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HomeMy WebLinkAboutSDP202200072 Plan - Submittal (First) 2022-12-20U C N N U U 0 N N Q O F O S T O E Y O T U J O 2 3 U U 2 N U C N y 0 U O Q C O F 0 T E Y 0 0 a 0 0 O O s 0 3 � a .. 3 O � o S 3 J m m E � U � O L � n C 2 75 o .. 1 c 0 m � U a m a 0 E o E i � c � o Y 0 0 m y N N � Y � U 3 � n 3 `o 0 a a N ti J 3 y Sl U b s D 3 0 — w J c I n U c 0 Y N 0 a E a y U U ti a � N � 2 V o N T ti c 0 71 � E � N � U Y N yJ N > w � o E � J J N c 5 0 0 0 J o a Y � y 2 v 0 C N Y0 a O N y c Y fN U d 3 n� c 00 n a n � c 0 � U N O L t n 2 L '3 �y N" n E � U D O 0 N 0 F S ENGINEER KIMLEY-HORN AND ASSOCIATES. INC. 4525 MAIN STREET, SUITE 1000 VIRGINIA BEACH, VA 23462 TEL: (757)-355-6664 CONTACT: LAUREN SWEENEY, P.E. EMAIL: LAUREN.SWEENEY@KIMLEY-HORN.COM SURVEYOR JENNING STEPHENSON, P.C. 10160 STAPLES MILL ROAD GLEN ALLEN, VA 23060 TEL:(804)-656-6237 CONTACT: TROY STEPHENSON, L.S. EMAIL: TSTEPHENSON@JSPC-VA.COM SITE STATISTICS PARCEL I D: 046134-00-00-001D1 SITE ADDRESS: 1815 FORTUNE PARK RD, CHARLOTTESVILLE, VA ZONED: HIGHWAY COMMERCIAL MAGISTERIAL DISTRICT: RIVANNA APPLICABLE OVERLAY DISTRICTS: ENTRANCE CORRIDOR AIRPORT IMPACTAREA EXISTING USE: BANK PROPOSED USE: DRIVE THROUGH STARBUCKS BUILDING SIZE: 3,150SF BUILDING HEIGHT: 22' 4" TOTAL SITE AREA: 1.35 AC. a STARTBUCKS FORTUNE PARK RD 11111111 PREPARED FOR STARBUCKS COFFEE COMPANY ALBEMARLE COUNTY, VIRGINIA RIVANNA MAGISTERIAL DISTRICT OWNER/DEVELOPER STARBUCKS 7315 WISCONSIN AVE SUITE 90OW BETHESDA, MD 20814 TEL: (571)-345-6125 CONTACT:MARTHA COBO EMAIL: MCOBO@STARBUCKS.COM TOTAL DISTURBED AREA: 2,490 SF (0.06 AC.) TOTAL IMPERVIOUS COVER: 0.68AC. (50.7%) OPEN SPACE: 0.67AC. (49.3%) STEEP SLOPES: EXISTING LANDSCAPING TO REMAIN; NO DISTURBANCE PROPOSED FLOOD ZONE: THIS PROPERTY APPEARS TO LIE IN FLOOD ZONE "X" AS SHOWN ON THE FLOOD INSURANCE RATE MAP, MAP COMMUNITY- PANEL NUMBER 51003CO140D EFFECTIVE DATE: FEBRUARY4, 2005 WATER: ACSA SEWER: ACSA SOURCE OF TOPOGRAPHY: TOPOGRAPHIC SURVEY WAS PERFORMED BYJENNING STEPHENSON, P.C. ON JULY 29, 2022 DATUM: HORIZONTAL CONTROL BASED UPON VIRGINIA STATE PLANE COORDINATE SYSTEM, SOUTH ZONE, NAD 1983 THE VERTICAL DATUM SHOWN HEREON IS BASED ON NAVD 1988 LATITUDE: 38° 7' 43.644" N LONGITUDE: 78° 26' 17.412" W RECEIVING WATER(S): SOUTH FORK RIVANNA RIVER VA H U6 CO DE: J R08 BUILDING SETBACKS FRONT: 10' SIDE: 0' PARKING SCHEDULE PARKING PROVIDED: 34 SPACES HANDICAP SPACES PROVIDED: 2SPACES PREPARED BY: Klomley)))Horn 12/15/2022 PRIOR TO CONSTRUCTION, CONTRACTOR SHALL CALL "MISS UTILITY" OF NORTH CAROLINA DIAL - 811 FOR LOCATION OF UNDERGROUND UTILITIES Sheet List Table Sheet Number Sheet Title CA001 COVER SHEET SV100 SURVEY CD100 DEMOLITION AND ERROSION AND SEDIMENT CONTROL PLAN CD101 DEMOLITION AND ERROSION AND SEDIMENT CONTROL NARRATIVE CS100 SITE, GRADING, AND UTILITY PLAN CD 500 CONSTRUCTION DETAILS CS500 WEB SOIL SURVEY LS1 ILANDSCAPE PLAN APPROVALS DATL DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARMENT OF TRANSPORTATION HEALTH DEPARTMENT N N U � z 00 N U W 7 H W N Q m I 0< c U N Z Q c X Z z > O Q O I O O } 0 0 � 0J = W � Y LLJ N � � N I Lc)Y W n W N � N ~ W O cJ' z N Z O Oacl Ln Ln W Z U � 0 O J W N 0 = � O w N n 00 Q c ) Q m m Q(D 0 z z 0 y Y N w ¢ ) ¢ w 0 N W 0 Of 0 S 0 LU LU 2 0. LU O U LU LU LL LL 91 0K SHEET NUMBER CA001 NOTES 1. OWNERSHIP: FIRST-CRTZENS BANK k TRUST COMPANY D.B. 1647 PG 98 D.B. 1643 P0. 641 (PUT) PARCEL ID: 046114-00-00-001111 2. THIS SURVEY WAS PREPARED WITH ME BENEFIT OF A TITLE COMMITMENT BY CHICAGO TITLE INSURANCE COMPANY COMMITMENT NO. ROA2205 COMMITMENT OATS MARCH 28, 2022 AT 5:00 A.M. 3. EXCEPTIONS OF SCHEDULE B-SECTION II OF ME ABOVE REFERENCED TIRE COMMITMENT: 1. NOT ADDRESSED 2. NOT ADDRESSED 3. NOT ADDRESSED 4. NOT ADDRESSED 5. SHOWN HEREON 6. NOT ADDRESSED T. NOT ADDRESSED 5. NOT ADDRESSED 9. SHOWN HEREON 10. COVENANTS AND RESTRICTIONS IN D.B. 1071 PG. 0% D.B. 1090 PG, 157, D.B. 1457 PG. 93 AND D.B. 1464 PG. 208 - PERTAINS TO ME SUBJECT PROPERTY BUT CANNOT BE SHOWN GRAPHICALLY 11.) WATER AND SEWER AGREEMENT IN D.B. 520 PG. 550 - MAY PERTAN TO ME SUBJECT PROPERTY BUT CANNOT BE SHOWN GRAPHICALLY 12.) MAINTENANCE AGREEMENT IN D.B. 1463 PG. QT 6: D.B. 1643 PG. 641 - PERTAINS TO ME SUBJECT PROPERTY BUT CANNOT BE SHOWN GRAPHICALLY 13.) 20' ACSA SANITARY SEWER EASEMENT AND 20' ACSA WATERLINE EASEMENT IN D.B. 1452 PG, 105 AND D.B. 1739 PG. 532 - SHOW HEREON 14.) STORMWATER BMP MAINTENANCE AGREEMENT IN D.B. 1493 PG. 316 - MAY PERTAIN TO ME SUBJECT PROPERTY BUT CANNOT BE SHOWN GRAPHICALLY 15.) MATTERS ON PUT IN D.B. 1463 PG. 644 - EASEMENTS SHOWN HEREON 4. MIS PROPERTY VIES IN ZONE SC OF ME FENA DEFINED FIAOD HAZARD AREA AS SHOWN ON FLOOD INSURANCE RAZE MAR NUMBER 51O03001400, EFFECTIVE DATE FEBRUARY 4, 2005. 5. DURING THE PROCESS OF OUR PHYSICAL IMPROVEMENT SURVEY NO INDICATIONS OF A CEMEIERY WERE FOUND. NO FURTHER INSPECTION OF ME PROPERTY HAS BEEN MADE FOR POSSIBLE CEMETERIES. 6. ZONING SETBACKS PER ME COUNTY OF ALBEMARLE ZONED: HIGHWAY COMMERCIAL SEE COUNTY OF ALBEMARLE ZONING ORDINANCE FOR SETBACKS. 2. HORIZONTAL ME MERIDIAN SOURCE OF THIS PUT IS BASED ON ME VIRGINIA STATE PLANE COORDINATE SYSTEM, SOUTH ZONE, HAD 1963/1993 (NARK). COORDINATE VALUES SHOWN ARE EXPRESSED IN U.S. SURVEY FEET. VERTICAL NAVD BB DATUM CURVE TABLE CURVE I LENGTH I RADIUS I DELTA I TAICENT I CHORD BEARING ICHgtD 01 IZI.Tl an.w 1 227514 1 54.41 5 5734209 W 1 126.37 TO.. CHICAGO TITLE INSURANCE COMPANY BCL-ME 3 LLD WOODHAMI CHARIanESWULE, LLD 0/0 WOODHAVEN DEVELOPMENT GROUP, LLD MIS IS TO CM`LFY MAT MIS MAP OR PUT AND ME SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH DIE 2021 MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/NSPS LAND TTE SURVEYS.' JOINTLY ESTMUSHED AND ADOPTED BY ALTA AND IRA GRAPHIC SCALE w F 6 ) 1 h,[h = 20 It e -6- 74 DATE LEGAL DESCRIPTION BEGINNING AT A POINT ON ME SOUTH LINE OF SEMINOLE (RAIL (U.S. ROUTE 29) MARKED P.O.B.; SAID PONT BEING WEST 101.51' FROM ME INTERSECTION OF ME WEST LINE OF TIMBERWOOD BOULEVARD EXTENDED; THENCE LEAVING THE SOUTH LINE OF SEMINOLE MAIL S46'4035"E 29.65 TO A POINT; THENCE S4120'39'E 91.33' TO A POINT; THENCE NB2'ST'1T'E 40.31' TO A POINT; THENCE S0345'19'E 206.72' TO A POINT ON ME NORM LINE OF FORTUNE PARK ROAD; THENCE ALONG ME MONTH LINE OF FORTUNE PARK ROAD S9454'46'W 21.98' TO A POINT; THENCE ALONG A CURVE TO ME LEFT HAVING A LENGTH OF 127.17'. A RADIUS OF 325.00', A CHORD BEARING OF S73'42'09'W AND A CHORD OF 126.37' TO A POINT; THENCE LEAVING ME NORM LINE OF FORTUNE PARK ROAD N47'47b0'W 213.61' TO A POINT GIN ME SOUTH NNE OF SEMINOLE TRAIL THENCE ALONG THE SOUTH UNE OF SEMINOLE MAIL N46'42'45'E 35.87' TO A PONT; THENCE N4113-STE 211.10' TO ME PONT OF BEGINNING; MARKED P.O.B.: AND CONTAINING 1.349 ACRES. GREEN CLEAN CHAROTTESVILLE LLC D.B. 5469 PG. 303 D.B. 1643 PG. 641 (PLAT) PARCEL ID: 04654-00-CO-DOIDO N4 20' ACSA SANITARY KKR EASEMENT D.B. 1462 PO 105 D.B. 17M PG. 532 , y" FOREST LAKES COMMUNITY ASSOCIATION, INC, \ DB. 1660 PG. 367 \\\ \ D.B. 1643 PG_ 641 (PLAT) PARCEL ID: 04684-00-00-000A2 � % 6'k• r \�1\_ _/..