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86492 <br />DESIGNED BY <br />DRAWN BY <br />CHECKED BY <br />,9/N/ <br />EX187- aP0111V,1;r-1 3 yL $Q <br />Ri ed <br />G7 00 <br />R/W <br />25/ <br />55 � <br />/5l <br />do <br />o� <br />I � <br />Aq I. <br />EX/ST, (nPG(/J/I/O� SAv <br />F AWWWM1T <br />45 <br />REV. I DATE I DESCRIPTION <br />BY IAPP <br />/A <br />BENCH MARK: ELEVATION <br />DATUM <br />DESCRIPTION <br />59 G2 <br />36t pfd" �" i <br />TRANS/T/OA/ L1KA/�% INLET TRA.vS/770N .j <br />AREA AREA h <br />TBP ROG L CURB <br />-FACE OF CURB <br />PROF/LE <br />36e 1-4 4u• 1 36" <br />7'1f4V S/770N DRA/n/ 7;W//S//70.4/ <br />ATEA /n/L6T grPEA <br />PL4,N <br />OET.4/L CURB 8l D./. TRA/V5/T/ON <br />/ o SCALE <br />ALL WORK 70 60NFOrTM TO 1902 Lld-e' rPE�yYJ/rPEMEnIJS <br />s' <br />e's.sten•.�.rwwwwwrr..xrhwJ«rJverx.• <br />L(See -•.I <br />G✓ <br />f <br />7' <br />� <br />�m+rwe.rir <br />k <br />oN IO) <br />Properly im <br />PERT. EXPr4N5/ON ✓DINTS 7D BE <br />P. <br />Iir.ww ..rN.. wwwwl ..rw.w..ewrl alta► ave w verve. <br />2'x 2' •S' chirtsd in bad of curb <br />5$ <br />3a <br />PRO ✓/OED 4 60 �D "CL" MAX- TYP. <br />aAmewe wen. w�A www rwI <br />swtrr raeaAr/. rat/ halal/ <br />F <br />SOUNo <br />,t <br />' <br />rrrriewwrt Aa Nn wed •alert h/xr. <br />all bw4n+Me Nrw MMwww Nal. <br />i� <br />1 <br />h <br />EQ(/AL <br />k.4 <br />a <br />h�Q <br />hr�� <br />'1's vE,er @ 48'cc. <br />u <br />a q <br />55 <br />4 /B <br />6- 1 <br />2#5 NOR/Z. <br />O <br />VJ'�nes <br />to 5'Max. <br />cel. r <br />Case 0 - <br />ci:�i- <br />A co" 1Q' _ <br />Spread <br />FI - <br />4 <br />45 <br />16 <br />to <br />/s <br />I <br />.1 <br />a0 <br />X <br />Pw fear <br />See NOke p <br />ROUT ALL CELLS <br />4./ <br />F <br />_ <br />- _ .. <br />8 x dx /6 wCONC. BLOGK /1/gLL <br />Z//l <br />�• <br />� <br />� <br />50 <br />51 <br />70 <br />saw or <br />g/8Lb <br />►o• sew <br />PS/ = MORTAR' C TYP <br />Afifer Flfnng Pp,. <br />Pince $#tyke line o9oloef <br />-GROUND L/NE <br />, , /— <br />wrdistwbod earth M Keyw•yB. <br />aomoral Awes, <br />excavated t trench welt a <br />L All Service show shoe be 4• siside A'inow w4m <br />1 <br />46 <br />enwrise molt. <br />e1•m. l Sea AMN Ne. a <br />58.5$ <br />Z Long rodtw Oen1 <br />•c• <br />/7400 <br />Leterat sewer. <br />V <br />'.•. <br />ewvwcfion (A, 6 or CI for We pwtkWw Mustion <br />A/W <br />swcoudnsd. <br />4. Service Serb shos hate mkJmwn A- a' <br />ELEVATIONS <br />of f+merry Line wh.n.. r Latera, depth and Serv" <br />50 <br />1 r <br />//�\\ <br />4:5 <br />COAIST <br />Q AYAL L <br />4� <br />EX187- aP0111V,1;r-1 3 yL $Q <br />Ri ed <br />G7 00 <br />R/W <br />25/ <br />55 � <br />/5l <br />do <br />o� <br />I � <br />Aq I. <br />EX/ST, (nPG(/J/I/O� SAv <br />F AWWWM1T <br />45 <br />REV. I DATE I DESCRIPTION <br />BY IAPP <br />/A <br />BENCH