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HomeMy WebLinkAbout017 SEE SHEET 13 SEWER AR,Es, ©�6 WATER E 126a 33 TC �a 1267.55 1267.51 1268.01 BW BW .97 MOC F r' B 1 SIN >286.93 IN c rn� 41.10' 55.75' BW 1266.43 - 1266.38 68,8 30 6i 3 1268.1 TG v ^1266.70 NV 3 1268.7 TG I 1268.3 TG 3 1267.10 INV 9. I 3 1267.5 TG 1267.1 TG I 1267.30INV 1266.501NV I b 1266.101NV 3 L l 3 1266.8 TG I � I co/vc. 13128/ ��y a, 3 1267.701N 0.2' I 0.4' S.0 ' S'�j0' 0.2' 1265.801NV BAClmp', w I 5 00' ED I I ED uw 7 1266,5TG 1269.2 ;2 GF=1268.E ={ 1g 64 t 025501NV 3 -A g GF=1268.0 oy I 1268.E q l I� I 85 1268.8 TG i 1 FL-HP 269.64 F GB N I I 1267.4 f2 4 ED 3 2 I I o I FL-HP FL-GB h1:2 _ U,2' t 111 g0 1G 1267.801NV 1 g. I I 4'R $ �1 Io _ (o I 0.2' FL-GB Q o I 1268.4 TG 3 126Z2 TG � �'� I 'I� 2�6-1267.4 ED Ig i � 1264' 5 00 1267.401NV I I f2680 i 3 i 4"Ri I N FL- 3 1265.501NV 4 GR 1G f ED 5T _ GF=1 26 9'7 ----_ - ti 1266.551NV GB _ h�z W -----� R M 3@ 1 W .: �N FL-GB II 2�OR N�I .1 2 --- I ------------ HP co r / HP � 267.74 1 � �11 I ' ------------� I 1 1 4" 12869 HI Ia1269.2 0 1268.1 I 2 t I t t/ I x 1269.2 I 1268.7 HP I I� �t 11 �I I � 2 HP z I, 1�`+ 1266.7 HP 1 2 268.94 1 21 IN 1267.5 ' I 1 1 J_"¢ 6 vJ I 'I I1 HP 1 BR 4"R g I I HP 1 2 -----I 1 I Wa I i 1 1 1 I� I 126L8 TG 1267..5 0 1 66.E TG I 4 r 1 NII y 1267.8TG 221 "� VI I W W 1 0.0' --� i �`N 1266.861NV 3 d ,CR 26567//V 3 I H �^ 3 1266.701NV �'1 '� HP I ? I w Q W WW L 1 ED -- --- I I;$ FF=1269.87 �I I FF=1269.27 I '$ f 3BR 31266.6TG ; I za 3 _ 1268.9 TG 3 3A R 3 1265.90 NV ' Z 2 P=126 9.2 "II I 2 0.2' 1 II2 2 FF=1268.67 =1 1'� ED FF 1265s71Nv 1 , ' ,_i �' 1267.951N z 1 i-Z 3 1268.4 TG II I. P=1268.ID ED I I� ' -1268 07 " jG ' S FF=1270.37 1267.. INV ppp o' ' 44 ,264 = I P=1268.0 ED ae �aN = 64. w III 1268 f H 126Z2 TG 1267.2 TG iillg ED P-1267. ED I/1� PCVC W Z 2 -12 6 9 ae 1 I� I 6.74' HP Nj I 1266.351NV 3 3 1266.04 INV 1 N I I I i N '^ j P 2 I 12 1267.4 TI 3 2 1 2 ED 5.0'' I I_ 1112689 I I V) 02 1267.551NV •D' I ® I ED Z I I,� 128811 1 I� 1' I HP f2669 III`,i 3 I r O 0.2' 1268.7 I I N 1267.8 TG j I F/P I ' ED �I ? �'>j c� 12 4¢4 �' S.00' --- _ HP z' 6 CVC 1269.2 1 5�0' ED HP N 1 67.O11NV 3 I I--- 1 00' i I 1, /�Z .` P 1269. I 1' I $:I 12 --a=__ 0.0' h34 ZG 1 HP 5. 