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ARB200200143 Plan - Approved 2003-01-03
R Location Scale: I"=2000' . P. VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD AND BRIDGE SPECIFICATIONS, DATED 2001. VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD AND BRIDGE STANDARDS, DATED 2001. VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION, DIVISION OF SOIL AND WATER, CONSERVATION, VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, THIRD EDITION, 2001. ALBEMARLE COUNTY SERVICE AUTHORITY, GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, ADOPTED JANUARY 15, 2001. Albemarle County, Virginij y y.Evil .14 Prepared. For: Sycamore House, Inca 1108 W. Main Street Charlottesville, Virginia 22903 CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, VIRGINIA 22902 to le: 434.979.7522 lax: 434.977.1194 GENERAL CONSTRUCTION SITE CONSTRUCTION 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY 16. THE CONTRACTOR SHALL ADEQUATELY PROTECT EQUIPMENT, MATERIALS, 1, UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE PAVEMENT PERMITS, INSPECTIONS, BONDS AND OTHER APPROVAL RELATED ITEMS IN AND COMPLETED WORK FROM THEFT AND VANDALISM, THE OWNER IS NOT SUBGRADE, CBIR TESTS SHALL BE PERFORMED ON THE SUBGRADE SOIL. IF A ACCORDANCE WITH LOCAL AND STATE POLICY. PRIOR TO COMMENCEMENT OF RESPONSIBLE FOR THE LOSS OF ANY MATERIAL STORED AT THE SITE. SUBGRADE SOIIL SUPPORT VALUE OF 10 OR GREATER IS NOT OBTAINABLE, A ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING REVISED PAVEMENT DESIGN SHALL BE MADE BY THE ENGINEER. CONNECTION TO ANY EXISTING ROAD, A PERMIT FOR SAID CONSTRUCTION 17. ANY DAMAGE TO EXISTING PHYSICAL FEATURES (WALKS, LIGHTS, TREES, 2. SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION SHRUBS, ETC,), SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, CONSTRUCTION DEBRIS SHALL BE CONTAINERIZED IN ACCORDANCE WITH THE (HEREAFTER ABBREVIATED VDOT). WHERE ANY DISCREPANCIES OCCUR, THE REPAIRS OR REPLACEMENT SHALL BE MADE AS NECESSARY AT NO COST VIRGINIA LITTER CONTROL ACT. NO LESS THAN ONE LITTER RECEPTACLE SHALL BE PROVIDED AT THE CONSTRUCTION SITE. REQUIREMENTS OF THE PERMIT SHALL GOVERN, TO THE OWNER, 3. STEPS FOR INGRESS AND EGRESS IN ALL DRAINAGE STRUCTURES SHALL 2, ALL PAVING AND DRAINAGE RELATED MATERIALS AND CONSTRUCTION 18, 'ALCPTURF AREAS THAT ARE IMPACTED OR DISTURBED BY CONTRACTOR BE IN ACCORDANCE WITH VDOT STANDARD ST-1. ALL DRAINAGE INLETS SHALL METHODS SHALL CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS OF VEHICLES, EQUIPMENT OR ACTIVITY SHALL BE REPAIRED, REGRADED, AND HAVE A 2-INCH LOCAL DEPRESSION. VDOT UNLESS OTHERWISE NOTED. RESEEDED IMMEDIATELY. 4. ALL CURB INLETS SHALL HAVE A 2-INCH LOCAL DEPRESSION AT THIER THROAT 3. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PROVIDED IN 19. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, TO PROMOTE POSITIVE DRAINAGE TO THE INLET. ALL YARD INLET RIM ELEVATIONS ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE AND, MULCHED. MAXIMUM ALLOWABLE FILL OR CUT SLOPE IS 2:1, WHERE SHOWN ARE APPROXIMATE. FINAL ELEVATIONS SHOULD BE DETERMINED AFTER INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION, POSSIBLE, LESSER SLOPES OF 4:1 OR BETTER ARE TO BE ACHIEVED. FINAL GRADING AT THE TIME OF FINAL ACCEPTANCE OF THE PROJECT, CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING STABILIZED GRASS 5, STORM DRAIN PIPE LENGTHS SHOWN ON PLANS ARE MEASURED TO THE CENTER 4. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN STANDS ON ALL SLOPES. OF THE CONNECTING STORM DRAIN STRUCTURES. PIPE LENGTHS INCLUDE IN THE OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR STANDARD VDOT END SECTIONS WHERE APPLICABLE. HIS DESIGNEE, DEEMED IT NECESSARY IN ORDER TO STABILIZE A DRAINAGE 20. THE CONTRACTOR'S WORK SCHEDULE SHALL BE COORDINATED WITH THE CHANNEL, OWNER AND THE BUILDING CONTRACTOR. 6. STORM DRAIN TOP ELEVATIONS SHOWN ON PLANS ARE TAKEN AT THE CENTER OF THE INLET BOX, 5. 6. 7, 8. E 10 11, 12, 13, 14. 15. UNLESS OTHERWISE NOTED, ALL STORM DRAINAGE PIPE TO BE HDPE, VDOT STANDARD PIPE BEDDING DETAIL PB-1 IS REQUIRED. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). THE CONTRACTOR SHALL VERIFY THE PROPOSED LAYOUT WITH ITS RELATIONSHIP TO THE EXISTING SITE SURVEY, THE CONTRACTOR SHALL ALSO VERIFY ALL DIMENSIONS, SITE CONDITIONS, AND MATERIAL SPECIFICATIONS AND SHALL NOTIFY THE OWNER AND ENGINEER OF ANY ERRORS, OMISSIONS OR DISCREPANCIES BEFORE COMMENCING OR PROCEEDING WITH WORK. DEVIATIONS FROM OR CHANGES TO THESE PLANS WILL NOT BE ALLOWED UNLESS APPROVED BY THE ENGINEER/LANDSCAPE ARCHITECT. THESE PLANS DO NOT GUARANTEE THE EXISTENCE OR NON-EXISTENCE OF UNDERGROUND UTILITIES, PRIOR TO ANY CONSTRUCTION OR EXCAVATION, THE CONTRACTOR SHALL VERIFY THE EXISTENCE AND LOCATION OF, OR THE NON-EXISTENCE OF, UNDERGROUND UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552-7001). THE CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UTILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF NECESSARY, THE EXISTENCE AND/OR LOCATION OF UTILITIES SHOWN ON THESE PLANS MAY BE ONLY APPROXIMATELY CORRECT AND THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN HEREON AND ANY OTHER EXISTING UTILITIES NOT OF RECORD OR NOT SHOWN ON. THESE PI ANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING, AT HIS EXPENVt ANY EXISTING UTILITIES DAMAGED DURING CONSTRUCTION, IF A UTILIT F"'DAMAGED DURING CONSTRUCTION, STOP WORK IMMEDIATELY AND NOTIFY THE ENGINEER, CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL AND ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LABILITY ARISING FROM "THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER", RELOCATION OF ANY EXISTING UTILITIES SHALL BE AT THE OWNER'S EXPENSE AND COMPLETED WITH THE SITE WORK. THE DEVELOPER SHALL BE NOTIFIED AS TO THE RELOCATIONS REQUIRED PRIOR TO THE START OF CONSTRUCTION. ADEQUATE AS -BUILT RECORDS OF ADJUSTMENTS WILL BE MAINTAINED BY THE CONTRACTOR, BEFORE BURNING, BLASTING, OR TRANSPORTATION OR STORAGE OF EXPLOSIVES, THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS. UNLESS OTHERWISE SPECIFIED, CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ROCK BLASTING, RIPPING, EXCAVATION, TRANSPORTATION, PLACEMENT, COMPACTION, EXPLORATION AND DISPOSAL. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE CONSTRUCTION LIMITS OF PAVEMENT, BUILDINGS AND WALL AREAS. 21. PARKING FOR THE CONTRACTOR'S VEHICLES SHALL BE COORDINATED 7. UNLESS OTHERWISE NOTED, ALL ROOF DRAINS SHALL BE TIED INTO EXISTING THROUGH THE OWNER. THE OWNER IS NOT RESPONSIBLE FOR THE AND/OR PROPOSED SEWERAGE SYSTEMS. COORDINATE INTERGRATION OF LOSS OF ANY MATERIAL STORED AT THE SITE. PARKING OF EMPLOYEE SYSTEM WITH ENGINEER AND SITE CONTRACTOR PRIOR TO CONSTRUCTION. VEHICLES WILL BE ACCOMMODATED AT THE SITE. 8. ALL PAVEMENT MARKINGS TO BE REFLECTORIZED, ALL PAVEMENT MARKINGS 22, AN APPROVED SET OF PLANS AND ALL APPLICABLE PERMITS MUST BE SHALL MEET THE LATEST VDOT SPECIFICATIONS AND SHALL BE IN ACCORDANCE MAINTAINED AND MADE AVAILABLE AT THE CONSTRUCTION SITE BY THE WITH MUTCD STANDARDS, LATEST EDITION. CONTRACTOR. 9. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARICADES SHALL BE 23. THE CONTRACTOR SHALL PERFORM ALL WORK USING THE DIMENSIONS INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE DIRECTOR SHOWN ON THESE PLANS. THE CONTRACTOR SHALL NOT USE SCALES, OF ENGINEERING OR HIS DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER RULERS, DIVIDERS, MAP WHEELS OR OTHER MEASURING DEVICES TO TO PROVIDE SAFE AND CONVENIENT ACCESS, ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR DETERMINE SPATIAL RELATIONSHIPS ON THESE DRAWINGS. UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION. 24. THE CONTRACTOR SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES IN THE AREA OF PROPOSED EXCAVATION OR BLASTING AT WATER AND SANITARY SEWER LEAST TWO WORKING DAYS, BUT NOT MORE THAN TEN WORKING DAYS, 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE PRIOR TO COMMENCEMENT OF EXCAVATION OR DEMOLITION, AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF 25. THE CONTRACTOR WILL EXCLUDE THE COST OF ANY SITE OR OTHER TRASH THE WORK COMPACTORS. CONCRETE PAD IS INCLUDED PER SITE PLAN BUT ELECTRIC IS EXCLUDED. 2, THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN, 26. THE POWER COMPANY WILL PERFORM ITS OWN WORK UP TO AND ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INCLUDING THE CONNECTION TO THE ELECTRIC METER FOR THE INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY, PROPOSED BUILDING. THE TELEPHONE AND CABLE TV COMPANIES WILL 3. ALL MATERIALS; AND CONSTRUCTION SHALL COMPLY WITH GENERAL WATER PERFORM THEIR OWN WORK UP TO THE BUILDING. AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY ON JANUARY 15, 1998. 27. POWER COMPANY, CABLE TV, PHONE COMPANY, SITE GRADING AND OTHER FEES ARE PAID BY THE OWNER AND ARE EXCLUDED. 4, DATUM FOR ALIL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 28. EXCLUDED IS THE RELOCATION OF ANY UTILITIES NOT SPECIFICALLY NOTED 5• THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" TO BE REMOVED OR RELOCATED. , (1-800-552-7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FT. OF COVER 29. PARKING FOR THE CONTRACTOR'S VEHICLES SHALL BE COORDINATED MEASURED FROM THE TOP OF THE PIPE, OVER THE CENTERLINE OF THE PIPE. THROUGH THE OWNER. PARKING FOR EMPLOYEE VEHICLES WILL BE THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS, AND WATER ACCOMODATED ON THE SITE. LINES, ETC. 30, ALL SPRING$ SHALL BE CAPPED AND PIPED TO THE NEAREST DRAINAGE 7• ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF DITCH OR DRAINAGE OUTFALL. PIPE SHALL BE 6-INCH MINIMUM DIAMETER ROADSIDE DITCHES. AND CONFORM TO VDOT STANDARDS SB-1. NOTIFY ENGINEER IN ALL CASES. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE 31, UNLESS OTHERWISE SPECIFIED, FINISH GRADES AT BUILDING SHALL BE A RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE, MINIMUM OF 6-INCHES BELOW GROUND FLOOR INTERIOR FINISH FLOOR 9. AS -BUILT CONSTRUCTION DATA SHALL BE MAINTAINED BY THE CONTRACTOR ELEVATION (FFE). GRADES SHALL SLOPE A MINIMUM OF 5% AWAY FROM IN THE FIELD. A MARKUP SET OF PLANS SHALL BE PROVIDED TO THE OWNER STRUCTURES TO A POINT WHERE EITHER PROPOSED/EXISTING GRADES. A OR HIS REPRESENTATIVE TO SERVE AS THE BASIS FOR THE FINAL AS -BUILT DITCH OR OTHER MEANS OF ADEQUATE CONVEYANCE CHANNELS SHALL PLANS. THE DATA RECORDED SHALL BE IN ACCORDANCE WITH THE COLLECT AND DIRECT RUN-OFF AWAY FROM THE STRUCTURES, REQUIREMENTS AS SPECIFIED IN THE A.C.S.A. AS -BUILT PLAN CHECKLIST, LATEST EDITION. 32. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PERFORMING AN INDEPENDENT 10, ALL WATER MAINS SHALL BE CLASS 52, DUCTILE IRON PIPE UNLESS OTHERWISE EARTHWORK/GRADING ESTIMATE WHICH WILL SERVE AS THE BASIS OF ALL NOTED. CONTRACTUAL OBLIGATIONS BETWEEN THE CONTRACTOR AND OWNER. OWNER TO NOTIFY ENGINEER OF THE OUTCOME OF CONTRACTOR'S ESTIMATE. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THE PROPER WATER MAIN PIPE LENGTHS IN ORDER TO ATTAIN THE REQUIRED RADII. 33, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY ADDITIONAL FILL MATERIAL THAT MAY BE NECESSARY IN THE COURSE OF CONSTRUCTION 12. WARNING: WORKING PRESSURES GREATER THAN 100PS1. AND SHALL BE RESPONSIBLE FOR THE DISPOSAL OF ANY EXCESS MATERIAL FROM THE SITE. ANY SUCH EARTH -MOVING ACTIVITY IS SUBJECT TO THE 13 BEFORE FINAL RELEASE OF WATER METERS, PRIVATE FIRELINES MUST BE APPROVAL OF THE OWNER AND ENGINEER. TEMPORARILY SHUT OFF TO PROVE DOMESTIC CONNECTIONS HAVE BEEN PROPERLY MADE. OWNER/DEVELOPER: SYCAMORE HOUSE, INC, 1108 W. MAIN STREET CHARLOTTESVILLE, VIRGINIA 22903 (434) 293-8356 ZONING: CO. TAX MAP / PARCEL: TMP 45/158,TMP 45/159,TMP 45/1'66,TMP 45-167 MAGISTERIAL DISTRICT: RIO SETBACKS: BUILDING ADJACENT TO PUBLIC STREET ROW - 30' PARKING ADJACENT TO PUBLIC STREET RCzW - 10' BUILDING ADJACENT TO RESIDENTIAL DISTRICT - 50' PARKING ADJACENT TO RESIDENTIAL :DISTRICT - 20' A 20' "NO CONSTRUCTION" BUFFER ZONE IS REQUIRED ADJACENT TO RESIDENTIAL DISTRICTS DWELLING UNITS: 6 UNITS (5 APARTMENTS, 1 EX. COTTAGE) PARKING REQUIREMENTS: 6 DWELLING UNITS = 12 SPACES 13,514 GROSS S,F. OFFICE = 54 SPACES TOTAL REQUIRED SPACES = 66 SPACES TOTAL PARKING PROVIDED = 64 SPACES (SEE NOTE 2, SHEET 3) NUMBER OF LOADING SPACES: REQUIRED: 1 PROVIDED: 1 NUMBER OF EMPLOYEES: N/A AREA STATISTICS: BUILDING FOOTPRINT: 12,063 SF 12.3% PAVED AREA: 30,343 SF 31.0% TOTAL IMPERVIOUS AREA: 42,406 SF 43,3% COMMON OPEN SPACE: 55,459 SF 56.7% TOTAL AREA: 97,865 SF 100% AREA USE STATISTICS: OFFICE: 65,855 SF 67,3% RESIDENTIAL: 32,010 SF 32.7% TOTAL AREA: 97,865 SF 100% RECREATIONAL AREA: AMENITIES, SUCH AS PICNIC TABLE, GRILL, AND,/OR BENCHES SHALL BE PROVIDED IN THE SOUTHEASTERN PORTION OF THE PROPERTY. THESE AMENITIES SHALL BE INSTALLED WITH THE CONSTRUCTION OF THE TOWNHOUSES, MAXIMUM HEIGHT OF STRUCTURES: 35' tifity Contacts I. SPRINT (TELEPHONE) 3. ADELPHIA (CABLE) 2211 HYDRAULIC ROAD 400 WESTFIELD ROAD P.O. BOX 6788 CHARLOTTESVILLE, VA 22901 CHARLOTTESVILLE, VA 22906 MAIN NUMBER: (434) 951.3725 MAIN NUMBER: (434) 971.2653. LOCAL CONTACT: WES PARKER LOCAL CONTACT: PETE PERKINS 4, BFI (TRASH) 2. DOMINION VIRGINIA POWER (ELECTRIC) 1831 AVON STREET EXTENDED 1719 HYDRAULIC ROAD CHARLOTTESVILLE, VA 22902 CHARLOTTESVILLE, VA 22901 MAIN NUMBER: (434) 295.4177 MAIN NUMBER: (434) 972.6759 LOCAL CONTACT: JIM WYNNE LOCAL CONTACT: CHRIS BJELLAND S ecia Permit C®ndit1®ns (APPROVED ON FEBRUARY 20, 2002) 1. THE APPLICANT SHALL PROVIDE RECREATIONAL AMENITIES, SUCH AS PICNIC TABLE, GRILL, AND/OR BENCHES, IN THE SOUTHEASTERN PORTION OF THE PROPERTY. THESE AMENITIES SHALL BE SHOWN ON THE FINAL SITE PLAN AND INSTALLED WITH THE CONSTRUCTION OF THE TOWNHOUSES. 2. THE APPLICANT SHALL LANDSCAPE THE RECONSTRUCTED SLOPES BEHIND THE TOWNHOMES AND 10,000 SQUARE FOOT OFFICE BUILDING WITH SCREENING TREES, SMALL SHRUBS, AND GROUNDCOVER, AS APPROVED BY THE COUNTY'S LANDSCAPE PLANNER; AND, 3. THE APPLICANT SHALL USE CONSTRUCTION TECHNIQUES, APPROVED BY THE PLANNING STAFF, THAT PROVIDE ADEQUATE AERATION TO THE EXISTING OAK TREES. 03� COVER SHEET AND NOTES 1 EXISTING CONDITIONS AND DEMOLITION PLAN 2 LAYOUT PLAN 3 GRADING AND BMP PLAN 4 UTILITY PLAN 5 WATERLINE LAYOUT PLAN 5A SANITARY SEWER "S" & STORM DRAIN "A" PROFILES 6 STORM DRAIN "B", "C", & "D" PROFILES 7 WATERLINE "A" PROFILE 8 LANDSCAPE AND LIGHTING PLAN 9 PHOTOMETRIC PLAN 10 LANDSCAPE DETAILS 11 SITE DETAILS 12 SITE DETAILS 13 LIGHTING DETAILS 14 UTILITY DETAILS 15 EROSION SEDIMENT AND CONTROL PLAN 16 EROSION SEDIMENT AND CONTROL DETAILS 17 brevati®ns EXISTING PROPOSED ITEM 01-IE OHE OVERHEAD ELECTRIC OHT OHT OVERHEAD TELEPHONE CG CG CURB WITH GUTTER LP LP LIGHT POLE UGE UGE UNDERGROUND ELECTRIC LINE OHE OHE OVERHEAD ELECTRIC LINE UGT UGT UNDERGROUND TELEPHONE LINE RCP RCP REINFORCED CONCRETE PIPE FHA FHA FIRE HYDRANT ASSEMBLY TC TO TOP OF CURB Be BC BOTTOM OF CURB LP LP LOW POINT D/ DI DROP INLET CO CO CLEAN OUT WV WV WATER VALVE YD YD YARD DRAIN SC SC SIAMESE CONNECTION MH MANHOLE MIN MINIMUM MAX MAXIMUM OC ON CENTER OD OUTSIDE DIAMETER OH OVERHEAD PVC POLYVINYL CHLORIDE RCP REINFORCED CONCRETE PIPE T# TREE TO BE RELOCATED TBM TO BE MOVED TBR TO BE REMOVED TBS TO BE SAVED TO TOP OF CURB TYP TYPICAL UG UNDERGROUND VDOT VIRGINIA DEPARTMENT OF TRANSPORTATION AVR AIR RELEASE VALVE Site Specifics 1. DATUM: USGS. 2. TOPOGRAPHIC INFORMATION FROM ROUDABUSH, GALE & ASSOC., INC. CHARLOTTESVILLE, VA, DATED 11/15/95 REVISED 8/21/00. BENCHMARK: PK NAIL SET IN POLE ELEVATION 518.01. 3. BOUNDARY INFORMATION FROM PLATS OF RECORD BY ROUDABUSH, GALE & ASSOC., INC. CHARLOTTESVILLE, VA, DATED 11/15/95. 4. LAND USE: MIXED -USE: OFFICE/RESIDENTIAL 5. THIS SITE IS NOT LOCATED WITHIN A RESERVOIR WATERSHED. THIS SITE LIES WITHIN THE WATERSHED OF THE PROPOSED COLONIAL AUTO CENTER REGIONAL STORM WATER MANAGEMENT BASIN. 6. NO PART OF THIS SITE LIES WITHIN A DESIGNATED 100-YEAR FLOOD PLAIN. 7. ESTIMATED TRAFFIC GENERATION: 240 (13,514 G.S.F. OFFICE) + 40 (6 APARTMENTS) = 280 VPD, 8. THE 10,000 S.F. OFFICE BUILDING WILL HAVE AN AUTOMATIC SPRINKLER SYSTEM AS A MEANS OF FIRE SUPPRESSION. 