- C \ QS 1.349 ACRES e 6 Y •`` b .rye®W�EO /IBIS 1 STORY STUCOD FF=523-521 0 BUILDING M 3.150 SQ. FT. 3 9 ' 4Ee. Sr f d � 1 I •!9• 1 W 1 I \ I / / 1 A 1 I, �'' ©e � I'• Il tl '=Pi ca '' // •� see g I smE'•AM' -�K i6A3 /Js VARIABLE WDTH STORM DRAIN EASEMENT D.B. 1643 PG. 641 (PUT) 0 APPROMMATE LOCATION 20' ACSA WATERLINE EASEMENT D.B. 1452 PG, 105 1 D.S. 1739 PG. 532 VICINITY YAP SCALE I" = 2"' LEGEND ,�e DECIDUOUS TREE 0 SHRUB • BOLLARD 9h�. HANDICAP PARKING/RAMP BENCHMARK 0 CLEANI 0 ELECTRIC METER O) TELEPHONE MANHOLE ® TELEPHONE VAULT © ELECTRIC BOX ® HVAC UNIT EM ELECTRIC VAULT T SIGN 06 WATER VALVE 0 WATER METER 0 WATER MANHOLE III CRATE INLET 0 DRAINAGE MANHOLE 0 SANITARY MANHOLE O LIGHT POLE �A GROUND LIGHT -----+•------ UNDERGROUND TELEPHONE ----ft - UNDERGROUND ROM-OPTIC -----W------ UNDERGROUND ELECTRIC —••--�—••— UNDERGROUND IRRIGATION -- - - -•- - - - -•- UNDERGROUND WATER —rr_w--w•—•I,�- UNDERGROUND TRAFFIC =$�P,"TH Op 6P wn� l m:: o Lic. 0. 2833 �- E 2L C4D mnr+D� ALTAIIMM LAND Jm=ff SURMY OP f "s AM" OP LAND LWAIRW ON T/SIdF iv&rj f Lf" OP SEAMAULB TRAIL JENNINGSTEPHENSON P.C. 'U'SU s GLEN , d LAND SURVEYORS :Lib, PHOXNE V 6 PLANNERS FA N N U U O N N Q ° 0 T ° E Y 0 0 0 r 3 N N v 0 U 0 N N ° E ° s T Y T 0 0 a ° ° ° � O a o ri � r � c � 3 � Y s o .L Y 's s E n C U 0 0 N � r Q j o � U o o m i a 0 N a c E Y ' O c ° N o Y U U � N n m n ° a s m ti o v o S1 ; D D Y U > L J 3 nl o Y ° c O Ewo N V O �a �a a N ti Y 0 T �T n � E ° U � N � � C N A U N o � Y E J in c o ° 0 J o a Y � ° ` L O c� c C N Y � a O N c 0 ° Y fN U d 3 n c o ° n a n ° c 0 � U L L A Y E s � s 0 N " A E � U D O 0 N 0 F 1 LEGAL DESCRIPTION BEGINNING AT A POINT ON THE SOUTH LINE OF SEMINOLE TRAIL (U.S. ROUTE 29) MARKED P.O.B.; SAID POINT BEING WEST 101.81' FROM THE INTERSECTION OF THE WEST LINE OF TIMBERWOOD of BOULEVARD EXTENDED; THENCE LEAVING THE SOUTH LINE OF SEMINOLE TRAIL S48'40'35"E 29.65' TO A POINT; THENCE S41'20'39"E 91.33' TO A POINT; THENCE N82°57'17"E 40.31' TO A POINT; y.\`�`� THENCE S03°45'19"E 206.72' TO A POINT ON THE NORTH LINE OF FORTUNE PARK ROAD; THENCE yC ALONG THE NORTH LINE OF FORTUNE PARK ROAD S84°54'46"W 21.98' TO A POINT; THENCE ALONG A CURVE TO THE LEFT HAVING A LENGTH OF 127.17', A RADIUS OF 325.00', A CHORD BEARING OF S73'42'09"W AND A CHORD OF 126.37' TO A POINT; THENCE LEAVING THE NORTH Q o ��`5�� LINE OF FORTUNE PARK ROAD N47°47'00"W 213.61' TO A POINT ON THE SOUTH LINE OF ��o'QS ROD SEMINOLE TRAIL; THENCE ALONG THE SOUTH LINE OF SEMINOLE TRAIL N46°42'45"E 35.87' TO A FIND. n POINT; THENCE N41°13'50"E 211.10' TO THE POINT OF BEGINNING; MARKED P.O.B.: AND O.B. CONTAINING 1.349 ACRES. by X/x oet AQ'P/ / K / O yuu FN V / RidDom / n� gI5� S22\ L� yid / \ 7 / DIRECTIONAL ARROWS AND STRIPING TO BE REMOVED FL=515. 0 v \EXISTING CANOPY, EXISTING COVER, - AND EXISTING AUTOMATIC TELLER �E MACHINES TO BE REMOVED GREEN CLEAN CHAROTTESVILLE LLC D.B. 5469 PG. 303 D.B. 1643 PG. 641 (PLAT) PARCEL ID: 046134-00-00-001DO FOREST LAKES COMMUNITY ASSOCIATION, INC. D.B. 1860 P 367 �, !y \ \ D.B. 1643 PG. 644 1 (PLAT) � / \ \ PARCEL ID: 046B4-00-00-000A2 / ell/ �� \ / \ \� s9 O r O P Jo Q •\ a /\ \ see \ ` \ / tAll `ro-d Rl R D \ \/ B\\�FND. N82'5/ 1 1 F � \\ \ Eh�i�ELED S01 /,e / / \ \ V .17 \ W / 9 5 22 - - `� DIRECTIONAL ARROWS TO BE G / `\ 8 REMOVED (TYP) / 1 4;D EXISTING WATER METER TO REMAIN 6 // �e APPROXIMATE LOCATION OF EXISTING 1" EXISTING WATER SERVICE, CONTRACTOR TO FIELD OC VERIFY, REMOVE, AND REPLACE j ^ry CONC. .• p / REMOVE HANDICAP STRIPING,i' I 5 REA SA 88 1�l #1815 .•� 1 I� / ss, 1 STORY ® ® I s Im 16 STUCCO a I �I APPROXIMATE LOCATION ` FF=523.0 I \ 20' ACSA WATERLINE BUILDING HT=22't ss• �� / �! \ EASEMENT 3 3,150 SQ. FT. P �i. ,/ �� ` I ` D.B. 1482 PG. 105 B. 1739 PG. 532 STRIPING TO BE REMOVED ?7 Ila 9 / APPROXIMATE LOCATION OF SANITARY SEWER LATERAL. C / CONTRACTOR TO FIELD VERIFY soc / TV 15��71 G \ nA SOC IP /R� \ W0 20.360- / Cyr I I II bl�R C SELED Q ON -520 EXISTINGG ENTRANCE TO SERVE AS POLE BASE m CONSTRUCTION ENTRANCE. SWEEP \=520.20 a // AS NEEDED TO PREVENT SEDIMENT ROD FND. \ \ / / FROM ENTERING THE RIGHT-OF-WAY FIND. 21 c \ S84'54 46"W �p�aa�ls.os n 20' ACSA SANITARY //d L�513.1'B-_ -519 e SIDEWALK SEWER EASEMENT /\\\ \ S `' D.B. 1482 PG. 105 / \ G 519 D.B. 1739 PG. 532 / / /\ \ ® N F ER P� 1 .30 0 K gOAD / / �� \ \ �� �Q 5oR LINES pA R /� D h 517 1 FND. 1 1 / TOP=516.46 1 X FL=511.95 VARIABLE WIDTH STORM DRAIN EASEMENT / / S D.B. 1643 PG. 641 (PLAT) 49 DEMOLITION SHEET NOTES: w Q 1. ALL EXISTING FEATURES OUTSIDE LIMITS OF DISTURBANCE ARE TO BE PROTECTED THROUGHOUT CONSTRUCTION. 2. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR z COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48—HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 3. TOTAL LIMITS OF DISTURBANCE FOR PROJECT IS 2,490 SF z LEGEND LOD ply] SOC SOC LIMITS OF DISTURBANCE IP INLET PROTECTION SOC SILT SOC REMOVE REMOVE GRAPHIC SCALE IN FEET 0 10 20 40 N N L ">'D Z � = O N U n W H W N Q m o Q U) �z U Q cj� X Z o>QLo Qo oo} of o D J W r m N L Y W W N d' O cn Z N Z o Oar N Ln 4 ' d z Z - U J � N W N O = O W N n m r 00 Q \ m oo o In Q 0 m o Q( \ w z z Y Y ¢ ¢ w Of V w 0 0 U O/ Q Z O z 0 O z J z 2 0� LU Lu 0 LLJ I 1 Z Lu Lu LL I f_ LL 00 LL 0 LL VJ Y 0 o cf) Y Q Ia- U a U 2i a_co O z M� O U) Q w J I— Q ) iE m Q SHEET NUMBER CD100 U C N N U U N a 0 0 T m E Y 0 T 0 2 3 0 N ti N 0 U 0 N a 0 0 E Y 0 3 0 D o n o 0 � o 11 ' � o � o � o J c N m N 3 L n „ c � 0 0 i 3 Q m E N U > o � N Y L `o t 1 0 C U � C 0 `o N � y a U P � a n E o � n o I o 7l m �I N v � %1 b � D N 0 a m > o J I o n s s Y s 3 E o 3 m N o N '4 o ti a w � U a � N n � E s U p T 11 0 Q � Y c Y � Q Z N n 11 � U N N � o 11 c v E J N c 0 c 0 0 U N J o a Y � N y 2 `o 0 1 ,a; c v o C N 0 a O N i c y fN U d 3 n� c 0 0 n a n � 0 � U N O L t A .. S_ E s O � � s � o A E � U D O 0 N 0 F 1 PROJECT DESCRIPTION: THE SITE IS LOCATED ON FORTUNE PARK RD IN CHARLOTTESVILLE, VIRGINIA. THE DEVELOPMENT CONSISTS OF EXTENDING THE EXISTING DRIVE-THRU FACILITY BY REMOVING AND INSTALLING NEW DRIVE-THRU EQUIPMENT. THE DEVELOPER WILL ALSO INSTALL A COVERED PATIO AND TWO SMALLER DRIVE -THROUGH CANOPIES, TO BE COMPLETED BY OTHERS. THE PROJECT IS LOCATED ON ONE PARCEL CONSISTING OF 1.35 ACRES AND 2490 SF OF LAND DISTURBANCE IS PROPOSED. EXISTING SITE CONDITIONS: THE SITE IS CURRENTLY DEVELOPED AND THE FLOW PATTERNS WILL REMAIN THE SAME AFTER DEVELOPMENT. THE SITE DRAINS TO JEFFERSON DAMS HIGHWAY. THE WATERSHED IN WHICH THE SITE IS LOCATED IS POWELL CREEK. ADJACENT AREAS: AREAS BEYOND THE LIMITS OF DISTURBANCE SHALL NOT BE IMPACTED BY THE DEVELOPMENT OR FOLLOWING CONSTRUCTION. SOILS DESCRIPTION: THE SOIL ON SITE IS LISTED AS MADE LAND. THESE FINDINGS ARE BASED OFF THE UNITED STATES DEPARTMENT OF AGRICULTURE (USDA) WEB SOIL SURVEY. A DESCRIPTION OF THE PREDOMINANT SOIL COMPONENTS IS DESCRIBED BELOW: ELIOAK LOAM AND SIMILAR SOIL MAKES UP 80 PERCENT OF THE MAP UNIT. SLOPES ARE 2 TO 7 PERCENT. THIS COMPONENT IS ON HILLSLOPES. THE PARENT MATERIAL CONSISTS OF RESIDUUM WEATHERED FROM MICA SCHIST. DEPTH TO A RESTRICTIVE FEATURE IS MORE THAN 80 INCHES AND THE DEPTH TO WATER TABLE IS MORE THAN 80 INCHES. THE SITE IS LOCATED IN A WELL DRAINED DRAINAGE CLASS. AVAILABLE WATER SUPPLY IS 0 TO 60 INCHES. THERE IS NO FREQUENCY OF FLOODING NOR PONDING. THIS LAND DOES NOT HAVE A HYDRIC SOIL RATING, IT IS IN THE HYDROLOGIC SOIL GROUP: B, AND THE LAND CAPABILITY CLASSIFICATION (NONIRRIGATED) IS 2E. CRITICAL EROSION ZONES: THERE ARE NO CRITICAL EROSION ZONES ON THE SITE. MANAGEMENT STRATEGIES: 1. CONSTRUCTION WILL BE SEQUENCED SO THAT GRADING OPERATIONS CAN BEGIN AND END AS QUICKLY AS POSSIBLE. 2. TEMPORARY SEEDING OR OTHER STABILIZATION WILL FOLLOW IMMEDIATELY AFTER GRADING. 3. AREAS WHICH ARE NOT TO BE DISTURBED WILL BE CLEARLY MARKED BY FLAGS, SIGNS, ETC. 4. THE RESPONSIBLE LAND DISTURBER WILL BE ACCOUNTABLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL PRACTICES. 5. AFTER ACHIEVING ADEQUATE STABILIZATION, THE TEMPORARY E&S CONTROLS WILL BE CLEANED UP AND REMOVED. PERMANENT STABILIZATION: ALL DISTURBED AREAS WILL BE STABILIZED NTH PERMANENT SODDING OR SEEDING IMMEDIATELY FOLLOWING FINAL GRADING. SEEDING WILL BE DONE IN ACCORDANCE WTH THE LANDSCAPE PLAN. MULCH WILL BE USED ON RELATIVELY FLAT AREAS. IN ALL SEEDING OPERATIONS, SEED, FERTILIZER, AND LIME WILL BE APPLIED PRIOR TO MULCHING. MAINTENANCE: IN GENERAL, ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CHECKED DAILY, AFTER EVERY SIGNIFICANT RAINFALL (0.5"IN A 24-HOUR DURATION), AND IN ACCORDANCE NTH THE STORMWATER POLLUTION PREVENTION PLAN. THE FOLLOWING ITEMS WILL BE CHECKED IN PARTICULAR: 1. THE CONSTRUCTION ENTRANCE SHALL BE CHECKED REGULARLY FOR SEDIMENT BUILDUP WHICH WILL PREVENT THE CLEANING OF THE WHEELS OF CONSTRUCTION TRAFFIC. IF CONSTRUCTION ENTRANCE IS CLOGGED BY SEDIMENT, IT SHALL BE REMOVED AND CLEANED OR REPLACED. 2. THE SILT FENCE BARRIERS SHALL BE CHECKED REGULARLY FOR UNDERMINING OR DETERIORATION OF THE FABRIC. SEDIMENT SHALL BE REMOVED WHEN THE LEVEL OF SEDIMENT DEPOSITION REACHES HALF WAY TO THE TOP OF THE BARRIER. 3. INLET PROTECTION SHALL HAVE SEDIMENT REMOVED AND THE TRAP RESTORED WHEN THE SEDIMENT HAS ACCUMULATED TO ONE HALF THE DESIGN DEPTH OF THE TRAP. 4. THE SEEDED AREAS SHALL BE CHECKED REGULARLY TO ENSURE THAT A GOOD STAND IS MAINTAINED. AREAS SHALL BE FERTILIZED AND RESEEDED AS NEEDED TO ESTABLISH AND MAINTAIN A GOOD STAND OF VEGETATION. EROSION AND SEDIMENT CONTROL MEASURES: THE FOLLOWING EROSION AND SEDIMENT CONTROL MEASURES ARE INCLUDED IN THE SITE DESIGN. ALL MEASURES SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE NTH THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK (VESCH). SILT SOC: SILT SOC IS INCLUDED AROUND THE PERIMETER OF THE SITE DURING CONSTRUCTION AS A MEANS OF PREVENTING SEDIMENT FROM LEAVING THE SITE. INLET PROTECTION: INLET PROTECTION IS INCLUDED ON ALL EXISTING INLETS IMMEDIATELY SURROUNDING THE SITE TO MINIMIZE THE POSSIBILITY OF SEDIMENT ENTERING INTO THE EXISTING STORM SEWER SYSTEM DURING CONSTRUCTION. INLET PROTECTION SHALL BE INSTALLED ON ALL PROPOSED INLETS AS THEY ARE INSTALLED. TEMPORARY SEEDING: ALL AREAS THAT HAVE NOT REACHED FINAL GRADE AND WILL BE LEFT DORMANT FOR MORE THAN 14 DAYS BUT LESS THAN ONE YEAR WILL BE SEEDED NTH FAST GERMINATING TEMPORARY VEGETATION IMMEDIATELY FOLLOWING GRADING. SELECTION OF THE SEED MIXTURE WILL DEPEND ON THE TIME OF YEAR IT AS APPLIED BUT WILL BE IN ACCORDANCE NTH VESCH STANDARDS. PERMANENT SEEDING/SODDING/FERTILIZATION: ALL OFF -SITE UNPAVED OPEN AREAS THAT HAVE REACHED FINAL GRADE WILL BE PERMANENTLY SEEDED IMMEDIATELY FOLLOWING GRADING. PERMANENT SEEDING AND FERTILIZATION WILL FOLLOW THE PLANTING SCHEDULE PROVIDED IN THE SITE PLANS. ALL ON -SITE UNPAVED OPEN AREAS THAT HAVE REACHED FINAL GRADE WILL BE PERMANENTLY SEEDED OR SODDED AND FERTILIZED IMMEDIATELY FOLLOWING GRADING. SEQUENCE OF CONSTRUCTION PHASE I 1. OBTAIN NECESSARY PERMITS BEFORE THE START OF CONSTRUCTION. 2. INSTALL SILT SOC AND INLET PROTECTION ON EXISTING STORM WATER STRUCTURES. 3. BEGIN DEMOLITION OF VEGETATION, CONCRETE PATIO AND SIDEWALK, ETC. 4. STABILIZATION FOR ALL AREAS TO REMAIN DENUDED FOR A PERIOD OF FOURTEEN (14) DAYS OR LONGER SHALL BE INITIATED NTHIN TWENTY-FOUR (24) HOURS AFTER CONSTRUCTION ACTIVITY CEASES IN THESE AREAS. TEMPORARY SEEDING STABILIZATION SHALL BE APPLIED WTHIN SEVEN (7) DAYS OF INITIATION. PHASE II 1. PROMPTLY STABILIZE AREAS TO BE VEGETATED AS THEY ARE BROUGHT TO FINAL GRADE. 2. INSTALL DRIVE-THRU EQUIPMENT, BOLLARDS AND ANY OTHER IMPROVEMENTS DETAILED ON THE SITE PLAN. 3. PLACE TOPSOIL ON ALL LANDSCAPE AREAS. SOD OR MULCH ALL DENUDED AREAS. 4. REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES IN ACCORDANCE NTH THE LATEST EDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. DO NOT REMOVE EROSION CONTROL MEASURES UNTIL THE ENTIRE SITE HAS BEEN PERMANENTLY STABILIZED. NOTE: THE SEQUENCE OF CONSTRUCTION SHOWN ABOVE IS A GENERAL OVERVIEW AND IS INTENDED TO CONVEY THE GENERAL CONCEPTS OF THE EROSION CONTROL DESIGN AND SHOULD NOT BE RELIED UPON FOR CONSTRUCTION PURPOSES. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR DETAILED PHASING AND CONSTRUCTION SEQUENCING NECESSARY TO CONSTRUCT THE PROPOSED IMPROVEMENTS INCLUDED IN THESE PLANS. THE CONTRACTOR SHALL NOTIFY ENGINEER IN WRITING IMMEDIATELY, PRIOR TO AND/OR DURING CONSTRUCTION IF ANY ADDITIONAL INFORMATION ON THE CONSTRUCTION SEQUENCE IS NECESSARY. CONTRACTOR IS SOLELY RESPONSIBLE FOR COMPLYING NTH THE REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION AND ALL OTHER APPLICABLE LAWS. VIRGINIA EROSION AND SEDIMENT CONTROL PLAN MINIMUM STANDARDS (MS) CHECKLIST YES N/A 4VAC50-30-40 MINIMUM STANDARDS DESCRIBE HOW MS IS ADDRESSED ON PLAN X MS1. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS PERMANENT OR TEMPORARY SOIL STABILIZATION IS SHOWN ON THE EROSION AND SEDIMENT REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT CONTROL PLAN AND PERMANENT SEEDING (FINAL STABILIZATION) IS SHOWN ON THE SITE MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN 14 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO PLAN. AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. X MS2; DURING CONSTRUCTION OF THE PROJECT, SOIL STOCK PILES AND BORROW AREAS SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT SILT SOC IS PLACED ON THE EROSION AND SEDIMENT CONTROL PLAN TO FILTER DRAINAGE TRAPPING MEASURES. THE APPLICANT IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL PRIOR TO SHEET FLOWING OFF THE SITE. STOCKPILES ON SITE AS WELL AS BORROW AREAS AND SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. X MU. A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. PERMANENT ALL DENUDED AREAS ARE SHOWN WITH EITHER SODDING, SEEDING OR MULCHING ON THE SITE VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT IS UNIFORM, MATURE ENOUGH TO SURVIVE PLAN. AND WILL INHIBIT EROSION. X M54; SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE AS PROVIDED IN THE SEQUENCE OF CONSTRUCTION, SILT SOC AND INLET PROTECTION ON CONSTRUCTED AS A FIRST STEP IN ANY LAND -DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE EXISTING STRUCTURES ARE TO BE INSTALLED BEFORE CLEARING AND GRUBBING OF THE SITE TAKES PLACE. BEGINS. X MSS: STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER NO DAMS, DIKES, OR DIVERSIONS ARE PROPOSED. INSTALLATION. X MM SEDIMENT TRAPS AND SEDIMENT BASINS SHALL BE DESIGNED AND CONSTRUCTED BASED UPON THE TOTAL DRAINAGE AREA TO BE NO SEDIMENT TRAP IS PROPOSED. SERVED BY THE TRAP OR BASIN. A. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT TRAP SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA AND THE TRAP SHALL ONLY CONTROL DRAINAGE AREAS LESS THAN THREE ACRES. B. SURFACE RUNOFF FROM DISTURBED AREAS THAT IS COMPRISED OF FLOW FROM DRAINAGE AREAS GREATER THAN OR EQUAL TO THREE ACRES SHALL BE CONTROLLED BY A SEDIMENT BASIN. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT BASIN SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA. THE OUTFALL SYSTEM SHALL, AT A MINIMUM, MAINTAIN THE STRUCTURAL INTEGRITY OF THE BASIN DURING A 25-YEAR STORM OF 24-HOUR DURATION. RUNOFF COEFFICIENTS USED IN RUNOFF CALCULATIONS SHALL CORRESPOND TO A BARE EARTH CONDITION OR THOSE CONDITIONS EXPECTED TO EXIST WHILE THE SEDIMENT BASIN IS UTILIZED. X MSZ CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION. SLOPES THAT ARE FOUND TO NO SLOPES PROPOSED. BE ERODING EXCESSIVELY WITHIN ONE YEAR OF PERMANENT STABILIZATION SHALL BE PROVIDED WITH ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED. X MS9; CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR ANY RUNOFF DOWN FILL SLOPES IS SHEET FLOW AND THEREFORE SHOULD NOT ERODE THE PERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE. SOILS. X MM WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE PROVIDED. ALL SLOPE FACES ARE GRADED TO MATCH EXISTING DRAINAGE PATTERNS AND DRAIN TOWARDS EXISTING INLETS. X MS10 ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT -LADEN WATER NO INSTALLATION OF PROPOSED STORMWATER INLETS ARE PROPOSED. CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. X RM BEFORE NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS OR PIPES ARE MADE OPERATIONAL, ADEQUATE OUTLET PROTECTION THERE ARE NO PROPOSED STORMWATER CONVEYANCE CHANNELS OR PIPES. AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE INSTALLED IN BOTH THE CONVEYANCE CHANNEL AND RECEIVING CHANNEL. X MS12; WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT NO WORK IN A LIVE WATERCOURSE IS ANTICIPATED. TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION. NONERODIBLE MATERIAL SHALL BE USED FOR THE CONSTRUCTION OF CAUSEWAYS AND COFFERDAMS. EARTHEN FILL MAY BE USED FOR THESE STRUCTURES IF ARMORED BY NONERODIBLE COVER MATERIALS. )( MS13 WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES MORE THAN TWICE IN ANY SIX-MONTH PERIOD, A TEMPORARY NO VEHICLE CROSSINGS OVER A LIVE WATERCOURSE ARE ANTICIPATED. VEHICULAR STREAM CROSSING CONSTRUCTED OF NONERODIBLE MATERIAL SHALL BE PROVIDED. X MS14: ALL APPLICABLE FEDERAL, STATE AND LOCAL CHAPTERS PERTAINING TO WORKING IN OR CROSSING LIVE WATERCOURSES SHALL BE MET. NO CROSSINGS OVER OR WORK WITHIN A LIVE WATERCOURSE ARE ANTICIPATED. X M516: THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY AFTER WORK IN THE WATERCOURSE IS COMPLETED. NO WORK IN A LIVE WATERCOURSE IS ANTICIPATED. X MS16: UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE NO UTILITY WORK IS REQUIRED ON THIS PROJECT. CRITERIA: A. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME. B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF -SITE PROPERTY. D. MATERIAL USED FOR BACKFILUNG TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION. E. RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THIS CHAPTER. F. APPLICABLE SAFETY CHAPTERS SHALL BE COMPLIED WITH. X MS17; WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED OR PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE THE SOUTHERN PAVED ENTRANCE TO THE SITE WILL SERVE AS A CONSTRUCTION ENTRANCE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PAVED OR PUBLIC ROAD AND IS TO BE SWEPT AS NEEDED AND SWEPT AT THE END OF EACH WORKING DAY. SURFACE THE ROAD SURFACE SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS PROVISION SHALL APPLY TO INDIVIDUAL DEVELOPMENT LOTS AS WELL AS TO LARGER LAND -DISTURBING ACTIVITIES. X MS16: ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR THE LAST STEP IN THE SEQUENCE OF CONSTRUCTION STATES "REMOVE ALL TEMPORARY AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE VESCP AUTHORITY. TRAPPED SEDIMENT EROSION AND SEDIMENT CONTROL MEASURES IN ACCORDANCE WITH THE LATEST EDITION OF AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. DO NOT REMOVE EROSION PREVENT FURTHER EROSION AND SEDIMENTATION. CONTROL MEASURES UNTIL THE ENTIRE SITE HAS BEEN PERMANENTLY STABILIZED." X MS12 PROPERTIES AND WATERWAYS DOWNSTREAM FROM DEVELOPMENT SITES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION, EROSION AND DURING CONSTRUCTION THERE ARE NO CHANGES TO THE PROPOSED DRAINAGE AREAS OR DAMAGE DUE TO INCREASES IN VOLUME, VELOCITY AND PEAK FLOW RATE OF STORMWATER RUNOFF FOR THE STATED FREQUENCY STORM OF FLOWS. 24-HOUR DURATION IN ACCORDANCE WITH THE FOLLOWING STANDARDS AND CRITERIA. STREAM RESTORATION AND RELOCATION PROJECTS THAT INCORPORATE NATURAL CHANNEL DESIGN CONCEPTS ARE NOT MAN-MADE CHANNELS AND SHALL BE EXEMPT FROM ANY FLOW RATE CAPACITY AND VELOCITY REQUIREMENTS FOR NATURAL OR MAN-MADE CHANNELS: A. CONCENTRATED STORMWATER RUNOFF LEAVING A DEVELOPMENT SITE SHALL BE DISCHARGED DIRECTLY INTO AN ADEQUATE NATURAL OR MAN-MADE RECEIVING CHANNEL, PIPE OR STORM SEWER SYSTEM. FOR THOSE SITES WHERE RUNOFF IS DISCHARGED INTO A PIPE OR PIPE SYSTEM, DOWNSTREAM STABILITY ANALYSES AT THE OUTFALL OF THE PIPE OR PIPE SYSTEM SHALL BE PERFORMED. B. ADEQUACY OF ALL CHANNELS AND PIPES SHALL BE VERIFIED IN THE FOLLOWING MANNER: 1) THE APPLICANT SHALL DEMONSTRATE THAT THE TOTAL DRAINAGE AREA TO THE POINT OF ANALYSIS WITHIN THE CHANNEL IS ONE HUNDRED TIMES GREATER THAN THE CONTRIBUTING DRAINAGE AREA OF THE PROJECT IN QUESTION; OR 2) (A) NATURAL CHANNELS SHALL BE ANALYZED BY THE USE OF A TWO-YEAR STORM TO VERIFY THAT STORMWATER WILL NOT OVERTOP CHANNEL BANKS NOR CAUSE EROSION OF CHANNEL BED OR BANKS. (B) ALL PREVIOUSLY CONSTRUCTED MAN-MADE CHANNELS SHALL BE ANALYZED BY THE USE OF A TEN-YEAR STORM TO VERIFY THAT STORMWATER WILL NOT OVERTOP ITS BANKS AND BY THE USE OF A TWO-YEAR STORM TO DEMONSTRATE THAT STORMWATER HALL NOT CAUSE EROSION OF CHANNEL BED OR BANKS; AND (C) PIPES AND STORM SEWER SYSTEMS SHALL BE ANALYZED BY THE USE OF A TEN-YEAR STORM TO VERIFY THAT STORMWATER WILL BE CONTAINED WITHIN THE PIPE OR SYSTEM. C. IF EXISTING NATURAL RECEIVING CHANNELS OR PREVIOUSLY CONSTRUCTED MAN-MADE CHANNELS OR PIPES ARE NOT ADEQUATE, THE APPLICANT SHALL: 1)IMPROVE THE CHANNELS TO A CONDITION WHERE A TEN-YEAR STORM WILL NOT OVERTOP THE BANKS AND A TWO-YEAR STORM WILL NOT CAUSE EROSION TO CHANNEL THE BED OR BANKS; OR 2) IMPROVE THE PIPE OR PIPE SYSTEM TO A CONDITION WHERE THE TEN-YEAR STORM IS CONTAINED WITHIN THE APPURTENANCES; 3) DEVELOP A SITE DESIGN THAT WILL NOT CAUSE THE PRE -DEVELOPMENT PEAK RUNOFF RATE FROM A TWOYEAR STORM TO INCREASE WHEN RUNOFF OUTFALLS INTO A NATURAL CHANNEL OR WILL NOT CAUSE THE PREDEVELOPMENT PEAK RUNOFF RATE FROM A TEN-YEAR STORM TO INCREASE WHEN RUNOFF OUTFALLS INTO A MANMADE CHANNEL; OR 4) PROVIDE A COMBINATION OF CHANNEL IMPROVEMENT, STORMWATER DETENTION OR OTHER MEASURES WHICH IS SATISFACTORY TO THE VESCP AUTHORITY TO PREVENT DOWNSTREAM EROSION. D. THE APPLICANT SHALL PROVIDE EVIDENCE OF PERMISSION TO MAKE THE IMPROVEMENTS. E. ALL HYDROLOGIC ANALYSES SHALL BE BASED ON THE EXISTING WATERSHED CHARACTERISTICS AND THE ULTIMATE DEVELOPMENT CONDITION OF THE SUBJECT PROJECT. F.IF THE APPLICANT CHOOSES AN OPTION THAT INCLUDES STORMWATER DETENTION, HE SHALL OBTAIN APPROVAL FROM THE VESCP OF A PLAN FOR MAINTENANCE OF THE DETENTION FACILITIES. THE PLAN SHALL SET FORTH THE MAINTENANCE REQUIREMENTS OF THE FACILITY AND THE PERSON RESPONSIBLE FOR PERFORMING THE MAINTENANCE. G. OUTFALL FROM A DETENTION FACILITY SHALL BE DISCHARGED TO A RECEIVING CHANNEL, AND ENERGY DISSIPATORS SHALL BE PLACED AT THE OUTFALL OF ALL DETENTION FACILITIES AS NECESSARY TO PROVIDE A STABILIZED TRANSITION FROM THE FACILITY TO THE RECEIVING CHANNEL. H. ALL ON -SITE CHANNELS MUST BE VERIFIED TO BE ADEQUATE. I. INCREASED VOLUMES OF SHEET FLOWS THAT MAY CAUSE EROSION OR SEDIMENTATION ON ADJACENT PROPERTY SHALL BE DIVERTED TO A STABLE OUTLET, ADEQUATE CHANNEL, PIPE OR PIPE SYSTEM, OR TO A DETENTION FACILITY. J. IN APPLYING THESE STORMWATER MANAGEMENT CRITERIA, INDIVIDUAL LOTS OR PARCELS IN A RESIDENTIAL, COMMERCIAL OR INDUSTRIAL DEVELOPMENT SHALL NOT BE CONSIDERED TO BE SEPARATE DEVELOPMENT PROJECTS. INSTEAD, THE DEVELOPMENT, AS A WHOLE, SHALL BE CONSIDERED TO BE A SINGLE DEVELOPMENT PROJECT. HYDROLOGIC PARAMETERS THAT REFLECT THE ULTIMATE DEVELOPMENT CONDITION SHALL BE USED IN ALL ENGINEERING CALCULATIONS. K. ALL MEASURES USED TO PROTECT PROPERTIES AND WATERWAYS SHALL BE EMPLOYED IN A MANNER WHICH MINIMIZES IMPACTS ON THE PHYSICAL, CHEMICAL AND BIOLOGICAL INTEGRITY OF RIVERS, STREAMS AND OTHER WATERS OF THE STATE. L. ANY PLAN APPROVED PRIOR TO JULY 1, 2014, THAT PROVIDES FOR STORMWATER MANAGEMENT THAT ADDRESSES ANY FLOW RATE CAPACITY AND VELOCITY REQUIREMENTS FOR NATURAL OR MAN-MADE CHANNELS SHALL SATISFY THE FLOW RATE CAPACITY AND VELOCITY REQUIREMENTS FOR NATURAL OR MAN-MADE CHANNELS IF THE PRACTICES ARE DESIGNED TO I. DETAIN THE WATER QUALITY VOLUME AND TO RELEASE IT OVER 48 HOURS; II. DETAIN AND RELEASE OVER A 24-HOUR PERIOD THE EXPECTED RAINFALL RESULTING FROM THE ONE YEAR, 24- HOUR STORM; AND III. REDUCE THE ALLOWABLE PEAK FLOW RATE RESULTING FROM THE 1.5, 2, AND 10-YEAR, 24-HOUR STORMS TO A LEVEL THAT IS LESS THAN OR EQUAL TO THE PEAK FLOW RATE FROM THE SITE ASSUMING IT WAS IN A GOOD FORESTED CONDITION, ACHIEVED THROUGH MULTIPLICATION OF THE FORESTED PEAK FLOW RATE BY A REDUCTION FACTOR THAT IS EQUAL TO THE RUNOFF VOLUME FROM THE SITE WHEN IT WAS IN A GOOD FORESTED CONDITION DIVIDED BY THE RUNOFF VOLUME FROM THE SITE IN ITS PROPOSED CONDITION, AND SHALL BE EXEMPT FROM ANY FLOW RATE CAPACITY AND VELOCITY REQUIREMENTS FOR NATURAL OR MAN-MADE CHANNELS AS DEFINED IN ANY REGULATIONS PROMULGATED PURSUANT TO § 10.1-562 OR 10.1-570 OF THE ACT. M. FOR PLANS APPROVED ON AND AFTER JULY 1, 2014, THE FLOW RATE CAPACITY AND VELOCITY REQUIREMENTS OF § 10.1-561 A OF THE ACT AND THIS SUBSECTION SHALL BE SATISFIED BY COMPLIANCE WITH WATER QUANTITY REQUIREMENTS IN THE STORMWATER MANAGEMENT ACT (§ 10.1-603.2 ET SEQ. OF THE CODE OF VIRGINIA) AND ATTENDANT REGULATIONS, UNLESS SUCH LAND -DISTURBING ACTIVITIES ARE IN ACCORDANCE WITH 4VAC50-60-48 OF THE VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP) PERMIT REGULATIONS. N. COMPLIANCE WITH THE WATER QUANTITY MINIMUM STANDARDS SET OUT IN 4VAC50-60-66 OF THE VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP) PERMIT REGULATIONS SHALL BE DEEMED TO SATISFY THE REQUIREMENTS OF MINIMUM STANDARD 19. 