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HomeMy WebLinkAbout060-00 C109 Erosion Corntrol Plan1.VI. n\,IIVII T Z AL.L GUN515T OF A 27.1 ACRE APARTMENT COMMUNITY, 2. THE PRELIMINARY CONSTRUCTION SCHEDULE IS AS FOLLOWS: CLEARING AND ROUGH GRADING TO BEGIN IN APRIL 2000. PAVING AND FINAL GRADING ANTICIPATED TO BE COMPLETED IN FALL 2001. 3. THE CONTRACTOR IS RESPONSIBLE FOR CONTROLLING EROSION AND SEDIMENT MIGRATION FROM THE SITE. 4. THE CONTRACTOR SHALL USE SILT FENCE, SEDIMENT TRAPS AND DIVERSION DITCHES AS SHOWN ON THE PLANS AND WHERE NECESSARY TO PREVENT SEDIMENT RUNOFF. 5. ADJACENT LAND IS PRIMARILY RESIDENTIAL AND EDUCATIONAL. 6. HYDRIC SOILS EXIST IN THE DELINEATED WETLANDS, WHICH SHALL REMAIN UNDISTURBED. IN ADDITION, BROOKSTON IS A HYDRIC SOIL. 7. STORM WATER MAY ENTER GROUND WATER THROUGH THE DETENTION PONDS. 8. EXISTING VEGETATIVE COVER SHALL BE PRESERVED IN AREAS NOT DISTURBED BY CONSTRUCTION ACTIVITY. 9. ALL EXCESS SOIL SHALL BE STOCKPILED AS SHOWN ON THE PLAN. 10. ALL DISTURBED AREAS SHALL BE TEMPORARILY SEEDED UPON COMPLETION OF ROUGH GRADING. 11, THE SITE IS NOT LOCATED IN A 100 -YEAR FLOOD PLAIN PER FEMA FLOOD HAZARD BOUNDARIES. 12. WATER WILL BE PRIMARILY DETAINED ON -SITE IN THE TWO PONDS. OUTFLOW INTO THE STORM SEWER SYSTEM FOR THE ARBORS OF CARMEL APARTMENT COMMUNITY SOUTH OF THE SITE. SOIL CHARACTERISTICS CROSBY SILT LOAM THE CROSBY SILT LOAM CONSISTS OF NEARLY LEVEL, DEEP, SOMEWHAT POORLY - DRAINED SOIL ON BROAD, UNDULATING TILL PLAINS. AREAS ARE IRREGULAR IN SHAPE AND ARE 3 TO 200 ACRES IN SIZE. IN A REPRESENTATIVE PROFILE THE SURFACE LAYER IS DARK GRAYISH BROWN SILT LOAM ABOUT 8 INCHES THICK. THE SUBSURFACE LAYER IS DARK GRAYISH BROWN SILT LOAM ABOUT 3 INCHES THICK. THE SUBSOIL IS DARK YELLOWISH BROWN AND YELLOWISH BROWN, MOTTLED, FIRM SILTY CLAY LOAM AND CLAY LOAM ABOUT 21 INCHES THICK. THE UNDERLYING MATERIAL TO A DEPTH OF 60 INCHES IS BROWN, CALCAREOUS LOAM. ORGANIC MATTER CONTENT IS MODERATE IN THE SURFACE LAYER. PERMEABILITY IS SLOW. THE WATER TABLE IS COMMONLY 1 TO 3 FEET IN WINTER AND EARLY SPRING. FURTHERMORE, THE SOIL HAS A HIGH SHRINK - SWELL POTENTIAL AND HIGH POTENTIAL FROST ACTION. THE SOIL HAS SEVERE LIMITATIONS FOR BUILDING SITES. THE SITES NEED TO BE ARTIFICIALLY DRAINED TO PREVENT WETNESS FROM BECOMING A PROBLEM. USING PROPERLY DESIGNED FOUNDATIONS AND FOOTINGS HELPS PREVENT STRUCTURAL DAMAGE FROM LOW STRENGTH AND SHRINKING AND SWELLING OF THE SOIL. THE SOIL ALSO HAS SEVERE LIMITATIONS FOR ROAD