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Home My WebLink AboutZ-4923-E Map 7292 L.F. 36'= 0 RCP O . SIOX 346.17 m I j UVJ ° GENERAL SITE PLAN NOTES: H s 7 �T BE v O I \ °® I .REMOVE ALL VEGETATION AND TOP501L FROM BUILDING FOOTPRINT AND m A 1 �- STORE FOR LATER U5E. REGRADE AND FURNISH ADDITIONAL TOP501L A5 C* z m i REQUIRED. SEED AND STRAW ALL AREAS DISTURBED BY CONSTRUCTION. RCP L.F. 0.50X ° I 2. SLOPE FINISH GRADES, SIDEWALKS, AND PAVING AWAY FROM BUILDING I I I ' I FOR POSITIVE DRAINAGE. \\ \\\\ `-/� i 3. GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS, GRADES, Y\\ I \ AND DIMEN51ONS ON SITE AND REPORT ALL MAJOR DI5CREPANCIE5 TO y I� I I I I I I� I \\\\ \\`�� \•(\ ARCHITECT. \ \ I I I 4. REMOVE ALL ITEM5 A5 NOTED. PROTECT ALL EXISTING ITEM5, IIIIIIII ,UNCTION BOX I I I STRUCTURES TO REMAIN. FL = 389.84 I 390 L.F. 66' 5. ALL CONSTRUCTION TO MEET STATE AND LOCAL CODES. RCP O 01 JUNCTION BOX G. ALL DIMENSIONS, UNLE55 OTHERWISE NOTED, ARE TO THE FACE OF CURB, o FL = 388.72 I FACE OF BUILDING OR CENTERLINE OF STRIPE. ALL CURB RADII ARE 5UNLESS L �\ �\ OTHERWISE NOTED. \``�T -7 EXCEPT WHERE INDICATED OTFERWI5E PAVING SHALL BE REGULAR DUTY L.F. 66" RCP 12.76X I PAVEMENT --4p� RETAININ 8. ALL PARKING SPADES INDICATED AS HANDICAPPED SPACES SHALL RECEIVE WALL HANDICAP PAVEMENT MARKINGS, REFER TO DETAIL 5HEET5. 9. THE CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR _� DIMENSIONS OF THE BUILDING. 10. PAINTED TRAFFIC ARROWS SHALL CONFORM TO THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES STANDARDS. Tw3z4:o�`� 522.38 - N - _ RETAINING �- �4'�I'3°E Z _ `I I- - - , - '0� WALL - °' - `- m -- -- OR THE CITY OF LITTLE ROCK STD ARDS,HW111G OVERS MORE RESTRNGTIVDS IIIIIIII ` ! m3eo.s _ _ _ _ _ _ _ - _ - 2 ROOMS. THE MAXIMUM BUILDING r \ h ` - - - - - - - - - - HEIGHT SHALL BE 55 8 TO RIDGE UNE p I U Y - - - - 13. FOR SIGNAGE REFERENCE AT -ACHED TOWNE PLACE SUITES MARRIOTT 12 BUILDING SHALL BE 4 FLOORS WITH 9 WALL _- � , I I I I I I� • _ -" DESIGN GUIDE WNEPLACE MANU ) (T SUITES SIGN O AL. .50 371.30 AAD 14. DUMP5TER SERVICE SHALL BE DURING DAYLIGHT HOURS ONLY. PE PROPOSED MARRIOTT ` ` 30'R 25 R '�-50 S.Y.5. PINE SEEDLINGS SHALL BE PLANTED ALONG THE SLOPE ALONG THE • NORTHERN PORTION OF THE SITE. 10 ` FIFE ACE � � CONCRE HEADWALL � � �� - FL - 370. TQJQME 2.357 IFEPLACE SUITES \ j G. AN AUTOMATIC IRRIGATION 51TEM SHALL BE INSTALLED IN ALL LANDSCAPE �F'FLPOORKING ROOMS v O CURB (TEP) --^-- AREAS. I I I I I I I I I \I \ 10 CONCRETE 7220 ' I I i I I I __ - 9' rn I I �-- (� OF STRIPE I ,.....I ` O PPE PE ANDSCA ....-.I 6... 3 370.90 X371 +k}" - O O U R _ '`I 4- 76.90- w " W IIIIIIII i \I\- I I I N 1` 78 0 TYP.) �' _ ,) I I I I I I I I I I I I I I 0 S.Y. RIP F 4" TRAFFIC YELLOW (TYP., CONCRETE 6 ILL E ALL 9FFIL - 368.50 ' _ 17CGMP T Z I I I I I I BTAI IND ..� ... ;.: .... .. 