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20' CLASS 200 PVC <br />2+p0 <br />MATCH EXIST <br />-- PAVEMENT GRADE <br />EXIST EP/ <br />3g� <br />-►- 00 _ <br />J v) <br />20' <br />A <br />co 30 SD EASTVI EW DRIVE <br />+ 4. <br />XX x x x x x x x x x x -x -x x x x x x > <br />X 1.1.I <br />X ELEVATION = 33.78 4' 1 ' <br />HIGHWATER = <br />n 6 9.6 9 x W/4,000 GPM <br />10, CAPACITY OF <br />PUMP STATION 1 <br />CL <br />,[ t x O <br />v J <br />w <br />x x <br />V) <br />6 4 0 7 0 0 <br />26 Y <br />s• N I SECTION A -A <br />NTS <br />A. <br />I U <br />1AJ \ 4 . 4 4 <br />E 507. 154 <br />oe 383 <br />6352.1 310 <br />�0 387 I L <br />0 <br />4, v 4„ AB ALL <br />WEATHER ACCESS p� <br />�. <br />/ I SADDLE TYPE MH <br />6 4 .9 9 DOUBLE GATE 10 SEE DWG. D-18 ON SHT: 27 <br />m EXIST INV=26.68± FI LD VERIFY EXISTING ELEVATION EROSION CONTROL <br />2 ®9 Fix¢ 3 0 PIPE DISCHARGE <br />SEE DWG. D-12 0 12" D. INV=26.68± ATCH EXISTING ELEVATION SEE DWG D-22 ON SHT: 27 <br />+ ON SHT: 27 o aQ r' 30" D. INV=31.00 0 LET TO POND <br />X II 5 o n I OUTLET EL=27.0 <br />4 PIPE INLET STRUCTURE <br />4 SEE DWG D-20 ON SHT: 27 45.7822 <br />INV EL=25.0 <br />GRADE TO <br />12 SD 5.0 DRAIN <br />FOR GRADING, DR NAGE, 1 1 <br />AND PAVING AILS, PUMP <br />SEE �EET 19 HOUSE `� C.B. 4352121 (TYP) <br />RIM EL=36.7 <br />INV EL=33.7 <br />/ l•: <br />3 38. `" ' B <br />? p x SPILLWAY RIPRAP SWALE <br />2" AC/8" AB'� 1N -'81 <br />70 LF (2)24" RCP SEE DWG. D-24 <br />ELECT. PIPE INV = 35.50' <br />ON SHT: 27 (TYP) <br />_ y,r EQUIP. d <br />5 N.44 72.1585 <br />7'�S/ $ ,tib• I ��h 3� 455.5669 <br />6' CHAIN LINK ��0,1 L s/ �j0• <br />FENCE W/ BROWN r uiC ( 3.5' (TYP O <br />PLASTIC SLATS a % } X 386 ) -bi <br />/ 3g 20 o <br />STORM X X X X <br />X x <br />38 � �� 3g 45' ELBOW X X X X - <br />•6p ., _--•- 1 � WATER � <br />PUMP STATION <br />SEE DETAILS ON <br />- i 4 .4 �� SHTS: 20 & 23 S <br />65 LF CL 50 i" <br />E 624 .00 3 3 38,3 3 D.I.P. DISCHAR 4 4.4 4 <br />6, 3 <br />44 . 39,> <br />1 6 1.147 Im <br />12" FLAP GATE 48.04 <br />11r' AT DISCHARGE' <br />NV EL=34.0 <br />. <br />WATERMAN.. fes.... ... <br />FOOTBRIDGE <br />OR EQUAL <br />SEE SHT: 21 <br />t <br />PIPE INV=34.00 <br />W/24" FLAP GATE � MOSuERJilCi� <br />WATERMAN F-25 SLOUGH <br />25'x6' _EROSI,ON _ OR -EQUAL. V V i'� <br />NOTE: ..CONTROL PIPE <br />DISCHARGE <br />CONTRACTOR SHALL SUBMIT BUILDING SEE DWG D-22 <br />PLANS AND DETAILS TO SAN JOAQUIN ON SHT: 27 <br />B <br />COUNTYFOR APPROVAL PRIORI T101, <br />CONST RUQTIGN. SEE SECTION 57 OF <br />THE SPECIFICATIONS FOR GENERAL P gifiA <br />GUIDELINES. <br />REVISION I DATE DESCRIPTION APPROVED DATE <br />COMPUTED: MJB <br />DRAWN BY: RAE/RDF/RHK <br />DESIGN BY: SRB <br />PROJ. ENGR. SRB <br />CELLA BARBE°�q� <br />ASSOCIATES <br />ENGNEERM. PLMINMG . LWDSCAPE ARCHITECTURE . WATER RESOURCES . SURVEM <br />w <br />U <br />G ' /Z - ev <br />Z <br />777 CAMPUS COMMONS ROAD SUITE 200 SACRAMENTO, CA 95825 <br />PHONE (916) 565-7446 FAX (916) 565-7452 <br />w <br />L <br />w <br />U <br />Y <br />Z <br />Z <br />w <br />J <br />Y <br />Z <br />z <br />a <br />U <br />Z <br />- - <br />Q <br />U <br />2 <br />U <br />tD <br />10' <br />o <br />EXISTING GRADE <br />MATCH <br />EXIST TOP OF BANK <br />uj <br />>2% <br />2% y6� <br />, <br />100 YR <br />¢ <br />00 <br />FLOOD=35.6± <br />Li <br />X 1.1.I <br />X ELEVATION = 33.78 4' 1 ' <br />HIGHWATER = <br />n 6 9.6 9 x W/4,000 GPM <br />10, CAPACITY OF <br />PUMP STATION 1 <br />CL <br />,[ t x O <br />v J <br />w <br />x x <br />V) <br />6 4 0 7 0 0 <br />26 Y <br />s• N I SECTION A -A <br />NTS <br />A. <br />I U <br />1AJ \ 4 . 4 4 <br />E 507. 154 <br />oe 383 <br />6352.1 310 <br />�0 387 I L <br />0 <br />4, v 4„ AB ALL <br />WEATHER ACCESS p� <br />�. <br />/ I SADDLE TYPE MH <br />6 4 .9 9 DOUBLE GATE 10 SEE DWG. D-18 ON SHT: 27 <br />m EXIST INV=26.68± FI LD VERIFY EXISTING ELEVATION EROSION CONTROL <br />2 ®9 Fix¢ 3 0 PIPE DISCHARGE <br />SEE DWG. D-12 0 12" D. INV=26.68± ATCH EXISTING ELEVATION SEE DWG D-22 ON SHT: 27 <br />+ ON SHT: 27 o aQ r' 30" D. INV=31.00 0 LET TO POND <br />X II 5 o n I OUTLET EL=27.0 <br />4 PIPE INLET STRUCTURE <br />4 SEE DWG D-20 ON SHT: 27 45.7822 <br />INV EL=25.0 <br />GRADE TO <br />12 SD 5.0 DRAIN <br />FOR GRADING, DR NAGE, 1 1 <br />AND PAVING AILS, PUMP <br />SEE �EET 19 HOUSE `� C.B. 4352121 (TYP) <br />RIM EL=36.7 <br />INV EL=33.7 <br />/ l•: <br />3 38. `" ' B <br />? p x SPILLWAY RIPRAP SWALE <br />2" AC/8" AB'� 1N -'81 <br />70 LF (2)24" RCP SEE DWG. D-24 <br />ELECT. PIPE INV = 35.50' <br />ON SHT: 27 (TYP) <br />_ y,r EQUIP. d <br />5 N.44 72.1585 <br />7'�S/ $ ,tib• I ��h 3� 455.5669 <br />6' CHAIN LINK ��0,1 L s/ �j0• <br />FENCE W/ BROWN r uiC ( 3.5' (TYP O <br />PLASTIC SLATS a % } X 386 ) -bi <br />/ 3g 20 o <br />STORM X X X X <br />X x <br />38 � �� 3g 45' ELBOW X X X X - <br />•6p ., _--•- 1 � WATER � <br />PUMP STATION <br />SEE DETAILS ON <br />- i 4 .4 �� SHTS: 20 & 23 S <br />65 LF CL 50 i" <br />E 624 .00 3 3 38,3 3 D.I.P. DISCHAR 4 4.4 4 <br />6, 3 <br />44 . 39,> <br />1 6 1.147 Im <br />12" FLAP GATE 48.04 <br />11r' AT DISCHARGE' <br />NV EL=34.0 <br />. <br />WATERMAN.. fes.... ... <br />FOOTBRIDGE <br />OR EQUAL <br />SEE SHT: 21 <br />t <br />PIPE INV=34.00 <br />W/24" FLAP GATE � MOSuERJilCi� <br />WATERMAN F-25 SLOUGH <br />25'x6' _EROSI,ON _ OR -EQUAL. V V i'� <br />NOTE: ..CONTROL PIPE <br />DISCHARGE <br />CONTRACTOR SHALL SUBMIT BUILDING SEE DWG D-22 <br />PLANS AND DETAILS TO SAN JOAQUIN ON SHT: 27 <br />B <br />COUNTYFOR APPROVAL PRIORI T101, <br />CONST RUQTIGN. SEE SECTION 57 