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HomeMy WebLinkAboutSDP201400051 Plan - Approved 2014-09-12Cal IL IK IJ IH IG IF IE I Ill IC IA INTERSTATE 64 QP���P1 S TE G o� 2� nVIM "N , AF El r E PROJECT NARRATIVE VICINITY MAP SCALE: 1 " =500 THE OWNER IS PROPOSING THE CONSTRUCTION OF A 10,400 SQUARE FOOT BUILDING WITH PRIVATE UTILITY EXTENTIONS. NECESSARY GRADING AND EROSION CONTROL WILL BE PERFORMED. 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). PROFFERS PURSUENT TO SECTION 33.3 OF THE ALBEMARLE COUNTY ZONING ORDINANCE, THE OWNER, OR ITS DULY AUTHORIZED AGENT HEREBY VOLUNTARILY PROFFERS THE CONDITIONS LISTED BELOW WHICH SHALL BE APPLIED TO THE PROPERTY, IF REZONED. THESE CONDITIONS ARE PROFFERED AS A PART OF THE REQUESTED REZONING AND IT IS AGREED THAT (1) THE REZONING ITSELF GIVES RISE TO THE NEED OF THE CONDITIONS; AND (2) SUCH CONDITIONS HAVE A REASONABLE RELATION TO THE REZONING REQUESTED. 1. THE FOLLOWING USES SHALL BE PROHIBITED: 22.2.1.a.3 DEPARTMENT STORE. 22.2.1.a.7 FURNITURE AND HOME APPLIANCES (SALES AND SERVICE). 22.2.1.b.22 AUTOMOBILE, TRUCK REPAIR SHOP EXCLUDING BODY SHOP. 24.2.1.2 AUTOMOBILE, TRUCK REPAIR SHOP. 24.2.1.4 BUILDING MATERIALS SALES. 24.2.1.9 FACTORY OUTLET SALES - CLOTHING AND FABRIC. 24.2.1.20 HOTELS, MOTELS AND INNS. 24.2.1.24 MODULAR BUILDING SALES. 24.2.1.25 MOTOR VEHICLE SALES, SERVICE AND RENTAL. 24.2.1.32 SALE OF MAJOR RECREATIONAL EQUIPMENT AND VEHICLES. 24.2.1.34 WHOLESALE DISTRIBUTION. 2. DEVELOPMENT OF THE PROPERTY SHALL BE IN ACCORDANCE WITH THE PLAN TITLED "AVON STREET RETAIL DEVELOPMENT" INITIALED WDF, 3/27/96. LIGHT POLE CERTIFICATION: THIS 'TOPOGRAPHIC SURVEY OF TAX MAP J77-47A- WAS COMPLETED UNDER THE DIRECT AND RESPONSIBLE CHARGE OF HOWARD L. VANCE, L.S. FROM AN ACTUAL GROUND SURVEY MADE UNDER MY SUPERVISION,' THAT THE IMAGERY AND /OR ORIGINAL DATA WAS OBTAINED ON DECEMBER 18, 2013; AND THAT THIS PLAT, MAP, OR DIGITAL GEOSPATIAL DATA INCLUDING X7ADATA RESTS MINIMUM ACCURACY STANDARDS UNLESS OTHERWISE NOTED. GOODWILL MILL CREEK DR SCOTTSVILLE DISTRICT ALBEMARLE COUNTY, VIRGINIA SHEET INDEX C1 COVER C2 EXISTING CONDITIONS & ESC PH. I PLAN C3 LAYOUT & UTILITY PLAN C4 GRADING & ESC PH. II PLAN C5 ESC NOTES C6 ESC DETAILS C7 SITE DETAILS C8 LANDSCAPE PLAN L1 LIGHTING PLAN L2 LIGHTING DETAILS LEGEND EX. INTRMDT. CONTOUR _. .� EX. INDEX CONTOUR "..., EX. SPOT ELEVATION n. EX. WATER LINE ° -� EX. SANITARY SEWER ... °_' EX. STORM PIPE - EX. EDGE OF PAVEMENT �° --" EX. BUILDING - EX. CONCRETE EX. PAVEMENT EX. GRAVEL PAVEMENT REPLACEMENT EX. POWER POLE EX. SANITARY SEWER MANHOLE EX. STORM SEWER MANHOLE co CLEANOUT EX. LIGHT POLE WATER LINE REDUCER EX. TELEPHONE EX. GAS LINE - "i- ! - - - -- EX. OVERHEAD CABLE - -- - EX. FENCE EX. TREE LINE ADJOINING PROIPERTY LINE EXISTING ROAD MONUMENTS WETLAND AREA - - - -- RMA - - -- RESOURCE MANAGEMENT AREA ABBREVIATIONS AHFH PROP. INTRMDT. CONTOUR ENDWALL 320 PROP. INDEX CONTOUR 35.55 EXIST EXISTING H----35.05 PROP. SPOT ELEVATION 8" WL PROP. WATER LINE 8" SAN PROP. SANITARY SEWER ASPHALT PROP. STORM PIPE SBL PROP. EDGE OF PAVEMENT BOTTOM OF CURB FG PROP. BUILDING STORM DRAIN BIT PROP. CONCRETE GRADE BREAK STATION PROP. ASPHALT PAVEMENT BLDG (STANDARD /HEAVY DUTY) _. ,_.... _. .- .. PROP. GRAVEL SLOPE EASEMENT PROP. PAVERS HOA HOMEOWNERS ASSOCIATION -�- PROP. POWER POLE BENCHMARK PROP. SANITARY SEWER MANHOLE -� SIGN BVCE WM WATER METER �( PROP. GATE VALVE BEGIN VERT. CURVE ELEV. BLOW -OFF VALVE STD BENCHMARK BW G PROP. GAS LINE OHU PROP. OVERHEAD CABLE P PROP. UNDERGRND POWER LINE X PROP. FENCE CURB & GUTTER PROP. TREE LINE - - SITE PROPERTY LINE ® INLET PROTECTION - - - -- RPA - - -- RESOURCE PROTECTION AREA ABBREVIATIONS AHFH ARROW HEAD TOP OF EW ENDWALL RR RAILROAD FIRE HYDRANT EXIST EXISTING RYS REAR YARD SETBACK APPROX APPROXIMATE FDN FOUNDATION SAN SANITARY ASPH ASPHALT FF FINISHED FLOOR SBL SOUTH BOUND LANE BC BOTTOM OF CURB FG FINISH GRADE SD STORM DRAIN BIT BITUMINOUS GBE GRADE BREAK STATION SECT SECTION BLDG BUILDING GBS GRADE BREAK ELEVATION SE SLOPE EASEMENT BLK BLOCK HOA HOMEOWNERS ASSOCIATION SS SANITARY SEWER BM BENCHMARK HPT HIGH POINT SSE SANITARY SEWER EASEMENT BVCE BEGIN VERT. CURVE STA. HSD HEADLIGHT SIGHT DISTANCE STA STATION BVCS BEGIN VERT. CURVE ELEV. INTX INTERSECTION STD STANDARD BW BOTTOM OF WALL INV INVERT STO STORAGE CB CINDER BLOCK IP IRON PIN SYS SIDE YARD SETBACK C &G CURB & GUTTER LT LEFT TBM TEMPORARY BENCHMARK CMP CORRUGATED METAL PIPE LVC LENGTH OF VERTICAL CURVE TBR TO BE REMOVED CONC CONCRETE MH MANHOLE TC TOP OF CURB COR CORNER MIN MINIMUM TEL TELEPHONE DBL DOUBLE MBL MINIMUM BUILDING LINE TRANS TRANSFORMER DEFL DEFLECTION MON MONUMENT TW TOP OF WALL DI DROP INLET NBL NORTH BOUND LANE TYP TYPICAL DIA DIAMETER PROP PROPOSED VDOT VIRGINIA DEPARTMENT OF DE DRAINAGE EASEMENT PUE PUBLIC UTILITY EASEMENT TRANSPORTATION ELEC ELECTRIC PVMT PAVEMENT VERT VERTICAL ELEV ELEVATION R RADIUS VSD VERTICAL SIGHT DISTANCE ENTR ENTRANCE RT RIGHT WBL WEST BOUND LANE EP EDGE OF PAVEMENT R.O.W. RIGHT OF WAY YD YARD EVCE END VERT. CURVE STA. READ REQUIRED EVCS END VERT. CURVE ELEV. RR RAILROAD APPROVALS Department Date Department of Community Development Planner /Zoning Engineer Inspections ARB /0 Department of Fire Rescue Albemarle County Service Authority/ 9 15 114 Virginia Department of Transportatic* 1/111 Iq 'Agg Health Department 0 /p, I GENERAL NOTES SITE ADDRESS: MILL CREEK DRIVE AND AVON STREET CHARLOTTESVILLE, VA 1. OWNER: BLAKELEY & JENNIFER GREENHALGH DEVELOPER: TRIANGLE SERVICES AGENT: BALZER & ASSOCIATES, INC. 636 PARK STREET 2903 N. AUGUSTA STREET 1561 COMMERCE ROAD CHARLOTTESVILLE VA, 22902 STAUNTON, VA 24401 SUITE 401 PHONE: 540 - 885 -5181 VERONA, VA 24482 FAX: 540 - 885 -7177 PHONE: 540 - 248 -3220 CONTACT: PETER WRAY FAX: 540 - 248 -3221 CONTACT: KENT O'DONOHUE, LA 2. PARCEL INFORMATION TMP: 77 -47A DB 3798, PG 109 ZONING: PLANNED DEVELOPMENT - SHOPPING CENTER (PD -SC) & ENTRANCE CORRIDOR (EC) CURRENT USE: VACANT PROPOSED USE: COMMERCIAL ADJACENT LAND USE(S): COMMERCIAL SITE AREA: 0.733 ACRES DISTURBED AREA: 0.79 ACRES EXISTING IMPERVIOUS AREA = 0.00 ACRES (01n) PROPOSED IMPERVIOUS AREA = 0.56 ACRES (77 %) 3. SETBACKS: FRONT = 30' SIDE = 0' REAR = 0' 4. BUILDING FOOTPRINT = 10,400 SQ. FT. (7,500 SQ. FT. OF RETAIL) BUILDING CONSTRUCTION = TYPE II -B NO. OF STORIES = 1 BUILDING HEIGHT = 30 FT SPRINKLED 5. STORMWATER MANAGEMENT: PREVIOUSLY PROPOSED STORMWATER BUILDOUT OF PROPERTY IS 80% IMPERVIOUS AREA CURRENTLY PROPOSED STORMWATER BUILDOUT OF PROPERTY IS 77% IMPERVIOUS AREA WATER QUALITY /QUANTITY: SITE IS LESS THAN 1 ACRE. 6. WATER: PUBLIC SEWER: PUBLIC 7. PARKING REQ'D: 4.75 SPACES PER 1,000 SQ. FT. = 10,400 SQ. FT. /1000 = 10.4 X 4.75 = 49 SPACES (SITE) 4.75 SPACES PER 1,000 SQ. FT. = 46,596 SQ. FT. /1000 = 46.6 X 4.75 = 221 SPACES (SHOPPING CENTER) 270 TOTAL SPACES REQ'D PARKING PROVIDED: 34 SPACES (INCL. 2 H.C. SPACES) ON SITE 300 SPACES (INCL. 8 H.C. SPACES) ON SHOPPING CENTER PROPERTY 334 TOTAL SPACES PROV'D LOADING SPACES REQ'D: 1 SPACE PER 8,000 SO. FT. OF RETAIL LOADING SPACES PROV'D: 1 SPACE 8. 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. 9. 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. 10. 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. 11. NO GRAVE SITES WERE OBSERVED DURING THE SURVEY OF THE SUBJECT PROPERTY CONTAINED WITHIN THE LIMITS OF THIS PLAN. 15. PROPERTY IS LOCATED IN FEMA DEFINED ZONE 'X'. COMMUNITY PANEL NO: 51003 C 0288 D - EFFECTIVE DATE: FEB. 4, 2005. 16. TOTAL PAVED PARKING & VEHICULAR CIRCULATION AREA = 11,626 SQ. FT. INTERIOR PARKING LOT LANDSCAPING REQUIRED = 5% OF 11,626 SQ. FT. PARKING LOT = 581 SQ. FT. INTERIOR PARKING LOT LANDSCAPING PROVIDED = 600 SQ. FT. 17. TOTAL SITE AREA = 31,913 SQ. FT. (0.73 AC) TREE CANOPY AREA REQUIRED = 10% OF 31,913 SQ. FT. = 3,191 SO. FT. TREE CANOPY AREA PROVIDED = 3,276 SO. FT. 18. THE SITE IS NOT LOCATED IN A RESERVOIR WATERSHED. 16. SOURCE DATA: SURVEY BY BALZER & ASSOCIATES, INC, DECEMBER 18, 2013 HORIZONTAL REFERENCE IS FROM DB:1815 PG:284 VERTICAL REFERENCE IS ASSUMED DWG A� qj Iy M JI HI F :I 1_11 REFLECTING TOMORROW www.balzer.cc New River Valley Richmond Roanoke Shenandoah Valley RESIDENTIAL LAND DEVELOPMENT ENGINEERING SITE DEVELOPMENT ENGINEERING LAND USE PLANNING & ZONING LANDSCAPE ARCHITECTURE LAND SURVEYING ARCHITECTURE STRUCTURAL ENGINEERING TRANSPORTATION ENGINEERING ENVIRONMENTAL & SOIL SCIENCE WETLAND DELINEATIONS & STREAM EVALUATIONS Balzer and Associates, Inc. 1561 Commerce Road Suite 401 Verona, VA 24482 540 - 248 -3220 FAX 540 - 248 -3221 LT H OF o � �'D. Kent 0 Donohue, Jr.a r, Lic. No. 0406001683 ScA P E A,?. G� I LU 0 0 W 00 O� v '^ J W O U VJ U_ ry (� > U) J 0 Q J W L1.1 J ED U) Q LL. O O � Z Z) O U DRAWN BY DKO DESIGNED BY DKO CHECKED BY ERB DATE 02-21-2014 SCALE REVISIONS: 05-05 -2014 07-11-2014 018 -28 -2014 NI /A SHEET NO. JOB NO. S1300029 If] R 7 ESC PHASE I SEQUENCE OF CONSTRUCTION: 1. CLEAR ENTRANCE AND INSTALL GRAVEL CONSTRUCTION ENTRANCE. DURING WET WEATHER CONDITIONS, DRIVERS OF CONSTRUCTION VEHICLES SHALL BE REQUIRED TO WASH THEIR WHEELS BEFORE ENTERING HIGHWAY. 2. SAW CUT EXISTING PAVEMENT & INSTALL SAFETY FENCE AND TEMPORARY DIVERSION AS SHOWN ON PLANS. 3. INSTALL TREE PROTECTION AS SHOWN ON PLANS. 4. INSTALL INLET PROTECTION TO EXISTING GRATE AS SHOWN ON PLANS. NOTE: INLET PROTECTION, SILT FENCE, AND DIVERSION DIKES SHALL BE INSTALLED AS INDICATED ON PLANS BEFORE ANY DISTURBANCE BEGINS. 5. REFER TO ESC PHASE II PLANS. ESC LEGEND TEMPORARY STONE 3.02 CONSTRUCTION C E I L ENTRANCE 3.05 SILT FENCE S F 3.07 STORM DRAIN INLET PROTECTION K 1i Ir IC IF IE I [U IC I: IA 3.09 TEMPORARY DIVERSION DIKE -- -- - -- __ - i 7 � I I 7 , TREE PRESERVATION Is r Y t` r f & PROTECTION TP — - - -. - -- : - -- TP SF K 1 J i ? ri " i r 3 � LEGEND. T.B.R. = TO BE REMOVED L\X EX. SLOPES OF 25% OR GREATER SURVErSOTES; 1. THERE /5 A VARIABLE WIDTH ACCESS EASEMENT FROM MILL CREEK DRIVE TO SERVE THE SUBJECT PARCEL AS DEFINED BY THE AS —BUILT TRAVELWAYS AS SHOWN ON ,PLAT RECORDED AT DEED BOOK 1815, PAGE-JOI 2. OTHER THAN AS INDICATED, ALL EASEMENTS ARE AS SHOWN ON PLAT RECORDED AT PEED BOOK 1815, PAGE-284. CONTRACTOR NOTE: 1. CONTRACTOR TO ENSURE THAT NO SEDIMENT ENTERS THE EXISTING STORMWATER CONVEYANCE SYSTEM AND REMAINS ONSITE. ANY SEDIMENT ENTERING THE STORMWATER SYSTEM WILL REQUIRE THE ENTIRE SYSTEM BEING CLEANED, AND CAMERA /'VIDEO INSPECTION OF THE SYSTEM MAY BE REQUIRED TO PROVE THE SYSTEM IS CLEAN PRIOR TO RELEASE OF THE WPO BOND. • 20 40 .� m lzrD AND ASSOCIATES INC REFLECTING TOMORROW www.balzer.cc New River Valley Richmond Roanoke Shenandoah Valley RESIDENTIAL LAND DEVELOPMENT ENGINEERING SITE DEVELOPMENT ENGINEERING LAND USE PLANNING & ZONING LANDSCAPE ARCHITECTURE LAND SURVEYING ARCHITECTURE STRUCTURAL ENGINEERING TRANSPORTATION ENGINEERING ENVIRONMENTAL & SOIL SCIENCE WETLAND DELINEATIONS & STREAM EVALUATIONS L Balzer and Associates, Inc. 1561 Commerce Road Suite 401 Verona, VA 24482 540 - 248 -3220 FAX 540 - 248 -3221 El AI :I "D. Kent O'Donohue, Jr.a Lic. No. 0406001683 08 -28 -2014 ' d 1 s c`41'E ARC III DRAWN BY DKO DESIGNED BY DKO CHECKED BY ERB DATE 02 -21 -2014 SCALE REVISIONS: 05 -05 -2014 07 -11 -2014 08 -28 -2014 1 " = gn, SHEET NO. C 2 Q Z U � _U _I W 0z _> Lu F— J L 0 Y Z O W < J O J J m J O V ` 1- O O 0 Z (� O Z H t_n X W DRAWN BY DKO DESIGNED BY DKO CHECKED BY ERB DATE 02 -21 -2014 SCALE REVISIONS: 05 -05 -2014 07 -11 -2014 08 -28 -2014 1 " = gn, SHEET NO. C 2 N LEGEND IL IK IJ IF ID IU IC I: N DOMESTIC SERVICE METER (SEE DETAIL, SHEET C7) X ALBEMARLE COUNTY SERVICE AUTHORITY UTILITY CONTR. EXISTING 1" WATER LINE (PVC) �- ALBEM CONTROUNTY SERVICE AUTHORITY UTILITY EXISTING FIRE LINE CONNECTION CONNECTION BY PLUMBER ABT 6" POLYDRAIN TRENCH DRAIN OR EQUAL TR (TRAFFIC RATED WITH HEEL PROOF GRATE) NOTES: PROP. �© CONCRETE BUMPER BLOCK N DETAIL, SHT. (SEE DETAIL, SHEET C7) PROP. C CONCRETE SIDEWALK (SEE DETAIL, SHT. (SEE DETAIL, SHEET C7) PROP. HEAVY DUTY CONC. ELECTRICAL SERVICE DETAIL, SHT. C7) CONNECTION (WET) HANDICAP ACCESSIBLE PARKING & SIGN (DRY) (SEE DETAILS, SHEET C7) M SHOE BOX STYLE LIGHT (SEE SHEET L1 & L2) T CONCRETE COMPACTOR & LOADING PAD (SEE DETAIL, SHEET C7) TE TELECOMMUNICATIONS SERVICE CONNECTION IL IK IJ IF ID IU IC I: N DOMESTIC SERVICE METER (SEE DETAIL, SHEET C7) X ALBEMARLE COUNTY SERVICE AUTHORITY UTILITY CONTR. EXISTING 1" WATER LINE (PVC) �- ALBEM CONTROUNTY SERVICE AUTHORITY UTILITY EXISTING FIRE LINE CONNECTION CONNECTION BY PLUMBER ABT 6" POLYDRAIN TRENCH DRAIN OR EQUAL TR (TRAFFIC RATED WITH HEEL PROOF GRATE) NOTES: PROP. STANDARD DUTY ASPHALT (SEE DETAIL, SHT. C7) PROP. STANDARD DUTY CONC. (SEE DETAIL, SHT. C7) PROP. HEAVY DUTY CONC. (SEE DETAIL, SHT. C7) CG -6 (WET) CG -6 (DRY) 1) CONTRACTOR TO FIELD VERIFY EX. WATERLINE LOCATION TO DETERMINE PROPER METER CONN. & FIRE LINE CONN. 2) CONTR. TO FIELD VERIFY EX. SANITARY LATERAL LOCATION & DEPTH TO DETERMINE PROPER VERTICAL AND HORIZONTAL CONN. FOR BUILDING & CAPING OF EX. LINE. 3) CONTR. TO FIELD VERIFY ALL EX. IRRIGATION LINES, METERS, & VALVES FOR RELOCATION OR ADJUSTMENTS AS NEEDED. 