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HomeMy WebLinkAboutARB201400029 Plan - Other (not approved) 2014-03-06RENDERING FROM AVON ST. & MILL CREEK DR. INTERSECTION LOOKING EAST r o x _ 1 �4L RENDERING FROM AVON ST. LOOKING SOUTH RENDERING FROM SOUTHSIDE SHOPPING CENTER ENTRANCE LOOKING NORTH -WEST • y 1`•; r. NORTH ELEVATION 0_1 EAST ELEVATION METAL ROOFING - MATCH EXISTING STEEL TRELLIS @ SOUTHSIDE SHOPPING CENTER P A D A OCT r` AD DOt -%K17C A A ATf—LJ Cv ICTlklr` r) C('lI ITLJCIP'1r curinnll. I/'` t—rk 1'rr-M BRICK - GENERAL SHALE FULL RANGE RED, WIRE -CUT UTILITY METAL ROOFING - MATCH EXISTING STEEL TRELLIS @ SOUTHSIDE SHOPPING CENTER [Tnnrrn�. it n � rev nr�. i-rr CJ SOUTH ELEVATION i IrTA I n / \ /\rlk 1^ i A AT/- I I r 10 T1 IA I/- CTrrl Tn rl 1 IC rl C/-"\ I IT LJCIf\r CLJ r1001K I/- t- C1. ITCH WEST ELEVATION SITE SECTIONS THROUGH PROPOSED BUILDING PROPOSED BUILDING AVON ST. NW SE PROPOSED BUILDING MILL CREEK DR. SW NE i ll� REFLECTING TOMORROW ww►w.balzer.cc New River Valley Richmond Roanoke Shenandoah Valley RESIDENTIAL LAND DEVELOPMENT ENGINEERING SITE DEVELOPMENT ENGINEERING LAND USE PLANNING & ZONING LANDSCAPE ARCHITECTURE LAND SURVEYING ARCHITECTURE STRUCTURAL ENGINEERING TRANSPORTATION ENGINEERING ENVIRONMENTAL & SOIL SCIENCE WETLAND DELINEATIONS & STREAM EVALUATIONS Balzer and Associates, Inc. 1561 Commerce Road Suite 401 Verona, VA 24482 540- 248 -3220 FAX 540 -248 -3221 1 .,r (ID.jKent ODonchue, Jr.� No. 0406001883 F, -21 -2014 P E A VL J w Y ❑w w a� U J t© �J Z Q 0. 0 U) W 06 Q Z 5W I U - I� UU? _ J J m U Q r LL 0 ;) O DRAWN BY DKO DESIGNED BY DKO CHECKED BY ERB DATE 02--21 -2014 SCALE 1" = 20' REVISIONS: SHEET NO. JOB NO. S1300029 0 0 ESC PHASE 2 SEQUENCE OF CONSTRUCTION: ESC LEGEND N 1) FOLLOWING INSTALLATION OF PHASE 1 ESC MEASURES AND REMOVAL OF EXISTING FEATURES, GRADING MAY COMMENCE. TEMPORARY STONE 3.02 CONSTRUCION c E N 2) COMMENCE CLEARING AND EARTHWORK. SEED EXPOSED AREAS PROMPTLY, ENTRANCE I '. °F= ONCE BUILDING PAD REACHES THE APPROPRIATE ELEVATION, BUILDING CONSTRUCTION CAN BEGIN. f 486.54 3) INSTALLATION OF SITE UTILITIES S SHALL BE COMPLETED. INLET PROTECTION CONSTRUCTION �` ` ' SHALL BE INSTALLED ON PROPOSED INLETS AND SITE WATER SHALL BE 3'03 ROAD STABILIZATION CONVEYED TO THE IN INLET PROTECTION ON EX. DI -1 SHALL NOT OCCUR UNTIL \ "`" NOTE: REMOVAL OF i� P020 IM 4) APPROVAL BY THE PROJECT ENGINEER AND LOCAL OFFICIALS. COMMENCE CURB CONSTRUCTION. INSTALLATION OF SIDEWALKS MAY BE 3 45 SILT FENCE S F Q I ��``�, .. (.. M INSTALLED AT THIS TIME. 5) COMPLETE REMAINING EARTHWORK TO SUBGRADE