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Home My WebLink AboutSDP200700070 Plan - Other (not approved) 2007-08-08METAL EDGING DETAILS METAL EDGING PLAN REFER TO DETAILS WITHIN "METAL EDGING DETAILS rrr ma"o .om almism d r BUILDING LANDSCAPING ON 6" MOUND 3" MUL MOUNDED LANDSCAPE BEDTDECORATIVESTONE FILTER MAT METAL EDGING A ENTRY DE TOP METAL EDGE NOTE: CUT AS MANY SLOTS AS NEEDED TO FORM A SMOOTH LINE CONFORMING TO GRADE. CUT SLOT TO ALLOW BEND METAL EDGING AT GRADE CHANG LAWN MULCH LANDSCAPE BEDII METAL EDGING a METAL EDGING NTS PREFAE CORNEI GRADE J ACTURED STAKES METAL EDGING AT CORNERS NTS METAL EDGE AGAINST CONC. WALK SCALE 1" = 20' TOP OF MULCH r TO BE EQUAL TO SIDEWALKI / SIDEWALK fie °• ml SECTION - NTS METAL EDGING AT ENTRY PLAN - NTS PLANT LI -- TY COMMON NAME SCIENTIFIC NAME CAL /RT MIN HT. GENERAL NOTES: (APPLY TO ALL SHEETS) MIN SPR NOTES I. PLANT LIST IS PROVIDED AS CONVENIENCE ONLY. IN THE CASE OF ANY DISCREPANCIES AREAS BETWEEN PLANS AND PLANT LIST. OUANTITIIES NOTED ON PLAN TAKE PRECEDENCE. IN QUANTITIES OR CONTRACTOR IS TO BID PLAN. SINGLE -STEM, MATCHED TRID T M E ER RG NU 3"10- SINGL -STEM, MATC D 2 TUMN PURPL 'WHIT ASH FR INUS ERIC A 'AU UMN PURPLE'BB O'S' O HYPERICUM CALYCINUM 4 OT. CONT B"12"FULL. 18" C T. JOHN' W RT ALBURY PURPLE HYPERICUM ANOROSAEUM 3 OT, CONT 8"12"FULL, 2' OC42ST. JOHN'S WORT ALBUURY PURPLE' -- 20 FOUNTAIN GRASS PENNISETUM ALOPECUROIDDES 1 GAL. CONT 5 - 7 BIBS 24 LITTTLE PRINCESS' SPIREA SPIRAEA JAPONICA 'LITTLE PRINCESS'3 GAL. CONT 12"8__FULL, 2_5' OC _ 2 CARISSA' HOLLY ILEX CORNUTA 'CARISSA'S AL CO T 24"1 FULL, 2' OC 16 GLOSSY A ABELIA x GRANDIFLORA 5 GAL. CONT 24"12_FULL, 2_O 25 DWARF JAPANESE GAR JUNIPER JUNIPERUS PROCUMBINS 'NANA 3 CAL CONT 5"8"FULL, 2.5' OC 2. ALL SUBSTITUTIONS IN PLANT MATERIALS SHALL BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 3. ALL MAJOR TREE PLANTINGS AND BEDS SHALL BE STAKED FOR APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 4. ALL TREES SHALL BE PLANTED IN 5' DIAMETER MULCH BEDS EXCEPT AS OTHERWISE NOTED ON PLANS. ALL TREES. SHRUBS AND GROUND COVERS SHALL RECEIVE UNIFORM MULCH COVER AS SPECIFIED. S. DO NOT PLANT IN STORMWATER CONVEYANCE SWALE$. MAINTAIN MINIMUM GRADES ESTABLISHED BY PROJECT ENGINEER. 6. THE LANDSCAPE CONTRACTOR SHALL EVALUATE ALL PLANTING AREAS FOR DRAINAGE AND CONTACT THE LANDSCAPE ARCHITECT WITH IMPROPER DRAINAGE CONDITIONS. 