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HomeMy WebLinkAboutARB201600009 Plan - Approved 2016-08-31METAL DOWNSPOUT--/ METAL GUTTER 2.9 SNOW GUARDS, TYP. 2.3 0 O OUTLINE OF WALL BELOW METAL GUTTER METAL DOWNSPOUT 1'-6 1/8' 8" HIGH X 12" WIDE OVERFLOW OPENING IN WALL ROOF DRAIN TOP OF ROOF TOP OF PARAPET WALL ELEV. 22'-2" A.F.F. IIIOUTLINE OF HOT tltl PREP WALL BELOW — TOP OF PARAPET WALL ELEV. 22'-2" A.F.F. ROOF DRAIN ELASTOMETRIC SINGLE PLY ROOFING Cj0 SLOPE w� a O METAL ROOF OUTLINE OF HOOD BELOW i i E E1 PROVIDE TAPE ED INSULATION BETWEEN ROOF DRAINS, TYP. aft' -11" METAL DOWNSPOUT SNOW GUARDS, TYP. METAL GUTTER 0 I 8" HIGH X 12" WIDE 8" HIGX J2" IDE OVERFLOW OPENING 0 ERFL W PENT G IN WAL IN WALL 4 -1 TOP OFR F 15 0' A .F. TOP OF PARAFET WALLROOF DRAIN TOP OF ROOF 15'-4 1/4' A.F.F. ��SLOPE SLOPE SLOPE E E ROOF HATCH 7 rnITIuir nP MOVI INK A.F I IM iii i , i' i i" C F15/PE �� E_ TOP OF RTU #1 F_ A r 21'-4" A.F.F. i I I I TOP OF TOWER ROOF ELEV. 28'-10" A.F.F. —METAL ROOF CONTINUOUS RIDGE VENT SOFFIT VENT FLAGPOLE W/ AMERICAN FLAG L - - - WALKWAY PAD AT EQUIPMENT, TYI OUTLINE OF I B PROVIDE ADDITIONAL TAPERED INSULATION AT RTUS, EXHAUST FANS, ETC. TO ENSURE PROPER DRAINAGE OF ROOF TOP OF TOWER ROOF ELEV. 28'-10" A.F.F. I \X I I \ I — \ OP OF RTU #3 — — — SATELLITE DISH 21'-8" A.F.F. L — — J ELASTOMETRIC SINGLE\ PLY ROOFING r---1 I I \1 TOP OF RTU #' L-- L 21'-11" A.F.F O NJ TOP OF PARAPET JALL ELEV. 22'-1" N F.F. TOP OF ROOF 16'-9 3/4' APF.F. 7'�7" v ROOF PLAN NORTH 59'-8" o Wo o FLAGPOLE W/ } AMERICAN FLAG J C7 Z N TOP OF PARAPET WALL TO- Tj OF PARAPET WALL -7" A.F.F. -1" A.F.F. ELEV. 26' TOP OF ROOF 16'-9 3/4' A.F.F. TOP R00 . 15'-1 ' AF. M 7'-7 4' 2 1 2" C F15 B TOP OF ROOF 15'-4 1/4" A.F.F. i� !7 ROOF DRAIN TOP OF PARAPET WALL ELEV. 22'-2" A.F.F. ---� F --H TOP OF RTU #5 ELEV. / \ I 21'-1" 1 A. F. F. I/ \I I 11 L 0 o � � w ra J W � J `- U' W Z � � O J o� �J 7 <r TOP OF PARAPET WALL ELEV. 22'-2" A.F.F. — 2 METAL DOWNSPOUT Eia Ra t VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. A Greenberghrrow 21 S. Evergreen Ave. Suite 200 Arlington Heights, Illinois 60005 t: 847 788 9200 f: 847 788 9536 COPYRIGHT NOTICE This drawing is the property of the above referenced Professional and Is not to be used for any purpose other than the specific project and site named herein, and cannot be reproduced in any manner without the express written permission from the Professional ISSUE/REVISION RECORD DATE DESCRIPTION 4/06/16 ARB RENSIONS PROFESSIONAL SEAL PROFESSIONAL IN CHARGE PROJECT MANAGER QUALITY CONTROL DRAWN BY PROJECT NAME TEXAS ROADHOUSE CHARLOTTESVILLE VA O— ROADHOUSE PROJECT NUMBER 20140710.0 SHEET TITLE ROOF PLAN SHEET NUMBER PROPOSED LEGEND: GN BE 0 0 LEASE LINE 'All EXISTING VDOT ROW CONCRETE CURB PROPOSED CURB TRANSITION PROPOSED FLUSH CONDITION PROPOSED PARKING SPACES GREASE TRAP (SEE UTILITY PLANS) DRAINAGE STRUCTURES (SEE GRADING & DRAINAGE PLAN) GAS METER FIRE HYDRANT ASSEMBLY FIRE DEPARTMENT CONNECTION (FDC) SANITARY SEWER SAMPLING MANHOLE/CLEANOUT (SEE UTILITY PLAN) PROPOSED SITE LIGHTING FIXTURE PROJECT INFORMATION: TOTAL LEASE AREA: 29,700 S.F. (0.68 ACRES) ZONED: PLANNED DEVELOPMENT SHOPPING CENTER (PD -SC) BUILDING AREA: 7,163 SF (GFA) USE OF PROPERTY: RESTAURANT CAPACITY OF RESTAURANT: 328 SEATS MAXIMUM BUILDING HEIGHT: 28'-10" (12'-0" FLAGPOLE) LOT COVERAGE: • •__..�.. 1. 1 ......,. �...__ TOTAL LOT AREA 0.682 ACRES w.. 604 A ,'.MA '>} E tib IMPERVIOUS AREA 0.461 ACRES 67.6% • _ _ w PERVIOUS AREA 0.221 ACRES (3 BUILDING COVERAGE 7,163 SF 1 U FLOOR AREA RATIO 24.1% T -� _...... _ ...... OPEN SPACE 7,580 SF25.5% ( ) - TYP ; ... ,�.. ` S1 -- S34 455 ----- 331 PAVED PARKING & VEHICLE CIRCULATION 9,061 SF (30.5%) " O ZONING SETBACKS: REQUIRED PROVIDED S37 _ _ .