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Home My WebLink AboutSDP200100129 Plan - Approved 2002-04-29eo 19 Sheet Index COVER SHEET AND NOTES 1 MASTER PLAN r: 2 GRADING AND UTILITIES PLAN 3 GRADING AND UTILITIES PLAN - 4 GRADING AND UTILITIES PLAN 5 GRADING, UTILITIES, BMP AND WETLAND MITIGATION PLAN 6 _ GRADING UTILITIES BMP AND WETLAND MITIGATION PLAN 7 LAYOUT PLAN 8 LAYOUT PLAN CHARLOTTESVILLE, VIRGINIA 22902 9 LAYOUT PLAN 10 i V V ii IN V Albemarle County, Virginia AL SITE DEVELOPMENT PT 14 December 2001 Prepared For: Sterling University Housing 6363 Woodway, Suite 1000 Houston, Texas 77057 s rb�Ni FIRE OFFICER ALBEMARLE COUNTY SERVICE AUTHORITY I NA VIRGINIA DEPARTMENT OF HEALTH '�GINIA DEPARTMENT OF TRANSPORTATION 17, ALL TURF AREAS THAT ARE IMPACTED OR DISTURBED BY CONTRACTOR VEHICLES, EQUIPMENT, 4 BEDROOM UNITS: 96 OR ACTIVITY SHALL BE REPAIRED, REGRADED, AND RESEEDED. 10. BEFORE FINAL RELEASE OF WATER METERS, PRIVATE FIRE LINES MUST BE TEMPORARILY SHUT GROSS RESIDENTIAL DENSITY: 10 DU/ACRE TOTAL TREES REQUIRED OFF TO PROVE DOMESTIC CONNECTIONS HAVE BEEN PROPERLY MADE. RECREATIONAL AREA: 86,300 SF (1,98 AC.) TREE CANOPY IFT) 125,453 j 18. PARKING FOR THE CONTRACTOR'S VEHICLES SHALL BE COORDINATED THROUGH THE OWNER TREE CANOPY (AC) 2.88 11. WARNING: WATER PRESSURE MAY EXCEED 100PSI AT SOME LOCATIONS. MAX. NUMBER OF EMPLOYEES: -8 9. AN APPROVED SET OF PLANS AND ALL APPLICABLE PERMITS MUST BE MAINTAINED AND MADE REVISIONS: AVAILABLE AT THE CONSTRUCTION SITE BY THE CONTRACTOR. MAX, BUILDING HEIGHT: 38' CALCULATIONS 1 01/21/02 ACSA COMMENTS SURVEY AND TOPOGRAPHY Site Area = 14.40 acres, 2, 01/30/02 COUNTY, VDOT COMMENTS 20. CONTRACTOR SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LIMES IN THE PARKING REQUIRED: Credits: Recreational Area (1.98 ac); Open Space (1.93 ac) & GENERAL REVISIONS AREA OF PROPOSED EXCAVATION OR BLASTING AT LEAST TWO WORKING DAYS, BUT NOT MORE 1. TOPOGRAPHIC AND PHYSICAL SURVEYS BY LOUISA AERIAL SURVEYS, MINERAL, VA; BOUNDARY AND 144 (3 BEDROOMS) 180 (1,25 SPACE / BR) Basis for Canopy; 10,65 acres 3, 02/01/02 AC•SA COMMENTS THAN TEN WORKING DAYS, PRIOR TO COMMENCEMENT OF EXCAVATION OR DEMOLITION, SUPPLEMENTAL SURVEY INFORMATION PROVIDED BY B. AUBREY HUFFMAN AND ASSOCIATES, 384 (4 BEDROOMS) 480 11.25 SPACE / BR) Area of canopy (sf) = (width in 10 years /2)xlwidth in 10 years /20.14 4, 02/20/02 ACSA COMMENTS CHARLOTTESVILLE, VIRGINIA. RECREATIONAL AREA 0 528 TOTAL BEDROOMS Area of cano py needed is 20% of 10.49 acres (2,10 acres) 5. 02/22/02 ZONING COMMENTS & GENERAL REVISIONS 21. BEFORE BURNING, BLASTING, OR TRANSPORTATION OR STORAGE OF EXPLOSIVES, THE TOTAL 660 SPACES 6 & GENRA2 REVISIONS DOT COMMENTS CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS. 2. DATUM: USGS 22, TAP FEES, POWER COMPANY, CABLE TV, PHONE COMPANY, SITE GRADING AND RETAINING WALL 3, SUPPLEMENTAL TOPOGRAPHIC SURVEY INFORMATION PROVIDED BY MCKEE' CARSON, PARKING PROVIDED: 661 SPACES (13 HC) NOTES 7, 03/08/02 COUNTY COMMENTS PERMIT FEES AND OTHER FEES TYPICALLY PAID BY AN OWNER ARE EXCLUDED, CHARLOTTESVILLE, VA, 2001, MAX. IMPERVIOUS COVER: 7.80 AC. A 20% Tree Canopy value was applied to the site based on dwelling units per acre. 8. 03/11/02 COUNTY COMMENTS BUILDINGS: 1.84 AC. An average 35' height was assumed for the existing trees on -site, 9. 03/25/02 COUNTY COMMENTS 10, 04/11/02 COUNTY, VDOT COMMENTS Values for the Area of Canopy provided above were taken from the Albemarle Tree Canopy Calculation 23, EXCLUDED IS THE RELOCATION OF ANY UTILITIES NOT SPECIFICALLY NOTED TO BE REMOVED OR 4. BENCH MARK: NAIL IN GRASS MEDIAN OF 5TH STREET EXTENDED BEHIND WESTERNMOST SAG PARKING, SIDEWALKS, TRAVELWAYS: 6.11 AC. Chart and using the best professional judgement. ;� tNt21;4Ls bEPARTMENT " RELOCATED, CURB DROP INLET, ELEV. 440.29. PROVIDED BY B. AUBREY HUFFMAN AND ASSOCIATES, PLANNING OPEN SPACE: 75,000 SF (1,72 AC.1 (12 %) I ENGINEERING - I BUILDING CODES. &ZONING SERVICES ) Of: 25 r: t CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS �. 301 EAST HIGH STREET CHARLOTTESVILLE, VIRGINIA 22902 tele:804.979.7522 fax: 804.977.1194' �� r STEVE ER NO. 019933 .. VAL'E�C'�� Notes Miscellaneous Legend GENERAL 24. THE POWER COMPANY WILL PERFORM ITS OWN SITE WORK UP TO AND INCLUDING THE TRAFFIC CONTROL 1. SHADING DENOTES AREAS OF 25% OR GREATER SLOPES. i ITEK EXI$TING PROPOSED CONNECTION TO THE ELECTRIC METERS THAT ARE MOUNTED ON THE BUILDINGS AT A SINGLE 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMIITS, LOCATION. THE TELEPHONE AND CABLE TV COMPANIES WILL PERFORM THEIR OWN SITE WORK UP 1, ALL PAVEMENT MARKINGS AND ROAD SIGNS SHALL CONFORM TO THE "MANUAL ON UNIFORM 2, THIS SITE IS NOT WITHIN A RESERVOIR WATERSHED. BENCH MARK INSPECTIONS, BONDS AND OTHER APPROVAL RELATED ITEMS IN ACCORDANCE WITH LOCAL AND TO A SINGLE BOX ON EACH BUILDING. TRAFFIC CONTROL DEVICES" (MUTCD) STANDARDS, LATEST EDITION. PROPERTY / RIGHT OF WAY LINE STATE POLICY. PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION WITHIN ANY EX :ISTING PUBLIC 3. THIS SITE IS NOT WITHIN A 100 YEAR FLOOD PLAIN. ), SETBACK LINE RIGHT -OF -WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT FOR SAID 25. THE CONTRACTOR SHALL PERFORM ALL WORK USING THE DIMENSIONS SHOWN ON THESE PLANS. 2. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL DEVICES AND MAINTAIN TRAFFIC FLOW AT ALL CONTOUR CONSTRUCTION SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION 1THE CONTRACTOR SHALL NOT USE SCALES, RULERS, DIVIDERS, MAP WHEELS OR OTHER TIMES WITH MUTCD STANDARDS. 4. ALL STORM DRAINAGE EASEMENTS TO BE DEDICATED TO PUBLIC USE. INDEX CONTOUR - (HEREAFTER ABBREVIATED VDOT). MEASURING DEVICES TO DETERMINE SPATIAL RELATIONSHIPS ON THESE DRAWINGS. - BUILDING 3. CONTRACTOR SHALL CONDUCT CONSTRUCTION IN MANNER TO MINIMIZE DISRUPTION OF TRAFFIC 51 WETLAND DISTURBANCE PERMIT: PERMIT N 01- 110120, CORPS. PERMIT TYPE: N WP -43. FENCE - - - - - X - - - - x x x x- 2. ALL PAVING AND DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM 26. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY ADDITIONAL FILL MATERIAL THAT MAY FLOW. GUARD RAIL - -�- TO CURRENT STANDARDS AND SPECIFICATIONS OF VDOT UNLESS OTHERWISE NOTED. §E NECESSARY IN THE COURSE OF CONSTRUCTION AND SHALL BE RESPONSIBLE FOR THE 6. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP WHICH EMITS 3,000 OR MORE fNfTIAL LUMENS PAVEMENT ------------------ DISPOSAL OF ANY EXCESS MATERIAL FROM THE SITE, ANY SUCH EARTH MOVING ACTIVITY IS UTILITY CONTACT INFORMATION SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT TREE LINE 3. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE SUBJECT TO THE APPROVAL OF THE ENGINEER. AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS, ALL SIGN FORCE MAIN FM APPROVED EROSION AND SEDIMENT CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY _ 1. _ . -.SPRINT .(TELEPHONE) - - - LIGHTING- - SHALL EMIT -LESS THAN- 3,000 LUMENS. ...WATER MAIN -. - - W - - - W CLEARING, GRADING OR OTHER CONSTRUCTION. 2211 HYDRAULIC ROAD FIRE LINE F SITE CONSTF!lCTION P.O. BOX 6788 7, THE SPILLOVER OF LIGHTING FROM PARKING AREA LUMINAIRES ONTO PUBLICi ROADS AND WATER VALVE - 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED, MAXIMUM CHARLOTTESVILLE, VA 22906 PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE -HALF STORM SEWER - ALLOWABLE FILL OR CUT SLOPE IS 2:1, WHERE POSSIBLE, LESSER SLOPES OF 4:1 i0R BETTER ARE 1. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE, PAVEMENT SUBGRADE, CBR MAIN NUMBER: 1 -800- 713 -4490 (1/2) FOOT CANDLE, SANITARY SEWER - - - S TO BE ACHIEVED, CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING STABILIZED GRASS STANDS TESTS SHALL BE PERFORMED ON THE SUBGRADE SOIL. IF A SUBGRADE SOIL SUPPORT VALUE OF LOCAL CONTACT: PETE PERKINS- (434) 971 -2653 INLET ON ALL SLOPES. 10 OR GREATER IS. NOT OBTAINABLE,' A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE 8. THE FUTURE CONNECTION TO OLD STAGECOACH ROAD CROSSOVER SHALL BE CONSTRUCTED TO MANHOLE - - S --0 S ENGINEER. 2. DOMINION VIRGINIA POWER (ELECTRIC) THE OLD STAGECOACH ROAD CROSSOVER, UPON DEVELOPMENT OF THE EASTERN RESIDUE PARCEL, UTILITY POLE -0- 5. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF 1719 HYDRAULIC ROAD IF REQUIRED BY THE AGENT AS PART OF THE SITE PLAN APPROVAL PROCESS -.: THE CONNECTOR TELEPHONE PEDESTAL O THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR HIS DESIGNEE, IT IS DEEMED NECESSARY 2. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE CONSTRUCTION LIMITS OF PAVED CHARLOTTESVILLE, VA 22901 ROAD SHALL BE DESIGNED TO VDOT'S ROLLING TERRAIN STANDARD, UNLESS A'+ VARIATION OF THIS OVERHEAD ELECTRIC - - - E IN ORDER TO STABILIZE A DRAINAGE CHANNEL, AND BUILDING AREAS. MAIN NUMBER: 1- 888 - 667 -3000 STANDARD IS APPROVED BY THE PLANNING COMMISSION, THE 40' ACCESS EASEMENT -SHOWN OVERHEAD TELEPHONE - - - T- - - Y LOCAL CONTACT: CHRIS BJELLAND (434) 972 -6759 MAY BE DEDICATED TO PUBLIC USE AS A PART OF THE SITE APPROVAL FOR THE EASTERN EASEMENT - - -------------- - 6. 6. UNLESS OTHERWISE NOTED, ALL STORM DRAINAGE PIPE TO BE REINFORCED CONCRETE PIPE, 3. CONSTRUCTION DEBRIS SHALL BE CONTAINERIZED IN ACCORDANCE WITH THE VIRGINIA LITTER RESIDUE IF REQUIRED BY THE AGENT. BITUMINOUS PAVEMENTS �--- ---------- - --- -� VDOT STANDARD PIPE "BEDDING DETAIL PB -1 IS REQUIRED. LESS THAN ONE LITTER RECEPTACLE SHALL BE PROVIDED AT THE COUNTY SERVICE AUTHORITY 3.�TERR CONCRETE PAVEMENT CONSTRUCT ON SO &ES WER) EETS SHALL 'BE'CONSIDERED g, ALL SPOT ELEVATIONS AT PAVEMENT INDICATED ON THE GRADING SHEETS CURB -= "` ------ ^------ - - - - -- 7. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS 168 SPOTNAP ROAD BOTTOM OF CURB. CURB WITH GUTTER �- r- -- °` -- - - - - -- ________ FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926)• 4. ALL SPRINGS SHALL BE CAPPED AND PIPED TO THE NEAREST DRAINAGE DITCH OR DRAINAGE P.O. BOX 2738 HC RAMP OUTFALL. PIPE SHALL BE MIN. 6" DIAMETER AND CONFORM TO VDOT STANDARD SB -1 OR CHARLOTTESVILLE, VA 22902 GAS LINE -G- - -G- G 8, THE CONTRACTOR SHALL VERIFY THE PROPOSED LAYOUT WITH ITS RELATIONSHIP TO THE EXISTING SITE SURVEY, THE CONTRACTOR SHALL ALSO VERIFY APPROVED EQUAL. NOTIFY ENGINEER IN ALL CASES. MAIN NUMBER: (434) 977 -4511 LOCAL CONTACT; CHRIS STEPHAN (EXT. 114) Tree Canopy Calculations SWALE /DITCH RIP RAP = ""'- -" " �.. •• �•• • �•• °� � • ° ° ALL DIMENSIONS, SIITE CONDITIONS, STORM DRAIN STRUCTURE Q AND MATERIAL SPECIFICATIONS AND SHALL NOTIFY THE OWNER AND ENGINEER OF ANY ERRORS 5: STEPS FOR INGRESS AND EGRESS IN ALL DRAINAGE STRUCTURES SHALL BE IN ACCORDANCE r SANITARY SEWER STRUCTURE Q OMISSIONS OR DISCREPANCIES BEFORE COMMENCING OR PROCEEDING WITH WORK.. WITH VDOT STANDARD ST -1, ALL DRAINAGE INLETS SHALL HAVE A 2 INCH LOCAL DEPRESSION. 4. ADELPHIA (CABLE) _ E 400 WESTFIELD ROAD EXISTING CANOPY INCREASE IN DIAMETER AS;__ ELECTRICAL CONDUIT E 9. DEVIATIONS FROM, OR CHANGES TO THESE PLANS WILL NOT BE ALLOWED UNLESS APPROVED BY 6. STORM DRAIN PIPE LENGTHS SHOWN ON PLANS ARE MEASURED TO THE CENTER OF THE CHARLOTTESVILLE, VA 22901 HEIGHT IN 1Q YRS... A FUNCTION OF- LIGHT POLE UGE THE ENGINEER, CONNECTING STORM DRAIN STRUCTURES. PIPE LENGTHS INCLUDE STANDARD VDOT END MAIN NUMBER: 1- 800 - 835 -4949 (Y) HEIGHT - UNDERGROUND ELECTRIC LINE -UGE - - - OHE SEGTtONS WHERE APPLICABLE, LOCAL CONTACT: GARY BENNETT (434) 951 -3726 (MULTIPLIER. R) OVERHEAD ELECTRIC LINE -OHF - - - UGT 10. THIS PLAN DOES NOT GUARANTEE THE EXISTENCE OR NON- EXISTENCE OF UNDERGROUND Species UNDERGROUND TELEPHONE LINE -UGT REINFORCED CONCRETE PIPE - - RCP - RCP UTILITIES, PRIOR TO ANY CONSTRUCTION OR EXCAVATION, THE CONTRACTOR SHALL VERIFY THE 7, STORM DRAIN TOP' ELEVATIONS SHOWN ON PLANS ARE TAKEN AT THE CENTER OF THE INLE T 5. CHARLOTTESVILLE GAS Oak 12.00' FIRE HYDRANT FH FH EXISTENCE AND LOCATION OF, OR THE NON- EXISTENCE OF, UNDERGROUND UTILITIES. THE BOX, EXCEPT FOR CURB DROP INLETS WHICH ARE TAKEN AT LOWEST POINT ON TOP FACE OF CORNER OF 7TH & MARKET 80 Sycamore 17.50' 76 SANITARY MANHOLE SMH SMH CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1- 800 - 552 - 7001), INLET, CITY HALL ;. Maple 17,14' 73 STORM DRAIN MANHOLE S ©MH SDMH 11, THE CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UTILITIES P.O. BOX 591 CHARLOTTESVILLE, VA 22902 Pine 17 50',,_. .53 TOP OF CURB OF CURB TC Be TC BC SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF NECESSARY, THE SANITAR S WER AND WATER MAIN CONSTRUCTION MAIN NUMBER: (434) 970 -3340 Y 16.03' BOTTOM LOW POINT LP LP EXISTENCE AND/OR LOCATION OF UTILITIES SHOWN ON THESE PLANS MAY BE ONLY AVERAGE: = R 71 DI DI APPROXIMATELY CORRECT- AND THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY DROP INLET CLEAN OUT CO CO MEASURES TO PROTECT THE UTILITIES SHOWN HEREON AND ANY OTHER EXISTING UTILITIES NOT �NS;" tCTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AVERAGE HEIGHT; 35' WATER VALVE WV WV OF RECORD OR NOT SHOWN ON THESE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AU'fH0RI1 Y OFFICIALS AT THE START OF THEW WORK. __ ---- - -- YARD DRAIN YD REPAIRING, AT HIS EXPENSE, ANY EXISTING UTILITIES DAMAGED DURING CONSTRUCTION, IF A"---, - Site Data - SIAMESE CONNECTION SC UTILITY IS DAMAGED DURING CONSTRUCTION, STOP WORK IMMEDIATELY Y AND NOTIFY THE 2 THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT STEP 1: '" GAS METER GM j ENGINEER. -" NECE� SARILY SHOWN ON THE PLANS AND WHERE SHOWN, ARE ONLY APPROXIMATE. THE (Average Height) X (R) / D1 ELECTRIC METER EM CONTRACTOR S-HALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND OWNER COLONNADE ASSOCIATES LIMITED PARTNERSHIP (35 X .71) = 24.86' HOUSE ELECTRIC METER HM 12• RELOCATION OF ANY EXISTING UTILITIES SHALL BE AT THE OWNER'S EXPENSE AND COMPLETED - -- c .,TRUC; -UrsES AS NECESSARY. (PARCEL 54): C/O S.W. HEISCHMAN --`- WITH THE SITE WORK. THE DEVELOPER SHALL BE NOTIFIED AS TO THE RELOCATIONS REQUIRED-- - P.O. BOX 7324 STEP 2: PRIOR TO THE START OF CONSTRUCTION. 3.. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH GENERAL WATER AND SEWER CHARLOTTESVILLE VA 22906 (Average Height + Y) X (R) _- D2 CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY (35 + 16.03) X (.71) = 36.24' -' 13. THE CONTRACTOR SHALL ADEQUATELY PROTECT EQUIPMENT, MATERIALS, AND ,COMPLETED FROM ON JANUARY 15, (PARCEL 46A): SOUTHEAST LIMITED PARTNERSHIP STEP 3: - '` '` a Standards and Specifications WORK THEFT AND VANDALISM, THE OWNER IS NOT RESPONSIBLE FOR THE LOSS OF ANY +: C/O S.W. HEISCHMAN areas MATERIAL STORED AT THE SITE, 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY, D2 - D1 = Canopy encroachment into open` _ P.O. BOX 7324 CHARLOTTESVILLE VA 22906 36.24' - 24.86' = 5.70' VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD AND BRIDGE SPECIFICATIONS, DATED 14. THE CONTRACTOR'S WORK SCHEDULE SHALL BE COORDINATED WITH THE OWNER AND THE 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1- 800 - 552 - 7001). 2001• BUILDING CONTRACTOR, 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FT. OF COVER MEASURED FROM DEVELOPER: STERLING UNIVERSITY HOUSING 6363 WOODWAY STEP 4-. Calculate areas of canopy saved on -site. Multiply by 1.25, VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD AND BRIDGE STANDARDS, DATED 2001. 15, THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE TOP OF THE PIPE, OVER THE CENTERLINE OF THE PIPE, THIS INCLUDES ALL FIRE HYDRANT SUITE! 1004 57,095 X 1.25 = 71,369 SF (1.64 AC) (Canopy Credit) JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING LINE_ S_, SERVICE LATERALS, AND WATER LINES, ETC. HOUSTON TX 77057 VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION, DIVISION OF SOIL AND WATER SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY TAX MAP /PARCEL 76 154, 46A STEP 5: credit from required canopy CONSERVATION, VIRGINIA EROSION. AND SEDIMENT CONTROL HANDBOOK, THIRD EDITION, 2001 AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, 7. ALL 'HATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. ZONING: R -10 Subtract canopy 1.64 AC 0.46 AC (Canopy required of new plantings) INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, MAGISTERIAL DISTRICT: SCOTTSVILLE 2.13 AC - = ALBEMARLE COUNTY SERVICE AUTHORITY, GENERAL WATER AND SEWER CONSTRUCTION REAL AND ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE SPECIFICATIONS, ADOPTED JANUARY 15, 2001. EXCEPTING FOR LIABILITY ARISING FROM "THE SOLE NEGLIGENCE OF THE OWNER OR THE VALVE DURING A FUTURE EXTENSION OF THE LINE, SETBACKS: FRONT: 25' SIDE:15' EXISTING TREES ENGINEER ". REAR. 20' TREE CANOPY (FT) 583,704 U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION, MANUAL ON 9. AS -BUILT CONSTRUCTION DATA SHALL BE MAINTAINED BY THE CONTRACTOR IN THE FIELD. A, TREE CANOPY (AC) 13.40 UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION. 16, ANY DAMAGE TO EXISTING PHYSICAL FEATURES (WALKS, LIGHTS, CURBS, PLANTS, ETC.) SHALL BE MARKUP SET OF PLANS SHALL BE PROVIDED TO THE OWNER OR HIS REPRESENTATIVE TO SERVE PROPOSED USE: RESMENTIAL (14.4 ACRES) THE RESPONSIBILITY OF THE CONTRACTOR, REPAIRS OR REPLACEMENTS SHALL BE MADE AS AS THE BASIS FOR THE FINAL AS -BUILT PLANS. THE DATA RECORDED SHALL BE IN ACCORDANCE TREES TO REMAIN NECESSARY AT NO COST TO THE OWNER, WITH THE REQUIREMENTS AS SPECIFIED IN THE A.C.S.A. AS -BUILT PLAN CHECKLIST, LATEST DWELLING UNITS: 144 TREE CANOPY (FT) 44,842 EDITION 3 BEDROOM UNITS: 48 TREE CANOPY (AC) 103 17, ALL TURF AREAS THAT ARE IMPACTED OR DISTURBED BY CONTRACTOR VEHICLES, EQUIPMENT, 4 BEDROOM UNITS: 96 OR ACTIVITY SHALL BE REPAIRED, REGRADED, AND RESEEDED. 10. BEFORE FINAL RELEASE OF WATER METERS, PRIVATE FIRE LINES MUST BE TEMPORARILY SHUT GROSS RESIDENTIAL DENSITY: 10 DU/ACRE TOTAL TREES REQUIRED OFF TO PROVE DOMESTIC CONNECTIONS HAVE BEEN PROPERLY MADE. RECREATIONAL AREA: 86,300 SF (1,98 AC.) TREE CANOPY IFT) 125,453 j 18. PARKING FOR THE CONTRACTOR'S VEHICLES SHALL BE COORDINATED THROUGH THE OWNER TREE CANOPY (AC) 2.88 11. WARNING: WATER PRESSURE MAY EXCEED 100PSI AT SOME LOCATIONS. MAX. NUMBER OF EMPLOYEES: -8 9. AN APPROVED SET OF PLANS AND ALL APPLICABLE PERMITS MUST BE MAINTAINED AND MADE REVISIONS: AVAILABLE AT THE CONSTRUCTION SITE BY THE CONTRACTOR. MAX, BUILDING HEIGHT: 38' CALCULATIONS 1 01/21/02 ACSA COMMENTS SURVEY AND TOPOGRAPHY Site Area = 14.40 acres, 2, 01/30/02 COUNTY, VDOT COMMENTS 20. CONTRACTOR SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LIMES IN THE PARKING REQUIRED: Credits: Recreational Area (1.98 ac); Open Space (1.93 ac) & GENERAL REVISIONS AREA OF PROPOSED EXCAVATION OR BLASTING AT LEAST TWO WORKING DAYS, BUT NOT MORE 1. TOPOGRAPHIC AND PHYSICAL SURVEYS BY LOUISA AERIAL SURVEYS, MINERAL, VA; BOUNDARY AND 144 (3 BEDROOMS) 180 (1,25 SPACE / BR) Basis for Canopy; 10,65 acres 3, 02/01/02 AC•SA COMMENTS THAN TEN WORKING DAYS, PRIOR TO COMMENCEMENT OF EXCAVATION OR DEMOLITION, SUPPLEMENTAL SURVEY INFORMATION PROVIDED BY B. AUBREY HUFFMAN AND ASSOCIATES, 384 (4 BEDROOMS) 480 11.25 SPACE / BR) Area of canopy (sf) = (width in 10 years /2)xlwidth in 10 years /20.14 4, 02/20/02 ACSA COMMENTS CHARLOTTESVILLE, VIRGINIA. RECREATIONAL AREA 0 528 TOTAL BEDROOMS Area of cano py needed is 20% of 10.49 acres (2,10 acres) 5. 