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4" Compacted Depth HMA CL J <br />2, PG 64-22, 2 Lifts Required <br />4" Crushed Surfacing Base Course <br />4"Gravel Borrow or Suitable Base <br />or Alternate Section per Detail 302 <br />Aisle A <br />Local Access <br />Design Speed 20 mph <br />Sta: 12+45 to 15+00 <br />Scale: 1 "=5' <br />10' Utility Easement <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />�— W--- W--- W--- W--- W--- W--- ni--- .--- W- W — —— W- -- w—�— IN — —— Xni — —— <br />r Hand -rail <br />12' Travel Lane <br />20 <br />Surfacing Base Course <br />Aisle A <br />Local Access <br />Design Speed 20 mph <br />Sta: 16+35 to 20+80 <br />RECORD DRAWING <br />This Record Drawing has been prepared, in part, <br />based on "As -Built" information provided by <br />others. Though the as -built information and this <br />drawing are based on the best available <br />information, no presumption should be made <br />regarding the drawing's accuracy. <br />Jim Kna ppert 05/16/2024 <br />Permit Inspector <br />0 <br />0 <br />(D <br />V) <br />Q <br />m <br />V) <br />U <br />V) <br />a D <br />(D <br />V) <br />0 <br />0 <br />0 <br />V) <br />V) <br />aD <br />0 <br />ry <br />U <br />�U <br />n <br />N <br />UNDERGROUND UTILITY NOTE <br />Underground utility locations shown hereon are based <br />upon surface indicators. No underground location <br />service was utilized for their location. The use of this <br />map for their exact location is not warranted. Prior to <br />construction user should call the utility location service <br />at 1-800-424-5555 48 hours before construction. <br />KdQ <br />5� <br />5� <br />51 <br />5C <br />45 <br />4E <br />Scale: I "=5' <br />Varies Utility Easement - <br />Varies Wetland Buffer <br />\ I <br />I <br />I <br />I <br />Rockery or L&L <br />F- Edge of Wetland <br />L Thicken Edge on <br />Back Sidewalk <br />min. 4" Crushed <br />Surfacing Base Course <br />12' Travel Lane <br />12" Concrete Ribbon Curb <br />20 <br />4"Gravel Borrow or Suitable Base <br />or Alternate Section per Detail 302 <br />Existing Electrical Vault <br />Biocell Elevation <br />= 512.75 <br />Min. Elevation - <br />513.5 <br />RECORD DRAWING MAY 2024 <br />A PORTION OF SECTION 18, TOWNSHIP 28 NORTH, RANGE 05 EAST, W.M. <br />elevation, overflow to curb line. <br />ROAD HORIZONTAL CURVE TABLE <br />Curve # <br />P.I. <br />Radius <br />Arch Length <br />Delta <br />P.C. <br />P.T. <br />Tangent <br />C1 <br />15+1 1.75 <br />165.00 <br />114.25 <br />N690 02' 38"W <br />14+52.23 <br />15+66.48 <br />59.523 <br />C2 <br />16+26.00 <br />165.00 <br />114.25 <br />N690 02' 38"W <br />15+66.48 <br />16+80.73 <br />59.523 <br />•+ viuvci uviivvv vi JVIII.IFJIc uu�c <br />or Alternate Section per Detail 302 <br />C21 <br />Local Access <br />Design Speed 20 mph <br />Sta. @ 14+02 (through 15+00) <br />Scale: 1 "=5' <br />J <br />U <br />Design Speed 20 mph <br />Sta: 13+18 <br />Scale: 1 "=5' <br />Existing Road <br />Sewer �O <br />oaclH 2. PG 64-22, 2 Lifts Required <br />Rockery or L&L <br />Edge of Wetland <br />Existing Water Main �O <br />Edge of Wetland <br />4" Crushed Surfacing Base Course <br />4"Gravel Borrow or Suitable Base Existing Water Main �O <br />or Alternate Section per Detail 302 <br />Sewer -J <br />Varies Biocell Width <br />1.5 Bioretention Soil Media <br />0.5 Curb <br />LID Curb from <br />10+35 to 13+90 <br />7.0' Proposed <br />Pavement <br />2.0' Type A-1 <br />2 <br />4" Compacted