OUIO O H XII OPOPHI IOIO HO H I I XI O H H I UVY PO H Y HV OU O I OIIO I UVY (/) H OIO O XII UOU UIII HO O H P I PPOXI Y H OO H B POIB O OI XII UIII UI H OUIO H OO O B UY POIB O Y HIH U O HI IU O UY O PV O OOI H OIO O Y UOU UIII OO H II (---) PPOPI UIIY O O O XII UOU UIII OUIO H B I OO IH H U IIO O H IY O HIY OBIIY I OUIO PIIIO I H U IIO O H "IHO O PUBI OK OUIO" (IP) H OO H B POIB O OBII KPI OPY O H IP HIY I PIIIO O I UI OUIO H UPI XI H O I H K P I VI OUIO H B I OO IH IY O HIY OBIIY I OUIO PIIIO I O I O VI H B BKI UI HY HV B IP PPOV BY H IY H OO H UP H I OUIO O H I I I OIIO QU O O B H H HIH XI PIO O OUIO H OO H B QUI O OBI H Y PI PIO O OUIO H HK IH H IY O HIY O PI H O Y Y HV OBI H H B BKI OP O IIU O O XIU IY I BY HO - I & UBBI H OO O IP IO IY O HIY XVIO BKI XVIO & BK H OO O IP IO IY O HIY PIIIO XVIO BKI XV UB H B OP UUIB IO OV P IH UU I I BY H I P IP IO IIU OPIO O P I H B O XIU BOOY IY I BY HO - O I - " IU UH H B P I OO IH IP IO, OP P IP IO H IY O HIY PIIIO O IH UB-B OU " IU UH I H OO O IP IO YP II O H IY O HIY PIIIO O IH UB-B OU IIU OPIO O P I H B O XIU BOOY IY I BY HO - O I - /" IU UH H B P I OO IH IP IO, OP P IP IO O H IY O HIY PIIIO / IH UH B OU /" IU UH O VI OU H OO O IP B YP I O H IY O HIY PIIIO / IH UH B OU IIU OPIO O P I H B O XIU BOOY IY I BY HO - O I - PHI O PV OK H OO O IP IO(),, O II PV O H IY O HIY PIIIO P IX PV PH H B /" () OI IZ OOI O B B I IP IO PH BI H B P - OOI O B - I IP IO O O H B P I OO IH IP IO O XII PH PVI H B U IIU O " O POVI PV O HI O H UI H B O PV H B U PIO O PVI O PV O H U PO O PV OK H OO O IP IO H IY O HIY H OO H B POIB O POVII I OO P H U IIO O H U P O POIO U O UIO I OO VI (U) H I OO P IU HI BOUY IOIO I B O OU OUIO P O H OII O P O OII HIY OI II I H O IV I POIY O H I H O B QU O OBI O V IOIO H Y B OI IHI I POIY Y HO O PP O HI P Y I HO H I I H POIBIIY O H I O I H III O H I POIY IOIO I HH I HOU B IU I H I I O H IOIO O B IU HY U UIH I IOIO O II, I QU I B O HI P H OO H I PO OU, I O O, BHK /O UVY OO POI I Y O H BOV I I U B P, H OO H OIY H I PIO O OV PY I Y OH IV IV I PU st VU st VU IV Y nd VU VIIIY P OBB BOK BOK BOK BOK BOK BOK H H H H rd VU POJ OIO th VU IO PII UIO BUUP O HIH Y OH O IV OO Y OO OV H / O I O BUUP O I BY / PP O IY O HIY BY POJ IOIO P:\sdskproj\\dwg\onstruction\_onstr - rdwg // :: HK BY U O I hese drawings, or any portion thereof, agreement in writing with alena ngineering, In I ZO V UB & U '-" IIO IO " O O " " OP VI " O /" IU VI OU " O " IU B OU OP UB YPI O IO O I IOI VI /" '-" UB " " " ZO V UB & U YPI UB IIO I X in " " " " " O /" IU V VI OU OP UB O POO " VI UB & U '- /" " " '-" UB " '-" " " " " " in " " " " O /" IU V VI OU " O " IU V B OU OP UB O POO " O VI UB & U ' ' " " OVB "Ø, /" HIK, O I BO IIH V O YPI BO I lean and nd ravel " O PH ee IP - for id etails ee - if placed in sphalt Varies Varies " in OP VI " O /" IU VI OU " O " IU B OU OP UB YPI PH IO " in " Pipe rom atch Basin " in eal Bottom with ap or oncrete " Varies rade ings " in " i - or P " in Perforations " O " iameter " in ote: he bed shall be excavated a minimum of " into clean sand and gravel If clean sand and gravel is not encountered within feet, the contractor shall contact the ngineer IY O HIY Y I (a) " in " rain ock per IP ection -Uncrushed ggregate oz ilter abric rap irafi n or pproved qual on all sides and top " ' of Pipe ith no Perforations " PV U O " IO - VIB ' I OP VI O U IO B-B OU PIP HO I IIO O I OU I PIP H B I Y O IIVIU PPIIO OU H B I O OU O UP I H BI O Y OY, O O I H BI IIU PIP IZ I " " () 's " x " x /" x '-" '-" '-" /" " '-" " " PIY H BI O B I IIY UP O Y I H BI Y B I UP O PIY H BI I H BI Y B IH P O -I-P P UI H H QUI O (PIO PPOV O HOP I I B QUI O OII UI) " I I O O O OV H I O H OP II O Y PIP H POI O O H H OP II O H OU PIP PIP O V H BOX I Y IIO OIO BOK H B OU OOH H B O H H BI B O PBI H HV U BI O BOH H IIH OP O O H B V IH H / U H UU O B PI BU H H QUI O IO U H B O B H IO H B OOH U O OO PIP IP - O I B " " /" " UB OU '-" " '-" '-" IIH U I POXY B O HO " /" UB B YP I PI OU IZ O X " I OU PIP IH " PV I-IPHO PIP P " '-" " " " " () 's " x " x /" x '-" () " B O H I IY O HIY H BI I () " PV I-IPHO PIP P I PI OU IZ O X " I OU PIP IH " PV I-IPHO PIP P H IX OV H I QUII H YOU P - (I O V) YOU P - ( V O Y O BOK ) YOU P - (Y O BOK O H V) YOU P - (H V O BUUP ) OIO OO P OIO OO P I OO P - UU O - II P IO - UU I U UIIY O P U UIIY O I PIIY O O OUIO BI II, I BY VIIO O ivil ngineers & and urveyors BI // iver treet Hailey, Idaho () - () - fax