3]0. 10 c� 377.2 $70.]0 41w8 L :, -• - -., _.-. -. �_ O N - zn�, - 3]o.3s m FFIL 8.4s - NOTE: I OPEN A K -_ _ - - SEE SITE PLAN FOR \ V \ EL = 37450 I \ \I ` wu n, \ \ ♦ �- LEND F TOTAL LAYOUT ilk CONCRETE SIDEWALK N.T.S WIDTH VARIES SEE SITE PLAN T PAVING CTED TO 95% MAXIMUM�OENSITY IN ACCORDANCE WITH ASTM D 698 4 PIPE BOLLARD PAINTED 1 1 TRAFFIC YELLOW, PILLED 111 W/ CONCREFE. SLOPE TOP�� 11 OF CONCRETE \ LI 01 R7 -B 12"XG' 1 2'X 9" 3500 P.5.1. P.C. CONCRETE � 3 p Ll N I' 6" ACCESSIBLE PARKING SIGN TURNDOWN SIDEWALK l`5. N. T. S. N � o \l 3 .20 3 L.F. RCP O 0.5.5 0% .-- {L[ \J m \ \ 268 L.F. 54 ' 3' TYPE 3 SURFAVE COURSE \ RCP O 1.91 8" AGGREGATE BASE PER AHTD STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION 10" SUBGRADE COMPACTED TO 95 PERCENT MAXIMUM STANDARD PROCTOR DRY DENSITY ASTM D-698 HEAVY DUTY ASPHALT PAVEMENT (N.T.S.) 2' TYPE 3 ASPHALTIC CONCRETE SIRFACE COURSE 8' SUBGRADE COMPACTED TO 95 PERCENT MAXIMUM STANDARD PROCTOR OFY DENSITY ASTM D-698 REGULAR DUTY ASPHALT PAVEMENT (N.T.S.) NOTES PAVEMENT SUBGRADE SHALL CONSIST OF NATIVE, SILTY LEAN CLAY OR _EAN CLAY WITH SILT SOILS, OR ENGINEERED FILL MATERIAL. NATIVE SOILS SHALL BE OVER EXCAVATED AND REPLACED WITH 8 INCHES OF SELECT FILL. SELECT FILL SHALL CONSIST OF APPROVED LOW VOLUME CHANGE MATERIAL HAVING AN EFFECTIVE PLASTICITY INDEX OF 18 OR LESS AND CONTAINING AT LEAST 15 PERCENT FINES (MATERIAL PASSING THE NO. 200 SIEVE, BASED ON DRY WEIGHT). LOCALLY AVAILABLE CLAYEY GRAVEL ('HILLSIDE") MATERIALS CAN BE USED AS FILL, BUT SHOULD BE TESTED AND APPROVED PRIOR TO THEIR USE. SOLS CONTAINING ORGANIC MATTER OR DEBRIS SHOULD NOT BE USED AS FILL. SILTY SOILS, INCLUDING SOILS NEETING UNIFIED CLASSIFICATION GROUP SYMBOLS ML, SM AND CL -ML SHALL NOT BE USED. EXPOSED SUBGRADE SHALL BE PROOF -ROLLED WITH A RUBBER -TIRED CONSTRUCTION VEHICLE SUCH AS A LOADED SCRAPER OR TANDEM-AXEL DUMP TRUCK WEIGHING AT LEAST 25 TONS. THE SUBGRADE SHALL BE SCARIFIED TO A MINIMUM DEPTH OF 9 INCHES. MOISTURE CONTENT SHALL BE AT THE MATERIAL'S MAXIMUM LABORATORY DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM SPECIFICATION D-698 USING STANDARD PROCTOR PROCEDURE. SCARIFIED SUBGRADE SHALL THEN BE COMPACTED TO 95 PERCENT MAXIMUM LABORATORY DRY DENSITY. SEE GEOTECHNICAL REPORT FOR WET WEATHER CONDITIONS, ASPHALTIC CONCRETE SURFACE COURSE MIXTURES SHALL CONFORM TO SECTION 407 OF THE ARKANSAS STATE HIGHWAY AND TRANSPORTATION DEPARTMENT STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION. THE ASPHALTIC CONCRETE SURFACE COURSE SHALL BE COMPACTED TO A MINIMUM DENSITY EQUAL TO 97 PERCENT OF ASTM SPECIFICATION 0 1559 WITH A MINIMUM MARSHALL STABILITY OF 1 800 POUNDS. NOTE5 90 STALL PARKING SPACE STRIPING (N. T. S.) PAINT FIELD ROYAL BLUE ��-------77l7SEE SITE PLAN PAINT WHITE- FOR LOCATION .M...L.....1111 ............... ■Imu.00• • ■e...00uilki I.