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HomeMy WebLinkAboutTR353371-1, -2, -3, -4 & -5 RGP pg.17 * PADS THAT REQUIRE GREATER THAN 40 FEET OF DESIGN FILL WILL BE MONITORED BY THE GE07ECHN/CAL ENGINEER FOR SETILEMENT PR/OR TO GE07ECHNICAL RELEASE FOR CONSTRUCTION. 1 ( ld 0. ,u 116.oi P= 1608.E i F oQ (JL•� �I B \ N sos I 599 � �_` NSTRUCTION NOTES p`3S 0 -\ • o-CONSTRUCT V-DITCH PER DETAIL C, SHEET 4 w 1 - \ 5. 6 :. 1 CONS7RUCT 6'TERRACE DRAIN PER DETAIL D, it""T ,, vs. •2I _ Vr p8J �9�9 M TCHL---= w... ,\.. 0 . '� j7 / SHEET 4 c, _ - 1 {� ,/ �' C a 1 14-4-- 240 7yy \ 162 \\.. 1 -" Fl 3 CONS7RUCT 12'TERRACE DRAIN PER DETAIL D, SHEET 4 II Iw 4V-'T \\� 1.. . P_ 16197 79 j FG \ 3 "-\\ 2. ?T 8 CONSTRUCT DOWN DRAIN -DITCH PER DETAIL C, I 16 3 ` 1 I 1 �w ° I _.V7-3 i.. .��.. 4 SHEET4 N P 16"1.4 - A I �.. .. � .p 1_. row' \.� _ 8• 08. 4 T TERRACE DRAIN TO DOWN DRAIN A. ) CONSTRUC ' � �IRANS/T/ON PER DETAIL£,SHEET 4 IN TO V--DITCH 7RANSIA / }o. II I �, "`�\ /1,L°0� 1 3, o PER DETAIL&SHEET 4 ON �8ov,. .o 384' �� 102 p0 \ , 2 FG ., 7 - 6 �� FL. • '7? I s �„I. 13 rn 15-L� 28• / y 7 0 - 7 - 1 17 CONSTRUCT SPLASH WALL PER DETAIL A, SHEET 4 ✓ I i� �o '._°i. 1 �� \N�n ;� 4 �.k�- 3 CONSTRUCT 10'X10X7.5'RIPRAP PER DETAIL F, P.= 16024 ,I w„ 1 .47-4 \a'' P= 1628.2 ' / Fl 2 J >\.... 13 SHEET f� 1 \ �\ 1620E, \ �\ 2 �� 60-3 \ w. P 1618.9 ji_. ?7 TC \ N // / /T� .�,_. \, 63�+ � �� -_ 9'. �� CONSTRUCT RETAINING WALL(PER SEPARATE �e.�w r l P= 16029 \ ,. / / \..... A -:,N /1�0 //, \.. 06t ,�� 36 ; 15 PERMIT) 100:3s i gymV - oAa, / /1 / -r�, ,al�, �, 458� \ ," 'w\ '..,� ,✓ �l `'o �\ / -. � / 71 �,/ x..���. 4y �� "�- � �� ,'" 18 CONSTRUCT 4"DECOMPOSED GRANITE TRAIL,ROAD, 164 / n°'w 4' ,.,1 2 '?.•1 - ' DRIVEWAY PER DETAIL U SHEET 4 ,.A 1 lu- P= 16350 �./'o / �?p / �� CONSTRUCT V-DITCH TO RECTANGULAR CHANNEL �� I ,'. P= 1603.3 1 \ _ \ / i \ 1622B0 •-�` 7<_, //a / / � �:...�� :Z" 6 ��„ PER DETAIL Z,SHEET 3 59 3 46-4 17-4 P= 16027 P=.. 16235 /, 'LO - _9.0 `s�A Ud1ip `�l ..P= 638:0 //ryh 7 / 4 DISPMOVE N NOTES / �'� � ��� � - P R07ECT IN PLACE R9 F - \ .$ / //. \2�.. 1627.3 1y 3gg3„ ../... \ //. P- 1640.5 (/1w ��" / //1� 58 3 ` a ' / 45-4 / 3 6339 ? / 19-4 9• P= 162&O / s4,p, j6 i6 " ,,15 1.5 OA en c a P-.7601.7 ��j �\ s ��.\ ^ry 20-4 �o 44-4* " `I _F 1s 63g8 Tpp• l \ s. .a \ o 1 h 5v� \ 203 P= 16435 P= 1602E TC � �s / /,,�0 P= 16323 / a� 4s T t ssg� 57-3a4T�i,T' ' 9�g` ,63�� �. P274 o q \ P=: 1599.7 ` / �' 3�. A = ,643.5 ry 3 / 16 70 � .. hx� 159B) *43-4 �T 6 Epp`� 22-4 *2/-3 \>. : TC, yQ o 1. o�\ /. 