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HomeMy WebLinkAboutARB201600009 Plan - Approved 2016-06-02EASEMENTS/AGREEMENTS THAT AFFECT SUBJECT LEASED AREA. BUT CANNOT BE SHOWN: - AGREEMENT FOR SANITARY SEWER INSTALLATION D.B. 645, PG. 195 (EXCEPTION 11) - AGENCY AGREEMENT D.B. 1123, PG. 44 (EXCEPTION 15) - DEED OF CROSS EASEMENT D.B. 1123, PG. 118 (EXCEPTION 16) - EASEMENT RIGHT OF WAY D.B. 1282, PG. 78 (EXCEPTION 17 - SHORT FORM OF LEASE D.B. 626, PG. 303 (EXCEPTION 30) D.B. 626, PG. 324 (EXCEPTION 30) D.B. 1616, PG. 236 (EXCEPTION 30) D.B. 1765, PG. 419 (EXCEPTION 30) - DEED OF LEASE D.B. 2367, PG. 108 (EXCEPTION 31) D.B. 3293, PG. 443 (EXCEPTION 31) - MEMORANDUM OF LEASE D.B. 4299, PG. 568 (EXCEPTION 32) D.B. 4299, PG. 577 (EXCEPTION 32) - TERMS, COND177ONS & PROVISIONS D.B. ___ PG.--__ (EXCEPTION 34) NAIL SET EASEMENTS THAT DO NOT AFFECT SUBJECT LEASE AREA: EASEMENTS THAT CANNOT BE DETERMINED: EASEMENTS/AGREEMENTS THAT AFFECT SUBJECT PROPERTY: SETBACK, HEIGHT, AND BULK STANDARDS TAKEN - VIRGINIA PUBLIC SERVICE EASEMENT - DRAINAGE EASEMENT - UTILITY, INGRESS, EGRESS AND DRAINAGE EASEMENT FROM CHAPTER 18, SEC 25A, ALBEMARLE COUNTY E CEPTTON 5 ZONING ORDINANCE D.B 211, PG 31 (EXCEPT/0N 3) D.B. 506, PG 350 (X ) - VEPCO EASEMENT TRAFFIC SIGNAL y - ZBIGNIEW &ROSE ZABAWSKI EASEMENT D.B. 212, PG. 481 (EXCEPTION 4) D.B 605, PG. 401 (EXCEPTION 10) EASEMENT -VEPCO EASEMENT - RIGHT OF WAY TO COMMONWEALTH OF HWY. PLAN ' D.B. 530 (EXCEPTION 6) VA EASEMENT 6029-002-119 I D.B. 1301, PG. 623 (EXCEPTION 18) - 1 -- -- ------- - - - - - - - - CENTRAL TELEPHONE COMPANY EASEMENT - 20' WATERLINE EASEMENT PARKING D.B. 604, PG. 9 (EXCEPTION 9) D.B. 2173, PG. 661 (EXCEPTION 26) SE78ACK - DEED OF EASEMENT - GARDENS INVESTORS, LLC RIGHTS AND _ EASEMENTS THAT DO NOT AFFECT SUBJECT LEASE AREA: EASEMENTS THAT CANNOT BE DETERMINED: EASEMENTS/AGREEMENTS THAT AFFECT SUBJECT PROPERTY: SETBACK, HEIGHT, AND BULK STANDARDS TAKEN - VIRGINIA PUBLIC SERVICE EASEMENT - DRAINAGE EASEMENT - UTILITY, INGRESS, EGRESS AND DRAINAGE EASEMENT FROM CHAPTER 18, SEC 25A, ALBEMARLE COUNTY E CEPTTON 5 ZONING ORDINANCE D.B 211, PG 31 (EXCEPT/0N 3) D.B. 506, PG 350 (X ) - VEPCO EASEMENT D.B. 585, PG. 553 (EXCEPTION 7) - ZBIGNIEW &ROSE ZABAWSKI EASEMENT D.B. 212, PG. 481 (EXCEPTION 4) D.B 605, PG. 401 (EXCEPTION 10) - VEPCO EASEMENT D.B. 653, PG. 780 (EXCEPTION 12) -VEPCO EASEMENT - RIGHT OF WAY TO COMMONWEALTH OF D.B. 683, PG. 130 (EXCEPTION 12) D.B. 530 (EXCEPTION 6) VA EASEMENT - VEPCO EASEMENT - CENTRALL TELEPHONE COMPANY EASEMENT D.B. 1301, PG. 623 (EXCEPTION 18) D.B. 1425, PG 466 (EXCEPTION 20) D.B. 500, PG. 340 (EXCEPTION 8) D.B. 2946, PG. 137 (EXCEPTION 18) - 20' AND 15" SEWER EASEMENT - CENTRAL TELEPHONE COMPANY EASEMENT - 20' WATERLINE EASEMENT D.B. 1447, PG 416 (EXCEPTION 21) D.B. 604, PG. 9 (EXCEPTION 9) D.B. 2173, PG. 661 (EXCEPTION 26) - 20' WATERLINE EASEMENT - DEED OF EASEMENT - GARDENS INVESTORS, LLC RIGHTS AND D.B. 1460, PG. 695 (EXCEPTION 22) D.B. 807, PG. 87 (EXCEPTION 13) EASEMENT - VEPCO EASEMENT - VEPCO EASEMENT D.B. 1811, PG. 230 (EXCEPTION 28) D.B. 1568, PG. 291 (EXCEPTION 24) D.B. 844, PG. 751 (EXCEPTION 14) - MEMORANDUM LEASE D.B. 672, PG. 675 (EXCEPTION 33) - TERMS, CONDITIONS, PROVISIONS AND EASEMENT - RIGHT OF WAY GAS LINE EASEMENT D.B.4596, PG. 743 (EXCEPTION 35) D.B. 2946, PG. 137 (EXCEPTION 19) NOTES - WATERLINE EASEMENT D.B. 1464, PG 456 (EXCEPTION 23) 1.) THIS SURVEY WAS MADE WITH THE BENEFIT OF A TITLE COMMITMENT FROM FIRST AMERICAN TITLE -SANITARY SEWER EASEMENT COMPANY NA77ONAL COMMERCIAL SERVICES No. NCS -724491, EFFEC77VE APRIL 2, 2015 D.B. 1765, PG 720 (EXCEPTION 25) 2.) THE PROPERTY DESCRIBED ON THIS SURVEY DOES NOT LIE WITHIN A SPECIAL FLOOD HAZARD AREA - RIGHT OF WAY CABLE EASEMENT - (SFHA) AS DEFINED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY. THE PROPERTY LIES D.B. 3805, PG 136 (EXCEPTION 27) WITHIN ZONE `X" . COMMUNITY PANEL No. 51003CO278D, DATED:FEBRUARY 4, 2005 3) ONLY SURFACE INDICAT70NS OF UNDER GROUND U77LI77ES WERE LOCATED ON THIS SURVEY ZONING PD -MC MINIMUM YARD - ADJACENT TO PUBLIC STREETS. NO PORTION OF ANY STRUCTURE, EXCLUDING SIGNS, SHALL BE ERECTED CLOSER THAN THIRTY (30) FEET TO ANY PUBLIC STREET RIGHT-OF-WAY. NO OFF-STREET PARKING OR LOADING SPACE SHALL BE LOCATED CLOSER THAN TEN (10) FEET TO ANY PUBLIC STREET RIGHT -OF- WAY. HEIGHT - HEIGHT NOT TO EXCEED SIXTY-FIVE (65) ,FEET- PROVIDED THAT ANY STRUCTURE EXCEEDING THIRTY-FIVE (35) FEET IN HEIGHT SHALL BE SET BACK FROM ANY STREET RIGHT-OF-WAY OR SINGLE-FAMILY RE-SIDEN77AL OR AGRICULTURAL DISTRICT • IN ADD177ON TO MINIMUM YARD REQUIREMENTS, A DISTANCE OF NOT LESS 774AN TWO (2) FEET FOR EACH ONE (1) FOOT OF HEIGHT IN EXCESS OF 7HIRTY-FIVE (35) FEET. VICINITY MAP - 1"=2000' 1 - CASTLE GARDENS SHOPPING CENTER EASEMENT 4.) ZONING. PD -MC +# D.B. 2673, PG. 329 (EXCEPTION 29) ALL SETBACKS, /HEIGHT RESTRICTIONS, PARKING 5.) THIS PARCEL HAS DIRECT ACCESS SEMINOLE TRAIL WHICH IS A PUBLIC DEDICATED RIGHT-OF-WAY. REQUIREMEN75, AND BULK STANDARDS SHOWN OR 6.) PARKING PROVIDED..............15 REG.. SPACES N07ED ON THIS PLAT ARE