02/22/02 ZONING COMMENTS & GENERAL REVISIONS 21. BEFORE BURNING, BLASTING, OR TRANSPORTATION OR STORAGE OF EXPLOSIVES, THE TOTAL 660 SPACES 6 & GENRA2 REVISIONS DOT COMMENTS CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS. 2. DATUM: USGS 22, TAP FEES, POWER COMPANY, CABLE TV, PHONE COMPANY, SITE GRADING AND RETAINING WALL 3, SUPPLEMENTAL TOPOGRAPHIC SURVEY INFORMATION PROVIDED BY MCKEE' CARSON, PARKING PROVIDED: 661 SPACES (13 HC) NOTES 7, 03/08/02 COUNTY COMMENTS PERMIT FEES AND OTHER FEES TYPICALLY PAID BY AN OWNER ARE EXCLUDED, CHARLOTTESVILLE, VA, 2001, MAX. IMPERVIOUS COVER: 7.80 AC. A 20% Tree Canopy value was applied to the site based on dwelling units per acre. 8. 03/11/02 COUNTY COMMENTS BUILDINGS: 1.84 AC. An average 35' height was assumed for the existing trees on -site, 9. 03/25/02 COUNTY COMMENTS 10, 04/11/02 COUNTY, VDOT COMMENTS Values for the Area of Canopy provided above were taken from the Albemarle Tree Canopy Calculation 23, EXCLUDED IS THE RELOCATION OF ANY UTILITIES NOT SPECIFICALLY NOTED TO BE REMOVED OR 4. BENCH MARK: NAIL IN GRASS MEDIAN OF 5TH STREET EXTENDED BEHIND WESTERNMOST SAG PARKING, SIDEWALKS, TRAVELWAYS: 6.11 AC. Chart and using the best professional judgement. ;� tNt21;4Ls bEPARTMENT " RELOCATED, CURB DROP INLET, ELEV. 440.29. PROVIDED BY B. AUBREY HUFFMAN AND ASSOCIATES, PLANNING OPEN SPACE: 75,000 SF (1,72 AC.1 (12 %) I ENGINEERING - I BUILDING CODES. &ZONING SERVICES ) Of: 25 / _a___,______', t ,, jg -" .ea ) /i �, ' "N 1% i ``�", 1 . £ ! ate.,,.., .,,,,„,«, ` 0", �:'"•-/",-,, �, .„,a•.,:u._..:L•.a._c- -r�...«•� ' X r'i " " it : ,� \'�O-'-' of E,. �♦ / Tit - ,T'^v-_"4'... �,,. ,,.,,y_ s. y.. 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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. ��p,,L I' t7� L e ---- _ 7"o 'Ir i 1J STEVEN L. DRIVER " 4, W NO.019933 Aa 4� r ... FSsyONt AE£�� Revisions: 1.01/11/02 ACSA Comments 2.01/30/02 General Revisions 3.02/01/02 ACSA Comments 4, 03/06/02 General Revisions 5.04/11/02 County, VDOT Comments Scale: U_ Date: 12/14/01 z 0110 Designed: Un Checked: SLD �:) 0 x �� , � z a W � a � U F - z "" �1 5 �:) 6 C7 z �_III`II"I`I1( a P4 W H (n . WMA Revisions: 1.01/11/02 ACSA Comments 2.01/30/02 General Revisions 3.02/01/02 ACSA Comments 4, 03/06/02 General Revisions 5.04/11/02 County, VDOT Comments Sheet No.: �; , Of: 25 Scale: 1" = 50' Date: 12/14/01 Project No.: 0110 Designed: SWE Checked: SLD Sheet No.: �; , Of: 25 IN N, % f IN N, \, 1, 1 1 -1 1 , , I A A NN k f N. IN, A A \N IN <k NN\N, I, IN N� N, \ k k N, A, I % N IN N. N, N A IN, IN, IN IN, N, 'N' . ...... . M -A 011 `01 2 4, It 11. IN N, X- M NN IN N 4453D X_ I, % N, A 440,6 IN. N;) NN --A si_ N, IN N. M, N. N, , I\ N N \ \ / % 1 V, IN N't, 'N -N Vo N. 'N % + \ 10 Qy) 'N I NN N IN 444.6 439,5 X X_ IN N, if NI IN M 'N N,1 N, N\ N, f Al W _\ GR 2, IN, FACE OF GUARDRAIL Z A TO BE ALIGNED WITH FACE OF CURB; TYP. \N TRANSITION GR-2 % BACK INTO EXIST. GUARDRAIL 7- -7 7- N, If X4146 -134 -- ----- 4 X CONTRACTOR TO .,VERIF'- Y V_ - -13'68 _4 412,1 X LINE--- &[ZE-PRICYR- TO TAP 416,56 -1: 4, x-. X 414 4 7 -T 413.24x� X_ _X 414,07 X `14 -4 -7 . ... ...... RAISE Ek. -,SAN. 413,30X N- 7- 2 Z MH FRAME AND 4160 420-- ,GR,- -415,1 E L 41$.0 414,64 COVER. -2- I iv- /TT MANHOLE SHALL J .-41 8 4 x 7-n 4196' 4 �7. - ---- ----- -9 X,418,YE RETESTED X417 7 7 412,(32X 7 411.4 X MOD. EC-1 WITH SURGE ROCK INSTALL TO DITCH LINE (TYP, X4) 413,1 X 4 --o-E,8 Ng�,`�'� APC .. ...... 414,6 x 412,6 T T 'N f 413.6 X, 11X........... SAN_A�& 53`%_,,� Ai� W,�� 'G q, RIM 417 61 7 �,S . ..... .. IN 4 41,4.82 ,q A6, �1' I. M.I"z On 41312 _X 414.9 W '�TRANSITION GR-2 X X .4,9 k _13, 9 . . . . . . . . . . . . . . M. S., BACK INTO EXIST GUARDRAIL U7 m 416,64 -N A0 R, M., X RAtSE-EX, �AN -;;W _rR,AME AND - �Ac X_ C 0 V ER.,�;E-[- ��i -7-.6 6. 40 U T E CONE TO k A�� l'o, RNQ_. LOVER OUT -_L_-�0G-A1-E__'FMM X r-y Y LE on RETESTED R`Af�_E EX, SAN, MH--FRA'l M X4 17, P EL'4!;5.9,8-. 0 AtE`AC NE TO,` N, C, 't V, k GR - 2. T 6tKT EFRAME -- A R CONC� Q C-OvEm T.,---' 416,9't �F A-Cl'-Of I� 440,5 OF-'GUT-TER___,.__ A yp A N LOWER EX. SAN. MH FRAM COVER. EL 417.00, ROTAIE �TO LOCATE FRAME AN g AWAY FROM CURB. - MANHOLE SHALL BE RETESTED EXIS TING VEGE TA TION �'Z EXPOSE TOP OF EX. SANITARiY NV NO x SEWER`I,1LINE IN PROXIMITY OFJ IN' PROPOSED WATERLINE CROSIiING PRIOR TO'%NITAPPING EX. WATERLINE/ TAP WATERLINE SO AS TO POSITI�)N WATERLINE CROSSING MIDWNY IN; BETWEEN JOINTYS OWItACH POUR CONCR�TE PIERS BEL 413,3x JOINT PRIOR TO REMOVING!SOIE TO 42, -,1 X61, S INSTALL WATERLINE UNDER /�WE9: X- 4 12,5 EXISTING 20' SANITARY SEWER ESMT,- TYR P�EDMQk HO D, B, 789190 SPITAL, LLC E �O NING� C F T F USE, COM 4 CIA L cj/ IWE 408�6 If pe If X Mk J. I 1Z 3 0 f OP sl`,11� V, I W, RUq N `5 �0 PEI' Ge_/W4' .6 /JB�l TY DZ/7 T,` T R U Q1r V E A . P V I ROVIDE GRATE T"O. f ----- - R� 3 4 4.8,C/ 1 HL F QIT RAME &'QO ERY, _(R E P L A C ES /VD STD I V - T 411`00� OR I N V 0 V T 4 03.5 0 R EMb\�E b4D SE' ION D\ FIRST J PE OINT, OF PI % ... .... N T* I IN 418 61' 1 2 0' W TEMINE ZN -Y P.' 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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 FieldSport Concepts, Ltd. XI N �ka L H 0 STEVEN L. DRIVER NO. 019933 QNIAL -4sk 0 U r Revisions: 1. 01/11/02 ACSA Comments 2.01/21/02 ACSA Comments 3.01/30/02 CoM!7�y & VDOT Comments 4.02/01/02 ACSA Comments 6.03/06/02 VDOT Comments 7.03/26/02 County Comments 8.04/11/02 County & VL)UT Comments � Sheet No.: Scale: 1" = 20' Date: 12/14/01 Project No.: 0110 Designed: ERF Checked: SLD � Sheet No.: LU LU C/) LU LU Lu~~ / __. _J -~ , ___ ,~ ---------.__`. ----- -------______ ---------__ �J8��x � ^.` ~'� ----'- '--'-'---''--��r��~`_`~��___ ----__ ------------________ ,� \ � -` `-` -~��---''------'---'----_____ _ ----_. ---_'_ -- SANITARY --_--- -�----------------------�-� -�`--- ---~-~~^--~~~^~~~ ------- ~~~-~~- -----------�-------------.__-�-----_-----��-'�_-��---_�~~��~~-~~'�~�-----_- � -��------~~ STRUCTURE I D STRUCTURE TYPE NORTH EAST TOP ELEV INVERT IN INVERT OUT PIPE DESCRIPTION x EX Checked: 5764.18 4489.37 422.03 417,44 416-84 427; 98 S-1 MH 5594.08 4639.64 424.57 418.87 418,67 7 Z, 427.7 JE �4M.47 HANDRAIL S-2 MH 5547.26 4817.43 41 27'9.10 420.06 419.86 1,3 27,98 42 � � el LATE. 224.29 LF 8" DIP a 0.65% S-4 MH 5238,99 5019.77 426.58 422.79 422.59 S-6 MH 5102.98 5195.76 435.00 424,45 T-1 MH 5787.48 4880.71 , 430,95 421.40 � � ' � ... -_.... -_-_-___�_�- _ « PIPE LENGTHS DO NOT INCLUDE WIDTH OF STRUCTURE, ��--- �N .�.�� ------------------��--�--�-�------------�---------------------��-�'�-��----~' ~� ^ / / � ) -^~--'-~-~^~~~~---------�-----~-`�-��-�`�--�--... ...... '��'��-----��----�� fe N74 173J."W EC-2 304,27' \4 W A4400 INV 425.26 RETAINING 436.66 7 402,6 3 Zfl 04 LJ 11 El El i 410 1111 El EJ El (4M VC IN 431.4 QM GM 8 432.33 DI 3 430,80i 41 )431.87 3 1.1V PRIVATE METAL GRATE HANDRAIL TYP el 171-11.1" 42 .83 428 !43 0.80 431.48 11 43 3 UJ �SC CO f 431 431,48. ok"] 42985 7 429 \0 + ACCE S EA E, 84 Ai I W RS 0. Luml 41Y,11 4J f �- �� --�-�--�- � -�f------- -��-�--�--��- , / � \ `\ `\ � OON0RBT �L^ � " /u' / � \ \ \ c v��n \ ' �n� 4-��--�-�--4-`�- '� --+� �t ��- r-�--4--�--� --�-- -1----� -------- r-_�-_L_�__ C PPE 2'� COPPER 6 no SC Sci -11VV -77 3; 431.33 -FE: 1432.00 RFE 42,8,121 428.q 4131.82 31;0 + Z W2 INSTALL 3 OVER 3; 4 31.3 GM GM 27.63 L.3 "1, 3 3 it IT Y 40 SAN AR if WS ZONING., 00 TMIP., 76146F if if 4 TEMP CONSTRUCTION -44 f8 SOUTHEAST �IMITED PAR NE P ING TA41P,-- 7614 6A USE; U&PEVEL OPED EEO K] LIJ LIJ _J _~ 428.79 27.83 425.38+ 1 Date: 12/14/01 Project No.: - 0110 Designed: ERF Checked: SLD LL 427; 98 7 Z, 427.7 JE �4M.47 HANDRAIL TYP 1,3 27,98 42 � � el LATE. Jf LATERAL. i Y P. /\� / ./ � \/ � |/ A / / .�y °/'//,/' ``` /\^� k� � 7-��LJ| (&][� �)[�[� ��LJ[�[�7' �� lY|7l | ��| }L-|i�L- - ��L_L- SHEET \ ^� ISSUE FOR CONSTRUCTION Cr CO3 le 9-96 Lp VC fid jc" CFO , 8om|o 1^`28' , Contour Prop., f Ex. THIS SHEET TO BE USED FOR GRADING AND UTILITY PURPOSES ONLY 0 20 40 80 McKEE CARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 East High Street Charlottesville, VA 22902 804-979-7522 - 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 L Concepts, Ltd. 6STEVEN L. DRIVER NO. 019933 NAL O�V 1. 01/11/02 ACSA Comments 2.01/21/02 ACSA Comments 3.01/30/02 County Comments 4.02/01/02 ACSA Comments 5. 03/06/02 County Comments Sheet No.: Date: 12/14/01 Project No.: - 0110 Designed: ERF Checked: SLD Sheet No.: MATCHLINE - SEE SHEET 4 V� I �. 11 ::::..� e i I I i J 110 N V 1 V I V, YD V V V 5 33� It I428 OD_ G1 2 O,,' S EVV E R/ 6 E 'SEMENT TYP I4 H� IIF 6b CD If f iyD PP GAS 42 '-.'98 1.5 INV 4 2 �V Icp� pl�g D "'I LATEqAL; TYP. 0 Ilq� 419 7 '7ylV IIIy I+ V 7 ff, IIt IMV 44, II09i f I IIt CQOI�R GM , IN, I 'ITS 9F, WA TE�S4, 6F Xi > IAA�LUDING WEITLASIb II.. . ...... .. 2�' 3�" II\3 .9 0 UF - r r .452,9 f 0.75% 4,45.2 X, 4 2 8/6 Q� I24.60 ISc YU I5. 1J 1.1 f INV 2/2� 7 445 r' 1 E 8 -1 f I , 445.6 I N,�. I 4 0 5 I77, < I-7- 74 6(1 f Iell 42 8 VA ff1. 2 78 7� 3 0 > D4 ' I2 4,/� BACKFLOW PREVEN,tEl�-,,* o LUG f4443 ;'427J3 IIIIVD I< 2 MAIN W/ I16, S�4.; TYP, 27,20 ......... . 33 2L4 27 3/ Ir 51/ 27.20 4 124, ,4 ,�4 20' E A! 14 A I 77� ABOVE GRA 4 2 0 f�127,20 �--,'"HANOICA IfII20'/ DRhNAiGr- 6.09 IEgIVI I I T Z)r YV 6 0 IN V 442. 1 0 EDI�AT�� T, If PUBLfC USE) II/ 5, f�417 %6X TE�PORA9,Y qONSTRU`bTIQ'N TYP iIIX- 8. I.21 IffY 1 +A 9. C9L -50C, 11L IL) PA 0 TNE) +A �MA.�E 45 +ep. 10 28.7,0 R ItMle: 761,14 II4 4.49.7 I45-� 2, f i STORM SEWER STRUCTURE SCHEDULE STRUCTURE I D STRUCTURE TYPE NORTH EAST TOP ELEV INVERT IN INVERT OUT PIPE DESCRIPTION A-1 ES-1 5306.13 5337.12 401.96 mmom 16,60 LF 48" RCP rd 0.75% A-2 MH-1 5306.16 5320.52 408.44 402.18 402.08 110.25 LF 48" RCP fd 0.60%- Ot,�3 DI-4AA MOD. __�232,29 5238.68 423.25 402.94 402.84 __�_05.18 356.56 LF 48" RCP fa 0,60% A-4 DI-4AA MOD. 5208,97 4882.88 425.26 405.08 96,93 LF 42"' RCP fd 0.50% A-5 DI-4AA MOD, 5262,02 4801.76 427.37 405.76 405.66 274,53 LF 42" RCP 0 0.50% A-6 DI-4AA 5474,65 4628.11 420.50 409.90 407,12 - 355.50 LF 211" RCP 0 0.50% A-7 DI-1 5822,11 4652.90 417.74 411.78 411.68 123.04 LF 15" RCP fd 0.50% A-8 DI-3A 4542,80 416.32 __ 412.40 ___�_94473 A-2 MH-1 5306.16 532 0.52 408.44 402.18 402.08 131.17 L F 18 RCP fd 5,53% B-1 DI-3A __�_4_27,78 5271.38 416.31 409.53 409.43 66.00 LF 18" ROP rd 3,00% B-2 DI-3A 5397.87 5194,19 419.57 411.51 411.41 - 250,08 LF 15" ROP f6l 2.50% B-3 DI-1 5663.43 5135.09 422.00 417.86 417.7 6 1 7 8.3 0 L F 15 "' RCP 0 4.52% B-4 DI-3A 5727.05 5180.73 425.34 421.40 - A-4 DI-4AA MOD, 5208.97 4882.88 425,26 412.60 405.08 139.65 LF 36" RCP 0 1.00% C-1 ES-1 _�_Q 7 -4.2 5 4821.94 -_ 414.00 - A-5 DI-4AA MOD, 5262.02 4807.46 427.37 420.87 405.66 1 .16 LF 15" RCP 0 i.00% D-1 DI-3A 5277.53 4743.63 425.42 __ 421,47 DI-4AA 5474.65 4628.11 420.50 ---4-07.22 407.12 -A-6 37.90 LF 36" ROP rol 0.75% E-1 E S - I _�_4 5 -3.13 4596.92 407.50 A-7 D I - 1 _�_8 2 -2,11 4552.90 417.74 411.78 411.68 54.49 LF 15"' RCP rd 2.84% F-1 DI-3A 5837,74 4500.70 418.75 __ 413.33 G-1 HEADWALL 5947.01 4355.06 -_ 395.20 113.43 LF 54" RCP 5 7.32% G-2 J B - 1 ___ --6-8 3 -5.2 5 4335,73 411.00 403.50 H-1 ES-1 __�_936.46 4378.97 399,00 33.83 LF 15"' RCP 518.80% H-2 DI-3A 5902.93 4388.28 412.86 405.36 4 I4 21,51.8 0 N RAIL 0 _C(O 427 38' I" �3U� -0b In r \ -of III(DEDICA) 20'/6RAIN M 427.88 25, +427. 9 IGR; GM IV 419.12 IIIftIIII(O 422,3 IIiC i IiIIIN 4 1A. q'Q, 4 / IIiIN 0 E" LL IJ0,V E�D AME' DA Y/ Me R ItM "TOP �;] N 4, WILL,/BE /�aq M f,R KF F I& IISID A DRA I- TO-EUD-9p.., -PR nE ,& FOR OFFSITE SERVICE ISSUE FOR CONSTRUCTION IIIII LINE A4N 1114 �R GU'A D411 AT III�Ed!4�11\16 F IL URB (BAD11 B GU RDRAIL,,A B IN S�DE R AD� IFLARE-," SA 1�00�ATIO VAL U 1 U r� IIII4446 IIIIIIIIII442,4 II voi LIJ LU I LU z THIS SHEET TO BE USED FOR GRADING AND UTILITY PURPOSES ONLY Scale 1"--20' Contour lnterval=2' Prop., 1' Ex. 0 20 40 80 I/AC McKEE CARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 East H � h 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. r U STEVEN L. DRIVER NO. 01993'3 rSIONAL 14 0 �V/� Scale: I" = 20' Date: 12/14/01 Project No.: 0110 ffIf ERF Checked: SLD mmom 4 I4 21,51.8 0 N RAIL 0 _C(O 427 38' I" �3U� -0b In r \ -of III(DEDICA) 20'/6RAIN M 427.88 25, +427. 9 IGR; GM IV 419.12 IIIftIIII(O 422,3 IIiC i IiIIIN 4 1A. q'Q, 4 / IIiIN 0 E" LL IJ0,V E�D AME' DA Y/ Me R ItM "TOP �;] N 4, WILL,/BE /�aq M f,R KF F I& IISID A DRA I- TO-EUD-9p.., -PR nE ,& FOR OFFSITE SERVICE ISSUE FOR CONSTRUCTION IIIII LINE A4N 1114 �R GU'A D411 AT III�Ed!4�11\16 F IL URB (BAD11 B GU RDRAIL,,A B IN S�DE R AD� IFLARE-," SA 1�00�ATIO VAL U 1 U r� IIII4446 IIIIIIIIII442,4 II voi LIJ LU I LU z THIS SHEET TO BE USED FOR GRADING AND UTILITY PURPOSES ONLY Scale 1"--20' Contour lnterval=2' Prop., 1' Ex. 0 20 40 80 I/AC McKEE CARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 East H � h 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. r U STEVEN L. DRIVER NO. 01993'3 rSIONAL Revisions: 1. 01/11/02 ACSA Comments 2.01/21/02 ACSA Comments 3.01/30/02 County & VDOT Comments 4.03/06/02 VDOT Comments 5.4/11/02 County & VDOT Comments Scale: I" = 20' Date: 12/14/01 Project No.: 0110 Designed: ERF Checked: SLD mmom Revisions: 1. 01/11/02 ACSA Comments 2.01/21/02 ACSA Comments 3.01/30/02 County & VDOT Comments 4.03/06/02 VDOT Comments 5.4/11/02 County & VDOT Comments Sheet No.: Scale: I" = 20' Date: 12/14/01 Project No.: 0110 Designed: ERF Checked: SLD Sheet No.: N W W CUO) W W _J MATCHLINE - SEE SHEET 7 V V N1, i v I o P 01-Y P-) > 0i f 24 I.,VJ TEMPORARY 10 V Z, Q�I 0QW3TRqCTIOh EASEMENF FING Y "N t VIEN GM 4.01 IV g X 4 P YD .85 A P EtEOIOY� BASIN R 0 48' 9-7 ;,tA RAP SPILLAA. BW LA�;EMEN� POREBAP, 28y48 A 1J. _V11-i ? 175.7 eg-g 4 .. ...... .... L -C F i uv� 'A Al - fz,; - �;,,*., M kill 415,7 414. 41 IN 1_�< " ". "i, "I'', I % �\ k .... ...... -0 f 400"811 44 2,17 A 4 91 4 �4 0 HV UNIT r 0 TY ---FHA "Or 2.3 4 -GNNECTJ'O`N'T0- -C FUTURE _§TAGECOACH CROSSOVER,, 'R Ax _6 'A at IN 1/', 4a Ov 0 M 420 0 48 > Y y4 X �Ix 4 N Q�- 414.3 'E 2,6 \ , 2 h % 1- 0 E-AWIVIENTi YP. T; "T '44- N Q�l A(I 7 Q) C C) 2 7 OR6 -Y,� X X Mf� R �'T L)I;,4A e -S EN T, "'T.-Ye, ] A- AIW" N. 4. "TI -6 1 29 =IVIF"GRADINd Y V AASEMIENT��136TH Z OVER ell PK C R 9,S-S SIDES % 4.0"Aq0E§S AND' 6ffLITY now\ +A/G E EA"'S - : L a'A V.- EME14T IESMT� (DEDICAIED 71`0 P USE) . . . . ........ . . d, o Op -7- 4 k Y 0 7_ Y j3M�,, TY'P. _17 43 -tERS I 4 GAS Mr -3)/ 27— - ------ L 3 OVE Rf, 09STA L 'T Ad 4 "YL) -\ON INV 424,8Z YD Y J X 114 V 4i24A 4' 446.4 4 a,7-e�, 7 6 X; GM Z Z-1 it Wa 0': X > Z 425", G Nv,;O�, . .. . -A, YD 445.3 Z �%g "N. 44 .2 )N'V 4 2 �J :L: W Z 443,5 ;;;�,38 YD 42 -IN N 0 X 44213 .. ........ C, 7_ - Z. ........ J _A X - ----- 441.3 4 42.3 J" yJ . . . . . . - - ----- RE_ 06i (INC 0'91NG' WE, TZ A AID 5). 81' V z ct V 440 0 TV 7 ..... ..... . DF --- ----- ---- _ J RE-LOGAI" ... .. . .... 7,51" -T -'6U T f 435, f 40 /* "J 440.4 0.2 30--_ 4 10i'ON, -0, p N V -Dli�i MH, --- - --- ------ F ---- ---- -- 4 _4 n�, 440.4 MH BENiNMARK ----SEE DESCRIPTION SHEET 1 �Xx �;X z 4- .... ...... I J z J" r z Scale I"=20' Contour Interval=2' Prop., 1' Ex. A' FOR OFFSITE SERVICE C 0 20 40 80 0/9 1 C WKEE CARSON LANDSCAPE ARCHITECTS LAND PLANNERS 301 East H�h Street Charlottesville, VA 22902 $04-979-7522 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. AknoLLTH O�N 4W .0 U STEVEN L. DRIVER NO. 019933 -4 -ZU J& N A L 'ET Revisions: 1. 01/11/02 ACSA Comments 2.01/21/02 ACSA Comments 3,01/30/02 County & VDOT Comments & General Revisions 4.02/22/02 General Revisions 5.03/06/02 County Comments 6.04/11/02 County & VDOT Comments Scale: 1" = 20' Date: 12/14/01 Project No.: 0110 Designed: ERF Checked: SLD :2� 0 U r e,,,% Revisions: 1. 01/11/02 ACSA Comments 2.01/21/02 ACSA Comments 3,01/30/02 County & VDOT Comments & General Revisions 4.02/22/02 General Revisions 5.03/06/02 County Comments 6.04/11/02 County & VDOT Comments FSheet No.: Scale: 1" = 20' Date: 12/14/01 Project No.: 0110 Designed: ERF Checked: SLD FSheet No.: LJU LIJ LIJ Lli ~) / LIJ 42 �� ~ -. 42 NOTE` WATER SURFACE ELEVATION (WGE1 '_______-____-__ �''---- -'--------'---'-'------- ---''------��=---��c��-''----'-'---'''--''-- '---- -- BMW PlantinQ Notes t RECONFIRM ELEVATIONS OF WETLAND ZONES PRIOR TO PLANTING TO ENSURE PROPER ELEVATION. 2. ALL EMERGENT WETLAND PLANTS ARE TO BE PLANTED AT A TIME OF YEAR SPECIFIED BY THE SUPPLIER AND OWNER, ZONE I ZONE 2 3. ALL EMERGENT WETLAND PLANTS ARE TO BE PLANTED IMMEDIATELY AFTER SHIPPING AND KEPT MOIST DURING STORAGE. / 64 E B / '`~ | ' | | 4. ALL EMERGENT WETLAND PLANTS IN ZONES 1 AND 2 ARE TO BE PLANTED IN GROUPS BMP Plant List Notes Botamical Name Common Name Quantity Caliper Size Root Comments PC Pontederia cordata 1pickerelweed 200 '� B 1 Qt.. Allplantsfro one source; dense, good color; free from na& diseases; Plant up to l'ofwaler PV - Peltandra virg nica Arrow arturt 200 1-1.5" T. plug A111,13als fi0ea out sowcv, dewasgood color; free ftn rot& dis=es; Plant up to V ofwater SC Saurmus cernuus Lizard's Tail 200 34 2" plug All plants fromone source; dense, good color; fte from rot & disease�; Plant up to V ofwater IV Tagg�tafia IMFlia Blue Flag Iris 1-50 34 bare All plants fromom sow"; derse, good color, ftee from rot & disca�"; Plant up to l'ofwater TA . Typha angustifolia Spadderdock 300 bare All plants ftom one source; dense, good color; ftel: from rot & diseases 43%J | ' | OF LIKE SPECIES. GROUPS SMALL BE APPROXIMATELY 200-500 SQUARE FEET IN AREA.