Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
733.8A
SEE SHEE1 6 j- I � I , I I LOT A I 10 -_ ,' t2g2a _ ao 1G 12� 4� 2 q 3g 1284.19 0.50% 8 Tz+Da - - a�5 28'?' 12Sy. 1285' - -t +oD a 0 3• , 082? 6a---�+ Gr3+Do COACH o 5as% - 14+-0D - a G OAD (G ,s 00 G 16+00 - 0.5D% �jG rc 28a' 12aa. �2s . 12a}�~agZa A$ 6 1 2 u ri^ZaSA� 2853g 529 509 4g6 $A3 �g 12G Pm -_12aA �2aA. 2a5 m�285 cL __-- G ro 1 1 S o G/ -X G f1-Gfi O (7 _ �' I2fltB 282G6 �0 x12B fx.[Ill✓ . IR MINA 1 yk�J .^n ...`..� `Y �i%MIN I /2PS.B NN 12B54 _ 10 2B/2l m v, '^i °� �� FL-Ga (b m m m ® 41. 't h 2 m - 'l FS s"• _ �� ° \. k' Y ,: ^ © -I © \ 0,� G /... U :n h � i`.. 2 Ix 1,7,H� _I �'`�OO FS'O or) v. 1 ��G n�mm _�z 49.2`t � �^�� nm r � s .B n �� ze25 "4 n 5 � j K Q mm ze z zea.B m � \ n J �4 N�Wn n F 230•., oW g . kI _ S q m FS kQ _:200 Tlcz S' $0 299't • _I� 37.2E ' g� 2z.0• x 1\ 1 (1�k'G 1zBer oo _ oo 121 - •.� _ /� 159 "� 7 7 m4 S _ 012. '�y/\G ro.B i IN.' F.L 17O 1/ 1 OF M, oo� G�y�G fuJO`L MIN ,283.9 i -....-.. _ _� y FS oo npm ?R -12BB1 -.L.� .. ..._-._-t%NM: 0.1 nd' FS.. b\N • vs 'T 1.2 I,\ x _ 182 z � O o ^ V �m 'mom ^ U� FL -OI 12B'L8 n� OF 41.0E GF m FL-GB n 0.]' O J t\, e., y FL 18� MLL U -� W N m - W m Di n„ 00 Ni ^1 �� Fso� mm� ao.9' a4 GF N V l0. z3D � h \ 11 O^ r.z NsuLL _ i 37.2't p meh �LLUry 22.0' O ��G 21.0' �m�� me =� . m U m n u �N 21.0' N O ry H • _x v..h-'n ^. FS, 0 F4 28.9Y � IL Q mm s.zfix N�o NIA T x o • no ^3 _ 29.ot s -- IzazP eslx .I 38.2E p � 0 S Fs �� N \ ww 55.0E 21.o' W ^� 49.2t x X oLL� _. ,� � FB ,� �� �LL�m 11.61R r r a " IL ao.1't I n + 4 ti tiG \ ® 1ze,.z Izaxo Izaa 1 Q _. m m W 0 lzaar a rvL © _ _..." �'� '7' oo _p _ .o I - oo _� G9 ^0 FL B FLx d'i�o U^ s R � a� k F R MIY 157 160 G 169 172 M,N ___ ro -- -ems ` i ^�� I IR MIN.* -...- X MIN �+p �G 'D Q m ® ,_ m ^ ^�. /' m FL FL-GS FO (bry• "U H m� - b1 0b- / ® � y� �� �� o � 39.o't ® gl. G 184 ^LL' 43.7t 44.83 FL m s r��G(^ �.__ - �� ro rvm Bic \ G ro Ip=_ 1�G nn0� 11a1.) � m 31.7E mzu'i_ u"in FLL 12&1I e.0 ,sBaz M ® �Y N Fza26 f�OG / I,�H g 77t © 12Bas \LI ^(� 2sx W �y�G FS Q�m q I Q^^ � R�G •'L m _� NI - Q hm "\ �� 12828 n" mm 29. t 55.0Y , x N m Fs Fs x " " - n w u n m 21.7' 20.7 tom o 2.St 3 „d•mry FS O 4^^� B • - S 32.8't 5 iI, -12530 I. Yi Q �a �• O o�^ � ¢ - f2B4.7 x • =' ryG //'1 m 27.0't S F4 u �i 12922 1 vl 20.7' l/ J o� 12., o ^CUn goo FS S m� IFS 21.11 �m W ti Q 0 0o FL. 15� 1 61 F FS og 173 oS 43.OY Iw S J o U o� 0 f2B,.1 I FS -^rOy T�� •..i%MIN. IIBCi �nl FS _.-F6• 0.1 '-- 21.2Y 1 FL 0.6x Nip I 12ffiB ^ 2 �W A6 -_� m aU W. _.. G.1' 21.2Y F�- �- -n.. N�o�. Q 2' h,. F.L f2A9 01 GF X ��^O. f2620 �f2849 M \FB'��j m l! / m 21.22 10 �n. o� ti� o o�� 1' �3i 27.03 F�OF np I �� `--rS 10.0 m m _ 8 rzs„ O - C m S� zoo � Fs "3 mm pp 9 N n 22.0' �� - m C 12828�. C7.��G �.. \ rvm a� m-33.2't 332 �LL�n� n� / � �/��10j�'._..� 39.0�� '\ry'�G ���' f2e1.5 '\ o �x_x o oy}i r'L i 4x. 1 Lsi _ � n ry.ry0 G - Izms 12eao g '� ..-� ✓� ^G ..�„ .. \ Ix MIN. F� Fa 6` � Ix N. ��� M - FL-GB __!k AIIA- FL � o � y[ BOG ryf0 ' J'- O 00 \ N 155 167 174 179 186 ^A"- 22.0' 1°! `x0,+ c,�, -\ mo ILL Q �,. GfFOig y f 45 f'' \ �2. Q' 2a:S 7 I � GfF&}9h GfT R05 4'L025 9� \,. � \ / 'ce s 1 e•t a � ,Ge \c ; ,� c' / \�0 ,.ro• w 1 ' ,, p aos• '� �. I n :.-20 FSm4., 1 aG-O 17.7�t �ry�� 4 N� qa P. A� \_- 22(• 0]'`5 '^• '92'az9 .. ,A• D(P 4'I Z�",10 65 1 V, 1•C � m ^ ?gr Y'. O'tr5 s 05. 