OPEN TO INTERPRETA77ON CERTIFICATION ................0 HCP SPACES BY THE ALBEA4ARLE COUNTY OFFICIALS. _ 15 TOTAL SPACES_ TO: TEXAS ROADHOUSE HOLDINGS LLC, FIRST AMERICAN TITLE COMPANY: APPROXIMATE LOCATION OF RIO ASSOCIATES LIMITED PARTNERSHIP _ 15' DRAINAGE EASEMENT THIS IS TO CERTIFY 774AT THIS MAP OR PLAT AND 774E SURVEY ON PARCEL ID: 06100-00-00-12300_ D.B. 58S PG 553 WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH THE 2011 D.B. 4596, PG. 743 MHS MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/ACSM LAND TI7LE ZONING PD -MC _ - TOP: 489.58 SURVEYS, JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS. 604 ALBEMARLE SQ _ ss- ss a ss ss --er 15' SEWER AND THE FIELD WORK WAS COMPLETED ON X. GAS EASEMENT D.B. 1447, PG. 416 - - - - - - - - - - - - - r------------ ____------- . MHS (SEALED) TOP: 486.60 I I NAIL I S24 2130"W 220.00' SET 10 I I - I I 20' SEWER AND GAS - RIO ASSOCIA7ES LIMITED PARTNERSHIP APPROXIMATE I I EASEMENT D.B. 1447, PG. 416 PARCEL ID: 06100-00-00-12300 I LOCA77ON OF I I 20' WA7ERLINE . (PART OF) I I PROPOSED I EA c� D.B. 4596, PG. 743 BUILDING ASPHALT Im ZONING PD -MC I . I D.B. 1460, PG. 695 LEASE AREA: 0.68 ACRES . 29,700.00 SQ FT I . I sBAee ' 604 ALBEMARLE SQ I I�APPROXIMATE -Al LOCA 77ON OF - - QUICK CLAIM I O O I VEPCO EASEMENT . II r a I D.B. 683 PG. 130 . CONORE7£ I ' I s1.s1' 24.54' tl. - , I I APPROXIMATE LOCATION 3817----- 7583" I NEW VEPCO EASEMENT 1 STORY BRICK BUILDING I i it D.B. 683, PG 130 1,593 SQ FT FF ELEVA770N: 486.19' 3 N HEIGHT t9.0 A/Z UTILITY EASEMEN �� HWY. PLAN MHD M / 6029-002-119 7OP: 484.54 rn 30.87'OF RW -2 V. 0 INV. 479.54 L 16.51' ,<---._..........-. '� 2 II RIGHT AS E WAY - - - - NT BUILDING \ 12 RCP Dy I D.B. 1425, PG. 416 __ _ ------------\ ------ ---_-- -----_ -= -=- I -------------I--- --_- NAIL \ DRAINAGE EASEMENT HWY. PLAN 6029-002-119 APPROXIMATE LOCABON .OF VEPCO -EASEMENT D.B. 653, PG. 780 RM. VDOT AND DOMINION EASEMENT D.B. 4596, PG 743 DRAWN 3 SDF \---------- T o ---------- o \ VEPCO EASEMENT D.B. 1568,, PG,291 , ii r-- -L ------ ----�--�_ ----------------4-�- \ NAIL 99n. nn' .AFT 229 S2' CURB AND SHMINOI-H TRAIL U.S ROUTE 29 VAR/ABLE NWDTH R/W LT METES AND BOUNDS AT THE EAST LINE OF SEMINOLE TRAIL, U.S. ROUTE 29, A VARIABLE WIDTH RIGHT OF WAY, SAID POINT BEING 1270' TO THE NOR774 LINE OF RIO ROAD EAST, A VARIABLE WIDTH RIGHT OF WAY, THENCE ALONG SEMINOLE TRAIL, N2421'30"E, 229.62' TO THE POINT OF BEGINNING, THENCE CONTINUE ALONG SEMINOLE TRAIL N2421'30"E, 220.00' TO A POINT THENCE LEAVE SAID SEMINOLE TRAIL S6538'30"E, 135.00' TO A POINT THENCE 52421'30"W, 220.00' TO A POINT,• THENCE N6538'30"W, 135.00' TO THE POINT OF BEGINNING. SAID LEASE PARCEL CONTAINING 0.68 ACRE OR 29,700.00 SQUARE FEET. DRAFT y GRAPHIC SCALE KARL T. LIPSCDMB 20 0 10 20 40 LIC, N0. 3218 07-24-2015 ( IN FEET ) �ND SIIRVE�p 1 inch = 20 ft. EILT�4/f1CSW LAND J -l= SURI/_Y OF D. 69 4CRFS IF Z",O SITIlf1TZD ,4T SZ115VOZZ rR,414 U.S. RDIITZ 29 CIIf1RL0TTZ'SVILLZ' DISTRICT ALB jW4RLZ' CDUNTY, VlRrljVIA SCALE 1" = 20' REVISED JULY24, 2015 MAY 15, 2015 Townes SITE ENGINEERING 9850 LORI ROAD, SUITE 201 CHESTERFIELD, VIRGINIA 23832 PHONE.(804) 748-9011 FAX (804) 748-2590 (.'HLGKtU tf r: LEGEND • BOLLARD EM ELECTRIC METER HEAT PUMP TREE SHRUBS _- SIGN LIGHT POLE o ® CLEAN OUT DRAINAGE MANHOLE SANITARY SEWER MANHOLE LT METES AND BOUNDS AT THE EAST LINE OF SEMINOLE TRAIL, U.S. ROUTE 29, A VARIABLE WIDTH RIGHT OF WAY, SAID POINT BEING 1270' TO THE NOR774 LINE OF RIO ROAD EAST, A VARIABLE WIDTH RIGHT OF WAY, THENCE ALONG SEMINOLE TRAIL, N2421'30"E, 229.62' TO THE POINT OF BEGINNING, THENCE CONTINUE ALONG SEMINOLE TRAIL N2421'30"E, 220.00' TO A POINT THENCE LEAVE SAID SEMINOLE TRAIL S6538'30"E, 135.00' TO A POINT THENCE 52421'30"W, 220.00' TO A POINT,• THENCE N6538'30"W, 135.00' TO THE POINT OF BEGINNING. SAID LEASE PARCEL CONTAINING 0.68 ACRE OR 29,700.00 SQUARE FEET. DRAFT y GRAPHIC SCALE KARL T. LIPSCDMB 20 0 10 20 40 LIC, N0. 3218 07-24-2015 ( IN FEET ) �ND SIIRVE�p 1 inch = 20 ft. EILT�4/f1CSW LAND J -l= SURI/_Y OF D. 69 4CRFS IF Z",O SITIlf1TZD ,4T SZ115VOZZ rR,414 U.S. RDIITZ 29 CIIf1RL0TTZ'SVILLZ' DISTRICT ALB jW4RLZ' CDUNTY, VlRrljVIA SCALE 1" = 20' REVISED JULY24, 2015 MAY 15, 2015 Townes SITE ENGINEERING 9850 LORI ROAD, SUITE 201 CHESTERFIELD, VIRGINIA 23832 PHONE.(804) 748-9011 FAX (804) 748-2590 (.'HLGKtU tf r: FLOOR PLAN GreenbergFarrow 21 S. Evergreen Ave. Suite 200 Arlington Heights, Illinois 60005 t: 847 788 9200 f: 847 788 9536 TEXAS ROADHOUSE CHARLOTTESVILLE, VA 7163 SF 20140710.0 FLOOR PLAN EXHIBIT SCALE: 1/8" = 14" A1.0 ARB RESUBMITTAL: 1/22/16 RMANEg EASEMENT (+� s BE T II it® FM j ' ry igonv�umm— ■®�j ■I�/YI q E� ��■97 I ! ! i1 . ! ! ggl�� !► w i e �I �I - :: T199 m. MINA 041 ,:: 0 ^10 20 q \80 feet a SCALE,1':,�� .. � NORT I -wit LANDSCAPE PLAN LANDSCAPE CALCULATIONS: I W.m lJ `/ REQUIRED. q A/ 1f3.L {�iF LOCATION MAP PLANT SCHEDULE 1 — 4 LARGE TREES - (211 LF/50 = 4.22) A. z5oa ,255 , n a���em�samnc'„xso eaa z.s ca ,a Po a ca ouaa�os Ame ca v o,e a TREES 5 MEDIUM TREES 5 MEDIUM TREES' �It/t/ (211 LF/40=5.28) `4.,..