7. THE CONTRACTOR SHALL NOTE THAT ALL DETAILS ON THIS SHEET ARE TYPICAL AND APPLY TO RELEVANT CONSTRUCTION FILL WITH J PLANTING BED MULCH FINES 45 DEGREE NOTCH 1 PARKING AREA BUILDING ENTRY EDGING AGAINST CONIC, WALK / I I-- BUILDING DECORATIVE GRAVEL JS L 4 SET ROOTBALL 1/2- 1/3 ABOVE PROPOSED LAWN I PLANTGRADEACCORDING TO SPECIES AND DRAINAGE CONDITIONS, CONSULT LANDSCAPE - ARCHITECT ROTOTILLED NATIVE - TOPSOIL AMENDED AS PER SPECIFICATIONS SAUCER AROUND — PIT (DELETE WITH IRRIGATION) CUT AND REMOVE — BURLAP FROM TOP 1/3 OF ROOTBALL RIPPED SUBSOIL — UNDISTURBED SOIL D SHRUB PLANTING 3" MULCH FINISHED GRADE 6" MIN. r — 6 " -8" PROVIDE EDGE WITH CLEAN CRISP SEPARATION BETWEEN ADJACENT MATERIALS MULCH CUT EDGE MINIMUM OF 4 "BELOW GRADE TO RECEIVE MULCH LAWN / MULCH EDGING A Iy NTS SCALE: V=10'-O" 0 5 10 20 30 r L Lappas + Havener, P L A N D S C A P E A R C H I T E C T s o. ....E .... !?; C -98 z P.O BOX 2625 DURHAM, NORTH CAROLINA 27715 -2625 THE POWER HOUSE 300 FULLER STREET DURHAM, NORTH CAROLINA 27701 TEL 919.419.1199 FAX: 919 419.1669 www.lhpa- nc.00m FIRST CITIZENS BANK RIVANNA RIDGE ALBEMARBLE,VA LANDSCAPE PLAN CONSTRUCTION DRAM NO. REMON DATE Q REVISION TO 09-0&06 LANDSCAPE Q • REVISION TO 10 -12-06 LANDSCAPE Q • REVISION TO SITE • 11 -13-06 B LANDSCAPE PLAN qQ • SIGN ADDITION • 08 02 -07 DATE 6.29.06 DRAMM STK, AP CHECKED WRH M 8 Iw • LAI m0 FILE' GENERAL NOTES: (APPLY TO ALL SHEETS) I. PLANT LIST IS PROVIDED AS CONVENIENCE ONLY. IN THE CASE OF ANY DISCREPANCIES AREAS BETWEEN PLANS AND PLANT LIST. OUANTITIIES NOTED ON PLAN TAKE PRECEDENCE. IN QUANTITIES OR CONTRACTOR IS TO BID PLAN. 2. ALL SUBSTITUTIONS IN PLANT MATERIALS SHALL BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 3. ALL MAJOR TREE PLANTINGS AND BEDS SHALL BE STAKED FOR APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 4. ALL TREES SHALL BE PLANTED IN 5' DIAMETER MULCH BEDS EXCEPT AS OTHERWISE NOTED ON PLANS. ALL TREES. SHRUBS AND GROUND COVERS SHALL RECEIVE UNIFORM MULCH COVER AS SPECIFIED. S. DO NOT PLANT IN STORMWATER CONVEYANCE SWALE$. MAINTAIN MINIMUM GRADES ESTABLISHED BY PROJECT ENGINEER. 6. THE LANDSCAPE CONTRACTOR SHALL EVALUATE ALL PLANTING AREAS FOR DRAINAGE AND CONTACT THE LANDSCAPE ARCHITECT WITH IMPROPER DRAINAGE CONDITIONS. 