� 1 S36 TYP. OF 6 -.. S29 S S 15 ;I �,; .. " . FRONT YARD SIDE YARD (INTERIOR) TBD 48.3 FT. 7.7 SIDE YARD STREET TBD 75.4 FT. TBD 3.0 FT. REAR YARD S13 '�` S7 a `t•« STANDARD -DUTY PAVEMENT. 3" ASPHALT SURFACE COURSE OVER 6" COMPACTED CRUSHED STONE BASE. SEE DETAILS AND FINAL GEOTECHNICAL REPORT FOR ADDITIONAL INFORMATION. HEAVY-DUTY PAVEMENT. 3" ASPHALT SURFACE COURSE OVER 8" COMPACTED CRUSHED STONE BASE. SEE DETAILS AND FINAL GEOTECHNICAL REPORT FOR ADDITIONAL INFORMATION. LANDSCAPE AREA (SEE LANDSCAPE PLAN FOR DETAILS) 5" CONCRETE SIDEWALK OVER 6" COMPACTED BASE. SEE DETAILS AND FINAL GEOTECHNICAL REPORT FOR ADDITIONAL INFORMATION. 5" INTEGRAL BLACK COLORED CONCRETE SIDEWALK OVER 4" COMPACTED CRUSHED STONE BASE. SEE DETAILS AND FINAL GEOTECHNICAL REPORT FOR ADDITIONAL INFORMATION. 6" INTEGRAL BLACK COLORED CONCRETE PAVEMENT/SIDEWALK. OVER 4" COMPACTED CRUSHED STONE BASE. SEE STRUCTURAL DETAILS AND FINAL GEOTECHNICAL REPORT FOR ADDITIONAL INFORMATION. GENERAL SITE NOTES: 'All ��E I Sg DRAIN; ................._-AREPA i .,, 13. ALL ROAD WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE STATE AND yi N LOCAL GOVERNMENT AGENCY SPECIFICATIONS. WILL PROMPTLY VERIFY THE SAME. ANY WORK DONE AFTER SUCH A DISCOVERY, UNTIL AUTHORIZED, WILL BE AT THE CONTRACTOR'S RISK. 14. ALL DUTY PAVEMENT AND CONCRETE SECTIONS SHALL FOLLOW THE RECOMMENDATIONS OF THE FINAL GEOTECHNICAL REPORT PREPARED FOR THE SITE. SEE By CIVIL DETAILS. EASEMENTS, AND DIMENSIONS SHOWN HEREON( BEFORE BEGINNING CONSTRUCTION. 15. CONTRACTOR SHALL PROVIDE A TEMPORARY BARRICADE OR CONSTRUCTION FENCE 4. ALL CONSTRUCTION MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE TO AROUND THE PREMISE. THE STATE AND LOCAL GOVERNMENT AGENCY LATEST CONSTRUCTION SPECIFICATIONS AND DETAILS. 16. SEE STRUCTURAL PLANS FOR ALL BUILDING DOORWAYS CONCRETE LANDINGS 5. ALL HANDICAP SITE FEATURES SHALL BE (CONSTRUCTED TO MEET ALL FEDERAL, 17. RESTORATION OF ANY DISTURBED OR DAMAGED CONDITIONS OR IMPROVEMENTS TO STATE AND LOCAL CODE. EXISTING SUBGRADES, SUBBASE, ASPHALT, LANDSCAPED AREAS, ETC. SHALL BE DONE TO SPECIFICATIONS TO BE THE STRONGER, IN OWNER'S AND ITS ENGINEER'S DETERMINATION, 6. NOTIFY THE MUNICIPAL INSPECTOR TWENTY-FOUR (24) HOURS BEFORE BEGINNING OF WHAT WAS DISTURBED OR DAMAGED, OR THE SPECIFICATIONS OF THE FINAL EACH PHASE OF CONSTRUCTION. GEOTECHNICAL REPORT PROJECT No. 70155076 PREPARED BY TERRACON CONSULTANTS, INC. DATED MAY 29, 2015 FOR THIS PROJECT. THE OWNER MUST REVIEW AND APPROVE 7. THE CONTRACTOR SHALL CAREFULLY PRESERVE BENCHMARKS, REFERENCE POINTS, THE SPECIFICATIONS FOR ALL REPAIR AND RESTORATION WORK IN WRITING BEFORE THE AND STAKES. PERFORMANCE OF SAME BY THE CONTRACTOR 8. ARCHITECTURAL PLANS ARE TO BE USED F(OR BUILDING STAKE OUT. 9. ALL DIMENSIONS ARE FROM FACE OF BUILDING, CURB, AND WALL UNLESS OTHERWISE SPECIFIED ON PLANS. 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. , .` S13 '�` S7 a `t•« STANDARD -DUTY PAVEMENT. 3" ASPHALT SURFACE COURSE OVER 6" COMPACTED CRUSHED STONE BASE. SEE DETAILS AND FINAL GEOTECHNICAL REPORT FOR ADDITIONAL INFORMATION. HEAVY-DUTY PAVEMENT. 3" ASPHALT SURFACE COURSE OVER 8" COMPACTED CRUSHED STONE BASE. SEE DETAILS AND FINAL GEOTECHNICAL REPORT FOR ADDITIONAL INFORMATION. LANDSCAPE AREA (SEE LANDSCAPE PLAN FOR DETAILS) 5" CONCRETE SIDEWALK OVER 6" COMPACTED BASE. SEE DETAILS AND FINAL GEOTECHNICAL REPORT FOR ADDITIONAL INFORMATION. 5" INTEGRAL BLACK COLORED CONCRETE SIDEWALK OVER 4" COMPACTED CRUSHED STONE BASE. SEE DETAILS AND FINAL GEOTECHNICAL REPORT FOR ADDITIONAL INFORMATION. 