| �--��--- lhInl%/lr'%H A 1 1711 A T 11 PROPOSED PLANTINGS: ZONE 2 o nnc /u pc FLAN /cu n' A ucmo'/, vr m w.u. Z-Umc m/u ) x ARE TO BE PLANTED IN THE AREA SPECIFIED ON THE PLANS, INDIVIDUAL PLANTS ARE 432.2 __----- TO BE PLANTED IN GROUPS OF LIKE SPECIES OR CLUSTERS AT A DENSITY OF 4' O.C. WSE 396.50 39 / UNLESS OTHERWISE SHOWN., 5. PRIOR TO PLANTING, WETLAND ZONES ARE TO HAVE 3^ OF TOPSOIL APPLIED. TOPSOIL ----'--'---''-----'--'-'-----'----- r SHALL BE DISKED INTO THE UNDERLYING G0L, MULCH SHALL BE FREE OF WEED " ~ - ' �__---------- � c�8�E�ED8 � r vm/ onnro no umv n��o o,'or^mp� m noumer/mo ^c 'r8�— � /8K� | | AC lAcomus calamus Sweet flag - 300 '� B bare All plants ftom one sourc�, dense, gocod color, free fiont lot & diseases CL Carex longii. Caric, sedge 600 1-1.5" — 2' plug All plants fromonesource; dense, good color, fret fromrot& diseases; Plantup to v ofwater IP Iris pseudaccrus Yellow Flag Iris 500 34 2" plug All plants ftomortesourcc; dense, good color; free froramt& discases; Plantup to 31 ofwatcr IV iris versicolor L. Blue Flag Iris 500 34 2" plug Allplants ffornow source; demo, goctd color; fte fromwt& diseases; Plautup to Yofwater NL Nuphar lutearn Spadderdock 300 bare All plants fyoutone source, dense, good oolor; free fiomot& diseases; pi-Antup to 11 ofwater — Quercus bicolor ��m White Oak I B&B Scandard; straight trunks; well branched; utatched rs—L Saggitaria latilblia iArrowhead 2-00 B&B All PIants ftomoras source; dense, good color, free from rot & diseases; Plant up go Pofwater [SV Scirpus vaiidus ISoft-stem bulrush 300 2-3' 7rz�— JAIJ plants fromone so=e; deme, good color, free fromrot & diseases; Plantup to vofwarer o oo��"~ �=`oo"'� ^ �./"p v, c//ncn c,v�c J onAnvn PROPOSED PLANTINGS: ZONE 3 BARK. ~~_°°"_~_~_~-- ~-- - - 8. ALL AREAS OUTSIDE OF THE WETLAND ZONES SHALL BE STABILIZED WITH 430 ~~ -- -- PERMANENT VEGETATION ACCORDING TO SPEO|F|ECAT|0N8 IN THE VIRGINIA ERU/S0N AND SEDIMENT CONTROL HANDBD0K, 3RD EDITION. __ - 7. NO PLANT MATERIAL SHALL BE PLACED WITHIN DIRECT FLOWS ENTERING THE SVVW/8MP SECTION N.T.S. V.FLxm/ LOCATIONS |UBE EVALUATED AND REVISED, IF NECESSARY, AFTER FINISHED GRADING PRIOR TO INSTALLATION, CONTRACTOR TO CONTACT LANDSCAPE ARCHITECT �� -~-4��--~~-~~~� _------------___- FOR INSPECTION. � � Q. CONTRACTOR SHALL REVIEW AND FOLLOW SUGGESTED GUIDELINES OUTLINED IN � CHAPTER 3 IN THE VIRGINIA GT(}RiNVVATER MANAGEMENT HANDBOOK, 1ST EDITION, VOL.1 { AA Amelanchier arborea Do '� B AR A.Cer rumm Red maple 2 1-1.5" B&B Standard; straight trunks; well branched Co Cephalanthus occidentalis Buttonbush 22 34 3 G Dense branding; well rooted; self-supporting stem; 4'0.C, CS Comas sericea Red Osier Dogwood 10 34 5 G Dense br3uching; well rooted; self-supporting stem; 4� O.C. PO Platanus occidentalis Sycamore 2 V.FLxm/ LOCATIONS |UBE EVALUATED AND REVISED, IF NECESSARY, AFTER FINISHED GRADING PRIOR TO INSTALLATION, CONTRACTOR TO CONTACT LANDSCAPE ARCHITECT �� -~-4��--~~-~~~� _------------___- FOR INSPECTION. � � Q. CONTRACTOR SHALL REVIEW AND FOLLOW SUGGESTED GUIDELINES OUTLINED IN � CHAPTER 3 IN THE VIRGINIA GT(}RiNVVATER MANAGEMENT HANDBOOK, 1ST EDITION, VOL.1 { AA Amelanchier arborea Do AR A.Cer rumm Red maple 2 1-1.5" B&B Standard; straight trunks; well branched Co Cephalanthus occidentalis Buttonbush 22 34 3 G Dense branding; well rooted; self-supporting stem; 4'0.C, CS Comas sericea Red Osier Dogwood 10 34 5 G Dense br3uching; well rooted; self-supporting stem; 4� O.C. PO Platanus occidentalis Sycamore 2 B&B Standard; straight trunks; well branched, mtcheIi 913 Quercus bicolor ��m White Oak I B&B Scandard; straight trunks; well branched; utatched SB Salix babZlonica Weepina Willow ' _14 B&B Standard; straight trunks; well branched; (no stra�ght whip aunks) II — ....IArrow-wood Viburnum 2-3' 7rz�— Dense branching; well roo tod; self-sup portiag ste=; 41 0. C. PROPOSED PLANTINGS: ZONE 4 BN Betula nigra River Birch 10 clump Multi-stem (3-5 aaaks); dense brauchimg; well-rooted, nativo CF Comus florida Flowering Dogw od 2 B&B Standud; straight trunk; branching begins at 2' HV Hamamelis virginiana Witch Hazel 11 34 5 G Dense branding; well rooted; self-suprponing stents; 4'0.0 LS Liquidambar styraciflua Sweergum 2 1.5-2" B&13_ Standard; straight ftunks; welt branched; same source QP quercus palustris Pin Oak 1 1.5-2" B&B Standard; straight ftw*s; welt branched, matched QP1 Quercus phellos w;11. A�� 2 1-1.5" B&B Standard; straight munks; well brancheA; atatched 10, SEE ADDITIONAL LANDSCAPE NOTES ON SHEET: \ _ t 405 Zone 1: V to 6" below water surface elevation (WSE). Zone 2: 6" below to WSF. Zone 3: Shoreline- plants can be located fight atoriustabove WSE. Zone 4: Upland- plants prefer moist conditions, but not located in standing wet conditions. Plant in like species unless otherwise noted. 40 --- ----- -- Species may bessubstituted at time ofconstruction infapproved by Landscape Architect and County Water Resouces Manager.. equ . .. ... WORK AREA SO THAT GRADING IS DONE 1. PUMP OR DIVERT STREAM FLOW AROUND THE 39 0 2. ROUGH GRADE TO ELEVATIONS SHOWN ON PLANS AND CROSS-SECTIONI. THE TOP 6-INCHES OF MATERIAL EXCAVATED FROM THE AREA ADJACENTJO THE EXISTING STREAM CHANNEL SHALL BE STOCKPILED TO BE RESPREAD IN THE WETLAND AREAS. -INCHES ONTO ZONES I AND 2 3. RESPREAD THE STOCKPILED MATERIAL AT A DEPTH OF 4 AS SHOWN ON PLANS. IF THERE IS NOT ENOUGH MATERIAL TO COVER ZONES AT THE SPECIFIED DEPTH, THEN ADDITIONAL TOPSOIL SHALL BE ADDED TO COVER THE WETLAND 4. PLANT WETLAND ZONES 1- 4 AS DEPICTED ON THE PLANS AND CROSS-SECTION, smcproject#: 0110 1-21 5. STABILIZE ALL REMAINING AREAS DISTURBED BY CONSTRUCTION. 11� BOCLA DS 'W1 IV AND C EX. RIP RAP RETENf(PN BASIN/ EA EMENT 10' DAM ACCESS WAY X _M 386 26 AR VP FOLITY EASLME NT -K,.AMERI AN 3858 21 "EN CO ZON MODIFY EXISTING PLUG 12" E&SC ORIFICE. 3-CS ADD 2 15" ORIFICES WITH INVERTS Fd 396,60. RAISE TOP OF RISER TEMPORARY TO ELEV. 404.60. "EASEWN-T GUIDE AND SUPPORTS AS REQUIRED. RE-USE ANTI-VORTEX USACE MITIGATION DEVICE AND TRASH RACK, e i AREA LIMITS PROVIDE 2'x2' MIN. ACCESS HATCH IN TOP OF RACK. EWS TING RISER Pd USACE MITIGATION AREA EQUALS 0.43 ACRES PROVIDE Lq (0.39 ACRES REQUIRED) if IV LX BA SIN ONES 3 COLONNADE ASSOC. -CS Nil 7777 V V Scale 1"=20' Contour Interval=2' Prop., 1' Ex. MA7-CLJ\ \KJE SEE SHEET ISSUE FOR CONSTRUCTION THISTL�� [�� T�� GRADING, V�� ; �L_L- � | «�� _ ��L_Lv �-�� UTILITY AND MITIGATION PURPOSES ONLY 0 20 40 80 � �� 1.ri ��X� CARSON v�u~�x`�_�~ CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 East High Street Charlottesville, VA 28908 804-978-7522 www.muhoeoamonxmm 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. �41VLLTH OP STEVEN L. D RIVER NO� 01:9933 NAL NAL 1. 01/11/02 ACSA Comments 2.01/21/02 ACSA Comments 3.01/30/02 County Comments & General Revisions 4.03/06/02 County Comments 5.03/08/02 County Comments 6.04/11/02 County & VDOT Comments Date: 12/14/01 Project No.: 0110 Designed: ERF Checked: SLID Sheet No.: 10, SEE ADDITIONAL LANDSCAPE NOTES ON SHEET: \ _ t 405 Zone 1: V to 6" below water surface elevation (WSE). Zone 2: 6" below to WSF. Zone 3: Shoreline- plants can be located fight atoriustabove WSE. Zone 4: Upland- plants prefer moist conditions, but not located in standing wet conditions. Plant in like species unless otherwise noted. 40 --- ----- -- Species may bessubstituted at time ofconstruction infapproved by Landscape Architect and County Water Resouces Manager.. equ . .. ... WORK AREA SO THAT GRADING IS DONE 1. PUMP OR DIVERT STREAM FLOW AROUND THE 39 0 2. ROUGH GRADE TO ELEVATIONS SHOWN ON PLANS AND CROSS-SECTIONI. THE TOP 6-INCHES OF MATERIAL EXCAVATED FROM THE AREA ADJACENTJO THE EXISTING STREAM CHANNEL SHALL BE STOCKPILED TO BE RESPREAD IN THE WETLAND AREAS. -INCHES ONTO ZONES I AND 2 3. RESPREAD THE STOCKPILED MATERIAL AT A DEPTH OF 4 AS SHOWN ON PLANS. IF THERE IS NOT ENOUGH MATERIAL TO COVER ZONES AT THE SPECIFIED DEPTH, THEN ADDITIONAL TOPSOIL SHALL BE ADDED TO COVER THE WETLAND 4. PLANT WETLAND ZONES 1- 4 AS DEPICTED ON THE PLANS AND CROSS-SECTION, smcproject#: 0110 1-21 5. STABILIZE ALL REMAINING AREAS DISTURBED BY CONSTRUCTION. 11� BOCLA DS 'W1 IV AND C EX. RIP RAP RETENf(PN BASIN/ EA EMENT 10' DAM ACCESS WAY X _M 386 26 AR VP FOLITY EASLME NT -K,.AMERI AN 3858 21 "EN CO ZON MODIFY EXISTING PLUG 12" E&SC ORIFICE. 3-CS ADD 2 15" ORIFICES WITH INVERTS Fd 396,60. RAISE TOP OF RISER TEMPORARY TO ELEV. 404.60. "EASEWN-T GUIDE AND SUPPORTS AS REQUIRED. RE-USE ANTI-VORTEX USACE MITIGATION DEVICE AND TRASH RACK, e i AREA LIMITS PROVIDE 2'x2' MIN. ACCESS HATCH IN TOP OF RACK. EWS TING RISER Pd USACE MITIGATION AREA EQUALS 0.43 ACRES PROVIDE Lq (0.39 ACRES REQUIRED) if IV LX BA SIN ONES 3 COLONNADE ASSOC. -CS Nil 7777 V V Scale 1"=20' Contour Interval=2' Prop., 1' Ex. MA7-CLJ\ \KJE SEE SHEET ISSUE FOR CONSTRUCTION THISTL�� [�� T�� GRADING, V�� ; �L_L- � | «�� _ ��L_Lv �-�� UTILITY AND MITIGATION PURPOSES ONLY 0 20 40 80 � �� 1.ri ��X� CARSON v�u~�x`�_�~ CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 East High Street Charlottesville, VA 28908 804-978-7522 www.muhoeoamonxmm 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. �41VLLTH OP STEVEN L. D RIVER NO� 01:9933 NAL NAL 1. 01/11/02 ACSA Comments 2.01/21/02 ACSA Comments 3.01/30/02 County Comments & General Revisions 4.03/06/02 County Comments 5.03/08/02 County Comments 6.04/11/02 County & VDOT Comments Date: 12/14/01 Project No.: 0110 Designed: ERF Checked: SLID Sheet No.: Sheet No.: , � o o 0) rn CP �D k % •% A 07039'58" - R= 800,00' L= 107.04' 3s I % % NH A ............. vi , J % k k, to Scale V=20' WKEE 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. STUVEN L, rjR',V,---R Revisions: 1.01/30/02 VDOT Comments 2.03/06/02 VDOT Comments i I Scale: 1" = 20' Date: 12/14/01 Project No.: 0110 Designed: SWE Checked: SLD 0 C13 ' cn a w � � r--4 oz cn Revisions: 1.01/30/02 VDOT Comments 2.03/06/02 VDOT Comments i I Sheet No.: Scale: 1" = 20' Date: 12/14/01 Project No.: 0110 Designed: SWE Checked: SLD Sheet No.: E �X W W � r V J W �W L J W z_ U G 6V o 5 G� �P 5 o } r 25' BUILDING SETBACK LINE 171.00' 2' PARKING OVERHANG; TYP. 5' 4. 5' R TYP, O 4,5' R Scale: 1" = 20' O 12/14/01 H C� 0110 C SWE Checked: SLD Q: 19 al Ia Q IJ = N1000 W w � 01 O Z z , v tel N f Y t t I f f 25' BUILDING SETBACK LINE 171.00' 2' PARKING OVERHANG; TYP. 5' 4. 5' R TYP, O Scale: 1" = 20' O 12/14/01 H C� 0110 C SWE Checked: SLD N 19 al ❑❑❑ ❑❑❑ 1 1 BUILDING 3 4.5' R SEE ARCHITECTURAL DRAWINGS TYP. FOR SPECIFIC DIMENSIONS, TYP, I 31,00' 101,10' 30.00' 90,00' TYP. 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LAYOUT PURPOSES ONLY 0 20 40 80 /91r, 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. .4V :v STEVEN L. DRIVER �. NQ. 019933 -off 0. �► Qe► k, . . cc�s"ONAL S C'`� Revisions: 1.01/30/02 General Revisions 2.02/01/02 ACSA Comments Scale: 1" = 20' Date: 12/14/01 H C� 0110 Designed: SWE Checked: SLD i al N1000 w � � O Z tel W H U� Revisions: 1.01/30/02 General Revisions 2.02/01/02 ACSA Comments Sheet No.: Scale: 1" = 20' Date: 12/14/01 Project No.: 0110 Designed: SWE Checked: SLD Sheet No.: MATCHLINE - SEE SHEET 9 ISSUE FOR CONSTRUCTION Scale 1 " =20' 0 20 40 T 1- LL! U) UJ LLJ W 1 LU J U aC /%I r' WKEE CARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 341 East High Street Charlottesville, VA 22902 804 -979 -7522 www.mokeecaroon.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. mud �r �pXTN OF 1�`'fr Iv STEVEN L. DRIVER w NO, 019933 Revisions: 1.01/30/02 General Revisions 2.03/06/02 VDOT Comments 3.04/11/02 County & VDOT Comments Scale: 1" = 20' Date: 12/14/01 Project No.: 0110 Designed: H C1� Checked: SLD i� � � a w C) � > u O Z cri � a W H U*N Revisions: 1.01/30/02 General Revisions 2.03/06/02 VDOT Comments 3.04/11/02 County & VDOT Comments Sheet No.: Scale: 1" = 20' Date: 12/14/01 Project No.: 0110 Designed: SWE Checked: SLD Sheet No.: /%I r' WKEE 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 ' I Concepts, Ltd. I 1 N T STEVEN L. DWER � w NO. 019933 AL Revisions: 1.01/30/02 General Revisions 2.03/06/02 General Revisions Scale: 1" = 20' Date: 12/14/01 Project No.: C!� Designed: SWE Checked: SLD w � V H O V W E� WJ Revisions: 1.01/30/02 General Revisions 2.03/06/02 General Revisions Scale: 1" = 20' Date: 12/14/01 Project No.: 0110 Designed: SWE Checked: SLD Ad LIJ W U) n z U Q FOR TOTAL PARKING SPACES SEE SHEET FOR TOTAL PARKING SPACES SEE SHEET MATCHLINE - SEE SHEET 11 r f. F. _ _�," w G r t t ISSUE FOR CONSTRUCTION] THIS SHEET TO BE i • ri LAYOUT PURPOSES ONLY Scale 1 ":20' /%1 r'' WKEE 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. c �- ts STEVEN L. DRIVER NO, 019933 �#VAIL ��v ST4G Revisions: 1.01/30/02 General Revisions 2.03/06/02 General Revisions Scale: 1" = 20' Date: 12/14/01 Project No.: Cf� Designed: SWE Checked: SLD W � � o � v � C.7 W H cn Revisions: 1.01/30/02 General Revisions 2.03/06/02 General Revisions I Sheet No.: Scale: 1" = 20' Date: 12/14/01 Project No.: 0110 Designed: SWE Checked: SLD I Sheet No.: ! T— 1 (�) V 1(0 i ------�l—T-----�r-------t-------�—r--- --r--- 1----�--'---�------t------,I------- ---,r------1'-----J-------i ----,-7--- 1 i : 10) 100 i I I ; . � 1-7 i i i I I ()� 117 — CD . ! i i —r----i i I I 11 - .-----7 ---- 10 1�zr ------- — --------r�,-O--�---;Z,----,-�;------,r5-----[,MD--�—,------Tc,r-----------7--------v-�-- !(,) ---T�,-----" -- -----.—.Ir, 14 i I i i ! ; I (<� C� I" lv� : I I ! i i I f i - --,------ 1 C� f 0-> t - 1,6 1i i ; i T ! I , ,�- i- . , � ! ,, ! i ! I I ! i i I t � 1(0 io I I i i � I i ! i i i-I Cl) 0 Cl) 1�-) (y) Joi C\J C\J N I I 4 i J I i ! 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I --- . 10+00 11+00 12+00 13+00 14+00 15+00 16+0G 17+00. 1 � : - . t WATERLINE T" PROFILE I i ISSUE FOR, CONSTRUCTION I - . I I . . I I 11 . ------ - . . I -,/q I r, " I McKEE CARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 East H ig h Street Charlottesville, VA 22902 804-979-7522 www.mckeecarson.com I I I -J -- McKee Carson and Field Sport Concepts, Ltd. reserves its common law copyright and other I property rights in these drawings. All ideas, designs, sections, details, and plans are the I 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. I I I a- - nommmA - - 4f &L Ii. elr�-=Tni`l ,6c- NI,. �� I ,2e"(O-q�- P';�,� IV I --V' -;�4 � % .,. ,01 " r -" 1, 4p, ,- 4z�, �* luo STEVEN L, DRIVER �, 4 1. ��t -0. NO. 019933 .41 4, . .0 a,- 4 t- P, ki ,4 OA X/ zs� 0) -'N4F A L "'�' 1. . I -1 �Irslc , 0 4 , ,', rJ1 :, . I I Q) Scale: �7� Date: �--iiiiiiiiiiiiiiiiI r ^ %J J 0110 Designed: �:) Checked: SLD 0 ;7�—� U) 4� �� !.-� W-4 0 >.i .(t P4 F-i I ,.t� P-4 P4 1-iiiiiiiiiiiiiiiiiiiiiiiii1 (J) > -1 , �� li .P4 .j�, S I � g P4 0 U 44 F--4 . -t� � �4 W 1-4 ;--I "I �� : � W 0 �:) :z -!--4 -iiii U �:) �4 � C �-iiiiiiiiiiiiiiiiiiiiiiiiii �-iiiiiiiiiiiiiii� P4 P4 r- - 11 �iiiiW F-i - (n Revisions. 1. 01/21/02 ACSA Comments 2.02/01/02 ACSA Comments —]I , 1 13.03/06/02 General Revisions Scale: . - H: I" = 20"f- V: I" = 5' Date: Project No.: 0110 Designed: AGF Checked: SLD . ;7�—� . 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OVER (ACSA APPROVED) 8 „ PVC STOB WITH PLUG' 425 0• 42 5 I 14 41. 241. 29 L t8 1, DIP @ 0,.55% 4 2 0 420 ` / / 4• 15 415 77 CWRACTOR TO VERIFY 100 COMPACTION , OF FILL UNDER MANHOLES AND 95V COMPACTIONI OF FILL UND ER PIPE. /�410 TYP 74 r S�Ern w ! rn 405 u 405 7__ Q O Z Q Z >1 400 14 0 0 17 +00 18 +00 19 +00 20 +00 21 +00 22 +00 23 +00 24 +00 SANITARY SEWER IS” PROFILE S -2 T -1 EX -1 EX -2 _ rn LO 0 v o co <D ao O Q � F- i 4 45 4 430 430 4__ RASE EX. SAN; I MH FRAME AND LOWER EX, SAN. MH FRAME; AND COVER: EL, 418.08. ROTATE CbNE COVER. EL. 417:00: ROTATE ;CONE TV LOCATE FRAME AND COVlfR OUT TO LOCATE FRAME AND COVER AWA FROM C URB OF GUTTER, MANHOLE S HAL L 8E RE TE T E�� MANHOLE SH AL L B E RETESTED. 44 0 4 5 3 s a 42 EXISTING GRADE I ! PROPOSED GRADE; E I TIN ! G G RADE PRO PO ED G ADE 4 4 3 5 4 5 42 0 430 i i 4 3 0 41 5 1 I 41 5 ----- - - - --- -- - - - - -- — —i— .-- .— EXISTING 18” MIN. LF -; { SEPARATION 425 425 410 4 1 0 ; MIN; t SEPARATION EXPOSE TO OF EX. SANITARY SEWER LINE IN PROXIMITY OF Cr PROPOSED ATERLINE CROSSING 244.42 LF 8” PVC ra 0.55% PRIOR TO T PPING EX. WATERLINE. � 4 2 0 4 2 0 4 0 5 TAP WATER INE SO AS TO POSITION 4 0 . 5 WE— SAN. SEWER JOINTS. UJ POUR CONC ETE PIERS B LOW EACH j � JOINT PRIOR TO REMOVING SOIL TO I f � A ERLINE UNbEF ¢1 m EWER. W wI J' z! 415 Z 415 4 0 0 h � Q 4 0 0 , Z Q M ¢' Cl) F d X Z Z¢ z Q O 410 410 395 395 2 ;7Z C L 2 D p ? .�i RQTo ` / 10 +00 11 +00 12 +00 13 +00 10 +00 11 +00`. 12 +00 SANITARY SEWER "Trr PROFILE EXISTING SANITARY SEWER PROFILE ' ISSUE FOR CONSTRUCTION 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. 2u STEVEN L. DRIVER N0.019933 .o ass - �0,1AL f Revisions: " 1.01/21/02 ACSA Comments 2.02/01/02 ACSA Comments Scale: H: 1 = 20'; V: 1' = 5' Date: 12/14/01 Project No.: 0110 Designed: C1� Checked: SLD (D ct O w V � h— W E-� cn Revisions: " 1.01/21/02 ACSA Comments 2.02/01/02 ACSA Comments Scale: H: 1 = 20'; V: 1' = 5' Date: 12/14/01 Project No.: 0110 Designed: ERF Checked: SLD 430 425 420 415 410 405 400 395 10 +00 11 +00 STORM SEWER "A" PROFILE 430 425. 420 415 410 405 400 395 11 +00 18 +00 STORM SEWER "A" PROFILE 12 +00 13 +00 14 +00 15 +00 16 +00 430 425 420 415 410 405 400 395 17 +00 425 420 415 410 405 400 395 390 10 +00 11 +00 STORM SEWER "B" PROFILE 19 +00 20 +00 21 +00 22 +00 23 +00 430 425 420 415 410 405 400 395 24 +00 12 +00 13 +00 14 +00 15 +00 16 +0& 17 j ISSUE FOR CONSTRUCTION 425 420 415 410 405 400 395 390 +00 /%I r• MCKEE CARSON 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 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. Tv STEVEN L. DRIVER NO. 019933 ASS /O,NAL ESC'` H C1� � � w (J) w � C" Q O � H W H cn Revisions: 1.01/21/02 ACSA Comments 2.01/30/02 County Comments 3.03/06/02 County Comments Scale: 1" = 20' Date: 12/14/01 Project No.: 0110 Designed: ERF Checked: SLD 430 425 420 415 410 405 400 395 10 +00 11 +00 STORM SEWER "G" PROFILE I { i i ! 410 i i 40 1 4.0 w i r 10+00 STORM SEWER "F" PROFILE 430 - 425 420 415 410 405 400 395 12 +00 11 +00 430 425 420 415 410 405 400 395 12 +00 430 425 420 415 410 405 400 395 10 +00 STORM SEWER "D" PROFILE 420 415 410 405 400 395 390 385 10 +00 11 +00 t STORM SEWER G tr PROFILE 11 +00 440 435 .4 .30 425 420 415 410 405 12 +00 420 415 410 405 400 395 390 385 12 +00 t 4301 < ~ � � ��.. < -430 1 j r ! 1 I i F 425 ' 25 G i t i I f ) t ¢ 420 i I E X420 ---- PF30POSFED GRADE I EXISTING GRADE 415 415 F i 410 X410 I , i 405 ; _ _ _ X405 .��,.- ,...._37.90 LF"36 "CLASS I +II,�..�,,a,�..�. RCP fry 0.175% ! 400 N N i 1 400 d N 0i pzz s 395 zz ` m X395 10 +00 11 +00 STORM SEWER "E" PROFILE 425 4 2 5 420 i j { 420 I tt i j� s 415 F 415 } i 410 _- i I � I F �' �rJ ' c 3 410 t r 1 t � 4 4051 i __J � ti i -� E _ X405 5 .�.....,- PR^OPOSED^.. GRADE ��... Vr 400 ` - -�f -I EXISTING 'GRADE pp F 400 ~33.83 LF 15" RCPT i t 3 395 . v n..m__..r,...._. �. U "t rd 18.84% �__ 395 k O 390 z 0 rr i (Q P 390 ' E_ 10 +00 .�. m.� a... .b, ...�r= _ .. ,..n... .��.. =.=u 111 +00 STORM SEWER "H" PROFILE ISSUE FOR CONSTRUCTION MCKEE CARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 East High Street Charlottesville, VA 22902 804 - 979 -7522 www.nickeecarson.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. 1*'e n DFk a U STEVEN L. DRIVER Z NO.. 019933 2' �sS701VAL E140 Revisions: 1.01/30/02 General Revisions 2.03/06/02 County Comments Scale: H:1" = 20'; V:1" = 5' Date: 12/14/01 Project No.: 0110 Designed: ERF Checked: SLID MMMUMMMMA II . . . . .............. P ',j IIf I T I - - - - - - - - - 1-64 W.B.L. .......... ---------- ----------- II............... z ISIGN SIGN S.BJ I IVA R. w,vily PROPOSt&, SIGHT LINE (SIGN) ----------------- ------ 1-64 E.B.L. ............. 4 3 y r.r X _VER I— -- — — — -- — — — — — — — — — — — — — — — — — — --- — — — — 4 t5 EXISTIN$ WOODS 7- R E T AINING 05 -P'R t1 r -410 7- Y IU (SEE GRADING J 4- PL -ANDUTILITY PLANS — — — — — — — — — -- 2 - 0 Jj k r7- VR I5 4 S - C EXISTING W OPP 3 5 --- - - 3 ,XW2 7 F II3�- C coo 000 A I LJ t— G. is PLDG. BLDG, 1 PR? 7 3- /I 4 00 r 1- OC XISTING VOODS IBMR TERkNe,& ACC FZ� S 1J_ V I I3- PR SE 2- PR �O P Y T�, 7 00 _7� "Z��:z W 0 ?,9/D S1_ 000 MANAGEMENT FACILITY) (STORMWATER L OCA 7 WATER QUALITY TREATMENT �,f- �A SOD WATER RETENTION (PERM. PO RA 'A Bt D G BLOG. PLDG. B VID I--------__- -- .............. CZ IL ON T I vio, 3 P f BOUNDARY AS (TYP-) C2 IItIIIt lPROPOSED _�kT R E E LA NE IIIIfICD rIY I Plat-it List Notes Botantical Name Common Name Quantity Caliper size Root Comments XB Acer buergerianum TxidentMaple 1" = 50' Date: 12/14/01 Project No.: straight trunks; w6lbTanched XP / Norway Maple'Clevelarur 5 2.5-Y --i.5 -3- 12-14' '8�B atstraight hunks; well branched ARI IVA R. w,vily PROPOSt&, SIGHT LINE (SIGN) ----------------- ------ 1-64 E.B.L. ............. 