4) CONTR. TO RELOCATE EX. DI -1 TO PROPOSED LOCATION. EXTEND EX. HDPE TO NEW LOCATION. FILL DI -1 WITH CONC. TO INVERT OUT ELEVATION. 5) CD -2 UNDERDRAINS SHALL BE 4" MIN. HDPE @ 1% MIN. SLOPE. TRENCH DRAINS SHALL BE 6" MIN. @ 1% MIN. SLOPE. CD -2 UNDERDRAINS & TRENCH DRAINS SHALL CONN. TO PROPOSED 8" HDPE VIA WYE CONNECTION. ALL CLEANOUTS SHALL BE TRAFFIC RATED. 6) CONTR. TO PROVIDE A BACKFLOW PREVENTION DEVICE ON THE PRIVATE SIDE OF THE DOMESTIC SERVICE. 7) ALL ROOF LEADERS ARE TO CONNECT TO UNDERGROUND STORM SEWER SYSTEM. SEE ARCH. PLANS FOR LOCATION OF DOWN- SPOUTS. 5) VISIBILITY OF ALL MECH. EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. 6) COMPACTOR SHALL NOT EXCEED THE HEIGHT OF THE SCREEN WALL. 7) ALL CURB RADII ARE 5' UNLESS INDICATED OTHERWISE. 20 0 20 40 60 SCALE: 1 " = 20' W �L c' Q O Q 4' MAX. GRA (SEE iDETAIL, R1 %2i1'A REFLECTING TOMORROW www.balzer.cc New River Valley Richmond Roanoke Shenandoah Valley RESIDENTIAL LAND DEVELOPMENT ENGINEERING SITE DEVELOPMENT ENGINEERING LAND USE PLANNING & ZONING LANDSCAPE ARCHITECTURE LAND SURVEYING ARCHITECTURE STRUCTURAL ENGINEERING TRANSPORTATION ENGINEERING ENVIRONMENTAL & SOIL SCIENCE WETLAND DELINEATIONS & STREAM EVALUATIONS Balzer and Associates, Inc. 1561 Commerce Road Suite 401 Verona, VA 24482 540 - 248 -3220 FAX 540 - 248 -3221 C H OF S. 4 'Donohue, Jr.� 0406001683 8 -2014 E �w 0 Y Qw w 0_j U J J O� Z Q J W O Q J LIJ _U � UJ W 2 J W J m U) Q F- LL 1- 0 0 Z O U DRAWN BY DKO DESIGNED BY DKO CHECKED BY ERB DATE 02 -21 -2014 SCALE REVISIONS: 05 -05 -2014 07 -11 -2014 08 -28 -2014 1 " - ') (1' SHEET NO. C3 JOB NO. S1300029 i rj� REFLECTING TOMORROW www.balzer.cc New River Valley Richmond Roanoke Shenandoah Valley RESIDENTIAL LAND DEVELOPMENT ENGINEERING SITE DEVELOPMENT ENGINEERING LAND USE PLANNING & ZONING LANDSCAPE ARCHITECTURE LAND SURVEYING ARCHITECTURE STRUCTURAL ENGINEERING TRANSPORTATION ENGINEERING ENVIRONMENTAL & SOIL SCIENCE WETLAND DELINEATIONS & STREAM EVALUATIONS Balzer and Associates, Inc. 1561 Commerce Road Suite 401 Verona, VA 24482 540 - 248 -3220 FAX 540 - 248 -3221 ALT H OF t ,o �5e 1D. Kent O'Donohue, Jr?' C, Lie. No. 0406001683 S, ' 1 08 -28 -2014 ' d � 1 SCA P E A R G� J J > w 3: 0 Y Qw w 0_j 0 J 0 Z> V Z Q 0- U U) W Z 0 0 U_ 0� a'_ U) W D Q 2 J J L.LI M (0 Q � 0 LL 0 0 C/) l­- Z) 0 DRAWN BY 1 DESIGNED BY 4 CHECKED BY ERB 12 1 13 1 14. 1 SCALE 1 ' 0 0 ESC PHASE 2 SEQUENCE OF CONSTRUCTION: ESC LEGEND � I 1, , I I I i . I N 1) FOLLOWING INSTALLATION OF PHASE 1 ESC MEASURES AND REMOVAL OF EXISTING FEATURES, GRADING MAY COMMENCE. TEMPORARY STONE I I I y " N 3.02 CONSTRUCTION C E ; 2) COMMENCE CLEARING AND EARTHWORK. SEED EXPOSED AREAS PROMPTLY. ONCE BUILDING PAD REACHES THE APPROPRIATE ELEVATION, BUILDING ENTRANCE I :' F-�E__ 3) CONSTRUCTION CAN BEGIN.` INSTALLATION OF SITE UTILITES SHALL BE COMPLETED. INLET PROTECTION 3.03 CONSTRUCTION CRS , `li SHALL BE INSTALLED ON PROPOSED INLETS AND SITE WATER SHALL BE ROAD STABILIZATION CONVEYED TO THE INLETS. 2. I ,� � `� ,�, M 4 NOTE: REMOVAL OF INLET PROTECTION ON EX. DI -1 SHALL NOT OCCUR UNTIL APPROVAL BY THE PROJECT ENGINEER AND LOCAL OFFICIALS. COMMENCE CURB CONSTRUCTION. INSTALLATION OF SIDEWALKS MAY BE 3.05 SILT FENCE S F I'll � - r� ,` - 1 ','` , "/1 , .- 1 M . -._ _..__._ .._...... .__:__ .._.____ _ .___ _..___ ,,, _. _.._ ___._..._. ,__ .. _._._ .. __ _ -__ " _. INSTALLED AT THIS TIME. �. _ .. q . 5) 6) COMPLETE REMAINING EARTHWORK TO SUBGRADE ELEVATIONS. GEOTECHNICAL ENGINEER TO EVALUATE SUBGRADE SOILS. PLACE AGGREGATE BASE MATERIAL UPON APPROVAL BY GEOTECHNICAL STORM DRAIN 3'07 INLET PROTECTION „ '��.� _ ;_-._ __-_ __ ` -�_ - - - - -L _. -.- �_..._.... . _..__ ._.._..... _ _ _. r__ _____ __..__. ° � ' , _..__ _._.__. ENGINEER. 4� I g ,. ' ', L 7) REMOVE CONTRUCTION ENTRANCE AND DIVERSIONS AND INSTALL ASPHALT. PLACE TOPSOIL. SEED ALL EARTH AREAS PROMPTLY. TEMPORARY 3'09 DIVERSION DIKE D D I �; , tea; ' ,,Jr U; 1, - -_ )'", - w- .a -bpl u..A__. 4 C2 1 ; /�` \ L 8) AFTER FINAL STABILIZATION IS ACHIEVED, INLET PROTECTION MAY BE REMOVED. 4/% _L J. I J l Y 9) UPON COMPLETION AND APPROVAL BY THE PROJECT ENGINEER AND LOCAL THE AREA MUST BE RESTORED '' : OFFICIALS TO ITS ORIGINAL CONDITION. ALL ESC MEASURES ARE TO BE REMOVED FROM THE SITE, UNLESS OTHERWISE DIRECTED BY THE PROJECT ENGINEER OR LOCAL OFFICIAL. 3.30 TOPSOILING TO ' �,- - 11 ,, ,. ,� >, -... "� I °rr " " "' ' < E ,`r " i , I " . _ "� __. - _._ - - __ , , ;< s i t fir' 1 C { _ t g h i _,' 61, TEMPORARY 3.31 T S SEEDING o' 1 I I ,,,i r __.. �.. ,,.,- _.A ,.r �• .. I \ __ ---` -- `, 1 1 _.... i I i1 \11 `, ' _ . _ ' - -'Tp d_, - -- -- - __ - - -- -_r____ - -- t� -- - 1 - K �' -1"! 1 '1 -� �� .� ._. , t Y �.. �. K GRADING . NOTES. , !�, . ;1 _ I i I 1. REMOVE TREES, SHRUBS, GRASS, AND OTHER PERMANENT 3.32 P S SEEDING -o I ' I 1 , ",, , a I ;, 1 , ' 9 1..,.< i , - - -- ____. - -- __ � - _ __ _ -.._ I�. I '`` ___ �. I I �I �, I 3_.. VEGETATION, IMPROVEMENTS OR OBSTRUCTIONS AS REQUIRED TO PERMIT INSTALLATION OF NEW CONSTRUCTION. N �' - ± ` I : D ' 1 I _._ __ ___._ REMOVE TREES AND OTHER VEGETATION, INCLUDING STUMPS AND ROOTS, �'J 1 r' LIMITS OF DISTURBANCE �- ' I - _.__._ v _ -_ / _._. _... __...__ i COMPLETELY IN AREAS 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. 3.35 MULCHING M U'�p, IY r� ,1 �� '1 ,1 I k ' ,� 1, I "I` " „� - -_ ___.__ _ ._____ „� �f. ` ; 1 `y _ ___SI IA&I &0'1114' TP t �, -- - - - - - -- I { - - - -- - -- - - -___ J 2. BARRICADE OPEN EXCAVATIONS OCCURRING AS PART OF THIS WORK AND OPERATE WARNING LIGHTS AS RECOMMENDED BY AUTHORITIES HAVING TREE PRESERVATION T 3.38 I ,1 I , , m, , = = M _LL _1,8 , % _ _ g I _ _._... `� _ __ _ .. -__. 11. �. �'�A� JURISDICTION. & PROTECTION ' 4 .g1.�5`t ���' ,. 4 25 �� 89.75 R � t " -- - - - -_- _ __. 11 "r" - 489.25 E(.� i4" 3. CUT SURFACE UNDER PAVEMENTS TO COMPLY WITH CROSS SECTIONS, I ; I -- - - - -- l 489.80 D� i 1 i l _ _ -- - - - - -- r 489 80 T M'4, !. i 89 30 �. ' ELEVATIONS, AND GRADES AS INDICATED. - _ CC��..EETT 30 ��l __ T s 1 M � �° ��I �� j� DD � i 4. EXCAVATE TRENCHES TO UNIFORM WIDTH CONFORMING TO VDOT STANDARD : r4U:' r' i � .t s ___, v ��� y ­­7 -1 7 , ''� �, A , , `y' it �. , i v. v _1 , _ PB -1 FOR STORM DRAINAGE PIPING. s t _ -- -- - �_ _._ _.._.__� _ _._... I'll �.� r ,. ,: MMM -' 488.35 %_____.___.___ 5. PREVENT SURFACE WATER AND SUBSURFACE OR GROUND WATER FROM s ; _ _ . Tpy i r r �. 492.2 ±"•� ♦ _. _ _ D, _)PI s _ - \` ` _.__ _- i I FLOWING INTO EXCAVATIONS AND FROM FLOODING PROJECT SITE AND , A r ' r , , , "M'aJ TS _. ,�P,, ,..W., �� _ _ 1 - ____ ______ SURROUNDING AREA. DO NOT ALLOW WATER TO ACCUMULATE IN EXCAVATIONS. PS : 491 ' °, G j _ i `,: , FFE -492.2 REMOVE WATER TO PREVENT SOFTENING OF FOUNDATION BOTTOMS, UNDERCUTTING FOOTINGS, AND SOIL CHANGES DETRIMENTAL TO STABILITY OF 49 4 _ v v , !v 1 ___j , I ,."I CRS IP 488.45 1 -._._ - _ _._. SUBGRADES AND FOUNDATIONS. CONVEY WATER WHEN ATMOSPHERIC 49; •99� -� 1 I H TEMPERATURE IS LESS THEN 35 °F 1 °C . ( ) -� 4 70' 1 , �' -1 488.85 1 492.00 i.. fi _ ____ `. H 49 20 2 , .- - _ 49 ! ; I 488 35 _.____ _ _ _ . _ - 6. PROTECT EXCAVATED BOTTOMS OF ALL FOOTINGS AND TRENCHES AGAINST i j� ' 1, 49 6:r k" I _: FFE =492. -- ---- _--- �==------- - --- -- s !�` __.- \ FREEZING WHEN ATMOSPHERIC TEMPERATURE IS LESS THEN 35 °F (1 °C). 49.15 ? 11 11 _- ,. _. TO WITHIN ONE INCH ABOVE OR BELOW �� I,� TW49 4 1 ' ; s PROPOSED GOODWILL � � 4; :,, ,, 7. FINISH LAWN AREAS REQUIRED O ,, BW49. 80 I - - -� _ _ :,.. , SUBGRADE ELEVATIONS. SHAPE SURFACE UNDER WALKS AND PAVEMENTS TO LINE, GRADE, AND CROSS SECTION, WITH NOT MORE THAN 1 /2" ABOVE OR I . , ' 1 11 .i1 , � 1 _ c �/ �A - -_ - - - - F = , i .., ST0 R I . �__ ._�..._., _ -� -. _ - - - -- - -� - - ' - -- - -- G BELOW REQUIRED SUBGRADE ELEVATION. W � , < ' 1 > n NN �^ TP _ ____ _ _ 492.E °O. � -, `1-� o J. �. _ --_ W Q TW496 80 :4, _.a1,.0 1 G 8. PROTECT GRADED AREAS FROM TRAFFIC AND EROSION. REPAIR AREAS WHICH HAVE SETTLED, ERODED, OR BECOME DAMAGED DUE TO CONSTRUCTION h O Q BW49.8� IP „ - ` (71- 5 0 o s F. o RETAIL) I : , . -9._ -- -__ r _____ ACTIVITIES AT NO ADDITIONAL COST TO OWNER. ;� '� 492.,60 I 1 49j2 1 Q ` 1 _______ _._ - 491 .60 0 . A - 11 c -_ 1.. �S ° ,, , 492.20 1 9. SPREAD TOPSOIL TO A DEPTH OF 4 OVER ALL DISTURBED AREAS NOT .Q1 4 _ - s ____ _ �_ _._.__ ____. RECEIVING WALKS, PAVEMENT, WALLS OR BUILDING, INCLUDING TRENCHES. I 11 a , 492.10 _ -- ; - - "...r - -- IMMEDIATELY FOLLOWING PLACEMENT OF TOPSOIL, DISK THE ENTIRE TOPSOILED ; " "1 i " ", ,,. F, -, 492.10 AREA AND RAKE FREE OF STONES AND DEBRIS OVER 1/2" IN ANY DIMENSION. , 1 #' , Jr - -_ _. - m_ µ „ :``491 60,x, - __. ___ ___ F PROVIDE A FINISHED SURFACE FREE OF DEPRESSIONS OR HIGH SPOTS. SEED ( ! -� ,113 ��' "� _♦ _- - w._. I _..._ _ . ' F IMMEDIATELY. _ " ' 1 �_ SF _, 492.20 492 20 493.20 �° I - 1 492.20 492.10 492.10 - I r ! , 3 10. FINISH GRADE AROUND ALL BUILDINGS SHALL BE A MINIMUM OF 8" BELOW . 1 , ,; - . .. 492.10 491 .60 r -' -- {, = FFE =492.2 1 FINISHED FLOOR ELEVATIONS. ; 1 1 . - - -- -1 493.10 492.1'0 492 1 - w M , 1 1E - -_.. 1 , 1 1 . PROVIDE A MINIMUM OF 5% SLOPE. FOR A DISTANCE OF 10 AWAY FROM ALL BUILDINGS FOR POSITIVE DRAINAGE. ;' 1 � ` 1 n -. .,. 4,g z6� FLUSH _...__ _ ^ ,__ _ f; 493':20 v J _ = 4 0 _ _ - , �' z 49 7 492.10 36 E I , - .;,. a�r �. . e-w -- - - a rat � � .� - _ 9 7 492.10 °`,', i i ,m- - 1 4 31 E 12. ALL SIDEWALKS SHALL CONFORM TO ADA REQUIREMENTS WITH A MAXIMUM;, , ; ��� X492 f 4913.1EJ SLOPE OF 5% AND A MAXIMUM CROSS SLOPE OF 1 :48. 1 ,�r 1 r a " ,\ 912 - 11 r : TVV49 T.4� 1 =w _ 4930.510 . "' 1 11 , BW494.30 1' 492.40 492.40 493.00 ` "� CONTRACTOR NOTE. ! 11 ,� , a ..4 r .� -a _ _.. __u�. _._ _..__ �. 1. CONTRACTOR TO ENSURE THAT NO SEDIMENT ENTERS THE EXISTING STORMWATER CONVEYANCE . `,�� ,T� ?' � 493. _0 __ _ _..._- - - - -. _. - - __ __ ,,. 493.80 CRS OQCOO D CE ��O o MU 4 ! 4 SYSTEM AND REMAINS �� �_ i 0� PS a, 1 ��y�I D ONSITE. ANY SEDIMENT ENTERING THE STORMWATER SYSTEM WILL REQUIRE THE ENTIRE SYSTEM BEING CLEANED, AND 1, s 1 80 ' • 'I*', 495.00 f'� y. ! -- 494.50 TO 01, 494.60 °�. `� D _11, I CAMERA /VIDEO INSPECTION OF THE SYSTEM MAY BE REQUIRED _. BV 494.20 �`TW495.b0'�, 11 �� ! 1 _I -�- � 494.10; r -� I - TO PROVE THE SYSTEM IS CLEAN PRIOR TO RELEASE OF THE I Z, ,. 4 BW43I ` , I _.. 1 __._ _ .' -_._ . _ _ TOpS STOCI�P-I -ILE - - 494.70' _ _ � ; WP0 BOND. I .; ,T ;�. , ,,y " SF t n _ m _� . - n � � �.. -099 �0� �(� /, f, -_ -!- 'a 501_.0" � z _ - - - - -- __ _ _ _ _- "� ' 1 ! ___ ! _ _ ___._. _ l I __ 0 ___. _ i :___. 1111111 __ __ m �,' 5.00.._._.. -- � - -, -a if 1a - - C f- I 11 ti AS ,.. Aw � a / r I " .. - = _= - - - ` -- - - - - -� - - -- - - I OIL r W lA - -- - - -..AM �- m.....- ,.��-� = -� rrr _ ��- __ �N, BW494.70 ti - �ti w 11.11 a _ ';�.: ' �/ � l `t-'- ._ I ' "d � i •- i �..-R f ....R r -1 ftw -"",I C is - § F. r t_.,.� t P ..,�.,..�,,. .ice ` ,....,, fi`i ...... ..,..:..,...a,..®.n,....,. .,,�. M- <.F,1:, t ! �...� 1:,,, 1 11 r � i am Ch :S' t- � ",� i'' .. '-mil t, ,, __ .,- .. . , ^,�^... „„, ,m,„,�.� -� yt „".wu:' .^ 8 .,, -ems - - - a ��, y �� - - .� %� • ',V • - - - . .mom'.:., �`' --` t �" ' ,�...- "° -� V t % •. ( ,> - ___. - „��„"_°. ,. 11 __ Tp fF' r �; ; s �� P __ r a, _1 I G - -- - - ' -. . :. ..- t - : .. .. 9. P a f/ _f -� B __ _._ = - -- - _ - ,. -' t .. ... _ .,_.. _ .__._. _ ..._._...._.,. _._.a.._ _.._.._- _ __.._ ___.____. ..._....._.._ � � ________ _ __......._ ,__......__. :s _ _.._ '..M 11 1.1 _.____ _ _ _.._ _ LIMITS OF DISTURBANCE ..�_....._ � B 11 R ,✓ '..,, q., .._. _. -___. MILL CREEK DRIVE ..___ .- .._ __ - -- ___ _________ _, ..____.___- ____.__._.