O I XII : (YP) : X XII ' ' HOPI PV KI " HI I /" OKI I I QUI (Y O ) "Ø X " O O () # B HOOP IH # VI IIH VV BOX O O VI (' YP) : (YP) : X II BKI P- O BOK II " PO PV I PIP ' VI " O /" UH " I (I) " VI VI OP UB ' ' ' ' ' PV KI I V BIY IIO OI / OI IVY OI KI ' I UI-U PH ' X V Y YPI IO () ' ' ' IO U O I OP VI ' VI IO VI U O I I ' ' VI VI VI (: X) U VI UB I " O PH (I / ) " O /" " O " " ' VI " O O " O /" " O " OP UB ' : ' (UI-U PH) (YP) " O PH " O /" " O " OP UB ' PI BU ' VI VI UB IP ( I I --) - PH: /" YP / /" X - IH: " - HO: ±" Y PI PH YPI IO O: VI : ' (UI-U PH) " O PH " O /" " O " OP UB Y YPI IO () H O PO I HI I Y H B UY OPI IH H U QUI H O PO I HI I Y H OI HIH-IIY s B IO H PI O H I H H H U OPI, HIH I PHOOIIV PIPY H U I I OY P O O, I I JUB I H I Y OI O H UU' IUIO OI IIO OIO II O H I I H I IH IY I H Y IU OU, " H - PI I IH O PIY UPPOI UP O IY IVIO O H U BIH U V, O IIU Y IHOU BY H, OU, "X" -P I IO O POI O I, IH I I BOH V IIO O H PO IIO H O-PO Y H HV H PBIIY O UIIZ O PO IOPO O PI -O OPIO, H OO H B IV BY PO-OU PUH BUO I O I H U PUH BUO IVIO BY H IU B IH, OPI, -IH I UHOO /HI & IOIH H OO UI H B I O V,,, H VIO QUIPP IH O P, H JU BIH OUI IH V H B Y IH, BI BIH UI H Y BIH IH H I Y U PPOV H IV O UY OUI PI PUH BUO IVIO O IH OK UP O P U "Ø X " P O OUIO IH -" X " (V) HO BO P UU' IUIO H Y H B P-PO P-I O OPIO UPO IIO H OO IV H B OY I HOU I V-I, IB BI OU BHI H I H HI B I H I H B O IIU -Y I, OP O V POYI U OPI H UY Y H OU H B P I OUI HPOO HOUI UY H O H I H B I H B PB O I IO I H UI H Y OV I IH I H B UU O IIU -IH HIH- UIU O IH IO IV HI, I O XI O YP III, IV, IX HI BKOU OO UO YO H HOUI H B O PO-O UIU IH IIU HIK O ", H POVI OUI HI OI O IIO OIO O H PIY IH B O OOI I UV, O, OUBOU ' VI ' O PO I HI I Y I : " O VI (YP) I OU O P VI YP (: X) " O PH " O /" " O " OP UB - H - PI I (O I I H IIO) - H - PI I (O I I H IIO) U O -P I IO O POI O I ("X") O O IH PUH BUO IO IH "X" - IP " HU, PU U PO, ' I HIH, O H, O OO U QU B BY / U OO, O OO "Ø X " P O OUIO " X " VIZ HO BO () ' B (YP) ' (UI-U PH) Y PI PH YPI IO Y I / O YPI IO " PI OI I (HI) BK VI (YP) " PI OI I (HI) IVY ' I PI PH ' Y V BU IPI ' ' UB IP (U HV ' P VY ') " PI OI O I (HI) VI UB I (I / ) ' (UI-U PH) PPOXI I / QUII I I UI QUII U O () U PH ------, () OV IPO O PH,,, ------, OV IPO O O ------ ------ ------ ------ UB I Y,,, ------, XV O OUIO Y ------ ------ ------ ------ OBI PV KI ------ ------ ------ PH PI (*) Y ------ a " O VI UB U (*) ------ ------ ------ b O UB IIO (*) ------ ------ ------ c ZO V O UB U (*) ------ ------ ------ () O IK / OK (*) Y ------ ------ ------ ------ () O IK / OPI P (*) ------ ------ ------ ------ a HI PV IPI (" I) ------ ------ ------ ------ b HI PV IPI (" I) ------ ------, c HI PV IPI (" I) ------ ------, d HI PV IPI OK / OP B (" I) ------ ------ e HI YI I KI ------ f IIO KI ------ g YO PV IPI (" I) ------ ------ ------ (a) PH PI PH (*) (**) Y ------, (b) PH UB IP ------ ------ IO U O B I I (' I) ------ O O XII Y ------ ------ ------ ------ HIY Y ------ H BI ------ " - O I PIP ------ BO ------ ------ ------ ------ O O ------ ------ ------ UIIY BOX I VIO ------ ------ ------ OV, I, O I ------ ------ OV P OK I (O PO I HI I Y - O I I H IIO) ------ ------ ------ ------ OV, I, IBOX ------ ------ ------ ------ VIY BOK II ------ ------ ------ ------ UBB UB OP (' x ' ) ------ ------ ------ ------ O O ( IP IO ) Y ------ ------ ------ ------ " - PV PIP ------ ------ ------ ------ " I PPI / HU BOK ------ ------ ------ ------ " VV / HU BOK ------ ------ ------ ------ " B / HU BOK ------ ------ ------ ------ " B / HU BOK ------ ------ ------ ------ " P / HU BOK ------ ------ ------ ------ OOI OIO O PHO I (OIO BY OH) ------ ------ ------ ------ OOI OIO O VI (OIO BY OH) ------ ------ ------ ------ OOI OIO O IB OPI I (OIO BY OH) ------ ------ ------ ------ I OO ------ ------ ------ ------ ------ OIO OO I POIO VI ------ ------ ------ ------ ------ *IU UB, B PPIO, IO P PI **IU ' I BU ' I PH : ' : " O PH " O /" " O " OP UB XII O PH ' ' ±' VI Y YPI IO () ' YI I KI XII PH PPOXI U I PIIY O O OUIO BI Y OO I QUII H II, I BY VIIO O / ivil ngineers & and urveyors BI // O I O BUUP O I BY / PP O IY O HIY BY POJ IOIO P:\sdskproj\\dwg\onstruction\_onstr - rdwg // :: HK BY U O I hese drawings, or any portion thereof, agreement in writing with alena ngineering, In iver treet Hailey, Idaho () - () - fax
VU VU I IPI / PI HI OK IPI (" I) HI PH IPI (" I) HI PH IPI (" I) I / d HI OK / OP B IPI (" I) e HI YI I I / f IIO KI I / g YO PH IPI (" I) () OU PH PI PH I / () BU ZO IH UB IP O I I -- O OV P VI - I O VU yrtle treet pot levations pot pot escription escription Identity tation Offset* levation Identity tation Offset* levation p p + - / H + - p p + - B / H + - p p + - B / H + - p p + - B + - p p + - B + - p p + - B / H + - p p + - / H + - / H p p + - B / H + - p p / H + - + - p p + - + - p p + - + - p p + - + - p p + - + - B p p + - / H + - p p + - B / H + - / H p p + - B / H + - p p + - B / H + - p p + - B + - p p + - B + - p p + - B / H + - / H p / B + - I "" P O O I Y inch = ft Y inch = ft I "B" BIK P O O I Y [p] B I PO I UYI I HY Y I I O IO P O U O BI HK BY