4 3 y r.r X _VER I— -- — — — -- — — — — — — — — — — — — — — — — — — --- — — — — 4 t5 EXISTIN$ WOODS 7- R E T AINING 05 -P'R t1 r -410 7- Y IU (SEE GRADING J 4- PL -ANDUTILITY PLANS — — — — — — — — — -- 2 - 0 Jj k r7- VR I5 4 S - C EXISTING W OPP 3 5 --- - - 3 ,XW2 7 F II3�- C coo 000 A I LJ t— G. is PLDG. BLDG, 1 PR? 7 3- /I 4 00 r 1- OC XISTING VOODS IBMR TERkNe,& ACC FZ� S 1J_ V I I3- PR SE 2- PR �O P Y T�, 7 00 _7� "Z��:z W 0 ?,9/D S1_ 000 MANAGEMENT FACILITY) (STORMWATER L OCA 7 WATER QUALITY TREATMENT �,f- �A SOD WATER RETENTION (PERM. PO RA 'A Bt D G BLOG. PLDG. B VID I--------__- -- .............. CZ IL ON T I vio, 3 P f BOUNDARY AS (TYP-) C2 IItIIIt lPROPOSED _�kT R E E LA NE IIIIfICD rIY I Plat-it List Notes Botantical Name Common Name Quantity Caliper size Root Comments XB Acer buergerianum TxidentMaple 1" = 50' Date: 12/14/01 Project No.: straight trunks; w6lbTanched XP Acer platanoides'Cleveland' Norway Maple'Clevelarur 5 2.5-Y --i.5 -3- 12-14' '8�B atstraight hunks; well branched ARI Acer rubturn'Red SunseV Red Maple'Red Sunsef I 10-12' B&B lStandard� straight trunks; wel[lbrauched AR2 Acer rubrum 'Red SunseV Red Maple'Red Sunsef 2 3.54' 14-16' B&B Stadard;,straight Miks; well branched AR3 Acer rubrum'October Glory' Red Maple "October Glory' 4 2.5-3" 14-16' B&B Standard; straight truks; well branched AR4 Acer tubrum'October Glory' Red Maple "October G!M' I 3,54" 14-16' B&B Standard; straight trunks; well branched AR Cer rubrumArmstrong' Red Map 'Armstrong' 4 2,5-3" 10-12, B&B Standard; straight truas; well branched AS Acer sa charum'Legacy' SugarMap.- 7 135-2" 10-12' B&B Stada� ; straight banks; well branched CCI Cercis canadensis 1 1-1.5" 74 B&B Standard; snigbt trunk; branching begins at 2' CC2 Cercis canadensis Eastern Redbud 6 1.5-2" 8-10, B&B Standard; straight trunk; brausching begins at 2% balanced head �CFP canadensis'Forest Pansy' RedbudForest Pansy' 0 1.5-2" 74 B&B Stndar; straight trunk; branching begins at 2' lCereis CF Comus florida Flowering Dogwood 0 1,5-2" 8-10, B& i; straight mark, branching begins atT CFCC JCornus floTida'Cherokee Chief Dogwood'Cherokee Chief 3 1-1.51, 7-8' B&B Standard; straight trunk; branching begins at 2' CFCP lComusflorida'CherokeePrinces� Dogwoo'Cherokee Princess" 9- 8-10' B&B Standard; straight trunk; branching begins at 2% balanced head CJ [Cercidiphyllum japonicurn. Katsuratree 7 1-1.51, 12- 1,V B&B standard; straight hunks; well branched Leyalnd Cypress 3 6-T B&B Sesuda]; straight trunks; well branched CL2 — X Cupressocypatis leylandii Ls� 0 8-1 W B&B Standard, straight trunks; well branched FAI Fraxinus americana'Autumn Purple! White AshAutumn Purpl& 13 2.5-3" 12-IN B&B Standard; straight uunks; well branched; matched FA2 Fraxinus ameiicanaAutumm Pu!Ele' e Ash 'Autumn Pu!ple 0 3-15" 14-16' B&B Standard, straight trunks; well branched FP1 GreenAsh'Summit' 2 2.5-3" 12-14� B&B Smadaid; straight aunks; well branched FP2 Fraxinus permsylvanica'SummiV Green Ash'Surrunif 1 3.54" 12-14' B&B Standard; straight trunks; well branched �ft Gleditsia triacanthos var. inermis'Shademaster' Thornless Honeylocust'ilrademaster' I 1 2.5-Y B&B Standard; straight ts—ks; well branched; sanne source �F llex It attentuda Foster Holly 0 5-6' B&B Full to ground; dense color; straight; pyranddal forru 10 flex opaca American Holly 5 5-6' B&B IFull to ground; dense colo,; straight; native forut JC Juniperus chinensis v. sargenfii'GlaucX Blue Sargents Juniper 13 1.5-T 3G I Dense branching;well rooted in PO4 sclf�sutrPoTting stem JV J,Tuniperus virginiana Eastern Red Cedar 15 8-10' B&B Single hunk to 31; dense foliage; straight; native fornt KP Koelreuteda paniculata'September' Goldenrain Tree'Septembee 0 B&B Standard; straight ftunks; well branched; same source LNI Lagerstroemia indica'NatcheZ Crape Myrfle'NatcheZ 6 9-10, B&B Muld-sters (3-5 books); demse; uniforn branching, (no straight whip trunks) LN2 Lagerstroernia indicat'Lipan' CrapeMyrde'Lipan' 3 B&B Multi-stern (3-5 trunks); dcruse; uniform branching; (no straight whip trunIcs) LSI Liquidambar styraciflua Sweetgum 0 1.75-2" 10-12' B&B _ Standard; straight marks; w(ell branched; same source LS2 Liquidambar stiraciflua. sweetAunt 1 3.54' -12-1,V B&B Standard; straight trunks; w4ell bra hed;samosource LT Liriodendron tulipifera Tulip Poplar 0 2.5-3" 12-14' B&B I Standard; straight banks; wrell branched; same source 0 Magnolia grandiflora.'Litfle Gem' Little Gem Magnolia &3_�A� - 8-10, B&B IFull to ground; dense foli - aw . e; straight, pyramidal turns Ms Magnolia xsoulargiart Jane' Saucer Magnolia'Lady Jane' 6 7-8- B&B Muld-'ttm (3-5 uunks); dernsc; unituron branching, (no straight whip trunks) Mv Magnolia virginiana Sweetbay Magnolia 0 8-10, B&B Multi-sttrn(3-5 trunks); f1trust; uniformbranching; (no suaight whip trunks) Ov Ostrya virginiana American Hophornbearn J 0 1 1.5-2" B&B Standard; straight trunks; well branched; notched PL Prunus lautocerasus'Otto Luyken' Otto Luyken Laurel 23 1 154 B&B Dense branching, well rooted; self-suppordng stem POI Platarms ocidentalis Sycamore 0 1.5-2" 10- 12' B&B —.Standard; straight trunks; wrell branched; treatched P02 Platamus occidentalis Sycamore 17 2.5-3" 12-14' B&B Standard; suaight burls; well branched; nuartched PRI Pinus resinosa Red Pine 7 74 B&B Branched to ground; dense f6il3ge; straight pyramidal Smn, sme source PR2 Pinus fesutosa Red Pine a 8-10, B&B Branched to ground; dense fbilage; straigla, pyramidal fonn, same source PSI 1Pinus trobus White Pine 0 4-5' B&B Branched to ground; di: e jbilage,, suaight, pyratuidal form, same source �§� inn trobus White Pine 0 6-T B&H Branched to ground; dease; roilage; straight; pyriundal forur, sauto source PS3 ltPmu�'strobus White Pine 9 9-10, B&B Branched to ground; deme: hoilage; straight, pyraraidal tomr, sanruc source OB IQuercusbicolor Swamp White Oak 1 .5-�" L _ 14-16 B&B Standard; straight trunks; well branched; nutchod QC I Quercus Poccinea Scarlet Oak 18 2_2.5. 12-14' B&B Stdard; straight marks; well branched; matched QP Quercus palustns Pin Oak 12 2.5-3" B&B Standard; suaighitrunks; well branched; watched Opt Quercus Palustris Pin Oak 1 1.5-2" - B&B Standard; straight trunks; well branched; ruatched P2 Ouercus Phellos Willow Oak 16 2.5-3" 1 B&B Suarlarts igbt trunks; well branched; unatched QR1 Quercus iubra (borealis) Red Oak 0 2.5-3" 12-IN B&B Standard; straight trunks; well branched; rnatche4 QR2 Quercus rubra (borealis) Red Oak I 3.5-N' 14-16' B&B Standard; straight marks; well branched; uratched SB Salix babylonica. Weeping Willow 2 1-1.51, 12-14' I B&B Standard; straight bunks; well branched; (no straight whip trunks) TC I Tila cordataGreenspire' LittleleafLinden 0 2.5-3" B&B Standard; straight bunks; well branched; In,ached 2� LVII I I I I I I parvifolia hinese Elm'Athena� 17 2.5-3" 1 ight trunks; well branched; matched VP humunt plicatum v. tornentosum'Mariesif Doublefile Viburnum 34 B&B Dense branching; well rooted; self-supporting stem burnum x rhytidophyllum'Alleghany . ..... Leatherleaffibumum 2.5- RJU Dense branching; well zooaed; self-supporting stem Notes: Prepared: 0 1122/02 Revised: 02-20-02 7 EJUEJ _N IIr ,T f RECR tATIONAI, AREA V S 0 D,-----/ f v Yp IIIt0 I1 PS 3- PR2 IP I 91 Q i A L) ]XfS'- E A S I- M E-�., �ip U IEXISYNG WOOD§,, 04, N S3 P IS P A C E ..... .... . LD STAGEGOACH -6V ROAD INTERSEQfTION /1- A�; FC CF 14 0 F C P2 C FP P2 I3- VR----- 3- L IC 1, ..... ,UMP T YP� fI1., 6V n T /M I OP 2 . . ..... _T_ I— L 8, O'D Gotj,5 TDU .4 l`b V E X I S,,T IN tQB 63 ID 2 Notes 1. PLANS WERE CONDITIONALLY APPROVED BY THE ARB ON 12-03-01. I2. ELECTRICAL CONTRACTOR TO REFINE CIRCUITRY FOR EXTERIOR SITE LIGHTING SYSTEM AND SPECIFY LOCATIONS FOR ELECTRIC PORTS FROM BUILDING. Till 3. FOR LIGHTING SPECIFICS REFER TO PHOTOMETRIC PLAN FOR FURTHER DETAIL. (kjG-,' TR, II41 CONTRACTOR TO PROVIDE IRRIGATION INSTALLER AS-BUILT UTILITY PLANS PRIOR TO IRRIGITION SYSTEM INSTALLATION. 3,-- M S- r CONTRACTOR TO PROVIDE WEATHERPROOF JUNCTION BOX FOR FLOODLIGHT. . . . . . . . . . . ISHEETS FOR EXACT LOCATIONS OF ALL POLE MOUNTED LIGHTING 6. REFER TO LAYOUT FIXTURES. 0 IEX�3filh.G-W906' 7. CONTACT LANDSCAPE ARCHITECT AT THE TIME OF PLANT MATERIAL DELIVERY, BEFORE ANY SUBSTITUTIONS OR CHANGES, IF SCHEDULED TYPES ARE UNAVAILABLE AND FOLLOWING INSTALLATION. (D r 8. GRASS SEED MIX SHALL BE BIG BLUESTEM 'ROUNDTREE' AT 80 TO 90 %, IMPROVED PERENNIAL RYEGRASS AT 6-10% AND SWITCHGRASS AT 5-10% OR EQUAL, APPLICATION ('-C 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. I9. PLANT LOCATIONS TO BE REEVALUATED AND REVISED, IF NECESSAR�, AFTER FINISHED C GRADING. -C II10. SOD SHALL BE TALL FESCUE BLEND SIMILAR TO SEED MIX. 11, MULCH KPLANTERS 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 Ile IIAROUND ALL TREES NOT LOCATED IN PLANTING BEDS. I12. FOR TREE CANOPY CALCULATIONS SEE SHEET 1. 13, SEE ADDITIONAL LANDSCAPE NOTES ON SHEET: IISSUE FOR CONSTRUC Scale 1"=50' Contour lnterval=5' 0 50 100 200 Y r IM", 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 firt obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. STEVEN L. DRIVF-n NO. 019933 AfAL Revisions: 1. 01/21/02 AC�SA Comments & General Revisions 2.01/30/02 Couqty Comments & General Revisions 3.02/20/02 ACSA Comments 3.03/25/02 County Comments Scale: 1" = 50' Date: 12/14/01 Project No.: 0110 Designed: SWE Checked: SLD z U z r e**% Revisions: 1. 01/21/02 AC�SA Comments & General Revisions 2.01/30/02 Couqty Comments & General Revisions 3.02/20/02 ACSA Comments 3.03/25/02 County Comments I I Sheet No.: I I Scale: 1" = 50' Date: 12/14/01 Project No.: 0110 Designed: SWE Checked: SLD I I Sheet No.: I I ---,P .7 y L ;_ ® r iiiiiiii W. PROPOSED 00 SIGN y " �.•, dl '', e \--11'- ti f '' . CC ` '`/ , 0. 1, 0,0 / 1�1) �td \ � , ' - Op 1- 1; 6 At O Ot ! r�f'a. X0.00 �- , 7' 'ih „ W-1 3 ° 5 ° ` ,.� C "' "v r r rr, i° f� : o• O 1 , Statistic Description Avg Max Min Max /Min Avg /Min Calc Zone •1 2.7 fc 30.1 fc 0,0 fc N / A N / A p.1 7.0 C: 1 p1 0 sm 01 0,1 0.0 0.1 0.1 O• 1 0.0 0,0 ni in .� .... 2 - 5 4,0 D -5 BLDG. 3 ID A• A•��58 n Al p,1 Y 0 '4• 01 fi t - ! aY 'i` o r. .. . R 0 i< o "T - . < . -3 5 •s � 4 .. a sc,• _.). S r .1 'f # r .'t . . * t < f 1 (5'4 5 .f � C t ' ' 4 � L E: r 1 O. ( t ` L l 59 39 .,rx ;. - -I 'y ! t�'•Z 2 y I }^ '•af5 1 3• 3. :1S F3rc r Y.t}1T I „ S(}9 5 V g'7 4.41 9 k lx (j I - � :3 yt {I w I 11 - / `� 6 ��~ 8, 5• BLDG, 5.8 6 BLDG, ) r BLDG. 62 BLDG c -26 16 16 B- 0 Wls :7 -: .._ ,>b• v B 1086 .C- 7 -Cz-4 -a f �• t F 9 I � fp ° °� 92 d- Z C -3 -3ti;t a•3 5\ 9 9 �. �. t� A r r 6 1p, 6 q 7 fS i 6' 5.6 8 `� 2 2 A / !! `1 2 c apt, i ."' ✓.' 0 00 - e 3 I 3.9 ;' A3 h9 33 2� 34 11 I ti a,, 0 2 7 311 e 3• " 4• �(i 1 t� � ' �o :< F C-112 i 5• 3 _ •C p r^r } x r3 3 5 9 , -4k ,^ �2 6 5 O nM r F 5• - •t - 1 0• 2• - � s - 1 3 6 C -42 C ,3 e 1• ,.. a 1 t_ 3 .� 3 - I G4 1 ti C 2 1 9 0. ti 1 A 2 1 ii 49 4 8• "I 5 p '; � }„ 9 t- •0 6.� I 1 6,1 7 F, 0� r - 9 3,h a5 4.3 .7 6. r 6 I 3• �' 3,1 3.6 �v 1� 0 O1 1 2 5 2,9 3 3.0 cv_�`r `y 14 h 2 a p 5 > t x ^ _ 5 25 2. 7,-,t . ` i' h,2 g L6 28 6' �z z (�. r .,d � y�> ,, ( , < -'`� r 2• 1' s ; 6 7 `'P -81 5. 2• �,O � :rte ? e ' 0 , 1.2 1' 15 v7 Ii 3' y,.6---, __ _,' `{ 8 2.6 14 1• 6 \ . -] •� 6 } I � 11.5 _ 0 3• 1 0.0 ° \ 9 1'A f 5 O' 4 1 1• 3 a.SVOLL Y A1.6.5 6' I 1.6 1 7 9 1.2 1 2 1 i, U +�, .9 0 0.9 O. .3.9 0 -` � a 4 Q. ;` xr �,�' r O. -I3 1 4.5 1.5 1. v Luminaire Schedule General Purpose Medium Floodlight Scale: Available with or without power door. Use for outdoor sportslightir g, TFD/TFG car lots, shipping yards and parking Tots. Symbol Label Qty Catalog Number Description Lamp File Lumens LLF Watts 250W iF_• 2505 TA - RL RE RF - RB pulse start ballast (TB std.) Z 40OW TF_' 4005 TA - RL - RF RC RB LLRPSL Low loss DIE CAST SHOE BOX - ZSONOOW IF 250140OS' TA - RL - RF - RB reactor pulse 492.0 METAL HALIDE stall ballast 13.0 206W TF_• 200MZ TA RG - RE.- RC RB (277V only) A 14 KAD 400M R2 FLAT LENS 0 M40 /U ES 01ES 93083101A 32000 0.72 800 MERCURY VAPOR Voltage -40.3 40OW IF 400N TA - - - - - R8 - 120 DIE -CAST CUTOFF 400 WATT METAL Features a..r). z4o' Housing: Heavy-duty construction, die- TAd,u1M .o ,,nand All-14is ibun.- P,ional. 277 347 �1 B + 14 KAD 400M R3 LUMINAIRE- FLAT LENS HALIDE g2040902.1ES 32000 0,72 455 2505 TA 40 18 132 x 112 7 x 6 25os RL 40 16 30 x 47 3x4 I Shipp .,250S. Oven cured. 2505 RE 40 18 51x65 4x4 z m,n, b°orderod wrth SCwAor DIE CAST SHOEBOX- ONE 250 -WATT CLEAR (lector. Extruded tubular silicone gasket 4006 TA 47 21 132x112 7x6 4O,m,hf, ylo,a fl,turyin seal, Various NEMA distributions available, 4666 RL 47 21 Sox 60 3.4 5 Notevailablei.Cansda. C 67 KAD 250M R2 FLAT LENS = METAL HALIDE. 93091403.1E5 20000 0.72 295 to ca,4log number. zSOM RG as to 33 x 45 30 3 "wlamps.eI aawi hlominah- throu h front bezel with primary and Sec- 9 Y 1150M RE 39 18 92 x 61 4x4 Con uh Iaaory. 250M RC 39 18 92x81 5x5 WALL PACK ONE 32 -WATT TRIPLE nents are mounted directly to cast housing. 4o6M TA 44 20 732 x 112 7 x6 STANDARDPACKAGING Encased- and - potted solid state ignitors 400M RG 44 20 29 x 46 3x3 Urns ship r Pktc in ehu ails ..1y. .a k: E 0 x 4x4 °p 400M RE 44 2 50 60 D 12 TWAC 32TRT W /SPECULAR TUBE COMPACT I1:18361,ies 2400 0.72 50,7 400H R8 39 18 128x134 7x6 duty painted Steel maunting yoke. All exter- -1.9 REFLECTOR, CLEAR FLUORESCENT, tance. Above - horizontal aiming capability W standard. T Socket: Glazed porcelain, vertically orient- ® n © r ed, mogul -base socktet with copper alloy, POLYCARBONATE LENS HORIZONTAL POS. p 1•Ir4 {.1.1{s.} All dimensions ore inrhas listed 1 OW 600V 4KV pulse rated. tact UL s 50 P (remane,ers) unless other. aT "' , area. Listings: UL fisted suitable for wet Iota- mMENSlous = Lions. Listed and latneled to comply with H EPA: 2.11c'C20m') &COMPOSITE HOUSING Hei9nt: 17.(43.5) "691, (o -.141 22 .(56.5) camas zov,(sl.q I II °D DzPth; e(2o.3) 1 I W II`� �"'II - is 1076.7 NTRACTOR TO) REFER TO SUPPLIER FOR ORDERING, VERIFICATION OF BOLT TTERN AND GROUNDING REQUIREMENTS, DIE CAST SHOEBOX- ONE 175 -WATT CLEAR 'PLIER: ILLUMINATION CONCEPTS AND SALES, RICHMOND, VIRGINIA; 804,358.2300 JRT LIGHT (G) 9.0 173.5 4 E 1 KAD 175M R2 FLAT LENS METAL HALIDE. g3091404.1ES 13400 0.72 215 9.0 177.7 0.0 14" X 14" X 22" LANTERN�NE 175 -WATT CLEAR 216.8 0,0 12 D F 8 ELA HORIZONTAL CUTOFF METAL HALIDE, 88811E.IES 16000 0.72 165 13 D 867.4 GENERAL PURPOSE ONE 400 -WATT METAL 9.0 182.5 0.0 867.4 'IllG 4 TFD 400M TA FLOOD WITH POWER HALIDE. 90091902AES 36000 0,72 910 0.0 101610 356.7 DOOR 15 C 1010,2 452.4 20.0 20.0 -1.8 0.0 FLOODLIGHT ONE 32 -WATT TRIPLE 2.0 16 C 1051.6 111111 H 6 TFM 32TRT RB W /FORMED SPECULAR TUBE COMPACT 97061602.IES 2400 0.72 36.7 C 1057.4 373.0 REFLECTOR,CLEAR FLUORESCENT, 87.5 0.0 1057.4 373.0 2,0 18 C GLASS ENCLOSURE, HORIZONTAL POS. 20.0 20.0 264.5 0.0 969.9 434,2 2.0 DIE CAST SHOEBOX- ONE 250 -WATT CLEAR 974.5 367.6 20.0 20.0 I 1 KAD 250M R2 FLAT LENS METAL HALIDE. 93091403,IES 20000 0.72 295 Notes 0 t t3 p3 j ' A 2.2 0• g 00 Al r " fig. 1. 7 2.3II 9 3' 28 `'2 2 1. 1 2 5 O , � \, `z p.3 8 6• j 2 i I .1 2.5 3 3� `\3`3 �4 .9 O O c 0. 5 2• `) I 3 2 6 .6 3 A }, 9 g 3.1 1 i p 1. ° . 1 8 Q--z" Z 1.2 2.1 ..6,CS�I' 1.0 .5 0• c -72 34 1. A. br 6 1 19 '' 1 �' p s �) k.0 3 -2 ,> S� 3 0 0 8 2 9 1.2 �T 9 2 9 A.9 $ C- 5 'O A 0 • \ �' ' 2 , �` } O `•, l • 2' 5.6 1 3.8 5 6 • s -" 1. LIGHTING SHALL BE PROVIDED AS SHOWN IN THE SITE LIGHTING FIXTURE SCHEDULE. 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. THE SPILLOVER OF LIGHTING FROM PARKING AREA LUMINAIRES ONTO PUBLIC ROADS 4 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 TWAC, KAD, ELA FIXTURES SHALL BE BRONZE. THE STANDARD FINISH FOR THE TFD AND TFM FIXTURES SHALL BE BLACK, 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• ALL SPORT LIGHTING WILL BE MOUNTED HORIZONTIALLY, Area Lighting Arm- Mounted Cutoff, Flat Lens � �/ �� Use for parking areas, street lighting, walkways and car lots. Catalog Number Example: KAD 400M R3120 SPD09 I Contour" Series �- -�- � Distribution Mounting Designation (selectone) t KAD spoo4 Square pole arm' pl- HIGH PRESSURE SODIUM SP009 Square pot. arin +.5 rd TOW KAD 705 R2 R3 R4 RSS Voltage RPD04 Round pole anal' t?t 100W KAD 1008 R2 R3 R4 RSS .,.r° 150W KAD 1505 R2 R3 R4 RSS 120 RPD09 Round pole Ann } 250W KAD 2505 R2 R3 R4 R55 200' WWDO4 Wood pole or v+all3 h'3: 240' WWDO9 Wood le or wall 40OW KAD 4005 R2 R3 R4 R5S 277 PO , 347 Moo, Wall bracket METAL HALIDE WBD0It Wall bracket : 100W KAD t00M R2 R3 R4 RS 400' ti i.., 15OW KAD ISOM, R2 R3 R4 R5 18• LIArm Less Am (When 115W KAD 175M R2 R3 R4 R5 ordering KMA, 20OW KAD 200MI R2 R3 R4 R5 DAD72) 25oW KAD 25OM3 R2 R3 R4 R5 0 dons/Accessories- 32OW KAD 32OM2 R2 R3 R4 R5 P KAC 35OW KAD 350MI R2 R3 R4 RS SCWA super CWA pulse start Features 40OW KAD 400MI R2 R3 R4 Its ballast (!B std.) Housing: Rugged, die -cast, soft - corner alu- LLRPSL Low loss reactor pulse 9 99 mIHUm housing with 0.7 nominal wall thick- NIGH PRESSURE SODIUM stall ballast (277V Dory) ness. Extruded 4' soft corner arm for pole or 15OW KAC 1505 FP DPA DPP for additional options and wall mounting is standard. Dark bronze poly- 2sow KAC 250s FP DI'A DPP accessories, see page 312. ester powder finish is standard with other 40OW KAC 4005 FP DNA DPP architectural Colors available. METAL HALIDE 150W KAC ISOM' FP DPA DPP Door Frame: KAD die -cast door frame has nsW KAC v5M FP opt DPP impact- resistant, tempered glass lens which . 20OW KAC 200MI fP DPA DPP is fully gasketed with one -piece bonded tu- 25ow KAC 250M' FP DPA DPP NOTES: bular silicone. KAC die -cast aluminum door 32ow KAC 32OMZ EP DPA DPP 1 Maybeorderedwith SCWAor frame has prismatic, impact - resistant, tem- 35OW KAC 3SOM' fP DPA DPP LLRPSL. 40OW KAC 400M FP DPA DPP 2 Mustbeord,neWw,th SCWAor pered glass, drop dish acrylic lens or drop LLRPSL. dish polycarbonate lens. Door frame is fully 3 Con suHracloryfor -i ab81ty h, gasketed with one -piece tubular silicone, Canada' FP =Flat Pr)smatic lens (C731j 4 Multi -tap ballast 1120, 277, 341Vj. optics. KAD reflectors are anodized hydro - CPA =Drop pristnadc l.ns (acrynoj s sP0o9,RPD09arvvwD09 mast be P EPP= Drop prismatic I.,(polyca, honate) usedwhenluminairesareori.nuA formed /segmented aluminum. Four cutoffdis- on a 01,129. oM39 or oM49 dreld,g tributions available: Type II (Roadway), Type 6 N,-, III(Asymmetric),TypelV (Forward CANADA SHIPMENTSAddCSAas Type V (Symmetric). Reflectors are field -in- vdfxtocawlogmlmber. t i rchangeable, KAC reflector is optical -qual- y aluminum lhatworks in tandemwlth a flght- diffusing prismatic lens. KAC Ballast/Electrical System: Ballast is high - reactance, high power factor (70 -15OW HPS) or high power factor constant- wattage au- KAD totransformer (175 -40OW MH & HPS). Ballast is copper wound and 100% factory tested. Finish: Dark bronze polyester powder finish (DDB) is standard with other architectural colors available. - DIMENSIONS EPAe Fl`.,6.n 1.21r'l.,lm') Socket: Porcelain, horizontally (position) D1MENS1oNS W.po.n,.4 h,t 11.') oriented mogul base socket with copper at- STANDARD PACKAGING EPAe: /.zlu' L,y,n:171f(44s) toy, nickel - plated screw shell and center con- scares Ship c «aplele ,l una canons Lm,d na]N (44.5) Widm:171l(44.5) tact. UL listed 150OW -600V. 4KV pulse rated, °n'y. [.a'm"e: walla I,0-1) Wp,n: FPOp,i 7. n(28 Po ,ion 1. 