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Home My WebLink AboutSDP201900063 Application Letter of Revision 1 2020-11-17Application for Letter of Revision UV Letter of Revision = $108 This application may require additional review by the Fire Marshal. Fees in addition to those shown on this application may be required as required by the Fire Prevention Code Fee Schedule. A copy of the schedule is available from the Fire Marshal. Final Site Plan Name and Number: Pantops Comer Self -Storage SDP 201900063 Contact (who should we contact about this project) Keane Rucker, Shimp Engineering PC Street Address 912 East High Street City Charlottesville State Virginia zip Code 22902 Phone Number (434) 227-5140 Email Keane@Shimp-Engineering.com Owner of Record Pantops Way Self Storage LLC Street Address 250 West Main Street Suite 201 Citr Charlottesville State Virginia Phone Number Email Applicant Same as Owner of Record Street Address Phone Number SUBMITTAL REQUIREMENTS: M The appropriate fee, M The site plan number that the change applies to, M A request letter describing the proposed changes from the owner or authorized agent, M 4 copies of the plan that shows the proposed changes, 22902 Changes must be shown on the sheet or sheets from the approved final site plan or on an 11"X1T' copy of that portion of the approved final site Dlan. Owner/Applicant Must Read and Sign I hereby certify that the information provided on this application and accompanying information is accurate, true and correct to the best of my knowledge and belief. tT. " Stme&W November 11, 2020 Signature of Owner, Agent Date J. Kelly Strickland, Shimp Engineering PC (434) 227-5140 Print Name Daytime phone number of Signatory FOR OFFICE USE ONLY LOR # Fee Amount $ Date Paid By who? Receipt # Ck# By: County of Albemarle Department of Community Development 401 McIntire Road Charlottesville, VA 22902 Voice: (434) 296-5832 Fax: (434) 972-4126 REVISED 4/23/2018 Page 1 of 1 LEGEND EXIST NEW DESCRIPTION 165 TC x 126 TC TOP OF CURB ELEVATION 165 x 12 SPOT ELEVATION 165TW x 125TW TOP OF WALL ELEVATION 165BW x 125BW BOTTOM OF WALL ELEVATION BENCHMARK STORM SEWER RD HD ROOF DRAIN ---=S- SEWER LINE -6'V 6"W WATER LINE -GAS- -cos- GAS LINE are- oHE OVERHEAD ELECTRIC WIRE uGE USE UNDERGROUND ELECTRIC -DHT oHi OVERHEAD TELEPHONE LINE -DGT- uGT UNDERGROUND TELEPHONE LINE PROPERTY LINE ADJACENT PROPERTY LINE - - - - - VACATED PROPERTY LINE �o BUILDING SETBACK - PARKING SETBACK ®� DRAIN INLET (DI) ® ❑A 0 STORM/SANITARY MANHOLE C C PLUG ®wv ®v WATER VALVE & BOX ♦ ♦ FIRE HYDRANT CM®" WATER METER �� ♦� LIGHT POLE UTILITY POLE SANITARY EASEMENT --• •- GRADING EASEMENT DRAINAGE EASEMENT UTILITY EASEMENT WATER EASEMENT ACCESS EASEMENT STORM DRAINAGE EASEMENT TREE LINE FENCE - STREAM 312- -12- INTERVAL CONTOUR 300- -DO- INDEX CONTOUR CG-2 CG-2 STANDARD 6" CURB CG-6 CG-6 COMBINATION 6" CURB & GUTTER CONCRETE PAVEMENT / SIDEWALK RIPRAP iIIIIIEW ASPHALT GRASS EC-2 MATTING EC-3 MATTING WETLAND 0 o PARKING COUNT CROSSWALK HANDICAP ACCESSIBLE AISLE ® /F-N CG-12 I& HANDICAP PARKING NOTE: THE SIZE OF THE