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HomeMy WebLinkAbout015 977 EXISTING a �G SEE SHEEN 16 G RETAINING WAS 6�55 48' PER1 SSE ERARIMEIER WALL y1 500 24' 24' 1£PLAN AND PERMIT I 6, �► 9.00 6' 18, 18' - a�9 99Z1 _ -- -- --------4fr73` ------ --`-- L9b9Zl 0a G 5 1�0 --- 71.6T---- ----------- - 0 19.43'---- Zl iL ------- V -------- L9'99 -�1 h 6 0 1266.5 1 4'� ----- �`�\' bg6 1270.3 TW'`� ,- ------FL-HP __ __--- 1ti RET. - - - ----- -- - ---- -------- - E� 1 --------Z--a-------------a - 1266.2TG 3 ---- ---- 1 J5 ---�- - o MIN ' 1 h NI A v 1266.9 1 ]Lou Z o ----__ 3 y9• 68' I I 0.9'RET �61. + N I'� 60 ��� o o 1266.9 FL HP _ 1%MIN ., 1 3F N 1%MIN c1q _ __- - o m I FL-HP 1266.E TG I --- 61 o ------ Im I I o 31265.80INV 2-j I --a------ r\ h ---- 15.00 ��� o r I I ,� I O�G w 5 ��� o I:I I.$ 1 %\o N I t e 59 1°1O 2 N w l l 1266.2 _ v I 1266.5 --Z----- w p'j HP FLFL 7266.1 --- GG t i t 1266.9 I f ED 2 12.00' 18.36 j j 99 S ® HP I 5. 0 �N 3 Q 26.13' 11 0.2' ;� QO �G \Gg 1266E 0.0' �I I ED ae: 12661 i it p ED �R I "PIX 1266.2 Tc . 10.00' 100' 3 q c # Ii 2AR 0.2- 1 FF=1267.67 2B ED i 1266.4 TG FF=1268.07 3 ,ems TG h P=1267.0 I � l 2 P=126 7.0 7,2sz3a o I II 361 ss' 1265.50IN 3 P=1267.4 1265.501NV 21 II$ O I \ 6 J 1267.74 1 ion rn 4"R 1 I 18' 18 �p 4"R N 1 12 1266.5 a XV 6' 4'I 36, 16, \ 1266.9 I 1� HP 1 a 11 2 I IN I 1265.5 8' 1 3e\ I ------------- N 11 N�\ I1 ---------- - - I h 1 26.04�266X t5.85'W I fY ` R� 1 1267.34 a I y h jl N 1 I I f 1266.4 21 12 1265.9 1 4"R ❑ 4 ` .2 FL GB gl: I� FL-GIB 2% n q I \ I I aE .265.5 ^P I 1�cR e ;\I IF GF=126 7.0 GF=1267.0GF=1267.4 12655 FL-GBc 0.4' 0.5' FL-GB ED 5.010' 5.00' ED 15.00' 12.00 M8 s 99 1266.3 TG 1265.8 TG i �� �6 3 1265.301NV_ 1264.801NV 3 66. TC ``�\ 1266.3TG 3 �°° o o o 1 PC ,\j9\ •� 12� I I`T °' N co ooI ti° p�i C - , I � - - - - - - - ir 60.00' - - 48.06' �1 T 46.11' 6 V 13 1 B 1 12B 126 10 V p0 q 2.247% b G 1 0a�� 1.92 �0 s I I I ❑ r S4 - ST. ANDREWS SEWER SEWER �� N G ,... � �6, 26, c'� ��n Q o�.ems �� o :� �' •,90 cp A� T COMTRUCTM NOTES O7 CONSTRUCT EXTRA DEPTH F0071NG PER DETAIL SHT.2 (2) INSTALL 4"ABS ASTM-D 2751 SDR-35 DRAIN PIPE © INSTALL 6"SQUARE GRATE NOS 105 OR APPROIA:D£DUAL ® OMIT ONE BLOCK OPENING FOR DRAINAGE -' (2) RETAINING WALL PER SEPARATE PERM/T - 10 0 10 20 30 SCALE: 1"=10' ���ye�� �yy�� REVISIONS: PREPARED UNDER SUPERVISION OF- `` SCALE D9il"°° "� CITY OF LAKE ELSINORE �,7 OL.00M SOU oRi�r000:1 QROF Ess/py -�---� rp �,c?I I F 1"=1Do, � MOR8E '�cA aznN CONVERSE CONSULTANTS CONVERSE CONSULTANTS WOODSIDE HOMES �Q� �o �Fy Fy EDWARD J.LENTH DATE DATE: scauLrz wr.cwsseez �pw�y�� N SHEET 15 10391 CORPORATE DRIVE 10391 CORPORATE DRIVE 11870 PIERCE ST. SUITE 250 W ? i RCE NO.52496 EXR 12-31-14 6 24 14 PAkWP25FWM GRADING REDLANDS, CA. 92373 REDLANDS, CA. 92373 RIVERSIDE, CA. 92505 No.05249E PLANNERS E N O I N E E R e SURVEYORS �p T �q� OF .� w m THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE 1 BAC 1 NO.V W d*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 MARK DESCRIPTION BY APPR. DALE CIVIL P THE TATE LAWS,AND PERMIT CAN BE ISSUED. RNERSIDE BENCHMARK NO.BM E-3-70.EIEV.1279.829. BRASS DISC IN CONCRETE POST 72'NORTH OF'Y LOTS 5"' , FILE NO. FAX (951) 688-8681 DESIGNED BY: DRAWN BY: 9TF LI 7 INTERSEC ON OF COR DON STREET AND MISSION TRAIL 27'EASTOF HE CEN ER NE OF MISSION TRAIL C4 F /-3 ZQ I BASIS OF BEARING: CENTERLINE of CEREAL STREET,BEING N5Z52'16w,BETWEEN MONUMENTS 3 AND 4,BEING THE CENTERLINE CHECKED BY: PROJECT MANAGER: WALTER E.ALLISON CE 45448 CITY ENGINEER DA INTEIRSECTIONS OF CEREAL STREET AND STONEMAN STREET AND CEREAL STREET AND CORYDON STREET. I:\62128\PG\PG-15.dwg 6/24/14