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ON \ CONTRACTOR TO/ 520 POLE BASE FIELD VERIFY =520.20 - - Q / I ROD ROD \ "//� FND. FND. 21.98' DUMPSTER ENCLOSURE - 18.08 \ S84°54'46"W :" yL=513.T15--.., -51$� ?w 20' ACSA SANITARY u�/\ � 9_ 2 SIDEWALK SEWER EASEMENT \ s �" wv D.B. 1482 PG. 105 \ 519 ► " D.B. 1739 PG. 532 r r e • AN F ER TOP- 1 .30 C� ROAD / c� `\ FL=51 _� 516 - NE PARK m U / D^ 517 1 / FND. 1 TOP=516.46 1 FL=511.95 VARIABLE WIDTH IDEW� STORM DRAIN EASEMENT / D.B. 1643 PG. 641 (PLAT) c� PAVING LEGEND: 4" CLASS A3 CONCRETE n 4.. -I I -III I I -III -III -III -III -I I I 4" 218 AGGREGATE SUBGRADE - STABLE AND COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE SOILS STANDARD PROCTOR METHOD MAX. DRY DENSITY (ASTM-d1557) TO A DEPTH 8" MIN. BELOW SUBGRADE ELEVATION. CONCRETE PAVEMENT SECTION NOT TO SCALE GRADING LEGEND: - 12.0- - - EXISTING CONTOUR LINE x s.sSME MATCH EXISTING GRADE SPOT x a.sssw SIDEWALK ELEVATION VDOT STD. CG-2 SITE NOTES: 1. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. 2. TWO COATS YELLOW TRAFFIC PAINT (4" MIN. WIDTH) REQUIRED FOR PAVEMENT STRIPING EXCEPT TWO COATS BLUE TRAFFIC PAINT SHALL BE USED FOR ACCESSIBLE PARKING AREA (18" LETTERS, 2" PAINT STROKE). 3. ALL OFF -SITE UNPAVED OPEN AREAS THAT HAVE REACHED FINAL GRADE WILL BE PERMANENTLY SEEDED IMMEDIATELY FOLLOWING GRADING. PERMANENT SEEDING AND FERTILIZATION WILL FOLLOW THE PLANTING SCHEDULE PROVIDED IN THE SITE PLANS. ALL ON -SITE UNPAVED OPEN AREAS THAT HAVE REACHED FINAL GRADE WILL BE PERMANENTLY SEEDED. GRAPHIC SCALE IN FEET 0 10 20 40 I I I I I 1 1 I z I N co ro N L Qo Z > 0 ID 00 = O H W N U) m O Q L Q U) � Z U Q X Z o>�"Of ¢oor 0 o 00 w o 00 = H L Y r � N N 3 � LL I � N LL Y w N N' NO N z NZ O oO Ln Ln w U N O 7 7 Lu J w N N 0 O 13!� 00 a_00 CD w N Q Ln = u1 Q m m m _ Y 0 N ¢ o w CD vJ 3 ¢ Q cy w U w r _ 0 Z Q 7 V Z LLI `F___ U) Q Z_ W CD Qr Z LU LLl LL 00�0� LL Y Y 0 LLj L � Q U�Wv� ]L m O z 0 Q u Q r� W J I- Q U) W m Q SHEET NUMBER CS 100 0 N a 0 0 0 T E Y T c 0 0 a ° 0 c a 0 0 0 N 0 0 � 3 z « Q 3 J O 1 �t- il 3 n ` N E U /1 °o N S N 0 u o n� a U O c 1 a J o a �D c Y O c 0 0 i � N 3 C N O D 0 rn a Y N U O n m 3 n « U n s N 3 J d o xl X1 « D c — N ' U >° c o m < 0 � O 3 a Y U U E a N ,0 a J c 0 N N m N m r — N n o E > m `v U N 0 � o E n , N o ° J o a Y � `v y L 0 a c C N 3 a O c m N N a y U U n a i c 0 0 n a n ° c 0 � U � U) L t n « E .3 O m � s � m a o N « m « n 0 E n U D ° � D ~ N O F i SILT SOCK INSTALLON GUIDELINES' SLOPE INTERRUPTION A'.xA.'4 N ] TARt 5 RACED la at D �RF2tU Nrt♦ ' • 4 W . (. v pAt(nR fat s0a[ ARIA, ,...,. , ro,eMottcno t ;;tea 1 A}41rj4TEMRENCI4 W WYOE REOLIMOON STT(KR . SlOv15 TOIHSIAtE MYAf( C/10V0 COHTACI 2 SOCK F 9EOa CU%TROY THE S REA E SSE 2 TIE E T SOCK MORN AOCl/AAA1gN MAS RFACJ(D t? [4' (rrEC ir.T ' K KI4T OF SOCK 3 LOOSE TITER 1(DN WY K OAWLLED ON TW (ASLOTt SO( 01 SOCK TO r N4MNCT rY W ORVAVU oa HAOUAVOOOSTM152'.7,14',NO( )AAkE SUGGESTED PERIMETER CONTROL & OVERLAPPING roteaeeArele®a1ElWwowEaTKv. f o l ON SLOHs -..Olt4eta(. s c,u. USE A SAAC*A OR 1 THESE GUIDELINES ARE BASED UPON MANUFACTURERS L- RECOMMENDATIONS PROJECT SPECIFICATIONS MAY SUPERSEDE THESE GUIDELINES. 2 REFER TO REGULATORY AUTHORITY OR PROJECT ENGINEER FOR DETAILED INSTALLATION PROCEDURES 3 WOOD FILLER MATERIAL IS PROPERLY SIZED. BIODEGRADABLE WEED, SEED & DISEASE-.FME--AND ENVIRONMEWALLY SOUND DITCH CHECK t+4ete41tawmt A ►YRMRD OF WMLLER D(ALIErall ft? SOCKS M.L MCREASE Tr( IEE5!1W W K 101 tm OtVC1 ,Me"1NIGER RAY[TER SOCKS AM NOT READILY AVAIASLE OR EASY TO VOTAAL SPECIFICATION AND SUBMITTAL GB —7S 75 GPM Grease Interceptor for Indoor/Outdoor Use it T This unit is certified to ASME A11214.3 (Type C) and CSA B48IJ and includes Satisfies Miami DERM 99 o efficiency requirements an internal flow control. External flow control with vent not required. when at least 2 units are installed in series SUBMITTAL Standard Location: indoor/outdoor Installation: above/below grade Flow Rates / Grease Capacities: 75 GPM (4.7 L/s) / 653 lbs. Solids Capacity' 19.2 gal. Liquid Capacity, 125 gal. Weight: 130 lbs. Connections: 4" (100 mm) FPT (triple outlet) with 4" (100 mm) Plain End Adapters Cover: bolted gas/water tight composite with 16,000 lb. load rating Approval ❑ 6' Plain End Inlet/Outlet (straight -through) ❑ C24HP: H2O load rated pickable cast iron with Dual Pumpout Port Connections cover - 16,000 lbs. ❑ 6" (150 mm) plain end inlet/outlet ❑ CC2: membrane clamping collar kit (triple -outlet) ❑ PP3: Pumpout Port ❑ 6' (150 mm) male thread inlet/outlet ❑ AKI: High Water Anchor Kit (stainless steel/straight-through) Field Cut Risers ❑ -FO: Fixed outlet (straight -through only) ❑ SR24 5' - 23' ❑ PLAIN-EA-24:2' (50 mm) plain end fitting ❑ LR24 >23' - 38' ❑ PLAIN-EA-34:3" (75 mm) plain end fitting ❑ SR24 (x2) >38" - 43" ❑ FPT-EA-23: 3' x 2' (75 x 50 mm) FPT fitting ❑ SR24 + LR24 >43" - 58" ❑ FPT-EA-34:4' x 3' (100 x 75 mm) FPT fitting ❑ LR24 (x2)>58" - 72' Signature: Date: Company: Specifying Engineer: Engineering Firm: Page 1 of 4 1992 3.07 SIL T FENCE DR OP INLE T PROTECTION 2 X 4' WOOD FRAME DROP INLET WITH GRATE T 15' MAX. FRAME V3'M I N. GATHER ESS ATCORNERS PERSPECTIVE VIEWS STAKE II �4 y� FABRIC III I . 