g WATER =3�1~ 9. tMWMRY_TRF_FWLN 29.84TC 2 .50E ,. ., Oz 6 �? 2 .6 1 Fs -•-. 73 22 2 ,WL. n, / , .� �, 29.�3Tw 8Fs 31.18FL 2 ti o _ . 0 0 30.0 32• z. 31 IFL um '� > h ? ,� Ob / ry 0 23.38 --• .... - -- -- - -- _ - 2 .90I V �,, -- FG / �, •D�. -- , s w 62 `.' _ - -- -�' 3o.00Fs --1 - _ - 1 80 70 ..... ..... �•xA •� 1.0� 0 / g ti • �\ •�j` �\�p xQ�► .A yf.r r 9V • N -� _ ,�+ �, i---� � �' .4FG '! > 31 10 6 � - N c 10 cn frV \� `ti t� •,�'• �,,^' w ?�, 34.6FL _ _,_, 10 / •. --• "� 30.1 >> 30.43FL _ 30.64 r1 r I. -� o L FL G8 _.. w 15 c.� FS -. 2.09 I r 30.9 cv M.4F # . ' a .-- ...,. . . ---- / '�► > ° �- w w - 2� `�• MINr '` ,.• 4 ry S `; �, -� r� o -- � o p 30.96 • vc.1 9.57 ry FS ti o C" I 7. w ty ? > . -,� �. °r°1, 1 { rM�► tip 40 oL, 00 cr) / •? ._ >� .� ^� `� . .�, ,. 7.5 _ 17+89.12 MIN. 1 CA q 2 N D / � O . �- � .�r- �.,.. Y 29.96 , I, 5 � ,.. �. W 10 >p. .t ? �" - 10 D u 2.D9I 0 1 4 10 10 -�- v FS ' 10.- ?-�' / �`�� `�•, > � ' � �` v 0 � I �� ------,.-- W 17+ .82_ 6.18 -� 'D-� ---> r /°' ' •S� r '9 2.0�M a .75ry; 29.92 -- -8 6 `�" �. , ---- • y �f $ Y1_4 VC 17 I� ,r >. MIN•L, ,.., FS ,,, Q - 1wY �, 8 --h, oo J ; -- - _ 1,0� U: 7 �> S � � �S ? � �� $ 1Q '� � .3' 29.9 $ � � w �' �/ -� -p" � 1 a� �' 2.t3F �-►, �i D, ' 14-• 9.98 `' W 1 Fs `� a' 4 D • i r 15.09 1$ Ln B 0 0� $ I ' 1. 1 �, 1.0% 3 3 �' 1 / �► 9 • �1r �' �' (.4 1 + 10 w ; ; .D0 I 1.54 4 0 I S Scn ° 1 3 G FS / 0 l ,47FL .. 6.29% $ r u 17 Q.. � � r� �►�'D 6 L, g�0 QO _.. �--� .�. 30.33FL. wp w � �'► 9.89 � • C� / � �l i 176 .09 I C� • , v a N \ ? 2 +ter w rod FS 2.0� / � �► ., �j � ?,g � / '�, ,,, u, 29.92 I�r � � � � �► eta 1 D� -- / to S a, FS17+58.6 ov 7.5 0 IICA y $ 'ty' w r {� 46`� DWY .--- 82 W16.3 �"' .,• 3 TG / '` .. �' / >o• '1 .�► 7.5 �► - 31.12 29. ____ p0 `MIN. �,+ a�{ N / / ^� `V 10 `� r r .� `9 �• y ?� "�, D - V+ 2.0 • ` � U ��� •o '- _+ MIN r ,�► �f �f -�-■.• rn - + r--- 2g.78 .•► 9 _ / `� � •� �� - 00 - � �°� � �. ail I � I �F �. l i I 7 I 19. _ •0 r o • O ry �. , •1 17+37-0 4 7 48% i / •o,� •r �c' `ti .,\ 1 rD : 4 ,1 32 r 5F � o -�• W $ � 2.33E / O �c / `�► ? 2 cr 6 3 r / �► � g 8 1 � - 29.68 � 5 � - � �� I � m �/ ,�. `'• C � ?,9 ` a� � �, $ W 1 .3 '� 10 1 8 �'1• Q "n" I ,C) C, r FS 10 , I t1 . < oC 23.17 8�Q•00 1.a _.. 79.62" �`' 4 �► •D o � � ► � $ 1 �. 30.43E L.I 30.� -� . 3 I cn / v ; co �' /� - • / .y �9! �_ ...._...-1.3% 30. - c o I v, 32.57 �- 9.9FL r t Q u' •DD �' 29.59 ; r 1 �,N 3 10 I c� �p , o o G a ,� .. � � � u �f �f c� � . j.42% --r- � ry 2@ 1 cu ob WA 00 Wy D \ •+7 h - * ~" C�- , , 29.49 4.56% 1 I 33.48 �- • ,� -. -- W;-1 •3 68 � 32.37 r ? :� � 7• � cn L.$ F � •' Fr G �� I , (E' `�' •� 0 `� r © �' 15 2 0 N FS 17 23.17 c,r 1 ? \ n,`,► � � �.�.��� � >>' 0• \,.. �• � ?,�,� >'D $� � t9 ,� � 5 10 � CL -to Jul�, .y . a fi ,,� ; ? �, 1 I - ' 715 , •�i � f_ : '1t r S' N, / r , -*1 �p r.ir 3� 4 _ '�►� f- N j n .� \ tr v /,-!' .. w r 0% I ? � , DJ /, `� ?� ``�\ �f tf it 16+89.1 v' 00 _. ! /,ti t� ?9 \, R, ^ �N r... • .. 7.48 DWY �`' • 4' > �.� �, lir , ,�` '� \ '� ,�• ;V" �,► __ .,_ ----- - ' 4 W=18.3 QD 1A, / �� /�1► . .0% 15 � �, 29.38 � � e• l r 0 \. ? r� , , G 1. _ t 33. 43 10 -� 10 6 ,-n-a , I*L/G0 --- 1. ,�, - s - -- -- --► O- r - , l �� •t :� r� c� 10 r� w 29.7 r r'�' S SEE SECT ION D D \ ti, `.,. � �► •1 I r� d, co v, 29 r 9FL 46 1 1. .� �� 5 ��� �- �� �, SET 1 (TYP•) >- • t '' '`' ►. y -,. v� .1.09 ,�,, « t� .� ON L 33.OFL 104.65 .J --, +�- ►� �.. ,•+ 0 32.8 - - / o 7.5 r 2 �-- - - WALL Ic ?0 5 18 �,y-- , � -, 5' I ; 1 COMBO RET. (IRET• MALL Q PER �`• r..} ) �� nr ,�/� /�►lit.. _ .. � � > �7 ; , _..w �.-i-.