|
.
<br /> DRAINAGE LEGEND
<br /> .1 — ER
<br /> Lena t AWMINUN EDGING:
<br /> WensPout Add
<br /> cbanou4 tYR PERNALOC,CLFANUNERWAreWLSTNESDi
<br /> Aim 1 \
<br /> �.�� Z. Assumed lead SNUEPROMESIWIWIDEPRESBKK OALLOW
<br /> Downspout:Add
<br /> \ �`� RURFACEWATPRTOROWINAPASNOAAR THOMASROCTATORP
<br /> \ \' • c4d7L1•tyP gAECTpN, ANDAN60CIATFS
<br /> i \�; •—Rd7Aia4
<br /> \‘\\\
<br /> :- s a9 FtOWARROWINOWATESdREOTATNWATER6N01fl0 e'�aewm`TMs
<br /> \:\ 3v-'--+3$ O� /I ROW.TOPADRWNGTRUCR4LE ORAWIYFROYA �.vwy„
<br /> , \ ,\\\ BLNDLYn
<br /> '� \ ors maeasysww
<br /> ,,vv�� ' DIWPIPENONPRES$URREDPVCPWE:RWTEW m ust :aC0�m
<br /> al �$ y -. \ FOLLOW FOR LAYING PIPE OR ASSUMEOLOGAOON
<br /> L.�'I \ MitESURFACEDRAINRPE.
<br /> Assumed Lend
<br /> Dowq �Rd7A100 �. g \ Or` pipe " . PIMPROVEMENTS.FORG�I °M5P011T 0�
<br /> 1111
<br /> Iv ,'W�/\�` DIN Drain pipe • \\ , �) I wGlBwnrmA�awVA]Pot.
<br /> 'Weil,ye \''' c
<br /> pYp•• Assumed lead ._ 7 \� • 3,4 NENfIFYWDARFAFoRRERILEMENTOFL71l. epom,
<br /> T,. �arrvut.Add I. j -\ �mossesMO��.
<br /> a hP. —� Ca lb be \ \ Q HIGHUGITEDMEA FOR DEPNESSELOCATRNI &lw'*D IL
<br /> AF-{E(�gas.,' \ Rd .- tqf. C� -stammroler d)typ �+� �i `'''��.JR' aihe.wni FFiiEanHmrvowwww
<br /> wenewm
<br /> \`Kr ♦� - — �� MATCNLINE+-SEE SHEET L1.01 PRaECT 40100 BW'VERLMOE
<br /> T9 — G 1. The sub-surface roof drain Me have been found in locations&sown on pion.This information APARTMENTS
<br /> �,/♦' s' Connect b Ma
<br /> + was used to place the drain line for oilier harm on site.The existing McoNan of the dram The
<br /> Si• $ -(I _ hos not been verified prior to publication of this report m addition,connection to an onsRe storm
<br /> Ps 1�,` damneder pipe(a), system has not been verified,Maturing the temiimfen drool drolro into drdroge channel.
<br /> L7pa -- lyp. 2. lWRiple moterie have been witnessed dun the site analysis pabnn used for=Ming storm
<br /> Leal \c f gofer.INN pipe shell be used far the sub-surface ppng.Thawing asy straight and above
<br /> `, \��_, secti ins that connect to obmimm,downspout k Ada ♦ � 9�pia pipe a�^.'•
<br /> ♦�= 3. New sub-surface PVC DAY 4'0 said drain pipe a recommended for use in replacing the existing ��
<br /> gip. -.�� /__ ._.._. drain line.M online layout for new drain pipe Iomliens a oho.on drama¢plans.Thin byout
<br /> /� ♦9 - ._ .I a. is favored for d e Mast impost to miring vend oche sae resat d patios.Them are derrolbee A
<br /> _ to this layout due to infrastructure,ut�Ges,and other see related Reins. [:ALLON7'PWN
<br /> j, 4. All downspout connections to PVC CAW pipe must be nimbnum B'above smnudng finished
<br /> ! grade.These should be consistent in height across the building lac.
<br /> ng
<br /> q Assumed Lead-, Rd 7A{1 S. Cleonours must be provided(1 per budding lase-front and rear)at the beginning of the
<br /> s8 '' ,'.,. Downspout:Add I • Assumed toad drainage pipe run,depending an the dope m man atormwder to in mq hove multiple points of
<br /> tlmriwl,rya • Downspout;t Ad connection Determine the highest poet for-ncmng&amd.BuY&ng's are not limited to one
<br /> 8 Re"
<br /> ,01' 1' cleaned.Lyp. ekanoul,if necessary,multiple may be required.Shy be Fold verified OVN Wye Evader done
<br /> 1— 7 \�`"���"\° Assumed DWV pipe be used for that co Yenoion, +.�
<br /> n� F\ 1,I{�7r� 8 Fbx,typ 6. Maintain positive flow through pipe and emure°lniness of pipe prior to closing trench Pipe
<br /> _ / I -� \ �(_,� matt drain stairway toward nutlet or&charge point at end of budding tinhorn 6't average 12' R. as wremom w
<br /> Cn , _i LI cam top of roof drain line INN pipe.
