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DRAWING NUMBER <br />DRAWING NUMBER <br />IRVINE, CALIFORNIA <br />PLAN HOLD CORPORATION <br />IRVINE, CALIFORNIA <br />PLAN HOLD CORPORATION <br />REORDER BY NUMBER O75AR <br />REORDER BY NUMBER O75AR <br />REORDER BY NUMBER O75AR <br />POSITION EDGE OF PRINT ON THIS LINE • <br />POSITION EDGE OF PRINT ON THIS LINE a <br />I <br />POSITION EDGE OF PRINT ON THIS LINE <br />PROPOSED CURB 8. GUTTER <br />PER CITY STANDARDS <br />PROPOSED WALK <br />4 1/2" <br />a <br />N <br />N <br />2' 0' <br />• <br />r • ..•, <br />ti.-ys :tiyw. <br />:. <br />• <br />8' OF COMPACTED SUBGRADE <br />EX. PAVEMENT TO BE <br />PROTECTED IN PLACE <br />12' MIN, DEPTH OF <br />HOT BITUMINOUS PAVEMENT <br />STRAIGHT SAWCUT OR BLADECUT EX. <br />ASPHALT PAVEMENT. PATCH SHALL <br />BE COMPACTED IN LIFTS A <br />MAXIMUM OF 3' IN DEPTH, <br />APPLY SS -1 TACK COAT TO EXISTING <br />AND CONCRETE SURFACES, <br />PATCHBACK ADJACENT TO CURB <br />fd <br />4.44 <br />fn <br />N3 <br />4> <br />Cn <br />143 <br />NTS <br />NEIGHBOR'S HOUSE <br />LOT 10 <br />4 <br />/ 4 <br />DEMOLISH & REMO <br />EXISTING BUILDING <br />50.$0 <br />Tp'r \ <br />SIS- CURB <br />52.1' j4ANDICAP ACCES <br />FF / = 5352:30 <br />.,..,, ,OLISH & REMOVE <br />', STING DRIVE; <br />A D PARKING 2.10 <br />_'535? <br />i70.2' <br />14 <br />PARCEL DESCRIP110N <br />(Provided by Security Union Title Insurance Co.) <br />LOTS 11 AND 12, BLOCK 10, <br />CALEDONIA PLACE, <br />COUNTY OF BOULDER, <br />STATE OF COLORADO. <br />BENCHMARK INFORMATION: SOUTHWEST BONNET BOLT ON A FIRE <br />HYDRANT AT THE SOUTHWEST CORNER OF MAIN STREET AND LAFAY- <br />ETTE STREET. ELEVATION = 5351.15' (U.S.G.S. DATUM ACCORDING TO THE <br />CITY OF LOUISVILLE PLANNING DEPARTMENT. ALL ELEVATIONS SHOWN <br />HEREON ARE RELATIVE THERETO. <br />EX. EDGE OF ASPHALT <br />iiiiii/(//iiL 4W27/7mirrs!i,�F,r/ <br />., <br />50. <br />a <br />_ _ E <br />5352.5- - <br />" Y. <br />i <br />ISTING BUILDING <br />= 48.4 <br />TRASH <br />ENCLOSURE <br />I 48 <br />VE 2' CONC. <br />s35o0V-PAN4 <br />o <br />50.00 <br />FL <br />a <br />c4) <br />t!) <br />2. <br />-0 <br />.73 <br />I <br />DETAIL <br />49. <br />CURB <br />CHASE <br />NEW SIb WALK,' <br />REPLACE %EX. DRIVE <br />ENTRAIN E <br />MATCH CXISTINO <br />4. <br />. <br />INV - <br />SS ss SC 0--95 ss <br />w tel w w <br />1'-6" <br />1,-0" <br />1-1/2" <br />.1-1/2" R <br />1 /2"/ft. <br />4• • <br />1•. <br />gipp.. <br />• <br />CSE .00•ATLD <br />• <br />s ' Sr se &: s 's <br />2' <br />Ste. 9r' e X . X ,i ' 39 9£ -SS ,. SS SE <br />• <br />• <br />1' -I 1 1/2 IN/FT <br />4 <br />• <br />..• <br />• • , <br />V -PAN DETAIL <br />NTS <br />6 1/2" <br />SPILL CURB DETAILS <br />NTS <br />6" <br />LAFAYETTE <br />(NOT CONSTRUCTED <br />•4 <br />SE <br />• <br />-BOW= 48.50 <br />TOW= 49.0 <br />sr Ss 99--53 SS <br />SC X_. SS SS <br />1'-0" <br />4 1/2" 1-1/2" <br />i"/ft. <br />4' <br />N <br />1-1/2" R <br />CATCH CURB DETAILS <br />NTS <br />• <br />5" <br />6" <br />of <br />0.3' <br />2 1 /4" DIA. <br />INV.