ELEVATIONS. GEOTECHNICAL ENGINEER TO EVALUATE SUBGRADE SOILS. STORM DRAIN 3'07 -- 6) PLACE AGGREGATE BASE MATERIAL UPON APPROVAL BY GEOTECHNICAL INLET PROTECTION ENGINEER. z 7) REMOVE CONTRUCTION ENTRANCE AND DIVERSIONS AND INSTALL ASPHALT. PLACE TOPSOIL. SEED ALL EARTH AREAS PROMPTLY. TEMPORARY 3'09 D D O I III 86_NCHUARI -- °'-° (TOP OF HYDRANT) L 8) AFTER FINAL STABILIZATION IS ACHIEVED, INLET PROTECTION MAY BE REMOVED. DIVERSION DIKE I ¢ L 9) UPON COMPLETION AND APPROVAL BY THE PROJECT ENGINEER AND LOCAL OFFICIALS THE AREA MUST BE RESTORED TO ITS ORIGINAL CONDITION. ALL ESC MEASURES ARE TO BE REMOVED FROM THE SITE, UNLESS OTHERWISE DIRECTED BY THE PROJECT ENGINEER OR LOCAL OFFICIAL. 3,30 TOPSOILING TO a �--� i 8 "11E�PE TEMPORARY y ` I --- � j 8 "�iQP - K 3.31 TS SEEDING a? a `� 1, 11 1 GRADING NOTES:,, { 1 - -- - - K 1. REMOVE TREES, SHRUBS, GRASS, AND OTHER VEGETATION, IMPROVEMENTS PERMANENT 3 32 SEEDING PS, -'o� OR OBSTRUCTIONS AS REQUIRED TO PERMIT INSTALLATION OF NEW CONSTRUCTION. REMOVE TREES AND OTHER VEGETATION, INCLUDING STUMPS AND ROOTS, _ -'- COMPLETELY IN AREAS REQUIRED FOR SUBSEQUENT SEEDING. CUT OFF 3 35 MULCHING \� TREES AND STUMPS IN AREAS TO RECEIVE FILL MORE THAN THREE FEET IN e �Q�" --_ J DEPTH TO WITHIN EIGHT INCHES OF THE ORIGINAL GROUND SURFACE. + + ; I a. `.d - BENCH,MARff TP i - - - --- ---- ---- J 2. BARRICADE OPEN EXCAVATIONS OCCURRING AS PART OF THIS WORK AND���,gO OPERATE WARNING LIGHTS AS RECOMMENDED BY AUTHORITIES HAVING TREE PRESERVATION 3.38 PROTECTION � � , r f + I t' I . SF , I I + t " t I I _ I ► I ' � 1 I ' + ~ ~� + `�� (TOE' OF AMNNOff) - - ~- JURISDICTION. 1 ..c� I 89.7 I $9.2 - Q 3. CUT SURFACE UNDER PAVEMENTS TO COMPLY WITH CROSS SECTIONS, a I { I Itl 1 4 1 89.8 +39 3p 8© CDI 4 �� ELEVATIONS, AND GRADES AS INDICATED. y t { I1 y j r 4 k t I I t1 DD 4. EXCAVATE TRENCHES TO UNIFORM CONFORMING TO VDOT STANDARD i j�r i = -.- �_.._. I I s I t i I k D PIPINWIDTH 9,;` 11'�I + �° - 4 8.35 5. PREVENT SURFACE WATER AND SUBSURFACE OR GROUND WATER FROM ! .. ° N(U1 4TIS11 r { 1 APE ,,...,..; 488.35 .` 488.2 FLOWING INTO EXCAVATIONS AND FROM FLOODING PROJECT SITE AND I ' { '� 1 1 1 1 +P>,i� i : CRS � 1 1 SURROUNDING AREA. DO NOT ALLOW WATER TO ACCUMULATE IN EXCAVATIONS. l r r J ( I t 1 1 1 14 4 4 4 + +' 49t a- r �`, FFE =492.2 - - - - - -- REMOVE WATER TO PREVENT SOFTENING OF FOUNDATION BOTTOMS + F: I , � i I I 2.4101 4 ° � `°°'' r (Dj 488.45 r UNDERCUTTING FOOTINGS, AND SOIL CHANGES DETRIMENTAL TO STABILITY OF I r I { I ° I I I � 119 +1 9p� •� u- SUBGRADES AND FOUNDATIONS. CONVEY WATER WHEN ATMOSPHERIC I I r N 488.45 i I 149 `J 1 I ` _ �4 '69 �` �•" ~ H TEMPERATURE IS LESS THEN 35'F r1 *C). l ` '� '� 1 11 ' ' ° 492 00 I 9?4201 I 488:13 . w -._-- H 6. PROTECT EXCAVATED BOTTOMS OF ALL FOOTINGS AND TRENCHES AGAINST FREEZING WHEN ATMOSPHERIC TEMPERATURE IS LESS THEN 35 -F (1'C). W ' ��" ;4 2. + `q.g �\\ Y - _ - --- _ __ _ - �. 