Loading...
HomeMy WebLinkAboutARB201600089 Plan - Approved 2016-09-21 (2)MI F D■ 1:1■ 0■ FI I�■ ❑■ o■ 1d C f `GnIaW Dr 2,1 Site o Sflela Furl �5U Rlcnrt�and E2p a BMW of ,Chadane�wue F>c j Valkwape[1 i4 I of LAa Parti ct g Tp Tap {Ql c�rn��ll Gha+iotteswiie G p,�� .A1 ; q f)roljls D, fly 01 :, . P. VICINITY MAP NTS Town & Country Shopping Center C3 a klplfl�llllup MBrne•a3ari MINOR AMENDMENT TO SD 201500047 52010 Google - Map data e201Q,4 Bogle - map provided by google maps© CERTIFICA TION: THIS "TOPOGRAPHIC SURVEY OF TAX MAP 1178-9C" WAS COMPLETED UNDER THE DIRECT AND RESPONSIBLE CHARGE OF- HOWARD FHOWARD L. VANCE, L.S. FROM AN ACTUAL GROUND SURVEY MADE UNDER MY SUPERVISION; THAT THE IMAGERY AND/OR ORIGINAL DATA WAS OBTAINED IN JUNE, 2010; AND THAT THIS PLAT, MAP, OR DIGITAL GEOSPATIAL DATA INCLUDING METADATA MEETS MINIMUM ACCURACY STANDARDS UNLESS OTHERWISE NOTED. ALBEMARLE COUNTY GENERAL 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). ALBEMARLE COUNTY, VIRGINIA PROJECT NARRATIVE THE OWNER IS PROPOSING THE CONSTRUCTION OF A 12,400 SQ. FT. SHOPPING CENTER AND ASSOCIATED PARKING ON RICHMOND ROAD BETWEEN THE EXISTING MEXICAN RESTAURANT AND KIA DEALERSHIP IN ALBEMARLE COUNTY. THE PROPOSED PROJECT IS CONSISTENT WITH THE SURROUNDING HIGHWAY COMMERCIAL DEVELOPMENT. THE PROPOSED BUILDING IS LOCATED TOWARDS THE FRONT OF THE LOT ADJACENT TO ROUTE 250 WITH APPROPRIATE LANDSCAPING TO PROVIDE AN AESTHICALLY PLEASING VIEW FROM THE ENTRANCE CORRIDOR. SHEET INDEX C1 COVER OHP C3 LAYOUT & UTILITY PLAN C5 GRADING P LAN Inspections EX. OVERHEAD CABLE -=--------= UTILITY PROFILES L N - = -- -- L_- - - - - = =- C8 • C10 r . . . Li _ . r-% . - LANDSCAPE PLAN C11 LIGHTING PLAN C12 LIGHTING CUT SHEETS I C13 LIGHTING CUT SHEETS II RESPONSIBLE LAND DISTURBER THE RESPONSIBLE LAND DISTURBER SHALL BE THE ENGINEER OF RECORD FOR THE PURPOSES OF PLAN APPROVAL ONLY. THE CONTRACTOR SHALL DESIGNATE A QUALIFIED RESPONSIBLE LAND DISTURBER UPON AWARD OF CONTRACT. LEGEND CONCRETE ® INLET PROTECTION EX. POWER POLE LIGHT ASPHALT PAVING EX. SAN. SEW. MANHOLE ❑T EX. TELEPHONE BENCHMARK EX. LIGHT POLE -- PROPERTY LINE OHP EX. OVERHEAD POWER Planner/Zoning EX. WATER LINE 8"WL Inspections EX. OVERHEAD CABLE OHTV Department of Fire Rescue EX. CENTERLINE OF ROAD - 18"RCP EX. STORM SEWER 8"SAN EX. SANITARY SEWER - - - - EX. EDGE OF THE PAVEMENT EX. TREELINE APPROVALS Department Date Department of Community Development ----348---- EX. 1' Planner/Zoning - -345- - - EX. 5 Engineer Inspections ARB RICHMOND ROAD. Department of Fire Rescue 2. Albemarle County Service Authority Virginia Department of Transportation REDUCING THE LINEAR LENGTH AND HEIGHT OF RETAINING Health Department PROP. STORM SEWER LINE 348 PROP. CONTOURS ----348---- EX. 1' CONTOURS - -345- - - EX. 5 CONTOURS + 348.55 EX. SPOT ELEVATION 351.95 351.45 PROP. TOP & BOTTOM OF CURB PROP. TELEPHONE LINE G PROP. GAS LINE P PROP. UNDERGROUND POWER PROP. TREELINE AMENDMENT CHANGES THE APPROVED SITE PLAN HAS BEEN REVISED WITH THE FOLLOWING CHANGES: N 1. SHIFTING THE BUILDING FOOTPRINT TO THE SOUTH TO INCREASE THE SIDE YARD SET BACK ON THE NORTH SIDE TO 12.5 FEET, WITH NO CHANGE TO THE SET BACK FROM RICHMOND ROAD. 2. RAISING THE FFE 2.0 FEET TO 444.5 FROM 442.5. 3. REDUCING THE LINEAR LENGTH AND HEIGHT OF RETAINING WALL ON THE SOUTHERN CORNER OF THE BUILDING. M 4. PROVIDING A FRENCH DRAIN ON THE OUTSIDE EDGE OF THE SIDEWALK ALONG THE REAR OF THE BUILDING THAT TIES INTO THE DRAINAGE SYSTEM ON THE SOUTH SIDE OF THE BUILDING. 5. ADDING A NEW SIDEWALK TO THE NORTH SIDE OF THE BUILDING CONNECTING THE EXISTING RICHMOND ROAD SIDEWALK TO THE STOREFRONT SIDEWALK. 6. ADDING AN ADDITIONAL PATIO AREA ON THE NORTH SIDE OF L THE BUILDING. 7. A CHANGE TO THE ALIGNMENT OF THE LOADING ZONE. TWO BOLLARDS ADDED. 8. ADDING THE ISLAND IN THE MIDDLE OF THE PARKING LOT. 9. REPOSITION THE APPROVED PLANTING AROUND THE REALIGNED LOADING ZONE. 10. REORIENTATION OF THE PLANTER ISLAND AND STEPS IN K FRONT OF THE BUILDING TO ACCOMMODATE THE NEW FFE. 11. REMOVAL OF THE RETAINING WALL IN THE NORTHERN CORNER OF THE LOT AND REPLACED BY 1H:1V STABILIZED ENGINEERED SLOPE (BY GEOTECH.). 