7. THE CONTRACTOR SHALL NOTE THAT ALL DETAILS ON THIS SHEET ARE TYPICAL AND APPLY TO RELEVANT CONSTRUCTION FILL WITH J PLANTING BED MULCH FINES 45 DEGREE NOTCH 1 PARKING AREA BUILDING ENTRY EDGING AGAINST CONIC, WALK / I I-- BUILDING DECORATIVE GRAVEL JS L 4 SET ROOTBALL 1/2- 1/3 ABOVE PROPOSED LAWN I PLANTGRADEACCORDING TO SPECIES AND DRAINAGE CONDITIONS, CONSULT LANDSCAPE - ARCHITECT ROTOTILLED NATIVE - TOPSOIL AMENDED AS PER SPECIFICATIONS SAUCER AROUND — PIT (DELETE WITH IRRIGATION) CUT AND REMOVE — BURLAP FROM TOP 1/3 OF ROOTBALL RIPPED SUBSOIL — UNDISTURBED SOIL D SHRUB PLANTING 3" MULCH FINISHED GRADE 6" MIN. r — 6 " -8" PROVIDE EDGE WITH CLEAN CRISP SEPARATION BETWEEN ADJACENT MATERIALS MULCH CUT EDGE MINIMUM OF 4 "BELOW GRADE TO RECEIVE MULCH LAWN / MULCH EDGING A Iy NTS SCALE: V=10'-O" 0 5 10 20 30 r L Lappas + Havener, P L A N D S C A P E A R C H I T E C T s o. ....E .... !?; C -98 z P.O BOX 2625 DURHAM, NORTH CAROLINA 27715 -2625 THE POWER HOUSE 300 FULLER STREET DURHAM, NORTH CAROLINA 27701 TEL 919.419.1199 FAX: 919 419.1669 www.lhpa- nc.00m FIRST CITIZENS BANK RIVANNA RIDGE ALBEMARBLE,VA LANDSCAPE PLAN CONSTRUCTION DRAM NO. REMON DATE Q REVISION TO 09-0&06 LANDSCAPE Q • REVISION TO 10 -12-06 LANDSCAPE Q • REVISION TO SITE • 11 -13-06 B LANDSCAPE PLAN qQ • SIGN ADDITION • 08 02 -07 DATE 6.29.06 DRAMM STK, AP CHECKED WRH M 8 Iw • LAI m0 FILE' U.S. ROUTE 250 - RICHMOND ROAD S51 55_31 "E - 410.07' 9 p.. 5' SIDEWALK o > 5 • r ,..• . I:. d A .; e S53 18'11"E 7 7' SIGN / REMOVE EXISTING CURE) -A0- 4IDEWA -K RE -GRADE AS SHOWN ONSHEET C6 ya ASPHALT gpti WEDGE EXISTING ASP0! LT PAVIAENT TO MATCH EXISTING GRAD 546 5A61 1 I IMATCH 42 ITCOETEEXISTING AMP BAS O o C'C I • I 3.5% L0 a TMP 78 -73A2 P4.NTOPS GIANT, LLC I, 4" PVC a 1 -1" WATER SERVICE I H0 SEWER SERVICE 484. 6S CONCRETE v CG- J" VENT I PIPE CONNECT T EXI I SEWER SEFM E " CONCRETE L. AMP BASE I CONNECT TO EXIST. I WATER SERVICE I (FIELD VERIFY) a C FIE LD VERIFIO 9 JG -2 I R OCATED I. MATCH EXISTING \ SIDEWALK GRADE \ SJIN 1 -)J" WATER SERVICE I ELEC CO -4 F'ED. 44 NO E DOWN C a 544.48 544.73 I H0 54 484. 6S CONCRETE v CG- LAMP BASE \ b aS JG -2 I R OCATED I. L P BASE NO E DOWN C a FnR RAMP ASPHALT TIE TO aEXISTING FM i USIS BAW Cc-I ASPHALT t5w 80. FT. MATCH EXISTING CO -3W PAVEMENT CO -51 C0 -7 CO -2 543.93 94 25 L44 544, i5 M 4" ° SANITARY:1 GI -CONCR E LAMP IASE I IH0 a v, JG -2 I R OCATED I. L P BASE I NO E DOWN CFnRRAMP bf - TIE TO I' u EXISTING 4 'BSF,o 7-- CO -6 4" PVC i" PVC { 1 ASPHALT II T MATCHp1FEXISTING f PAVEMENT I \ I INLET 1 PVC yaa DROP INLET I 75Sp eo PROTECTION PAVEMENT ETOP = 540.5._ se „ I - r730 ,LO:= 536.63 CUNCREIE /• l < 4LAMPBASEIOD 0q TIC 4 CG3 -6 WACUUM b'' DROP I LET - CG -2 I I C;OaQTOP = .j44.25 YyID.