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c, <br /> a DAV I D'&ERHARD <br /> cl� <br /> V)H BUILDERS 8 Y.IN DEVELOPERS <br /> pN51W OF 1HE POTILVND COMPANY,ING <br /> I I ¢ 3065 CENTRE POINTE DRIVE N. <br /> In¢a 10 1 Q' $'—20' 1 $ 1 (651)V638-0500 55113 <br /> woe PARRLLEL AND 6s1 DER UCE S <br /> C'3 3 x DRIVE LANE DRIVE LANE I MN BUILDER LICENSE#1335 <br /> x z z-, I 15' PERPENDICULAR <br /> r BUILDING SETBACK PROFILE PARKING (AT LOCATION 2.0% (TYP.) 3•' <br /> GRADE SHOWN ON PLAN) 3;1 MAX MAX s h e r m a n <br /> 20' 5' 11.5' 11.5' 7' 5' 5' 15' I 2.00%� 2.00% 2.00%� .2.00% 6„ <br /> PERPENDICULAR PARKING BLVD. DRIVE LANE DRIVE LANE PARALLEL BLVD. CONC. BUILDING SETBACK .1 1•1 TYP. ASSOCIATES <br /> (AT LOCATIONS SHOWN PARKING WALK I SEE BITUMINOUS <br /> ON PLANS) AND SODSEE B612 CURB AND TRAIL SECTION <br /> 2.00% =2.00% I <br /> 2.00% =2 00% INSET A GUTTER (TYP.) <br /> TYPICAL SECTION — BITUMINOUS TRAIL <br /> 4" TOPSOIL AND SOD SEE INSET A B618CURBAND 4" TOPSOIL ,_. <br /> GUTTER (TYP.) AND SOD PRIVATE STREET <br /> (NO RIGHT OF WAY) <br /> Kimley-Horn <br /> RESIDENTIAL STREET and Associates, Inc. <br /> 2" MnDOT SPEC 2340 TYPE 41A WEARING 2550 UNIVERSITY AVE.WEST,SUITE 345N <br /> COURSE (41WEA50055 PG58-28) TEL NO..(651)6 41Bis114 <br /> FAX.NO.(651)645-5116 <br /> MnDOT 2357 BITUMINOUS TACK COAT <br /> ROW ROW I1111, 2" MnDOT( SPEC 2340 TYPE 32B BASE <br /> BUILDING SETBACK COURSE 32BBB50000 PG58-28) <br /> ROW = r.�..��; <br /> I r ... . 8" MnDOT SPEC 2211 CLASS 6 <br /> I BUILDING SETBACK CONC. BLVD. 8 21 13 8' MEDIAN 13 21 8 BLVD. CONC. I 15' 1 <br /> AGGREGATE BASE COURSE <br /> WALK — WALK I 111 111 111 111 111 III III 1 <br /> PARKING DRIVE LANE DRIVE LANE PARKING I 111E111E111E1I IE1I IEI I IEI I I <br /> APPROVED SUBGRADE <br /> I I III-111EI 11E11 IEI I I—III—I <br /> 12.00%_ _2.00% 2.00%_ _2.00% 1 11 I 11 I 11 I 11 I 11 I 11 <br /> �� —II IEI IEI I IEI I IEI <br /> 4" TOPSOIL\ 4" TOPSOIL 1E111E11 1 <br /> AND SOD 8618 CURB AND SEE INSET A AND SOD INSET A <br /> B618 CURB GUTTER (OUTFACE) B618 CURB <br /> AND GUTTER AND GUTTER <br /> BOULEVARD <br /> (72' RIGHT OF WAY) <br /> 1/2" EXPANSION JOINT EVERY <br /> 60', CONTRACTION JOINT EVERY <br /> 6 2" MN/DOT 2340 TYPE 41B WEARING <br /> 4" STEEL TROWLED <br /> ROW ROW MEMBRANE CURING COMPOUND <br /> EDGES AND JOINTS F//®®®///�/ �- COURSE (41WE650000 P64-22) <br /> 56' ROW (200 SF/GALLON) (STD. WALK <br /> COARSE BROOM AND MEDIAN ONLY) 6" MN/DOT 2211 CLASS 6 <br /> CL I FINISH 4" CONCRETE WALK OR MEDIAN III—III—III = AGGREGATE BASE <br /> 15' 5' 6' 13' 11' 8' 7' 5' _ 15' (3A32) OR 4" EXPOSED AGGREGATE —III— — APPROVED SUBGRADE <br /> 11 <br /> BUILDING SETBACK I WALK BLVD. DRIVE LANE DRIVE LANE PARALLEL BLVD. CONC. I BUILDING SETBACK —I 'P CONCRETE WALK (3Y43) — = = <br /> PARKING WALK ::::,::.)'