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HomeMy WebLinkAbout3367-5_ -t ! t ttt t t i 3 — _ ..�___. SEWERXTRA_STRENGTH VCPSEWERAS- 8 EIREN fiH VCP _. _i 10+00 11+00 12+00 13+0 1+0 RLAtow %.nTHORN DRIVE SEE SHEET 2 50' 25' 25' 5' 20' 20' 5' i I T-Coa 5 S' � I I I I Z: I I __j n7 EXISTING R/W PER DWG NO. 3063 6 1 48'11 o I 51 10+56 b6 o 65 64 54 ¢ 63 62 61 60 59 0 13+56 — IIIII � o IQ)z of 59 I 60 13+60 — I' m o 13+40 — ;I I� U� I�LQ II II + I f ISI ( it I 64 11+50 — 3 0 10+00.00 CL FIELDRUSH COURT= I I I I z co Z I' Q N 3 o 00 W I; z 3 II z 3 14+87.00 CL BLACKTHORN DRIVE L _ I 5 3 a 5 PROPOSED MANHOLE N0. 2 I * L, R/W I — — ------- ---------- -- - ---- - --- ----------- -- -- ---------- --- ----- -- 10+00.00 CL FIELDRUSH COURT= ; 11 4 oo 12 — 13 N00'00'00"W 14 14+92.00 CL BLACKTHORN DRIVE � - - - - — I I "W 4 M a, 4 /E6 5, P / 3 _ R/W PROPOSED 8"�'��_, _ I 3 Q PROPOSED 3 WATER BY OTHERS 3 r I � 5 105 0 51 52 53 54 55 56 57 3 z 5 I 904 � o � � I I I .�+ U I� 1J4 410A INI, NOTE: DRIVEWAY LOCATIONS SHOWN HEREON ARE APROXIMATE. FINAL DRIVEWAY LOCATIONS AND DIMENSIONS SHOULD BE TAKEN FROM THE APPROVED PRECISE GRADING PLAN FOR THIS TRACT. rR �+Furig�+ • HJ+�IZ. i —>M- 40 15+09 VERT: i' = r ASELINE AVENUE SEE CITY OF FONTMA DWQ NO. 126' 60' 66' 1 48'11 54, 1 ' f 51 10+56 52 o I it I 11+46 — 54 12+40 55 12+60 56 I 57 13+56 — IIIII � o IQ)z 14+15 — 59 14+19 — 60 13+60 — I' m o 13+40 — ;I I� U� I�LQ II II 4-J! I f ISI ( it I 64 11+50 — 65 11+30 — ;n I I I f If x co Z I' Q N o 00 it I I; z II z I R ` 12" EXIST. WATER LINE a EXISTING 8" GAS 17" EXIST. WATER LINE — CL EXIST. RCB SIDEWALK PER PER DWG NO. 3063 EXIST. DBL 10'x8' RCB PER DWG NO. 3050 EXIST. R/W PER DWG NO. 3063 EXISTING 10" SEWER --MEDIAN CURB PER PER DWG NO. 3063 .t PHIC ISCAU .0 0 20 40 80 if ( IN FEET ) 1 inch = 40 ft. No. 43876 ExP• 6/33/Q7 0s, cry 9 ;U RECORD DOCUMENT � INSTRUCTION NOTES 0-- CONSTRUCT 48" PRECAST CONCRETE MANHOLE PER CITY STD. DWG. NO. 112 These Record Documents have been prepa based on information provided by others. 'The 3 CONSTRUCT 4" EXTRA STRENGTH VCP SEWER LATERAL & CLEANOUT PER Design Professional has not verified the accuracy CITY STD DWG NO. 125 (SEE GENERAL NOTE NO. 30) and/or completeness of this information and shall CONSTRUCT 8" EXTRA STRENGTH VCP SEWER MAIN not be responsible for any errors or omissions i may be incorporated herein as a result 5�— INSTALL BACKWATER CHECK VALVE � ' Q REV. REVISION DESCRIPTION DATE ENGR. CITY DATE CONST,RUCTIOIiT OF REQ Prepared By: QRO'ESS/0 CI i i OF FO TAA, CALIFO I � �ENCH�{ Y ROVEh�EN'I'S NW CO .. � PREPARED FOR: � ALLARD ENGINEERING ���o � ri q SEWER IMPROVEMENT PLANS TWO YEAR$ OF TIM DATE OF MMOVAL Y® (�` N® 15 CITY OF FONTANA BENCHMARK NO. 361. Civil Engineering - Land Surveying - Land Planning ��" OP F� �� s DRAWN BY. SCALE. SHOUT HuMM7 AND FORTH W A 8253 Sierra Avenue — Z p /� 10370 Trademark Street RAILROAD SPIKE IN NORTH FACE OF POWER POLE California 92335 w No. 43976 m AE TRACT ®. 