OF <br />THE SPECIFICATIONS FOR GENERAL P gifiA <br />GUIDELINES. <br />REVISION I DATE DESCRIPTION APPROVED DATE <br />�S <br />0 <br />4:1 (TYP.) <br />C <br />12' <br />C <br />- EXISTING GRADE <br />35.50 ' 100 YR. ' <br />ZO FLOOD=35.6± <br />® S,0 01,IRCp <br />33.78 <br />Q1 I 6' CHAIN LINK <br />FENCE W/BROWN <br />PLASTIC SLATS (TYP.) <br />SEE DWG. D-12 <br />I ON SHT: 27 <br />out] <br />F." <br />'SO <br />INSTALL FLAP GATES <br />' INV=34.00 <br />0 'o <br />1 � <br />N <br />t � <br />Ur <br />SECTION B -B <br />NTS <br />EXIST. GRADE <br />14' <br />8' 2' <br />SECTION C -C <br />NTS <br />4' <br />- 6' CHAIN LINK FENCE <br />GENERAL NOTES FOR INFORMATION ONLY <br />1. ALL FLOW LINE ELEVATIONS IN BLACK OAK ARE AT A MINIMUM OF 36.00. <br />2. MINIMUM EXISTING FLOW LINE ELEVATION IN OAK CREEK UNIT 1 IS 35.40 PER THEIR PLANS. <br />3. MINIMUM EXISTING FLOW LINE ELEVATIONS IN OAK CREEK UNIT 2 IS 36.20. <br />4. SEE SHEET 28 FOR PIPELINE PROFILES. <br />IMPROVEMENT PLANS FOR DATE: 10/28/1999 <br />BLACK OAK ESTATES SCALE: 17 <br />HORIZONTAL: 1"=20' OF - <br />STORM DRAIN POND VERTICAL: NONE <br />CADFILE: P1.DWG 28 <br />COUNTY OF SAN JOAQUIN CALIFORNIA JOB NO: 530084.01 <br />PRINTED: THUR 10/28/1999 13:59:55 <br />COMPUTED: MJB <br />DRAWN BY: RAE/RDF/RHK <br />DESIGN BY: SRB <br />PROJ. ENGR. SRB <br />CELLA BARBE°�q� <br />ASSOCIATES <br />ENGNEERM. PLMINMG . LWDSCAPE ARCHITECTURE . WATER RESOURCES . SURVEM <br />R. <br />~ ~ A z Z <br />W NO. C 047099 1 <br />0x EXP. 12/31/99 <br />*sTgr CIVIL �P <br />fprCq�t� <br />G ' /Z - ev <br />777 CAMPUS COMMONS ROAD SUITE 200 SACRAMENTO, CA 95825 <br />PHONE (916) 565-7446 FAX (916) 565-7452 <br />�S <br />0 <br />4:1 (TYP.) <br />C <br />12' <br />C <br />- EXISTING GRADE <br />35.50 ' 100 YR. ' <br />ZO FLOOD=35.6± <br />® S,0 01,IRCp <br />33.78 <br />Q1 I 6' CHAIN LINK <br />FENCE W/BROWN <br />PLASTIC SLATS (TYP.) <br />SEE DWG. D-12 <br />I ON SHT: 27 <br />out] <br />F." <br />'SO <br />INSTALL FLAP GATES <br />' INV=34.00 <br />0 'o <br />1 � <br />N <br />t � <br />Ur <br />SECTION B -B <br />NTS <br />EXIST. GRADE <br />14' <br />8' 2' <br />SECTION C -C <br />NTS <br />4' <br />- 6' CHAIN LINK FENCE <br />GENERAL NOTES FOR INFORMATION ONLY <br />1. ALL FLOW LINE ELEVATIONS IN BLACK OAK ARE AT A MINIMUM OF 36.00. <br />2. MINIMUM EXISTING FLOW LINE ELEVATION IN OAK CREEK UNIT 1 IS 35.40 PER THEIR PLANS. <br />3. MINIMUM EXISTING FLOW LINE ELEVATIONS IN OAK CREEK UNIT 2 IS 36.20. <br />4. SEE SHEET 28 FOR PIPELINE PROFILES. <br />IMPROVEMENT PLANS FOR DATE: 10/28/1999 <br />BLACK OAK ESTATES SCALE: 17 <br />HORIZONTAL: 1"=20' OF - <br />STORM DRAIN POND VERTICAL: NONE <br />CADFILE: P1.DWG 28 <br />COUNTY OF SAN JOAQUIN CALIFORNIA JOB NO: 530084.01 <br />PRINTED: THUR 10/28/1999 13:59:55 <br />