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HomeMy WebLinkAbout006 EXISTING PERIMETER WALL PER SEPARATE PLAN AND PERMIT 50.00' 50.00' b 5g(�' 50.00' 7 7 50.00' 0 1267.3 a 27 29_ FL-HP 1%MIN o 3� = Z o 31 G 28 1%MIN �- Z 2 1267.0 TG 3 3 1267.0 TG o - N+� o ? 1266.00IN S 1266.00INV 1267.4 v Z Z N g �N ,'n�� o o ��: � FL-HP �1%MIN 0 0 0 0 0 :� N �`+� .�b�`F� 3 1267.1 TGFill o0 0 M M O Ih ---- I o z 1266.16I �5 1268.3 1267.6 Ig I I 5. �o a�2 1267.6 1%MIN_ FL-HP it%MIN l%MIN _ FL-HP _1%MIN IV i 11267.3 0-0' � ----_---__ �I �1%MIN FL-HP` 1%MIN �.. 2 12 1268.0 TG 1268.0 TG 12 1267.3 TG 1267.3 TG I I HP ED 1 _____ _____ I I2 1267.3 7G 1267.3 TG. 3 3 3 3 2 00'I I 1267.3 I 1267.1 TG 3 3 11 1267.30I o f 1267.231NV I g 1266.62 IN g 1266.53 I A 1. I Z 3 I I I �I 1266.30I }Z S 1266.50INV TIN C3 �I� 3EI. N ���, � I2 0.0' HP of 11g 1266.211N N �I� NI 5.100 2 N 0 :I ED 2 i i N 1 yp 1 1 5.0 , 5 0IV E 0 1 ----- ----a --- I -----a----- I PN 0.z' 0.2' I -----a----- 0.0' 0 0' 1268.3 1 I 0 0' 1267.E I ED ED N 00 1267.4 0 0, 2 1 1 I 1267.6 ED 1 I ED HP I I ED HP I q /'� HP ED g 1. I I I HP 1267.E 1 1266. I ' I >HP I 1267.0 TG 3 / li 1267.0 TG 0.0' I I v, 0.0' I I ,, Ih 0.0' 1 1 'y I R 1265.851NV 3 I I� ED 2 N h I 10.0' HP h l '0 1 ED I g I ED 1 o I i FF=1268.47 1265.851NV ZP 12 2 0.2' jo I ED M P=1267.8 g1 1_ 2BR ED I� 2 �12 2 2 2� jI,2 2 2 2I I 2 N!1 � 1267.17G 3 FF=1268.57 3 9 :o1iNV gl (jg 2 0.2' gl Ig 0.2' g 0.2' .3Q R T ,266.061 3e1 ry N ED 3BR 0.2' N IN ED - 0.2' NI 1 1267.3 1267.3 1 0.2 1268.z4P=1267.9 2I' N Ez, 3�' ED N ED FF 1268.77 ED 1 2 HP HP 1 ED h I D 1E77.3 TG 2 1268.0 TG 3 FF=1269.47 1268.0 TG 2 �2 1267.3 TG 3 P=1268.1 1267.3 TG 2 1 g 1 $1 2 267.3 TG FF=1268.77 3 2� Ilg 1267.151NV P=1268.8 31267o61Nv �I ('� 1266.471N 3 1266.381 g N �I I 1 1267.4 o I lig 266.151N 3 P=1268.1 1266.351NV g� I� Flo IvE I: 1 2 ael 0.0 HP ____________ NI h �____-_______ NI _____________ 1 g I ED_ , 2 13^e I Ih 1 I i �1 '0 Io 1x I$ I 1x x I 2 21 I 267.3 1268.3 " 1267.6 I 1267E " Q 1 gl: L, HP a I " 1267.6 1 1267.6 � 12 1268.3 1269.1412 1268.44 HP I Z HP HP a I n 1 IY HP 126'R HP 2 j g HP 4„R - Ig 4"R - 1268.14 NI Ig I 4'R g 1 I� I I� �I I e 4"R I i� 1266.9 I 1 2 3el N 1268.0 N. 2 1267.3 2 11267.3 I J: 4�1 Ih 1266.7 1266.7 � 1268.0 TG == FL-GB gA 1267.3 TG FL-GB g I I� FL-GB FL-GB I 12�J FL GB 'g i i FL GB == 1267.2 TG 3 3q 3 - o f Io a 1 g GF=1267.9 I I N, 3 4 1267.O0INV GF=1268.8 1 n 1266.30 IN GF=1268.1 1 , I GF=1267.8 0.5' III , GF=1268.1 ,2ss.zo IN a Ep 0.2' I 0.2' 0.2' I 0.5' ED 5.00' I N 0.4' 10 0.2' ED 1 ED ED ED ED ED 5.00' ® 3 1267.9 7G 5.p0' 3 1267.2 TG 1266.6 TG 3 3 1266.8 7G 1267.2 TG 3 5. 