16403 03 1 "=40' DILIC,ENT THE CITY ENGL�,�.F.R MAYontana, DIAL TWO WORKING Rancho Cucamonga, Co.Ci 730 NO. 1536697E AT THE SOUTHWEST CORNER OF Exp. 6/30/05 DESIGNED BY: DATE. ]BEFORE DAYS BEFORE REQUIRE REVISIONS TO THE PLANS TO (909) 477-6715 BASELINE AVENUE AND SULTANA AVENUE. (909) 356-1815 Fax (909) 356-1795 * * AE i IELII US COU JUNE, 2003 Y ❑ U DIG BMG VTO CONFORMANCE WrM Fax 909 477- 672, i YOU DIG ( ) F - - - - -- '7- (4 -o 2 9CHECKED B . �1PPROV BY: DRAWING NO.: 5 David S. Hammer, R.C.E. 43976 Date F O TOLL FREE 1-800-227-2600 CO�ITIONS A1L'� STANDARDS IN EFFECT °F CAL tF DSH2 'L A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT v ELEVATION: 136519 (expires 6/30/2005) I RECOR-1 DTPA W//Vr t , 5 u • 2- CITY ENGINEER C.E. 152 % 6 S LATERALS TRACT 1603 LOT NO. DESIGN STA. "AS -BUILT" STA. BACKWATER YES NO 51 10+56 52 11+34 — 53 11+46 — 54 12+40 55 12+60 56 13+44 — 57 13+56 — 58 14+15 — 59 14+19 — 60 13+60 — 61 13+40 — 62 12+56 63 12+36 64 11+50 — 65 11+30 — 66 10+60 RECORD DOCUMENT � INSTRUCTION NOTES 0-- CONSTRUCT 48" PRECAST CONCRETE MANHOLE PER CITY STD. DWG. NO. 112 These Record Documents have been prepa based on information provided by others. 'The 3 CONSTRUCT 4" EXTRA STRENGTH VCP SEWER LATERAL & CLEANOUT PER Design Professional has not verified the accuracy CITY STD DWG NO. 125 (SEE GENERAL NOTE NO. 30) and/or completeness of this information and shall CONSTRUCT 8" EXTRA STRENGTH VCP SEWER MAIN not be responsible for any errors or omissions i may be incorporated herein as a result 5�— INSTALL BACKWATER CHECK VALVE � ' Q REV. REVISION DESCRIPTION DATE ENGR. CITY DATE CONST,RUCTIOIiT OF REQ Prepared By: QRO'ESS/0 CI i i OF FO TAA, CALIFO I � �ENCH�{ Y ROVEh�EN'I'S NW CO .. � PREPARED FOR: � ALLARD ENGINEERING ���o � ri q SEWER IMPROVEMENT PLANS TWO YEAR$ OF TIM DATE OF MMOVAL Y® (�` N® 15 CITY OF FONTANA BENCHMARK NO. 361. Civil Engineering - Land Surveying - Land Planning ��" OP F� �� s DRAWN BY. SCALE. SHOUT HuMM7 AND FORTH W A 8253 Sierra Avenue — Z p /� 10370 Trademark Street RAILROAD SPIKE IN NORTH FACE OF POWER POLE California 92335 w No. 43976 m AE TRACT ®. 16403 03 1 "=40' DILIC,ENT THE CITY ENGL�,�.F.R MAYontana, DIAL TWO WORKING Rancho Cucamonga, Co.Ci 730 NO. 1536697E AT THE SOUTHWEST CORNER OF Exp. 6/30/05 DESIGNED BY: DATE. ]BEFORE DAYS BEFORE REQUIRE REVISIONS TO THE PLANS TO (909) 477-6715 BASELINE AVENUE AND SULTANA AVENUE. (909) 356-1815 Fax (909) 356-1795 * * AE i IELII US COU JUNE, 2003 Y ❑ U DIG BMG VTO CONFORMANCE WrM Fax 909 477- 672, i YOU DIG ( ) F - - - - -- '7- (4 -o 2 9CHECKED B . �1PPROV BY: DRAWING NO.: 5 David S. Hammer, R.C.E. 43976 Date F O TOLL FREE 1-800-227-2600 CO�ITIONS A1L'� STANDARDS IN EFFECT °F CAL tF DSH2 'L A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT v ELEVATION: 136519 (expires 6/30/2005) I RECOR-1 DTPA W//Vr t , 5 u • 2- CITY ENGINEER C.E. 152 % 6