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Home My WebLink AboutARB201500079 Plan - Submittal (First) 2015-08-17r GENERAL SITE NOTES: 1. CONTRACTOR MUST SECURE ALL NECESSARY PERMITS PRIOR TO STARTING WORK 2. IF THE CONTRACTOR, IN THE COURSE OF THE WORK, FINDS ANY DISCREPANCIES BETWEEN THE PLANS AND THE PHYSICAL CONDITIONS OF THE LOCALITY, OR ANY ERRORS OR OMISSIONS IN THE PLANS OR IN THE LAYOUT AS GIVEN BY THE ENGINEER, IT SHALL BE HIS DUTY TO IMMEDIATELY INFORM THE ENGINEER, IN WRITING, AND THE ENGINEER WILL PROMPTLY VERIFY THE SAME. ANY WORK DONE AFTER SUCH A DISCOVERY, UNTIL AUTHORIZED, WILL BE AT THE CONTRACTOR'S RISK. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL SETBACKS, EASEMENTS, AND DIMENSIONS SHOWN HEREON BEFORE BEGINNING CONSTRUCTION. 4. ALL CONSTRUCTION MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE TO THE STATE AND LOCAL GOVERNMENT AGENCY LATEST CONSTRUCTION SPECIFICATIONS AND DETAILS. 5. ALL HANDICAP SITE FEATURES SHALL BE CONSTRUCTED TO MEET ALL FEDERAL, STATE AND LOCAL CODE. 6. NOTIFY THE MUNICIPAL INSPECTOR TWENTY –FOUR (24) HOURS BEFORE BEGINNING EACH PHASE OF CONSTRUCTION. 7. THE CONTRACTOR SHALL CAREFULLY PRESERVE BENCHMARKS, REFERENCE POINTS, AND STAKES. 8. ARCHITECTURAL PUNS ARE TO BE USED FOR BUILDING STAKE OUT. 9. ALL DIMENSIONS ARE FROM FACE OF BUILDING, CURB, AND WALL UNLESS OTHERWISE SPECIFIED ON PUNS. 10. CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO THAT WORKMEN AND PUBLIC SHALL BE PROTECTED FROM INJURY, AND ADJOINING PROPERTY PROTECTED FROM DAMAGE. 11. CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO ANY EXISTING ITEM AND /OR MATERIAL INSIDE OR OUTSIDE CONTRACT LIMITS DUE TO CONSTRUCTION OPERATION. 12. ALL STREET SURFACES, DRIVEWAYS, CULVERTS, CURB AND GUTTERS, ROADSIDE DRAINAGE DITCHES AND OTHER STRUCTURES THAT ARE DISTURBED OR DAMAGED IN ANY MANNER AS A RESULT OF CONSTRUCTION SHALL BE REPLACED OR REPAIRED IN ACCORDANCE WITH THE SPECIFICATIONS. 13. ALL ROAD WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE STATE AND LOCAL GOVERNMENT AGENCY SPECIFICATIONS. 14. ALL DUTY PAVEMENT AND CONCRETE SECTIONS SHALL FOLLOW THE RECOMMENDATIONS OF THE GEOTECHNICAL REPORT PREPARED FOR THE SITE. SEE CIVIL DETAILS. 15. CONTRACTOR SHALL PROVIDE A TEMPORARY BARRICADE OR CONSTRUCTION FENCE AROUND THE PREMISE. 