+•aE nn 4 A -111 - All— F.me m.a= RAR asca ,v , Gell, e All Sea, 5"Sar­Ry aae 25ea s, L — — — — YES GP , soPno ,ao �P,��-Pe v,��e,o.w,sn,srno aA,ee aae z.5 cap -2 ALBEMARLE COUPE 3 LARGE TREES A (1)PO M1 co s -1em oxanoma ­ ams l, 1 11 11111"1 111"GAL 111E 5(D (8,388/59,200=.1416) SHRUBS ALONG PUBLIC STRESS �I 0 MEDIUM TREES' aoM as .C�4 eMW� ao:°odea Goy, za36H,. (147 LF/40= 3.67) YES Ue 0 La s as e M,snn HM 6 LARGE TREES 0 aG 3� a ee3"a1.eP"��e==9TM B,�aPF��a=a� �� ��, a �; MM1 Hl Te aw z, s- Hl, To "m w a„a w a "e � a e ,,. oT_,, ` a10 °W 1. 11 Te ati e M" RAG 15 R� 310 w LL F,a9-,5Rm Com z4 HIM,. (TREES SHOULD BE INTERSPERSED AMONG 01)FIG (2)PO , —.®_s.t_ POA 4o se"a xem",,kvs,TAI F....a"ae-G... +eea *TREES MAY NOT BE PLACED DIRECTLY OVER UNDERGROUND FACILITY PER EMAIL FROM DAVE COVINGTON DATED 08/19/15 SHRUB HEIGHT MEASUREMENTS ARE TO BE AS —� MEASURED FROM TOP OF ROOTBALL (TYP.) b, GENERAL NOTES: -'�zi "�_•. "....:.�.. - *_'- , �- �( -' :.4' i 7` _ - _ _ ' "'-' }. - 1. GRAPHIC SYMBOLS TAKE PRECEDENCE OVER WRITTEN QUANTITIES AND KEYS ON PLAN. 0 CONTRACTOR A REPAIR AND REPLACE ANY PLANT MATERIAL DAMAGE➢ R THIS D WITH UCNON OUTSIDE PROJECT LIMITS. ANY IXIIZE A PLANT 'r"" ` y Y MATERIAL OAMIAGED BY CONTRACTOR DURING CONSTRUCTION SHALL BE REPLACED WITH LIKE MATERIAL OF SIMILAR SPECIES AND SIZE AT THE .,V. CONTRACTOR'S EXPENSE WITH NO ADDITIONAL COST TO OWNER OR TENANT. p- ,}*.�,- �_ �+*�•^'.*'^ �'+ -^^` - 3. TWO WEEKS PRIOR TO PLANTING, THE CONTRACTOR SHALL SUBMIT TO THE OWNER / OWNER'S REPRESENTATIVE A PLANT PHOTO SUBMITTAL FOR u - - - - - ° - - iYYi 44° °^ *1°t `*"°"� APPROVAL IIF 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. No .(. 1:.. . ,-®^,,,sem (9) 5. EACH PHOTO SHALL HAVE THE PLANT NAME, SIZE AND SPECIFICATIONS LABELED ON THE PHOTO. ANY PHOTO SHOWING A GROUP OF PLANTS CLOSE TOGETHER WILL NOT BE ACCEPTED. 1. NO PARTIAL 0)1 INCOMPLETE SUBMIITAL WILL BE ACCEPTED FOR REVIEW. ANY REJECTED SPECIES WILL BE SUBJECT TO RESUBMITTAL IV K COBBLESTONE ARE TO BE PROVIDED i0 OWNER TENANT FOR REVIEW AND APPROVAL TWO 2 WEEKS PRIOR i0 a `q ~t 8. SAMPLES , RIVER ROC NT p t' UT PRIOR APPROVAL FROM TEXAS ROADHOUSE. { *,. CONSTRUCTION NO COBBLESTONE IS TO BE INSTALLED WITH➢ ^ t,„ CONTRACTOR TO PROVIDE SITE IRRIGATION FOR ALL LANDSCAPE ARRAS LANDSCAPE IRRIGATION TO PRONES ATE COVERAGE OF ALL PUNTED ARRAS. SHRUB BE05 TO BE WATERED WITH SUBSURFACE IRRIGATION. LAWN AREAS TO BE KEPT ON SEPARATE ZONES FROM SHRUB BEDS, DO - N NOT SPRAY OLNTO BUILDING. IRRIGATION SYSTEM TO BE DESIGNED INSTALLED PER ALL LOCAL, STATE AND FEDERAL CODES. 70. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES REFERENCE NOTES SCHEDULE IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. SYMBOL DESCRIPTION MAINTENANCE OF LANDSCAPING: THE OWNER, TENANT, OR AGENT, IF ANY, SHALL BE RESPONSIBLE FOR PROVIDING, PROTECTING AND 1❑ 3" DEPTH CEDAR MULCH ON WEED BARRIER IN ALL MAINTAINING ALL LANDSCAPING IN HEALTHY GROWING CONDITIONS, REPLACING IT WHEN NECESSARY TO ISLANDS TYPICAL UNLESS OTHERWISE NOTED ON PLAN. ENSURE CONTINUOUS CONFORMANCE WITH THESE GUIDELINES AND KEEPING IT FREE FROM REFUSE AND 2 INSTALL RIVER ROCK 5"-7" LENGTH ON WEED BARRIER IN DEBRIS. MAINTENANCE SHALL INCLUDE THE REPLACEMENT OF ALL DEAD PLANT MATERIAL WITHIN THE GUARANTEED CONTRACT PERIOD. 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. \-\TY OF I� SEED LAWNS WITH KENTUCKY 31 TALL FESCUE AND JAN BLUEGRASS BLEND COMMON TO LOCALITY. r) 2 4� 3", SCHEDULE 40 PVC IRRIGATION SLEEVE JJ/�0 [] ANY DAMAGE TO ADJACENT PROPERTY OR AREAS OF U-) WORK BY OTHERS IS TO BE REPAIRED TO ITS ORIGINAL -)uMlu CONDITION WITH NO ADDITIONAL COST TO OWNER. OA �� ,007 O © CULTIVATED BEELINE 4" DEPTH. .9 Q Cl << BEFORE y J 0 FULL SITE TO BE IRRIGATED. GreenbergFarrow COAA'. 153 Cordaville Road, Suite 210 Southborough, MA 01722 t: 508 229 0032 PROJECT TEAM P111T 1101l" [ I F ISSUE/REVISION RECORD DATE CESCRI PON 10/22/15 ARB SUBMITTAL 12/31/15 ARB RESUBMITTAL 01/22/16 ARB RESUBMITTAL 03/25/16 PERMIT SE7 04/06/16 ARB RESUBMITTAL PROFESSIONAL SEAL PROFESSIONAL IN CHARGE JOSEPH VAUGHN PROFESSIONAL LANDSCAPE ARCHITECT LICENSE N0. 1859 PROJECT MANAGER ANDRE FIId NT' L QUALITY CONTROL STEPHEN POWERS DRAWN BY SAM]I FREER PROJECT NAME TEXAS ROADHOUSE CHARLOTTESVILLE VA 455 ALBEMARLE SQUARE ALBEMARLE COUNTY TEXAS= R0�90HOU5E 0 PROJECT NUMBER ?Q ¢i 1, SHEET TITLE _ LANDSCAPE PLAN WITH EASEMENT OVERLAYS SHEET NUMBER L1.1 REQUIRED. PROVIDIED: STREET TREES SEMINOLE TRAIL 4 LARGE TREES 2 LARGE TREES - (211 LF/50 = 4.22) (848/9,274)=.0914 TREES 5 MEDIUM TREES 5 MEDIUM TREES' (211 LF/40=5.28) FOUNDATION LANDSCAPING YES 3 ORNAMENTAL TREES ALBEMARLE COUPE 3 LARGE TREES 0 LARGE TREE* (147 LF/50=2.94) (8,388/59,200=.1416) SHRUBS ALONG PUBLIC STRESS 4 MEDIUM TREES 0 MEDIUM TREES' SEMINOLE TRAIL (147 LF/40= 3.67) YES ENTRANCE CORRIDOR 6 LARGE TREES 0 LARGE TREES' (211 LF/35=6.03) 5 FLOWERING ORNAMENTAL TREES 0 FLORWERING ORNAMENTAL TREES (TREES SHOULD BE INTERSPERSED AMONG THE LARGE SHADE TREES REQUIRED) *TREES MAY NOT BE PLACED DIRECTLY OVER UNDERGROUND FACILITY PER EMAIL FROM DAVE COVINGTON DATED 08/19/15 THE OWNER, TENANT, OR AGENT, IF ANY, SHALL BE RESPONSIBLE FOR PROVIDING, PROTECTING AND 1❑ 3" DEPTH CEDAR MULCH ON WEED BARRIER IN ALL MAINTAINING ALL LANDSCAPING IN HEALTHY GROWING CONDITIONS, REPLACING IT WHEN NECESSARY TO ISLANDS TYPICAL UNLESS OTHERWISE NOTED ON PLAN. ENSURE CONTINUOUS CONFORMANCE WITH THESE GUIDELINES AND KEEPING IT FREE FROM REFUSE AND 2 INSTALL RIVER ROCK 5"-7" LENGTH ON WEED BARRIER IN DEBRIS. MAINTENANCE SHALL INCLUDE THE REPLACEMENT OF ALL DEAD PLANT MATERIAL WITHIN THE GUARANTEED CONTRACT PERIOD. 