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HomeMy WebLinkAboutTR353371-1, -2, -3, -4 & -5 RGP pg.9 -------------- CONSTRUCT/ON NOTES CONSTRUCT DOWNDRA/NI/TRAP. ! „4�Ob ,� - \ \� 1 CHANNEL PER DETAIL HEREON lo-CONSTRUCT V-DITCH PER DETAIL C,SHEET 4 CONSTRUCT 6'TERRACE DRAIN PER DETAIL D, SHEET 4 ----- FL I 5 - 1400 N Iy I / 7 o-CONSTRUCT 12'7ERRACE DRAIN PER DETAIL D, SHEET 4 '----1405-_`�`-�--� � f JFIrF'JS " 4. 2 /�j��� \, •\ '' '� 1 0 �h�'��/ � 4�CONSTRUCT DONN DRA/N/V-DITCH PER DETAIL C,SHEET 4 1 poS p 141 \ o r \ \ 1k�1 \ CONS7RUCT W7FRCEPTOR DRAIN PER DETAIL B,SHEET 4 30 CONSTRUCT TERRACE DRAIN TO DOWN DRAIN 7RANS1770N PER DETAIL E, _`�J�- "'`\_ �-•� \ V \' (1-,�17\� •\ I I CO i -RAP SHEET __ - - \� \\\ ` I I 3 P. CHANNEL PER - - /� \ 7 CON57RUCT TERRACE DRAIN TO V-DITCH 7RANS177ON PER DETAIL E, 14'a �--- \ \ SHEET 4 14 '-."'25 \\ \ PROD T BObW0ARY � �-_� \ � -, ry•Q \ I ` '\ `� I � _ 11 CONS)RUCT SPLASH WALL PER DETAIL A, SHEET 4 1430--- �l� -��- \\ \ \,\� \., , I / 13 CONSTRUCT 10'XIOX1.5'R/PRAP PER DETAIL F,SHEET 4 1440 - �- � - �\ ,\, \� \ \ \ I 17 I.. i 15 CONSTRUCT RETAINING WALL(PER SEPARA IE PERMIT) ---_ ✓/,�--.\ •144$__ _� �/ � \� � 1 ,¢' '\ � O � 18 CONSTRUCT 4"DECOMPOSED GRANITE TRAIL,ROAD,DRIVEWAY PER IgsO------ --"�i� �\ �\ \ J� '2$ 4 I ,YS 4 DETAIL U, SHEET 4 ,--- -.-1460-' 4 1 ,� 7 . 6 T MAIN ��j DISPOSITION NOTES REMOVE 181 PR07ECT IN PLACE 1Ag0 �A J6 C 9� A G \ # PADS THAT REQUIRE GREATER THAN 40 FEET OF DESIGN FILL -• `� 0 mo WILL BE MONITORED BY THE GE07ECHN/CAL ENGINEER FOR 1be 14g0 �- R 7 1 1k0. \1. 1 P \\�6 ) 'CAI SET7LEM£NT PR/OR TO GE07ECHN/CAL RELEASE FOR CONS7RUCRON. 75- I GRADE TO DRAIN \k SLOPE FINISH GRADE ©fX/SPNG FENCE-\\ 7 ,G / c EX/S77N-G E 1' 15.5' 1' .r- 3.5, 1455. 1 y050 FG PRQA£Cr BOUNDARY 7_ 3 \ / w 2�1 - 2 1 9ry5 -I1 cv /� 5 - .��•-- 1 .,, ':-... o'..._. •�.. -. 0 ��o 1k6,�4 T�. ^0. F / �y\SG /O� .� .�. PER DR.W PLAN R/P RAP P. h CHAN.NO7ES PER 7R. 35337 STORM 10` 09 6 14 83�5 DRAIN PLAN ,i qg•$Y \ \ H \,\ TRAIL \ \ ry g 2 , 2 13 RIP"TRIP.CHANNEL 24 2..o >i9B \ N NTS ? FOR\WATER 154¢ \ SEE ADDITONAL DETAILS&NO7ES STd��I0 PAD= 6 \ PER IR.35337 STORM DRAIN PLAN r'4 p i� 64 \ \ \\ \ \N P't 9507.5( \,\ \ Z•1 \ �d� � v 22 2 q/ / N -- \ ^o, P- 1504.0 /10-2 -..://-1 0.5 Vry ary �'VO' 79-2 \ 21.2 \ \\�� \\ \ �\ \\ F ,�� / - \ I P= 1491.5 '70�2 \� P= 15p0.1 \\ \ P LIMIT - 1 o \ AD�19,56 1 y 3.68 L' -. 