16. SEE STRUCTURAL PLANS FOR ALL BUILDING DOORWAYS CONCRETE LANDINGS PROPOSED LEGEND: — — LEASE LINE ZONED: CONCRETE CURB ' CO' PROPOSED CURB TRANSITION — — — — — — — PROPOSED FLUSH CONDITION ® PROPOSED PARKING SPACES MAXIMUM BUILDING HEIGHT: GREASE TRAP (SEE UTILITY PLANS) (� o DRAINAGE STRUCTURES (SEE GRADING & DRAINAGE PLAN) ® GAS METER -� FIRE DEPARTMENT CONNECTION (FDC) ® 0 SANITARY SEWER MANHOLE /CLEANOUT (SEE UTILITY PLAN) FLOOR AREA RATIO S72 P• 4 PROPOSED SITE LIGHTING FIXTURE FRONT YARD STANDARD —DUTY PAVEMENT. 3" ASPHALT SURFACE COURSE 6t3 OVER 6" COMPACTED CRUSHED STONE BASE. SEE DETAILS SIDE YARD (STREET) AND GEOTECHNICAL REPORT FOR ADDITIONAL INFORMATION. 24' ----- HEAVY –DUTY PAVEMENT. 3" ASPHALT SURFACE COURSE OVER su 8" COMPACTED CRUSHED STONE BASE. SEE DETAILS AND MINIMUM REQUIREMENT: 13 SPACES REQUIRED PER 1,000 SF OF GROSS FLOOR AREA GEOTECHNICAL REPORT FOR ADDITIONAL INFORMATION. Sts _ LANDSCAPE AREA (SEE LANDSCAPE PLAN FOR DETAILS) ZONED: 5" CONCRETE SIDEWALK OVER 6" COMPACTED BASE. SEE DETAILS ' CO' AND GEOTECHNICAL REPORT FOR ADDITIONAL INFORMATION. USE OF PROPERTY: 5" INTEGRAL BLACK COLORED CONCRETE SIDEWALK OVER 4" Ss COMPACTED CRUSHED STONE BASE. SEE DETAILS AND MAXIMUM BUILDING HEIGHT: GEOTECHNICAL REPORT FOR ADDITIONAL INFORMATION. LOT COVERAGE: TOTAL LOT AREA 7" INTEGRAL BLACK COLORED CONCRETE PAVEMENT. OVER 4" IMPERVIOUS AREA COMPACTED CRUSHED STONE BASE. SEE STRUCTURAL DETAILS PERVIOUS AREA AND GEOTECHNICAL REPORT FOR ADDITIONAL INFORMATION. PRELIMINARY PLANS NOT FOR CONSTRUCTION I_ SIGNAL EA }VENT — _ AN 6029 -002 119 Rlk -20 �_ _..- - --- - --.... 1 I � I 7N OF /VEPCO — — — -- -- — — 3 PGj 78 S15 ZONED: St4 -y BUILDING AREA: 7,420 SF (GFA) USE OF PROPERTY: RESTAURANT CAPACITY OF RESTAURANT: S1 2 MAXIMUM BUILDING HEIGHT: TYP LOT COVERAGE: TOTAL LOT AREA IS1 IMPERVIOUS AREA 22,338 SF (75.2 %) PERVIOUS AREA S13 Sli 7,420 SF FLOOR AREA RATIO S72 P• ZONING SETBACKS: REQUIRED PROVIDED FRONT YARD 30 FT. 30 FT. SIDE YARD (INTERIOR) TBD 43.7 FT. SIDE YARD (STREET) 18, 24' ----- ! r�l Jcis� 11 1 S� I I �I 6 I I I S15 51 ,tom L�_� \. S15 S15 C' S18 I TEXAS ROADHOUSE 7,420 sf 220 SHARED PARKING SPACES I S24 � � S16 P11 ,till I 4 h� L .I S28 S4 7.3' �FLIi� S12 P. S13 1% 5' 18' I –�24' I'�� SSSS � S14 y S4 t� � S9 ^LC n. ✓TNr S5 S15 7 ' 'AtK S °ACd SEMINOLE TRAIL 1 5U u.G S23 GRAPHIC SCALE 10 0 10 20 ( IN FEET ) I inch = 20 ft. PROJECT INFORMATION: TOTAL LEASE AREA: 29,700 