1' MIN. ELEVATION OF STAKE AND ` FABRIC ORIENTATION DETAIL A SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER THAN 5%) WHERE THE INLET SHEET OR OVERLAND FLOWS (NOT EXCEEDING 1 C.F.S.) ARE TYPICAL. THE METHOD SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH AS IN STREET OR HIGHWAY MEDIANS. Source: N.C. Erosion and Sediment Control Planning and Design Manual, 1988 Plate 3.07-1 TS TABLE 3.31-B (REVISED JUNE 2003) TEMPORARY SEEDING SPECIFICATIONS QUICK REFERENCE FOR ALL REGIONS SEED APPLICATION DATES SPECIES APPLICATION RATES SEPT. 1 - FEB. 15 50150 mix of annual ryegrass (lolium multi-florum) and cereal (winter) rye (secale cereale) 50-100 lbs./acre FEB. 16 - APR. 30 Annual ryegrass (lolium multi-florum) 60-100 lbs./acre MAY 1 - AUG. 31 German Millet 50 lbs./acre FERTILIZER & LIME e Apply 10-10-10 fertilizer at a rate of 400 lbs./acre (or 10 Ibs./1,000 sq. ft.) e Apply Pulverized Agriculture Limestone at a arate of 2 tons/acre (or 90 Ibs./1,000 sq. ft.) NOTE: - A soil test is necessary to determine the actual amount of lime required to adjust the soil pH of site. - Incorporate the lime and fertilizer into the top 4 - 6 inches of the soil by disking or by other means. - When applying Slowly Available Nitrogen, use rates available in Erosion & Sediment Control Technical Bullentin #4, 2003 Nutrient Management for Development Sites at http://www.dcr.state.va.us/sw/e&, .htm#pubs 6" CONCRETE CURB HANDICAP RAMP (SEE DETAIL) WHEEL STOP WHEEL STOP WHEEL STOP O 2 COATS O WHITE TRAFFIC O PAINT (TYP.) a" TYP. a VAN a HANDICAPPED a HANDICAPPED PARKING SPACE PARKING SPACE (TYP) TYPICAL g'-p" 8'-0"(MIN) g'_p" 8'-0"(MIN) 5'-0 NOTE: SEE SITE DEVELOPMENT PLAN TIRE SIDE OF WHEEL STOP TOFF FOR PARKING DIMENSIONS & LAYOUT FACE OF CURB (TYP.) DIMENSIONS SHOWN ARE MINIMUMS HANDICAPPED PAVEMENT STRIPING DETAIL NOT TO SCALE TABLE 3.32-E (REVISED JUNE 2003) PERMANENT SEEDING SPECIFICATIONS FOR COASTAL PLAN AREAS SEED' LAND USE SPECIES APPLICATION RATES Tall Fescue' 175-200 lbs. Minimum Care Lawn or (Commercial or Residential) Bermudagrass' 75 lbs. Tall Fescue' 200-250 lbs. or Bermudagrass' (seed) 40 lbs. (unhulled) High -Maintenance Lawn or Burmudagrass'(by other vegetative 30 lbs. (hulled) establishment method, see Std. & Spec. 3.34) Tall Fescue' 128 lbs General Slope less) Red Top Grass or Creeping red Fescue 2 lbs (3:1 or Seasonal Nurse CropZ 20 lbs TOTAL: 150 lbs tall Fescue' 93-108 lbs. Bermudagrass' 2 lbs. Low -Maintenance Slope Red Top Grass or Creeping red Fescue 0-15 lbs. (steeper than 3:1) Seasonal Nurse CropZ 20 lbs. Sericea Lespedeza3 20 lbs. TOTAL: 150 lbs. 1 - When selecting varieties of turfgrass, use the Virginia Crop Improvement Association (VCIA) recommended turfgrass variety list. Quality seed will bear a label indicating that they are approved by VCIA. A current turfgrass variety list is available at the local County Extension office or through VCIA at (804) 746-4884 or at http://sud an. Gses.vt. ed u/htm/Turf/turf/p ubl i cations/publ icati ons2. html 2 - use seasonal nurse crop in accordance with seeding dates as stated below: February, March - April .............................. Annual Rye May 18t - August ......................................... Foxtall Millet September, October - November 15th ....... Annual Rye November 16th - January ........................... Winter Rye 3 - May through October, use hulled seed. All other seeding periods, use unhulled seed. If Weeping Lovegrass is used, include in any slope or low maintenance mixture duing warmer seeding periods, increase to 30-40 lbs/acre. FERTILIZER & LIME e Apply 10-20-10 fertilizer at a rate of 500 lbs./acre (or 12 Ibs./1,000 sq. ft.) e Apply Pulverized Agriculture Limestone at a arate of 2 tons/acre (or 90 Ibs./1,000 sq. ft.) NOTE: - A soil test is necessary to determine the actual amount of lime required to adjust the soil pH of site. - Incorporate the lime and fertilizer into the top 4 - 6 inches of the soil by disking or by other means. - When applying Slowly Available Nitrogen, use rates available in Erosion & Sediment Control Technical Bullentin #4. 2003 Nutrient Management for Development Sites at O Z N (a N L Qo Z > (0 ao _ O In U r� LU LU W N Q m O Z � Z U) U Q - j< Z O > of � O �\ < ID o0 w O a0 � w = cn Y N 75 75 LL N Y W EN N EK ~ w ON Z N Z O O Q d n Ln U N N O 7 7 LU J w N O O 'Zl- CD w N = In 0' OC 0_ OC I- Q Ln U1 Q } m m } M Q (�D 0 o Z Z Q W _ Y N CD 3 Of cy = U M w 0 0 U Z O V ) U J I..L ^W V J Q Z O U Q Z W CD Q� Z 5; Imo—/ LU L L_ ILL. 0 ILL. 0 LL.�LUZ ULCLI a (� n CL m O Z r..� 0 < A/ H U CO W J Q U)�I—/� W m J Q SHEET NUMBER CD 500 U C N N U U O N N Q C O C O S T U E Y O T U J O 2 3 U U 2 N U C N N U U O N N Q C O C O T E Y 0 0 0 0 O 0 r ° n 3 � J 0 E � U J N N 2 ° n° C U o ° a a J � a E Y O `o 0 i c m `o ° N a Y N U O 3 n m s n Y I � T L y 3 v o D Sl .� � U J ° I � n N Q o > Y o U E a � t � o a T � c 0 y V m T c N (] U E � N U � w � o � m E f) J n J N 0 o ° ° N J ° D Y � N y 2 O o 1 ,a; N N C N Y � 0 a O N N � Y fN U d 3 n a n � 0 � U N O L 2 n Y 2_ E s O � � L � o n E � U D O 0 N 0 F S USDA United States Department of Agriculture MRCS Natural Resources Conservation Service A product of the National Cooperative Soil Survey, a joint effort of the United States Department of Agriculture and other Federal agencies, State agencies including the Agricultural Experiment Stations, and local participants Custom Soil Resource Report for Albemarle County, Virginia December 6, 2022 Custom Soil Resource Report Albemarle County, Virginia 27B—Elioak loam, 2 to 7 percent slopes Map Unit Setting National map unit symbol. kb8y Elevation: 360 to 790 feet Mean annual precipitation: 25 to 65 inches Mean annual air temperature: 54 to 59 degrees F Frost -free period: 195 to 231 days Farmland classification: All areas are prime farmland Map Unit Composition Elioak and similar soils: 80 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Elioak Setting Landform: Hillslopes Landform position (two-dimensional): Summit Landform position (three-dimensional): Interfluve Down -slope shape: Convex Across -slope shape: Convex Parent material: Residuum weathered from mica schist Typical profile HI - 0 to 8 inches. loam H2 - 8 to 39 inches: silty clay H3 - 39 to 79 inches: silt loam Properties and qualities Slope: 2 to 7 percent Depth to restrictive feature: More than 80 inches Drainage class: Well drained Runoff class. Medium Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high (0.20 to 1.98 in/hr) Depth to water table: More than 80 inches Frequency of flooding: None Frequency of ponding: None Available water supply, 0 to 60 inches., Moderate (about 6.6 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 2e Hydrologic Soil Group: B Ecological site: F148XY024PA - Moist, Piedmont - felsic, Upland, Mixed Oak - Hardwood - Conifer Forest Hydric soil rating: No 13 Custom Soil Resource Report 34D—Glenelg loam, 15 to 25 percent slopes Map Unit Setting National map unit symbol. 