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. \-\TY OF I� SEED LAWNS WITH KENTUCKY 31 TALL FESCUE AND JAN BLUEGRASS BLEND COMMON TO LOCALITY. r) 2 4� 3", SCHEDULE 40 PVC IRRIGATION SLEEVE JJ/�0 [] ANY DAMAGE TO ADJACENT PROPERTY OR AREAS OF U-) WORK BY OTHERS IS TO BE REPAIRED TO ITS ORIGINAL -)uMlu CONDITION WITH NO ADDITIONAL COST TO OWNER. OA �� ,007 O © CULTIVATED BEELINE 4" DEPTH. .9 Q Cl << BEFORE y J 0 FULL SITE TO BE IRRIGATED. GreenbergFarrow COAA'. 153 Cordaville Road, Suite 210 Southborough, MA 01722 t: 508 229 0032 PROJECT TEAM P111T 1101l" [ I F ISSUE/REVISION RECORD DATE CESCRI PON 10/22/15 ARB SUBMITTAL 12/31/15 ARB RESUBMITTAL 01/22/16 ARB RESUBMITTAL 03/25/16 PERMIT SE7 04/06/16 ARB RESUBMITTAL PROFESSIONAL SEAL PROFESSIONAL IN CHARGE JOSEPH VAUGHN PROFESSIONAL LANDSCAPE ARCHITECT LICENSE N0. 1859 PROJECT MANAGER ANDRE FIId NT' L QUALITY CONTROL STEPHEN POWERS DRAWN BY SAM]I FREER PROJECT NAME TEXAS ROADHOUSE CHARLOTTESVILLE VA 455 ALBEMARLE SQUARE ALBEMARLE COUNTY TEXAS= R0�90HOU5E 0 PROJECT NUMBER ?Q ¢i 1, SHEET TITLE _ LANDSCAPE PLAN WITH EASEMENT OVERLAYS SHEET NUMBER L1.1 REQUIRED: PROVIDED: PARKING AREA LANDSCAPE AREA 5% OR 464 SF 9% OR 848 SF (9,274)(.05)=463.70 SF (848/9,274)=.0914 TREES 3 MEDIUM TREES 1 MEDIUM TREE, 3 LARGE TREE** (33 PARKING SPACES/10=3.3) FOUNDATION LANDSCAPING YES YES TREE CANOPY COVERAGE 10% OR 5,920 14% OR 8,388 (59,200)(.10)=5,920 (8,388/59,200=.1416) SHRUBS ALONG PUBLIC STRESS SEMINOLE TRAIL YES YES ALBEMARLE SQUARE YES YES THE OWNER, TENANT, OR AGENT, IF ANY, SHALL BE RESPONSIBLE FOR PROVIDING, PROTECTING AND 1❑ 3" DEPTH CEDAR MULCH ON WEED BARRIER IN ALL MAINTAINING ALL LANDSCAPING IN HEALTHY GROWING CONDITIONS, REPLACING IT WHEN NECESSARY TO ISLANDS TYPICAL UNLESS OTHERWISE NOTED ON PLAN. ENSURE CONTINUOUS CONFORMANCE WITH THESE GUIDELINES AND KEEPING IT FREE FROM REFUSE AND 2 INSTALL RIVER ROCK 5"-7" LENGTH ON WEED BARRIER IN DEBRIS. MAINTENANCE SHALL INCLUDE THE REPLACEMENT OF ALL DEAD PLANT MATERIAL WITHIN THE GUARANTEED CONTRACT PERIOD. 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. \-\TY OF I� SEED LAWNS WITH KENTUCKY 31 TALL FESCUE AND JAN BLUEGRASS BLEND COMMON TO LOCALITY. r) 2 4� 3", SCHEDULE 40 PVC IRRIGATION SLEEVE JJ/�0 [] ANY DAMAGE TO ADJACENT PROPERTY OR AREAS OF U-) WORK BY OTHERS IS TO BE REPAIRED TO ITS ORIGINAL -)uMlu CONDITION WITH NO ADDITIONAL COST TO OWNER. OA �� ,007 O © CULTIVATED BEELINE 4" DEPTH. .9 Q Cl << BEFORE y J 0 FULL SITE TO BE IRRIGATED. GreenbergFarrow COAA'. 153 Cordaville Road, Suite 210 Southborough, MA 01722 t: 508 229 0032 PROJECT TEAM P111T 1101l" [ I F ISSUE/REVISION RECORD DATE CESCRI PON 10/22/15 ARB SUBMITTAL 12/31/15 ARB RESUBMITTAL 01/22/16 ARB RESUBMITTAL 03/25/16 PERMIT SE7 04/06/16 ARB RESUBMITTAL PROFESSIONAL SEAL PROFESSIONAL IN CHARGE JOSEPH VAUGHN PROFESSIONAL LANDSCAPE ARCHITECT LICENSE N0. 1859 PROJECT MANAGER ANDRE FIId NT' L QUALITY CONTROL STEPHEN POWERS DRAWN BY SAM]I FREER PROJECT NAME TEXAS ROADHOUSE CHARLOTTESVILLE VA 455 ALBEMARLE SQUARE ALBEMARLE COUNTY TEXAS= R0�90HOU5E 0 PROJECT NUMBER ?Q ¢i 1, SHEET TITLE _ LANDSCAPE PLAN WITH EASEMENT OVERLAYS SHEET NUMBER L1.1 CUT AWAY ALL PLASTI COVERINGS AND ALL I CORD, PRUNE OUT ENOUGH WHOLE BRAN TO REDUCE FOLIAGE I 1/5 (NOT END TIPS) NOTE: PLANTING BEDS AROUNDTOP OF ROOTBALL TEXAS ROADHOUSE BUILDING TO TO MATCH FINISH HAVE 4"-6" LENGTH GRADE WITHIN 1" COBBLESTONE HAND PLACED AROUND ALL SHRUBS. INSTALL 3" DEPTH MULCH ON WEED BARRIER. �.. SHREDDED BARK MULCH 4" SOIL SAUCER -PLANTING MIX UNDISTURBED SOIL TREE TIES (4 REQ'D) DECIDUOUS TREE -SEE TREE CUT AWAY ALL PLASTIC CINCH TIES 12" PLANTING DETAIL COVERINGS AND ALL NYLON GRADE WITHIN 1" APART NAILED TO CORD TIMES DIAMETER OF 3" DEPTH MULCH STAKES TREE WRAP ON CADMIUM PLATED STEEL PLAN SOD, MULCH OR GROUND COVER - FITTED WITH SCREWEYES. SHRUB PLANTING DETAIL SEE LANDSCAPE PLAN GUYING CABLES MINIMUM TOP OF ROOTBALL - TO MATCH FINISH TOP OF ROOTBALL TO MATCH FINISH NOT TO SCALE 329333.16-01 2" PRESSURE TREATED LODGEPOLE STAKES PLANTING DETAIL GRADE WITHIN 1" 3" DEPTH MULCH (OR EQUAL) 3" DEPTH MULCH /\ ONOEQUIDI EQUIDISTANT COVER O 11 TRANGULL.AR ED CROWN OF ROOTBALL TO 4" SOIL SAUCER GRID \!/ BE 7"-2" ABOVE TOPIllran OF CURB FOR POSITIVE DRAINAGE. u OF FINISH GRADE. PLANTING MIX -SEE PLAN FOR REQUIRED SPACING CUT BURLAP FROM UPPER /'ASPHALT PAVING / i "ONCRETE CURB SPACING "D" ROW WIDTH "A" NO. OF PLANTS/SF 1/2 OF ROOTBALL. e ;--UNDISTURBED SOIL 6" O.C. 5.20 4.61 8" O.C. 6.93" 2.60 10" O.C. 8.66" 1.66 12" O.C. 10.44" 1.15 15" O.C. 13.00" .738 2X DIAMETER OF ROOTBALL 18" O.C. 15.60" ,512 24" O.C. 20.80" .330 PLANTING DETAIL GROUNDCOVER PLANTING DETAILNOT DTREE J TO SCALE .329343.39-01 NOT TO SCALE 329333.83-01 HOSE GUARD-NEW/REINFORCED RUBBER OR PLASTIC HOSE -ALL ONE COLOR. 