29.1 D ( ) Da 1, ig 16.1 P P P l ) (Oly 13) NAD Ieek4 AS tN SFD09 Max.weighc 1216s. (19.1 1,9) Max weigm: /a MI. (18.1 kg) Listings. UL listed for wet locations. Listed NAC I00MR Y05P009 and labeled to comply with Canadian Stan- 63 call - or 1 6xl«e) All di- nsionsare inches (centimetors) ..1- sall-is- P.66.d. dardS (see options). hp A-.... its siseparaldy. 246 Fsca CAu H40V4 t u=0M -V0 NOTES: 1, CONTRACTOR TO REFER TO SUPPLIER FOR ORDERING, VERIFICATION OF BOLT PATTERN AND GROUNDING REQUIREMENTS. 2, FINISH COLOR SHALL BE BRONZE, 3. MANUFACTURER: LITHONIA LIGHTING, CONYERS, GEORGIA. 4, SUPPLIER: ILLUMINATION CONCEPTS AND SALES, RICHMOND, VIRGINIA; 804,358,2300 a PARKING /STREET LIGHT A,B,C E I 14V MANUFACTURER SPECIFICATION SHEET N.T.S. 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Q . )rte 0 ISSUE FOR CONSTRUCTION I 001 _ an a ON ! aIb 0 14" 30 "35/64 SEE LIGHTING PLANS FOR POLE HEIGHT (3) I/2" X 12" GALV. D 1 STL. ANCHOR HOLTS 20° TYP ON 09" BOLT CIRCLE �I J (MTG1253A) P•30M CAST ALUM. HOOD FORMED ALUM. REFLECTOR HORIZONTAL MOUNTED LAMP (LAMP BY OTHERS) MEDIUM BASE PORCELAIN SOCKET CAST ALUM, CAGE DECORATIVE CHIMNEY AND HOLDER CLEAR GLASS LENS INTERGAL BALLAST HOUSING (TOOLESS ACCESS) 04" CAST ALUM. POST CUP ALL CASTINGS TO BE 319 ALLOY ALL FASTENERS TO BE NON- FERROUS 04" X 125" ALUM. POLE OVERALL HEIGHT CAST ALUM. P-3012 BASE 1/4-20 X f" S/S GROUND STUD 09" BOLT CIRCLE NOTES: 1, CONTRACTOR TO REFER TO SUPPLIER FOR ORDERING, VERIFICATION OF BOLT PATTERN AND - GROUNDING REQUIREMENTS. 2, .FINISH COLOR SHALL BE BRONZE, 3. MANUFACTURER: LITHONIA LIGHTING, CONYERS, GEORGIA. 4• SUPPLIER: ILLUMINATION CONCEPTS AND SALES, RICHMOND, VIRGINIA; 804.358.2300 PEDESTRIAN LIGHT (F) MANUFACTURER SPECIFICATION SHEET 9 Al 2• iB- 6.1, 0 J Y Ft r II Z 1 - � l ems" e -Y ( o {I. o�1f3 ,� t3,, \, A 0p f � d t 00 x i 11 11 :� O.0 Q �0 �� `s°' 1 t` ` p,0 (1. I rx pS� j C ,,�c 00 "it" 't r°; • r" 0 05, t 3 . -.l I i I I I I + i I I I I I i 1 NO 1. 2. 3. 4. 5. c V �1 i 1 .0 m --. --, --, -._...._- w_. �.....,_._..____._- .1 1, 0 T1 c-t.,_;V l tt 9 I� ay. s' 1 ` _ -. 1 " ' t it o r tit ,�( 0 �'". i t \ 1 �s'' ) \\ t C i �; , ! ;; ; E 1 I i 3! ! i 1 I�° ? r ff \ 1 �, 11 " ! Y f 'I _0 Y 3 1 .1 -- �. -2 1 f D. - I) 1 i \1 A t t ry I '"S) t 6 � )A` \ \ k 4 ` t 1 1 is , 1, ,X r.1 1 x k n � j 't , t t` �. w 0 1��, 1 \t. { ~ y S i �y 3 CI ,x� C Y , V •0 1 i fi3 '} 'l 1, ,I Y ttiQ* 0`,l 4 s � 00 `1 s 0�1 t 10 x 101\ 1 z t\ -s h \ t , \ k 311 \ ly "'� gyp'\ i 7 0 1fi + \ / ' ,S f•. 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S n ,s ' I I H Scale 1 " =50' Contour Interval =5' r U•�` - . • `°'` 0 50 100 200 Wall- Mounted Cutoff Mini Area Lighter, Wall -Paks Polycarbonate Refractor, Lamp Included TWAC. Use for entrances, stairwells, corridors and other pedestrian areas. Catalog Number Example: TWAC 100M 120 LPI Contour Series® I-------F * - Designation Voltage Options /Accessories HIGH PRESSURE SODIUM 120 LPI is standard on allJWA bxtures "1 ' 35W TWAC 3SS' 208' (lot available with incandescent). SOW TWAC SOS2 2401 For options And accessories, see IOW TWAC 70S 217 page 312. IUOW 1WAC 1005 341 MEj Al. IIAIIDF TB3 Nnres. Features SOW TWAC 50M 1 1""'27 z ,r7vorznv°ny. low TWAC TOM 1."i °„wmW,l.,°pnaua,til O.2W.2a.2uv). Housing: Rear housing is rugged, corro- IOOW . TWAC LOOM ( /20.217,311vincan°m.) sion- resistant, die -Cast aluminum. Front 4 c« ,a,•nauo.yl «aaadobi0,y,ncm,a,N. LO22PACT FLUORESCENT cover is one-piece, UV- resistant, in ection- CANAgAN SHIPMENTS: Add GSA as sWlix to molded o:ycarbonate, internal) aimed. 22W TWAC 220TT 4auloynum , P Y P 26W TWAC 26DTT w. art Owr.,ceot lamp, ucl.dea wia, wmi. Captive external hardware is treated for 28W TWAC 28DTT one. corrosion resistance and included slotted 32W TWAC 32TRT hex -head and tamperproof fasteners. 42W TWAC 42TRT optics: One- plece, die -famed reflector is dif- fused aluminum. Refractor is clear polycar- bonate, providing IES cutoff distribution and maximum lateral light output. Front cover is sealed and gasketed to inhibit One entrance of outside contaminants, LamplFixturelBallast Data Lamp: Medium -base HPS, MH or twolfour- STANDARD PACKAGING weyht pin fluorescent; lamps included. Fall, s ship coopkle in unit c19M, Waring. Ballast Lbs. Kg. - « ay. tra,�e: Ballast: MH: hgh- reactance, high -power HIGH PRESSURE SODIUM (Med /Clear) factor standard HPS: Reactor normal power (Olyt3) TWAC104M1291N 35 RNP n s factor standard. HPF available. UL listed. p3 calms a t rulWe) 5o RNP 11 s Electrical components are mounted to the Accessories ,nip sopualely, 50 xHP n s cast - aluminum (rousing, promoting maximum 70 RNP t1 5 heat dissipation. (For 50 hertz availability, 100 RNP 11 5 consult factory) fluorescent ballasts are • METAL HALIDE magnetic NPF (TT, DTT) or electronic HPF 50 xHP 14 6.4 (TRT), Encased and potted solid -state igni- . 70 xHP t4 6.4 tors (HPS). HID ballasts are 100% factory 100 XHP 14 6.4 tested and UL listed. Fluorescent ballasts are UL listed. Components are heat - sinked di- recd to the cast housing for maximum heat Y 9 dissipation. (For 50 hertz availability, consult factory.) Installation: Mount to any vertical surface or to a 4" round or 4" square outlet box. Back access through gasketed slot. Top wiring access throught 1 /2' threaded conduit en- try, (Through - wiring requires use of a con - All aimemi- am inches (cendmeI-D duil tee.) Photocells are field - installable. vae a16 wiwsp «ire.. Socket: HID is porcelain, horizontally ori- ented medium -base socket with copper DIMENSIONS alloy, nickel - plated screw shell and center 1 listed 60W 6 V and 4kV H hu l0 2s. contact. UL 6 00 Wid,h: 11.112 29.2 ( 1 D<p,h: e-,Yt6 (5.2) " pulse rated. Fluorescent socket is two -pin l - M (DTT) or four -pin (TRT), positive latching thermoplastic. I Listings: UL, listed suitable for wet loca- tions. IP65 rated in accordance with IEC W ° Standard 529. Listed and labeled to comply PY with Canadian Standards. fAZZT ,a,VG4 A1191 N" Psc6 269 ITES: CONTRACTOR TO REFER TO SUPPLIER FOR ORDERING, VERIFICATION OF BOLT PATTERN AND GROUNDING REQUIREMENTS. FINISH COLOR SHALL BE BRONZE. MANUFACTURER: LITHONIA LIGHTING, CONYERS. GEORGIA. SUPPLIER: ILLUMINATION CONCEPTS AND SALES, RICHMOND, VIRGINIA; 804.358.2300 FIXTURE WILL EMIT LESS THAN 3000 MAXIMUM LUMENS. TALL PACK AND CUTOFF CHART (D) N.T.S. l9,,/ MANUFACTURER SPECIFICATION SHEET N,T,S• I NOTE; 1, CC PA 2, FIN 3• MA 4. SU SPt Floodlighting General Purpose Medium Floodlight Scale: Available with or without power door. Use for outdoor sportslightir g, TFD/TFG car lots, shipping yards and parking Tots. No. Catalog Number Example: TFD 400M TA TB .,�i: f NEM�DisVibution 3 3,' re, i! Designation (selectone) Options/Accessories / +�7` HIGH PRESSURE SODIUM SCWA Super CWA T := "+t.r. r,;.:.. %- ••' 250W iF_• 2505 TA - RL RE RF - RB pulse start ballast (TB std.) Z 40OW TF_' 4005 TA - RL - RF RC RB LLRPSL Low loss C ZSONOOW IF 250140OS' TA - RL - RF - RB reactor pulse 492.0 METAL HALIDE stall ballast 13.0 206W TF_• 200MZ TA RG - RE.- RC RB (277V only) 0.0 25OW TF • 250M3 TA RG - RE - Re RB For addilionnl options 492,0 J20W TF_- 32OM2 TA RG - RE RF - RB and accessories, see 2 350W TF_' 3SOM1 TA RG - RE RF - R8 page 312. 734.8 40OW TF_• 400M3 TA RG - RE RF - RB 9.0 MERCURY VAPOR Voltage -40.3 40OW IF 400N TA - - - - - R8 - 120 734.8 ' Designate TFD (with power door) or 7fG (without po er 208 1 Features a..r). z4o' Housing: Heavy-duty construction, die- TAd,u1M .o ,,nand All-14is ibun.- P,ional. 277 347 cast - aluminum housing. Front bezel is re- LampiFixture /Distribution Data 4e03 movable via captive sllip hinge. Lens is Cher- wagnt team spread NE MA 786 mal- and shock - resistant, clear tempered Wattage aaaast Its. Kg. H' x V° Dist Lass. Standard finish is dark bronze of 9 poly- HIGH PRESSURE SODIUM (Mog /Clear) NOTES: ester powder, electrostatically applied and 2505 TA 40 18 132 x 112 7 x 6 25os RL 40 16 30 x 47 3x4 I Shipp .,250S. Oven cured. 2505 RE 40 18 51x65 4x4 z m,n, b°orderod wrth SCwAor Optics: One -piece arodized aluminum re- 2505 RF 40 t8 61 x 74 4 x S , Wysbe ordered won SCWA or 250s RB CWA 40 18 128x 110 6x6 LLRPSL (lector. Extruded tubular silicone gasket 4006 TA 47 21 132x112 7x6 4O,m,hf, ylo,a fl,turyin seal, Various NEMA distributions available, 4666 RL 47 21 Sox 60 3.4 5 Notevailablei.Cansda. depending on wattage. 7A distribution is 4005 RF 47 21 59 x 74 4x5 6 oprion.I, all tap baibsl Oro. 4005 Re 47 21 80x84 5x5 2o6.240.2TA9.O2o.27L3avin standard. 4005 R8 41 21 130x102 6x6 Ca i,ij 267.1 METAL HALIDE (Mog /Clear) Ballast/Electrical: TED: Components are P 250M TA 39 18 135 x 109 7 x 6 ell NU DIAN sHiPMENTS: Add CSA Ili,, mounted to hinged power door, accessible to ca,4log number. zSOM RG as to 33 x 45 30 3 "wlamps.eI aawi hlominah- throu h front bezel with primary and Sec- 9 Y 1150M RE 39 18 92 x 61 4x4 Con uh Iaaory. 250M RC 39 18 92x81 5x5 ondary quick disconnects. TFG: Campo- z50M RB CWA 39 18 129 x 109 6x6 nents are mounted directly to cast housing. 4o6M TA 44 20 732 x 112 7 x6 STANDARDPACKAGING Encased- and - potted solid state ignitors 400M RG 44 20 29 x 46 3x3 Urns ship r Pktc in ehu ails ..1y. .a k: E 0 x 4x4 °p 400M RE 44 2 50 60 (NPs). Ballast is higlh -power factor, Con- 400M RF 44 20 64x71 4x5 (O1y 13) TtD 100M iA TB stanL- wattage autotransformer, copper 400M RB 44 20 126 x 109 6x6 D3 ca I«6 on re.,) Wound and 100% factory tested. UL listed. MERCURY VAPOR (Mog /Coated) C 400H TA 39 18 135x1304 7x7 Accessories. ship separalety. Installation: Corrosion - resistant, heavy- 400H R8 39 18 128x134 7x6 duty painted Steel maunting yoke. All exter- -1.9 nal screws are treated for corrosion resis- 991.7 tance. Above - horizontal aiming capability W standard. T Socket: Glazed porcelain, vertically orient- ® n © r ed, mogul -base socktet with copper alloy, 1 nickel-plated screw :shell and center con- P p 1•Ir4 {.1.1{s.} All dimensions ore inrhas listed 1 OW 600V 4KV pulse rated. tact UL s 50 P (remane,ers) unless other. aT "' , area. Listings: UL fisted suitable for wet Iota- mMENSlous = Lions. Listed and latneled to comply with H EPA: 2.11c'C20m') Canadian Standards.. Hei9nt: 17.(43.5) "691, (o -.141 22 .(56.5) camas zov,(sl.q I II °D DzPth; e(2o.3) 1 I W II`� �"'II - is 1076.7 NTRACTOR TO) REFER TO SUPPLIER FOR ORDERING, VERIFICATION OF BOLT TTERN AND GROUNDING REQUIREMENTS, ISH COLOR SHIALL BE BLACK, NUFACTURER: !LITHONIA LIGHTING, CONYERS, GEORGIA, 'PLIER: ILLUMINATION CONCEPTS AND SALES, RICHMOND, VIRGINIA; 804,358.2300 JRT LIGHT (G) 9.0 MANUFACTURER SPECIFICATION SHEET N.T.S. Luminaire Locations Scale: U Date: 12/14/01 No. Label X Location Y Z MH Orientation Tilt X Aim Y Z 1 C 709.6 492.0 13.0 13.0 140,9 0.0 709.6 492,0 -5,0 2 C 734.8 462.2 9.0 9.0 -40.3 0.0 734.8 462,2 -9.0 3 C 947.6 241.7 13.5 13.5 85.8 0.0 947.6 241.7 -16.5 4 C 971.8 243.8 13.5 13.5 266.9 0.0 971.8 243.8 ' -16.5 5 C 860,5 267.1 20.0 20.0 -4.6 0.0 860.5 267.1 -10.0 6 C 924.8 270.9 20.0 20.0 -3.1 0.0 924.8 270.9 -10.0 7 C 991.7 275.5 20.0 20.0 -1.9 0.0 991.7 275.5 -10.0 8 C 1052.1 279.5 20.0 20.0 -0.1 0.0 1052,1 279.5 -10.0 9 D 1076.7 250.0 13.5 13.5 86.7 0.0 1076.7 250.0 -16.5 10 D 1055.1 219.4 9.0 9.0 173.5 0.0 1055.1 219.4 0.0 11 1 D 1013.7 216.8 9.0 9.0 177.7 0.0 1013.7 216.8 0,0 12 D 909.9 209.7 9.0 9.0 184.3 O,0 909.9 209.7 0.0 13 D 867.4 206.8 9.0 9.0 182.5 0.0 867.4 206.8 0.0 14 C 1016.0 356.7 20.0 20,0 '176.6 0.0 101610 356.7 2.0 15 C 1010,2 452.4 20.0 20.0 -1.8 0.0 1010.2 452.4 2.0 16 C 1051.6 440.6 20.0 20.0 85,9 0.0 1051.6 ' 440.6 2.0 17 C 1057.4 373.0 20.0 20,0 87.5 0.0 1057.4 373.0 2,0 18 C 969.9 434.2 20.0 20.0 264.5 0.0 969.9 434,2 2.0 19 C 974.5 367.6 20.0 20.0 266,5 0.0 974.5 367.6 2.0 20 C 1008.5 478.5 20.0 20.0 177.3 0.0 1008.5 478.5 0,0 21 C 1002.2 573.9 20.0 20.0 2,9 0.0 1002.2 573.9 0.0 22 C 1044.3 562.9 20.0 20.0 84,9 0.0 1044.3 562.9 0.0 23 C 1048.0 496.0 20.0 20.0 90,7 0.0 1048.0 496.0 0 .0 24 C 962.1 556,5 20.0 20.0 264.3 0.0 962.1 556.5 0.0 25 C 966.8 488.8 20.0 20.0 266.7 0.0 966.8 488.8 0.0 26 C 979.2 631.9 20.0 20.0 100.3 0.0 979.2 631.9 0.0 27 C 953,9 595.2 20.0 20.0 194.6 0.0 953.9 595.2 0,0 28 C 890,6 612.2 20.0 20.0 193.0 0.0 890.6 612.2 0.0 29 C 886.6 655.8 20.0 20.0 -75.2 0.0 886.6 655.8 0.0 30 C 911.6 691.8 20.0 20.0 12.5 0.0 91116 691,8 0.0 31 C 974.5 675.3 20.0 20.0 11.5 0.0 974.5 675.3 0.0 32 C 860.8 662.9 20.0 20.0 105.8 0.0 860.8 662.9 0.0 33 C 835.9 626.9 20.0 20.0 193.1 0.0 835.9 626.9 0,0 34 C 772.1 643.9 20,0 20.0 191,8 0.0 772.1 643.9 0.0 35 C 768.7 686,9 20.0 20.0 -77.0 0.0 768.7 686.9 0,0 36 C 793.0 723.5 20.0 20.0 14.2 0.0 793.0 723.5 0.0 37 C 856.9 706.4 20.0 20.0 16.9 0.0 856.9 706.4 0.0 38 C 734.7 695.9 20.0 20.0 107.0 0.0 734.7 695.9 0.0 39 C 642.6 720.4 20.0 20.0 -73.3 0.0 642.6 720.4 0.0 40 C 667.0 756,4 20.0 20.0 14.0 0.0 667.0 756,4 0.0 41 C I -0 739,5 20.0 20,0 13,8 0.0 730.9 739.5 0.0 42 C 646,2 676.5 20.0 20.0 195.2 0.0 646.2 676,5 0.0 43 C 709.7 659.8 20.0 20.0 195.3 0.0 709.7 659.8 0.0 44 C 616.6 727.6 20.0 20.0 106.1 0.0 616.6 727.6 0,0 45 C 612.6 770.8 20.0 20.0 15.9 0.0 612.6 770,8 0.0 46 C 549.1 787.1 20.0 20.0 16.5 0.0 5491 787,1 0.0 47 C 524.3 751.5 20.0 20.0 -74.9 0.0 524.3 751.5 0,0 48 C 529.2 707.6 20.0 20.0 195.3 0.0 529.2 707.6 0.0 49 C 591,7 691.1 20.0 20.0 195,6 0.0 591.7 691.1 0,0 50 C 643.4 913 1 2 0.0 2 0.0 194.3 0.0 643. 4 9 3 1 .1 0 0 51 C 707,1 89613 20.0 20.0 194.2 0.0 707.1 896.3 0.0 52 D 665.2 99. 17 0 2 .0 20.0 14.0 0.0 665.2 9 9 1.7 0 .0 "53 D 728.8 975.5 20.0 20.0 14.3 0.0 728.8 975.5 010 54 C 733.4 932.1 20.0 20.0 104.0 0.0 733.4 932.1 0,0 55 C 640.8 956.4 20.0 20.0 -73.8 0.0 540.8 956.4 0.0 56 C 759.5 925.3 20.0 20.0 -76.4 0.0 759.5 925.3 0.0 57 C 772.1 890,4 20.0 20.0 194.3 0.0 772.1 890.4 0.0 58 C 830.2 875.3 20.0 20.0 190,8 0.0 830.2 875.3 010 59 C 861,2 898.3 20.0 20.0 104.0 0.0 861.2 898.3 0.0 60 D 785.0 950.7 20.0 20.0 12.6 0.0 785.0 950.7 0.0 61 D 847.5 934.0 20.0 20.0 14.4 0.0 847.5 934.0 0.0 62 C 886.6 892,4 20.0 20.0 -73.6 0.0 886.6 892.4 0.0 63 C 890,1 848,3 20.0 20.0 192.8 0.0 890.1 848.3 0.0 64 C 953.8 831,5 20.0 20.0 190.6 0.0 953.8 831.5 0.0 65 C 978.2 866.6 20.0 20.0 104.3 0.0 978.2 866.6 0.0 66 D 974.8 910.8 20.0 20.0 12.0 0.0 974.8 910.8 0,0 67 D 911.6 926.9 20.0 20.0 12.0 0.0 911.6 926.9 0.0 68 D 842.4 234.5 13.5 13.5 269.3 0.0 842.4 234,5 -6.5 69 C 634.2 533.5 20.0 20.0 229.2 0.0 634.2 533.5 -10.0 70 C 673.6 485,8 20.0 20.0 228.4 0.0 673.6 485.8 -10.0 71 C 644.0 570,2 13.0 13,0 -43,0 0.0 644.0 570,2 -17.0 72 C 681.9 572.7 20.0 20.0 51,3 0.0 681.9 572.7 -10.0 73 C 720.6 525.5 20.0 20.0 510 0.0 720.6 525.5 -10.0 74 C 720.9 433,7 9.0 9.0 231.9 0.0 720.9 433.7 -11.0 75 F 785.8 496.0 10.0 10.0 0.0 0.0 785.8 496.0 0.0 76 F 834.8 479.4 10.0 10.0 0.0 0.0 834.8 479.4 0.0 77 F 846.3 429,1 10.0 1 0.0 0.0 0 0 8 6.3 4 429.1 0.0 78 G 855.2 492,6 20,0 20.0 39.2 ... 79 C 883.3 516.0 20.0 20.0 141.1 ... 80 C 815.2 375.0 9.0 9.0 141.0 0.0 815.2 375.0 -11,0 81 G 781.6 607.5 20.0 20.0 102.1 ... 82 G 774.3 578.1 20.0 20.0 -83.0 .,. 83 B 820.7 341.4 20.0 20.0 179.2 0.0 820.7 337,4 0.0 84 B 908.5 346.7 20.0 20.0 174.8 0.0 908.9 342.7 010 85 B 1123.1 287.5 20.0 20.0 -4.3 0,0 1122.8 291.6 0.0 86 A 1129.0 392.9 20.0 20.0 88.2 0.0 87 A 1122,6 477.2 20.0 20.0 86.8 0.0 88 A 1115.8 582.4 20.0 20.0 8510 0.0 89 A 1109.1 681.5 20.0 20.0 88.6 0.0 90 B 1044.8 616.5 20.0 20.0 86.2 0.0 1048.9 616,8 0.0 91 A 1057.5 799.2 20.0 20.0 13.3 0.0 92 A 1012.8 740.8 20.0 20.0 16,7 0.0 93 A 926.3 763.4 20.0 20.0 14.0 0.0 94 B 1166.7 793.9 20.0 20.0 262.1 0.0 1162.7 793.4 0.0 95 B 1049,8 869.4 20.0 20.0 186.4 0.0 1049.4 865.4 0.0 96 A 848.8 784.2 20.0 20.0 12.0 O.0 97 A 773.5 803.8 20.0 20.0 15.4 0.0 98 A 666 <2 831.9 20.0 20.0 9.8 0.0 99 A 5 49.5 864.7 20.0 20.0 1 1.9 0.0 100 A 591.6 923.9 20.0 20.0 13,3 0.0 101 A 504.8 947.3 20.0 20.0 14.6 0.0 102 B 598,5 990.8 20.0 20.0 194.6 0.0 597.4 986.9 0,0 103 B 519.2 1011.2 20.0 20.0 193.8 0.0 518.3 1007.3 0.0 104 B 430.7 984.4 20.0 20.0 104.7 0.0 434.6 983.4 0,0 105 B 500.2 803.4 20.0 20.0 12.2 0.0 501.1 807.3 0,0 106 B 454.7 808.1 20.0 20.0 -81.6 0.0 450.7 808.7 0,0 107 A 480.1 880.7 20.0 20.0 15,5 0.0 108 B 479,3 765.5 20.0 20.0 237.9 0.0 475.8 763.3 010 109 B 567.8 628.8 20.0 20.0 233.6 0.0 564.5 626.4 0.0 110 H 668.2 354.1 0.0 ' 0.0 0,0 0.0 668.2 354.1 0.0 111 H 674.9 355.6 0.0 0.0 0.0 0,0 674.9 355.6 0.0 112 H 161.1 1008.8 0.0 0.0 229. 1 0.0 16 1 1. 1 008.8 0.0 113 H 159.8 1002.8 0.0 0.0 42.1 0.0 159.8 1002,8 0,0 114 E 214.2 1017.0 15.0 l 5.0 217.6 0.0 211.5 1013.6 0.0 115 1 421.3 876.5 20.0 20.0 102.5 0.0 425.6 875.6 0,0 116 C 723.0 329.3 20.0 20.0 0.8 0.0 723.0 333.3 -10.0 117 F 737.1 380.5 10.0 10.0 0.0 0.0 737.1 380.5 -5,0 118 F 749.5 365.6 10.0 10.0 0.0 0.0 749.5 365.6 -5,0 119 F 765.2 378.1 10.0 10.0 0.0 0.0 765.2 378.1 -5.0 120 F 752.5 393.7 10.0 10.0 0.0 0.0 752.5 393.7 -5.0 121 B 806.3 264.3 20.0 20.0 -2.7 0.0 806.3 264.3 0,0 122 C 823.3 411.0 9.0 9.0 50.5 0.0 823.3 411.0 -21.0 123 C 779.9 465.4 9.0 9,0 49.4 0.0 779,9 465,4 -21.0 124 C 521.2 718.9 20.0 20.0 -76.3 0.0 521.2 718,9 0.0 125 F 793,7 526.1 10,0 10.0 0.0 0.0 793.7 526.1 -10.0 126 H 156.8 1005.2 0,0 0.0 247.0 0.0 156.8 1005.2 0,0 127 H 164.8 1006.7 0.0 0.0 41.4 0.0 164.8 1006.7 0.0 0 /%I r' . MCKEE CARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 East High Street Charlottesville, VA 22902 " 864 -9/9 -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. ��yALTiy O IIIIIIIIIIIIIIIIIIIIIIII Z -O, �f� il �� ..- .6g a STEVEN L. DRIVER > Z q NO. 019933 -10 r �w 16 FSS,ONAL ENG`2. r R Revisions: 1.02/18/02 CO COMMENTS 2.02/20/02 ACSA COMMENTS 3.02/28/02 CO COMMENTS 4.03/25/02 CO COMMENTS 5.04/11/02 CO COMMENTS Scale: U Date: 12/14/01 �4 0110 I CP Checked: SLD UO C 4c� H >-l""11 1:113 W Q F-4 Q .V-q P4 w U �4a�i V 4. H W �4 O III x a P-4 P4 w Revisions: 1.02/18/02 CO COMMENTS 2.02/20/02 ACSA COMMENTS 3.02/28/02 CO COMMENTS 4.03/25/02 CO COMMENTS 5.04/11/02 CO COMMENTS Sheet No•• Scale: 1'r = 50' Date: 12/14/01 Project No.: 0110 Designed: SWE Checked: SLD Sheet No•• I j i I I f I ( I EXISTING I EGE N [� � TATIO I 4 g� O I i EXISTING GRADE >fi I 44 ► I ti� I I TY I II I �z M � :�:•>::;`c'. 3 `�'. `.`fir �2�:* < s7 :�,a's�+��i,,c�'� �a , -r�•�� `� � kX "�C,� r%i,�'v an.tt` ,� •, �a x.. ,r s f f ,r fm ,ie dv i • < ,q , , _ I , < r: t w a I ' .! r... , .. � T ' ♦. �,{,t" s �`.,., . " : ,6 A ti . . Nf. :. .. . ,�<2 -, , , , y ,' i .s i ri. c. � .. -•n. _ n - '<vy S . 