� t p"1 .... �..,p .,D , � /, ° MIN• �-� w �� �. l. �}-- �-, ,�- c, �, G • - 0 , r s i pVA ., tt ' � 29.1 D '� » . �."` .� .,.s-..---•----''"". C,� ';/ ,� �. 0 -} L, 2.0.E -- • D o' • r �`b- FS ..-. �► �` r 2. 3 23-17 ...."...•.• , W :2> 4 P� U) 'Alm CD 1.0 FS 16 X38 0 �. .X 4 .64"% w` ~-.. --_ .__._. ' n i I t� 1/ �•1 9 53FL 29.7 1 D �= - s , -;';-- 1 S..196 ��� •,� �\ t , .. .- I• 29.Q5 �,;M � _ �ry �. CONSTRUCTION a... --.. �✓ --- r, Vn n f �� .�� r�, �,.r �'�• NOTES .7 28. �" '-+.�` tii r �- .O 1 .(fig �V=1 ►+�1 .3 ,_ '_, , ..�ti O r� w. '� ._8 ------ t.�.a. 4 - - .__ 29 1(� - _�10 89 C.7 o �� �► r'�' ` - 1. 0 r � � d x ��� ` 1 INSTALL 4" P.V.C. SCHEDULE 40 z �» 9 Q6 ; �, �� 28 28.4 rF � � �, .1 r; .. � 29 1 uD c, '� ?J.8TF _ -�----- _ r 6� �-- ( ' r1 D "m _ , �8.9 � � ... _ � M ' 1 D • t t� ��, 1.f� �S• \.. s� 1�) �1 1•�'_.-� .,�f�r t� _ ( .�.._ -�- 1.0,E w\ 6�____1P.V.C. Q - -� � z �- �- � -'�"`�--��- �-- ��� �� � �`� ) -� 2 INSTALL 6 SCHEDULE 4a sCA4 � �� DRAINAGE DATA TABLE 3 INSTALL 6 GRATE PER N.D.S. NO. 40 OR PLANNING ■ DESIGN ® CONSTRUCTION N0 BEAR I NG/DELTA SLOPE LENGTH NOTE BEAR I NG/DELTA SLOPE LENGTH NOTE EQUIVALENT 1 N59 02 35 E 0.0074 14.52 4 PVC 0 N28 31 48 W 0.0500 8.85 4 PVC 20 0 20 40 005 CONSTRUCT CONCRETE SIDEWALK (WIDTH PER n 2 N59'002'"-35"E 0.0074 34.53 4 PVC 7 N28 31 48,W 0,0500 8.41 4 PVC PLAN) z 40810 COUNTY CENTER DRIVE 3 W3 28 12 E 0.0074 74.47 4 PVC 8 N28 31 48 W 0.0500 6.51" 4 PVC < ■ TEMECULA,CALIFORNIA 92591-4679 4 N82 41 25 E 0,0074 118.08 8 Pvc 9 N27 04 32'w 0.0500 21.28 4 PVC 6 CONSTRUCT CONCRETE ACCESS RAMP PER C❑N s LJ LT I RI C3 951.676.8042 FAX 951.676.7240 • www.RB1�=.com GRAPHIC SCALE 5 N75'0 57'9A W 0.0327 29,98 4 PVC a DETAIL SHEET 1 0 Q DESIGNED BY DRAWN BY CHECKED BY CON3TRUC71dN RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK f�Ss LD06473GR .1I SCALE Q�1� f4y RECOMMENDED BY: DATE: EC DEPARTMENT OF PUBLIC WORKS rn � � SR MPB MAT SHEET NO 00 A• r fi �` HORIZONTAL ` + �,` �;• PLANS PREPA ED UNDER THE SUPERVISION OF CONTRACTOR y �, .,► , - ACCEPTED BY. DA TEr � 7 w� of r Ln �, C G R ►DING FLAN . SEE SHEET 1 AS NOTED � No.4390 � . '� 36 �`] D EL A. YORK G� � DATE. INSPECTOR Exp. 3/31/48 TRACT NO, 31946Q I C AEL YLMAN CITY Eri [NEER/DEPUTY DIRECTOR OF PUBLIC WORKS a f Q VERTICAL �I Y 1� �,, PHASE 3 - LOTS 14-20, 4749, 71469 98.3'9 a DATE COMPLETED -. Ufa" "�1e89�'�'.'�• � CL 1� R.C.E. NO. 43090 EXPIRES: 03 31 OS R.C.E. NO. 43212 EXPIRES: 3 31-08 %• ,04 PHASE 8 8 a LOTS 21w29 49-48 � NA �FC�� / � oF" SHEETS 6.6FL 25 60TG k G 1 6 0?Mh I - I r'` � " .J ` ` `'� r ��, ` ' /rte. j w it s CNJ 10'-&37 C111 5 211 Lid" j016l.0 01 1(16 1 2' YL _j � alvy 10,fi 2.93 C) W_ 10 25.,37 E2 NJ I -. 4) / N, I /0�rAj FS -N Pvl- 0,Vc 26 1FPV I 4 _AF4_44 U_ -1 Nj 2% 0:9 89 31 1026.B4 MIN 411 %,47 102 .84 1 1.Q L 4 C� 0 --fTj to] 4 50 i OD 1028 07 (In 18 1 _3 H 5 I I >0 C-3 I\j za%40 FF 1028. of 10 EVC- 1025.94 FF 1027.67 PE 1021.110 028-10 C) C31 5' v_ 7 "cn 0- FPE 04 1 N V_ I- .-I I _26.0o 1027.00 .511 1 FF = 1027.87 co /0.0 3 -4 PE = 1027.20 5 C-11 I 26 44 .4% 1 lof 7 1.211 2.56 110 -1 E I A,- -97 27.6 7.58'1 26. 27.6 25.9 c) I'Ll - _�4 L 26.Ga 1 0(1 o '0� FL L FL ff 26 6 (Nil 26.5 -8 U= 1 0� Fri---I 1 '0 5� Z5 TI FL rot _0(; 111+00.00 F� 1.0. FL I-OZ 28. 1 L. - - - 1 28.1 2-1.9 011 26.LT 27.11 -------- -1028.03 1.0% (29.28D) 27.0 tr) 27.2 (29 28Td) 2-1.0 r 27.2 FG FL/hP 51.4 1 _L5.6 0,j 27.0 QrGvi IF Lj_ (26.6TF FLAP FG 61-32' FL I- (26.6 TF) r;1 FG V1 .T_ FG 694, 2. 24. .2 �fj j ft - .0 P. &26.9Frl 1.0% 86.T3 r 66FL 1.0% -n Iv .73F 1.0% Mp __��% r-_1 I A 10.0, -.000 A.5cn z2AS A, 144_14-4 R� E! 0 IP 26.1 larr, 6.22 0 0 n I� C) to J. 104 F-0 FS t�4 a 27.16 ;11+21.85 6.281 11+22-06 C�N tui I MIN. _j Dwy bq Dwy 0 Viz 16,3 26-38. 