SYMBOLS MAY VARY FROM WHAT IS SHOWN. LETTER OF REVISION # I FOR FANTOF5 CORNER SELF -STORAGE 5DF 201900OG3 TMP 07800-00-00-005EO RIVANNA DISTRICT, ALBEMARLE COUNTY, VIRGINIA VICINITY MAP SCALE: 1 =5001 CI - COVER SKEET CG - GRADING PLAN C8 - LANDSCAPING PLAN 61 SEE SHEETS C6 AND C8 FOR REVISIONS INCLUDED IN THIS LOR. APPROVED PROFFERS Tax Map 78 Parcel 58G1 was rezoned to Highway Commercial per ZMA 2013-00002 (approved on December 11, 2013). The approved proffer statement is as follows: 1. Interconnectivity. Contemporaneously with, and as part of, frontage improvements along Stony Point Road (Rt. 20) required in connection with any subdivision plat or site plan for the Property, the Owner shall construct a private road from Stony Point Road (Rt. 20) across the Property to and across TMP 78-5A to U.S. Route 250, as labeled Road "A" on Exhibit C-1. The location, alignment and design of Road "A" may be adjusted with approval of the County Engineer. The Owner shall record on easement for the private road granting right of public passage over Road "A" which shall be recorded prior to the request for the first Certificate of Occupancy for the Property. An access easement to TMP 78- 6 shall be provided subject to an agreement between the respective owners to share the cost of maintenance and construction for shared portions of Road "A". 2. No Certificate of Occupancy until Road "A" is complete. The Owner shall not request a Certificate of Occupancy for any building on the Property until the private road connection between U.S. Route 250 and Route 20 is completed along with entrance improvements as required by the Virginia Department of Transportation. Construction of Road "A" shall be deemed complete when the County Engineer determines the roadway is safe and convenient for traffic. The location of the private road connections may vary in accordance with entrance guidelines provided P Y Y 9 by the Virginia Department of Transportation. 3. Route 20 Widening. The Owner shall not request a Certificate of Occupancy for any building on the Property until the Owner has constructed a second north bound lane on Route 20 along the frontage of the Property such that two full north bound lanes are provided on Route 20 from its intersection with U.S. Route 250 to the intersection of Road "A" and Route 20. IMAGE PROVIDED BY ALBEMARLE COUNTY GIS WEB MAPPING GENERAL CONSTRUCTION NOTES 1. Prior to any construction within any existing public right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of the permit. Where any discrepancies occur the requirements of the permit shall govern. 2. All materials and construction methods shall conform to current specifications and standards of VDOT unless otherwise noted. 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be installed prior to any clearing, grading or other construction. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. 5. The maximum allowable slope is 2:1 (horizontal: vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be achieved. 