6" INTEGRAL BLACK COLORED CONCRETE PAVEMENT/SIDEWALK. OVER 4" COMPACTED CRUSHED STONE BASE. SEE STRUCTURAL DETAILS AND FINAL GEOTECHNICAL REPORT FOR ADDITIONAL INFORMATION. GENERAL SITE NOTES: I b 3 $ Mi.� ��E I Sg DRAIN; ................._-AREPA i OR OMISSIONS IN THE PLANS OR IN THE LAYOUT AS GIVEN BY THE ENGINEER, IT SHALL 13. ALL ROAD WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE STATE AND BE HIS DUTY TO IMMEDIATELY INFORM THE ENGINEER, IN WRITING, AND THE ENGINEER LOCAL GOVERNMENT AGENCY SPECIFICATIONS. I b 3 $ Mi.� MANNER AS A RESULT OF CONSTRUCTION SHALL BE REPLACED OR REPAIRED IN Sg DRAIN; ................._-AREPA EQUIPMENT SCREENING: VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED 1. CONTRACTOR MUST SECURE ALL NECESSARY PERMITS PRIOR TO STARTING WORK. DRAINAGE DITCHES AND OTHER STRUCTURES THAT ARE DISTURBED OR DAMAGED IN /ANY MANNER AS A RESULT OF CONSTRUCTION SHALL BE REPLACED OR REPAIRED IN 2. IF THE CONTRACTOR, IN THE COURSE OF THE WORK, FINDS ANY DISCREPANCIES ACCORDANCE WITH THE SPECIFICATIONS. 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 13. ALL ROAD WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE STATE AND BE HIS DUTY TO IMMEDIATELY INFORM THE ENGINEER, IN WRITING, AND THE ENGINEER LOCAL GOVERNMENT AGENCY SPECIFICATIONS. WILL PROMPTLY VERIFY THE SAME. ANY WORK DONE AFTER SUCH A DISCOVERY, UNTIL AUTHORIZED, WILL BE AT THE CONTRACTOR'S RISK. 14. ALL DUTY PAVEMENT AND CONCRETE SECTIONS SHALL FOLLOW THE RECOMMENDATIONS OF THE FINAL GEOTECHNICAL REPORT PREPARED FOR THE SITE. SEE 3. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL SETBACKS, CIVIL DETAILS. EASEMENTS, AND DIMENSIONS SHOWN HEREON( BEFORE BEGINNING CONSTRUCTION. 15. CONTRACTOR SHALL PROVIDE A TEMPORARY BARRICADE OR CONSTRUCTION FENCE 4. ALL CONSTRUCTION MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE TO AROUND THE PREMISE. THE STATE AND LOCAL GOVERNMENT AGENCY LATEST CONSTRUCTION SPECIFICATIONS AND DETAILS. 16. SEE STRUCTURAL PLANS FOR ALL BUILDING DOORWAYS CONCRETE LANDINGS 5. ALL HANDICAP SITE FEATURES SHALL BE (CONSTRUCTED TO MEET ALL FEDERAL, 17. RESTORATION OF ANY DISTURBED OR DAMAGED CONDITIONS OR IMPROVEMENTS TO STATE AND LOCAL CODE. EXISTING SUBGRADES, SUBBASE, ASPHALT, LANDSCAPED AREAS, ETC. SHALL BE DONE TO SPECIFICATIONS TO BE THE STRONGER, IN OWNER'S AND ITS ENGINEER'S DETERMINATION, 6. NOTIFY THE MUNICIPAL INSPECTOR TWENTY-FOUR (24) HOURS BEFORE BEGINNING OF WHAT WAS DISTURBED OR DAMAGED, OR THE SPECIFICATIONS OF THE FINAL EACH PHASE OF CONSTRUCTION. GEOTECHNICAL REPORT PROJECT No. 70155076 PREPARED BY TERRACON CONSULTANTS, INC. DATED MAY 29, 2015 FOR THIS PROJECT. THE OWNER MUST REVIEW AND APPROVE 7. THE CONTRACTOR SHALL CAREFULLY PRESERVE BENCHMARKS, REFERENCE POINTS, THE SPECIFICATIONS FOR ALL REPAIR AND RESTORATION WORK IN WRITING BEFORE THE AND STAKES. PERFORMANCE OF SAME BY THE CONTRACTOR 8. ARCHITECTURAL PLANS ARE TO BE USED F(OR BUILDING STAKE OUT. 9. ALL DIMENSIONS ARE FROM FACE OF BUILDING, CURB, AND WALL UNLESS OTHERWISE SPECIFIED ON PLANS. 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 PARKING REQUIRED: 97 SPACES MINIMUM REQUIREMENT: 13 SPACES REQUIRED PER 1,000 SF OF GROSS FLOOR AREA (7,420/1000)*13 = 96.5 = 97 SPACES PARKING PROVIDED: TRH PARKING WITHIN LEASE AREA: 18 SPACES SHARED PARKING SPACES: 220 SPACES TOTAL PARKING SPACES: 238 SPACES LAYOUT PLAN KEYNOTES CD PROPOSED 6" REVEAL CONCRETE CURB. (SEE DETAILS). S2 PROPOSED MONOLITHIC CURB AND SIDEWALK. S3 PROPOSED CURB TRANSITION FROM 6" REVEAL TO PAVEMENT LEVEL. (SEE DETAILS). S4 FLUSH TRANSITION FROM PAVEMENT TO CONCRETE SIDEWALK. (SEE DETAILS). S5 