0' c� 1266,901NV- rn 1266.20 IN o 0 1265.601 �� 3 1266.E TG 1266.9 TG 3 1265.80 IN o 1265.98INV 'cl +� oo I I^ o o ^ b 1265.601NV 1265.901N 50.00' 0 50.00' 0 / / 0 50.00' 50:00' ^ 1 1 ^516 '0' 126774 t2 7. 126705 1266.42 / / 1266.38 1266.35 1266.37 1266.E 1266.2 1266.85 BW BW BW DW BIN BW BW BW BW BW BW G G - 0N ��� 695 6NG ti66� 66 G 6,y G,�� 6N9 6yj'S 6�t� ti61 1ti6 tie ,ti�,G g�G ��o� ti� y� N tie ti6 ti6 ti WIFFF- SEWER __ _ SEWER W W ST. ANDREWS _ CA W G N LJ ''Ww �GGWATER �G 661 �1�G: ^ GSG _.�G__ WATER �26 (a s 191 lyjti 1ti� 6Gn 1v ass �y0 6�� 6�� Est Ny 73 74 44 43 269.1 � 268.5 PRESTWICK 267.9 268.2 CONSTRuMN' NOTES SEE SHEET 10 Q1 CONSTRUCT EXTRA DEPTH FOORNG PER DETAIL SHT2 Q INSTALL 4'ABS ASTM-D 2751 SOR-35 DRAIN PIPE © INSTALL 6"SQUARE GRATE AIDS 105 OR APPROVED EQUAL ® OMIT ONE BLOCK OPENING FOR DRAINAGE Q RETAINING WALL PER SEPARATE PERMIT 10 0 10 20 30 SCALE: 1"=10' REVISIONS- PREPARED UND SUPERVISION OF' SCALE: CITY OF LAKE ELSINORE BiGNERM O�O�r SOLO OWIIBk QgoFESS/O 1"=100' NOwwE ,,,,, Q, raw,cn az4w CONVERSE CONSULTANTS CONVERSE CONSULTANTS WOODSIDE HOMES �Q 3p�0 J. �F Fy EDWARD J.LENTH DATE 1 SCHULTZ va«aaaa eex ppC C npAry�y� PLM SHEET B RCE NO.52496 EXP. 12-31-14 D/24/14 o-z»aes 10391 CORPORATE DRIVE 10391 CORPORATE DRIVE 11870 PIERCE ST. SUITE 250 -- '� W =m 6 24 14 TRACT NO. 31920-7 19 ND.05249E / / PLANNERS ENOINEERS SURVEYORS OF REDLANDS, CA. 92373 REDLANDS, CA. 92373 RIVERSIDE, CA. 92505 w m THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE *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 RIVERSIDE BENCHMARK NO.BM E-3-70.ELEV.1279.829. BRASS DISC IN CONCRETE POST 72'NORTH OF°T' MARK DESCRIPTION BY APPR. DATE CIVIL �Q' THE STATE LAWS,AND P RMIT CAN BE ISSUED. LOTS 27 31 FILE NO. FAX: (951) 688-8681 9rF � 7 IMERSECRON OF CORYl10N STREET AND MISSION TRAIL 27'FAST OF THE CENTERLINE OF MISSION 11UJL DESIGNED BY: DRAWN BY: OF CAQ\ 9, BASIS OF BEARING CENTQtLINE OF CEREAL STREET,BEING N5752'48'W,BETWEEN MONUMENTS 3 AND 4,BBNG THE CENTERLINE CHECKED BY: PROJECT MANAGER: W LTER E.ALLISON RC 448 CITY ENGINEER DA INTERSECTIONS OF CEREAL STREET AND STONEMAN STREET AND CEREAL SIREEt AND CORYI%1N STREET. I:\62128\PG\PG-06.dwg 6/24/14