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the County Engineer, or designee, it is deemed necessary in order to stabilize a drainage channel. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class III. 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). GENERAL WATER AND SEWER NOTES 1. Work shall be subject to inspection by Albemarle County Service Authority inspectors. The Contractor will be responsible for notifying the proper service authority officials at the start of the work. 2. The location of existing utilities across the line of the proposed work are not necessarily shown on the plans and where shown, are only approximately correct. The contractors shall on his own initiative locate all underground lines and structures as necessary. CONCURRENT IMPROVEMENTS 3. All materials and construction shall comply with the current edition of the general water and sewer construction specifications as adopted by the Albemarle County Service Authority. 4. Datum for all elevations shown in National Geodetic Survey. This final site plan is consistent with and concurrent to WP0201800088 (VSMP Major Amendment Plan for Pantops 5. The contractor shall be responsible for notifying "MISS UTILITY" (1-800-552-7001). Corner) which provides state stormwater quality and quantity requirements for this site. 6. All water and sewer pipes shall have a minimum of 3.5 feet of cover measured from the top of pipe, over the centerline of pipe. This includes all fire hydrant lines, service laterals and water lines, etc. 7. All water and sewer appurtenances are to be located outside of roadside ditches. This final site plan is consistent with and concurrent to SUB201900024 (Road Plan for Pantops Corner). The entrance 8. Valves on deadend lines shall be rodded to provided adequate restraint for the valve during a future extension of the line. and frontage improvements shown on this site plan are designed to match the improvements shown on SUB201900024, 9. Trees are not permitted in the ACSA easement. which meet the requirements of the approved proffers included in ZMA201300002. 10. The contractor shall be responsible to comply with the no -lead regulation regarding brass fittings effective January 4, 2014 (Senate Bill 3874 which amends the Safe Drinking Water Act). SIGNATURE BLOCK DATE 11. All public water and sewer facilities shall be dedicated to the Albemarle County Service Authority, 12. Backflow prevention is required for all connections to the water main. 13. Site lies within the ACSA Water & Sewer Jurisdictional Area. GENERAL NOTES CURRENT DEVELOPMENT PLANNER 1. The information and data shown or indicated with respect to the existing underground utilities at or contiguous to the site are based on information and data furnished to the owner and engineer by the owners of such underground facilities or others. The owner or engineer shall not be responsible for the accuracy or completeness of such information or data. The contractor shall have full responsibility for confirming the accuracy of the data, for locating all underground utilities, for coordination of the work with owners of such underground utilities