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4' Dia. <br />3' dia. <br />or sq. <br />r 3" <br />A <br />8" <br />Grout smooth all edges of pipe opening <br />r #5 Rebars (typical) <br />�1 1,-0n <br />Min. <br />A <br />PLAN VIEW <br />�- Standard storm drain ma <br />refer to Standard Drawin( <br />No. D-17. <br />i—Grout to Foundation <br />Class "B" Ccncret <br />3' Opening (See Note No 3) <br />�- —5' Min. �_5' Min. <br />SECTION A -A SECTION A -A <br />PIPES LARGER THAN PIPES 24" TO 36" DIA. <br />36" DIA. <br />NOTES: <br />1. The foundation shall be a minimum of 5' for 44' O.D. pipe and smaller. <br />2. For pipe larger than 44" O.D., the foundation shall extend a minimum <br />of 8" beyond each side of the pipe. <br />3. Opening to be 3' long x ;I.D. of pipe) wide, up to 36" LD. pipe. <br />For pipes larger than 36" LD.. opening to be 36" diameter or square. <br />SADDLE -TYPE MANHOLE <br />FOR <br />PIPE 24 DIA. AND LARGER <br />COUNTY OF SAN JOAQUIN <br />STANDARD NO. D-18 <br />NOT TO SCALE <br />Cast Iron Frame and Cover - refer <br />Top of pavement grade to Standard Drawing No. S-4 <br />Mortar <br />Precast reinforced concrete 0j o <br />ggrade adjustment rings <br />eq 4', & 6" sections <br />as <br />as required ' I+ <br />Precast reinforced <br />�L L <br />concrete cone <br />"'-0 <br />All joints mortared and 2iv <br />banded with mortar on Diam. <br />both interior and <br />exterior surfaces -: <br />Precast reinforced manhole. 5" Min, <br />ASTM C478, adjust to <br />proper elevation. (1',2',3', <br />4' sections as required) o <br />� C <br />o A 0 o <br />Notes: > a <br />Diam. <br />1. Eccentric cones shall be E <br />used where specified on �• <br />the plans. ; �v <br />2. Joints may be either keyed ar 1 <br />or tongue and groove. <br />3. Diameter "A" shall be Lowest <br />48", 60 or 72" as 4"�{ ITL <br />required. Class "B" concrete for ' <br />D <br />base. Pre -cast base <br />may be used if approved <br />by the Director of Public Works <br />ELEVATION <br />* NOTE: A 1'-6" concrete cone may be used if approved by the Director <br />of Public Works <br />Frame & Cover <br />Mortar 1 Clear <br />Flat slab shall be used when <br />Max. depth does not permit use of <br />t tapered unit <br />24" Use precast H-20 load rated <br />as manufactured by Teichert Precast <br />�-{ 16" Min. or equal. <br />_ Frame shall be secured to riser or <br />A� <br />f� flat slab top with cement mortar <br />FLAT SLAB TOP <br />STANDARD STORM <br />DRAIN MANHOLE <br />COUNTY OF SAN JOAQUIN <br />STANDARD NO. D-17 <br />NOT TO SCALE <br />DIE TE RICH POST REORDER NO 1.]100 <br />1 1/2" D- 3 HOLI <br />EOUALLY SPACED <br />DICK HOLE <br />1"xl 1/4" PICK HOLE <br />PLAN VIEW <br />N pj <br />a 27" <br />25 1/2" <br />1/8" <br />--I <br />1 1/4" <br />24" <br />31 1/2" <br />SECTION A—A <br />3/4" 1/2" <br />Steel Bar <br />\ 2" �/r 1 17/32" <br />30' <br />3 3/8" <br />1 1/4" <br />-{ -Optional <br />5-1/2„ <br />SECTION C—C <br />Une Poet <br />END AND CORNER <br />POST ASSEMBLY <br />2-6' for boric len than 60• nigh <br />r -o• far friend 6o•and ever <br />machined to assure Interchangeability <br />and a close, quiet fit. <br />FRAME & COVER <br />(MANHOLE) <br />COUNTY OF SAN JOAQUIN <br />STANDARD NO. S-4 <br />NOT TO SCALE <br />lad.rld brace with Truss roe may as used <br />as an diamond to a Diagond brace <br />Uagonal elope Tons;— wue. <br />u n <br />u n <br />n <br />II <br />P.c concrete { <br />to- <br />to - <br />Not <br />0Nel Ix. then 3 wines me.. IT -ti.. .1 Po.e with m.,. a S <br />2'-C far fabric less Nen 600 Nigh <br />3'-0• for faMic 60'ana ewe <br />P/L P/L <br />Fabric on I 6- or as specified <br />outside of or shown on <br />(once detail plana <br />l (See note below) <br />NOTE: Offset to be 2'-0* at monument locations <br />measured at it angles to R/W lines. <br />Taper to achieve offset to be at least 20' long. <br />FENCE LOCATION <br />__C)7_ 2 .r. <br />Typical Fabric Mounting Details <br />ere.. to be removed ono all <br />other lerc< cenelurction b <br />emweted y the. Engineer �direnea by hiss Engineer <br />J.. pan pp <br />Trus <br />10 <br />Une pasts el 1000' me., mtenals <br />braced and vusyhl .n both dimctlons <br />e.upt that this bracing and tmuhq <br />may be omued when the fabric i. <br />VetchM by equipment <br />w everaa: ul / v r... <br />Tee �w.a. <br />TypeCL_Mwr <br />Ty, ecaM]S <br />TYPICAL MEMBER DIMENSIONS (See Notes) <br />- <br />2 <br />1/8" <br />a... <br />SECTION <br />B — <br />B <br />per Foal <br />NOTE: Frame and