___ _____- ___- ________ ________ _______.__.____._w_____._______ _____.____ _ � __ __ _. ROUTE__- 150 �__. _ _ . _ .__. ._ -_ -_. __ _ _ _ __ __ _ -__ _..___._ ______._..._ ___..____________ _._ __ - �____._.______e__._ 20 0 20 40 60 (120 R 0. W) I 11 ��� 2 __.__, __. _ __ _ ____- __..__ _ _. ,_._.. _.__u .._ _._. ._ _____ _.._ __ ______._ A _ SCALE: 1 " 20' 0� _ _._.____ ____ _______.___w _.�_ ------ ______ .___._ _ . _ _ ___ __ g __- __._____.__. A NT, �� � 11 __ --_- --_ - O� �'Z. t �__ - _ _ _ ... _ _ - -- -- _ __ _.. __. __ 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 i rj� REFLECTING TOMORROW www.balzer.cc New River Valley Richmond Roanoke Shenandoah Valley RESIDENTIAL LAND DEVELOPMENT ENGINEERING SITE DEVELOPMENT ENGINEERING LAND USE PLANNING & ZONING LANDSCAPE ARCHITECTURE LAND SURVEYING ARCHITECTURE STRUCTURAL ENGINEERING TRANSPORTATION ENGINEERING ENVIRONMENTAL & SOIL SCIENCE WETLAND DELINEATIONS & STREAM EVALUATIONS Balzer and Associates, Inc. 1561 Commerce Road Suite 401 Verona, VA 24482 540 - 248 -3220 FAX 540 - 248 -3221 ALT H OF t ,o �5e 1D. Kent O'Donohue, Jr?' C, Lie. No. 0406001683 S, ' 1 08 -28 -2014 ' d � 1 SCA P E A R G� J J > w 3: 0 Y Qw w 0_j 0 J 0 Z> V Z Q 0- U U) W Z 0 0 U_ 0� a'_ U) W D Q 2 J J L.LI M (0 Q � 0 LL 0 0 C/) l­- Z) 0 DRAWN BY DKO DESIGNED BY DKO CHECKED BY ERB DATE 02-21-2014 SCALE 1 ' = 20' REVISIONS: 05 -05 -2014 07-11-2014 08 -28 -2014 SHEET N0. JOB NO. S1300029 REFLECTING TOMORROW www.balzer.cc New River Valley Richmond Roanoke Shenandoah Valley RESIDENTIAL LAND DEVELOPMENT ENGINEERING SITE DEVELOPMENT ENGINEERING LAND USE PLANNING & ZONING LANDSCAPE ARCHITECTURE LAND SURVEYING ARCHITECTURE STRUCTURAL ENGINEERING TRANSPORTATION ENGINEERING ENVIRONMENTAL & SOIL SCIENCE WETLAND DELINEATIONS & STREAM EVALUATIONS Balzer and Associates, Inc. 1561 Commerce Road Suite 401 Verona, VA 24482 540 - 248 -3220 FAX 540- 248 -3221 ALT H OF f `D. Kent O'Donohue, Jr." . Lic. No. 0406001683 17 08 -28 -2014 d �� ACA P E A L C� J w l 0 Y 0 w W OQ U J J f0 V U) W 0 Z U) W 0 It U) 0 W J U) F- 0 W 21 VA J ry Q M J LIL 0 F- I) 0 12 13 1 DKO DESIGNED BY 4VAC50 -30 -40 MINIMUM STANDARDS Erosion Control Narrative 10. MAINTENANCE: 13. General Notes -2014 A VESCP must be consistent with the following criteria, techniques and methods: A. Unless otherwise indicated, all vegetative and structural erosion and sediment control practices g p 3.02 - Temporary Construction Entrance will be constructed and maintained according to minimum standards and specifications of the O 1. Permanent or temporary soil stabilization shall be applied to denuded areas within seven days after final grade is reached on any portion of the site. Temporary soil 1. PROJECT DESCRIPTION: The entrance shall be maintained in a condition which will prevent tracking or flow of mud onto p g Virginia Erosion and Sediment Control Handbook VESCH and Virginia Regulations 4VAC50 -30 g (VESCH) 9 9 0 stabilization shall be applied within seven days to denuded areas that may not be at final grade but will remain dormant (undisturbed) for longer than 14 days. Permanent pp Y y The purpose of this project is to construct a 10,400 sq. ft. Goodwill building with utility extensions and public rights -of -way. This may require periodic top dressing with additional stone or the washing Erosion and Sediment Control Regulations. stabilization shall be applied to areas that are to be left dormant for more than one year, required parking. The total subject property area is 0.73 acres. The total area of disturbance is 0.73 and reworking of existing stone as conditions demand and repair and /or cleanout of an structures acres. used to trap sediment. All materials spilled, dropped, washed or traced from vehicles onto B. The County of Albemarle shall be notified one week prior to the pre- construction conference, one 2. During construction of the project, soil stock piles shall be stabilized or protected with sediment trapping measures. The applicant is responsible for the temporary 2. EXISTING SITE CONDITIONS: roadways or into storm drains must be removed immediately. The use of water trucks to remove week prior to the commencement of land disturbing activity, and one week prior to final inspection. protection and permanent stabilization of all soil stockpiles on site as well as soil intentionally transported from the project site. Currently the site topography consists of a 5% slope with stormwater run -off sheet flowing from the materials dropped, washed, or tracked onto roadways will not be permitted under any circumstances. C. All erosion and sediment control measures will be constructed prior to or as the first step in 3. A permanent vegetative cover shall be established on denuded areas not otherwise permanently stabilized. Permanent vegetation shall not be considered established All runoff is directed to an hillsides to an existing storm structure along the northeast property line. ° ° existing SWM Pond for the site development. Existing slopes range from 4% to 50%. Existing clearing g and grading. until a ground cover is achieved that, in the opinion of the local program administrator or his designated agent, is uniform, mature enough to survive and will inhibit erosion. ground cover consists of short grass. 3.03 - Construction Road Stabilization N Both temporary and permanent roads and parking areas may require periodic top dressing with new D. A copy of the approved erosion and sediment control plan shall be maintained on the site at all N 4. Sediment basins and traps, perimeter dikes, sediment barriers and other measures intended to trap sediment shall be constructed as a first step in any land- disturbing 3. ADJACENT AREAS: gravel. Seeded areas adjacent to the roads and parking areas should be checked periodically to times. activity and shall be made functional before upslope land disturbance takes place. The property is located within a planned commercial development and is bordered to the north and ensure that a vigorous stand of vegetation is maintained. Roadside ditches and other drains e g g g structures should be checked regularly to ensure that they do not become clogged with silt or other E. Prior to commencing land disturbing activities in areas other than indicated on these plans 5. Stabilization measures shall be applied to earthen structures such as dams, dikes and diversions immediately after installation. east by existing developed commercial lots. The west property line follows Avon Street and the south debris. (including, ut not limited to, off -site borrow or waste areas the Contractor shall submit a ( g� )' property line follows Mill Creek Drive. supplementary erosion control plan to the Owner for review and approval by the plan approving 6. Sediment traps and sediment basins shall be designed and constructed based upon the total drainage area to be served by trap or basin. 4. OFF -SITE AREAS: 3.05 - Silt Fence Barrier authority. 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 There are no off -site areas proposed. If a borrow or waste site is needed, it shall be a permitted a. Silt fences shall be inspected immediately after each rainfall and at least daily during prolonged rainfall. Any required repairs shall be made immediately. F. The Contractor is responsible for installation of any additional erosion control measures necessary M 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 erosion control site. to prevent erosion and sedimentation as determined by the County of Albemarle. M minimum storage capacity of a sediment basin shall be 134 cubic years per acre of drainage area. the outfall system shall, at a minimum, maintain the structural 5 SOILS: b. Close attention shall be paid to the repair of damaged silt fence resulting from end runs and integrity of the basin during a twenty -five year storm of 24 -hour duration. runoff coefficients used in runoff calculations shall correspond to a bare earth condition or . Soils within the project area originally consist of the following: undercutting. G. All disturbed areas are to drain approved sediment control measures at all times during land those conditions expected to exist while the sediment basin is utilized. 6313: 88% slopes Orange silt loams, 2 to 7% of site g p ( ) c. Should the fabric on a silt fence decompose or become ineffective prior to the end of the disturbing activities and during site e development until final stabilization is achieved. 7. Cut and fill slopes shall be designed and constructed in a manner that will minimize erosion. Slopes that are found to be eroding excessively within one year of permanent 32C: Fluvanna silt loam, 7 to 15% slopes (12% of site) expected usable life and the barrier still be necessary, the fabric shall be replaced promptly. H. During de- watering operations, water will be pumped into an approved filtering device. stabilization shall be provided with additional slope stabilizing measures until the problem is corrected. However, due to previous development of the site this soil profiles may not be accurate. d. Sediment deposits should be removed after each storm event. They must be removed when I. The Contractor shall inspect all erosion control measures periodically and after each run -off 8. Concentrated runoff shall not flow down cut or fill slopes unless contained within an adequate temporary or permanent channel, flume or slope drain structure. 6. CRITICAL AREAS: deposits reach approximately one -half the height of the barrier. producing rainfall event. Any necessary repairs or cleanup to maintain the effectiveness of the L Existing grades on the south & west corner of the site are a 2H:1 V slope. Care must be taken to erosion control devices shall be made immediately. L 9. Whenever water seeps from a slope face, adequate drainage or other protection shall be provided. minimize erosion of this slope by limiting disturbance to proposed work only & use of soil stabilization 3.07 -Storm Drain Inlet Protection blankets & matting per section 3.36 of the VESCH as needed. g p a. The structure shall be inspected after each rain and repairs made as needed. J. The County of Albemarle shall make a continuing review and evaluation of the effectiveness of the 10. All storm sewer inlets that are made operable during construction shall be protected so that sediment -laden water cannot enter the conveyance system without first being 7. EROSION AND SEDIMENT CONTROL MEASURES: erosion control program. The approved erosion and sediment control plan may be amended by � filtered or otherwise treated to remove sediment. b. Sediment shall be removed and the tra restored to its on inal dimensions when the p 9 the approving authority if on -site inspection indicates that the approved control measures are not pp 9 Y p pp Unless otherwise indicated, all vegetative and structural erosion and sediment control practices shall sediment has accumulated to one half the design depth of the trap. Removed sediment shall effective in controlling erosion and sedimentation or if because of changed circumstances, the 11. Before newly constructed stormwater conveyance channels are made operational, adequate outlet protection and any required temporary or permanent channel lining be constructed and maintained according to minimum standards and specifications of the Virginia be deposited in a suitable area and in such a manner that it will not erode. approved plan cannot be carried out. shall be installed in both the conveyance channel and receiving channel. Erosion & Sediment Control Handbook (VESCH). The minimum standards of the VESCH shall be adhered to unless otherwise waived or approved b a variance. The following measures are pp Y 9 c. Structures shall be removed and the area stabilized when the remaining drainage area has K. Properties and right -of -way adjoining the site shall be kept clean of mud or silt carried from the site K 12. When work in a live watercourse is performed, precautions shall be taken to minimize encroachment, control sediment transport and stabilize the work area to the greatest proposed: been properly stabilized. by vehicular traffic or runoff. K extent possible during construction. Nonerodible material shall be used for construction of causeways and cofferdams. Earthen fill may be used for these structures if armored by nonerodible cover materials. 