ALBAUGH INDUSTRIAL PARK 5, LOT 4

Size: px

Start display at page:

Download "ALBAUGH INDUSTRIAL PARK 5, LOT 4"

Maryann Price
6 years ago
Views:

1 Y:\print_drivers\lack_ray\V8iW ulweightp.pltcfg : 0/7/20 :23:0 PM J:\20_Projects\.09\add\SP0_09_S.dgn LU INUSIL PK PL, LO OWN/VLOP POPIS, L.. 2 N 3 S NKNY, IOW 002 () 9-9 ON: PP V NW S NW SYLOVILL MO NKL SUNNYSI NW 2 V NW PL WOOS S PK NW 0 PL NW 72 PL MP S Y L O N PL N 0 V NW V SL: "=2000' NW NW S NW 7 PL NW 9 PL NW 8 PL SYLO N 7 PL N S 0 N 3 S SI PLN N 2 S N S N 70 V N 7 S N 9 S N 9 S N 2 N 0 V O 290 N INUSY IV POLK OUNY, IOW N 72 V N V N 0 S N N 7 V N V V N 9 PL N S N N VIINIY MP N 7 PL N S N 7 S WY N INUSY N 7 N 7 M N 8 S N 7 S 9 LN N N 9 S N 7 PL N 8 V N V N 22 S NKNY IONL IPO POJ LOION N V N 27 N 9 V N 28 N 29 S INX O SS IL S POJ INOMION OVLL SI LYOU PLN IMNSION N UILIY PLN IN N OSION ONOL PLN PLNIN PLN LINS S O IOW IN. OIN LNSP I NO. 2 License xpires: June 30, 20 POSSIONL IK J. NIKKL 878 IOW NIN POSSIONL LNSP I I hereby certify that the portion this technical submission described below was prepared by me or under my direct supervision and responsible charge. I am a duly licensed Pressional Landscape rchitect under the laws the State Iowa. iane. oering, SL License Number Pages or sheets covered by this seal: I hereby certify that this engineering document was prepared by me or under my direct personal supervision and that I am a duly licensed Pressional ngineer under the laws the State Iowa. rik J. Nikkel, P.. License Number My License enewal ate is ecember 3, 20 Pages or sheets covered by this seal: s ate ate LU INUSIL PK, LO Y VISION IL S ' "= Scale: JN hecked y: K ngineer: POLK OUNY, IOW echnician: ate: ield k: Pg: 0/7/ 2727 S.W. SNY LV. S N Y & SSO I S, IN

2 Y:\print_drivers\lack_ray\V8iW ulweightp.pltcfg : 0/7/20 :23:2 PM J:\20_Projects\.09\add\SP02_09_NS.dgn LN eatures xisting Proposed Spot levation ontour levation ence (arbed, ield, og) ence (hain Link) ence (Wood) ence (Silt) ree Line ree Stump eciduous ree or Shrub oniferous ree or Shrub ommunication (*) Overhead ommunication O(*) iber Optic O(*) Underground lectric (*) Overhead lectric O(*) as Main with Size " (*) igh Pressure as Main with Size " P(*) Water Main with Size 8" W(*) Sanitary Sewer with Size 8" S(*) uct ank U(*) est ole Location for SU w/i 93 O O O " " P 8" W 8" S (*) enotes the survey quality service level for utilities Sanitary Manhole 2" S 2" S Storm Sewer with Size Storm Manhole Single Storm Sewer Intake ouble Storm Sewer Intake ire ydrant ire ydrant on uilding Water Main Valve Water Service Valve Well Utility Pole uy nchor Utility Pole with Light Utility Pole with ransformer Street Light Yard Light lectric ox lectric ransformer raffic Sign ommunication Pedestal ommunication Manhole ommunication andhole iber Optic Manhole