Depth HMA CL <br />2', PG 64-22, 2 Lifts Required <br />4" Crushed Surfacing Base Course <br />4"Gravel Borrow or Suitable Base <br />or Alternate Section per Detail 302 <br />Local Access `+ viuvci uviivvv vi JViiuuic uu�c <br />Design Speed 20 mph or Alternate Section per Detail 302 <br />Sta: 15+00 to 15+75 (w Biocell) <br />Scale: 1 "=5' <br />Aisle A <br />Local Access <br />Design Speed 20 mph <br />Sta: 10+30 to 14+78 <br />Scale: 1 "=5' <br />Ex/st/ng21'Pavement <br />o -Fx6 <br />- <br />- <br />I I - <br />102 00 I , <br />I I <br />o I/ , I <br />I I <br />Ih , <br />I <br />0 <br />I I <br />I , <br />I , <br />,oNP <br />HP I <br />QNp-I O=— <br />I <br />I I <br />IOIN 00 0/ o <br />SSMHrExS <br />I <br />R 48'Mbn17o1e <br />�'0 _ <br />I � I o <br />lv ' 0 <br />I I I <br />I � <br />N I , o �) <br />I I I <br />I I I I \ <br />I I I I '' <br />p <br />I <br />ss I S �x. 1 <br />o 14 *ho% <br />A <br />I I I <br />I I ritersection <br />Ave SE, STA=100+00.00 <br />sle A, STA=10+00.00 <br />\ ' I A j �C <br />/ JA <br />0 4b' \ \ oNP - , 80' <br />Scale: 1''=40' <br />-�� 10' Utility Easement <br />min. 4" Crushed <br />Surfacing Base Course <br />6' <br />S/o'ewa/k <br />20 <br />IIIIII■■■ <br />� <br />�- --'■■I0 <br />■■ IIIII■ IIIII■■■ <br />mom <br />NM_■II11111 ■■ <br />0 some <br />■ ■■ <br />All! - - '� ► — <br />LEO 010-1-0104wo-m- <br />. ■ " ■YlililWlir"iillilrJ�i11 � • <br />■ ■ ■lJl.�! .. <br />■■■■ ■■ ■ ■LSE=I`ll .. ... <br />IIIII■ <br />- <br />■■ ■ <br />�����■■■���������������� <br />� <br />FM <br />IIIII■ <br />� <br />IIIIII■IIIII■IIIII■■■ <br />■■ <br />■■ <br />■■ <br />IIIII■ <br />■ ■ <br />������ <br />■■ <br />■■ <br />■■ <br />� <br />■■■ <br />■■■ <br />■■■ <br />■■■ <br />� ■IIII■IIII■■■■III■r'— <br />�•�� <br />■ <br />■■■■■■I■ <br />•� <br />■■■��■�■�i-�■III■■ <br />-_ - � ; <br />�� • • c <br />wu <br />■■ <br />■■L�@iL9il <br />■■■■■ <br />� ■■■ <br />!.!1■_ <br />WIMEM _. <br />_ _ _ _ �� <br />' ■ <br />� - • <br />, , � : .... <br />- • • - . . " <br />- ... - <br />.. <br />, " <br />, <br />___ <br />A <br />: , , . ; ■■■ <br />I■I■I■I■I■I■I■I■Ifr <br />__ <br />__ <br />__ <br />■■ <br />� f�i%ii��fYa <br />■■■ <br />■�r.�nrl!r <br />■■■ <br />■■ <br />■■■ <br />■11111111 <br />'�■■ <br />■■■ <br />■■■■ <br />■■■■T�l.-m <br />■■ <br />�IIII■■■ <br />20+26 20+00 <br />AISLE A - PROFILE <br />19+00 <br />D$ <br />17+00 <br />16+00 <br />15+00 <br />14+00 <br />13+00 <br />12+00 <br />11+00 <br />40 <br />Z�7 <br />Z07 <br />10+00 9+50 <br />SCALE: Horz 1 "=40' <br />(4: 1) Vert 1 "=10' <br />to <br />LU <br />W <br />Z � <br />` <br />� N <br />�4�,N <br />4�Qo <br />Q >. <br />LO <br />110 <br />CD <br />~ C'7 <br />00 <br />00 <br />i r <br />'IT <br />N <br />0 <br />N <br />co <br />01 <br />01 <br />t <br />Q <br />0 <br />U <br />0 <br />U 53726 <br />REGISTERED <br />Fss/oN A� <br />N <br />O <br />N <br />O <br />I i I I <br />L Q w <br />w <br />Q z > Q > <br />O <br />J o° � O o O <br />C) m ~ <br />U U-' z Q z <br />w � U a- <br />O — <br />U I Q — Q <br />0=� C 120 <br />w p V) <br />CL U Q cn Q:� Q <br />i <br />F_ <br />u7 <br />w <br />0 <br />w <br />0 <br />z <br />0o Q <br />V) 0 rr <br />00 <br />0, _ <br />Q O <br />z <br />} <br />a� 00 <br />= a� a- <br />w= <br />uw u7 <br />V z <br />> O <br />CO <br />T <br />U z <br />0 0 <br />U <br />w <br />Cn <br />U_ <br />O <br />z <br />O <br />a <br />SHEET <br />C13 of C27 <br />24x36 <br />REV1122-047 <br />P W 2303-015 <br />