MARK: ELEVATION <br />DATUM <br />DESCRIPTION <br />59 G2 <br />36t pfd" �" i <br />TRANS/T/OA/ L1KA/�% INLET TRA.vS/770N .j <br />AREA AREA h <br />TBP ROG L CURB <br />-FACE OF CURB <br />PROF/LE <br />36e 1-4 4u• 1 36" <br />7'1f4V S/770N DRA/n/ 7;W//S//70.4/ <br />ATEA /n/L6T grPEA <br />PL4,N <br />OET.4/L CURB 8l D./. TRA/V5/T/ON <br />/ o SCALE <br />ALL WORK 70 60NFOrTM TO 1902 Lld-e' rPE�yYJ/rPEMEnIJS <br />s' <br />e's.sten•.�.rwwwwwrr..xrhwJ«rJverx.• <br />L(See -•.I <br />I <br />Em~tStreet <br />AWn <br />Mr dee a we.ew veal /w www r Yflrwv ..MUM es <br />`r.e ave twlelar wen M Isle w Met J !New aweYr PM. <br />=0=00:= <br />� <br />�m+rwe.rir <br />k <br />oN IO) <br />Properly im <br />PERT. EXPr4N5/ON ✓DINTS 7D BE <br />P. <br />Iir.ww ..rN.. wwwwl ..rw.w..ewrl alta► ave w verve. <br />2'x 2' •S' chirtsd in bad of curb <br />3' <br />PRO ✓/OED 4 60 �D "CL" MAX- TYP. <br />aAmewe wen. w�A www rwI <br />swtrr raeaAr/. rat/ halal/ <br />F <br />to womoffy serrata sewor Max <br />,t <br />' <br />rrrriewwrt Aa Nn wed •alert h/xr. <br />all bw4n+Me Nrw MMwww Nal. <br />i� <br />I <br />for <br />�IrI <br />EQ(/AL <br />k.4 <br />a <br />rY-O'lK[Kw awww <br />hr�� <br />'1's vE,er @ 48'cc. <br />u <br />laid, 4' Min. <br />moommmom Nea tMM <br />N YMwJ MwM wN lwMv w.waa <br />4 /B <br />6- 1 <br />2#5 NOR/Z. <br />O <br />VJ'�nes <br />to 5'Max. <br />cel. r <br />Case 0 - <br />ci:�i- <br />A co" 1Q' _ <br />Spread <br />FI - <br />4 <br />45 <br />16 <br />to <br />/s <br />I <br />.1 <br />a0 <br />X <br />Pw fear <br />See NOke p <br />ROUT ALL CELLS <br />4./ <br />F <br />_ <br />- _ .. <br />8 x dx /6 wCONC. BLOGK /1/gLL <br />M lew/b b+w.r/N rNwAwre•/. <br />�• <br />� <br />� <br />36 <br />51 <br />70 <br />saw or <br />g/8Lb <br />►o• sew <br />PS/ = MORTAR' C TYP <br />Afifer Flfnng Pp,. <br />Pince $#tyke line o9oloef <br />-GROUND L/NE <br />, , /— <br />OF C�l�f'8 <br />Long radius band if <br />necessary Lem N / <br />••tori% wWt - <br />gen pmft ,flow <br />A or <br />' 10' Alk <br />Serer S+cpe of 1,4' per foot (Afnmu") pwmtt. SM rake /a <br />S. When Ins Lateral Serve depth is sK'h that minimum <br />eovb of pro <br />forly Lme eonnol ba mat, ere rrvdmum <br />slope of 1At par /dol sheen govern llw cavo. <br />e. Mad oorMta 12' what or wolf eompocled bod*,f <br />maltried le' wide under the Toa branch, the fihimit, <br />and unsup,-.?rPxd pipe. When bedding mato of is <br />i Long radius used, pace o'r'rtional boddnp moterkl to icy at <br />am to be bindLbdt of bedding band, the fait width of the trench. <br />—m Acrid. well <br />KMe , 7. bin spri/fad cow at the propoor tin* ssan be measured <br />worrrA salol h• asive•ts4 for ham existing prowmd surface or Mea of adjacent roodwq. <br />'• servlae. <br />�!