�a / uo.no.�uuo uu.. ■uuu uuuuu.00 PAINT SYMBOL PROPORTIONAL TO THIS DRAWINGACCESSIBLE P#RKING SPACE MARKER KITRAFFIC .0 VAN ACCESSIBLE PARKING STRIPING LAND5CAPING AREA REQUIRED: 10% to 20% (OF TOTAL SITE) LAND5CAPING AREA PROVIDED: 39.3% (OF TOTAL SITE) IMPERVIOUS AREA: PAVED:4G.5% (OF TOTAL SITE) BUILDING: 12.9% (OF TOTAL SITE) BUILDING HEIGHT IS 55-8• PARKING REQUIRED: I/ROOM + 10976 = 102 SPACES PARKING PROVIDED: = 102 SPACES m m NOTE: CUTTER SLOPE TO MATCH ADJACENT �I I TRAVERSE ANLONGITUDINAL MI n I 1(2' MIN, RADIUS 6' 11' MIN. P . CONCRETE 17' MAX. CONTRACTOR TO PROVIDE PRIME COAT AND TACK m COAT TO FACE OF CURB r MERE CURB CONTACTS ASPHALT. - I 15, MIN. I ASPHALTIC CONCRETE PAYING I 24° MAX. �T SEE PAVING DETAILS FOR PAVEMENT SECTIONS. SUBBASE, 112 MIN. RADIUS SUBGRADE AND COMPACTION 1 MJ AX. RADIUS REQUIREMENTS. TYPE "A" CONCRETE CURB AND GUTTER BEFORE >�� ONE CAI EXISTING LEGEND • PARKING TH15 51 GN TYPICAL AT FOUND RIGHT-OF-WAY (AS NOTED) ALL ACCE55113LE PARKING SET 1/2" REBAR W/CAP, LS 1370 SPACES STORM SEWER MANHOLE TH 15 SIGN TYPICAL AT SANITARY SEWER MANHOLE ALL VAN ACCE551BLE VAN ACCESSIBI PARKING SPACES WATER VALVE PENALTY 5IGN WITH UTILITY POLE W/GUY WORDING A5 REQUIRED UTILITY POLE BY STATE OR LOCAL LAW LIGHT POLE SINGLE LIGHT 'U" -CHANNEL SIGN POST P05T (2-1b5./ft.) , 4 PIPE BOLLARD PAINTED 1 1 TRAFFIC YELLOW, PILLED 111 W/ CONCREFE. SLOPE TOP�� 11 OF CONCRETE \ LI 01 R7 -B 12"XG' 1 2'X 9" 3500 P.5.1. P.C. CONCRETE � 3 p Ll N I' 6" ACCESSIBLE PARKING SIGN TURNDOWN SIDEWALK l`5. N. T. S. N � o \l 3 .20 3 L.F. RCP O 0.5.5 0% .-- {L[ \J m \ \ 268 L.F. 54 ' 3' TYPE 3 SURFAVE COURSE \ RCP O 1.91 8" AGGREGATE BASE PER AHTD STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION 10" SUBGRADE COMPACTED TO 95 PERCENT MAXIMUM STANDARD PROCTOR DRY DENSITY ASTM D-698 HEAVY DUTY ASPHALT PAVEMENT (N.T.S.) 2' TYPE 3 ASPHALTIC CONCRETE SIRFACE COURSE 8' SUBGRADE COMPACTED TO 95 PERCENT MAXIMUM STANDARD PROCTOR OFY DENSITY ASTM D-698 REGULAR DUTY ASPHALT PAVEMENT (N.T.S.) NOTES PAVEMENT SUBGRADE SHALL CONSIST OF NATIVE, SILTY LEAN CLAY OR _EAN CLAY WITH SILT SOILS, OR ENGINEERED FILL MATERIAL. NATIVE SOILS SHALL BE OVER EXCAVATED AND REPLACED WITH 8 INCHES OF SELECT FILL. SELECT FILL SHALL CONSIST OF APPROVED LOW VOLUME CHANGE MATERIAL HAVING AN EFFECTIVE PLASTICITY INDEX OF 18 OR LESS AND CONTAINING AT LEAST 15 PERCENT FINES (MATERIAL PASSING THE NO. 200 SIEVE, BASED ON DRY WEIGHT). LOCALLY AVAILABLE CLAYEY GRAVEL ('HILLSIDE") MATERIALS CAN BE USED AS FILL, BUT SHOULD BE TESTED AND APPROVED PRIOR TO THEIR USE. SOLS CONTAINING ORGANIC MATTER OR DEBRIS SHOULD NOT BE USED AS FILL. SILTY SOILS, INCLUDING SOILS NEETING UNIFIED CLASSIFICATION GROUP SYMBOLS ML, SM AND CL -ML SHALL NOT BE USED. EXPOSED SUBGRADE SHALL BE PROOF -ROLLED WITH A RUBBER -TIRED CONSTRUCTION VEHICLE SUCH