488.35 . 3FFE=492.f l _ _ --! _, -------------- _ _,,, _, - ,_,,,,,,,_ - ,,,,,, �,,,, - - CL 4 4 49+ 11 `' --- ^_r --- ---- -- -- 7. FINISH LAWN AREAS TO WITHIN ONE INCH ABOVE OR BELOW REQUIRED �y r ��! ^� I rr ti 19113 1 17� 414 "! I I �,9$a ;,- PROPOSED GOODWILL -- SUBGRADE ELEVATIONS. SHAPE SURFACE UNDER WALKS AND PAVEMENTS `j r " r I I I I ' I e tee. -STORY----------/N TO LINE, GRADE, AND CROSS SECTION, WITH NOT MORE THAN 1/2" ABOVE OR BELOW REQUIRED SUBGRADE ELEVATION. {+ LQ LyI I e 4 4 I I 1 _ _d --- �_ - - --�`� TP G rr 'i 114 4 I I 4g2�1{,� C �` S. I ` -� -___ 8. PROTECT GRADED AREAS FROM TRAFFIC AND EROSION. REPAIR AREAS WHICH HAVE SETTLED, ERODED, OR BECOME DAMAGED DUE TO CONSTRUCTION �1 1I T 44 0 O 4 IBW4�2.80 ��.I Q ► I I r i I i i I ►I + I ` IP E y ®- F (7�500 S.F. O F R ETAI L) G ACTIVITIES AT NO ADDITIONAL COST TO OWNER. ; �' 1 { 4 I I i ! 4,9 .10 I L I 11 491.6 _- -__- 0.73 ACS d i i i i _ 9. SPREAD TOPSOIL TO A DEPTH OF 4" OVER ALL DISTURBED AREAS NOT Q P , 1 { r I I I I 1 I I I ' ' + ; 1 _ 492.20 f -- - - - - -- RECEIVING WALKS PAVEMENT WALLS OR BUILDING, INCLUDING TRENCHES. , t I I 1 ' 49 -- IMMEDIATELY FOLLOWING PLACEMENT OF TOPSOIL, DISK THE ENTIRE TOPSOILED r r .1 I 4 I 1 1 '; �rl i j _- 492.10 F AREA AND RAKE FREE OF STONES AND DEBRIS OVER 1/2 IN ANY DIMENSION. PROVIDE A FINISHED SURFACE FREE OF DEPRESSIONS OR HIGH SPOTS. SEED 1 { ' t1 r + '1 I 1 I I '` I ► I " I t ! I ' 1 �► ' I - __. -° ,, , 49.1.6, g. _rte__ P. .`.:a4 kI ., -- �-4 -�. - - - -- - F { t I I I I , I �� °`�� IMMEDIATELY. 492.20 492.20 492.10 492.10 492:2 5r 493.20 �" SIF 10. „ FINISH GRADE AROUND ALL BUILDINGS SHALL BE A MINIMUM OF 8 BELOW r .- �' r � .' 1 1 1 1 t � I t 1 t I ' `+ I � �,. I F492.1 0 491.60 -� FFE =492.2 3.10 r.R 1 �-- --- FINISHED FLOOR ELEVATIONS. 4 +�` I ° I i t " + ! " I '� .w -. I I I + t t + I � � � � ,� E 492.60 n 92.'1`0 ,! - 11. PROVIDE A MINIMUM OF 5% SLOPE FOR A DISTANCE OF 10 AWAY FROM ALL I I V r r i I i .. r . J r' b 4 n > a 4 c b` .4 91 6 V v r° f. I t 4 I" I I ��� ,� r- FLU b H ° A`o-493;20 I ; I + I I f °__' -- .- °;^^• BUILDINGS FOR POSITIVE DRAINAGE. 11 II I , t III 1 1 1 I I- 492.10 I .