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HomeMy WebLinkAbout3034-5Y .' T A A SER TRACT WA Y DWG N0 15841 3440 A8 VE't(E � r ' I O 1 � � 3 o O � 1 W 1SD B CL INT 14+65.96 CURTIS AVENUE =10+00.00 VANESSA WAY 35 I 34 33 Tr��� r r 32 N CV N 31 30 29 CURB do GUTTER _1 7 nn 1 O nn 10+400 nn � IVT I C N89'42'16"E N 1 N h O 8 4 o CURB do GUTTER R/W •tlo� / 3 / 'n `rte N OS ' � 1 �W 7� A NESSA 2 Co 3 4 5 6 7 � TRACT 1584 A Y + 3 1--) P �Zp� w I K) T JR A C T —1J J 4 CONSTRUCTION NOTES 1a- INSTALL 15" EXTRA STRENGTH VCP SEWER 3D INSTALL 8" EXTRA STRENGTH VCP SEWER 41� CONSTRUCT 48" PRECAST CONCRETE MANHOLE PER CITY STD DETAILS 109 AND 112 • " No.31eQ1CURTIS AVENUE 9 cc INSTALL INSTALL 18" VCP STOPPER Exp. 3 t d¢ 10 INSTALL CLEANOUT PER CITY STD DETAIL 128 s 0 l9rF v OF C Al1E REV REVISION DESCRIPTION DATE 13M. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT Roe -D 2-11-oy HC-, COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. /QROFESS/p�,,\ �1HUR O rrl s No. 31681 Z z Exp. 12/31/04 \s> CIVIC TF OF CAI�F�/ W. 27 ST =188+70.16195+1 m.9 2n . n9-- _ N89'42'16"E 9 ABOVE LYTLE CREEK ROAD CL INT 21+33.71 CURTIS AVENUE =188+15.18 LYTLE CREEK ROAD CURVE TABLE CURVE ANGLE LENGTH RADIUS TANGENT B 5'06'10" 76.15' 855.00' 38.10' C 11'25'57" 170.60' 855.00' 85.59' 00 or? Hall Inc. 1:11:117 A Civil Engineering " Planning - Surveying " Public Works 1152 N. Mountain Ave. Ste. 100 " Upland, CA 91786-3669.909-982-7777 PREPARED UNDER THE SUPERVISION OF: 41;J �� 31Z�o� HAROLD A. GARCELON R.C.E. 31681 DATE: LEGEND EC END CURVE CL Z 2219 MH MANHOLE INT INTERSECTION R/W RIGHT OF WAY S SEWER LINE SD STORM DRAIN LINE GWMR H W WATER LINE 3 W STREET STATION 110+00.001 N ` I �/Q �I i o 00�S+`�'co UiC-5 -<— Co LYTLE 11 UJ NDN CREEK ROAD N, CURVE TABLE CURVE ANGLE LENGTH RADIUS TANGENT B 5'06'10" 76.15' 855.00' 38.10' C 11'25'57" 170.60' 855.00' 85.59' 00 or? Hall Inc. 1:11:117 A Civil Engineering " Planning - Surveying " Public Works 1152 N. Mountain Ave. Ste. 100 " Upland, CA 91786-3669.909-982-7777 PREPARED UNDER THE SUPERVISION OF: 41;J �� 31Z�o� HAROLD A. GARCELON R.C.E. 31681 DATE: LEGEND EC END CURVE CL CENTERLINE MH MANHOLE INT INTERSECTION R/W RIGHT OF WAY S SEWER LINE SD STORM DRAIN LINE GWMR GAUGE WELDED METAL ROD PIPE W WATER LINE ST STREET STATION 110+00.001 SEWER STATION 40 0 40 80 1 "= 40' scale feet 0 CITY OF FONTANA CALIFORNA o SUMMIT HEIGHTS 11 ���/�p p� C a � BY: SEWR PLM AND PRM E o E REF CMM AVEME 1 "= 40' C � od DREF _ Q.QQ O 1185 rATT!F- 1-18-02 �N BY:OVER WG NO.: 5 o RD 3 Z(o D Zo TY ENGINEER R.C.E. 51152 DATE: 7 %