S.F. (0.68 ACRES) ZONED: PLANNED DEVELOPMENT SHOPPING CENTER (PD –SC) BUILDING AREA: 7,420 SF (GFA) USE OF PROPERTY: RESTAURANT CAPACITY OF RESTAURANT: TBD MAXIMUM BUILDING HEIGHT: TBD LOT COVERAGE: TOTAL LOT AREA 29,700 SF IMPERVIOUS AREA 22,338 SF (75.2 %) PERVIOUS AREA 7,362 SF (24.8 %) BUILDING COVERAGE 7,420 SF FLOOR AREA RATIO 25% ZONING SETBACKS: REQUIRED PROVIDED FRONT YARD 30 FT. 30 FT. SIDE YARD (INTERIOR) TBD 43.7 FT. SIDE YARD (STREET) TBD 69.7 FT. REAR YARD TBD 0.0 FT. PARKING REQUIRED: 97 SPACES LANDSCAPED AREA. (SEE LANDSCAPE PLAN FOR DETAILS). MINIMUM REQUIREMENT: 13 SPACES REQUIRED PER 1,000 SF OF GROSS FLOOR AREA (7,420/1000)'13 = 96.5 = 97 SPACES S17 PARKING PROVIDED: TRH PARKING WITHIN LEASE AREA: 33 SPACES SHARED PARKING SPACES: 220 SPACES – TOTAL PARKING SPACES: 253 SPACES HVAC SYSTEM, WILL BE LOCATED ON THE ROOF. HVAC UNITS SHALL BE SCREENED. LAYOUT PLAN KEYNOTES S1 PROPOSED 6" REVEAL CONCRETE CURB. (SEE DETAIL). - S2 PROPOSED MONOLITHIC CURB AND SIDEWALK. S3 PROPOSED CURB TRANSITION FROM 6" REVEAL TO PAVEMENT LEVEL. (SEE DETAIL). S4 FLUSH TRANSITION FROM PAVEMENT TO CONCRETE SIDEWALK. (SEE DETAIL). -. SS PROVDE 5" CONCRETE SIDEWALK. SEE DETAILS S6 PROVIDE 5" INTEGRAL BLACK CONCRETE SIDEWALK. SEE DETAILS PROVIDE 6" INTEGRAL BLACK CONCRETE PAVEMENT AT TRASH ENCLOSURE AND DUMPSTER PAD LOCATION. (SEE STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION). S8 PROPOSED HANDICAP RAMP (SEE GRADING PLAN AND DETAILS). PROPOSED SITE LIGHTING FIXTURE. (SEE LIGHTING PLAN) S10 PROPOSED HANDICAP SIGN. (TYPICAL OF 2, SEE DETAIL). S11 PROPOSED PAINTED HANDICAP SYMBOL & STRIPING (TYPICAL OF 2 SYMBOLS, SEE DETAILS). S12 6" WHITE (TRAFFIC PAINT) PAINTED PARKING STALL STRIPING (TYPICAL). S13 STANDARD –DUTY PAVEMENT. (SEE DETAIL). 514 HEAVY–DUTY PAVEMENT (SEE DETAIL). E5) LANDSCAPED AREA. (SEE LANDSCAPE PLAN FOR DETAILS). S16 PROPOSED CONCRETE WHEEL STOPS, (TYP. OF 22) SEE DETAIL. S17 PROPOSED STOP SIGN & BAR. gig PROPOSED BUILDING PER ARCHITECTURAL PLANS. MECHANICAL UNITS, INCLUDING THE HVAC SYSTEM, WILL BE LOCATED ON THE ROOF. HVAC UNITS SHALL BE SCREENED. EXTERIOR WAITING AREA WITH BENCHES. SEE ARCHITECTURAL PLANS FOR DETAILS. r —� S20 SCREENED DUMPSTER ENCLOSURE. SEE ARCHITECTURAL PLANS. DUMPSTERS (TYPICAL OF 3), WITHIN SCREENED ENCLOSURE. S22 PROPOSED HEAVY DUTY AREA DRAIN. (SEE GRADING & DRAINAGE PLAN & DETAILS). PROPOSED 102' RETAINING WALL (SEE DETAILS) S24 PROPOSED FIRE DEPARTMENT CONNECTION (FDC, SEE UTILITY PLAN). TRANSFORMER PAD WITH BOLLARDS. (SEE UTILITY PLAN). 