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WENTZ SP <br /> SECTION 23, TOWNSHIP 28N , RANGE 4E5 W. M . Z <br /> 0 <br /> i a <br /> STA 3+86.28, 18.00' LT1 <br /> I�INm STA 2+00.00, 30.00' LT END CURB, GUTTER, SIDEWALKS/ N <br /> PROPERTY CORNER v V o w <br /> A � --- <br /> --1 -- os <br /> ,\ \ <br /> 5' TRANSITION \ �--- �•----- - <br /> m w RAMP <br /> °/ /�' \ ®® /b p <br /> °° ZZ R/W <br /> R/W 60' <br /> EX. 30' EX. 30' <br /> SDD v pf�.'$D ° SD SIDEWALK <br /> 1' MIN. <br /> o <br /> —SD--f3-- SD - / - SS <br /> -SSSSSS—SS—SS- S $ ----- _ �- -185--'/ A-�" V1 / _ 4 <br /> MIN. SAWCUT W. <br /> - - - 2+0 3+00 - ono 5 �s �e Q, <br /> STA 1+75.23, 9.74 LT INGLE YELLOW d ¢ S••'" <br /> BEGIN PAVEMENT WIDENING 13TH AVE W O5 27 -z�* EXISTING dV1S•.... m <br /> 3:1 TAPER c <br /> w w�� w w w w w w w - w�/ i 3 TR_A SITION IN <br /> _ ASPHAL CONCRETE CURB AND GUTTER <br /> $ o _ - \ W \ TYPE A-1 <br /> SD SDSDSD S SD SD SD D SD SDSD _ $p� dam- ® on SEE STD. DWG.306 STANDARD ROADWAY SECTION <br /> -' F / _ __ � <x �n li NEAT LINE CUT,CLEAN,HEAT&TACK EDGES WITH SEALER 3"COMP DEPTH HMA CLASS B ASPHALT f <br /> P P P P / P P P P P P �— ni CSS-1 AND SEAL WITH HOT ASPHALT CEMENT.SAWCUT 1" 4"COMP DEPTH CRUSHED SURFACING TOP COURSE v) <br /> _ IN MIN.INSIDE EXISTING EDGE OF PAVEMENT.FOUR FOOT MIN. 4"COMP DEPTH GRANULAR SUB-BASE COURSE <br /> X 4(AB)- I PAVED SECTION REQUIRED. <br /> _ao < 3-LF 12" CPEP W z <br /> IN IN m IN IN i m N v <br /> N S80f�ft .m. N <br /> CB #2 TYPE 1L <br /> (J w0A <br /> _ STA 2+95.36, 18.00' LT CB # 1 TYPE 1 I PER COE403 STD z SECTION A-A 13TH AVE W J <br /> 'D' m 20' CTR. D/W CUT PER COE STD DWG 403 \ o Q z <br /> TYPE 1 DRIJEWAY PER DWG 402 NOT TO SCALE <br /> n e o m COE STD_DWG #315 h ro <br /> O J <br /> STA 2+00.00, 18.00' LT <br /> END 3:1 PAVE TAPER .. _' O L.L <br /> BEGIN CURB, GUTTER, SIDEWALK I \ <br /> STA 2+30.88, 18.00' LT I I *SLOPE OF NEW PAVEMENT MAY 1 1� <br /> 20' CTR. D/W CUT I I I ��/ Z ENSUREVARY YMNO MORE <br /> 5%SLOPE AT% TO �y <br /> TYPE 1 DRIVEWAY PER I_ \ FLOWLINE. 5 <br /> COE STD DWG #315 <br /> 550 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 20 40 <br /> . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . <br /> VIII <br /> HORIZONTAL SCALE <br /> W O oo <br /> IN In <br /> LLI <br /> O�rnIn <br /> N Lf <br /> W L w <br /> 04W <br /> W <br /> N <br /> V <br /> 14 <br /> Z <br /> PROP. 2 W <br /> EX. GRADE FLOWLINE' CB # 1 TYPE 1 Z <br /> ROAD CL STA 3+32.02, 16.42' LT cai) <br /> RIM =518-55541.22 (AB) 00 <br /> IE =53849 (W)j12" CPEP) W <br /> • -----T----0.509 --- -0.65%-- ___ 538.25 <br /> -------- ; -1.18%;----_ -------x:53% ------ _ <br /> 540 . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . .. . . .. . . . . . . . . . . . . .EX.'(42'LF'CMP . . . . . . . . . . . . . . . . . . .EX -4-7-LF.CMP. . . . . . . . . . . . . . . . . <br /> EX. 94 LF CMP <br /> I— O U) <br /> O . . . <br /> z <br /> • S - 0.002 ft/ft• S 0.002 ft/ft A ' N O H <br /> S = 0.008 ft/ft <br /> CB #2 TYPE 1L EX. CB #3 F z <br /> EX. CB #2 STA 3+84.61, 26.35 LT AS-BUILT NOTE: F O W <br /> STA 3+31.94, 20.41' LT <br /> STA 2+39.75, 16.11' LT RIM -S+i-89 541.18(AB) RIM = 5}0.16 V z <br /> EX. IF = 538.27 (S)(18" CMP) O THE AS-BUILT INFORMATION SHOWN WAS W <br /> RIM =. 541.19 . IE = 538.35 S• PROVIDED BY HARMSEN, LLC. OMEGA j to <br /> IE = 538.08 (S) LU <br /> NEW IE _�7(E)(12" CPEP)538.21 (AB) ENGINEERING HAS PREPARED AND STAMPED O W O H <br /> • IE _ $38.12 (N) EX. IE = 538.27 N 18" CMP <br /> 535 THIS DRAWING BASED ON THAT INFORMATION. LL z af <br /> NEW IE _ W) (6" PVC) O O <br /> N 538.28(( ) w z <br /> O M N M M Q z <br /> N U) _ N <br /> „ a av as av O <br /> a <br /> NF <br /> 1+50 2+00 3+00 4+00 <br /> 13TH AVE CENTERLINE PROFILE �� <br /> 0 17-1004 0* BRAW <br /> VIII 40 5/30/18 <br /> HORIZONTAL SCALE <br /> CALL 48 HOURS E 1"=20' <br /> BEFORE YOU DIG <br /> 811 ��o 5 of 7 <br />