FILL. THE BASE MATERIAL FOR ROADS NEEDS TO BE STRENGTHENED OR REPLACED WITH SUITABLE MATERIAL, BROOKSTON SILTY CLAY LOAM THE BROOKSTON SILTY CLAY LOAM CONSISTS OF NEARLY LEVEL, DEEP, VERY POORLY- DRAINED SOIL ON BROAD DEPRESSIONS, SWALES, AND NARROW DRAINAGE WAYS ON TILL PLAINS. AREAS ARE MOSTLY OVAL OR FINGER - LIKE IN SHAPE AND ARE 3 TO 250 ACRES IN SIZE. IN A REPRESENTATIVE PROFILE THE SURFACE LAYER IS VERY DARK GRAYISH BROWN AND VERY DARK GRAY SILTY CLAY LOAM ABOUT 11 INCHES THICK. THE SUBSOIL IS DARK GRAY, GRAY, AND GRAYISH BROWN , MOTTLED, FIRM CLAY LOAM AND LOAM ABOUT 58 INCHES THICK. THE UNDERLYING MATERIAL TO A DEPTH OF 70 INCHES IS BROWN LOAM. PERMEABILITY IS MODERATE AND THE WATER TABLE IS COMMONLY AT THE SURFACE OR AT A DEPTH OF LESS THAN 1 FOOT IN WINTER AND EARLY SPRING, FURTHERMORE, THE SOIL HAS A MODERATE SHRINK- SWELL POTENTIAL AND A HIGH POTENTIAL FROST ACTION. THE SOIL HAS SEVERE LIMITATIONS FOR BUILDING SITES. THE SITES NEED TO BE ARTIFICIALLY DRAINED TO PREVENT WETNESS FROM BECOMING A PROBLEM. USING PROPERLY DESIGNED FOUNDATIONS AND FOOTINGS HELPS PREVENT STRUCTURAL DAMAGE FROM LOW STRENGTH AND SHRINKING AND SWELLING OF THE SOIL. THE SOIL ALSO HAS SEVERE LIMITATIONS FOR ROAD FILL. THE BASE MATERIAL FOR ROADS NEEDS TO BE STRENGTHENED OR REPLACED WITH SUITABLE MATERIAL, EROSION CONTROL SEQUENCE SPECIFIC I. Construct dry basin and temporary diversion Swale first. ; �I CONSTRUCTION LIMITS 2. Construct temporary diversion swole to wet pond. 3 r, SILT FENCE MAINTENANCE REQUIREMENTS I. INSPECT THE SILT FENCE PERIODICALLY AND AFTER EACH STORM EVENT. 2. IF FENCE FABRIC TEARS, STARTS TO DECOMPOSE OR IN ANY WAY BECOMES INEFFECTIVE, REPLACE THE AFFECTED PORTION IMMEDIATELY. 3. REMOVE DEPOSITED SEDIMENT WHEN IT REACHES HALF THE HEIGHT OF THE FENCE AT ITS LOWEST POINT OR WHEN IT IS CAUSING THE FABRIC TO BULGE. 4. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEAN OUT. 5. AFTER CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE THE FENCE AND REPLACE SEDIMENT DEPOSITS, BRING THE DISTURBED AREA TO GRADE, AND STABILIZE. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE MAINTENANCE REQUIREMENTS 1. INSPECT ENTRANCE PAD AND SEDIMENT DISPOSAL AREA WEEKLY AND AFTER STORM EVENTS OR HEAVY USE. 2. RESHAPE PAD AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL. 3. TOP DRESS WITH CLEAN STONE AS NEEDED. 4. IMMEDIATELY REMOVE MUD AND SEDIMENT TRACKED OR WASHED ONTO DITCH ROAD OR EXISTING WELFORD WAY BY BRUSHING OR SWEEPING. FLUSHING SHOULD ONLY BE USED IF THE WATER IS CONVEYED INTO A SEDIMENT TRAP OR BASIN. 