12. REROUTING OF EXISTING WATERLINE UNDER NORTHERN RETAINING WALL REMOVED. LINE TO REMAIN ACTIVE AND UNDISTURBED IN THIS LOCATION 13. LANDSCAPE PLAN REVISED TO ACCOUNT FOR LAYOUT J MODIFICATIONS. 14. LIGHTING PLAN UPDATED TO ADD CANOPY DOWN LIGHTS ON SOUTHERN ELEVATION AS REQUIRED BY CODE. 15. SIGN LOCATION REVISED. 16. LANDSCAPING ALONG RICHMOND ROAD REVISED. GENERAL NOTES SITE ADDRESS: RICHMOND ROAD (ROUTE 250) CHARLOTTESVILLE, VA 1. OWNER: TAP INVESTMENTS, LLC AGENT: BALZER & ASSOCIATES, INC. 2903 N. AUGUSTA ST. 1561 COMMERCE ROAD STAUNTON, VA 24401 SUITE 401 PHONE: 540-885-5181 VERONA, VA 24482 CONTACT: PETER WRAY PHONE: 540-248-3220 FAX: 540-248-3221 CONTACT: WILLIAM S. MOORE, PE 2. PARCEL INFORMATION PROPOSED USE: SHOPPING CENTER ZONING: HC, HIGHWAY COMMERCIAL EC, ENTRANCE CORRIDOR TMP: 78-9C INSTR# DB 3657, PG 606 ADJACENT LAND USE(S): COMMERCIAL SITE AREA: 1.272 ACRES DISTURBED AREA: 1.24 ACRES EXISTING IMPERVIOUS AREA = 1,000 SQ. FT. (1.8 %) PROPOSED IMPERVIOUS AREA = 41,807 SQ. FT. (75.6 %) 3. SETBACKS: FRONT = 30' SIDE = 0' REAR = 0' 4. BUILDING FOOTPRINT = 12,400 SQ. FT. NO. OF STORIES = 1 STORY BUILDING HEIGHT = 31.33 FT BUILDING TYPE = 2B FIRE FLOW REQUIRED = 1500 GPM FIRE FLOW PROVIDED = 2838 GPM @ 20 PSI NOT SPRINKLED (FIREWALL DIVISIONS TO BE PROVIDED AS NEEDED) 5. STORM WATER MANAGEMENT WATER QUALITY/QUANTITY: REF# WP0201500060 6. WATER: PUBLIC SEWER: PUBLIC ESTIMATED DAILY WATER & SEWER DEMAND = 3,000 GPD 7. AVERAGE DAILY TRIPS = SHOPPING CENTER (CODE 820) WEEKDAY DAILY TRAVEL AVERAGE RATE OF 42.94 TRIP ENDS X 12 (12,000 LEASABLE SQ. FT.) = 516 TRIPS (50% ENTERING/50% EXITING) 8. PARKING REQUIRED: 69 SPACES PROVIDED THAT THE CONDITIONS OF THE ZONING DETERMINATION LETTER OF SEPTEMBER 23,2015 ARE MET. PARKING PROVIDED: 69 SPACES (INCL. 3 H.C. SPACES) 9. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES. THE LOCATION OF EXISTING UTILITIES ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN, ARE ONLY APPROXIMATE. THE CONTRACTOR SHALL, ON HIS INITIATIVE AND AT NO EXTRA COST, HAVE LOCATED ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. NO CLAIMS FOR DAMAGES OR EXTRA COMPENSATION SHALL ACCRUE TO THE CONTRACTOR FROM THE PRESENCE OF SUCH PIPE OR OTHER OBSTRUCTIONS OR FROM ANY DELAY DUE TO THE REMOVAL OR REARRANGEMENT OF THE SAME. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO UNDERGROUND STRUCTURES. CONTACT "MISS UTILITY" OF CENTRAL VA TOLL FREE 811. 10. CROSS CONNECTION AND BACKFLOW VALVE SHALL BE INSTALLED TO IBC CODE. AN APPROVED REDUCED PRESSURE DEVICE SHALL BE INSTALLED ON THE MAIN WATER SERVICE TO THE BUILDING. AN APPROVED BACKFLOW PREVENTION DEVICE SHALL BE INSTALLED ON THE IRRIGATION SYSTEM IF APPLICABLE. 11. ALL UTILITY LINES SUCH AS ELECTRIC, TELEPHONE, AND CAN, OR OTHER SIMILAR LINES SHALL BE INSTALLED UNDERGROUND. THIS SHALL APPLY TO LINES SERVING INDIVIDUAL SITES AS WELL AS TO UTILITY LINES WITHIN THE PROJECT. 12. NO GRAVE SITES WERE OBSERVED DURING THE SURVEY OF THE SUBJECT PROPERTY CONTAINED WITHIN THE LIMITS OF THIS PLAN. 13. THE PROPERTY IS NOT LOCATED WITHIN A 100YR FLOODPLAIN. 14. INTERIOR PARKING LOT LANDSCAPING REQUIRED = 5% OF 23,523 SQ. FT. PARKING LOT = 1,176 SQ. FT. INTERIOR PARKING LOT LANDSCAPING PROVIDED = 4,664 FT. 15. TOTAL SITE AREA = 55,410 SQ. FT. TREE CANOPY REQUIRED = 10% OF 55,410 SF = 5,541 SQ. FT. TREE CANOPY PROVIDED = 8,145 SQ. FT. 16. THE SITE IS NOT LOCATED IN A RESERVOIR WATERSHED. 17. SOURCE DATA: SURVEY BY BALZER & ASSOCIATES, INC, JUNE 2010 HORIZONTAL REFERENCE IS NAD83 VERTICAL REFERENCE IS ASSUMED SOIL ENGINEERING & TESTING - GOOCH ENGINEERING & TESTING INC. 18. A WAIVER FOR DISTURBANCE OF CRITICAL SLOPES HAS BEEN APPROVED FOR SDP 201000059 DATED AUGUST 12, 2011. ON ■0 ■a ■0 ■: ■r_" Ni' 11 � REFLECTING TOMORROW WWW.balzer.cc Staunton New River Valley Roanoke Richmond Harrisonburg 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 ! H Op D �v Wi liam S. Moore a b Lic. No. 035223 x '5 09-12-2016 w G ssj0NAL L 0 U 0) U �L L 0 M Uc L Of ca E N a DRAWN BY WKM DESIGNED BY ERB CHECKED BY WSM DATE 07-26-2010 SCALE NTS REVISIONS: 08-27-2010 10-25-2010 02-09-2011 (ARB Final) 04-08-2013 07-15-2013 08-31-2015 10-02-2015 12-09-2015 06-06-2016 AMENDMENT 06-22-2016 AMENDMENT 09-12-2016 AMENDMENT SHEET NO. C1of 1 3 JOB No. S0700006 LEGEND 0 © CONCRETE BUMPER BLOCK (SEE DETAIL, SHEET C9) ©1 DI 01 Ins •❑1 DI :I NOTES: 1) ALL CURB RADII ARE 5' UNLESS INDICATED OTHERWISE. 