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Home My WebLink AboutZ-6752 Map101.6'5 102.. . 02.2 5 TW 105.00 E;W 10 1. 10 PROPOSED RETAIN N& WAL-L -1 PR01505ED PARKINI& PAVILUON -� TW 103.00 - +. BW 101.00 101.2 100.88 - PROPOSED INL-15T - RIM 100.50 INV 1550 TW 1.02.00 - BIN 100.131 DUI.DIN& E>ET BACK - PROP05E7 RETAINING WAIL -- PROPOSED YNALh: - PROPOSED .NAL.K "r0 IR EA ENTRY E:XISTIN& FENCE- R.0.1N TW 102.00 B W 100.117 - TW 102.00 BW gq.?5 PROP05ELJ DRIVEWAY WIT, -4 PAVING PATTERN 101.26 - `0005 b" ND5 CAST IRON GHANNNEL DRAT NDS X666 (ORAFPROVE:D ECtiJAL)' RIM 100.91 TOP OF STEP f INV gb.91 BOTTOM OF WALL �-- TOP OF WALL �- rt'tIM 100.0 rw 9_b.00 !s* f Ce + PROP05ED 5110T ELEVATION EAST N& EE' � 1DUt0 a 101.00 100 .0 7 z'.•' TW 10S00 y° a=� BW 10 -.0c, '110 1.100 IN % BW 9q.'I4 TW 103.0c7,'' BW 9q.�-o m Tr -1-61.00 C GL EANGLlf .l g-.58 > INV 97.55 c T^95.68 TW 103.00 BW 84.51 BW 100.95 T5,9 5.01 E55 14.51 TW 102.00 TW 85.68 -� BW 10'0.92 BW 85.51 rW 102.00 BW q l.55 95,5 TW 102.00 DAYLIGHT q5.54 q 15 24 T W 9 5.611 BW 95.24 PROPOSED DRY5TACK WALL T W 9 5.611 BW 94.g3 PROPOSED PAVED PARKING AREA \ \ p.�Ir` y4A2 \4% TW 102:00 � X .68 W 1amv' X1.92 g�.51 BW '100.87 \\ 4rr PROPOSED 5TEP5 / /^te TW 95.68 BW 94.15 g 1.2E, TW g5.bb BW 93 26 RESIDENCE ' 1 F.F.E. 100.00 TW 84.55 ,` 1 ' BW 93.26 TW 94.85 \. BW 92.47 ,\ 1, PROPOSED NEW E VTRY \ KITH COLUMNS AND \ COVERED PORCH IF 1 ' \ 1 Y " V1 GRADING NOTE5 1. GONTRAGTOR 15 RESPONSIBLE TO PROVIDE POSITIVE DRAINAGE IN ALL AREAS AWAY FROM BUILDING ED&E5, DOORWAYS. 2. ALL DOWN SPOUTS ARE TO HAVE A CORRUGATED PLASTIC DRAIN LINE CONNECTION WHICH SHOULD DRAIN TO THE APPROPRIATE DRAIN SYSTEM. 5. FIN15H FLOOR ELEVATIONS ARE ASSUMED FOR &RAVING PURPOSES ONLY. 4.5LOPE ON PAVEMENT MUST MAINTAIN A MINIMUM 0.5 % AND NOT TO EXCEED A MAXIMUM SLOPE OF 5.0%. 5. ALL 5UB5URFAGE PIPES MUST MANTAIN A MINIMUM SLOPE OF 0.5%. 6. DIMEN51ON5 AND SPOT ELEVATIONS MAY VARY ON SITE. SHOULD THE CONTRACTOR FIND DISGREPANGIE5 IN THE PLAN IT 15 HI5 RE5PON51BLITY TO NOTIFY THE LAND5GAPE ARGHITEGT BEFORE GONTINUIN& WORK. LEGEND 55 50TTOH OF STEP T5 TOP OF STEP 5 L1 BOTTOM OF WALL TW TOP OF WALL CsJ�f� WATERFLOW DIRECTION ----- WEEPHOLE + PROP05ED 5110T ELEVATION -- 51,1$SURFACE DRAINLINE FLOW DIRECTION/ PERCENT OF SLOPE ------------ 5U55URFACE DRAINLINE 2% DIRECTION AND PERCENT OF SLOPE q2.4 1 � FOR PAVED AREAS EXISTING SPOT ELEVATION RIM 100.0 INV 98.00 PROP05ED GLEAN OUT FOR 5U$5URFACE DRAINLINE5 PROPOSED INLET PROP05ED CHANNEL DRAIN PROPOSED 5WALE POINT OF DAYLIGHT FOR 5U55URFACE DRAINLINE5 0 4 8 16 x SCALE IN FEET GRADING PLAN Seal Drawing Type - GRADING PLAN Project No. Date 5/27/99 Revisions LANDSCAPE ARCHITECTS RUSSELL ROBERTS LTD. 1601 N. UNIVERSITY SUITE 260 LITTLE ROCK, AR 72207 (501)280_0123 SHEET G 1 101.63 1021.. 