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SECTION 14, T 28 N, R 4 E, W.M. <br /> W <br /> 0 <br /> DEMOLITION AND TESC NOTES: <br /> 1. DEMO ASPHALT PAVEMENT. <br /> - *UNL" I� 2. PROTECT ASPHALT PAVEMENT TO REMAIN. <br /> l ° I BL(bCK / - I NOM 3. DEMO CURB. <br /> VNALL <br /> STOP BAR J " 5.4 DEMO DEMO BRICK A RWAY ESTATES SIGN Z <br /> Z4 <br /> -- P----- P--- L I^' <br /> i <br /> �yL P----P___ 6. DEMO TREE. N <br /> I\ 4 ' STEFS 7. DEMO FENCE. W <br /> S H DRANT <br /> 1zi� d / 8. SAWCUT. <br /> I III �L l <br /> 1 I I 1v,��1'-lIIp' ,Q111 // 9. SILT FENCE/CONSTRUCTION FENCE.SEE COE STD DWG 214, <br /> _ I-J-- --✓�'-- V�- __ ' \ \5.2� 5 �/ \ STOP / DRAWING C2.1(BMP 2338 BMP C103). <br /> - '- - --- -__ -J-- I 10. INLET PROTECTION STORM DRAIN INLET TRAP.SEE COE STD <br /> T t - --- ---W- O SIGN <br /> •�• 11 I �• i'_ I I DWG 212,DRAWING C2.1(BMP C240). <br /> 1 I •h .N. Ilti' m �__- F <br /> I y I - • • 0 2 - ---�/--- --� / �I PROJECT LIMITS. <br /> a •�• �� REMOVE STOP BAR AND -"1 <br /> L I _ I 12 , 'STOP BAR"TEXT 7 ,T I 12. DEMO SIGN. <br /> •_L_ _-s ----s--- - �- __ _ fn ems; <br /> I iRIEL:5T7.2 ----S e-�-O --- ----5--�-s--- --�--- +i ---\ 1 5---�--- <br /> 8"F�CP(N)IE:56 .2 STOP � �--- o �sP--- � -P----P--�-� � -s----s---�-- <br /> J I \\ DEMOLITION AND TESC LEGEND <br /> r <br /> ) DEMO ASPHALT PAVEMENT <br /> Ey1 <br /> DEMO CONCRETE Z <br /> P BAR I / (B INLET PROTECTION,SEE COE STD DWG 210 SHEET C2.1 <br /> d 'I- -SF- SILT FENCE <br /> STOP \ I� - - - -- - SAWCUTLINE <br /> GRpSs i SIGN ` 1G SS < MC o <br /> '� <br /> I <br /> r s I all- <br /> .4 \ l T <br /> NOTES: � 0 3 <br /> S \ 1. FOR COE EROSION AND SEDIMENT CONTROL NOTE AND HZ DEMOLITION <br /> T I NOTES,SEE DRAWING C1.1 $m <br /> �m m`F a <br /> ° I I 2. INLET PROTECTION NEEDED UP TO 30OFT FROM SITE <br /> I I N <br /> JJ I 2. AREAS IMPACTED OR DAMAGED BY CONSTRUCTION ACTIVITIES _ <br /> 11 /� / I \ I 14 INCLUDING BUT NOT LIMITED TO CONCRETE,ASPHALT,SIDEWALK,CURB <br /> I '� I AND GUTTER,GRASSED AREAS AND EXISTING UTILITY SYSTEMS SHALL BE <br /> \� 1 i LS RESTORED TO ORIGINAL CONDITION OR BETTER. <br /> IN I 3. WHERE EXISTING CONCRETE SIDEWALK OR CURB ARE TO BE <br /> DEMOLISHED,CONTRACTOR SHALL DEMOLISH TO NEAREST JOINT <br /> �I 1 LS UNLESS OTHERWISE SPECIFIED.IF NO EXISTING JOINT IS PRESENT OR IF <br /> I 8 I I I\ A EXISTING JOINT IS MORE THAN 5 FT