= 536.25 Z O C CRETE I x XISTING 1 -14LAPBASE " I EXISTING 0 SANITARY I I FENCEDOMESTICWATERSEWERSERVICE BRICK ERVICE ( 1 I WALL 6M / SAW CUT & I > vMATCHI EXISTING j ASPHALT P VE ENT ) _ I1 TEMPORARY RL 20' SANITARY SEWER EASEM =NT E_EC. SER'JIGE ONC ETE 1 9AN. Mid - - - - - ---- lLi = 539.96 j ( EXISTING9 yLi = 529.0 O LAMP BAE E1WATER I1.9.-= 528.90 23.5.6 8' VC 1 o METERS W. V. Ss- - -- - - ----- ss - - - - - / .339e ---- SS- --- •( - -ss - - -- s ---- -ss - -- - SS- ss DROP INLET -- CG - - - w.v ( \ ITELE 7 IT SAN. -UH - TOP = 547.81 1.1.- 541.61 L0 = 541.46 3 - - - -- S fOR 55 - - - SIIDEWAL - - - - -1 CM - GGG -- -l 8.4' OF 18 "HOPE pkDPNItET CG - PAINTED CROSSWAC .DRDP 113LET CG -12vi 0 8.27/ r(ifi = 542 .3'1 _ - kOP = 544. 534 -f31 I _ - 134E4 OF 24'HDPE-- N51 6'00'4N 10 535-,r04 ABBEY ROAD 533.91( i - W. V. BENCHMARKI.I.- 53".81 (24' yp 0 0.92% 317.80' 30' INGRESS /EGRE'. • w LO.= 53.3.7 / EASEMENT DL i RIGHT FRONT BONNET BOLT ON FIRE HYDRANT z 20' RAIN.AGE EASEMENT /yqa EI"E6TION = 547,14 A J TMP 78 -73AI PANTOPS GIANT, LLC S - - - M MAP NOTE: ALL EXISTING TOPOGRAPHIC AND BACKGROUND INFORMATION TAKEN FROM TOPOGRAPHICAL SURVEY PREPARED BY ROUDABUSH GALE & ASSOCIATES. DATED 3/8/06. 3 REVISED HANDICAP RAMP ADD FLAG POLE 1n0 2 REVISED PER CONTRACTOR COMMENTS - FRONT ENTRANCE GRADES 1/31/07 JDK PAB 1 REVISED PER COUNTY ZONING INSPECTOR COMMENTS 11/13/06 DAW PAB REV, No.: REVISION: DATE: DRAWN BY: CHECKED BY: This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. ReuseofandimproperrelianceonthisdocumentwithoutwrittenauthorizationandadaptationbyKimley -Horn and Associates, Inc. shall be without liability to Kimley -Horn and Associates, Inc. Copyright Kimley -Horn and Associates, Inc., 2005 _ PREPARED IN THE OFFICE OF: Kiinley-Horni and Associates, Inc. P.O. BOX 33068 - RALBG3H, NORTH CAROLINA 2' F636 -3068 ounUc. 10101 itT - 01"m FAY: (atQ) R77-Xkciin CLIENT: eer LIMO -Polo DDAT5/22/1 GRAPHIC SCALE 20 0 10 20 40 IN FEET) 1 Inch = 20' PROJECT: RIVANNA RIDGE SHOPPING CENTER 5 ALBEMARLE COUNTY VA 61 1CHED REFERENCE FILES: JOB NUMBER. ET NUMBER:SHE1011737107 CB 9 JUN 2 7 2UOr TMP 78 -76 VIRGINIA OIL COMPANY, INC. CONCRETE LAMP BASE TYPICAL) CONC. WALK 1 CEDARS (6) CAR DASH BUILfDNG S3#814' 00'N ROOF DRAINS COLLECTION SYSTEM CO" DENOTES CLEAN OUT, SEE DETAIL SHEET C8 CO NO, FIN, GDS. INV EL PIPE LEN.