BY / / I BY hese drawings, or any portion thereof, agreement in writing with alena ngineering, In iver treet Hailey, Idaho () - () - fax U O I O POVI O OOH IIO PI IIIO PI Y BI [p] / H [p] B [p] B / H H XII I [p] I UBB UB OP (' X ' ) :+, ' :+, ' :+, ' d :+, ' e :+, ' I O O ( IP IO ) :+, ' O :+, ' c b PHI P : B ' PHI // ' [p] [p] B [p] B [p] B / H ' a [p] OV IPO O XII OK I I I IY O HIY PPOV O PO I HI I Y (O I I H IIO) BO XII PV I I-P I / :+, ' :+, ' [p] Y OV, I, O I OIO O B OI BY H IY O HIY :+, ' :+, ' e [p] I ] [p ' b ' : B IP ] a b ' [p] B / H [p] B / H b [p] [p] a [p I P ' c c [p H [p] / ' a d a d UIIY BOX I VIO OII I = I = OII I = I = ivil ngineers & and urveyors OU O O I / ] ' P ' [p] [p] B / H [p ] [p] [p] B / H b rywell [p] / B a I [p] ' a ' [p] B b b ' a b a : B ' ' [p] / H [p] [p] B B I [p] / H B rosswalk ign elocated ater ain Borrow itch low ine = ip of utter B = op Back of urb B = op Back of alk = op of oncrete Yield ine arking Bicycle Intersection rossing / ommercial riveway onflict arking a umble trip awcut ine etaining all ' ontour Interval ' ontour Interval runcated ome torm rain atch Basin B oncrete [p] B / H Baseline of lignment ' Vertical urb & utter Zero eveal urb & utter urb ransition sphalt [p] / H Proposed Items ' I BO I / :+, ' :+, ' I " - O I PIP IH IIU OP O I / U O POB O-POB I PIO I / U O HI * (-) O = I O PH [p] B / H OB Bush ripline of Vegetation as ine as arker as eter iber Optic ine iber Optic ine arker elephone ine elephone iser torm rain atch Basin rywell torm rain anhole Buried Power ine Overhead Power ine Utility Pole Power Vault uy wire Power eter ewer ain ewer leanout ewer anhole ater ain ater Valve ater eter ire Hydrant ater ain Vault II, I eciduous ree I IY O HIY H BI I / :+, ' I = IV OU = :+, ' I = IV I = IV OU = :+, ' I = IV OU = VIIO onifer ree BY ailbox ' ontour Interval ' ontour Interval OU IY O HIY Y I / :+, ' I = IV I = ence ine etaining all ign O O XII Y :+, ' I = IV I = O Pavers Property ine enterline oncrete urb & utter Building/tructure ine pproximate dge of sphalt ravel rive I IY O HIY PPOV IO U O B I I ( ' x ' ) I O B I / I O I IK :+, ' :+, ' :+, ' d :+, ' e :+, ' VU xisting Items JBOX ZO V UB U P I / OU O IK IH HO H I / (a) OK (b) OPI P I YOU P : : Z: UB IIO P I / POJ IOIO P:\sdskproj\\dwg\onstruction\_onstr - rdwg // :: f PP O IY O HIY e HI, H + c O OU O UB U " VI & P I / + + a b /H O I O VU [p] OU PH PI I / Y OO OUIO HU OBI PV KI UB I d inch = ft a [p] [p] : ' + + + ' + + /H [p] / H [p] ' :' ' ' ' ' ' [p] / H I Y (BOK ) + + ' " PHI d Y : : Z: b ' " g Y b OV IPO O O UB/IK (UIIZ XII JOI H Y) c a ' ' ' : d c Y b b d a B ' f c f ' I () U IIU O " O PH O POVI VI () OV IPO O PH I "B" O I I I "" O I I OIIO HU
f b : : Z: b c Y k + j + PP O IY O HIY O VU O Y O BOK YOU P ] [p [p] ] Y (BOK ) [p [p] / H [p] VU [p] / H i POJ IOIO P:\sdskproj\\dwg\onstruction\_onstr - rdwg // :: Y OO HI, H + ' " /H + + Y c [p] [p] [p] [p] h c [p] / H Y (BOK ) + b + VU VU + /H :' YP + g + /H + HI, H O f [p ' ] e : d a f c g Y e e OB c Y B d Y VU b d U O I ence ine etaining all ign ailbox ' ontour Interval ' ontour Interval onifer ree eciduous ree OB PH Bush ripline of Vegetation as ine as arker as eter iber Optic ine iber Optic ine arker elephone ine elephone iser torm rain atch Basin rywell torm rain anhole Buried Power ine oncrete umble trip awcut ine etaining all ' ontour Interval ' ontour Interval runcated ome torm rain atch Basin () OU PH PI PH I / () BU ZO IH UB IP O I I -- rywell rosswalk ign elocated ater ain Borrow itch low ine = ip of utter B = op Back of urb B = op Back of alk = op of oncrete Yield ine arking Bicycle Intersection rossing / ommercial riveway onflict arking yrtle treet pot levations pot Identity p p p p p p p p p p p p Offset* levation escription tation + + + + + + + + + + + + - - - - - - - - - - - - / H / H / H I IY O HIY PPOV IO U O B I I ( ' x ' ) I O B I / I O I IK f :+, ' g :+, ' h :+, ' i :+, ' j :+, ' k :+, ' OU IY O HIY Y I / :+, ' I = IV I = :+, ' I = IV I = d :+, ' I = IV I = inch = ft I " - O I PIP IH IIU OP O I / U O POB O-POB I PIO I / U O HI OV, I, O I OIO O B OI BY H IY O HIY :+, ' :+, ' H XII I B I PO UIII P O POVI O OOH IIO PI IIIO PI Y * (-) O = I O Y I I O IO P O U O BI HK BY BY iver treet Hailey, Idaho () - () - fax Pavers OBI PV KI PHI Baseline of lignment ' Vertical urb & utter Zero eveal urb & utter urb ransition sphalt // torm rain atch Basin rywell torm rain anhole Buried Power ine Overhead Power ine Utility Pole Power Vault uy wire Power eter ewer ain ewer leanout ewer anhole ater ain ater Valve ater eter ire Hydrant ater ain Vault BY I IPI / PI HI PH IPI (" I) HI PH IPI (" I) I / d HI OK / OP B IPI (" I) e HI YI I I / f IIO KI I / g Property ine enterline oncrete urb & utter Building/tructure ine pproximate dge of sphalt ravel rive UB I ivil ngineers & and urveyors Proposed Items I IY O HIY H BI I / d :+, ' I = IV OU = e :+, ' I = IV OU = f :+, ' I = IV I = O xisting Items OU PH PI I / BI OUIO HU II, I () U IIU O " O PH O POVI VI () OV IPO O PH VIIO OIIO HU / / VU hese drawings, or any portion thereof, agreement in writing with alena ngineering, In VU I BY VU