2X DIAMETER OF EVERGREEN TREE PLANTING DETAIL G 1" = 7" 329343.46-01 CUT AWAY ALL PLASTIC COVERINGS AND ALL NYLON CORD, PRUNE OUT ENOUGH WHOLE BRANCHING TO REDUCE FOLIAGE BY 1/5 (NOT END TIPS) TREE TIES (4 REQ'D) CINCH TIES 12" APART NAILED TO STAKES TREE WRAP 2" PRESSURE TREATED DECIDUOUS TREE -SEE TREE CUT AWAY ALL PLASTIC (OR EQUAL) PLANTING DETAIL COVERINGS AND ALL NYLON GRADE WITHIN 1" PLANT PIT TO BE CORD TIMES DIAMETER OF 3" DEPTH MULCH TURNBUCKLES 6" GALVANIZED BE 507 BUILT OUT ON SLOPE 1 ON CADMIUM PLATED STEEL PLAN SOD, MULCH OR GROUND COVER - FITTED WITH SCREWEYES. SEE LANDSCAPE PLAN GUYING CABLES MINIMUM TOP OF ROOTBALL 5 STRAND STEEL CABLE TO MATCH FINISH DECIDUOUS TREE -SEE TREE 3 PER TREE. GRADE WITHIN 1" PLANTING DETAIL CEDAR STAKE 2"X2"X3' 3" DEPTH MULCH 4" SOIL SAUCER CROWN ISLANDS 6" ABOVE TOP OF CURB FOR POSITIVE DRAINAGE. CUT BURLAP FROM PLANTING MIX UPPER 1/2 OF ROOBALL 6° MIN UNDISTURBED SOIL /'ASPHALT PAVING / i "ONCRETE CURB 2X DIAMETER OF EVERGREEN TREE PLANTING DETAIL G 1" = 7" 329343.46-01 CUT AWAY ALL PLASTIC COVERINGS AND ALL NYLON CORD, PRUNE OUT ENOUGH WHOLE BRANCHING TO REDUCE FOLIAGE BY 1/5 (NOT END TIPS) TREE TIES (4 REQ'D) CINCH TIES 12" APART NAILED TO STAKES TREE WRAP 2" PRESSURE TREATED LODGEPOLE STAKES TOP OF ROOTBALL (OR EQUAL) TO MATCH FINISH GRADE WITHIN 1" PLANT PIT TO BE TIMES DIAMETER OF 3" DEPTH MULCH ROOTBALL AND MUST BE 507 BUILT OUT ON SLOPE 1 4" SOIL SAUCER CROWN OF ROOTBALL TO flII6-AIII BE 1"-2" ABOVE TOP PLANTING MIX OF FINISH GRADE. CUT BURLAP FROM UPPER 1/2 OF ROOTBALL. 6' MIN. NATIVE SOIL IIIr=IIP\\ COMPACTED TO CONTAIN 507 OF ROOTBALL BUILT OUTOM SLOPE J TREE PLANTING DETAIL (SLOPE) NOT TO SCALE 3:29343.39-02 -��AOA'LL IITHCLFAN FRIABLE OPSOILSECTION OMPACTED SUBSOIL (SCARIFY) 30" EXCAVATION OF SUBGRADE �c1 TYPICAL ISLAND PLANTING DETAIL V NOT TO SCALE 329343.69-01 4' HIGH SAFETY FENCE WHEN PROPOSED WALKS, CURBS OR BUILDINGS ENCROACH ON TREE DRIP LINES, INSTALL FENCING 3' BACK OF PROPOSED STRUCTURE, OTHERWISE ENCIRCLE ENTIRE DRIP LINE EXISTING TREE FENCE TO BE OUTSIDE OF "/' DRIP LINE OF TREES �/ 4' HIGH SAFETY FENCE WITH 3/4" REROD 8' O.C. EXISTING GRADE 2'-3' DEPTH %1 TREE PROTECTION DETAIL NOT TO SCALE 329343.67-01 1. INSTALL 5"-7" LENGTH RIVER ROCK COBBLE, ON WEED BARRIER. 2. HAND -PLACE COBBLE AROUND PLANT MATERIAL TO AVOID DAMAGE. 3. INSTALL NEAR FLUSH WITH TOP OF SIDEWALK. DO NOT CREATE "BIRDBATHS" BY TRAPPING WATER AROUND PLANTS OR NEAR BUILDING FOUNDATIONS OR SIDEWALK. CONTRACTOR MUST MAINTAIN POSITIVE DRAINAGE. 5"-7" LENGTH CONCRETE SIDEWALK BY OTHERS COMPACTED SUB -GRADE, SEE CIVIL ENGINEERING PLANS SEE SHRUB PLANTING DETAIL �5"- 7" LENGTH RIVER ROCK COBBLE DETAIL V 1 1/2" = l' -O" 321313.13-11 NOTES: LANDSCAPE PLANTING 1. THE LANDSCAPE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE SITE CONDITIONS AND VERIFY THEM TO HIS SATISFACTION. THE LANDSCAPE CONTRACTOR SHALL ACCEPT THE SITE CONDITIONS AND DO THE WORK SPECIFIED WITHOUT ADDITIONAL COMPENSATION FOR POSSIBLE VARIATION FROM GRADES AND CONDITIONS SHOWN. 2. PRIOR TO CONSTRUCTION THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL AVOID DAMAGE TO ALL UTILITIES DURING CONSTRUCTION. SHOULD THE LANDSCAPE CONTRACTOR CAUSE DAMAGE TO ANY UTILITIES HE SHALL MAKE NECESSARY REPAIRS AS QUICKLY AS POSSIBLE WITHOUT ADDITIONAL COMPENSATION. 3. ALL PLANT MATERIAL SIZES AND MEASUREMENTS, INCLUDING TRUNK, HEAD, AND SPREAD SIZES, CONTAINER AND ROOTBALL SIZES, QUALITY AND CONDITION SHALL CONFORM TO THE STANDARDS SET FORTH IN THE CURRENT ISSUE OF "AMERICAN STANDARDS FOR NURSERY STOCK" (ANSI.Z60.1). 4. ALL PLANT MATERIAL ARE SUBJECT TO THE APPROVAL BY THE OWNER, AND MAY BE INSPECTED AT THE PLACE OF GROWTH OR ON SITE PRIOR TO PLANTING. LANDSCAPE ARCHITECT RETAINS THE RIGHT TO REJECT ANY PLANT MATERIAL WHICH IS NOT TO HIS SATISFACTION, 5. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING, IN FULL, ALL LANDSCAPE PLANTING WORK (INCLUDING WATERING, SPRAYING FOR INSECTS AND DISEASE, MULCHING, MOWING, FERTILIZING, CULTIVATING, EDGING AND WEEDING) FOR A PERIOD OF 90 DAYS AFTER ACCEPTANCE BY THE OWNER. 6. THE LANDSCAPE CONTRACTOR SHALL COMPLETELY GUARANTEE ALL LANDSCAPE PLANTING WORK AND MATERIALS FOR A PERIOD OF ONE (1) FULL YEAR FROM THE DATE THE WORK HAS BEEN APPROVED BY THE OWNER AS INSTALLED. ALL PLANT MATERIAL NOT HEALTHY GROWING CONDITION SHALL BE REMOVED IMMEDIATELY AND REPLACED AS SOON AS POSSIBLE WITH LAKE KIND AND SIZE AT NO CHARGE TO THE OWNER. 7. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING SOIL SAMPLES FROM SOIL AND NATIVE OR FILL SOILS AT THE SITE AND SUBMITTING THEM TO AN APPROVED SOIL TESTING LABORATORY, AND OBTAIN ANALYSES AND RECOMMENDATIONS FOR AMENDING THESE SOILS AND FERTILIZATION OF SPECIFIED PLANT MATERIAL AT A MINIMUM ALL PLANTING AREAS SHALL BE FERTILIZED WITH 12 LBS. /1000 SF OF 10-10-10 FERTILIZER. 