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HomeMy WebLinkAboutTR353371-1, -2, -3, -4 & -5 RGP pg.16 p 5-3 -- I i 2 T, *56�L� w 78.8 FG 1 1 i Sa I to *CC STORM DRAIN LINE •9 a _ Irn .J'4 79_7 Tl=o 1 .20 1 "k .PER STOR -. ro 1 P- 15777 I q _78.4 FG o a-�k. �.... hL0 - T' 70-3.. "' _ 6.3 _ A N o�.. �� 105.30 '�;3'� I 100.00' 2 U, t-, ' �• r,r��� �,�V� A;� vC:� v ss ; r�� ri�■rl■r s�ir■� � ■ ■■�r�� � � 1 P= 1558.E 69-3 II �� STORM DRAIN LA IS"C-5'& 1 ..�-In *.Ej.4 1 \ v I "C-6"PER STORM DRAIN PLAN v U \ P- 15638 1L �. 95.02' '_ P=. f57$Q Is>jp0 DER SiQEW LK:' �\ 7`53.g �..._ _... \oa 'S .\� i,// �, - ..rs>' I~a 8.-:_I\ `v C`, W RKWAY DR/N 100.6EPER S Y . WEME&I PLAT I \ 1563.3 y_ res ' `sus o *T^t� 1' E. `4 •Ss> r�,'E? 11 �e'o2 I P= 1578.5 79.5 \ I Fsg3 8 3 78.5 .1'= 1568.2 Vv .39 �' ��j _..--- '�: _,I ,� i / v1 -- - - i �2 1 Q2.20 STORM.DRAIN LATS 1. F�' \ ;,\ "l � i i':. ,' � �,'• \ �\ � >�/ � -3'&G-4"PER STORM•DRAIN PCA 544- ' I i 20 v I P= - s 1 i �.�„ j p n ...b?-��' .�/ ,....1 •.I U 'Q 'r v s 1 •- I: v P=.358L5 I 93 \ c\6&3 I iw 83.8 I P= 15731' I �L P= 1575:8 I I S8j - AA v r a - s - 10 - _. 9-4VRA P= 1567E Tse� sd 1 v A 3- 1�, y �1 F \ ,h ,, ,, .,.� _Sj 1 Q 5 4 ,o D _ w 673 V. 70 _ A � 1DaOO 10-4 P= 1593 • �-- 10 60 , , • 66-3 r 52-4 Cif I L' P- lssza 1 20 �0 _ 1 P= 1591.s Lw I j5 � _ � _ � -- s9, ✓-. �, .� 614 .63 `� ,- • 102 : � 1 rye -. 108.10 - -_..,.-;- \ rp s1�S7 9 1 - --`- �0,� IA <', , � ; /2.3 A 65 - - 1� I A ---- ,., . � ' � . �� � j/ � � I I � I. � , � 514 V•�. ��-4 Lrn 5 ?. 1 ,..._ - cn o P- 1600.7 I o 159. _ o �1 PER s� -2 ass �e 0 1 A P= lssz3 \ �� © *PROWFMENT PLA 108,87b4-3.-. ;i_ 15'}2 43 w'/_ �,.. �..... � n 1 P= 1594.1 12-4 50-4 \ P= 1606.4 .u q v 1 of x rc n-,� ,rye [\ \ dr�4' P= 7596. �I-� I 633 \ Op 6 6 J V 1645.11 j . .115. , i _ �4__ i 49-4 13-4 �' '� I P 1612.E A 4 \ 3 h P=., 0 o - �,a ,,y ,�� 1. T HUNG 1599. �h.FG r-I 62 3 `ol --- y �/ - /1 '190 /4-4 -24.0 ryy `\, i 35• 35' 1 - I .�• I i�',,. ....�T 1 Q ,/ 79.7E F \ 3 it 2, 4V""t , _ P- 7619.7 �.. G 8 a...:. 6 2 8 f:.. ti q I,,l '�_,' P I I� I 6/3 \ `"•;p. , N \ 3� 1 h \ �� 6 P= 1602.0 1501.4 CONSTRUCTION NOTES 11 CONSTRUCT SPLASH WALL PER DETAIL A,SHEET 4 (D-CONSTRUCT V-DITCH PER DETAIL C,SHEET 4 12 CONSTRUCT RCFC&WCD DROP INLET C8110 MODIFIED PER DETAIL ON SHEET 5 to-CONSTRUCT 6'TERRACE DRAIN PER DETAIL D,SHEET 4 /5 CONSTRUCT RETAINING WALL(PER SEPARATE PERMIT) * PADS THAT REQUIRE GREA 7ER THAN 40 FEET OF DESIGN FILL WILMONITORED BY GTHE GE 7EC NICAL ENGINEER E FOR CONSTRUCTION. o-CONS7RUCT 12'TERRACE DRAIN PER DETAIL D, SHEET 4 18 CONSTRUCT 4"DECOMPOSED GRAN17E TRAIL,ROAD,DR/b£WAY PER DETAIL U,SHEET 4 TILEM R O 4o-CONSTRUCT DOWN DRA/N/V--DITCH PER DETAIL C, SHEET 4 19 CONSTRUCT RECTANGULAR CHANNEL PER DETAIL J,SHEET 4 SCALE 1"=40' Go-CONS7RUCT 7ERRACE DRAIN TO DOWN DRAIN 7RANS177ON PER DETAIL E, SHEET 4 20 CONSTRUCT V-DITCH TO RECTANGULAR CHANNEL PER DETAIL Z,SHEET 3 0 40 80 120 160 1D INSTALL 9'A7R/UM DRAIN&4"PVC PIPE o-CONS7RUCT TOE OF SLOPE DITCH PER DETAIL W, SHEET 4 MARK REVISIONS APPR. DA 7E PREPARED BY., SEAL AS BUILT" SHEET NO. THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH APPROPRIATE CITY Of LAKE EL51NORE 16 SUl7E 117 CONDI RONS OF DEVELOPMENT AND/OR CITY AND STATE LAWSS A AND HAVE BEEN ENGINEER/NC 357 N. SHERIDAN STREET QROFESs/oN O N. a( FOUND ACCEPTABLE , N RCE EXP. DAIS 1 LAND PLWNING CORONA, CALIFORNIA 92880 ��pP" '�o�� RENEWED BY' ROUGH GRADING PLAN 7EL. (951)279-1800 4 J}( ra m SURVEYING FAX(951)279-4380 4..65931 2 MR TRAM 353374 35337.2,35337.-1 /J /// 3J INSPECTOR DATE 35337.4,AND 35337"5 of 2'5 stirs O3/L Ll � /m sT9T ��P BENCH MARK: FILE N0, KEN A. SEUMALO,RCE No.56915 Q DATE foFCAUF° SCALE CITY ENGINEER S-�3-13 DA7E• CITY OF LAKE ELSINORE FARRI .CE NO..035931 DA7E 0, g �! .!�Fai\',-� rg 1..M13.1 9,J,4. I'u� AG'-3S3 -Oi g y ut 32e P.0 FGP J533]Fnl-Oi6 Sarcd:3/5%O�J tR20 AM Profleo:�%0�3�ROJ nM y ogee!Y".n