5. REPAIR ANY BROKEN ROAD PAVEMENT IMMEDIATELY. I/ "DON'T DIG BUND" 1-800- 382 -5544 CALL BEFORE YOU DIG ons ruct wet pond. \ ••, \ J / CONTOUR su 4. Install temporary outlet for sediment traps. ' ' ` . STORMWATER 5. Install remaining perimeter protection. FLOW GENERAL DIRECTION t - ` / + '~� 1. Contractor shall instQQll b ar BROOKSTON SILTY CLAY LOAM seddlmtnt traps and straw bole �/ �I�' 1 / � Pf fI ttrs, as shown on tha pons. /•� a'' ' + / ! • ++ ♦ i '/, -!'�'' '\ l `' +I� 1 I �_ ^ t',Jra CROSBY SILT LOAM .' 2. MQsr 9rods the site (sidesi of swales, mounds and pon�Js � ./ / / !'• to bt seeded and mulched Imm9diotely upon completion) 1 / ' t :'tJ `iJllE AREA LIGHT E;:`L T /1� w + + w 4 i r y 1 40 STORM STRUCTURE NUMBER empp rory setdin Is requi► d for all swolss and �''� / / I /'' /' �� + / ;iF" NUR)E )^ p 9 + + / + + + + + ,t +7 ✓ i' MOST ENTC\MI,: dlsturbe� gqr*os toot cannot �• ermontntl seeded within o / / �, + + + + + + + _) time d that will pr v n t pp / / i ,, + + . +,, w -, r7 j1)q. WE: ;1 Sill f per[ e s Oro on of sloes. x,�/ + tt E utr M-n;,.,;, 3. Contractor shall control mud oc4umylotioq on all l / + , strgqe s Burr�yndinq the pro sct by Ins piling u *tons / / 1 t �"• ,« • [•_• SurfoFe a all to a i na wh r constrVc� ion eroffl; leaves \ / ` at C t4 q tht• �I�e. Du>ft shall bs kept �o o minimum by utilizing \` \ \\ � •- © + 1 + // ICI I, o�' tl: r ST IF1 prig, co cium chloride, vs etotive cover, spray / -- J + odhesivts or other approved methods. � \ \�� �� +`'+�- // � - � A / � 4 � +' i 1 +) + • + + • + ",'• I urin 4. Contractor shollmointoin all filters and trope B 99 +. / ` cedime t. A 1ti prevent any blockages Iron. accurtiulated - _ i I S ediment. Addltionor se ding and /or strPW boles may b4 / ,''/ / �a14 . + 1 ;i , ` I� I�.,I nqc ssQry d�rinq co s ruciiQ n as s ecllled t?y t p n rneer ' + Y i` w t f ri ��11 hh + 1'�omllton ou t Soipnd ter CPonservotlgn Olstric�. QQ y CONSTRUCTION LIMITS Flow, iprop shall be placed In areas of high velocity stream //! /' f '''' / •� l ` _ . 1 i+ / J i X ft.�\ '' ,1/ I / 5. STOW to sholl b In O ed ! •� - 4�''+.., -I, Ilc y,._ ,< + ♦ `� f' , . 1 ' ' _ '+ + / / bale fit r e st II t ail storm �/ ' `` tl• \ I r._..<,,, / \+ + + / inlets (i / \ + + M n 1 i cu n r / r s� In - et lets) n Q / +, '/. 9 4 and all tam r r r •r _ '�` i o r .