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Home My WebLink AboutSDP200200010 Plan - Other (not approved) Final Site Plan and Comps. 2002-04-2619 I Location p Seale: 1"=2000" FASHI(�� SQUAR �� MALL Amorovals C� DEPARTENT OF PLANNING AND COMMUNITY DEVELOPMENT DEPARTMENT OF ENGINEERING DEPARTMENT OF ZONING FIRE OFFICER ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF HEALTH VIRGINIA DEPARTMENT OF TRANSPORTATION GENERAL 1, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS, INSPECTIONS, BONDS AND OTHER APPROVAL RELATED ITEMS IN ACCORDANCE WITH LOCAL AND STATE POLICY, PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION WITHIN ANY EXISTING PI19 IC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT FOR SAID CONSTRUCTION SHALE_ BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTA,TIGN (HEREAFTER ABBREVIATED VDOT). 2. ALL PAVING AND DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL 0011111FORM TO CURRENT STANDARDS AND SPECIFICATIONS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION AND SEDIMENT 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. MAXIMUM ALLOWABLE FILL OR CUT SLOPE IS 2:1. WHERE POSSIBLE, LESSER SLOPES OF 4:1 OR BETTER ARE TO BE ACHIEVED, CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING STABILIZED GRASS STANDS ON ALL SLOPES. 5. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR HIS DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 6. UNLESS OTHERWISE NOTED, ALL STORM DRAINAGE PIPE TO BE HDPE PIPE, INSTALLED IN CONFORMANCE WITH PIPE MANUFACTURER'S INSTRUCTIONS. 7. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 8. THE CONTRACTOR SHALL VERIFY THE PROPOSED LAYOUT WITH ITS RELATIONSHIP TO THE EXISTING SITE SURVEY. THE CONTRACTOR SHALL ALSO VERIFY ALL DIMENSIONS, SITE C(ONDITIONS, AND MATERIAL SPECIFICATIONS AND SHALL NOTIFY THE OWNER AND ENGINEER OF ANY ERRORS, OMISSIONS OR DISCREPANCIES BEFORE COMMENCING OR PROCEEDING WITH WORK. 9. DEVIATIONS FROM, OR CHANGES TO THESE PLANS WILL NOT BE ALLOWED UNLESS APPROVED BY THE ENGINEER. 10, THIS PLAN DOES NOT GUARANTEE THE EXISTENCE OR NON-EXISTENCE OF UNDERGROUND UTILITIES. PRIOR TO ANY CONSTRUCTION OR EXCAVATION, THE CONTRACTOR SHALL VERIFY THE EXISTENCE AND LOCATION OF, OR THE NON-EXISTENCE OF, UNDERGROUND UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552-7001). 11. THE CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UTILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF NECE.SSAII THE EXISTENCE AND/OR LOCATION OF UTILITIES SHOWN ON THESE PLANS MAY BE ONLY APPROXIMATELY CORRECT AND THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN HEREON AND ANY OTHER EXISTING UTILITFIES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. THE CONTRACTOR SHALL BE RESPONSIMLE FOR REPAIRING, AT HIS EXPENSE, ANY EXISTING UTILITIES DAMAGED DURING CONSTRUCTION. IF A UTILITY IS DAMAGED DURING CONSTRUCTION, STOP WORK IMMEDIATELY AND NOTIFY THE ENGINEER. 12. RELOCATION OF ANY EXISTING UTILITIES SHALL BE AT THE OWNER'S EXPENSE AND COWPLETED WITH THE SITE WORK. THE DEVELOPER SHALL BE NOTIFIED AS TO THE RELOCATIONS REEQUIRED PRIOR TO THE START OF CONSTRUCTION. 13. THE CONTRACTOR SHALL ADEQUATELY PROTECT EQUIPMENT, MATERIALS, AND COMPLETED WORK FROM THEFT AND VANDALISM, THE OWNER IS NOT RESPONSIBLE FOR THE LOSS (OF ANY MATERIAL STORED AT THE SITE. 14. THE CONTRACTOR'S WORK SCHEDULE SHALL BE COORDINATED WITH THE OWNER AND THE BUILDING CONTRACTOR. 15. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUJDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL- DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL AND ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM "THE SOLE NEGLIGENCE OF THE OWNER OR THIE ENGINEER". 019 rl 1 1 1 Prepared For: WSG D'vel -opment Company 400 Arthur Godfrey Road,0, Miami CONSULTING ENGINEERS -LANDSCAPE ARCHITECTS ® LAND PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, VIRGINIA 22902 tele: 804.979.7522 fax: 804.977.1194 16. ANY DAMAGE TO EXISTING PHYSICAL FEATURES (WALKS, LIGHTS, CURBS, PLANTS, ETC,) SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. REPAIRS OR REPLACEMENTS SHALL BE MADE AS NECESSARY AT NO COST TO THE OWNER. 17. ALL TURF AREAS THAT ARE IMPACTED OR DISTURBED BY CONTRACTOR VEHICLES, EQUIPMENT, OR ACTIVITY SHALL BE REPAIRED, REGRADED, AND RESEEDED. 18. PARKING FOR THE CONTRACTOR'S VEHICLES SHALL BE COORDINATED THROUGH THE OWNER. 19. AN APPROVED SET OF PLANS AND ALL APPLICABLE PERMITS MUST BE MAINTAINED AND MADE AVAILABLE AT THE CONSTRUCTION SITE BY THE CONTRACTOR, 20, CONTRACTOR SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES IN THE AREA OF PROPOSED EXCAVATION OR BLASTING AT LEAST TWO WORKING DAYS, BUT NOT MORE THAN TEN WORKING DAYS, PRIOR TO COMMENCEMENT OF EXCAVATION OR DEMOLITION. 21. BEFORE BURNING, BLASTING, OR TRANSPORTATION OR STORAGE OF EXPLOSIVES, THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS. 22, TAP FEES, POWER COMPANY, CABLE TV, PHONE COMPANY, SITE GRADING AND RET, INING WALL PERMIT FEES AND OTHER FEES TYPICALLY PAID BY AN OWNER ARE EXCLUDED, 23. EXCLUDED IS THE RELOCATION OF ANY UTILITIES NOT SPECIFICALLY NOTED TO BE REMOVED OR' RELOCATED. 24, THE POWER COMPANY WILL PERFORM ITS OWN SITE WORK UP To AND INCLUDING THE CONNECTION TO THE ELECTRIC METERS THAT ARE MOUNTED ON THE BUILDINGS AT A SINGLE LOCATION. THE TELEPHONE AND CABLE TV COMPANIES WILL PERFORM THEIR OWN SITE WORK UFP TOA SINGLE BOX ON EACH BUILDING. 25, THE CONTRACTOR SHALL PERFORM ALL WORK USING THE DIMENSIONS SHOWN ON THESE PLANS.. THE CONTRACTOR SHALL NOT USE SCALES, RULERS, DIVIDERS, MAI' WHEELS OR OTHER MEASURING DEVICES TO DETERMINE SPATIAL RELATIONSHIPS ON THESE DRAWINGS. 26. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY ADDITIONAL FILL MATERIAL THAT MAYY BE NECESSARY IN THE COURSE OF CONSTRUCTION AND SHALL BE RESPONSIBLE FOR THE DISPOSAL OF ANY EXCESS MATERIAL FROM THE SITE. ANY SUCH EARTH MOVING ACTIVITY IS SUBJECT TO THE APPROVAL OF THE ENGINEER. SITE CONSTRUCTION 1. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE PAVEMENT SUBGRADE, CBR TESTS SHALL BE PERFORMED ON THE SUBGRADE SOIL, IF A SUBGRADE SOIL SUPPORT VALUE OF -- 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE ENGINEER. 2. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE CONSTRUCTION LIMITS OF PAVED AND BUILDING AREAS. 3. CONSTRUCTION DEBRIS SHALL BE CONTAINERIZED IN ACCORDANCE WITH THE VIRGINIA LITTER CONTROL ACT. NO LESS THAN ONE LITTER RECEPTACLE SHALL BE PROVIDED AT THE CONSTRUCTION SITE. 4. ALL SPRINGS SHALL BE CAPPED AND PIPED TO THE NEAREST DRAINAGE DITCH OR DRAINAGE OUTFALL. PIPE SHALL BE MIN. 6" DIAMETER AND CONFORM TO VDOT STANDARD SB -1 OR APPROVED EQUAL. NOTIFY ENGINEER IN ALL CASES. 5, STEPS FOR INGRESS AND EGRESS IN ALL DRAINAGE STRUCTURES SHALL BE IN ACCORDANCE WITH VDOT STANDARD ST -1. ALL DRAINAGE INLETS SHALL HAVE A 2 INCH LOCAL DEPRESSION. 6. STORM DRAIN PIPE LENGTHS SHOWN ON PLANS ARE MEASURED TO THE CENTER OF THE CONNECTING STORM DRAIN STRUCTURES. PIPE LENGTHS INCLUDE STANDARD VDOT END SECTIONS WHERE APPLICABLE. 7. STORM DRAIN TOP ELEVATIONS SHOWN ON PLANS ARE TAKEN AT THE CENTER OF THE INLET BOX, EXCEPT FOR CURB DROP INLETS WHICH ARE TAKEN AT LOWEST POINT ON TOP FACE OF INLET. 8, ALL HVAC EQUIPMENT WILL BE LOCATED ON THE ROOF OF THE BUILDING, 9. A BACKFLOW PREVENTION DEVICE IS REQUIRED ON THE DOMESTIC WATER SERVICE LINE. 1':;'ILDidG CONSTRUCTION TYPE 3B UNPROTECTED. 11. PLUMBING FIXTURE INFORMATION: 3 TANK TOILETS, 3 SINKS, 3 JANITOR SINKS, 3 DRINKING F OUNTAIN:; SAM,IARY SEWER AND WATER MAIN CONSTRUCTION 1, WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK, 2, THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN, ARE ONLY APPROXIMATE. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH GENERAL WATER AND SEWER ONSTRUCTIQN SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY ON JANUARY 15, 1998. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. a THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552-7001). 6, ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FT. OF COVER MEASURED FROM THE TOP OF THE PIPE, OVER THE CENTERLINE OF THE PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS, AND WATER LINES, ETC. 7 ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. F VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. �. AS -BUILT CONSTRUCTION DATA SHALL BE MAINTAINED BY THE CONTRACTOR IN THE FIELD, A MARKUP SET OF PLANS SHALL BE PROVIDED TO THE OWNER OR HIS REPRESENTATIVE TO SERVE AS THE BASIS FOR THE FINAL AS -BUILT PLANS. THE DATA RECORDED SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS AS SPECIFIED IN THE A.C.S.A. AS -BUILT PLAN CHECKLIST, LATEST EDITION. SURVEY AND TOPOGRAPHY 1. TOPOGRAPHIC, PHYSICAL AND BOUNDARY SURVEY PERFORMED BY MATTERN & CRAIG, INC., ROANOKE, VIRGINIA. ADDITIONAL TOPOGRAPHIC AND PHYSICAL SURVEY DATA INTERPOLATED FROM 5' CONTOUR INTERVAL TOPOGRAPHY PROVIDED BY ALBEMARLE COUNTY SERVICE AUTHORITY, 2. DATUM: ASSUMED 3. EIGHT (8) EXISTING PARKING SPACES ADJACENT TO RTE. 29 ARE IN A PARKING EASEMENT FOR THE ADJACENT :RESTAURANT ON TMP 61-120T AND ARE NOT PART OF THE PROVIDED PARKING FOR THE SUBJECT PARCEL. 4. BENCH MARK: CHISELED SQUARE AT SOUTHEAST CORNER OF DROP INLET INDICATED. ELEVATION = 1002.74 (ASSUMED) TRAI-:` IC CONTROL 1, ALL PAVEMENT MARKINGS AND ROAD SIGNS SHALL CONFORM TO THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" (MUTCD) STANDARDS, LATEST EDITION. 2. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL DEVICES AND MAINTAIN TRAFFIC FLOW AT ALL TIMES WITH MUTCD STANDARDS. 