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<br />GAL -TRANS TYPE B —11 CI
<br />PRECAST CONCRETE
<br />FLARED END SECTION
<br />AS PER THE DETAIL 3:1 MAX.
<br />ON SHEET 3.
<br />M,qX
<br />INLET
<br />CONCRETE BASE AS PER
<br />THE FLARED END SECTION,
<br />AS SHOWN ON SHEET 3.
<br />PLACE RIPRAP COBBLES 18' THICK, 2.0' EACH
<br />SIDE OF THE INLET PIPE AS SHOWN TO B.O'
<br />BEYOND THE INLET. RIPRAP COBBLES SHALL CONFORM
<br />TO GAL TRANS SPECIFICATIONS, SECTION 72,
<br />FAGIN6 GLASS, METHOD B PLACEMENT SLOPE
<br />PROTECTION
<br />PLAN
<br />GAL TRANS TYPE B PRECAST
<br />COWA;1:E FLARED END SECTION
<br />PLACE RIPRAP GOBBLES IB" THICK
<br />2.0' EACH SIDE OF THE INLET PIPE
<br />AS 5HONN TO 8.0' BEYOND THE
<br />I NLET.
<br />N �
<br />LAKE 51DE SLOPE
<br />6' MIN.
<br />SECTION
<br />LAKE INLET VETA I L
<br />SCALE : 1"=2'
<br />3"
<br />ry
<br />CONSTRUCT PGG
<br />CUTOFF NALL
<br />e"
<br />SECTION A—A
<br />END VI EW
<br />MINIMUM DIMENSIONS
<br />PIPE
<br />DIA
<br />A
<br />B
<br />G
<br />D
<br />E
<br />SLOPE
<br />12"
<br />4"
<br />1i"
<br />R
<br />N((�v
<br />UJj
<br /><
<br />> E
<br />24"
<br />24"
<br />l'IL
<br />_
<br />N
<br />18"
<br />q"
<br />2-"
<br />27"
<br />36"
<br />24"
<br />qJj"
<br />24"IY
<br />43-"
<br />48"
<br />30"
<br />12"
<br />3
<br />54"
<br />60"
<br />36"
<br />15"
<br />34"
<br />63"
<br />72"
<br />42"
<br />21 "
<br />4l!"
<br />63„
<br />78"
<br />4&„
<br />24„
<br />4.*
<br />72„
<br />64
<br />54"
<br />27"
<br />5-k"
<br />65"
<br />L32"
<br />PRECA57 CONCRETE
<br />PLARE17 ENV SECTION OETA I L
<br />NO SCALE
<br />a■
<br />q5% MINIMUM
<br />RELATIVE COMPACTION
<br />NEN STREET BASE SMALL BE MOISTURE
<br />CONDITIONED AND COMPACTED PURSUANT
<br />TO THE STATE SPECIFICATION, q5%
<br />MINIMUM RELATIVE COMPACTION.
<br />OPTIONAL 5TEPPED OR SLOPIN6
<br />MATERIAL SHALL BE COMPACTED
<br />WITH MECHANICAL EQUIPMENT,
<br />ANY METHOD, TO A MINIMUM OF
<br />q0% RELATIVE COMPACTION.
<br />INITIAL BACKFILL ^- HAND TAMP OR
<br />MECHANICAL TAMPIN6 AT 6' MAXIMUM
<br />LIFTS. PLACE ALL EBEDHENT MATERIALS
<br />TO A MINIMUM OF q0% RELATIVE
<br />COMPACTION.
<br />HAUNCHIN6 - HAND TAMP AT SIDES
<br />AND UNDER PIPE AT 6' MAX. LIFTS.
<br />BEDDIN6 SEE NOTE NO. 3 BELOW.
<br />NOTE -5
<br />1. ALL EMBEDMENT MATERIALS SHALL CONFORM TO CLASS 1, II OR III SOIL
<br />CLASSIFICATIONS AS DESIGNATED IN A5TM D-2321.
<br />CLASS 1: ANGULAR 4 TO W 6R4DED STONE, INCLUDING A NUMBER OF FILL
<br />MATERIALS THAT HAVE RE61ONAL 5I6NIFICANCE SUCH AS CORAL, SLA6,
<br />CINDERS, CRUSHED STONE OR CRUSHED SHELLS.