\ O i swales al 1r�0 foot Intervals. P Y drainage Wage ` / / /, ,, fl + y)_ �� -, + + [ / 6. All Pb°e sedr street oregs shall be paved as soon as /'''/ % _ i Y. -- __ - "� -+ - - - - - + }' w �, '". ++ + ( \ posse I to subgrode is prepared. , / /� n;� �- G/E -- 0/E ,-•-- • _'. - T' >'- _ -• - _ __ + All digtur ed areas $hall Oe seeded and mulched / ('h r�F , f;, i + + �• + ++c a r:',.wc ' %� N. ;,,i►, ,,ter T j _. r. ) I - \.. ` �•t ♦ "1 + + ++ '• + .y r, M:.0 S "� / + •k�, / + + /+ a '�y...Y.,,.:' + i + + + + + .+ + a. + + yr 1 r +• tY 7. immediate OS S eClfl / / , / `,c + ` - ✓" ` w � 'h ♦ +• + F /•. .I' -\W ♦ + + i + + + ♦ + + +' + . .✓ + + � •r`._ /', rY' i + + + + + ed In Y P the Seasonal Soil •� ;' • .- ... v - •w'- ,�'•:. .�' ,Y ♦ \ + + + + + + + - •.�• . t �• r J '9.�5�1�' 't'•i' r + Y.- w.._y.• � + + + l .r• +1 + .+ + +�+ + + + + •Y + + ':.1/ + y + + + + + Protection Ch or t. /� /' / 1 r - I ' , + ,. + °' �. + '+ -+ E1,KiJn'^I[ .f •, ,w + + + a� W + r + + + .+ + •Y + + + + + + --• /, ' yl + '.1' `'�•' r +` .` + + // ... +�( +() %' i '1/r��♦ + '+ +�a +LIW + L` + + + *41.k. � + + + + r + + + + + + W i i + +.+ + •►' + + + t+ + + /r J �! �1 ._49•Ir`Y•r i it ` i. C + + Y' + + ♦ +Y , i + + '+ w + + / / 1 .l, I •1''il C/ \;'• `+ + �• +`�Y. w ` + 1 � + / J •i, 8. Contractor shall maintain all temporar i . ' / / 1 � 'i / rYJU ++•: • J' y ,,,^ �. +, + + ++ + /+ .; + ��.•+ I y ji * ..t-- .'t . �r.__t ..'11 ._1c..rt ..'1c- .rk...'t . SIC. -.� .. _.+Y. -•Y . ..t_....+ + i+ + + w + + + r. ✓.1' + L + •y + + + y erQSlOn / `- t f + •t\/ + .r r + + ' + ♦ 'w `. v `+ w )+ + + + 'S "__�-_t► -'•+ i + + _,r + + + '� +' •-•r + + + + 1 control meo ;urea throwq haul the cons[ruction :' r ♦ + + + + + + + + + + + + phasp of this pro ect and remove all temp rOf ' .' %: ' _ •,`+ '++ +' .O � ' / +' + + + +1+ ,if i, i 1/ +� -�+ +?+ y + + i + + + + + ,r + +' ♦- +Ir_• _` + + + P f , .Ir + ))i i. 1 i / a J "w"* ,r'1+ r ' + .i'" Ta +�i,. + w + + + + + %+ +`w ,x. .x,T, + + .i + + + + + i ♦ + a. + ♦ prod pnd aedir�ent control• only when there / /' /• '� � 1 � ..., � } �'}, � ;.c r L t d 1 -� + 1 Z. / 1 T 1 �.- / x + +` i lye I r�i7 v +. I n �i S U 1 $ Glen gqfOWth of grown Cover to prevent / / \� 1 - _ i,��ii..)) + `+ r$' +• '+ # + + + + + /+ + + + + + further OrosilSn. ' • ' 'Y, . + ' ` / f�� ♦ + * + . SULD1�q/ 027 + + + + / i Wi.YA�Y ��� /.. / 1 � , • \ + � r � - " filer ` + +r ..* .'y \. + r • FIELI; /MI`;I.. TI.. , +,`� ^' + I VR. r ? 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I ... •' , ++ r + ++ / I r + + ) err rri+ + + ti •. ,> + + .._r.- -,._.. .