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Top of pavement grade Precast reinforced concrete gg�rade ad' ustment rings �', 4", & 6" sections as required Precast reinforced concrete cone All joints mortared and banded with mortar on both interior and exterior surfaces Precast reinforced manhole, ASTM C478, adjust to proper elevation. (1',2',3', &, 4' sections as required) Notes: >a -Cast Iron Frame and Cover - refer to Standard Drawing No. S-4 4' Mortar Conform Mortar (typ.) .. .... . . Grade Rings Gutter Grade ' io 2'-0" I Diam. Exist. ground e *1 Var. distance when 5" Min. St. & Louisa Ave. *3 SECTION A -A 1. Eccentric cones shall used t used where specified on I the plans. T� 2. Joints may be either keyed I ar; or tongue and groove. t 3. Diameter "A" shall be 48", 60", or 72" as 4" required. Class "B" concrete for base. Pre -cast base may be used if approved by the Director of Public Works ELEVATION x NOTE: A 1'-6• concrete cone may be used if approved by the Director of Public Works Std. Frame & Cover Mortar 1" Clear Lowest E �,_6" Flot slab shall be used when •. •. . •. • . ' •. depth does not permit use of Max. tapered unit 24• Use precast H-20 load rated �'� �• as manufactured by Teichert Precast Min. or equal. A Frame shall be secured to riser or flat slab top with cement mortar FLAT SLAB TOP STANDARD STORM DRAIN MANHOLE A -� Const. - - - - 1 1 Conform at E.P. --------------- �--� ---------- in 1 A.C. Gutter Grade T ical _ — Gutter Grade 1 Conform I Exist. Width to existing NOTE: See Sheet#5 A for driveway locations. 0.25' Asphalt Concrete over shaped and compacted native material. TYPE D Const.Conform-- -- ------ ----- ------- r` Gutter Grade rConform to existin to onexisting I radii. Exist. Width Variable depth Asphalt Concrete over existing paved dreiveway. NOTE: See Sheet#5 for driveway locations. TYPE E Conform to Ex Driveway 2" 4' Dia. 3' did. or sq. r3 A S" Min. Grout smooth all edges of pipe opening r- #5 Rebars (typical) PLAN VIEW Standard storm drain ma refer to Standard Drowinc No. D-17. /--Grout to Foundation 3' Opening (See Note No 3) �— Class "g' Concrete -- 8„ 8" �-5' Min. —� �+--5' Min. SECTION A -A SECTION A -A PIPES LARGER THAN PIPES 24 TO 36" DIA. 36" DIA. NOTES: 1. The foundation shall be a minimum of 5' for 44' O.D. pipe and smaller. 2. For pipe larger than 44' O.D., the foundation shall extend a minimum of 8" beyond each side of the pipe. 3. Opening to be 3' long x (I.D. of pipe) wide, up to 36' I.D. pipe. For pipes larger than 36' I.D., opening to be 36" diameter or square. SADDLE—TYPE MANHOLE FOR PIPE 24" DIA. AND LARGER R/W SECTION A -A A Const. 1 �_-� Conform at E.P. --------------- 1 - - - - - - - r` u7 Gutter Grade- 1 i Conform I to existing I Exist. Width I NOTE: See Sheet#5 A for driveway locations. Shaped and compacted native material.= Sta. 8+76 Lt.