PROVIDE 5" CONCRETE SIDEWALK. (SEE DETAILS). S6 PROVIDE 5" INTEGRAL BLACK CONCRETE SIDEWALK. (SEE DETAILS). S7 PROVIDE 6" INTEGRAL BLACK CONCRETE PAVEMENT/SIDEWALK AT TRASH ENCLOSURE AND DUMPSTER PAD LOCATION. (SEE STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION). S8 PROPOSED HANDICAP RAMP (SEE GRADING PLAN AND DETAILS). S9 PROPOSED SITE LIGHTING FIXTURE. PROVIDE BRUSHED ALUMINUM FINISH TO MATCH EXISTING FIXTURES. (SEE LIGHTING PLAN PH1.0) S10 PROPOSED HANDICAP SIGN. (TYPICAL OF 4, SEE DETAIL). S11 PROPOSED PAINTED HANDICAP SYMBOL & STRIPING (TYPICAL OF 4 SYMBOLS, SEE DETAILS). S12 6" WHITE (TRAFFIC PAINT) PAINTED PARKING STALL STRIPING (TYPICAL). E13 STANDARD -DUTY PAVEMENT. (SEE DETAIL). SE HEAVY-DUTY PAVEMENT (SEE DETAIL). S15 LANDSCAPED AREA. (SEE LANDSCAPE PLAN FOR DETAILS). S16 PROPOSED CONCRETE WHEEL STOPS, (TYP. OF 18) SEE DETAIL. S17 PROPOSED STOP SIGN & BAR. S18 PROPOSED BUILDING PER ARCHITECTURAL PLANS. MECHANICAL UNITS, INCLUDING THE HVAC SYSTEM, WILL BE LOCATED ON THE ROOF. HVAC UNITS SHALL BE SCREENED. S19 EXTERIOR WAITING AREA WITH BENCHES. (SEE ARCHITECTURAL PLANS FOR DETAILS). S20 SCREENED DUMPSTER ENCLOSURE. SEE ARCHITECTURAL PLANS. S21 DUMPSTERS (TYPICAL OF 3), WITHIN SCREENED ENCLOSURE. S22 PROPOSED HEAVY DUTY AREA DRAIN. (SEE UTILITY PLAN & DETAILS). S23 PROPOSED 132' BROWN VERSA LOCK RETAINING WALL (SEE DETAILS) S24 PROPOSED FIRE DEPARTMENT CONNECTION (FDC, SEE UTILITY PLAN). S25 TRANSFORMER PAD WITH BOLLARDS. (SEE UTILITY PLAN). S26 PROPOSED GREASE INTERCEPTOR. (SEE M.E.P. PLANS FOR DETAIL). S27 PROPOSED SAMPLING SANITARY MANHOLE. (SEE UTILITY PLANS FOR DETAIL). S28 PROPOSED 12' X 25' LOADING AREA S29 PROPOSED PAINTED PEDESTRIAN CROSSWALK (SEE DETAILS). S30 INTEGRAL BLACK CONCRETE RAISED SIDEWALK WITH RAILING. (SEE GRADING PLAN FOR TOP/BOTTOM OF CURB ELEVATIONS). S31 EXISTING DOT DETENTION POND. S32 PROPOSED LOCATION FOR "KNOX" KEY LOCKING FIRE BOX. BOX TO BE LOCATED WITHIN 5' OF MAIN ENTRANCE AND 5' OFF THE GROUND. S33 PROPOSED DOMESTIC METER VAULT. SEE UTILITY PLAN. S34 PROPOSED FIRE HYDRANT. SEE UTILITY PLAN. S35 PROPOSED "VAN ACCESSIBLE" SIGN AND PAVEMENT MARKINGS. SEE DETAILS. S36 PROPOSED CONCRETE FILLED STEEL PIPE BOLLARD (TYP. OF 6). SEE DETAILS. S37 PROPOSED PEDESTRIAN CROSSING SIGN. SEE DETAILS. S38 PROPOSED PEDESTRIAN CROSSING SIGN. SEE DETAILS. S39 RESTORES EXISTING LANDSCAPE AREA WITH SIMILAR PLANTING APPROVED BY THE LL. NO TREES WITHIN ACSA EASEMENT AREA. ACSA WILL ONLY ALLOW SMALL SHRUBS NEAR METER VAULT. Greenberghrrow 153 Cordaville Road, Suite 210 Southborough, MA 01772 t: 508 229 0032 COPYRIGHT NOTICE This drawing is the property of the above referenced Professional and is not to be used for any purpose other than the specific project and site named herein, and cannot be reproduced in any manner without the express written permission from the Professional ISSUE/REVISION RECORD DATE DESCRIPTION 07/02/15 ARB PERMIT SET 01/22/16 ARB RESUBMITTAL 03/25/16 PERMIT SET 05/11/16 COORDINATION SET 05/27/16 PERMIT SET R-1 06/02/16 LL/PRE-PERMIT REVIEW SET 06/06/16 BID SET 7/22/16 LANDLORD RESPONSE 07/26/16 PERMIT SET R-2 PROFESSIONAL SEAL q g� ?arp Al LICENSE # 0402019570 PROFESSIONAL IN CHARGE JOHN NOURZAD P.E. PROJECT MANAGER ANDRE PIMENTEL QUALITY CONTROL STEPHEN POWERS P.E. DRAWN BY GIOVANNII FODERA E.I.T. PROJECT NAME 'IYI CHARLOTTESVILLE VIRGINIA 455 ALBEMARLE SQUARE ALBEMARLE COUNTY Ll X SCS = ROA©HOU5E PROJECT NUMBER 20140710.0 SHEET TITLE SITE LAYOUT PLAN SHEET NUMBER �rw r____---- ..___.. ----------- i 1 P �• 011M ------ --- 0 }i ✓, 486 60 Jr I o I N 18 5 13 p ------ 4 ,/ �p `--------- ---- '0,00 Ii ff • I // t 1 • I ° 1 3 < \ �=� • I31 u:�'6 EU✓/!O/G "dG.'