3. CONTRACTOR SHALL CONDUCT CONSTRUCTION IN MANNER TO MINIMIZE DISRUPTION OF TRAFFIC FLOW. COVER SHEET AND NOTES 1 DEMOLITION PLAN 2 GRADING, UTILITIES & BMP PLAN 3 LAYOUT PLAN 4 LANDSCAPE AND LIGHTING PLAN 5 PHOTOMETRIC PLAN 6 EROSION & SEDIMENT CONTROL PLAN 7 SITE DETAILS 8 SITE DETAILS g ff-moomr-4 ITEM EXISTING PROPOSED BENCH MARK PROPERTY-RoW LINE ,. SETBACK LINE CONTOUR - INDEX CONTOUR BUILDING FENCE - - - X - - X X x x - GUARD RAIL - -- -ZT- - -. _Cy- - PAVEMENT -------------- TREE LINE rwr r, GAS LINE -�- - -�- - -�- - WATER MAIN -w- - -w- - -w- - WATER VALVE -W- - STORM SEWER _____ __ ______________ SANITARY SEWER - INLET -- -------------- --MANHOLE MANHOLE 0__ S UTILITY POLE )a TELEPHONE PEDESTAL 0 OVERHEAD ELECTRIC -OHE- - -OHE- - -oHE- UNDERGROUND ELECTRIC -UGE- - -UGE- - -UGE- OVERHEAD TELEPHONE -GHT- - -QHT- - -OHT- EASEMENT -- ---- - - - - -- ------------------- SWALE/DITCH -- -----.-. ,� RIP RAP WATER METER Q DUAL WATER METER PEDESTRIAN PATH -- - DITCH MATTING Standards and Specifications 1. VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O,T.) ROAD AND BRIDGE SPECIFICATIONS, DATED 1994. 2. VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) ROAD AND BRIDGE STANDARDS, DATED 2001, 3. VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION, DIVISION OF SOIL AND WATER CONSERVATION, VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, THIRD EDITION, 1992 4. ALBEMARLE COUNTY SERVICE AUTHORITY GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, ADOPTED JANUARY 15, 1998. 5. ALBEMARLE COUNTY DEPT, OF ENGINEERING & PUBLIC WORKS, WATER PROTECTION ORDINANCE INTERIM DESIGN MANUAL, UPDATED FEBRUARY 11, 1999. GENERAL: TAX MAP 61, PARCEL 120U D.B. 800 P. 740 MAGISTERIAL DIST, RIO HILL EXISTING ZONING: HC PROPOSED ZONING: HC PROPOSED USE: RETAIL SALPq TOTAL SITE AREA: SETBACKS: GROSS BUILDING AREA: RETAIL: FURNITURE (MATTRESS): MAX. NUMBER OF EMPLOYEES MAX, BUILDING HEIGHT: PARKING REQUIRED: RETAIL SALES: FURNITURE: TOTAL: PARKING PROVIDED: LOADING SPACES REQUIRED: LOADING SPACES PROVIDED: MAX, IMPERVIOUS COVER: BUILDING: PARKING, SIDEWALKS, TRAVELWAYS OPEN SPACE: 0.86 ACRES FRONT: 30' BUILDING; 10' PARKING SIDE: NONE REAR: NONE 9120 SF 4620 SF (3696 SF NET) 4500 SF (3600 SF NET) M 15' {1 STORY) 36 (1 SPACE / 100 NET SF) 9 (1SPACE / 400 NET SF) 45 SPACES 45 SPACES 8 31800 SF 9120 SF 22680 SF 0.10 AC. REVISIONS: 1, 3/11/02 County and ARB Comments 2. 4/26/02 Agency Comments and General Revisions I � ;, 11 24' ACCESS EASEMENT ' TI D.B. 636, PG, 507 ++ D.B. 636, PG. 498 17.R. 7R6 P(3. 63.9 : t FISP BNE RESTAURANT GROUP; l% TM61P 120T ZONING: HC USE., RES TA URA NT i' -8" SANITARY SEVIER LINE -15' EASEMENT 24 " CHERRY 7r2" CHERR it 20'2 CHERRY — f 2 - --- -- � r .,., `\ EX. SAN SEWER SERVICE 8" DOGWOOD - TBR I�I ,'TO REMAIN 24' ACCESS EA SEMEN7 D.B. .636, PG. 507 D.B;;`636P;G, 498 D.B. 786,, ISG. 639 EXISTING l STORY '00.g..— BRICK BUILDl1VG 1"=20' 12,999 SF) 1 i2sa in7 y� n TBR 0. 0105 Designed: ERF Checked: R'BBM i 0i' ry'+c'.lgyr r;. TB �\ i 2 C f� ' '\/V Scale 1"=20' _ Contour Interval= -l' 7 U 20 440 80 -,/91 r; WKEE CARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 East High Street Charlottesville, VA 22902 304-979-7522 www.mckeecarson.com McKee Carson and Field Sport Concepts, Ltd, reserves its common law copyright and other property rights iin these drawings. All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. Revisions: L. 4%'-26/02 Agency Comments and General Revisions IScale: 1"=20' Date: 1 i2sa in7 y� Project No.: 0105 Designed: ERF Checked: R'BBM i �3 t� CIA I 1 Revisions: L. 4%'-26/02 Agency Comments and General Revisions IScale: 1"=20' Date: 1 i2sa in7 y� Project No.: 0105 Designed: ERF Checked: R'BBM i APPROX. 210' TO EXISTING FIRE HYDRANT AT CORNER R OF FIRESTONE PLACE AND R/O ROAD, El S/V SEWz C3_ UVkLIAM EDWARD SULLIVAN & JOHN A. FRAZIER TNI 61 P 120W ZONING,, HC USE RETAIL SALES SCRIfENED D_U M STER t,'Nc OSURE 24' ACCESS EASEbfENL` I- SE EIAIL, D.B. 636, PG. 507 03, 636, PG, 498 D.B. 786, PG, 639 1'24' ACCESS EA SEA4�-Jv'71 STEPS D.B. 636, PC. 501 498 D.jy, 786, RG. 639 NOTE: CONTRACTOR TO ENSURE THERE ARE NO UTILITY (FOR EXAMPLE FIBER OPTIC LINES AND ELECTRIC LINES) CONFLICTS WITH INSTALLING THIS BMP. BNE RESTAURANT GROUP,'IV TAII 6f P f2 0 T k ZONING; HC USE, RES TA URA NIT ELECTRIC EASEMENT /,—WHEEL S-TOPS- TYP. VEPCO 15 RCP EX WA TERL 11VE 20" GRER i ON69 15"-, RCP /APPROX. LOC.) R Y ----- ----- - 4.39 SER VICE L INE i 7_17 4 f),f) A Z_ J, 1005,15 - ------ 51 CG -12 -v _33 --1004.56 95 n� PARKING EASEMEIV- "kD.R 636, P 50 D.B. 786, Pg. 1, T P A 639 V, A k BM & 0 55 PROPOSE_U A�, BUILDING 00 GRATE' -INLET I STORY �00 9120 TOTAL S] VAR WID TH ........... FF 1004.60 ACCESS EASEMENT __08, 636, P(3,-,5072 SIDEWALK D, 3. 6,36,, ,gG, 1419X CONC. D.B. PG, 9 v-, 11VA GE S TD, 30' OH LL LA SEMEN 7- J, vi EL ESI�l IZD M 10U.56 270' TO Li 10'01.50 CSRIDER OAD W _13 *TSECTION HA`J W ra RKING" -CURB C G-,6 2' X 1.5' CONC. APRON AT LOW POINT FOR DRAINAGE INTO IOFILTER LOWER TOP SIGwv TO 999.10 EIIS T SDIVH BIOFILTER �np 1000, 19 IN VE�,� 9,91,54 > ,4 7 L F - 18_ rd 100% 77= 771ZL,,� Z� 777-77 DI -7 --- 16 MM -L TOP 997,50", MAPLE 12 Pt E A -1 DR14 INA GE INV. 0 U T 99i.70`4,µ RETAINING WALL \___ INV. IN 991.80 INV. 0 U T 1997.50 FA SE1111EN T % 5 n, 2' X 1' CONC. APRON tX 11 FOR DRAINAGE INTO -'/'FILTER *SILT TRAP RETROFIT TO BIOFILTER NEW DE�l 'k INTERIM DESIGN MANUAL DRAWING 1, DRAWING 5 REGENCY CATERING, INC. SEE DETAILS SHEET 9 TAII 6 / P 120P Contour Interval=v 0 20 40 80 ffmol 10+00 11+00 12+00 13+00 11 A STORIVISEWER A 11 PRU"IFILE—, , / McKEE CARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 East High Street Charlottesville, VA 22902 804-979-7522 www.mckeecarson.com McKee Carson and Field Sport Concepts, Ltd, reserves its common law copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the Property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. Revisions: 2.4/26/02 Agency Comments and General Revisions Scale: 1"=20' Date: 1/28/02 Project No.:: 0108 Designed: ERF Checked: RBM 4_4 4- �D r in Revisions: 2.4/26/02 Agency Comments and General Revisions Scale: 1"=20' Date: 1/28/02 Project No.:: 0108 Designed: ERF Checked: RBM KEE CARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 East High Street Charlottesville, VA 22902 804-979-7522 www.mckeecarson.com McKee Carsoin and Field Sport Concepts, Ltd. reserves its common law copyright and other property rights; in these drawings. All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd., These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to arry third party without first obtaining the express permission and consent of either MCKere Carson or Field Sport Concepts, Ltd. ReV1SlOnSS: 2.4/26/02 Agency Comments and General Revisions Scale: 1"=20' Date: 1/28/02 Project No.: 0108 Designed: m� Checked: RBB 4 �l9 > I �-d ReV1SlOnSS: 2.4/26/02 Agency Comments and General Revisions Scale: 1"=20' Date: 1/28/02 Project No.: 0108 Designed: ERF Checked: RBB Tree Canopy Calculations CALCULATIONS: Site Area = 0.86 acres. Credits: Open Space (0,10 ac) Basis, for Canopy; 0.76 acres Area of canopy needed is 10% of 0.76 acres (0.076 acres) EXISTING TREES TO BE PRESERVED Tree type Quantity Height at Amount Height in Width Width in Area of Total area Planting of Growth 10 years Multiplier 10 years Canopy of Canopy (feet) in 10 yrs (height + (ht in 10 (each) (feet) 10 yr yrs, x (see 433 growth) multiplier) below) Maple 4 25 17.14 42.14 0.73 30.76 743,7 2974.8 EXISTING TREE CANOPY (FT) 2975 TREE CANOPY (AC) 0.07 STEP 1: DETERMINE TOTAL CANOPY CREDIT FOR SAVED TREES Calculate areas of canopy saved on-site. Multiply by 1.25. (Existing tree area saved on-site) (2975) X (1.25) = 3719 SF (.09 AC.) (THIS IS THE CANOPY CREDITI STEP 2: DETERMINE REQUIRED CANOPY (Basis for Canopy- see calculations below existing tree section) X (%) = X SF (Y AC.) (0.76) x (0.10) = 0.076 SF (0.00 AC.) (THIS IS THE CANOPY REQUIRED) STEP 3: DETERMINE ADDITIONAL CANOPY REQUIRED FROM NEW PLANTINGS Subtract canopy credit from required canopy (STEP 2) - (STEP 1)= NEW CANOPY REQUIRED 0.00 AC. - 0.09 AC. _ -0.09 AC. STEP 4: DETERMINE IF ADDITIONAL TREE CANOPY IS NECESSARY If result of STEP 3 is a negative number then no additonal tree canopy cover is required. If result of STEP 3 is a positive number then additional tree canopy cover is required. (Canopy Requirement) - (Canopy Credit) = ADDITIONAL CANOPY REQUIRED (0.00) - (0.09) _ -0.09 NOTES: A 10% Tree Canopy value was applied to the site based on dwelling units per acre. An average 35' height was assumed for the existing trees on-site. Values for the Area of Canopy provided above were taken from the Albemarle Tree Canopy Calculation Chart and using the best professional judgement. NEW PLANTINGS (TO ACHIEVE CANOPY REQUIRED IF NECESSARY) Tree type Quantity Height at Amount Height in Width Width in Area of Total area Planting of Growth 10 years Multiplier 10 years Canopy of Canopy (feet) in 10 yrs (height + (ht in 10 (each) (feet) 10 yr yrs. X (see 433 growth) multiplier) below) Acer rubrum 6 12 17.14 29.14 0.73 21.30 356 2137 Cornus kousa 1 8 16.7 24.70 0.95 23.70 433 433 Koelreuteria paniculata 3 10 20 30.00 1.00 30.00 707 2121 Quercus palustris 3 14 12.5 26.50 1.00 26.50 5151 1653 Plant List Notes Description Common Name Qty. Caliper Size Root Comments AR Acer rubrum Red Maple 5 3.5-4"' 12-14' B&B Straight trunk; dense, uniform branchin match existin variet CK Cornus kousa Cornus stolonifera Itea vir inica 'HenryGarnet' Kousa Do wood Red Osier Dogwood Sweets ire 1 10 21 2.5-3" 8-10' 24-30" 24-30" B&B _3G 3 G Multi -stem (3-5 trunks)- dense uniform Dense form; healthy; good color; Dense form; health good color; branchia same source same source CS IV KP Koelreuteria aniculata Golden Raintree 4 2.5-3" 10-12' B&B Standard• strai ht trunk, uniform branchia PL Prunus laurocerasus 'Otto Lu ken' Otto Lu ken Laurel 34 24-30" 5 G Dense form; health ood color; same source same QC Quercus coccinea Scarlet Oak 3 3.5-4" 14-16' B&B Standard; straight trunk uniform source branching; same HH Hedra helix Lirio e muscari 'BiBlue' English Ivy Lirio e 350 100 , t 1 G 1 G Dense form; health ood color; Dense form health ood color source same source; 15" O.C. same source 12" O.C. LM TREE CANOPY FT) 6344 s r r TREE CANOPY (AC) 0.15 p 9J 4 t 1 Scale: AS S1-IOWN Date: 1/28/02 Project No.: F3 Designed: SVVE J w..,: �r - 3 QC + � u s , t p ( 24 CHERRY 12'CHE RY T"BS ._ _.V._."