± SIZE & SLOPE REMARKS CO -1 544.27 540.71 34' 4" PVC 0 1.00% CO -2 543.95 540.37 14' 4" PVC 0 1.00% CO -3 544.18 540.23 35' 6" PVC 0 1.00% CO -4 544.21 539.88 32' 8" PVC 0 1,00% EXIST. INLET INV IN= 539.56 CO -5 544.27 541.02 33' 4" PVC 0 1.00% CO -6 545.12 540.69 9' 4" PVC 0 1.00% CO -7 544.75 540.60 34' 6" PVC 0 1.00% CO -8 544.77 540.26 38' 6" PVC 0 1,00% TIE TO CO -4 INV = 539.88 it CO" DENOTES CLEAN OUT, SEE DETAIL SHEET C8 CO NO, FIN, GDS, INV, EL, PIPE LEN,± R 14A K CO_ S1 544.23 541.00 16' INV.= 540.84 0 1.00% EX. CO (VERIFY) LEGEND IPF IRON PIPE FOUND 348- PROPOSED CONTOURS EXISTING CONTOURS CD -s1 SANITARY SEWER CLEANOUT CO -1 STORMWATER CLEANOUT NINLET PROTECTION W- PROPOSED WATER SERVICE wL- EXISTING WATER SERVICE /MAIN GAS -ua- EXISTING GAS MAIN OHP - EXISTING OVERHEAD POWER a- PROPOSED SANITARY SEWER SERVICE SS- EXISTING SANITARY SEWER SERVICE X 869.81 PROPOSED SPOT ELEVATIONS x 869.81 EXISTING SPOT ELEVATIONS it CO" DENOTES CLEAN OUT, SEE DETAIL SHEET C8 CO NO, FIN, GDS, INV, EL, PIPE LEN,± R 14A K CO_ S1 544.23 541.00 16' INV.= 540.84 0 1.00% EX. CO (VERIFY) LEGEND IPF IRON PIPE FOUND 348- PROPOSED CONTOURS EXISTING CONTOURS CD -s1 SANITARY SEWER CLEANOUT CO -1 STORMWATER CLEANOUT NINLET PROTECTION W- PROPOSED WATER SERVICE wL- EXISTING WATER SERVICE /MAIN GAS -ua- EXISTING GAS MAIN OHP - EXISTING OVERHEAD POWER a- PROPOSED SANITARY SEWER SERVICE SS- EXISTING SANITARY SEWER SERVICE X 869.81 PROPOSED SPOT ELEVATIONS x 869.81 EXISTING SPOT ELEVATIONS METAL EDGING DETAILS 4DE — a4T: METAL EDGE CUT SLOT TO ALLOW BEND METAL EDGING AT GRADE CHANG NTS LAWN MULCH LANDSCAPE BED METAL EDGING 4 METAL EDGING NTS PREFAI CORNE GRADE 5 UFACTURED STAKES METAL EDGING AT CORNERS NTS T WITH METAL EDGING PLAN REFER TO DETAILS WITHIN "METAL EDGING DETAILS" SCALE 1" = 20' rcrr muq IQTE — nvar r ToeiF.n POd 11iLr`"imirl'i METAL EDGE AGAINS PARKING AREACONIC. WALK r + S CONCRETE BUILDING LANDSCAPING ON 6" MOUND TOP OF MULCH r SIDEWALKW EQUAL TO SIDEWALK Q PLANTING BED FILL ES MULCH FINES 45 DEGREE NOTCH BUILDING ENTRY EDGING AGAINST CONIC. WALK \ / 3" MILL MOUNDED LANDSCAPE BED FILTER MAT BUILDING W DECORATIVE GRAVEL METAL EDGING AT ENTRY p( METAL EDGING AT ENTRY SECTION -NTS C PLAN - NITS PLANT LIST 1. PLANT LIST IS PROVIDED AS CONVENIENCE ONLY. IN