Loading...
HomeMy WebLinkAbout003 PROPOSED TUBULAR STEEL FENCE 1269.7 50.02' /PER SEPERATE PLAN AND PERMIT FL-HP 1r�N - /r 50.03' 1Mo MIN 3 126g.4 TG ^�1 49.08' IZ 1269.4 TG 3 ^$ 1268.391NV 1 Z �� 1268.74IN 14 0�- o 49.60' 1271.0 50.64' z 1%MI_I�-FL-HP 1�MIN, `��jg /� Nl� IN o n Ni' 10 g �\1270.7TG 3 �� 0 1270.7TG 12 1270.7 N 1.1 M r I;� ____- ---� z I� 1270. TG '^ 0 3 FL-HP 1%MIN .Vl -_�-__--- II 5. 3 j_ 11 o Z a, 0 1T69.791NV o �0�, ��� 1 -1 0 2 j 1270.4 TG I� IT'��� 0.0' 12 2 ___ ______ r g l /\t� b 3 1269.46IN �'I 1270.2 I I ED I o <�Z BEI 1%MIN __ FL-HP MIN i 1p7 1269.7 ZI I 1l°o o �� 2 NI 1270.9 I N I 0.5' r 1269.9 TG 1%MIN FL-HP 1�MIN I: I I ED ® 8, 00 HP NI 1271.0 - hi I 1269.9TG 3 a Z 3 1269.121NVI I- OED II 1271.0 I "127QO --_----- $I 12 JI yp g i 0�, 12 1268.02 I o n I a 5 00' 0.21270.E TG 3 3 1270.E TG I I I I HP TIN LLJ o Z 1269.821NV T/1 5. 0' ls1 1 . 11 1270,71 -- - I �1 1 0 ��� �I L� ED 2 I i i HP I 5.0 ' 71'® --- �_-1270.2 I ED `� I 1270.2 1269.4 TG 0 1 ae �� 5.60'® HP I I 1270.9 -----a-----_ I I N 0.2' j 0.0' zI I HP I Z 1269.4TG 3 1 A 3 1268.241Nv j. HP 1 ED 1 2 1270.7 ED �( I 0.0' II i$ �I 1268.251NV I 1270.9 I HP I 1270.7 TG I. HP NI I ED I N FF=12 70.8 7 N I Ih "vi 2 1270.151NV 3 ,T1 12 /'+p 0.2' I ?I I 2 P=1270.2 II I o Ep I age q Q 3 1 69.7 IN (' j 2li/�CED 2 2 2:1 ` FF=1271.87 1270.4 TG 2 I g 2 I �0 1269.7 I I1I2 2 2:1 °I g I I' a 1270.4TG 3 3 1269.31 INV gl I ae 0.2' 1269.7 HP �^ Ilg g1 t� a'I ,269.371NV P=1271.2 xl �" 3CR l' IZ HP 1 I n FF=1272.17ED N 3A R 0.2' "I P=1271.5 "i 1 4'R NI 1269.9 TG FF=1271.37 1269.9 TG 1270.E TG FF=1272.07 ED I 1 HP f271.0 I 1 1270.7 I 1268.871NV 3 P=1270'7 3 1268.971NV g I: I 2 ------ 2 2269.57IN 3 1270.67G HP �I 2 HP 2 oe ------ I 1 P=1271.4 3 h iIN 1 �z I I I i ------------ I z Z I I g 1269.67IN g1 of 1 I I I i ------------ N II .N r------------ v.1 I Imo' 1270.1 1 N I x NI I 17.02' --_-_ _ I HP 1 I1I I"2 > ` ¢ 12.770.2 I, 1 1270.5 4 12 .708 HP 2 HP 1271.04 , 4"R 1271.74 4"R 1 122 FB1270.7 7G FL-GB 4 II I 3 1270.2 1 Of4 . 