11\ "r' V �\�8 /// ]P= 16357 f" )63TQ5\ y6, 0 ��.. - P= 16429 1fi-1.6... .1'V3 �- �\ / �.. ,� p0 / ..FAO• s\ 6 / 0 42-4 03-4 \ s N* 4y. \ \ O - \� 1• >596g P= 1598.2 �g2 2y / /�. P= 1638.7 o06 Ts9zTs �o O - 9 / / o° p e -\ *223 98B F71y /p`V 41--tA �� �� `O ryp '0 yg41� o4p•�� X �\ JP= 1600E P= 1641.7. /lO �\ 6poo j641C � 4U-4 6p Tc O pry 39'4 55•3 Xr 1�j151S,4.4 5495 sp pry -� \�gOoo\ a \ 1594,7 �, \ / ® �� 2 u 8 U.y1iT�. 9 -J \ TC :.\ / o, �, P= 164J.51sp 1C J °p NDER SIDEWALK 374 \� ��. \ \• /' -\� `o\ / -U k0 � / �� '/ ��600' '`�' PARKWAY DRAIN n� r. _ \ 0 PER STREET 9 0 ,� ' 3 \ \\Q 1p1•o \\ _ t59.TB6 15933 \\IoPROVEMENTPLAN 53-J 5 TC \'90 P= 1594.3 P t 43. 36 25� TC l Ali P= r- \ V A 1596.3 V``sQ o �\ ' \ \�`;�000' P= 1593.9 59 SCALE 1'=40" O1 51'J P 5955 159T8t 0 40 80 120 160 \ SIING C \s� 5 - EXIST-, EXISTING, \ \ ..BUILDING L^J' 0 \\ 923 Oop � 5Q>� a" ZFENCE. . \ 1p�,�, 4's�i 1592C 0 15 T,,.. \\ \ 15 �. *273 �� T ST o Spo o - �S'�FF -•1 \ p P= 1594.9 .9J• ` ,�p 493 '�. ]2`\., , �' / N .32-4 / A 0 1592 30 1591G p i R ,�o 9A _ ' P= 1638.7 •: P= 15932 �01e� v� 2•y ,V � ry -3 48-3 `� �� IV Z :� :.�BUILDIN V A s`s *28 r P= 1594.5 So 1592 TC \ ��__ 'V P= 15927 6 ?3g28 `v *293 15IV 91 1d 159y•591 3 p . 26.48'. �A✓N_.� syT / P=. 1594.2 �o;�Oov T �iC. Td' ��:°qo - 9� `� 15928 �Tg �ol�, G 473 ,. v F� i; 9j�, ,p ry ,� V V ��9s• ,�0� *303 Xrip y591 40 1591 �i�Tr P= 15 24 1h A :Lry CFSS EX/STING .3 \ so G TC .8• 7 -- �.,� ❑A FENCE. 2� �, P= 15939.�� oo T rs \ \, ti `�° /�3..... C 313 /L �� As 590.7 l��\ "4YV 3.. 19�� \ P- 1614.8 �11 1�... i .... ;� P= 1593 b0' ro ss p � p0 � TG 15920 A•. � /�� 134 m A 1 \ \ J / 1 �, 32 3 590.4 yv 45-3 vv � � �' e _7C � � ��� /� ��� �� 33 3 UNDER SID�DYg�L�C' 1590 \" ✓�L/IJ��L Y`" �fJ E Tc s V P= 1613E v2 p X, ." --. ' � � �`"���" g 1 IMPROIEM€NT PLANI 161321' °0 A, 1,SgB - P 105.02' MA T D L JNE' �� � �1 `�= TC . A -- 78-3 MARK REVISIONS APPR. DA 7E THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE WITH THE APPROPRIA IF PREPARED BY., SEAL "AS BUILT" SHEET NO. COND17IONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN ENGINEERING 357 N. SHERIDAN STREET QRaFESS,oN CITY Of LAKE EL51NORE 17 FOUND ACCEPTABLE SUI7E 117 K 4o\ N.y'9cF RCE EXP. DA 7E LAND PLANNING CORONA, CALIFORNIA 92880 ��Q /�4po REVIEWED BY: ROUGH GRADING PIAN TEL. (951)279-1800 SURVEYING FAX(951)279-4380 016.6 931 A FOR TRACTS 35337.1,353371,353373y OF 25 SHIS Engineering,Inc. * * INSPECTOR DATE 35337�4,AND 353375 Q 03/1(/0(3 ,r CIV1� P - SCALE' BENCH MARK: FILE N0. T KEN A. S£UMALO,RCE No.56915 DA 7E srfpp CAL�FOQ'� CITY ENGINEER + -" DATE• - CITY OF LAKE ELSINOREav FARRI V DAD R.CE N0.65931 DATE o. n 1 12evz<Ann"nc om„y reo,yn 13v3�-t z�.a,s�3za-Pue-"w-as33iPm-one.P w 3zs-Pw-acv-as333vnr-m3 so�ee-3%/2013,a 15 PI PI-1//20o-7 Au r "m�a e