.'L�' �i/'I/ ./. % £'//G%! L - :, .... .... , s \\. ,.,.,..,. '�.�.�.. ':F. ' � • \< • •// - •y •�\ j/ �.v/.:/aaua�� �� z,„� ,:,�.a i rr.�o�: aia/, �,� 3 i ........ ...... ....... 1 ° . 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ELV.=488.50 _ o 2 ' (3)JW 1 co �* ,, I I �yV 4 €. 1 �r r� (3)JB I , • II �� �.,•.. • I I « I t l I t i 16 1131 (1)JW (1)JJW (3)JW Q. 001 \ \ " \ (3)JW (4)JB (3)JW (4)JB (4)JB (4)JJB (4)JB �V II \« \ t s 1 „ I ---- — — ---- 1 \\ f I F. 11 i » I 4 \ - < 7 7 121 7 L— Y OF Vi Ss O �� O � ,o D0 0� O 4 BEFORE i LOCATION MAP I I REFERENCE NOTES SCHEDULE �I —J I I (15) FG (2) PO i l EXISTING TRANSFORMER TO REMAIN I 5 _, AA O Y) S P (1) 6 1 BGM (15) z PHASE 1 PERMA����NT VD JOINT USE UTILITY EASEMENT f LANDSCAPE CALCULATIONS: REQUIRED: 5% OR 464 SF (9,274)(.05)=463.70 SF 4 MEDIUM TREES (33 PARKING SPACES/10=3.3) YES 10% OR 5,920 (59,200)(.10)=5,920 YES YES PROVIDED: 9% OR 848 SF (848/9,274)=.0914 1 MEDIUM TREE, 3 LARGE TREE YES 14% OR 8,408 (8,408/59,200=.1420) YES YES 0 LANDSCAPE PLAN • 0 10 20 30 feet NORTH 7L7L7����� SCALE: 111 = 10' SYMBOL DESCRIPTION 3" DEPTH CEDAR MULCH ON WEED BARRIER IN ALL ISLANDS TYPICAL UNLESS OTHERWISE NOTED ON PLAN. INSTALL RIVER ROCK 5"-7" LENGTH ON WEED BARRIER IN PLANT BEDS ADJACENT TO BUILDING FOUNDATION AND WHERE INDICATED ON PLAN. RIVER ROCK TO BE "HAND -PLACED" AROUND ALL SHRUBS SO AS NOT TO DAMAGE MATERIAL. INSTALL NEAR FLUSH TO TOP OF SIDEWALK. SEED LAWNS WITH KENTUCKY 31 TALL FESCUE AND BLUEGRASS BLEND COMMON TO LOCALITY. 3", SCHEDULE 40 PVC IRRIGATION SLEEVE ANY DAMAGE TO ADJACENT PROPERTY OR AREAS OF WORK BY OTHERS IS TO BE REPAIRED TO ITS ORIGINAL CONDITION WITH NO ADDITIONAL COST TO OWNER. CULTIVATED BEDLINE 4" DEPTH. 7 FULL SITE TO BE IRRIGATED. PLANT SCHEDULE LARGE STQTY BOTANICAL NAME COMMON NAME CONT CAL SIZE T.C.C.. STREET TREE CODE a 0 GP 1 GinkCo biloba'Princeton Sentry' Princeton Sentry Ginkgo B & B 2.5"Cal 14 PO 4 Platmus occidentalis American Sycamore B & B 2.5"Cal 1253 MEDIUM STREET TREE CODE QTY BOTANICAL NAME COMMON NAME CONT CAL SIZE T.C.C.. 10 AA 4 Acerrubrum'Autumn Flame' Autumn Flame Maple B & B 3.5"Cal 177 V CA 1 Celts laevigata'AII Seasons Sugar Hackberry B & B 2.5'Cal 397 SP 1 Sophora japonica 'Princeton Upright' Princeton Upright Scholartree B & B 2.5"Cal 302 ORNAMENTAL TREES CODE QTY BOTANICAL NAME COMMON NAME CONT CAL SIZE T.C.C.. 0 CO 3 Cards canadensis'Oklahoma' Oklahoma Redbud B & B 6•-8• HT. MIN. 124 SHRUBS CODE QTY BOTANICAL NAME COMMON NAME CONT HEIGHT SPREAD AD 30 Abelia x grandiflora •Dwarf Dwarf Abelia Cont. 18"-24" Ht. BGM 56 Buxus x 'Green Mountain' Boxwood Cont. 24"-36" Ht. 2 TCC: 4 CB 6 Caryopteds x clandonensis •Longwood Blue' Blue Mist Shrub Cont. 24" Ht. Min. TCC: 10 Q FG 38 Fothergilla gardenii Dwarf Fothergilla Cont. 24" Ht. Min. TCC: 3 �w0• IB 4 Ilex meserveae •Blue Princess• TM Blue Princess Holly Cont. 4. 6' Ht, TCC: 23 � f JB 31 TCC: ms chinensis'Blue Poinf Blue Point Juniper Cont. 36" Ht. Min. '/►vim' TCC: 11 1 t JW 21 Juniperus scopulorum 'Wichita Blue' Wichita Blue Juniper B & B 7' Min. Ht. ��'•�/y TCC: 11 • j PN 17 Picea abies 'Nidiformis• Nest Spruce Cont. 24"-30" Ht. Min. 11..// TCC: 9 0 RAG 10 Rhus aromatica •Gro -Low' Gro -Low Fragrant Sumac Cont. 24" Ht. Min. POA 3,696 sf Seed Kentucky 31 Tall Fescue and Bluegrass seed SHRUB HEIGHT MEASUREMENTS ARE TO BE AS MEASURED FROM TOP OF ROOTBALL (TYP.) GENERAL NOTES: 1. GRAPHIC SYMBOLS TAKE PRECEDENCE OVER WRITTEN QUANTITIES AND KEYS ON PLAN. 2, CONTRACTOR TO REPAIR AND REPLACE ANY PLANT MATERIAL DAMAGED BY THIS CONSTRUCTION OUTSIDE PROJECT LIMITS. ANY EXISTING PLANT MATERIAL DAMAGED BY CONTRACTOR DURING CONSTRUCTION SHALL BE REPLACED WITH LIKE MATERIAL OF SIMILAR SPECIES AND SIZE AT THE CONTRACTOR'S EXPENSE WITH NO ADDITIONAL COST TO OWNER OR TENANT. 