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I I I j PLANTIN' j i I I [ I I ( I 360 ( ` ISLAND I I 340 w_ - -I -- -- -O +O O +O 1 +0 +0 3 +0 +0 +0 SECTION "A-All I I z I EXISTINC VEGETATION. w =P OCA ED PEDEST RIAN 460 t I — — 0 H I ! � 4 I �f PROPOSED TURN -LANE e y, i I I HVAC UNIT TYP 440 ARA 420 I ` ,z s,4 rift 1I j Y •� I , x' r� ',t - r_ t� i .<r r I r z rS E Y{ � a �N �a tt < f J >t ¢tt t Jh"t o-v a x ¢r^a , d 1 r ('. � E� r 7 •- a< 'z s 3 3 x , a gg -1; d "MR .x , - :, �. ., v. n m.. ,.. - - `,b`^ ...,.o ,<a ,kit; , .. «, "z . '- a'Y^�, s,•• S' ,� Jt %�cY\” a-'4f Fy-`<Y `fir- 'IM1._ �n�� •.�+- sF,:, 3 �.. �. K` ..` "`" S t' 'i5• �:. ..?< K rte'^ �+'»' T r'r 'Y � ,s :,c ..#' �- r „�i ry' 2 3a -�-, - "S. .r' .a' . f' .+ <:. .,r�' s �.. t a V .t "'8 � .mfr • � :� u Li. M v-�. "�` "�` k f"i. � ,•� M1 - � - � K,: "]. ' x "S, y � _ FS•t fp y s'' n 3; , I j 400 I � I } I I i i � I i ►. � ( 380 380 i I i I I I RECREATION L AREA P 'RKING AND TIIAVELWAY BUILDING W (TYPE 4) I LANDSCAPE AR A 5TH STREET R.O.W. I I on 360 E I I I I i 360 i i j I I I 5 340 I ( i j i I I I ( 340 I i I i � � j ( ; ; ► I I I i l I 3 0 ' I I - +0 O+ + +0 3 +0 4+ SECTION "B -B" 4 4 440 }. 400 y • :.: 340 ISSUE FOR CONSTRUCTION /V Uri McKEE CARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 East High Street Charlottesville, VA 22902 804 -979 -7522 ` 4- 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, t L d. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to n a third art without first Y p Y Q� obtaining the express permission and consent of ither McKee r e ee Carson o Fi eld Sport p rt . Concepts, Lt d Vv THO N. Z �U STEVEN L• DRIVER Np.OlA933 �SS14NALti�G e { t Scale: H :1:20', V: 1:20' Date: 12/14/01 Project No.: 0110 Designed: H U� Checked: SLD w � V V � � W H c1 w H Cl� e { t Scale: H :1:20', V: 1:20' Date: 12/14/01 Project No.: 0110 Designed: SWE Checked: SLD e { t PLANTING SOIL MIX; NOTES: pole Slralt Sze (mnx -ft) 1. THE LANDSCAPE CONTRACTOR SHALL FURNISH ALL TOPSOIL AND PLANTING SOIL MIX. 1, NOTIFY LANDSCAPE ARCHITECT OF ANY SITUATION WHERE SOIL CHARACTERISTICS ARE NOT AGREEABLE TO THESE Max w1. Alrl�� MATERIAL MUST BE APPROVED BY THE LANDSCAPE ARCHITECT. REFER TO SPECIFICATIO N S PLANTING CRITERIA OR WHERE CONDITIONS RAIS E CONCERNS Max. wl )tun Carla on] SECTION 02923, OR BELOW, FOR TOPSOIL REQUIREMENTS, IN TERMS OF PLANT SURVIVABILITY OR WARRANTY, SSS f01C 2. THE TYPICAL PLANTING SOIL MIX FOR ON -GRADE PLANTINGS (TREES, EVERGREENS, SHRUBS 2, CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OF ANY 13 30.6 AND GROUNDCOVERS) SHALL CONSIST OF THE FOLLOWING UNLESS OTHERWISE INDICATED PLANT DAMAGE EXPOSED BY, OR INCURRED DURING, 595 189 ON THE DRAWINGS, PLANTING PROCESS. 314 x 18x3 IS 60% TOPSOIL (CLEAN, LOOSE MATERIAL FROM ON -SITE 12 To 12A 0.125 STOCKPILE OR APPROVED IMPORT PRODUCT) 24.4 610 183 40% PREPARED ADDITIVES (BY VOLUME AS FOLLOWS) 14.8 310 8 -9 2 PARTS HUMUS AND /OR PEAT 90 sssilic 1/ 1 PART STERILIZED COMPOSTED COW MANURE 0.175 11 1'19 1 PART SHREDDED PINE BARK (OR EQUAL) 15.1 778 11.7 293 BACKFILL TO TERMINATE AT REFER TO TREE 1 00 COMMERCIAL FERTILIZER AS RECOMMENDED IN SOIL REPORT TOP OUTSIDE LIMITS OF STAKING DETAIL x125 LIME AS RECOMMENDED IN SOIL REPORT ROOTBALL 390 SITE PREPARATION: ADD MULCH OVERTOP OF 223 8 -9 314 x 18 x3 ROOTBALL AND PLANTING PIT $55184: 1. IN AREAS SCHEDULED FOR NEW LANDSCAPE INSTALLATIONS WHERE PRIOR GRADING LIMITS, BEGINNING AT NO MORE 11 12.6 ACTIVITIES HAVE NOT RESULTED IN CLEARING AND GRUBING OF EXISTING VEGETATION, THAN 1" DEPTH AT TRUNK AND 230 61 CONTRACTOR SHALL CLEAR AND GRUB ALL WEEDS, DEAD PLANTS, TREES 1 -INCH CALIPER! TAPERING UP TO A DEPTH OF 3" AT PLANTING PIT LIMITS, 314 x1ac3 175 OR LESS AND ALL OTHER PLANT MATERIAL, SAVE AND EXCEPT SPECIMENTS OR GROUPINGS THEN TAPER TO PROPOSED I� to 20.0 0.125 SPECIFICALLY IDENTIFIED IN THE FIELD BY THE LANDSCAPE ARCHITECT FOR PRESERVATION. FINISHED GRADE 1' VARI S 240 SEASONAL COLOR BULB AND PERENNIAL PLANTING SEQUENCE: TYP. /S 1, EXCAVATE BED TO A DEPTH OF 4 INCHES. BREAK THROUGH "HARDPAN" AND REMOVE ALL N _= :�`•• I III I- SSS N /G STONE, ROOTS, DEBRIS, ETC. ROTOTILL BOTTOM OF EXCAVATED BED AN ADDITIONAL �IIIIITIIIII :• ^�'�- 111=1 1'' f 1 6 -8 INCHES IN DEPTH, ROOTBALL _ ••''`'• • ROOTBALL �IIy1) 1: II111 1725 2. SLOPE BASE OF BED TOWARD PERIMETER. IISI1 II Ili a 9 314 x 30x3 190 SSSNSC ZO 3, PREPARE PLANTING SOIL MIX CONSISTING OF TOPSOIL AND THE FOLLOWING SOIL --- _ - 11111 11111 =1111 (i 1 =111 -- I111i= 11111 17./ 443 AMENDMENTS BY VOLUME. -= (� _ I II BACKFILL WITH CULTIVATED, 235 W42 _ _ I =1111 6111= I{�Ii= Y I CUT AWAY ALL WIRE BASKETS I(�II_- IIIII_ �l ORIGINAL SOIL FROM PLANT PIT EXCAVATION IF LOOSE. IF SSSN 5G 20 AND /OR NON - BIODEGRADABLE = =IIIII -1111 0.188 1 40% TOPSOIL (CLEAN, LOOSE MATERIAL FROM ON -SITE ROOTBALL WRAPPING AFTER EXCAVATED MATERIAL IS NOT 535 STOCKPILE OR APPROVED IMPORT PRODUCT) FINAL TREE PLACEMENT. LOOSE, SUBSTITUTE WITH 1%36x4 25% HUMUS BURLAP ROOTBALL WRAPPING ACCEPTABLE TOPSOIL 4.0x25.0 15% MULCH (FINGERNAIL SIZED CHIPS -1/4 -INCH MAX,) TO BE UNTIED FROM TRUNK MATERIAL, AMEND BACKFILL 150 10% "NATURE'S HELPER" (BULB CONDITIONER ADMIXTURE) AND CUT AWAY TO A POINT PER SPECIFICATIONS. COMPACT BACKFILL IN LIFTS BY FOOT. 50 05% STERLIZED COMPOSTED COW MANURE AT LEAST 1/2 DISTANCE DOWN WATER THROUGHLY AT 1/2 5SS25+G 05% SAND (ANGULAR BUILDERS SAND) ROOTBALL, DEPTH. 1 108 SCARIFY BASE OF PLANT PIT 1.1 188 APPLY LIME AT A RATE OF 5 LBS. PER 50 SQ. FEET WHEN EXCAVATING PIT. BREAK RETURN AND COMPACT LOOSE 3N x30x3 (ADJUST FOR ACIDIC SOILS) OR AS RECOMMENDED THROUGH AND LOOSEN ALL EXCAVATED MATERIAL TO se 25.0 IN SOILS REPORT HARDPAN (REMOVE AS PLANT PIT TO ESTABLISHED 245 6.3 NECESSARY TO FACILITATE PROPER DEPTH PRIOR TO 4, ADD 6 INCHES OF PLANTING SOIL TO EXCAVATED BED AND ROTOTILL INTO EXISTING SOIL. DRAINAGE) PLANT PLACEMENT 5, PLACE ADDITIONAL PLANTING SOIL MIX TO RAISE CENTERLINE OF ENTIRE BED 6 INCHES B ROOTBALL PIT `° °05 1 ABOVE FINISHED GRADE FOR SEASONAL COLOR /BULBS AND 4 INCHES FOR PERENNIALS. IF 3s0 12.6 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 CONCERN,$ IN TERMS OF PLANT SURVIVABILITY OR WARRANTY. 2, CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OF ANY PLANT DAMAGE EXPOSED BY, OR INCURRED DURING, PLANTING PROCESS. TREE STAKING OPTIONS SEASONAL BED FRONTS A SHRUB OR GROUNDCOVER BED, MATCH THAT BED'S HEIGHT AND 21 SECTION N.T.S. �2� SECTION CONTINUE POSITIVE SLOPE TOWARD BED PERIMETER. 6, EVENLY SPREAD FERTILIZER AT A MAXIMUM RATE OF 2.5 LBS, PER 100 SQ, FEET AND RAKE NOTES: NOTE: INTO TOP 3 INCHES OF SOIL. USE SLOW RELEASE PRODUCT, SUCH AS BONEMEAL OR BULB FOR PROPER PLANTING PROCEDURE BOOSTER. ALSO, ADD SMALL AMOUNT OF FERTILIZER INTO BOTTOM OF HOLE, DO NOT USE 1. SET TREE PLUMB PRIOR TO STAKING. OF PERENNIAL BEDS, REFER TO "SEASONAL ANIMAL MANURES, COLOR, BULBS AND PERENNIAL PLANTING 2, ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD SEQUENCE" NOTES. n1 n KIT- nr n nnr.l n 1 nn1 nn 7n1 a nn n n c•nenlcen oeI meter Inln[rx n fen co n r+lnlr cuntn7nr AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER - Vl91Y 1 VI- 11tJV1Y/ 4K.. ,- ,�r_....a r, �„�e.,., ..,, �.., /• .... �,...�..... ..•.... r . • •r.,- ,•..,r • �.., ..• . •...••......,• HOW •. THE SUPERVISION OF THE LANDSCAPE ARCHITECT. ON PLANS, AS A GENERAL RULE OF THUMB, SET BULBS 2,5X DEEPER THAN THiER DIAMETER, BULB DEPTH 3, DO NOT ALLOW AIR POCKETS TO FORM WHILE BACKFILLING. (BELOW FINISHED GRADE) 4. IMMEDIATELY SOAK PLANT WITH WATER, CROCUS 5" 5. SEE IRRIGATION PLANS /DETAILS /SPECIFICATIONS AS THEY MUSCARI 5" RELATE TO THIS INSTALLATION. TULIPS 8" HYACINTHS 8" DAFFODILS 8" IRIS 8" 8, EDGE BED AND MULCH AS SPECIFIED, 9 WATER THOROUGHLY, SPECIMEN SHRUB _ SUPPLEMENTAL LANDSCAPE NOTES LD -oo3 DRAW NGS)IED ON j TRENCH EDGE AROUND ENTIRE A l MULCHEDREA TO BE 21 jGeneral Purpose Low - Wattage Mini Floodlight, Floodlighting Lamp Included TFM Ideal for signs, flags, building facades and landscaping. Catalog Number Example: TFM 175M RB 120 LPI Contour Series' 'zed I 1 ! I. f t iN EMA Distribution Voltage 0 P t ions /A cress ories e '4Designation ! NIGH PRESSURE SODIUM RB 120 SCWA Super CWA pulse tt 35W TFM 35S' RG 2085 sun ballast 150M / - 50W TFM SOS' TAI 2401 only (TB std.) low TFM 705 271 LLRPSL Low loss reactor t. ' t00W TFM t00S pulse sGlrt ballast F 4801 15oW TFM 1505 fed (150M 277V ady) 8r5) METAL HALIDE G4T SOW TFM SOM LPI standard on all TFM �`z€ low TFM 70M lixwr05. IOOW TFM toots Eor additional options and i50W TFM 150363 accessodez, see page 312. 175W TFM 77536 Features COMPACT FLUORESCENT 13W TFM 13DTT Housing Compact, heavy -duty construc- t 14W TTM 10DIT tion. Die -cast aluminum housing and front 26W TFM 26DTT Lamp/Fixture/Ballast Data' bezel, Bezel is removable via position - 32W TFM 32TR7 42W TIM 42TRT W u 9 11 W tight Ka TxT oriented, hinge -cam design. Lens is thermal HIGH PRESSURE SODIUM (MedVear) RD RG TA and shoCk- resistant, clear tempered 35 RNP 15 6.8 5x6 4x3 7x6 glass. Standard finish is dark bronze polyester powder. 50 RNP OR XHP 15 6.8 5x6 4x3 7x6 70 RNP ORxHP 15 6.6 5x6 3x3 7x6 Optics: Hydrofonned,anodizedaluminum, NOTES: 100 RNP OR XHP is 6.8 1x6 4x3 7x6 faceted parabolic (RB, RG) or die - formed 1 12ovwy. 150 RNP OR XHP 15 6.8 5x6 4x4 7x6 z Imnrv«vy (TA) construction provides high efficien- 3 Maybe «darcdwim METAL HALIDE (Med(100pMog(175) 1Clea1) Gies. Medium -base lamp is included. SGWAmtItRSL. so .ANP 75 6.8 516 4x4 7x6 4 IAQaribuaonna Ballast Ballast is high - reactance, high - eemma,wah 175n4ar 70 xl {p 15 6.6 5 x 6 4 x 4 7 x 6 c Paalaaaresx.N too XHP is 6.8 5x6 4x4 7x6 power factor for 50 -t00W metal halide or lamps.. 175 CWA 15 6.8 5x6 3K3 - sc°naw,l (°y7a constant wattage autotransformer for ov.awiktymcanada. FLUORESCENT 115W metal halide. Ballast is reactor 6 OptnrolMWtiaap ae114u 73077 NPR Electronic 7 3.1. 6x6 - - nm.2oe.2m 2nv.n2o. _ _ normal- over factor for high pressure n7.3jvinc°node.I 18077 HPF- Electronic 7 3.1 6x6 sodium pXHP available). Ballast is copper 7 Co. eaaa<: 260TT HPF - Electronic 7 3.1 6x6 = _ Lots 32TRr HPF- Electronic 7 3.1 6x6 wound and 100% factory tested. UL 1029 42TRT HPFAI.Cronic 1. 3.1 6x6 - - listed. Electrical components are mounted CANADIAN 6HiPMENTS:M1M to the cast - aluminum housing, promoting CSA,,"'"ix w coral o9 mbar =I,I . F, 11.1 maximum heat dissipation. For 0 hertz �an9�x°" =eit&z. availability, consult factory). Installation: Die -cast aluminum W NSPM STANDARDPACKAGING threaded mounting knuckle is standard. )Maas ship c Tklk, h rlrul calms Steel painted mounting yoke optional. only. fxanple: ipy D) TFM 175MRB/N LPI Above horizontal aiming capability (u calms of 1 r axe) card. All external screws are treated d for for corrosion resistance. Auessoties ship s Nralcly. Socket• Porcelain, medium -base, horizon- tally- oriented (RB, RG) or vertically- orient- Apdimens5onsar :inLnea(camima,en) ed (TA) socket with copper alloy, nickel- "55O """' p o1i d plated screw shell and center contact. UL I a J listed 1500W, BOON. DIMENSIONS a p EPA: so.xTas.,) a Listings: UL listed suitable for wet loca- Hegn: 1o;v(26.77 tions. IP65 listed in accordance with stan- wiah: 1W4'RM) Depth: 6Y,- (17.2) dard IEC 529. Listed and labeled to com- ` lout 6314 -3 ply with Canadian Standards (see op- tions). 261 f AL/ W17.1VIA UOf/r7N0 PsO6 NOTES: I. CONTRACTOR TO REFER TO SUPPLIER FOR ORDERING, VERIFICATION OF BOLT PATTERN AND GROUNDING REQUIREMENTS. 2. FINISH COLOR SHALL BE BLACK, 3. MANUFACTURER: LITHONIA LIGHTING, CONYERS, GEORGIA. 4. SUPPLIER: ILLUMINATION CONCEPTS AND SALES, RICHMOND, VIRGINIA; 804.358,2300 FLOODLIGHT (H) r , pole Slralt Sze (mnx -ft) Watl Thick. 0m7 Gau90 80 mph Max w1. Alrl�� Max sv1. loo mph 1111= (1511...- 11111 = 11111 = 11111 -= 11111-= lllil- =IN11= ,,,,11411 = II-= IIIII= 11111�II111 -= (1111- �{I511= =11111 =i()1= !1111 = -1111= ,i (+l- �ftll- REFER TO ROOTBALL PIT--J DETAIL SHRUB PLANTING LD -007 ROOTBALL O.C. SPACII CROWN BED IN CENTER TO PROVIDE POSITIVE DRAINAGE 12" MULCH LAYER TYP. (AS SPECIFIED) Ex` OPTION A: VERTICAL STAKING - VERTICAL STAKES TO BE PLACED OUTSIDE LIMITS OF TREE PIT, 2 STAKES AND GUYS 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 C: GUY WIRE STAKING - 3- #14 GAUGE SOLID WIRES TO 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 R S R_r DETAIL o TREE PLANTING "OYES: N.T.S. 21 % SECTION NOTE: PROVIDE CORRECT NUMBER TO ACHIEVE WALL DISTANCE FROM FRONT OF BED HEIGHT SHOWN ON PLANS (UNLESS OTHERWISE SPECIFIED) *6 "x6" SALT TREATED TII 3/8" X 12" t SPIKES (TYP COARSE AG OPEN GRAD 4' TIE BACI SPACED 6' COURSE (FL 1" BATTER I 4' X #3 REB j BED WIDTH PLAN It O.C. SPACING PERENNIAL SOIL MIX (AS SPECIFIED) TRENCH EDGE; TYP, r FINISHED GRADE meWll�iU�� - -�ll�lll- IIIII -= 1111 = 1111114111 (1111 -= 11111 - =11111 11111= 11111 =11 CULTIVATE SOIL WITH _ ROTOTILLER BELOW SECTION BREAK THROUGH ANY SOIL MIX AREA TO A EXISTING "HARDPAN" DEPTH OF 6 -8" AND REMOVE TO PROVIDE UNDISTURBED SUBGRADE GOOD PERCOLATION AND POSITIVE DRAINAGE PERENNIAL/ ANNUAL BED PLANTING. LO-006 SECTION N.T.S. 21 PLAN /SECTION ('alaby NumOet TYPu FEATURES ]]] SHAFT - Weldable- grade, hot - rolled, commercial- quality carbon steel tubing with a minimum. yield of 55,000 psi (11- 9suge), 50,000 psi 17- gauge!. Uniform all thickness of .125' or .188 ". Shafts are one -piece with a longitudinal electric resistance weld. Uniformly square in cross - section with flat sides, small corner radii and ex- Anchor Base Poles cellent torsion. Available shaft widths are 4 ",5 'and 6. ANCHOR BASE - Fabricated from hot - rolled carbon steel plate that meets or exceeds a minimum yield strength of 36,000 psi. The an- chor base is provided with slotted holes. i HANDHOLE -A rectangular reinforced handhole rim having nominal SQUARE STRAIGHT STEEL dimensions of 3" x 5" for all shafts. Included is a steel cover with to- to3 9' mounting attachment screws. GROUN01NO -A nut holder located immediately inside the handhole rim is provided with a 1/2'- 13 UNC ground bolt and nut. ANCHOR BOLTS - Top 12' galvanized per ASTM A -153. Made of 3/4' or 1` diameter steel rod having a minimum yield strength of 55,000 psi. A . HARDWARE- Fasteners are high- strength galvanized zinc- plated or 'stainless steel. TOP CAP - Weatherproof, high - strength plastic cap provided with \ all drill -mount poles. I.Other FINISHES - Dark bronze IODB) p o lyester powder standar I' - arc hitectural colors available. + RASE COVER - Automotive -grade ABS plastic full -cover finished to ° match pole. -�•' 11- C i ORDERING INFORMATION Example: SSS305GDM19006 Choose the boldface c..1.9n monclaNra l4, bast suits your needs and write it in,he appopiate blank. SSS _ Shaft type Nominal mounting Nominal shaft base size/ Mounting' Options , height wall thickness Tenon Mounting Architectural Colas (powder finishll sss f0 -39 feet ISea back pogo.) PT opentop Standard Colors (Sea beck page3 T20 2 -Y8' 0.0. (Z' NPS) DOB Dark bronze T25 2.7/8'0.0.(2- 112NPS) DWH While Sh sh Bolt Boll Bass Aaclla Wdellouso lempl& T302 3- 112'0.0.13'NPS) DBL Black Base C "rde {igeuion Square 9011 ArxlKx Bolt Nutrdxr T35 4'O.D. 0- 112'NPS) Classic Colors Site A 8 C owipicn DeSmIxinl Drill Mounting OMB Medium bronze OM19x3 1 at go* DNA Natural aluminum 4'C 8.112' 2- 314' -4' 8' AUSSS -4C AO18.0 P150004 OM28x1 2at 180° DSS Sandstone 4'G 8.112' 2. 314' -4' 8` ABSSSAG A830.0 PJ50004 DM28 PN 2 at 1804 with one side DGC Charcoal gray V 10' -12' 3- 310' -4' 11' ABSSS 5 A036.0 PJ50010 plugged DTG Tennis green V 11` -13' 3- 318•-4' iZ-112' AOSSS G ABA PJ50011 03629x3 tat 90° DBR Bright red DM39x3 3a19e, OSS Steel blue OM49x3 4090° NOTES: GALV Galvanized finish 1 When ordering canon mounting and drill mounting far the same Pole, follow this %ample: DM281T20. 2 3.12' atd 4• tenons availW. on 5• and 6` shahs only. 3 The ehimngw"'lateroba used for a Pankow lununaira dopwdson the lumiwira mat is ased. Drilling Tomplalo Dulling lot Raolace•r.kh R terenc«NumMr timing're r°i ez IMPORTANT: 1 I ORCGIESI -13- va poles Without having furores installed. 2 T SESI, . Factory -supplied templates must be used when sw6ng anchor bolts Lithonia will 3 3 KREI, KRES2, KSESI.ORCGT,ORDG2 not accept clannl a incollect anchorage placement due tg lailaeto use Jaetoty 4 a KREI, KSES2, ORCt.ORC2.ORO1.OR02 template. Blank 5 All ocher Lot-ia Area luminaires elipolesa toted oUSide, all ploleetive wrapping must be removed immadialely rfefar ro 'laclu,ical Date Section of o.Woe, Pinch, for D"oo'p lamplaras. to Drevenl fim5h damage. 4 Additional archincwral colon available; sae palm brochure. °lilhonais not lesponSi6le for mefoundalion design. OrA LImAgiv /A Lza"rlwG 135 -POLE ARCHITECTURAL OUTDOOR LIGHTING NOTES: I. CONTRACTOR TO REFER TO SUPPLIER FOR ORDERING, VERIFICATION OF BOLT PATTERN AND GROUNDING REQUIREMENTS. 2, FINISH SHALL BE BRONZE. 3. MANUFACTURER: LITHONIA LIGHTING, CONYERS, GEORGIA. 4, SUPPLIER: ILLUMINATION CONCEPTS AND SALES, RICHMOND, VIRGINIA; 804.358.2300 PARKING /STREET LIGHT POLE Square Straight Steel 4 ", 5" or G' Shalt Width. 10' to 40' Mounting. Only 4" Accepts KKS Series Luminaires (PT) Ordering Information: Seepage 287 TECHNICAL INFORMATION LDA IAA w„1, 19 nn<t Catalog Nulnbcr Nom ".W. hL(ft) pole Slralt Sze (mnx -ft) Watl Thick. 0m7 Gau90 80 mph Max w1. 90 myh Max sv1. loo mph Max. wl )tun Carla on] 11u11 5ra (aaxuixml AyprOx. I0-1. fast SSS f01C !0 0.1g11 0125 13 30.6 765 779 595 189 473 8-9 314 x 18x3 IS S5S 12 4C 12 To 12A 0.125 Il 24.4 610 183 410 14.8 310 8 -9 314%18x3 90 sssilic 1/ 4.k 14.o 0.175 11 1'19 490 15.1 778 11.7 293 8 -9 + 31 x18z 3 1 00 SSS%4C 16 4.ox I6o x125 11 15.9 390 11.8 a$ 8.9 223 8 -9 314 x 18 x3 115 $55184: 18 4.0x18.0 0.175 11 12.6 315 91 230 61 169 a 9 314 x1ac3 175 SSS N4C 20 to 20.0 0.125 Il 9.6 240 67 167 /S 150 a -9 3A x 18x3 140 SSS N /G 20 4.0x20.0 0.180 1 165 415 1725 710 9.3 240 a 9 314 x 30x3 190 SSSNSC ZO SOxZO.o 0.125 11 17./ 443 721 343 9.1 235 W42 1x36 .4 385 SSSN 5G 20 5.0x200 0.188 1 Ze.1 103 VA 535 16.2 105 1012 1%36x4 265 SSS2f4C 25 4.0x25.0 0,125 11 4.3 150 2.6 100 1.D 50 8 -9 31 /x10%7 170 5SS25+G 25 0x25.0 0188 1 108 210 1.1 188 S4 135 a 9 3N x30x3 245 s%n se 25 se 25.0 0.125 it 9.8 245 6.3 1st 3.7 156 to -12 I"3 4 225 SSS 255" 25 SOx25.0 al" 1 No 3s0 12.6 350 9.0 250 W -12 1x36 % / 320 SSS 7016 30 4.0.30.0 0.188 7 G4 10o 4.0 1o0 2.3 58 a 9 74.30x7 295 sss)a sc 30 501 No 0.125 11 4./ 150 20 50 - - 10.11 1.36x/ 265 SSS IOSG 30 50x340 0.188 1 147 767 61 141 3.9 100 -1 10-1? la x/ 36 3W SSS346G 30 6.0x300 0.188 7 15.1 392 10.2 157 6.4 160 11 -13 1x3614 Sl0 SSS $556 35 S.Ox 35.0 0.188 1 S.9 150 25 500 - - 10 -12 1136x4 410 5553566 35 6.0.75.0 0.188 1 9.5 217 so ISO 1.0 SO 11.13 )x361+ 5+0 5553966 39 60x39.0 0.100 7 S.1 120 13 3J - - 11-13 1%36x1 605 NOTES: M,r irg Arsargomeru:(PT)ONy OpenTOp4- pdeoccepts KKS:(T2012.38'D.D.(2 NPS) Orin Mounlim} (03619) t lix<uro et90•: (OM28111ia1aea et 180' Op6ans:seepoge298, &ecW n:5eepage 299. Pole Data Shaft Bolt Bolt Anchor Warehouse Base circle pr ojecti on Base Bolt Anchor Bolt Template size A B square description description number 4C 8.1Z 2- 314' -4' 8' ABSSS-4C A818.0 P)50004 4C, 8 -112' 2374'-4' S ABSSS -4G .0830.0 PJ50004 5' 10' -12' 3. 