09ryG 32 �59.60' n'y`G // 15 (G 1 I _, '�. 150.90° \\ .`'�FO ��\ f 1 6" W 6" �`; \ M DRAIN LINE A •�\ . ,h` \y20'G 0 A. PHASE BOUNDARY\ \ \TORM'DRAIN PLAN \ 61 20,i h�0 �. 00.0 56, L- '1- II I I PAD[%M/T C:c6 1�2STORY TC y \\\ PER STDRAIORAIN PLN LINE AAN' \ Z - k q / / ,\ w sxs"x1D'x10 1 1 59.00 3 �� \ �7 I I �`�� I I / l STORM ORAIN'tAZS� y rC */�6`/ � \ \ 50-L 1 ( I 52-2 A-8'& A-9"PER \ 1 P, 1516.E I l STORM DRAIN PLAN `°O o0, 4 59.60'•, \ P= 1511.9 I 1.�' 0 I In P= 1521.3 / -3�/ \ \ \ \ I I pip cIM P- 7507. e /`o 482 \ \ 0 1 1 < I I I I l o P= 1524.4 rc \ / Ir \� \ P- 15G3. 105-1 \ 472 \ '® \ \ \ 1 ,,� I I �� s�� I / \ yl� \ o DOWNLAPAIN/TRAP CHANNEL \ \ \ F�y h�r-,c' °,.I 5 / / �;;" //;",' \ a� `�, P 15 .9 \ \ NTS / " \ \ � \ I c '� 4 ,• � / /;� / / \. ; N � \ > O SEE ADDI770NAL DETAILS&NOTES ,5 \ PER TR. 35337 S70RM DRAIN PLAN c� � 6 cs / � / / � �� 153. A - 5• 'w\ A _ 95.5 V �� V` V A .rC•✓� \ 0 4 � ��... � �"\ KD P= 14sD.s V A LIM�rs ` .2 v yv v v\ v PAD �'e � " �' °" , ;/' °` *60.1 v� 15i� x �.�v �04-Z 'FG 44 2 \� \ �.,� y 011�/ h4 117.79, iI \ \. .. STORM DRAIN LINE PER STORM DRAIN PLAN 2.54 F � \ \ � � -'" v � ,w �•' � P= 15314 ' , �/ \s`'' `� 61-7 \ \ 103.9\ �JSiL P= 1540.2 56-2'� \ 59-/ _ /.3p60 �y P- 1534.E j .. �V`rn• V S7-2' S70RM GRAIN LA7S / '62-7 V A-10&A-11'PER \\\\ P 15410 \ DRAIN PLAN / \ PP�� �~ h Cs9Q q. SCALE' 1'=40" i' &1534.�6 505CJ'/ PER II�'C 1p 00 0 4p 80 120 16p YDRAINq -/i 60D T746 •�'( s\ �� P= 15378 4.35 15g2 \> \ \ 101-7 �, 1 MARK REVISIONS APPR. DA7E THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE W III THE APPROPRIATE PREPARED BY. SEAL AS BUILT" SHEET NO.. CONDI BONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN ENGINEERING 357 N. SHER/DAN STREET oFessip CITY Of LAKE ELSINORE 9 FOUND ACCEPTABLE SUITE 117 N.N. Nqc RCE fXP. DATE JK 1 LAND PLANNING CORONA, CALIFORNIA 92880 ���� qap F�� REVIEWED BY., ROUGH GRADING PLAN .SURMING FAX 951)279-14360 p 4 65s31 ro( A FOR TRACTS 35337•4 35337•2,353373, Engineering,Inc. * * INSPECTOR DALE OF SHTS SCALE., BENCH MARK: FILE AND 353375 FILE N0. KEN A. SEUMALO, RCE No. 56915 DATE lgTf olvt�oR� ClrYENGINEER 3-/3-/3 OvcAUP DALE. CITY OF LAKE ELSINORE FAR R.C.E NO.659.51 DA7E Or n q k IR5�JT41Fnailuoeing FoigrrlJs'JJl-i,1,�4,SU�A-FtN FLP-S5JSIPn1-009.tlw9 topu.J1a-IN-Ff3-JSSJ]PN�-009 $OVtP 3/�1/10�J Seal Pu aia�reA')/i1/10�J 5�5]Pu Y nfnck O.aw