�, , ci ` 4967 E 12. ALL SIDEWALKS SHALL CONFORM TO ADA REQUIREMENTS WITH A MAXIMUM 1 I I I I I i I 14 4 4 , 492.10 "III I I �'- �- "� '" �'° "' 493 17 r 492 49.01 E SLOPE OF 5% AND A MAXIMUM CROSS SLOPE OF 1:48. I I � 1 + II W497.47 I I I I I I ' 492: 0 - - I �, , J_ �' E" II t 1 1 1 4B 494.30 i 1 4 Ii ' I t 1 I I I + I 492.4Q ��- 493.50 492.40 !� 493.00 4 I 1 4 4 1 �..� _ _. TO.. - Tp � + I I I I I t 494 30� ._493.40- 4� +I I i "I , '' I� 493.0 ' I J� '_. J CRS - C o C � C7 CE C � � ' MU • .. _ S PS D ' ' ' 1 `� 494.60 4 tW4 + f � � I �� D 4 i.�'�= 494.10 TO TS 49'4.60 IN- k r 495.00 - �� _ l r 7p �� ti I d ,�ry -� _ _ 18W49.4►' SF` _ 94.70 l { - T ©PS 1LT EKPI 'I =mo -,�i - � .tip` _� ___- -__ - - -_- __- ' dl I - ©1' $ - _ --- _ _ 9 -.- ___ - _ _ - - -- - _ �_ 4.20 .,° �� _ ,may 15"l 1!DPI- x. C\ a = „- __-- -- - - -- ------------ 1 �--, _ - _-- � -_ ;� +� ..�7_. ► :.=== Tp_..... --- - -- -- --- - -- - __ TW4s6.00 -_ -_ .- -_ � _ _____ °_ ,-- _ � _ _ '� � BW4J4.70 `..-== 7Fry- - - - -Tp - - -.L rp -..�l Tp ---- -rllp I � TP I Y Lo - =�`' :•...ti,.-...:: `-'mil - --'- -, u._...�, .._.......� ._....... _., -... -_ tea.... -.... �., • 00 B MILL CREEK_ DRIVE Rom 20 0 20 40 60 (120' R. 0.9!) SCALE: 1 " = 20' A 1 - 3 L Z 9 1 3� i ll� REFLECTING TOMORROW ww►w.balzer.cc New River Valley Richmond Roanoke Shenandoah Valley RESIDENTIAL LAND DEVELOPMENT ENGINEERING SITE DEVELOPMENT ENGINEERING LAND USE PLANNING & ZONING LANDSCAPE ARCHITECTURE LAND SURVEYING ARCHITECTURE STRUCTURAL ENGINEERING TRANSPORTATION ENGINEERING ENVIRONMENTAL & SOIL SCIENCE WETLAND DELINEATIONS & STREAM EVALUATIONS Balzer and Associates, Inc. 1561 Commerce Road Suite 401 Verona, VA 24482 540- 248 -3220 FAX 540 -248 -3221 1 .,r (ID.jKent ODonchue, Jr.� No. 0406001883 F, -21 -2014 P E A VL J w Y ❑w w a� U J t© �J Z Q 0. 0 U) W 06 Q Z 5W I U - I� UU? _ J J m U Q r LL 0 ;) O DRAWN BY DKO DESIGNED BY DKO CHECKED BY ERB DATE 02--21 -2014 SCALE 1" = 20' REVISIONS: SHEET NO. JOB NO. S1300029 �i 20 0 20 40 60 SCALE: 1 " = 20' LANDSCAPE REQUIREMENTS NOTES: STREET TREES REQUIRED: LANDSCAPE SPECIFICATIONS SCIENTIFIC NAME COMMON NAME 1. PLANT MATERIAL NAMES ARE IN COMPLIANCE WITH HORTUS THIRD QUANTITY 0 SIZES AND GRADING ARE TO COMPLY WITH THE LATEST EDITION OF INTERIOR TREES REQUIRED: AMERICAN STANDARDS FOR NURSERY STOCK. PUBLISHED BY THE "Village Green" 2 "' cal. /B &B AMERICAN ASSOCIATION OF NURSERYMAN. 