1271.84 �GF=12 70.2 1270.E 1 FL-GB GF=1270i 1271.0 4'R I ED r ���pI I� FL-GB �. GF=1271.2 �I�, 0.2' 5� 0ED j a GF=1271.4 N i j N GF=1271.5 4 I I 2 - 0.4' N, ED ED 3 1269.0 TG 00' 0' 85 1269.8 TG ,269.0 TG 3 I 1268.00INV of 0.2' Of ED O2-1 i 9.15' ED I i ED 7.18 1� 1270.1 TG 1269.7 TG h 3 1268.80 IN 1268.00 - 1270.4 TG 1270.9 TG 1270.4 TG 1 3 1269.1 INV 268.701NV 3 ® oo �� li I* 'r' c - 3 ^ 1270 5 TG 3 3 1270.2 TG 1269.401NV 1�4 3 1269.5IN 1�69.91NV 1269.41NV 3 I r� - ^E 52.09' _ 1268.58 - - - - sti0� - - ti0� - - - o - - - -� - - - - - - �ry0 - 52.18 1 87 16 - - - - - - - - BW � 53.73' BIN 55.03 52.47 270. 5 1269.48 143 BW 1269. 1270.25 1270.29 127 BW BINBW BW BIN 6Q c T� 6 I -�'lv 1 W cm SEWER 1 I ST, ANDREWS 1.144q y 1.52% W - SEWER - ❑ ; W I °o -SD I I IUJI Lu W ro WATERS W 6� J _. TER Z. - >n M pc. 0 T --------------- 65 4 2 63270.3 271 .0 �1 n j� i 270.3 270.8 CONMUCriav NOTES J PRESMICK Ol CONSTRUCT EXTRA DEPTH FOOIING PER DETAIL SHT.2 (2) INSTALL 4'ABS ASTM-D 2751 SDR-35 DRAIN PIPE © INSTALL 6"SQUARE GRATE NOS 105 OR APPROVED EQUAL ® OMIT 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: mQOR"aaAw. CRY OF LAKE ELSINORE MGM33W40 GML.CGW' SOILS E iU�' OWNE# Q�OFESS/p 1"=100 MORSE , o rwn.cA asma CONVERSE CONSULTANTS CONVERSE CONSULTANTS WOODSIDE HOMES ��`�r�� a Iy 1 EDWARD J.LENTH 'DATESCHULTZ va«wo-zweezi GRADINGPRECIM N SHEET 3 RCE NO.52496 EXP. 12-31-14 DATE' Fnz:o10-zr-mrn 10391 CORPORATE DRIVE 10391 CORPORATE DRIVE 11870 PIERCE ST. SUITE 250 H W i `-' Yf No.052496 m 6/24/14 OF ID REDI ANDS, CA. 92373 REDLANDS, CA. 92373 RIVERSIDE, CA. 92505 w P l A N N E R 8 E N O I N E E R B 8 U R V E Y O R 8 d Exp. 12-31-14 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE TRACT 1 NO. * * APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND BENCHMARK: PH; (909)796-0544 PH; (909)796-0544 PH: (951) 710-1900 F RNERS BENCHMARK N0.STREET E-J-70.M.1279.829. BRASS DISC IN CONCRETE POSE IS NORTH OF T� MARK DESCRIPTOR BY APPR. DALE � CIVIL \ THE STATE LAWS,AND PERMIT CAN BE ISSUED. LOTS 1�1� f7LE N0. FAX: (951) 688-8681 DESIGNED BY: DRAWN BY: 9TF( CAI- 7INTERSECTION-91OFBE OF CORYDON S REE AND MISSION RA I. 27'EASE OF THE CEN ER NE OF MISSION TRAIL F / Z6 1 BASS OF BEARING: CENTERLINE OF CEREAL STREET,TANG STONE AN BETWEEN MONUMENTS 3 AND 4,BEINGORYD THE CENTERLINE CHECKED BY: PROJECT MANAGER: WALTER AWSON .RCE 448 CITY ENGINEER DA IX OF CEREAL STREET AND STONFWU!STREET AND CEREAL STREET AND CORYDON STREET. 1:\62128\PG\PG-03.dwg 6/24/14