3.02 - Temporary Construction Entrance p Y 3.09 - Temporary Diversion Dike L. All construction traffic shall enter and exit the site via the construction entrance. A stone pad, located at points of vehicular ingress and egress on a construction site, to reduce the The measure shall be inspected after every storm and repairs made to the dike, flow channel, outlet 13. When a live watercourse must be crossed by construction vehicles more than twice in any six - month period, a temporary stream crossing constructed of nonerodible soil transported onto public roads and other paved areas. Temporary construction entrance(s) shall or sediment trapping facility, pp 9 y, as necessary. Once every two weeks, whether a storm event has M. All pavement areas shall be stabilized with base stone within 30 days of final grading. material shall be provided. be installed as indicated on the plans. p occurred or not, the measure shall be inspected and repairs made if needed. Damages caused by construction traffic or other activity must be repaired before the end of each working day. N. Contractor shall locate and verify the location of all utilities prior to beginning construction. 14. All applicable federal, state and local regulations pertaining to working in or crossing live watercourses shall be met. 3.03 - Construction Road Stabilization Temporary stabilization, with 2" min. of 21A stone, of traffic areas right after grading to reduce p Y 9 9 9 3.32 - Permanent Seeding 0. The Contractor shall notify "Miss Utility" before beginning any excavation or utility work (811). J 15. The bed and banks of a watercourse shall be stabilized immediately after work in the watercourse is completed. erosion by vehicles during wet weather, and to prevent having to regrade traffic areas between In general, a stand of vegetation cannot be determined to be full established until it has been g g Y J initial grading and final stabilization. maintained for one full year after planting. 16. Underground utility lines shall be installed in accordance with the following standards in addition to other applicable criteria: 3.05 - Silt Fence Barrier a. No more than 500 linear feet of trench may be opened at one time. Irrigation: New seedings should be supplied with adequate moisture. Supply water as needed, b. Excavated material shall be placed on the uphill side of trenches. Silt fence sediment barriers will be installed down -slope of disturbed areas to filter sediment -laden especially late in the season, in abnormally hot or dry weather, or on adverse sites. Water 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 runoff from sheet flow as indicated on this sheet. application rates should be controlled to prevent excessive runoff. Inadequate amounts of water adversely affect flowing streams or off -site property. 3.07 -Storm Drain Inlet Protection may be more harmful than no water. d. Material used for backfilling trenches shall be properly compacted in order to minimize erosion and promote stabilization. e. Re- stabilization shall be accomplished in accordance with these regulations. To prevent sediment from entering storm drainage systems prior to permanent stabilization of the Re-seeding: Inspect seeded areas for failure and make necessary repairs and re- seedin s within g p ry p g f. Applicable safety regulations shall be complied with. disturbed area. the same season, if possible. a. If vegetative cover is inadequate to prevent rill erosion, over -seed and fertilize in accordance 17. Where construction vehicle access routes intersect paved public roads, provisions shall be made to minimize the transport of sediment by vehicular tracking onto the 3.09 Us -Temporary Diversion Dike Used to divert off -site runoff from disturbed areas. with soil test results. paved surface. Where sediment is transported onto a public road surface, the road shall be cleaned thoroughly at the end of each day. Sediment shall be removed from b. If a stand has less than 40% cover, re- evaluate choice of plant materials and quantities of 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. 3.30 - Top soiling lime and fertilizer. The soil must be tested to determine if acidity or nutrient imbalances are This provision shall apply to individual subdivision lots as well as to larger land- disturbing activities. Topsoil will be stripped from areas to be graded and stockpiled for later use. Stockpiles shall be responsible. Re- establish the stand following seedbed preparation and seeding recommendations. 18. All temporary erosion and sediment control measures shall be removed within 30 days after final site stabilization or after the temporary measures are no longer needed, stabilized with temporary seeding, 3.31. H unless otherwise authorized by the VESCP authority. Trapped sediment and the disturbed soil areas resulting from the disposition of temporary measures shall be 3.31 Temporary Seeding Fertilization: Cool season grasses should begin to be fertilized 90 days after planting to ensure H permanently stabilized to prevent further erosion and sedimentation. proper stand and density. Warm season fertilization should begin at 30 days after planting. Apply Establishment of temporary vegetative cover on disturbed areas that will not be brought to final maintenance levels of fertilizer as determined by soil test. In the absence of a soil test, fertilization 19. Properties and waterways downstream from development sites shall be protected from sediment deposition, erosion and damage due to increases in volume, velocity and grade for 30 days to a year. Temporary seeding shall be as follows: should be as follows: peak flow rate of stormwater runoff for the stated frequency storm of 24 -hour duration in accordance with the following standards and criteria. Stream restoration and Date Species lbs. relocation projects that incorporate natural channel design concepts are not man -made channels and shall be exempt from any flow rate capacity and velocity per ac. requirements for natural or man -made channels: Cool Season Grasses: 4 lbs. Nitrogen (N), 1 lb. Phosphorus (P), 2 lbs. Potash (K) per 1000 ft.' per Sept. 1 - Feb. 15 50/50 mix annual ryegrass & winter rye 50 -100 year 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 Feb. 16 - Apr. 30 annual r e rass 60 -100 p Y g ° G 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. 75 /o of the total requirements should be applied between Sept. 1 and Dec. 31st. The balance should be applied during the remainder of the year. More than 1 lb. of soluble nitrogen per 1000 ft.2 G b. Adequacy of all channels and pipes shall be verified in the following manner: May 1 -Aug. 31 german millet 50 should not be applied at any one time. 1.1. The applicant shall demonstrate that the total drainage are to the point of analysis within the channel is one hundred times greater than the contributing drainage Note: Alternate seeding per VESCH, Table 3.31 -C. 9 p 3.35 Mulching area of the project in question; or 1.2. All mulches and soil coverings should be inspected periodically (particularly after rainstorms) to (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 3.32 - Permanent Seeding Establishment of perennial vegetative cover by plantinig seed on rough -grade areas that will not be check for erosion. Where erosion is observed in mulched areas, additional mulch should be banks; and applied. Nets and mats should be inspected after rainstorms for dislocation or failure. If washouts (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 at final rode for over a ear. Permanent seeding shall) be as follows: g y g or breakage occur, re- install netting or matting as necessary after repairing damage to the slope or F use of a two -year storm to demonstrate that stormwater will not cause erosion of channel Ibed or banks; and ditch. Inspections should take place up until grasses are firmly established. Where mulch is used in F (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. General Slope (3:1 or flatter) lbs. per ac. conjunction with ornamental plantings, inspect periodically throughout the year to determine if mulch kentuck 31 fescue 128 Y is maintaining coverage of the soil surface; repair as needed. Application rate = 2 tons per acre. All c. If existing natural receiving channels or previously constructed man -made channels or pipes are not adequate, the applicant shall: red top grass 2 seasonal nurse crop (table below) 20 mulching shall be anchored in place. 1.1. Improve the channel to a condition where a ten -year storm will not overtop the banks and a two-year storm will not cause erosion to the channel bed or banks; or Total = 150 1.2. Improve the pipe or pipe system to a condition where the ten -year storm is contained with the, appurtenances; or 11. MANAGEMENT STRATEGIES 1.3. Develop a site design that will not cause the pre - development peak runoff rate from a two -year storm to increase when runoff outfalls into a natural channel or will Low Maint. Slope (3:1 or steeper) lbs. ac. A. Construction will be sequenced so that grading operations can begin and end as quickly as not cause the development peak runoff rate from a ten -year storm to increase when runoff outfalls into a man -made channel; or per kentucky 31 fescue 108 possible. 1.4. Provide a combination of channel improvement, stormwater detention or other measures which is satisfactory to the VESCP authority to prevent downstream red top grass 2 erosion. B. Sediment trapping measures will be installed as a first step in grading and will be seeded and E d. The applicant shall provide evidence of permission to make the improvements. crownvetch 20 Total - 150 - C. Temporary seeding or other stabilization will follow immediately after grading. Stabilization for all e. All hydrologic analysts shall be based on the existing watershed characteristics and the ultimate development of the subject project. Seasonal Nurse Crop: critical areas will consist of EC -2 lining. 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 Date Species Mar. 1 - May 15 annual rye D. Areas which are not to be disturbed will be clearly marked by flags, signs, etc. plan shall set forth the maintenance requirements of the facility and the person responsible for performing the maintenance. May 16 - Aug. 15 foxtail millet E. The job superintendent shall be responsible for the installation and maintenance of all erosion and � Outfall from a detention facility hall be discharged to a receiving channel and energy dissi ators shall be laced at the outfall of all detention facilities as necessary to g' y g g gY p p Y Aug. 16 - Oct. 31 aninual rye Nov. 1 -Feb. 29 winter rye sediment control practices. D provide a stabilized transition from the facility to the receiving channel. F. After achieving adequate stabilization, the temporary erosion controls will be cleaned up and h. All on -site channels must be verified to be adequate. 3.35 - Mulching removed. Application of plant residues or other suitable material to disturbed areas to prevent erosion and 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 reduce overland flow velocities. Fosters plant growth and provides insulation from heat and cold. system, or to a detention facility. Applied to seeded areas or disturbed areas that cannot be seeded due to the season. j. In applying these stormwater runoff criteria, individual lots or parcels in a residential, commercial or industrial development shall not be considered to be separate 38 - Tree Preservation & Protection 3.Protection C development project. instead, the development, as a whole, shall be considered to be a single development project. hydrologic parameters that reflect the ultimate of desirable trees from mechanical and other injury during land disturbing and C development condition shall be used in all engineering calculations. construction activity. 