iber Optic andhole as Valve as Manhole as pparatus ence Post or uard Post Underground Storage ank bove round Storage ank Sign Satellite ish Mailbox Soil oring oreslope Install parallel to ground contour 3" W US S 93.0 Variable (20' for a normal 0' wide ditch.) See plans for spacing Post spacing Post spacing ('-0" max.) ('-0" max.) '' steel fence post 3 '-0" minimum 2 round line YPIL SIL N I K ackslope Install "J-hook" at each end an individual section silt fence YPIL SIL N INSLLION ON LONIUINL SLOPS (Prile View) NL NOS: Install silt fence according to the requirements Section 900, 3.07 and at locations shown in the contract documents or as directed by the Jurisdictional ngineer. 200' max. length per section (00' if slope is flatter than %) YPIL SIL N INSLLION ON LONIUINL SLOPS (Plan View) abric round line 8'-0"spacing ILS O SIL N ON LONIUINL SLOPS educe post spacing to '-0" at water concentration areas, or as required to adequately support fence 2" SIL N IL Insert 2 in. fabric a minimum in. deep (fabric may be folded below the ground line) 2 ompact ground by driving along each side the silt fence as required to sufficiently secure the fabric in the trench to prevent pullout and flow under the fence. 3 In ditches, extend silt fence up side slope so the bottom elevation at the end the fence is a minimum 2 in. higher than the top the fence in the low point the ditch. Steel posts to be embedded 20 in. unless otherwise allowed by the Jurisdictional ngineer. Secure top engineering fabric to steel posts using wire or plastic ties (0 lb. min.). See details "ttachment to Posts." abric low NL NOS. NOIY UILIY POVIS PIO O INNIN NY ONSUION IVIIS N OOIN WI UILIY POVIS S NSSY UIN ONSUION. ONO IS SPONSIL O MININ XISN, X LOION, N P O LL UILIIS. PO LL UILIY LINS N SUUS NO SOWN O MOVL O MOIIION. NY MS O UILIY IMS NO SOWN O MOVL O MOIIION SLL PI O UILIY OWN'S SPIIIONS ONO'S XPNS.. ONSUION O LL S N UILIY IMPOVMNS SLL ONOM O UN SN SPIIIONS O PULI IMPOVMNS N SOILS POS PP Y OS.. LN O UILIIS SOWN ON PLNS IMNSION OM NLIN O SUU O NLIN O SUU.. LL I ONOL SLL POVI IN ON WI QUIMNS S O IN MNUL ON UNIOM I ONOL VIS (MU). WN ONSUION IVIIS OSU POIONS O OWY, LS SLL POVI. LS SLL ONOM O MU IN PPN, QUIPMN N IONS.. NOIY OWN, NIN, S MOINS W WOKS, N POLK OUNY PULI WOKS LS 8 OUS PIO O INNIN WOK.. ONSU MNOLS N PPUNNS S WOK POSSS. KILL WI SUIL MIL N OMP O 9% MXIMUM NSIY.. IN VN O ISPNY WN QUNIY SIMS N IL PLNS, IL PLNS SLL OVN.. LL IL ILS NOUN UIN ONSUION SLL ONN N NO OINLY ON S-UIL OUMNS. I. IMNSIONS, UILIN LOION, UILIIS N IN O IS SI S ON VILL INOMION IM O SIN. VIIONS MY NSSY IN IL. NY SU NS O ONLIS WN IS PLN N IL ONIIONS O PO O I/NIN PIO O SIN ONSUION. ONO SLL SPONSIL O LYOU VIIION O LL SI IMPOVMNS PIO O ONSUION. J. ONO O LO N NSPO LL MILS ONSI O UNSIL O INOPO INO POJ O N PPOV O-SI WS