2w061 Elevation: 30 to 1,200 feet Mean annual precipitation: 34 to 46 inches Mean annual air temperature: 43 to 66 degrees F Frost -free period: 174 to 211 days Farmland classification: Farmland of statewide importance Map Unit Composition Glenelg and similar soils: 90 percent Estimates are based on observations, descriptions, and transacts of the mapunit. Description of Glenelg Setting Landform: Hillslopes Landform position (two-dimensional): Shoulder, backslope Landform position (three-dimensional): Side slope Down -slope shape: Convex Across -slope shape: Convex Parent material. Residuum weathered from mica schist Typical profile Ap - 0 to 6 inches: loam Bt - 6 to 23 inches: loam C - 23 to 65 inches: loam Properties and qualities Slope: 15 to 25 percent Depth to restrictive feature: More than 80 inches Drainage class: Well drained Runoff class: High Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high (0.57 to 1.98 in/hr) Depth to water table: More than 80 inches Frequency of flooding. None Frequency of ponding: None Available water supply, 0 to 60 inches: Very high (about 13.5 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 4e Hydrologic Soil Group: B Ecological site: F148XY024PA - Moist, Piedmont - felsic, Upland, Mixed Oak - Hardwood - Conifer Forest Hydric soil rating: No 14 a w Q Q Z 0 W 01 N N L"�'D z � = O N U n W H W N Q m O Q n U) Z � � U Q- j< Z >QLo Qo O OD O } d o D J 00 = W � Y rz � N � Y W W N � o Z NZ: Z O Oar N QA UN z cn � cn Y cn J W N O = O O � w N cn �� � a� u7 Q m r m Q(D 0 Z m Z 0 y Y N W ¢ CD W ¢ w 0 N W 0 Of 0 S 0 W Z IN— LL O IL Y U MD W I— P► W M� I..L D U) 0 U) W LLI I W W IL IL oU LL a Y aU am I— 00 SHEET NUMBER CS500 Ld J Q W M J Q a U N Q C O T E Y 0 a 0 L 3 d n 0 N U C N 0 U N N Q n E 0 s a E T a 0 0 a 0 a 0 C O O N 0 O � 3 y 0 0 1 y N 3 o � U� N E C U O O a N E 5 O C � O c m O U i o Q a 0 a > E Y U 0 0 N c `0 N o Y d o m a ON 0 n 3 � U ,I = 7 p o D � � C - N U 0 nl m Q N a a w r U a n N D y n 0 a � T C 0 ti v � � m c ` .N N n ai U U N 0 C of L o. J N 00 0 N �o Y � Y � oa C � N N � L 4 O N N N Y N U O n o 0 0 n y n � 0 � U N N L t E 3 N � 0 � � o N .- n � n U D O 0s - JJ T 246.83' F TRAF TRAF TRAF TRAF TRAF--'�\- TRAF TRAF TRAF TRAF TRAF TRAF TRAF TR F — FO — — — FO — — 6 — — FO - PLANT BED EDGE, TYP. — FO i F IN TIE INTO EXISTING PLANT BED / _ UCT — — — — UGT — — — \ — — UUGTT� �_ — —_ �T— — _ \ T - -=--UGT — — — UGT — —(�- 1 U (9R \/F tRR �� 1�V7i� I 372 's �r 3 \ 70 A I MULCH ENTIRE BED, TYP. AR \ I I H LANDSCAPE AREA © ell J \ I 1 !� 17.0' rn rn 17.2'AA \ v, SIDEWALK vP \ l 0 O yr'S o - IRR IRFWWI ^' / xx I, � TREE MULCH RING, TYP. I A J O COVER AREA .. .� IN.y W ® \ 17.0' 17.z' G 1 W \ .. : / Ir ZL- (151 �p EXISTING TREE TO REMAIN, TYP. SS 19 EXISTING SHRUB TO REMAIN, TYP. _ W RCP \ sSRs \ O sTo � FAO \ e �9SFTy \ 9J I / /\ 104Un — — — LANnS x \ / \ "GG11 ERR IRR IRR \ IRR/l IRR / ® PLANT SCHEDULE TREES I QTY 1130TANICAL NAME COMMON NAME ICONT I CAL/HT IREMARKS AR 2 Acer rubrum 'Red Sunset' Red Sunset Maple B & B 2.5"Cal Strong Central Leader, Matched. EVERGREEN TREES I QTY I BOTANICAL NAME I COMMON NAME ICONT CAL/HT IREMARKS IN 16 1 Ilex x'Nellie R. Stevens' I Nellie R. Stevens Holly IB&B 6' HT MIN. I Full To Base, Dense. LANDSCAPE REQUIREMENTS AND CALCULATIONS PER ALBEMARLE COUNTY CODE AND ARCHITECTURAL REVIEW BOARD DESIGN GUIDELINES: r REQUIRED LANDSCAPING: SITE REQUIREMENT (32.7.9.8): 10% CANOPY REQUIRED SITE AREA: 58,806 SF X .10 = 5,880.6 SF CANOPY REQUIRED: 5,881 SF EXISTING CANOPY: + 31,900 SF CANOPY PROVIDED: 1,588 SF TOTAL CANOPY PROVIDED: 33,488 SF PARKING LANDSCAPE (32.7.9.6): 5% OF PARKING PAVED AREA. 23,906 SF X .05 = 1195.3 SF REQUIRED: 1196 SF OF LANDSCAPED AREA PROVIDED: 1197 SF OF LANDSCAPED AREA LARGE SHADE TREES (2.5" CAL.) 34 PARKING SPACES (34 / 10 = 3.4) REQUIRED: 4 LARGE SHADE TREES PROVIDED: 4 LARGE SHADE TREES LARGE STREET TREE (2.5" CAL.) - 50' O.0 & SHRUBS 5' O.C. TIMBERWOOD BOULEVARD 321 LF OF FRONTAGE/50 = 6.42 TREES 321 LF OF FRONTAGE/5 = 64.2 SHRUBS REQUIRED: 7 LARGE SHADE TREES & 65 SHRUBS EXISTING: 8 LARGE SHADE TREES PROVIDED: EXISTING BERM AND VEGETATION TO REMAIN FORTUNE PARK ROAD 148 LF OF FRONTAGE/50 = 2.96 TREES 148 LF OF FRONTAGE/5 = 29.6 SHRUBS REQUIRED: 3 LARGE SHADE TREES & 30 SHRUBS EXISTING: 5 LARGE SHADE TREES & 38 SHRUBS PROVIDED: EXISTING VEGETATION TO REMAIN DUMPSTER ENCLOSURE TO BE SCREENED WITH EXISTING CONTINUOUS EVERGREEN HEDGE ENTRANCE CORRIDOR OVERLAY: LARGE SHADE STREET TREE (3.5" CAL.) - 35' O.C. W/ INTERSPERSED ORNAMENTALS (6, HT.) & SHRUBS 5' O.C. SEMINOLE TRAIL 247 LF OF FRONTAGE/35 = 7.05 TREES 247 LF OF FRONTAGE/5 = 49 SHRUBS REQUIRED: 7 LARGE SHADE TREES W/ VARIABLE ORNAMENTALS & 49 SHRUBS EXISTING: 7 LARGE SHADE TREE W/ 2 ORNAMENTALS & 65 SHRUBS PROVIDED: EXISTING VEGETATION TO REMAIN + 6 ADDITIONAL HOLLY TREES FOR SCREENING OF MENU BOARD GENERAL LANDSCAPING NOTES 1. ALL LANDSCAPING SHALL BE INSTALLED BY THE FIRST PLANTING SEASON FOLLOWING THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY WITHIN THE DEVELOPMENT. 2. ALL LANDSCAPING AND SCREENING SHALL BE MAINTAINED IN A HEALTHY CONDITION BY THE CURRENT OWNER OR A PROPERTY OWNERS' ASSOCIATION. REPLACEMENT MATERIAL SHALL COMPLY WITH THE APPROVED LANDSCAPE PLAN. 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. BOTH PROPOSED AND EXISTING LANDSCAPING PLANTS AND TREES ADJACENT TO SITE DISTANCE TRIANGLE NEED TO BE MAINTAINED BETWEEN 2 AND 7 FEED ABOVE GROUND AS CLEAR ZONE. GRAPHIC SCALE IN FEET 0 10 20 40 w Q In z 0 w 0 z N a U N z a ui �� m o 01 v m a o N n W Z U a g Z 5 4 '� \�` z S o0 z o m J 0 O N N r r � 04 N W z N z o a O N � Q N ` ' a ROBBIE D. ROACH Lic. No. 1870 .FA 11 /21 /2022 v � N30: z 0 0 of � �0 of wN v=i Q m m a 00 Q O N o } m O Q w z Z y Y ¢ in ¢ w En O U Z > J W a- Q J LU a J a- v) Z LU U ~ ()gyp p p J J 0 U LU Iq LU = I � oZ Z o} � o� UZ»L0 C!) Q wZOD Y D_ >=, U ¢Q- o Quo �U=LU F— Q (V W U) U) SHEET NUMBER LS-1