8. ALL PLANTING AREAS, SHRUB BEDS AND TREES SHALL BE MULCHED WITH A MINIMUM COMPACTED DEPTH OF THREE (3) INCHES OF MULCH AS SPECIFIED. PRIOR TO MULCHING APPLY A PRE -EMERGENT HERBICIDE (APPROVED BY OWNER) AS RECOMMENDED BY THE MANUFACTURER, TO PREVENT RECURRING WEED AND GRASS GROWTH. 9. PLANT BEDS ADJACENT TO TEXAS ROADHOUSE BUILDING ARE TO HAVE 5-7' LENGTH COBBLESTONE INSTALLED ON WEED BARRIER. STONES TO BE HAND PLACED SO AS NOT TO DAMAGE PLANT MATERIAL DURING INSTALLATION. 10. CONTRACTOR IS TO TAKE SPECIAL CARE WHEN INSTALLING NEW PLANT MATERIAL SO AS NOT TO DISTURB ANY EXISTING PLANTINGS DESIGNATED TO REMAIN. 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 AND NO ADDITIONAL COST TO OWNER. TURF AND LAWNS 11. TALL DISTURBED AREAS SHALL RECEIVE 4" MINIMUM OF TOPSOIL (COMPACTED) AND GRASSED WITH SOD OR SEED AS INDICATED ON PLAN. LANDSCAPE CONTRACTOR TO COORDINATE HIS/HER WORK WITH OTHER TRADES REGARDING FINISH GRADING. IF AVAILABLE CONTRACTOR IS TO USE STOCKPILED TOPSOIL ONSITE. IF NOT AVAILABLE THE LANDSCAPE CONTRACTOR WILL BE RESPONSIBLE FOR IMPORTING THE TOPSOIL NECESSARY TO MEET FINISH GRADE. 12. TOPSOIL, SHALL BE FERTILE, FRIABLE AND REPRESENTATIVE OF LOCAL PRODUCTIVE SOIL, CAPABLE OF SUSTAINING VIGOROUS PLANT GROWTH AND FREE OF CLAY LUMPS, SUBSOIL, NOXIOUS WEEDS OR OTHER FOREIGN MATTER SUCH AS STONES, ROOTS, STICKS AND OTHER EXTRANEOUS MATERIALS: NOT FROZEN OR MUDDY. PH OF TOPSOIL TO RANGE BETWEEN 5.5 AND 7.5. 13. SODDED AREAS SHALL BE GRASSE) KENTUCKY BLUEGRASS SOD. SOD SHALL BE LAID WITH CLOSE, TIGHT FITTING JOINTS, WHICH SHALL BE LAID IN ROWS PARALLEL TO THE CONTOUR UNES. ALL SODDED AREAS SHALL BE ROLLED TO ACHIEVE A SMOOTH, UNIFORM LAWN. 14. SEEDED AREAS SHALL BE GRASSED WITH KENTUCKY 31 TALL FESCUE AND BLUEGRASS AT A RATE OF (5) POUNDS PER 1000 SQ. F. OF GRASSED AREA SEED MAY BE APPLIED EITHER BY A MECHANICAL SPREADER OR HYRDROSEEDING. WHICHEVER METHOD IS CHOSEN A THICK STAND OF GRASS SHALL BE ACHIEVED WITHIN 21 DAYS OR A SECOND OVERSEEDING WILL BE REQUIRED. 15. FERTILIZATION AND SOIL AMENDMENTS FOR ALL GRASSED AREAS SHALL BE AS PER LABORATORY ANALYSIS. HYDROSEEDING MAY BE SUBSTITUTED FOR MECHANICAL SEEDING BY MIXING SEED, FERTILIZER AND PULVERIZED MULCH IN WATER, USING EQUIPMENT SPECIFICALLY DESIGNED FOR HYDROSEED APPLICATION. MIX UNTIL UNIFORMLY BLENDED INTO HOMOGENEOUS SLURRY SUITABLE FOR HYDRAULIC APPLICATION. APPLY UNIFORMLY AT A RATE AS REQUIRED TO OBTAIN SPECIFIED SEEDING RATE. 16. ANY EXISTING LAWN AREA DISTURBED BY CONSTRUCTION IS TO BE REPAIRED TO ITS ORIGINAL CONDITION BY SEEDING. TREES AND SHRUBS 17. ALL TREES LOCATED IN GRASSED AREAS SHALL BE PLANTED AS PER DETAIL AND MULCHED WITH AT LEAST FOUR (4) FOOT DIAMETER OF SHREDDED BARK MULCH, TO A MINIMUM 3" DEPTH. 18. SHRUB BEDS SHALL BE MOUNDED WITH TOPSOIL A MINIMUM OF 6" ABOVE TOP OF CURB AND SHALL BE MULCHED WITH A 3" DEPTH OF SHREDDED BARK MULCH. 19. TREES SHALL BE PLANTED NO CLOSER THAN FIVE (5) FEET FROM BACK OF SIDEWALK OR BUILDING STRUCTURE. 20. LOCATION AND LAYOUT OF ALL SHRUBS AND TREES SHALL BE APPROVED BY LANDSCAPE ARCHITECT. 21. ALL TREE PROTECTION DEVICES ARE TO BE INSTALLED PRIOR TO START OF LAND DISTURBANCE AND MAINTAINED UNTIL FINAL LANDSCAPING IS INSTALLED. 22. ALL TREES ARE TO BE STAKED AND GUYED PER PLANTING DETAILS. 23. 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. GreenbergFarrow MDA# 153 Cordaville Road, Suite 210 Southborough, MA 01722 t: 508 229 0032 PROJECT TEAM C PHR,11T -111 wirq [Fpl­lty ofllh..bovx ( etl nit 6 so any pi,� se oLM1er tF ecif�c pro ect ISSUE/REVISION RECORD DATE DESCRIPTION 10/22/15 ARB SUBMITTAL 12/31/15 ARB RESUBMITTAL DI 22/16 ARB RESUBMITTAL 03/25/16 PERMIT SET 04/06/16 ARB RESUBMITTAL PROFESSIONAL SEAL PROFESSIONAL IN CHARGE JOSEPH VIA ARM PROFESSIONAL LANDSCAPE ARCHITECT LICENSE NO. 1859 PROJECT MANAGER ANDRE RMLNITL QUALITY CONTROL STEPHEN IPYWERS DRAWN BY SARAH DREER PROJECT NAME TEXAS ROADHOUSE CHARLOTTESVILLE VA 455 ALBEMARLE SQUARE ALBEMARLE COUNTY AEXXXXAS= ROADHOUSE PROJECT NUMBER 20140710.0 SHEET TITLE LANDSCAPE NOTES & DETAILS SHEET NUMBER L2.0 `�rr'ln'Nl 10" DIAMETER VALVE BOX. HEAD BRAND "QVC' ON LID ui \/ WITH 2" HIGH CHARACTERS. ¢� Sm FINISHED GRADE. CLEAR TO FENCE OR _D. -III IIIKIHI"DPVI 2" MINIMUM, 4" MAXIMUM 2" ABOVE FINISH 3.� HARDSCAPE WHERE PSI 0.6 0.9 BELOW TOP OF BO%. GRADE AT SHRUBS. ROCK. APPLICABLE. CHEDULE 80 I 1OX 15 RECTANGULAR VALVE BOX. 3/4" ABOVE FINISH 350 171442 PIPE. 30 THREE PVC SCH 80ELLS. FLOW PER ZONE" CHART. REMOTE CONTROL VALVE, ONE PER BOX. GRADE AT LAWN. FINISHED GRADE. NIPPLE. III- -_ INSTALL ASSEMBLY III -III 50 III III III- III- 175 135 PLASTIC I.D. TAG AT EACH VALVE. COMPRESSION 125 96 _UI 218 171 1' TO 1 1/2"ABOVE III -III- FITTING. III III III- DRIPLINE SPACING AS NOTED. EMITTERS I III III � FINISHED GRADE. T_ z OFFSET FOR I I HI o a_. WATER PROOF WIRE CONNECTORS ON 30" LOOPED WIRES. _ N TRIANGULAR SPACING. p AIR RELIEF VALVE AT I HIGH POINT, AS TURF POP UP HEAD. �^ _ DO NOT USE SIDE INLET. _ �i=T ¢ w OUTLET PIPE SAME SIZE III- - - "III=III= Ii j -_III-III- J m WITH EMITTER m ¢ 4" -I' < AS VALVE, 24" MIN. TO FIRST FITTING. 2.