2) ALL ROOF LEADERS ARE TO CONNECT TO UNDERGROUND STORM SEWER SYSTEM. SEE ARCH. PLANS FOR LOCATION OF DOWN -SPOUTS. 3) VISIBILITY OF ALL MECH. EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. 4) CONTR. TO COORD. WITH FIRE MARSHAL'S OFFICE FOR KNOX BOX INFORMATION & LOCATION. 11%1IIa1001aI=Ito] 1*� 1) THE EXISTING 1.5" METER WILL BE REPLACED WITH A NEW 1.5" METER BY ACSA. CONTR. MUST COORD. WITH ACSA ON ANY NECESSARY UPGRADES TO THE SETTER AND LINE. 2) A PROPOSED 2" LINE WILL FEED INTO THE BUILDING TO SERVE ALL TENANTS. 3) KNOX BOX REQUIRED, CONTACT ALBEMARLE COUNTY FIRE MARSHALL OFFICE FOR LOCATION 4) ALL WATER METERS ARE TO BE SIZED BY THE ACSA. FIRE NOTES: 1) KNOX BOX REQUIRED, CONTACT ALBEMARLE COUNTY FIRE MARSHALL OFFICE FOR LOCATION 9RM MH :'-424. SJ IN= 418.63 OUT= 416.63 STORM MH TOP= 425.67 /NV /N=41,9.72 INV OUT=419.62 D RAI NAG E SUMMARY TABLE © CONCRETE SIDEWALK L (SEE DETAIL, SHEET C9) INVERT HO HANDICAP PARKING & SIGN SLOPE (SEE DETAIL, SHEET C9) N WO WATER LATERAL 2" (SEE W.L. NOTES) © SHOE BOX STYLE LIGHT (SEE LIGHTING PLAN BY OTHERS) DI -1 OT CONCRETE DUMPSTER PAD 437.03 (SEE DETAIL, SHEET C9) M O WATER METER (SEE W.L. NOTES) 2 X ACSA 50' X UTILITY CONTR. 437.03 EXISTING BEYOND W.M. BY PLUMB. ©1 DI 01 Ins •❑1 DI :I NOTES: 1) ALL CURB RADII ARE 5' UNLESS INDICATED OTHERWISE. 2) ALL ROOF LEADERS ARE TO CONNECT TO UNDERGROUND STORM SEWER SYSTEM. SEE ARCH. PLANS FOR LOCATION OF DOWN -SPOUTS. 3) VISIBILITY OF ALL MECH. EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. 4) CONTR. TO COORD. WITH FIRE MARSHAL'S OFFICE FOR KNOX BOX INFORMATION & LOCATION. 11%1IIa1001aI=Ito] 1*� 1) THE EXISTING 1.5" METER WILL BE REPLACED WITH A NEW 1.5" METER BY ACSA. CONTR. MUST COORD. WITH ACSA ON ANY NECESSARY UPGRADES TO THE SETTER AND LINE. 2) A PROPOSED 2" LINE WILL FEED INTO THE BUILDING TO SERVE ALL TENANTS. 3) KNOX BOX REQUIRED, CONTACT ALBEMARLE COUNTY FIRE MARSHALL OFFICE FOR LOCATION 4) ALL WATER METERS ARE TO BE SIZED BY THE ACSA. FIRE NOTES: 1) KNOX BOX REQUIRED, CONTACT ALBEMARLE COUNTY FIRE MARSHALL OFFICE FOR LOCATION 9RM MH :'-424. SJ IN= 418.63 OUT= 416.63 STORM MH TOP= 425.67 /NV /N=41,9.72 INV OUT=419.62 D RAI NAG E SUMMARY TABLE © CONNECTION BY PLUMBER L O SEWER LATERAL 6" @ 1% MIN. SLOPE INVERT _X UTILITY CONTR. SLOPE EXISTING IN WO WATER LATERAL 2" (SEE W.L. NOTES) ACSA X UTILITY CONTR. DI -1 EXISTING 437.03 HEAVY-DUTY ASPHALT K (SEE DETAIL, SHEET C9) 2 LIGHT-DUTY ASPHALT 50' (SEE DETAIL, SHEET C9) 437.03 PARKING LOT STRIPING NOTES: 1. ALL PARKING SPACE STRIPING WILL BE WHITE. 15" HDPE 2. HANDICAPPED SPACES AND HATCHED AREAS WILL BE YELLOW. J 3. HANDICAPPED SYMBOL & WILL BE BLUE. ©1 DI 01 Ins •❑1 DI :I NOTES: 1) ALL CURB RADII ARE 5' UNLESS INDICATED OTHERWISE. 2) ALL ROOF LEADERS ARE TO CONNECT TO UNDERGROUND STORM SEWER SYSTEM. SEE ARCH. PLANS FOR LOCATION OF DOWN -SPOUTS. 3) VISIBILITY OF ALL MECH. EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. 4) CONTR. TO COORD. WITH FIRE MARSHAL'S OFFICE FOR KNOX BOX INFORMATION & LOCATION. 11%1IIa1001aI=Ito] 1*� 1) THE EXISTING 1.5" METER WILL BE REPLACED WITH A NEW 1.5" METER BY ACSA. CONTR. MUST COORD. WITH ACSA ON ANY NECESSARY UPGRADES TO THE SETTER AND LINE. 2) A PROPOSED 2" LINE WILL FEED INTO THE BUILDING TO SERVE ALL TENANTS. 3) KNOX BOX REQUIRED, CONTACT ALBEMARLE COUNTY FIRE MARSHALL OFFICE FOR LOCATION 4) ALL WATER METERS ARE TO BE SIZED BY THE ACSA. FIRE NOTES: 1) KNOX BOX REQUIRED, CONTACT ALBEMARLE COUNTY FIRE MARSHALL OFFICE FOR LOCATION 9RM MH :'-424. SJ IN= 418.63 OUT= 416.63 STORM MH TOP= 425.67 /NV /N=41,9.72 INV OUT=419.62 D RAI NAG E SUMMARY TABLE STR # DESCRIPTION LENGTH INVERT INVERT SLOPE REMARKS IN OUT 1 DI -1 437.03 437.03 RIM=440.00 2 15" RCP CLIII 50' 437.28 437.03 0.5% 3 15" HDPE 112.39' 438.80 437.03 1.6% 4 24" YARD INLET 438.80 438.80 RIM=442.80 5 15" HDPE 54.47' 439.50 438.80 1.3% 6 15" INLINE YARD INLET 439.50 439.50 RIM=443.30 7 12" HDPE 28.44' 439.88 439.50 1.3% 8 12" INLINE CLEAN-OUT 439.88 439.88 RIM=443.88 9 12" HDPE 24.33' 440.10 439.88 1.4% 10 12" INLINE CLEAN-OUT 440.20 440.20 RIM=444.20 11 12" HDPE 18.72' 440.50 440.20 1.6% CONCRETE V -DITCH 80.08' 437.68 437.28 0.5% DEPTH= 12" ACSA GENERAL WATER & SEWER CONDITIONS: 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA 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 CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE (3) 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. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NOLEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING SAN MH II TOP= 435.58 INV IN= 418.83 \� INV OUT=418.72 o l II I STORM MH TOP= 439.69 /Af. INV= 434.69 Dio=0.30' tMIN=6" / �/. / . / 24" HPDR _ (@ curb opening) / / / STORM MH W=4' / / / / / TOP=442.30 / INV= 435.70 / Dio=0.62' DMnx=1' / / S=0.5% V2y,(...)=3.23 ft/sec CONCRETE V -DITCH l ' PFlAL T l / / HURT INVESTMENT CO l % l TAX MAP 78-11 DITCH CONN. TO PIPE / l / / DS 3657, PG 580 / (SEE DETAIL, SHT. C9)TOp 440.00 / /' %/ // / ZONING: HC-ECSAN MH / L=72.36' INV IN=420.33 / / / / / / USE. VACANT ,0-I't 00' INV OUT=420.15 WATER ACT). CORE DRILL TO EX. MH T=37.01 INTERNAL DROP CONN. PANTOPS HOTEL LLC INV=432.50 B=S48'5821 "E / �0 /7- TAX MAP# 78-9DSAN MH D=29-364 9" CONNECT TO OB 3673, PG 95 TOP= 437.48 � � E X I S . ��� / � N Q / � EAT / SAW C & / ZONING: C - INV /N=420.70 � � 12�SP�N S34'09'S7"E ��� / / 4ATC.W EX. MT. USE. VACCANTT INV OUT= 420.60 - - - 14.42UND BENCFi4�i4k12SAN / L j /�/ CgNNECT 0 / 1 3.99 SAN MH VARIABLE WIDTH � / EXIST. RB / p"E / TOP=437.48 UTILITY EASEMENT h / '46 S63� lona^ JALISCO W.qY I > MATCH EX. PVMT. .. z 1 K�� EX. 20' DRR NAGE EXPOSED SIDEWALK I II EASEMENT PER 6" / 6 7' MAX. RETAINING WALL. QB 3339, PG1171 °C (HT. BEYOND 4' REQUIRES A SAFETY RAILING) °' 80 I II 7 WALL COLOR AND MATERIAL I II TO MATCH BUILDING ° (GENERAL SHALE MONTICELLO I I 8 II FLASHED RANG COLONIAL). 11 3 LIGHT POLE ° 9 OD P 8" HDPE ROOF LEADER DRAIN I CONCRETE TROUGH AT BASE BPD L PIPE © 1% MIN. SLOPEdal I OF RETAINING WALL _� . ° SZ SZ 3Z 15.9 X7 i ° I 12.5' BACK OF I °° ° ° _ i W d °--°- - - v - - - ° - - 1 1 .5' - - - HDP CURB _ _ 4' MAX. RETAINING WALL EX. ETER �I - _ - - - - (HT. BEYOND 4' REQUIRES A VA LT i - FRENCH DRAIN W/ - - - - _ SAFETY RAILING I 30' SETBACK CLEANOUTS AT EACH END ) T LEPHONE C I PROPOSED PEDESTAL I 39.4 ° I I SIGN ,I OV HEAD -.- ,. ' _ -- UTILI LINE NEW.. 1.4 ACSA - - APPROX. LOCATION OF VEPCO, L y A _ - _ - - I:: EWT. _ _ - - CENTEL, AND ACSA UTILITY R/R SP/KE /N ❑H❑ IL IL - bU� 1TI - ffFUTI , TIL POWER POLE pHUTIL - _ _ _ _ _ - Fil1TI ' . QHUTIL VAR/ABLE WIDTH EASEMENT ELEV=429.96 uHFIBER TIC = - 8'lCHti10/VD ROAD ,_ _ -:�� 1136-613, SEE SUBPLAT) pHUTIL 9 _ �' _ pHUTIL UHUTIL L/N �� STATE ROUTE 250 FLOW LINE - 8'wL� TIL UHUTIL lt; WATER /NE R=1194.92' (VARIABLE R -O -W) EDGE OF BACK OF T=69.59 PA VEMENT CURB - oHu UHUTIL CB=N55'29'44 `W C=138.95' _ a,NJL D=6*J.9 ,5R" • • 20 40 •• WE = =Scale 1 20'� NI 21 LI 114 �0 HI GI FI EI IN CI 191 I_1 REFLECTING TOMORROW www.balzer.cc Staunton New River Valley Roanoke Richmond Harrisonburg 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 wT H OP 1't William S. Moore',, b Lic. No. 035223 a 0 " 09-12-2016 ssj0NAL L_ w� U .Q_ Q_ r0 U) 0 U W 0 S` CCf n 4_0 Z) 06 4_0 0 C6 J M u / \\L U L 4- 0 C: C U C c CU >// L L1. CU E N Q DRAWN BY WKM DESIGNED BY ERB CHECKED BY WSM DATE 07-26-2010 SCALE 1 " = 20' REVISIONS: 08-27-2010 10-25-2010 02-09-2011 (ARB Final) 04-08-2013 07-15-2013 08-31-2015 10-02-2015 12-09-2015 04-04-2016 AMENDMENT 06-06-2016 AMENDMENT 09-12-2016 AMENDMENT SHEET NO. 13of 3 JOB No. S0700006 bV'rIll REFLECTING TOMORROW www.balzer.cc Staunton New River Valley Roanoke Richmond Harrisonburg 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 'ALT H of � j William S. Moore a b Lic. No. 035223 x '5 09-12-2016 w Cs �ssI0NAL DRAWN BY WKM DESIGNED BY ERB CHECKED BY WSM DATE 07-26-2010 SCALE 1 " = 20' REVISIONS: 08-27-2010 10-25-2010 02-09-2011 (ARB Final) 04-08-2013 07-15-2013 08-31-2015 04-04-2016 AMENDMENT 06-06-2016 AMENDMENT 09-12-2016 AMENDMENT SHEET NO. C5 of 13 JOB No. S0700006 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 17 18 19 20 21 ° GRADING NOTES: 1. REMOVE TREES, SHRUBS, GRASS, AND OTHER VEGETATION, IMPROVEMENTS