__._._ . 20" CHERRY -4-I_e7_' t i L F _ ,Y .ab\ iA .. ,. �' ..v_ ,. ... k .,,, � .. TREE CANOPY FT) 6344 s r r TREE CANOPY (AC) 0.15 p 9J 4 t 1 I \x ,4 3- AR NEW DE I LIMITS OF ' ":OD/SEED 10- CS °. 2- AR 21- IV 1. FOR LIGHTING SPECIFICS REFER TO PHOTOMETRIC PLAN FOR FURTHER DETAIL, 2. REFER TO LAYOUT SHEETS FOR EXACT LOCATIONS OF ALL POLE MOUNTED LIGHTING FIXTURES, 3. CONTACT LANDSCAPE ARCHITECT AT THE TIME OF PLANT MATERIAL DELIVERY, BEFORE ANY SUBSTITUTIONS OR CHANGES, IF SCHEDULED TYPES ARE UNAVAILABLE AND FOLLOWING INSTALLATION, CONTRACTOR TO VERIFY ALL PLANT QUANTITIES AND REPORT ANY DESCREPANCIES TO THE LANDSCAPE ARCHITECT IMMEDIATELY, 4. IN THE CASE OF THE (4) EXISTING CHERRY TREES LOCATED ON THE NORTH SIDE OF THE PROPERTY, THE CONTRACTOR SHALL MAKE EVERY ATTEMPT TO PRESERVE, USING CARE AND EXTREME CAUTION WHEN WORKING IN THE VACINITY, THESE TREES, TREE PROTECTION SHALL BE INSTALLED PRIOR TO CONSTRUCTION TO PREVENT DAMAGE TO ROOTS, BRANCHES AND TRUNK. NO PARKING, OR STORAGE OF EQUIPMENT/MATERIALS SHALL BE PLACED WITHIN DRIPLINE LIMITS, 5, IN THE EVENT THAT THE (4) EXISTING CHERRY TREES LOCATED ON THE NORTH SIDE OF THE PROPERTY SHOULD DIE, THEN THESE TREES WILL BE REPLACED WITH EVERGREEN SHRUBS, ALL PLANTINGS SHALL BE APPROVED BY THE ARB AND ACSA PRIOR TO INSTALLATION, 6. GRASS SEED MIX SHAt..L BE BIG BLUESTEM 'ROUNDTREE' AT 80 TO 90 %, IMPROVED PERENNIAL RYEGRASS AT 5-10% AND SWITCHGRASS AT 5-10% OR EQUAL. APPLICATION SHALL BE HYDROSEEDED AT A RATE OF 350 TO 400 LBS,/ACRE. SLOPES OF 2:1 OR GREATER SHALL BE COVERED WITH STABILIZATION MAT PRIOR TO SEEDING. ANY SOD SHALL BE OF A TALL FESCUE BLEND SIMILAR TO ABOVE SEED MIX. 7. MULCH IN PLANTERS AND PLANTING BEDS TO BE DOUBLE SHREDDED DAR, HARDWOOD APPLIED TO A 2" DEPTH, MULCH RINGS 24 -INCHES MIN. IN DIAMETER ARE TO BE PLACED AROUND ALL TREES NOT LOCATED IN PLANTING BEDS. 8. FOR TREE CANOPY CALCULATIONS SEE THIS SHEET. 9. SEE ADDITIONAL LANDSCAPE NOTES ON SHEET 9. THIS SHEET TO BE USED FOR >1 LANDSCAPE AND LIGHTING PURPOSES Scale 1"=20' Contour Interval=)' 0 20 40 80 CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 East High Street Chadottesville, VA 22902 804-979-7522 www.mckeecarson.com McKee Carson and Field Sport Concepts, Ltd. reserves its common law copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the Property of McKee Carson and Field Sport Concepts, Ltd. These pians are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd.. Scale: AS S1-IOWN Date: 1/28/02 Project No.: F3 Designed: SVVE J I� I \x ,4 3- AR NEW DE I LIMITS OF ' ":OD/SEED 10- CS °. 2- AR 21- IV 1. FOR LIGHTING SPECIFICS REFER TO PHOTOMETRIC PLAN FOR FURTHER DETAIL, 2. REFER TO LAYOUT SHEETS FOR EXACT LOCATIONS OF ALL POLE MOUNTED LIGHTING FIXTURES, 3. CONTACT LANDSCAPE ARCHITECT AT THE TIME OF PLANT MATERIAL DELIVERY, BEFORE ANY SUBSTITUTIONS OR CHANGES, IF SCHEDULED TYPES ARE UNAVAILABLE AND FOLLOWING INSTALLATION, CONTRACTOR TO VERIFY ALL PLANT QUANTITIES AND REPORT ANY DESCREPANCIES TO THE LANDSCAPE ARCHITECT IMMEDIATELY, 4. IN THE CASE OF THE (4) EXISTING CHERRY TREES LOCATED ON THE NORTH SIDE OF THE PROPERTY, THE CONTRACTOR SHALL MAKE EVERY ATTEMPT TO PRESERVE, USING CARE AND EXTREME CAUTION WHEN WORKING IN THE VACINITY, THESE TREES, TREE PROTECTION SHALL BE INSTALLED PRIOR TO CONSTRUCTION TO PREVENT DAMAGE TO ROOTS, BRANCHES AND TRUNK. NO PARKING, OR STORAGE OF EQUIPMENT/MATERIALS SHALL BE PLACED WITHIN DRIPLINE LIMITS, 5, IN THE EVENT THAT THE (4) EXISTING CHERRY TREES LOCATED ON THE NORTH SIDE OF THE PROPERTY SHOULD DIE, THEN THESE TREES WILL BE REPLACED WITH EVERGREEN SHRUBS, ALL PLANTINGS SHALL BE APPROVED BY THE ARB AND ACSA PRIOR TO INSTALLATION, 6. GRASS SEED MIX SHAt..L BE BIG BLUESTEM 'ROUNDTREE' AT 80 TO 90 %, IMPROVED PERENNIAL RYEGRASS AT 5-10% AND SWITCHGRASS AT 5-10% OR EQUAL. APPLICATION SHALL BE HYDROSEEDED AT A RATE OF 350 TO 400 LBS,/ACRE. SLOPES OF 2:1 OR GREATER SHALL BE COVERED WITH STABILIZATION MAT PRIOR TO SEEDING. ANY SOD SHALL BE OF A TALL FESCUE BLEND SIMILAR TO ABOVE SEED MIX. 7. MULCH IN PLANTERS AND PLANTING BEDS TO BE DOUBLE SHREDDED DAR, HARDWOOD APPLIED TO A 2" DEPTH, MULCH RINGS 24 -INCHES MIN. IN DIAMETER ARE TO BE PLACED AROUND ALL TREES NOT LOCATED IN PLANTING BEDS. 8. FOR TREE CANOPY CALCULATIONS SEE THIS SHEET. 9. SEE ADDITIONAL LANDSCAPE NOTES ON SHEET 9. THIS SHEET TO BE USED FOR >1 LANDSCAPE AND LIGHTING PURPOSES Scale 1"=20' Contour Interval=)' 0 20 40 80 CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 East High Street Chadottesville, VA 22902 804-979-7522 www.mckeecarson.com McKee Carson and Field Sport Concepts, Ltd. reserves its common law copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the Property of McKee Carson and Field Sport Concepts, Ltd. These pians are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd.. Revisions:: 1.3/11/02 Co & AIB Comments 2.4/26/02 Agency Continents and Geitieral Revisions Scale: AS S1-IOWN Date: 1/28/02 Project No.: 0108 Designed: SVVE Checked: I� ' 4-1 Revisions:: 1.3/11/02 Co & AIB Comments 2.4/26/02 Agency Continents and Geitieral Revisions Scale: AS S1-IOWN Date: 1/28/02 Project No.: 0108 Designed: SVVE Checked: ERF Luminaire Locatl tis 0[slrihulloo lamp LIAhl Source Lens Line Symbol Label Oty Catalog Number Description No, Label X Location Y Z MH Orientation Tilt X Aim Y Z 1 C 5023.0 5062.5 17.0 17.0 238.7 0.0 5023.0 5062.5 2.0 2 A 5136.2 5044.1 12.0 20.0 -45.4 0.0 5134.4 5045,9 -8.0 3 C 4995.2 5105.5 7.0 15.0 236.3 0.0 4993.8 5104.6 -8.0 4 C 5000.4 5144.0 7.0 15.0 -31.2 0.0 4999.5 5145.4 -8.0 5 C 5042.5 5171,4 7.0 15.0 -33,5 0.0 5041.6 5172.8 -8.0 6 A 5105.2 5013.2 12.0 20.0 -47.8 0.0 5103.3 5014.9 -8.0 7 A 4924.6 5131.0 12.0 20.0 58.5 0.0 4926.7 5132.3 -8.0 8 A 5011.5 4994.6 12.0 20.0 63.7 0.0 5013.7 4995.7 -8.0 9 B 5042.6 5047.2 3.0 11.0 135.0 0.0 5042.5 5047.2 -17.0 10 B 5061.5 5066.5 3.0 11.0 133.1 0.0 5061.5 5066.5 -17.0 11 B 5085.6 5091.0 3.0 11.0 128.8 0.0 5085.6 5091.0 -8.0 12 B 5073.9 5079.8 3.0 11.0 133.6 0.0 5073.9 5079.8 -8.0 13 B 5104.5 5110.3 3.0 11-0 132.3 0.0 5104.5 5110.3 -8.0 14 C 5022.2 5156.5 15.0 15.0 -39.2 0.0 5022.2 5156.5 -15.0 15 C 5010.0 5083.3 16.0 16.0 246.7 0.0 5010.0 5083.3 -14.0 Statistics Description Avg Max Min Max/Min Avg/Min Calc Zone 42 4.2 fc 346.4 fc 0.0 fc N / A N / A Lu inalre Schedule 0[slrihulloo lamp LIAhl Source Lens Line Symbol Label Oty Catalog Number Description Lamp File Lumens LLF Watts 0 A 4 KSFI 250M R4SC ARM MOUNTED PREMIUM CUT-OFF FIXT SYL. M0250102312 94080901.IES 20000 0.72 310 o W/SEGMENTED OPTICS WHT-White NO -No Options CSA listed and labeled to 0-Directla.1, 250 Halide Vettic31175, 250, SC 320 PSMV MT SCOTTSDALE FLAT 1- 320W CLEAR PSMV BRZ- Bronze • Clear, impact -resistant, tempered glass lens. No silkscreen on FT op- GZ Wall grazing PE Photoelectric cell -button B 5 ❑ F LENS BU (267) SCO-191.IES 32000 0.72 375 12 ARCHITECTURAL ONE 400 -WATT CLEAR Standard dimensions - DRS Quartz restrike' • Horizontal, mogul -base porcelain socket with copper alloy, nickel- WFL3 ❑ C 6 WFL3 400M HPW BUILDING -MOUNTED ED -28 METAL HALIDE, LTL8266.ies 32000 0.72 400 INSTALLATION FLOODLIGHT, HPW HORIZONTAL POSITION. ° Mounting plate includes provision for attachment independent of junc- Overall Height: 14-324 137.5) Start Ballast. (277V only) tion box. Optional Backbox wall mounting available for surface con- Max. Weight 44 (19.9 kg) DISTRIBUTION- FLAT duit applications. Mounts either lens -up or Ions -down. NOTES: BBW Backbox wall mounting 398 11.8 LISTINGS I ( LENS 277, 347V in Canada). ° UL listed for wet locations. Listed and labeled to comply with Canadian All dimenslon.are inches(comb-ars) unless otherwise specified. FY Full visor Areaa Lightingi Arm -Mounted Premium Cutoff Use for car lots, street lighting or parking areas, KSCatalog Number Example: KSF1150S R2120 SP09 PER Spec"" -forms I Distribution I I Designation (selectone) Voltage Mounting HIGH PRESSURE SODIUM 12o (KSFI/KSF2, shipped included) .efa�TY) ti 1 •p i,:� 7OW KSFI 70S R2 R3 RISC - - 2086 sPO4 uare ole arm" 10oW KSFI t00S R2 R3 R4SC - - 2405 SP09 uare le arm PO Round ole arm t�l TV 150W KSFI 1505 R2 R3 R45C - - R I R p 277 RP09 Round pole arm 250W KSF2 2505 R2 R3 R4SC 114W - 347 WW04 Wood pole or wall' 40OW KSF2 4005 R2 R3 R4SC RdW Rea 4806 WW09 Wood pole or wall h t000W KSF3 10005 - R3 R4SC - RSS 7 We04 Wall bracket METAL HALIDE TB WBe9 Wall bracket 10OW KSFI UmM1 R2 R3 R4SC - - MS Mounting bracket 150W KSft 150 R2 R3 R45C _ _ L/ARM Less atm (when M2 175W KSFI 175M R2 R3 R4SC _ _ ordering KMA, DA12) ( (KSF3, shipped included) 200W KSFI 20oM3 RZ R3 R4SC - - SP72 squnro pole arin 250W KSFI 250M R2 R3 R45C - - RP72 Round pole arm 320W KSF2 320M3 R2 R3 R45C R4W RSS WW12 Wood pole or wall Features: 35OW KSF2 350M3 R2 R3 R4SC RAW RSS W612 Wali bracket Housing Rugged heavy -g auge,aluminumrec- 40OW KSF2 400M2.4 R2 R3 R4SC R4W Res (Shipped separately)' tllinear housing.,All seams are continuously 100oW KSF3 7000M R2 R3 R4SKTMBC R55 KMA Mast arm adapter welded forweather-tight integrity. Dark bronze Al2P Twin mounting bar r. polyester owder finish {DDB) standard; other `. DA72P Degree arm (pole) . p y p DA 12W6 Degree arm (wall) architectural, colors available Doorframe: Natural, anodized, extruded alu- ' STANDARD PACKAGING Options/Accessories minum frame with mitered corners, retained hxi, r , ,iitp aomplaie in unit canons OPTIONS (Shipped installed) only. frample: withtwohfngepinsandsecuredwithonequar- . SF single ruse (1zo, zn, 347v, n1a 7B) ter-turn,quick-release fastener, Integrally de- fogy n) oel 1595 m In Roos PER DF Double fuse (208, 240, 480V, ele TB) signed, ";extruded" Silicone gasket provides ' iumm;lre)s or t em and t QRS Quartz restrike system `Weather-proof seal between housing and PER NEMA Twist -tock (no photocontrol) frame. receptacle only , ' EC Emergency, circuit Lens .125 thick, impact -resistant tempered NOTES: CR Corrosion resistant finish glasswiththermallyapplied,silk-screened pow 1 Notovalabiewith48OV. LS Lamp support er door Shield. 