Cover sholl be <br />Une Poet <br />END AND CORNER <br />POST ASSEMBLY <br />2-6' for boric len than 60• nigh <br />r -o• far friend 6o•and ever <br />machined to assure Interchangeability <br />and a close, quiet fit. <br />FRAME & COVER <br />(MANHOLE) <br />COUNTY OF SAN JOAQUIN <br />STANDARD NO. S-4 <br />NOT TO SCALE <br />lad.rld brace with Truss roe may as used <br />as an diamond to a Diagond brace <br />Uagonal elope Tons;— wue. <br />u n <br />u n <br />n <br />II <br />P.c concrete { <br />to- <br />to - <br />Not <br />0Nel Ix. then 3 wines me.. IT -ti.. .1 Po.e with m.,. a S <br />2'-C far fabric less Nen 600 Nigh <br />3'-0• for faMic 60'ana ewe <br />P/L P/L <br />Fabric on I 6- or as specified <br />outside of or shown on <br />(once detail plana <br />l (See note below) <br />NOTE: Offset to be 2'-0* at monument locations <br />measured at it angles to R/W lines. <br />Taper to achieve offset to be at least 20' long. <br />FENCE LOCATION <br />__C)7_ 2 .r. <br />Typical Fabric Mounting Details <br />ere.. to be removed ono all <br />other lerc< cenelurction b <br />emweted y the. Engineer �direnea by hiss Engineer <br />J.. pan pp <br />Trus <br />10 <br />Une pasts el 1000' me., mtenals <br />braced and vusyhl .n both dimctlons <br />e.upt that this bracing and tmuhq <br />may be omued when the fabric i. <br />VetchM by equipment <br />w everaa: ul / v r... <br />Tee �w.a. <br />TypeCL_Mwr <br />Ty, ecaM]S <br />TYPICAL MEMBER DIMENSIONS (See Notes) <br />Fence <br />Une Peale <br />G4. lever • <er,er www <br />a... <br />Fence <br />Width <br />1.0. <br />per Foal <br />0 <br />Up thru 6' <br />2 I/2 <br />4.95 <br />6'-0•owee'uv„ <br />1a <br />R( <br />10.79 <br />e., <br />.Reseed <br />ReY Formed <br />Roane <br />Leu <br />RWI Formed <br />w.ignl <br />14 62 <br />w <br />are, lea <br />6. <br />18.97 <br />w <br />[.� F -I <br />V rl <br />m <br />L <br />rQ <br />Up thru 6' <br />r.w,r <br />(0) <br />(b) <br />LLQ <br />ewe„rt,rn <br />Q <br />6 <br />over rwn 2. <br />1..62 <br />z <br />oil 'r <br />6' <br />18.97 <br />..N.InuN <br />r <br />nnu�n .. u• <br />„].•„n.,w <br />6- <br />N.. v. un ., �/ <br />over <br />0 <br />z <br />I— <br />Z <br />v <br />i <br />IV.0 <br />.,- <br />I,nJin e,AurA <br />LL <br />U <br />NOTES: <br />1. The abaci table dlaes eeamplm of past and brace aectioes wN0 may <br />comply with the SpecKwolbns <br />2. s«liana shown in the tables must also compel won the strength <br />regwnmenls and other Ponawns of the Sp.di .tion. <br />3. other ,ethane which mmohr win the etrmgth requirements and Otho <br />ct the Specif oliom may be used on approval 01 the Engineer <br />., options ib rcised eyes be umfymn en on, on. prefer <br />5. Dimensions shown me nominal <br />S. plastic stale are resumed when steifed on the plans <br />CHAIN LINK FENCE <br />COUNTY OF SAN JOAQUIN <br />STANDARD NO. D-12 <br />NOT TO SCALE <br />11 M. <br />to, <br />GATE POST <br />Fence <br />Cole <br />Naninal <br />I Weight <br />wn9ht <br />Width <br />1.0. <br />per Foal <br />0 <br />Up thru 6' <br />2 I/2 <br />4.95 <br />6'-0•owee'uv„ <br />1a <br />C <br />10.79 <br />end <br />p„'2. <br />CID <br />Leu <br />a.0 r <br />5' <br />14 62 <br />O <br />are, lea <br />6. <br />18.97 <br />w,. <br />m <br />L <br />rQ <br />Up thru 6' <br />r <br />7.58 <br />der <br />LLQ <br />Q <br />6 <br />over rwn 2. <br />1..62 <br />z <br />oil 'r <br />6' <br />18.97 <br />Ln` <br />o..r 1ev, <br />6- <br />28.55 <br />IWTE <br />waver +vee>e.w...—vivne <br />NOTE: DITCH fL 'S ARE SHOWN ON THIS PLAN. <br />EARTH DITCH DETAIL <br />NOT TO SCALE <br />6" CLASS 2 AB WITH <br />.40 GAL: SC -70 PER <br />SWARE FOOT <br />.8' <br />1't t 1% <br />//--20' <br />CHAINLINK FENCE PER <br />DETAIL D-12 <br />'1 <br />MAINTENANCE ROAD <br />11 <br />NOT TO SCALE <br />J EGer77 01V TR , /�/ *60 <br />C -f <br />SL+P.L i5 . III = 9a6 1,4De-IZ. <br />I <br />It = I p'V Gt�T <br />— ZZ� <br />Z 10 <br />Z� <br />3/9y <br />RECORD DRAWINGS <br />Upon review with the Owner, the General Contractor, the Construction Surveyor and a <br />visual review of the site, we conclude that the information contained on these plans <br />generally depicts the post -construction conditions of this site. A post -construction survey <br />was not completed. All information should be field verified prior to undertaking any <br />future work on this site. <br />�� f QROFESSfpN <br />C CgR47d2 <br />r � <br />Kevin C. Carter, " N6. C 446659 m <br />P.E. 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