<br />GLASS II: COARSE SANDS AND 6RAVELS WITH MAXIMUM PARTICLE SIZE OF
<br />1�', INCLUDING VARIOUSLY 6RADED SANDS AND 6RAVEL.S CONTAINING SMALL
<br />PERCENTAGES OF FINES, 6ENERALLY 6RANULAR AND NON -COHESIVE, EITHER hET
<br />OR DRY. SOILS TYPES 60q, 6P, 50q AND SP ARE INCLUDED IN THIS, GLASS.
<br />CLASS III: FINE SAND AND CLAY 6RAVELS, INCLUDIN6 FINE SANDS, SAND -CLAY
<br />MIXTURES, AND 6RAVEL-CLAY MIXTURES. SOIL TYPES 6M, 6C, SM AND SC ARE
<br />INCLUDED IN THIS CLASS. CLASS III MATERIALS SHALL NOT BE USED IN
<br />EMBEDMENT ZONE OF PIPELINES THAT ARE 6REATER THAN 14' OF COVER TO
<br />THE PROPOSED FINISH 64ZADE.
<br />2. SELECTED NATIVE MATERIALS C 4I ORMIN6 TO CLASS I, II, OR III MAY BE
<br />USED IN ALL EMBEDMENT ZONES. NATIVE MATERIAL 5HALL BE FREE OF ORSANIG
<br />MATERIAL, STONES OR LUMPS EXCEEDIN6 3' IN 6REATE5T DIMENSION.
<br />3. ANY AREA AT THE BOTTOM OF THE TRENCH DETERMINED TO BE UNSUITABLE BY
<br />THE 6EOTEC4-lNICAL EN6IN MRR SHALL BE REMOVED AND REPLACED WITH 6' OF
<br />CLASS I, 71 OR III MATERIALS AT q5% MINIMUM RELATIVE COMPACTION. IN
<br />A CASE hHERE THE TRENCH BOTTOM 15 UNSTABLE, THE BOTTOM AREA SMALL BE
<br />REMOVED AND REPLACED WITH CLASS 1, 11 OR III MATERIALS TO A DEPTH
<br />DETERMINED BY THE 6E07ECHNI CAL EN6INEER.
<br />4.-ETTIN6 MILL NOT BE ALLOWED IN THE HiBEDME•1T ZONES. COMPACTION OF
<br />EM!NEDMtN/T MATERIALS SMALL CONSIST OF HAND TAMPING AND/OR MECHANICAL
<br />TAMPIN6.
<br />P. V. C. SAN I TARP SEWER
<br />TRENCH SECT I ON
<br />UTILITY CON7AC75
<br />5ANITARY
<br />SEWER - OAKMOOD LAKE MATER DISTRICT
<br />ATTN.:
<br />MIKE 6ILTON PH. (20q) 634-bg20
<br />DOMESTIC
<br />MATER - OAKWOOD LAKE MATER DISTRICT
<br />ATTN.:
<br />MIKE 6ILTON PH. (20q) 634-bg20
<br />STORM DRAINA6E - OAKMOOD LAKE MATER DISTRICT
<br />ATTN.:
<br />MIKE 6ILTON PH. (20q) 634-bg20
<br />ELECTRIC
<br />- PACIFIC 6AS AND ELECTRIC COMPANY
<br />ATTN.:
<br />THOMAS 5AMANIE60 PH. (204) q42-1783
<br />6A5 - PACIFIC 6A5 AND ELECTRIC COMPANY
<br />ATTN.:
<br />THOMAS 5AMANIE60 PH. (20q) q42-1743
<br />TELEPHONE
<br />- VERIZON COMMUNICATIONS
<br />ATTN.:
<br />KATHY STROUT PH. (204) 234-0346
<br />GABLE TELEVISION - C0MCA5T
<br />ATTN.:
<br />MELANIE HERNANDEZ PH. (20q) 474-1747
<br />WO=g�
<br />EXT. 238
<br />STREET LI6HTIN6 - PACIFIC 6A5 AND ELECTRIC CO.
<br />ATTN.:
<br />THOMAS SAMANIE-60 PH. (20q) q42-1783
<br />0
<br />I'�b' S'•G' 23'�O'
<br />21'--O'
<br />�L__021 I 1 02
<br />4Jj" ROLL CURB, 6UTTER
<br />AND SIDEWALK AS PER
<br />THE COUNTY STANDARDS
<br />DRANIN6 NO. GN -G6.
<br />23'^O�'�• 5'^6' JE
<br />21'^0' 2',,0'
<br />I I I Sin. a2
<br />PAVE USING ASPHALT CONCRETE
<br />AND A66RE6ATE BASE AS PER
<br />THE STREET SECTION CHART
<br />BELOW.