THE CASE OF ANY DISCREPANCIES IN QUANTITIES OR AREAS BETWEEN PLANS AND PLANT LIST. OUANTITIIES NOTED ON PLAN TAKE PRECEDENCE. CONTRACTOR IS TO BID PLAN. 2. ALL SUBSTITUTIONS IN PLANT MATERIALS SHALL BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 3. ALL MAJOR TREE PLANTINGS AND BEDS SHALL BE STAKED FOR APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 4. ALL TREES SHALL BE PLANTED IN 5' DIAMETER MULCH BEDS EXCEPT AS OTHERWISE NOTED ON PLANS. ALL TREES, SHRUBS AND GROUND COVERS SHALL RECEIVE UNIFORM MULCH COVER AS SPECIFIED. S. DO NOT PLANT IN STORMWATER CONVEYANCE SWALES. MAINTAIN MINIMUM GRADES ESTABLISHED BY PROJECT ENGINEER. 6. THE LANDSCAPE CONTRACTOR SHALL EVALUATE ALL PLANTING AREAS FOR DRAINAGE AND CONTACT THE LANDSCAPE ARCHITECT WITH IMPROPER DRAINAGE CONDITIONS. 7. THE CONTRACTOR SHALL NOTE THAT ALL DETAILS ON THIS SHEET ARE TYPICAL AND APPLY TO RELEVANT CONSTRUCTION. NOTE: CUT AS MANY SLOTS AS NEEDED TO FORM A SMOOTH LINE CONFORMING TO GRADE. 1 \ P SET ROOTBALL 1/2- 1/3 ABOVE PROPOSED LAWN PLANT BED ROTOTILLED NATIVE GRADE ACCORDING PROVIDE EDGE WITH CLEAN TOPSOIL AMENDED AS TO SPECIES AND CRISP SEPARATION BETWEEN PER SPECIFICATIONS DRAINAGE CONDITIONS, ADJACENT MATERIALS CONSULT SAUCER AROUND ARCHITECT PIT (DELETE WITH IRRIGATION) 3" MULCH CUT AND REMOVE FINISHED GRADE BURLAP FROM TOP ul , 11 3" MULCH 1/3 OF ROOTBALL " ,. —4 / 6" MIN. RIPPED SUBSOIL ky, CUT EDGE MINIMUM 6„ OF 4 "BELOW GRADE UNDISTURBED SOIL TO RECEIVE MULCH RAISED SHRUB PLANTING 8 LAWN / MULCH EDGING A NTS A 1. NTS SCALE: V=10'4' 0 5 10 20 30 Y zh L H •• Lappas + LA N D S CA PE t n 6 C -98 Q E Havener, PA A R C H I T E C T S P.O BOX 2625 DURHAM, NORTH CAROLINA 27715 -2625 THE POWER HOUSE 300 FULLER STREET DURHAM, NORTH CAROLINA 27701 TEL: 919.419.1199 FAX 919.419.1669 W Ihpa -nc.mm FIRST CITIZENS BANK RIVANNA RIDGE ALBEMARBLE, VA LANDSCAPE PLAN CONSTRUCTION DRAWING NO. REVISION DATE Q REVISION TO 09 -08-06 LANDSCAPE Q • REVISION TO 10 -12-06 LANDSCAPE Q REVISION TO SITE 11 -13-06 8 LANDSCAPE PLAN q0 SIGNADDITION 08 -02 -07 DATE 6.29.06 DRANO STK, AP CHEWD WRH SNEE< LA1 0 FILE QTY COMMON NAME SCIENTIFIC NAME CAURT IN HT.MIN SPR GENERAL NOTES: (APPLY TO ALL SHEETS) NOTES SHRUBS - TRID T M E ER RG NU 3"10- 'SINGIE-STEM, MATCHED 2 TUMN PURPL ' WHIT ASH FR INUS ERIC A 'AU UMN PURPLE'86 0'y SINGL MATC D NW 40 T. JOHN'S WORT HYPERICUM CALYCINUM 4 QT. CONT 8"12"FULL, 18" OC 