OR II OBSTRUCTIONS AS REQUIRED TO PERMIT INSTALLATION OF NEW CONSTRUCTION. REMOVE II. TREES AND OTHER VEGETATION, INCLUDING STUMPS AND ROOTS, COMPLETELY IN AREAS 1� REQUIRED FOR SUBSEQUENT SEEDING. CUT OFF TREES AND STUMPS IN AREAS TO RECEIVE FILL MORE THAN THREE FEET IN DEPTH TO WITHIN EIGHT INCHES OF THE ORIGINAL GROUND SURFACE. / II N N'I 2. BARRICADE OPEN EXCAVATIONS OCCURRING AS PART OF THIS WORK AND OPERATE WARNING LIGHTS AS RECOMMENDED BY AUTHORITIES HAVING JURISDICTION. W-8' 3. CUT SURFACE UNDER PAVEMENTS TO COMPLY WITH CROSS SECTIONS, ELEVATIONS, AND GRADES AS INDICATED. D,o=0.30DMIN=6" / _ (® curb / 4. EXCAVATE TRENCHES TO UNIFORM WIDTH CONFORMING TO VDOT STANDARD PB -1 FOR opening) M STORM DRAINAGE PIPING. W=4' f / M 5. PREVENT SURFACE WATER AND SUBSURFACE OR GROUND WATER FROM FLOWING INTO .' Dio=0.62' D.=1' / / EXCAVATIONS AND FROM FLOODING PROJECT SITE AND SURROUNDING AREA. DO NOT ALLOW WATER TO ACCUMULATE IN EXCAVATIONS. REMOVE WATER TO PREVENT SOFTENING = S=0.5% / OF FOUNDATION BOTTOMS, UNDERCUTTING FOOTINGS, AND SOIL CHANGES DETRIMENTAL TO V2yq...)=3.23 ft/sec STABILITY OF SUBGRADES AND FOUNDATIONS. CONVEY WATER WHEN ATMOSPHERIC TEMPERATURE IS LESS THEN 35°F (1-C). CONCRETE V -DITCH 6. PROTECT EXCAVATED BOTTOMS OF ALL FOOTINGS AND TRENCHES AGAINST FREEZING WHEN �. ,�� ASPHALT HURT INVESTMENT CO L, ATMOSPHERIC TEMPERATURE IS LESS THEN 35°F (1°C). . i � � ' TAX MAP# 78-11 L DB 3657, PG 580 / 7. FINISH LAWN AREAS TO WITHIN ONE INCH ABOVE OR BELOW REQUIRED SUBGRADE '� �� �l ZONING.- HC -EC / ELEVATIONS. SHAPE SURFACE UNDER WALKS AND PAVEMENTS TO LINE, GRADE, AND ,'� /'� ,�'� /. i /' USE- VACANT CROSS SECTION, WITH NOT MORE THAN 1/2" ABOVE OR BELOW REQUIRED SUBGRADE ,�' ,�' /' ,'� /� . ' / \ ELEVATION. "Ie., �' �' /' ,------' / 8. PROTECT GRADED AREAS FROM TRAFFIC AND EROSION. REPAIR AREAS WHICH HAVE Ile rr-' PA PAN ,'F/O�L LLC � , -____ / K SETTLED, ERODED, OR BECOME DAMAGED DUE TO CONSTRUCTION ACTIVITIES AT NO ADDITIONAL COST TO OWNER. r r T,�X MAP#, 78-9D i ,---BB 3617., PG 95- - - - / i //f1Z 3�Q K ZONING.-�1'C-EC 9. SPREAD TOPSOIL TO A DEPTH OF 4„ OVER ALL DISTURBED AREAS NOT RECEIVING WALKS, PAVEMENT, WALLS OR BUILDING, INCLUDING TRENCHES. IMMEDIATELY FOLLOWING/ VACANT 441.00 i ,� , , 440.5 /'-,_____--' � BENCHMARK r 441.32 PLACEMENT OF TOPSOIL, DISK THE ENTIRE TOPSOILED AREA AND RAKE FREE OF STONES AND DEBRIS OVER 1/2" IN ANY DIMENSION. PROVIDE A FINISHED SURFACE FREE OF i ,' �' - N MH 437.2_8 ___- --_ ' , 440.82 \ i tij`l' i i - � �(0 q.3� _ _ DEPRESSIONS OR HIGH SPOTS. SEED IMMEDIATELY. ___-_--- ; �` �� g , 43 i j440.7 -.... . / J 10. FINISH GRADE AROUND ALL BUILDINGS SHALL BE A MINIMUM OF 8" BELOW FINISHED ---- '. 440.25 J FLOOR ELEVATIONS. _ 11. PROVIDE A MINIMUM OF 5% SLOPE FOR A DISTANCE OF 10' AWAY FROM ALL BUILDINGS 438.4 ' ° '�:: FOR POSITIVE DRAINAGE. 1 H:1 V SLOPE ; rr d 437:9 43 :40. 4 X77 ��I RA I ' / ,�. STABILIZATION PER �' 38.65 j 3 55 43 90 12. ALL SIDEWALKS SHALL CONFORM TO ADA REQUIREMENTS WITH A MAXIMUM SLOPE OF 5% GEOTECHNICAL,,,REPORT / '45&15 ..'��/ , �' . :I ... . 1 W 1 r d o AND A MAXIMUM CROSS SLOPE OF 1:48. d �4�8•05 ,�' �' 38:%0 ..... ... �:... ��%... ..... 44 .00. :..I a ° ... . . ..... /� ....... 439: P. 440.85 :. �... [� 'S 8' D 438.20 . �O ...... ... ... 43g.'. 13. WAIVER GRANTED FOR DISTURBANCE OF CRITICAL SLOPES VIA APPROVED LETTER FOR SDP ... .. ... .. �. .. . �,.'�� ..... .... ' ' ' .. I' ' ' ' •'55 I 438.80 201000059 DATED AUGUST 12, 2011. �,'� f,` .' i. "j1 :.. �...... ..... .... .... ..:'.. .... �-`.�.. �. 3 �. �.. ... .. .. 49� 439:66 .. .. .... ... .. ... .. x. 44.:8 ... I/ 439.16 �/ �'. .. W f ,.................... , ..... ... ..� ... X441.30 . �.._ :. �...... /l 442. 0441.90. 0 441.9 440:20 1.0 0.10 442.25 3 i i'439.60 I l. L . H �. /' I Ala. :/ -4,39.50 .. ... H 438.55"�.. / .. ,.' / �• .. , 439.00 4 2.50 440:30/ �- 439:$0.: 4..2:00 - 442 3.5 �,- 442.56 - - ... ......�ti 442.06 J,gLISCO w,� Y �� ,¢3 , s, i..: . ........ ,. - .. I �� 440:55 ,i �co... ..r r..- __--- . �... ..... 11 SANDA LLC 1 443.50 _ _ TAX MAP# 78-9A I :.. 440.05....... G ....... ....... r i .. ..... .. , p�D�� ... ... 200 TO TOWN .. - r o �..5 443.00 443:80 / ' // 1 G , . , .. ... A� DB 3383 PG 604 I >. .. .. ... 