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Home My WebLink About5746-2I( 1 _ X. EL C .33RIM) ,-�1 RttV11� 97+00 STA. 1 n. STS =S 1505 N&IS OF ULMINGS: BENCH MARK: THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA STATE PLANE 017Y OF FONTAM 800MRK NO. "508" COORDINATE SYSTEM (CCS83), ZONE 5, NORTH TOP OF 1 " IRON PIPE AT AMERICAN DATUM 1983 (NAD83) BASED CENTERLINE INTERSECTION TOKAY LOCALLY ON CONTINUOUSLY OPERATING AV E N U E REFERENCE STATIONS (CORS) "EWPP"AND AND MILLER AVENUE. "GISA" AS BEING SOUTH 82#J5'10.9410" EAST (BASIS OF BEARINGS) (GRID) AND REPRESENTED E'7.EVe4T/ON = 1.34,�.7,� f�ET (NOW 29 / 1968 HEREON BY THE CENTERLINE OF VALLEY BOULEVARD AS BEING NORTH 89032'13" EAST. AAAAAAAAA-A AI, �v I . t"x. t ; =1 z)u4.uD EX. 10" SEWER Tnn ee�rua'n s C^ a A n R/W TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. HORIZ. 1" = 40' VERT. - 1" = 4' BARS ARE TO BE LEFT VERTICAL AND BENT IN PLACE WHEN BEAM FORMEDIS OM) BARS .zz, y 3Flr/fifJi P '�' rr. r i ti :r law r" { f t �` �+.�i' mss. fir. ,r'\� +'4'�' Elio• ,�*.' >.�' `*�/�yti{ Al J�OM) BAF SECTI ON / 1 410m) SECTION B --B ELEVATION SECTION C --C CHIMNEY BASE CASE SEE SECTION A—A FOR RISER am SECTION D—D LrTRENCH f t i i t E—E MIN ON ♦ i CASE I! GROUND r STANDARD PLANS FOR PUBLIC WORKS t a f f J } ii f r PAPER TUBING • J r i r , � r f? SPECT CAS 'FOR FPU L# KS C2-_ C N d k N -I } �` �+.�i' mss. fir. ,r'\� +'4'�' Elio• ,�*.' >.�' `*�/�yti{ Al J�OM) BAF SECTI ON / 1 410m) SECTION B --B ELEVATION SECTION C --C CHIMNEY BASE CASE SEE SECTION A—A FOR RISER am CTR 1 1 nA 72 (1 m n -;-mAj r � i0l _l-1M:4ollil NOTES 1. THE UPPER END OF THE CHIMNEY PIPE SHALL BE AT LEAST 8' (2:5 m) BELOW THE GRADE OF THE LOWER CURB. 2. NO CONNECTION SHALL BE MADE DIRECTLY TO TOP OF CHIMNEY PIPE. 3. WHERE ONE HOUSE LATERAL IS TO BE JOINED TO THE CHIMNEY PIPE, USE A SINGLE WYE AND FACE WYE TOWARDS PROPERTY TO BE SERVED: 4. WHERE TWO OR MORE HOUSE LATERALS ARE TO BE JOINED TO THE CHIMNEY PIPE, INSTALL WYE BRANCHES AS FOLLOWS: A. FOR TWO HOUSE LATERALS, ONE SERVING EACH SIDE' OF STREET, USE A DOUBLE WYE BRANCH. B. FOR TWO HOUSE LATERALS SERVING THE SAME SIDE OF THE STREET, USE TWO SINGLE WYES STACKED WITH BRANCHES FACING THE PROPERTIES SERVED. C. FOR THREE OR FOUR HOUSE LATERALS, USE TWO DOUBLE WYE BRANCHES OR ONE DOUBLE AND ONE SINGLE ''WYE BRANCH STACKED. 5. EACH DOUBLE OR SINGLE WYE' BRANCH AND EIGHTH BEND SHALL BE SUPPORTED BY A CONCRETE BEAM AS SHOWN. 