+ / /(� ✓' i. i Y• ./ + + w+ ++ + + + �I Ilrl'1'fi- _.. + r + I w r _ i ff r l r;y ,� ✓. i ,._.` •! / + r_ ` ., .. y� + +. +rl + � �`` ++ + � r + + +w + ++ I I r + _..� -.�: _...•W' ` i�^ ^ +.. •_• +�+ +. +' V i + .+, ^ ... 1 4 )�, r .. 1 ..{ !, ` w r r•.. -J ( ._T._ .. _. +. _ .r .... .. -..... ,� ,i.• I �.�•'� + + ,I ,'l -J �- _ _ r. _ - _+•.. + +. + -W "+ + _. 9 + 1 i �♦ I 1,: rl-r.. _. ._ _. .. ._ ._ _• _' �: +. + / + + i -+ + I I _ 1 a •['• i � 'tJ ,r + ` J✓ + 1 / r I r'_`'• ` •- - .. - _T ..�.,. _ I ,f' - ` f MPQRARY gIVE ICON D!Y&H -- `i , ` ' + + + +� +� `+ �;« .r'' i� a -'r - - - - - - - _ _ _ _ _ _ - 6; �..c l' « ..., / ._ .. r ... ,� .- DJS o• +1.. •- ,_. __ ^. -- + + + + + 1 \ 1 �.. .+ +. + i i + + + ' ♦._ � + + �•'',♦ w +'ta '},y. � \ _ \ 'i •! .� - - _ _ � .._. .._ - -. '. _ _ , -.` �\. ,.% .. / / .: '�'•`. nil'•. ., .:, ,r'. -. ,: + + + +i i` + `, r+ 1♦ � -,'). �ifY \:K�C II J + ...� YfY\1J17�. j�• 45 + + + 5 l� + ++ / 4 - ' w�✓' i / 1 .I" , 11 1 1' w i + •f:• .r ,F r 1 I _+ + +.. F - \ ._ - _ ._ + _ - _ _ - (. / /// drulfmu l r -_ .. .. .,i19g.4 Ti t•� _ .. _ i .. ._ -- '--- ._. ' --- -- -_L_ + `�: �� 1 + + w +i r�l ^• - _ - .. - - _ •_ -, _ .� I C^ - - r � LEGEND EXISTING PROPOSED - _ - STORM SEWER z 7 MANHOLE 41 O INLET ■ - _..-. ...._ - 4 V - END SECTION / *� BEEHIVE INLET MJ� t �"Y ,..►- � { SILT FENCE - -- rx: S/NIDBQ INLET ISA I •'- PROTECTION lJU STRAW BALE INLET a O PROTECTION U TEMPORARY SEEDING ♦ + Z EROSION CONTROL BLANKET C) RIP -RAP own I/ "DON'T DIG BUND" 1-800- 382 -5544 CALL BEFORE YOU DIG ons ruct wet pond. \ ••, \ J / CONTOUR su 4. Install temporary outlet for sediment traps. ' ' ` . STORMWATER 5. Install remaining perimeter protection. FLOW GENERAL DIRECTION t - ` / + '~� 1. Contractor shall instQQll b ar BROOKSTON SILTY CLAY LOAM seddlmtnt traps and straw bole �/ �I�' 1 / � Pf fI ttrs, as shown on tha pons. /•� a'' ' + / ! • ++ ♦ i '/, -!'�'' '\ l `' +I� 1 I �_ ^ t',Jra CROSBY SILT LOAM .' 2. MQsr 9rods the site (sidesi of swales, mounds and pon�Js � ./ / / !'• to bt seeded and mulched Imm9diotely upon completion) 1 / ' t :'tJ `iJllE AREA LIGHT E;:`L T /1� w + + w 4 i r y 1 40 STORM STRUCTURE NUMBER empp rory setdin Is requi► d for all swolss and �''� / / I /'' /' �� + / ;iF" NUR)E )^ p 9 + + / + + + + + ,t +7 ✓ i' MOST ENTC\MI,: dlsturbe� gqr*os toot cannot �• ermontntl seeded within o / / �, + + + + + + + _) time d that will pr v n t pp / / i ,, + + . +,, w -, r7 j1)q. WE: ;1 Sill f per[ e s Oro on of sloes. x,�/ + tt E utr M-n;,.,;, 3. Contractor shall control mud oc4umylotioq on all l / + , strgqe s Burr�yndinq the pro sct by Ins piling u *tons / / 1 t �"• ,« • [•_• SurfoFe a all to a i na wh r constrVc� ion eroffl; leaves \ / ` at C t4 q tht• �I�e. Du>ft shall bs kept �o o minimum by utilizing \` \ \\ � •- © + 1 + // ICI I, o�' tl: r ST IF1 prig, co cium chloride, vs etotive cover, spray / -- J + odhesivts or other approved methods. � \ \�� �� +`'+�- // � - � A / � 4 � +' i 1 +) + • + + • + ",'• I urin 4. Contractor shollmointoin all filters and trope B 99 +. / ` cedime t. A 1ti prevent any blockages Iron. accurtiulated - _ i I S ediment. Addltionor se ding and /or strPW boles may b4 / ,''/ / �a14 . + 1 ;i , ` I� I�.,I nqc ssQry d�rinq co s ruciiQ n as s ecllled t?y t p n rneer ' + Y i` w t f ri ��11 hh + 1'�omllton ou t Soipnd ter CPonservotlgn Olstric�. QQ y CONSTRUCTION LIMITS Flow, iprop shall be placed In areas of high velocity stream //! /' f '''' / •� l ` _ . 1 i+ / J i X ft.�\ '' ,1/ I / 5. STOW to sholl b In O ed ! •� - 4�''+.., -I, Ilc y,._ ,< + ♦ `� f' , . 1 ' ' _ '+ + / / bale fit r e st II t ail storm �/ ' `` tl• \ I r._..<,,, / \+ + + / inlets (i / \ + + M n 1 i cu n r / r s� In - et lets) n Q / +, '/. 9 4 and all tam r r r •r _ '�` i o r .\ O i swales al 1r�0 foot Intervals. P Y drainage Wage ` / / /, ,, fl + y)_ �� -, + + [ / 6. All Pb°e sedr street oregs shall be paved as soon as /'''/ % _ i Y. -- __ - "� -+ - - - - - + }' w �, '". ++ + ( \ posse I to subgrode is prepared. , / /� n;� �- G/E -- 0/E ,-•-- • _'. - T' >'- _ -• - _ __ + All digtur ed areas $hall Oe seeded and mulched / ('h r�F , f;, i + + �• + ++c a r:',.wc ' %� N. ;,,i►, ,,ter T j _. r. ) I - \.. ` �•t ♦ "1 + + ++ '• + .y r, M:.0 S "� / + •k�, / + + /+ a '�y...Y.,,.:' + i + + + + + .+ + a. + + yr 1 r +• tY 7. immediate OS S eClfl / / , / `,c + ` - ✓" ` w � 'h ♦ +• + F /•. .I' -\W ♦ + + i + + + ♦ + + +' + . .✓ + + � •r`._ /', rY' i + + + + + ed In Y P the Seasonal Soil •� ;' • .- ... v - •w'- ,�'•:. .�' ,Y ♦ \ + + + + + + + - •.�• . t �• r J '9.�5�1�' 't'•i' r + Y.- w.._y.• � + + + l .r• +1 + .+ + +�+ + + + + •Y + + ':.1/ + y + + + + + Protection Ch or t. /� /' / 1 r - I ' , + ,. + °' �. + '+ -+ E1,KiJn'^I[ .f •, ,w + + + a� W + r + + + .+ + •Y + + + + + + --• /, ' yl + '.1' `'�•' r +` .` + + // ... +�( +() %' i '1/r��♦ + '+ +�a +LIW + L` + + + *41.k. � + + + + r + + + + + + W i i + +.