AWAY,SAWCUT CLEAN EDGE AT <br /> C.]p 121_� // LIMITS OF DEMO. <br /> 3 • I I d I \` p 34, 4. CONTRACTOR IS RESPONSIBLE FOR REMOVAL AND DISPOSAL OF ALL r]J) Q <br /> EXCESS EXCAVATED MATERIAL AND VEGETATION STRIPPED OR CLEARED y � <br /> 6 Y AND GRUBBED FROM SITE. w H Q z <br /> G <br /> _ _ \ 5. IMMEDIATELY UPON INSTALLATION OF NEW CATCH BASIN,INSTALL INLET F-- LU 7 <br /> BRICK WALL / J r PROTECTION PER DETAIL 1,DWG C2.1.SEE DWGS C4.0 FOR NEW CATCH < 2 L <br /> 4 S <br /> BASIN LOCATION. [-- W F- <br /> BRICK WALL 6. PAVEMENT MARKING AREANDAS <br /> STRIPING REMOVED <br /> BY E OFASPHALTADROBLASTING. O OJ <br /> FAIRWAY sF SY' CONCRETE DEMO AREAS SHALL BE REMOVED BY HYDROBLASTING. ''I Of LU /1 <br /> 7. ITEMS MARKED DEMO WITH SALVAGE VALUE SHALL BE OFFERED TO THE LLJ a W _LL <br /> ESTATE s TYP 10 I m 1 Q`\ I OWNER.IF OWNER REFUSES,CONTRACTOR SHALL PROPERLY DISPOSE } / 1 <br /> o /�7 N / / \ OFFSITE. < W Co <br /> Co/ \1 4 \\ 8. PROVIDE CLEARING AND GRUBBING OUTSIDE LIMITS SHOWN AS NEEDED Z T- O`� <br /> FOR LANDSCAPING.HAND GRUB AROUND EXISTING TREES.PREPARE Q fn w <br /> .6 SUBGRADE/SOIL PER LANDSCAPE PLANS.o d, 5 <br /> / I ~ \\ Z O L <br /> O \ \ K I d S r WOOD FE\NCE LL W NLL] <br /> Q <br /> d R <br /> i \\ I <br /> \ <br /> I/ \ ° \ -5]0 \ THE CONTRACTORS-BE FULLY <br /> O 1 d �t-� - FL - '1 _ n \ RESPONSIBLE FOR THE LOCATION AND <br /> __❑ _ �{-v.�_ d. d I REMOVE STOP BAR AND '-a _� PROTECTIONOFALLEXISTING <br /> "STOP BAR'TEXT \ UTILITIES AND SHALL VERIFY ALL <br /> UTILITY LOCATIONS PRIOR TO <br /> d CONSTRUCTION BY CALLING THE: <br /> 1_ _r--a�.- UNDERGRO 811ND 0CATE LINE: <br /> ¢ t Ty - <br /> 3 END _ _ - - I- -�- - 1_ °a <br /> A MINIMUM OF 48 HOURS PRIOR <br /> TO ANY EXCAVATION <br /> Q 11 1 <br /> 0 <br /> W <br /> SDCB `�oF ok <br /> v\F 4Qay <br /> i h <br /> � RIM EL:567.41 2 <br /> w 12"DI(NE)IE:563.31 SDCB 6: <br /> w 12"DI(E)IE:563.46 SDCB RIM EL:567.30 SDCB ?�sFNG� vv <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 <br /> JOB NO.: R313078.01 <br /> LL S---�---�---�---�---�---'5---�--- s--- s--- s--- <br /> s S----S- DATE: 04/13/2022- - --- --- ---�--- <br /> w°' -5---- s--- DESIGNED:D.BAGLEY <br /> g <br /> ---�---�---�-- N DRAFTED: <br /> o CHECKED: B.DUNNING <br /> -> <br /> SCALE: NTS <br /> a o ecnAu <br /> 10 5 0 10 20 DRAWING NO. <br /> O CZ.O <br /> GSCALE IN FEET <br /> i SHEET: 3 Cf 10 <br />