Loading...
HomeMy WebLinkAbout004 96.38' 1 FENCE 7 �1 Fv PROPOSED TUBULAR STEEL F7¢? PER SEPERATE PLAN AND PERMIT 26.54' G N � � 1272.1 2.15'" z 1^ J Nj2 _ }v( � W 50.53' ° 1271.1 FL-HP _ �, 1272.9`" \ 50.E 1%MIN _ FL-HP 1%MIN N a 3 1271.87G 21� N 1%MIN _ FL-HP 1%MIN _ 19 \�\ c ��i�• 3 N �� 1271.231NV NI 2 <Pq 1270.8 TG � 1270 8 TG � / f/ o e? 3'I: 2 1272.E TG 3 3 1272.E 7G v rn �FB�i ae z_ 1269.481 1 �z o 0 1270.20INV I g I 1271.841N ae I z $ 1271 � Vi 15 N 1g ---- N1 I 1271.87G 3 --=--1272.1 I 1 5100 __ __ I ® 10.45' n �_ N -----a------ 1270.761N -----a----- - I I HP I I I I 1272.9 la@ ��, A( 3y L �� FG -0 1270.1 11 2 I ® 5.46" i ry� i 0.0'i i h I I I I HP 9 HP Ih 1%MIN yA `\ v A 1%MIN FL-HP 1%MIN 1271.1 0.2' 00" V11 ED $T ae I I I$ `� y0 �m�1 mow-.. ► I ED I o 10 11 0.0' I ?�� c� q1 G r ^ kkkk2 1269.8 TG 1269.8 TG I 00 1 I HP 1271.1 g 1 12 12721 2 J $ I ED 2 I 21.69' o \p• z 1269.021N 3 3 1268.92INV HP g I o z S I 12 0.0' HP I N ��� ED g� I12 51 0' ® 5.65 I ae h l 01 2 �O/T 0.2' NI lid ! --a----- �I N 0.2' $1 I ED 3 1272.E TG 1 1270.1 I I ED Lae FF=1273.27 I I v 0.2, 3C 1271.331N 1271.8 TG HP I h I 4 1271.8 TG 3 ED 1270.1 1270.8 TG 3 P=1272.E 1270.71 INV I FF=1274.07 1^ 1270.61 INV 2 272.E TG I j 00, HP I o 1269.34IN 3 / l� 3 1270.051NV 2� 1272.94 I I� 1271.691N 3 P=1273.4 1 ZI :5e gi. I 4^R ae I .1 g ED gl FF=1272.27 1 �; I 1v2t "' IN ----- -, 1 0.0' N�; j 2 NI 2 I 2 2 ED - P=1271.6 g I i HP I. 1 1271.1 I I 1 / J 1 I ae 1112720 I /, y+•?y \\ / \ n rn to Zp 0.1' I) I HP I I v - ----- 00 .J O tfl1 ° o HP ae \ \ ro N 0.2' ED J 0 ----- 1272.9 12729 ED FF=1271.27 1269.8 TG 12 Hp - - - 1273.74 g t V f s� v2j7aaTc 1p�sy, ^ \\\ I f271.1 h i I 1 HP I 4.R HP 2 I g 1 2 \ (Uf 1269.8 TG P=1270.6 3 268 1 .77IN 21 Ig gl I ae Q I 1272.6 1! 1268.871 3 1ae ' N \\ ae 1270. NI: IN ------------� 2 2' I o f$ FL-GB I h \ \ HP ael 3 1270.8 TG � v 1271.6 i GF=1273.4 t272s $ 1 1269.90 INV N I 2 FL-GB f o 1: 1272.0 TG \� \1 0.2' F272. N I ae 12 2 ED 6 1271.00IN 3 1270.1 0l; I 2 2 �'� GF=1272.6 " I� I 1270.94 I lae I f \ 2 r HP I 4"R 2 2 I 1271.94 1271.0 g 1272.5 7G 3 3 1272.5 �p I I ae1 I N 1271.501N l 1271.51NV I °ro 1269.8 gl h 1270.5 I 4"R FL GB nTl I ED 1� �� I \\\\ 2 $. /i \\\ G Y� FL GB I �$ FL-GB I i 3 1271.5 TG ° C �j� ae == 1 ie GF=1271.E o.r a i I 1270.50IN o ti m� '`�\ 5 GF=1270.E a l I o _a �.