42 ALBURY PURPLE ST. JOH WOR HYPERICUM ANDROSAEUM ALBUURY PURPLE'3 OT. CONT 8"12"FULL, 2'OC 20 FOUNTAIN GRASS PENNISETUM ALOPECUROIDDES 1 GAL, CONT 5 - 7 BIBS Q 24 LITTTLE PRINCESS' SPIREA SPIRAEA JAPONICA 'LITTLE PRINCESS'3 CAL. CONT 12"8"FULL , 2.5' OC 2 CARISSA' HOLLY ILEX CORNUTA 'CARISSA'S AL CONT 24'1 F, 2' OC 16 GLOSSY ABELIA A x GRANDIFLORA_5 GAL. CONT 24"12_'FULL 25 DWARF JAPANESE GARDEN JUNIPER JUNIPERUS PROCUMBINS '--- — _3 GAL CONT 5"8"FULL, 2.5'OC 1. PLANT LIST IS PROVIDED AS CONVENIENCE ONLY. IN THE CASE OF ANY DISCREPANCIES IN QUANTITIES OR AREAS BETWEEN PLANS AND PLANT LIST. OUANTITIIES NOTED ON PLAN TAKE PRECEDENCE. CONTRACTOR IS TO BID PLAN. 2. ALL SUBSTITUTIONS IN PLANT MATERIALS SHALL BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 3. ALL MAJOR TREE PLANTINGS AND BEDS SHALL BE STAKED FOR APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 4. ALL TREES SHALL BE PLANTED IN 5' DIAMETER MULCH BEDS EXCEPT AS OTHERWISE NOTED ON PLANS. ALL TREES, SHRUBS AND GROUND COVERS SHALL RECEIVE UNIFORM MULCH COVER AS SPECIFIED. S. DO NOT PLANT IN STORMWATER CONVEYANCE SWALES. MAINTAIN MINIMUM GRADES ESTABLISHED BY PROJECT ENGINEER. 6. THE LANDSCAPE CONTRACTOR SHALL EVALUATE ALL PLANTING AREAS FOR DRAINAGE AND CONTACT THE LANDSCAPE ARCHITECT WITH IMPROPER DRAINAGE CONDITIONS. 7. THE CONTRACTOR SHALL NOTE THAT ALL DETAILS ON THIS SHEET ARE TYPICAL AND APPLY TO RELEVANT CONSTRUCTION. NOTE: CUT AS MANY SLOTS AS NEEDED TO FORM A SMOOTH LINE CONFORMING TO GRADE. 1 \ P SET ROOTBALL 1/2- 1/3 ABOVE PROPOSED LAWN PLANT BED ROTOTILLED NATIVE GRADE ACCORDING PROVIDE EDGE WITH CLEAN TOPSOIL AMENDED AS TO SPECIES AND CRISP SEPARATION BETWEEN PER SPECIFICATIONS DRAINAGE CONDITIONS, ADJACENT MATERIALS CONSULT SAUCER AROUND ARCHITECT PIT (DELETE WITH IRRIGATION) 3" MULCH CUT AND REMOVE FINISHED GRADE BURLAP FROM TOP ul , 11 3" MULCH 1/3 OF ROOTBALL " ,. —4 / 6" MIN. RIPPED SUBSOIL ky, CUT EDGE MINIMUM 6„ OF 4 "BELOW GRADE UNDISTURBED SOIL TO RECEIVE MULCH RAISED SHRUB PLANTING 8 LAWN / MULCH EDGING A NTS A 1. NTS SCALE: V=10'4' 0 5 10 20 30 Y zh L H •• Lappas + LA N D S CA PE t n 6 C -98 Q E Havener, PA A R C H I T E C T S P.O BOX 2625 DURHAM, NORTH CAROLINA 27715 -2625 THE POWER HOUSE 300 FULLER STREET DURHAM, NORTH CAROLINA 27701 TEL: 919.419.1199 FAX 919.419.1669 W Ihpa -nc.mm FIRST CITIZENS BANK RIVANNA RIDGE ALBEMARBLE, VA LANDSCAPE PLAN CONSTRUCTION DRAWING