27.24 Wz 6.4 0 3* 5.27 FS FS 9 64 If to 102 7 7-43 15 18.Z4 27.26 7 5' _j I ,.w- Uli/ v 0 .13 j r ri FS 7. _j ir *Ps cv I 1 1+43-16 Dyly CO 00 lop • cn < r 7 6- 27.34 23.09 Ll E: El It-1 CT I FS 1%0' X 12 Cl U_ "-I c Ln f Nce C4 sk U71 • 4.84;9 FS 26.8mL cq 89-51 Ln )5 0 - - 1 i - rlt �-c 26.61 T i;ii Q _.6�01111 1w M~ Ifflo"w" 1.0� ,n - 1.19 .,. �''o c� -"."`'" 27 g7 u' � °�► �1°�°� 138) .:�i'13� .� ai , N001111MINIF f I 0=1 A01101100 wl"'WE .2% 27. 7.33F 1.0% In 1.0 -90.28`�'��� • 0- vtl 7.91 r 1 T-% 46' c1% 0 10 -4 LL. 26.77 Q p I 1- 6 10 L4 cyl FS 6.4 10 0 18 CF=1026. 4F 27 9 26.71 IV 00 6 Zf.111 27-41. o 12 am %-,..- I FS -116- cq 4 29 8 '00 �8 3.51% FS 5# FS v) J. 111+71 01 5.56% 1 v- 5' 11+72-26 1+73-91 "Nook -6FL 84 15 *� 7.43FFIL 26.88 0 9 - =1 r - § _v I DAY 27-50 _10 W`16-4 0 FS11 F_ 11 27.49 WOO 6.4 W-=16. FS 34.57 D2 F10 t it 11 0- -q _ g Ito) � _Z) . N6 1 w w 0ca�eo BEY• wALL a r%. 0 N0 (RET- WALL- j wl rf�:= 00 ED 2 9! 2.0 8.3 .20 El - 93 N., ?q [� .. ..ati ...................................... 27 01 cy- - W-1, I 0S r 15 ce 1-4 w �*1% m 9 8 10, N �& @ 03 FSS 6 --c I v- ,Jl t4 0 1 .3` 000? 10 10 a 00 4,t I- 4� GF= (D L 0- C9 31.27TWI �31.1P ads- N LLI IJ ------- 61% 1.1 1 6*0 .67) 9 .90 ------- V Vo� 94.430 46' ."j _13 - I-, ZOO --- 0 110140101111 MEN .3 FG - .I -% ., • �, �; ~�' f �- 30.3 62.41 �0-6 65.00'(31.27TW)l 1.1TW) 30.4 A.-S 30.5 .92' 30.3 30.5 FL rl 30.0 1 30.6 IF'V[V h FG FG FG (28.BY) ff FG FL HP - n ,,: �t 1.0% 8 FL V /HP FG 0 41%-v - - 0-06 - - FG 1.0 x LL V I vu Am. Ln 1.0% bq �1.0% qmw ` cn 29 ( . =�-, 11) -- to 14 In 30.0 FL CONSTRUCTION NOTES qzz, jp K2'9.5 1-1 W-2 .0 FL 29.8 VA _28.6FL 10-4 0 22 L__j F INSTALL 4" P.V.C. SCHEDULE 40 2 .8 --- :2 L 00,�ot c0q L 30.� no �R 00 C) L 27 0 �] � � � .97 � '� _f 102 7.91 541 531 V_ v- INSTALL We P.V.C. SCHEDULE 40 02 UJ FL FF c 7.5 PE 1030 60 FF 1031.171 0.IDU fliho 521 Ln GRATE PER N.D.S. NO. 40 OR INSTALL 6102 159 • PE FF 1030.,97 5l .-. 29. EQUIVALENT 2 S /3A FO to tw I C) -Q x F OD CORE CATCH BASIN TO ALLOW 4j` PIPE 0- 2i 29.77FLx It 00 rlcw CONNECTION 46 �, - - �. ` . . } �. 4- zi 18 p I a 29.6FL JLO 0' 27,59 5p A G CONSTRUCT CONCRETE SIDEWALK (WIDTH PER F 1 11* a cq . I �L g 29. FL PLAN) C1 FS 9 41 U 3% 60 mr. om 27-74 _j 29 Q FL CONSTRUCT CONCRETE ACCESS RAMP PER -i kb I V_ 30 U" W*16. U13 DETAIL SHEET 1 FS 29.OFL 24.6 L/W FL GB GF 1030,1 50 0% FL jqp c,4 • I 127.67TC G" 1030 D 17 f28-83F 2 6 Irl. L'o �9�2 T77:2'"Ift - --t- - FG 29.4 OL 09 9'6z C4 21.. 8 FLAB ry f8 F C61� •2* 0 4s V_ c� �y C:) �6 o 30. 9 %__.. cr �9 1 9 50.001 28.- v- FG C) J.1 E v 4fV TEPS 1%22 94' s, FL/W 1%0 %.W & 00 (6 C9 LOL. LI) Y) 28.00 ? o- 3 65 00'Y Ej .0 Q .231C 0 gj HP 4 "29.20 1 4 4 Is,28.77 1 ri &a DRAINAGE DATA TABLE - 28.37FS 3 28.4i C\j FIR FS I- T 3.42TC r1r 1: BEARING/DELTA SLOPE LENGTH NOTE 2% c IN A kf G 29.09T -728.59TCI 1."w%r L yl 0 !It,, I ;R ;, I I I 1 ..-1*34#40#'#E 0.008 11.46 4 v 7. .88FL c3g 0 Wft 28.63FL I !w 28-13FL _41 %ore (0 C3 cpj V_ All V_ IV- I VWO 1.4--a + 2 N66*21158' 0.008 PVC If I I 't(.0 � v to PVC .010 AL 3 N67-20 25"E 0.0085 41.21 6 27.7 swm L 8" SEW lmi-= # agil I - q 1$ + N70939#11'E-- 0.00 93.62 7# PVC -FL78-P 15.1 6 0 1.46X 0 N19*20'49"W 0.008 4-95# 6 It PVC 7111 16 @ L4 _111 0-6 •61 PVC 4-1#1 W 3.57% z N26*44# 0.0085 58- 12P 6 (;F:= oo Pv 77 El 00 KT6TF_ 7 N63"15'36"E 0.0085 3. 16" 6 c 1027 G R E U:> - [a I I PVC c� < N19*34'40"E 0.0335 113-20 4 1_� V_ .44E Cb 1.07o • P 8 WA E CW `80& !120. < N19*34 4 00 11.51 4 V(; 28F.66T 29 1 06TC 9 0.05 te) 11tr 10 N21*21'50"E 0.0500 14.00 4"' PVC 7r.83 /2810 128.65FL 60FL 28.11 FL\, 11 N25*39#1 0.0500 16.