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HomeMy WebLinkAboutTR353371-1, -2, -3, -4 & -5 RGP pg.15 /^ �--h�� /Ill)(/ •\ \ / /' 15 S ss0S � ` \5c�0 ���495 14P0 �:pN \ 1630 347-250-00 / \ \ 1625--'�.\� /� rl 6 r Cr ...,,..•.� 162D— '.'-- 3 5 3 /��•� 1465 4\ \ --• ��/ 1605-- - ,• \ 1530 152&-'` S ,ORAIAt- _ `Y &C- .PER-' •'- � TORM D N 2AT;-9' ^ / � � / , ��'' '. - �---- 1 S pp �.isT _ I \ 4.2 ,� CT l�IJ,I19 59 \ 1\ �9 I R -".- _ /� 166 / ' DA)2lGHT LINE 7YP.). -- ST ©EX/Sf/NG FENCE 1 y w \ N8946'17"W 13519` - -� -. --. - 8` ,! / t f 2654.69' .. � Z•b ® o I I \ � �. 2 a,6 ,• - ._ -= ��SP•';i" i i //�: I z e — _ - - 2.•7- / PROJECT BOUNDARYJ _ 1y� �i/ p��, _ - ` � R- 1537.8 II _..\ � - _. - ---'-- -- _____----� ...: 2 � 19. �•� �5-1 `L 153E \ P= 15357 \ tw °n ��. .1 ♦ I - --- --_._� 140.13' _FG'3 \ Q. \ _ .�.\\ a•..�0 13115 / �` �s>> v S\ qi, 1 M - w 60-4 ro'°s. m ' !a */-4 820�; i 7/4"CHECKERED PLATE _ *74'.3 r w P= 1 0.0 ZZ cn \S I " /4 "'ems -o P-:15802 F(,• 5875p / \ - . � `/ _ ` -\ 43 - N a\a P 1541.5 I \ I > ' 132. . " 705.02' fCKEREO P /i 1 - 1/4"CH ATE - *2a \ N\� .. I S 7 10' , A 4 CO SE-1HREAD - -J ~ - - %,' \ I 105.30' >y ,` 'IRAIC 1B 18 1" L'D" I /•��i� P= 1540.1 \Swi` v. - .�\ '. \ COUNTERSINK METAL SCREW I ®12'O.C. v * 2F 2.4 ,.•� ETC I I oI o �'w / P= 1580.2 yp'so �--' TC �3 ? N -P= 1579.5 I I.! - / �. 1/4'CHECKERED PLATE f4O */J`J I \ Io o �'' t` SEE DETAIL SIGHT1-1/2"X -1/2"X 1/4-7 D Q ,. \ P 154fi:2 I I 1 L"FRAM WTH WELDED t!l". OR / / 7� -� EL STRIP _ 0\ II 1D5.3d Ii s>A � rya./ OB6 �s�e�o 2 3/B"X1/4"� c _ - � STE ®� . SV-4 *3.4 8O.O G ? ¢S EZAINING WALL 7 ? I \ 1 a - \ #7L-J 'uh128 \m N\ \ I 105.30' sus L= 10211` ,2�8p CHANNEL FL n UNDER SIDEWALK DRAIN STEEL PLATE - w.. * 3 \•o . o -.._ s �- P582.50 NTS _ � PLAN P-45 9.4 \o \, i " �. 1.N C III 83.0 TW FL - A ('� D 4 PER ,/ -. - >S© / 3-. \ Q f *574 1q O '°° 79.5FG N W_ A TC L. 1 cn P- 158.6 IY. - ` \ s 18 18 7I *4 4 0 q\ TC *'7�/ 1 v m I ,4 / /-J 9 10 , --56 4 1 v \ •' �.c:-�...\ � ` `',\.� \. � � r ,...r. =,..\ \\\\. - \ i5' /N L7 -3 -__ P .�G t0• _ �.,c \ \\..•\' \ \1;-\ \>., \ \ \STORM - 1560.0 -- �'s - 72 l++Yl AIL < A � 105.30' _ >S:. I 100.00 A * PADS THAT REQUIRE GREATER THAN 40 FEET OF DESIGN nLL CON5TRUCTION NOTES - SEE SHEET NO. 16 WILL BE MONITORED BY THE GE07ECHNICAL ENGINEER FOR SETTLEMENT PRIOR TO GEOTECHNICAL RELEASE FOR CONSTRUCTION. o-CONSTRUCT V-DITCH PER DETAIL C,SHEET 4 15 CONSTRUCT RETAINING WALL(PER SEPARATE PERMIT) to-CONSTRUCT 6'TERRACE DRAIN PER DETAIL D,SHEET 4 I8 CONSTRUCT 4"DECOMPOSED GRAN17F TRAIL,ROAD,DRIVEWAY PER DETAIL U,SHEET 4 DISPOSITION NOTES O4--CONSTRUCT DOWN DRAIN/V-DITCH PER DETAIL C, SHEET 4 /g CONSTRUCT RECTANGULAR CHANNEL PER DETAIL J, SHEET 4 A REMOVE l0 INSTALL 9"ATRIUM DRAIN&4"PVC PIPE o-CONSTRUCT V-DITCH TO RECTANGULAR CHANNEL PER DETAIL Z,SHEET 3 B PROTECT IN PLACE 12 CONSTRUCT RCFC&WC•D DROP INLET CB110 MOD/RED PER DETAIL ON SHEET 5 o-CONSTRUCT TOE OF SLOPE DITCH PER DETAIL W,SHEET 4 SCALE.: 1'=40' 0 40 80 120 160 13 CONSTRUCT 10X10'X1.5'R/PRAP PER DETAIL F,SHEET 4 o-CONSTRUCT UNDER SIDEWALK DRAIN PER DETAIL HEREON MARK RENSIONS APPR, DA7E THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIA 7E PREPARED BY., SEAL "AS BUILT" SHEET NO. COND177ONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN ENQNEER/NG 357 N. SHERIDAN STREET QSOFESSIO, C17Y Of LAKE EL51NORE �5 FOUND ACCEPTABLE SUITE 117 �o N.y 4< RCE EXP. DA 7E 1 LAND PLANNING CORONA, CALIFORNIA 92880 4oa F2c REVIEWED BY ROUGH GRADING PLAN TEL.(951)279-1800 y 4e so m C 5URVMA(G FAX(951)279-4380 65931 A FOR TIPACT535337•4 35337--�35337--.� OF 2J SHI5 ` e Engineering,Inc. * * INSPECTOR DA 7E �r o) 2f tq3 st civic �P SCALE., BENCH MARK. 35337•'4,AND 35337.5 FILE NO. KEN A. SEUMALO,RCE No. 56915 DATE --"-_---- oi CITY ENGINEER Of 3_/3-/3 DA7F.- - CITY OF LAKE ELSINORE FARRIS N.HADDAD a R.C.E. DA Tf Or 9 R 1165J141rnailGmdng ftwgn1J533]—i,2,1 4,51324—PAN— 111 SaroJ 311212073 1-t2 PM Fl,,—3/1212 01J 455 PI Ey and 6,own