} mm2r is Loser <br />A specific etcrplan of IM property lino, ~ shown <br />�:' �`,'l _ - �•^ • :.. j,, ; e: do the pans or designated by the Erpm*b, sAotl gown. <br />9. Miter fitfmgs shall be Mor. 45! <br />TTPE A TYPE B TYPE C <br />CONNECTION DETAILS p' Abwft•n dWM of cow to be kmeasedfe 4'-6" <br />when wofrr nein Is to be installed at bad of <br />sid*walk as part of the subdlvis/on improwrrtb, <br />In such cases, sarvk* is to be extended to o <br />mb imam of 7' back of sidewalk; cleanout to <br />grade to remain within 3' of bock of <br />stdewelk. <br />a #5 ✓ERT 6P 46 "cc. <br />m 14 O <br />m / <br />?oat <br />110115E SE/TWr4 <br />as <br />�":. <br />e's.sten•.�.rwwwwwrr..xrhwJ«rJverx.• <br />L(See -•.I <br />I <br />Em~tStreet <br />AWn <br />Mr dee a we.ew veal /w www r Yflrwv ..MUM es <br />`r.e ave twlelar wen M Isle w Met J !New aweYr PM. <br />=0=00:= <br />� <br />�m+rwe.rir <br />®e. <br />oN IO) <br />Properly im <br />M wW. xw 'www. MY ere.reP l I r.+4r wet,-swev ". <br />P. <br />Iir.ww ..rN.. wwwwl ..rw.w..ewrl alta► ave w verve. <br />2'x 2' •S' chirtsd in bad of curb <br />3' <br />-s <br />aAmewe wen. w�A www rwI <br />swtrr raeaAr/. rat/ halal/ <br />Nse4we W. niov JM. se mea l IN. <br />to womoffy serrata sewor Max <br />,t <br />' <br />rrrriewwrt Aa Nn wed •alert h/xr. <br />all bw4n+Me Nrw MMwww Nal. <br />\ <br />I <br />for <br />�IrI <br />lMless otherwise <br />11 <br />rY-O'lK[Kw awww <br />hr�� <br />SQM <br />Abel <br />u <br />laid, 4' Min. <br />moommmom Nea tMM <br />N YMwJ MwM wN lwMv w.waa <br />4 /B <br />6- 1 <br />�N <br />s- 7 <br />s <br />0.07 <br />VJ'�nes <br />to 5'Max. <br />cel. r <br />Case 0 - <br />ci:�i- <br />A co" 1Q' _ <br />Spread <br />FI - <br />4 <br />45 <br />16 <br />to <br />/s <br />I <br />Long radius bend <br />Mn slop• We <br />Pw fear <br />See NOke p <br />t t,7 24 <br />4./ <br />A• <br />_ <br />- _ .. <br />. <br />M lew/b b+w.r/N rNwAwre•/. <br />�• <br />R/i wM <br />foolm0 <br />op or plug <br />36 <br />51 <br />70 <br />saw or <br />Sore Material w <br />►o• sew <br />Afifer Flfnng Pp,. <br />Pince $#tyke line o9oloef <br />IArdthw►od Port <br />wrdistwbod earth M Keyw•yB. <br />aomoral Awes, <br />excavated t trench welt a <br />L All Service show shoe be 4• siside A'inow w4m <br />minnwPn of eeMce oulsidr <br />enwrise molt. <br />e1•m. l Sea AMN Ne. a <br />2. Sermaes shut heal some, bod*V and becAfa as <br />Z Long rodtw Oen1 <br />•c• <br />Leterat sewer. <br />A conswiv, shall uM na most asp "orison fy,e <br />'.