3. TWO WEEKS PRIOR TO PLANTING, THE CONTRACTOR SHALL SUBMIT TO THE OWNER / OWNER'S REPRESENTATIVE A PLANT PHOTO SUBMITTAL FOR APPROVAL. IF REQUESTED, BY THE OWNER, THE LANDSCAPE ARCHITECT WILL TAG THE MATERIAL. 4. EACH PHOTO SHALL CLEARLY SHOW THE SIZE, FORM, AND BRANCHING STRUCTURE AND QUALITY OF THE PLANT. 5. EACH PHOTO SHALL HAVE THE PLANT NAME, SIZE AND SPECIFICATIONS LABELED ON THE PHOTO. 6. ANY PHOTO SHOWING A GROUP OF PLANTS CLOSE TOGETHER WILL NOT BE ACCEPTED. 7. NO PARTIAL OR INCOMPLETE SUBMITTAL WILL BE ACCEPTED FOR REVIEW. ANY REJECTED SPECIES WILL BE SUBJECT TO RESUBMITTAL. 8. SAMPLES OF RIVER ROCK COBBLESTONE ARE TO BE PROVIDED TO OWNER/TENANT FOR REVIEW AND APPROVAL TWO (2) WEEKS PRIOR TO CONSTRUCTION. NO COBBLESTONE IS TO BE INSTALLED WITHOUT PRIOR APPROVAL FROM TEXAS ROADHOUSE. 9. CONTRACTOR TO PROVIDE SITE IRRIGATION FOR ALL LANDSCAPE AREAS. LANDSCAPE IRRIGATION TO PROVIDE 100% COVERAGE OF ALL PLANTED AREAS. SHRUB BEDS TO BE WATERED WITH SUBSURFACE IRRIGATION. LAWN AREAS TO BE KEPT ON SEPARATE ZONES FROM SHRUB BEDS, DO NOT SPRAY ONTO BUILDING. IRRIGATION SYSTEM TO BE DESIGNED INSTALLED PER ALL LOCAL, STATE AND FEDERAL CODES. 10. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. MAINTENANCE OF LANDSCAPING: THE OWNER, TENANT, OR AGENT, IF ANY, SHALL BE RESPONSIBLE FOR PROVIDING, PROTECTING AND MAINTAINING ALL LANDSCAPING IN HEALTHY GROWING CONDITIONS, REPLACING IT WHEN NECESSARY TO ENSURE CONTINUOUS CONFORMANCE WITH THESE GUIDELINES AND KEEPING IT FREE FROM REFUSE AND DEBRIS. MAINTENANCE SHALL INCLUDE THE REPLACEMENT OF ALL DEAD PLANT MATERIAL WITHIN THE GUARANTEED CONTRACT PERIOD. GreeinberUFarrow CoA#: 153 Cordaville Road, Suite 210 Southborough, MA 01722 t: 508 229 0032 PROJECT TEAM COPYRIGHT NOTICE This drawing is the property of the above referenced Professional and is not to be used forany purpose other than the specific project and site named herein, and cannot be reproduced in any manner without the express written permission from the Professional ISSUE/REVISION RECORD 10/22/15 ARB SUBMITTAL 12/31/15 ARB RESUBMITTAL 01/22/16 ARB RESUBMITTAL 03/25/16 PERMIT SET 04/06/16 ARB RESUBMITTAL 05/11/16 COORDINATION SET 05/27/16 PERMIT SET R-1 06/06/16 BID SET 06/22/16 LANDSCAPE REVISION 07/22/16 LANDLORD RESPONSE 08/31/16 LANDSCAPE REVISIONS PROFESSIONAL SEAL PROFESISIONAL IN CHARGE J / , 2,_ ' PROFESSIiONAL LANDSCAPE ARCHITECT LICENSE N0. '1859 PROJECT MANAGER AIPIDRE ?i`> EI`I•CE_L QUALITY CONTROL S t P EN ;r^' v',1ERS DRAWN BY PROJECT NAME TEXAS ROADHOUSE CHARLOTTESVILLE VA 455 ALBEMARLE SQUARE ALBEMARLE COUNTY PROJECT NUMBER 20140710.0 SHEET TITLE LANDSCAPE PLAN SHEET (NUMBER L1.0 REQUIRED: PROVIDED: STREET TREES PARKING AREA SEMINOLE TRAIL/ 6 LARGE TREES 2 LARGE TREES LANDSCAPE AREA ENTRANCE CORRIDOR (211 LF/35=6.03) 5 MEDIUM TREES 5 MEDIUM TREES TREES (211 LF/40=5.28) 5 FLOWERING ORNAMENTAL TREES 3 FLOWERING ORNAMENTAL TREES FOUNDATION LANDSCAPING (TREES SHOULD BE INTERSPERSED -✓w AMONG THE LARGE SHADE TREES TREE CANOPY COVERAGE REQUIRED) ALBEMARLE SQURE 3 LARGE TREES 0 LARGE TREE* SHRUBS ALONG PUBLIC STREES (147 LF/50=2.94) SEMINOLE TRAIL ALBEMARLE SQUARE 4 MEDIUM TREES 0 MEDIUM TREES* (147 LF/40= 3.67) *TREES MAY NOT BE PLACED DIRECTLY OVER UNDERGROUND FACILITY PER EMAIL FROM DAVE COVINGTON DATED 08/19/15 REQUIRED: 5% OR 464 SF (9,274)(.05)=463.70 SF 4 MEDIUM TREES (33 PARKING SPACES/10=3.3) YES 10% OR 5,920 (59,200)(.10)=5,920 YES YES PROVIDED: 9% OR 848 SF (848/9,274)=.0914 1 