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z <br />2 <br />2 <br />_z <br />DRAWING NUMBER <br />DRAWING NUMBER <br />2 <br />co <br />i <br />N <br />tt] <br />Co <br />z <br />>- <br />REORDER BY PART NUMBER 6552 <br />0 <br />co <br />141 <br />� N <br />2 <br />W Co <br />U.! <br />2 <br />2 <br />9 <br />=D o <br />Pc <br />L3 <br />Yaa <br />POSITION EOEE OF PRINT ON THIS UNE <br />L) <br />H <br />Storm Sewer M.H. <br />To.p=5334.15 _ <br />FL. N.=5321.55 <br />FL. S.=5321.45 <br />Sanitary Sewer M.H. <br />Top=5332.83 <br />FL. N.=5316.93 <br />FL S:=5316.73 <br />FL. W.=5317.23 <br />FL. W.=5325.03 / <br />/ <br />IX <br />W <br />35' <br />7 <br />2 <br />a <br />0 <br />ITING \TV\ EL' PHONE, <br />8c ESE T C I <br />II <br />II <br />II <br />II <br />EXISTING <br />DETENTION <br />POND <br />TRACT <br />B <br />EX. 2' CONCRET <br />TRICKLE CHANN L <br />5318 <br />19 <br />6 CY RIPRAP SOIL <br />(30% TOPSOIL -70% <br />RIPRAP Or12' <br />REMOVE VERTICAL FACE OF EX. <br />CONCRETE TRICKLE CHANNEL <br />GROUT AS REQUIRED TO PROVIDE <br />A SMOOTH TRANSITION FROM <br />RUNDOWN TO EL TRICKLE CHANNEL <br />Drop Inlet <br />Top Grate EL= 5320.74 <br />Invert EL= 5315.29 <br />SMOHPROVIK <br />TO' CURB - LNG -7 <br />-RUNILOWN-CRO$S SECTION, <br />10' LONG <br />CURB CUT <br />4 <br />Irrj <br />f <br />N) <br />N <br />N <br />to <br />€3 <br />• <br />• <br />2 <br />I <br />N <br />- 10' UTILITY <br />EASEMENT <br />(TYP) <br />N <br />I (( I I1 1 <br />t <br />FH <br />C) <br />C) / <br />L. / <br />a / <br />m <br />I <br />0 <br />z <br />J <br />H- <br />H- <br />0 <br />I <br />N <br />O <br />I <br />4 <br />1 <br />-z <br />0 <br />N < <br />O <br />O <br />N <br />cn <br />U <br />O <br />Q <br />a_ <br />/ -w <br />salf <br />FH <br />35' <br />1 <br />o Oa <br />SMH 18 v TPVC-- - S- <br />WV -W <br />8" WATER <br />w- <br />/� <br />//Conc. <br />/ Walk <br />- <br />E <br />{ <br />/ <br />HECLA WAY <br />(70' R.O.W.) <br />40- <br />T1 <br />s <br />VviV FWD- - <br />{ <br />CURB CUT - <br />_-- <br />Sanitary Sewer M.H. <br />Top=5332.73 <br />FL. N.= 5317.73 <br />FL. E.= 5317.68 <br />L 0 T 5 <br />DTPED <br />L 0 T 6 <br />CURB CUT <br />Storm Sewer M.H. <br />Top=5319.54 <br />FL. N.=5314.44 <br />FL. S.