during CURRENT DEVELOPMENT ENGINEER construction, for the safety and protection thereof and repairing any damage thereto resulting from the work. All of these conditions shall be met at no additional cost to the owner. The contractor shall contact "Miss Utilities" of Virginia at 1-800-552-7001 prior to the start of work. 2. When working adjacent to existing structures, poles, etc., the contractor shall use whatever methods that are necessary to protect structures from ARCHITECTURAL REVIEW BOARD damage. Replacement of damaged structures shall be at the contractor's expense. 3. The contractor shall be responsible for protecting all existing site structures from damage and coordinating work so that the owner can make necessary arrangements to modify/protect existing structures from damages. 4. The contractor shall be responsible for notifying all utility owners, adjacent land owners whose property may be impacted and the Virginia FIRE OFFICIAL Department of Transportation prior to completing any off -site work. 5. Contractor shall notify and coordinate all work involving existing utilities with utility owners, at least 72 hours prior to the start of construction. 6. Contractor shall immediately report any discrepancies between existing conditions and contract documents to the owner and engineer. BUILDING OFFICIAL 7. Contractor shall submit for the approval of the owner submittals of all specified materials listed in the plans, to include shop drawings, manufacturer's specifications and laboratory reports. the owner's approval of submittals will be general and will not relieve the the contractor from the responsibility of adherence to the contract and for any error that may exist. 8. All bare areas shall be scarified, limed, fertilized, seeded and mulched. ALBEMARLE COUNTY SERVICE AUTHORITY 9. All trees, saplings, brush, etc. shall be removed from within the right of way and the drainage easements. 10. Visibility of all mechanical equipment from the Entrance Corridor shall be eliminated. 11. Retaining walls require separate building permits. 12. All water service lines, sanitary laterals, and sprinkler lines must be visually inspected by the Albemarle County Building Department from the main VIRGINIA DEPARTMENT OF TRANSPORATION to the structure. 13. No portion of TMP 78-5E lies within a state dam break inundation zone. OWNER / DEVELOPER Owner: Pantops, LC. 12704 Crimson Court Ste. 101 Henrico, VA 23233 Developer: Landstriker LLC 250 West Main Street Suite 201 Charlottesville, VA 22902 ZONING IMP 78-5E: HC - Highway Commercial, EC - Entrance Corridor Portions of this property lie within the Managed Steep Slopes District SOURCE OF TITLE Tax Map 78, Parcel 5E: DB 5255 PG 138-146, DB 5147 PG 228 -229 PLAT, DB 2976 PG 576, DB 405 PG 475 PLAT MAGISTERIAL DISTRICT Rivanna BENCHMARK Datum for topography is NAVD88. SOURCE OF BOUNDARY & TOPO Boundary & topographic survey information provided by: Field survey provided by Roger W. Ray & Associates, Inc. on March 23, 2018. Datum for topography NAVD88. BUILDING HEIGHT Maximum: 65' Proposed: 34.7' from