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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 /> r <br /> DEMOLITION AND TESC NOTES: <br /> 1. DEMO ASPHALT PAVEMENT. <br /> 1 UUNU ��'.. '� M"` 2. PROTECTASPHALT PAVEMENTTO REMAIN. <br /> L(bCKI1 A-d\ <br /> l a I BVNALL I - - - \ S�N� �1 / �, l/ - I HOME 3. DEMO CURB. <br /> STOP BAR 10 � 4. DEMO BRICK WALL. <br /> �\ 5. DEMO"FAIRWAY ESTATES"SIGN. Z <br /> �F 1 _ O <br /> - -- - 1-P-- -P---P -- ---/ _ �/ IhC_ PN 6. DEMO TREE. In <br /> L <br /> HY NT _ - I v / =E�S 7. DEMO FENCE. W <br /> K <br /> I I �A <br /> 8. SAWCUT. <br /> BSI /� 9. SILT FENCE/CONSTRUCTION FENCE.SEE COE STD DWG 214, <br /> -J__ 1,�' / 1 -I \ \5i2�> �- STOP DRAWING C2.1(BMP 2338 BMP C103). <br /> Y1�T �/I�.__- - - I}{ 10. INLET PROTECTION STORM DRAIN INLET TRAP.SEE COE STD <br /> j l I „ i. I t ---Vt(---- -J-- - --- ---1/l�- I _ O 1 SIGN <br /> I 1 I 4- P m I --- _ _ * DWG 212,DRAWING C2 (BMP C2 ) <br /> ^ I Yi• ` y..l --- ---m--� -- 11. PROJECT LIMITS. <br /> .6 <br /> ~ �I �1. � REMOVE STOP BARAND I // I <br /> 1 I -STO12P -O - "STOP TEXT <br /> - \\ <br /> --- \ =-� <br /> 12. DEMO SIGN. <br /> I 5R IEL:�7.2 STOP s--I��--- �---�---�--- �---- <br /> ---8.qcP(N)IE:56 2 -p --- ----P- DEMOLITION AND TESC LEGEND <br /> -®T -__T DEMO ASPHALT PAVEMENT <br /> µ{ <br /> "-\ 3 EGI DEMO CONCRETE 0 <br /> P BAR ' / - - - (8 INLET PROTECTION,SEE COE STD DWG 210 SHEET C2.1 Z <br /> d -SF- SILT FENCE <br /> STOP g I� I -- - SAWCUTLINE <br /> SIGN I p <br /> I" G -?,kSS , �1 ASS I `S VAC <br /> 4 <br /> NOTES: t o;; <br /> 1. FOR COE EROSION AND SEDIMENT CONTROL NOTE AND HZ DEMOLITION <br /> I7 T� I NOTES,SEE DRAWING C1.1 <br /> I I 2. INLET PROTECTION NEEDED UP TO 300FT FROM SITE <br /> 0f n <br /> 2. AREAS IMPACTED OR DAMAGED BY CONSTRUCTION ACTIVITIES <br /> 11 m I \ I li INCLUDING BUT NOT LIMITED TO CONCRETE,ASPHALT,SIDEWALK,CURB <br /> AND GUTTER,GRASSED AREAS AND EXISTING UTILITY SYSTEMS SHALL BE <br /> 1 i LS RESTORED TO ORIGINAL CONDITION OR BETTER. <br /> 3. WHERE EXISTING CONCRETE SIDEWALK OR CURB ARE <br /> a DEMOLISHED,CONTRACTOR SHALL DEMOLISH TO NEAREST <br /> JOINT <br /> 1 LS UNLESS OTHERWISE SPECIFIED.IF NO EXISTING JOINT IS PRESENT OR IF <br /> e I I \ EXISTING JOINT IS MORE THAN 5 FT AWAY,SAWCUT CLEAN EDGE AT <br /> Go�2_� I \ LIMITS OF DEMO. <br /> 3 