9. THE 10,000 35, OFFICE BUILDING WILL BE ADA ACCESSIBLE, 10. MAIL WILL BE DELIVERED INDIVIDUALLY TO EACH OFFICE BUILDING AND RESIDENTIAL UNIT, 11. COOPERATIVE PARKING AND CRITICAL SLOPES DISTURBANCE WERE APPROVED FOR THIS SITE AS PER ALBEMARLE COUNTY SDP-2000-134. (PLANNING COMMISSION HEARING: JANUARY 22, 2002) 12. RESIDENTIAL UNITS ARE PERMITTED FOR THIS SITE AS PER ALBEMARLE COUNTY SP-2000-074 (BOARD OF SUPERVISORS: FEBRUARY 20, 2002) -p provals DEPARTMENT OF PLANNING AND COMMUNITY DEVELOPMENT DEPARTMENT OF ENGINEERING DEPARTMENT OF ZONING FIRE OFFICER ALBEMARLE COUNTY SERVICE AUTHORITY DEPARTMENT OF BUILDING CODE ARCHITECTURAL REVIEW BOARD VIRGINIA DEPARTMENT OF TRANSPORTATION REVISIONS: 1. 09/13/02 CO/ACSA COMMENTS 2. 10/24/02 CO/ARB COMMENTS 3. 11/13/02 ENG./ACSA COMMENTS 4. 12/19/02 VDOT/ARB/ENG. COMMENTS RECEIVED IN PLANNING DEC. 20, 2002 1 2-0 Conservation Plan Checklist (HANDBOOK, PP III-284-iii-297 FOR COMPLETE SPECIFICATIONS) 1. THE FOLLOWING ITEMS SHALL BE SHOWN ON THE PLAN: TREES TO BE SAVED; LIMITS OF CLEARING (OUTSIDE DRIP LINE OF TREES TO BE SAVED); LOCATIONS AND TYPE OF PROTECTIVE FENCING; GRADE CHANGES REQUIRING TREE WELLS OR WALLS; PROPOSED TRENCHING OR TUNNELING BEYOND THE LIMITS OF CLEARING. 2. MARKINGS: ALL TREES TO BE SAVED SHALL BE MARKED WITH PRINT OR RIBBON AT A HEIGHT CLEARING VISIBLE TO EQUIPMENT OPERATORS. NO GRADING SHALL BEGIN UNTIL THE TREE MARKING HAS BEEN INSPECTED AND APPROVED BY A COUNTY INSPECTOR. 3. PRE -CONSTRUCTION CONFERENCE: TREE PRESERVATION AND PROTECTION MEASURES SHALL BE REVIEWED WITH THE CONTRACTOR ON SITE. 4. EQUIPMENT OPERATION AND STORAGE: HEAVY EQUIPMENT, VEHICULAR TRAFFIC AND STORAGE OF CONSTRUCTION MATERIALS INCLUDING SOIL SHALL NOT BE PERMITTED WITHIN THE DRIPLINES OF TREES TO BE SAVED, 5. SOIL EROSION AND STORMWATER DETENTION DEVICES: SUCH DEVICES SHALL NOT ADVERSELY AFFECT TREES TO BE SAVED. 6. FIRES: FIRES ARE NOT PERMITTED WITHIN 100 FEET OF THE DRIPLINE OF TREES TO BE SAVED. 7. TOXIC MATERIALS: TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE DRIPLINE OF TREES TO BE SAVED. 8. PROTECTIVE FENCING: TREES TO BE RETAINED WITHIN 40 FEET OF A PROPOSED BUILDING OR GRADING ACTIVITY SHALL BE PROTECTED BY FENCING. FENCING SHALL BE INSPECTED AND APPROVED BY A COUNTY INSPECTOR PRIOR TO GRADING OR CONSTRUCTION, 9. TREE WELLS: WHEN THE GROUND LEVEL MUST BE RAISED WITHIN THE DRIPLINE OF A TREE TO BE SAVED, A TREE WELL SHALL BE PROVIDED; AND A CONSTRUCTION DETAIL SUBMITTED FOR APPROVAL. W. TREE WALLS: WHEN THE GROUND LEVEL MUST BE LOWERED WITHIN THE DRIPLINE OF A TREE TO BE SAVED, A TREE WALL SHALL BE PROVIDED; AND A CONSTRUCTION DETAIL SUBMITTED FOR APPROVAL. it. TRENCHING AND TUNNELING: WHEN TRENCHING IS REQUIRED WITHIN THE LIMITS OF CLEARING, IT SHALL BE DONE AS FAR AWAY FROM THE TRUNKS OF TREES AS POSSIBLE. TUNNELING UNDER A LARGE TREE SHALL BE CONSIDERED AS AN ALTERNATIVE WHEN IT IS ANTICIPATED THAT NECESSARY TRENCHING WILL DESTROY FEEDER ROOTS. 12. CLEANUP: PROTECTIVE FENCING SHALL BE THE LAST ITEMS REMOVED DURING THE FINAL CLEANUP. 13. DAMAGED TREES: DAMAGED TREES SHALL BE TREATED IMMEDIATELY BY PRUNING, FERTILIZATION OR OTHER METHODS RECOMMENDED BY A TREE SPECIALIST. NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS: _41 I1- lb- 2 o 02, L OWNER'S SIGNATURE DATE 1 11 1S•2oo� CONTRACT PURCHASER SIGNATURE DATE \ `\ \\ \ `'\ 11 LOT 21 \ T.M. 45 PARCEL '1I�8 N/F WIL LIAM WHI i'FFN D.B. 1063 ,o. 510 D.B. 1009 p.130 (PLAT/'`\., ZONED R- l CURRENT USE SINGLE FAMIL Y RESIDENTIAL HOUSE SERVICE PROVIDER TO REMOVE OVERHEAD CABLE TV TBS 16' WHITE E PINE ��� - VA POWER l I/ ,/ // /'/ LOT 9A // I 18" RCP TO BE ABANDONED / / TM, 45 PIARCEL 151 IN PLACE. SEE COUNTY ENG. I I / / / N/F KINi'C0 L. C. / DEPT. FOR REQUIREMENTS I I ( I I D,B, i 44 p.356 // / RELATED TO SAME. STORM MH ( I J I D.8, 112 to, 2 /0 (PLAT) r j 1 J ZON D CO AI / TOP = 524, /" 5 II I I I / / / (Q'/ 18" INV. IN = 515.7 /// ` ) CU1fRENT USE // // / � 24" INV, OUT = 514,9 .. I COMMERCIAL .. I f/ /C�/ / 1 1 .1.., i / 11 ! / APPROXIMATE L OCA TION " � 1 °03 0,,8 -, / / r! / / / / OF 4 " WA TERL lNE AND I I / 19g 6 j;... _ / // 20' SAN, .,SEWER / �_/ / WATER EASEMENT / / I I /- EASEMENT / 0000 / ,' l / I r / D.B. 150'0 pp. 245 (FfLA T) / �' - /DI-38, L = 12' / / I / / l , / / ./ [___ TOP . 522.1 I ! / / f 1 7 ' \ + INV.=512.4 LOT 1 A I I If 1 / r/ / / I l �' � % CG-6 \ I / \ ,' S - -_ ` T.M, 4t5 PA ! CEL{ l58 / / f UN f TYP, \ , , 2 2sr ' ' - j i r R l / ! 1 j REMO30' +/, \ i/ _ ` /7a 4 - - '. P" z. N/F ,F YCAIVORE HOUSE, / INC, / / f S E C T) O F GG-V / \ ,� /r._ _I_ D.B. I1476 jp,431 / l / / JOINT TO JOIt1T / / _€_ I .. I ,/ ! ,, i �_ , 1 _ I _ SAN. I I y r_)_.r I 1` MANHOLE I I 1 /l l // I / 1 I iI/ ! a , � i �, \ / 1��''���C'i��l 41 � t_ j I / l / 1 ! `I.. / C\ / / \ I � 1._c_.�_J' f ,! REf V 12' +/ L ! l WA�ER MET' RS w rA", ) 0 �,' t i �� y� ! 1.,�.I„� PAVEME�T r ti : ) a ,, R. ��Q I },_tom. l_/ 11 Il / ,/ l TQ BE AB DONEr ��I I P� (/� I.r i INSTALL STOR Il. I / l l ( ! 1 / i DEL TA 93°29 23" I � , /� t `50 %` 7� e , -r r!r A(y \` l SAN. M.H, i / I � Jr*�r I , /,'DEL TA 70 °3" l 21" � , �' �- � � Q) �- I I i" €)., R=50.00' , I I�,_ r.__t Y._. I T -- ! I I TOP=J33,18 / I '�-'- I �, / R=25,00' 1 r_....,I'' r/ I I 1 I {NV.=528,88 ri;�4:J A=&59' , `�/ / 1 B)`. ./\ kp I I 1 I A ° / / A=30,77' I. -, 3x �T I / I ( I (TO REMAINI r S28 17'S6"W O/ / ° � -- r --, \ 4 c� / 1, 1 I r I i 5 . \' / N65 52'47' W t , I j ! ,1 / jr ,1 I J----- -T ?„ I ' - \ ` l �tr �' Gl/ I I 1 I I r f 7�v.�`,� Lc=72.83'\°,d,' Lc=28.87, I j I_..j. t,.JY= �n I1. � I 1 I_ I ! , ; ,\ REMOVE EX. 0�, /,'I 15' GAS / ` i y ,. I ' i f I ( ��,>,#E VDOT CG-10 ,'/ f i ;' REM6 14' +/- 'r' I r ` "1 COMMERCIAL �°, / EASEMENT �OR 1 G� SECTION 0 CG-6 I `` r I I r NTRANCE Q I 4" P.E. GASLINE "EfX I . r r' ;. r r / ! - - - „5�n_ -G IN T TO J01 �� r I1 I 1 REMOVE SEWER $ \ 0/ / 1 r e ,,n.�-1 ,� - �I SAN MH, f LATERAL AND , I d,� Q`, / I I ,'..f [ r � - I I I ` F / i C?,'04,i1..+ CLEANOUT '.' I „ ° ' / / _ G Icr� l V. I I 1 1 - :<\ '��' / DEL 1(A 82 °41'41 " / I s. N�9� I' # I AIU. L A T -I `�' ' .,'. ��, \ ,'/ / 3� p' ' - _ ' `(TO REMAIAl1 � -i I I S I `, \ cp' t:. .,/ / R=50)00' \ '°`'°m- 5 r I k :,.•, QO F = - - ,G + I, :/lei: / A=72I16' � /`-- S 5 -C - '-� I SOT 10 I /,.. �81MOVE 1 RCP 1�. `..r;7\ , -5 °I ,36,,1� /, � I, r - IT:M. 45 PARCEL 158 T ,ROPE iTY LIf� __ _ ( �- / AM H I y ''.. I PL, G AND ABANDOi�( ;` � Lc=6 Q6' -,- I� __--- -- - .}xm r I N F SYC QRE OUSE , /?s -ASSUMED' \ �/ �� I 1 I 1, n l RE AINING PIPE �' '� _;-- f , / `r ) D.B. 886 p.3f45 1' _ " _G �'c'•�� , / ATl N OF r I I \ , �I ' , \,h,/ ,I : r:" LOC O \ i t F r !i I ( t ?ry I *1.. _..'' � ;� ° I— _ l�s �7 ,�` / � f u" / 4' PE, GASLYNE y � ( I I I REM V DI-7 "" f,,- . - - q E� 1 t ( y I `t SAL IM /� / 1 / r `SANS LA T, 3 f t I a + J I \ y .,; AND TQP �CTION �' !p, \ /' / -\ 1 I 1 f I REMOVEva.. / ' PgRt `--K_ \ l I [ c, I FOR POSSIBLE �/NG SETBAC �_ / } SPLIT RAtL \ �~- - , \ I -� ) I I Iii,( I ( FENCE ( y, ' RE -USE � i �� <� �_ REMOVE EX j, , r¢ f " I / t 1 1 !} 1 t t '�� \ y'r �` VDOT C (0 s r r I ) I ,,, ` ,., s:j� F COMMERCIAL , x 3> - I I ¢ j I l r ' f , �r-. / -ENTRANCE 1� \ ;; I q j I I i �,r " 4 s'- " G, i F , r ; I I II 1 ,,-� )''F' _,, $ t.�..i' .! �� ..\ 3 "'^ s / \ `7 ;\ 1 , �\ \.. \ f I I ABANDON DRAINAGE / I,�, s. Dl-7 `�-QULD/ .� \ 4 / I EASEMENT �ri.fftsa`E_-NG SETBAL'K t , %4 1r ,t� ;\ I < ., �- t - 1 L ( / TOP- 528, 7 �, F r t l I' I % I�``f / //f1V.=5i9.7 \ \ }� �} 20' SAN. SEWER k j I / ! R 11- .� / i \ 1 ( `t ' EASEMENT I 1 E a ;3 ,\�/! LOT 11 `t" D.B. 1500 .245 TPLAT) / i ' F 1 \ REMOj/E DI-7. r / ( SE�-� ,{ J" x / `J�®. T,M. 45 PARCEL 159 \ \-' �; � t f�-?s pp 1 SALV�t GE RIM / R --- - '..,� ,� t \ / F f T O. a `f \ t7"3 t D, B. 1444 p. 356 \\ ` c� f AND fFOP SECTION W. 5 €::',\ 5' c� , �,� I t j FOR/POSSIBLY 1 tr,., /\� \0 \ <<� / �4 f <, , r , RE- SE ' p 1. f �/ ROs.. r CEO �. " .:a, o ,�� ° �� M ,\ I f .., f ,-,. >- f N;, EX, �2 r.,. r R r �` : ,, r 1' .. R .. $_ m. , k r P I SL O ES T t f �. R I J \ 0 , !; a t 1 �, PARCEL 60 r T.M. 4 C ,r�' -,l T YP. 5 � i t,. ^/ t { 7 r= D , D T C 0 - V E4 _ . , 1. �,�. , , H _ N G T�56 I _ , ,< j� \N :'ice 1 SA IWMER V R V «V R A -� � MO I IT Q ,,,, 111;p E ' 111 7 l 27.9 D B. 8 5 NVI-5 T E3 p { \ —ram R ,o- -,�, II�S TYP t �>< � �� >*,.. 