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HomeMy WebLinkAboutZ-4923-E Map 8292 L.F. RCP O ( �J z ° ° GENERAL SITE PLAN NOTES: I I / TLELo 6 1 1 7 BAY 1. REMOVE ALL VEGETATION AND TOP501L FROM BUILDING FOOTPRINT AND 7 = I \ / °° STORE FOR LATER USE. REGRADE AND FURNISH ADDITIONAL TOP501L AS REQUIRED. SEED AND STRAW ALL AREAS DISTURBED BY CONSTRUCTION. 2. SLOPE FINISH GRADES, SIDEWALKS, AND PAVING AWAY FROM BUILDING 189 LF. 66" RCP O 0.50% FOR POSITIVE DRAINAGE. \ I 3. GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS, GRADES, --- AND DIMEN51ON5 ON SITE AND REPORT ALL MAJOR DISCREPANCIES TO \ 1 I Illllllll ��� At I 1 i _ ARCHITECT. \ . \ \ I 1 I I 4. REMOVE ALL ITEMS AS NOTED. PROTECT ALL EXISTING ITEMS, I I I I I I I JurJcnDN Box FL 389.84 STRUCTURES TO REMAIN. \ \p\ \ \\ = 1 \ I 1 RcCPP L.F. 0.80X \ I I 5. ALL CONSTRUCTION TO MEET STATE AND LOCAL CODES, ` \\\ _ JUNCTION BOX G. ALL DIMENSIONS, UNLESS OTHERWISE NOTED, ARE TO THE FACE Of CURB, III \ \\ L 0 FL = 388.72 I FACE OF BUILDING OR CENTERLINE OF STRIPE. ALL CURB RADII ARE 61 \\ \ �\ \\� ` _� _� _� -+_ L _ I I OTHERWISE NOTED. RCP • 12 7sx - PAVEMENT.ERE INDICATED OTHERWISE, PAVING SHALL BE REGULAR DUTY 7 EXCEPT WH SE �\ \ \\ \`� \ �� ► _� �'� �." 405-�� 131 0 2.7 RETAININ 8. ALL PARKING SPACES INDICATED AS HANDICAPPED SPACES SHALL RECEIVE - WA - HANDICAP PAVEMENT MARKINGS REFER TO DETAIL SHEETS - - � R TO THE ARCHITECTURAL PLANS FOR 9 THE CONTRACTOR SHALL REFS 39$ DIMENSIONS OF THE BUILDING. I 0 PAINTED TRAFFIC ARROWS SHALL CONFORM TO T HE MANUAL OF -3g0� UNIFORM TRAFFIC CONTROL DEVICES STANDARDS. nra7s.o� RETAINING 522.381 S�'4T1II"E - _ _ _ _ z I I ALL CURB/HANDICAP RAMP DESIGNS SHALL CONFORM TO ADA STANDARDS I- - - - - ' '�� WALL - m' _ __ _ __ OR THE CITY OF LITTLE ROCK STANDARDS, WHICHEVER IS MORE RESTRICTIVE. I I I I I I I -- 2 ROOMS. THE MAXIMUM BUILDING ----- - _ U , �. _ - - - - - - - - --- - __-� = HEIGHT SHALL BE 55-8 TO RIDGE LINE. T wrae+.s E SUITES MARRIOTT 12 BUILDING SHALL BE FLOORS WITH 9 I I I I I I I\ • -' -- N MANUAL). 