443.30 443.30 / // ' AND COUNTRY ... ...... .... r ,.. i ;'✓... ... _ I ZONING. HC EC DRIVE �..I ..� . . r 439.6.7 �.. 443:40 443.90 X42.:8 / ,. �. .. , ... AUTO DEALERSH I USE. DEALERSHIP ... .. .. ,. � _ // o ... .. , �. .... . '. 439.17 i... .. . . 443.80 ... y G� ® ..... �. .. ... ... ... / 440.10 ` 439.60 441.40 4 2.98,_ 3q TEMPORARY 440.90 �'` _: 4.20 F GRADING �. Q i 4 4€i 43.30 �� ° d 4 F EASEMENT // 4424r a q 442.80 yc TS , -__�, a 4 , .► ° .�. 4: 4 90 a 440,S 4 a LUSF� (4 RISE1SB) GUADALAJARA 443.65 I a 64 CORPORA TION /V II .d' ° ° d� X444:440 a a d 11 os 0 ,' r TAX MAP# 78-9B ° ,. I 14 I DB 3339, PG 710 I , I [4-4.40T�S7444.40TS E , ZONING: HC -EC ,'f 'd �� 444.40TS 444.09 d a / E USE- RESTAURANTI' � 442.20BS 442.598S 443.08BS f4 RISERS), ��'' (4 RISERS) (4 RISERS)d. 40TS 444.40TS a ; o o 441.5013S 441.99BS ° (5 RISERS) (5 RISERS) 444.03 ® I I jai ' ' �443.60 a s / 444.15 I, SHOPPING CE4Tf5R D ,� rn d i ; 12,400 5.Q. FT. ---445 4° 443.30 �P D d II / I; FFE = 444.50 � I 8 I TW:445.20 BW:443.90 I C , r 1 d �� ,-'- ��� 9TW:447.20 C J / �.--------------'� TW: 445.40 a �II BW:444.00 1 1 ,,-'� _ BW:444.40 a Id sz, /I a444_Qp °. ' . 4 4, ; 4 g ° ° a4 TW:448.20 -_ BW:444.20 / l�L - -°- - - - - -/_' .� ��� _ E N is Hvr B 4,46 0 X447 - ---- _ - - - / ,'d 4; �❑ N`, i Dch ,/ ,/ X448 %449 ,, 4 B as a _45�---- a ' --- 452 -� s A �,----_ RIR SP/KE /N i I- - �� ❑HUTIL ��BI�4tHI-T�-iBI1TIr� ❑TIL ❑H 1.1L HUT -II QHUTIL POWER POLE ❑HUTIL- ... ELEV=429.96 OHUTI L UHUTIL FIBER OPTIC �� RICHMOND ROA D -- ,q ❑HUTIL OwTIL ` -� LINE �� STATE ROUTE 250 Scale 99 - 1 - 20' A UHUTIL (VARIABLE R -O -W) - GHUTIL - ❑HUTIL 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18 1 19 1 20 1 21 bV'rIll REFLECTING TOMORROW www.balzer.cc Staunton New River Valley Roanoke Richmond Harrisonburg 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 'ALT H of � j William S. Moore a b Lic. No. 035223 x '5 09-12-2016 w Cs �ssI0NAL DRAWN BY WKM DESIGNED BY ERB CHECKED BY WSM DATE 07-26-2010 SCALE 1 " = 20' REVISIONS: 08-27-2010 10-25-2010 02-09-2011 (ARB Final) 04-08-2013 07-15-2013 08-31-2015 04-04-2016 AMENDMENT 06-06-2016 AMENDMENT 09-12-2016 AMENDMENT SHEET NO. C5 of 13 JOB No. S0700006 REFLECTING TOMORROW www.balzer.cc Staunton New River Valley Roanoke Richmond Harrisonburg 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 �.�T H OF Dr 4.11 William S. bore', ,.0 Lic. No. 035223 a 10 09-12-2016 w. o� �ry 41s4Sj0NAL Q co 70 co J ca C: U L ca N 20 DRAWN BY WKM DESIGNED BY ERB CHECKED BY WSM DATE 07-26-2010 SCALE 1 " = 20' REVISIONS: 08-27-2010 10-25-2010 02-09-2011 (ARB Final) 04-08-2013 07-15-2013 08-31-2015 10-02-2015 12-09-2015 06-06-2016 AMENDMENT 06-22-2016 AMENDMENT 09-12-2016 AMENDMENT SHEET NO. C10 of 13 JOB No. S0700006 00006 1 2 3 4 5 6 7 8 9 10 11 12 13 14 1 15 1 16 1 17 1 18 1 19 1 20 1 21 LANDSCAPE SPECIFICATIONS / �Q) O 1 . PLANT MATERIAL NAMES ARE IN COMPLIANCE WITH HORTUS THIRD SIZES AND � / /� 0 GRADING ARE TO COMPLY WITH THE LATEST EDITION OF AMERICAN STANDARDS // p� Q / \ / 0 FOR NURSERY STOCK. PUBLISHED BY THE AMERICAN ASSOCIATION OF S NURSERYMAN. 2. ALL WORK SHALL BE COORIDINATED WITH TRADES. 3. USE EXISTING TOPSOIL AND/OR PROVIDE NEW TOPSOIL, WHICH IS FERTILE, FRIABLE, NATURAL LOAM, SURFACE SOIL, REASONABLY FREE OF SUBSOIL, FORIEGN MATTER AND ROOTS, STUMPS AND STONES LARGER THAN 2" IN 5-T - - - - - - / / // N DIMENSION. / 4. CONTRACTOR SHALL ASCERTAIN LOCATION OF ALL UTILITIES PRIOR TO D° z EXCAVATION. RUBBER HOSE AT BARK 0 / 5. CONTRACTOR SHALL MAINTAIN PLANT MATERIAL DURING INSTALLATION GUY WIRES (3). WHITE FLAG ON EACH To INCREASE " ° �.� 6-1 '� MAINTENANCE SHALL BECOME RESPONSIBILITY OF OWNER UPON ACCEPTANCE OF VISIBILITY. I ° O o ° ° ° SOD ..... .. W WORK. _ TURNBUCKLE (3). GALVANIZED OR DIP PAINTED ° / . / .. �. a z / _ 2-C 7 J C B M 6. WHERE THE LANDSCAPE WORK IS COMPLETED, THE OWNER'S REPRESENTATIVE SET TREE AT ORIGINAL GRADE ° / ... ... /.... ;� . ..... •Sp�..�.T b..1. .: l _ / M WILL, UPON WRITTEN REQUEST, MAKE AN INSPECTION TO DETERMINE MULCH: PINE BARK OR WOOD CHIPS 3" MIN. ° ./!1. 