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1427 100TH ST SW 2025-03-03
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1427 100TH ST SW 2025-03-03
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Last modified
3/3/2025 8:42:44 AM
Creation date
1/24/2025 3:44:07 PM
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Street Name
100TH ST SW
Street Number
1427
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SECTION 14, T 28 N, R 4 E, W.M. <br /> W <br /> a <br /> 0 <br /> DEMOLITION AND TESC NOTES: <br /> 1. DEMO ASPHALT PAVEMENT. <br /> - GUINI: h".- I i / ti I N�OME <br /> 2. PROTECT ASPHALT PAVEMENT TO REMAIN. <br /> l a I BVV�ALK -, - - - \ -L N 3. DEMO CURB. <br /> -- - �P - STOP BAR J / 4. DEMO BRICK WALL. Z <br /> I ?; I L + ,L I 75. DEMO"FAIRWAY ESTATES"SIGN. O <br /> \ P� ---I - 1-P--_--- -P----P--/P-_-/ _ i Z Q .1�. __-_ I ��� p�1O, 6. DEMO TREE. <br /> `/ ll-� > <br /> HYD.f2ANT vk �� / tSTE'�S//� <br /> 7. DEMO FENCE. K <br /> 8. SAWCUT. <br /> I 9. SILT FENCE/CONSTRUCTION FENCE.SEE COE STD DWG 214, <br /> 4 -�F- - __L_w -r- l ' I 572� _ / / DRAWING C2.1(BMP 233&BMP C103). <br /> ° 11 - T -t-�` - -�--w\\�_ -a---m o SIGN STOP / 10. INLET PROTECTION STORM DRAIN INLET TRAP.SEE COE STD <br /> .N. I I I. �---- --- �- DWG 212,DRAWING C2.1(BMP C240). <br /> i I o �' - t-- -- �---y ---�---I / J, <br /> `r" REMOVE STOP BAR AND -/q1 11. PROJECT LIMITS. <br /> I _- 8 I 12 "STOP BAR"TEXT T� �� \ 12. DEMO SIGN. <br /> co <br /> RIM EL:5 7.2 <br /> STOP 3 O ---� ��--- --I --- <br /> \ _-- s----s 5---- --- -+--s--- <br /> 8-' �CP(N)IE:56 .2 v o �P-- P---P----P-- 5--- --- -- <br /> DEMOLITION AND TESC LEGEND <br /> x --T -T <br /> I <br /> DEMO ASPHALT PAVEMENT 1 I � ---- - � <br /> 'TL L_L✓�K s� -\ 3 EGI 1 \ =SL <br /> .r / DEMO CONCRETE O <br /> ST P BAR / / l+ O INLET PROTECTION,SEE COE STD DWG 210 SHEET C2.1 Z <br /> _ I - - - <br /> I � -SF- SILT FENCE <br /> NOMg .1 ° I STOP S \ ItC o <br /> I / - - - SAW CUT LINE <br /> N \ Guess i SIGN \ 1G SS i M F <br /> M <br /> I � 1 Rp` I �S N v <br /> 6 <br /> NOTES: t Q3m <br /> \ \ 1. FOR COE EROSION AND SEDIMENT CONTROL NOTE AND HZ DEMOLITION _o a N <br /> l� I NOTES,SEE DRAWING C1.1 -"`_�r n <br /> m I 2. INLET PROTECTION NEEDED UP TO 30OF F FROM SITE c <br /> LL N <br /> 2. AREAS IMPACTED OR DAMAGED BY CONSTRUCTION ACTIVITIES � o <br /> INCLUDING BUT NOT LIMITED TO CONCRETE,ASPHALT,SIDEWALK,CURB <br /> I �S I ff "Irr I AND GUTTER,GRASSED AREAS AND EXISTING UTILITY SYSTEMS SHALL BE <br /> RESTORED TO ORIGINAL CONDITION OR BETTER. <br /> 3. WHERE EXISTING CONCRETE SIDEWALK OR CURB ARE TO BE <br /> I w 1 .