0' 1 I, ! --- I >267.5 I x I I ED \. '- Vjl I f267.5 HP z HP 1 2 ® to to o IZ 2 3i 1 HP H� 7N 66.6TG Z $ = 12.00� ZC I� �I Ih I I 65821N 4 _--- b c3Evl; 12II 53 2Ih 7N _ ,' - �--_--- o � 3126Z87G �i1f z o 1268.9TG I� ------ Sao a. IS - ---- - I %MIN 3 266.6TG a:;l 3 1264'3 268.05IN I I _ 3E Io 126 266.85 N NI Io, ------�_----- ® 1 1%MI��.. ,%A41N( 265.821 I G5 N1 9TG 3 �- - j g 1268.4TG I 8.1 0 -i _... ----- 1 1286.9 +`J� 1268.4TG °1� N 3 267.491NV FL-HP 1/oMIN h 12 2 21 FL-HP 1%MIN 1� 126 .101�..� N 1%MIN '� 3 {IoY 1267.2TG "vim z o aC ~ M h I 267.70 INV -► 'PPP: �g 1267.2 TG %MIN 1269.2 n - 5^ "i 266.501N 3 3 to ®1 6 FL-HP ry 5 - 1%MIN L r 1%MIN IN �}Z jC 3510 o - - 1%MIN 1268.7 Tn 1%M-IN~1 1%MIN `�Ig 50 i 4.4� 1264.1267.5 1%M N 1,,/49.63'liw FL-HP51 , / ---- -- --=_ -. 53.85' EXISTING PERIMETER WALL --- -- ---_- -_ 49.14' i / __------ PER SEPARATE PLAN AND PERMIT 461 jC --------- N ----- --___ 35.62' ®�✓ 1% � GR 126445� (V N ----- -i N .,ab. CONS/AUC/IM NOTES Q1 CONSTRUCT EXTRA DEPTH FOOTING PER DETAIL SHT.2 Q INSTALL 4"ABS ASTM-D 2751 SDR-35 DRAIN PIPE © INSTALL 6'SOUARE GRATE NOS/05 OR APPROVED£OVAL Vc ® OMIT ONE BLOCK OPENING FOR DRAINAGE 10 0 10 20 30 SCALE: 1"=10' �y� p� REMSIONS: PREPARED UND SUPERVISION OF: SCALE: CITY OF LAKE ELSINORE �1• ��TONNM oQROF ESS/pl G �Jv T 1"=100, . YORBE tM..CA axaw CONVERSE CONSULTANTS CONVERSE CONSULTANTS WOODSIDE HOMES ��`�eg� a 7Fy Fm EDWARD J.LENTH DATE EeeuLTz vae.am G �N SHEET 10391 CORPORATE DRIVE 10391 CORPORATE DRIVE 11870 PIERCE ST. SUITE 250 a i 1 RCE NO.52496 EXP. 12-31-14 DATE: ND.052496 �, 6/24/14 OF 19 REDLANDS, CA. 92373 REDLANDS, CA. 92373 RIVERSIDE, CA. 92505 PLANNEflB ENGINEERS SURVEYOR p� �y� w m THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE WITH THE "CT NO.a7R7�7 d*Exp.12-31-14*� APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND BEN MARK: Cw PH; (909)796-0544 PH; (909)796-0544 PH: (951) 710-1900 MARK DESCRIPTION BY APPR. DATE l9T CIVIL p THE STATE LAWS,A D PERMIT CAN BE ISSUED. RIVERSIDE BENCHMARK NO.BM E-3-70.EF.1279.829. BRASS DISC IN CONCRETE POST 72'NORTH OF'Y LOTS W-JY FILE NO. IAJ&FAX: (951) 688-8681 F INTERSECTION OF CORYDON STREET AND MISSION TRAIL 27'EAST OF THE CENTERLINE OF MISSION TRAIL DESIGNED BY: DRAWN BY: q'CgLIF I BASIS OF BEARING: CENTERLINE OF CEREAL STREET,BEING N5752'4TW,BETWEEN MONUMENTS 3 AND 4,BEING THE CENTERLINE CHECKED BY: PROJECT MANAGER: WALTER E.ALLISON RC 45448 CITY ENGINEER DATE INTERSECTIONS OF CEREAL STREET AND STONEMAN STREET AND CEREAL STREET AND CORYDON STREET. I:\62128\PG\PG-17.dwg 6/24/14