452 PROVIDED: 2. ALL WORK SHALL BE COORIDINATED WITH TRADES. INTERIOR LANDSCAPING REQUIRED: 3. USE EXISTING TOPSOIL AND /OR PROVIDE NEW TOPSOIL, WHICH IS FERTILE, FRIABLE, NATURAL LOAM, SURFACE SOIL, REASONABLY FREE W PROVIDED: OF SUBSOIL, FORIEGN MATTER AND ROOTS, STUMPS AND STONES SCREENING N LARGER THAN 2" IN DIMENSION. PROVIDED: 4. CONTRACTOR SHALL ASCERTAIN LOCATION OF ALL UTILITIES PRIOR TO TREE CANOPY REQUIRED: EXCAVATION. Flowering Plum PROVIDED: 5. CONTRACTOR SHALL MAINTAIN PLANT MATERIAL DURING INSTALLATION 143 MAINTENANCE SHALL BECOME RESPONSIBILITY OF OWNER UPON cvs. ACCEPTANCE OF WORK. M 6. WHERE THE LANDSCAPE WORK 1S COMPLETED, THE OWNER'S REPRESENTATIVE WILL, UPON WRITTEN REQUEST, MAKE AN INSPECTION TO DETERMINE ACCEPTABILITY. IF WORK IS NOT ACCEPTABLE, REPLACE REJECTED WORK AND CONTINUE MAINTENANCE UNTIL REINSPECTION AND APPROVAL. 7. GUARANTEE ALL MATERIALS AND LABOR FOR 12 CALANDER MONTHS AFTER ACCEPTANCE. , L A. MAKE REPLACEMENTS OF ALL DEAD PLANTS IN IMPAIRED 8" Ht. /cont. #3 21 CONDITIONS IN EARLY FALL FOLLOWING PLANTING. B. ADD ADDITIONALLY IN THE EARLY SPRING FOR THE SAME OR OTHER MATERIALS WHICH ARE DEAD OR IMPAIRED FROM THE WINTER CONDITIONS. 8. WITHIN 10 DAYS AFTER ACCEPTANCE, THE CONTRACTOR SHALL DELIVER V AN OUTLINE OF MAINTENANCE PROCEDURES RECOMMENDED FOR THIS t� PLANTING FOR THE OWNER. K 9. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY DURING THE GUARANTEE PERIOD TO PROVIDE WRITTEN NOTICE TO THE OWNER OF PROPOSED CANOPY 1,852 ANY MAINTENANCE PRACTICE WHICH IN THEIR OPINION WILL AFFECT EXISTING CANOPY 1,139 SQ FT PREPARE, SEED AND STRAW ALL LAWN AREAS. THE GUARANTEE IF NOT REMEDIED PROMPTLY. (1.25 MULITPLIER 1,424 SQ FT) 10. DO NOT MAKE SUBSTITUTIONS. BID MATERIALS SHOWN ON PLANS. 4 CONTRACTOR IS ENCOURAGED TO PROVIDE WRITTEN ALTERNATE LIST OF MATERIALS, SIZES AND NUMBERS SUBSTITUTION FOR COST- EFFECTIVE J MAINTENANCE OF DESIGN INTEGRITY. 11. THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO ACCEPT OR REJECT ANY MATERIAL THAT HE /SHE DEEMS UNACCEPTABLE. REJECTED MATERIAL SHALL BE REMOVED PROMPTLY FROM THE SITE. 12. SELECTIVE CUTTING AND CLEARING SHALL BE PROVIDED IN THE EXISTING WOODED AREAS OF THE DRAINAGE EASEMENT. SELECTIVE CUTTING WITHIN THESE AREAS SHALL BE LIMITED TO THE REMOVAL OF UNDERGROWTH AND TREES ABSOLUTELY NECESSARY FOR THE CONSTRUCTION OF THE DRIANAGE OUTFALL. 13. BALLED AND BURLAPPED PLANTS SHALL BE DUG WITH FIRM NATURAL BALLS OF EARTH. BALL SIZES SHALL BE IN ACCORDANCE WITH A.A.N. SPECIFICATIONS. ALL CONTAINER GROWN STOCK SHALL BE WELL ROOTED AND ESTABLISHED IN THE CONTAINER IN WHICH IT IS SOLD. AN ESTABLISHED CONTAINER GROWN PLANT SHALL HAVE A ROOT SYSTEM DEVELOPED SUFFIENTLY TO RETAIN ITS SHAPE WHEN H REMOVED FROM THE CONTAINER. 14. ALL PLANT MATERIAL SHALL BE NURSERY GROWN UNLESS OTHER -WISE SPECIFIED. PRUNING SHALL BE DONE BEFORE PLANTING OR DURING THE PLANTING OPERATION. 