2 -GT 3 -GT ACCEPTABILITY. IF WORK IS NOT ACCEPTABLE, REPLACE REJECTED WORK AND SOIL SAUCER: USE PREPARED SOIL 6" MIN. /. / / CONTINUE MAINTENANCE UNTIL REINSPECTION AND APPROVAL. -11 WOOD DEADMEN (3) ° /: j .;c,Q� 7� z� I III i III IIIIIIIII-I I I -III- lL I \ x ._..... .. �. 7. GUARANTEE ALL MATERIALS AND LABOR FOR 12 CALANDER MONTHS AFTER ACCEPTANCE. ROPES AT TOP OF BALL SHALL BE CUT. REMOVE TOP 1/3 / ° o OF BURLAP. NON -BIODEGRADABLE MATERIAL SHALL BE A. MAKE REPLACEMENTS OF ALL DEAD PLANTS IN IMPAIRED CONDITIONS IN EARLY I III I I TOTALLY REMOVED l�-JC °D FALL FOLLOWING PLANTING. -- PREPARED SUBSOIL TO FORM PEDESTAL TO PREVENT � . ^ ° 0.. /a... . / ... H L B. ADD ADDITIONALLY IN THE EARLY SPRING FOR THE SAME OR OTHER MATERIALS - - - - - - - - - - III III II III III IIIIIIIII II III III SETTLING /� /.... •SP..IFL / WHICH ARE DEAD OR IMPAIRED FROM THE WINTER CONDITIONS.2 = b ./ L� 4=JG ' III III III III III III III III III III III III III III (IIII (IIII (IIII (IIII (IIII (IIII \ ° o a / SOD �o 8. WITHIN 10 DAYS AFTER ACCEPTANCE THE CONTRACTOR SHALL DELIVER AN IIII III .. 72_H OUTLINE OF MAINTENANCE PROCEDURES RECOMMENDED FOR THIS PLANTING FOR I, 2.5 X BALL DIA. - - - - - 7 - - THE OWNER. --� OD y a 9. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY DURING THE GUARANTEE PERIOD TO PROVIDE WRITTEN NOTICE TO THE OWNER OF ANY MAINTENANCE PRACTICE - - -��.......� 1 � T AP IN, VESTMERTS K WHICH IN THEIR OPINION WILL AFFECT THE GUARANTEE IF NOT REMEDIED 200' TO TOWN 1 /.� .. .LLC TAX MA 78-9C ..� �� K PROMPTLY. ... AND COUNTRY DB 3657, PG 606 00 a 10. DO NOT MAKE SUBSTITUTIONS. BID MATERIALS SHOWN ON PLANS. CONTRACTOR DRIVE / S .. r ' 2 -GT 1:272 ACS z ,: -LT IS ENCOURAGED TO PROVIDE WRITTEN ALTERNATE LIST OF MATERIALS, SIZES AND _ _ - - - - -- - 24 -JC 3 -TC oyG NUMBERS SUBSTITUTION FOR COST-EFFECTIVE MAINTENANCE OF DESIGN ° 17-TOf INTEGRITY. ° A \ 6 SAN 'SAN 'SAN 6'SA ¢'S 6 SA d d a r 11. THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO ACCEPT OR REJECT ANY J MATERIAL THAT HE/SHE DEEMS UNACCEPTABLE. REJECTED MATERIAL SHALL BE REMOVED PROMPTLY FROM THE SITE. / 1 1 - C a a a �'�` aj-- -�+ ° W 3-IEB oy ° OAK -�Z 12. SELECTIVE CUTTING AND CLEARING SHALL BE PROVIDED IN THE EXISTINGEX-3 (TO REMAIN OR BE WOODED AREAS OF THE DRAINAGE EASEMENT. SELECTIVE CUTTING WITHIN THESE bSP AREAS SHALL BE LIMITED TO THE REMOVAL OF UNDERGROWTH AND TREES ABSOLUTELY NECESSARY FOR THE OF THE DRIANAGE OUTFALL. ad REPLACED IN KIND @d / 2.5" CAL. IF IMPACTED I NNU a 4 d a ° d CONSTRUCTION SPS 4.1 BY CONSTRUCTION) d I ° ° d ° ° 74r" s 4 SOD 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 I 1 11 CONTAINER IN WHICH IT IS SOLD. AN ESTABLISHED CONTAINER GROWN PLANT o 1 4 SHALL HAVE A ROOT SYSTEM DEVELOPED SUFFIENTLY TO RETAIN ITS SHAPE RUBBER HOSE ON EACH MAJOR STEM. ALL MAJOR STEMS SHOULD BE WIRED TOGETHER. 1 d oiv o WHEN REMOVED FROM THE CONTAINER. AK ° 11 SET TREE AT ORIGINAL GRADE (TO REMAXN ORBE° °a 1 14. ALL PLANT MATERIAL SHALL BE NURSERY GROWN UNLESS OTHERWISE SPECIFIED. MULCH; PINE BARK OR WOOD CHIPS 3" MIN. REPLACED IN KIND ® ° e 1 I PRUNING SHALL BE DONE BEFORE PLANTING OR DURING THE PLANTING SOIL SAUCER; USE PREPARED TOPSOIL 6' MIN. 2.5" CAL. IF IMPACTED I ° a I SHOPPING C ENTER a /// 8 -TO H OPERATION. -IIII'I D _lil -til ,/,//� -lil�il = WOOD STAKES 3" IN FIRM SOIL I BY CONSTRUCTION) °, 1 12 400 SQ. FT. ° . H 15. ALL PLANT MATERIAL SHALL BE COVERED AND PROTECTED FROM EXCESSIVE ROPES AT TOP OF BALL SHALL BE CUT. REMOVE TOP 1/3 I 1 11 DRYING DURING TRANSIT. OF BURLAP. NON -BIODEGRADABLE MATERIAL SHALL BE TOTALLY REMOVED. 16. ANTI -DESICCANTS SHALL BE APPLIED ON ALL MATERIAL DUG WHILE IN FOLIAGE. EX -3 OAKS PREPARED ADMIXTURE BACKFILL PREPARED SUBGRADE PEDESTAL ISOD (TO REMAIN OR BE /I 17. MULCH MATERIAL SHALL BE EITHER SHREDDED HARDWOOD MULCH OR APPROVED d EQUAL. MATERIAL SHALL BE MULCHING GRADE, UNIFORM IN SIZE AND FREE OF REPLACED IN KIND @ II FORIEGN MATTER. 2X BALL DIA. MIN. 2.5" CAL. IF IMPACTEDI a N II G BY CONSTRUCTION) ° II III G 18. TOPSOIL MIXTURE SHALL BE 2 PARTS EXISTING SOIL MIXED EVENLY WITH 1 PART SPAGNUM PEAT MOSS OR PEAT HUMUS. EXISTING SOIL SHALL BE FREE OF IX7 °4 III �I STONES, LUMPS, PLANTS,ROOTS AND OTHER DEBRIS OVER 1 1/2 INCHES. IT ° 5ZSZ ° d d a a. ° dd 1 SHALL NOT CONTAIN TOXIC SUBSTANCES HARMFUL TO PLANT GROWTH. TOPSOIL I SHALL HAVE A PH RANGE OF 5.0 TO 7.0. EX -3" OAK -°- _ ° - _ - _ - - .31111111 pp IM - - D (TO REMAIN OR BE r x x 19. PLANTING PROCEDURES FOR TREES AND SHRUBS REPLACED IN KIND @ f �„ Y A. PLANTING SHALL OCCUR IN ACCORDANCE WITH ALL DETAILS. 