MEDIUM TREE, 3 LARGE TREE YES 14% OR 8,408 (8,408/59,200=.1420) YES YES 0 LANDSCAPE PLAN • 0 10 20 30 feet NORTH 7L7L7����� SCALE: 111 = 10' SYMBOL DESCRIPTION 3" DEPTH CEDAR MULCH ON WEED BARRIER IN ALL ISLANDS TYPICAL UNLESS OTHERWISE NOTED ON PLAN. INSTALL RIVER ROCK 5"-7" LENGTH ON WEED BARRIER IN PLANT BEDS ADJACENT TO BUILDING FOUNDATION AND WHERE INDICATED ON PLAN. RIVER ROCK TO BE "HAND -PLACED" AROUND ALL SHRUBS SO AS NOT TO DAMAGE MATERIAL. INSTALL NEAR FLUSH TO TOP OF SIDEWALK. SEED LAWNS WITH KENTUCKY 31 TALL FESCUE AND BLUEGRASS BLEND COMMON TO LOCALITY. 3", SCHEDULE 40 PVC IRRIGATION SLEEVE ANY DAMAGE TO ADJACENT PROPERTY OR AREAS OF WORK BY OTHERS IS TO BE REPAIRED TO ITS ORIGINAL CONDITION WITH NO ADDITIONAL COST TO OWNER. CULTIVATED BEDLINE 4" DEPTH. 7 FULL SITE TO BE IRRIGATED. PLANT SCHEDULE LARGE STQTY BOTANICAL NAME COMMON NAME CONT CAL SIZE T.C.C.. STREET TREE CODE a 0 GP 1 GinkCo biloba'Princeton Sentry' Princeton Sentry Ginkgo B & B 2.5"Cal 14 PO 4 Platmus occidentalis American Sycamore B & B 2.5"Cal 1253 MEDIUM STREET TREE CODE QTY BOTANICAL NAME COMMON NAME CONT CAL SIZE T.C.C.. 10 AA 4 Acerrubrum'Autumn Flame' Autumn Flame Maple B & B 3.5"Cal 177 V CA 1 Celts laevigata'AII Seasons Sugar Hackberry B & B 2.5'Cal 397 SP 1 Sophora japonica 'Princeton Upright' Princeton Upright Scholartree B & B 2.5"Cal 302 ORNAMENTAL TREES CODE QTY BOTANICAL NAME COMMON NAME CONT CAL SIZE T.C.C.. 0 CO 3 Cards canadensis'Oklahoma' Oklahoma Redbud B & B 6•-8• HT. MIN. 124 SHRUBS CODE QTY BOTANICAL NAME COMMON NAME CONT HEIGHT SPREAD AD 30 Abelia x grandiflora •Dwarf Dwarf Abelia Cont. 18"-24" Ht. BGM 56 Buxus x 'Green Mountain' Boxwood Cont. 24"-36" Ht. 2 TCC: 4 CB 6 Caryopteds x clandonensis •Longwood Blue' Blue Mist Shrub Cont. 24" Ht. Min. TCC: 10 Q FG 38 Fothergilla gardenii Dwarf Fothergilla Cont. 24" Ht. Min. TCC: 3 �w0• IB 4 Ilex meserveae •Blue Princess• TM Blue Princess Holly Cont. 4. 6' Ht, TCC: 23 � f JB 31 TCC: ms chinensis'Blue Poinf Blue Point Juniper Cont. 36" Ht. Min. '/►vim' TCC: 11 1 t JW 21 Juniperus scopulorum 'Wichita Blue' Wichita Blue Juniper B & B 7' Min. Ht. ��'•�/y TCC: 11 • j PN 17 Picea abies 'Nidiformis• Nest Spruce Cont. 24"-30" Ht. Min. 11..// TCC: 9 0 RAG 10 Rhus aromatica •Gro -Low' Gro -Low Fragrant Sumac Cont. 24" Ht. Min. POA 3,696 sf Seed Kentucky 31 Tall Fescue and Bluegrass seed SHRUB HEIGHT MEASUREMENTS ARE TO BE AS MEASURED FROM TOP OF ROOTBALL (TYP.) GENERAL NOTES: 1. GRAPHIC SYMBOLS TAKE PRECEDENCE OVER WRITTEN QUANTITIES AND KEYS ON PLAN. 2, CONTRACTOR TO REPAIR AND REPLACE ANY PLANT MATERIAL DAMAGED BY THIS CONSTRUCTION OUTSIDE PROJECT LIMITS. ANY EXISTING PLANT MATERIAL DAMAGED BY CONTRACTOR DURING CONSTRUCTION SHALL BE REPLACED WITH LIKE MATERIAL OF SIMILAR SPECIES AND SIZE AT THE CONTRACTOR'S EXPENSE WITH NO ADDITIONAL COST TO OWNER OR TENANT. 3. TWO WEEKS PRIOR TO PLANTING, THE CONTRACTOR SHALL SUBMIT TO THE OWNER / OWNER'S REPRESENTATIVE A PLANT PHOTO SUBMITTAL FOR APPROVAL. IF REQUESTED, BY THE OWNER, THE LANDSCAPE ARCHITECT WILL TAG THE MATERIAL. 4. EACH PHOTO SHALL CLEARLY SHOW THE SIZE, FORM, AND BRANCHING STRUCTURE AND QUALITY OF THE PLANT. 5. EACH PHOTO SHALL HAVE THE PLANT NAME, SIZE AND SPECIFICATIONS LABELED ON THE PHOTO. 6. ANY PHOTO SHOWING A GROUP OF PLANTS CLOSE TOGETHER WILL NOT BE ACCEPTED. 7. NO PARTIAL OR INCOMPLETE SUBMITTAL WILL BE ACCEPTED FOR REVIEW. ANY REJECTED SPECIES WILL BE SUBJECT TO RESUBMITTAL. 8. SAMPLES OF RIVER ROCK COBBLESTONE ARE TO BE PROVIDED TO OWNER/TENANT FOR REVIEW AND APPROVAL TWO (2) WEEKS PRIOR TO CONSTRUCTION. NO COBBLESTONE IS TO BE INSTALLED WITHOUT PRIOR APPROVAL FROM TEXAS ROADHOUSE. 