2 Nlaybeord°redwAh5CWAorLLRPSI. CSA Listed and labeled to comply with Ca - 3 Must be ordered with SCWAor LLRPSL, nadian Standards ..,:Mounting: Extruded 4' (KSF11 KSF2) aluminum 4 Regcuresa ED 2e reducedjacket lamp. SCWA Super CWA pulse start ballast (TD std ) arm for ,poieorwall mounting shipped infixture 5 Recruit— BT37radu djacketiaonp. cartonl b tional mouhtin s available. 6 ConsultfactoryroravaRl bihlyin LLRPSL Low [see reactor pal a Sart hallo st p g Canada. (277V only) Optics: Anodized segmented reflectors 7 Multi tap beHos[(120,277,347V). oropto nrcti reef .(Cohrs see page313. 8 Use' armwheorriounttngtwo provide, Superior uniformity and Control. All rummaYesat9o'. ACCESSORIES (Shipped separately) . reflectors,in KSF1/KSF2 and KSF3 Type IV are 9 Maybe, reared as accessory, PEI NEMA Twist -lock photocontrol (120, rotatable and interchangeable. Four cutoff dis-10 PERoaptionneuetia-rderedwth 208,240Vpo Bibu[lons,available: Type II (Roadway), Type Is-— cumin PE3 NEMA Twist -lock photocontrol (347V)la ( y yp 9ann' Twist -lock houseentrol 480V 10 IF (Asymmetric), Type IV (Forward throw, sharp, CANADIAN SHIPMENTS: AddCSAassumx PE4 NEMA Tw p ( ) 'cutoff]; Type 1V(Wide, forward throw) and Type gnvrnOeL PE7 NEMA Twist -lock photocontrol (27TV)10 VS (Square). SC Shorting cap for PER option KSFVG Vandal guard (KSFI/KSF2 only) Electrical System: High-power factor, con- KSFHS House side shield (KSFIIKSF2 - R, R3 Stant-wattage autotransformer ballast, cop only) per wound and 100% factory tested. Re- F.,Te,ion,rafic.,o aaap.gea314.320. movable power door and positive -locking dis- connect plugs. And mensinnsaronches{aenametera) Socket Porcelain, horizontally oriented, mo- u,lessomerwlaespaaea gul-base socket with copper alloy, nickel -plated DIMENSIONS - screwlshell and'center contact. Ul listed non; ng; x r1 Ksz sa 15OOW-60OV,4KVpulse rated; EPA'' nt(.1Am 2.oft'(28m) 3.ef1ar2am`) L.,g,h 22(559) 255'16164.3) 3o.si16("u) Listings: Listed and labeled to comply with wdrh. 16.3n6g1 n 181)2(47.0) 2e-5116(51.8) Depth: 1114(19.4) a 5116(21.1) 10-112(26.7) Canadian Standards (see options). UL list-` Arm le,ym: 4I`') 4(10.2) 12(30.5) ed for wet locations, hiax.welght: 3316,. (11.]kg) SSIY.(24.9kg) a51hs.(a9.6kg) 244;. PSCB 'A L/MZ7,VZ4 L1--H"N0 1. CONTRACTOR TO REFER TO SUPPLIER FOR ORDERING, VERIFICATION OF BOLT PATTERN AND GROUNDING REQUIREMENTS. 2, CONTRACTOR TO REFER TO LANDSCAPE ARCHITECT FOR FINISH COLOR, 3. MANUFACTURER: LITHONIA LIGHTING, CONYERS, GEORGIA. 4. SUPPLIER: ILLUMINATION CONCEPTS AND SALES, RICHMOND, VIRGINIA; 804.358.2300 MANUFACTURER SPECIFICATION SHEET N.T,S. 1. LIGHTING SHALL BE PROVIDED AS SHOWN IN THE SITE LIGHTING FIXTURE: SCHEDULE. THE ADDITION OF ANY FUTURE LUMINAIRES THAT ARE NOT SHOWN ON THIS PLAN WILL REQUIRE A SITE PLAN AMENDMENT. 2. SUBSTITUTIONS WILL NOT BE ACCEPTED UNLESS A FULL (SINGLE) PHOTOMETRIC LAYOUT AND SPECIFICATION SHEETS ARE PROVIDED IN COMPLIANCE TO THE COUNTY OF ALBEMARLE LIGHTING ORDINANCE. 3. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP WHICH 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. ALL SIGN LIGHTING SHALL EMIT LESS THAN 3,000 LUMENS. 4. THE SPILLOVER OF LIGHTING FROM OUTDOOR LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE-HALF (1/2) FOOT CANDLE. 5. REQUEST & DOCUMENTATION FOR SUBSTITUTION MUST BE PROVIDED A MINIMUM OF 2 WEEKS PRIOR TO JOB BID, 6. ANY DEVIATIONS OR SUBSTITUTIONS NOT APPROVED BY MCKEE CARSON CONSULTING ENGINEERS FOR DOCUMENTATION REVIEW AND COMPLIANCE, WILL BE AT THE EXPENSE OF THE CONTRACTOR. 7. ELECTRICAL CONTRACTOR TO VERIFY VOLTAGE(S) PRIOR TO ORDER ENTRY. 8. ALL STANDARD FINISH FOR THE KSF AND WFL FIXTURES SHALL BE BLACK. THE SC FIXTURE SHALL BE WHITE. WFL FIXTURE SHALL BE MOUNTED IN THE HORIZONTAL. POSITION, 9. CONTRACTOR TO COORDINATE ALL SLEEVING LOCATIONS WITH LIGHTING CONTRACTOR. SLEEVES SHALL BE PLACED PRIOR TO STONE AND ASPHALT PAVING INSTALLATION. ALL SLEEVES SHALL BE 3" MIN AND BE EXTENDED BEYOND PAVEMENT LIMITS INTO GRASS AREAS. 10. THIS LIGHTING PATTERN REPRESENST ILLUMINATION LEVELS CALCULATED) FROM LABORATORY DATA TAKEN UNDER CONTROLLED CONDITIONS IN ACCORDANCE WITH IL.LUMINATING ENGINEERING SOCIETY APPROVED METHODS. ACTUAL PERFORMANCE OF ANY MANUFACTURER'S LUMINAIRE MAY VARY DUE TO VARIATION IN ELECTRICAL VOLTAGE, TOLERANCE IN LAMPS, AND OTHER VARIABLE FIELD CONDITIONS. 11. ELECTRICAL CONTRACTOR TO REFINE CIRCUITRY FOR EXTERIOR SITE LIGHTING SYSTEM AND SPECIFY LOCATIONS FOR ELECTRICAL PORTS FROM BUILDING. DIMENSIONS r 7-37/W l I -14 -7(3Y --I 1r End 14-11/32 Side 14-11132' Bottom Q SIA DEE' THIS S HEFT T E USE a? F LIGHTING PURPOSES GINILY FLAT LENS SCOTTSDALE C73 - Diffused Lens Shown LUMINAIRE ORDERING INFORMATION select appropriate choice from each column to formulate order code, Refer to example below. Wminalo, 0[slrihulloo lamp LIAhl Source Lens Line Laminalo, Options Ptelis 22187 INVA a 159543 073 -Diffused Glass Yalla0al Finish 166553 SCF S - Symmetrical 175 PSMV- PuIse-Stan Metal F- Cleal,Fbt Tempered Glass MT - Multi Tap WHT-White NO -No Options CSA listed and labeled to 0-Directla.1, 250 Halide Vettic31175, 250, C73 -Diffused Glass RW Wide symmetric BRZ- Bronze • Clear, impact -resistant, tempered glass lens. No silkscreen on FT op- GZ Wall grazing PE Photoelectric cell -button 320 320 Will type (nla with TB) ELECTRICAL SYSTEM 3/4 x 18 x 3 CFBL Cola, lens/Blue EXAMPLE OF A TYPICAL ORDER SCF - S - 320 - PSMV- F - MT- WHT - NO I Por iNernauonal voltages, consult factory. 'Clear Flat Glass recommended vdth use of Directional Reflector, to maximize performance. View from Above Canopy View from Below Canopy On, Fiat Tempered Glass Rev. 11/01 1843 PARTS & ACCESSORY ORDERING INFORMATION Descrlplion Order Herrin Lamp Ghanger Assambly 132678A 115 Watt Pulse -Siad 1A121 Hoflda(P3MV) Lamp 153864 250 Watt Pulse -Slat( Metal H211,10 PSMV) Lamp 146684 320 Wall Pulse -Stan Molal Halida (PSMV) lamp 22187 Clear Flat Tempered Glass 159543 073 -Diffused Glass 159544 Door Rome Gasket 166553 ©2001 LSI Induahies Inc. NOTES: 1, CONTRACTOR TO REFER TO SUPPLIER FOR ORDERING, VERIFICATION OF BOLT PATTERN AND GROUNDING REQUIREMENTS. 2, CONTRACTOR TO REFER TO LANDSCAPE ARCHITECT FOR FINISH COLOR, 3. MANUFACTURER: LSI LIGHTING, CINCINNATI, OHIO. 4, SUPPLIER: SHANNON & ASSOCIATES., VIRGINIA; 540.977.4259. MANUFACTURER SPECIFICATION SHEET N.T-.S FALI _r"0 .1/4 LAG "l MoiV Catalog Number ORDERING INFORMATION Example: WFL3400M GZ 120 SF Chooz the boldface catalog riomenelalwe that best suit, your needs and write it on the appropriate line. jType FEATURES & SPECIFICATIONS (Notes Project No.: Serie Wattage/Source Distribution Voltage CONSTRUCTION WFL3 2o0M' SP Spot 120 Shipped Installed In Fixture Architectural Colors ° Extruded aluminum body with cast end caps is mounted with 1/4' bolts, SF Single fuse (120, 277, 347V, We with TER (powder Finish)'- to formed steel wall bracket. Housing body rotates to allow for van- Architectural Wall -Mounted Lighting 9 g able aiming. Standard finish is dark bronze (DDBi polyester powder. Other architectural colors available. .M,NPM Medium as mmetric 277 > �� • Cast aluminum frame is hinged and secured by stainless steel fasten- 400M" HPW Wide asymmetric 347 CR Corrosion -resistant finish ers. Closed cell silicone gasket prevents the penetration of dust and RN Narrow symmetric 4801 CSA listed and labeled to moisture. OPTICAL SYSTEM / \�"';-.� METAL HALIDE 200, 250, 320, 350, 400W • Centered optics with anodized, aluminum reflectors: segmented, specular or hanunertone finish. RW Wide symmetric Standards • Clear, impact -resistant, tempered glass lens. No silkscreen on FT op- GZ Wall grazing PE Photoelectric cell -button tic. FTs Forward throw type (nla with TB) ELECTRICAL SYSTEM 3/4 x 18 x 3 CFBL Cola, lens/Blue • Constant -wattage autotrinsfonner ballast, copper wound and 100% 12 CFRO Color lens(Rosa factory tested. Standard dimensions - DRS Quartz restrike' • Horizontal, mogul -base porcelain socket with copper alloy, nickel- WFL3 ., i plated screw shell and center contact. 4KV pulse rated UL listed 66OW, EPA: 2.0 RI 1.19 m') SCWA Super CWA Pulse Start 60UV. ' Length: 21.5 (54.6) ; 0H ` INSTALLATION Depth: 6-314 (22.3)� I ° Mounting plate includes provision for attachment independent of junc- Overall Height: 14-324 137.5) Start Ballast. (277V only) tion box. Optional Backbox wall mounting available for surface con- Max. Weight 44 (19.9 kg) J -" - duit applications. Mounts either lens -up or Ions -down. NOTES: BBW Backbox wall mounting 398 11.8 LISTINGS I ( L 277, 347V in Canada). ° UL listed for wet locations. Listed and labeled to comply with Canadian All dimenslon.are inches(comb-ars) unless otherwise specified. FY Full visor Standards (see Options). IP65 rated in accordance with IEC standard 3 Additional architectural colors available, see paint BV Bottom visor 529. brochu number 794.3). WG Wire guard ORDERING INFORMATION Example: WFL3400M GZ 120 SF Chooz the boldface catalog riomenelalwe that best suit, your needs and write it on the appropriate line. 1r' = 20' Order accessories as separate catalog numbers (shipped separately). 