1 10225 TN 103.00 ON 101.10 PROPOSED RETAINING NALL - PROP05ED PARKING PAVILLION - TN 103.00 ON 101.00 10132 100.88 - PROP05EDINLET - KIM 100.50 INV 98.50 TN 102.00 ON 100.8'7 BUILDING 5ET BAGK PROPOSED RETAINING NALL - PROP05E0 WALK - 9 9.16 PROPOSED WALK TO REAR ENTRY EXISTING FENGE R.O.I. I I t 1 1 TN 10 ' BN 100.80.5 1 TN 102.00 ON 99.15 11 PROPOSED DRIVEWAY WITH PAVING PATTERN 101.26 - 100.:5 6" NDS GA5T IRON GHANNNEL GRATE NDS #666 (OR APPROVED EQUAL) RIM 100.9 1 INV 98.9 1 SIM 100.0 _ -•-_-- - ._-.- / INV 9_8.00 EXISTINfa EE - 100.50 � 101.00 100.9 1 i `, := TN 101340 ON 10 1. 1.00 ' TN 101.00 \ BN 99.14 .:''• ••" � \ TW 108.00:''• �u BN 99.5t] , T TN, a•� i .00 � $'YQ 9 9.14 . �• GLEAh19U fi ~� J --RIN199.38 �� \\ $�-✓ 1_. INV 91.88 TN95.68 \ ON q4.51 TN 103.00 TS 95.01 �- BN100.95 \ X9.53 8594.51 TN 102.00 TN 95.68 ON 00.92 ON 95.51 TN 102.00 \ ON 99.53 9551 \ TN 102.00 \ BN,[9.95, \ L \TW 102.00 (aN 95.68 TW ld5yV" 8� � yA ON PROP05'15.51ED STEPS BN 100.1 TN 95.68 ON 94.18 - DAYLIGHT q5.54 J / TN95.68 / r BN 95.24 - - PROPOSED DRYSTAGK NALL TNS 5.68 ON 94.93 PROPOSED PAVED PARKING AREA 0 T, 2.4'1 1\ 0 1,50019123 \ V TN 95.68 ' RESIDENCE ON 93.26 I \\ F.P.E. 100.00 "� !\ TN 94.85 JJ ON 93.26 TN 94.85 ON PROPOSED NEN ENTRY -- \ KITH COLUMNS AND COVERED PORCH \ \\ 1 � \ 1 I , \ ------------- --------- ---- --- -- ----____-___--________%_---_______-___-___-___---- -- 11... ,94+ h,0p)-&td Id 6A &K-AVING NOTES 1. CONTRACTOR 15 RESPONSIBLE TO PROVIDE POSITIVE DRAINAGE IN ALL AREAS AWAY FROM BUILDING EDGES. 00ORNAY5. 2. ALL DONN SPOUTS ARE TO HAVE A CORRUGATED PLASTIG DRAIN LINE CONNECTION NHICH SHOULD DRAIN TO THE APPROPRIATE DRAIN SYSTEM. 3. FINISH FLOOR ELEVATIONS ARE A55UMED FOR GRADING PURPOSES ONLY. 4. SLOPE ON PAVEMENT MUST MAINTAIN A MINIMUM 0.5 % AND NOT TO EXGEED A MAXIMUM SLOPE OF 5.0%. 5. ALL SUBSURFACE PIPES MUST MANTAIN A MINIMUM SLOPE OF 0.5% 6. DIMENSIONS AND SPOT ELEVATIONS MAY VARY ON SITE. SHOULD THE CONTRACTOR FIND D15GREPANGIES IN THE PLAN IT 15 HI5 RE5PON5113LITY TO NOTIFY THE LANDSCAPE ARGHITEGT BEFORE CONTINUING NORK. LEGEND 135 50TTOM OF STEP T5 TOP OF STEP BI''I BOTTOM OF WALL T►"i TOP OF WALL Csv`U`- NATERFLON DIRECTION ----- NEEPHOLE + PROPOSED SPOT ELEVATION 5 % SU55URFAGE DRAINLINE FLON DIRECTION/ PERCENT OF SLOPE SUBSURFACE DRAINLINE • ■y DIRECTION AND PERCENT OF SLOPE 9<^ a j � FOR PAVED AREAS EXISTING SPOT ELEVATION RIM 100.0 INV 98.00 PROPOSED CLEAN OUT FOR SUBSURFACE DRAINLINES I I t 1 1 TN 10 ' BN 100.80.5 1 TN 102.00 ON 99.15 11 PROPOSED DRIVEWAY WITH PAVING PATTERN 101.26 - 100.:5 6" NDS GA5T IRON GHANNNEL GRATE NDS #666 (OR APPROVED EQUAL) RIM 100.9 1 INV 98.9 1 SIM 100.0 _ -•-_-- - ._-.