- Ir v, MI I N I IP - v op PVC C4 9-8o67 12 N62041 25"E 0.0074 118.08 6 29.OFL 28-83FL 6 40 20.6 50 0091 1 0 43.87 FL/Ga'4 PVC 29 Ln •4,? memo mosomp moomme 13 N630321TVE 0.0074 18.2 6 of 9.4 C4 N26'04412 0.00 62-04P 6 0 6 ' ilk FG 0 14 4 W 14 PVC FL GB 100,11 Z;14 9? %_4 I I -- -% • 1`6 F4 30.14 28.8 V~ co Ln ZY 15 3*15`3 0.00 28,9 29.49 9 � Ln V,)18 42 30- Z m 12 12 29 Lp T, 0 69 PVC cl, FL GB r1r; & r-. -V__ 4 -29.54 30.25 1 1 FG V L 0 16 N34*4915 0.05 130 �8.9 FG c� CN 00 9/1j 29.1 GB FG 11 3920`21 0.050 FL GB f-L/GB cl 29.1 f 29.4 0 01� CID 4 • 28.8 29.50 cc 5.5' P_ Fy(� FL GB FL G8 28.7 •29.94 Ui FL -- i .,. .. fi � .-.. L 50 %A1 - - - =.=. FLAB FG 10 FL GB = 1 c Ar C-4 4 1027.'77 GF 10293-0 j 29.0 7FL GF 10W.60 9.1FL 27.7 v- r�_ 0 6 Of FL/GB b 07 28.48FS 0- . + � 8.47FS 25 50INv29. LANE r-� � � � LL 51NV , � f •L__A_ -y 00 7 -IJL 2 FL 90FL 29. 0 1 0 8.46FS 641 1I .� 11 1I icB 661 6 %0 Ic 8 - 6 0 L rLo- 28.0 oo FF a 1031,17 FF 10,34.87 & 6 IN PE a 1030 50 3B 4 6 FF 1031,071 io\ 9 L 128to FF 1030 771 FF a 1031.271 PE 1030 40 => J 28. 1 1 6.5 /1 A FF a 1030,671 V_ 5 R 011 6.51 \R/ 60 28.4 IFS PE = 1W.601 < v--j 5 LL_ FE = 1030 V_ x 4's�T 29.7 NJ 50 # a V_ 5 L 1 9 m jj i I FL ---57y-- V_ 29 9 OW- LU FL 29.5 U) 29.8 L 16-19' 4101 F__4 I _j Lj FL z • __x 8 , c� FL IZ3 ;j an 29. FL C"14 1 1.-0 4A, 01- - 4 30 30. 46 CN 29.7 29. 30023 n L L 30.3 FG S4,0U I CN • FL OFF- 'C�£ z 31.2 1 0% L cq :2 FL 7o rG Ir-_ cN .0e 1 Q;9 1.0% 1.0% 1 om 1.0% 1.0% 1.0% 00- U_ 30.40 V_ pill" *4* In TS 11) 1.0% 2 9 30,3 30-60 30.45 30.2 30.1 129.9 �111 1-0% 30.1 30.0 29.8 .0 30.5 1-0% 30.60 30.40 G 050 1 F FG 10 0 FG -.6 En 05" FG FG FL/HP P F HP woe, FL/HP 8d=31 FT 7T 11 ftj7 It I OFO .00 - vo� .. & , N11�10 .1�0 ...0 , , ..a , 1111 1 'm000," I .50.0.0 L 50.00 EG, , 40 am i ; im im ii 110001014110 � , 1 im 20 0 20 6 IEW i ; m i ; 7"'o"' , ' 7ox 77b am i Now i28.00 Uj 30.0 28.- 1.1% ""'14 , 1.9% 1129-00 8, 1941NV 2 3 30.48FS wlom_� CL 30,41W .J%�o 1 000'- 5OTG 27 46 1 NY -%FL %J I.4VF'J. 29. v U.UOINV29.8 GRAPHIC SCALE mji 28-11-111. 2 (p. 11 7/ N 0 1.o 31-2 IF 4.0 j"t 29.90FS �3 T 11 ...,1010 W 0&%A 0 s .,04F. _wp_ -36.70[- 1.' t5.3% 1w 0%SNOW 9 3o _cjar 30.30 3,1.75F17 S 30.29TG 9% 1.4 29.60'T7 6_%op-29.80 31.25 % FL/G8 28.05MV Lem. I 30.09TG -2-ff. 3 b-4 I - - - - 4 INV 6 2 16 E:(3: PLANNING 0 DESIGN 9 CONSTRUCTION 30. AWN > 29-14IN FL Imo' LHP c 8.85F 0 SNOW _j 9 30.9TW 31.70 28-68TC 0 '?ETA ININ(3 WALL PER SEPARATE PERMIT 28ATF br) Jul =j or 40810 COUNTY CENTER DME75TC 6.681 z y) 2 .29k L < _j TEMECULA CALIFORNIA 92591-4679 r rTj C-) E:ONSULTING 951.676.8042 a FAX 951.676.7240 wwwRBF.com 1:1 r "I 0000000"� 0 CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK DESIGNED BY DRAWN BY CHECKED BY 0 SCALE op 00" p LD06473GR 011,01 ECOMMENDED 8 E: J 41 DEPARTMENT OF PUBLIC WORKS jSR MPB MAT R Y. DAT 007 f"" " iiiiiiiiiiiiiiii SHEET NO. HORIZONTAL CONTRACTOR PLANS PREPAR UNDER THE SUPERVISION OF 0 ACCEPTED BY: DATE: 0 7 Us Ln Ir" I w-, PRECISE G RADING PLAN SEE SHEET 1 AS NOTED ti =0 Yom INSPECTOR No 4W9O rn DATE: DANIEL X. Exp. 3/31/08 �__t TRACT N O., 319 46 < k7 CITY ENGINEER/DUM DIRECTOR OF PUBLIC WORKS 0 VERTICAL M)CHAT AdT LMAN PHASE 3 a LOTS 50,@51 p 69409 98 < �A I el V 1\0 *7 DATE COMPLETED R.C.E. NO. 43090 EXPIRES: o3-31-08 R.C.E. NO. 43212 EXPIRES: 3-31--08 PHASE 4 me LOTS 52s56y 59*68 N/A OF C OF SHEETS I I PHASE 5 LOTS 3841; PHASE 6 LOT 44 6FL c)�Nl! 4 0 4 (12 r6 4 r .6 LL F 26. r1rOTESH PROGRAMu MITIGATION MONITORING TEMECULA LANE ,, " \,"z - GH 0492 AND PAO4-0496 - --��� ..