� DEMOLISHED,CONTRACTOR SHALL DEMOLISH TO NEAREST JOINT <br /> 8 I ` LS .I \ UNLESS OTHERWISE SPECIFIED.IF NO EXISTING JOINT IS PRESENT OR IF <br /> EXISTING JOINT IS MORE THAN 5 FT AWAY,SAWCUT CLEAN EDGE AT <br /> Q 12�� \ LIMITS OF DEMO. <br /> C G 3 I \ I ✓LCp 34 4. CONTRACTOR IS RESPONSIBLE FOR REMOVAL AND DISPOSAL OF ALL 00 Q <br /> EXCESS EXCAVATED MATERIAL AND VEGETATION STRIPPED OR CLEARED <br /> AND GRUBBED FROM SITE. >Q <br /> -Q__ Q_ _ \ G \ 5. IMMEDIATELY UPON INSTALLATION OF NEW CATCH BASIN,INSTALL INLET Z > J <br /> PROTECTION PER DETAIL 1,DWG C2.1.SEE DWGS C4.0 FOR NEW CATCH <br /> BRICK WALL i BASIN LOCATION. L W W Q <br /> 4 /� V BRICK WALL 6. PAVEMENT MARKING AND STRIPING DEMO OUTSIDE OF ASPHALT AND r�/�U) O W it O-i <br /> I / IDA\\ CONCRETE DEMO AREAS SHALL BE REMOVED BY HYDROBLASTING. <br /> FAIRWAY sF N I w > _ <br /> ITEMS MARKED DEMO WITH SALVAGE VALUE SHALL BE OFFERED TO THE 0_ W <br /> o ESTATF� / i5 / TYP 7.10 I �I OFFSITE. <br /> FFS TE IF OWNER REFUSES,CONTRACTOR SHALL PROPERLY DISPOSE W j ( l <br /> U / , / 4 8. PROVIDE CLEARING AND GRUBBING OUTSIDE LIMITS SHOWN AS NEEDED F O <br /> �I 4 / / \ 1 \ FOR LANDSCAPING.HAND GRUB AROUND EXISTING TREES.PREPARE 5 Q fn W <br /> 1 / ,i / e SUBGRADE/SOIL PER LANDSCAPE PLANS. of _ <br /> \ WOOD FENCE a W o WLL <br /> W <br /> \ - �o <br /> N <br /> w <br /> W - - - _ _0.t_ rl R �J/ -5�0 \ THE CONTRACTOR SHALL BE FULL, <br /> 0 1 d Ll--- -- _ _ \\ RESPONSIBLE FOR THE LOCATION AND <br /> \ __ Jam. <br /> \ II�� <br /> I REMOVE STOP BAR AND a -�'-f a - ---V--- �- _ PROTECTION OF ALL EXISTING <br /> Q 1 1 "S __TOP BAR"TEXT U UILITIES AND SHALL VERIFY AL <br /> TILITV OCAT ONS PRIOR TO L <br /> - _ / d CONSTRUCTION BY CALLING THE: <br /> - - -- T-,� _ - � I _ --� - UNDERGROUND LOCATE LINE: <br /> 3 END - - I �1 - ---�_ .� Q a 811 <br /> _ _ A MINIMUM OF 48 HOURS PRIOR <br /> / TO ANY EXCAVATION <br /> -6 / / 8lo <br /> �1 <br /> it � � EDWIN <br /> 1P"of wA 11 <br /> �Fw `I'c2 <br /> SDCB 2 � <br /> � RIM EL:567.41 B: <br /> 12"DI(NE)IE:563.31 SDCB w4 <br /> W 12"DI(E)IE:563.46 SDCB RIM EL:567.30 SDCBION AL Edo\�w titi <br /> 'a 8"DI(S)IE:563.71 RIM EL:566.60 8"RCP(E)IE:564.70 RIM EL:567.80 <br /> 12"DI(W)IE:563.11 8"DI(N)IE:564.60 12"DI(SW)IE:564.4 8"RCP(W)IE:565.46 TL JOB--- --- --- ---�--- 5--- 5--- --- --- ---�- - DATEO.: 04/13/R313P 221 <br /> --- ---�--- 5--- --- --- --- ----S--- S--- ----S-- DESIGNED:D.BAGLEY <br /> M <br /> a � N DRAFTED: <br /> o Of CHECKED: B.DUNNING <br /> SCALE: NTS <br /> ccnnu <br /> 0 3 10 5 0 10 20 DRAWING NO. <br /> -o C2.0 <br /> r SCALE IN FEET <br /> v = SHEET: 3 of 10 <br />
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