378' -4' ill ABSSS -5 AB3" PJ50010 6' 11' -13' 3.lAr -4' 12 -1r2' ABSSS -6 A836 -0 PJ50011 _B j• °z1_J% i u Anchor Base Poles SSS Features Shaft Weldable grade, ho[- rolled, commer- cial- quality carbon steel tubing with a mini - mumyield of 55,OpQp�i (11- gauge), 50,000psi so 25'or nifo f.t - u e.0 rni allthicknes w 7 a 9 (8 .188. Shaft is one with a longitudinal, electric, resistance weld. Uniformly I y square incross- sectionwith flat sides, small corner radii and excellent torsional qualities. Avail- able shaft widths are 4, 5 and 6 inches. Anchor Base: Fabricated from hot- rolled carbon steel plate that meets or exceeds a minimum -yield strength of 36,000 psi. The anchor base is provided With slotted holes. Anchor Bolts: Top 12' g:.ivanized per ASTM A -153. Made of 31i or 1• diameter steel rod having a minimum -yield strengthof 55,000 psi. Ground) n S Nut holder d immediately inside handhole rim is provided with a 'h" X13 UNC ground ^nit and nut. Handhole: Rectangular, reinforced handhole rim having nominal dimensions of 3'x5' for all shafts. Included is steel cover with attachment screws. Hardware: Fasteners are high- strength, galvanized zinc- plated or stainless steel. Top Cap: Weather - proof, high - strength plastic cap is provided for drill mount poles. Finish: Dark bronze polyester powder paint (DDB) standard; optional polyester powder paint finishes available. Base Cover. Full -base cover finished to match pole. Note: If pot" are stored outside, all protective wrapping must be removed imm4roa ofy to Prevent Finish damage. NOTE: Ins! )lotion reyur grout ,e loo Packed under base to sure lull with loumbtion Fa <rory.suyp8ed nmPlmas nnrsl be ¢ bd when -�- _ _ a nvlar bun u. 4daNuwN „vr uccuy,clunn lo, inxvr 1u,u.1 raJu T� ylnca Jrem,AN to lmlweto use LNw,ua lac,ory - A Do rat erect poles wiih -, hav',rg lixturos imwllad. fA ZI/OZI 4I01MWO PsOl 295 NOTES. 1, CONTRACTOR ITO REFER TO SUPPLIER FOR ORDERING, VERIFICATION OF BOLT PATTERN AND GROUNDING REQUIREMENTS. 2., FINISH SHALL BE BRONZE. 3, MANUFACTURER: LITHONIA LIGHTING, CONYERS, GEORGIA, 4, SUPPLIER: ILLUMINATION CONCEPTS AND SALES, RICHMOND, VIRGINIA; 804.358.2300 STREET LIGHT POLE TECHNICAL DATA CONCRETE SEE DETAIL 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 x✓vivlrnv l Lt.,/ vvvcrrtnvl (TO 95% ASTM D698 MIN,) TIMBER WALL AT_HVAC PADS N.T.S. 21 DETAIL LO -004 N.T.S. 3E NOTES: nLr Gn 1%.,' nW'J I L3r%LL rl I DETAIL TREE PLANTING ON SLOPE TREE PLUMB PRIOR STAKING PRUNING IS RESTRICTED THE REMOVAL OF DEAD BROKEN BRANCHES AND LL BE PERFORMED UNDER SUPERVISION OF THE JSCAPE ARCHITECT GUYING DETAIL CONSISTS ? GUYS,SET 1200 AROUND JT PIT ON "UPHILL" SIDE IPACT EXCAVATED SOIL =ORM ROOTBALL PIT DOWNHILL SIDE OF TREE ICH EDGE AROUND RE AREA TO BE MULCHED LD -005 SECTION N,T.S, l i I I I j t l I l i p PLAN } X NI< NOTE: CONTRACTOR TO REFER TO MANUFACTURER FOR VERIFICATION OF BOLT PATTERN AND GROUNDING REQURIEMENTS, \ 0 /SHAFT FINISHED GRADE �- 4- 3/4 "X18 "X3" HOT DIP GALV. L -TYPE ANCHOR BOLTS; REFER TO MANUF. SPECS FOR BOLT PROJECTION RANGE 4- #5 BARS, 4' -6" LONG CONDUIT; TYP. 8- #4 TIES; 2" MIN. CLEAR SURROUND; TYP. 3 00 3" O.C. -TOP 5012" O.C. - REMAINING \�- COPPER GROUND; 1' MIN, 3000 PSI REINF, CONCRETE --COMPACTED SUBGRADE ��%�20 '4 � SECTION LIGHT POLE FOUNDATION N.T.S, 21 ) PLAN AND SECTION SCALE 21 MANUFACTURER SPECIFICATION SHEET N.T,S. 21 MANUFACTURER SPECIFICATION SHEET N,T,S, 21 fwiANUFACTURER SPECIFICATION SHEET N.T.S. AS SHOWN Date: 12/14/01 Project No.: 0110 ISSUE FOR CONSTRUCTION SWE ,191 Ej 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. .TN O 4; L�0 r +J STEVEN L. DRIVER ? 4. NO. 019933 A0� r �,W sss /4NAL E�G��a Revisions: 1.02/20/02 ACSA COMMENT'S 2.02/28/02 County Comments 3.03/26/02 County Comments Scale: AS SHOWN Date: 12/14/01 Project No.: 0110 Designed: SWE Checked: SLD " Cn 0 H p CZ C7 .al � � x w � a V W H c1� Revisions: 1.02/20/02 ACSA COMMENT'S 2.02/28/02 County Comments 3.03/26/02 County Comments Sheet No.: Scale: AS SHOWN Date: 12/14/01 Project No.: 0110 Designed: SWE Checked: SLD " Sheet No.: FRAME & COVER NOTE.: (SEE TYPICAL MANHOLE DIMENSION C FRAME AND COVER DETAIL) - STREET SURFACE OR PLAN NON -PAVED AREA SLOPED AREA 23 3/4" ° ` V -0" MAX a 2' -0" ° VDOT RIGHT -OF -WAY SHALL BE "WEDG -LOK" TYPE AS INDICATED RUBBER COATED STEEL 1 3/8" STEPS OR APPROVED 3' -0" MIN EQUAL CAST IN PLACE TRENCH SHALL BE SCRAPED 11 : D. PRECAST REINFORCED a' 12" MIN 11 1/40 CONCRETE SECTIONS 16" MAX OR A 4" BEDDING OF NO. 68 "0" RING SEALS 45 MINIMUM ELEVATION 5" 4' -0" D; DIFFERENCE ACROSS M.H• STONE SHALL BE PROVIDED FROM INLET TO OUTLET OR APPROVED EQUAL SHALL BE 0.20 FEET. 3' -0" CJE VARIES F 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE DEPTH OF FLOW CHANNEL' 1• WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE TO BE 3/4 DIAMETER ; 3' -3" OF CONTRIBUTING SEWER.1211 - -�- ,�2•• BEDDING OF NO. 68 STONE A FILLETED INVERT FOR A SM LATERAL PIPE SHALL BE 0.2' HIGHER THAN THE TOP. (CROWN) ELEVATION OF THE THE TRANSITION OF FLOW BETWEE 0.10 & OUTLET PIPE SHALL BE PROVIDED. 22 1/4" 1 1/4" MIN, 6" BEDDING 8" W/ NO. 68 STONE NOTE: 4 3/8" 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS, 2. THE CONSULTANT WILL DETERMINE WETHER MANHOLES SHALL HAVE EXTENDED OR NON- EXTENDED BASES. 2. ALL SEWER SERVICE LATERAL CONNECTIONS INCLUDING THOSE CONNECTED TO MANHOLES SHALL HAVE CLEANOUTS AS INDICATED. 3• ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED. & GROUTED INSIDE AND OUT, 2.66 TYPICAL SANITARY MANHOLE ° SHOWING BRANCH TIE -1N 3, GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1/4" PER FOOT ) SECTION SOLID COVER SHOWN PERFORATED AVAILABLE IF SPECIFIED STANDARD LETTERS UNLESS OTHERWISE SPECIFIED TOP OF COVER BOTTOM OF COVER REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL 36 "MIN LARGER THAN 6" IN ANY DIMENSION 24 "MIN INTIAL BACKFILLx 8 "MIN (6" LIFTS) EMBEDMENT x THOROUGHLY COMPACTED SPRING LINE BY HAND OR APPROVED OF PIPE - MECHANICAL TAMPER HAUNCHING NO. 68 STONE - - - - - THREADED PLUG CLEANOUT ADAPTOR FINISHED GROUND 4 ADJUSTABLE VALVE BOX WITH LID. BINGHAM & TAYLOR FIG. NO 4905 OR APPROVED EQUAL VDOT NO, 21A STONE CLEANOUT -- 6., SECTION BEDDING 6" max 4" min 45 °0'0" FOUNDATION (SHALL BE MAIN LINE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE LID WIITH THE MARKING "SEWER" (ALL PIPE) CAST IN MINIMUM AVERAGE WEIGHT SUPER CAST, INC. O RING 190 lbs. MODEL NO. MH -RCR -2001 OR APPROVED EQUAL COVER 120 lbs. IN (LINE WYE -TEE PLUG END OF SERVICE LATERAL 310 lbs. 25 1/4" NOTE.: DIMENSION B DIMENSION C 1 %2" 3'1" PLAN 3'8" 2" 23 3/4" 5'0" 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT -OF -WAY SHALL BE 5' MIN. AS INDICATED ' MIN. 1 3/8" 23 1/2" 21,8 12' MIN, BACKFILLED ENTIRELY WITH NO. 21A STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED PROPOSALS WILL BE SUBMITTED. : D. 1 1/4" 11 1/40 AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 SEWER SERVICE LATERAL CONNECTION NOTES: 45 D 2.25 1 +i2" STONE SHALL BE PROVIDED 2,00 OR APPROVED EQUAL 7 1/2" 3' -0" -�-I I -•+- -a aia 3/4• �4 3/4• 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" 1• WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE 5' -6" 3' -3" I -�- -v2 - -�- ,�2•• BEDDING OF NO. 68 STONE 2' TO 10' LATERAL PIPE SHALL BE 0.2' HIGHER THAN THE TOP. (CROWN) ELEVATION OF THE THE 2.50 0.10 V -6" 22 1/4" 1 1/4" CONNECTION 8" 90 LOWEST PIPE CONNECTED TO THE MANHOLE, 4 3/8" 3.21 24 1/2" 2„ (270 °) 10" 3' -3" 2. ALL SEWER SERVICE LATERAL CONNECTIONS INCLUDING THOSE CONNECTED TO MANHOLES SHALL HAVE CLEANOUTS AS INDICATED. 45 33 1/4" 2.66 2.77 ° 3.16 3, GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1/4" PER FOOT ) STRAINER METER 0.32 18" MIN. 22 1/2 TYPICAL SEWER SERVICE LATERAL, UD_D0, TYPICAL SANITARY MANHOLE FRAME &COVER UD -004 TYPICAL SEWER PIPE INSTALL,PiION IN TRENCH UD_005 � CONNECTION 5' -8" 2 1/2" 11 1/4 WITH CLEANOUT 2.67 �8gd -` UD_018 N•T•S, PLAN AND SECTION COVER LIFT NOTCH 12 3/8" ` WATER CAST IRON LID PIPE SLOT BROOKS (2 PLACES) 2200 SERIES NOTES: 1. UNPAVED AREAS (PREFERRED LOCATION): PLASTIC BROOKS 2200 SERIES WITH 6" EXTENSION OR APPROVED EQUAL, 2. PAVED AREAS (ALTERNATIVE LOCATION): CAST IRON BINGHAM AND TAYLOR NO, 6015 -B OR APPROVED EQUAL, USE 6" OR BRICK AND /OR BLOCK TO INCREASE DEPTH TO 24 ". 3. FOR TOUCH READ METERS A 1 -3/4" DIAMETER HOLE IS REQUIRED IN THE LID. TYPICAL METER BOX (5/8" -1" METER DETAIL 0 v a �l T �I Z LI N in M PLACE 5' GALV. " WITNESS POST PAINTED BLUE TO INDICATE VALVE LOCATION AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL, FINISHED GRADE ADJUSTABLE VALVE BOX W/ LID BINGHAM & TAYLOR FIG. NO. 4905 (SCREW TYPE) OR APPROVED EQUAL WATER -M p 1 I q H P. LINE M.J. GATE VALVE 2500 P.S.I. CONCRETE :• ' ;•: ; a:'.: •, • a , • 2'x 2' BEARING THRUST BLOCK ° AREA NOTE: IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE UD -020 N.T.S QI U Tl METER SIZE DIMENSION A DIMENSION B DIMENSION C 1 %2" 3'1" 510" 3'8" 2" 31" 5'0" 3'8" 3" 5' MIN. 10' MIN. ' MIN. 4" 5' MIN. 12' MIN, ' MIN. GREATER THAN 4" PROPOSALS WILL BE SUBMITTED. B 'PICAL METER VAULT N.T.S. DETAIL SIDE VIEW 1.75" DIA. DRILLED HOLE FOR TOUCH READ UNITS. TOP VIEW 3" DIA. FLAT BEARING SURFACE UNDERNEATH 24 "x36" ALUMINUM ACCESS HATCH UD -0,6 ° a e , ° d e q ° e A 4 0 4 e °d ° (22.5" FOR COMPOUND METER) ° 17.5" b e O Q ° 6., 6" MIN. MIN. a a a ed 60" 36" N.T.S. PLAN AND SECTION �Iz a t a ° BYPASS NOTES: I. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT, 2, MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN -PLACE VAULTS SHALL BE 4 ". MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE 8 "• 3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED WATER PROOFING COMPOUND, TYPICAL METER VAULT_ - 2" METER �C / UD -025 N.T.S. W Iz - 3000 PSI CONC. BASE I BENCH SLOPED TO FLOW, CHANNEL 114" V MIN BRANCH ;.:. 2„ FLEXIBLE CONNECTION NOTE: � (- WITH STAINLESS STEEL ALL CONNECTIONS TO BAND o EXISTING MANHOLES SHALL BE CORED AND A FLEXIBLE TYPICAL SANITARY MANHOLE CONNECTION " BOOT " SHOWING BRANCH TIE -IN INSTALLED UD -002 PLAN N.T.S. N.T.S. DETAIL GOOD FOUNDATION MATERIAL INITIAL BACKFILL ROCKY FOUNDATION MATERIAL BEDDING 8 STONE x STABLE SOIL ROCK x SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION z UNSTABLE �+ INITIAL d a D 8" `" g" `„ g BACKFILL 8" SECTION 1 -1 SECTION 2 -2 SOIL MIN MIN kMIN IN o CERTIFICATION OF 95% o a' COMPACTION REQUIRED GALVANIZED STEEL BEAM, W12x14 (MIN, SIZE) a . 3' MIN. PENETRATION INTO -� UNDISTURBED SOIL, OR AS °'' APPROVED BY THE SERVICE AUTHORITY UD -0i5 TYPICAL THRUST BLOCK IN FILL AREA DETAIL N.T.S. / DETAIL PIPE :;. 120" VOL. a PLUGS (FT) VOL, SIZE NOTE: HYDRANT MUST BE CU.YD• CU.YD. WALL SLEEVES W/ H T L H KENNEDY GUARDIAN (K -81A) EQUIPPED WITH CHARLOTTESVILLE THREADS 90 2.50 WATERPROOF SEAL BLOCK 18" MIN. : D. 1 1/4" 11 1/40 MUELLER CENTURION (A -423) WHICH IS THE LOCAL STAN ARID. 45 D 2.25 2.64 0.15 2,00 OR APPROVED EQUAL LENGTH OF BRANCH VARIE 3' -0" 2' -3" 22 1/2 TEST 2.00 2.52 0.10 5' -6" 3' -3" 3' -0" 6' MIN 2 1/2' 11 1/4 2' TO 10' 2.00 2.50 0.10 V -6" 2` -8" 1 1/4" CONNECTION 8" 90 3.66 a . 3.21 0.48 2„ (270 °) 10" 3' -3" 8 45 2.66 2.66 2.77 ° 3.16 2.91 STRAINER METER 0.32 18" MIN. 22 1/2 1.66 2.16 2.69 0.13 7' -6" 3' -3" 4' -0' 5' -8" 2 1/2" 11 1/4 1.66 2.16 2.67 �8gd -` D• ' • ' 72' MIN. 7 CU. FT. GRAVEL 90 18" VALVE BOX 3.83 3.42 0.83 2 1/4' Pin 10" 4' -6" 10" & 12" 45 3.33 3.58 2.95 0.43 3.83 4.00 2.83 0.52 6 "MIN. 22 1/2 2.33 2.58 2.86 0.24 6' -0' 7' -3" 2 1/2" 11 114 1 1.83 6 "MIN. *LAYING LENGTH (MIN) 18" MIN. 6 "MIN. 1 0.18 3" STANDARD METER: 19.25" ° 6" GATE 3" COMPOUND METER :24.25" . 6 „M 3 IN o VALVE 12., X 6„ ° D 6" TEE 2500 P.S.I. CONCRETE o 24" X 36" ALUMINUM ACCESS HATCH BASE AND THRUST OVER METER AND TEST TAP BLOCK AGAINST D UNDISTURBED STABLE :.o °.• a . D :''. :.::.. Q'..D,• °.'...o;:. D STEPS SHALL BE RUBBER COATED TEST CONNECTION SOIL. STEEL PILE STEEL, WEDG -LOK AS MAN. BY DELTA COUPLING ° a , PRODUCTS OR APP'D• EQUAL 2" GATE VALVE DRESSE 12" W/ THREADED a ' ° 3/4" THREADED RODS TO WHEN THE SOIL IS DISTURBED OR WHEN MAIN IN ALL INSTALLATIONS. A HYDRANT IS LOCATED IN A FILL, ANCHOR RODS SHALL BE GALVANIZED a 36" MIN, COUPLING CONNECTIONS ; : THE VALVE TO THE HYDRANT WITH 2 -3/4" OR ASPHALT COATED 54" MAX. METER THREADED RODS IN ADDITION TO POURING 2" GALV. PIPE CONCRETE. IF NECESSARY, A STEEL PILE D STRAINER SHALL BE USED AS ADDITIONAL SUPPORT 60" MIN. 12" MIN. 115 "MIN4 �� a�° a -.'. 30" MA , BLOCK „MINI BLOCK NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. NOTES: 2. MAINTAIN A 3' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 1. MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN -PLACE VAULTS SHALL BE 4" 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. MINIMUM WALL THICKNESS FOR VAULT CONSTRUCTED OF MASONARY BLOCK SHALL BE 8 ". 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 2. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED WATER PROOFING COMPOUND. 3• PROVIDE A FLOOR DRAIN WITH A 2" DRAIN PIPE RUN TO DAYLIGHT OR INSTALL A SUMP PUMP. IN EITHER CASE THE FLOOR OF THE VAULT SHALL SLOPE TO THE DRAIN OR SUMP. TYPICAL METER VAULT - 3" METER DD_D,7 TYPICAL FIRE HYDRANT ASSEMBLY UD_014 N.T.S. DETAIL GOOD FOUNDATION MATERIAL INITIAL BACKFILL ROCKY FOUNDATION MATERIAL BEDDING 8 STONE x STABLE SOIL ROCK x SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION z UNSTABLE �+ INITIAL d a D 8" `" g" `„ g BACKFILL 8" SECTION 1 -1 SECTION 2 -2 SOIL MIN MIN kMIN IN o CERTIFICATION OF 95% o a' COMPACTION REQUIRED GALVANIZED STEEL BEAM, W12x14 (MIN, SIZE) a . 3' MIN. PENETRATION INTO -� UNDISTURBED SOIL, OR AS °'' APPROVED BY THE SERVICE AUTHORITY UD -0i5 TYPICAL THRUST BLOCK IN FILL AREA DETAIL N.T.S. / DETAIL PIPE DEGREE BEND DIMENSIONS (FT) VOL. TEE AND PLUGS (FT) VOL, SIZE OF BEND CU.YD• CU.YD. L H T L H T 8" 90 2.50 2.50 3.01 0.24 1 1/4" 11 1/40 10" 2' -9" 4" & 6" 45 2.00 2.25 2.64 0.15 2,00 2,25 ' 2.50 3' -0" 2' -3" 22 1/2 1.50 2.00 2.52 0.10 5' -6" 3' -3" 3' -0" .0.15 2 1/2' 11 1/4 1.50 2.00 2.50 0.10 V -6" 2` -8" 1 1/4" 8" 90 3.66 3.16 3.21 0.48 2„ 22 1/2 10" 3' -3" 8 45 2.66 2.66 2.77 0.26 3.16 2.91 2.66 0.32 3'-6"14'-3" 22 1/2 1.66 2.16 2.69 0.13 7' -6" 3' -3" 4' -0' 5' -8" 2 1/2" 11 1/4 1.66 2.16 2.67 0.13 3' -3" 3' -3" 2 1/4' 8" 90 4.83 3.83 3.42 0.83 2 1/4' 45° 10" 4' -6" 10" & 12" 45 3.33 3.58 2.95 0.43 3.83 4.00 2.83 0.52 5' -9" 22 1/2 2.33 2.58 2.86 0.24 6' -0' 7' -3" 2 1/2" 11 114 1 1.83 1 2.33 1 2.84 1 0.18 N.T.S. / DETAII #68 STONE -_ - #68 STONE O _/�� ` T J► STABLE SOIL OR ROCK STABLE SOIL OR ROCK NOTES: 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3, THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4, NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. . •. 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE CHANGES DIRECTION, 5• BELL HOLES SHALL BE DUG OUT IN ALL CASES. CHANGES SIZE, DEAD ENDS AND AT VALVES. 2. USE 2500 P.S.I. CONCRETE, 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT, 4 CONSULTING ENGINEER ALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL T RUST BLOCKS. IRON WATER PIPE 1. FOR BENDS 8" & SMALLER USE STRAP ON BEND WITH ANCHOR BOLT ON CENTER LINE OF BEND, 2. FOR BENDS 10" THROUGH 12" USE 2 STRAPS ON BENDS ADJACENT TO BELLS. 3. FOR 18" BENDS USE 3 STRAPS AS SHOWN, N.T.S. USE BRACING STRAPS ON ALL PIPE SIZES #4 BARS Ra 12" ON CENTER FOR 12" BENDS & LARGER B CONCRETE CLASS B ELEVATION PAINT ALL EXPOSED STEEL WITH 2 COATS OF BITUMINOUS PAINT, BEND PIPE SIZE A B C D E F N.T.S. 4 " -6' V -9" 2' -3" 2' -6" V -2" 2' -0" 1 1/4" 1" NOMINAL 8" 2' -3" 3' -0' 2' -6" 1' -6" 2' -6" 1 1/4" 11 1/40 10" 2' -9" 3' -9" 2'-6" 2'-0`13'-0" 2" 12" T -0' 4' -3" 3' -0" 2' -3" 3' -6" 2" � 18" 3' -6" 5' -6" 3' -3" 3' -0" 4' -6" 2 1/2' U 4 " -6' 2' -6" 3' -0' 2' -6" V -6" 2` -8" 1 1/4" 8" T-0' 4' -3" 2' 6., 2' -6„ 3, 3„ 2„ 22 1/2 10" 3' -3" 5' -0" 3' -0' 2' -9" 3' -9" 2" 12" T -9" 6' -3" 3' -0' 3'-6"14'-3" 2" 18" 5' -0' 7' -6" 3' -3" 4' -0' 5' -8" 2 1/2" 4 " -6' 3' -0" 6' -0' 3' -0" 3' -3" 3' -3" 2 1/4' 8" 3' -6" 6' -6" 3' -0" 3' -8" 3' -9" 2 1/4' 45° 10" 4' -6" 7' -6" 3' -0" 4' 3" 5' -0" 2 1/4" 12" 5' -3" 9'-0' 3' 3" 5' -0' 5' -9" 2 1/2" 18" 6' -6" 11' -0' f3' -9 " 6' -0' 7' -3" 2 1/2" FLAT STEEL STRAP CONCRETE THRUST BLOCKS WIDTH :DIM. "F° INSTALLATION & BEDDING THICKNESS OF FILLET WELD STRAP = 1/4" N.T.S. STANDARD HEX N.T.S. NUT 1/4" THICK PLATE WASHER 3" THREAD N 1" NOMINAL INSIDE DIA. 3/4" ANCHOR EXTRA STRONG /BOLTS STEEL PIPE PIPE BELL #4 BARS fo) 2" CONCRETE CLASS "B" ON CENTER FOR F 12 BENDS & LARGER SECTION CHART FOR UPPER NOTE: STANDARD 90° HOOK ON END OF ANCHOR VERTICAL BLOCKING BOLTS ,TO FACE CENTER OF BLOCKS. UD -013 CONCRETE THRUST BLOCKS VD•011 INSTALLATION & BEDDING UD -010 CONCRETE BLOCKING FOR UPPER VERTICAL BENDS UD -0,2 N.T.S. PLAN AND SECTION N.T.S. DETAIL N.T.S, DETAIL N.T.S. ISSUE FOR CONSTRUCTION I / %Ire 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. �EwLTH p ,mac O u Vol STEVEN L. DRIVER + jq0, 019933 i� SSIONAL,�G Revisions: 1.02/01/02 ACSA Comments Scale: AS NOTED Date: 12/14/01 Project No.: 0110 Designed: C1� Checked: SLD CIO � � F w V � H U F-� F-� W H c!