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HomeMy WebLinkAbout002 PROPOSED TUBULAR STEEL FENCE 69. 13' PER SEPERATE PLAN AND PERMIT ]9, 76' S0.52' 1269.3 51.04' 1269.0 52.38' 1%MIN /FL�HP 1%MIN 3 Z .. _. / _. -.. n N g o� 9 FG �y�' o '\Nl� a 1269.0 TG ^ 3 1269.0 TG v cN 9 1270.1 1268.O0IN 3 P S a�Z 1268.60INV n ���...JJJ 1%MIN FL-HP i' N F1.14P n 1268.5 I. o - - 6 -N N 1%MI_Ni- FL-HP 1%MIN 5.00' 1269.8TG 1268.2TG _i 8 `--_ - I. 1268.871N 3 z /� J iy/ o M\N 3 1268.2TG I I N =a=----- I I g o 3 1h� $. 1266.42INV 3 � 5.73' 1269.31I 6(G 3 I Utz 8 1267.451NV 2II HP I I 2 i / z 66 6>3 126T 5. 0' I 1 I I 1269.8 TG \-12 ® N I 0.0' 0.2' I ae 1 I h --_----- \,� FL 22.78' - II------ I� 1269.3 ED I g 1 i$ I I I 3 1268.921NV g EXISTING PERIMETER WALL i' \�, i 12685 1268.5 8.13'I I$ o I 1 PER SEPARATE PLAN AND PERMIT O /i ° g I I HP HP I Po 2 O I I 1 g ® "I \ 12 P• \ 1000 z �I I I 12 2 2 51 0' HP 6. ' I I�' 1 ED 2 I 0.2' 1269.0 TG 1270.1 + ED 3 1268.451NV ` I:� ED HP 2 3V 1267.85I 3 1 CR �I Q $ /// �g ✓ oO N 0.2' 31267.30E 2 �j 1:2 1267.851N 2 NI. ED 2✓ 2 2.10 14 ED FF=12692 .2 TG .67 i FF=1270.4 7 -I 1268.72 N 3 FF=1271.27 31266 n NV i� J� E06�61 N 3 FF 126g A aR \ 67.3 i 1266.27 NV 3 P=1269.0 i �i" P=1269.8 oil IN 2 P=1270.E 1270.94 /� z 53 P 12 132 11 0) I� 4.R CO "/� �� 3985 12 �\ fL " ------------� 21 1269.3 1269.3 I �h 4 i S \aE I HP 21 N / 12.60' - 1 I N.i g HP a lI to HP-1 -------- 1270.0 1 1 g'I 00 CD , \ v2 \g 126�9 " 1271.5Hp- CDHP I1269,34 1268.5 .h I F'--------- - - - - ^• '' I 4„R HP h I 2 3 1269.0 TG G _ 1268.2 1268.301NV N � 1 Z'r Rs FL-GB r I I ' L?00, m Iv GF=1269.0 =- z, iN 1270.14 I 1 ' I 1269.6 12 � 1 ae i 39.50' V `� v, 0.2' W..2 I 14 4"R I q 2 4 ��? 614 5.p0' FL-GB I 1269.3 I I FL-GB �• �� 12 q ED "I 1268.7 I I a' I Gs $. , FL-GB ," GF=1270.6 $ i Fl 6 1268.1 TG FL-GB I o� A GF%12 0 1267.101NV 3 s.82' I I o.5' GF=1269.8 00' s p o.4' I ® 7 ED ED 12 ED / /� M p0' o ? w 1289.2 TG 1269.5 TG C9 J / / ��Cb� h� 5 80 \ EO �� o ' I`+ 3 3 1268.201 1268.501NV 3 1269.6 TG ct i ' 1268.1 TG 1268.E 7G 3 3 51.05, b ii �� 4 ^h� c \� 8l 31G 3 ' 16 6 � 1267.101NV 1267.601NV NY Q 7 ^ n o 12 301N� 1.18' eH o o 0 0 1268.601NV a2 'v/� P `Y°y`6° try ti 12�. B s /Y ri 41 rn �� o .r < �1 � 27.66' V 1� (C Q/ i/ e^ ^� \ \ve BDV� 37.25 l 1"�0 \ � ' - - - - - - „ 1 / �5. 