1/28/02 Project No.: Serie Wattage/Source Distribution Voltage Options WFL3 2o0M' SP Spot 120 Shipped Installed In Fixture Architectural Colors 250M4 BP Bi -Peak symmetric SF Single fuse (120, 277, 347V, We with TER (powder Finish)'- s mmetric 320Ms 14PN Narrow -yon, OF Double fuse 1208, 240,48OV, Standard Colors DDD Dark bronze (standard) .M,NPM Medium as mmetric 277 n/a with TB) DBL White 400M" HPW Wide asymmetric 347 CR Corrosion -resistant finish [DBL Black RN Narrow symmetric 4801 CSA listed and labeled to Max. weight RM Medium symmetric TBI comply with Canadian Classic Colors RW Wide symmetric Standards DNIBMedium bronze GZ Wall grazing PE Photoelectric cell -button DNANatural aluminum FTs Forward throw type (nla with TB) DSS Sandstone 3/4 x 18 x 3 CFBL Cola, lens/Blue DISC Charcoal gray 12 CFRO Color lens(Rosa DTG Tennis green 11 24.4 DRS Quartz restrike' DBR Bright red 370 EC Emeregency Circuit DSR Ste.S blue 90 SCWA Super CWA Pulse Start 14 4.0 x LAD Ballast (TB std.) 11 19.9 498 15.1 LLRPSL Low Loss Reactor Pulse 293 8--9 Start Ballast. (277V only) 100 SSS 16 4C Shipped Separately' 4.0 x 16.0 NOTES: BBW Backbox wall mounting 398 11.8 1 Optional mull topballest(120,208,240,277V).(120, UV Upper visor 8--9 277, 347V in Canada). EV Eggcrate visor (black) SSS 18 4C 2 rd"baorderecl essory. Doorframe must be factory dnll d FY Full visor 0.125 3 Additional architectural colors available, see paint BV Bottom visor 230 6.7 brochu number 794.3). WG Wire guard 3/4 x 18 x 3 'r.rm 4 May be ordered with SCWA or LLRPSL 5 Must be ordered with SCWA or LLRPSL. BD Barn door 20 6 Consult factory for availability in Canada. HLV Horizontal louver (black) 11 9.6 7 QRS cannot be ua.dwith 48OV. VLY Vertical louver (black) 8 No silkscreen on lens. BVG Bubble vandal guard 140 OUTDOOR 210-WFL3 NOTES: I lee a1F 1725 it'll q3 1, CONTRACTOR TO REFER TO SUPPLIER FOR ORDERING, VERIFICATION OF BOLT PATTERN AND GROUNDING REQUIREMENTS, 198 2, CONTRACTOR TO REFER TO LANDSCAPE ARCHITECT FOR FINISH COLOR. 3, MANUFACTURER: LITHONIA LIGHTING, CONYERS, GEORGIA. 4, SUPPLIER: ILLUMINATION CONCEPTS AND SALES, RICHMOND, VIRGINIA; 804.358.2300 MANUFACTURER SPECIFICATION SHEET Scale 1"=20' Contour IntervalrN/A 0 20 40 80 Anchor Base Poles S SOUARESTRAIGHTSTEEL 10' to 39' Mounting POLE OPTIONS SUFFIX DESCRIPTION FOL' Festoon Outlet -less tratincal FGL' Festoon GFH Oullat - less electrical �A BS' HI-IHorizontal Arm Bracket -I fixture VD Vibration Damper -` UAB Less Anchor Bolts He 1 Extra Handhole / \ B HNC Handhole Cover I peau111.o v IJOTES. l �a6 1 sy lon and orientation wheri LL n �} ordering (squry orientation fiom liandtwle aM he yht m lest above basin. I t_....0 -`I Ut `'1 � •a 2 Combnatonollenontop and drill naunt ) `- requnea ex[, a h.rdholo. ORDERING INFORMATION Example: SSS305GDM19DDB Choose the boldhca ea[alog nomenclature that test suits your needs and Cho- write [i, theeppropiata blank _ sss _ Shaft type Nominal T ou ing Nominal shaft base size/ M��- Options SSS height wall thickness Tmmn MountingArchitectural Colors (owder finish)' P 10-39feet (See back ot,,.) PT Open top Standard Colors 'See back peso.) T20 2-3/8'Go,(2'NPS) DDB Dark bronze T25 2-719'O.D. 12-1/r NPS) Own While Shaft Not Boll Base Anchx Warehouse Template T30' 3-1/2-O.D.13'NPS) DBL Black Base Circle Projection Siluare Boll Anchor Noll Number T352 4'On. i3-1/2'NPSI Classic Colors Site A B C Dv ipim Desaipipa Drill Mourning DMB Medium bronze DM1,19a3 1at 90° DNA Natural aluminum 4 l 8 2 4- 8 S 4 18 0004 LIM2W t at 183° DSS Sandstone 4-G 8-Vt' 2-314'-4' 8' ABSSS 4C A830-0 PJ50004 DM28 PLa 2 at 180° with ono side DGC Charcoal gray 5' 10'-12' 3-3el'-4' 11' A8SS5 5 A836 0 PJ50010 plugged DTG Tennis green h' 11'-13' 33/8'-4' 12-112' ABSSS 6 A836.0 PJ50011 DM29x3 tat 90° DBR Bright red DM39x3 3 at 90° DSH Steel blue DM49xa 4 i 90° NOTES 1 when M.6n, tetwn ma,eumg and drill mount ng for he same Pete, hollow this GALV Galvanized finish ample DM28/r20 aTTZ' and 4'tnnons... lablo on 5',,M 6• shaftsonly. 3 The doll ng te,nplato to ho used Wr. pert cul.r lun'nahe dependson the 1u 1n re drat , .rail Dnllms Template D611h.p for Ae 11aco'a^ w rh 63fHta uel Ne l her l um na re Series IMPOflTANT. 1 t ORCt31, O1 2 .Do not erect polesw (bout hav nAf dares nstalled z SES1, DG� 3 3 KREI,KRES2,KO 1, ORRCG2, 1, ORD •Factory,sIti, fe, eplales -at It a spla her .,it ancho, bolts L'i fa, a,y 1 4 KRE2, KSES2, ONO 1, ORC2,ORDt,ORD2 not accept claim fvr ncorreU anchorage placemenrdua to fa lura to us. factory BlankAnother Lalonia Area Lum'n.ires template R'f' to Tachniwl Dara Section of Outdoor Binder )o, Drilling o",_,. • upoles ora stored outside, all p,,o,,ti,,w,,pping man be removal nectiialaly 4 Addienal arch -tarot colors-0.1ilo, .ee pan, b, -h.,.. I, pro", hriah da"Oe. • L than e is not -preaa, bre for the foundat on design. L a/1 i' -f0 1, CONTRACTOR TO REFER TO SUPPLIER FOR ORDERING, VERIFICATION OF BOLT PATTERN AND GROUNDING REQUIREMENTS. 2. CONTRACTOR TO REFER TO LANDSCAPE ARCHITECT FOR FINISH COLOR. 3. MANUFACTURER: LITHONIA LIGHTING, CONYERS, GEORGIA. 4. SUPPLIER: ILLUMINATION CONCEPTS AND SALES, RICHMOND, VIRGINIA; 804.358.2300 ■ y ■ N.T.S. � 6 f MANUFACTURER SPECIFICATION SHEET N.T.S. McKEE CARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 East High Street Charlottesville, VA 22902 804-979-7522 www,mckeecarson.com McKee Carson and Field Sport Concepts, Ltd. reserves its common law copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. Scale: 1r' = 20' TECHNICAL INFORMATION 1/28/02 Project No.: 0108 Designed: SWE/ERF Checked: RBM o EPA (IP) with 1.3 gust Catalog Number Nominal mounting Pole Shaft het ht (feet) Size(in x in x WallApproximate Thickness h (inches) 60 Gaullemph Max. 90 wet ht mph Max. 100 wet ht mph Max. weight Bolt Circle (inches) Bolt Size (in. x in. x in.) ship weight (pounds) SSS 104C 10 4.0 x 10.0 0.125 11 30.6 765 23.8 595 18.9 473 8--9 3/4 x 18 x 3 75 SSS 12 4C 12 4.0 x 12.0 0.125 11 24.4 610 18.8 470 14.8 370 8--9 3/4 x 18 x 3 90 SSS 14 4C 14 4.0 x LAD 0.125 11 19.9 498 15.1 378 11.7 293 8--9 3/4 x 18 x 3 100 SSS 16 4C 16 1 4.0 x 16.0 0.125 11 15.9 398 11.8 295 8.9 8--9 3/4 x 18 x 3 115 SSS 18 4C 18 4.0 x 18.0 0.125 11 12.6 315 9.2 230 6.7 �23 8--9 3/4 x 18 x 3 125 SSS 20 4C 20 4.0 x 20.0 0.125 11 9.6 240 6.7 167 4.5 a--9 3/4x 18 x3 140 nn�enn olaa I lee a1F 1725 it'll q3 A --q 3/d x.'4(7xR 198 L a/1 i' -f0 1, CONTRACTOR TO REFER TO SUPPLIER FOR ORDERING, VERIFICATION OF BOLT PATTERN AND GROUNDING REQUIREMENTS. 2. CONTRACTOR TO REFER TO LANDSCAPE ARCHITECT FOR FINISH COLOR. 3. MANUFACTURER: LITHONIA LIGHTING, CONYERS, GEORGIA. 4. SUPPLIER: ILLUMINATION CONCEPTS AND SALES, RICHMOND, VIRGINIA; 804.358.2300 ■ y ■ N.T.S. � 6 f MANUFACTURER SPECIFICATION SHEET N.T.S. McKEE CARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 East High Street Charlottesville, VA 22902 804-979-7522 www,mckeecarson.com McKee Carson and Field Sport Concepts, Ltd. reserves its common law copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. Revisiollsi: 1.3/11/0:2 Co & AIB Comments Age 14/26/02 icy Comments and Gelrteral Revisions Scale: 1r' = 20' Date: 1/28/02 Project No.: 0108 Designed: SWE/ERF Checked: RBM o 0 U Revisiollsi: 1.3/11/0:2 Co & AIB Comments Age 14/26/02 icy Comments and Gelrteral Revisions Scale: 1r' = 20' Date: 1/28/02 Project No.: 0108 Designed: SWE/ERF Checked: RBM Scale: I"=2001 0J / O OQ RESERVOIR ��- 659 GREENFIELDS 29 \I TERRACE i' 0008ROO D� 743 � \ 631 2 BERKMAR CROSSING �yP SHOPPING P� r �y co ALBEMARLE CENTER 0QQ• : SQUARE �.- SHOPPING SITE CENTER O O t FASHION SQUARE MALL Legend �E CONSTRUCTION ENTRANCE E, & S. STD. & SPEC. NO. 3.02 �F SILT FENCE E. & S. STD, & SPEC. NO. 3.05 �P STORM DRAIN INLET PROTECTION E. & S. STD. & SPEC. NO. 3.07 1. EROSION AND SEDIMENT CONTROLS SHALL BE INSTALLED IN ACCORDANCE WITH THE 1992 VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, THIRD EDITION, AND SHALL BE IMPLEMENTED PRIOR TO OR AS THE FIRST STEP IN ANY LAND DISTURBING ACTIVITY, 2. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED AND REPAIRED AS NEEDED UNTIL ALL DISTURBED AREAS HAVE BEEN PERMANENTLY STABILIZED. MAINTENANCE AND REPAIR SHALL BE IN ACCORDANCE WITH THE METHODS OUTLINED IN THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK FOR EACH CONTROL MEASURE SPECIFIED, 3. EROSION AND SEDIMENT CONTROLS SHALL BE INSPECTED AT LEAST TWICE WEEKLY, AFTER EACH RAINFALL AND AT LEAST ONCE DAILY DURING PROLONGED RAINFALL. 4, PERMANENT AND/OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO ALL DISTURBED AREAS WITHIN 7 DAYS AFTER FINAL GRADE IS ESTABLISHED ON ANY PORTION OF THE SITE. ANY DISTURBED AREAS WHERE CONSTRUCTION ACTIVITIES WILL BE HALTED FOR LONGER THAN 30 DAYS SHALL. BE STABILIZED WITHIN 7 DAYS OF THE LAST CONSTRUCTION ACTIVITY, PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR, 5. SURFACE ROUGHENING (E&S STD, & SPEC. 3.29) SHALL BE PROVIDED ON ALL SLOPES GREATER THAN 3:1. 