Laserfiche WebLink
GARDEN ESTATES <br />SECTION 12, TOWNSHIP 28N, RANGE 4E, W.M. <br />�ii a a a <br />STA 1+92.11, 31.001T <br />NEW PROPERTY CORNER �7n �o m 6 <br />v0 L N <br />O \ I <br />STA 1+98. 1, 23.95'LT o) C� OO N00"29 56 W 8 .95 <br />END 4: 1 P VE TAPER z t =0 <br />_ BEGIN CURB, GUTTER, SIDEWALK <br />STA 1+83.90, 22.871T <br />BEGIN PAVE T WIDENING /CD 4:1 TA Rfig UQv - N/<0:; <br />to h <br />98 �x j 0 w � , <br />® °: � J PT: STA 10+84.54, 14.00'LT <br />3..SS.ti .11N a......: ° �gBIS J 1 \� ELEV.: 591.77 <br />o ONO <br />�� <br />P. <br />A. <br />S$ a LJ <br />_1 ° <br />LF;12' CPEP �/\3:.`... :. i- ;. <br />r l �...' ..... r` a <br />CB #1, TYPE S 0 '.: Op .: '":.^� `:.' m a <br />STA 1+99.11, 23.08LT .:.:\S> �L U ^ v <br />594.75 AB RI M L <br />IE12" CPEP Ci �i � y .,. a <br />592.76(AB) rn rn rn N �\ �� Fo \:.,. ry.':S ..:.: ,..s } w INTERSECTION <br />�.. •. STA 4+04.20 (UPPER RIDGE RD) <br />~ c� c� morn\ \' F^y:' ' • :. STA 10+00.00 (81 ST ST SW) <br />00 cn mop <br />U U d <br />N N I ~ Z \ <br />_ WLd <br />d <br />wLd o a ~=Q <br />d CT <br />CB 2 TYPE I z o <br /># O .I <br />STA 1+91.46, 15.12RT � o DL Cn <br />595.45(AB) RIM=5 9 S. I--� <br />m <br />w a~~ <br />(n 12,O STA 3+57.81, 36 71'LF \ <br />J STA 2+56.58, 23.51'LT o > 0 ELEV.: 597.04 \ d� 0 <br />a 20' CTR D/W CUT w w z N <br />m 0 STA 3+39.69, 24.41'LT <br />2 p 00 HIGH POINT 9�Z a <br />~O Ld ELEV.:597.94 <br />00 PC: STA 3+32.16, 23.501T ���\ Q <br />ELEV.: 597.71 � Z °' <br />w <br />CB #2 <br />STA 1+91.46, 15.12' RT <br />RIM = 696-rr595.45(AB) PC: STA 3+27.40 <br />IE _ .;�8 (SE) ELEV.: Y <br />600 ................ -593.10(AB)... ... .... ... ... ... ... ... ....... ... ... ... ... ..... ... .598:01.(AB)...... . <br />.CB #1 <br />,STA 1+99.11, 23.08':LT <br />-RIM = 595.22-594.75(AB) <br />: 592.76(AB) <br />EX. GRADE <br />- DESIGN : ® ROAD <br />: AS -BUILT FLOWLINE <br />.... .: :.. . . . . . . . . . . . FLOWUNE ...................................... <br />42(AB) <br />3g LF 12" CPEP <br />S=9.99S ft/ft <br />0.008(AB)- <br />590 <br />r� <br />0) <br />Ln <br />Ln <br />cq <br />I <br />0 <br />M <br />0)0 <br />Iq <br />.gym <br />� <br />rim <br />m <br />rn <br />LC)� <br />�� <br />to�LO <br />CY <br />1+50 2+00 3+00 <br />UPPER RIDGE CL PROFILE <br />4+00 <br />0- <br />0 30 60 <br />HORIZONTAL SCALE <br />60' <br />30' EX. 30' <br />6' <br />SIDEWALK 36' <br />t <br />4' <br />MIN. SAWCUT <br />- 27 EXISTING <br />CONCRETE CURB AND GUTTER <br />TYPE A-1 <br />SEE STD. DWG. 307 <br />NEAT LINE CUT, CLEAN, HEAT & TACK EDGES WITH SEALER <br />CSS-1 AND SEAL WITH HOT ASPHALT CEMENT. SAWCUT 1° <br />MIN. INSIDE EXISTING EDGE OF PAVEMENT. FOUR FOOT MIN. <br />PAVED SECTION REQUIRED. <br />R/W <br />STANDARD ROADWAY SECTION <br />4" COMP DEPTH HMA CLASS 1/2" ASPHALT - PG 64-22, 2 LIFTS REQUIRED <br />4° CRUSHED SURFACING BASE COURSE <br />4° GRAVEL BORROW <br />SECTION A -A UPPER RIDGE RD <br />NOT TO SCALE <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 Knappert 11/06/2024 <br />Permit Inspector <br />CALL 48 HOURS <br />BEFORE YOU DIG <br />811 <br />AS —BUILT NOTE: <br />THE AS —BUILT INFORMATION SHOWN WAS <br />PROVIDED BY HARMSEN LAND SURVEYORS. <br />OMEGA ENGINEERING HAS PREPARED AND <br />STAMPED THIS DRAWING BASED ON THAT <br />INFORMATION. <br />m <br />M <br />Of <br />0 <br />Z <br />O <br />o <br /><a <br />a= <br />O <br />w <br />Z <br />U <br />az <br />Q <br />0 <br />a <br />J <br />W <br />Y <br />N <br />Of <br />3 <br />o <br />J <br />m <br />a <br />W <br />w <br />a <br />W <br />� <br />o <br />\ <br />rn <br />n <br />� <br />aaa <br />a <br />W <br />H CD W <br />J 006 <br />J <br />Z LL <br />m J 0 <br />Q � <br />N 00 <br />Q <br />LU <br />O CD N <br />LO CF)L0 <br />LU LL] <br />s ry <br />LU <br />r LU <br />N <br />Z <br />�z <br />Z <br />Wrg <br />2 W <br />W <br />Z <br />0 3 <br />W <br />U) <br />C <br />O <br />LU <br />c <br />L <br />N <br />V / <br />0 <br />O <br />W <br />G/' <br />\ <br />.0 <br />J <br />4 <br />W <br />O <br />O <br />F- <br />W <br />( n <br />�,J <br />W <br />W <br />7 <br />U <br />3: 3: <br />O H- <br />H Q <br />N LU <br />Z I- <br />O LU <br />H (D <br />U z <br />UOf <br />) <br />LL 3 <br />O H <br />Z <br />00 <br />z <br />�00 <br />� N <br />O <br />0- <br />PROD. NO. DSN. BY: <br />1 7- 0408 RAW <br />Dare: <br />7/17/19 <br />SCALE: <br />1 . = 30' <br />v <br />N <br />0 <br />N <br />0 <br />m <br />0 <br />DRAWING NO. <br />7 <br />9 <br />OF <br />