23. t lea✓ n� .4 15 =� mo ,.•. -. 105 9h \ '�110n. ? s k '�`'90 /C e`705' P9 s1 'A2e O�� \Y p0o 4q0 PPOs`7 _. -�iRMIN \ AB*�n1030 P� d 19. 't D'ba, �4r n c ` PPO `M1 0 ' s'` 19. 't ® �� 9/ ja�rg 4 � P f I 4s \;• f�'' <R' �.' SEMENT� ,v G =le 26. MN.. ; o, �6 S.D. �r... �` o '® �'R°9� 'a .. $� F ®AMA' *Ma+ 11P a1.z•t " o �Q,aW mm m '� G _. k 29.2't 20.0' i 4 12R'1 Oa EASEME F. M B x .w / .%� �'� � I� O +% p / � � ,1��r, I ! m n w s �I�m �.IZBzu •,r� ; I^ 15.�_ -�-_-- ' - _ _ - 1 - -_ <_ __-_ _ 1�'�7 2S__- °� 1 6 _ _ >77 - - - 1 164 -- �54 6e -- o 65 " FL _1 :-0 --- - ---------- ------- --- --- - - - --- -- -_-- -- -- -- -- ------- --- - - -- - - --_ --- --- o � x �Zg000.5g ---- -- - - ---- --- - - - ---- --- - KEYSTONE RET. WALL SECONDARY STORM DRAIN y uIV10N _ 7ti R "L BUILT PER ROUGH GRADING PLAN TRAcr i5' DRAINAGE ESMT. TO H.O.A. OUTLET BE MAINTAINED, `` - \ '�k 0 54% ^ BOUNDARY CONSTRUCTED PER ROUGH GRADE PLAN. sc I CONSTRUCTION NOTES 9�F 0 �-CONSTRUCT DRIVEWAY PER MODIFIED STD. 207 DETAIL ON SHEET 1 00 Qp ! Do--INSTALL SINGLE ROW OF LOT SANDBAGS PER TYPICAL LOT DETAIL ON SHEET 1 �+ mr\ to NOTICE TO CONTRACTOR REVISIONS: APPROVED PREPARED BY: CITY OF LAKE ELSINORE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILItt OFESSI -_ IT H U IN SAKE R E ASSOCIATESI N �' FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION 0'THIS BENCHMARK PR A. ONq EDWARD//�H R.C.E. NO. 59089 ,ila`v. I R V I N E . I N C '�9SEE �N��. D PLAN 8A nm 0 o Mq , - �� PLANNING • ENGINEERING • SURVEYING � C.��� i,t4ii 11 �L � PLA�9 ,V PROJECT,INCLUDING SAFETY OF ALL PERSONS AND PROPERTY:THAT THIS y3,P� '1'o F REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL DESIGNATION:EL-3-80 EL. 1265.21 DATE: 8-26-80 o o c DATE: .S"-07 Three H hes Irrne,U 92618 PH:(949)583g010 f%:(949)58Y0759 _ OF WORKING HOURS;AND THAT THE CONTRACTOR SHALL DEFEND,INDEMNIFY AND i 1 2"ALUMINUM CAP IN 6"CONCRETE COLLAR rn HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, c� No. 59089 m Q REVISE PLOTING FOR LOTS: 180, 182, 183, AND 187. p1� p THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH PREPARED FOR: s REAL OR ALLEGED,IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS FROM THE INTERSECTION OF CORYDON STREET&MISSION TR.SW 0.5 MI. w E.P.os/oo/w s THE APPROPRIATE CONI'ITIONS OF DEVELOPMENT AND/OR NEW SHEET.ALL FINISHED FLOORS REVISED TO REFLECT PROJECT,EXCEPTING FOR LIABILITY ARISING FROM THE SOLE,NEGLIGENCE ALONG CORYDON SL TO PP,�75275;81'3 W'LY OF PP75257,54't WILY Q K.T. 12/16/05 CITY AND STATE LAWS, AND A PERMIT CAN BE ISSUED. SCALE: 1"=30' KB HOME COASTAL INC. SHEETS OF THE OWNER OR THE ENGINEER. OF C/L OF CORYDON ST.,25'f WILY OF PROPERTY FENCE INTERSECTION, sryT CIVIL 0�?`P MARK B"S B SECTION -ALLD SRIPnON BY APPR DATE 12235 EL CAMINO REAL EXISTING UNDERGROUND UTILITIES ARE AS PER AVAILABLE RECORDS.THE 2'tS OF A 5-STRAND BARB-WIRE FENCE; 1'±S OF SURVEY MARKER POST FOFCA W SAN DIEGO, CA 92130 CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFI'ING THE ACTUAL LOCATION DESIGNED BY: DRAWN BY: KEN A.SEUMALO RCE#56915 EXP 6-30-2005 IN THE FIELD. CHECKED BY: PROJECT MANAGER: CITY ENGINEER DATE: AUG 2004 (858) 259-6000 �W1.0.2399-30846 KB HOME F.D. FILE N0. Cp(�'%O F:\0021\Engineering\7R_30846\Grd_Precise\Production\SHTOB.dwg