6. TEMPORARY SEEDING, INCLUDING LIMING AND FERTILIZATION AS REQUIRED, WHERE SPECIFIED ON PLANS, SHALL BE DONE IN ACCORDANCE WITH E&S STD, :& SPEC. 3.31, USE ANNUAL RYEGRASS AT THE RATE OF 100 LBS/ACRE. 7. PERMANENT SEEDING, INCLUDING LIMING AND FERTILIZATION AS REQUIRED, SHALL BE APPLIED TO ALL DISTURBED AREAS NOT PAVED OR NOT PLANTED WITH GROUND COVER, SEEDING AND MULCHING SHALL BE DONE IN ACCORDANCE WITH E&S STD. & SPEC. 3.32 AND 3.35, MINIMUM CARE LAWN AREA GRASS SEED MIX SHALL BE REBEL II TALL FESCUE BLEND AT 80 TO 90%, IMPROVED PERENNIAL RYEGRASS AT 5 TO 10%, AND KENTUCKY BLUEGRASS AT 5 TO 10%. APPLICATION SHALL BE 350 TO 400 LBS/ACRE, SLOPES GREATER THAN 3:1 SHALL BE SEEDED WITH KENTUCKY 31 FESCUE, RED TOP GRASS, CROWNVETCH, AND A SEASONAL NURSE CROP AS SPECIFIED IN THE VESCH, CONTRACTOR IS ULTIMATELY RESPONSIBLE FOR STABILIZATION OF SLOPES AND OPEN ZONES WITH PERMANENT GRASS STANDS TO THE SATISFACTION OF THE ALBEMARLE COUNTY EROSION AND SEDIMENT CONTROL OFFICER. 8. NO LAND DISTURBING ACTIVITIES SHALL COMMENCE PRIOR TO THE APPROVAL OF THE EROSION AND SEDIMENT CONTROL PLAN BY THE COUNTY OF ALBEMARLE AND THE ISSUANCE OF A GRADING PERMIT. 9. THE CONTRACTOR SHALL ASSUME ALL LIABILITY AND RESPONSIBILITY FOR EROSION AND SEDIMENT CONTROL MEASURES, AS THEY ARE DESIGNED TO PROTECT ADJOINING BUILDING STRUCTURES AND FOUNDATIONS, PUBLIC INFRASTRUCTURES, VEHICULAR AND PEDESTRIAN CIRCULATION AREAS AND ENVIRONMENTAL QUALITY. 10. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING MUD FROM TRUCKS AND/OR OTHER EQUIPMENT PRIOR TO EXITING THE CONSTRUCTION AREA ONTO PUBLIC ROADS, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CLEAN ROADS, ALLAY DUST, AND TAKE WHATEVER MEASURES NECESSARY TO INSURE THAT THE ROADS ARE MAINTAINED IN A CLEAN, MUD AND DUST -FREE CONDITION AT ALL TIMES. 11. FULL REFERENCE IS MADE TO THE EROSION AND SEDIMENT CONTROL NARRATIVE, DATED 28 JANUARY 2002, AS AN INTEGRAL PART OF THE EROSION AND SEDIMENT CONTROL PLAN. 12. ANY SEDIMENT WHICH ACCUMULATES IN THE SEDIMENT TRAPS SHALL BE CLEANED OUT AND PLACED AT A SUITABLE LOCATION AS REQUIRED AND WHEN THE SITE HAS BEEN STABILIZED FROM FURTHER EROSION. 13, SEDIMENT BUILD-UP IN CULVERTS SHALL BE CLEANED OUT AND PLACED AT A SUITABLE LOCATION WHEN THE SITE HAS BEEN STABILIZED FROM FURTHER SOIL EROSION. SEDIMENT SHALL NOT BE ALLOWED TO BILD UP IN CULVERTS BLOCKING FREE FLOW THROUGH THE CULVERTS, 14. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL AND MAINTAIN ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, 15. EXISTING SOILS: TYPE 27B, ELIOAK LOAM. 16. EXISTING VEGETATION: DEVELOPED SITE: LAWN AND IMPERVIOUS AREAS WITH LANDSCAPE PLANTS LIMITS OF------_ FENCE TO BE DETERMINED BY PROJECT ENGINEEF SNOW FENCI 01613MMKIM 4` -�-.'�. EX SAN. SEWER_ SEF�,VICE-_.._ ......_. _. v t iii , PARKING EASEMT ENy't. D. B. 636, Pg. 507 i 8'1 (j)9 D.B. 786, Pg. 63 ' f l: am QD I P�� t 1 n� f I i I /A �P I•�-�PROPOSE® x ®C t" S ii a �° /i 9 _ R . --� GRA ENI E � BUILDING `, T --------- I a I 1 STORY �� I P `= a C�Jj I; I 9120 TOTAL SF VAP. WIDTH FF - 1004.60 ACCESS EASEN7ENT } Sir D: B. 636, 507 D 636 P� 498 !7 R 7R F' � �� , CORRECT METHODS OF TREE FENCING FENCE CORRECT TRUNK ARMORING 00 go TRIANGULAR BOARD FENCE Source: Va. DSCW TRE PROTECTION PES TI FENCING xKo_oz, DETAIL N.TF,S, TRAP N0. 1 TEMPORARY RIGHT-OF-WAY DIVERSION RWD E. & S. STD. & SPEC. N0. 3.11 Project Iiia.: TEMPORARY SEDIMENT TRAP �- E. & S. STD, & SPEC. NO. 3.13 W TREE PROTECTION Z TP E. & S. STD. & SPEC. NO, 3.38 DUST CONTROL DC E. & S. STD. & SPEC. NO. 3.39 1. EROSION AND SEDIMENT CONTROLS SHALL BE INSTALLED IN ACCORDANCE WITH THE 1992 VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, THIRD EDITION, AND SHALL BE IMPLEMENTED PRIOR TO OR AS THE FIRST STEP IN ANY LAND DISTURBING ACTIVITY, 2. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED AND REPAIRED AS NEEDED UNTIL ALL DISTURBED AREAS HAVE BEEN PERMANENTLY STABILIZED. MAINTENANCE AND REPAIR SHALL BE IN ACCORDANCE WITH THE METHODS OUTLINED IN THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK FOR EACH CONTROL MEASURE SPECIFIED, 3. EROSION AND SEDIMENT CONTROLS SHALL BE INSPECTED AT LEAST TWICE WEEKLY, AFTER EACH RAINFALL AND AT LEAST ONCE DAILY DURING PROLONGED RAINFALL. 4, PERMANENT AND/OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO ALL DISTURBED AREAS WITHIN 7 DAYS AFTER FINAL GRADE IS ESTABLISHED ON ANY PORTION OF THE SITE. ANY DISTURBED AREAS WHERE CONSTRUCTION ACTIVITIES WILL BE HALTED FOR LONGER THAN 30 DAYS SHALL. BE STABILIZED WITHIN 7 DAYS OF THE LAST CONSTRUCTION ACTIVITY, PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR, 5. SURFACE ROUGHENING (E&S STD, & SPEC. 3.29) SHALL BE PROVIDED ON ALL SLOPES GREATER THAN 3:1. 6. TEMPORARY SEEDING, INCLUDING LIMING AND FERTILIZATION AS REQUIRED, WHERE SPECIFIED ON PLANS, SHALL BE DONE IN ACCORDANCE WITH E&S STD, :& SPEC. 3.31, USE ANNUAL RYEGRASS AT THE RATE OF 100 LBS/ACRE. 7. PERMANENT SEEDING, INCLUDING LIMING AND FERTILIZATION AS REQUIRED, SHALL BE APPLIED TO ALL DISTURBED AREAS NOT PAVED OR NOT PLANTED WITH GROUND COVER, SEEDING AND MULCHING SHALL BE DONE IN ACCORDANCE WITH E&S STD. & SPEC. 3.32 AND 3.35, MINIMUM CARE LAWN AREA GRASS SEED MIX SHALL BE REBEL II TALL FESCUE BLEND AT 80 TO 90%, IMPROVED PERENNIAL RYEGRASS AT 5 TO 10%, AND KENTUCKY BLUEGRASS AT 5 TO 10%. APPLICATION SHALL BE 350 TO 400 LBS/ACRE, SLOPES GREATER THAN 3:1 SHALL BE SEEDED WITH KENTUCKY 31 FESCUE, RED TOP GRASS, CROWNVETCH, AND A SEASONAL NURSE CROP AS SPECIFIED IN THE VESCH, CONTRACTOR IS ULTIMATELY RESPONSIBLE FOR STABILIZATION OF SLOPES AND OPEN ZONES WITH PERMANENT GRASS STANDS TO THE SATISFACTION OF THE ALBEMARLE COUNTY EROSION AND SEDIMENT CONTROL OFFICER. 8. NO LAND DISTURBING ACTIVITIES SHALL COMMENCE PRIOR TO THE APPROVAL OF THE EROSION AND SEDIMENT CONTROL PLAN BY THE COUNTY OF ALBEMARLE AND THE ISSUANCE OF A GRADING PERMIT. 9. THE CONTRACTOR SHALL ASSUME ALL LIABILITY AND RESPONSIBILITY FOR EROSION AND SEDIMENT CONTROL MEASURES, AS THEY ARE DESIGNED TO PROTECT ADJOINING BUILDING STRUCTURES AND FOUNDATIONS, PUBLIC INFRASTRUCTURES, VEHICULAR AND PEDESTRIAN CIRCULATION AREAS AND ENVIRONMENTAL QUALITY. 10. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING MUD FROM TRUCKS AND/OR OTHER EQUIPMENT PRIOR TO EXITING THE CONSTRUCTION AREA ONTO PUBLIC ROADS, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CLEAN ROADS, ALLAY DUST, AND TAKE WHATEVER MEASURES NECESSARY TO INSURE THAT THE ROADS ARE MAINTAINED IN A CLEAN, MUD AND DUST -FREE CONDITION AT ALL TIMES. 11. FULL REFERENCE IS MADE TO THE EROSION AND SEDIMENT CONTROL NARRATIVE, DATED 28 JANUARY 2002, AS AN INTEGRAL PART OF THE EROSION AND SEDIMENT CONTROL PLAN. 12. ANY SEDIMENT WHICH ACCUMULATES IN THE SEDIMENT TRAPS SHALL BE CLEANED OUT AND PLACED AT A SUITABLE LOCATION AS REQUIRED AND WHEN THE SITE HAS BEEN STABILIZED FROM FURTHER EROSION. 13, SEDIMENT BUILD-UP IN CULVERTS SHALL BE CLEANED OUT AND PLACED AT A SUITABLE LOCATION WHEN THE SITE HAS BEEN STABILIZED FROM FURTHER SOIL EROSION. SEDIMENT SHALL NOT BE ALLOWED TO BILD UP IN CULVERTS BLOCKING FREE FLOW THROUGH THE CULVERTS, 14. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL AND MAINTAIN ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, 15. EXISTING SOILS: TYPE 27B, ELIOAK LOAM. 16. EXISTING VEGETATION: DEVELOPED SITE: LAWN AND IMPERVIOUS AREAS WITH LANDSCAPE PLANTS LIMITS OF------_ FENCE TO BE DETERMINED BY PROJECT ENGINEEF SNOW FENCI 01613MMKIM 4` -�-.'�. EX SAN. SEWER_ SEF�,VICE-_.._ ......_. _. v t iii , PARKING EASEMT ENy't. D. B. 636, Pg. 507 i 8'1 (j)9 D.B. 786, Pg. 63 ' f l: am QD I P�� t 1 n� f I i I /A �P I•�-�PROPOSE® x ®C t" S ii a �° /i 9 _ R . --� GRA ENI E � BUILDING `, T --------- I a I 1 STORY �� I P `= a C�Jj I; I 9120 TOTAL SF VAP. WIDTH FF - 1004.60 ACCESS EASEN7ENT } Sir D: B. 636, 507 D 636 P� 498 !7 R 7R F' � �� , CORRECT METHODS OF TREE FENCING FENCE CORRECT TRUNK ARMORING 00 go TRIANGULAR BOARD FENCE Source: Va. DSCW TRE PROTECTION PES TI FENCING xKo_oz, DETAIL N.TF,S, TRAP N0. 1 Scale: 1"=20' Date: A = 0.83 AC. Project Iiia.: 01.08 Designed: PRF ELEV L W D Z BOTT 32 6 4.0 1.0 WET/DRY 40 14 �a 1.9 2.0' DRY/WEIR 48 22 WEIR 5.0 2.5 (EL. 997) THIS SHEET FOR EROSIC)N MND l CONTROLSEDIMENT ? Scale 1"=20' =- DRAIAIA GE EA SEAIEP7T Contour Interval=l' 0 20 40 80 McKee Carson and Field Sport Concepts, Ltd, reserves its common law copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. Revisions: 2.4/26102 Agency Comments and General Revisions Scale: 1"=20' Date: 1/28/02 Project Iiia.: 01.08 Designed: PRF Checked: RBM m� a� �a 4-4 fr 4 �J a -40 Revisions: 2.4/26102 Agency Comments and General Revisions Scale: 1"=20' Date: 1/28/02 Project Iiia.: 01.08 Designed: PRF Checked: RBM DRAINAGE SVVALE DIRECTS FLOW TO SEDIMENT Puwm--------- 70' MIN, 3^ 8M'2 ASPHALT TOP COURSE -=,/Qnmc '` X4, 2% 2% PAVEMENT F|LTER--] 6^ MIN, `------G^ 21A AGGREGATE CLOTH BASE SECTION A -A EX EXISTING . CURB OR GROUND EDGE OF | [ PAVEMENT| |' | | . 7O MIN. . . B ASPHALT PAVED WASHRACK EXISTING PAVEMENT B POSITIVE DRAINAGE TO SEDIMENT * MUST EXTEND FULL VY|D|M TRAPPING^^^~E`'`^ OF INGRESS AND EGRESS OPERATION ' '1 ' -'' CLOTH SECTION B -B NOTE: A K4|N|MVM WATER TAP OF 1^ MUST BE INSTALLED WITH A K8|N|k4UM 1^ 8ALLCOCK SHUTOFF VALVE SUPPLYING A WASH HOSE WITH A DIAMETER OF 1.5^ FOR ADEQUATE CONSTANT PRESSURE. WASH WATER MUST BE CARRIED AWAY FROM THE ENTRANCE TO AN APPROVED SETTLING AREA TO REMOVE SEDIMENT. ALL SEDIMENT SHALL BE PREVENTED FROM ENTERING STORM DRAINS, DITCHES DR WATERCOURSES. �� CONSTRUCTION ENTRANCE \ �� U��U��8��t� ��A��_ PLAN AND SECTION 2^ SMOOTH TOOLED EDGE (TYPl CONTRACTION JOINT LIGHT BROOM FINISH TO BE PERPENDICULAR TO DIRECTION OF TRAVEL EXPANSION JOINT PLAN EXPANSION JOINT (MAX. 25' D.C.) (SEE DETAIL) CONTRACTION JOINT 6' O.C.MAX OR AS SHOWN ON PLANS. DEPTH SHALL BE 1,25" OR 25% OF CONCRETE THICKNESS 3000 P.S,I. CONCRETE AT 28 u»/« �` | MIN. CROSS SLOPE 15Y|;AIR-ENTRAINED KAAV )-/ `` � COMPACTED SUBGRADE ` PLAN AND SECTION 14011 DO� NIS. N.T.S. 1 SET THE STAKES. 