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 8. PERMANENT STABILIZATION: All areas disturbed by construction shall be stabilized with permanent seeding and /or sodding rivers, streams and other waters of the state. immediately following finish grading in accordance with )the plans. Seeding shall be done according 1. An plan approved prior to Jul 1, 2014, that provides for stormwater management that addresses an flow rate capacity and velocity requirements for natural or Y p pp p Y p g Y p Y y q to VESCH Standards & Specifications 3.32. Erosion control blankets will be installed over fill slopes 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 2H:1 V or steeper which have been brought to final grade and have been seeded to protect the slopes 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) from rill and gully erosion and to allow seed to germinate properly. Cut slopes of 3H:1 V or steeper steeper B 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 shall have surface roughening performed according to VESCH Standards &Specifcations B 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 Surface Roughening. Mulch (straw or fiber) will be used on relatively flat areas. In all seeding 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 operations, seed, fertilizer and lime (if required per soils report) will be applied prior to mulching. 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. 9, STORMWATER MANAGEMENT: 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 stormwater management measures for run -off quantity , are addressed by a detention basin within the 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 greater development project. The amount of proposed impervious area does not exceed the amount previously planned within the site limits, therefor further water quantity measures are not required. regulations, unless such land- disturbing activities are in accordance with 4VAC50 -60 -48 of the Virginia Stormwater Management Program (VSMP) Permit A Regulations. Water Quality will be achieved by purchasing credits. A 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. q� 1 1 2 1 3 1 4 5 T 6 7 8 1 9 1 10 1 11 12 13 14 1 15 1 16 1 17 18 1 19 20 1 21 REFLECTING TOMORROW www.balzer.cc New River Valley Richmond Roanoke Shenandoah Valley RESIDENTIAL LAND DEVELOPMENT ENGINEERING SITE DEVELOPMENT ENGINEERING LAND USE PLANNING & ZONING LANDSCAPE ARCHITECTURE LAND SURVEYING ARCHITECTURE STRUCTURAL ENGINEERING TRANSPORTATION ENGINEERING ENVIRONMENTAL & SOIL SCIENCE WETLAND DELINEATIONS & STREAM EVALUATIONS Balzer and Associates, Inc. 1561 Commerce Road Suite 401 Verona, VA 24482 540 - 248 -3220 FAX 540- 248 -3221 ALT H OF f `D. Kent O'Donohue, Jr." . Lic. No. 0406001683 17 08 -28 -2014 d �� ACA P E A L C� J w l 0 Y 0 w W OQ U J J f0 V U) W 0 Z U) W 0 It U) 0 W J U) F- 0 W 21 VA J ry Q M J LIL 0 F- I) 0 SCALE N/A REVISIONS: 05 -05 -2014 07-11-2014 08 -28 -2014 SHEET NO. C 5 JOB NO. S1300029 DRAWN BY DKO DESIGNED BY DKO CHECKED BY ERB DATE 02 -21 -2014 SCALE N/A REVISIONS: 05 -05 -2014 07-11-2014 08 -28 -2014 SHEET NO. C 5 JOB NO. S1300029 L K J H G F E L�7 GPA DEL AND WIDE MESH DROP INLET SEDIMENT FIL TER '18" MIN. GRAVEL (12 "MIN. DEPTH) RUNOFF WATER WITH SEDIMENT = ---�__ A .. �. . III'QI a IIII SEDIMENT WIRE MESH FILTERED WATER SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY CONCENTRATED FLOWS ARE EXPECTED, BUT NOT WHERE PONDING AROUND THE STRUCTURE MIGHT CAUSE EXCESSIVE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. * GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE. SOURCE: VA. DSWC J RO I LF ~r, 15 W I I. I , ` iq �. lilli111ilii1ll �, °rrfl�i tally ,sl 1 ilt�tl ttt��i I.a u1; 'tylllu{.I tr�llll tt 1llililillllili 11i�11 I_ >.�i1ta:�a.l�v sllok�ff + ilvk` ?:mpph_W -_ a 5-` asil "" "All a 4A,1111Vtcj c-ff 1", lil4ll '''- iari :1dvgllla(o c rwpn;4,111f p e ­-(rT 1 w i "I, ll w eL tlilll' l be a ai,lied als, %Iy 11 Valli Hit litf ;1110 h all ;nl )l% =l ., ; °e 1 'etxltly, al' ;a b., t'rslvwc r.' �4- -&tl l lit All zedijilerit ;;hall he 1 - }j ec°otfra° PAVED W..A.,S.H a?lll�l "i1it.� �- 'Ia�il]i a�1�ri11 -., a�1t�1►u.= tat ��°�rtIl:;t.�lirL:a -�., C CONSTRUCTION OF A SILT FENCE (WITHOUT WIPE S UPPOP T) 1. SET THE STAKES. 2. EXCAVATE A 4 "X 4" TRENCH UPSLOPE ALONG THE LINE OF STAKES. 6' MAX. FLOW / III- 3. STAPLE FILTER MATERIAL TO STAKES AND EXTEND IT INTO THE TRENCH. � Illii / G 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. r� G FLOW -III SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) FLOW Ilia POINTS A SHOULD BE HIGHER THAN POINT B. DRAINAGEWAY INSTALLATION (FRONT ELEVATION) PLATE. 3.07 -2 SOURCE: Adapted from li.stallation of Straw and Fabric Filter Barriers for Sediment Control,VA. DSWC PLATE. 3.05 -2 Sherwood and Wyant DRIP LINE PROTECTIVE DEVICE A MAXIMUM LIMITS OF CLEARING AND GRADING A PROPOSED GRADING w w � MIN. 5' W"roi WHERE DRIPLINE IS LESS THAN 5 rw CONSTRUCTION OPERATIONS RELATIVE TO THE LOCATION OF PROTECTED TREES Source: Public Facilities Manual, Vol. III, Fairfax Co., Va., 1976 Plate 3.38— K I 111FIAWN 'W45 EXISTING GROUND 70' MIN. rg FILTER CLOTH 6" MIN. I Al SIDE ELEVATION 12' MIN,* 70' MIN. B WASHRACK (OPTIONAL) VD ❑T #1 �� POSITIVE DRAINAGE COURSE AGGREGATE B TO SEDIMENT TRAPPING DEVICE * MUST EXTEND FULL WIDTH PLAN VIEW OF INGRESS AND EGRESS OPERATION 10' M EXISTING PAVEMENT 5:1 y \ MOUNTABLE BERM (OPTIONAL) T 10' MIN. EXISTING PAVEMENT 10' MIN. SECTION A -A REINFORCED CONCRETE SECTION B -B DRAIN SPACE SUUKCt: ADAfItD trom 1955 Maryland Standards for Soil erosion and Sediment Control, and Va. DSWC Com-Dacted Soil SOURCE: VA. DSWC 4.5' min. Plate 3.02 -1 PLATE 3.09 -1 AND ASSOCIATES INC 01 aWAH%N REFLECTING TOMORROW www.balzer.cc N New River Valley Richmond Roanoke Shenandoah Valley RESIDENTIAL LAND DEVELOPMENT ENGINEERING SITE DEVELOPMENT ENGINEERING LAND USE PLANNING & ZONING M LANDSCAPE ARCHITECTURE LAND SURVEYING ARCHITECTURE STRUCTURAL ENGINEERING TRANSPORTATION ENGINEERING ENVIRONMENTAL & SOIL SCIENCE WETLAND DELINEATIONS & STREAM EVALUATIONS Balzer and Associates, Inc. L 1561 Commerce Road Suite 401 Verona, VA 24482 540 - 248 -3220 FAX 540 - 248 -3221 K ('D. LT H of r t O'Donobue, Jr.a No. 0406001683 8 -28 -2014 C J w ....j > Y F Qw 0� U J 0� V E J_ Q W 0 U) !U^^ W J 0 J W j ,_/' m vJ 0 0 Z 0 U D TABLE 1.35-,1k ORGANIC IIF.tI.0 NIATERIA1, l . NI) APPLI('ATION RATES DRAWN BY RATES: € ULC HES: DESIGNED BY NOTES: "1',N W� Per Acre Per I C9(1 q. ft: DATE 02-21-2014 Straw or Hay I,-, - ' toris 70 - 0 lbs. free from av eeds and coarse (Minimum matter'. Must lac anchored- tons for Spread with mulch blower ivint.er cove£) or by hand. Fiber Mulch Minimum 35 lb& Fla not use as mulch for I�00 Ibs, winter' cover or doring hart., dry periods." Apph as Slurry. Corn Stalks 4 - 6 tons 185 - 275 liar. Cut or shrc;dded in 4-6" lengths. fir - dried, Do, not use in fine turf areas. Apply with mulch bloc ver or by 11 -Ind,, A'ood Chips 4 - t, trans 185 275 Ibs, Free of coarse n,,aatter, Air- dried, Trcat,kith 12 Pi ' nitrogen per -on. Do not use in fine Furl areas, A,I) "1l4 with mulch blower, chip handlcr, or by hand, Earkw "laps 50 -70 cu. 1-2 CLk IdS, Free tr1 co arse:° matter. Air- AM. Yds. dried. Do not use in Byte Shredded turf areas, Apply with Bark gulch blower, chip handler, or by hmid_ �Vfien fiber mulch Is the only available mulch dewing periods ar+laa n Straw should be used, apply at a minimum rate of 2000 lbs. /ac. or 45 Ibs,'100('t sq. ft. DRIP LINE PROTECTIVE DEVICE A MAXIMUM LIMITS OF CLEARING AND GRADING A PROPOSED GRADING w w � MIN. 5' W"roi WHERE DRIPLINE IS LESS THAN 5 rw CONSTRUCTION OPERATIONS RELATIVE TO THE LOCATION OF PROTECTED TREES Source: Public Facilities Manual, Vol. III, Fairfax Co., Va., 1976 Plate 3.38— K I 111FIAWN 'W45 EXISTING GROUND 70' MIN. rg FILTER CLOTH 6" MIN. I Al SIDE ELEVATION 12' MIN,* 70' MIN. B WASHRACK (OPTIONAL) VD ❑T #1 �� POSITIVE DRAINAGE COURSE AGGREGATE B TO SEDIMENT TRAPPING DEVICE * MUST EXTEND FULL WIDTH PLAN VIEW OF INGRESS AND EGRESS OPERATION 10' M EXISTING PAVEMENT 5:1 y \ MOUNTABLE BERM (OPTIONAL) T 10' MIN. EXISTING PAVEMENT 10' MIN. SECTION A -A REINFORCED CONCRETE SECTION B -B DRAIN SPACE SUUKCt: ADAfItD trom 1955 Maryland Standards for Soil erosion and Sediment Control, and Va. DSWC Com-Dacted Soil SOURCE: VA. DSWC 4.5' min. Plate 3.02 -1 PLATE 3.09 -1 AND ASSOCIATES INC 01 aWAH%N REFLECTING TOMORROW www.balzer.cc N New River Valley Richmond Roanoke Shenandoah Valley RESIDENTIAL LAND DEVELOPMENT ENGINEERING SITE DEVELOPMENT ENGINEERING LAND USE PLANNING & ZONING M LANDSCAPE ARCHITECTURE LAND SURVEYING ARCHITECTURE STRUCTURAL ENGINEERING TRANSPORTATION ENGINEERING ENVIRONMENTAL & SOIL SCIENCE WETLAND DELINEATIONS & STREAM EVALUATIONS Balzer and Associates, Inc. L 1561 Commerce Road Suite 401 Verona, VA 24482 540 - 248 -3220 FAX 540 - 248 -3221 K ('D. LT H of r t O'Donobue, Jr.a No. 0406001683 8 -28 -2014 C J w ....j > Y F Qw 0� U J 0� V E J_ Q W 0 U) !U^^ W J 0 J W j ,_/' m vJ 0 0 Z 0 U SHEET N0. 21 JOB N0. S1300029 D DRAWN BY DKO DESIGNED BY DKO CHECKED BY ERB DATE 02-21-2014 SCALE N/A REVISIONS: 05 -05 -2014 07 -11 -2014 08 -28 -2014 SHEET N0. 21 JOB N0. S1300029 i' /l I I REFLECTING TOMORROW www.balzer.cc New River Valley Richmond Roanoke Shenandoah Valley RESIDENTIAL LAND DEVELOPMENT ENGINEERING SITE DEVELOPMENT ENGINEERING LAND USE PLANNING & ZONING LANDSCAPE ARCHITECTURE LAND SURVEYING ARCHITECTURE STRUCTURAL ENGINEERING TRANSPORTATION ENGINEERING ENVIRONMENTAL & SOIL SCIENCE WETLAND DELINEATIONS & STREAM EVALUATIONS Balzer and Associates, Inc. 1561 Commerce Road Suite 401 Verona, VA 24482 5411248 0220 FAX 544248 0221 Aj'TH OF f 1D. Kent O'Donohue, Jr?' Ill Lic. No. 0406001683 ti 7 08 -28 -2014 0' d t� SCA P E A R G� JW 0 ®W W _j OU J J O 5 V J Q W 0 W M, J i U_ > J ID � W J M U) a r LIB O !!O )- o 00 O U 10 1 11 1 12 1 13 1 14 1 15 16 18 19 1 20 1 21 DESIGNED BY DKO - °D 3.00' 6° FINISH GRADE EXPANSION JOINTS 11 ® 20' 0" O.C. (MAX.) SCALE E m ° - with : �q'Itill' 'a�' I4A[Ta O P" °A`� FOR MEN Ta OU ".ET PfPE \ \ \ \ \ \ \ \ TOP OF : `' ° / / / / / / / / /// � ti 0 N Scale � SLIPPASE OP OF CUT � � _„ .. - T ,, - . RAE +E' - , .. 7E OF Fit a /j /j /j /j /j /j /j /j CLASS A3 a CONCRETE PAVEMENT 0 • W_...., GC�MLINA -1 L PON URNEPORMI . I �' i J' —. DIVA rI, "�4 i III = III = III =i I I =I I I� I I =� ✓ / / / / / / / / / / / / / / / / / / / / /// Swale �i Needed d -.:_d �, A iA. iS rl"lld kxa : rat Nr 4 LI k.L�GL � +F- :r'A`IEM,.,f�T y CCoo��LdLp !''v,%,9 71fi; R^ �, ,.. ft CI N ; a Ir LAMI'INATNOIrI 4Ji`9',DE9'a9..7RAiNVI 4rI 2 ON FILLS i TRAVEL LADES ..`a� 4 •.00. `.., :. °..�. _.. a. ._.. e' -° r. o.:. ;�: e• ?. _v. Q .III— .. a. .. :' °. =2 " °• '.. ,. "•••.. •. -. ;6.d °•vi:...q.. - - .. ( III II -' ° e ♦�A.o �e•p oo•.. o.w; �•: I� °'- `- ..o.. • — — - — — — —_ —_ .. o . moo. ...•; _ A a — p p o: • jj j��(j I I—I I I III I I I� I I I I n o 'D_ >�+, O•ie .'c+"C' o a". i�,� tT'A,A� 3 eli 4,.JI,n " ". "I, " " "Fn Gtlma,rTAt1€�vn i I,rJTr L°'uL '': ° ILiiFE "' Na a9,JY"'IU°iJG-`:y' g, _ CENTER LINE SECTION 4WgT4I .F,FB E 1 SELECT FJA ERI;AU, EDGE �T PAVEMENT ja .b ,dt ° III =III —III — II- s s, aR — — — -III —I — , .. JACKSON, I =1 I I =III =1 III —I I� I I °: — — — °' •r. °. , i 4 - _ .. ,. a �'a °�'�S7d -v. , SETBACK I _.. .. �,-..,...-..,.".,....," .,..,.......,,_.,._.,.._.__...- :�?-:: a. b ?r;a'�.d ° ^`;':' a' :'o'I.}:''r- 4Io'.: •..'r y: : °:�o_ •.:O %�; :._s?:•':e a�:'•.,P - ?-' - .a a ' -f P Sot .:. •.. yaw. rood? 7 x : �A,TY �iW, a .. TRENCH PLACEMENT I - YPICN_7 9 TO OF FILL: .. .., p.. r° °v.. i'.+.°o -: .a.a Md:a.. .c.Do ;,. ♦oa •..?G-re alb of ?D r4i°.`o ..b.;.- •'::.....� >,:: d, ^oe� '419; m iota" °.q,_p. !p.. °,a ::p- O��� d� �o q;. .. s.a• >.• a,i- a� - 4" STONE BASE REQ'D � �� �- - Nd r. LrNrl r .- _ aRFEUENT SURFACF k RASr 24 END VIEW WITHIN STATE MAINTAINED 12~ I N , AL- ... ` _ - - _ T, � -A- ' "'" LikNI"f�"' OF PAY FOR SsdE OUTLET PIKE _, -., ,. ?,a _.. _ c; f.,,'� ., c� v n Ca- +F•-- SLt.Gr R'A! EN'!AL f YNL '_-.R r (,T ,., PL VII W SHOIINI�NO I RIGHT -OF -WAY THE BOTTOM OF THE CURB & GUTTER MAY 6x6 NOMINAL PRECAST WHEEL STOP BE CONSTRUCTED PARALLEL TO THE SLOPE *STONE NE BASE IS NOT REQUIRED OF THE SUBSURFACE COURSES PROVIDED A 6 -0 IN PRIVATELY DEVELOPED SITES MINIMUM DEPTH OF 7' IS MAINTAINED - - -__ - -- +�iENTJE = w CD-`2 �IDi�DF�AII' BUT MAY BE BID AS AN ALTERNATE. Stocks Forward During N J AG('Ri `. tA'TE,€ .ALGREC'ATE c OPsHLO GLASS MEETING 08 GRADATION RE:OOIFEEEIiT E(7TETLE 1.O„ ncF ,. NON-PERFORATED OUTLET PIPE - UTILIZATION OF THE STONE BASE TO BE COORDINATED WITH THE ENGINE ER AND CURB AND GUTTER CONTRACTOR G'6 (WET) DETAIL - Instalifi to Engage Shear FABRIC CRUSHING LITRE T :' NTS Knobs, (Typical) � rr T. A,^ �� 191 ER M r °, T E O _ a il, ' a 1 kI1 - _ 4 s t,d N OiJT SMOOTH MALI_, PVC .103 ri,153' - - r- ° „ „P ,1F'AVEMrRT SURIAOE s B E, SMOOTH :H WALL PE 10 h �I °�X c' Pal �t3�R � .r _ " , - �4 = - -® SiBBAII .R CEMENT ST pL13ErL SUBBASE _ .? c, p_4a . a, 44. ,LL r'H1CWh E�,�.