� r r t, 51° y•o 0.2' 0.4' I 0.5' ED 516, ^ \ - �h O �G s ��i i :'� � o pf ED ED 5.6T 1 ED \s 4�. j v �9 6 �� r.1 yq v \\\ 3 12790 8 TG 1271.4 TG 3 10 4 , I �� i 1269.7TG w 1269.6TG 127904TG Pp 12l!I NV 1270.401N Nj 11• 1pj7 1 0 �i'sj , r 3 3126 1268.M. I 1268.601NV ae rn 9.41NV ,ql �, ae ae ry 652' h 1 om i 2 5 I y r \ y $ 1-897- 20.T0' B �Lm�� BN ?\ i / 1 50.68' 1270.51 270 c 01, \ \\ I 1 1269.49 1 9. 7 BW BW n 6� 25.34' BIN Bw BW '" p 'o �� �'�Q I� SEWER ST ANDREWS % ---�- 1 W a mmP�� 1 �N � �10015 °D WATER W 127E E IN 2zm EC a 2- _ 1271:7 MOC/MOIrCC COMral CMN NOTES SEE SHEET 5 Qi CONSTRUCT EXTRA DEPTH FOOTING PER DETAIL SHT.2 (2) INSTALL 4"ABS ASTM-D 2751 SDR-35 DRAIN PIPE © INSTALL 6'SQUARE GRAZE NDS 05 OR APPROVED EQUAL ® OM?ONE BLOCK OPENING FOR DRAINAGE OS RETAINING WALL PER SEPARATE PERMIT 10 0 10 20 30 SCALE: 1"=10' REVISIONS: PREPARED UNDER SUPERVISION OF: SCALE: R°° "^ CITY OF LAKE ELSINORE GEM�r SOU� ��� �o QROF ESS/ 4 1"=100' . MORSE Yv1+.CA 91wN CONVERSE CONSULTANTS CONVERSE CONSULTANTS WOODSIDE HOMES �� �Fy Fy TOWARD J.LENTH DA DATE: , SCHULTZ wk.aNasem PRE(ME GRADING N SHEET 4 10391 CORPORATE DRIVE 10391 CORPORATE DRIVE 11870 PIERCE ST. SUITE 250 W = z RCE N0.5249E EXP. 12-31-14 6 E: 14 PAK- 19 REDLANDS, CA. 92373 REDLANDS, CA. 92373 RIVERSIDE, CA. 92505 No.05249E pLANNER8 ENGINEERS sunverons TRACT e� W- OF w m THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE 1 fl/"►VT NO. �7h7LV-7 a*Exp. 12-31-14* APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND BENCHMARK: PH; (909)796-0544 PH; (909)796-0544 PH: (951) 710-1900 Q RIVERSIDE BENCHMARK NO.8M E-3-70.ELEV.1279.829. BRASS DISC IN CONCRETE POSE 72'NORTH OF'Y LOTS 0-20 FILE NO. MARK DESCRIPTION BY APPR. DATE CIVil THE STATE LAWS,AND PERMIT CAN BE ISSUED. FAX: (951) 688-8681 DESIGNED BY: DRAWN BY: qlf R'CAL\FC 7/31 1 B SIS OLF BEARING:ON OF ORYDON STREET AND MISSION TRAIL 27'EAST OF THE CENTERLINE OF MISSION TRAIL CENTERLINE OF CEREAL STREET,BEING N5752'48'W,BETWEEN MONUMENTS 3 AND 4,BEING THE CENTERLINE CHECKED BY: PROJECT MANAGER: WALTER E. LLISON RCE 45448 CITY ENGINEER DA INTERSECTONS OF CEREAL SIREEf AND STONEMAN STREET AND CEREAL STREET AND CORYDON STREET. I:\62126\PG\PG-04.dwg 6/24/14