• CL III -III= o- w ALL TEES, ELLS, AND HIGH POP HEAD. z 1/2" MARLEX STREET ELL. TO CURB 0 g I AT 4' 0 . AT CLAY, 0 45 DOWN AS _ 3' O.C. AT LOAM, OR BARB ELL X MIPT. WALK F 2' O.C. AT SAND. REQ. TO LATERAL FLUSH VALVE OR f 1/2" MARLEX PIPE FEED EXAMPLE END FEED EXAMPLE AS NOTED. CENTER STREET ELL. TYPICAL RAIN BIRD DRIPLINE REQUIREMENTS DEPTH. b0 7 N.T.S. 0 0 -SCHEDULE 4TEE. 80 PVC NIPPLE, SET AT 0� 0 45 DEGREE ANGLE. INCREASE LATERAL O O a O LINE AS PER LATERAL IRRIGATION PLAN. CONCRETE BRICK SUPPORT, TWOON EACH SIDE. -LINE. PVC TEE (SXSXT) 6" THICK LAYER OF PEA OR ELL. SCHEDULE 80 RISER. GRAVEL. LATE 7/2" POLYETHYLENE FLEXIBLE TUBING, LENGTH AS REQUIRED. MAIN LINE. TURF SPRAY MARLEX ASSEMBLY SHRUB SPRAY HIGHPOP W/FLEX ASSEMBLY ELECTRIC REMOTE CONTROL VALVE 1 2 3 328403.13-01 3" = 1'-0" 328403.29-01 1 1/2" = 1'-0" 328406.13-01 10" DIAMETER VALVE BOX. HEAD BRAND "QVC' ON LID ui \/ WITH 2" HIGH CHARACTERS. ¢� Sm FINISHED GRADE. 4 QUICKOCUGVAN BOX 1 1/2 328406.43-02 TYPICAL OFFSET 2" FROM HARDSCAPE. 4" FROM PVC MAINLINE. TYPICAL FPT ADAPTER AND COMPRESSION COUPLER. DRIP VALVE / FILTER / REGULATOR. 3/4" PVC LATERAL PIPE. TYPICAL OUPLING VALVE AS _D. -III IIIKIHI"DPVI 24" TWO STAINLESSPPLE, LENGTH AS REQ. STEEL CLAMPS. PSI 0.6 0.9 LAYER OF 3/4" HARDSCAPE, ROCK. 125 96 CHEDULE 80 218 171 FROM 1/2" X 36" GALVSTEEL 350 171442 PIPE. 30 THREE PVC SCH 80ELLS. FLOW PER ZONE" CHART. 550 422 PVC SCHEDULE 80 350 258 NIPPLE. 4 QUICKOCUGVAN BOX 1 1/2 328406.43-02 TYPICAL OFFSET 2" FROM HARDSCAPE. 4" FROM PVC MAINLINE. TYPICAL FPT ADAPTER AND COMPRESSION COUPLER. DRIP VALVE / FILTER / REGULATOR. 3/4" PVC LATERAL PIPE. TYPICAL OFFSET EMITTER FLOW RATE GPH 24" 12" SPACING 2" FROM PSI 0.6 0.9 0.6 0.9 HARDSCAPE, 4" POLYETHYLENE OR PVC HEADER 125 96 175 135 218 171 FROM MANIFOLD, SIZE AS PER PLANTED "MAXIMUM 350 171442 340 30 AREA. FLOW PER ZONE" CHART. 550 422 40 350 258 495 380 TYPICAL 50 w 175 135 218 171 COMPRESSION 125 96 c� 218 171 FITTING. DRIPLINE SPACING AS NOTED. EMITTERS m � z OFFSET FOR i N TRIANGULAR SPACING. p AIR RELIEF VALVE AT I HIGH POINT, AS �^ INDICATED. ¢ A TYPICAL DRIP LINE A ¢ w J m WITH EMITTER ¢ g SPACING AS NOTED. TIE DOWN STAKE AT w ALL TEES, ELLS, AND g I AT 4' 0 . AT CLAY, 3' O.C. AT LOAM, OR F 2' O.C. AT SAND. F FLUSH VALVE OR CAP AT LOW END, FEED EXAMPLE END FEED EXAMPLE AS NOTED. CENTER TYPICAL RAIN BIRD DRIPLINE REQUIREMENTS 7 N.T.S. SETCONTROLLER 60" ABOVE FINISHED GRADE UNLESS OTHERWISE NOTED. CONTROLLER AS SPECIE SECURELY BOLT CONTR TO WALL. INSTALL BA( BATTERIES AS REQUIRE GROUND AS PER MFG. SPECIFICATIONS. 1/2" DIAMETER RIGID STEEL CONDUIT FOR 110VAC ELECTRICAL SOURCE. INSTALL AS PER LOCAL ELECTRICAL CODES. FINISHED GRADE. LONG SWEEF 1 1/2" DIAMETER RIGID STEEL CONDUIT FOR RCV WIRES. PVC SCH. 40 -OW GRADE. 5 WALL MOUNT CONTROLLER i" = 1'-0" 328409.13-01 MAXIMUM LATERAL LENGTH (FEET) EMIER 12" EMITTER FLOW RATE GPH 24" 12" SPACING 18" SPACING 4" SPACING PSI 0.6 0.9 0.6 0.9 .6 0.9 10 125 96 175 135 218 171 20 249 191 350 171442 340 30 307 236 434 333 550 422 40 350 258 495 380 627171 50 125 96 175 135 218 171 60 125 96 175 135 218 171 SAWCUT 1 1/2" MINIMUM. I WIDTH VARIES 6 TRENCH DETAIL AT ASPHALT PAVING 1 1/2" = 1'-0" 328409.76-02 PVC SCH 40 TEE OR ELL. -' \ _ PVC MANIFOLD LINE. ------ EASY FIT COMPRESSION ADAPTER. / EASY FIT COMPRESSION � COUPLING: RAIN BIRD MDCFCOUP� �� LANDSCAPE DRIPLINE TUBING. _-- WATER SOURCE: DRIP VALVE OR LATERAL FROM VALVE. GRID PRECIPITATION RATES (IN/HR) EMITTER FLOW RATE EMITTERLATERAL SPACING SPACING 0.6 0.9 72 12 0.96 .44 18 18 0.69 .03 24 24 0.28 0 I LANDSCAPE DRIPLINE TURING. PVC MANIFOLD LINE WITH PVC TEE. ' ' C"SHAPED ODD SHAPED POLYGON SHAPED ED nom- FLUSH CAP: RAIN BIRD �l MDCFCOUP WITH MDCFCAP.. F �_ rA� LATERAL FLOW PER 100 FT (GPM) EMIER 12" 18" 24" FLOWTTSPACING SPACING SPACING 0 GPGPH 1.05 -GR .67GPM GPM .50 GPM 0..69 1.H GPMM .0 .75 GPM .41 I LANDSCAPE DRIPLINE TURING. PVC MANIFOLD LINE WITH PVC TEE. ' ' C"SHAPED ODD SHAPED POLYGON SHAPED ED nom- FLUSH CAP: RAIN BIRD �l MDCFCOUP WITH MDCFCAP.. F �_ rA� LATERAL FLOW PER 100 FT (GPM) EMIER 12" 18" 24" FLOWTTSPACING SPACING SPACING 0 GPGPH 1.05 -GR .67GPM GPM .50 GPM 0..69 1.H GPMM .0 .75 GPM -AIR RELIEF VALVE: RAIN BARD ' 1 �l AR VALVE KIT, INSTALL AT ' HIGH POINT OF SYSTEM. c \\ I %I 1 1i SLOPED CONDITION NOTE: I Ili 1. DRIPLINE LATERALS SHOULD FOLLOW THE CONTOURS OF THE SLOPE it II WHENEVER POSSIBLE, II 2. INSTALL AIR RELIEF VALVE AT HIGHEST POINT. n I 1 3. NORMAL SPACING WITHIN THE TOP 23 OF SLOPE, JL _4. INSTALL DRIPLINE AT 25% GREATERSPACING AT THE BOTTOM OF THE SLOPE. "' 5. WHEN ELEVATION CHANGE IS 10 FT OR MORE, ZONE THE BOTTOM ON A SEPARATE VALVE. DOGBONE SHAPED CORNER SHAPED CURVED POLYGON HOURGLASS SHAPED 328413.56-01 IRRIGATION CONTRACTOR TO PROVIDE SITE IRRIGATION FOR ALL LANDSCAPE AREAS. IRRIGATION FOR THESE AREAS TO PROVIDE 100% COVERAGE OF ALL PLANED 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. THE FOLLOWING EQUIPMENT IS TO BE USED UNLESS SUBSTITUTIONS ARE APPROVED BY OWNER: CONTROLLER -HUNTER I -CORE IN STRONG BOX WITH HUNTER SOLAR SYNC. RAIN/FREEZE SWITCH -RAIN BIRD WR2 BACKFLOW PREVENTER - FEBCO VALVES -RAIN BIRD PGA SERIES MOISTURE SENSOR -RAIN BIRD SNRT -Y (TO BE USED ON ALL PROJECTS AROUND THE BUILDING FOR FOUNDATION PLANTINGS) TURF SPRAY HEADS -RAIN BIRD 1800 SERIES PLANTING BED SPRAY HEADS -RAIN BIRD 1800 SERIES LARGE ROTOR HEADS -RAIN BIRD 5500, 6500 OR 8000 SERIES SMALL ROTOR HEADS -RAIN BIRD 5000 SERIES SUBSURFACE DRIP - XFS-P-09-12-100 PRESSURE REGULATOR KN -RAIN BIRD XCZ INSTALL U -SERIES NOZZLES WHERE APPLICABLE. CONTRACTOR QUALIFICATIONS: INSTALLATION OF THE IRRIGATION SYSTEM SHALL BE UNDER THE SUPERVISION OF A SUPERINTENDENT CURRENTLY LICENSED AS A LANDSCAPE IRRIGATOR IN THE STATE OR LOCAL JURISDICTION. GUARANTEE: GUARANTEE THE UNDERGROUND SPRINKLER SYSTEM AGAINST DEFECTS IN THE MATERIALS AND WORKMANSHIP FOR ONE (1) YEAR AFTER FINAL ACCEPTANCE. EXISTING UTILITIES: CONTRACTOR IS RESPONSIBLE FOR LOCATING UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. ANY UTILITIES DAMAGED BY CONTRACT ARE TO BE REPAIRED AT HIS EXPENSE WITH NO COST TO OWNER. WORKMANSHIP: PROVIDE FULL AND COMPLETE COVERAGE OF ALL IRRIGATED AREAS. COMPLY WITH REQUIREMENTS OF THE UNIFORM PLUMBING CODE AND ALL OTHER APPLICABLE CODES. TRENCHING: PROTECT ANY EXISTING PLANT MATERIAL. ROUTE EXCAVATION TRENCHES TO AVOID DAMAGE TO EXISTING TREES. COORDINATE CONFIGURATION OF PLANTING BEDS WITH LANDSCAPE CONTRACTOR. TO ENSURE PROPER LOCATION OF TURF AND SHRUB IRRIGATION HEADS. STAKE ALL SPRINKLER HEAD LOCATIONS AND TRENCH TO A MINIMUM WIDTH OF 4" AND 18" BELOW FINISH GRADE FOR THE MAIN SUPPLY AND A MINIMUM WITDH OF 3" AND 12" BELOW FINISH GRADE FOR LATERALS AND WIRING. PIPING: ALL PIPING IS TO BE SIZED FOR A MAXIMUM WATER VELOCITY OF 5 FEET PER SECOND. LAY PIPE ON A SCUD SUBBASE, UNIFORMLY SLOPED WITHOUT HUMPS AND DEPRESSIONS. KEEP PIPE INTERIOR CLEAN AT ALL TIMES. BACKFLOW PREVENTER: INSTALL BACKFLOW PREVENTER AS PER CITY CODES AND STANDARDS. INSTALL 12"x18" PLASTIC ACCESS BOX FLUSH WITH GRADE AND BACKFILL WITH 2" OF GRAVEL IN BOTTOM OF BOX. COORDINATE LOCATION WITH CIVIL ENGINEER, UNLESS OTHERWISE REQUIRED BY LOCAL CODES. VALVES: CLEAN AND TEST PRIOR TO INSTALLATION. INSTALL PLUMB AND STRAIGHT. SET PLASTIC VALVE BOX WITH 2" GRAVEL SUMP AND STABILIZE WITH COMPACTED SOIL. BACKFILL: USE BACKFILL FREE FROM ROCKS AND OTHER UNSUITABLE MATERIALS WHICH COULD DAMAGE PIPE OR CREATE SEITIJNG PROBLEMS. APPLY BACKFILL MATERIAL IN 6" LAYERS AND TAMP EACH LAYER TO PREVENTSETTUNG. USE TOPSOIL (NOT SUBSOIL) WITHIN THE TOP 6" OF BACKFILL. ACHIEVE FINISH GRADE AND REPAIR ALL DAMAGED EXISTING TURF AND PLANTINGS. REMOVED EXCESS EXCAVATION AND BACKFILL MATERIAL FROMTHE SITE IMMEDIATELY. SPRINKLER HEADS: FLUSH LATERAL LINES WITH FULL HEAD OF WATER AND INSTALL HEADS. LOCATE SPRINKLER HEADS TO MAINTAIN A DISTANCE OF 6" FROM WALLS AND 2" FROM OTHER BOUNDARIES. WIRING: LAY WIRING BESIDE PIPE IN TRENCHES. PROVIDE A MINIMUM COVERING OF 12" FOR WIRING WD IN SEPARATE TRENCHES. WATERPROOF ALL CONNECTIONS WITH SPEARS DRI -SPLICE WIRE CONNECTORS AS RECOMMENDED BY MANUFACTURER. BUNDLE AND TAPE MULTIPLE WIRES AT A MAXIMUM OF 10 FOOT INTERVALS. PROVIDE A 30" EXPANSION LOOP AT EACH ELECTRIC REMOTE CONTROL VALVE AND A EVERY 100' INTERVAL BY WRAPPING WIRE AROUND 1/2" PIPE 15 TIMES. AUTOMATIC CONTROLLER: PROVIDE 120 VOLT ELECTRICAL CURRENT TO THE CONTROLLER IN CONDUff IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL CODES. CLEAN-UP: KEEP THE PREMISES AND PUBLIC STREETS FREE FROM ACCUMULATION OF WASTE MATERIAL. AT THE COMPLETION OF THE WORK REMOVE ALL WASTE, EXCESS MATERIAL, RUBBISH AND EQUIPMENT AND LEAVE THE SITE CLEAN. FINAL ACCEPTANCE: PERFORM OPERATIONAL NOTES TEST WITH THE OWNER PRESENT AFTER SYSTEM IS COMPLETE AND IRRIGATION HEADS ADJUSTED TO FINAL POSITION. DEMONSTRATE TO OWNER THAT THE ENTIRE SYSTEM MEETS COVERAGE REQUIREMENTS, AND FUNCTIONS PROPERLY. PROVIDE THE OWNER WITH COMPLETE WRffTEN INSTRUCTIONS FOR PROPER OPERATION AND MAINTENANCE OF THE SPRINKLER SYSTEM. 2" MINIMUM, 4" MAXIMUM FLUSH TO BELOW TOP OF BOX. GRADE AT LAWN. 10X15 RECTANGULAR VALVE BOX. 2" ABOVE FINISH MANUAL VALVE AS SPECIFIED.�� GRADE AT SHRUBS AS III 1 / y (SCHEDULE 80 J_RISER AND ELL. OUTLET PIPE SAME AS VALVE, 24" MIN, TO FIRST FITTING. INCREASE LATERAL LINE AS PER IRRIGATION PLAN. TWO 6X2X1 6 CONC. BLOCK CAPS, ONE ON EACH SIDE OF 80X. MAIN LINE. 1/2" WIRE CLOTH GOPHER SCREEN, WRAP UP SIDES. MANUAL CONTROL VALVE IN BOX 1 1/2" =1 1'-0' 328406.19-02 GreenbergFarrow CSA#: 153 Cordaville Road, Suite 210 Southborough, MA 01722 t: 508 229 0032 PROJECT TEAM COPYRIC T NOTCE ,erereacedv nlpa ea Sr or `ne o - nou,ar mnn� med b be reproduced1B'in any m ISSUE/REVISION RECORD GATE DES;`21PT11N 10/22/15 ARE SUBMITTAL 12/31/15 ARE RESUBMITTAL 01/22/16 ARB RESUBMITTAL 03/25/16 PERMIT SET 64/06/16 ARB RESUBMITTAL PROFESSIONAL SEAL PROFESSIONAL IN CHARGE JOSEPH VAUUHN PROFESSIONAL LANDSCAPE ARCHITECT LICENSE N0. 1859 PROJECT MANAGER k9GftF `rI41ntiTd QUALITY CONTROL STEPHEN POWERS DRAWN BY SARAN DREIER PROJECT NAME TEXAS ROADHOUSE CHARLOTTESVILLE VA 455 ALBEMARLE SQUARE ALBEMARLE COUNTY TEXAXXXXX�= ROADHOUSE PROJECT NUMBER 20140710.0 SHEET TITLE IRRIGATION NOTES & DETAILS SHEET NUMBER L2.1