street SETBACKS Front minimum = 10 FT from right-of-way. Front maximum = 30 FT from right-of-way. Front minimum (off-street parking/loading) = 10 FT from any public street right-of-way. Side/Rear lots zoned Highway Commercial, primary structures will be constructed and separated in accordance with the current edition of the Building Code. No Side/Rear max setback. Self -storage building complies with stepback front requirement. For each story that begins above 40 FT in height or for each story above the third story, whichever is less, the minimum stepback shall be 15 FT. EXISTING USE Vacant lot STEEP SLOPES Managed and Preserved Slopes are shown on C3 and C4 PROPOSED USE New 83,095 SF Self -Service Storage Facility LAND USE SCHEDULE EXISTING Area % Buildings 0 SF 0.0 Pavement 8,186 SF 16.9% Sidewalk 3,073 SF 6.4% Open space 37,091 SF 76.7% Total= 48,350 SF (1.11 ac.) PROPOSED Area % Buildings 16,990 SF 35.1% Pavement 17,498 SF 36.2% Sidewalk 3,214 SF 6.7% Open space 10,648 SF 22.0% Total= 48,350 SF (1.11 ac.) Total Impervious Area = 37,702 SF (78.0%) WATERSHEDS This site lies within the Upper Rivanna River Watershed. This site is not within a watershed of a public water supply. FLOOD ZONE According to the FEMA Flood Insurance Rate Map, effective date Feb. 4, 2005 (Community Panel 51003CO287D), no portion of this property lies within a Zone AE 100-year flood plain. TRIP GENERATION AM PM Use Description ITE Qty in out Total in out Total Mini -Warehouse 151 83095 9 1 9 17 9 8 17 Total 9 1 9 17 9 8 17 Trip generation reflects AM and PM peak hour traffic. PARKING Light Warehousing is an unscheduled use and as such, a request for determination will be provided to the Zoning Administrator for review in conjunction with this plan. Proposed Parking: 10 parking spaces ore provided. Not more than two employees will be present at any given time, and the remaining 8 spaces will accomodate the trip generations provided herein. FIRE CODE REQUIREMENT A Knox Box is required. Owner shall contact the office of the Albemarle County Fire Marshal for location. v M. SHIMP � FLo. 45183 V�2o w4 oA�`SSftAL ti I a a e a I I_ I I ii I III \ \ e a I I \ V A o A A -- \ PANTOPS CORNER W VARIABLE WIDE \ M. SHIMP a STREET CL / ® PRIVATE— RO� ® A L ZIlo.4510 83 �2 a `ss►AL ,ram 90` ADJUST GRADING FOtR_,WALKOUT DOORWAY ---- -- — — — 392—————— — - - - -- 87394 88 \ I I $8 \ \ � vv v ! vvvv �• � � , Q w � � — 390 — \ 91' UPRER FLOOR ELEV=389.0 \\\ \\\ \\ I x84'�,'40 \3 STORIES (34.7') ABOVE 57 I x WADE ALONG THIS FACADE \ , d i 0 0 v m 6 MANAGED S ° of W �Z a z w w a wo w a® Z w l \'1 a \� 0.2 N N w� Q m 1 W ~ Z W wL r� W F N V A — — — — — — — 388 — — — — -, 7 00 8" A�pJUST GRADING TO ALLOW v �� F R 5% ENTRANQE SLOPE v— - o 7581 I AGED SLOES q m 0 1 SELF STORAGE BLDG I x �_ 83 095 SF �v so I - - - '/ 76 to I W 11 ��TV7� � � -- - ( 16 805 SF/ FLOOR) vjvxX, �/ _--- — 388— — J 7ry vv oN o rn vv /\,\ 7 6+o \ I L\ xx �' i �3 FLOORS ABOVE GRADE C\<F/k? „ .