� Revisions: 1.02/01/02 ACSA Comments Scale: AS NOTED Date: 12/14/01 Project No.: 0110 Designed: MOW Checked: SLD s MCKEE CARSON PRIOR TO PLACEMENT OF 12' TURN LANE 5' ASPHALT CONSULTING ENGINEERS NOTES: SURFACE MIX, MILL EDGE WALK LAND PLANNERS ARCHITECTS 1, WARNING LIGHTS SHOULD OF EXISTING TRAVELWAY BE USED TO MARK AND RESURFACE. , CHANNELIZING DEVICES AT ROAD WORK G20 -2A 0`5 GR -2 c 1 12' GORE AREA 12' 12' 301 East High Street NIGHT AS NEEDED. CG -7 �FIOULDER_ Charlottesville, VA 22902 1 MATCH X -SLOPE 1.5" SM -25.0 FULL S.B.L. N.B.L. RIGHT TURN -LANE 804- 979 -7522 MIN. EX. PAVEMENT 1,5" OVERLAY +/- 23.5' EXISTING ROAD PAVEMENT www.mckeecarson.com 2. CHANNELIZING DEVICES - ► SM -9,5A (VARIES) ARE TO BE EXTENDED TO a .' ;'• Z :. A POINT WHERE THEY ARE BLEND SLOPE INTO MATCH EX, MATCH EXISTING 0 0 \ o o \\ EXISTING GRADE X -SLOPE FROM o w I w X -SLOPE FROM VISIBLE TO APPROACHING ILLUMINATED FLASHING w Z '' Z / /// / / / W ( W OVERLAY; LAY; 0 FULL McKee Carson and Field Sport Concepts, Ltd. TRAFFIC. (AMBER CAUTION MODE} /,, 0 o TYPE B OR C °O $ �1/\ ? � > I I w > o \ \\ \ \ \ OUTLET plpE -. w 2.5' 1' 2,5' OVERLAY; TYP, p p o EXISTING �// / // // / / / / \ \\ ^�-�- cv `� I `� 2:1 MAX. ' �, / /// / / // // / /// , w w a I w a CG -6 FI( reserves its common law copyright and other TRUCK MOUNTED 0 PAVEMENT \�\ \ \ \ �� \ / \ \� \�r� \�/ % / \%% /// %%%�/%/" To/ ° ( SLOPE; TYP. ATTUNATOR 0 ILLUMINATED FLASHING �\ /� / /� / //\ / \ / //� j \� \ \\ \ \� \\ \ \ \�j \ \ \ \ \�` /� \ CG -6 : , %\ 00 0 0 0 0 0 0 o AMBER ARROW TYPE C _ , \ \ \� /� \� \Q /��\ VDOT /// /// �� // / /� \ \ / / \/ property rights in these drawings. All ideas, TRAFFIC CONES 0 1,5" SM 9.5A / \/ / \ \ \ /�/ / \ / \/ UD -4" , \ \ \ \ \ \� �\ \\ \ \ \ \\ \\ \ o \ \ \ \\ \ �/\ \ \ \\ \ \ ��\� /� designs, sections, details, and plans are the \ � / \ � \ , property y of McKee Carson and Field Sport ort \ 4" STONE, TYPE 5 BM-25.0 Concepts, Ltd. These plans are not to be NO, 21B 0 6.5" OF TYPE 1 NOTE: reproduced, changed, or copied in any form n 6" BM -25,0 6" BM -25.0 3" BM -25.0 co NO. 21B ALL PAVING MATERIALS TO MEET or manner whatsoever, nor are they to be W4 -2 W4 -2 5.5" GRADED AGGREGATE; COMPACTED SUBGRADFE; 5.5" GRADED AGGREGATE; 6" GRADED AGGREGATE; COMPACTED SUBGRADE "SUPER PAVE" SPECIFICATIONS TYPE #21A TYP. TYPE #21A TYPE #21A assigned to any third party without first ROUTE 631 FRONTAGE IMPROVEMENTS 2 ROUTE 780 FRONTAGE IMPROVEMENTS obtaining the express permission and consent 1 f either McKee Carson or Field Sport H SECTION N.T.S. NTS SECTION N.T.S. Concepts, Ltd. °° LANE ENDS 36' PRIOR TO PLACEMENT OF SURFACE MIX, MILL to 50' MERGE W9-2 EDGE OF EX, TRAVELWAY AND RESURFACE g _J LEFT 18' 18' 01 CO ��p�LTH p N.B.L. S.B.L. v UR -9 KEEP o +/- 23,5' EXISTING ROAD PAVEMENT 1.5" SM -25,0 FULL 24 0 26' LEFT ° MATCH EX. X SLOPE (VARIES) MATCH EX. X SLOPE OVERLAY, TYP, 29' z 21' w +C �, 0 FROM FROM Z � f; 2:1 MAX, w Z CL w z SLOPE; TYP. � � w � o w � � � FOC iu ST£NO 19933 �R RIGHT LANE � 2.5' 1' 2.5' �n a 20' -+ 20' CONC. WALK W20 -5 w w w w cv w 1 16, + �+ CLOSED I 0 r � FOC 5 C_ 5' 1' (SEE DETAIL) • p AHEAD Uw 0 I W 0_ CG -6 VDOT �j o C'v� CG -6 CG- ,TYP. TYP. .1 o / X2:1 MAX. ° WORK W21 -4 �c� 80 �°O 0�,a $`bo 00° `� 10 AHEAD SLOPE ° o o COMPACTED SUBGRADE; FUTURE ROAD ° °°o TYP, 6" BM -25.0, TYP. (PUBLIC) \/\ ��\/\/\'/%%/\%%/ / / \� � /� % / \� /�� % / / / \ /�� / //\ �D/\///\%///\ / / /j % /�� % / \ /%j`D / \ / / / / / /��SEE GRADING AND UTILITY 5.5" GRADED AGGREGATE; \ \\ �\ \\ \ \ \ \\ \ \\ \ Q , \\ \ \\\ \ \�\ O�O \ \\ \�\ \\ \� �\ TYPE #21A, TYP, ' / / /i.. / //. / /%, / //� / / /i. //r / / / / / /�� / /�� / //� /// / /� / / / / / /` / / / / /i�� / /� i\ \ i \ /ice \ /i\ � \� /i\ � /SHEETS FOR DETAILS; OUTSIDE LANE CLOSURE ON 4 WAY ROADWAY PD -28 3 ROUTE 780 FRONTAGE IMPROVEMENTS 4 ROAD "A" PLAN (TTC -14.1) N.T.S. SECTION N.T.S. SECTION N.T.S. U 5 1.5" SM -9.5A SURFACE COURSE - 1,5" SM -9.5A (SURFACE COURSE); 1 VDOT STANDARD (FULL OVERLAY) 1" SURFACE COURSE .5" SM -9,5A SURFACE COURSE- r r¢ VDOT STANDARD; TYP. VDOT STANDARD. VDOT STANDARD SM -9.5A (FINAL SURFACE) 2' 24' TRAVELWAY 5' SIDEWALK 2' EXISTING PAVEMENT SHOULDER �OQ�• ¢ �"', d` 5.5" BM -25.0 BASE COURSE- (A) (0 1.5" SURFACE COURSE CG -2; TYP. 13 5 m VDOT STANDARD 6" BM -25,0 BASE COURSE- \. 0 0 0o VDOT STANDARD (OR CONET STAGING) 5A SEE DETAIL 9 23 ��. oo�,° o 080 4.5" BM -25.0 BASE COURSE (B) o .-- 2% 23 2% --► °a °° �� V J \ \ 2:1 MAX. LO o S 0 5.5" #21A GRADED AGGREGATE ° °•' a .' a'.'. °•'•: �� \\ \O ao 080 `� 000` °° ° o BASE �n 2 /° -� ° " ° %/�`� / / G o $ 8 0 8" #216 GRADED AGGREGATE \� / \� \ ~ //� j \ \/ . ° .• ' \ \ \ \\ �` \ \ \ \\ \\` \ O\� / \� /� \ / \ \�\� T o ° a °° BASE o° ° � \� % \ \ %� \ %��/\�`� S'l oOC��R ° #68 AGGREGATE 6" COMPACTED \\ x,\ W � % AGGREGAT E E SUBBASE COMPACTED SUB GR AD E U) oo\ \ o VDOT #21A \ % \ PROPOSED 8" D.I.P. WATERLINE \ \� ° o ° \ \,\ ,z- -0 % / % / //% % r % % / % %� oo COMPACTED \ �\/� \/ �� '��\ / / %\/o /� /� SUBGRADE COMPACTED SUBGRADE A COMPACTED SUBGRADE // // /// F4 4.5" BM -25,0 (BASE COURSE); VDOT STANDARD: TYP. 8" #21A GRADED AGGREGATE; TYP, 5 ROAD "B" 6 ROAD "A" & "B" PAVEMENT 7 ROUTE 780 (OPEN CUT 8 ASPHALT PAVING (PARKING) SECTION N.T.S. DETAIL N.T.S. DETAIL N.T.S. SECTION N.T.S. 0 w 4" 4" FINISHED - 8" EXTRUDED CURB WIDTH VARIES V R =2" 2., 5„ GRADE CONCRETE TO BE CLASS A3 , v W 2" R IF CAST IN PLACE; 3000 PSI IF PRECAST. EPDXY IN PLACE TO 1ST LIFT 1/4" SAWED OR TOOLED 4" 2" H \/ 4 �% \ / \ /...D ° JOINT X 1 -1/4" DEPTH 2" RADIUS \ co / /// p. '.• . % /� \ / / / \ \ // // a .: 1" SM -9,5A (SECOND LIFT) LIGHT BROOM FINISH PAVEMENT °..'. ' °...' \/ ..:..• '. °.. DETAIL / r ° • 1.5" SM -9.5A (FIRST LIFT) 6 / SURFACE & BASE \/\ ., :. P '. - D '.... o ' . - . P '. (VARIES( _ .R' ° , '•° , : PAVEMENT \ (VARIES) 6 GRADED AGGREGATE SUB -BASE, VDOT TYPE #21A d a °: a °•' a THIS AREA MAY BE CONCRETE \� \ \\ \ \ \ \ \\ \\ SUBBASE AT OPTION OF CONTRACTOR 6" 24" / \D //\ �// % /// �j\�/ / /�l /// % \ \ / \/\ \/ \ \ \ o° �c AT OPTION OFYCONTRACTOR E 7" 24° `� \ \\ \\ COMPACTED SUBGRADE / / /�� /// %/ %/ /\ %% /\ /j �� /� %% °�O °C / CONCRETE TO BE CLASS A3 // oi" oL//\// �� \ /� /� \ \�/� \ / / \� / /Q /� \ \� \ / /� \�/ / %� %/ / \ IF CAST IN PLACE; j //\ / \ \ \ / / / / / / \� / \� \l // / / /�� \ /\\\\/j \�� / \ %\// /% �/ 4000 PSI IF PRECAST \/ \ CONCRETE TO BE CLASS A3 BOTTOM OF CURB AND GUTTER \ \ //\ \ \�/ \ \�� \ /� \�� \ \��\ /// / / %D/ IF CAST IN PLACE; MAY BE CONSTRUCTED PARALLEL BOTTOM OF CURB AND GUTTER %\ � / \ %�� //� /� / / / /j� / // / \� / \ \ \� \ \ ° \\ �\ \� \\\ 00 �� TO SLOPE OF SUBSURFACE CONCRETE TO BE CLASS A3 / / /..\\ / ` / \ \// 11,1\1 / / /// 4000 PSI IF PRECAST IF CAST IN PLACE; MAY BE CONSTRUCTED PARALLEL / % / \ /� \\ COURSES PROVIDED MINIMUM 4000 PSI IF PRECAST TO SLOPE OF SUBSURFACE \ \ � //~%/ �� / / / /��j� \ /� / / /� / \ \ / / / / /��j��j� [Z� 6" DEPTH OF 7" IS MAINTAINED. COURSES PROVIDED MINIMUM NOTE: DEPTH OF CURB MAY BE INCREASED OR REDUCED BY UP TO 3" DEPTH OF 7" IS MAINTAINED. IN ORDER THAT BOTTOM OF CURB MAY COINCIDE WITH TOP OF A COURSE OF PAVEMENT. OTHERWISE DEPTH TO BE 18" AS SHOWN. 9 VDOT STANDARD CG -2 CURB 10 VDOT STANDARD CG -6 CURB AND GUTTER 11 VDOT STANDARD CG -7 PD_a,i 12 EXTRUDED CURB PARKING 13 MONOLITHIC CURB AND SIDEWALK SECTION N,T.S. SECTION N.T.S. SECTION N.T.S. SECTION N.T.S. SECTION N.T.S. ADJACENT CONCRETE WALK WITH EXPANSION JOINT 1" RADIUS NOSE WITH SMOOTH TOOLED SURFACE. 1' 0.75' VARIES 6 OUTSIDE INTERMEDIATE 2" SMOOTH TOOLED EDGE (TYP.) RADIUS =3" SUPPORTS CONTRACTION 3000 TOOLED JOINT AT LOCATED AT JOINT LIGHT BROOM FINISH TO BE PERPENDICULAR - 4' -O" MIN. a v v a p i \�/ \ EDGE OF TOOLED RADIUS, I THE LOWER TO DIRECTION OF TRAVEL to STEP ADJACENT TO 2 2 \ /�\ D v TYP., BROOM FINISH BEHIND, ti THE (HALFWAY POINT Revisions:\ \ / \ \/ 1 1 �- \ \/\ \/ r o P ° OF THE RISE / / / / ,� #4 REBAR IN NOSING 1.01/30/02 General Revisions /'�\�\�\ \ /\�\ \ \ \ / \� \ \ /,�\ \ \� • o OF EACH TREAD 1.5" MIN. COVER 0.998 M M / / / / _ - a D O c!� bC W �\ \ \ \ \ \ \ '� \ .`•: EXPANSION JOINT( /2" PREMOLDED w \ \ \ \ \ \ \ \ \ \ p "-2 w - / / / / / / / _ o D`t� p rn _ 0.75' 0.75' �\ \ \/\ \/\ /\ \ EC 3 LINING `= I-� NON EXTRUDING ASPHALT F Da r \ \ \ ! / I i v . \� \\ 1" CC \ / _ � �� / /, \/ // / /�' /\i'/ TYPE A OR B I � ¢ :�- ¢ 6" 6" Vii.\ i\ i\ i �e ' p IMPREGNATED FIBERBOARD SEALED _ `S I I = I1 ( v OAF AS SPECIFIED II III • p WITH 1/2" DIA, ELASTOMERIC ¢ 1.5% CAULK BEAD (TO MATCH WALK ° COLOR) RECESSED 1/2" FROM INSIDE += lIl11�II v IIII�II _ SURFACE o RADIUS =3" `( 11 0 D ADJACENT 6., o IIII�(`I IIIII � o IIII� =4 III {t�IIIII(= �\ � CONCRETE M{IIIvI {' {lIl1= IINIVIIIII�III ,- SIDEWALK E SEE XPANSION JOINT DITCH WITH EC -3 LINING DD -004 P� `( _ SEE DETAIL: 14 � CONCRETE o�_J Cl) PLAN SECTION N.T.S. IIII��IIII1 = IIIII =lI1 {I =IIIII WALK I lv co �*� P 23 DETAIL �0FL :D 4 >- EXPANSION JOINT (MAX. 25' O.C.) (SEE DETAIL) 1- IIIII =I! = IIIII -= IIIII IIIII IIIII= _ \` Lq o�~ I=II ... CONTRACTION JOINT 6' O.C. MAX. IIIII --- IIIII --- ( {III IIIII `!IIl1I! a CONCRETE Scale: AS NOTED OR AS SHOWN ON PLANS. d v > . , • P . SIDEWALK DEPTH SHALL BE .1.25" OR 25% 1 I -I _ o o' , ' o ti ° ' ' ' = OF CONCRETE THICKNESS Date: 12/14/01 3000 P,S,I, CONCRETE (III -- -IIIII =lIII AT 28 DAYS - 1'_ ) g" 8' 1'_g l j ` ` l lI '� Project No.: 0110 MIN. CROSS SLOPE 1.5%; IIIll III lil (III II II I = IIIII =! AIR - ENTRAINED I MAX. 2% i % iIII� (III{ (. D `I `j ` #3 BARS O(-J 6" O.C. II •_ � (III -- =IIIII =IIIII N NOTES 4 j ( ( ` ( 0.75' 6" 6" 2 2 �% #4 BARS f1a 12" O.C. III IIIIIIIh IIIII�IIIII�I Designed: SwE • D.', • • •D'.', • • •D'.', • - - •D'.', • • • D'.', • -D'.', • • � � ce \� •v) 4 (4y j 1. CONTINUOUS WELD ALL JOINTS. CONTRACTOR SET RAILINGS 5" DEEP. / / / \� \��\ / / % \��\ \�� \��'�� /� \�O \�� IIIII =IIIII (III = II111 =IIlI TO PROVIDE SHOP DRAWINGS FOR APPRAISAL GROUT WITH QUICKSET �/ / / /� /\\\� \ //\ COMPACTED VDOT STD, ( 2. PRIOR TO FABRICATION. PRIME RAILINGS AND HYDRAULIC CEMENT IN 6" STEEL Checked: SLD COMPACTED SUBGRADE \ / /\� / / \ \ / / \\ / / \ \// �� /\\\ \� /� % %/� % /� % % / \� #21B STONE BASE �IlIlI == IlI4 I IiIIIIlIII PAINT WITH SHERWIN WILLIAMS ROOKWOOD SLEEVES 1/2" LARGER THAN "N COMPACTED I { =lI1I{ I,° -._°' - III1- IIIII= SHUTTER GREEN OR EQUAL AS APPROVED OUTSIDE DIMENSION OF POSTS. \ \�� COMPACTED SUBGRADE l _ BY OWNER. SLEEVES SHALL HAVE STEEL II JII =(III 3. SEE PLANS FOR LOCATIONS OF HANDRAILS. PLATE CLOSURES AT BOTTOMS SECTION ' '' /i� / / \ / //� / \� / /�\ \ %/� /� / / / 2 "x4" KEY j { 4. HANDRAILS TO BE LOCATED 3" CLEAR FROM EDGE 1/2" LARGER THAN OUTSIDE ��\ \ %�/ ��\ \ %`\/�\�/ IIIII (III = IIIII= OF STAIRS, DIMENSION OF SLEEVE WITH Sheet No.: EROSION CONTROL 5. ALL JOINTS TO BE WELDED WITH 1/8" RADIUS MIN. CONTINUOUS WELD. FABRIC NOTE: THIS DIMENSION INDICATES RISER PLUS VERTICAL VALUE OF 1,5% SLOPE ON TREAD. I-II 6. ALL RAIL ELEMENTS ARE 1.5" DIAMETER 'STEEL PIPE, PROVIDE EXPANSION JOINT WHERE STAIRS ABUT CHEEK WALLS ON SIDES. 1' 14 CONCRETE WALK PRIVATE 15 EMERGENCY SPILLWAY CHANNEL r16 CONCRETE STAIRS 17 TYPICAL HANDRAIL MUM PLAN AND SECTION N.T•S, SECTION N.T.S. SECTION N.T.S. SECTION N.T.S. I ISSUE FOR CONSTRUCTION]�# •2®� •� Of: 25 ASH 2X8 CAP, STAIN: DIRK. HUNTER GREEN, 2 COATS IF NEEDED 2X6 TREATED WD. NAILER, ANCHOR TO WOOD POST 4" X 4" TREATED POST 1X6 VERTICAL CEDAR PICKETS, STAIN: DIRK, HUNTER GREEN WASH FINISH GRADE FOOTING NOTE: NOTE: PACTED STAIN SAMPLE TO BE SUBMITTED \ /---- COM SUBGRADE AND APPROVED BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION BY CONTRACTOR 4 %; 2 STEEL POST W/ CAP COMPLETELY PRIMED AND PAINTED (ABOVE GRADE ONLY) WITH 3 COATS FLAT BLACK EXTERIOR GRADE ENAMEL 8" DIA. STEEL PIPE 0,5" GAUGE 7' LONG FILLED WITH 3000 PSI CONCRETE $ - 6" CONCRETE SLAB REINF. WITH 6X6- 6/6; TYP. 3,000 PSI CONCRETE FOOTING AT 28 DAYS COMPACTED SUBGRADE 95% ASTM D698 STD. PROCTOR DENSITY 8" 8" 8" IF IN FILL, OTHERWISE EXISTING SUBGRADE, 11 , 2' DUMPSTER BOLLARD_ DETAIL 4" 0. C. MAX 23 DUMPSTER ENCLOSURE 24 POOL FENCE ENCLOSURE SECTION N.T.S. DETAIL RT,S. REUSE EX. TRASH RACK WITH AQUATIC 100 YR STORM ELEV. 405,69 ANTI DEVICE. BENCH 10 YR STORM ELEV. 404.95 12.00 PROVIDE 2'' VORTEX x2' MIN. ACCESS RAISE EXISTING DAM HATCH IN TOP OF RACK. 2 YR STORM ELEV. 402.01 TO TOP ELEV. 408.2 RAISE EX. 48" CONCRETE — RISER TOP TO ELEV. 404,50 __7` --` - RAISE EMERGENCY "SPILLWAY FROM ADD 2 - 15" ORIFICES - 2EXISTING ------- °------ - - - - -- ELEV, 404,5 TO ELEV. 405.0 AT INV, ELEV. 396.50 DAM EXTEND STEPS AND VALVE STEM AS NECESSARY 396.50 2 // �� 2 5 STANDARD VDOT EW -1 NORMAL WATER LEVEL 396.50 ° � FOR 36" RCP / /'rte ,, /�-- IMPERVIOUS GATE VALVE 15 PERVIOUS CORE . EX, SCREENED INLET --- ---------- - - --j! ! -- .•-- ____-- _— __--- _____-- _----- - - - -1� — EX. 10" DIP --� -- ..____ _____________ _,Ij ------------------------------------ EX 30" RCP it'd --- _____________I I I I t�__,�= II %� --CUT OFF TRENCH / / �— .,.---------------- - - - - - I INV. 388.50 `-____ _________ 1 INV. 386.26 PLAN EXIST.ING EX. 2 - 84" x 84" CONCRETE ANTI -SEEP COLLARS. EX. CLASS I RIP RAP OUTLET PROTECTION o � PRINCIPAL SPILLWAY EC -1 SECTION N.T.S. I i r, HWAC_ PAD DETAIL PLAN 40' -0" X 80' -0" COURT 6X6 WWF #10 —� 4" CONCRETE (o) / 3000 PSI 4" COMPACTED GRAVEL BASE TYP. BASKETBALL COURT DETAIL BUILDING EXTERIOR WALL A/C UNIT; TYP, 3" - 4" THK CONC. PAD POURED IN PLACE BY G.C. OR PREFAB CONC, PAD BY HVAC CONTRACTOR SUBMIT LAYOUT FOR APPROVAL. 20.00' U. o :. a' ' o' ': ' . • °•' OUTLINE OF DUMPSTER (N.I.C.); TYP. C5 >: <• a 4" X 4" TREATED POST: TYP. DUMPSTER p LOCATION a" D 6" THICK CONC. SLAB :•':,�.•' ...•o .•: '. .o.. a ' •:.�.. a -. � °.'.�'� ...o :. "•• REINF, W/ 6X6 - 6/6, ° " a PIPE BOLLARDS; TYP. INSTALL GATES IF a' REQUIRED BY COUNTY/ �..• a• : D: Q .' OWNER ..a.v'.'. a , . q .:'D.: V • . ' .V'• :. PROVIDE 6" THICK CONC, SLAB IN FRONT OF °. a'.v..4 - :O 4' °'v'• .',v DUMPSTER PAD FOR TRUCK LOADING /� (SEE CIVIL DRAWINGS FOR DUMPSTER PAD EXACT TERMINUS LOCATION) SCALE � PLAN 2 #4 REBAR TOP AND BOTTOM; 2" CLEAR, TYP, 4" COMPACTED SUB -BASE COMPACTED SUBGRADE ACORN CAP, 4" I.D. EYE HOOK 1" WIDE REFLECTIVE TAPE PLACED IMMEDIATELY BELOW CAP 4" O.D. ROUND STEEL POST iv 1/4" STEEL CHAIN WITH PADLOCK ADJACENT GRADE 3000 PSI CONCRETE NOTE: BEFORE INSTALLATION ALL STEEL SHALL BE PRIMED RED OXIDE, PAINT SHALL BE - SHERWIN- WILLIAMS #94341 ROCKWOOD SHUTTER ! : Cl) GREEN, OR EQUIVALENT, TWO COATS SHALL BE % °. N APPLIED AFTER INSTALLATION. % .:. 12" STEEL BOLLARD N.T.S. N.T.S. DETAIL N.T,S. DUMPSTER ENCLOSURE ELEVATION 2X8 CAP; STAIN: DIRK, HUNTER GREEN, 2 COATS IF NEEDED ry 2X6 TREATED WD, NAILER, ANCHOR TO WOOD POST 4" X 4" TREATED POST 1X6 VERTICAL CEDAR PICKETS STAIN: DARK HUNTER GREEN, 2 COATS IF NEEDED CONCRETE DUMPSTER PAD FINISH GRADE NOTE: STAIN SAMPLE TO BE SUBMITTED AND APPROVED BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION BY CONTRACTOR. N.T.S. ISSUE FOR CONSTRUCTION WKEE 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. ALTH �C'� /0;� �'_'p°O'r ,J r STEVEN L. DRIVER 7 NO. 019933 �SS1OAIAL EXAG Revisions: 1.01/30/02 General Revisions 2.03/06/02 County Comments 3.03/08/02 County Comments Scale: AS NOTED Date: 12/14/01 Project No.: 0110 Designed: H CJ� Checked: SLD H � � U, d w � w Q v Cd w H C.7 w H Revisions: 1.01/30/02 General Revisions 2.03/06/02 County Comments 3.03/08/02 County Comments Scale: AS NOTED Date: 12/14/01 Project No.: 0110 Designed: SWE Checked: SLD CD 7 !h -.4 4110 r 425 - - - - - ,- .w- . - - - - - - - - - - - - - - - - - - - - - - -- _ - - - - - - - 64 WES T,9 0 UND tA Nk --------------- --------- 0 ------- ---------------------- ------------------ I ------------------------- ------------ --------------------------- N, - -------------- ------ K_ ------------ --------------------------------------------- - - - - - - - - - - - - - 'T — .< — -- — — — — . .- -- — — — — — — — UD -- - - - - - - - - - -- - - ------------------- 30 --------------- A- - - - - - - - - - - - - - - -_ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 7 �_ -- - ------ -- ----- _w �Z_ _Z_ - - - - - 430 - - 4 61, - - ----------- N - ---------- -------------- ------ --- --------------------- ---- r ------------------------------- 64 EA S T8 0 UND LANE ---------- — — — — — — — — — — — — — — — — - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SOIL 430 N—, — - - - - - - - - - - - - - - - - - - - - - _420 IN 41N- 0 RADINGI, 4 10 -- - - - - - - - - / - - - - - - - - - - - - - - - - 4 LIMITS OFD CLEARIN /�,ND G - . . .... S' L�N AS GRADING P N, (10/17/01 YAST RE) ISrD 17/01) SHOW ON MA GRAD -,100 N- 1 12/ A 0 - - - - - -- -3 95�--- � I I 409 t 7-1 I , i 1 ------ 390 - ZIN. ------ 7 ----------- N, wN LIMITS OF CLEARING `L"G. LDG.\ I B If BLDG. AND GRADING- A 5 -,7 P I V1 0 0 A 1 101 LIMITS OF-C WNC AND GRADING A SOIL SOIL 39D 273 44- N, `N, � �" � ' ,'/ \° ,� � ,r' �.� ,l�` � 8 � �, � �� ,� ' °� � �;� 1 � r,4j 1 0 \ � 1 �•�,�" I g� t � �� 1 i �� 5 rj �1:d /% --• ""'°"'°„ —..,. — ..,�� "�... \ '`\ §g�. "\ v"• /` 77 % EX, 48" CONC, 55, IVA I �A 1 1/11 1 1 IVI I 1\ I I I �1"/Nl I EX. 10' DRAIN,, �p� rqV13 ot coo ❑UOU U BOTH 21" ORIFICES, DCDU� - 4,' ?5 0 PLUG B BORE 12" ORIFICE - INSTA N X 14" DRAINAGE TUBING fo DG I BL G. BLD.G. 11311,DG. BL CL 397,60 N, LIMITS Pfe" CLEARING %y/GRADINV AS $HOWIN 'ON MAS,, - ADING P[fAN/' 'Ir 2 8 4 N, (IV17/01/LAST fj�F41SEO 121Y.4011 it I 6 SWM \X POND 7 SOIL 34D <..,., ,r° off' f' q g q 9 '' ' �Q ' VOLLEY ALL CT. dQ1 TOP r z _ <1� \ \\ r ) ,® �"''�.» "" ,� S'��/ 7d /„ „x. ; \ \ \\ _ %' '� \ LIMN S OF CLEARAG NDI GRADING 2 ACRES OR LESS OF DRAINAGE AREA: k. ov FIL (OF VDOT #1 COARSE AGGREGATE FLOW -A FIL lor (DOWNSTREAM VIEW) 422 76' —,— 420 qg Ap, 4J SOIL 9 � s i ` 4 1 _ 'G;j(f � ,$ ..�,,:;i � a �` S � a e � �4 a \ ' e \ 1 S >� 't i I { ®� i o € t /L 3 003 . 1 � / t /"� OQ+ o::a.::' ,i'` t �yP P � f d �'' O \ O t '6'° +i r. 424 422 V10 T j � 4'V - 3,9 NO Z `8OV_g, RJERMANMT LH \,Lt:* L) _4 420 N MIT ULI=AWft� ftD-C9`ADIN(�,' A$ SH IOV �W-CPN WA GRADING, PLAN > (10/lr/0-1 LAV- VISED,,.J2-/i7 /01) 4AC Z_ f LIMIT CLEARING 2-10 ACRES OF DRAINAGE AREA: A D ADIN VDOT #1 U ---- - --- --- - - (DOWNSTREAM VIEW) IL _39a 08 N J, • 4+ `-430 1. SVT THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH UPSLOPE ALONG THE LINE OF STAKES. ('MAX. ---------- ) 0? Jill eoip`° " "., 4P 11 olle FLOW 27C _LI Agm V " 1 'y MITS OF CLEARING 4 _135 CLASS I RIPRAP AND GRADING 3. STAPLE FILTER MATERIAL 4, BACKFILL AND COMPACT TO STAKES AND EXTEND THE EXCAVATED SOIL, SOURCE: VA, DSWC IT INTO THE TRENCH, N PLATE. 3.20-1 63 ROCK CHECK DAM 41 45 DETAIL N.T.S. ell el GRAVE! (12"MIN. DEPTH) Jill Jill "SJ Notes 1( 18" MIN, .4 1. ALL ENTRANCES EXCEPT FOR THE APPROVED CONSTRUCTION- ENTRANCE SHALL BE RUNOFF WATER FLOW.-,� BLOCKED IN SUCH A MANNER AS TO NOT ALLOW ACCESS TO THE SITE. WITH SEDIMENT Z 2. ALL TEMPORARY DIVERSIONS SHALL BE INSTALLED WITH POSITIVE DRAINAGE TO A SEDIMENT TRAP OR BASIN AT THE END OF EACH WORKING DAY, SHEET FLOW INSTALLATION 3. CONTRACTOR SHALL PROVIDE TEMPORARY FLOW DIVERSION FOR CURB INLETS A-7, A-6, 4 Jill (PERSPECTIVE VIEW) SOIL B-3, AND B-2 TO LIMIT FLOW AREAS TO 1 ACRE. IN NO CASE SHALL THE FLOW AREA Li Li Li 27C TO ANY ONE CURB INLET EXCEED 1 ACRE, UNTIL A PORTION OF THE INLETS DISTURBED 4 FLOW AREA IS REDUCED BY ADDING GRAVEL, ASPHALT, BUILDING FLOOR, SIDEWALK, ETC. z 4A 4 4 A MA A ISSUE FOR CONSTRUCTION] FILTERED .1� SEDIMENT I A WIRE MESH WATER DENOTES AREA OF UNDERCUT AND SELECT BACkFfl_l_ - MAX 10' UNSUITABLE SOIL REMOVAL, SELECT BACKFILL - MIN 3' DEEP VDOT NO. 5 CRUSHED STONE SPECIFIC APPLICATION CAPPED OFF WITH VDOT NO. 21A CRUSHED STONE. THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY CONCENTRATED FLOWS ARE 161, THIS SHEET FOR EROSION AND EXPECTED BUT NOT WHERE PONDING AROUND THE STRUCTURE MIGHT CAUSE EXCESSIVE Ile INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. SEDIMENT CONTROL PURPOSES ONLY GRAVEL SHALL BE VDOT #3, #367 OR #5 COARSE AGGREGATE POINTS A SHOULD BE HIGHER THAN POINT B. DRAINAGEWAY INSTALLATION GRAVEL AND WIRE MESH (FRONT ELEVATION) It --------- DENOTES FRENCH DRAIN 2 REQ'D SOUTH, I REQ'D WEST, Scale V=50' Contour Interval=5' DROP INLET SEDIMENT FILTER XD-003. SILT FENCE (WITHOUT WIRE SUPPORT) XD-009 DETAIL N.T.S. DETAIL N.T.S.. Z 8" PERF, PIPE 1' OFF BOTTOM OF EXCAVATION IN GRAVEL BED, J IN I I I I i, 1 x 3 50 100 / %Ir• 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. f XLT11 OF L STEVEN L. DRIVER NO. 019933 46 -VIVALS & Revisions: 1.01/21/02 General Revisions 2.01/30/02 General Revisions 3.02/01/02 ACSA Comments 4.03/06/02 VDOT Comments 5.03/11/02 County Comments Scale: 50' Date: Ul Project No.: 0110 Designed: M--+ Checked: W p z � z i-{ ct H � o � w � z 0 1a) U Z 44 `.J Q z 0 H o � w Revisions: 1.01/21/02 General Revisions 2.01/30/02 General Revisions 3.02/01/02 ACSA Comments 4.03/06/02 VDOT Comments 5.03/11/02 County Comments Sheet No.: Scale: 50' Date: 12/14/01 Project No.: 0110 Designed: mow Checked: SLD Sheet No.: