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HomeMy WebLinkAboutTR353371-1, -2, -3, -4 & -5 RGP pg.10 5$2 ��- ;�1 %v/ \ / P- 754a.2 1.5 Fc 6 \ CONSTRUCTION NOTES 1 I P= 1532.5 PER ORM DRAI'G 15LA �h ��, ;.'� > ,i \ Og 23 7 \1 Ol-�CONSTRUCT V-DITCH PER DETAIL C,SHEET 4 56-2' i /� / G9-� j owl N CONSTRUCT 6'TERRACE DRAIN PER DETAIL D, SHEET 4 _ ^J o \ 1 '. _ / �7 -/ �': \ 3a-CONSTRUCT 12'TERRACE DRAIN PER DETAIL D,SHEET 4 o � ;�.��"��� • p 0 3p 60 �� P--1534.E y -/ �V 70L,"/ V 572 \ / *62-/ P 72 1 ®-CONSTRUCT DOWN DRA/NIV-DITCH PER DETAIL C, SHEET 4 1 o - 11 ,v V P 1541 4 \ S. - CONSTRUCT TERRACE DRAIN TO DOWN DRAIN TRANS7710N PER DETAIL E, P 1533.E �9 - o ip 2 y ti \ \\ STORM DRAIN.LA C I v SHEET 4 58Z' `= - -. / a. PP o 3 A-ST PER STORM \ V A c 5p. / �'' � -�` 11 CONSTRUCT SPLASH WALL PER DETAIL A,SHEET 4 - -' P- 1534.2 IS � DRAIN PLAN \ + - -- 1p3•p7 A° S�� A 'A`: 12 CONSTRUCT RCFC&WCD DROP INLET C87 10 MOD/PIED PER DETAIL ON *58-'/ V A \�, q ./ SHEETS 2'.1 o.P= 1534.E y y 50• r.¢6 O yyjl s\ \ P=J537.8 4.3� 7$4?2 \�., �\ 1.01-1 N o q 60-2 ,o y '�'. PD 'wo\ y \ // /. I'\C �1 n63-/ P= 1542E -\- 'o*P= 7535? o o0 22 50 50 y P q -7 \ h�. ":\\. /./ii / III P= 15422 \\ sA PADS THAT REQUIRE GREA7FR THAN 40 FEET OF DESIGN FILL • ./ y 10/ 2 o I \ -1 W7LL BE MONITORED BY THE GEOTECHN/CAL ENGINEER FOR *6/-2 0_ �p0 3Z4 Q y y P= 15325 ) y i/2p 60 Ill 1p 114.32 Tc >�yoe 1 102.60r 1 SETTLEMENT PRIOR TO GE07ECHNICAL RELEASE FOR CONS7RUC7/0N. P 1535E 11 y y 5 ' 6 50 may- STORM DRAIN / \ 106 2 y N STORM DRAIN LAT �1Mi 7� ,� y ;�A-12"PER STORM 100-:1 I * D y DRA/N PLAN `o' q I R3 `A -/ v -14'PER STORM PP Sp.Dp 21 h 5p P= 1533 0 7SJ c <G No 5�4/ 14. �G'2 {l7-/ I w a I n �\ 9 P= 1536:2 ORA/N PLAN - 50'i iG�j>Li b' \ '1 "o.. />O'p ,�ti ff y'o•V y P- 15333 N,. ti^ y / y '0'OK Via'\ Jlv.1 f0 P- 1543.0105-2 632.N S70R DRAIN LINE A" 1 'ol I PER STORM -/ P= 153 6 DRAIN PLANy a 5 y 104 64- o M~ y`o P- 1534.0 F�'<' b zo' 1 7 y 50p '7 50 yy Q !�.. �'�2.77' 116.41• I u ��, "vI 103.17" DRAIN / 7533. y y 1 y \ 1 I I I I u I 99-1 I -L7"PER ST RM /032 'n F cy0`,�- I ,, / y y/12s. \ ��G 56-1 65-/ ' P= 1543.7 :RAIN PLAN P= 1534.4 -`q y y / \ F > I 1 -.. 0 G� 50>5,, y -/ 1:I >,s ,, 1 I 1 1G /La55 S3¢96 iy /02 2 y / /y \~ 1-7 \� I 1 o N 10535' �M11` P= 1535D "'' j ls. y/ n m >s h,V iPp0 10 - 1O w' yy h /"S/�. 'v`?/ 66g 1� P=.f54�8. I iJ j\ / - -� \ 110.?4' Tc. 1 I y. 5p54 iy P 15354 N y� j/51 2 2.0% �� I, 98-/ I h / 549 PROJECT BOUNDARY 1 - 15350 1 1 101.18' 66-1 160' o i w I SCALE 1' 40' .. /00 2 `+_ y - I o •o t o P=-1544.3 0 11 : N FG -. __1 hh'G � ` o 1 20 20 1 1 P= 1536.0 �j PD�Pyd i \oq / .\ -`_ I C 'l "N I P= 1544:3 oo >3, o I d o I 0 40 80 120 160 Q 1 55-/ y 98.2 -N I 97-1 �I ij / P= 1537.0 _ 6f J. o . "'I I m P='�1 'S. � ,r 3.,dj o� / 2-/ �I � p1ti ,�.. '--T-� o .;I P= 1544.7 1 3 I'v 97-Z \753E /� l 4 55' q _ P= 1544.9 19 o 4 rn 'n b e l P= 1556.E " SG h./ 107.00 _ _ 0 -`° >A L. ... j51 cn _ �7 P= 15J7.4 N - Cv f i � 4 j s _ `�.T-�_ /;n a STORM DRAIN LINE A--3" 6 c`ti 6 2 STORM DRAIN PLAN ti s BI . -,- 5 _ `_T P= 1556.7 72250'54-1 'OO-/ 10.: ,S0 0 •y0.. � I IcUn '�`G I P= 1545.E 1 o p.�G G��G 1 . 3-1 1 56/"1383% 11 58•�� S¢ // ss � l P- 1562:5 - � ^ 5 1G ��_ 1� STORM.DRAIN LAT A 6 •' _['''/�''> - - I - '" .�O /-. /~✓�\ P O / •vO. / 1Op57' \ PER STORM DRAIN 53.1 P= 1562.E 3 I 69-1 o c - - v no 6.85' 1 FG "�o �.13 \ N V / 4' I/ .. 4- 1 P= 1568.4 \5. 7 96=1 -__ 41 / �/ 52- M 23-� 4 yob m1 I ��V o� �I F I 70`7 p V A !A i o .Sg g8• P= 156$5 \.A_ 24-1-/ 0 ./ \\ 110 22-1 \ \o' 2$-1 o I I P= 15735 ��5 G 1 V A PAD P= 1590.3 h°G I 1 o s' 1 17p s 151.32' 95-/ 0 1 I 11 v 7 I -_L7M/T \ F h m OOP - S - 1 0 P= 1548.5 `OZ-45 1 11, P_ \ 136g9 \\j.1 _ =_ J / 'o o R• / / /. .r 1 15B30. 1' [P= 1. 6 51-1 P- 1-1 1 100.64' N _ ~ C� - 1 'fry STORM DRAIN LAT A-7 =. 15 ��\ .: : '\ 1 `-8 _: y1 �/e P- 1573E to o 1 49.79' ,�� �'i i 6-/ I SG J 4 ----- --^ w .' PER STORM DRAIN PLAN h o\ 21 1 P= ls7za /N 51��1 - =- j 1 .18' o 94-1 \\ N 1'1, 0 V I P= 1590.5 1 1 vl 1 110.11 \ 20 ,h0.��. I �, 1.,I 1 ti. c ,o I O P 1549.5 - 5a� / 15778 1 72-1 1A 1 101.66' .N 1 1 ----/ 6 1 1 G(� P 1550,2 + 100.89' �h- 1'h0 .19 ,J 9A5 �ye8c: 1 1 12g7 5�.1G /_ 50-/ ,5$�G o r' 20-1 1 j i � 15777 / �---___ Ii 93-1 H / P=:..159.7 0 �; 1 7/ l.� 15. _- a> to > 7.. hl P= 1550.5 43-1 (JI �1 i �P= 1580:2 /'� TG I - " �' ��� N© 1 a lw Ted 15311 \\� ✓ S \ �I 11 0, P- 75878 q 1 L 1 '42-/ � 0� 10 -- $ �1 75F� � 1 ��a` � 73-1• I a m tl 1 ZG 31 _ ti I1 FG AO_, G P- 1551.E I 1 1 � \ P= 1586:5 110 1 1G I /Y f/ I/'C L I I .. _ -- h1.�G I n� 49-1 1 1 --4.1.1 .. 1\ o I : `lg l „I ,.. ,. : � � � ,1- P= 1580.8 OI .ry,1 l 1 a+'"' �I g 1 ,. .� \ \-,• o P= .1 4.1 y�e 191 0 l ti a l 7q6 , 1 910 92-1 0'1 � p V\4\ V 6339� � I II -1 1581.E ,,n o I \ A : I P= 7582.1- 64.80 15011 s 108.3E 7 I ry opg I.:„�I 1582 F7 4 TW 74 5_�:fG P=r i MARK REVISIONS APPR. DA 7E THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIA 7F PREPARED BY. SEAL "AS BUILT" SHEET NO. COND1770NS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN fNCJNf6PlNG 357 N. SHERIDAN STREET Q�OFESS,oN CITY OF LAKE fLSINORE 10 FOUND ACCEPTABLE SUIIF 117 �o s 4( RCE EXP. DA 7E LAND PLANNING CORONA, CALIFORNIA 92880 �e�P //�"9po�� REVIEWED BY: ROUGH GRADING PLAN TEL. (951f 279-1800 SURVEYING FAX(951)279-4380 No.65931 m FOR TRACTS 35337.1,JW7•2,35337.4 25 sHTs Engineering,Inc. * * INSPECTOR DA 7E OF c SCALE., BENCH MARK: 35337"4,AND 35337-5 r crv1� - FILE N0. KEN A. SEUMALO,RCE No. 56915 DATE "grFpF CAU � CITY ENGINEER C. 3- -I� DA7E.. - CITY OF LAKE ELSINORE FARRIS N.HADDAD R.C.E.NO..659J1 DA7E 0, g '.12653241Fnal1Gm9ng-gn I-I:2 3,a,51--RI-FGP-35SI]Pnl-010.a.g p 324-PU✓-FGP-S53DPHI-Ot0 SaueJ /2013 111 11 111'.J//%OIJ aST Pu y Pablr�:9,own