<br />TYPICAL SECTION
<br />AFL I CELLA COURT
<br />SCALE: I"=10'
<br />es',.r2•
<br />:W_4.
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<br />5'..0• b• 25,,,,0.
<br />2i,,,0. b. 5,,,0.
<br />I,,,b.
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<br />2'-O'
<br />30'"0'
<br />b'�O' Ib' -0'
<br />jM IA
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<br />6" VERTICAL CURB, 6011 J 6" VERTICAL CURB AS J �_ PAVE U51N6 ASPHALT CONCRETE
<br />AND 5' SIDEWALK AS PER PER COUNTY STANDARDS AND A66RE6ATE BASE AS PER
<br />COUNTY 5TANDARP5 DRANIN6 DRANIN6 NO. GW -C& THE STREET SECTION CHART
<br />NO. GN -C7. BELOW.
<br />TYPICAL ENTRYWAY
<br />SPL I CELLA COURT
<br />SCALE: 1"=10'
<br />STREET
<br />SECT I ONS
<br />�1( dal hti �J (0U
<br />R—VALUE NOTE
<br />R -VALUE TE5TIN6 SHALL BE PERFORMED ON SU06RAVE AFTER THE ROUGH
<br />6RADIN6 HAS BEEN COMPLETED, TO VERIFY THE EXACT R -VALUES TO BE
<br />USED FOR THE FINAL ASPHALTIC PAVEMENT DE5I6N5. THE CONTRACTOR
<br />SHALL WORK CLOSELY WITH THE SOILS EN6INEER TO DETERMINE THE
<br />EXTENTS OF THE 6RADIN6 WORT' REQUIRED IN AREAS DEEMED UNACCEPTABLE
<br />BY THE SOILS EN6INEER. ALL FINAL DESI6NS AND SOLUTIONS SHALL BE
<br />APPROVED BY SAN JOAOUIN COUNTY PRIOR TO PLACING THE A66RE6ATE
<br />BASE ROCK.
<br />RYAN CARREL, R.C.E. 61619
<br />DAVE SKIDMORE, L.S. 7126
<br />CC*
<br />k ('t f 1 1,t 1ilo '3V11r1J } � i1.l V, I!fy
<br />DRAWN BY: J. S. H.
<br />DATE: AUC7• 14, 2006
<br />SCALE: 1 "=500'
<br />DWG: 2466'-CVR
<br />CHECKED: Kkq
<br />foB # 2g6H-04
<br />SHEET .5
<br />OF 26
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<br />6" VERTICAL CURB, 6011 J 6" VERTICAL CURB AS J �_ PAVE U51N6 ASPHALT CONCRETE
<br />AND 5' SIDEWALK AS PER PER COUNTY STANDARDS AND A66RE6ATE BASE AS PER
<br />COUNTY 5TANDARP5 DRANIN6 DRANIN6 NO. GW -C& THE STREET SECTION CHART
<br />NO. GN -C7. BELOW.
<br />TYPICAL ENTRYWAY
<br />SPL I CELLA COURT
<br />SCALE: 1"=10'
<br />STREET
<br />SECT I ONS
<br />�1( dal hti �J (0U
<br />R—VALUE NOTE
<br />R -VALUE TE5TIN6 SHALL BE PERFORMED ON SU06RAVE AFTER THE ROUGH
<br />6RADIN6 HAS BEEN COMPLETED, TO VERIFY THE EXACT R -VALUES TO BE
<br />USED FOR THE FINAL ASPHALTIC PAVEMENT DE5I6N5. THE CONTRACTOR
<br />SHALL WORK CLOSELY WITH THE SOILS EN6INEER TO DETERMINE THE
<br />EXTENTS OF THE 6RADIN6 WORT' REQUIRED IN AREAS DEEMED UNACCEPTABLE
<br />BY THE SOILS EN6INEER. ALL FINAL DESI6NS AND SOLUTIONS SHALL BE
<br />APPROVED BY SAN JOAOUIN COUNTY PRIOR TO PLACING THE A66RE6ATE
<br />BASE ROCK.
<br />RYAN CARREL, R.C.E. 61619
<br />DAVE SKIDMORE, L.S. 7126
<br />CC*
<br />k ('t f 1 1,t 1ilo '3V11r1J } � i1.l V, I!fy
<br />DRAWN BY: J. S. H.
<br />DATE: AUC7• 14, 2006
<br />SCALE: 1 "=500'
<br />DWG: 2466'-CVR
<br />CHECKED: Kkq
<br />foB # 2g6H-04
<br />SHEET .5
<br />OF 26
<br />
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