NO. REVISION DATE Q REVISION TO 09 -08-06 LANDSCAPE Q • REVISION TO 10 -12-06 LANDSCAPE Q REVISION TO SITE 11 -13-06 8 LANDSCAPE PLAN q0 SIGNADDITION 08 -02 -07 DATE 6.29.06 DRANO STK, AP CHEWD WRH SNEE< LA1 0 FILE GENERAL NOTES: (APPLY TO ALL SHEETS) 1. PLANT LIST IS PROVIDED AS CONVENIENCE ONLY. IN THE CASE OF ANY DISCREPANCIES IN QUANTITIES OR AREAS BETWEEN PLANS AND PLANT LIST. OUANTITIIES NOTED ON PLAN TAKE PRECEDENCE. CONTRACTOR IS TO BID PLAN. 2. ALL SUBSTITUTIONS IN PLANT MATERIALS SHALL BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 3. ALL MAJOR TREE PLANTINGS AND BEDS SHALL BE STAKED FOR APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 4. ALL TREES SHALL BE PLANTED IN 5' DIAMETER MULCH BEDS EXCEPT AS OTHERWISE NOTED ON PLANS. ALL TREES, SHRUBS AND GROUND COVERS SHALL RECEIVE UNIFORM MULCH COVER AS SPECIFIED. S. DO NOT PLANT IN STORMWATER CONVEYANCE SWALES. MAINTAIN MINIMUM GRADES ESTABLISHED BY PROJECT ENGINEER. 6. THE LANDSCAPE CONTRACTOR SHALL EVALUATE ALL PLANTING AREAS FOR DRAINAGE AND CONTACT THE LANDSCAPE ARCHITECT WITH IMPROPER DRAINAGE CONDITIONS. 7. THE CONTRACTOR SHALL NOTE THAT ALL DETAILS ON THIS SHEET ARE TYPICAL AND APPLY TO RELEVANT CONSTRUCTION. NOTE: CUT AS MANY SLOTS AS NEEDED TO FORM A SMOOTH LINE CONFORMING TO GRADE. 1 \ P SET ROOTBALL 1/2- 1/3 ABOVE PROPOSED LAWN PLANT BED ROTOTILLED NATIVE GRADE ACCORDING PROVIDE EDGE WITH CLEAN TOPSOIL AMENDED AS TO SPECIES AND CRISP SEPARATION BETWEEN PER SPECIFICATIONS DRAINAGE CONDITIONS, ADJACENT MATERIALS CONSULT SAUCER AROUND ARCHITECT PIT (DELETE WITH IRRIGATION) 3" MULCH CUT AND REMOVE FINISHED GRADE BURLAP FROM TOP ul , 11 3" MULCH 1/3 OF ROOTBALL " ,. —4 / 6" MIN. RIPPED SUBSOIL ky, CUT EDGE MINIMUM 6„ OF 4 "BELOW GRADE UNDISTURBED SOIL TO RECEIVE MULCH RAISED SHRUB PLANTING 8 LAWN / MULCH EDGING A NTS A 1. NTS SCALE: V=10'4' 0 5 10 20 30 Y zh L H •• Lappas + LA N D S CA PE t n 6 C -98 Q E Havener, PA A R C H I T E C T S P.O BOX 2625 DURHAM, NORTH CAROLINA 27715 -2625 THE POWER HOUSE 300 FULLER STREET DURHAM, NORTH CAROLINA 27701 TEL: 919.419.1199 FAX 919.419.1669 W Ihpa -nc.mm FIRST CITIZENS BANK RIVANNA RIDGE ALBEMARBLE, VA LANDSCAPE PLAN CONSTRUCTION DRAWING NO. REVISION DATE Q REVISION TO 09 -08-06 LANDSCAPE Q • REVISION TO 10 -12-06 LANDSCAPE Q REVISION TO SITE 11 -13-06 8 LANDSCAPE PLAN q0 SIGNADDITION 08 -02 -07 DATE 6.29.06 DRANO STK, AP CHEWD WRH SNEE< LA1 0 FILE