•. <br />ewvwcfion (A, 6 or CI for We pwtkWw Mustion <br />swcoudnsd. <br />4. Service Serb shos hate mkJmwn A- a' <br />ELEVATIONS <br />of f+merry Line wh.n.. r Latera, depth and Serv" <br />Long radius band if <br />necessary Lem N / <br />••tori% wWt - <br />gen pmft ,flow <br />A or <br />' 10' Alk <br />Serer S+cpe of 1,4' per foot (Afnmu") pwmtt. SM rake /a <br />S. When Ins Lateral Serve depth is sK'h that minimum <br />eovb of pro <br />forly Lme eonnol ba mat, ere rrvdmum <br />slope of 1At par /dol sheen govern llw cavo. <br />e. Mad oorMta 12' what or wolf eompocled bod*,f <br />maltried le' wide under the Toa branch, the fihimit, <br />and unsup,-.?rPxd pipe. When bedding mato of is <br />i Long radius used, pace o'r'rtional boddnp moterkl to icy at <br />am to be bindLbdt of bedding band, the fait width of the trench. <br />—m Acrid. well <br />KMe , 7. bin spri/fad cow at the propoor tin* ssan be measured <br />worrrA salol h• asive•ts4 for ham existing prowmd surface or Mea of adjacent roodwq. <br />'• servlae. <br />�!} mm2r is Loser <br />A specific etcrplan of IM property lino, ~ shown <br />�:' �`,'l _ - �•^ • :.. j,, ; e: do the pans or designated by the Erpm*b, sAotl gown. <br />9. Miter fitfmgs shall be Mor. 45! <br />TTPE A TYPE B TYPE C <br />CONNECTION DETAILS p' Abwft•n dWM of cow to be kmeasedfe 4'-6" <br />when wofrr nein Is to be installed at bad of <br />sid*walk as part of the subdlvis/on improwrrtb, <br />In such cases, sarvk* is to be extended to o <br />mb imam of 7' back of sidewalk; cleanout to <br />grade to remain within 3' of bock of <br />stdewelk. <br />a #5 ✓ERT 6P 46 "cc. <br />m 14 O <br />m / <br />?oat <br />110115E SE/TWr4 <br />as <br />�":. <br />e's.sten•.�.rwwwwwrr..xrhwJ«rJverx.• <br />ryr a Awry xwe/ ver ver eW..eN N w1•NI..r Nn.." <br />AWn <br />Mr dee a we.ew veal /w www r Yflrwv ..MUM es <br />`r.e ave twlelar wen M Isle w Met J !New aweYr PM. <br />=0=00:= <br />O' NOTES GHANGEO <br />�m+rwe.rir <br />®e. <br />• <br />C. <br />M wW. xw 'www. MY ere.reP l I r.+4r wet,-swev ". <br />P. <br />Iir.ww ..rN.. wwwwl ..rw.w..ewrl alta► ave w verve. <br />sm <br />r EAw or *0 of <br />elAortt•/19f► <br />-(b Aws <br />_14036 <br />for NI/w <br />set ro1/o <br />-short 0 <br />Co"ImelAm afftAM <br />d fow*v <br />DETA/L <br />cogo x 9.989 se <br />11 rl <br />• r' ,f'uriANIt1 t c1,. d O <br />e --Chill <br />f I//I/ ENV. or roe II <br />•. SAW* /Mwsec/iom <br />L'5ee <br />Ios*n# suNkMwy 10r~mIii a os@oeNNn bockli ov 1omw <br />2DDOPS/=CD.IIC. �M/it/ �aON" *001160,040 h1 -1 T <br />/350RS/= BLDG.C�i`%Gt!%= FM n ' � 1 the � alI/N b), <br />I <br />f/16X/ <br />^A WWI. Wr4LL S�`'CT/O/V K 1 i 0~�raN i'�" li.: r— r' Nwl NtAwyA <br />8 - O NSOVAID WALL <br />A11AID L0,40 P - Ce CQ ZQ5 <br />Ce=1.2 CQ'/.3 Z'/.D <br />4iS = N�4 /J�PS>C� ' // Z5 PIST <br />13 0e) //25 = 17.55RS-F <br />r11MAX ' Id. Z5�8)Z0 561.0,(-/b. <br />EQU1V,,4ZMr Va h=�%' <br />V = 8'x/0.25) = 62 /b. <br />ASSUME GArZ& PW BE,4R/ArY>•' <br />C,4/'AC/rY Df 801L ' 1.� oc-f <br />DE1=7W REQ D - 5.75' <br />` cod tt/ tkw:' salt dr <br />CI11 BY I tl 7 Mmtilol ,weMr/I <br />Cpl X / 0I #*&fined surMlrp <br />STEEL REQ SPREAD FOOT/NG SECTION DES/GN <br />MA5,ONRY K= 3276 (V-1614 = 23 3 <br />/Z "63.75'' 2. <br />N= 44 S REQ D - O 6V/3 <br />AS /Tap;9 =D451 "�Af USE 'r5 <br />L* 46 cc Le5i 077 %ef ) <br />01V60r re Mu =/.4(3Z7.G /b)> <br />459jf-Ib b=/2n Fc>2KS/ <br />Fr - 40 ors/ a,' 6 " 4/,g S REQ'Q = <br />4.74 x 10 -4 As /PEAQ'D. =0.034 /`+L.