6.58' 14,05' - - 3 - - 4 7.66' 12 9.43 1267.66 1 64 o BW 1 w89 gyV m co A. Q Boy 52/a LLI SEWER - -01 S° ST. ANDREWS ^ � W c, c� Z. �fpC,ssB� SEE SHEET 15 ^e1� ST. ANDREWS nNISHED WALL GARAGE FLOOR77PAD STEM WALL COMTRUCT/ON NOTES FINISHED ELEYAT70N PAD 4' ELEYA770N VARIES 2%'A7( Q1 CONSTRUCT EXTRA DEPTH FOOTING PER DETAIL SHT2 -- pe. M - 2"-4. 20$ O2 .INSTALL 4"ABS AS)M-D 2751 SDR-35 DRAIN PIPE (ED)FF0077NG DEPTH PLAN 20 5 .>i I ' SLOW LINE © INSTALL E SQUARE ERNE ADS,/05 OR APPROVED EQUAL 3 (1%MIN.) ® OMIT ONE BLOCK OPENING FOR DRAINAGE NORMAL -~ A �4"-MIN QS RETAINING WALL PER SEPARATE PERMIT F0077NG DEPTH +2: VARIABLE THICKNESS PCC ' PER STRUCTUAL � GARAGE DOOR S700P ENGINEER .$: &Air Conditioner PAD 10 0 10 20 30 SSE YARD GARAGE STOOPS EXTRA DEPTH F007M DETAE & AR COADITIO ER PADS DETAE SCALE; 1"=10' 1 N.T.S. N.T.S REVISIONS: PREPARED UNDER SUPERVISION OF: SCALE: CrrY OF LAKE ELSINORE 8039439MGEOJDGW- so � B QROFESSIp 1"=100' . NowaE aA. ram,cn ezNa CONVERSE CONSULTANTS CONVERSE CONSULTANTS WOODSIDE HOMES ��4�p\y0 a /Fy EDWARD J.LENTH DATE DATE. acHu .z vae.YY2bF8BZ � N SHEET 2 10391 CORPORATE DRIVE 10391 CORPORATE DRIVE 11870 PIERCE ST. SUITE 250 h g = a RCE NO.52496 EXP. 12-31-14 6 24 14 PAwagn�Haen No.052496 m / / PLANNERS ENGINEERS SURVEYOR TRACT NO. =20- OF REDLANDS, CA. 92373 REDLANDS, CA. 92373 RIVERSIDE, CA. 92505 a Exp. 12-31-14 a THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE'NTH THE * * APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND K: PH; (909)796-0544 PH; (909)796-0544 PH: (951) 710-1900 BENCHMAR RIVERSIDE BENCHMARK NO.BM E-3-70.ELEV.1279.829. BRASS DISC IN CONCRETE POST 72'NORM OF' FAX: 951 688-8681 MARK DESCRIPTION BY APPR. DATE C/yIL �Q THE TA LAWS,AND PERMIT CAN BE ISSUED. LOTS.rY.9 FILE N0. ( ) DESIGNED BY: DRAWN BY: 9TF OF CAL\F �j31 Zo INTERSECTION IN CORYDON STREET AND MISSION TRAIL 27'FAST OF THE CENTERLINE OF MISSION TRAIL AS OF CEREAL STREEF,BEING N5752'4TW,BETWEEN MONUMENTS 3 AND 4,BEING THE CENTERLINE CHECKED BY: PROJECT MANAGER: ALTER E.AWSON RCE '45448 CITY ENGINEER DATEINTERSECTIONS OF CEREAL STREET AND STONEMAN STREET AND CEREAL STREET AND CORYDON STREET. I:\62128\PG\PG-02.dwg 6/24/14