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Home My WebLink About4049-3 I I NOTES I ;-1-TOP OF CURB __L- SHALL � STREET SURFACE I. EXCEPT AS OTHERWISE INDICATED ON THE PROJECT PLANS, ALL HOUSE CONNECTION SEWERS • SHALL BE TYPE 'A' AND SHALL BE CONSTRUCTED ON STRAIGHT LINES AND GRADES BETWEEN PROPERT`f LINE CONTROL POINTS AND ELEVATIONS. UNLESS OTHERWISE CENTER LINE TO, OF CURB OF MAIN SEWER 2. DIMENSIONS P STREET SURFACE NOTED A. Y = 1.85 m (6 FT.) 4 I _ LENGTH A B. LENGTHS 'A' AND 'B' - SEE PROJECT PLANS ._ — - -� C. HEIGHT 'H' - SEE PROJECT PLANS ! e-PROPERTY LINE CENTER LINE r-CAPUNLESS UNLESS OTHERWISE II JOINING EX. H.C. D. ELEVATIONS 'E' AND 'F• SEE PROJECT PLANS NOTED OF MAIN SEWER--,` i (SEE NOTE 4) 3 ALL HOUSE CONNECTION SEWER PIPE SHALL BE 150 mm (6 IN.) UNLESS OTHERWISE INDICATED -----CAP AND MAY BE ANY OF THE FOLLOWING, )- `LENGTH A 1 W ELEVATION F lig A. VC PIPE —CAP UNLESS ;9 -150 mm (6") WYE B. PE PIPE JOINING EX. H.C. z C. ABS SOLID WALL PIPE (SEE NOTE .: ) = w CLASS 265C14 D. ABS COMPOSITE PIPE a E. PVC PLASTIC PIPE F O (450-C-2000) ��; j JW CONCRETE ENCASEMENT PROVIDED THAT CHANGES FROM ONE TYPE OF MATERIAL OR SIZE TO ANOTHER SHALL BE MADE ELEVATION F\' '`�J w w~ ONLY BY MEANS OF SUI TABLE ADAPTERS APPROVED BY THE ENGINEER. BRANCH r mix 4 THE UPPER END OF THE HOUSE CONNECTION SHALL BE SEALED BY INSTALLING A CAP AND UJ u_Z I/B BEND SEALING THE CAP WITH 25 mm (I IN.) THICK TYPE 'F' MORTAR AROUND THE CIRCUMFERENCE z o 2 ir OF THE CAP. ao 5. EXCEPT AS CONTROLLED BY ELEVATIONS INDICATED ON THE PROJECT PLANS, THE MINIMUM PROFILE 6 ,2,-- • ,\ —150 mm (6") WYE SLOPE FOR ALL PIPE SHALL BE 2 PERCENT (S=0.02 MINIMUM). TYPE A VANS= � h. THE FIGURE IN A CIRCLE ON THE PROJECT PLANS ADJACENT TO A HOUSE CONNECTION SEWER ELEVATION E ry'r�,`-- STATION INDICATES THE DEPTH IN METERS BELOW THE EXISTING TOP OF CURB TO WHICH THE CAP ll INVERT OF THE UPPER END OF THE HOUSE CONNECTION SEWER SHALL BE CONSTRUCTED. IF 400 BRANCH NO DEPTH IS INDICATED THE INVERT OF THE UPPER END SHALL BE THE ELEVATION SHOWN ON mm THE PROFILE. WHERE NEITHER DEPTH NOR ELEVATION IS INDICATED. THE INVERT SHALL BE (16') 1.85 m (6 FT.) BELOW THE TOP OF THE EXISTING CURB. SQUARE BRANCHES SHALL BE EITHER TEES OR WYES AND SHALL BE ROTATED UPWARD FROM THE OR HORIZONTAL TO AN ANGLE OF 22-1/2 DEGREES TO 45 DEGREES WHEN TEES ARE USED. BENDS CIRCULAR PROFILE ARE NOT REQUIRED BUT MAY BE USED AT THE OPTION OF THE CONTRACTOR. WHEN THE BRANCH ROTATION N DOES USED FOR RM TO THE SLOPE OF THE HOUSE CONNECTION SEWER, PULLED TYPE B S. THE MAXIMUM DEFLECTION AT EACH JOINT FOR 100 mm (4 IN.) and 150 mm (6 IN.) VITRIFIED CLAY PIPE HOUSE CONNECTION SEWERS SHALL BE 4 DEGREES, WHICH IS EQUAL TO A PULL OF ,-1-TOP OF CURB 14 mm (9/16 IN.) FOR a 150 mm (6 IN.) PIPE AND 10 mm (3/8 IN.) FOR A 100 mm (4 IN.) PIPE. . L----- BEET SURFACE (PULL IS DEFINED AS THE SEPARATION OF THE ABUTTING PIPE ENDS ON THE CONVEX SIDE OF THE CURVE MEASURED AT THE OUTSIDE PIPE BARREL). PROPERTY LINE TOP OF CURB 9. CONNECTION OF A BUILDING SEWER SMALLER THAN 150 mm (6 IN.) TO A 150 mm (6 IN.) HOUSE 'UNLESS OTHERWISE CENTER LINE STREET SURFACE CONNECTION SEWER SHALL BE MADE USING AN APPROVED INCREASEk - TEE OR AN INCREASER I. NOTED OF MAIN SEWER FOLLOWED BY A TEE. ! LENGTH A -PROPERTY LINE CENTER LINE 10. ALL HOUSE CONNECTION SEWERS OR PORTIONS THEREOF CONSTRUCTED ON A SLOPE EXCEEDING I UNLESS OTHERWISE . 