- / INV 9_8.00 EXISTINfa EE - 100.50 � 101.00 100.9 1 i `, := TN 101340 ON 10 1. 1.00 ' TN 101.00 \ BN 99.14 .:''• ••" � \ TW 108.00:''• �u BN 99.5t] , T TN, a•� i .00 � $'YQ 9 9.14 . �• GLEAh19U fi ~� J --RIN199.38 �� \\ $�-✓ 1_. INV 91.88 TN95.68 \ ON q4.51 TN 103.00 TS 95.01 �- BN100.95 \ X9.53 8594.51 TN 102.00 TN 95.68 ON 00.92 ON 95.51 TN 102.00 \ ON 99.53 9551 \ TN 102.00 \ BN,[9.95, \ L \TW 102.00 (aN 95.68 TW ld5yV" 8� � yA ON PROP05'15.51ED STEPS BN 100.1 TN 95.68 ON 94.18 - DAYLIGHT q5.54 J / TN95.68 / r BN 95.24 - - PROPOSED DRYSTAGK NALL TNS 5.68 ON 94.93 PROPOSED PAVED PARKING AREA 0 T, 2.4'1 1\ 0 1,50019123 \ V TN 95.68 ' RESIDENCE ON 93.26 I \\ F.P.E. 100.00 "� !\ TN 94.85 JJ ON 93.26 TN 94.85 ON PROPOSED NEN ENTRY -- \ KITH COLUMNS AND COVERED PORCH \ \\ 1 � \ 1 I , \ ------------- --------- ---- --- -- ----____-___--________%_---_______-___-___-___---- -- 11... ,94+ h,0p)-&td Id 6A &K-AVING NOTES 1. CONTRACTOR 15 RESPONSIBLE TO PROVIDE POSITIVE DRAINAGE IN ALL AREAS AWAY FROM BUILDING EDGES. 00ORNAY5. 2. ALL DONN SPOUTS ARE TO HAVE A CORRUGATED PLASTIG DRAIN LINE CONNECTION NHICH SHOULD DRAIN TO THE APPROPRIATE DRAIN SYSTEM. 3. FINISH FLOOR ELEVATIONS ARE A55UMED FOR GRADING PURPOSES ONLY. 4. SLOPE ON PAVEMENT MUST MAINTAIN A MINIMUM 0.5 % AND NOT TO EXGEED A MAXIMUM SLOPE OF 5.0%. 5. ALL SUBSURFACE PIPES MUST MANTAIN A MINIMUM SLOPE OF 0.5% 6. DIMENSIONS AND SPOT ELEVATIONS MAY VARY ON SITE. SHOULD THE CONTRACTOR FIND D15GREPANGIES IN THE PLAN IT 15 HI5 RE5PON5113LITY TO NOTIFY THE LANDSCAPE ARGHITEGT BEFORE CONTINUING NORK. LEGEND 135 50TTOM OF STEP T5 TOP OF STEP BI''I BOTTOM OF WALL T►"i TOP OF WALL Csv`U`- NATERFLON DIRECTION ----- NEEPHOLE + PROPOSED SPOT ELEVATION 5 % SU55URFAGE DRAINLINE FLON DIRECTION/ PERCENT OF SLOPE SUBSURFACE DRAINLINE DIRECTION AND PERCENT OF SLOPE 9<^ a j � FOR PAVED AREAS EXISTING SPOT ELEVATION RIM 100.0 INV 98.00 PROPOSED CLEAN OUT FOR SUBSURFACE DRAINLINES ® PROPOSED INLET 0 PROPOSED CHANNEL DRAIN PROPOSED 5NALE POINT OF DAYLIGHT FOR SUBSURFACE DRAINLINES 0 4 8 16 711 4 SCALE IN FEET GRAVING PLAN Seal Drawing Type GRADING PLAN Project To..--.,,. Date 5/27/99 Revisions LANDSCAPE ARCHITECTS RUSSELL 8iL ROBERTS LTD. 1501 N. UNIVERSITY SUITE eco LITTLE ROCK, AR 72207 (501)2430-0123 SHEET G 1