15. ALL PLANT MATERIAL SHALL BE COVERED AND PROTECTED FROM EXCESSIVE DRYING DURING TRANSIT. G 16. ANTI - DESICCANTS SHALL BE APPLIED ON ALL MATERIAL DUG WHILE IN FOLIAGE. 17. MULCH MATERIAL SHALL BE EITHER SHREDDED HARDWOOD MULCH OR APPROVED EQUAL. MATERIAL SHALL BE MULCHING GRADE, UNIFORM IN SIZE AND FREE OF FORIEGN MATTER. 18. TOPSOIL MIXTURE SHALL BE 2 PARTS EXISTING SOIL MIXED EVENLY WITH 1 PART SPAGNUM PEAT MOSS OR PEAT HUMUS EXISTING F SOIL SHALL BE FREE OF STONES, LUMPS, PLANTS, ROOTS AND OTHER DEBRIS OVER 1 1/2 INCHES. IT SHALL NOT CONTAIN TOXIC SUBSTANCES HARMFUL TO PLANT GROWTH. TOPSOIL SHALL HAVE A = PH RANGE OF 5.0 TO 7.0. 19. PLANTING PROCEDURES FOR TREES AND SHRUBS A. PLANTING SHALL OCCUR IN ACCORDANCE WITH ALL DETAILS. B. TREES AND SHRUBS SHALL BE PLACED IN THE PLANTING PIT, BY LIFTING FROM THE BALL (NEVER FORM THE E BRANCHES OR TRUNK). ALL PLANT MATERIAL SHALL BE PLACED IN A STRAIGHT POSITION WITHIN THE PLANTING PIT. WITH THE MOST DESIRABLE SIDE PLACED TOWARDS THE PROMINENT VIEW (SIDEWALK, STREET, ETC.). C. THE TREE PIT SHALL BE BACKFILLED WITH A SOIL MIXTURE AS PER SPECIFICATIONS. THE PIT SHALL BE FILLED HALFWAY INITIALLY AND TAMPED FIRMLY. ALL ROPES, WIRES, ETC. ON THE ROOTBALL SHALL BE CUT AND THE BURLAP OR BALL WRAP PULLED BACK TO THE EDGE OF THE ROOTBALL. D COMPLETE BACKFILLING PLANT PIT AND TAMP FIRMLY. BACKFILL SOIL SHALL NOT COVER TOP OF ROOTBALL. MULCH ROOTBALL AND SAUCER WITH MINIMUM OF 3 INCHES SHREDDED OR CHIPPED HARDWOOD OR PINE MULCH. WATER THOROUGHLY OR UNTIL PLANT PIT IS FILLED. �i 20 0 20 40 60 SCALE: 1 " = 20' LANDSCAPE REQUIREMENTS NOTES: STREET TREES REQUIRED: 1 MEDIUM SHADE TREE PER 40' OF 360' OF SCIENTIFIC NAME COMMON NAME ROAD FRONTAGE = 9 MEDIUM TREES QUANTITY PROVIDED: 11 EX. LARGE & MEDIUM TREES INTERIOR TREES REQUIRED: 1 MEDIUM OR LARGE TREE PER 10 SPACES = "Village Green" 2 "' cal. /B &B 34 SPACES /10 = 4 SHADE TREES 452 PROVIDED: 4 LARGE OR MEDIUM SHADE TREES INTERIOR LANDSCAPING REQUIRED: 5% OF PAVED PARKING & VEHICULAR CIRCULATION = 11,626 SF = 0.05(11,626 SF) = 581 SF W PROVIDED: 600 SF OF INTERIOR LANDSCAPING SCREENING REQUIRED: NONE PROVIDED: NONE TREE CANOPY REQUIRED: 10% OF SITE AREA = 0. 10(31,913 SF) = 3,191 SF Flowering Plum PROVIDED: 3,276 SF 143 (SEE LANDSCAPE SCHEDULE FOR cvs. CANOPY COVER AND QUANTITY) LANDSCAPE MAINTENANCE: 1. 