^.s. ti+IRJ. [WAS WALL �- F_:`�, ` 'r" ' mac"" 4�d'tiTEPI�T. T PE A ul xxV�1C�Ck�.`Fvr7L 5 REBAR 2' -0" LONG RADE 1UPPLIED BY G.C. FINISH CONCRETE GROUGH GRADE 4° M _ ..,m., - ,�,. s E. hF17 , :...`, c o a ... � ... � r� h � eR EEi"T s _ c. - , .. x . .. , ,e rr I � TESTl AECORDII STIM D-2412 AT 5)° OFF b:c:TION- 4� EJT Ok L. E- ETA�f I�_L, ® #E"A A;"CCRECATE, AS ACCRIL AT'E OR ,PUSHED - ELEVATION TOP OF PAVEMENT � \ \ \ \ / \ \ \ \ \ \ \ \ \ \ \\ °.- 6. ^ ,•i ` _ n Free Ii ralnln ee 111 to Extend (�(ti Ce EI, hT �.. -= .. °_ ". GLASS F,�Y�f &N43 00 GRADA=14 N LeA IIIINi F,lw93�,! ^d L;s, ER IC � GENERAL NOTES CONCRETE BUMPER I at Least t2' in ll F °HALL BE FILUED WNH A.,G,&CAT -E AND r€'rROUIL;HL`i" HAND TANIPEC To 1� =ICI =1�I =I�1 =1�I =ICI =ICI .,e D a I - N RL _OIF TN POP K D IIIIIt III —,III BLOC DETAIL L ,°• I I I .., 11u I II y r �, -.I; i d I," hlieR G�DtO. €i R�.� Gr Hind Level , ,,.. .. .a ° -' '�,.,, °� L..: ._ a _ ,,., - -. .,. -.� - ,. ,.,. -. „- a..., .. ;. Af PPZ 9AIC i ,I.AJ:i �,' N,,r a. �, MILE h IW E r t Et l .. HL sJU or FtJE Tr,VEL �A d iATEMLNI v PAU. -_. i ° x,FIiA,11. ?FE: P1, A�.,� 1 ON a :;�ADL I;a�:R�LI' L TL ° °� ,TEE SI„uuLOLP SLOG 3 r. aksA�. ,sA .- '"r'•".'��:.. -,u. .,. '.:_.. +- 111_SI AL1k �'G;' G�'AD�- I L_I I LI I I_I .. - o.A. -.�'. _:O.•: •....b: ni:- r:�i•.:'.ea..i NTS — — ° o o °. -. a §'.•:. °c":,:: •.<' -: 12 . - - - o. :..o — — — 4" STONE BASE REQ'D I I I I C I I� -� - ...a�° — — — e'.o: ° ^4;:o� °a: fo.b 'a: :, o� _ a. s b• 's:. L - - I u.� l< c It -.., h. cifit 1 ..�,- � ( t I I ' - , E _ ? T £ RN,O GIRL r wn ., =4 c. a ,�„a,..„�..a.,., „��- •-- •- •• - - -_ C E .:— .,. ,,ah! LdFlt'" A�dlf� ,- .l- ilfk'R T,.]a '�HFF,f Rf I. IMr�l,u- .S161� TF� ,.T- r�RWA -F RcCrII�F. dT L F ,r l..NOLi UI.AUS, ,aLL J iW. rlr LaA: LOCATED s_ AS T agar ,r�,a DROP CC1 ,E- ° -i:4 . lih'ILLTS IuIIfT biAFJiS�:LES- I WITHIN STATE MAINTAIN - III -III v a,.aa ...e.o 4.�.s ..... RIGHT OF WAY ' ::0::, / "a 0, °:b.:°: -•... as :..N. ..a -4-r'. *STONE p.-•:•-a,,•-:o:.-:.'d:.,.:.- N - - I A s. r r cE�. tol u, ^' �. ,.. ?, a�4dl tl E d [.,w e4�?- +,.,`: ,.- ,, Tx AGGRE 11.- _ASE. kAYERIAd, 1"YHE T- _ - _ r ,, A. TOIL' s-JPW-RELE d, TIEU S x.a]"JS; TR£Ni.H IS O 9E .3' LER ENTIRE PAVFM NIT AREA CI E taU, 2 L LS Mih CrE IS _ _ �_ � I � AI afi +,.t Tz T P- t. nN CO L Gw DE ON , BASE IS NOT REQUIRED * 4~ •a,ie "a av -y'; as -` o d}•. ':ems : «., , .:a_•.. ....oq :. IN PRIVATELY DEVELOPED SITES , ca- BUT MAY BE BID AS AN ALTERNATE` Le�� llrl�J a� - ' 5, I.� CF:T AT �LMUT END Cr OUTLET PIPE TO BE ��I0AMUM or . Am - UTILIZATION OF THE STONE BASE �1 CG-2 D ETAI L _ �' �� j�ErA,,ON N: h T _L�.ATr3N Fig RE+_MEN GRpJll DITO OR STRUCTURE. " :.. •" � .. .., , PLACEMENT F CCU 2 JNDERDRAIN AT " , . � , TO ,a 1 } �rul 11, 4 I LEuLtiEE, i�rL U1sm,.r .Hi AT LIR�IT� ER TsIOTLEf P`IP ,n T ,_� TO BE COORDINATED WITH THE ENGINEER AND CURB AND GUTTER CONTRACTOR NTS - � m t 01 °t Jr to SQL Eira1 , pX BRIDGE APPROACH SLABS ICE .F ilia ANi� LqJ, OA: Sr !, ,74,1 +I AS THIL � ; L] BPS. �( - ;A ^"Na��dU' Ei12i1T�3c�') �, I I' N - „ Crushed Stion C �' � I L III I m Pad ave N� ,. �� 0 , BE EEa:.LIF'IELY CONNECTED TO E# - R THEFT DRNN,AGE OU LCT ST CTIILRE� TO afE e fE TIO , REFERENCE E E` �y COMBINATION pq�,�y i '� T Q ' UN'�f�L✓frf VARIES EXISTING PAVEMENT PROPOSED PAVEMENT 1 /2 PREFORMED EXPANSION SEE PLAN SAWCUT AND CHIP AWAY K IP��A� A�i3 BRIDGE: sTA?vE'A�2L] J DINT FILLER WHERE �12'�EXISTING SURFACE COURSE ADJACENT TO BUILDING (AT GRADE SAGO'S D iBRIOGE APPROACHES) 1 501 RLr.'I:slt""!N SATE �FtE'LT t OF _ +2„ TOs 1f�?G£Ed,IA ?"iFKxARTW.JM OF MA+T nE1UM n'Q Oha -- -- -- - -- ° v ° 4" PROPOSED SURFACE COURSE 00dl° LDO f T N a,,sl, Se .. IG L� ings of Each CarJd�# a CLASS A3 AIR -� -° -.o-o -° -,o -° ENTRAINED CONC BENCHED o PROPOSED BASE COURSE �� � a o v o o� o ;-M-5-0 4„ JOINT MENT /o Shown in Gsk IT Charts _ o o to � oo/ PROPOSED AGGREGATE SUB BASE #57 STONE 0 0 o � r 0 , ° COMPACTED SUB -GRADE _ - S" NOTE: FINISH - TROWELED EDGES, BROOM FINISH PAVEMENT JOINT DETAIL 004 1 I ,I I, II ,, J,JOl a N 1a T�r�1 a' "j, _ - SCORING EVERY 5' SUBGRADE COMPACTED „" ,I;' ,m �t, ~��,I � �OI� �II�B LL "�„�� y � i r- national, EXPANSION JOINTS EVERY 20 TO 95% COMPACTION NTS I _. _ .0.. ; 0.C' 9 fiM°' -mmm`mm ' Ca vc J" FPe'ti d Id "d ^al - - -- - � . � -, '" iii I 2? I ; TvJa lAT In Black Ears'vllyWa91:i 1414, -,- -- „ - I -9.5 BITUMINOUS NOTE: CONCRETE PAVEMENT 1..""' £�f2#IN OF F. HAT IA;x I MIN. PAVEMENT AGGREGATE BASE Ell ^ SECTION SHOWN. COURSE-21B SIDEWALK DETAIL ACTUAL PAVEMENT SECTION TO BE 1-1/2" N.T.S. BASED UPON SITE SOIL CONDITIONS 6" AND EXPECTED NOTE: COORDINATE WITH ARCHITECTURAL PLANS. TRAFFIC LOADS. III III III —I I I� I I III - III -I I I I� I I I SEE CONIC APRON DETAIL THIS SHEET. I I I I I IEEI I I= 111 = 111 =NI I I�11 Ill 1 in I I MASONRY WALL =1 =1 =1 95% COMPACTED SEE ARCH. PLANS FINISH GRADE SUBGRADE H SEE CIVIL 8" CLASS A4 CONCRETE STANDARD PAVING DETAIL H ° a # EBA AT 4„ R <' 1�7� ' ~ ♦- j7 - € �,c�-, a o NTS eoc °. < ..all t • •. _ i a I , -'s_ , i l rj�� I i 'I _ , ° er _•. . 6 VDOT TYPE I, NO. ?8 0 I Ni-E I. _. �_ �, = �._.. -_!a; I €.—,, � s-Ijf, 3_ }r II�I� _ I L ;i�',_ o R• o o a AGGREGATE BASE �i'' 1� 1.M1 1 A NN; si Q. a.< a -'_ ��Yi (COMPACTED) ( C HANDICAP PARKING SIGN G !, , � � 'Il II Il� 7THICKEN r �/ WITH INTERNATIONAL G SYMBOL OF ACCESS ON SLAB @GATE BLUE BACKGROUND. OPENING W 2 4's C � - SUBGRADE COMPACTED PROVIDE THEFT PROOF .� CONT. i BOLTS, WASHERS & NUTS. TO 95% COMPACTION III PI ,' F M PACTO R LOADING N P CONIC. CO �& G AD DETAIL ,. .. I �I _ DUMPSTER PAD DETAIL F N.T.S. NO SCALE , q " ON ACCESSIBLE Vw mo ME TOW AWAY ZONE PENALTY E x.57" [497mmg -,--I Plan Notes V% —1 ME row AWAY zoNE E Series Number: PP08-- 08.502F.GB -G21E 1. Grates: •Ductile Iron per A,STM A536-84 Grade 80 -55 -06 E ( ) Uncoated 2 2 N p en Area: 0.65 FT er Lineal Foot 019 M er P P [ P - `J Lineal Meter ] � Load Rating: 1235 PSI (AASHTO M -306 Test "IJ 4 LIT N _ ITAR ,r -- T'I „o.1 l 1 1 L�” 1, ,' �,. HANDICAP SIGN NOTES: 1. ALL SIGNS SHALL BE REFLECTORIZED. 2. ALL HANDICAP PARKING SIGNS SHALL HAVE THE BOTTOM -- UUL in --_ EDGE OF THE SIGN NO LOWER THAN FOUR -- x-13" [29mm] •Made the USA -•, w T- I 4� FEET NOR 2. Form Release: Non - Petroleum Based ; s � WAT r� }] Ago HIGHER THAN SEVEN FEET ABOVE THE PARKING SURFACE. D GRATE TOP VIEW 3. Concrete: Concrete Thickness and Reinforcement per F -�- �'✓ D r r in r.81 bdcit8rth (ROTATED 90•) 4-OS ¢¢��jj�'�rinFFe �} PP 1" [ e ] A rltcation. i -f� `II - "TAk x -. „- ,.. " AST (SON LID � 36" METER, Bl.i." WALL— MOUNTED HDCP SIGN DETAIL 00.50" Anchor Pin i --- -. NO SCALE Hold Down 2 X 2 X 0.19 ," ., {�I �' x ,A� dlfr Ilu t � a " ,- ,;, ,, I € � ,, �. .• ,i,� _. � . j._ ...x- r -1-, -� �� . _ :. _ -� :_� .7_.� - -- --• -T- - - � r- - - -�i.�_ � _f__,. r., _;..� , Device GRATE END VIEW �' 50.8mm X 50.8mm X 3mm - [ ] r� . I _ € , � .'„ i �Ir.. q ,. _� .. _C. - ? i ' 1 1 � � � �� I- ! � T _ I - - - -�- - - r�--I-1- - -- -;' Part R08.5 Black Epoxy Coated Steel Angle with Anchor Studs' 63" [270mi�a -} Part #G21E I ter, "_ <; 'L .• Ec T. A ..._. ... ..., R ' T cra : � �_� T �. , �. r 7-. �-�-- f --_r- ..1 __.t .-L.� L . , - 'r- ------ .L. , a—r�- - n C_ a. .z f , = - rT..� L ._ ... .. - r _vt.r.�" � . � :. _ � t_ _ __� � L � ' -1J , T..Ia_. i- r . � ° Z I > - __�.._ i f r � > - - - - T i r_ I T t =_ T_ I I = ��_� t Z T TTL L - a y ; - -- __ _I i 1 r C,. __ t L I %__ C n a j _r 1 i 1 - '._L. o Concrete Slab a 6 E ;'I L N SI N __..[��J 1 :..7 _.1.. ! , i A. _: =! —r 1 :. L ... : v 8» a Expansion Joint Both ± ' ' " f. r' Pi SLOT (Recommended)' Depth a Sides Recommended —, � 2. L ? ,' -, r P 203mm PLACES) :.` ;= , _ ! 1 t a n I Vanes, t. r .I DEWA� B ` Rail ClampI ." I l ✓L T FLUSH s� MAX (20H, I V) B a ° II i� r I a Precast Polymer a : Concrete Trench Drain Part j 4 plEll I° Ilh m ,- , '1 ._- VARIES, SEE a Monolithic Pour ° no #PP08 � .. '',, (1) FOR TOUCH REAL• METERS A 1-3/4' DIAMETER HOLE (Y REUUIREG IN WE LID, a .... 6" [152mm] a - a No -Float .. :.. ... ._ Minimum All Sides a , #4 Rebar U -Leg t1. - `; U MAXIMUM 2% PAVEMENT .. 3" [69mm � -` � " ��•' � � TYPICAL �� TFPP HOOF � SCOPE N ANY DIRECTION Minimum 1 1 _ . _ t i __ � I L } III L I A 1 [ 25m m� Anchor Slab �-- ....._�_ _._ - _- ,- ,..._,.,.,, _. " -" °"--- ------ -------- � � - ,: � A Minimum END CROSS SECTION VIEW NTS � � ACCESS ----- I , - NOT TO SCALE 1 2 3 4 5 6 1 7 1 8 1 9 1 10 1 11 12 13 14 15 16 17 1 18 1 19 1 20 1 21 i' /l I I REFLECTING TOMORROW www.balzer.cc New River Valley Richmond Roanoke Shenandoah Valley RESIDENTIAL LAND DEVELOPMENT ENGINEERING SITE DEVELOPMENT ENGINEERING LAND USE PLANNING & ZONING LANDSCAPE ARCHITECTURE LAND SURVEYING ARCHITECTURE STRUCTURAL ENGINEERING TRANSPORTATION ENGINEERING ENVIRONMENTAL & SOIL SCIENCE WETLAND DELINEATIONS & STREAM EVALUATIONS Balzer and Associates, Inc. 1561 Commerce Road Suite 401 Verona, VA 24482 5411248 0220 FAX 544248 0221 Aj'TH OF f 1D. Kent O'Donohue, Jr?' Ill Lic. No. 0406001683 ti 7 08 -28 -2014 0' d t� SCA P E A R G� JW 0 ®W W _j OU J J O 5 V J Q W 0 W M, J i U_ > J ID � W J M U) a r LIB O !!O )- o 00 O U REVISIONS: 05 -05 -2014 07 -11 -2014 08 -28 -2014 SHEET NO. JOB NO. S1300029 DRAWN BY DKO DESIGNED BY DKO CHECKED BY ERB DATE 02-21-2014 SCALE N/A REVISIONS: 05 -05 -2014 07 -11 -2014 08 -28 -2014 SHEET NO. JOB NO. S1300029 REFLECTING TOMORROW www.balzer.cc New River Valley Richmond Roanoke Shenandoah Valley RESIDENTIAL LAND DEVELOPMENT ENGINEERING SITE DEVELOPMENT ENGINEERING LAND USE PLANNING & ZONING LANDSCAPE ARCHITECTURE LAND SURVEYING ARCHITECTURE STRUCTURAL ENGINEERING TRANSPORTATION ENGINEERING ENVIRONMENTAL & SOIL SCIENCE WETLAND DELINEATIONS & STREAM EVALUATIONS Balzer and Associates, Inc. 1561 Commerce Road Suite 401 Verona, VA 24482 540 - 248 -3220 FAX 540 - 248 -3221 �LTH OF f D. Kent 0 Donohue, Jr." V, Lic. No. 0406001683 ,-, k 'Y� 08 -28 -2014 SC? P E 01 G� �W W 1 y 0 Y QW W af OU J J_ tO V Z W U U) 0 Z Q U L.f_ N 0 W U) 0 Mi ii J ry Q W m J LL. O Z) O DRAWN BY DKO DESIGNED BY DKO CHECKED BY ERB 10 1 11 1 12 1 115 14 1 1 b 1 16 1 17 18 1 19 1 20 1 21 LANDSCAPE SPECIFICATIONS LANDSCAPE REQUIREMENTS NOTES: 1. PLANT MATERIAL NAMES ARE IN COMPLIANCE WITH STREET TREES REQUIRED: 1 MEDIUM SHADE TREE PER 40' OF 360' OF 30 0 30 60 90 0 HORTUS THIRD SIZES AND GRADING ARE TO COMPLY ROAD FRONTAGE = 9 MEDIUM TREES 0 WITH THE LATEST EDITION OF AMERICAN STANDARDS PROVIDED: 11 EX. LARGE & MEDIUM TREES FOR NURSERY STOCK. PUBLISHED BY THE AMERICAN " ASSOCIATION OF NURSERYMAN. Scale a e 1 = 3 0' I INTERIOR TREES REQUIRED: 1 MEDIUM OR LARGE TREE PER 10 SPACES = 2. ALL WORK SHALL BE COORIDINATED WITH TRADES. 34 SPACES /10 = 4 SHADE TREES PROVIDED: 4 LARGE OR MEDIUM SHADE TREES ° _ _ _ _ _ _ _ _ _ _ _ _ 3. USE EXISTING TOPSOIL AND /OR PROVIDE NEW TOPSOIL, I WHICH IS FERTILE, FRIABLE, NATURAL LOAM, SURFACE ! f 1 N SOIL, REASONABLY FREE OF SUBSOIL, FORIEGN MATTER INTERIOR LANDSCAPING REQUIRED: 5% OF PAVED PARKING & VEHICULAR CIRCULATION = N AND ROOTS, STUMPS AND STONES LARGER THAN 2" IN 11,626 SF = 0.05(1 1,626 SF) = 581 SF 1 I DIMENSION. PROVIDED: 600 SF OF INTERIOR LANDSCAPING l dJi llti�" 1111 .LiI'K'TC1�7T -Iz Ccjt o-° r�° a1tTt1tr1m1 i' 11wd,. li, 1ilTubirpl1 medilrlT.arl¢15aapt,Phnit; {yir�i ... J j 0 ItintIIlrt�': lip I11 -284 111-297 For com lilt, IIII "+qw cfflt'.'y1t1 nj 4. CONTRACTOR SHALL ASCERTAIN LOCATION OF ALL,»st, I 1 UTILITIES PRIOR TO EXCAVATION. SCREENING REQUIRED: NONE �k„l nsll ;tlll,��,rl��,,a „t,�d�e�a�,l: `110' OAK l r PROVIDED: NONE nIP .- I o17t- [� ul Y 1 1`E 11, l� ,__ i 5. CONTRACTOR SHALL MAINTAIN PLANT MATERIAL DURING L ,� r INSTALLATION MAINTENANCE SHALL BECOME TREE CANOPY REQUIRED: 10% OF SITE AREA = 0.10(31,913 SF) = 3,191 SF M RESPONSIBILITY OF OWNER UPON ACCEPTANCE OF PROVIDED: 4,884 SF "'.TIT'"'` r ' °11tatl�I `. r11ftF_L;!ltt 1.1,x1, I M WORK. (SEE LANDSCAPE SCHEDULE FOR 1 � 1 CANOPY COVER AND QUANTITY) ,I 1 -11 ,,. r 4 � °,t.;, fi :I.1 I III .1;11.” 