526 PROPOSED GREASE INTERCEPTOR. (SEE M.E.P. PLANS FOR DETAIL). S27 PROPOSED SAMPLING SANITARY MANHOLE. (SEE M.E.P. PLANS FOR DETAIL). PROPOSED 12' X 25' LOADING AREA CRE y� ao o� ss ONE cFy- T k-S tea, c-C 7/' 3- Greenberghrrow 153 Cordaville Road, Suite 210 Southborough, MA 01772 t: 508 229 0032 COPYRIGHT NOTICE :nos w�nq �s me ty or me 11 n a,or�s�ont l a , ne sea r"Ijlct p�,�pase ome, unn me svey�n� p,oJed antl sate n y n and c not ee ,ep,o tt" any m wrtnf m Ina s ".m "n Pe.m��on r,mm� me a,�ressmnai ISSUE/REVISION RECORD DATE DESCRIPTION 07/02/15 PERMIT SET PROFESSIONAL SEAL LICENSE A 0402019570 PROFESSIONAL IN CHARGE JOHN NOURZAD P.E. PROJECT MANAGER ANDRE PIMENTEL QUALITY CONTROL STEPHEN POWERS P.E. DRAWN BY - - -- _ -- GIOVANNI FODERA E.I.T. PROJECT NAME TEXAS - - ROADHOUSE CHARLOTTESVILLE VIRGINIA 455 ALBEMARLE SQUARE ALBEMARLE COUNTY lomim!o PROJECT NUMBER 20140710.0 SHEET TITLE SITE LAYOUT PLAN SHEET NUMBER C31.0 PAINT #2 FRONT ELEVATION (SOUTH) PANEL GATES, PAINT #3 GreeobergFarrow 21 S. Evergreen Ave. Suite 200 Arlington Heights, Illinois 60005 t: 847 788 9200 f: 847 788 9536 REAR ELEVATION (NORTH) RIGHT ELEVATION (EAST) EXTERIOR FINISH SCHEDULE SCALE: 1/8" = 1 -4- BUILDING ITEMS DESCRIPTION BUILDING ITEMS DESCRIPTION WOOD SIDING, PRE - STAINED CEDAR, HENRY POOR LUMBER METAL DOORS PAINT #3: TRIM, 8 WOOD CEDARTONE TWP #1501 STAIN FORMULA AND FRAMES SHERWIN WILLIAMS PAINTS, GLOSS BLACK SHUTTERS FRONT ENTRANCE METAL DOORS (FAUX WOOD) BRICK VENEER CLAYMEX DOORS STEELCRAFT "GRAIN-TECH" (MAPLE FINISH) OLD DENVER TRIM, METAL PAINT #1 BRICK VENEER GENERAL SHALE FLASHING AND SHERWIN WILLIAMS PAINTS (ALTERNATE) PHOENIX C652 GUTTERS GREEN, TO MATCH METAL ROOF METAL ROOF METAL SALES FOREST GREEN DOWNSPOUTS PAINT #2: SHERWIN WILLIAMS PAINTS OUMPSTER GATES PAINT #3 "TOILE RED" #0006 8 eOLLAROS SHERWIN WILLIAMS PAINTS, GLOSS BLACK TO MATCH BRICK VENEER DISCLAIMER NOTE: THE COLORS DEPICTED ON THESE ELEVATIONS ARE FOR GRAPHIC REPRESENTATION PURPOSES ONLY. PLEASE REFER TO MATERIAL BOARD FOR ACTUAL SAMPLE OF COLORS AND TEXTURES LEFT ELEVATION (WEST) TEXAS ROADHOUSE I EXTERIOR ELEVATIONS CHARLOTTESVILLE, VA SCALE: 1/8" = 1 -4- 7420 SF I A2.0 20140710.0 RKS- 7r -7q j as 120 2Z 06/11/15