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' ,; , . , ���:, \ N3 ..., t - __ l / :r t r 1 / /� 9 TBS / / ,, /� ,z0 - ;,,.ti �,,, t a s; , 2 30, l jam/ 1 K' 8' v / B M B, 9 - / 4 ND 4 S 9 / O 0, r / / / l �G ri `} f 1 6" MA LEX / /''� - °,323 RUT/L/T DO' �s y&'q -, _ / \.1 / / f" r ., f� r J/ a , ITill /}t,7 ' — Y FSUT, _� �' tCr "1.rBR / / �� // -= // / -� / i / l I AL NU fttJ,yx l n,' %'/�� %f I 11 j 20 , fN x < ll� / , _ TBS }:\\ e / I I / — r / 11- ,M, I9/H//TI t r'/ /f / 1 / �/ I TBM / Sst - -' ��%trlla t� trt-C, rfir; ` Ls,};C ,% ` �_ PAVE / ill / / f l I 8' CHEr Y ., :---'!_`} r'r - y r // / / / V / f / T7 TBR , c,�/,.,, x = /.� I' rlr,i / / V / / �Q / / 1 ) 1 \ � /,, , 1 I J, }}\\ / i rf . Q I � I / 1 ,� l 6" A /' � 1 �� SINGLE STORY 1? / `� / / / RESIDENCE � " ,%� ��� w , � j I DOGwQe6 ,�' � � ki / / C0 w / � / / I I I I �' � T TO REMAIN) / / >, /! I / LOTl20 1 r ( LANDSCAPE AF�CH�TEC F —/� / / I'" I/cr O // I �r T. 45 P RCEL / 7 • TBR P 1VE ,'r `\ / / ' TO DETERMINE IN FIELD ! \ / / N .F S YC MORE OUSE �.WITH 4 " B. PEAR \\ // �, h// r�/ �� l I / / 11t1HICH LOEYLANDTOR PRESS// // /` \ / Qt} I / / �.B. 832 rp,727 TBR �o�' �� // �e // /� / 7' / t THIS AREA TO BE SAVED 3- 10"IPHOTINIA �/ - r / / / / - _. _ _. __ / �b / �• � �✓ / h ,� f \, TBR Rq /' LOT 1 1 � ��' /// I � I �'` ,\ o PAgKANE -,, 0. NM ✓oHN 45 RARrE66 .\ / � O , / / REMOVE / - SEPTIC TANK er 1? ( 1HE/ INOT ) ,,_ ..,Ir O ,r I / D.B. 04 p,3 I / / ASPHALT / TBR _ TO BE REMOVED °`� o� l o — \r /�/ A:�/ / // , I�'ARKING 1 36" SYCAMORE ` � � TBR r T � `', � �. �''— �- �~ / `\ / / / //AREA 1 SEE- NOTE_ 3__ _._ .__.--h� L 6" DO )OD N y"`-. �` . / / ,� / I / / I 1-- T B I I ' / ,� ,`, `t\;IaJ/r // �g�/ 1f },, / II COPNT. COVER f !/ T f1,I S i l -- �..\ ,'-,._1 -/ 4,H1S CSERVICE PROVIDER i;,\ K 1- 72'rE r, / I `\ �'' t EMOVE AND 1f° "! ` '�;. = . i •:.3-,, l� , '., ,.;_. \\ 't f r ; I/% I, PINE f ,� 1 ; - EMOVE OVERHEAD P° l,J I .t`` k ;, / t ,/; TBS ,<./ _t I ".` ,,, + / / r. / < yy� . 4, ,, /J \ A / Jr 5 S i e PERMANENT EASEMENT i „ r,t� \,j VDOT PLANS f,, Erb }� 0631-002485-0501 r- + � \{ I £a TBS �� I � TBS `\"`�`, ;N" • , ' TV, T, P, � TULIP I \ POPLAR } t 20' 2 OAK' -.r' D.l. -7 A; �/ TBS �/ N43°> 30„W I, pis TOP = 558.7 66, 2 INV, = 553.4 �/ %� \� MAPL`E D / - '' Ii I 844'15_"-RCP �a7_2_,8_6_%0_�__!yv' _ "____ ____\_____ 1p�1- ,' t \ \ TOP '_, 5535___ — -- J � ,:t' ;',7S r~,.,—_..�~-,!-.,,� �.------- — -- `'__ l�lV = 551.00 /f �L, / - - - - . - - .. - l0 �` • T TO REMAINI'IX�K ?',%;:: - -- + ——----— — —� // / CG-7 /, f TYP, / IYc // RO ROAD WES T �R, o, W, VARIE,SI / / // / r_ — — / — — r I 1 p, i\ ! rI ri / 1 \ r I l `\ t \ ( f / I t 1 II I f I i N, . \ - - x I - ... I ''I'l, , \ -\ I I I /............. r it \- . \ I I t I' I r I l TB5 \ I ' 'I i I 1 /12"1 TULIP t t+ I , / I I POPLAR } I I I I I 1 I t 1 / i ll l ./ I 'r / TM, 45 PARCEL 170 I . f I // / / I N/F L ANI TA M. KIMBL E I 1 I / I II / I !I I If II / D.B. 1582 p. 487 I I I 1 I r/ I I l D,B, 392 p, 576 (PLAT) I I W® 1i TBS / I ! I / ZONED R- 4 I ) b ;` i+ I` / o l 1 I I i(Q ,\ 1 4 "! I EA I I r l CURRENT USE I Ioh pro•/ / i / I / ! SINGLE FAMIL Y RESIDENTIAL � ,c) j f / i If I j / J/ I I I I! II I 1 I II I I I I i I I ! TB ,` r I II I I rl0,l E I Ir , i I OA I l 1 /F I li i I t I r 1 1J t /1 / I I + 1 I /I 1 I 1A'BSj1 I # 1 ( Rr D/ i !l I I / S52°17'30°„W I , i ' 209,9I' I f .I ,TBS/ BM; < 1 I I f 1' 2- 12 1 VI<�1 t t i / 4 PIA/E (T ' r ; LOT 1 \'> IL: I "ar f R d T.M. 45 PARCEL 169%/, ,,\ I ° N/F WAL TER BURTON /' �! t 11 ; tr h I f I D.B. 407 p.4 57 A T 0 /ll�\�FirJ,! i D.B. 392 p.5J6 (PL ) � - t' r: r F - f 1 Cp f D R % r ZONE J o- 00 �� 'j}} z t 1 CURRENT USE h /l I �f `" 1 I I' j 0�1I [I f}t� -.�, Its, ;)I }ar %{ { SINGLE FAMIL ,Y RESIDENTIAL l-, I' / tf r I I ! EX, a25% TBS ,/� I £ 1 / 1 1 SLOPES 1 3- 12' WHITE— l� }}fJJ,, f r T ! I ,� TYP. PINE I —\�i I 1 ' F' t l f I 1 % rtsI 1 t( /J , 1 ,,r I s ° ti :, i 7 Zli,il' -, h '11,��, �il'� q,-,,. / , II rf f1 1 {: -1 oz/ ;( t I I� SHED 1 f }FIr f /i s y I ( ;� it \� /, x / . na I / t F ( 1/I 1 / Q t i j / /✓Jljiu\ d 5 , 11 5 y � i -_J I 1 1 i , j 1(r / ' IFJ gtTUE r'� a1 / / 1 ,. f I p ROF A� < - / r 1 F s..- ` t'. ,t ` .:,,::.... , J F- .. . Y. +A, 9 _::, /; 'lfh`5. �,-3-,-_. r'2,#m,, ,E 3/r "0E.P LEA l r.;r� . r i 5/ (20 °�1 6 <f/ l .. .., J. ,n. n .7.^-...... a V p. .... ..,. T s 4; / „ r. / { r -a / E. T E3 S / / 12 / / /' f ?-' . ��,% 8*,' I C� l KOR H -- %� /' F .: 1 1 ' r: 2 WH/ '� I ,� ,, r TOR TOCKPILE 3' �a`� ` " UTJtITY LINES- AND ._ __ _ ` t � \ / NE UTILITY POLES;TYP, OAPST . IDEW� K // TBM "'. / L ;/ I- M' LEYLAND �_� t CYPRESS (T 8) µ,,. (r /. t „ „� ,1,�11 TBM -..- _ - _ TBR i ' `< , ,: { ,� - - r ,. I , /G"- PRESS 22" U✓HI,TE ' A'S H/z1_ K4 SINGLE STORY �- rr"i;--_ t(T9/T10) � nn/ '/ F 7WV ;,, ; / RESIDENCE TB.y� I t/j/ /_., c f \i?- (TO REMAIN) 3.5 >, - - "',(' r > ;f MAPLE 01 r3Tf //�%�,A\r"�,/tip, ` =, ))'1,4 f ` . �/ , �w ,,, , ai + , r I 1. r4 �� " RET. WALL^ /oo� �/ ( %%rl,,\; f r Fti, 1-1 I 11 o' I 7 ?_!,---__ X_- XY6 v ✓ T L 1 � ^S — 7. Y t _. 't` •-+'z ,.�; , .- ..,F.r a v t; /— �-a'#', _`n 4,ra'.=i:',r l CG-10 / TTO BE REMOVED)// 2BR16' LEYLAND // '} CYPRESS / // REMOVE 80' +/- / SECTION OF CG-7 / / JOINT TO JOINT / / INSTALL VDOT ST, . 0 — / — SOLID TOP ON E/STING DI-2 B IIN E-F—'ANIF'PAVE--- OVER. APPLY VDOT STD. IS-1 INVERT SHAPING. REPAIR PAVEMENT BY SAW -CUTTING EDGES AND 7/ RECONSTRUCTING PAVEMENT / TO MATCH EXISTING SECTION. Ill/ SERVICE PROVIDER TO F� REMOVE OVERHEAD UTILITY LINES (SEE NOTE 6) „ '. 12" PHO Tll�l/A II u dJ, 't r- tr)1�)- F ti Gt! T O..I RES �, ,: , ... r .. r, , .� - .. �, F A W R __ •._ .r< T USE ..J 0. O �a N p QPO EC} Rf 07:, 110 � `` I 1 /AL FI NNERC , CO `�>•"j}r.•„y sl F / J' are 1s t'z , ➢ ^:.. dF r ° r } , I , x,1 v ^ s T , r 4 4: I is i r,y Q>. > r 1 '.i \ } .1.. t 4 V 1- Y t \ -E. OLE °w - F P f� O/�/F' /' �, \ 1 42& li S O _� f'' ` i e �11 �t SHED � (TO REMAIN% 1. ", __ . I It -i TBR ,,. °' 5- 2O' PHO TIAIIA t, emolition Notes ( LOT 18 1. WATER, SANITARY SEWER, ELECTRIC, TELEPHONE AND CABLE TV SERVICE SHALL -T,M, 45 PARCEL 165 BE MAINTAINED, OR INTERRUPTIONS OTHERWISE COORDINATED WITH OWNER, C. D. HAMMER TENANTS, ASSOCIATED AGENCIES AND SERVICE PROVIDERS. D.B. 839 p. 86 D.B. 855 to.577 2. CONTRACTOR TO DETERMINE, THROUGH THE OWNER, THE STATUS OF POTABLE ZONED CO WATER SUPPLY TO EXISTING STRUCTURES AND COORDINATE ANY TRANSITION BETWEEN EXISTING AND PROPOSED SYSTEMS. 3. CONTRACTOR TO COORDINATE WITH OWNER REGARDING LOCATION OF ALL ON -SITE SANITARY DRAINFIELDS. SANITARY DRAINFIELD SYSTEMS TO REMAIN INTACT UNTIL SUCH TIME AS NEW PUBLIC SANITARY SEWERAGE HAS BEEN EXTENDED TO EACH SUBJECT PARCEL. 4. CONTRACTOR TO VERIFY STATUS OF EXISTING PROPANE TANK AND COORDINATE ITS REMOVAL OR RELOCATION WITH OWNER AND ANY ASSOCIATED SERVICE PROVIDER. 5. CONTRACTOR TO COORDINATE ALL UTILITY LINE ADJUSTMENTS WITH SERVICE ;, F,.� ,, ,{{�/ 5 PROVIDERS. r '. TBS � �, ;,� ,Cr i i" lc0 1- ;..� / ,� REMOVE ALL OF ASPHIALT � . ,, r 3- f0' NORWAY f ; \ '. _- '` T ,Y4" I p. DRIVEWAY EXCEPT 4' WIDE 6' CONTRACTOR TO COORDINATE ALL WORK WITHIN ROAD RIGHTS -OF -WAY WITH - „t =; ,,., / SPRUCE , ,/ .. ,�, ( ) is '" VDOT. I ti \„ - , >\,, - ( Q NON -HATCHED AREA. SEE �\, '� �y f TBS / t r/4 'PH IL 1� j''j' � ' ;; LAYOUT PLAN, SHEET 4, /, -�, DR14/E ; , C `) FOR DETAILS 7. LANDSCAPE CONTRACTOR TO COORDINATE ALL ON -SITE TRANSPLANTINGS {g .,'' r /NE = ; ; ; `� /' ' ` / � \`�' � ;; (EX. T6) AND TO BE SAVED AREAS WITH LANDSCAPE ARCHITECT PRIOR TO _;_ : T POLES•'"" `j_ �� � ��'_� - w \ E J �� Y`'<.' / � z A r � R TO REFER TO LANDSCAPE PLAN FOR SPECIFIC "r,—�'r ` ' -/''' "0` P ' CONSTRUCTION. CONTRALTO c -" �/5�7b �r "' `'�` ; _ '_- A "��B711C,C „ N PLANTED MATERIAL. .,,I //,,110,� 1 Z; - X I � ; t,, , sr-; �� LOCATIONS OF ALL TRA S t — , i / -% \ ✓ \ V / \ /. F 1 , \ ! , F 1' \ wT�txT`� - - f 'jr rIt 8, ALL PLANTING BEDS TO BE SAVED IN EXISTING LOCATIONS WHERE POSSIBLE, D.l.-2 8 15'' RCP T:167 3I IS :5 °°- - --y= --- ------ - -=T t, , �: �� \ �\ TF�L. ;QED, }t TOP/= 550.8'3 / -- ----+ -- ___ -- --� r*1 _ __,' FL Q W = 550. 5 D.I, -3A /' - '�'.z �. _ -_ _ - INV = 542.7 trQ= /' TOP = 547. 05 / CG- l0 - � -- - - 7 - - - - l / - ", ` ' / IN IN = 539. 35 T TO BE REA40 VED) - / ,,' . POWER ;; ` / (TO REMAIN)! / c�= /PERMANENT EAS'::,IMENT / I jBR ' VA PINE / 'U" VOOT PLANS rr,�{:r� r 8, M. PK NAIIT /�------------------ / 063/-002-185:r501' IN POLE // -- ------------------`--- / / EL EV. = 552,4 / 11. 