Laserfiche WebLink
LEGEND <br />PERMANENT ASPHALT <br />CURB AND GUTTER <br />SIDEWALK <br />_ BRICK PAVERS <br />SEED AND MULCH <br />I///A <br />LW W <br />NGTF0 <br />I. DISTURBANCE OF RESIDENT LANDSCAPING SHALL BE <br />AVOIDED WHENEVER POSSIBLE. <br />2. NEW IMPROVEMENTS SHALL BE TIED INTO E05TING <br />AT EXTENTS SHOWN. APPROxIMATELY <br />STA. 103+36.50. <br />3: BRICK PAVERS SHALL BE PAVESTONE CRASSTONE <br />PAVERS OR APPROVED EQUAL. <br />PROGRESS SET <br />NOT TO BE USED FOR CONSTRUCTION <br />July 14, 2017 <br />DATE PRINTED <br />OLSSON ASSOCIATES <br />5325 <br />df 5320 <br />Er <br />'ER If <br />M'R <br />0 <br />26 <br />gw <br />� a <br />N <br />I <br />0' 5' 1O' 20' <br />SCALE IN FEET <br />A <br />DRIVEWAY ACCESS <br />1205 SPRUCE STREET <br />= <br />Curve walk connection per <br />homeowner request <br />1692 SF OF SEED AND MULCH <br />INSTALL NEW 4WALK <br />RETURN BRICKS TO HOMEOWNER <br />i6 <br />�W <br />EXISTING WATER MAIN SPRUCE STREET <br />EXISTING STORM DRAIN <br />J s <br />as ss <br />EXISTING SANITARY SEWER <br />SS <br />INSTALL 120 LF OF <br />MOUNTABLE CURB <br />AND 2' GUTTER <br />W <br />INSTALL 56 5F OF <br />3'WIDE CONCRE <br />SI <br />3'DWWALK <br />DINSTALL 710 SF OF BRICK PAVERS <br />0 HA <br />INSTALL 10 LF OF <br />6" CURB AND GUTTER <br />SEE DETAIL C <br />INSTALL 1563 SF OF 6.25" DEPTH <br />PERMANENT ASPHALT, <br />SEE DETAIL A <br />INSTALL 20 LF OF <br />MOUNTABLE CURB AND <br />Pi GUTTER <br />a OH <br />—0— — <br />CUL—DE—SAC BACK OF WALK PROFILE <br />1+55 'I ���///' <br />O _ EINSTALL 810 SF OF 4' W1DE CONCRETE SIDEWALK_ <br />I INSTALL 0 LF OF <br />/6" CURB AND GUTTER <br />I SEE DETAIL C <br />INLET AND PIPE PROFILE <br />5325 5325 <br />5320 5320 <br />0+00 <br />5325 <br />1+00 1+55 <br />CUL—DE—SAC FLOWLINE PROFILE <br />5325 <br />5320 <br />0+00 <br />s on <br />REVISIONS <br />XISTING SURFACE <br />�M/ 4690 Table Mountain Drive <br />O 1OLSSON Suite 200 <br />Golden, CO 60403 <br />TEL 303.237.2072 <br />ASSOCIATES FAX 303.237.2659 <br />5320 <br />1+00 1+50 <br />PROPOSED SURFACE <br />gnef Ty: <br />W <br />0 I,,- <br />Po <br />led <br />CU <br />200 00 <br />5325 <br />5 <br />50 ' TYPE R INLET <br />STA: 0+74.57 <br />N -1234966.37— <br />E=310421222 <br />DRIVEWAY ACCESS <br />1210 SPRUCE STREET <br />EXI, TING SURFACE <br />5320 <br />5315 <br />PROPOSED SURFACE <br />CONTRACTOR TO CORE <br />INTO EXISTING BOx <br />CULVERT AND SEAL <br />CONNECTIONS WITH <br />NON—SHRINK GROUT <br />5315 <br />4.75" ASPHALT <br />GRADING SG <br />NOTE: <br />PAVEMENT SELECTION IS PER THE PAVEMENT <br />DESIGN REPORT — SPRUCE STREET PAVEMENT <br />DESIGN FOR LOUISVILLE, CO. DATED JULY 10. <br />2015 BY BRIERLEY ASSOCIATES. <br />DETAIL C <br />VERTICAL CURB AND GUTTER <br />53101 5310 <br />0+00 0+27.39 0' 20' <br />CITY OF LOUISVILLE <br />E. r'Il% EICt EIIJ 5uille <br />.I R <br />SCALE IN FEET <br />10' <br />0' <br />SPRUCE STREET CUL-DE-SAC <br />IMPROVEMENTS <br />HWY 42 DRAINS SOUTH <br />TO INLET AT PINE STREET <br />DETAIL A <br />1.5 ASPHALT <br />GRADING SX <br />6.25" H. <br />ROADWAY PAVEMENT SECTION <br />DETAIL B <br />CURB AND GUTTER TYPE 2 <br />5" MOUNTABLE - 2' GUTTER <br />CALL UTILITY NOTIFICATION <br />CENTER OF COLORADO <br />811 <br />-susrvess Onvs Iry ADvnrvGE <br />BEFOREYOURKI GOF UNDERGROUND <br />FOR THE MARKING IxEmBER UTILITIES�GROUNO <br />STORM SEWER PLAN AND PROFILE <br />PP <br />SHEET 6 of 9 <br />10 <br />