-/6. <br />USE #.5 & 4a, 4cc <br />WILLIAM MILLER <br />VILLA CHAPARRAL <br />FIELD BOOKS SCALE/ <br />F.B. N2 VERT /~=¢t <br />FB. N2 JOB NS 5174s-019 <br />F. B. W CODE DRAM/INO N! <br />TAOL <br />/ <br />KYr <br />O + <br />s <br />• <br />LkrmN Nal <br />twat <br />W <br />I O <br />JNMrd rrt 4 <br />• .axr vert tree <br />-s <br />aAmewe wen. w�A www rwI <br />swtrr raeaAr/. rat/ halal/ <br />Nse4we W. niov JM. se mea l IN. <br />��- i <br />,t <br />' <br />rrrriewwrt Aa Nn wed •alert h/xr. <br />all bw4n+Me Nrw MMwww Nal. <br />\ <br />I <br />for <br />�IrI <br />[.alae me ebni.wN eve. mm /A. rrNwy <br />11 <br />rY-O'lK[Kw awww <br />hr�� <br />SQM <br />Abel <br />u <br />A9w/ M A'Aw mew /t / <br />moommmom Nea tMM <br />N YMwJ MwM wN lwMv w.waa <br />4 /B <br />6- 1 <br />�N <br />s- 7 <br />s <br />0.07 <br />VJ'�nes <br />IrMe Irr1 w reoWree <br />AMM N0 wsMwwwn. <br />cel. r <br />Case 0 - <br />ci:�i- <br />A co" 1Q' _ <br />Spread <br />FI - <br />4 <br />45 <br />16 <br />to <br />/s <br />I <br />Al <br />t••b Awe <br />AWtf <br />All eYer 4. <br />nrws h rNwI by ['art. <br />t t,7 24 <br />4./ <br />[IwwMrmM. rMll ave M erwM1l MMr <br />11— 44 <br />rt JJ a3 <br />7 <br />M lew/b b+w.r/N rNwAwre•/. <br />,s• <br />R/i wM <br />foolm0 <br />Ie1M Jit <br />36 <br />WILLIAM MILLER <br />VILLA CHAPARRAL <br />FIELD BOOKS SCALE/ <br />F.B. N2 VERT /~=¢t <br />FB. N2 JOB NS 5174s-019 <br />F. B. W CODE DRAM/INO N! <br />TAOL <br />/ <br />Des M /L <br />O + <br />s <br />• <br />/0 <br />W <br />I O <br />1.0 <br />-s <br />Jr ;ffood 71 <br />9ollw <br />ftes1 <br />m me <br />lows <br />Short s era's <br />1 b <br />Abrle <br />SQM <br />Abel <br />I3 I7 i /7 s6 <br />14 <br />role/ e.... bars <br />4 /B <br />6- 1 <br />�N <br />s- 7 <br />s <br />0.07 <br />Bk <br />i 7 <br />+• <br />cel. r <br />Case 0 - <br />ci:�i- <br />A co" 1Q' _ <br />Spread <br />FI - <br />4 <br />45 <br />16 <br />to <br />/s <br />I <br />Al <br />t t,7 24 <br />4./ <br />t.! 3s <br />11— 44 <br />rt JJ a3 <br />7 <br />+ <br />,s• <br />R/i wM <br />foolm0 <br />^3/ <br />/ .9 <br />36 <br />51 <br />70 <br />Il <br />7 <br />REMIN/N[ <br />Me/t t <br />AAsetl,r Nnw sAIrI ' i!1 <br />1ws iieeVieN1, s1'r/Ime <br />from /oto of fooAp /I M, p' 0 o01r� <br />Myer IAd d oherl <br />lows. <br />M•f <br />C6 a Shall Hers <br />I MIS° t0 114e <br />It rVAT/ON <br />40erWILS <br />THE SPINK SHEET <br />SECTIONS AT CORPORATION /D <br />SOUND WALL LOCATION ENVIRONMENTAL PLANNING -ENGINEERING OF— <br />J <br />ARCHITECTURE •SURVEYING •MAPPING •SYSTEMS /O <br />720 F STREET • SACRAMENTO, CALI FORNIA 91114 - PHONE (916) 444-5170 <br />