(Oak St.) " = Sta. 7+32 Lt. (Alice Ave.) - Sta. 2+00 Rt. (Alice Ave.) TYPICAL DRIVEWAYS TYPE B DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVED DATE 3 1 1/f D- 3 HOLT EQUALLY SPACED PLAN VIEW to e _ 27"— I I �-25 1/f— tV 1 1/4• 24• 31 1/f SECTION A -A Bar 7/3f Vent-Optkm l J L-5-1/2„ SECTION C -C 2 118" SECTION B -B NOTE: Frame and Lover shall be machined td assure interchangeability and a close+ quiet fit. FRAME & COVER (MANHOLE) Exis fent rem plat Exis )ICK HOLE l' PICK HOLE E & COVER R/W anhole Trench Repair shall be 0.50' A.C. (Type B). Refer to Construction Notes on Sheet 5 for Locations and quantities of A.C. Misc. Areas (Trench Repair 0.50'). /- Existing Pavement — Compact in 12" max. layers to a min. relative compaction of 90% under pavement and shoulders, and outside shoulder. — Compact in 24" max. layers to a minimum relative compaction of 85%. — Compact in 6" layers to a minimum relative compaction of 90%. Pipe bedding: Refer to Specification, Section 71, Special for details. NOTES: 1. Relative compaction of materials shall be tested by the State of California, Dept. of Transportation Testing Manual, test method No. California 216 or 231. 2. All existing pavement shall be neatly cut to line prior to trench excavation. Const. Const 25' Earthwork (Misc. Areas) I I 17' Var. *2 E.P. D hu TYPICAL TRENCH DETAIL Const. I_ 25' Earthwork (Misc. Areas) I I 19' E.P. I Var. 10' to 12'f 1 2' 1 Var. 4' PLAN VIEW - 20" — 8% t/or J o< Gutter Grade Exist. ground 111 I'� Conform SHOULDER DETAIL -3 PLAN VIEW See note 1 1 1 /4" 3/4" Mortar Var. 10' to 12'f 2' Var. 4' Conform Mortar (typ.) .. .... . . Grade Rings Gutter Grade ' class 'e" concrete SECTION B—B Var. * 1 Exist. ground NOTE: 1. Grate shall be fastened to frame *1 Var. distance when in curve N.E. Cor. OakI St. & Louisa Ave. *3 SECTION A -A *2 Var. `# # `i Mortar # in curve S.W. Cor. Oalk # 2. Frame and Grate shall conform to Standard Drawing No. D-16. #. Vor, & S.E. Corner Oak St. & Alice Ave. ¢nd N.W. 1 1 /4' / 1/B.I �1 3 2' -I I� 5' / Alice Ave. & Louisa Ave. When in these areas, >` $: 18" R.C.P., CL III the 2' FRAME &GRATE shoulder _ -_... _.... 89; controling distance. 2" - SHOULDER D TAIL r (18" Storm Drain Inlet) 18" STORM DRAIN INLET x # x, VOA _ Jo< 1 1 SECTION A -A J.C. WHITE 12/15/91 COUNTY OF SAN JOAQUIN DRAW R SHEET N0. ACAD F:\THORNPH4\SHEETS THORNTON DRAINAGE PROJECT SHEET TOTAL SHEETS PLAN 'scALE: None CONSTRUCTION DETAILS PHASE 4 4 5 Conform Mortar (typ.) .. .... . . Gutter Grade class 'e" concrete SECTION B—B NOTE: 1. Grate shall be fastened to frame *1 Var. distance when in curve N.E. Cor. OakI St. & Louisa Ave. with 18" of 1/4" heat-treated chain SECTION A -A *2 Var. distance when in curve S.W. Cor. Oalk St. & Louisa Ave., 2. Frame and Grate shall conform to Standard Drawing No. D-16. S.W. & S.E. Corner Oak St. & Alice Ave. ¢nd N.W. & S.W. Corner Alice Ave. & Louisa Ave. When in these areas, use the 2' FRAME &GRATE shoulder at 8% as controling distance. SHOULDER D TAIL -1 (18" Storm Drain Inlet) 18" STORM DRAIN INLET J.C. WHITE 12/15/91 COUNTY OF SAN JOAQUIN DRAW R SHEET N0. ACAD F:\THORNPH4\SHEETS THORNTON DRAINAGE PROJECT SHEET TOTAL SHEETS PLAN 'scALE: None CONSTRUCTION DETAILS PHASE 4 4 5 t..;