4. CONTRACTOR IS RESPONSIBLE FOR REMOVAL AND DISPOSAL OF ALL RED y�) 0) Q <br /> EXCESS EXCAVATED MATERIAL AND VEGETATION STRIPPED OR CLEARED 0) <br /> AND GRUBBED FROM SITE. W H Q Z <br /> G <br /> 5. IMMEDIATELY UPON INSTALLATION OF NEW CATCH BASIN,INSTALL INLET LU <br /> F- 7 <br /> (/ PROTECTION PER DETAIL 1,DWG C2.1.SEE DWGS C4.0 FOR NEW CATCH L <br /> BRICK WALL 4 J . i / \ BASIN LOCATION. - W W Q <br /> S <br /> AY sF �yy iT O BRICK WALL 6. PAVEMENT MARKING AND STRIP CONCRETE DEMO AREAS SHALLING BE REMOVED BY HVDROBLASTING.DEMO OUTSIDE U) o> ; O <br /> FAIRW <br /> I w 1 7. ITEMS MARKED DEMO WITH SALVAGE VALUE SHALL BE OFFERED TO THE 'L'• d W _LL <br /> CD ESTAT F TYP 10 1 l (`�Y\I \ OWNER.IF OWNER REFUSES,CONTRACTOR SHALL PROPERLY DISPOSE � f 1 <br /> c �N 6 / \ I \ OFFSITE. W �L/J� <br /> / 4 \\ 8. PROVIDE CLEARING AND GRUBBING OUTSIDE LIMITS SHOWN AS NEEDED Z O(/ <br /> FOR LANDSCAPING.HAND GRUB AROUND EXISTING TREES.PREPARE �j Q (n w <br /> d 1 SUBGRADE/SOIL PER LANDSCAPE PLANS. <br /> W <br /> Nye_ l WOOD FENCE LJJ <br /> \ ti I d s j c �-�t 0 <br /> 04 <br /> R <br /> z <br /> w - - BE FULLY <br /> ❑ - - _ -_ -- aJ/\ n �� -I�S10� \\\ THECONTRACTO THE LOCATION <br /> ATONAN <br /> ❑ C d d I REMOVE STOP BAR AND -L~ -U-'�-a 'r- ---DL__�'- RES PROTIECTION OF ALL EXIST NG"N <br /> _ o <br /> U -` �-�T-i--.- O d .. d 1 STOP BAR" ---� C UTITIESALITY CATIONL PRORTOL <br /> 1 -.-- --- - <br /> a / / F/�1 h_ .a \ d ' I. _�. _ .-, a d UNDERGRO ND 81 LOCATE LINE: <br /> o <br /> 3 END A MINIMUM OF 48 HOURS PRIOR <br /> I j TO ANY EXCAVATION <br /> 11 1 <br /> o FAIN <br /> I �F+"og wngy>0 <br /> SDCB •/ _ 2 y <br /> � RIM EL:567.41 <br /> 12"DI(NE)IE:563.31 SDCB a _ <br /> y 12"DI(E)IE:563.46 SDCB RIM EL:567.30 SDCB <br /> >aa 8""DI S IE:563.71 RIM EL:5�66-.-60-�---�--8-"�RC-P--E IE:564.70 RIM EL:567.80 <br /> oo <br /> S--- 12DI(W)IE:563.11 8"D(N)IE:564.60 12"DI(SW)IE:564.4 8"RCP(W)IE:56 5.46 <br /> �----s----s----s---- - <br /> JOB NO.: 0NqR 313078�.0S1__ DATE: 04/13/2022 <br /> -� ----ter-� - s DESIGNED:D.BAGLEY <br /> DRAFTED: <br /> o x CHECKED: B.DUNNING <br /> "eu <br /> FIGURE 7 SCALE: N <br /> a cc <br /> 10 5 0 10 20 DRAWING NO. <br /> o a <br /> o 0 o C2.0 <br /> - <br /> F SCALE IN FEET <br /> N Page 17 SHEET: 3 Gf 10 <br />
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