=47.70 <br />TOP OF <br />WALL=49.00 <br />V <br />- 100 YEAR W.S. <br />ir, EL.=48.89 <br />0 <br />N <br />0 <br />EL.= 48.46 <br />II <br />4 - <br />NOTCH DETAIL <br />NTS <br />Ili 11,11111i 1 11111i1 0 ill 1 III <br />111 <br />11111i 1111i1 1 <br />MIN. <br />STONE <br />100 YEAR W.S. <br />EL.= 48.89 <br />2 1/4" DIA. <br />GRADING NOTES <br />1. REFER TO ARCHITECTUAL SITE PLAN FOR HORIZONTAL LOCATIONS. <br />2. ASPHALT PAVEMENT SHALL BE IN ACCORDANCE TO SOILS REPORT. <br />3. FINISHED GRADE AROUND BUILDING SHALL BE 8" BELOW FINISHED <br />FLOOR UNLESS NOTED OTHERWISE. <br />4. REFER TO ARCHITECTUAL SITE PLAN FOR SIGNAGE AND STRIPING. <br />5. THE CONTRACTOR SHALL OBTAIN ALL PERMITS NECESSARY TO COMPLETE <br />THE CONSTRUCTION GRADING IN COMPUANCE WITH ALL LOCAL, <br />STATE AND FEDERAL REGULATIONS. <br />6. CONTOURS SHOWN ARE FINISHED GRADE ELEVATIONS. <br />7. LIFTS SHALL NOT EXCEED 6" DEPTH IN FILL AREAS. <br />8. REFER TO THE SOILS REPORT FOR OVEREXCAVATION REQUIREMENTS. <br />2.0' <br />1.0' <br />a. <br />SECTICMI <br />STEEL TREAD PLATE <br />SEE DETAIL BELOW <br />3 W ROLLED STEEL TREAD PLATE <br />• 1/2" X 1" FLAT HEAD MACH. SCREW <br />BRASS OR ELECTRO -GALVANIZED FINWSL. <br />3" #4 BAR WELDED AT 12" - <br />(TYPICAL BOTH SIDES) <br />2' MIN. <br />3" DIA. MIN: <br />/" EXPOSED <br />kelt <br />COBBLE STONE <br />ANGLE IRON TO BE DRILLED AND THREADED <br />TO RECEIVE SCREW. <br />CONCRETE TO BE DRILLED TO ALLOW SCREW <br />(TYPICAL BOTH SIDES) <br />COVER PLATE DETAIL <br />CURB CHASE DETAIL <br />NTS <br />0.5' MIN. <br />,< . ': '41 <br />.1\.<4 , ..K ? <br />!ill II 11111111111 11 1111111111111iIIII III ill 1111,111.1 - Ii1111111 11111 111111111111111 111111 111111 II 41 I I 1111411111 <br />PREPARED FOR: <br />t <br />PRRT'K 8C4114DAR <br />---•--=- <br />ADJACENT LOT Li <br />EXISTING CONtoU <br />PROPOSED CON <br />CATat <br />5353.00 <br />HIGH CURB WALT; <br />SCALE: 1* <br />RICHARD C. LUBISCHER & ASSOCIATE <br />ARCHITECT <br />55 EAST 4TH AVENUE <br />DENVER, CO 80203 <br />(303) 778-6369 <br />PREPARED UNDER MY SUPERVISION - <br />THOMAS A. GARDNER P.E. <br />REGISTERED PROFESIIONAL ENGINEER NO. 19338 <br />REVISION <br />REV FF EL at 1RASH <br />2 CITY COMMENTS <br />BY: <br />DATE. - <br />DOCUMENT APPROVAL <br />EXPIRES: ,.. <br />an soman arlsiGkomea fat COmFORNIAM # t Of rOP W <br />O!SIGN ... u.' pr. ISAND+AADIi, TRY Cr *OW* $ NOT l*: <br />WOK MOON OWOOffit oR O0N**CICEI or ittaidOGaim tp'oalOr <br />{ CALL, 2-BUSIKSS DAYS ft ADVANCE <br />BEFORE YOU DIG. GRADE, OR EXCAVA <br />FOR INC MARKING °F. UN° <br />MEMBER UTILITIES, <br />s PARAGON ENGINEERING CCNSULTANTS• <br />2-29-00 5575 SOUTH SYCAMORE, SUITE: -103 <br />9-22-00 Uri -ETON; CO 80120 303-794-8604 <br />STATE FARM INSURANCE <br />1314 MAIN STREET <br />GRADING PLA <br />DESIGN: MR IDATE: 9 SCALE: <br />DRAWN: MR PROJECT NO: 99-020 <br />