<` i - — — o \ yIX x OVER 2 BASEMENT LEVELS) >�/�\ T \ ` — — — — \ _ - \ o u u X / K K -- �i /� > \ v v i /\ x / z-x-'c-'F'�. �' l-K.T._ T .,�.;t_._ / )• x MA . W�. � � C — / � \' k / / --•F � y ,x--<� i\ C < /� ,� /\ � � I hI / % �\ \/ \ v \ � ., b� / / . � ��} \�i '��: Y },( X T n <-{-� /iT } I / / Xi i� '\/xv\\/Xu/ Y Y ?'`V v X{Xri Y�?'X>�h,. `� \ - 1 - /.a.H N�RAL oo _ — I — / TLi y \cD�� T� TVw,\��17 xA } < { { n x �� i' \ x �e� �/ \/ v x y\/ \/ �/ \� u \/ \i Y Y vY\' u x Y Y > > h x K K Y > s Z v}? <</. //nv vvvv/vvvx//Y7 4" PVC - - / / / I - B71C v v� Y v� ' < x x/ / 1�v < �I /v v/ v / / v v Y X X x Y 7 > v' { K < \ \ \ vvv u x \i > }' \ u x \�'. x x YL ✓i.c�.c\.c lG. �l..�!�.1� \/\/\/vvu/\/\/\/\/vv \ / / / / '�/ I 168 x � \ � I �, \' — ,�. > r�A�J'L. GRADIj\�G FOR Vd��,O��FA� T >''�>>' i I ,'/ �`-`- ^ \/\ \, \ \ �-�z--y > \ .L.1..�.LxL.1c.]l.�r.-.!/>.y.-t`-*�i�.�.\' \ J J � \ � i✓lJRB - � x x x J i xx\\ �. _ v,\ � i\ h� �X u ' /' u v �v \1i � 0) ? ._ _ \ ,mac, � /, ^ {'�<4 �u , } / k-\'-� x \ v-y-C�.-d <�/ �. '/ -� v - -�aL r n �/v iv �� 76 Spy _. '��'/v'v%xis/x'/x'i�'{x7y�i yC{7v' yr}k>?\i<i<v<x>>`hw��y�'�^x^�v7�`�.' �, g , / NOTE: ALL RETAINING WALLS SHALL BE / a _� uo A -/,-� _ _, ? <�f 4-J�Z' `' i i < ` c�, ${ �. 7 x >x,. v �� I f SEGMENTAL EAGLE BAY DIAMOND PRO / ^ . I \ \ g —! y—X•6.�•t\ �1�y X—.1.Ll.L\.�t.Y...X�—�l\<nL.Y.1f.f�J.l�.,h,— T %\ �� BLOCK WALLS OR EQUIVALENT. 5 2 0% • 380 SF ' � x x X � � 386^ \ I i PROPOSED COLOR IS "DAMES RIVER �I \ 2. ° OFFICE 3� \ STONE". HANDRAILS SHALL BE STEEL ILL i 6 7 '' 4i e� \ OR IRON PAINTED LBLACK LWITH AT"SD-1 O 7fi 78 8 BSMT ELEV=369.0 o�1T48' Xpo , xA, SLEEVE -IT" POST ANCHORING SYSTEM O Tw MA 6' HEIGHT ____-____J �Ij 99' 0 SE ENTAIL OR EQUIVALENT. VV ! I \ 5 ' BLO K WALL W. Z LL 'T ----- 42° ANDRAIL TWO 6' HEIGHT \ 10' HEIGHT\C \ ---- d `j / d S GE MENTAL BLOCK \ SEGMENTAL _ / \ WALLS. TO WA BLOCK WALL W.CONSTRUCTION ------------------------------- \ — L 1,22 W. 42" HANDRAIL \ M2" HANDRAIL DB 5147 PG 22228&229 PLAT 356 W � a1411 �► \ \ Q W STOiI, + + 37 V A A \ 0/1T ST e o 0 o F s 360— — I II 1 ----------------- -- Q m Z J LL � Q Date �j �� North 11 Z04Z2019 / Scale ()l 1 "=20' Sheet No. ( 20 o C6 OF 11 \ Scale: 1 "=20' File No. \, 12.025 SET TRUNK PLUMB, SEE PLANS FOR EXACT LAYOUT AND SPACING ONE CENTRAL LEADER (NO CODOMINANT LEADERS, UNLESS SPECIFIED) ARBOR TIES, OR EQUIV. 2"X2" SO. OAK STAKES SET 180 DEGREES APART OUTSIDE ROOT PACKAGE TOP OF ROOT BALL SHALL BE 2" ABOVE FINISHED GRADE 4" LAYER OF WOOD CHIPS. NO MORE THAN 1" OF MULCH ON TOP OF ROOT BALL. ROUND —TOPPED SOIL BERM 4" HIGH X 8" WIDE ABOVE ROOT BALL SURFACE SHALL BE CONSTRUCTED AROUND THE ROOT BALL. BERM SHALL BEGIN AT ROOT BALL PERIPHERY. REMOVE BURLAP, STRING, AND WIRE FROM TOP 2/3 OF ROOT BALL. BOTTOM OF ROOT BALL RESTS ON EXISTING OR RECOMPACTED SOIL TO PREVENT SETTLING SLOPE AND ROUGHEN SIDES OF LOOSENED SOIL. SEE TREE PLANTING DETAIL FOR STAKING ROOT BALL MODIFIED AS REQUIRED ROUND —TOPPED SOIL BERM 4" HIGH X 8" WIDE ABOVE ROOT BALL SURFACE SHALL BE CENTERED ON THE DOWNHILL SIDE OF THE ROOT BALL FOR 240. BERM SHALL BEGIN AT ROOT BALL PERIPHERY. 4" LAYER OF MULCH. NO MORE THAN 1" OF MULCH ON TOP OF ROOT BALL. Z W W 14F, 3X ROOTBALL DIAMETER DIM.