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LOT 1, BLOCK 1 <br />0 <br />w <br />' `z <br />0 2-S <br />ti ui10 <br />Z� <br />•!i ib <br />m <br />ooh <br />a. <br />8 <br />1� I <br />Sounds True, <br />/1 <br />f <br />GRANULAR <br />BEDDING <br />MATERIAL <br />NOTES: <br />1P" <br />SELECT BACKFILg p5% MIN, <br />STORM SEWER <br />GRANULAR BEDDING SECTION <br />1, DEPTH OF BEDDING BELOW PIPE' <br />D d(MIN.) <br />27' & SMALLER 3° <br />30' to 60' 4' <br />66° & LARGER 6' <br />2, GRANULAR BEDDING SHALL BE PLACED FROM THE TRENCH BOTTOM TO <br />THE HORIZONTAL CENTERLINE OF THE PIPE. <br />3, SELECT BACKFILL FROM THE CENTERLINE TO 12' ABOVE THE PIPE <br />SHALL BE PLACED IN 6' LIFTS AND HAND COMPACTED TO 95%. <br />REVISIONSL CITY OF LOUISVILL <br />DATE BY ENGINEERING DEPARTMENT <br />STORM SEWER <br />+ STRM1 TYPICAL TRENCH SECTION <br />WALK <br />6' <br />1112 <br />MAX. <br />DRAWN BY: DATE <br />M.L. JAN. 94 <br />APPROVED DATE <br />BY: D.B. JAN. 94 <br />SHEET_ 45_OF_81_ <br />_ 112 <br />MAX. <br />4' <br />MID -BLOCK PLAN <br />DEPRESS <br />BACK OF <br />RAMP * <br />ELEVATION <br />* 1-1/2"–VER11CAL CURB <br />1" CURBWALK <br />6' <br />REVISIONSIMCITY OF LOUISVILLE <br />DATE BY ENGINEERING DEPARTMENT <br />STR20 <br />DATE BY <br />HANDICAPPED MID—BLOCK RAMP <br />REVISION <br />WALK <br />p <br />PLAN VIEW <br />TABLE -1 <br />TYPE OF LENGTH OF <br />WALK PLATE <br />4' ATT. 4'-4' <br />8' ATT. 8'-4' <br />4' BET. VARIES <br />B <br />L_ <br />5' MIN. <br />-EXPANSION JOINT <br />--- 5' MIN. --- <br />B <br />lib'SEE SHEET 69 OF 81 <br />6' MIN. <br />FOR SECTIONS <br />ISOMETRIC VIEW <br />REVISIONS`CITY OF LOUISVILLE <br />DATE BY ENGINEERING DEPARTMENT <br />whit STRIO <br />1 / <br />DRAWN BY: DATE <br />M.L. JAN. 94 <br />APPROVED DATE <br />BY: D.B. JAN. 94 <br />SHEET_76 _OF_81 _ <br />SIDEWALK CHASE <br />VERTICAL <br />CURB & GUTTER <br />1/2"i <br />MEDIAN <br />CURB & GUTTER } <br />6" <br />TYPICAL <br />CURB & GUTTER <br />AT DRIVEWAY <br />NOTE: <br />6" <br />2"i <br />DRAWN BY: DATE <br />M.L. JAN. 94 <br />APPROVED DATE <br />BY: D.B. JAN. 94 <br />SHEET_C$_OF_$1 _ <br />1 1/2"-- — <br />2'– O" <br />1 1 /2"R.-- <br />1 1/2" -y <br />._ <br />1'-0"--- <br />1 1/2"R.----- <br />1 <br />/2"R.--...1 1 /2"R. \ /- <br />2-0" <br />1 1 /2"R.--iN / <br />-- 4 1/2" <br />1 1/2"R. <br />�6. <br />t <br />12" <br />-- 4 1/2" <br />6" <br />12", <br />SEE NOTE 1. <br />1. AT THE LOW POINT(S) OF EACH MEDIAN, A 1"x4" BOARD SHALL BE USED TO <br />FORM A SLOT IN THE MEDIAN C. & G. THROUGH WHICH DRAINAGE CAN SEEP. <br />REVISIONS 1111 <br />MCITY OF LOUISVILLE <br />DATE BY ENGINEERING DEPARTMENT <br />STR9 <br />APPY DATE <br />STREET CURB & GUTTER <br />Design ✓L8 Drawn 18 <br />Checked JIB Checked ✓L8 <br />Date 10/04/04 <br />Job No. 1183 <br />0— 11831 <br />DRAWN BY: DATE <br />M.L. JAN. 94 <br />APPROVED DATE <br />BY:D.B. JAN. 94 <br />SH EET_6.Z_OF_$1__ J <br />6' VERT. C. & G.1 <br />1 1/2' <br />6'-1 <br />6' VERT. C. & G, <br />LB. <br />-- �1 <br />1/2' <br />[ 6° <br />2.0% <br />LENGTH (SEE TABLE SHEET 68) <br />MIN. 1.0% <br />SECTION A -A <br />FLOW FROM GUTTER <br />2.0% <br />2.0% <br />SLOPE <br />VARIES <br />SLOPE <br />_ VARIES <br />NO, 3 REBAR 6' LONG WELDED <br />TO PLATE AT 18' O.C. EACH <br />SIDE (1/2" ANCHOR BOLT MAY <br />BE USED.) <br />EXP. JOINT <br />E MIN. <br />SECTION A -A <br />FLOW TO GUTTER <br />b2' <br />NON–SLIP RAISED PATTERN <br />STEEL PLATE FOR THICK– <br />NESS, T.P., SEE CHART. <br />vY ///iii////////ii,r <br />J 1 3/8' <br />E=8' WHEN FLOW IS FROM GUTTER <br />6° WHEN FLOW IS TO GUTTER <br />EXP. JOINT <br />VARIES <br />WO <br />4' MIN. <br />2 E PLUS WIDTH OF OPENING <br />SECTION B -B <br />12' MIN. <br />MULTIPLE CHASE <br />WHEN OPENINGS ARE LARGER THAN 18' <br />REVISIONS az CITY OF LOUISVILLE <br />DATE BY ENGINEERING DEPARTMENT <br />2-95 M.L. <br />STR11 <br />SIDEWALK CHASE <br />CAP STONE —\ <br />ELEV PER PLAN <br />POND <br />FINISH. GRADE <br />PER PLAN <br />8" THICK REIFORCED <br />CONCRETE FOUNDATION <br />#4 ®12" EACH WAY <br />EXP. JOINT <br />W.O. T.P <br />WIDTH THICKNESS <br />OF OPENING OF PLATE <br />6" 3/8' <br />6"-12" 1/2' <br />12'-18' MAX. 9/16' <br />�I 4 <br />DRAWN BY: DATE <br />M.L. JAN. 94 <br />APPROVED DATE <br />BY:D.B. JAN. 94 <br />SHEET_ 69OF81_ <br />STREET <br />UNIT CORE FILL <br />(3/4" CRUSHED ROCK <br />OR STONE) <br />PERFORATED DRAIN <br />DISCHARGE INTO STORM <br />OUTLET <br />BASE LEVELING PAD NOTES: <br />1. THE LEVELING PAD IS TO BE CONSTRUCTED <br />OF CRUSHED STONE OR 2,000 PSI± <br />UNREINFORCED CONCRETE. <br />2. THE BASE FOUNDATION IS TO BE APPROVED <br />BY THE SITE GEOTECHNICAL ENGINEER PRIOR <br />TO PLACEMENT OF THE LEVELING PAD. <br />STANDARD UNIT <br />WIDTH: 18" <br />*DEPTH: 21" <br />HEIGHT: 8" <br />*WEIGHT: 115 LBS <br />SLOPE CUT <br />REVISIONS <br />DATE BY <br />JUN. 01 M.T.L. <br />STR13 <br />8" CAP UNIT <br />KEYSTONE STANDARD UNIT <br />FINISHED GRADE <br />LI <br />w <br />0 <br />z <br />SEE NOTES ON SHEET 70 OF81 <br />L CITY OF LOUISVILL <br />ENGINEERING DEPARTMENT <br />STANDARD RAMP DRIVE <br />64 <br />UNREINFORCED CONCRETE OR <br />CRUSHED STONE LEVELING PAD <br />MINI CAP UNIT <br />WIDTH: 18" <br />*DEPTH: 10" <br />HEIGHT: 4" <br />*WEIGHT: 45 LBS <br />CRUSHED ROCK OR <br />UNREINFORCED CONCRETE <br />LEVELING PAD <br />STANDARD UNIT/BASE PAD ISOMETRIC VIEW <br />MODULAR BLOCK WALL <br />12' GRID LENGTH <br />REINFORCED <br />BACKFILLL <br />UNIT CORE FILL <br />(3/4" CRUSHED <br />ROCK OR STONE) <br />PERFORATED DRAIN PIPE <br />DAYLIGHT ON SITE <br />NON -DETENTION POND WALE NOTES: <br />1. INSTALL GEO GRID BEGINNING AT 1' ABOVE BASE AT <br />2' INTERVALS TO WITHIN 1' OF TOP OF WALL <br />2. OBTAIN APPROVAL FROM ARCHITECT OR OWNER FOR TYPE <br />AND COLOR OF MODULAR UNIT <br />N <br />0W <br />W J <br />m0 <br />z r i— <br />wcaW <br />W Z m <br />(n Q V) <br />MONOLITHIC POUR <br />DRAWN BY: DATE <br />M.L. JAN. 94 <br />APPROVED DATE <br />BY:D.B. JAN. 94 <br />SHEET_71 _OF_81 _ <br />3. ALL CAP STONES SHALL BE SECURELY FASTENED TO THE WALL UNIT <br />USING MANUFACTURERS APPROVED ADHESIVE <br />4. PERFORATED DRAIN PIPE SHALL BE 4" EXTERIOR CORRUGATED HDPE <br />WITH FABRIC WRAP INSTALLED BY MANUFACTURER <br />SECTION A -A <br />APPROXIMATE <br />EXCAVATION LINE <br />5. ALL BACKFILL, OTHER THAN THE CORE FILL ZONE BEHIND THE WALL <br />SHALL BE ON SITE MATERIALS FREE OF ORGANICS OR STONES <br />LARGER THAN 2" DIAMETER. COMPACTION SHALL BE IN ACCORDANCE <br />WITH THE SOILS REPORT FOR THE SITE. <br />GENERAL NOTES: <br />1. STONE COLOR TO BE SELECTED BY OWNER OR ARCHITECT. <br />2. ALTERNATE VERTICAL JOINTS BY OFFSETTING BLOCK 1/2 OF LOWER <br />BLOCK. <br />3. PROVIDE EXPANSION JOINTS EVERY 25' MAXIMUM AND AT ANGLE <br />POINTS. <br />4. CAP STONE SHALL BE 1" WIDER THAN MASONRY STONE. ELEVATION <br />SHOWN ON PLANS INDICATES TOP OF CAPSTONE ELEVATION. <br />5. GROUT EVERY CELL AND PROVIDE #4 REBAR VERTICALLY TO <br />BOTTOM OF CAP STONE. TIE REBAR INTO BASE STEEL. <br />6. SYSTEM SHALL BE ENGINEERED BY SUPPLIER OR THEIR AGENT FOR <br />THE GIVEN DESIGN PARAMETERS AND SOIL CONDITIONS. <br />7. USE GEOWESTERN BY AMA STONE, LITTLETON COLORADO, OR <br />APPROVED EQUAL. <br />918 ELDORADO LANE <br />LOUISVILLE, COLORADO 80027 <br />PHONE: 303.604.1634 <br />FAX: 303.604.1674 <br />Civil Engineers <br />1 <br />TOP OF BANK <br />AS NOTED ON PLAN <br />MAX WS PER PLAN <br />1 L` <br />4 (MIN) <br />BOTTOM OF SLOPE / '— FLOW LINE OR <br />AS NOTED ON PLAN <br />TRICKLE CHANNEL <br />GRASS LINED POND <br />WITH LANDSCAPE FEATURES <br />GENERAL POND MINIMUM SECTION <br />DETENTION POND GRADING <br />DETAILS <br />LOT 1, BLOCK 1, BUSINESS CENTER AT CTC <br />NE CORNER OF ARTHUR AVENUE AND CHERRY STREET <br />CITY OF LOUISVILLE, COUNTY OF BOULDER, STATE OF COLORADO <br />11 <br />4 (MIN) <br />CITY OF LOUISVILLE <br />APPROVAL <br />By <br />Date: <br />Document Approval Expires: <br />This document was reviewed for conformance with City of <br />Louisville Design and Construction Standards. City approval <br />does not relieve owners, design engineer, or controactor of <br />responsibility to correct errors or ommissioins relating to <br />this document. <br />SHEET <br />DET 1 <br />OF 1 SHEETS <br />©COPYRIGHT JIB ENGINEERING CONSULTANTS <br />