6. FOR CHIMNEY BASE, 6" (150 mm) TEE BRANCH OR; WYE SHALL BE INSTALLED VERTICALLY ON TOP OF THE MAIN LINE SEWER AS 'SHOWN. THE CHIMNEY BASE MUST BE POURED AND SET WITH DOWELS AS SHOWN 24 HOURS BEFORE THE CHIMNEY CONCRETE IS POURED. 7. ALL CONCRETE SHOWN SHALL BE CLASS 520--C-20® (310--C-17). 8. CASE I SHALL BE FOR VITRIFIED CLAY PIPE ONLY. 9. CASE 11 SHALL BE FOR ALL ALLOWABLE PIPE MATERIALS. 10. FOR ABS PIPE USE SOLVENT WELDED JOINTS ONLY. 11. A CAP SHALL BE INSTALLED AT THE OPENING OF THE PIPE RISER AND AT EACH UNCONNECTED BRANCH, SEALED AROUND ITS CIRCUMFERENCE WITH 1" (25 mm) THICK TYPE "F" MORTAR. STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD -PLAN 220---3 CHIMNEYS SHEEIINF 0- CONSTRUCT 6" VCP SEWER LATERAL (D— CONSTRUCT 6" SEWER CLEANOUT PER CIN OF FONTANA STD. 2005 (D— CONSTRUCT SEWER CLEAN OUT BOX PER CIN OF FONTANA STD. 2006. 0— CONSTRUCT STANDARD PAVING AND TRENCH REPAIR PER CITY OF FONTANA STD. 1008. (D— CONSTRUCT SEWER CHIMNEY PER SPPWC STD. PLAN . N0. 220-3. 0 20 40 80 120 SCALE: 1 40' SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT 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 REVISION DESCRIPTION DATE ENGR. CITY DATE 1 STANDARDS IN EFFECT. QR®F��N�l Prepared Under The Supervision Of ��® ,c�® sr F�� Th®eyes i��ir�e�rir� , Inc. CIVIL ENGINEERING • LAND SURVE7?NG ca cam+ 14349 FIRESTONE BOULEVARD * RNIA 906 R.C.E. N0. 56155r— PH.(71 )52A1-4811F®AX(714)521-4173 cn Exp. 12-31-18 \- �'��. CIV iL ®�`� OF C NOS ate R INHARD STENZEL RCE NO. 56155 Last Update: 8/23/18 0:\3600-3699\3643\PUBLIC SEWER\3643PUB SEWER 02.dwg C ITY 0 F FONTANA, CALI FO R NIA SEWER IMPROVEMENT PLAN DRAWN BY: SOUTH HIGHLAND H LAND AVENUE SCALE: SHOWN D.D. AS DESIGNED BY: FONTANA MAZDA DATE: D.D. 16800 SOUTH HIGHLAND AVENUE -PAR AO 9972 CHECKED BY: APP VED ',2% Y DRAWING NO.: 2 R S DATE: ! .5 W/,� CITY ENGINEER R.C.E. 51152 `� 2 SECTION D—D LrTRENCH SECTION B—B CHIMNEY BASE SECTION E—E CASE I! STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN PROMULGAVEQ BY THE PUBIGR WORKS STANDARDS INC. GREEN$QOIC COMMITTEE CHIMNEYS 220'-- 3 L 104 REV. 1993, 1996. 