1111 1 11x1 It I 11,, "z.1 - �� 6. WHERE THE LANDSCAPE WORK IS COMPLETED, THE _i r 111iJi IIIL'tIl L! III IB} I 2lkIS'k o it .;1��,� �t.t, „� �11 ,�1 , 1 � t• 'rt1� � �� i OWNERS REPRESENTATIVE WILL, UPON WRITTEN REQUEST, MAKE AN INSPECTION TO DETERMINE �y, <,15r,r1i11 „` r,xtr,' „” , t r 1 1'.11, 1, tri l,tln 1.,,,4. ,Il s1, t „I , t „ e .11., °a.1, I-, 1, 1t,- r } g ACCEPTABILITY. IF WORK IS NOT ACCEPTABLE, REPLACE LANDSCAPE MAINTENANCE: It AND CONTINUE MAINTENANCE UNTIL REJECTED WORK C ,mnij ,,,,,a,nd,,,;, � -� ";2I,11 "1t ,.tt.,,a<<T7;il ",, REINSPECTION AND APPROVAL. 1. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, ,1,1 1,11:,r,1;'L,Yu j". .nr'C „,.tF91t- t.�l.i, -:_ ,.,�,,;irl: 1 ��', ��_ 1, nit it: _ s, r" 1 , 1r11_,1�,1�rNt,�,',�!6't,o ;;,,1 ,I1 r71 ,`,', L AND BE MAINTAINED AT MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. . Soil Fro l I and S torsmic.Ilter r, iiio.i tTNL„ L 7. GUARANTEE ALL MATERIALS AND LABOR FOR 12 SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE ,1111 It's 1! 1 1 1l�,Iol I .I - I! CALANDER MONTHS AFTER ACCEPTANCE. OVERALL HEALTH OF THE PLANT. I (4t A. MAKE REPLACEMENTS OF ALL DEAD PLANTS IN'` IMPAIRED CONDITIONS IN EARLY FALL Lj �_ ��L� 111 ��111 =,�:L ta1�l, l 1, ,.� t rtJ tl :I�i w1 nc . t.'�e' e ss� °�1- I _ I "`�� z� ,)' /X,�, � FOLLOWING PLANTING. LANDSCAPE SCHEDULE TfI l�'I'1 —.E E B. ADD ADDITIONALLY IN THE EARLY SPRING FOR a i J Id T­'I btu ,1. - -0- t ' 1111 t ]",Q o f1!1 lt. .11n iI11q . - ITo It s- b I a' = "d THE SAME OR OTHER MATERIALS WHICH ARE 1 t G 1 K DEAD OR IMPAIRED FROM THE WINTER LABEL SYMBOL SCIENTIFIC NAME COMMON NAME PLANTING SPECS QUANTITY CANOPY & 1'r}1 uledil" _ t ,,, , 1i� 11 :,lre 1 :'_tl_ ,,:-1,,t 1 111 °_,1 111111LUUILi 11 h�� iell,lO �1 : �, ,,, ` I; L } �y , } 3 s K CONDITIONS. COVER (SF) 8. WITHIN 10 DAYS AFTER ACCEPTANCE, THE CONTRACTOR W ZS Zelkova serrata "Village Green” 4 452 „ . 21 cal. /B &B Green Zelkova 0 tt':L.li 1R, I. ,1-111!,111 ls.c.l.=1l, 1 .t:,; {t,T.,,:Q,1 1.c11 1,a I '° „�n.In,Jtt TI.:azl.1Lin Lj:.1:11,11c T 6 � Er SHALL DELIVER AN OUTLINE OF MAINTENANCE village PROCEDURES RECOMMENDED FOR THIS PLANTING FOR LJ THE OWNER. �I�.(I 1 1� �''''''rry� LJ I I 1 ",'" Ill lc'Pi ,1Tt1t:.e1 v,.I L! iT_an °�12 i11I 11.3._; i ..itl : ^. - sl I. t'... „,.I 1i L. )-- I1 x::':1 e t .I t- 1. __LI: -}1 I d� -tll 3-.' , -'L, j ` 9. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY DURING THE GUARANTEE PERIOD TO PROVIDE WRITTEN W PC _(7� Prunus cerasifera & Flowering Plum 6' -7' HEIGHT 2 143 11. 1i� �t ° =� =I �unneln _ �T n -,N ,t1 - - r 11 r I =;1 lit! thw'i• nr- ° rl =el sn ,t :},tilt ;3:,77 1` 011-ti't' r a 11 t li ] '. I- P rr ut, •'l nti } ! I l 0.N; � cvs. (Match Existing) „ I1t a I J NOTICE TO THE OWNER OF ANY MAINTENANCE !— PRACTICE WHICH IN THEIR OPINION WILL AFFECT THE GUARANTEE IF NOT REMEDIED PROMPTLY. CC Cercis canadensis "Hearts of Gold” ,> 6' -7' HEIGHT 9 124 12.1_se.e1,� I tlar: +. e ::_ , , . 1 it! .:” 1 "Ire °._,:� � 1 ! i �. '.'�, I' 11 1:1 F',.;: Hearts of Gold Redbud 10. DO NOT MAKE SUBSTITUTIONS. BID MATERIALS SHOWN BG ff )) 11 Buxus Green Velvet Boxwood 18 Ht./cont. 3 21 10 13, Darmgt'1 T`er � 7 9 1 y j } I 4.-1 I ar ['fl f.t :.I "fit 3 ,3Tr, "'.till 9Y, i,m tl 1 L,I "nn I"✓ f' i11IV -. I.�",f M111 1'u 11m1, ck1 .•""111 x1�'t,,.E °•lI t1�L'�.' :F�9aC'. 4 I ON PLANS. CONTRACTOR IS ENCOURAGED TO PROVIDE x WRITTEN ALTERNATE LIST OF MATERIALS, SIZES AND NUMBERS SUBSTITUTION FOR COST— EFFECTIVE m `iC)TE- IT IS THE DFIV1C1 t'�rEWS RFSP� °,NSIBIt.1TS°T0 r' €�:`,Tl R e rrx TICS: CCIN°TPvkCTOR ON TREE MAINTENANCE OF DESIGN INTEGRITY. �' PIL Prunus laurocerasus Otto Luyken" Laurel 18" Ht. /cont. #3 4 10 I I Otto Luyken 1 `� "t a 1 1 1 . THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO PROPOSED CANOPY 3,460 SQ FT "t1`''° I "`�' t:1', ACCEPT OR REJECT ANY MATERIAL THAT HE /SHE PREPARE, SEED AND STRAW ALL LAWN AREAS. EXISTING CANOPY 1,139 SQ FT DEEMS UNACCEPTABLE. REJECTED MATERIAL SHALL BE MULCH ALL SHRUB BEDS. (1.25 MULITPLIER 1,424 S FT -1 l "I141t. Q ) { :d_7"W I 11.141 iti h REMOVED PROMPTLY FROM THE SITE. .h,t. �5C! °!�.i 1 41i1E.� (11.1 i�14 I TOTAL CANOPY 4,884 SQ FT t 12. SELECTIVE CUTTING AND CLEARING SHALL BE PROVIDED IN THE EXISTING WOODED AREAS OF THE DRAINAGE ������� I H EASEMENT. SELECTIVE CUTTING WITHIN THESE AREAS SHALL BE LIMITED TO THE REMOVAL OF UNDERGROWTH µ ° °y AND TREES ABSOLUTELY NECESSARY FOR THE t /0 tt��IX CONSTRUCTION OF THE DRIANAGE OUTFALL. PLANTS SHALL BE DUG WITH { 1 13. BALLED AND BURLAPPED .- FIRM NATURAL BALLS OF EARTH. BALL SIZES SHALL �' _w BE IN ACCORDANCE WITH A.A.N. SPECIFICATIONS. ALL SHALL BE WELL ROOTED CONTAINER GROWN STOCK C AND ESTABLISHED IN THE CONTAINER IN WHICH IT IS ,f t!4 i n s; I rI -, G SOLD. AN ESTABLISHED CONTAINER GROWN PLANT �1 ,>1 ,. $ j ;; _ ..__ _. _.. SHALL HAVE A ROOT SYSTEM DEVELOPED SUFFIENTLY - -- - -- TO RETAIN ITS SHAPE WHEN REMOVED FROM THE CONTAINER. �--- -THIN BRANCHES BY 1/3 RETAINING NORMAL PLANT SHAPE. F 14. ALL PLANT MATERIAL SHALL BE NURSERY GROWN UNLESS OTHER —WISE SPECIFIED. PRUNING SHALL BE BARK MULCH 3" MIN. DONE BEFORE PLANTING OR DURING THE PLANTING CREATE SAUCER WITH TOPSOIL 6" MIN. I j „1, #' I, 1, 3 i __ __._.._. _ __.______.__ F OPERATION. WEED BARRIER " "� ll1 /1 /llllJJlllll /1 /l /llJ /�llllU /lllll/llli� _ ROPES AT TOP OF BALL SHALL BE CUT. REMOVE TOP � -- F 15. ALL PLANT MATERIAL SHALL BE COVERED AND \ \ / \ \ / \ \ / \\ :. ;.• ^;” / \ / \ \ / \ \/ 1/3 OF BURLAP. NON- BIODEGRADABLE MATERIAL / / / / / / ..... \i�\i\ SHALL BE TOTALLY REMOVED. / `t Y'E\\ COMPACT TOPSOIL MIXTURE. ' lrI 'r3 PROTECTED FROM EXCESSIVE DRYING DURING TRANSIT. \\ \\ \\ \- -.' - \\ GENTLY TAMPED ADMIXTURE BACKFILL . ZS ., t PE xn� Liu 16. ANTI — DESICCANTS SHALL BE APPLIED ON ALL MATERIAL f } y DUG WHILE I N FOLIAGE. LANDSCAPE DETAILS ` r� ' P L 17. MULCH MATERIAL SHALL BE EITHER SHREDDED 2x BALL DIA. MIN. - — - - -- - - - - -- E HARDWOOD MULCH OR APPROVED EQUAL. MATERIAL SHALL BE MULCHING GRADE, UNIFORM IN SIZE AND p I CC \ \`' r------------------ - - - - -- I 10' - �� E FREE OF FORIEGN MATTER.” HRUB PLANTING DETAIL C5 �y f a i PROPOSED GOODWILL 1 —STORY _ 18. TOPSOIL MIXTURE SHALL BE 2 PARTS EXISTING SOIL NO SCALE I W 1_ 1 0,400 S.F. j tv MIXED EVENLY WITH 1 PART SPAGNUM PEAT MOSS OR v i ' ' (7,500 S.F. OF RETAIL — -- PEAT HUMUS. EXISTING SOIL SHALL BE FREE OF STONES, LUMPS, PLANTS, ROOTS AND OTHER DEBRIS ii� 0.73 ACS l OVER 1 1/2 INCHES. IT SHALL NOT CONTAIN TOXIC _t Its D SUBSTANCES HARMFUL TO PLANT GROWTH. TOPSOIL \ /r ��� I D SHALL HAVE A PH RANGE OF 5.0 TO 7.0. 19. PLANTING PROCEDURES FOR TREES AND SHRUBS A. PLANTING SHALL OCCUR IN ACCORDANCE WITH ALL DETAILS. B. TREES AND SHRUBS SHALL BE PLACED IN THE PLANTING PIT, BY LIFTING FROM THE BALL NEVER FORM THE BRANCHES OR TRUNK). (NEVER ) RUBBER HOSE AT BARK GUY WIRES (3). WHITE FLAG ON EACH TO INCREASE I '' $ ° '� —'t------- ___.T._. — I f `�.�.— = L . �, , ° �� t -� - C . ALL PLANT MATERIAL SHALL BE PLACED IN A VISIBILITY. ! r �',j `,, I 3 I I C STRAIGHT POSITION WITHIN THE PLANTING PIT. TURNBUCKLE (3). GALVANIZED OR DIP — PAINTED WITH THE MOST DESIRABLE SIDE PLACED RUBBER HOSE ON EACH MAJOR STEM. ALL MAJOR 1 BIG TOWARDS THE PROMINENT VIEW (SIDEWALK, STEMS SHOULD BE WIRED TOGETHER. SET TREE AT ORIGINAL GRADE ' STREET, ETC.). SET TREE AT ORIGINAL GRADE MULCH: PINE BARK OR WOOD CHIPS 3" MIN. , C. THE TREE PIT SHALL BE BACKFILLED WITH A SOIL MIXTURE AS PER SPECIFICATIONS. THE MULCH; PINE BARK OR WOOD CHIPS 3" MIN. SOIL SAUCER; USE PREPARED TOPSOIL 6' MIN. SOIL SAUCER: USE PREPARED SOIL 6" MIN. .t WOOD DEADMEN (3) 11 a 0 i 1 j PIT SHALL BE FILLED HALFWAY INITIALLY AND TAMPED FIRMLY. ALL ROPES, WIRES, ETC. ON WOOD STAKES 3" IN FIRM SOIL — — ��' — _1 — — ROPES AT TOP OF BALL SHALL BE CUT. REMOVE TOP 1/3 Z` " III III =III B THE ROOTBALL SHALL BE CUT AND THE BURLAP OR BALL WRAP PULLED BACK TO THE — — — i ; .::: ROPES AT TOP OF BALL SHALL BE CUT. REMOVE TOP 1/3 — — — _ .. of BURLAP. NON— BIODEGRADABLE MATERIAL SHALL BE =I =I =I TOTALLY REMOVED. III III =III ; _'. — :.` : ::,:. I _ _ III _— NON— OF BURLAP. BIODEGRADABLE MATERIAL SHALL BE III =III III TOTALLY REMOVED ,., 1 RR, — -- - _ - y _ r I _T,1? r . A ... I PC z g EDGE OF THE ROOTBALL. COMPLETE BACKFILLING PLANT PIT AND TAMP FIRMLY. _ _ " : . '•. —I — —I _ _ _ — PREPARED ADMIXTURE BACKFILL —I11= III =11 III —I — __ — — — — PREPARED SUBSOIL TO FORM PEDESTAL TO PREVENT I1= III I1 III —I11= SETTLING \,. ' . '° ,;,Tic .. _. _ — —,. n ` i� „} _. =� _' .;,:,_ _ _ — — BACKFILL SOIL SHALL NOT COVER TOP OF �— —� — _ ==— PREPARED SUBGRADE PEDESTAL — ( —) — — III= 1I= 1I= 1I= 1I= 1I= 1I= =II =1 =— 1I= 1I =1I =1I III =1I —III k- ,,;- .r ,`. ROOTBALL. MULCH ROOTBALL AND SAUCER -11 -1 1=1- 1= 1- 1- = 1= 1 -11 =1 WITH MINIMUM OF 3 INCHES SHREDDED OR 2X BALL DIA. MIN. III — III = III = III = III III _III —III III III — III — III —III = III = III = III =111_11 111—H Mill III — III CHIPPED HARDWOOD OR PINE MULCH. WATER THOROUGHLY OR UNTIL PLANT PIT IS FILLED. 2.5 X BALL DIA. MIN. -_ A MULTI -STEM TREE PLANTING DETAIL TREE PLANTING DETAIL`' """ cRE�rroR l0_____ A — __ ____ _ . _ . �___ _.__ _._ — __ _ __ ___ —__ _ _ _.___.__. __ . _. _ ROU.wI __ NO SCALE NO SCALE (120' R. 0. W) M °A �y 1 2 3 4 5 6 7 8 9 10 11 12 13 14 1 15 16 17 18 19 20 21 REFLECTING TOMORROW www.balzer.cc New River Valley Richmond Roanoke Shenandoah Valley RESIDENTIAL LAND DEVELOPMENT ENGINEERING SITE DEVELOPMENT ENGINEERING LAND USE PLANNING & ZONING LANDSCAPE ARCHITECTURE LAND SURVEYING ARCHITECTURE STRUCTURAL ENGINEERING TRANSPORTATION ENGINEERING ENVIRONMENTAL & SOIL SCIENCE WETLAND DELINEATIONS & STREAM EVALUATIONS Balzer and Associates, Inc. 1561 Commerce Road Suite 401 Verona, VA 24482 540 - 248 -3220 FAX 540 - 248 -3221 �LTH OF f D. Kent 0 Donohue, Jr." V, Lic. No. 0406001683 ,-, k 'Y� 08 -28 -2014 SC? P E 01 G� �W W 1 y 0 Y QW W af OU J J_ tO V Z W U U) 0 Z Q U L.f_ N 0 W U) 0 Mi ii J ry Q W m J LL. O Z) O DRAWN BY DKO DESIGNED BY DKO CHECKED BY ERB DATE 02 -21 -2014 SCALE 1 " = 30' REVISIONS: 05 -05 -2014 07 -11 -2014 08 -28 -2014 SHEET NO. JOB NO. S1300029 0.0 0.0 �Q �Q O�0 � 0. b.o Q' J o.o .0 o,o 0. 0.0 0. 1 0.0 o.0 0.0 0.0 0.0 0 0. o o / b.o o.o O$ 0 GR R 0.0 0.0 ' .o o� 0,0 0.0 0.0 0.o �' 0.0 0.o / Luminaire Schedule -0 / R � Symbol Qty Label Arrangement Total Lamp Lumens LLF [MANUFAC] Description n 0.0 0. 0. .0 '.0 0.0 0.0 o 0.0 0. 0.0 N O� 2 D SINGLE 3650 1.000 PRESCOLITE LF6CFH226EB /6CFHCL o.l 0.o�'Oo. ' .0 0.0 ' .0 0.0 0.0 0.0 0.0 00 0.0 .0 Alp, - -- 6s 1 R3H SINGLE 22000 1.000 SPAULDING LIGHTING RCS- P25- H3P -HS s� i o,o o .o �0.0 0.0 0.0 0.0 0. 0.0 ' .0 o 0.0 no 2 R4 SINGLE 22000 1.000 SPAULDING LIGHTING RCS - P25 -H4P 0.0 0, b. b.o 0.0 ' .0 0. .0 0. 0.0 0.0 0.0 0.0 0.0 'o� 0.0 MH = Mounting Height in FEET yo 0.0 0,0 macro 0.0 ' ".0 0.0 0 0 ' .0 0.1 0.0 0.0 .1 0.1 0. 0.0 1 4 U o.o Alz 0. o,o ' .0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 ' .o 0.0 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o o. ' 0 0 0 0 -,).o o 0 . \ O.o .0 . .0 ' .0 0 0. b.o o. ,o .o .o ,0 0.0 0.0 0.0 0.0 0.0 0,o o 0.0 0.0 o.0 0.0 0.0 0.0 o,o o.o 0. oo 0.0 .0 0 o.0 0.0 o.0 .o j.0 0.0 .0 0.0 0.0 0.0 0.0 0.0 .0 ' .o 0 0.0 0.0 0.0 0.0 0. o.o o.0 0 0.0 0.0 \o o '� �� •.0 .0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 ' 0 .0 0.0 0.0 . 0. 0.0 0 \0.0 0 �'0 0 �0 - ��b o 0. o. go 0.0 0. o.o e o - o.0 0.0 0.0 0 Qn 0.0 0. ' .1 / \2.1 1. 0,8� \ 0 0.9 Ft7 D"'j 0.0 0 0.0 0.0 0,0 0.0 0, �\ 0.0 .0 ' .4 4. 3. 2,2 1. /i 0 0 0.0 ' .0 0.0 0 0 ' o 0 0.0 0.0 0.0 ^%40c) 70 o. 1 0 4143H 5.0 3,4 ' .8 9 0. 0,0 0. o. o.0 0.0 0.0 0 9 MH: 2 f 7 Ov \\ 0.0 @ 'Oi1\ 0 0 \ 0,0 0,0 �o.0 v0 o 0,0 0.0 0.0 0.0 i'iQ- 0.0 0.0 0.0 0.0 OA 0.1 0 0.2 0. o ���0 0.0 0.0 0.0 0.o 0.0 •.0 0, 0.0 0 X00\ 0.0 0.1 v � 7� 0 C� ® • .1 1 5.0 4.6 3� '1. 00 ��� O� .0 • 0 0 0,0 0.0 0. • 0 'o 0.0 0.0 • .3 4. 3.4 2.1 .5 . • O� •� 0. 0.0 0.0 0.0 Vol 0.0 0,0 ���0 O.o 0,0 �.o Cy • . 0.1 .6 1,5 2.0 2, 1 • .4 0. C� A 0 0. 0.0 0.0 • .0 O,o 0 0.0 \ 0.0 0.0 ' ,0 • .0 0 0 Y 0.' 0,7 11 11,8 1 1, 0.6 0 0.0 0.o 0 .0 , 0.R 0. 0.4 0. 1. 1.6 2.1 2 1.7 1.6 0.5 0,0 0.0 0. 0.0 ®' .0 0 00.. • .2 0. 1 1.6 3.4 2.9 1.6 ' 6 2 0 1.6 0.0 0.0 • .0 0.0 0 0 0 0. 0 C 0. L3 • .5 • .7 ''.8 3.4 3.2 '1 1.0 1.1 � 0.0 0. 0.0 0.0 0.0 • .0 V. Y 0.1 0. 4.4 *5 2.5 1. 1.3 • .6 • .6 • .6 0. o 0.0 0.0 0.0 00 0. 0.0 . 0.1 .8 5,3 • .7 4. 1.7 •1.5 2.3 1.8 1.6 1.5 M / / 0.0 0.0 00 0.o 0. 11 0. 