=5314.34 <br />PROPERLY <br />BOUNDARY <br />OW) <br />Storm Curb Inlet <br />Rim EL = 5322.00 <br />Inv. = 5312.57 <br />Storm Sewer M.H. <br />Rim EL = 5321.71 <br />Inv. (N)= 5312.38 <br />Inv. (S)= 5312.36 <br />Inv. (E)= 5312.35 <br />Storm Curb Inlet <br />Rim EL = 5322.14 <br />Inv. = 5313.09 <br />GENERAL NOTES FOR SITE IMPROVEMENTS & LAYOUT <br />1. QIOLITION AND DISPOSAL.: THE CONTRACTOR IS RESPONSIBLE FOR DEMOLITION AND DISPOSAL OF ALL <br />EXISTING UTILITIES, SITE IMPROVEMENTS, AND DEBRIS AS REQUIRED FOR CONSTRUCTION OF WORK. <br />2. SIGNING AND STRIPING: ALL SIGNING AND STRIPING WILL BE IN ACCORDANCE WITH THE MANUAL OF <br />UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND LOCAL CODES. <br />3. BASE MAPPING: BASE MAPPING BASED UPON: IMPROVEMENT SURVEY PLAT OF LOT 4, LOUISVILLE <br />PLAZA FILING NO. 2, LOCATED IN THE SW 1/4 OF SECTION 4, T1 S, R69W OF THE 6TH P.M., CITY OF <br />LOUISVILLE, COUNTY OF BOULDER, STATE OF COLORADO, DATED NOVEMBER 8, 2001, PREPARED BY: <br />ACKLAM ASSOCIATES, INC. <br />P.O. BOX 795 - 1001 EAST BRIDGE STREET <br />BRIGHTON, COLORADO 80601 <br />303-659-8546 <br />4. BENCI-JjAFK: TOP OF N.W. BONNET BOLT FIRE HYDRANT AT S.W. CORNER SO. BOULDER RD. & <br />CANNON CIR. DESIGNATED BM NO. 44 ELEVATION 5352.56 PROVIDED BY THE CITY OF LOUISVILLE <br />ENGINEERING DEPARTMENT <br />5. BASIS OF BEARINGS: ALL BEARINGS SHOWN TAKEN FROM PLAT OF LOUISVILLE PLAZA FILING NO. 2 <br />6. EXISTING SITE TOPOGRAPHY MAY NOT MATCH BASE MAPPING DUE TO EARTHEN FILL ACTIVITIES <br />COMPLETED SUBSEQUENT TO PREPARATION OF THE BASEMAPPING <br />7. 5' SIDEWALK PARALLELING PLAZA DRIVE TO BE DOWELED TO EXISTING CURB & GUTTER. <br />SEE DETAIL H/C6 & 65 OF 80/C6. <br />(INS) <br />1 inch = 20 ft. <br />ITEM ITEM <br />NO. DESCRIPTION <br />0 ACCENT PAVING CROSSWALK <br />® 6" CURB FACE <br />® 3' WIDE CONCRETE VALLEY PAN <br />® 5' WIDE CONCRETE WALK <br />® TEMPORARY ASPHALT PAVEMENT <br />4" DEPTH <br />CURB RAMP-PARKM LOT <br />® 6' WIDE CONCRETE WALK <br />® ASPHALT PAVEMENT <br />® CONCRETE PAVEMENT <br />la TRASH ENCLOSURE <br />0 BIKE RACK <br />1 SIGN <br />40 WIDE PARKING STALL <br />STRIPES AS SHOWN <br />HANDI-CAP PARKING STALL STRIPES <br />63 CONCRETE FLATWORK AROUND BUILDING <br />CO RAMP <br />PARKING LOT I„IGHT(IYP) <br />6) RIPRAP SOIL RUNDOWN <br />® REMOVE & REPLACE DC. RAMP. <br />ADJUST TO MATCH PROPOSED WALK <br />REMOVE 50 LF EXISTING <br />CURB & GUTTER. INSTALL <br />RETAINING <br />STANDARDRAMP DRIVE. <br />�L �l <br />SWALE IN CONCRETE PAVEMENT, <br />MATCH GEOMETRY OF VALLEY <br />PAN DETAIL C/C6 <br />® HANDICAP MID BLOCK RAMP <br />TEMPORARY GRASS SWALE <br />Associates,Inc. <br />oki <br />0 <br />0 <br />L <br />0 <br />co <br />m <br />80027-1849 <br />ay <br />N <br />C) <br />1 <br />N <br />to <br />M <br />C <br />0 <br />.c <br />a <br />303-673-9796 <br />i° <br />_ PROJECT # 0134A <br />DATE 3/14/2002 <br />DRAWN BY: N.1M <br />Q-Eam BY: 0.1 <br />REVISIOM <br />CIVIL SITE <br />PLAN <br />Sheet <br />Cl <br />of Sheets <br />