���� � w � "`.. PLANNING APPLICATION NO. P A04 0490 THROU Waw.. � w.� "Y. ^..^..,. ky„ """'"•-r,, 0.,m , efS `w . °- 4 4 4Seyl'. ,. •»t ` moi. AIR QUAL I TY- "., ,., O, \ ', , % • ASURES �� Ill . MITIGATION MEASURES- PRIOR E 4 ter,. c.",,,,...Y�� �.,az��h "'a,'`�'r.� `A.,� ''.',. �• esti `� qt.. ^'J >� 4 Two' H �� �'� ��' w� •4� PRIOR TO THE ISSUANCE OF A GRADING PERMIT, THE APPLICANT x�rJ ��� `•�...:: _ °r,arcwv.«t,:raeywrc � � NT ARE e � MOVING AND LARGE EQUIPMENT TALL EARTH Mo x 6� SHALL VERIFY THAT Q ONS I N ��. 23 ,,`{f/) _.. . 5 �. Ila PROPERLY TUNED AND MAINTAINED TO REDUCE • EMISSI µ � 41 k'A ~ ��,� ... F T24:7:7 `° ADDITION ALTERNATIVE CLEAN-FUELED VEHICLES SHALL BE USED w'�`Y.�`"•'.`k ...rte t: ' .4^ti,Y , ,y`k � WHERE ?FEASIBLE. CONSTRUCTION EQUIPMENT SHOULD BE qi] CONSIDERING EMISSION FACTORS AND ENERGY �� �" � .��.... � � y. ELECTED CO _ . _ isy�..;a„�,yaas.,r �ww►"� �"�'xa� �+.'', "'.` '�•,,, ! c.."-.^-,.,-» ..............., ...,, ,,... rr...., ...,...,,.- ......,.....e,.,-._,r...--,.....,,. _-.,`... .,_..._,._.._............___.`___........_.. .__.... _.. .. _..._........w., �....`..,. w:+smrw,f, 4-r-n,r ,.y.r "..,"*,. ^w. "•w. ' "�y ,` EFFICIENCY ...W�.. •-"..a.�.�r.._�....".n_�.�._.µ .*��.� LOT LIf�E .. , • r,.-y..nw. ,,, S .y ..w-........r.w,.�.�r_«.�.r.....�...ra-..�r...�.......,..,..w,rv'e.wr...�.....•...'.,.r.a-,.....n+.".,-........w...,r�..-...y�:.�.�-r.�..........a-.-w�.�_..�....-.....».w.-_�....�....�.,..--r..-... .-..-.+..-....--•........... ,. .. 'Hd'K1:"m.,-, °`WL.Y. .. e,.mk1`� '4,.L>,Y •,' e._ �..-.,�.....4..,..,.._..�,..,. -��......,.... � _"vkr '"• ' `^».w ..m 'Rem '•"' '."wM ' ..ti,...,...wr-....,.-.n.........w....r..w.w,.....,wr...r ..a,.w...... .,.+rw,...-..._wr r.-•,...,,......w..,+w.._,....««,-.»-a.n...ti....-,......n..-._..,...r ..^,..... .....-...__., .....,-....,".....,.._.........-.."..._.....«........rn ........-.-..._.....,...........-n ,.w..,,.,, bc. ,...... """' '.fir, '-,ti, "a• '"qa... '¢'y,h !, "A y4 20 60ECTRICAL AND/OR DIESEL-POWERED EQUIPMENT SHOULD BE UTILIZED IN-LIEU aF GASOLINE-POWERED ENGINES. 2 PROJECT SITE WATER ITY BASIN ._ AND GRADING PHASES, THE NG PLAN �- DUR DURING CONSTRUCTIONPER GRAD � �E�A�I�I C SCALE ~` N THE MORNING BEFORE GRADING L 006GR F DOWN I -. 50 SHALL BE WATERED ��� .,_ 1x 25.22 ° w. " ON BEGINS AND I N THE EVENING ONCE - MAIN 24. d rh.. . _. w 7. !1 '�'r" w.`..,/ ..: rw ''S ..,. AND/OR CONSTRUCTION 1/ IZI FSFS . CONSTRUCTION AND/OR GRADING IS COMPLETE FOR THE DAY. THE O,5 �. 11 � 26.3 �. 25.84 ,.� 'V q t •. PROJECT SITE SHALL BE WATERED DOWN NO LESS THAN 3 TIMES F5FS DURING I NG - ~-- �- - • - - - - --� - s ,� ,. (NOT INCLUDING THE MORNING AND EVENING WATER DOWN) T �.." -��-� .. . �� T a�....._�.......�...� - �-���-- w .�.��. � .... �.�,�W .��....�.�" _. w.� .� wh,� q ,�� ,. CONSTRUCTION AND/OR GRADING ACTIVITIES O REDUCE DUST _. _~ - -~~�-�- � - �T IRON FENCE PER � � ,. ��. :L ti 46 se W LANOSCAPEE ARCH. PLAN (T ) R FROM THE SITE SHALL BE y 27 N TRANSPORTED TO AND/OR �. .5� RET. WA �° ALL FILL BEING / �1� T .. IRON FENCE ( LOWER PORTION OF TRANSPORT ) _ F M WHEELS AND 23. TF '�' 23 6 SEPARATE PERMIT) FG . COVERED AND THE - r • 50.00 FG a 50.00 27.9 28.1 27.9 53.93 28.1 . WITH WATER TO REDUCE/ELIMINATE SOIL 50.00' 27.3 27.6 50•o0 27.9 • 27.3 27.1 - 27.4 27 6 20. PRAYED50.00 .9 t $ ` TRUCKS SHALL BES - 6 `. . 