1.4 1 1.6 4,1 2.9 1.6 .4 0.0 0.0 0.0 0,0 0.0 0. 01 0.1 0.3 1.5 2.6 • .1 3.6 3.6 3. 0 0. 0. 0,0 0.0 0.0 o 0. ' .1 0.1 4.3 4.7 4.3 2. 0C ' .1 0.2 0.0 OA 0.o 0.0 Q,0 0. ��t; •0.1 .1 5.0 .6 0.8 .3 �cFFF M . 0.0 0.0 60 0.0 0. 0.1� 0.1 0.3 0., • .8 0.2 0, 0.0 b.0 0.0 Iry.Q' 0.0 \ 0. 0.1 0.1 1 1 0 • .2 • .1 O.o �' C',� o.o (7�o �,-FF � 0. • 0 0.0 V. 0.0 •� ��o F 0.0 0.0 0.0 0.) 0.0 0. 00 0,0 0.0 0.0 0.0 0.0 0.0 0.0 0,0 0.0 0.0 0.0 0.0 0,0 '.0 .0 0.0 0.0 0.0 0.0 0.o 0.0 0.0 0.0 Scale- 1 inch = 30 Ft. .0 0.0 "1 o.o o .0 70,,Z 0. .0 0.0 0. 0.0 <! 0,0 0.0 !r a. O.o 0.o O.o 0.0 ' .o G� a.o ' o b.o O.o rrYA'Oo 0. o. ' .o 0.0 o.. 0 0.J .0 ' .0 0.0 0.1 1 0.0 0,0 0.0 0.0 0.0 0.0 0,0 A 0. 0.1 0.0 0 0. o.o 0 0.o 0.0 e ' .2 0 0.1 0. ' .0 ' .0 0.0 0.2 0.1 0. 0.0 0.0 0.0 0.0 .1 • .0 0.0 0 0 0.0 •.0 0 0,o 0.0 0. 0.0 0.0 0.0 0.0 0.0 .0 0.0 0.0 0.0 0 0.0 0.0 0,0 b0.0 •0 0.0 0.0 0.0 • .0 • .0 0.0 \ 0.0 \ b.o 0.0 0.0 Calculation Summary Label CalcType Units Avg Max Min Avg /Min Max/Min Property Line Illuminance Fc 0.08 0.2 0.0 N.A. N.A. Site Illuminance Fc 0.34 6.1 0.0 N.A. N.A. Prepared by: LIGHTING VIRGINIA CENTRAL 40OG -2 Southlake Blvd. Richmond, VA 23236 Tel: 804 -379 -7777 www.lightingvirginia.com �Dyt 1. NO ALTERATIONS OR MODIFICATIONS SHALL BE MADE TO THIS PLAN WITHOUT THE PERMISSION OF LIGHTING VIRGINIA CENTRAL, ADAMS PARNELL, LLC. 2. THE OUTPUT ON THIS PHOTOMETRIC LAYOUT IS SPECIFIC TO THE MANUFACTURER AND CATALOG NUMBERS LISTED IN THE LUMINAIRE SCHEDULE. SUBSTITUTIONS OR DEVIATIONS FROM THIS PLAN MAY INCUR SIGNIFICANTLY DIFFERENT RESULTS. ANY SUBSTITUTIONS MUST RECEIVE ENGINEER AND ARCHITECT APPROVAL. REVIEW COSTS, REWORKED PHOTOMETRIC LAYOUTS, PRODUCT SUBMITTALS AND A FULL SET OF ITL REPORTS WILL SOLELY BE THE RESPONSIBILITY OF ANY CONTRACTING FIRM MAKING A SUBSTITUTION, AND MUST COMPLY WITH DESIGN CRITERIA AND WITH ANY APPLICABLE JURISDICTIONAL CODES, 3. SITE DETAILS PROVIDED HEREON ARE REPRODUCED ONLY AS A VISUALIZATION AID. FIELD DEVIATIONS MAY SIGNIFICANTLY AFFECT PREDICTED PERFORMANCE. PRIOR TO INSTALLATION, CRITICAL SITE INFORMATION (POLE LOCATIONS, ORIENTATION, MOUNTING HEIGHT, ETC.) SHOULD BE COORDINATED WITH THE CONTRACTOR AND /OR SPECIFIER RESPONSIBLE FOR THE PROJECT. 4. LUMINAIRE DATA IS TESTED TO INDUSTRY STANDARDS UNDER LABORATORY CONDITIONS AND SUPPLIED BY OTHERS TO LIGHTING VIRGINIA. OPERATING VOLTAGE AND NORMAL MANUFACTURING TOLERANCES OF LAMP, BALLAST, AND LUMINAIRE MAY AFFECT FIELD RESULTS. 5. CONFORMANCE TO FACILITY CODE AND OTHER LOCAL REQUIREMENTS IS THE RESPONSIBILITY OF THE OWNER AND /OR THE OWNER'S REPRESENTATIVE. 6. CHECK GRAPHIC SCALE. DOCUMENTS PRINTED OR PLOTTED FROM ELECTRONIC FILES MAY OCCUR AT OTHER THAN THE DESIRED OR ASSUMED GRAPHIC SCALES. IT IS THE RESPONSIBILITY OF THE RECIPIENT TO VERIFY THAT THE PRINTED OR PLOTTED -TO -SCALE DRAWING IS PRINTED TO SCALE. 7. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS, THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE HALF FOOTCANDLE. Cute: May 5� 2 .I)AOW Lighting Virgilnia- =Central LIGHTINiG 400 G2 ScatNake Blvd, v VIRGINIA Rich and VA 2-3236 Phone; (304) 379-77 '70 From: Diana Ades Proiect Goodwill Albemarle Location Albemarle County Contact_ Qty Type MFG Part f R3H Spaulding Li htrig RCS A 1 25- r3 P - jai HS Spaulding Lighitrig - ' - F-C D POLE merian Lite Pule! 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III 111wiIIIIIII ill imill hill, sind lillill I: . oil lillInsm-Ispue t IIII10"nFe � 'DTjnq � syn, i(j 11r, si's 11nInI 11paTI, I n EFID, cllpp-�, ._m � � - I I dinnill I I Ninrq ii � s�qm� le t, m-Er,ter'n"I'l ,*�jl���lt,T�-,,I�,A���,!I�i�il�i�!lI L �_ � ITT Fuh�'mMjllil,nfll�� ["Fil v.ii�i�l�'t"!,A�l�lj�P51�ffll[.riete��v.giBli����jE.�l,�4ailk� � -sloomi il� lun-niflidall ,� , lunrling El:ssmil El T:,,,I,:! I T)Wtn� Ill 9P 11,111-11i'MITIll-, AN J - . - El ove=-�WSCEIIUIII M1,IX,111d STIP'll sinin nl[FIJICAITIK.� I liln Ifl,TI hl ETTIn Tlhiensj 11111 Ini 0W A flil"n"," �.,! T �Pe 'I P �d , -!;�iovl ­� X-1 � siniuld no Eldfli,%, T, III 'I'sinsilifin, I 000wility F-cilln'slil nnw,mavil� osi t-,F,, ,III, llllw,� I P"FTE l ".IPI linemill wl;nmr On 11"DI-11kets SIT Ili rropp, )it . .r"Vr El III n1nI illingl - , , IT1,11inin [IIIIIII IsTse EtflaRICAt Al,ndkSnn,, iW il stirl '111:1t "I 100 IFT 100"Mt n"" FITIni Ini'll ?"I'M1 L Tanl0n� Flio, orsin pluyidi�,Il Ill"Fil ivoiz;ii IpIlIsiAnd Onunq inin'Inni hin IIIIII HTIIEt and H!in PDT-,_&�t� ,,,��T�ww �_,,q_,Tii I rIT,RnFT,,FEtIE,, flil'.1 ETTER ]TIP411a,nn onfic l7i lad�. icof, Is, lnlnns� Innsf asoll lnng,� kcA.lTrint FnInlni it [rilni, inill "i'lith quIcA, ,-,,1!11'­,,_� Din ,:00 knl�V,i amfl "o'J"'T", ""a"Is AIR."TI-rial usEr:nEs Ir-ldru"I", 111*V110, 1TErE,*l-md_, Swa- ITTtm pok� Find � F�nl -_SPa, IT, SIV, ,U,I,flagf� J,C,h,4iqq �.�T, q PsE - I I , . I � TIFF,victiN FnII Eumilill Elind III 11:1.10611T lullil _�,­rTM0D,-_Elt,TeEens1 Caii!iil;�,!,I�,:�:ii��11TI�i,�1](4,f--,���ar,�i�tjbt��.�;ittii,,Ijil!lg�I halud.,[ L-�lp-,--�g-D'aa,lpr"qp��IPPG�i,�i,,,�c���ilI !:���!''�lE�T���lij�rLrrcdq,la�iprztc�,tl.i�'Loll:il�wl,,i�io�l��m,�lfr�i,,n,� FAMISH if�[fLtt'l-UM4-4�PIC�'0,:F'.S�'�II[L��'J:�'�ill,�4l,"I[,11111;1::I!i::�P::!!�,:�:::�:,![�:111:�ll!:I!�::1[1:1:i�::�:1:�::i�,,:12�,:l:i�::Iljiijri- I I m -1mv-P ,nnSfiC m,Tmnli it c niinimnPlE Ill en,faffinfit bimpe'led IlAl Ell I - FrT"q 1D Ell'ininFli fl, lijilloVillivi; E11111111 linlillillihmill TilliliIiIIIIIIIII Flip illinlillnElle 0� TjnEnj mc;mlez; la-Irrins cli ull IlInintill[TIt"I Ft'1nj=1TIl "'i T.E ­71,`Wsi,TilAl1J I'T hli,ei O�T1P(s %Iiffl'T Ija��T] lil aJlL,nflTnT I Inininninn:1 :1"1:!:�ll:lii!��ll!�ii'l��,�ilI bill Innin islill:nEnfinci lin i illicninlin u�­T��i I I wMatull TTI DUWW i i c LIS i a � � n I 2, UST�NORCER"RV:WN [,,��,i�dil��'ll��1:811�!lf�iii:��!�Til�,�,:Ill!:Il�!1.1!,:ITI!���i�LI h 4�rl4�r�,,iirthix�,.�,�,-i-.Att�� � to oil innounlw1g, - sliljrF 'l E, n dininvil Sets ro,',Ii mm"tEM orfivs, ind"vi ii,101i 1"ll IIF!EErPflAn0 minTsind ,�rm i-swwat'in Icif HIT0 ,,ult;j�To: nwdTil .1unn ninill Fn, l sr',' OU flTonn. TITIAl brOlTsm mi'll End I I Ti-IFIC Adsllffn, CRICIFITJ ninlidITtIlill affllr-`� 'I'MEll All " , . - ­'EflAnni "nillil:l`5 i"I'll"l-il "Tltl' n"EnEol lif't"�n` ' '.'-'.'. -, ' ' E� 19 , , :1 II We b g aaa - si� �r, SET LlICKWASKER - lis I Ill F�A-- WASiTIFFIR PcIf � TOP I r,' <:> "...", '1X1`l;i`11 " 44 [---��l ED jo [Z�T11"o - jU 2 2 I T 0 ljC u C IT III 1: nr In a I, NiLl ___ �: � I , SING I , () � I . - . T, 11 I T� 'It, S i , I 10 ",I riliji,, ,,.,,, I , - 1 I `� � I [ 3 E &I � . � i , ,'I i � I lolli` �� 1 � I . , , I � � i I I I L N I . - [ � T - � , , I L r I � - . i sif�kn[ _L_ ,-- L __ i 2i,� 2 I In F orl 0 j, __ - _ j - r4- 11HEI I: � ­- �`­ Hi , l POLITNIE�Plnl F] I I In I, PfIllilln Enn IT Wi If) m Owdil eflons ta innq�l�xns siar Ismisistilpr0dr-1-t SIFFIECEfitsfirMI., TE11 nindIjillni III I.InEillan lInTlEGIA 11011_11� 0 1 . iT., 1 smu�Lpitik 11111MIldinci unisinill - is I nnallpTlimillil 01 F,P - Q nll�-PiiTT ��l , ?9 57 - � � ass -_�T 1, jTn L T 2 i i-I Y, Ire ,U_U_c� I Mar mtuiDlitsin vm�su� iur TvP,b ,,ft� ROUSIjEaCauldiTIE09h0liqxom 1,,pPill- n1iji 1­1:111M W,-- Aii ,np�l, nljll",".�ll nj1�.n"T$,n,ln"1 11 Vill"I'T, Ill ll,� - � - __ - - -ic,HTil ,"of,awill Ajbwnwn- ViRGIRIA Al`� TIITIOI�l hiniEz- & ""noll, FT_ TinlictlinlEnd!; Nutes I,,., -,- I I Pole Shaft -an! ,gr 11 Z� - - u: I. - The polls Shaft slinall ble fabricated fromlovEl g ,to-- cid oil V ,,tQ-,:I ­UL-trill ID Tjbirg is't)lr ,�n �`Fss ,E1TJIfi,F1E m will thickric ss of I I gauge (. 1 196"), ?Raulge , 9 ") 1, , IL I : 1 5 C011- �� � . ( I 7 3 1 � 0 I 3 V a n1a,le f 2 3 9 1 " - T'hic! pcnlc shlaft rrlistislli�ill: nI-stH 10-i-, S -I IS E.Ei[PnJnESrlT:T r�-ir_ fi to ASTM A - 5 D 0 Gi ade 8 ,Mfl'i nl*Umum ygold strenOrn of I E ,000 . I, Each sev� diDT � - - struction ,ls,rth a fu!Wength kenotUdiTInsi Weld ,11A IS Urificwmlyl square in lcrilll,SS sect:Ion inilith fki:E! i�EdS_11, srmail � cEarner radu andl excellent torsimud pro,perveS Base Plalcle 2 - The base plate is fabl iMed frorn a stl ItIc.tUll-fil T13lity hiSt rolled cat bon stloo plate than nTeets or exceeds ASTM Al ovith a TITIEUmurn yield vnistalli of 36,000 psI, The Case plate tellest-cEpill the polle Shaft alird is . . circureforentrall wisdids.lid top Slid bon!iII!Jil. I lill-, base plate has sl,allted bolit houjc�-_- fal 1/2- varial-ion il thlE r It u, anchor bolt settin"Elf, Hond Flefille An oval rlDrifoorced, hand hisle,hdvitig a nominal ,31' x 5­ X ,237" YEall,nil '-,a iffmalled 19" abo%rp the base . pfatc.,, A �Iand bole CICIVOT' and attachl�ny, Inainyware is i9ciudeilf i einIcIll hand hulp at's:embi A -;7rr)urI,j he � - ­ EETIII I'le ,ovs0ed imide the pc,,fe -Is)k n" gruunC 1-u-- oumies jis, ri- r. oppoSsr, NriQ hand I -.�.7 hni:! ,'I " x 5l, 1,1 lnilin"J I-insis, w - r I . � - - dard on aH piziles Finiess orherwise specified, Arichor Bolts Anichce, bol:ts are fabricated fron't a conninnerclal qaal�jry j.'_'E"t ln)'Ifi�l nr�!Elli[�llt�lllmi stleel bar ,na, mel or excise - ds I- minIrrium yield sTrengTh of 55,000 per Anchor bollts arc sized accol-Iiing I Stach IscIe TJllssljV:i Sitidar, rit- , � :: � nished widi 2 Fainnsinflzed hex nuts arld 2 fialval flat wOsill Ar­ror ht)ItS flial' g�j�,EEIJjZ Ld e r is- ­ - -­_ 1 E , st all a ,lx'� 414 IraninnETEEP _ al -, I , -, � - - if i -Ire I -id u!EA I M;A 153 RIime f1i pciles are not-nially t IF jhi � have ly isi Sin The TA -aded eI - - - ­ � ,7j '! Ir 11 all � furnisherl Yll nor-galvarased anciliwr fxkk unless otllevsnilse ���P,t,(!!�ll(:���!�,,,�e�l;�ll����'l�t�-,�L'i- bol- T'Dall ship It"HA'' Olin: I I",!, UnleSS E)r.[Ps 'I ol assad. Pole Top Each pole assembly Is provided vnith either S, 2 -_1lR` 0 D, x 5" Tenon, (cl-her Size toDions AI III avaibbIP� or a 'i I i - removable I.�ole cap. T he piclie ticip assembly wid be deterErsiIIIIIIIII I�IY TI,FS type �­ busici andilsi, fixtuirsts to I I z be supplied on each Pelit. IF cti s I IS ya 1 hel se[ection of dlie correct: Dole design is predicalred on iThe sp_­Iific se-Tadimp I'llInTlulirel .. . En" F'IS, � TO Of ijo"C�, ap, 'D j ,�� 'Tca- , a I tiel The I)ncles kscated in dw stcn",fl Pole c,jr-, are desianed to wirkistand dead loads al thencEln cb:cal nl�n, I , - 5 t- na Frill f(saidS dErnellaped by SLISIDWIS(I Winds, Cif 80 MPH diinsti i 00 M:PH: tirrie� 0,te 13 gri faccon, Effe c Live - Isl c0cted,ltl IE]'Isl) I,- the Eli adIlListed ISE ojected al EsE I fiiu�nluiniea AI'Df �mnoj�,rj'M,D, �__�A_Ulyrnent EaEriin[lq " 111sn,s account IIIIIE! appropriate shape faceer ra resuflt I III a I'l a I 4, 11 T s I n �: IF In I I I O I � T, a ClseffiCient 1sf EJF�In Aflinal tr� Ej'llt�T/ 11 �� � , _ : ,g I ( ( 1.0) �[ he cow,binod EPA and 0-le well,Ohl: of the lilinilnai�rle� Iiistht sup-Iscm=r brackets, ln4li'lSfillnii 11, 1111:1:: lFill-11111 Flrl�l cidI lei 7 - - . - � attachnnil carni exceSID1 Tyne rated EPA or allowsi w­.A - e .1 TH I a -2 i o I e., I We I d i ry g, A, I 1 ell d s s � I �:.�� I � b a is f c h e i i I p I -, es t -_ t is llaTFE a n d p e I, f il In ni III c d b y A P -r e I I ca I E "w"Inle: I d !I I I f, S� , i I I I. '� I , 1, r l, � - � TTT , " - i -_ - ­� 'I, S "T , T 'l, ,�,_ �jl Finish � I _. , �, TT`: t i� r U C a ­� Q I -tiall, I, AII pEfles, mouirltinU W ackets amn,l fAarfol-nis are fiv rilj�lhnsilf nsich ,-,:: S_ I � - xjdiE�'2iIrnF l�!!,l I fiinill � �. fT1 I, paiI Led, or hot dipped galvarlizi ticn n35,7"r-I A- I7 3 as -sq-,sxIf1Il,I: Ill I"I sce flianic,�'Iu- hard"war e vvili! be galilisintzeld to I T, AST'M A- I �1 [j�FIE'Tn��E­EE finith ranni nwe IvailabIct hy spirlin �i�!:II I Dclitiest- - I � ;� ­T, � ", T i"I F,11i''I'll, r , I i -, , I, 3i - I l,InInIlIT1:TT: 11 �­ T "il 111, l"'Foll I I T)T:,-,'��,:A,�',': I 5 9-1fif Ilet'll . ,��� , ` I r � L I "I I - e. Pole : Q)WtA , "A10. 1 4 11 �FI ili 11!I 'inliFillill lic, alumilIoncin jr-ic,pi'leerws 'In.lifivIlatt- I - ' ", I IT1,r e I 1! 11 III ��I I,,, I I I I Cf) 4-) r, � a) H 0 u a) P (O (-). -_ ## ____ Y) (V 0 __ � < WO �11 I I 4-J 0 . 1--1 Q Izzil V__­l $:� � Y) . . - � � M CD c\\] --- < 151 (IQ �11 ­TJ I _11� Ln --- Ln - - . . �: CO �� u I IJ) 4J 11 r__� ITO u c) _c� U n I - 0 I IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII " m E 0 Ja IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII < I IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIII �: ma 0 0 0