p g c ' PP O IY O HIY YOU P : : Z: H VU H VU q b O O Y O BOK O H VU + o PB POJ IOIO P:\sdskproj\\dwg\onstruction\_onstr - rdwg // :: Y OO HI, H + /H + ' " + + + + + /H Y [p] / H [p] [p] [p] [p] [p] [p] / H VU + [p] [p] Y (BOK ) + + + /H [p] / H Y (BOK ) [p] : : Z: n f m e c b b ' c :' a i :' c e Y d h B HI, H B PH a Y f g B Y onifer ree eciduous ree OB PH Bush ripline of Vegetation as ine as arker as eter iber Optic ine iber Optic ine arker elephone ine elephone iser torm rain atch Basin rywell torm rain anhole Buried Power ine Overhead Power ine Utility Pole Power Vault uy wire () OU PH PI PH I / () BU ZO IH UB IP O I I -- rywell I IY O HIY PPOV IO U O B I I ( ' x ' ) I O B I / I O I IK :+, ' m :+, ' n :+, ' o :+, ' p :+, ' q :+, ' rosswalk ign elocated ater ain Borrow itch low ine = ip of utter B = op Back of urb B = op Back of alk = op of oncrete Yield ine arking Bicycle Intersection rossing / ommercial riveway onflict arking yrtle treet pot levations pot Identity p p p p p p p p p p p Offset* levation escription tation + + + + + + + + + + + - - - - - - - - - - - / H / H / H * (-) O = I O OV, I, O IBOX :+, ' PHI inch = ft B I PO UIII P O POVI O OOH IIO PI IIIO PI Y OU IY O HIY Y I / e :+, ' I = IV I = f :+, ' I = IV I = g :+, ' I = IV I = I IY O HIY H BI I / g :+, ' I = IV I = h :+, ' I = IV I = i :+, ' I = IV I = Y I I O IO P O U O BI HK BY BY / iver treet Hailey, Idaho () - () - fax ailbox ' ontour Interval ' ontour Interval umble trip awcut ine etaining all ' ontour Interval ' ontour Interval runcated ome torm rain atch Basin OV, I, O I OIO O B OI BY H IY O HIY :+, ' :+, ' ivil ngineers & and urveyors ence ine etaining all ign oncrete I IPI / PI HI PH IPI (" I) HI PH IPI (" I) I / d HI OK / OP B IPI (" I) e HI YI I I / f IIO KI I / g I " - O I PIP IH IIU OP O I / U O POB O-POB I PIO I / U O HI BI Pavers UB I OU PH PI I / Baseline of lignment ' Vertical urb & utter Zero eveal urb & utter urb ransition sphalt // torm rain atch Basin rywell torm rain anhole Buried Power ine Overhead Power ine Utility Pole Power Vault uy wire Power eter ewer ain ewer leanout ewer anhole ater ain ater Valve ater eter ire Hydrant ater ain Vault II, I VIIO Property ine enterline oncrete urb & utter Building/tructure ine pproximate dge of sphalt ravel rive OUIO HU () U IIU O " O PH O POVI VI () OV IPO O PH BY Proposed Items xisting Items O OIIO HU I BY / Y U O I Y VU hese drawings, or any portion thereof, agreement in writing with alena ngineering, In
+ +, ' ' ' " + +, ' tart orthing tart asting ' ' enterline of oad ip of utter quation tation & Offset tation + +, ' ' ' + +, ' ' ' + +, ' ' ' + +, ' + + + + POPO IIH BOO O BOO O + + + I IY O HIY H BI I / j :+, -' I = IV I = IV OU = k :+, -' I = IV OU = I " - O I PIP IH IIU OP O I / U O POB O-POB I PIO I / U O HI OU O O I / UIIY BOX I VIO VV BOX OII I = I = OU II UU P O I I UI H V HIH I H " UPP POI : " = ' H, " = ' V - XII IIH - I PO I BOX O POVI O OOH IIO OU V PKI HO YIH II I IO IH O UPP II I O O II O H U O UIIY OIO + + + + + + + + : " = ' H, " = ' V B + Y I I O IO P O U O BI POJ IOIO P:\sdskproj\\dwg\onstruction\_onstr - rdwg // :: HK BY PP O IY O HIY Y POI (H VU O BIK PH O U) H XII I BI H XII PH BUUP O = + V = PVI : + PVI V: K: V: ' O P : + O P V: PVI : + PVI V: K: V: ' : : PVI : + PVI V: K: V: ' V: + V: PVI : + PVI V: K: V: ' HIH P : + HIH P V: H XII PH OO IV I = + V = : " = ' H, " = ' V / OU IY O HIY Y I / h :+, -' I = IV I = UPP II OUIO Q:+, ' = + V = P :+ Q:+, ' P :+ Q:+, ' BI UPP II OUIO Q:+, ' = + V = Y II POI (H V O H V) IOI P O U, ' O/ rosswalk ign elocated ater ain Borrow itch low ine = ip of utter B = op Back of urb B = op Back of alk = op of oncrete Yield ine arking Bicycle Intersection rossing / ommercial riveway onflict arking H XII PH OO IV I = + V = rywell : : umble trip awcut ine etaining all ' ontour Interval ' ontour Interval runcated ome torm rain atch Basin XP OIO O VI : : adius BOO O : : ength POPO IIH O PI PH : : ip of utter / lignment urve able urve # U O I ' " OP O // ' XII I IY O HIY PPOV IO U O B I I ( ' x ' ) I O B I / I O I IK :+, -' :+, -' II, I VIIO +, ' I IPI / PI d e HI YI I I / f IIO KI I / g YO PH IPI (" I) : : + : : ' " II OUIO +, = : : ' ZO V UB U P I / O H VU O BUUP O BV: + BV: oncrete : : Baseline of lignment ' Vertical urb & utter Zero eveal urb & utter urb ransition sphalt +, ' Proposed