'MAX FLOW 3. STAPLE FILTER MATERIAL TO STAKES AND EXTEND IT INTO THE TRENCH. 2, EXCAVATE A 4^X 4^ TRENCH UPSL0PE ALONG THE LINE OF STAKES. � 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. |�\ FL0VV~ SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) POINTS A SHOULD BE HIGHER THAN POINT B. DRAINAGEWAY INSTALLATION (FRONT ELEVATION) ` SILT FENCE (WITHOUT WIRE SUPPORT) DETAIL � � CONCRETE TO BE CLASS / IF CAST IN PLACE; 4000 PSI IF PRECAST 4^ NOTE' DEPTH OF CURB MAY BE INCREASED OR REDUCED BY UP TO 3~ IN ORDER THAT BOTTOM OF CURB MAY COINCIDE WITH TOP OF A COURSE OF PAVEMENT. OTHERWISE DEPTH TO BE 18^ AS SHOWN. VDO"T STANDARD CG ` -2 CURB N.-T.S. �0E & BASE ASE VV|OTH VARIES 1/4" SAWED OR TOOLED 2" RADIUS LIGHT BROOM FINISH ALT PAVING W1.4xW1.4 W/ 2" MIN, DETAIL COVER:: URN DOWM�N V 17 61 6" COMPACTED AGGREGATE BASE 7 VDOT #21A I NIN ONOLITHIC CURB AND SIDEWALK SECTION N.T.S. CRAVEI! (12^M|N DEPTH) RUNOFF WATER WITH SEDIMENT 41 41 FILTERED WIRE MESH SEDIMENT 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 M3'0357 OR #5 COARSE AGGREGATE �� ^��J�� yU�� v�� ^�/�� K�� |�l��U�DROP INLET SEDIMENT FILTERDETAIL N.T.S, `'"^` «" .� 0[ * ORIGINAL GROUND ELEVATION o' CU. /u/ACRc|VAR|ABL�� r� � �^ | � MAX. ` ORIGINAL FILTER GROUND \ CLOTH \ ELEVATION \ \ *SEE TEMPORARY SEDIMENT TRAP COARSE A�QREGAT�w� CLASS | DIMENSIONS DETAIL R|PRAP CROSS SECTION OF OUTLET LENGTH VN FEET) ` S x DRAINAGE AREA CLASS | A|PRAP (}N AD] DIVERSION DIKE COARSE AGGREGATE EXCAVATE /* **COARSE AGGREGATE SHALL BE VDOT #3, #357 OR #5 OUTLET (PERSPECTIVE U|EU\ TEMPORARY SEDIMENT TRAP PERSPECTIVE AND SECTIO!\! MT.S. MINIMUM TOP WIDTH (VV) REQUIRED FOR SEDIMENT TRAP EMBANKMENTS ACCORDING TO HEIGHT OF EMBANKMENT (FEET) H H_ "O W_ 1.6 05 20 2.0 10 2.0 2.5, 1 3.(0 2 2 3.5 2 30 4.0 3,0 3.0 4.51 3.5 4,0 n/ ORIGINAL 5.0) 4.0 4.5 unuumu ELEV. DEPTH �TEMPORARYt��EDKNM ENT ��P DUMENSkONS SECTION NJ.S. DE7A|L N.T.S. — ^'~-`~- ~^''~~- z' uV��*o� VDOT STAND 3^ BASE COL VDOT STAND 6^ COMPACT AGGREGATE VDOT #21A COMPACTED SUBGRADE SECTION �'^"^"^,,=" om/ N.T,S. SECTION lii!1`1111`11� gig McKee Carson and Field Sport Concepts, Ltd. reserves its common law copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. Revisions: 24/ / 02 Agency Comments and General Revisions Scale: 4-1 Date: 1/28/02 Project No.: 0108 Designed: ERF Checked: RBM . . �~pp . r- � 4-1 Revisions: 24/ / 02 Agency Comments and General Revisions Scale: AS SHOWN Date: 1/28/02 Project No.: 0108 Designed: ERF Checked: RBM NOTES: 1. NOTIFY LANDSCAPE ARCHITECT OF ANY SITUATION WHERE SOIL CHARACTERISTICS ARE NOT AGREEABLE TO THESE PLANTING CRITERIA OR WHERE CONDITIONS RAISE CONCERNS IN TERMS OF PLANT SURVIVABILITY OR WARRANTY, 2. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OF ANY PLANT DAMAGE EXPOSED BY, OR INCURRED DURING, PLANTING PROCESS. BACKFILL TO TERMINATE AT m REFER TO TREE TOP OUTSIDE LIMITS OF STAKING DETAIL ROOTBALL ADD MULCH OVERTOP OF ROOTBALL AND PLANTING PIT LIMITS, BEGINNING AT NO MORE THAN 1" DEPTH AT TRUNK AND TAPERING UP TO A DEPTH OF 3" AT PLANTING PIT LIMITS, I19 THEN TAPER TO PROPOSED FINISHED GRADE 1' VARI S TYP. SII I 11511=- (Ill1 .��: � 4lll ti II 1- ROOTBALL � SECTION N.T.S. PLANTING SOIL MIX: 1. THE LANDSCAPE CONTRACTOR SHALL FURNISH ALL TOPSOIL AND PLANTING SOIL MIX, MATERIAL MUST BE APPROVED BY THE LANDSCAPE ARCHITECT. REFER TO SPECIFICATION SECTION 02923, OR BELOW, FOR TOPSOIL REQUIREMENTS. 2, THE TYPICAL PLANTING SOIL MIX FOR ON -GRADE PLANTINGS (TREES, EVERGREENS, SHRUBS AND GROUNDCOVERS) SHALL CONSIST OF THE FOLLOWING UNLESS OTHERWISE INDICATED ON THE DRAWINGS. 60% TOPSOIL (CLEAN, LOOSE MATERIAL FROM ON-SITE STOCKPILE OR APPROVED IMPORT PRODUCT) 40% PREPARED ADDITIVES (BY VOLUME AS FOLLOWS) 2 PARTS HUMUS AND/OR PEAT 1 PART STERILIZED COMPOSTED COW MANURE 1 PART SHREDDED PINE BARK (OR EQUAL) COMMERCIAL FERTILIZER AS RECOMMENDED IN SOIL REPORT LIME AS RECOMMENDED IN SOIL REPORT SITE PREPARATION: 1. IN AREAS SCHEDULED FOR NEW LANDSCAPE INSTALLATIONS WHERE PRIOR GRADING ACTIVITIES HAVE NOT RESULTED IN CLEARING AND GRUBING OF EXISTING VEGETATION, CONTRACTOR SHALL CLEAR AND GRUB ALL WEEDS, DEAD PLANTS, TREES 1 -INCH CALIPER OR LESS AND ALL OTHER PLANT MATERIAL, SAVE AND EXCEPT SPECIMENTS OR GROUPINGS SPECIFICALLY IDENTIFIED IN THE FIELD BY THE LANDSCAPE ARCHITECT FOR PRESERVATION. SEASONAL COLOR RULE AND PERENNIAL PLANTING SEQUENCE: 1. EXCAVATE BED TO A DEPTH OF 4 INCHES, BREAK THROUGH "HARDPAN" AND REMOVE ALL STONE, ROOTS, DEBRIS, ETC. ROTOTILL BOTTOM OF EXCAVATED BED AN ADDITIONAL 6-8 INCHES IN DEPTH. 2, SLOPE BASE OF BED TOWARD PERIMETER, 3. PREPARE PLANTING SOIL MIX CONSISTING OF TOPSOIL AND THE FOLLOWING SOIL AMENDMENTS BY VOLUME. 40% TOPSOIL (CLEAN, LOOSE MATERIAL FROM ON-SITE STOCKPILE OR APPROVED IMPORT PRODUCT) 25% HUMUS 15% MULCH (FINGERNAIL SIZED CHIPS -1/4 -INCH MAX.) 10% "NATURE'S HELPER" (BULB CONDITIONER ADMIXTURE) 05% STERLIZED COMPOSTED COW MANURE 05% SAND (ANGULAR BUILDERS SAND) APPLY LIME AT A RATE OF 5 LBS. PER 50 SQ. FEET (ADJUST FOR ACIDIC SOILS) OR AS RECOMMENDED IN SOILS REPORT 4. ADD 6 INCHES OF PLANTING SOIL TO EXCAVATED BED AND ROTOTILL INTO EXISTING SOIL. 5. PLACE ADDITIONAL PLANTING SOIL MIX TO RAISE CENTERLINE OF ENTIRE BED 6 INCHES ABOVE FINISHED GRADE FOR SEASONAL COLOR/BULBS AND 4 INCHES FOR PERENNIALS. IF SEASONAL BED FRONTS A SHRUB OR GROUNDCOVER BED, MATCH THAT BED'S HEIGHT AND CONTINUE POSITIVE SLOPE TOWARD BED PERIMETER. 6. EVENLY SPREAD FERTILIZER AT A MAXIMUM RATE OF 2.5 LBS. PER 100 SQ. FEET AND RAKE INTO TOP 3 INCHES OF SOIL. USE SLOW RELEASE PRODUCT, SUCH AS BONEMEAL OR BULB BOOSTER. ALSO, ADD SMALL AMOUNT OF FERTILIZER INTO BOTTOM OF HOLE, DO NOT USE ANIMAL MANURES. 7. PLANT SEASONAL COLOR/BULBS AS SPECIFIED BELOW AND AT INDICATED SPACING SHOWN ON PLANS. AS A GENERAL RULE OF THUMB, SET BULBS 2.5X DEEPER THAN THIER DIAMETER. BULB DEPTH (BELOW FINISHED GRADE) CROCUS 5" MUSCARI 5" TULIPS 8" HYACINTHS 81, DAFFODILS 8" IRIS 8" 8. EDGE BED AND MULCH AS SPECIFIED. 9. WATER THOROUGHLY. LD -003 NOTES: 1, CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OF ANY SITUATION WHERE SITE CONDITIONS OR SOIL CHARACTERISTICS ARE NOT AGREEABLE TO THESE PLANTING CRITERIA OR RAISE CONCERNS IN TERMS OF PLANT SURVIVABILITY OR WARRANTY, 2. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OF ANY PLANT DAMAGE EXPOSED BY, OR INCURRED DURING, PLANTING PROCESS. SECTION DI -1 TOP 997.5 OUTLET BARREL 21" CONCRETE INV. 991.70 INV. IN 991.80— OPTION A: VERTICAL STAKING - VERTICAL STAKES TO BE PLACED OUTSIDE LIMITS OF TREE PIT, 2 STAKES AND GUM'S PER TREE, SET STAKES 180° AROUND PLANT PIT 3- 2 PLY BLACK RUBBER HOSE; 12" MIN. OPTION B: DIAGONAL STAKING - (FOR EVERGREENS ONLY) 1- WOODEN STAKE ATTACHED TO TREE BY GUY WIRE ENCASED IN RUBBER HOSE AND DRIVEN INTO UNDISTURBED SOIL OUTSIDE LIMITS OF TREE PIT OPTION Ci. GUY WIRE STAKING- 3- #14 GAUGE SOLID WIRES T-0 BE PULLED TAUT WITH GALV, TURNBUCKLE. 3- 18" MIN. LENGTH TREE STAKES SET BELOW GRADE. STAKES TO BE SET IN UNDISTURBED SOIL; 3 STAKES AND GUYS PER TREE. SET STAKES 120° AROUND PLANT PIT LD -002 N.T.S. NOTE: THE BIO -FILTER IS NOT TO BE INSTALLED UNTIL THE SITE IS ADEQUATELY STABILIZED ACCORDING TO WATER RESOURCES PERSONNEL (434) 296-5861 TOP OF BERM CLEANOUT WITH EL. 999,00 SOIL MIX TO BE STABILIZED WITH WATERTIGHT CAP SOD ALONG WITH TREES AND/OR `SHRUBS LISTED ON PLAN / CONNECT UNDERDRAIN PIPES TO OUTLET STRUCTURE 6" PERFORATED PVC PIPE E 1% MIN. SLOPE 50% SAND / 30% TOPSOIL / 20% LEAF MULCH (SAND: 0.02"-0.04", ASTM C33 FINE) SOIL MIX MUST BE LUCK BIO -FILTER MIX OR TESTED AND APPROVED EQUIVALENT, FOR MORE INFORMATION CONTACT WATER RESOURCES PERSONNEL (434) 296-5861-, PERFORATIONS TO BE MINIMUM OF 4 1/4" HOLES 12" O.C. FOR ENTIRE LENGTH OF PIPE IN UNDERDRAIN GRAVEL / TOP OF BERM (999.001 TOP OF WEIR EL. 998.00 Q0 g8 �d--V v 40 -� ° UNDERDRAIN GRAVEL 992.00 (AASHTO M43, 1/2"4"1 REMOVE SILT AND SEDIMENT WRAPPED IN FILTER BELOW UNDERDRAIN LAYER FABRIC AFTER FINAL STABILIZATION. BACKFILL WITH LOAM OR PROVIDE PIPES ACROSS GRANULAR EARTH FILL BELOW ENTIRE WIDTH AT 20' O.C. UNDERDRAIN LAYER. WRAPPED IN FILTER FABRIC �—� ,ew .cam wr • ® a av w e 1r r� a !'R t ®. • e�h f� � t>1�1 /O !®B T T B� 0^1 i I� � ®® T R® !"4! SECTION R S RLI LI i I U I f V V I IJ/ lLL 1 1 1 DETAIL "1OTES: SET TREE PLUMB PRIOR TO STAKING. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT. TRENCH EDGE AROUND ENTIRE AREA TO BE MULCHED TREE PLANTING 1 LD -004 SECTION N,T.S, 2X8 CAP; STAIN: GREEN, f 2 COATS IF NEEDED Q HINGES LATCH 4" X 4" TREATED POST 1X6 VERTICAL CEDAR PICKETS STAIN: GREEN, 2 COATS IF NEEDED FINISH GRADE �—CASTER NATE: STAIN SAMPLE TO BE SUBMITTED AND APPROVED BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION ENCLOSURE BY CONTRACTOR. AAD -017 ELEVATION N.T.S. 4" SOLID MASONRY CAP; 2" CLEAR, TYP, 12" FINISH GRADE/SURFACE j VARIES FOR PAVEMENT PROVIDE EXPANSION JOINT w W1 WATERPROOF CAULKING 2% MIN. Q Oa INTERFACE FOR PLANTING BED CONDITIONS TOP 3" OF GALV. METAL THROUGH TOPSOIL TO BE SCREENED. j WALL FLASHING; CONT.- 1 ENSURE POSITIVE DRIP ENKADRAIN OR EQUIVALENT --- II CONT, DUROWALL JOINT DRAINBOARD APPLIED TO 1 `) REINFORCEMENT EVERY BACK OF WALL 11 J1 ( 3 COURSES; TYP. #4 BAR 8" O,C., BEND DOWN �EXPANSION JOINT SEALED W/ N,Tr. S.VVIVVI IL IL IYII1�-I III VIlI " , UNIT (l�ll�(I�11`— EXISTING AND/OR �l I NEW CONCRETE I 2% MIN. 4" DRAIN TILE WRAPPED IN FILTER PAPER AND SET IN #57 STONE. TIE INTO EX. SITE 1 STORM DRAINAGE SYSTEM = =� �I �--- p�80`�°° 80008°O� 2' 1' 2' 3000 PSI CONCRETE FOOTER (l�ll )il�> 1�41�iI� / Oa 28 DAYS; W/ 2- #3 REBAR; CONT,; 3" CLEAR BW SIDES, TYP, lico COMPACTED AGGREGATE; < V DO T #21 A °8° �` ,111 SUBGRADE COMPACTED TO 1� 24" 95% - MODIFIED PROCTOR :,, LII""' hillIIIIIj BIO -FILTER WIR CONCRETE BLOCKi I IN ALL HD -005 SECTION N.