- L lyI 3X WIDEST DIMENSION OF ROOT BALL FINISHED GRADE EXISTING GRADE ORIGINAL SLOPE SHOULD PASS THROUGH THE POINT WHERE THE TRUNK BASE MEETS SUBSTRATE/SOIL PRIOR TO MULCHING, LIGHTLY TAMP SOIL AROUND THE ROOT BALL IN 6" LIFTS TO BRACE TREE. DO NOT OVER COMPACT. WHEN THE PLANTING HOLE HAS BEEN BACKFILLED. POUR WATER AROUND THE ROOT BALL TO SETTLE THE SOIL. LOOSENED SOIL. DIG AND TURN THE SOIIL TO REDUCE THE COMPACTION TO THE AREA AND DEPTH SHOWN. r SLOPE AND ROUGHEN SIDES OF I LOOSENED SOIL. ORIGINAL GRADE EXISTING SOIL - •cil:• -IIIIIIIIIIIIIIIIIII :� •-'AI" .11 Man 1. 11 -`1111 IIIIIIIIIIIIINIII_ 1.. I In `a�I€€€ A Milli, =- '; ' ....0 glIln= - ..ep . iBM76 HORIZONTAL — FENCE/SCREEN ANDCIIPSP ALL RWMN`INSTAL 5 ANDAU INSTALUI W A=E1 GRADE Z NOTE: BRACKET AND BOLT STEEL POSTS TO RETAINING WALL. CONSULT RETAINING WALL DESIGNER FOR ATTACHMENT PLAN. • greensereen 1743 S. I Cienep Blvd. Los Angeles CA 90035 T - 800.450.3494 ama.greenscreen.com i I I I I I I I I I I I I I ' \ I \ o �\ O \ \\ m' al • \ \ n 436 LF� ALONG > re I\ STREET Z. X \ M-M- ^�1\O /j / I / �, . / / \'•J x i ° ,A X I \ x 9 �� \� w�; �i \ / PARKING LOT 04 ` / i LS AREA O i ` / 3' LANSCAPE) / / STRIP 5 EX. STREET TREES al I 3 ee J I / oo/�� S �\ >2� \ >26 L \'A� \------------------- PULL POTTING MIX AND ROOT MAT APART TO DIRECT THE OUTER ROOTS INTO THE ADJACENT SOIL. DO NOT LEAVE CIRCLING ROOTS NATIVE BACKFILL SOIL AMENDED WITH 15% DECOMPOSED ORGANIC COMPOST SOIL SURFACE ROUGHENED TO BIND NEW SOIL PREPARE SUBSOIL TO WITH MOUND TO PREVENT SETTLING ul 20' ACSA SAN. DB 2867 PG 81 , � n \ ?. TO 8 D515.44 SET TOP OF ROOT CROWN 2" ABOVE FINISHED GRADE 3" DOUBLE -SHREDDED HARDWOOD MULCH. WATERING BERM SHAPE SOIL SURFACE TO PROVIDE 3' DIA. WATERING RING FINISHED GRADE TREE PIT DEPTH EQUALS ROOTBALL DEPTH. MEASURE BEFORE DIGGING 1. SEE PLANS FOR EXACT LAYOUT. SPACE PLANTS AS SPECIFIED IN PLANT LIST OR AS SHOWN. IF SPACING NEEDS ADJUSTING CONTACT LANDSCAPE ARCHITECT. 2. PRIOR TO MULCHING, LIGHTLY TAMP SOIL AROUND THE ROOT BALL IN 6" LIFTS TO BRACE SHRUB. DO NOT OVER COMPACT. WHEN THE PLANTING HOLE HAS BEEN BACKFILLED, POUR WATER AROUND THE ROOT BALL TO SETTLE THE SOIL. ,SHRUB PLANTING — SECTION Not ID SCOIe LANDSCAPING REQUIRED: SITE REQUIREMENT (32.7.9.8): 10% CANOPY REQUIRED. SITE AREA 48,350 SF (1.11 AC) x 10% = 4,835 SF CANOPY REQUIRED: 4,835 SF CANOPY PROVIDED: 4,708 SF GENERAL SITE + 5,575 SF STREET TREES =10,283 SF TOTAL PROVIDED PARKING LANDSCAPE (32.7.9.6): 10% OF PARKING PAVED AREA. 8,359 SF X .10 = 836 S RE UIRED: 836 SF CANOPY PROVIDED: 883 SF CANOPY LARGE SHADE TREES (3.5" CAL.) 10 PARKING SPACES (10 / 10 = 1 LARGE SHADE TREE) REQUIRED 1 LARGE SHADE TREES PROVIDED: 4 LARGE SHADE TREES INTERIOR STREET TREES 32.7.9.5 : LARGE SHADE TREES 2.5" CAL. - 40' O.C. PARALLEL TO ROAD 436 LF STREET/40 = 11 REQUIRED: 11 LARGE SHADE TREES PROVIDED: 12 LARGE SHADE TREES MATCHES EXISTING COUNT ALONG PROPERTY STREET FRONTAGE NOTE: 10 STREET TREES ON TMP 78-5E WERE ALREADY SUPPLIED AS PART OF SDP2018000889 PANTOPS CORNER FINAL SITE PLAN. THESE SHALL REMAIN. A TOTAL OF 21 NEW TREES AND 105 NEW SHRUBS MUST BE PROVIDED AS PART OF THIS SITE PLAN. 10 EXISTING STREET TREES SHALL REMAIN. PLANTING NOTES: 1. CONTRACTOR TO APPLY 4' DIAMETER BY 2-5" MULCH BEDDING AROUND ALL PROPOSED TREES, AND MULCH BEDDING AROUND SHRUBS. 