9. CONTRACTOR TO PROVIDE SITE IRRIGATION FOR ALL LANDSCAPE AREAS. LANDSCAPE IRRIGATION TO PROVIDE 100% COVERAGE OF ALL PLANTED AREAS. SHRUB BEDS TO BE WATERED WITH SUBSURFACE IRRIGATION. LAWN AREAS TO BE KEPT ON SEPARATE ZONES FROM SHRUB BEDS, DO NOT SPRAY ONTO BUILDING. IRRIGATION SYSTEM TO BE DESIGNED INSTALLED PER ALL LOCAL, STATE AND FEDERAL CODES. 10. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. MAINTENANCE OF LANDSCAPING: THE OWNER, TENANT, OR AGENT, IF ANY, SHALL BE RESPONSIBLE FOR PROVIDING, PROTECTING AND MAINTAINING ALL LANDSCAPING IN HEALTHY GROWING CONDITIONS, REPLACING IT WHEN NECESSARY TO ENSURE CONTINUOUS CONFORMANCE WITH THESE GUIDELINES AND KEEPING IT FREE FROM REFUSE AND DEBRIS. MAINTENANCE SHALL INCLUDE THE REPLACEMENT OF ALL DEAD PLANT MATERIAL WITHIN THE GUARANTEED CONTRACT PERIOD. GreeinberUFarrow CoA#: 153 Cordaville Road, Suite 210 Southborough, MA 01722 t: 508 229 0032 PROJECT TEAM COPYRIGHT NOTICE This drawing is the property of the above referenced Professional and is not to be used forany purpose other than the specific project and site named herein, and cannot be reproduced in any manner without the express written permission from the Professional ISSUE/REVISION RECORD 10/22/15 ARB SUBMITTAL 12/31/15 ARB RESUBMITTAL 01/22/16 ARB RESUBMITTAL 03/25/16 PERMIT SET 04/06/16 ARB RESUBMITTAL 05/11/16 COORDINATION SET 05/27/16 PERMIT SET R-1 06/06/16 BID SET 06/22/16 LANDSCAPE REVISION 07/22/16 LANDLORD RESPONSE 08/31/16 LANDSCAPE REVISIONS PROFESSIONAL SEAL PROFESISIONAL IN CHARGE J / , 2,_ ' PROFESSIiONAL LANDSCAPE ARCHITECT LICENSE N0. '1859 PROJECT MANAGER AIPIDRE ?i`> EI`I•CE_L QUALITY CONTROL S t P EN ;r^' v',1ERS DRAWN BY PROJECT NAME TEXAS ROADHOUSE CHARLOTTESVILLE VA 455 ALBEMARLE SQUARE ALBEMARLE COUNTY PROJECT NUMBER 20140710.0 SHEET TITLE LANDSCAPE PLAN SHEET (NUMBER L1.0 BB:LOV340%. VISIBLE LIGHT REFLECTANCE PLUS) SHALL NOT EXCEED 30%. FRONT ELEVATION (WEST) PANEL GATES, PAINT# REAR ELEVATION (EAST) GREEN METAL CAP FLASHING SLOPE TO MATCH METAL ROOF eII _— TOP OF L v +27- DRIP EDGE, SECURE W/ COUPLE 2X6 CLEAT (BO1H SIDES) TOP PLATE AND SEAL SINGLE PLY ROOF-/ CIJP ANGLE MEMBRANE. UP PARAPET WALL & BRICK SOLDIER COURSE SECURE UNDER CAP W/ 1/2° PROJECTION FLASHING APA RATED PLYWOOD BRICK ROWLOCK COURSES SHEATHING W/ 1/2" PROJECTION CRICK VENEER BRICK PARAPET DETAIL OreenbergFarrow 21 S, Evergreen Ave. Suite 200 Arlington Heights, Illinois 60005 t: 847 788 9200 F: 847 788 9536 RIGHT ELEVATION (SOUTH) ....... _._....... ___.....__...... ........... ....... ..... LEFT ELEVATION (NORTH) VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED EXTERIOR FINISH SCHEDULE BUILDING ITEMS DESCRIPTION BUILDING ITEMS DESCRIPTION WOOD SIDING, PRE -STAINED CEDAR, HENRY POOR LUMBER METALDOORS PAINT #3: TRIM, & WOOD CEDARTONE TWP #1501 STAIN FORMULA AND FRAMES SHERWIN WILLIAMS PAINTS, GLOSS BLACK SHUTTERS FRONT ENTRANCE METAL DOORS (FAUX WOOD) BRICKVENEER CLAYMEX DOORS STEELCRAFT "GRAIN -TECH" (MAPLE FINISH) OLD DENVER FASCIA BOARD PAINT#1 STONEVENEER PROVIA: HERITAGE STONE AND GUTTERS SHERWIN WILLIAMS PAINTS DRY STACK COLLECTION: "SHAWNEE" GREEN, TO MATCH METAL ROOF METAL ROOF METAL SALES 5V- CRIMP, FOREST GREEN DOWNSPOUTS PAINT#2: SHERWIN WILLIAMS PAINTS DUMPSTER GATES PAINT #3: "I I1ROADSIDE" #2795 & BOLIAROS SHERWIN WILLIAMS PAINTS, GLOSS BLACK DISCLAIMER NOTE: THE COLORS DEPICTED ON THESE ELEVATIONS ARE FOR GRAPHIC REPRESENTATION PURPOSES ONLY. PLEASE REFER TO MATERIAL BOIARD FOR ACTUAL SAMPLE OF COLORS AND TEXTURES TEXAS ROADHOUSE EXTERIOR ELEVATIONS CHARLOTTESVILLE, VA SCALE: 1/8" = V-0" 7163 SF n Z.0 20140710.0 (1 ARB RESUBMITTAL: 1/22/16