Items + V: + V: : : BV: + BV: ' " : : ' V: + V: : : +, ' BV: + BV: + = + V = : : XII OP O : : PH ' " V: + V: OB ' : : BV: tart asting BI UB U OUIO = + V = BV: + Bush ripline of Vegetation as ine as arker as eter iber Optic ine iber Optic ine arker elephone ine elephone iser torm rain atch Basin rywell torm rain anhole Buried Power ine Overhead Power ine Utility Pole Power Vault uy wire Power eter ewer ain ewer leanout ewer anhole ater ain ater Valve ater eter ire Hydrant ater ain Vault tart orthing BI II OUIO +, = eciduous ree irection = + V = onifer ree ength = + V = ailbox ' ontour Interval ' ontour Interval enterline of oad ip of utter quation tation & Offset tation ine # V: + V: BV: + BV: ip of utter / lignment ine able Pavers ence ine etaining all ign BV: + BV: UB U I : : V: + V: Property ine enterline oncrete urb & utter Building/tructure ine pproximate dge of sphalt ravel rive PVI : + PVI V: K: V: ' BY O xisting Items PVI : + PVI V: K: V: ' UB IIO P I / BY H VU OU O UB U " VI & P I / O OU PH PI I / OUIO HU H VU XV O OUIO / UB I H VU OV IPO O PH Y OO I BY BU () U IIU O " O PH O POVI VI () OV IPO O PH OIIO HU Y PH inch = ft YOU P UP O iver treet Hailey, Idaho () - () - fax ivil ngineers & and urveyors + BIK PH + hese drawings, or any portion thereof, agreement in writing with alena ngineering, In B B PHI b + + a g c P P: + P + : + P: + + :+ ' ' c b + X + : PI + + + ' " ' + Y : : + + + : : + + + a + P: + : + P : + + k + b P: + ' UP /H H VU H VU + HI, H e O f PH + ' : a B e j Y Y h O H U O UIIY OIO
+ Y + + + + + + + + + Y + O VU VU Y + + + + + + + + + + + + Y + I I I POIO H H BI P I / Y II, I I I I POIO H H BI P I / VU I I I POIO H H BI P I / Y I I I POIO H H BI P I / Y (BOK ) Y (BOK ) Y Y VU inch = ft iver treet Hailey, Idaho () - () - fax PHI ivil ngineers & and urveyors U O I / JBOX VU VIIO VU Y Y BI BY // I I O IO P O U O O Y BI VU POJ IOIO P:\sdskproj\\dwg\onstruction\_onstr - rdwg // :: HK BY PP O IY O HIY O Y O BOK O BOK BY OIO OO P / Y OO I BY hese drawings, or any portion thereof, agreement in writing with alena ngineering, In I I I POIO H H BI P I / VU Y (BOK ) Y I I I POIO H H BI P I / Y VU Y (BOK ) VU I I I POIO H H BI P I / Y
O inch = ft H OO H I POY I OIO OO VI PIO O OU IH Y I O I IVII I O IH H O U IIO O H IHO P O VIO QUIY O O O B PI O IHO II OUI HI OIO OO BP P OI PPP OU H OO H B POIB O OBII KPI OPY O H BOV PIIIO H PPP OU O I I UI OUIO OUIO IVIY H UI PIO O I I H O OV UI H OIO O I O H I H B UIIY BIIZ H OO H B POIB O I OUIO VHI VI H I O PV U, I I O BI O K OI OUIO VHI H XI I OY HOUH POPY I OUIO /XI H OO H B POIB O Y -UP O H PUBI IH O Y O J PIV POPY O Y KI O POII O U, I,, V, OK O BI BP H B IP VY Y IHI HOU O H O O V H I IH O O IIY BP IV IP PI O I H OO IB, PI O I OIIO QUIP, I OK U B VIB O PI PO O IU I OIV I O BP' H B PO OO POIB H OUIO O H O, PI O OK Y PIO O OUIO IVII I H PPOXIY - IH P BY - IH I H P BU I H O H H O H BU OVP ' H OVP HOU B O O PI KI PII BU O I H K HOUH H O ' P X K HOUH H BU H OVP K H B "x"x' OO K IV K IO I HO O ' P H OI O U O K PK OI IY O H OUI O H I POIO BY PI O KI O OI H OO H B POIB O H OOI I I UI H OV IP UY VY O Y PI Y O U H I OO OKI O OV IPO O Y UU I O-I P I HY BI O IO I POIO H I I P OPIO UI H I I OPY BIIZ OV IH H OO H OV H IB O H QU O H I O O H I BIH P BY H I O O O O OK H B OP I O IH POJ PI PPP OU OIO I OO U H B IP PII O HI P O I BY H HI/I U B II I IV OPI OIIO HOUHOU H I O H POJ /IB O O B P OU I II O H P O I BY I O O IP PI OIO I OO U PII O HI P (I, I POIO, OUIO, ) UI OUIO IVII I HUO Y PY O IUB O OO U UI Y PO Y OU O I III P I O HI H H I I OP O IIH H B UH OI O O' PI P OOI HI OK IH P HI IUB IUB OV I HUO O OH X PIO O I, H B PO O OIO OI O H OOI: IUB IH OP O : O P H B IH " OO" IX B/, O PPOV QUIV, IIZ IH /// (UU) B/ UH IH IH " OUIO OK " B/ IH KII O IH Y P O OPY OV OI OI K IO OI " K" OP PPIU O UO O IIO OO H OO UU' PPIIO IUIO O, UH, IIZ IX I IIO P OP POIO I I I (BP ) IB O (BP ) P H O O O B PI O IHO II OUI, VOU IIU, H OO' "POIB PO" H IP H I BO O V HOU IV UI X O " IIU I /IB O UOUI I OVP BY ' O OPY UOU I iver treet Hailey, Idaho () - () - fax B /IB O I H PK OI BK OU I I POIO I (BP #) VIIO H OO H OBI PPIB OIO OO PI PIO O OUIO H BI/ I I ivil ngineers & and urveyors O II, I O: "x"x' OO K I VY ' U O I / H VU H VU PHI H VU BI I I O IO P O U O // Y BY UPO BIH O BIIZI VIO P I III OPIO, OV POY OIO OO U O UU I, U BI O PIOI I O OIO OO U I QUI UI O I III OPIO BIIZI VIO I BIH UH I IU I H BI Y, III HK OH BI, OV O UU I I IIV, I YPI HU O UH I OU B O K H III O V BI UPO OPIO O OUIO IVII HK BY POJ IOIO P:\sdskproj\\dwg\onstruction\_onstr - rdwg // :: BY / I BY BU PP O IY O HIY O BOK O BUUP O hese drawings, or any portion thereof, agreement in writing with alena ngineering, In + Y OO OIO OO P UP O + Y BIK PH + + + + + + + + UP O H VU Y Y I I I POIO H H BI P I /
YP - - - O OK (-) O OK H (-) I I UY (I ) Y O OK H (-) O O (-) IK O (-) IK O (-) IPIO QUIY YP BI I O OK IK O IK O H - O O - O OK H I () YP III BI IK O H O H (-) O OK (-) ' ' I ' ' ' I OO I O OK H (-) O OK H (-) O OK (-) IK O (-) IK O (-) IK O H O H (-) O OK H (-) O O (-) I VU JBOX = P V O O Y O OK H (-) O O (-) O OK (-) PHI inch = ft O OK (-) O OK H (-) O OK H (-) O OK (-) O OK (-) O OK (-) O OK H (-) O OK (-) Y O OK H (-) H VU Y I -a O OK O OK H (-) O OK (-) O OK H (-) O OK (-) YP - I UY (P BOK B VU O H VU) YP - - IK O H O H IPIO QUIY I O OK - O OK H I OO P BOK (B VU O H VU) I () I UY (H VU O BUUP O) IPIO QUIY I O OK - O OK H - IK O O OK H (-) O OK H (-) O OK (-) I () Y - O O O OK (-) O OK H (-) I OO O H VU O BUUP O H VU O OK (-) Y I - O OK (-) O OK H (-) O OK H O OK (-) O OK H (-) O OK (-) O OK H (-) BUUP O O PHI inch = ft O OK H (-) O OK (-) O OK (-) O OK H (-) O OK (-) O OK H (-) PHI inch = ft Y OO I OO P II, I / ivil ngineers & and urveyors O I O BUUP O I BY / PP O IY O HIY BY POJ IOIO P:\sdskproj\\dwg\onstruction\_onstr - rdwg // :: HK BY U O I hese drawings, or any portion thereof, agreement in writing with alena ngineering, In iver treet Hailey, Idaho () - () - fax I () JBOX P V = O O O OK H (-) YP - I UY ( O VU) O OK (-) O OK H (-) IPIO QUIY I O OK - O OK H Y O OK (-) I OO O VU O OK (-) O OK H (-) PHI inch = ft O I I OO VI H OO O H U U H OO H POVI QU UB O BI, I, PO O PV PUBI O H OUIO H OO H POVI,, II I OO VI QUI BY H POJ OU H OV IV U BOH Y IH OIIO H P O H IIO H B II, JU I O O U OPIU PO O H I OO VI H OO H UBI Y H O H OO P O PPOV BY I O H HIY P O H O H I OO P H B IP UI PPOV O H IV I II H OO H OV XII I OO I I OUIO ZO O-Y I U B II UI OUIO POPY I I O IH-O-Y POY I OO I YP III BI I PIIY O O OUIO BI O BY VIIO // BI
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onifer ree IV OO OB PH VIIIY P rosswalk ign elocated ater ain Borrow itch low ine = ip of utter B = op Back of urb B = op Back of alk = op of oncrete Yield ine arking Bicycle Intersection rossing / ommercial riveway onflict arking PHI inch = ft Y Y Y I I O IO P O U O BI HK BY / O BUUP I " I B / HU BOK :+: ' BI O IB OPI I (BY OH) OO O OOI OK IH UYIK // Y II, I VIIO I " -, PV PIP BY U O I O BO I I P + + /U O POB O I O-POB I (P) PIO + I " -, PV PIP O H VU U P XII I I HU BOK OV IPO O IIU O ' O I I O PIP IH O + + + I " I B / HU BOK :+: ' I "x" I PPI " VV " I B / HU BOK :+: ' I PO VI O VI (BY OH) OO O OOI OK IH IOUI IPO O IIU O ' O I I O PIP IH O I "x" I PPI " VV " I B / HU BOK U P XII I :+: ' I HU BOK OV O PHO I (BY OH) OO O OOI OK IH UYIK UP BY / UIO rywell I BY PII Bush ripline of Vegetation as ine as arker as eter iber Optic ine iber Optic ine arker elephone ine elephone iser torm rain atch Basin rywell torm rain anhole POJ IOIO P:\sdskproj\\dwg\onstruction\_onstr - rdwg // :: umble trip awcut ine etaining all ' ontour Interval ' ontour Interval runcated ome torm rain atch Basin PP O IY O HIY ailbox ' ontour Interval ' ontour Interval oncrete hese drawings, or any portion thereof, agreement in writing with alena ngineering, In VU th H O O eciduous ree th VU IV ence ine etaining all ign Baseline of lignment ' Vertical urb & utter Zero eveal urb & utter urb ransition sphalt O H VU O H VU Pavers IO PU torm rain atch Basin rywell torm rain anhole Buried Power ine Overhead Power ine Utility Pole Power Vault uy wire Power eter ewer ain ewer leanout ewer anhole ater ain ater Valve ater eter ire Hydrant ater ain Vault iver treet Hailey, Idaho () - () - fax ivil ngineers & and urveyors Y Proposed Items Property ine enterline oncrete urb & utter Building/tructure ine pproximate dge of sphalt ravel rive Y OO P O Y VU xisting Items BU U POJ OIO rd HIH UIIY OIO P U
UHI IIIO UHI PIO O IIIO BO HOIIO, UH H I HOOUHY H PU K OP U IIU UHI VOIY I H I O /O I O HY I I H O H I, POVI P O H IZ UII O POU VOIY I H I O /O B HO H O O QUI O POU VOIY O /O I VIOU IZ PIP XI X OU HOOUH IPIO UI H I YI O PV O, PI O O, PI O I, O OH OI I H Y HV H I I BY UHI IPI HY O H I O U H H I VV OPI HI O H HY I I OO OIIO B IIIO O PIP OPY IH I/ : III I, H PIIIO, I' IIO KP H IIO O PIP, II PPU O I, HVY OI PI II PIP PPU PIO O PI I VI O O HOI U O B P-PPOV BY H I IQUI HOI ) O: IQUI OII VIB HOI U PU I OI ) : I/ B ) XUIO: U OY BY I PO IH PPOPI -O HOIO JO ) UHOIZIO: OY IH I UHOIZIO O H I OIU HYPOHOI ) O: IQUI OII PPOXIY O VIB HOI ) : I/ B IU HYPOHOI ) O: U O I B OII PPOXIY VIB HOI BY IH ) : I/ B HO O HOIIO U O B P-PPOV BY H I B O U HO ) OUIO H: / IIU ) U: OY I H PIP PPU KP Y UI OUIO O O U OV PI O JOI PIP ) P H UI U: UI OUIO, P IU HYPOHOI U H UP O H BH I, -OO IV ) U QUIY: O B Pipe Velocity in ain, umber of taps on pipe ize in iam (pm) () umber (inch) (inch) -/ -/ -/ -/ -/ -/ ) ) ) P H UI B: UI OUIO, P IU HYPOHOI B I H IO O PIP O P O B I H HY, HY BH OH PPU H B O H II O H PIP UI HIV UH PX O O PPOV UBIUIO U O HIV I O H B XP O H BO I H O H U O H PIP H H B H II IP O H I, IH PPOXIY QU UB O B H O IV PIP H I H B H BO H PIP IO I P I H H, K HI POIIO O H IO O I B IY I H H PIP I I IH H B H OP ) B QUIY: O B () JU O PIP H OH H () B O VIB HOI P B ) II POU: H U O B IIO H B OP, I H I IH VOIY O XI P K PUIO O U H I POK II V HI I H PIP O HOU I H PU I H, V H I H PIP O HOU POIIO VV O H H HOI OUIO I H I BI I O O IO I I IV VI OIUOU HO ) OUIO H: O / O HOU ) IU: / HOU ) OI HO: a) IQUI HOI: OUIO VUU-OP HOIO I OBIIO IH BOO PUP b) I : O O c) HYPOHOI OUIO: HI PUP I O I HOI OUIO d) IU HYPOHOI U: O PVIOU IO ) II POU: U PPOV OU O O O, U IO H Y I I I POI O O H O O H BII O H I U H HOI OIO U IV U / O POIIO VV O H H HOI OUIO I H I BI O O O IO I I IV VI O O OP HOI PPIIO UI H I I I I IH HOI I H HOI I H I O HOU, OPI VV HY I H IO H O H HOU PIO, VIY H I POIO O H I H IU O / HOI U HO ) OUIO H: / ) OI HO: P I' IIO ) II POU: U PPOV OU O O O, U IO H Y I I I POI O O H O O H BII O H I U OIO U IV O U / O PPY H HOI OIUOUY O H I QUI O VOP OI OU O "U" O HOI H I, I OV HOUH H I, XPO IIO U O / O HOU U H HOI IU I H U I OV HOUH H I I Y I I OP BO /, OP O O HOIIO QUIP H H O H U, O I U, HOI O H HOI I H U O O H / H HOI O P II VV, OP VV HY O II PPU PIP BH I UHI H IO PIO, UH H HOI O H I UI HOI U HO H H OIO I H VI H I I O HIH H H I H Y, O I PB O OI U IPO O UHI O B O I O H I O O: H U O O H UOUI POPI K P UI PIO H H BI PU I BOV IHOU PIO PPOV O H I I O B I O I I I I O O O H IY OIO Y, H B HOI O HV XIU VIB HOI OIO O / H PPOPI PIV, IH IPO PPOV H B QUI PIO O O O UHI IVII HOU H B POI O H OU U O B VIO U O HOI IH H I H OOI IPO IH IO Q PIO O UHI BIOOI I UHI BO H I I P I VI, P O O H I() O OIO BI K P O H OIO HOU P U OHI I BY H I, O P O H, O H I O O H BH IIIO I H III IIIO I O POU PPOV BIOOI P, UH P H I I HK P HO BI OIIO, -HOI H I UI PPOV U OBI BBI I OIO O II O IH H Y I I, B O PY H IIO O PIP II U I KI H OIO IH HYPOHOI OUIO BO IIO B QUI O OPI O UH PIPI PI IU PU I I () low equired to Produce fps (approx) ize of ap (inch) () (-/) () Hydrant Outlets ith a psi pressure in the main with the hydrant flowing to atmosphere, a - / inch hydrant outlet will discharge approximately, gpm and a -/ inch hydrant will discharge approximately gpm umber of taps on pipe based on discharge through feet of galvanized iron (I) pipe with one elbow B OU O U Pipe iameter mount (inches) (ounces) B UB O B () Pipe iameter (inches) umber of g ablets () I OUIO O I VI OUIO H B I OO IH H IY O HIY OBIIY I OUIO PIIIO I O I O VI H B BKI UI HY HV B IP PPOV BY H IY I VI H HV IIU OV O IX ('), U O IIH " I H B OU IH -, PV PIP I H B PU I OO IH IP IO H IY O HIY PIIIO PIP II, VV, I HY, I I H B O U OPP OI I IU P IP IO H IY O HIY PIIIO PIP II, VV, I HY, I UHI IIIO QUI HI H BI U H B UBI O H I H U VY P O I PPOV P PIO O IVIO O H I VI IIBUIO VI IIO I HI U O II POB OPO U B OPI IH I/ / I U B OPI IH H O U (<Pb BY IH), PU, P B H B U HO BY UIB HU BOKI (HI I O O) HU BOK H OO O IP - H IY O HIY PIIIO PIP II, VV, I HY, I VV H B VV IH O-II, "O" I, O-IH OPI U I P IP IO VV O I PV H B I IH IO VV BOX IH O O P IP - H IY O HIY PIIIO PIP II, VV, I HY, I I II H B UI IO OOI O H QUI O - O PI OKI PU JOI O BUI VV H B HI JOI U OHI O JOI HOU I B VOI UOU I HY H OO IH H IY O HIY PIIIO PIP II, VV, I HY, I I HY H B OUÔ "OUI" I HY O PPOV QU PPI H B OU O - I IH I/ - H OO O - H OU H B /" P IH /" P PU I H OPY IH IP a IP b HIH H QUI O PIO I B POB I (IUI I VI I) IH O-POB I ( IUIO O H PIO QUI O HI H) I IIO, I H B OU IH HOIZO PIO O IIIO H Y VI H B I OPI IH IP IO H IY O HIY PIIIO PIP II, VV, I HY, I U PPOV U PU BKO BY (PB) H B I O PIY VI OIO (IUI I UPPIO VI, I PPIB) I O IH H IY O HIY P, I H, PUBI BUU, O IHO BKO PVIO QUI I H U VI I I H P I BY " H OO H KP H XII IIBUIO Y IV, O H X POIB, HI II H I VI IIIZI IUPIO O XII Y U H I VI H B I, BKI, PU II UH PIO O OI H I O H XII I H XIU OB VI OU O Y HUO I HOU H OO H B POIB O POPY OVI IPOI O I H H UI H I H H I BI PP O IIO O H UIIY, IUI OPIO O BKI O H PIP ZO, O IIO O O H O H OO H IPO O H I UIB IHOU UI O POPY X II Y B Y I IIO O HO HO H O OO VIO VOI UOU OI I O-POB I I I ZO ZO U H "I" PPI O BOH I I VI I * " " * ZO ZO ZO ZO ZO * I HOIZO O-POB I POB I [P] BOV O-POB I [P] ZO : ) P P U B P BY ", ZO B) O U, UU H O BOH P P PIP U B O H OI O H H JOI POIB O H OI ZO : ) O U, UU H O BOH P P PIP U B O H OI O H H JOI POIB O H OI, IH B) P U B OU O I PU O IH O HOIZO I O O BOH I O OI, O ) IH H P O I O BOH U B IH VI I PB O Q O HOIZO I O O BOH I O H OI POB I [P] BO O-POB I [P] ZO : ZO : VI PIO QUI QUI ZO XP H P U O B UPPO BOV H OI O PV I QUI ZO XP H H P U O B UPPO BOV H OI O PV I HOIZO PIO QUI ZO : ZO : ZO : O: ( H - HOIZO PIO): ) O PI QUI (B - - HOIZO PIO): ) O PI QUI O POB O O-POB VI B) P P BY OUI, ) IH HIH I VIO H H P, IH ) P OU O POB I, PU O IH, O ) I PII QUI PPOV BY Q ( H - HOIZO PIO): O O IHOU Q IV IY O I U HV I ' HOIZO PIO " VI PIO ZO ZO P O O IHOU IV BY Q POB O-POB I (P) PIO O HOIZO PIP B, BI HU BOK U POVI PI O POU I UIUB H P B O VI PIP B, VIY HU BOK U POVI VOU O O POU I UIUB H HIH I IZ O XP O IH IIU O O Y P BOK O U I VV O I P IH -/"Ø I B H I PIP PU PH PH U I O OPP I I - O PII I VV BOX IH OV I VV (J) HH HU BOKI HO B (/"Ø I) awcut xisting Pavement, ack oat dges ee ype urface epair ormal Bottom of rench hen uitable ubgrade xists epth etermined by ity ngineer hen Unsuitable ubgrade onditions xist " min VI B I Varies Per rench epth " min Varies Per Pipe ize " min PH U '-" I '-" ax ithout horing P OH U PH '-" I VV HO I O: B urface epair idth (' min) ubgrade ompaction Per - " ax Backfill aterial per IP ection -rench Backfill O O O I O BOKI BOK O B OU PIP PI I HU BOK HO I inish rade " min " " min min " min XII YPI H IO PH PU I B HU O HOIZO B*** IIU QU O HU OO UIUB H* * U B I B O I OIIO (HIH OKI PU O O OI BI H) ** O I B ***HU BOK PH O B IIU P " O PIP IZ "-" " O PIP IZ "-" O H QU OO O H QUI BI, HIHV I H U PI (IY O HIY I ) YPI B I HO VV O O PV PIP HO OV BO IH PI O PO O O H UI OUIO O HU BOK H O I HU BOK BI O O B PI H POU I UIUB H POVI I POYPOPY B II O OIY I O Y OIIO O PIP IZ O II " min rench Backslope Per OH Vertical rench alls equire horing Per OH ype Pipe Bedding per IP ection -Pipe Bedding ype II Bedding per IP ection -Uncrushed ggregate and ection -rench oundation tabilization PH xisting urface xisting Pavement xisting Base ' oncrete lurry Backfill or as approved by ity ngineer O PH PH ack oat dges xisting Pavement ompaction Per - " in PIP IZ " " " " " " " " " OI BI PU = P OKI PU I = PI Y O =, PU O VV B** / B I B " in sphalt inish rade ubgrade YP U PI B PH, B O U " PIIY awcut xisting Pavement " of ype I rushed ggr per IP ection -rushed ggregate " of ype II rushed ggr per IP ection -rushed ggregate ype I Pipe Bedding material shall meet the requirements of the current edition of the IP tandards-ection -Pipe Bedding ype II Pipe Bedding material shall meet the requirements of the current edition of the IP tandards-ection -Pipe Bedding here or more of any portion of the surface area of any pavement has been damaged within the project limits, full width restoration shall be required ny strip of remaining pavement less than feet in width along curb and gutter or pavement edge shall be removed and replaced ative materials may be used for backfill unless, in the sole opinion of the ity ngineer, the native material is found to be unstable hen inch minus aggregate, which meets the requirements of the current edition of the IP tandards-ection -Uncrushed ggregate or crushed aggregate, which meets the requirements of the current edition of the IP tandards-ection -rushed ggregate, will be required as backfill he completed patch shall not deviate from existing surface more than ft/ ft in any direction he completed patch shall not pond water in excess of feet in depth urface repair in gravel shoulder areas within feet of pavement edge shall be inch depth of ype I crushed aggregate per the current edition of the IP tandards-ection -rushed ggregate ontractor shall be responsible for maintenance of street repair for one year after installation PU regulated utilities shall be responsible for a period of three years ll utility crossings, including but not limited to power, telephone, cable V, gas, and water services, which cross existing paved roads shall be constructed by horizontal boring Open cuts across paved roadways will only be allowed after a minimum of three failed attempts with approved boring tools hen utility mains are located under existing pavement, open cuts will be allowed and boring is not required If in the judgment of the ity ngineer, boring may be detrimental to the health, safety, or welfare of the public, boring will not be required and trenching will be allowed six foot trench, two feet deeper than the proposed utility shall be excavated adjacent to the edge of pavement for evaluation of soil conditions by the ity ngineer to determine if boring shall be attempted or if trenching will be allowed ll trenches shall be repaved within hours of starting the work unless prior approval to delay repaving has been provided by the ity ngineer oncrete lurry ix esign oarse ggregate (/" minus) and ement ater, lbs lbs lbs (max) gals (max) O O OUIO BI Y OO UIIY OIO I II, I BY VIIO O / ivil ngineers & and urveyors BI // O H VU O H VU I BY / PP O IY O HIY BY U POJ IOIO P:\sdskproj\\dwg\onstruction\_onstr - rdwg // :: HK BY U O I hese drawings, or any portion thereof, agreement in writing with alena ngineering, In iver treet Hailey, Idaho () - () - fax