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. LANDSCAPE SCHEDULE LIGHTING SCHEDULE �-­1\ SYMBOL LABEL SYMBOL SCIENTIFIC NAME COMMON NAME PLANTING SPECS QUANTITY CANOPY OVER (5F ZS AR3H serrata "Village Green" 2 "' cal. /B &B 3 452 1� I I $Zelkova village Green Zelkova W PC Prunus cerasifera & Flowering Plum 6 -7 HEIGHT 2 143 cvs. (Match Existing) BG , BuxuS x "Green'" Velvet Boxwood's 8" Ht. /cont. #3 21 10 V t� PROPOSED CANOPY 1,852 SQ FT EXISTING CANOPY 1,139 SQ FT PREPARE, SEED AND STRAW ALL LAWN AREAS. MULCH ALL SHRUB BEDS. (1.25 MULITPLIER 1,424 SQ FT) TOTAL CANOPY 3,276 SQ FT LIGHTING SCHEDULE �-­1\ SYMBOL QTY LABEL ARRANGEMENT TOTAL LAMP LUMENS �L'LF [MANUFAC] DESCRIPTION 3 AR3H SINGLE 22000 0.750 1 KIM LIGHTING AR3 /250PMH- ED28 /HS i \,_j LANDSCAPE DETAILS THIN BRANCHES BY 1/3 RETAINING NORMAL PLANT SHAPE. BARK MULCH 3" MIN. CREATE SAUCER WITH TOPSOIL 6" MIN. WEED BARRIER ROPES AT TOP OF BALL SHALL BE CUT. REMOVE TOP 1/3 OF BURLAP. NON - BIODEGRADABLE MATERIAL SHALL BE TOTALLY REMOVED. GENTLY COMPACT TOPSOIL MIXTURE. TAMPED ADMIXTURE BACKFILL 2X BALL DO. MIN. SHRUB PLANTING NO SCALE W Q • • q a M 0 >U" 0 i 1, X 0 I� F- q r• ZS —� lL_ IO 7y ZU 21 AND ASSOCIATES INC 1 f3 "f It�PF 0 REFLECTING TOMORROW a Www.baizer.cc 11CIIIT P0O 11 (T)F'.) N New River Valley Richmond Roanoke Shenandoah Valley RESIDENTIAL LAND DEVELOPMENT ENGINEERING SITE DEVELOPMENT ENGINEERING LAND USE PLANNING & ZONING M LANDSCAPE ARCHITECTURE LAND SURVEYING ARCHITECTURE STRUCTURAL ENGINEERING TRANSPORTATION ENGINEERING ENVIRONMENTAL & SOIL SCIENCE WETLAND DELINEATIONS & STREAM EVALUATIONS L Balzer and Associates, Inc. 1561 Commerce Road Suite 401 Verona, VA 24482 540- 248 -3220 FAX 540 - 248 -3221 K A� - 1' A "D. Kent O'Donohue, Jr."' C,, Lic. No. 0406001683 , `Y 02 -21 -2014 CJ tiIlk,'W C� P E Ag' I 0 ± i, �� , l�I L_1.11 ► I� I I I I I i I ( "�,, t,,�f la.. f $ � � Y� a•� � :. oa'� � � ten„ m, �,, ,� „.� --. INA BG h I CIL 15 "HDPE ! -s G'H�R/>�Y " CHEh'h� Y - _( 6,;�Gf 7>�i1'Y � 6 ° Cl{f1 1'�Y .. _..° 6 N GhtE P ° � � � 'IO CY - - -n ... �.�.� . _QD %F rf�7r1 ..: to �.� 0 "' MILL CREEK DRIVE__ LO (120' R.O. W) RUBBER HOSE ON EACH MAJOR STEM. ALL MAJOR STEMS SHOULD BE WIRED TOGETHER. SET TREE AT ORIGINAL GRADE MULCH; PINE BARK OR WOOD CHIPS 3" MIN. SOIL SAUCER; USE PREPARED TOPSOIL 6' MIN. WOOD STAKES 3" IN FIRM SOIL ROPES AT TOP OF BALL SHALL BE CUT. REMOVE TOP 1/3 OF BURLAP. NON - BIODEGRADABLE MATERIAL SHALL BE TOTALLY REMOVED. PREPARED ADMIXTURE BACKFILL PREPARED SUBGRADE PEDESTAL DETAIL MULTI -STEM TREE PLANTING DETAIL NO SCALE TREE PLANTING DETAIL NO SCALE RUBBER HOSE AT BARK *� I ` __ __ Of W �w 0 Y w F w Q O" J J 02 E Z n V Z r_n _V J W l� U U) 0 Z J J LJ U > J 0 Q W J W J m U) Q F- LL O U co Z O U D DRAWN BY DKO DESIGNED BY DKO CHFCKFn RY ERB 3UY