+ + •►' + + + t+ + + /r J �! �1 ._49•Ir`Y•r i it ` i. C + + Y' + + ♦ +Y , i + + '+ w + + / / 1 .l, I •1''il C/ \;'• `+ + �• +`�Y. w ` + 1 � + / J •i, 8. Contractor shall maintain all temporar i . ' / / 1 � 'i / rYJU ++•: • J' y ,,,^ �. +, + + ++ + /+ .; + ��.•+ I y ji * ..t-- .'t . �r.__t ..'11 ._1c..rt ..'1c- .rk...'t . SIC. -.� .. _.+Y. -•Y . ..t_....+ + i+ + + w + + + r. ✓.1' + L + •y + + + y erQSlOn / `- t f + •t\/ + .r r + + ' + ♦ 'w `. v `+ w )+ + + + 'S "__�-_t► -'•+ i + + _,r + + + '� +' •-•r + + + + 1 control meo ;urea throwq haul the cons[ruction :' r ♦ + + + + + + + + + + + + phasp of this pro ect and remove all temp rOf ' .' %: ' _ •,`+ '++ +' .O � ' / +' + + + +1+ ,if i, i 1/ +� -�+ +?+ y + + i + + + + + ,r + +' ♦- +Ir_• _` + + + P f , .Ir + ))i i. 1 i / a J "w"* ,r'1+ r ' + .i'" Ta +�i,. + w + + + + + %+ +`w ,x. .x,T, + + .i + + + + + i ♦ + a. + ♦ prod pnd aedir�ent control• only when there / /' /• '� � 1 � ..., � } �'}, � ;.c r L t d 1 -� + 1 Z. / 1 T 1 �.- / x + +` i lye I r�i7 v +. I n �i S U 1 $ Glen gqfOWth of grown Cover to prevent / / \� 1 - _ i,��ii..)) + `+ r$' +• '+ # + + + + + /+ + + + + + further OrosilSn. ' • ' 'Y, . + ' ` / f�� ♦ + * + . SULD1�q/ 027 + + + + / i Wi.YA�Y ��� /.. / 1 � , • \ + � r � - " filer ` + +r ..* .'y \. + r • FIELI; /MI`;I.. TI.. , +,`� ^' + I VR. r ? 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I ... •' , ++ r + ++ / I r + + ) err rri+ + + ti •. ,> + + .._r.- -,._.. .+ / /(� ✓' i. i Y• ./ + + w+ ++ + + + �I Ilrl'1'fi- _.. + r + I w r _ i ff r l r;y ,� ✓. i ,._.` •! / + r_ ` ., .. y� + +. +rl + � �`` ++ + � r + + +w + ++ I I r + _..� -.�: _...•W' ` i�^ ^ +.. •_• +�+ +. +' V i + .+, ^ ... 1 4 )�, r .. 1 ..{ !, ` w r r•.. -J ( ._T._ .. _. +. _ .r .... .. -..... ,� ,i.• I �.�•'� + + ,I ,'l -J �- _ _ r. _ - _+•.. + +. + -W "+ + _. 9 + 1 i �♦ I 1,: rl-r.. _. ._ _. .. ._ ._ _• _' �: +. + / + + i -+ + I I _ 1 a •['• i � 'tJ ,r + ` J✓ + 1 / r I r'_`'• ` •- - .. - _T ..�.,. _ I ,f' - ` f MPQRARY gIVE ICON D!Y&H -- `i , ` ' + + + +� +� `+ �;« .r'' i� a -'r - - - - - - - _ _ _ _ _ _ - 6; �..c l' « ..., / ._ .. r ... ,� .- DJS o• +1.. •- ,_. __ ^. -- + + + + + 1 \ 1 �.. .+ +. + i i + + + ' ♦._ � + + �•'',♦ w +'ta '},y. � \ _ \ 'i •! .� - - _ _ � .._. .._ - -. 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I I 1 I •'- .- .- v-, r ,-W I'_ IP-" \2 U) a I= Cr Ui Q vi Z� Q � (� 8 3 In iz o z Cr W Q C) J T rx: O W 1- U) QQ O U WTI Z Z C) W C/3 � O O w 84 O O LL w .0 co "`YYYLLL L Lij No L Y Q c1 n � W m G O. CC a. DATE: MARCH 08, 2000 SCALE: I"= 60' PROJECT NO. 111 -1150 C109 1150EC1.DGN