45 DEGREES SHALL BE ANCHORED PER STANDARD PLAN 221. CAP UNLESS LENGTH B NOTED OF MAIN SEWER JOINING EX. H.0 LENGTH A II. HOUSE CONNECTION SEWERS CONSTRUCTED PURSUANT TO A HOUSE CONNECTION PERMIT SHALL I(SEE NOTE 4) �- I/B OR I/16 BEND '- -•-� CONFORM TO ALL APPLICABLE STATUTES AND ORDINANCES. AS NEEDED 4116i . CAP UNLESS 12. DIMENSIONS SHOWN ON THE PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACTLY EQUAL - JOINING EX. H.C. VALUES. IF METRIC UNITS ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL BE \ \� (SEE NOTE 4) • LENGTH B METRIC VALUES. IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION F'._EVATION F /f ELEVATION F SHALL BE ENGLISH VALUES. ELEVATION E--' '� Z illliliot iuti 2 LuLJ N �OO �r( o L4-0-- C)'' 2� /1 in (/)O 0 t' ai `r z_ BRANCH I/B OR I/16 BEND `J PROFILE AS NEEDED BRANCH I TYPE C PROFILE TYPE D AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD r TPLAN I -_ ------- sTnNOArtD PLAN PROMULGATED BY THeMETRIC - IJBUCWORKS STANDARDS'N`. HOUSE CONNECTION SEWER 222 - 1 222 4 ' HOUSE CONNECTION SEWER GREENBOOKCOMMiTTEF — SF 'IEET 2 0( V — Rev 1996 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 240 . .J �� / m j ur No. . , i1 --.. •_ - 4r_ lk - A - * 6'�. CMV .�P gTFOFCALIF°P - _ -- , f� _----"/ '' PREPARED UNDER THE SUPERVISION OF: Underground Service Alert - SHOULD THE CONSTRUCTION OF THEI CITY OF FONTANA, CALIFORNIA REQUIRED IMPROVEMENTS NOT Q �Nq Call: TOLL FREE •LAND PLANNING COMMENCE WITHIN TWO YEARS O F (-P....FESS M RA Y� FARSH ,�L •C/V/L ENG/NEER/NG 1 ��OQ'227_2600 O •GEOMAT/C ENG/NEER/NGTHE DATE OF APPROVAL SHOWN tia ENGINEERING •GPS BROBOTIC SURVEY/NG SEWER PLANS ;II HEREON AND CARRIED FORTH IN A J •crRAx3-D LASERSCANN/NGRECORD DRAWINGROUPt:,DIAL BEFORE DILIGENT MANNER, THE CITY NO 57580 DRAWN BY: LHT TRACT 17108 ENGINEER MAY R REQUIRE REVISIONS Yr EXP, 12-31-2007 - — - = WER PLANS SCALE: EQ 2001 E. FINANCIAL WAY STE. 104, GLENDORA, CA 91741 DESIGN BY: KM YOU DIG TO THE PLANS TO BRING THEM INTO `rI-17 CIVIL ��P PHONE: (626) .914-5788 FAX: (626) 914-5757 WEB: www.megi.bz c DEBT-AIL SHEET DATE; 11 APR 06 TWO WORKING DAYS BEFORE YOU DIG /� CONFORMANCE WITH CONDITIONS AND F of CA�IF0� (kPPRe EDB . ' DRAWING. NO. A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT /2\ RECORD DRAWING 7/1/09 U1/e i / el/to/el STANDARDS IN EFFECT, tA, 7`lol06 0 ‹. � REV, REVISION DESCRIPTION DATE ENGR, CITY DATE CHECKED BY: c �✓ 7 'l�'D� 4049 733 WILLIAM M.RAYMOND J R.C.E. 57580 EXP. 11/31/2007 ,tWMRJ Ne CIS Y ENGINEER R.C.E. 51152 DATE