13 FOR SIGNAGE REFERENCE ATTACHED TOWNS PLACE WAL DESIGN GUIDE (TOWNEPLAGE SUITES SIG AL). ....37.50 37130 `'" •. {- __ 14. DUMP5TER SERVICE SHALL BE DURING DAYLIGHT HOURS ONLY. A 25'R PROPOSED MARRIOTT 30'R 50 S.Y.P15. PINE SEEDLINGS SHALL BE PLANTED ALONG THE SLOPE ALONG THE I II I i `TOWNE PLACE SUfTES-- N CONCRE HEADWALL / = NORTHERN PORTION OF THE SITE. �I 1U fl - 370. T(' RRI �_ - 4 1 ` \ 2.357 FFE 3A � t \ I ��__ _ II G. AN AUTOMATIC IGATION SYTEM SHALL BE INSTALLED IN ALL LANDSCAPE 102 PARKING SPACES rn - '\\ 77.20Ro 4 FLOORS/92 ROOMS tO CURB(TYP) _ s� ",� (� OF STRIPE DCAPE9 UFER 370.90 I I I I 76.90 I I (TYP.) , I I W 39rilx, aYl s\ \ I III IIIIIII II I II I III� 0_ 5 Y RIP 4" TRAFFIC YELLOW (TYP.' I NCRALL 19 TYP. F368.50 = lLrCOMPACT J IIIIIII I `_ 7 --_- CN 370.70 ND T ZN 3]0.35 I FL - 8.45 NOTE:. i I I I I <V)A = 374. - - - TOTAL LAYOUT FOR EL OPE SO `\\\ END OF SEE SITE PLAN 1n\ \ 0 \ - -- STRIPE I I I I _ _ 12 I 3 12 -1 I- - G&.& \ -f. -TN3G .5 RETAINING N87 -35'48"W \ WALL 522.69' f PAVING 'TED TO 95% MAXIMUM -DENSITY IN ACCORDANCE WITH ASTM D 698 "":I.{ ', 3500 P.5.1- •' P.C. CONCRETE JP °. 3N2), ACCESSIBLE PARKING SIGN TURNDOWN SIDEWALK H T 5 N.T.S. .AmommNNEiILE J m \ 3" TYPE 3 SUI COURSE 8" AGGREGATE BASE PER AHTD STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION 10" SUBGRADE COMPACTED TO 95 PERCENT MAXIMUM STANDARD PROCTOR DRY DENSITY ASTM 0-698 HEAVY DUTY ASPHALT PAVEMENT (N.T.S.) 2" TYPE 3 ASPHALTIC CONCRETE SURFACE COURSE 8" SUBGRADE COMPACTED TO 95 PERCENT MAXIMUM STANDARD PROCTOR DRY DENSITY ASTM D-698 REGULAR DUTY ASPHALT PAVEMENT (N.T.S.) PENT SUBGRADE SHALL CONSIST OF NATIVE, SILTY LEAN CLAY OR LEAN 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. SOILS CONTAINING ORGANIC MATTER OR DEBRIS SHOULD NOT BE USED AS FILL. SILTY SOILS, INCLUDING SOILS MEETING 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 D 1559 WITH A MINIMUM MARSHALL STABILITY OF 1,800 POUNDS. stli NzGscm L10 L.F. 54" RCP OO.SOX PARKING SPACE STRIPING (N. T. S.) PAINT FIELD ROYAL BLUE SEE SITE PLAN PAINT WHITE FOR LOCATION MEW -7 1NOW I \ 8'-0"-0" B \ I 4" ACCESSIBLE RAMP / 288 L.F. 54" \ RCP O 1.978 PAINT SYMBOL PROPORTIONAL VAN O TO THIS DRAWING ACCESSIBLE PARKING SPACE MARKER 900 STALL SOW VAN ACCESSIBLE PARKING STRIPING DETAILS (N.T.S.) Kell: LANDSCAPING AREA REQUIRED: 10% to 20%D (OF TOTAL SITE) LANDSCAPING AREA PROVIDED: 39.3% (OP TOTAL SITE) IMPERVIOUS AREA: PAVED:4G.5% (OF TOTAL SITE) BUILDING: 12.9% (OF TOTAL SITE) BUILDING HEIGHT 15 55-8" PARKING REQUIRED: I/ROOM + 10% = 102 SPACES PARKING PROVIDED: = 102 SPACES NOTE: RESERVED A PROVIDE Ilr E)PANSM ADJACENT PAVEMENT. PARIONC ® JOINT BETWEEN SIDEWALK AND ALL FIXED OBJECTS TH15 51GN TYPICAL AT SANITARY SEWER MANHOLE R7-5 A ALL ACCESSIBLE PARKING ® m B 5PACE5 UTILITY POLE 1, 1 MAX. RADIUS PLAN VIEW i�OEEP SSANEOTOJ�OINTJ(TYPJ� SEE SITE PLAN T115 51GN TYPICAL AT P.C. CONCRETE - W W IkV TNIOMESS PREMOLDED EXPANSION JOINT FILLER SPACED • 25' O.C. MAX. 2" SLOPE 2X MAX AIL VAN ACCE5515LE VMI ACCESSIBLE 12' X G' EXTEND DONT FILLER FULL DEPTH OF SIDEWALK (TW) PARKING 5PACE.5 ' PRIME COAT AND TACK 5A' 5.0' ao' s.a 5.0' 6.a' S.0' ( ) , P@JALTY 51GN WMH COAT TO FACE OF CURB • '. "�'^-T • r WORDING A5 REQUIRED ' J W' p0 CONCRETE 4 -il (n STATE OR LOCAL LAW m WHERE RECWRED RBNFORCENENi ENOTE. WILL BE Na 3 BARB 24 O.C. 4" AGGREGATE BASE (TTP) 'U'LHAN NEL ASPHALTIC CONCRETE PAVING ^ SECTION A -A EACH WAY MAX. SPACING. OR COURSE COMPACTED TO SECTION B -B 5 " 5 - WI.4 X WI.4 WWF BOX STD. PROCTOR (TYP) POST (2-IbsJft.) 1111' = CONCRETE SIDEWALK REQUIREMENTS. T4 Z CURB AND GUTTER N.T.S. 4"RLLARD PE BOPAINTED I - TRAFFiC YELLOW, FILLED N/CONCRETE. IN 4 o m OPE TOP WIDTH VARIES SEE SITE PLAN D= GoIJCRETE LI f PAVING 'TED TO 95% MAXIMUM -DENSITY IN ACCORDANCE WITH ASTM D 698 "":I.{ ', 3500 P.5.1- •' P.C. CONCRETE JP °. 3N2), ACCESSIBLE PARKING SIGN TURNDOWN SIDEWALK H T 5 N.T.S. .AmommNNEiILE J m \ 3" TYPE 3 SUI COURSE 8" AGGREGATE BASE PER AHTD STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION 10" SUBGRADE COMPACTED TO 95 PERCENT MAXIMUM STANDARD PROCTOR DRY DENSITY ASTM 0-698 HEAVY DUTY ASPHALT PAVEMENT (N.T.S.) 2" TYPE 3 ASPHALTIC CONCRETE SURFACE COURSE 8" SUBGRADE COMPACTED TO 95 PERCENT MAXIMUM STANDARD PROCTOR DRY DENSITY ASTM D-698 REGULAR DUTY ASPHALT PAVEMENT (N.T.S.) PENT SUBGRADE SHALL CONSIST OF NATIVE, SILTY LEAN CLAY OR LEAN 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. SOILS CONTAINING ORGANIC MATTER OR DEBRIS SHOULD NOT BE USED AS FILL. SILTY SOILS, INCLUDING SOILS MEETING 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 D 1559 WITH A MINIMUM MARSHALL STABILITY OF 1,800 POUNDS. stli NzGscm L10 L.F. 54" RCP OO.SOX PARKING SPACE STRIPING (N. T. S.) PAINT FIELD ROYAL BLUE SEE SITE PLAN PAINT WHITE FOR LOCATION MEW -7 1NOW I \ 8'-0"-0" B \ I 4" ACCESSIBLE RAMP / 288 L.F. 54" \ RCP O 1.978 PAINT SYMBOL PROPORTIONAL VAN O TO THIS DRAWING ACCESSIBLE PARKING SPACE MARKER 900 STALL SOW VAN ACCESSIBLE PARKING STRIPING DETAILS (N.T.S.) Kell: LANDSCAPING AREA REQUIRED: 10% to 20%D (OF TOTAL SITE) LANDSCAPING AREA PROVIDED: 39.3% (OP TOTAL SITE) IMPERVIOUS AREA: PAVED:4G.5% (OF TOTAL SITE) BUILDING: 12.9% (OF TOTAL SITE) BUILDING HEIGHT 15 55-8" PARKING REQUIRED: I/ROOM + 10% = 102 SPACES PARKING PROVIDED: = 102 SPACES N.T.S. �gEFORE EXISTING LEGEND NOTE: GUTTER SLOPE TO MATCH A FOUND RIGHT-OF-WAY (AS NOTED) ADJACENT PAVEMENT. SET 1/2" REBAR W/CAP, LS 1370 ® TRAVERSE AND LONGITUDINAL ® SANITARY SEWER MANHOLE CONCRETE CURB & FIRE HYDRANT W WATER VALVE m 4 112" MIN. RADIUS UTILITY POLE 1, 1 MAX. RADIUS LIGHT POLE SINGLE LIGHT B" 11* MIN. P.C. CONCRETE - W W 17" MAX. T. SANITARY SEWER LINE - OH OH - CONTRACTOR TO PROVIDE ' PRIME COAT AND TACK RIGHT-OF-WAY LINE m COAT TO FACE OF CURB CONTOUR LINE WHERE CURB CONTACTS ' ASPHALT. N\F m 18" MIN, ASPHALTIC CONCRETE PAVING 24 MAX. SEE PAVING DETAILS FOR ;i(2" MIN. RAOIUS PAVEMENT SECTIONS, SUBBASE. SUBGRADE AND COMPACTION 1 MAX. RADIUS REQUIREMENTS. TYPE "A" CONCRETE CURB AND GUTTER N.T.S. �gEFORE EXISTING LEGEND O FOUND REBAR/PIPE (AS NOTED) A FOUND RIGHT-OF-WAY (AS NOTED) O SET 1/2" REBAR W/CAP, LS 1370 ® STORM SEWER MANHOLE ® SANITARY SEWER MANHOLE CONCRETE CURB & FIRE HYDRANT © WATER VALVE O UTILITY POLE W/GUY x UTILITY POLE °a LIGHT POLE SINGLE LIGHT SIGN POST - W W WATER LINE - SS SS- SANITARY SEWER LINE - OH OH - OVERHEAD LINE PROPERTY LINE RIGHT-OF-WAY LINE - - EASEMENT LINE CONTOUR LINE O x 1'IIJI SPOT ELEVATION N\F NOW OR FORMERLY PROPOSED LEGEND 0 30 60 SCALE : 1" = 30 FEET REVISIONS SITE PLAN GRAY ROCK CONSULTING, INC. Civil Engineering and Landscape Arcitecture Services 1 800 South 52nd Street, Suite 400 Rogers, AR 72758 479.633.8330 office, 800.887.7685 fax PELLHAM PHILLIPS 077-217 ARCHITECTS ENGINEERS DATE SHEET NO. I I I 1 5. Glenstone 5prin1field, Mo 65504 04-22-08 3 of Marriott TownePlace SUltes HEAVY DUTY d'• v A Q CONCRETE PAVING HEAVY DUTY ASPHALT PAVING - SIGN CONCRETE CURB & GUTTER O PROPOSED PARKING SPACES 0 30 60 SCALE : 1" = 30 FEET REVISIONS SITE PLAN GRAY ROCK CONSULTING, INC. Civil Engineering and Landscape Arcitecture Services 1 800 South 52nd Street, Suite 400 Rogers, AR 72758 479.633.8330 office, 800.887.7685 fax PELLHAM PHILLIPS 077-217 ARCHITECTS ENGINEERS DATE SHEET NO. I I I 1 5. Glenstone 5prin1field, Mo 65504 04-22-08 3 of Marriott TownePlace SUltes