. -••"�;?:^' `';-:`'>.:'-':':':'_ .- `.2. .'_ 6" CL.-5 (CONCRETE WALK)I <br /> I—I I I—,I I li I ,I I—III 1.1—III 4" SELECT GRANULAR (CONCRETE MEDIAN) <br /> 2.00% <br /> II1 COMPACTED, APPROVED <br /> SUBGRADE BITUMINOUS TRAIL SECTION <br /> Revisions <br /> 4" TOPSOIL AND SOD SEE INSET A B618 CURB AND 4" TOPSOIL <br /> GUTTER (TYP.) AND SOD CONCRETE WALK <br /> STATE AID STREET <br /> (56' RIGHT—OF—WAY) <br /> 6 1/2„ R <br /> 1/2" - 3" R co TOP BIT. <br /> MAT. CERTIFICATION <br /> ` 1 3" R M <br /> \ <br /> ROW ROW <br /> I HEREBY CERTIFY THAT THIS PLAN WAS <br /> 100' ROWco 13 3/4" P`R FOOT PREPARED BY ME OR UNDER MY DIRECT <br /> 1 �I I N SUPERVISION AND THAT I AM A DULY <br /> \ ` LICENSED PROFESSIONAL ENGINEER UNDER <br /> THE LAWS OF THE STATE OF MINNESOTA. <br /> I 15' 14' 21' 26' 21' 18' 15' I N <br /> BUILDING SETBACK CONC. WALK/ BLVD. MEDIAN TRAIL / BLVD. I BUILDING SETBACK 1 >' KIMLEY-HORN ANDASSSOCIATES,INC. <br /> 8' 13' Q 13 8' - (10' TRAIL WIDTH) N FIRM <br /> PARKING DRIVE LANE DRIVE LANE PARKING I 8" 12" BASE <br /> 12/29/2005 20738 <br /> DATE: LIC.NO. <br /> I 2.00% 2.00%_ I <br /> 2.00% _2.00% — 2.00%_ 2.00% I 8612 CURB & GUTTER <br /> — J B.HORN,PE <br /> �� 6 DRAWING NAME <br /> 4" TOPSOIL 411 TOPSOIL 1/2 3 R ro NwQuAD_SITE-PLANOI <br /> AND SOD B618 CURB AND B618 CURB AND <br /> GUTTER (OUTFACE) GUTTER (OUTFACE) SEE INSET A AND SOD a ` 1 M TOP BIT. DESIGNED BY: RIG <br /> B618 CURB B618 CURB 13 3" R MAT. DRAWN BY: RIG <br /> AND GUTTER AND GUTTER =N cO 3/4" PER FOOT CHECKED BY: AEC <br /> URBAN AVENUE \ ° DATE: 12/29/2005 <br /> (100' RIGHT OF WAY) \_ KHA PROJECT NO. 160535000 <br /> a PROJECT TITLE <br /> EXIST. EXIST. EXIST. 8" 18" BASE NORTHWEST <br /> R W 10' WIDE ROW CLN ROW 14' WIDE ROW QUADRANT <br /> ROW DEDICATION ROW DEDICATION <br /> FOR OLD HIGHWAY 8 I FOR OLD HIGHWAY 8 I 6618 CURB & GUTTER REDEVELOPMENT <br /> (WEST SIDE) 80' EXISTING ROW (EAST SIDE) <br /> 1 I 1/2" R 6" 1/2" <br /> 3" R 3/8" <br /> 6' 8' I 7' 1 12 _ _ 14' 4' 112' _ _ _ _ _ _ -12' 12' 5 110' _ _ 8 �� 6 - ` 1 <br /> WALK BOULEVARD BI E LANE DRIVE LANE DRIVE LANE TURN LANE DRIVE LANE DRIVE LANE BIKE P RKING BOULEVARD WALK 13 3" R TOP BIT. <br /> r LANE T <br /> = m `4. 1/2" PER FOOT <br /> 1 1 I I • 1/2" R° n <br /> 2.00% I I a a , SHEET TITLE <br /> I <br /> \,--I 1 8" 18" BASE <br /> 8624 CURB AND 8624 CURB AND TYPICAL SECTIONS <br /> SEE INSET A <br /> GUTTER (OUTFACE) GUTTER (OUTFACE) <br /> 8624 CURB 8624 CURB <br /> AND GUTTER AND GUTTER B618 CURB & GUTTER <br /> OLD HIGHWAY 8 (OUTFACE) <br /> FOR INFORMATION ONLY DRAWING NUMBER <br /> C04 <br />