4 .97 26.3 50.00 26.4 26.6 b 28.9 26.6 28.9 27.1 26 FG F FG u FL FP FG 1• FL/HP ' FG FG 1.0� FL/HP FG •4 .,, .,.y- ,` THEY LEAVE THE CONSTRUCTION AREA -� -. - 26.17 �- FL �� FG FL I ' o �_� _ z� FROM THE TRUCKS BEFORE . , �, FG FL FG FG FL FG FG 1.0 _ - - _ __ y FG _ 1.096 ___. � - w 2 - 1.0 1.0� --�-.. - 1.0� 1.0� r 1.0� 1.0� 1ur) .0�27.2 27.2 `' u� 27 4 7 5 +r' 27.7 ca _ � w �n 1.OX Z6.2 an 1.0� �n 26.7 26.7 z c 'n 26.9 y z n 2 ,.. THE PROPERTY OWNER SHALL LIMIT THE NUMBER OF IMPORTED SOIL , 25.7 0 z 25.9 26.0 ~ o z 26.2 �? ,� FL � c 27.0 o '� FL FL ] FL PS PER DAY TO A MAXIMUM OF 163 ? FL �- �- 26.4 FL �, FL [] MATERIAL TRUCK DELIVERY TRI , �; FL sFL FL rFL I • , 6. 5• mac•, FL 14 • •9 �•� •``° • TRUCK TRIPS. EQUIPMENT ONSITE SHALL BE LIMITED TO ONE DOZER, , T e 4 t h .5 5• 7• 5 5 5'a .50 6.5 5 FF = 1028.77 THE �� 5 7 5 FF = 1027.97 t � TWO LOADERS, AND ONE GRADER DURING THE IMPORT PHASE OF r, w- Q •t ff ,C', F F = 1(27.27 c : 1301c = 102.8.10 �� �-• FF 1027.77 = 102 .30 a� FF 1028.57 c# © � 4 PROJECT AND TO ONE DOZER, TWO LOADERS, AND SIX SCRAPERS _ ;. ~ c _ ~ 1 .60 0 _ 31 ~T FF = 1028.2' •µ = 02 ,W � ,�'�A FF = 1028. = 1027.57 02 .10 k ~ r. - .--- 9 $•4 8 � = 102 60 '� DURING THE OVEREXCAVAT I ON/RECOMPACT I ON. 2. . Rj2A\ -- ffirlanvIllIllIlIll 1/IC\ p bu. R � a ` TRACTOR WILL SWEEP ADJACENT STRE1,2 2 28 ETS AND ROADS AT 26. ©[] THE CON d � � � N Ic LEAST ONCE PER DAY, PREFERABLE AT THE END OF THE DAY, IF - W , n 1111101 IIII�lIo y AL IS CARRIED OVER TO ADJACENT STREETS AND w �, 26. 3FL g ��- C) � VISIBLE SOIL MATERIAL _ aC� � � ~ w s � e �, © - 26.3 L ' ROADS FROM THE PROJECT SITE. 25. L QI&B.10 ,.• u7 N Ali OF 102/•W N ~ Ca t1/• ¢' "� a 26.9 - ,� N THE FOUR PROPERTY . FL Ila - r THE CONTRACTOR SHALL POST SIGNS 0 o[] 25 � ,- r 26.4 6.7FL 14Z� 4 5 • PROJECT SITE ~ 4' 25.4 - 6• 25.7E �, . ,� e LEAVES THIS c � -� cn � 027.10 FL GB n a ������" � GF cv 28.01 27.1 - �,. ' o �► n, • '� ARIES THAT STATE. IF VISIBLE DUST LEA E r _ Q 1 �, BOUND r 1028.30 L ...�...� �n GF F GB - ,- cv �, 27.28 �o = 102 .6Q� - -:ter. 4` �,ax �, 25 5 1 �, w 26.5 �, G o�, S VE SEACH 760-931-1980 � 26.49 a� ~ DAr� � FG FL GB ` - • a- � ► CALL• Q •9 FL GB FG �-�• •/1 w 26.8 8 ... s� �• cn FL G8 25 iS 26.4 ./ rrrrr'JJJ vo ♦v ,• ,. 2; c -�. Q - a� 25 5.5 w FG ,�, �, 25.8 4 .5 FL/� .5 - d. 4 � .5 FL GB d- ~ NP4, , . . c3 FL GB t � � .j � �,,. FL GB co � '� cn �- 4 / �. w �- FL GB 25.9 ~ 26.5 27.60 r� CULTURAL RESOURCES- � �- r U � �' "� , � ,�- � r- 28.69 � r�i 4 *- cv 26.81 � •0 -., ��$, . ;�,. ., `° ,.� 24.94 26.02 ,�, h. 4 "�"" FL GB �' �` `'' ~ 27.29 26.5 FL GB FG n u o FL oo � FL FG Q o0 25.5 26.61 r w `° FFG ': ~: v FG MITIGATION MEASURE: � cn .� ~ FG o .- FL FL GB tI) Lt) iJ� °� N N tV N 50YOO-I INTO A PRE-�GONSTRUCT I ON _ w ~ �- N w- `l ' - 50.00 �� THE APPLICANT SHALL ENTER �, C r 50. - 4.8 150191 •_ f ,. .� r , � U01" 26.31 26. 3 ITT BAND of � � �8`9� � AGREEMENT/TREATMENT PLAN WITH THE PECHANGA r 25.33 s r •GB FL/.GB� F F5 LUISENO INDIANS, PRIOR TO THE ISSUANCE OF GRADING PERMITS, film I ff�.. \ I -7.29 �. N , THAT SETS FORTH AND CONTAINS THE TERMS AND CONDITIONS I T I ONS FOR y /� _dry -- _ nor,Ito 26.72TC/ - •9 0� 28.22TC , -/�-•--prry� - /f� //����iy� ��l���yyy `y° t • • •2f• C , •_J • 2 1 .Rr • • 26•01■L M N Q r� 2 .2V.L r.1 • � .., ER I CAN CULTURAL �• �, 4�� 24.81 ,.,,r., -• 2 .76 t,,; 2 .01FL 2 .26FL o ©TO 25.76FL �-�'�' av ~ 27+84.93 �$• .N THE TREATMENT OF DISCOVERIES OF NATIVE AM r , FS �, 24.50FL ~ �, ©�. + �,„ �� `�. `, �,• `� _ o° + + ,I cp c3'a w ' _.. _. _ '` __ - _�..._ r _ wa .. DW1= 2-:0 _ r �.� *. , PLAN SHALL CONTAIN -- -- RESOURCES, THE AGREEMENT /TREATMENT ---- _ -.�-- - 8 - -�-� r� � SEWER �. .� - ___ _. _ -- -- RICAN CULTURAL ' il � .� � 0.�5� _ a _ OF ALL NATIVE AMEVY _ , t 6 o.5�c 27 _ _. - _ r a o �, i � 6- PROVISIONS FOR THE TREATMENT . . w ,_ _ �� � � � � .P,..w,.,..-..r. ..,..�.."� �,.�•w ..�..,,. .r�......