WIRES (3). WHITE ,FLAG ON EACH TO INCREASE DATE 02 -21 -2014 VISIBILITY. C 1 " = 20' SCALE TURNBUCKLE (3). GALVANIZED OR DIP — PAINTED REVISIONS: SET TREE AT ORIGINAL GRADE MULCH: PINE BARK OR WOOD CHIPS 3" MIN. SOIL SAUCER: USE PREPARED SOIL 6" MIN. WOOD DEADMEN (3) ROPES AT TOP OF BALL SHALL BE CUT. REMOVE TOP 1/3 B OF BURLAP. NON— BIODEGRADABLE MATERIAL SHALL BE } TOTALLY REMOVED PREPARED SUBSOIL TO FORM PEDESTAL TO PREVENT SETTLING SHEET NO. JOB NO. S1300029 s r a.. °. M A ,OAK lL_ IO 7y ZU 21 AND ASSOCIATES INC 1 f3 "f It�PF 0 REFLECTING TOMORROW a Www.baizer.cc 11CIIIT P0O 11 (T)F'.) N New River Valley Richmond Roanoke Shenandoah Valley RESIDENTIAL LAND DEVELOPMENT ENGINEERING SITE DEVELOPMENT ENGINEERING LAND USE PLANNING & ZONING M LANDSCAPE ARCHITECTURE LAND SURVEYING ARCHITECTURE STRUCTURAL ENGINEERING TRANSPORTATION ENGINEERING ENVIRONMENTAL & SOIL SCIENCE WETLAND DELINEATIONS & STREAM EVALUATIONS L Balzer and Associates, Inc. 1561 Commerce Road Suite 401 Verona, VA 24482 540- 248 -3220 FAX 540 - 248 -3221 K A� - 1' A "D. Kent O'Donohue, Jr."' C,, Lic. No. 0406001683 , `Y 02 -21 -2014 CJ tiIlk,'W C� P E Ag' I 0 ± i, �� , l�I L_1.11 ► I� I I I I I i I ( "�,, t,,�f la.. f $ � � Y� a•� � :. oa'� � � ten„ m, �,, ,� „.� --. INA BG h I CIL 15 "HDPE ! -s G'H�R/>�Y " CHEh'h� Y - _( 6,;�Gf 7>�i1'Y � 6 ° Cl{f1 1'�Y .. _..° 6 N GhtE P ° � � � 'IO CY - - -n ... �.�.� . _QD %F rf�7r1 ..: to �.� 0 "' MILL CREEK DRIVE__ LO (120' R.O. W) RUBBER HOSE ON EACH MAJOR STEM. ALL MAJOR STEMS SHOULD BE WIRED TOGETHER. SET TREE AT ORIGINAL GRADE MULCH; PINE BARK OR WOOD CHIPS 3" MIN. SOIL SAUCER; USE PREPARED TOPSOIL 6' MIN. WOOD STAKES 3" IN FIRM SOIL ROPES AT TOP OF BALL SHALL BE CUT. REMOVE TOP 1/3 OF BURLAP. NON - BIODEGRADABLE MATERIAL SHALL BE TOTALLY REMOVED. PREPARED ADMIXTURE BACKFILL PREPARED SUBGRADE PEDESTAL DETAIL MULTI -STEM TREE PLANTING DETAIL NO SCALE TREE PLANTING DETAIL NO SCALE RUBBER HOSE AT BARK *� I ` __ __ Of W �w 0 Y w F w Q O" J J 02 E Z n V Z r_n _V J W l� U U) 0 Z J J LJ U > J 0 Q W J W J m U) Q F- LL O U co Z O U D DRAWN BY DKO DESIGNED BY DKO CHFCKFn RY ERB 3UY WIRES (3). WHITE ,FLAG ON EACH TO INCREASE DATE 02 -21 -2014 VISIBILITY. C 1 " = 20' SCALE TURNBUCKLE (3). GALVANIZED OR DIP — PAINTED REVISIONS: SET TREE AT ORIGINAL GRADE MULCH: PINE BARK OR WOOD CHIPS 3" MIN. SOIL SAUCER: USE PREPARED SOIL 6" MIN. WOOD DEADMEN (3) ROPES AT TOP OF BALL SHALL BE CUT. REMOVE TOP 1/3 B OF BURLAP. NON— BIODEGRADABLE MATERIAL SHALL BE } TOTALLY REMOVED PREPARED SUBSOIL TO FORM PEDESTAL TO PREVENT SETTLING SHEET NO. JOB NO. S1300029