2049 USE SHEET 1 OF 2 f? SPECT CAS 'FOR FPU L# KS C2-_ C N CTR 1 1 nA 72 (1 m n -;-mAj r � i0l _l-1M:4ollil NOTES 1. THE UPPER END OF THE CHIMNEY PIPE SHALL BE AT LEAST 8' (2:5 m) BELOW THE GRADE OF THE LOWER CURB. 2. NO CONNECTION SHALL BE MADE DIRECTLY TO TOP OF CHIMNEY PIPE. 3. WHERE ONE HOUSE LATERAL IS TO BE JOINED TO THE CHIMNEY PIPE, USE A SINGLE WYE AND FACE WYE TOWARDS PROPERTY TO BE SERVED: 4. WHERE TWO OR MORE HOUSE LATERALS ARE TO BE JOINED TO THE CHIMNEY PIPE, INSTALL WYE BRANCHES AS FOLLOWS: A. FOR TWO HOUSE LATERALS, ONE SERVING EACH SIDE' OF STREET, USE A DOUBLE WYE BRANCH. B. FOR TWO HOUSE LATERALS SERVING THE SAME SIDE OF THE STREET, USE TWO SINGLE WYES STACKED WITH BRANCHES FACING THE PROPERTIES SERVED. C. FOR THREE OR FOUR HOUSE LATERALS, USE TWO DOUBLE WYE BRANCHES OR ONE DOUBLE AND ONE SINGLE ''WYE BRANCH STACKED. 5. EACH DOUBLE OR SINGLE WYE' BRANCH AND EIGHTH BEND SHALL BE SUPPORTED BY A CONCRETE BEAM AS SHOWN. 6. FOR CHIMNEY BASE, 6" (150 mm) TEE BRANCH OR; WYE SHALL BE INSTALLED VERTICALLY ON TOP OF THE MAIN LINE SEWER AS 'SHOWN. THE CHIMNEY BASE MUST BE POURED AND SET WITH DOWELS AS SHOWN 24 HOURS BEFORE THE CHIMNEY CONCRETE IS POURED. 7. ALL CONCRETE SHOWN SHALL BE CLASS 520--C-20® (310--C-17). 8. CASE I SHALL BE FOR VITRIFIED CLAY PIPE ONLY. 9. CASE 11 SHALL BE FOR ALL ALLOWABLE PIPE MATERIALS. 10. FOR ABS PIPE USE SOLVENT WELDED JOINTS ONLY. 11. A CAP SHALL BE INSTALLED AT THE OPENING OF THE PIPE RISER AND AT EACH UNCONNECTED BRANCH, SEALED AROUND ITS CIRCUMFERENCE WITH 1" (25 mm) THICK TYPE "F" MORTAR. STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD -PLAN 220---3 CHIMNEYS SHEEIINF 0- CONSTRUCT 6" VCP SEWER LATERAL (D— CONSTRUCT 6" SEWER CLEANOUT PER CIN OF FONTANA STD. 2005 (D— CONSTRUCT SEWER CLEAN OUT BOX PER CIN OF FONTANA STD. 2006. 0— CONSTRUCT STANDARD PAVING AND TRENCH REPAIR PER CITY OF FONTANA STD. 1008. (D— CONSTRUCT SEWER CHIMNEY PER SPPWC STD. PLAN . N0. 220-3. 0 20 40 80 120 SCALE: 1 40' SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT 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 REVISION DESCRIPTION DATE ENGR. CITY DATE 1 STANDARDS IN EFFECT. QR®F��N�l Prepared Under The Supervision Of ��® ,c�® sr F�� Th®eyes i��ir�e�rir� , Inc. CIVIL ENGINEERING • LAND SURVE7?NG ca cam+ 14349 FIRESTONE BOULEVARD * RNIA 906 R.C.E. N0. 56155r— PH.(71 )52A1-4811F®AX(714)521-4173 cn Exp. 12-31-18 \- �'��. CIV iL ®�`� OF C NOS ate R INHARD STENZEL RCE NO. 56155 Last Update: 8/23/18 0:\3600-3699\3643\PUBLIC SEWER\3643PUB SEWER 02.dwg C ITY 0 F FONTANA, CALI FO R NIA SEWER IMPROVEMENT PLAN DRAWN BY: SOUTH HIGHLAND H LAND AVENUE SCALE: SHOWN D.D. AS DESIGNED BY: FONTANA MAZDA DATE: D.D. 16800 SOUTH HIGHLAND AVENUE -PAR AO 9972 CHECKED BY: APP VED ',2% Y DRAWING NO.: 2 R S DATE: ! .5 W/,� CITY ENGINEER R.C.E. 51152 `� 2