2.5" CAL. IF IMPACTED I 30' AC F B. TREES AND SHRUBS SHALL BE PLACED IN THE PLANTING PIT, BY LIFTING BY CONSTRUCTION)I SOD 250 -HH Pa F FROM THE BALL (NEVER FORM THE BRANCHES OR TRUNK). ALL PLANT SOD 3 I d SOD 20 -IC 5 -LT MATERIAL SHALL BE PLACED IN A STRAIGHT POSITION WITHIN THE PLANTING 00 I I °: a ° a PIT. WITH THE MOST DESIRABLE SIDE PLACED TOWARDS THE PROMINENT VIEW _ -j - .-.-1-.--- _ _ _ SOD (SIDEWALK, STREET, ETC.). L_ - a ' C. THE TREE PIT SHALL BE BACKFILLED WITH A SOIL MIXTURE AS PER - - - - U IL IL - - U =-- JTI1s= BI�TI��� ❑��UTI = ❑HUT1L HU,H TIL SPECIFICATIONS. THE PIT SHALL BE FILLED HALFWAY INITIALLY AND TAMPED ❑HUTIL - GHUTIL _ _ - -_ o'w� _ ��� 'WE FIRMLY. ALL ROPES WIRES ETC. ON THE ROOTBALL SHALL BE CUT AND THE 1UTIL _ F/BERR PTIC�� �� - B, ICHMOND ROAD E BURLAP OR BALL WRAP PULLED BACK TO THE EDGE OF THE ROOTBALL. B'WL- E COMPLETE BACKFILLING PLANT PIT AND TAMP FIRMLY. BACKFILL SOIL SHALL 8"W� PROPOSED STATE ROUTE 250 (VARIABLE R -O -W) - _ NOT COVER TOP OF ROOTBALL. MULCH ROOTBALL AND SAUCER WITH MINIMUM SIGN OF 3 INCHES SHREDDED OR CHIPPED HARDWOOD OR PINE MULCH. WATER B•W� THOROUGHLY OR UNTIL PLANT PIT IS FILLED. 20 0 20 40 60 20. LANDSCAPE ORDINANCE REQUIREMENTS: Now STREET TREES REQUIRED: TREE PER 0 S c a e 1 " = 2 0' D ROADIUM RONTAGDEE ALONG ROUTE 25 - D 5 MEDIUM TREES PROVIDED: 6 MEDIUM TREES INTERIOR TREES REQUIRED: 1 MEDIUM OR LARGE TREE PER 10 LANDSCAPING SCHEDULE SPACES = 69 SPACES/10 = 7 LARGE OR MEDIUM SHADE TREES PROVIDED: 9 LARGE OR MEDIUM SHADE TREES SYMBOL PLANTING S ZEQUANTITY TYPE NOTES SYMBOL PLANTING S ZEQUANTITY NOTES C PYRAMIDAL EUROPEAN HORNBEAM 177 EMERALD GREEN ARBORVITEA To 4'-5'10 30 C INTERIOR LANDSCAPING REQUIRED: 5% OF PAVED PARKING &VEHICULAR CARPINUS BETULUS "FASTIGIATA" CB 3.5" MIN CAL 8 SHADE SQ. FT. SQ. FT. THUJA OCCIDENTALIS 'EMERALD' CIRCULATION = 23,523 SF = THORNLESS HONEYLOCUST 424 m PFITZER JUNIPER COMPACTA JC 24" HEIGHT 58 11 0.05(23,523 SF) = 1,176 SF N GT w GLEDITSIA TRIACANTHOS INERMIS & CVS. 2.5" MIN CAL 7 SHADE SQ. �• " JUNIPERUS CHINENSIS PFITZERIANA SQ. �• PROVIDED: 4,664 SF OF INTERIOR LANDSCAPING 'EMILY BRUNER' HOLLY * 50 V) ILEX CRENATA "HOOGENDORN" IC 24" HEIGHT 67 16 ILEX X ' EMILY BRUNER' IEB 7-8' HEIGHT 3 MEDIUM TREE SQ. FT. HOOGENDORN HOLLY SQ. FT. SCREENING REQUIRED: NONE LITTLELEAF LINDEN 3 249 w PLANTING QUANTITY SYMBOL SIZE B PROVIDED: PLANTING STRIPS ARE PROVIDED TILIA CORDATA MILL. TC 2.5" MIN CAL LARGE TREE SQ. FT. B ALONG PARKING AREAS AND BLDG. "TUSKEGEE" CRAPEMYRTLE 77 o H DEKA HELIX HH FLATS 322 0.5 PER SQ FT. DUMPSTER IS SCREENED WITH A LAGERSTROEMIA X "TUSKEGEE" LT 6-8' TALL 9 SMALL TREE SQ. FT. Z BOARD ON BOARD FENCE O PROPOSED CANOPY 8,145 SQ FT a' TREE CANOPY REQUIRED: 10% OF SITE AREA = 0.10(55,410 SF) PREPARE, SEED AND STRAW ALL LAWN AREAS. EXISTING CANOPY 0 SQ FT = 5,541 SF (1.25 MULITPLIER 0 SQ FT) ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, PROVIDED: 8,145 SF (SEE LANDSCAPE SCHEDULE MULCH ALL SHRUB BEDS. MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. TREES AND SHURBS SHALL BE PRUNED A FOR CANOPY COVER AND QUANTITY *CALCULATED BY USING MAX. WIDTH OF 8' FOR TREE AND FINDING TOTAL CANOPY 8,145 SQ FT MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. A THE AREA UNDER THE TREE. 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 9 10 1 11 1 12 1 13 1 14 1 15 1 16 17 1 18 1 19 1 20 1 21 REFLECTING TOMORROW www.balzer.cc Staunton New River Valley Roanoke Richmond Harrisonburg 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 �.�T H OF Dr 4.11 William S. bore', ,.0 Lic. No. 035223 a 10 09-12-2016 w. o� �ry 41s4Sj0NAL Q co 70 co J ca C: U L ca N 20 DRAWN BY WKM DESIGNED BY ERB CHECKED BY WSM DATE 07-26-2010 SCALE 1 " = 20' REVISIONS: 08-27-2010 10-25-2010 02-09-2011 (ARB Final) 04-08-2013 07-15-2013 08-31-2015 10-02-2015 12-09-2015 06-06-2016 AMENDMENT 06-22-2016 AMENDMENT 09-12-2016 AMENDMENT SHEET NO. C10 of 13 JOB No. S0700006 00006