AS A LOADED SCRAPER OR TANDEM-AXEL DUMP TRUCK WEIGHING AT LEAST 25 TONS. THE SUBGRADE SHALL BE SCARIFIED TO A MINIMUM DEPTH OF 9 INCHES. MOISTURE CONTENT SHALL BE AT THE MATERIAL'S MAXIMUM LABORATORY DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM SPECIFICATION D-698 USING STANDARD PROCTOR PROCEDURE. SCARIFIED SUBGRADE SHALL THEN BE COMPACTED TO 95 PERCENT MAXIMUM LABORATORY DRY DENSITY. SEE GEOTECHNICAL REPORT FOR WET WEATHER CONDITIONS, ASPHALTIC CONCRETE SURFACE COURSE MIXTURES SHALL CONFORM TO SECTION 407 OF THE ARKANSAS STATE HIGHWAY AND TRANSPORTATION DEPARTMENT STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION. THE ASPHALTIC CONCRETE SURFACE COURSE SHALL BE COMPACTED TO A MINIMUM DENSITY EQUAL TO 97 PERCENT OF ASTM SPECIFICATION 0 1559 WITH A MINIMUM MARSHALL STABILITY OF 1 800 POUNDS. NOTE5 90 STALL PARKING SPACE STRIPING (N. T. S.) PAINT FIELD ROYAL BLUE ��-------77l7SEE SITE PLAN PAINT WHITE- FOR LOCATION .M...L.....1111 ............... ■Imu.00• • ■e...00uilki I.�a / uo.no.�uuo uu.. ■uuu uuuuu.00 PAINT SYMBOL PROPORTIONAL TO THIS DRAWINGACCESSIBLE P#RKING SPACE MARKER KITRAFFIC .0 VAN ACCESSIBLE PARKING STRIPING LAND5CAPING AREA REQUIRED: 10% to 20% (OF TOTAL SITE) LAND5CAPING AREA PROVIDED: 39.3% (OF TOTAL SITE) IMPERVIOUS AREA: PAVED:4G.5% (OF TOTAL SITE) BUILDING: 12.9% (OF TOTAL SITE) BUILDING HEIGHT IS 55-8• PARKING REQUIRED: I/ROOM + 10976 = 102 SPACES PARKING PROVIDED: = 102 SPACES m m NOTE: CUTTER SLOPE TO MATCH ADJACENT �I I TRAVERSE ANLONGITUDINAL MI n I 1(2' MIN, RADIUS 6' 11' MIN. P . CONCRETE 17' MAX. CONTRACTOR TO PROVIDE PRIME COAT AND TACK m COAT TO FACE OF CURB r MERE CURB CONTACTS ASPHALT. - I 15, MIN. I ASPHALTIC CONCRETE PAYING I 24° MAX. �T SEE PAVING DETAILS FOR PAVEMENT SECTIONS. SUBBASE, 112 MIN. RADIUS SUBGRADE AND COMPACTION 1 MJ AX. RADIUS REQUIREMENTS. TYPE "A" CONCRETE CURB AND GUTTER BEFORE >�� ONE CAI EXISTING LEGEND • FOUND REBAR/PIPE (AS NOTED) A FOUND RIGHT-OF-WAY (AS NOTED) 0 SET 1/2" REBAR W/CAP, LS 1370 ® STORM SEWER MANHOLE ® SANITARY SEWER MANHOLE FIRE HYDRANT ® WATER VALVE GUTTER UTILITY POLE W/GUY x UTILITY POLE •p LIGHT POLE SINGLE LIGHT SIGN POST - W W WATER LINE - SS SS- SANITARY SEWER UNE - OH OH OVERHEAD LINE PROPERTY LINE RIGHT-OF-WAY LINE - EASEMENT LINE CONTOUR LINE oO 41 SPOT ELEVATION x N` N\F NOW OR FORMERLY PROPOSED LEGEND a HEAVY DUTY 4 A d CONCRETE PAVING HEAVY DUTY ASPHALT PAVING - SIGN CONCRETE CURB & GUTTER O PROPOSED PARKING SPACES 0 30 60 I- � J SCALE : 1" = 30 FEET REVISIONS 51TE PLAN GRAY ROCK CONSULTING, INC. Civil Engineering and Landscape Arcltecture Services 1 800 South 52nd Street, 5uite 400 Rogers. AR 72758 479.633.8330 office, 800.887.7685 fax JOB N0, PELLHAM PHILLIPS 07-217 ARCHITECT5 ENGINEERS DATE SHEET NO. I I 1 1 5. Glen5tone Springfield, Mo 65804 04-22-08 3 of Marriott TownePlace 5ulte5