2. ALL OTHER LANDSCAPED AREAS SHALL BE SODDED. 3. 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. 4. ALL NEW PLANTING SHOWN ON THE PLAN WILL BE COMPLETED AFTER BUILDING AND ROAD CONSTRUCTION TO AVOID TREE PLANTING DAMAGE. 5. ALL DISTURBED SLOPES 3:1 OR STEEPER TO HAVE LOW MAINTENANCE GROUND COVER. 6. ALL LANDSCAPING AND SCREENING SHALL BE MAINTAINED IN A HEALTHY CONDITION BY THE CURRENT OWNER OR A PROPERTY OWNERS' ASSOCIATION, AND REPLACED WHEN NECESSARY. REPLACEMENT MATERIAL SHALL COMPLY WITH THE FINAL SITE PLAN APPROVED LANDSCAPE PLAN. non.", ♦ �.♦ MEN FIA STRITR:e EX. STREET TREES 2 NEW STREET TREES (WILLOW OAK, 2.5" CALIPER) LETTER OF REVISION #1: REMOVE 5 GREEN SCREENS AS SHOWN ON ORIGINAL PLANS. REPLACE 20 MADISON STAR JASMINE WITH 20 SKY PENCIL HOLLY AT LOCATION OF REMOVED GREEN SCREENS. ADD 15 CROSSVINE PLANTS AT LOCATION OF REMOVED GREEN SCREENS. 5.5' LANSCAPE STRIP 2.3' LANSCAPE STRIP 0 F, , PLANT TREE 7.3' FROM BL t 0 0 00 �1 w 0 Z oW Q W t Z_ N I 7 Z v W W d w o= � zz a wwz r 1 I— J j� N o R A N w �Q J > In W In > ~ Z W w `� I 0 w j Q O I N D 10GLANSC^PE STRIP v M. SHIMP Lfjo. 45183 A� 2 W2-o w4 PARKING E S M T oA�ss�otvnt Ei FOR TMP 78-5F (D13 5255 PG 138-146) in in in 0 Wil� S GENERAL SITE LANDSCAPE SCHEDULE Plant Min. Total Canopy Total Symbol Planting Type Botanical Name Common Name Cal./Height Quantity Height(ft) SIF Canopy in 10 Yrs SF A-l► I Large Deciduous Tree Liriodendron tulipifera Tulip Poplar 3.5" 5 37 387 1935 Large Deciduous Tree Quercus phellos Willow Oak 3.5" 2 20 370 740 Small Deciduous Tree Carpinus betulus "Fastigiate" Pyramidal European 6'-8' 10 17 69 690 Hornbeam Amelanchier x Serviceberry Small Ornamental grandilora &cvs (Autumn Brilliance) 1" 2 16 130 260 O Broadleaved Evergreen Pieris floribunda Mountain Pieris 2' Ht. 40 5 0 0 Shrub Broadleaved Evergreen Ilex cornufo "Bufordii" Bufford Holly 2' Ht, 19 10 57 1083 `- Shrub B a a d Shrub n n a er 6 *. Wall Facade Planting Trachelospermum 'Madison' Madison Star 1 Gal. 10 12 N/A 0 josminoides Jasmine ® Broadleaved Evergreen Ilex Crenata Sky Pencil Holly 3 Gal. 20 10 0 0 Shrub : Perennial Evergreen Vine 9 Bi onia Ca reolota 9 P Crossvine 1 t. Q 15 10 N A � 0 SF: 47 8 STREET TREE SCHEDULE lant Min. Total Can Total Symbol Planting Type Botanical Name Common Name Cal./Height Quantity Height(ft) SF Canopy in 10 YES SF XnEx. Large Deciduous Tree Gymnoclodus dioicus Kentucky Coffee 2.5" 5 35 570 2850 O Ex. Large Deciduous Tree Ulmus americans cvs. American Elm 2.5" 5 25 397 1985 Valley Forge' New Large Deciduous Tree Quercus phellos Willow Oak 2.5" 2 20 370 740 TOTAL: 12 TOTAL 5575 SF: NOTE: A TOTAL OF 21 NEW TREES AND 105 NEW SHRUBS MUST BE PROVIDED AS PART OF THIS SITE PLAN. '6_ Q 0 � Z LL O Z LL g C� - a ' zw� Z W 2 0 U W > W 0 W J O W L r OC c J W m Q W Z IJ LL Date 11 04 2019 Scale 1 n =20 r Sheet No. C8 OF 11 File No. 12.025