11 t__� s.. / / / f� �` — // --- ——____.____. CONTRACTOR TO SET / / / NE�PEF MAN.EJTT BENCHMARK / k� PRI R TO REQUESTIRG / /y < / cr �;�-e ! DE/M90LITION OF UTILITY POLE %`' - — '6, , /Y Q-Y SERVICE PROVIDER ! ! , �� {`C / / Irq / ,. / / r i / / t "� / / _� "' f / / / I) Y. i / / / r _ ( / EN TRA NCE TO I �. / -� _ _ T _ BERKMA R CIRCLE / 41 -f / r ( I / _-.., =- - ---- \\ — ' _ _ — , ,. _ — _ 1 CEDAR `':.. t TBSvfGv9i -- -' 36" WHITE ,` /, Y` r OAK j / ''x / / 'r ,i 54 , WHITE I ,`%T B� OAK TBS I L N. API I ,;�. REA DRAINAGE EASEMENT � /} VDOT PLANS / t' '1 I / 0631-002-1855 �501 , / T Gj�U >' 11>, NC 3 !�U�LO/NG 'I'll V Y / ,' .. PR CE SETBACK ' �', ,X, f J ,C / i "/_ :I �1f}t CURRENT USE COMMERCIA L TBS — 8" BIG LEAF MAGNOLIA TBS — 16' - MS DOGWOOD — BOXWOOD HEDGE TBS= TO BE SAVED TBM= TO BE MOVED TBR= TO BE REMOVED i THIS SHEET TO BE USED • DEMOLITION'`' ONLY I Soale 1"=20' Contour Interval=2' 0 20 40 80 I /Y ;.J McKEE CARSO 1 CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 East High Street Charlottesville, VA 22902 434-979-7522 www.mckeecarson.com I 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. 4 � pp��I � P" 0 sr.4 tz W .?-q W-4 1 �4 0 J,_( ,_2� IIIA4r0 ��m" U 4 1-1.00 Revisions: 1.09/13/02 CO/ACSA COMMENTS 2. "10/24/02 CO/ARB COMMENTS 3.11/13/02 EEG./ACSA COMMENT 4.12/19/02 VDOT COMMENTS Scale: H:1" = 20' Date: 07/24/02 Project No.: 9923 Designed: AGF Checked: MEK Parking Statistics DESIGNATED USE REQUIRED SPACES PROVIDED SPACES 10,000 SF OFFICE BUILDING 40 39 2,016 SF OFFICE BUILDING 8 7.5 1,498 SF OFFICE BUILDING 6 5.5 EXISTING RESIDENCE 2 2 5 TOWNHOMES 10 10 TOTAL PARKING 66 64 2 PARKING SPACES IN THE UPPER LO I ARE SHAHEU by I HE UI-HUtz ANU RESIDENTIAL USES ON SITE. SEE NOTE 2 S41'51'09"p 2025r 0/��T� N of ,f 8 PAR(�IiV E F SECTIONS WITH, ^ _ 0 6q /g Ll F o F� Q BU(�PEIS 2 t CG-6; TYP. IA 80 0 �' '� / �(p 12 1 10' r r k - t 3 4, „ r 1A i 4 � � ETAINING - P ,^ HAMPER .V 0 WALL; �� 3. L, TYP. p / 2 �- 13 5. 2 � 2 1 A E R 7 NT • l + o o pE N l �w f k � Y W 3 L tlN i i t 4 X 10 r k AS r � STORAGE; I TYP. CONC. DUMPSTER PAD 00 R\ AND WALL ENCLOSURE 30' ACCESS h 1, EASEMENT, TYP. PRIVACY/FENCE; �k 13 TYP. Q VDOT STD. CG-2 `�J6�;< f 1 `�J `'� N / 20 _ .; t f 2 50 ` HANDRAIL; r j 1/ .. 1 fl I� ��?= r' d' ¢ r r l i : -4W UQ TYP. V f o 5' R/ VDOT STD. RWE-3 , d c��j + k -N� oU o N 39 3230'�1j RETAINING i< r ( „ / b 4 ro' o d. c� / o> °� WALL; TYP, o HVAC "` ` �`'� N `�' a R o r3507�" UNITS O I (TYP.) ° A. F n 0Ov O„J1Xl w \ / 1. d' PATIO / ,, / o Q TYp °� s" �r �l" "' W a �`�. 1.' 01 i3.44' `° U1+ � TYP. f k �7 e Q rYp �' `� 1 < : rnM ��o '2016 S� ®U�COW ,�� , 8 0 F{ANAIG"A o �' c. (SFfi 2 S�. B k ��...: 8' SECTION OF �Yp SIGN / T `/ �� j "� pW ARCHIT 1 r r% PRIVACY FENC ; t n : .r` z O 2 13 c�4 '� x,' q W \ gig' FOR DFTq R C /L COf_. S TVA / I6 8' o NND`I 6' o ®''���" 5 I 0' 4 q o SIGN STALKS, f _ rYp TYP PROPOSED <Y�.., Notes I �, 6 SIpE r18 t f> BREEZEWAY 2OQ- Cf(; Yp ,� O 1 t,> CONNECTING 1. THIS DEVELOPMENT CONCEPT PROPOSES THE CONSOLIDATION OF 4 PARCELS v, r { EX. HOUSE rYp = �u "='Yr . STRUCTURES INTO 3, INCLUDES ADJUSTMENT OF EXISTING PROPERTY LINES, AS SHOWN ON / '44d h L ,� ta 3.35, GENERAL LOCATION THIS SHEET, AND THE SHIFT OF EXISTING RESIDENTIAL USE OF OF BENCH J �? COMMERCIALLY -ZONED PROPERTY FROM 2 PARCELS TO A SINGLE TRACT. GAS METER "' CHAMFER f - q =' LOCATION /_TYP. 4 / Q6'„ 3 `� �,',' 2. WAIVERS (SDP-2000-134 APPROVED ON JANUARY 22, 2002) HAVE BEEN GRANTED (TYP.) ,yams o 23 q 2' INSIDE ` d ` _1 =� BY THE ALBEMARLE COUNTY PLANNING COMMISSION ALLOWING FOR BOTH AN +f,., 9 '" CHAMFER; / �� `� �� °���%+ c ° 0 ACCESSWAY SLOPE IN EXCESS OF 10% AND COOPERATIVE PARKING BETWEEN f / Od 1/ J / o `xf TYP. j T6 �� �� PROPOSED RESIDENTIAL AND COMMERCIAL USES. COOPERATIVE PARKING NOTE. + + y p r REDUCES THE OFF-STREET PARKING REQUIREMENT FROM 66 SPACES TO 1 YN^- Y;rry PROPERTY LINE t� t 64 SPACES. = 4 IS BASICALLY I t A t t R,, PARALLEL TO t t HOUSE EDGE 3. ALIGNMENT OF MAIN ACCESSWAY IS PARALLEL TO SIDE OF LARGER EXISTING / t 4' `' t t 0' RESIDENCE. ALL BUILDINGS EXCEPT SMALLER EXISTING RESIDENCE ARE PARALLEL U 1 D IDEW p , c t CURBING ANDS ALK; °' + TO ONE ANOTHER. TYP. t t t l TlE s 30' BU/CD/ 4. -------- NG SET i J�ING _. _ __ --- •- BACK f 1V43° 11'30"W r r RP/ 66,20' N39 ° h'Fj Q 37p 3230 0: r 7.g �y 2 - EMPLOYEE �A --- 5. PARKING SPACES GENERAL LOCATION + ,p 5 RP EMPLOYEE PARKING OF PICNIC TABLE AND 32 `` _ GRILL 8 3' R RN --. -.-ON._LY SIGN /0' PARK/NG SETBA PRESERVED PORTION �p o� CK OF EXIST. DRIVEWAY 6. _ � _... r _..-__-- - - - - -- --_.._--.__-_..____._._ "CIA/114 fi BICYCLE 3 VDOT CG-13 - `..' _ _. LANE TYP. .M sF STANDARD --- -- INSIDE CORNER OF PARKING _ - _ _ _-...__ �� VDOT STD, CG-12 4 COMMERCIAL HANDICAP RAMPS LOT TO BE EXA0TLY-_1W--FROM...._. - ENTRANCE ADJACENT FRONT PROPERTY EXIS TING LINE. THIS POINT ALONG WITH STRIPING -- THE....CENTERLINE _BEARING OF THE sr, ,aas - ' 250'+/- TO RT, 659 600'+/- TO BERKMAR DR, ACCESSWAY SETS-. UP- THE- ALIGNMENT- TYP.,;, •.y.k� OF ALL OTHER RIO ROA D WEC T __---- SITE IMPROVEMENTS. u ._ .._ _- ---- ...__ _. ---.._ ---- ----- ----- . __-_ ...... EN To r BERKMA R CIRCLE = A MULTIPLICATION FACTOR OF 0.8 IS USED TO CONVERT GROSS SQUARE FOOTAGE TO NET SQUARE FOOTAGE FOR THE PURPOSE OF OFFICE PARKING CALCULATIONS. RECREATIONAL AMENITIES, SUCH AS A PICNIC TABLE, GRILL, AND/OR BENCHES SHALL BE PROVIDED IN THE SOUTHWESTERN PORTION OF THE PROPERTY. THESE AMENITIES SHALL BE INSTALLED WITH THE CONSTRUCTION OF THE TOWNHOUSES. HVAC UNITS FOR 10,000 SF OFFICE BUILDING MAY BE LOCATED ON THE ROOF AS AN ALTERNATIVE LOCATION. HOWEVER, VISIBILITY OF ALL HVAC UNITS FROM ROADWAYS AND RESIDENTIAL UNITS SHALL BE ELIMINATED. THIS SHEET TO tti D FOR LAYOUT PURPOSES ONLY Scale T'=20' 0 20 40 80 ,/9 1 r� McKEE CARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 East High Street Charlottesvgle, VA 22902 434-979-7522 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. - -_ e� S� c-' C� U e~d Revisions: 1. 09/13/02 CO/ACSA COfv1MENTS 2.10/24/02 CO/ARB COMMENTS 3.11/13/02 ENG./ACSA COMMENT 4.12/19/02 VDOT/ARB COMMENTS, Scale: H:1" = 20' Date: 07/24/02 Project No.: 9923 Designed: AGF Checked: MEK FR STRUCTURE SC r(S 7- SANITARY SEW., H ED U L E TOP INVERT INVERT lD TYPE E L EV I N OUT PIPE DESCRIPTION it EX. MH-1 533.24 629.04 629.24 ' J 83.40 LF 8" PVC 5 0.67% .0, 537.76 530.00 529.80 J 147.70 LF 8" PV0' Q� 7.66% S-2 MH-1 549.001 541.31 1�4X-fiivn Ci-NU"4- JL'1 LLAIC %-.,U ILL 10,OOOSF OFFICE BUILDING 8 SINKS 6 TOILETS 2 URINALS PHASE I GRADES TO TIE--\ 4, 2016SF OFFICE BUILDING 4 SINKS INTO EXISTING GRADES 3 TOILETS 1 URINAL EX. RESIDENCE (TO BE 2 SINKS PHASE 1 " AN CONVERTED) 1 TOILET LIMITS EQUALS 1 SHOWER - ------ PROPERTY LINE J/1 1 EX. RESIDENCE 2 SINKS 1 TOILET 4, T 1 SHOWER )T fl APARTMENT BUILDING 3 SINKS PROPOSED U TILITY POLE. (X5 APARTMENTS) 2 TOILETS POINT OF TRANSITION 2 SHOWERS FROM UNDERGROUND 1 DISHWASHER A 1 SPIGOT TO OVERHEAD SERVICE. I 15' UNDERGROUND r- A r-7 Y' UTILITY r- tA E'M ENT I t g;; I yy R, J, f it 0 I 20'ISAN. SEWER 04 STORM MH EASEMENT FOP � 524.75 D,,B. 1500 op. 245 (PLA 77) f8' INV. IN z 515,7 2-4" INV, OUT 514.9 AV` Z�_ �EIXVPRK MW^T-QP L I 0,T -A 19C16 B 0 A, /TO AVOID, CON 7`'�-` _-7 fe RB WITH PROP. C,,�rr 19& 101-, % E v SAN. I MANHOLE �__38, L 12 -4 n� NOTE: AS '64s, OP /V/- M�TERS SA N Tdi� ' 5,33. /8 EXIST, WATER IN V 512,�i �,/VVV.4-V_8 88, 4 Zl."�� DVF-D SHALL BE REM 1" U OR RELOCATED A, S R OM/ IRECTED BY THE AC,�k IqL !c N x PHASE I N LIMIITS N 1`5' GAS N V L ND T FOR SCAPING EASEMEN qD PARKING LOT 4 P. L 6, SL INE 'o 4 AS, IMP�OVEMENTS IN N, j 0 C 70/V v I HIS, AREA ARE NOT�`lz� SSUIVIED L OCA T X. NCLUDED IN PHAS�, A OF d P. E GA SL INE A A P�P 7 y�\ @ AR, T _Y11 S41 V/ d. H,' INVI, �509.70 3�, TOP�6 k4� E V,'.`-A 2J. 0, i%k /A �p, E NN - V) 44 kl� < W_ Y_t Ut �*f ftj Z�Ji -k- PHASE I y LIMITS 'T f 2 :`,-4 J, Az� 7 0,;,", �2 Z V V61", 40% t VA, 2, -\20' SAN, SEWER EASEMENT Iq -.2 D, B, 150 0 top. 24 5 IPL A T) 3'. N �, Q E, R. Q R, R 0, � i`� 1, NDE z C3 omwu. U /4,/ PqkE F, Tr EX. V V SEW R z41 PHASE 1 Tf I uuf I M- _Q, .117,--_-_ � LIMITS EQUALS PROPERTY LIINE f VV CV Q� I CO CO EM . ...... CO x V . ......... JL0_ PHASE I "NQ LIMITS OF 20' Ull Q7 IDEWAI K -QUALS _CONSTRUCTION" LIMITS BUFFER. DO NOT PROPERTY L INE DISTURB. 