<br /> W I 7. Areas that
<br /> pad aa'uage One maJ from arm.where of eroded sod*NI replace and re-grade imported topsoil to provide L y
<br /> i in ~ a
<br /> a/y \y 6. Durn9 replocemem/rnlordion Xs-bugfs':sae be maintained for acoorote illustration d:here
<br /> }{}{L{�3]3]3]! L—' \ i ® the new underground Mlraabuclure Is Located.Measurements from two(2)laations doll ins
<br /> rs"provided A
<br /> J k WATFABNED DRAINAGE ROW &Q g_ \ � Li 'r LOAN provided d shall be provided to representative emceeing!punchie elements.Each budding is required in st reviewfor bulking
<br /> .\ on was
<br /> %
<br /> i=— L -i I\ \' c i REmwothStTIDN5&ADMIRED.NOTES: a
<br /> Q [s{ ' I It -'\ _i \ 'iI 1. Reiner ag gaiters for proper fnsNng beixem mofnq makdol ad root underhymenl,to ensure a
<br /> 2 2 — , -� II 1 order is gelling to the gutters.
<br /> W
<br /> _ ©� � Rd Sd Repncemed 2 Odd bpiash 9uoda d vdky comers to dssipafe lne water velorilY pier to nachug the queer.
<br /> >•��Y" \ \\\\\\` � Sedan iD/L1D5,Hp 3. hyos.remote dud Wnreoning ebleen d Min 000409 water Ifni watershed and another dorrePautl, a
<br /> 111111 bypass golfer where appfwbk and Min downspouts above daubed grade sits PVC Wye a
<br /> aspA� •
<br /> VAAA` \�,, \v�$V'VA AA 1\\�� V �� Repines yore drain with rats ;gutter
<br /> o f Y. a
<br /> \ � ' '\-E `\ id". CB 9'sg with CB Wier inset 4. A 9 sawmill
<br /> or filler a recmnmendd for most d the gutters w property.N wail gas a king
<br /> \ \ IIIII �®� yp, way to eNiurote debris clogging gutters and downspouts,as well as farther down the storm aler
<br /> II' r \�\ \ \ \ �\\.\�`. \ . fate. ��
<br /> x r\�\ C \`" \ kRy� \ gel immediate CA area to S. Maud rear d storms*,system en0M be encouraged mating forward Inspecting gutters,
<br /> _' \ fate\ dowel rater to CA&may downepoub,flushing ctemmds,and removing debris from yard dram and catch hams.
<br /> :\T .\\•: \ , _i ...visa from bmMwg.
<br /> I i \\\ /1W \ illii Low Area.I RP ACEIIbNfS:
<br /> _ \\_,� —ML\\\\\�`\� \� `v� —�� I. All Yord Drum/Cotoh Sodns skald be replete'with NDS 9'a 12'square Catch 6aai m.The own. ut
<br /> �. i A VA..v •t layout,Drain
<br /> pipe basks should include the CO fitter insert
<br /> 2. AD cob-surface drain pipe doll be oo Non-prasurbed sewer pipe,shalt be re,min. �� anus
<br /> 3. A6 downspout comedic from Aluminum to PVC should include an downspout adaptor.These
<br /> Connect to site
<br /> stomrmter pipe(a). should be installed be
<br /> minimum r above finished efi grade.
<br /> ▪ L10D3 t 4. Cleanouts shah be added to all budding.Men replacing dwnepada and drain
<br /> __... _..__.._-_.._ .._...... ye 5. Au loupe and honscope(sdw0Ms,curbs.4 pmldng lot,io name a few)atoll be aom mn�u.0aran
<br /> ...-..-- .. - beg replaced
<br /> edd tot when posiRe to mete, pre-mnanddto t c appearance.
<br /> Materiels shall
<br /> nbeo mpn lac to provide pwitim anpe better drainage.and to rot create additional prodema for• aarw.
<br /> reported a of properly be moving loto fie
<br /> 6. Impeded topsail alai peat to fie depressed podnne of lardaope Mulch used to lap
<br /> dress ono o0d provide cover.Maintain minimum 2'depth of mulch.A person should not be
<br /> lob to tee oc Mama areas next'restored od Mating when for
<br /> to o and inlaw L 1 .O 3
<br /> O CALLOUT PLAN shell be replocd based w area of dstarberoa Sod shah he used for dslur6onco.Rhin inn
<br /> areas
<br /> SCALE:P•20'-0• ililim.1•1•11111 CZI[)1
<br /> 0 i 40.
<br />
|