-T.S. SECTION N.T.S. NOTES: 1. SET TREE PLUMB PRIOR TO STAKING. 2. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT. 3. DO NOT ALLOW AIR POCKETS TO FORM WHILE BACKFILLING, 4. IMMEDIATELY SOAK PLANT WITH WATER. 5. SEE IRRIGATION PLANS/DETAILS/SPECIFICATIONS AS THEY RELATE TO THIS INSTALLATION. SPECIMEN SHRUB (AS SPECIFIED ON DRAWINGS';) REFER TO ROOTBALL PIT DETAIL 111111III1 11111(I11111�l�� TRENCH EDGE AROUND ENTIRE AREA TO BE MULCHED SHRUB PLANTING LD -007 SECTION N.T.S. McKEE CARSON CONSULTING ENGINEERS I LANDSCAPE ARCHITECTS LAND PLANNERS I i 301 East High Street Cha' dottesville, VA 22902 804-979-7522 www.mckeecarson.com -- McKee Carson and Field Sport Concepts, Ltd. reserves its common law copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These pians are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. >e � -MIN =i4ti11 �' �� AS SHOWN -f1�I� II�Il=1111 I1�I1=If� �I11II=IIT= BACKFILL WITH CULTIVATED, ((1=iIlI1 1111=1{`i1= i1=1i�i1-1 CUT AWAY ALL WIRE BASKETS Ijll� Til{ ORIGINAL SOIL FROM PLANT AND/OR NON -BIODEGRADABLE �}=1�E1�=IIT— PIT EXCAVATION IF LOOSE. IF ROOTBALL WRAPPING AFTER EXCAVATED MATERIAL IS NOT FINAL TREE PLACEMENT. LOOSE, SUBSTITUTE WITH BURLAP ROOTBALL WRAPPING ACCEPTABLE TOPSOIL MATERIAL. AMEND BACKFILL TO BE UNTIED FROM TRUNK AND CUT AWAY TO A POINT PER SPECIFICATIONS, COMPACT LEAST 1/2 DISTANCE DOWN AT LEA AT BACKFILL IN LIFTS BY FOOT. LL, WATER THROUGHLY AT 1/2 DEPTH. SCARIFY BASE OF PLANT PIT WHEN EXCAVATING PIT. BREAK — RETURN AND COMPACT LOOSE THROUGH AND LOOSEN ALL EXCAVATED MATERIAL TO HARDPAN (REMOVE AS PLANT PIT TO ESTABLISHED NECESSARY TO FACILITATE PROPER DEPTH PRIOR TO DRAINAGE) PLANT PLACEMENT LLPIT LD -001 SECTION N.T.S. PLANTING SOIL MIX: 1. THE LANDSCAPE CONTRACTOR SHALL FURNISH ALL TOPSOIL AND PLANTING SOIL MIX, MATERIAL MUST BE APPROVED BY THE LANDSCAPE ARCHITECT. REFER TO SPECIFICATION SECTION 02923, OR BELOW, FOR TOPSOIL REQUIREMENTS. 2, THE TYPICAL PLANTING SOIL MIX FOR ON -GRADE PLANTINGS (TREES, EVERGREENS, SHRUBS AND GROUNDCOVERS) SHALL CONSIST OF THE FOLLOWING UNLESS OTHERWISE INDICATED ON THE DRAWINGS. 60% TOPSOIL (CLEAN, LOOSE MATERIAL FROM ON-SITE STOCKPILE OR APPROVED IMPORT PRODUCT) 40% PREPARED ADDITIVES (BY VOLUME AS FOLLOWS) 2 PARTS HUMUS AND/OR PEAT 1 PART STERILIZED COMPOSTED COW MANURE 1 PART SHREDDED PINE BARK (OR EQUAL) COMMERCIAL FERTILIZER AS RECOMMENDED IN SOIL REPORT LIME AS RECOMMENDED IN SOIL REPORT SITE PREPARATION: 1. IN AREAS SCHEDULED FOR NEW LANDSCAPE INSTALLATIONS WHERE PRIOR GRADING ACTIVITIES HAVE NOT RESULTED IN CLEARING AND GRUBING OF EXISTING VEGETATION, CONTRACTOR SHALL CLEAR AND GRUB ALL WEEDS, DEAD PLANTS, TREES 1 -INCH CALIPER OR LESS AND ALL OTHER PLANT MATERIAL, SAVE AND EXCEPT SPECIMENTS OR GROUPINGS SPECIFICALLY IDENTIFIED IN THE FIELD BY THE LANDSCAPE ARCHITECT FOR PRESERVATION. SEASONAL COLOR RULE AND PERENNIAL PLANTING SEQUENCE: 1. EXCAVATE BED TO A DEPTH OF 4 INCHES, BREAK THROUGH "HARDPAN" AND REMOVE ALL STONE, ROOTS, DEBRIS, ETC. ROTOTILL BOTTOM OF EXCAVATED BED AN ADDITIONAL 6-8 INCHES IN DEPTH. 2, SLOPE BASE OF BED TOWARD PERIMETER, 3. PREPARE PLANTING SOIL MIX CONSISTING OF TOPSOIL AND THE FOLLOWING SOIL AMENDMENTS BY VOLUME. 40% TOPSOIL (CLEAN, LOOSE MATERIAL FROM ON-SITE STOCKPILE OR APPROVED IMPORT PRODUCT) 25% HUMUS 15% MULCH (FINGERNAIL SIZED CHIPS -1/4 -INCH MAX.) 10% "NATURE'S HELPER" (BULB CONDITIONER ADMIXTURE) 05% STERLIZED COMPOSTED COW MANURE 05% SAND (ANGULAR BUILDERS SAND) APPLY LIME AT A RATE OF 5 LBS. PER 50 SQ. FEET (ADJUST FOR ACIDIC SOILS) OR AS RECOMMENDED IN SOILS REPORT 4. ADD 6 INCHES OF PLANTING SOIL TO EXCAVATED BED AND ROTOTILL INTO EXISTING SOIL. 5. PLACE ADDITIONAL PLANTING SOIL MIX TO RAISE CENTERLINE OF ENTIRE BED 6 INCHES ABOVE FINISHED GRADE FOR SEASONAL COLOR/BULBS AND 4 INCHES FOR PERENNIALS. IF SEASONAL BED FRONTS A SHRUB OR GROUNDCOVER BED, MATCH THAT BED'S HEIGHT AND CONTINUE POSITIVE SLOPE TOWARD BED PERIMETER. 6. EVENLY SPREAD FERTILIZER AT A MAXIMUM RATE OF 2.5 LBS. PER 100 SQ. FEET AND RAKE INTO TOP 3 INCHES OF SOIL. USE SLOW RELEASE PRODUCT, SUCH AS BONEMEAL OR BULB BOOSTER. ALSO, ADD SMALL AMOUNT OF FERTILIZER INTO BOTTOM OF HOLE, DO NOT USE ANIMAL MANURES. 7. PLANT SEASONAL COLOR/BULBS AS SPECIFIED BELOW AND AT INDICATED SPACING SHOWN ON PLANS. AS A GENERAL RULE OF THUMB, SET BULBS 2.5X DEEPER THAN THIER DIAMETER. BULB DEPTH (BELOW FINISHED GRADE) CROCUS 5" MUSCARI 5" TULIPS 8" HYACINTHS 81, DAFFODILS 8" IRIS 8" 8. EDGE BED AND MULCH AS SPECIFIED. 9. WATER THOROUGHLY. LD -003 NOTES: 1, CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OF ANY SITUATION WHERE SITE CONDITIONS OR SOIL CHARACTERISTICS ARE NOT AGREEABLE TO THESE PLANTING CRITERIA OR RAISE CONCERNS IN TERMS OF PLANT SURVIVABILITY OR WARRANTY, 2. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OF ANY PLANT DAMAGE EXPOSED BY, OR INCURRED DURING, PLANTING PROCESS. SECTION DI -1 TOP 997.5 OUTLET BARREL 21" CONCRETE INV. 991.70 INV. IN 991.80— OPTION A: VERTICAL STAKING - VERTICAL STAKES TO BE PLACED OUTSIDE LIMITS OF TREE PIT, 2 STAKES AND GUM'S PER TREE, SET STAKES 180° AROUND PLANT PIT 3- 2 PLY BLACK RUBBER HOSE; 12" MIN. OPTION B: DIAGONAL STAKING - (FOR EVERGREENS ONLY) 1- WOODEN STAKE ATTACHED TO TREE BY GUY WIRE ENCASED IN RUBBER HOSE AND DRIVEN INTO UNDISTURBED SOIL OUTSIDE LIMITS OF TREE PIT OPTION Ci. GUY WIRE STAKING- 3- #14 GAUGE SOLID WIRES T-0 BE PULLED TAUT WITH GALV, TURNBUCKLE. 3- 18" MIN. LENGTH TREE STAKES SET BELOW GRADE. STAKES TO BE SET IN UNDISTURBED SOIL; 3 STAKES AND GUYS PER TREE. SET STAKES 120° AROUND PLANT PIT LD -002 N.T.S. NOTE: THE BIO -FILTER IS NOT TO BE INSTALLED UNTIL THE SITE IS ADEQUATELY STABILIZED ACCORDING TO WATER RESOURCES PERSONNEL (434) 296-5861 TOP OF BERM CLEANOUT WITH EL. 999,00 SOIL MIX TO BE STABILIZED WITH WATERTIGHT CAP SOD ALONG WITH TREES AND/OR `SHRUBS LISTED ON PLAN / CONNECT UNDERDRAIN PIPES TO OUTLET STRUCTURE 6" PERFORATED PVC PIPE E 1% MIN. SLOPE 50% SAND / 30% TOPSOIL / 20% LEAF MULCH (SAND: 0.02"-0.04", ASTM C33 FINE) SOIL MIX MUST BE LUCK BIO -FILTER MIX OR TESTED AND APPROVED EQUIVALENT, FOR MORE INFORMATION CONTACT WATER RESOURCES PERSONNEL (434) 296-5861-, PERFORATIONS TO BE MINIMUM OF 4 1/4" HOLES 12" O.C. FOR ENTIRE LENGTH OF PIPE IN UNDERDRAIN GRAVEL / TOP OF BERM (999.001 TOP OF WEIR EL. 998.00 Q0 g8 �d--V v 40 -� ° UNDERDRAIN GRAVEL 992.00 (AASHTO M43, 1/2"4"1 REMOVE SILT AND SEDIMENT WRAPPED IN FILTER BELOW UNDERDRAIN LAYER FABRIC AFTER FINAL STABILIZATION. BACKFILL WITH LOAM OR PROVIDE PIPES ACROSS GRANULAR EARTH FILL BELOW ENTIRE WIDTH AT 20' O.C. UNDERDRAIN LAYER. WRAPPED IN FILTER FABRIC �—� ,ew .cam wr • ® a av w e 1r r� a !'R t ®. • e�h f� � t>1�1 /O !®B T T B� 0^1 i I� � ®® T R® !"4! SECTION R S RLI LI i I U I f V V I IJ/ lLL 1 1 1 DETAIL "1OTES: SET TREE PLUMB PRIOR TO STAKING. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT. TRENCH EDGE AROUND ENTIRE AREA TO BE MULCHED TREE PLANTING 1 LD -004 SECTION N,T.S, 2X8 CAP; STAIN: GREEN, f 2 COATS IF NEEDED Q HINGES LATCH 4" X 4" TREATED POST 1X6 VERTICAL CEDAR PICKETS STAIN: GREEN, 2 COATS IF NEEDED FINISH GRADE �—CASTER NATE: STAIN SAMPLE TO BE SUBMITTED AND APPROVED BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION ENCLOSURE BY CONTRACTOR. AAD -017 ELEVATION N.T.S. 4" SOLID MASONRY CAP; 2" CLEAR, TYP, 12" FINISH GRADE/SURFACE j VARIES FOR PAVEMENT PROVIDE EXPANSION JOINT w W1 WATERPROOF CAULKING 2% MIN. Q Oa INTERFACE FOR PLANTING BED CONDITIONS TOP 3" OF GALV. METAL THROUGH TOPSOIL TO BE SCREENED. j WALL FLASHING; CONT.- 1 ENSURE POSITIVE DRIP ENKADRAIN OR EQUIVALENT --- II CONT, DUROWALL JOINT DRAINBOARD APPLIED TO 1 `) REINFORCEMENT EVERY BACK OF WALL 11 J1 ( 3 COURSES; TYP. #4 BAR 8" O,C., BEND DOWN �EXPANSION JOINT SEALED W/ N,Tr. S.VVIVVI IL IL IYII1�-I III VIlI " , UNIT (l�ll�(I�11`— EXISTING AND/OR �l I NEW CONCRETE I 2% MIN. 4" DRAIN TILE WRAPPED IN FILTER PAPER AND SET IN #57 STONE. TIE INTO EX. SITE 1 STORM DRAINAGE SYSTEM = =� �I �--- p�80`�°° 80008°O� 2' 1' 2' 3000 PSI CONCRETE FOOTER (l�ll )il�> 1�41�iI� / Oa 28 DAYS; W/ 2- #3 REBAR; CONT,; 3" CLEAR BW SIDES, TYP, lico COMPACTED AGGREGATE; < V DO T #21 A °8° �` ,111 SUBGRADE COMPACTED TO 1� 24" 95% - MODIFIED PROCTOR :,, LII""' hillIIIIIj BIO -FILTER WIR CONCRETE BLOCKi I IN ALL HD -005 SECTION N.-T.S. SECTION N.T.S. NOTES: 1. SET TREE PLUMB PRIOR TO STAKING. 2. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT. 3. DO NOT ALLOW AIR POCKETS TO FORM WHILE BACKFILLING, 4. IMMEDIATELY SOAK PLANT WITH WATER. 5. SEE IRRIGATION PLANS/DETAILS/SPECIFICATIONS AS THEY RELATE TO THIS INSTALLATION. SPECIMEN SHRUB (AS SPECIFIED ON DRAWINGS';) REFER TO ROOTBALL PIT DETAIL 111111III1 11111(I11111�l�� TRENCH EDGE AROUND ENTIRE AREA TO BE MULCHED SHRUB PLANTING LD -007 SECTION N.T.S. McKEE CARSON CONSULTING ENGINEERS I LANDSCAPE ARCHITECTS LAND PLANNERS I i 301 East High Street Cha' dottesville, VA 22902 804-979-7522 www.mckeecarson.com -- McKee Carson and Field Sport Concepts, Ltd. reserves its common law copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These pians are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. >e � Scale: AS SHOWN Lute: 1/28/02 Project No.: 0108 Designed: ERF Checked: RBM a� 3m -c 4-1 C� US Revisions: 2.4/26/02 Agency Comments and General Revisions Scale: AS SHOWN Lute: 1/28/02 Project No.: 0108 Designed: ERF Checked: RBM