�.......,,,,N HUMAN REMAINS THAT -�- -� .� ---w _ -�. AT I VE AMERICA �c - _� _-_ .� z TS AND N ITEMS, r � �� o --��.. , ..w.�.�w...�. -----.�- �.._ --�__ _-- -~ .., b �' ,. NG THE PROJECT. THE AGREEMENT/ - - ___._ - �� INTERSECT ON h t,• . . MAY BE UNCOVERED DURING o�° °�` • _ .. _,INT€ ECT I0N` `_rr~. �` . � a ,:. ` 'cam, ~ . �. to14 �; ANDA . . _ ., r �, _ r o um 10+00.00 �HECKERBLOOM DR TREATMENT PLAN MAY ALLOW FOR THE PRESENCE OF PECH 10fU�0.00 MANGROVE DR1. ff/ ' TORS DURING ANY GROUND-DISTURBING ACTIVITIES. w� w_ 8 WATER 26 4 TRAW8M- �---TRE MONITORS I 24.43FL � �..�.�.. 24+$1.7$ � STRAP � .� .. �°',o� chi v� -.- -� 3 � ��= -N" ., � � TRIBAL 0 . __ ..---�--- �► �-- - '�26.� c-V-„ �28:S9TC 26":74Tr� �� :• *� 2 .X19" 1025:19-. . - 2 C + c.��� 2 �` ,�,c-� 2 .$ t-�; 23: ,n 1026.24 FS 2 N 8. 3FL - -- �` 25.10F1.. �`+ /25.3 2140. . PL I CANT AND/OR LANDOWNER AGREES TO RELINQUISH •3 �� 12• 53,n7 24• THE AP / )0 66 • �ll��it .Y T F• -1-. .. _ ��.�-,�� --�~Yo� RCES INCLUDING ALL tifarag 9 V OWNERSHIP OF ALL CULTURAL RESOU 2�••19TC �------ �.� �•� r----.�._._..._.__.�.....�_ � � 9 R 10.30 ) ARCHEOLOGICAL ART I FACTS, THAT ARE FOUND ON THE PROJECT AREA 2 ., ) o�. , 3 .49 38.87 �, t�� « --war '] -q. ..y ��.r....,,,w ��` �.• 25 r 6 I • �, 1/ �y/ • W{" -....'a.. ra�qs. R PROPER LLLL�JJJ op V� C _ -� �. TO THE PECHANGA BAND OF LUISENO INDIANS FOR 3 )o -Vol, v '': - FL/GB Ln •1% cy ' -D f TREATMENT AND DISPOSITION. �` r��� `° -' U 3 0 ~ ' ' 25' S TR �' �. ) ---- �- `�' N �•, �- '• �� a' - � EE SEC H ! ; E 4 2 " ' 27.99 TIO YP. w � . 5 '�► FS as a$ 27.24 28. • 26 9 c� T 1 (T ) �a cp r y '� *• as ,,,,. ~ w �,, ( 'wT► .••. p� SHEE may; ..aw L3 J c. •- ,f -- u7F'.w/ 1,g� c� u� FG o V' F GH FG a DISTURBANCE ACTIVITIES A QUALIFIED 7.5 . �. 6- 25.8 26.73 .� �• ui , PRIOR TO ANY GROUND DIS �. , � _ � cD /+�/{� � � [ �, 5 cs+. �' 5' c,c�1' r� 27.0 ARCHAEOLOGICAL MONITOR WILL BE PRESENT AND WILL HAVE THE ry d - 0 FL/ FG ,� s r 2 �' Q_ • FL GB s �� o . • , . ACTIVITIES IN �' S T REDIRECT GRADING �, 5' M w 25.9 TO STOP AND FL GB YC-1426 ..� �9 F ,��.•ry ~�- W r- H RITY - A T O )0 4 26.0 7.15 �� INDIANS , FL GB 4 2 CONSULTATION WITH THE PECHANGA BAND OF LUISENO I = 1 ~ (� 1028 50 a � - ,. -`•. y `� ANCE �. 17.04 L FG ( �, ..M DESIGNATED MONITORS, TO EVALUATE THE SIGNIFICANCE �, AND THEIR DE � z6.�� /j� w 26.3 , N ?j �: z5.7Z •,�,- 6 .-- N 4 6.fiFL t t��, s l �. it OF ANY ARCHAEOLOGICArqL RESOURCES DISCOVERED ON THE c`� F FL/GB I If ; . hw. ci PROPERTY. cv r, "� - 10+ 9.37t _ - 10+61 1 3.27 �� � � o r., r ria - ' �, ry �. � CO � z5• � DIY 1012.93 �,• � � � �, s, , , �� SITE, 87 a , h Q IF ANY HUMAN REMAINS ARE ENCOUNTERED ON THE PROJECT S I )o ) • w� 6.5 a~ �. 26. 1FL 0 PVI VC . tI�tlt 1428 GROUND DISTURBING ACTIVITIES IN THE VICINITY OF THE /� t(( f` I f ALL , .,r'.e. i ,. .0� $�. 1 •+/I /6• w 1 .�4 • - /il�� N�S. r 421 �' COUNTY • _ .j MMED I ATELY AND THE . ; 26• L BE TERMINATED I C� DISCOVERY WILL • ��I )•O� ,.w�..wrr � ! . CORONER'S OFFICE AND THE PECHANGA BAND OF LUISENO v n 3t] a� g /2C\ FF = 1028.77 ,..: •y , R, Y ..,. r 18 1028.07 � F �� INDIANS AND MIRANDA, TOMARAS, OGAS & WENGLER, LLP WILL N a fi.43F�, co ,�,� 5 .w FF _ = 1028.10 �- , , = 1 .40 - >p ,WYE a w 0 CONTACTED TO ARRANGE FOR THE TREATMENT OF SUCH REMAINS.INS. �. , FF = 1027,67 5 , o,�• BE CO Q �, ro EVC 1025.94 NJ >: '1� FF = 1a2l.e7 5• �, . y I N FSJ� c ,n ` • �--• 27.6 �� ' BIOLOGY .� 2.0 r+ n ' 7 �,,,,_ 1 ..�.- 7 5 26.7 • � r,r � 27.6 un N � � ?� � •,� , �, $Q � ~� C �� "'�-,, ,�.� ,� La.,. 7.21% 10+ 2.568 7.58Mill z © �-. cr C � '� cn • 27.14 DWY w . �.-. •5 26.6 z 26.8 �- r, 27.1 1_.Q%- It •D 4Alt r� ,� �� 26.08 26.6 •n N 26 FL '�-' �'•` - ! ti , w r ; ryc� It MITIGATION MEASURES' FG Z,'�r 1- `�' �'• 7.gr �$ W� 6.4 L I` - 1.0� `� �` `r' 1 FL 1.0� 1 0� FL _s �., 28.1 27.9 1.096 28.1 W 4' ` ,F SCREEN WILL BE INSTALLED . 1.0 w_ CL EXCLUSION FENCING (ORANGE SNOW } - .-- �- - - - .,,. *„ ., .*/y, f '' �-- cv 27.4 �n 7.2 (29.28TW FG FL FP w,�51•�f r.k�,,,,. r THE PROPERTY 13.1 1.0% (29.28TW) 27.0 27.2 _ _ � N LIMITS ALONG THE NORTH OF GB-1026.03 27.0 CONSTRUCTION a � �++^ _ � L./� I '`• F r a s�.f �x„..v ,, . r '��� '�M-M' '"'A*^,."'�` '•..,,� / 1 �,Q ��{" r�� �,�(}' t 't� fi er Al ALONG THE _ j (j 27.0 � � � FG � FL i-P 26.6TF ,r,.r .OS A,� �.� ..,�, {,,�� ,, � I NG ON THE --_.. a F 86.5 ` 2s.6TF FL t� FG 81.32 {.�J FROM I NFR I NG N FG _ _ {� TO PREVENT TION ACT I TES ._..r.M_... T CONSTRUC V I I � .: , f f F e , 6 , �.r . . . r 5 /, . w � � � � � •K� •, �1 � ,........._ �,�..,.�...............�,,.......W.,w..�...�..,......�.�,.._ w�.....�: �„�.. r � r � ' �,��. !.V��3 � � ""��1�.: r "�S �.3 ON AREA. _ ,� T MECULA CONSERVAT I ( �- � E ,.�.�� ra 1.O a �,0 .c� ��.�3 � ,21. ���. � 1 . I"�"'• �` ��r��� �.�r� � •MM �� n .1 a. -c Inti,. ,--- .._� �- �r ' o �.� �, .� -� ,gib , LL. f� l 0 )0. ) , Q 1 >., ,.w10•. 10 -�0 r.• � ��. CO T. WALL 0 27.16 J ' Nl, ;, • `R� f, _ 5 1.0� 2 22 CD,�. .� rap t -.a, .- _1 j o_ - /y 80.38 L r ;�, �/�p/'�p�J RET. �� �� .1�y^�q{�I� yyry y - c �. r LJn '" w.. , �V• » w ♦ ..w.a .e�"""" {.-J RI �. 3J V Mi/ ( "-Y. .� '�/iS7 ,.T L.,r LJ4• f. �.,,.y -x A•. �S� 1 �_ 6.28 J �M ; WALL �' SEPARATE wl- S j i ,,Ill � -� » ! 1` �:- ,�. � , �, �� � > A*. .,.,: ,..'.c+v-r�u�.. a. ' �. ,..r,� `, .... _. _ c" C) FERMI , Y ,- _� • r FUTURE u� �.� ��_ __ .� ' ! %_ 2. .1 � N/ - -- 27 r 24 tiµ � ,�.� � � ����,� • � ��, �TET � • _w1 X26.3c �, i c 1 x t� t --t1(5. ��.� STREET � ;r �, NO � LOT LINE . . „ CONSTRUCTION 10 ESI ' 5' S CONSTRUCT CONCRETE SIDEWALK (WIDTH PER PLAN) J . fill CONSTRUCT Z 20' v� 2% �IiN 2. 1 37 LOT LINE LOT LINE LOT L LOT LINE -•-- LOT LINE LOT LINE EXIST. GROUND VARIES 25' 10' U' LOT LINE LOT LINE E LOT LINE MULTI FAMILY SINGLE FAMILY LOT 26 0 TOT LOT VARIES LOT LIN LOT 27 ACCESS 4 VARIESctf 4 SIDEWALK AREA ar .� ROAD 2% � LOT 16 LOT 15 2�M I IV �� SIN 2% MIS EXIST. GROUND 1 . --. 2% MIN 2 z 2% MIN 2: 1 2% a2% 2% MIN 2% MIN 27 ...SECTIO14 EwE 2% MIN ----- ---.._ --� -_-�,,� 2 MIN w. -• vol SLOPE VARIES SLOPE VARIESctf NOT TO SCALE 2: 2: 1 MAX. PER 2: 1 MAX. �� � 4' SIDEWALK SLOPE VARIES PLAN 6 CONCRETE _j 4 SIDEWALK 4 SIDEWALK 10 SIDEWALK OVER NATIVE PLANNING ■ DESIGN r CONSTRUCTION SECTION HwH TIONSEC14SECTION JwJ SECTION KwK Q SECTION OnG NOT To SCALE SECTIONNOT TO SCALE _j � 40810 COUNTY CENTER DRIVE NOT TO SCALE NOT TO SCALE ■ r ■ - 79 NOT TO SCALE NOT TO SCALE a TEMECULA,CALIFORNIA 92591 46 C:O N S U LT I N 6 951.676.8042 FAX 951.676.7240 ■ www.RBF.com U DESIGNED BY DRAWN BY CHECKED BY %L 10 ELA BENCH MARK �S� RECOMMENDED BY. DATE: �� TEMECO DEPARTMENT 41r PUBLIC WORKS � N RECORD DATE BY REVISIONS DATE ACC'D SCALE Q�O� Ip�y CQNSTRUCTIO R C � MAT MPB SHEE NO. ! SR 00 ! UNDER THE SUPERVISION OF HORIZONTAL w �,� � � LANS PREPARED U �• DATE: o .�° T PRECISE GRADING PLAN ti ACCEPTED BY. � � .... a CONTRACTOR Ca No 43WO r� � �� �� DAN I A• YORK ;-�x: :`''r:: T R��T NOs 3 AS NOTED „ DATE. SEE SHEET 1 Ex . 3 �1 08 CITY ENGINEER/DEPUTY DIRECTOR OF PUBLIC WOWS � � � r�7-�.� Q Exp. / ::.=r.�:; PHASE 4 LOTS INSPECTOR M CH EL YLMAN VERTICAL J�► C! 1ti dry :i7 �� PHASE � LOTS 29 37 43212 EXPIRES: 3-31--08 %N. �4� OF SHEETS ,ol � ' R.C.E. NO. 43090 EXPIRES: - Q3-31-08 R.C.E. NO. PHASE 6 - LOTS 26-280 42- 3 z ATE COMPLETED OF A�.1� D N/A �