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HomeMy WebLinkAbout3034-6I CL INT 1 8+10.97 BRANT DRIVE _-A =163+73.58 BEECH AVENUE ST =7+97.99 60+00.61 BRANT DRIVE=10+00.00 11 CL MH 117 I BEECH AVENUE 0211r. tel:11m*1LIQ W C) at +� � C U� END PIPE UCD Wei I n WJV N EXISTING C/) y X w I X 3 wUj a_ GAUGE WELDED METAL ROD PIPE n CO w 151 I 15 2 15 3 �Z C, �u w o� N0. 2746 3 125 CL INT 170+62.89 BEECH AVENUE P Z I tt 13' L Qy Z + I N 1104,W 40' I 40' N 3 W W I BEECH AVENUE PER DWG N0. 2746 T -IR, -rl-\ r r 4 -] r' �7) 9 "—D 0 W � _W_ 9 END PIPE 'Go n o SD 0 �M N 3I I 1 EXISTING X X W W Qf SEE PROFILE -- m a� CD 0 93 00 CDu H c ml I on ymi I IiLIL� I' m 11 an I kTJ REV REVISION DESCRIPTION IZEcoP-D DRAWIki6 —r r-- / r — J-3@43 WIDGE0N WAY ,3+9712 SIERRA LAKES PARKWAY BEECH AVENUE ��l — PER TRACT 15843 u ST =10+79.00 10+93.00 =10+00.00 WIDGEON WAY rn 0 +to� CO J II U DATE t -Il -t SEE SHEET 2 9 END PIPE DWG NO 3043 R/W N 3I I 1 EXISTING X X W W 1 0 CD SEE PROFILE STORM DRAIN LINE i GAUGE WELDED METAL ROD PIPE I CO M 151 I 15 2 15 3 RIGH N0. 2746 3 125 CL INT 170+62.89 BEECH AVENUE P Z I = 10+00.00 SIERRA LAKES 3 R/W 15 4 PARKWAY I w CURB do GUTTER / 3 _1 o 0 C:) �., I _ EX W z + -EX r _ I EX SD _ SD - _ � 2"W t2 EX 12"VCP PER EX 2"W PROPOSED SD PER _ EXISTING EDGE F -- o +- DWG NO 2746 I -� DWG NO 3035 O 3 W — — — TO BE ABANDON, — — — —MLN fX S. i } EX S -e _ 2 EXI&ANG ED os N OF PAVEMENT 2 N 2 W Z w I 10 00 � 11 +00 _ _ _ � � 12+00 _ _ _ _ _ 13+00 _. _ _ 14+ _ _ N EX 12'VCP PER ._J _1 DWG NO 2957 I N89'16'53"E N89'16'53"E N8916'53"E _ rn 0 +to� CO J II U DATE t -Il -t CURB do GUTTER 1o1\ 102[�R 1 103 1 Boa L:!: tC r r ��%% N w ~ °a N 4 Nof Goo� r� =�I 3 11 U I 11 I WIDGEON WAY TRACT 15844 17 PtW I N&" Amm y " N0. 31M SIERRA LAKES -PARKWAY Exp.I Z N 6� �IFOF CAl1F% ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT N ra s•�l�d 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/0r�\ PgSHUR �o OR Z = No. 31681 Z � * Exp. 12/31/04 \sj CIV1v lF OF CAbF CONSTRUCTION NOTES 2& INSTALL 12" EXTRA STRENGTH VCP SEWER 3�INSTALL 8" EXTRA STRENGTH VCP SEWER O4 - CONST 48" PRECAST CONCRETE MANHOLE PER CITY STD DETAILS 109 AND 112 5a— CONSTRUCT 60" PRECAST CONCRETE MANHOLE PER CITY STD DETAILS 109 AND 112 (MODIFIED FOR 60") 9O- INSTALL 8' VCP STOPPER 11 TRENCH REPAIR PER CITY STD 131 12 ABANDON EXISTING SEWER PER ADDITIONAL NOTE 1 ON SHT 1 (PER THE "GREEN BOOK" SEC11ON 306-5 MODIFIED) LEGEND CL CENTERLINE MH �Z Z INT INTERSECTION R/W N 3I I wo x W EXISTING X X W W 1 0 CD SD STORM DRAIN LINE � GAUGE WELDED METAL ROD PIPE I CO ST BEECH AVENUE PER DWG N0. 2746 CURB do GUTTER 1o1\ 102[�R 1 103 1 Boa L:!: tC r r ��%% N w ~ °a N 4 Nof Goo� r� =�I 3 11 U I 11 I WIDGEON WAY TRACT 15844 17 PtW I N&" Amm y " N0. 31M SIERRA LAKES -PARKWAY Exp.I Z N 6� �IFOF CAl1F% ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT N ra s•�l�d 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/0r�\ PgSHUR �o OR Z = No. 31681 Z � * Exp. 12/31/04 \sj CIV1v lF OF CAbF CONSTRUCTION NOTES 2& INSTALL 12" EXTRA STRENGTH VCP SEWER 3�INSTALL 8" EXTRA STRENGTH VCP SEWER O4 - CONST 48" PRECAST CONCRETE MANHOLE PER CITY STD DETAILS 109 AND 112 5a— CONSTRUCT 60" PRECAST CONCRETE MANHOLE PER CITY STD DETAILS 109 AND 112 (MODIFIED FOR 60") 9O- INSTALL 8' VCP STOPPER 11 TRENCH REPAIR PER CITY STD 131 12 ABANDON EXISTING SEWER PER ADDITIONAL NOTE 1 ON SHT 1 (PER THE "GREEN BOOK" SEC11ON 306-5 MODIFIED) LEGEND CL CENTERLINE MH MANHOLE INT INTERSECTION R/W RIGHT OF WAY EX EXISTING S SEWER LINE SD STORM DRAIN LINE GWMR GAUGE WELDED METAL ROD PIPE W WATER UNE ST STREET STATION 1O+OO.00J SEWER STATION EICICIP HaH 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 U4PER E SUPERVISION OF: 5 1 / ( ( G z HAROLD A. GARCELON R.C.E. 31681 DATE: 1"= 4040 0 40 80 scale feet CITY OF FONTANA, CAL IFORN A SUMMIT HEIGHTS II iRAVAI BY: SEWER PLAN AND, PROFLE REF SQA LAKES PARMAY iESIGNED BY: REF . _ 10+00. TO *+00.00 NECKED BY: 0 Y. i2C, RD 1 "= 40' TE - 1 -18-02 IG NO.: 8 3OU 7 3 v 0 00 C:) n Ca - 1 U�00 q