SI. K. ONO O SIP N SOKPIL OPSOIL OM LL S O U O ILL. SP O MINIMUM " P O INIS S. L. LL POPOS ONOUS N SPO LVIONS SOWN INIS S N/O OP O PVIN SL (U), UNLSS OWIS NO. M. ONO IS SPONSIL O LNIN I N IS OM NIOIN SS, IVWYS, N SIWLKS US Y ONSUION IVIIS IN IMLY MNN. N. JUSMN O NY XISIN UILIY PPUNNS O INL IS ONSI ININL O SI WOK. O. ONO SLL SPONSIL O INSLLIN OSION ONOL MSUS S NSSY. ONO SLL LSO SPONSIL O MINININ NY XISIN OSION ONOL MSUS ON SI IM O ONSUION. IN N SOIL OSION ONOL O QUIMNS SLL M Y ONO. IN PMI IS QUI O IS POJ. P. ONO O OOIN NUL S, LIL, LPON N NY O NIS UILIY SVIS WI UILIY SVI POVI, POLK OUNY, N OWN PIO O ONSUION. Q. ONO O VIY LL UILIY OSSINS N MININ MINIMUM 8" VIL N OIZONL LN WN UILIIS. ONO O OOIN UILIY OUIN O UILIN N VIY ONNION LOIONS N INVS PIO O ONSUION.. POLK OUNY NN PMIS WILL QUI O POPOS IVWY NNS. S. POLK OUNY N PMI WILL QUI O WOK WIIN O I-O-WY IS NO L O IVWY NNS. OIZONL ONOL P S ' WS O I YN ' NO O IN LINK N 00 N N P2 S ' WS O I YN ' SOU O N SPL NOWS ON ISON POPY N P S ' WS O I YN NO N O INUSY IV ' S O K O U N NS. SW UPP LN OL ON YN SW ON O N 8 VNU N N S. LV.=.39 SW UPP LN OL ON YN NW ON O -Z. LV.=.33 Wire or cable ties abric Post MN O POS 3'-" Min. ' t. POPY SIPION LO O LU INUSIL PK PL, IN N OIIL PL LL NOW INLU IN N OMIN P O POLK OUNY, IOW. POPY SS 290 N INUSY IV S MOINS, IOW 033 ZONIN LI - LI INUSIL NL US WOUS/ISIUION UILIN SIPION OL UILIN I: 3'-8" WOUS: OI: OL: PKIN QUIMNS: 3 SPS P 000 S O OI,000 S/,000 x 3 PKIN SPS= 8 SPS QUI SP P,000 S O SO 2,000 S/,000 x PKIN SP = SPS QUI 7 MPLOYS IN WOUS/SO = 7 SPS QUI S SI LULIONS: - X X VLOPMN SUL IVIY UILIY SVI S MOINS W WOKS WILL POVI W O POPOS VLOPMN. LL WOK SSOI WI W MIN N SVIS SLL PPOV Y MWW. NO SL.7 OL SI 0.00 NUL SOU.7 UILL LN.7 UILL LN 0.3 MX LOO IO 3. MX LOO ( UILIN POPOS) (0. POPOS LOO IO) 29,88 S UILL LN 0.3 MINIMUM OPN SP IO 02,9 S MINIMUM OPN SP (8,0 S POVI) (0.8 POPOS OPN SP IO) WOK UNOUN UILIIS OUNIONS PVMNS 2,000 S,000 S LNSPIN / SI INIS 8' Max Or as Specified by Manufacturer S NLOSU = 8 SPS OL QUI 8 SPS OL POVI SUL (29,88 S) (29,88 S) (29,88 S) (02,9 S) OO 20 NOVM 20 NOVM 20 PIL 20 PIL 20 2"x" Stringer. &. edar Panels "x" Posts rade LU INUSIL PK, LO Y VISION POJ INOM ION 2 "= Scale: JN hecked y: K ngineer: POLK OUNY, IOW echnician: ate: ield k: Pg: 0/7/ 2727 S.W. SNY LV. 2 S N Y & SSO I S, IN

3 Y:\pen\date.tbl Y:\print_drivers\lack_ray\V8iW ulweightp.pltcfg :0 0/7/20 :23: PM IOW NUL IL OUNION ' xisting ' Wetland and rainage asement (Open Space) Normal Pool=.0 igh Water= % 0 ONS LSS IP P W/ NININ I 0'X0'X.' S- 8" S W/ ooting and pron uard Inv L 8" LO Inv..00 Silt ence (yp.) 9 S- " S W/ otting and pron uard LU INUSIL PK PL LO ' 20.0' Sewer asement xisting xisting 20' Sanitary xisting ' Public Utility asement LO 807.' WOUS/ISIUION.77' =.0 9 LU INUSIL PK PL,000 S SUIS LO OI 70 S WOUS,20 S ' Sidewalk asement xisting ' as asement " S igh Water=.8 " W 2" S 8" S 9 N INUSY IV..S.=9.0 SS 2" W "W 2" S im=.3 " S im=.93 hroat Intake=.8.L.=.8 2" S Inv=98 8" PV N&S.L.=.8 NNW im=.3 L=.37 LO L=. N WY " W 8" S LU INUSIL PK PL 7 LO 2 " W 2"S " S LU INUSIL PK PL " P " P " P " P im=.3 hroat Intake=.2.L.=.73 " P &SW im=. Inv=939. 8" PV N&SW Inv= " PV NW Inv=. 8" PV NW im=.29 hroat Intake=.28.L.=.9 " P NNW&S im=.23 hroat Intake=.29.L.=.93 " P NW 2" S LU INUSIL PK, LO Y Scale: "= 0' VISION ngineer: JN hecked y: K POLK OUNY, IOW OVLL SI LYOU PLN echnician: ate: ield k: Pg: 0/7/ 2727 S.W. SNY LV S N Y & SSO I S, IN J:\20_Projects\.09\add\SP03_09_SI.dgn 9 9 8" S 2" S im=.0 Inv.=9.3 P2 8" S 2" S 0 0 SL () 3 09

4 Y:\print_drivers\lack_ray\V8iW ulweightp.pltcfg :30 0/7/20 :23:7 PM S-,ype SW-0 ' S-3, ype SW- 3.0' 0.0'.0' ircular Storm im=.00 Inv.=.0 ectangular rea Intake im=.00.0 (In S). (Out NW) ' 0.0'.0' 90.0'.0' 0 L 8" 0.% S-7, ype SW-0 ircular Storm 20.0' im=.0.0 (In NW).0 (In N).0 (Out S) 80 L 8" 0.% LU INUSIL PK PL 30.0' LO 3.0'.0' 0 9.0' 0' 7.0' L 2" 0.% 0.0' 0.0' 0 S-2, ype SW-0 Single rate Intake /=.0.7 (In S). (Out NW) 0' S-, ype SW- ectangular rea Intake im=.90 Inv.=.90 0' 0.0' 30.0' LO 807.' WOUS/ISIUION 00.0' 0 0.%.77' =.0 0 ' LU INUSIL PK PL ' 0 L 8" 0.3% 0 L 2" 0.3% S-, ype SW-0 Single rate Intake /=.0 Inv.=.0 3 L " 0.% 9.0' 0 S-8, ype SW- LO ectangular rea Intake im=.90 Inv.=. S-9, ype SW-0 ircular Storm im=.0.2 (In N). (In NW). (Out S),000 S SUIS 0' 9.0' 200.0' 0 OI 70 S WOUS.0',20 S 0.0' S-, ype SW-0 ircular Storm im=.0.2 (In N) 9.70 (In NW) 9.70 (Out S) ' 9.0' L " 0.% 8 7 L 2" 0.3%.0'.0' 8 " S 8 S-, ype SW-0 ircular Storm im=.0 Inv.=. 3.0' 3 INV.=.00 (VIY) 8 0.0' 9.' 8 S-0, ype SW- ectangular rea Intake im=.90 Inv.=.8.0' 9 " W L 8" 0.3% 3.0' 8" S N INUSY IV 2..S.=9.0 SS 3 2" W S-2, 8" S w/ 2 2" S im=.3 ooting and pron uard w/ 2-3/8" ia. estriction Inv.=9. S-, 2" S w/ ooting and pron uard Inv.=9.0 ILL /8" OLS O /2" OLS UV L UV NO. " S S-2, 8" S w/ ooting and pron uard w/ ' X ' low ransition Matting and ' X 8' urf einforcing Mat Inv.=9.20 im=.93 Inv=98 8" PV N&S hroat Intake=.8.L.=.8.L.=.8 NNW 9 im=.3 L=.37 L=. LU INUSIL PK PL 7 OL. WL O L 3" x 3" x 3" x /" NL WI /8 " OL O /2" SIO PL. /" SIO PL. LVNIZ NL K WLS. S-2 =2-3/8" ia. IMNSION PLN ONSUION NOS. XISIN US, PO OLLOWIN:. PVMN O MIN.. XISIN UILIIS. OOIN NY LOIONS O JUSMNS WI UILIY SVI POVI S NSSY. MOLIION, MOV OLLOWIN:. IN XISIN U O NW IVWY.. XISIN INK O MOII O IV SS. MOV XISIN INS N OP OWN O ONSUION JOINS, POU NW OP, N SP INS N IVWY O IN. 3. PVMNS, POVI OLLOWIN W INI ON PLN:. 8" P P IVS N LOIN OK S WI INL " U, UNLSS NO OWIS.. " P P IV N PKIN WI INL " U.. P SIWLKS, " P PVMN.. PSIN MP WI MXIMUM SLOP O 8.33%.. ' WI U OPNIN WI ' WI ON IN P.. NSOM P OOIN SIZ WI LIL PLN N ONSU P MI MIN NY SPIIIONS.. PVMN INS, POVI OLLOWIN:. " WI PIN PKIN SLL LINS.. PIN S O IOW PPOV SSIL PKIN SYMOL.. SSIL ISL. SIPIN 3' ON N SPIN W SOWN.. SINS, POVI OLLOWIN:. POVI VN SSIL PKIN SIN S P QUIMNS.. POVI OLLOWIN SI IMPOVMNS W SOWN ON PLN.. ' I WOO N N SOLILY SN UMPS NLOSU PL ON " P P P. S IL ON S 7. SI LIIN: SI LIIN SOWN INIS SIN INN ONLY, ONO O OOIN WI OWN N POLK OUNY O LL SPS O SI LIIN PIO O ONSUION. ONO O OOIN WI UILIY SVI POVI N POPY OWN LL SPS O LIL SVI. LL UILIN-MOUN LIIN SLL SIL OM S I. IS SI SLL M QUIMNS O XIO LIIN ONIN IN IL 2 O POLK OUNY ZONIN OINN. SI LIIN POOMI PLN SLL SUMI N PPOV Y POLK OUNY PIO O INSLLION O LIIN.. LIIN SLIM8 XIO WLL IXU. S LIL/MNIL PLNS O IL INOMION. IXU O PL 20 OV.. LIIN WPL2 XIO WLL IXU. S LIL/MNIL PLNS O IL INOMION. IXU O PL 20 OV. 8. SNIY SW SVI OM POLK OUNY, POVI N INSLL OLLOWIN:. ONN O XISIN SNIY SW SVI SU. VIY LOION N LVION PIO O ONSUION.. " PV SNIY SW SVI LIN 08% SLOP (/" P OO).. SNIY LNOU.. OOIN X LOION N P W SNIY SW SVI LIN NS UILIN WI IUL N MNIL PLNS PIO O ONSUION. 9. W SVI OM S MOINS W WOKS, POVI OLLOWIN S P S MOINS W WOKS QUIMNS N UILINS:. ONNION O XISIN W MIN UILIZIN 2" X " PPIN SLV N VLV S P S MOINS W WOKS.. " W SVI LIN. O O UN N INUSY IV.. SPLI I N OMSI SVI INSI O UILIN. OU W O OI INIO O SUU. OOIN X LOION W W SVI LIN NS UILIN WI IUL N MNIL PLNS PIO O ONSUION. 0.OOS:. LOIN OK, -OO I.. - OV NN OO..ONO O MININ 8" MINIMUM SPION WN UILIIS. VIY SPION PIO O ONSUION. UNLY IS NO MONUMN SIN POPOS O IS SI. I MONUMN SIN IS L IM, POLK OUNY SIN PMI SLL QUI PIO O SIN ONSUION. 3.UILIN OWNSPOU LOION. VIY WI IUL PLNS. ONO O OOIN OWNSPOU ONNION O SOM SW PIO O ONSUION. IUS LN NN O IN/ISN 2,030.00' 30.0' 70.0' 30.00' /8" OLS SIO PL S-2 =2-3/8" ia. 3" P L N SION, S PLN O SIZS " LU INUSIL PK, LO Y Scale: "= 30' VISION ngineer: JN hecked y: K POLK OUNY, IOW IM NSION N UILIY PLN echnician: ate: ield k: Pg: 0/7/ 2727 S.W. SNY LV. 09 S N Y & SSO I S, IN J:\20_Projects\.09\add\SP0_09_IM.dgn 8" S 2" S im=.0 Inv.=9.3 P2 ON OOIN ON OOIN VIS O M WI O N SION N VIW SION VIW L N SION IUL SIO PL NO SL 3'-" '-8" 0 30 SL () 3'-" 09

5 Y:\print_drivers\lack_ray\V8iW ulweightp.pltcfg :30 0/7/20 :23:9 PM J:\20_Projects\.09\add\SP0_09_.dgn LU INUSIL PK PL LO 3 9 8" S LO 807.' WOUS/ISIUION.77' =.0 LU INUSIL PK PL " S ,000 S SUIS LO OI 70 S WOUS,20 S im=.0 Inv.=9.3.0 P " S igh Water= P.80 " W " S.2 N INUSY IV...S.=9.0 SS.. 2" W. Inv=98 8" PV N&S. 0 2" S im=.3 " S.7 im=.93 hroat Intake=.8.L.=.8.L.=.8 NNW im=.3 L= SL ().. POLLUION PVNION NOS POLLUION PVNION N OSION POION. SOM W IS PMI. 3. POLLUION PVNION PLN:. 3.. O OMPLIN: ONO IS SPONSIL O OMPLIN WI LL PONIL POLLUION N SOIL OSION ONOL QUIMNS O IOW O, IOW PMN O NUL SOUS (IN) NPS PMI, U.S. LN W N NY LOL OINNS. ONO SLL K LL NSSY SPS O PO INS OSION N POLLUION OM IS POJ SI N LL O-SI OOW O POSI S UIN POMN O S SUL O POMN. M LIMS: ONO WILL OL OWN N I / NIN MLSS OM NY N LL LIMS O NY YP WSOV SULIN OM MS O JOININ PULI O PIV POPY, INLUIN SONL ONY S INU O OWN. U, I ONO ILS O K NSSY SPS O POMPLY MOV SIMNION O IS WI OMS ONO JOININ PULI O PIV POPY, OWN MY, U N NO, MOV SU IMS N U OS O OM MOUNS U O ONO. IS POJ QUIS OV UN NPS NL PMI NO. 2 O SOM W ISS SSOI WI ONSUION IVIIS OM IN, S QUI Y NVIONMNL POION NY (P). NL ONO N LL SUONOS SPONSIL O OMPLIN WI N ULILLMN O LL QUIMNS O NPS NL PMI NO. 2 INLUIN IN O MINININ SOM W POLLUION PVNION PLN (SWPPP) N POSSILY OININ NL PMI OV OM IN. LL OUMNS L O SOM W IS PMI, INLUIN, U NO LIMI O, NOI O INN, POO O PULIIONS, IS UOIZION L, UN SWPPP, SI INSPION LO, N O IMS, SLL KP ON SI LL IMS N MUS PSN O NY JUISIIONL NIS UPON QUS. ILU O OMPLY WI NPS PMI QUIMNS IS VIOLION O LN W N O O IOW. "NOI O ISONINUION" MUS IL WI IN UPON INL SILIZION O ISU SI N MOVL O LL MPOY OSION ONOL MSUS. LL PLNS, INSPION POS, N O OUMNS MUS IN O PIO O YS POJ OMPLION. ONO SLL IN O OPY N POVI OIINL OUMNS O OWN UPON POJ PN N/O SUMIL O NOI O ISONINUION. SOM W POLLUION PVNION PLN (SWPPP) IS SP OUMN IN IION O S PLN WINS. ONO SOUL O SWPPP O IIONL QUIMNS N MOIIIONS O POLLUION PVNION PLN M UIN ONSUION. SWPPP ILLUSS NL MSUS N S MNMN PIS (MP) O OMPLIN WI POJ'S NPS PMI OV. LL MP'S N OSION ONOL MSUS QUI S SUL O ONSUION IVIIS SPONSIILIY O ONO O INIY, NO N IMPLMN. IIONL MP'S OM OS SOWN ON PLN MY QUI. SWPPP N SI MP SOUL XPIIOUSLY VIS O L ONSUION POSS N NS POJ SI. ONO IS SPONSIL O OMPLIN WI LL QUIMNS O NL PMI N SWPPP, INLUIN, U NO LIMI O, OLLOWIN MP'S UNLSS INSIL O NO PPLIL: a. b. c. d. e. f. g. h. i. j. k. UILIZ OUL SUUS WIW W OM SU WN ISIN OM SINS, POVI N MININ NUL US OUN SU WS, I SOM W O V S O INS SIMN MOVL N MXIMIZ SOM W INILION, N MINIMIZ SOIL OMPION. INSLL PIM N INL SIMN ONOL MSUS SU S SIL IS, I KS, IVSION MS, O SIMNION SINS OWNSM O SOIL ISUIN IVIIS PIO O SI LIN N IN OPIONS. PSV XISIN VION IN S NO N O ONSUION N LIMI O MINIMUM OL ISU Y ONSUION OPIONS NY IM. MININ LL MPOY N PMNN OSION ONOL MSUS IN WOKIN O, INLUIN LNIN, PIIN, PLMN, N SIMN MOVL OUOU PMI PIO. LN O PL SIL ONOL VIS WN MSUS V LOS 0% O I OIINL PIY. INSP POJ N ONOL VIS (Y QULII PSONNL SSIN Y ONO) VY SVN LN YS. O ININS O S INSPIONS N NY SULIN IONS IN SWPPP WI OPY SUMI WKLY O OWN O NIN UIN ONSUION. VIS SWPPP N IMPLMN NY OMMN MSUS WIIN 7 YS. PVN UMULION O N IS OM ONSUION IVIIS ON JOININ PULI O PIV POPIS, INLUIN SS, IVWYS, SIWLKS, INWYS, O UNOUN SWS. MOV NY UMULION O O IS IMMILY N K MIL IONS O UU PVNION. INSLL NSSY ONOL MSUS SU S SIL IS, OSION ONOL MS, MUL, I KS O IPP S SOON S S I INL S N S ONSUION OPIONS POSS O NSU ONINUOUS UNO ONOL. POVI INL N OUL ONOL MSUS S SOON S SOM SWS INSLL. SP MINIMUM O INS O OPSOIL (INLUIN OPSOIL OUN IN SO) ON LL ISU S, XP W PVMN, UILINS O O IMPOVMNS LO. SILIZ UNVLOP, ISU S WI MUL, MPOY S MIX, PMNN S MIX, O SO S SOON S PIL UPON OMPLION O LY O IN OPIONS. INII SILIZION MSUS NO L N LN YS ONSUION IVIY S INIS O IS PLNN O LY MO N 2 LN YS. OOIN LOIONS O SIN S WI OWN N O IN SWPPP. UNLSS NO OWIS, SIN S SOUL ONIN OLLOWIN: JO ILS, ULIN / VIL MINNN, MPOY SNIY ILIIS, MILS SO, N ON WSOU ILIY. ONOL UNO OM SIN S WI IVSION MS N/O SIL IS N I O SIMN SIN O O ONOL VI W POSSIL. ON WSOU MUS ONIN ONSI. MOV LL MPOY OSION ONOL MSUS N SI WS PIO O ILIN O "NOI O ISONINUION". LU INUSIL PK, LO Y VISION IN N OSION ONOL PLN 30' "= Scale: JN hecked y: K ngineer: POLK OUNY, IOW echnician: ate: ield k: Pg: 0/7/ 2727 S.W. SNY LV. S N Y & SSO I S, IN

6 '' /2 to 2 imes oot all iameter Y:\pen\date.tbl Y:\print_drivers\lack_ray\V8iW ulweightp.pltcfg :30 0/7/20 :23:22 PM PLNIN PLN ONSUION NOS: LWN S MIX, UNLSS NO OWIS..77' =.0 LO LU INUSIL PK PL 807.' WOUS/ISIUION 3- -Q. ONO O S LL S ISU Y ONSUION WI SUS YP, POVI 3-IN P S WOO MUL OUN LL PLNIN O MIN. 3-OO PIM, POVI ONINUOUS MUL S W SOWN ON PLN. 3. ONO O POVI LN VIL U O " P INO INIS O IN MUL LIMIS UNLSS OWIS I Y OWN. 0-IM 3-M 3-P -M 0-3-P 3-M 0-IM,000 S SUIS 2-0- LO,20 S OI 70 S WOUS 3-P 7-SK -P -P -PN 3-O - -Q 2-3-P -Q SKIN PLN IMPVIOUS SOIL SL POSS (rees 2 /2 inch diameter or smaller) N OS /2 O 2/3 I ' P ('-0" MIN.) PL ON SK SPI VL O SOUWS NO: IN WLL ONLY QUI I IMPVIOUS SOILS OUN UIN INSLLION S P SPIIIONS N S PPOV Y NIN. S PLNIN PI PVIOUS SOIL ILS If pervious soil is encountered at a (I PSN) SKIN PLN depth less the feet, the drainage (rees larger than 2 /2 inch diameter) well may be termineated when the well extens a minimum 2 inches into the pervious soil layer. Wrap trunk from ground line to first branch when specified in the contract 8" to 2" iameter documents. NO SL IN WLL IL / O /3 I (2'-0" MIN.) S PLNIN PI IL NININ I INIS PL ON SK O SOUWS LIN MIL 8" S N INUSY IV..S.=9.0 SS 2" W im=.93 Inv=98 8" PV N&S im=.3 hroat Intake=.8.L.=.8.L.=.8 NNW im=.3 L= IUOUS SKIN IL NO SL " XISIN SLOP O SU S OO OLL N OO L 2" OV INIS. O NO PL MUL WIIN 2" O UNK. OO OLL IS NO LWYS LO OP O OOLL MINIMUM ' IM, 3" P MUL IN 2: MXIMUM NSIION SLOP. IN NSIION O 3" I W NION M OO LL YON O OO LL P O OO LL INIS O ONIN OO SYSM SIY SIS O PI MOV LL NON-IOL MIL, 3X OOLL ONINS O O MIL WILL MINIMUM O S IMP OW O PLN 2X OOLL MIL. MOV LL WIN. O MINIMUM O SUS LL N ULP () PLNS MOV MINIMUM OP /2 O ULP N WI SLOP PLNIN PI IL SK MINIMUM. PL OO LL ON UNISU SOIL S OO OLL N OO L 2" OV INIS. O NO PL MUL WIIN MINIMUM ' IM, 3" P MUL IN 2" O UNK. OO OLL IS NO LWYS 3" I W NION M LO OP O OOLL YON O OO LL INIS P O OO LL SIY SIS O PI O ONIN OO SYSM MOV LL NON-IOL MIL, ONINS O O MIL WILL NO SL IMP OW O PLN MIL. MOV LL WIN. O LL N ULP () PLNS MOV 3X OOLL MINIMUM OP /2 O ULP N WI MINIMUM O S SK MINIMUM. 2X OOLL MINIMUM O SUS PL OO LL ON UNISU SOIL YPIL PLNIN PI IL PLNIN PI ILS PLNIN PLN POLK OUNY QUIMNS: LNSP QUIMNS P PIL 3, 200 POLK OUNY ZONIN OINN, IL 0, LNSPIN PKIN LO: () PLN UNI N (32 S) O ISLN P (2) PKIN SPS, O VY () SPS OV (2), (.) PLN UNIS N (2 S) O ISLN IS QUI. UILIZ LNIV "" SIZ PLN MIL. 88 PKIN SPS POVI = 7.0 PLN UNIS N 2,28 S LNSPIN QUI (3,389 S POVI) OL POINS QUI = 7.33 x 3 (20 POINS). USIN PLN OPION #3: () NOPY S QUI ( POVI/ POINS POVI) (2) SUS QUI (2 POVI/ 7.80 POINS POVI) OL POINS POVI = 280 POINS S UY QUIMNS: LI S U (% OPQU) IS QUI LON N INUSY IV (30.0' L) UILIZ LNIV "" SIZ PLN MIL. V UY P = 30.0' L 00 P U POPOS 30.0 L/00 L P PU x.9 (U Y MOII)= 3.0 PU'S OL POINS QUI = 3.0 x 3 (9.8 POINS). USIN PLN OPION #: () NOPY S QUI ( POVI/ POINS POVI) (7) UNSOY QUI (8 POVI/ POINS POVI) (22) SUS QUI (2 POVI/.8 POINS POVI) OL POINS POVI = 9.8 POINS LU INUSIL PK, LO VISION Y Scale: "= 30' ngineer: JN hecked y: K POLK OUNY, IOW LNSPIN PLN echnician: ate: ield k: Pg: 0/7/ 2727 S.W. SNY LV. 09 S N Y & SSO I S, IN J:\20_Projects\.09\add\SP0_09_LN.dgn PLNIN PLN NL NOS:. UILIY WNIN: UILIIS SOWN V N LO OM IL SUVY INOMION N/O OS OIN. SUVYO MKS NO UN UILIIS SOWN OMPIS LL SU UILIIS IN, I IN SVI O NON. SUVY U OS NO WN UILIIS SOWN IN X LOION INI.. NOIY UILIY OWNS PIO O INNIN NY ONSUION. ONO IS SPONSIL O MININ XISN, X LOION N P O LL UILIIS. VOI M O UILIIS N SVIS UIN ONSUION. NY M U O ONO'S LSSNSS SLL O ONO'S XPNS. OOIN N OOP WI UILIY OMPNIS UIN ONSUION.. LL PLN MIL SLL LS M MINIMUM QUIMNS SOWN IN "MIN SNS O NUSY SOK" (NSI Z0.-LS IION).. ONO SLL UN LL PLN MIL O PIO O ON Y OM O POJ PN.. LL PLN MIL SLL OWN IN ZON PL O WISNIN LOL LIM N OWIN ONIIONS.. O SU SLL SN PLUM. O NO LLOW I POKS O OM WN K ILLIN.. LL PLN MIL SLL SPIMN QULIY, LY, O ISS N INSS N SLL V LY, WLL-VLOP OO SYSMS. PLNS SLL LSO OM PYSIL M O O ONIIONS WOUL PVN VIOOUS OW.. PLNS SLL U O SPIS, SIZ N VIY SPII. SUSIUIONS O PLN MILS IS NO PMI UNLSS UOIZ IN WIIN Y NIN. P SL () PLN SUL S SUS KY ONIL NM OMMON NM SIZ OMMNS M Q O P P PN SK cer miyabei 'Morton' Quercus bicolor eltis occidentalis'prairiepride S S MPL SWMP WI OK PII PI KY U M SUP OS KN W LIL -/2" al. -/2" al. -/2" al. ymnocladus dioica 'spresso' SPSSO KNUKY O -/2" al. melanchier x grandiflora 'utumn rilliance' Picea omorika 'Nana' osa rugosa 'rau agmar astrup' Syringa patula 'Karen' UUMN ILLIN PPL SVIY W SIN SPU '. 2" t. 2" t. 2" t. '. M Malus 'oyal aindrops' OYL INOPS PPL '. IM etula papyrifera 'akota Pinnacle' ydrangea paniculata 'Limelight' Itea virginica 'Merlot' KO PINNL PP I LIMLI YN MLO SWSPI 2" t. 2" t. ont. (' O..) ont. (' O..) ont. (' O..) ont. (' O..) ont. (' O..) 09

CHAMBERS SCIENCE BUILDING RE-ROOF

CHAMBERS SCIENCE BUILDING RE-ROOF S O LM JNNI HOINON-HINS NO0 HI IS OWN POJ SS VISIONS No escription ate WIN IL -H HIU LMOL IV, SUI 0 HUNSVILL, LM 0 el: ISSU ISSU PH NUM POJ NUM WIN NO -00 hambers Science uilding e-oof labama &M University