Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
009
.h �G 1��G ���O,G �60 \L06 \I06 L6O 1I06 1�06 ��o L6� ,`6 �V6 G ST. ANDREWS N SEWER N WATER L° 1266.61 1266.63 1266'.85 0 ti66� BW BW BW 0 _ - > 46.00' 50.�Pl -- _ - --84_96-- ---- -- - _ 1 -- -- - _ / 3 11511 1266.7 7G 3 1267.0 TG 1^ a N8'Y%Z �G H 3 i 1265.701 I 1267.4 TG 1266.00 IN 3 1267.0 TG 1 1269.3 ��N j j/� / 3 1266.401NV I 1 O' 3 1266.00INV i FG $ �a a ^ gyio2 \\\ \11 1267.65 TC 6 G ^ ' 0.4' 0. aim o F�R 1gG 55 ED I I 0.5' ED 1.11 R� N= LL 12 ECR/EVC W�2s7D GF=1267.9 1 ED2671 GF=1268.21 . 2o.sT \ ' WW� TC Oi I ? I HP 1267.5 �I HP �, 0 29.24'y q1 Z o1 FL G6 NI I A 1268. I FL GB 1267.74 TC O �Cc 1 Tmao Il.g 2 12 4"R BVC ro v; I 13�E I a I a {�CV 11 �9 4.0" �O�I W W �STO 16 19.22' - - - - 1 2 NIWrb5 Q N `I 6i 7, �> --- _ W 265 FIO G ED -------- 1267.4 I I h 1 L------------ cd= M 11 11 c0 31.3 r o o m V pG� I I I 2 II 1 N a N N M 11 11 I. HP I 1 21� 1 c�LL 0001 11 1.i.�- 1 v 1267.7 1267.7 N 1I} 1i , 1i 26T g2. W p G 11 1 268.84 2 HP 1 HP W Gc c`�, �265��G 111 HP 2 l i 1267.1 7G g I I F 11 n a N LL N FF=1268.87 z W eG e FF=1268.57 3 266.61 INN NI I 1 I w o NIW_. 1 ED 1: P=1268.2 �11 o 1 2 1� P=126 7.9 0.2' o W`Pi N I%50�0 ED 2 1 1267.4 TG 1 I g 1267.4 TG _ e I 1 1266.251 3 0 NIW%Z 1266.8 TG 0.0' NI 1 5 I I 11 o %900'0] 1ti6N86 I� 1266.961N 3 ED 5. 0 I� 36' 5' Li 1267.41 I 1 ED ED 2.g4' 1 ED HP I I I2 FG 1267.7 ED 9oTc G 11 - --- ----- I gi I" 0.0 1267.7:1 1 6 rk N1�' I I I z ED HP I I .I � I I 1 a' 2 ��� Zs 2 1 EG I N 1267.4 A? TG III ----- a------ 6 9 I I FL-HP 266.76INV 1.2 00 2 2 1� IaE 1%MIN �� 12677 1257.4 T-G `c'1267.4 o CN . 3 -4010 12664 %MIN 1%MIN� !03 %MI 1%MIN4 4'tz FL-Hip 1264.55 56.49' 55.22' 43 ' 280 dN .« - - ©6� 4 SEE SHEET 18 SEE SHEET 8 COMERMCMIN MOTES Q1 CONSTRUCT EXTRA DEPTH FDOnNG PER DETAIL SHr2 02 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 SO 20 30 SCALE: 1"=10' �y����y� REVISIONS: PREPARED UN ER SUPERVISION OF: SCALE: ^ CITY OF LAKE ELSINORE pRi��wa L r � oQgOF ESS/p (4 l'=100' . Mofl'E tile.cA oznN CONVERSE CONSULTANTS CONVERSE CONSULTANTS WOODSIDE HOMES ����vgo J. �Py Fy EDWARD J.LENTH DATE DATE. ecHULrz va«wo-zs eenPREIDISE � N SHEET 9 10391 CORPORATE DRIVE 10391 CORPORATE DRIVE 11870 PIERCE ST. SUITE 250 y W = c RCE No.52496 EXP. 12-31-14p00. B No.052496 m - 6/24/14 OF REDLANDS, CA. 92373 REDLANDS, CA. 92373 RIVERSIDE, CA. 92505 P L A N N E R S E N O I N E E fl 8 SURVEYORS 'TRACT NO. =20-7 d Exp. 12-31-14 � THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE W1TH THE * * APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND RIVERSIDE B PH; (909)796-0544 PH; (909)796-0544 PH: (951) 710-1900 Q RIVERSIDE BENCHMARK N0.BM E-3-70.ELEV.1T9.IL 'BRASS DISC IN CONCRETE POST IS MOM TR OF'Y MARK DESCRIPnON er APPR. DAZE `J9 C1 yI L � THE TATE AW$,AND PERMIT CAN BE ISSUED. INTERSECTION OF CORYDON STREET AND MISSION TRAIL T'EAST OF THE CENTERLINE OF MISSION TRAIL LOTS�-� FILE N0. FAX: (951) 688-8681 DESIGNED BY: DRAWN BY: lF OF CAL\F -7 BASIS OF BEARING: �-31L, CENTERLINE OF CEREAL STREET,BEING N5752'4B'W,BETWEEN MONUMENTS 3 AND 4,BEING THE CENTERLINE CHECKED BY: PROJECT MANAGER: WALTER E.ALLISON RCE 45448 CITY ENGINEER DATEINIFRSECTONS OF CEREAL STREET AND SIDNEMAN STREET AND CERFAI.STREET PND CORYDON STREET. I:\62128\PG\PG-09.dwg 6/24/14