2 O'� DRA INA GE �u DING ANDIOR UTILITY ES'MT, 'D 3 4 14 o y TAKE OVERHEAD PO ......... . . SERVICE PROVIDER TO PROVIDE All T., TRANSFORMER AND PAD. EX. SHED EX. HOUSE '7� TO NEW PAD MOUNTED TRANSFORMER. 14 POWER, PHONE AND UNDERGROUND 1. ALL ELECTRICAL CONDUIT FOR DOMINION VIRGINIA POWER AND SPRINT/CENTEL CABLE SERVICE TO WATER SHALL BE PROVIDED BY SERVICE PROVIDER AND INSTALLED BY CUSTOMER. BUILDING IN SAME PHASE1 SERVICE PROVIDER SHALL PROVIDE PULL WIRES TO CONTRACTOR. SEPARATION MIN. 10' ZE EETRENCH; TYP. 0- CO S! LIMITS EQUALS CONTRACTOR SHALL TURN UP AND CAP ALL CONDUITS. EM PROPERTY LINE VA� POWER PERMANEN 2. GAS SERVICE TO BE INSTALLED IF NEEDED BY SERVICE PROVIDER. F EA SEMEN VDOT PLANS 10, 20' WATER i T M A 3' GM(A) REPRESENTS 3 METERS OVER 3 METERS A A 30' UTILITY' TER LIGNED S NEEDED TS 1-3 ME J. ; S_ GM(B) REFP RESENI I F1 r\ n POINT OF TRANSITION I 0631-002-185-0501 EM REPRESENTS ELECTRIC METERS UGE( _?VERHEAD SERVICE. TYP. OUSE METER WITH TYPICAL METERS IN THIS LOCATION IY/ r ",REff, WA TB REPRESENTS PHONE SERVICE BOX Al LEPHONE PEDESTIAL IN 4. O PLACING BURIED SPRINT/CENTEL CABLES. 'V L IN DRAINAGE EASEMENT -USE DITCH W8" 6" TCD�� D.I. -7 FHA WL TOP 558.7 f 5. SPRINT/CENTEL AND ADELPHIA CABLE SHALL UTILIZE JOINT -7- IN V. 5 --------- ALL SLEEVING SHALL BE A MINIMUM OF 4" SCHEID. 40 PVC UNLESS OTHERWISE 136 -,:t K NOTED. Z, PHASE 1 6, TOP D. 7, 6 YO U W VDOF PLANS WHEREVER POSSIBLE TO BOTH EXISTING AND PROPOSED BUILDINGS. - . . 631-002-185-0501 84' 1 -RCP 192.8 2 ...... .... TIE GAS, ELECTRIC, TELEPHONE AND CABLE LATERALS INTO SERVICE MAINS 7. 3 LIMITS 1.00 IN. CG- /0 C CAI ki 1 0 SEPARATj COMPANY TO INSTALL AT SERVICE EXTENSI"NS TO SITE AND ON OFF UTILITY T OT ALL ON -SITE PIPE AND CABLE TO ASSOCIATED METERS, PEDESTALS, -7. CG -E PANELS, ETC. CONTA OR TO PROVIDE A' 1 coNDUIT. RANSFORMERS, SERVIC ....... .. . .15-- cP- - 3: r?P OG 7 CONNECT TO 81IX6 TEE�� PERMANEN'T EA_�5EMENT FHA VQOT PLAIvs ALL COMMERCIAL BUILDINGS MUST HAVE A BACKFLOW PREVENTION DEVICE INSTALLED. EXISTING SYSTEM TO2., 54 ,705 8 11 G. V. 0637`-Oq2�485'-0501 /NV -Z-1,539:55. 9. FLOW AT ENTRANCE HYDRANT � 2180GPM. ------ ... .... - -0 P,0 ...A- _W =e-� -T- FLOW REQUIRED FOR 10,OOOSF OFFICE BUILDING = 3000GPM. FLOW REQUIRED FOR 2,0163F OFFICE BUILDING : 1400GPM. - - -------- - i1R, 0. W VA RIES) FLOW REQUIRED FOR 6,OOOSF APARTMENT BUILDING 1500GPM. ------- - -- 7 1 H U K I U bt: UbtU .... ....... ------- - - ----------- ------- ----- -- UT11 1TV DU RPOSEQ ON' Y ------ ------ --- E/YT Scale 1"=20' Contour Interval=2' BERKMA R CIR CL E 40 80 0 20 X I/Jill f R, 7 4�1 Jy i G7 C\1 LU e* jrkrk ERq VARIABLE WIDTH I ,NE I A NP A LEI UTIUT'� EASEMENT Vl��Ej .0 /UNDERqRQUN PH(O N i h1q POWER .4 . M-1 k -�,FRVI T A. Y_ Bui�bu'd I tNq4 M' E TR Ti'P. J tsh.��,-"!�,;.xv� 'Z 4--w 01'��-_??,, 4y- J ',E EM zdl IC 04 ..Y ::g o., zi x AN 11 WMI zy I u McKEE CARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 East High Street 0 harlottesville, VA 22902 434-979-7522 www.mckeecarson.com McKee Carson and Field Sport Concepts, Ltd. reserves Rs 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 iwhatsoever, nor are they to be assigned to any third party without first obtaining the e xpress permission and consent of either McKee Carson or Fie P9 Concepts, lLtd. L J PiLI od > I U Cd r -rl li�l Q) Rev�isilons: I 1. 09/13/02 CO/ACSA COMMENTS 2.10/24/02 CO/ARB COMMENTS 1 3. 11�13/02 ENG./ACSA COMMEMJ Scale: H: I" = 20' C.I. = 2' Date: 7/24/02 Project No.: 992311 6,� L,_ Des----d: A GF 1_11J Checked: MEK .,, y y y y y y y y y y y y y y y y y Y' y y Y y y Y y y y y Y y y y y y y y \� NOTE: T vvrO On MORE r"n!'JATE VV nTER SERVICE EXIST IN THIS AREA. EXACT LOCATION (UNKNOWN.. MAINTAIN WATER SERVICE TO EXISTING AT ALL TIMES. 20' FROM PROPERTY LINE TO BACK OF EX. WATER EASEMENT EXISTING 10' PRIVATE 1 WATER EASEMENT X. .�._ .m_.H T 10'_ FROM PROPOSED M1 --WA I ERLINE TO BACK OF NEW EASEMENT ,\ PROPOSED WATER ! / 1; J ASFAIT t r 9 { APPROXIMATE LOCATION OF PROPERTY LINE, TYP. .--.-...- 8"X6" TEE FHA t �01 Hib' SHEE i e U BE lb"ELD i-UR OFF "�i_iE %.) I L-1 I I �v®®OSES 0%-/11\41L Y Scale T'=40' 0 40 80 160 McKEE CARBON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 3101 East High Street Charlottesville, VA 22902 434-979.7522 www.inckeecarson.com IMcKee Carson and Field Sport Concepts, Ltd. I Ireserves ifs common law copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the property off McKee Carson and Field Sport IConcepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned t(o any third party without first obtaining the express permission and consent of either MlcKee Carson or Field Sport LConcepts, Ltd. ir a mT o eyo x � !?evi,iorw: 1.09/13/02 CO/ACSA CONIMENTS 2.10/24/02 CO/ARS CQNWENTS 3.11/13/02 ENG./ACSA COMMENT' Scale: TT. 111 = 2V' I C.1. = 2' IDate: 7/24/02 Project No.: 9923 i I 1 l Checked: MEK ! 520 515 510 nEX ns- S'2 i ( _ _.........v.. ..�.�,.�._..�w.�.�..�: w�.�...�.�,..��...�m.._..�.�u_:.,.�w.__..�G:.,..�W.:�..��.��_._� �.��..�_�...�..�._..�...w�. �......�....v�.��._w..�_....�..,��.w_.�.._�.,..� ;�.:_,...ti.�.,......:�,_..�..w.��.mw�..��....��..��..���m........�.�..�d .._�......�.....�. �_.�._..___w_���.��..�..__..�...�w......_.:..v...a.W.��.vd.�..��..,.��.. . _ ...w._..�_w,�__�Y �.m,..�..�,�.�.w.�.w�..�..�_.:v...w.�...�_.v.�..����.�..�.� _ .�......��m.�.d_w_w� ` 111 I i i o M h ! j f �' { ! i co 0J t i o rQ o o .0 V__,_�,...,..,....._...�....�.�...,! .,....._w._.�.,,.,.,,�.�w... i! � ..� �.. I �....�,....,, ..�_..,_._..�.w.� �....:.._.P,:::.....�...,...:�.......�... I,�...,_...�..�,Po.A.....N.�.,�_.,W,___._:�,..�,....,�.....�..�,�,,._�.,.a._.w....._......_.��...a...�.�:...�.,.d...J.......,�.,. i v) � i �. �! .�......._.,......�..�._�.�..�..,�n,..r.........w... ..�:.._:.�.,:..w.�,:..��.a.. ...w._:M.�..::.�.�,,:�.....,_. w.._:.�,.....�.�.�.,.....,.a.....�1...._..._..w,...........�.._w.,�.� ! E r� { E 1 I ..........,__.,_w.....,.o,. .................. ay.m..�v.,.wu..�w,.�. .�..+,....:,.,be...». ...�_...�.,.m.......«,,.,..�.. i - 1 I j j ' ( PROPOSED GROUND EXISTING ;GROUND �_.a..,._.:w...._.......... .._.w......._,_,._.�... ! .....,._.�....,_.:....,.,.�.. w�..�...,..�,_...�..�.. ......�»..�.>N...n�...._.. �,I.�.o..�._..�.,.,_........V.�..w. �......_.u....._.....,,._..,..,..._...a...�....w_...,..,..... �.�,.........m.._......_..d....w. ` y...� j.:._.� �..._. .�..,.�. �.t..... ......�.�.. ..-� .w..F..-�.... } I i MIN, -12" SEPARATION , MIN. 18" i i i I i I SEPARATION i 4 MIN. 12 i EPARATI 1,.,......�...-.,�.. / � � .,.......,H,.�....,....,..,:.......o.........,,.. .....................................�_., ,.:,...«....._,...:....«. ,...:...,...w..............._,..,�.,.{... ..,.»...,........:........ -...,_.......,..,.,............,.........,..:..........«...,...,.,.... .,.....�....„......z,.�...a..m« _..,....m........,........�,.... v„�..........,.-,m..-.ate...:.:. «.,..:..r....,......�.....,... .�..,.....®.,....:.... ,4,.,...,.,._.. ..,..�...., ....p.» .....,.! 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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. 0 P4 r� .ct 4-0 I i r� Revisions: 1. 09/13,/02 CO/ACSA COMMENTS 2.10/24,/02 CO/ARB COMMENTS 3.11/13,/02 ENG./ACSA COMMENT Scale: H:1" = 20'; V:1" = 51 Date: 07/24/02 Project No.: 9923 Designed: MOW Checked: AGF Sheet No.: fl Of: 17 560 555 550 545 540 535 530 525 520 515 560 555 550 545 540 535 530 525 520 515 A-4 D-1 D-2 B-3 O O { T II! #f O Ors. �.:0 �T O O� III . y e O O= f f 3 c_ O� -7 N I' u) �' 0^ ! I r (] j to ti Q cM r-� i 0 M M d I LO! O + V I 1: +to 0+ 3 Ij I T T r I r 0 Ef i f Q O Q' Q o I i E r I I, ! 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E a 530 i 525 _ PROPOSED GROUND 520 I i ! 1 515 510 I 505 ! t 500 i t O 4951 9+00 10+00 STORM ®RAIN °E° PROFILE MWI .ii /Yl.r� W EE CAISSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 East High Street Charlottesville, VA 22902 434-979-7522 www.rnckeecarson.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. a o U U i� Revisions: 1, 09/13/02 CO/ACSA COMMENTS 2.10/24/02 CO/ARB COMMENTS 3.11/13/02 ENG./ACSA COMMENT Scale: H: 1" = 20'; V:1" = Date: 07/24/02 Project No.: 9923 Designed: 1VI0W Checked: AGF Sheet No.: 7 Of: 17 McKEE CAR ON �.__ .. .� ,v� CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 East High Street I_ I { I I --_. i s { Charlottesville, VA 22902 595 — I _ f 1 t t } 1595 1 T -- ! , .�_.... 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All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be i I I MIN. 3' 5 5 reproduced, changed, or copied in any form 585 _ _. _ _ _ }. '_ _ f _ _ { _ E 1 _- f _ _ __ I �_.___ _ _ _ _ __. _ _ , _ __� I " __ 3 _ f' _ "e t_ i ..` _ " —GO E 1 ( __ ..r'" or manner whatsoever, nor are they to be w. EXISTING assigned to any third party without first ROUND } _ i , I obtaining the express permission and consent of either McKee Carson or Field Sport I I j I i Concepts, Ltd. 560 530 i , } I `-I- i I ! W i _ . _ _ w _ _ .�._ _ ~ ��- _ . .. _ _ _..... _ . __.. ___.. _w _. w " _ _.._� _ .w _ . _ _.. _ ..� . p _ �.._ _.. w.� _ _ ._ _ . j # CLASS 52 I f I } I � 8" DIP WL � I ( ! 5 75 I ( I f f E } ( I I ! ._.�_... ,.. 575 � ..�..�W_..N.�.... _.��..�._ �..R_.. �.._..��. ._.,_.�_._�...�..�.._. .._.,.�nw.�_.�.. ... 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I { I CLASS 52 4195% COMPAC ;ION OF FILL I 8" DIP WL ( ff i ' ---_ I (AREAS UNDER WATERLINE { } � I � C t , I I I , I 40 � I I 54 0 ! j � a MIN. 12' i j 1 �! i { i i I I ! SEPARAT1iw w . _ PROPOSED GROUND Scale: H:1" = 20'; V:1" = 5' EXISTING GROUND MIN, 18" ii ! I I I SEPARATION I I MIN. 18" ' I Date: 07/24/02 535 } I I E I , E I i ! ! i SEPARATION f E �----:.� 535 { i ! I � ! 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J I f I ! m oo I I w 4" DIP WL m m Q 525 j I i i> � �= W W I jJ q z j 525 Sheet No.: i S i I ! ! , � i ,.�. �.�,.w,�,._..� w..,_.w�..�. wW� � _a_u..� ..M.,..�..._.�.;��,._,_._....,�.,.,w..�...w_.�..,�A�.._.........�,..�........ww_..�w_d.�...�„_..............ww�_.. ,� �.�. .,.,.�..__.. .�__.___...M....._.._.w� �........_.._.�.__..�.. ..�.�. � ..4. w___..w..�..... a.. .,� !! w } { I ! F w I 0 {� � i I I vwi cwn ¢ i cWi� U) { ¢ co cr 1: E f 0 0 0 t € !Ir- s > I ! 1 > 0 Iw Q < Q� IQ _.. �....W�_.�.��,... ,_.�._�.�......... >.�_.a.....,w,.,...�a,.F I M � ¢ wt— o 0 0 W r" Q t— W J _0co Q F O 5z Q t 520Q Z �.H. 16+00 17+00 18+00 1 +00 20+00 21+00 WATERLINE "A" PROFILE Of: 17 e . Tree Cano-ov Calculations -1 CALCULATIONS: Site Area = 2.25 acres, Credits: Open Space (0.39 ac) Basis for Canopy: 1.86 acres Area of canopy needed is 10% of 1,86 acres (,18 acres) EXISTING TREES TO BE PRESERVED Tree type Quantity Height at Amount Height in Width Width in Area of Total area Planting of Growth 10 years Multiplier 10 years Canopy of Canopy (feet) in 10 yrs (height + (ht in 10 (each) (feet) 10 yr yrs. x (see growth) multiplier) below) /r /,: 11 / // T / / / /` 7 3 // r'/ // �/l 2- AG %' f/ r _y------.- - _ / THIS SHEET TO BE USED FOR LANDSCAPE AND LIGHTING PURPOSES ONLY :, J ,� r 1 r ! / / / / r11 // ! /' / / , / / / / 1. �' ." � , ._'-:%.:;. I _� r 2 /^1 fi /f ,,_ lI ' V/� f ! - - /�� !, M f. � W! - ;_: 1I 1 /---I,-- I 11) �� =�^ r F, ! , / t\ / i�- // _ _, i 3 J .1 ; ; /n� / # t 3I,� t f PY " ' I ) I ! BIOFILTER SPECCES SHALL INCLUDE r /u\ } 30 NATIVE GRASSES/SEDGES PLANTED IN I %'t ' PLUGS AND/OR SEEDED WITH HEAVY �, 1 STRAW MULCH COVERED WITH EC-2 t A", ,� � � � i 0 EROSION CONTROL MATTING (OR EQUAL) �\/i \ 16 'JH PER OPTION 3 (WILDFLOWER MEADOW) / I IN THE WATER PROTECTION ORDINANCE OF % ! '� \ ,,� 6- IG THE CODE OF ALBEMARLE. SPECIES SHALL �� s -. -, � I `' CONSIST OF 50% AGROSTIS ALBA t � ' ` ` 1 (REDTOP GRASS), 30% CAREX LURIDA t \ '1.,ts (SHALLOW SEDGE), AND 20% FESTUCA 'r- H 8 FESCUE). OIL VIVA 'ELIJA BLUE BLUES a 0 ( f s MEDIUM SH ALL BE PER OPTION 3 z 7 F r r i 4'% f, C r s � t ! t i ft [ f 1 ,A \ 1 t :�' . t � f J t r �- ,C" rig \ 4 ,`� .? 1 , r , `n ( .,.,. ,/ / .. GU IDELINES DELINES - kk l}1> S / .Ur •. - .. ..� -�3. r.�`"'�3 ,.._ > 5..�..,:.,. r. i .� .r,.. Y-��.,.. :2 _ ..: _ ... 7. S'.J' \ Q r S _ f ..... - \ ! ' AWN '� ... - :- - . w .... , .. .-�. �. 7 .. . ,Y ,�. ,,. a ... -_ , Maple 1 16 17.14 33.14 0.73 24.19 459 Maple 1 14 17.14 31.14 0.73 31,87 797 Leyland Cypress 5 18 10 28 0.23 6.44 33 Leyland Cypress 3 13 10 23 0.23 6.44 33 D o wood 2 1 2 1 22 0 0 74 1 .28 6 208 Che rry 1 12 15 27 1.00 27<00 572 White Pine 3 12 20 32 0.50 16.00 201 Magnolia 1 10 10 20 0.57 11.40 102 EXISTING TREE CANOPY (FT) TREE CANOPY (AC) STEP 1: DETERMINE TOTAL CANOPY CREDIT FOR SAVED TREES Calculate areas of canopy saved on -site. Multiply by 1.25. (Existing tree area saved on -site) (3213) X (1.25) = 4016 SF (.09 AC,) (THIS IS THE CANOPY CREDIT] STEP 2: DETERMINE REQUIRED CANOPY (Basis for Canopy- see calculations below existing tree section) X (%) = X SF (Y AC,) (1.86) x (0.10) = 0.18 SF (0,00 AC,) (THIS IS THE CANOPY REQUIRED] STEP 3: DETERMINE ADDITIONAL CANOPY REQUIRED FROM NEW PLANTINGS Subtract canopy credit from requiredcanopy (STEP 2) - (STEP 1)= NEW CANOPY REQUIRED 0.18 AC. - 0.09 AC. = 0.09 AC. STEP 4: DETERMINE IF ADDITIONAL TREE CANOPY IS NECESSARY YES. (1) Pin Oak at 10' = 329 SF NOTES: A 10% Tree Canopy value was applied to the site based on dwelling units per acre. An average 35' height was assumed for the existing trees on -site. Values for the Area of Canopy provided above were taken from the Albemarle Tree Canopy Calculation Chart and using the best professional judgement. Areas used to determine Open Space Credits have been identified on the plan, 459 797 165 99 416 572 603 102 3213 0.07 0 4-PS 2- PA TRANSPLANTED TREES; TYP. t t �. 1-MG I \., 1-CD 1 rt ` t ,\ i1i 12'.„ TUL /m POPLAR j '/ I 11 11 ;I �/ rI I 9 f_. 1 1-AS 4F1 3, { A41AR ) I 1 I 1 i h, r / /0 ,RED ' �` , OAS :1 { / f-, \ r } `I l.- .. 4 " 4ED ! � -+- j oAlV,\_ f ' -' 1 4 t ) ��j t i & VVh 'r P1NE jt'``,, '''4 t l ' . - + r,� , r ; r t '`y _ - I r I l t 4, / ` ` % ; I j I 11 J I l 'r / , 1 I I 11 i f 1 : � J 'I l/ 1 r m ) f 1 l'•.1 �..�_ � i Sfi !jl rr( , +.1 . 11 ' $y fir! 3Y !1 1 i f / � -Pn J ..•-- i f /' � / [ r.'. ___ i �JJtCt/ ;� ICJ ;% i ! % i, / pj) \ �� x I l >jt�� �' �,J 1� �%1 j D �� �� r - _� �] 1 % f{( I11 ! j '� 1 ,f 1 I 1% �%7r It f) I f t1 [( I 1 I t' I r r'' j! r1 ` 1 L A �N N t / t r Ir l I r ''� _- , ;� I ' f II f ]SEED) 7 !/ /' / / $, / I t ( / fi �' r j l 1 ` / ! rfi ; I f i l t / t I - 11 I t' 1% 3-P'R l j J r' 7r' ! 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DO NOT DISTURB, / x /' / � . /: � ;1 ,.j __ -''� _ t- 1 1 ._ f'' / ! #3 r It r., ?�t +ti .+,< >`i k I �p� 'l: ,:, y.,. -may./ •<'t`Ct 4 / / d'/ / j' 'rl, . / / > j -94 i •� J. rxr f-� �i k.";j i�' `, _ \ \ rl«,..• r~ r \ ` .� T 1011 ®., ? r . 1 J,-.-,."1_ f: r ,r / j/ �/ , ja ` ' ' r / '(•:7 ff .`'Z+.,,, may, 3-- {f- s' 'tt r -' %.� ,('`j.-t. l- J/ ,Iq,`.• K( ®�m�`e A � "^V 5 'q Y t 1�t `�t"jf{- r j '/ IT ' / / + _'h I "r; . . o..,< .\.: t ... s 4% r'; •"`'�.?i p'l _ t j � ` ' I , v ® `` ] S ,t " k4 „•/ e / ' ! ` •, ,f / ry 4x ,r .' h .- '`, . _ f Y Q ` 4 ••! 1Z �,.' %�` \ @y _' 'f f-1,•-,.w /' / 9 t /': t - _ y P f t' :.e? 3 +'-" "}: �;' �r .c^;A}( - k°, y? to ` /�j� l d `, �' ., �° 3 !l .a{/ ' y l 1 i°- 7:rtr a tFr.... .'7 f,: w ii ® <?' 2,Oi e(/ / a_ / i , / 6 1 ' T 11 cM a I kl ; / ��, f'\� / / I _ Q - S�/2 ��/�Ca / � 1. 1 i �' s rr '�� N; � , 09.zm �"- j`a`'._ STAR =; - ! .. Y .. _. �T ,p / L h IL f 1- GG f) !. f i If1 t " �( / i_ 1 Y : ✓ rt . V' � rz u1 pQ) ,r i f / % ..f :?";t �`k� 't "a3..•„ '/' - ;:{ ,.,la,•'^' s l .rP :,rr r tii; /F: (L/ 4 Q-'o '- 1. ,t 3- PA j i f , 6,.s ;!: ti (l I J wd Ia Jam' ✓ + r } .°! ® i ®% `'. / /f' . ' r ,4 :,< , fir; O.,.� � ,I' :3 j ,'. 1, ELECTRICAL CONTRACTOR TO COORDINATE WITH OWNWER ON ISSUES RELATIVE + . / --", i y. , /� r - , TO METERING FOR COMMON AREA LIGHTING, OVERALL CIRCUITRY FOR EXTERIOR .` ?�` T9 ' W btu/ 4' 1-.V r / T \ f� a , $r SITE LIGHTING SYSTEM AND SPECIFY LOCATIONS FOR ELECTRIC PORTS FROM BUILDING. % l 4 r'/ f % <r" { , ` mr k ' f 1 s `v,1`� it .. a g , \ ®® 1 \ i r !' t /� %. `•."r .,,tea, , !-.......'0 ' ? f „t"rr; J � ro 7 r . r � ;:` 7/ :i > ::..,...�, 3 l f �,� ( � 1, Landscape � a vu 11 ... .>_ � f ,, r � z=� 7/ � � � � y , w'A = ./ � a 2• FOR LIGHTING SPECIFICS REFER TO PHOTOMETRIC PLAN FOR FURTHER DETAIL. % i % 3 � "-..~.,�4 ��,.•" `____ j/ter•- > •`r ,(i„ lI , +,s ,�' t .r i, ",",,.,, { w.. .w. 1 a�""yo--q:.-({�.N,:,.""'..,,,+a„< ram. ' f+ s (--,."-.,- �/ y 'rl / al.l y. _ ` '�,•._�--.-..` .r , 7 C S ';r ar! ,w�1 fi wr; :a ' `� - a•m,..�..�,.•'""` M' IJ r j I t W // �_ k, f u ,:, ., I r l / Jf-n q I.t� .:• ?'; .:.t_ AWN V i� 3, CONTRACTOR TO PR IRRIGATION INSTALLER AS -BUILT UTILITY PLANS PRIOR TO ,.1 .:�,vl.lfr fr / W' ��- ,` / ":/ 'A,,_ �, t', \ I xa ( PROVIDE I 1 i , rp % "-.ate / zy '.�a a / a ! 3 4 ( ED) 1, . , ,' y „ ,; 7 r J �;, ,' ,. :, , f, r; \ I _. IRRIGITION SYSTEM INSTALLATION, I - n EXISTING TREES / / ,'' ,r/ �i ! rrn E_' n ct -` € h 3 ',:�j ,, �f f __ r' fi f,l ,,. PRESERVED � -1 � J` � � �C� � � �+7 t � 30' UTILITY 1 ' r �' "!xj "I 4. REFER TO LAYOUT SHEETS FOR EXACT LOCATIONS OF ALL POLE MOUNTED LIGHTING I 's f. /, = // / a 3 �/ r , �r, l ..� �� w r a ': _q EASEMENT - `� _ ,.. %. 1-1� `\ L $ I FIXTURES. S S 11 vuuv r � � _. t , r � � . �aY WHITE } r �; r """`w j°'•%.1 _. �' l� r� �- _ r r / i r��/'. ' \ t `� 5, ALL SPECIES SPECIFIED GREATER THAN ONE SHALL BE ORDERED FROM ONE SOURCE. - , , / l z OAK � ,`: r ,, : ,, ��� + PROPOSED TREES rj'ff `� F 1 0 _ _. _... / i \\ r:' , /, 1 6 Tiro � ^ o I{ j 1 � � ' f / ,' l ~ � i \� 1 a ' ry,,f = "rr'�` _ /��{� F� E,. ,% s I ti, r ,f, ( 1. 1 / ' J i \ \ t A, , I, . CONTACT LANDSCAPE ARCHITECT AT THE TIME OF PLANT MATERIAL DELIVERY BEFORE /i; , I y :\ , % - - '/YY.i f i .� +;.F A'° '',:.: 4 "'' f 1 '�'.,, I I >t I / r } �, \ I^ _ A { % r f, 6 S / �)) ;-- ,� ,' r 1 / I s-' ANY SUBSTITUTIONS OR CHANGES, IF SCHEDULED TYPES ARE UNAVAILABLE, AND .•--. / �3>...t. i�'1ly 'Y 1 / �..,_._-,. _,,,t i'i+,�..._-z'� J "„ X t/i, - • <".. ' ._._._. __i�._..._ f I f / f i t ` / `� 3 (r _ Y;, Y. ` ]° S 1 t r� OPEN SPACE ,v� _ ; I __ f _ _ _ %� n V {Y� ; I I / I t + ; / FOLLOWING INSTALLATION. ALL PLANT SUBSTITUTIONS SHALL BE APPROVED BY THE / i' . ` f r'f 1 LAWNS y } l' 54" WHITE I 1 t I I r ! i t t t i r� �I 1, (0.24 AC.) LANDSCAPE ARCHITECT PRIOR TO PLACEMENT OF ORDERS, CONTRACTOR SHALL SUBMIT / ` / , %, • - ^�r� t / �rJ �.. •v3 """,.,,,, °," m: ' ' ex , i t I t t / t , , j 't 1~ le / _ (SEED) 0 '" -_•_1 , ®tl r OAK / t tt t ►t > j t ; rt .,..._..' 'S ]Y THESE SUBSTITUTIONS IN WRITTING. OPEN SPACE i t ;t j \ \ \ :� � t `.., -= '� 2 t G `' f LAWN o t / 1` t t C t a+, 15 A �'�UGiE- ?+fr. g t (SEED DISTR'UBED t t t / ! / ► t 1 t ;' 7, LANDSCAPE ARCHITECT HALL INSPECT AND APPROVE ALL PLANT MATERIAL AT TIME OF ID SPECIES T-1 LEYLAND CYPRESS T-2 LEYLAND CYPRESS T-3 LEYLAND CYPRESS T-4 LEYLAND CYPRESS SS T-5 LEYLAND CYPRESS T-6 RED MAPLE T-7 CHERRY T-8 LEYLAND CYPRESS T-9 LEYLAND CYPRESS T-10 LEYLAND CYPRESS T-11 RED MAPLE T-12 WHITE PINE T-13 WHITE PINE Plant Dist Notes Description _t ./ r 2 6- PS , F/ k AREAS O,11 ) / t t 1, 1I i I/ ► ; t' DELIVERY AS WELL AS AFTER INITIAL PLACEMENT PRIOR TO PLANTING. ?YY<,:I q)� / t - �� �) 3- QP \ %[�� �:t y � r ' �.". r, t / ` J f �' , '- r Y l 3 // _(', _ ;jj "' 1i �2�t5.J s. d,., `R' .:.,, t ': Y F.'? '\.� `'� +. �. e }t'� t t \ r ,''f / I at ._.,/. ^-__.1.., j �' ,..'--�_' - r., 1? ";j,r IR ,.a.,y- it J X`: ,., tC x r• •'�' - .}., t ! Y/ / 1,, `i Www - __ �f -,- _-y,._ 7 Y s �tf` ' / 8. CONTRACTOR TO VERIFY ALL QUANTITIES BETWEEN PLAN AND PLANT LIST AND REPORT w ������� ) U t -' -, _ 4" OAK = . , }1_ s� \ -L ''` -'- \' \ / ;/ / / / ANY DISCREPANCIES TO THE LANDSCAPE ARCHITECT IMMEDIATELY PRIOR TO ORDERING. 2 �_ r , __ w :. ' . 1, .,az� 31 `> _ ( i �" •w��� /,11 j •� `� ro 7 - ' ` - - _ '� \ J` '_ _ _ f / ;-/ ,Y STABILIZATION MAT SHALL BE APPLIED TO ALL SLOPES EXCEEDING 3:1. TREE PLANTING < ............ .� ,<, �m ,,,, l �,.-s"°`t-ww.. ,A;,,i _ °•^-. :' 4 _. {- \- L / v \\ + ,, K,. , , „� _,- --_, , IS SHALL BE CUT INTO MATTING OR OTHERWISE PERFORMED IN A MANNER THAT DOES �._ f \,.' M.,T',. l ,,..� \ \ f h e GENERAL LOCATION \ ,. _ _ �/ r }t �t <�x t1 i \ �\ f �/\, �` S g NOT COMPROMISE THE INTEGRITY OF THE SLOPE. _, Ip/-: -- "� �" ,,, „__ _ \\ \ 4 J° r OF PICNIC TABLE / _ �' ;tr r- (}� Po� • ~- a AND GRILL ,r' ----�� y '� . .r x w� .t, v - _ a - .. = -� r I)i-, _ _ _ _ _ _ _ _,,._ _ _. _ .,.._ _ __ _ _. _ _ ._ _ _ : _ r_ _ 1. - _ _ _ __ _,_ - _ ;� -. " g- t/ �� `. i ,> ; ,,/ 9, PLANT LOCATIONS TO BE REEVALUATED AND REVISED, IF NECESSARY, AFTER FINISHED ._i�__,._.._-•___W. ____._.____ _.___ -_ k__ 4\ ---�- - _°�-_-_ �_ 02 1-AS1 b �� ��®, \ \ 1 f \ �\' :: `\ _�,. �s�r " GENERAL kOCAT10 ; GRADING. w-� -- � _ s� - ` / / t \\ \\ \" ~-_...-, .3 f>' OF BENCt1 ' t' w. K _ x� .,. 10. GRASS SEED MIX SHALL BE EITHER REBEL II OR REBEL III TALL FESCUE BLEND. / I \ „ __ ,,._ ,_ _. , w.y,� \ \\ _ t\\ it t7 --,,�{it'� i14 ,\�''- g _- _ _ _< ., -•,- _ - X. 1. -' _ _ .... _ - _ _� ( - - - J-7. v' : �\� r" %'',: y + - - - .. 11. OD HALL BE TALLFESCUE BLEND SIMILAR TO SEED MIX. ___.___.._ _.__. f __.___..____ _ _.,_ - -. _ _ 1= - \ \ -.y. -- r \ _.__ _ _ :: ;;. r / WL 41 ,..,,�.�w� �n w�.•:...w,.,-�y- .rt.,..,..._ 11 - -_.,> :: = _ . ---' ._Icy.. n _ \ 1 'APPLIED TO A DEPTH. MULCH RINGS _ MMULCH IN PLANTERS AND PLANTING BEDS TO BE IN. N DHAMETER ARE TO BE PREDDED DAR, LACED EASEMENT-. r AROUND ALL TREES NOT LOCATE IN .._ t r Hw a _ r v_. " ` -` - - - D PLANTING BEDS. -' - _ _- -1. _ n � -, -_ __� tea. -_ t-- - - ""=" '� _... -Y _ ._ ' - 13. FOR TREE CANOPY CALCULATIONS SEE TABLE THIS SHEET. ::. 19- PL / / % ., F / ' -_ ___,. 14. OWNER RESERVES THE RIGHT TO SUBSITUTE GROUNDCOVER PLANTINGS. REVISIONS __-_---__._ _.._._.. __._._.-_-,e-- ___._._. _.__ _ ___ _.--...- ____ .-.._.._ _-_ _ .- ' f TO THE GROUNDCOVER ARE SUBJECT TO COUNTY APPROVAL, Common Name Quantity Caliper Size Root Comments J / f 7 _ _____ _-_,_ .,_ - /' _ . - 15. SEE ADDITIONAL LANDSCAPE NOTES ON SHEET 11. AG Acer nriseurn Pa erbark Maple 14 1.75-2" 10-12' B&B I Strai ht trunk; branching begins at 2'; balanced head; same source AS Acer saccharum 'Green Mountain' Sugar Maple 2 1.75-2" 10-12' B&B I Straight trunk; branchinci be ins at 3'; balanced head AS1 Acer saccharum 'Green Mountain' Sugar Maple 1 3,5-4" 12-14' B&B Straight trunk; branching be ins at 3'; balanced head CC Car inus caroliniana American Hornbeam 1 1.75 2" 10 12' B&B Straight trunk; branching begins at 2'; balanced head CD Cedrus deodara Deodar Cedar 2 12-14' B&B Full to round' straight; dense branching; pyramidal form HH Hedra helix -English Ivy 3700 1 FLAT Dense form; good, health color; uniform branchin ; 18" O.G. IG Ilex glabra Inkberr 6 3G I Dense form; good, health color: uniform branching; 30" O.C. JH Juni erus horizontalis 'Bar Harbor' Juniper 1406 lGi I Dense form; good, health color; uniform branching; 36" O.C. MG Magnolia prandiflora Southern Magnolia 1 12-14' B&B I Full to round; straight; dense branchinpyramidal form MP M rica pennsylvanica Bayberry 56 24-30" 3G Dense form; good, health color: uniform branching: 48" O.C. PA Picea abies I Norway Spruce 4 10-12' B&B Full to ground; straight; dense branchinpyramidal form PR Pinus resmosa I Red Pine 3 12-14' B&B Full to round; straight; dense branching; pyramidal form PS Pinus strobus White Pine 12 12-14' I B&B Full to round; straight; dense branching, pyramidal form PL Prunus laurocerasus 'Otto Lu ken' Laurel 56 30-36" 3G Dense form; good, health color; uniform branchin ; 42" O.C. QP I Quercus palustris Pin Oak 4 1.75-2" 10-12' B&B I Straight trunk; branching begins at 2': balanced head UP lUlmus parvifolia 'Allee' I Chinese Elm 9 2-2.5" 12-14' 1 B&B Strai ht trunk; branching begins at 3'; balanced head; same source __ r / ! ./ o / l •o/9D N V t � / /1J --__ ._......._ __ __....... _.....---. __ __..__ :.f . ',_.-_- _ _. `- `------ ` __ , 16. AERATION SHALL BE PROVIDED FOR THE EXISTING OAK TREES AFTER FINAL GRADING. _ .__ ________.___ - - _._.___._____._.____ _-__ _.___- "-------_-_-_. 17. SCREENING OF THE SLOPE BEHIND TOWNHOUSES AND OFFICE BUILDING SHALL BE ---------___...___-__._- / APPROVED BY THE COUNTY LANDSCAPE PLANNER. - _., - "-- ---------•-__ - __._.____ ' 18. THE SQUARE FOOTAGE OF THE PAVED PARKING AND VEHICULAR CIRCULATION AREAS IS le '' ___ --- EQUAL TO 22,626SF (0.52 AC.). THE REQUIRED INTERIOR LANDSCAPING IS EQUAL TO 1,131SF ")" `l / _...., _ (0.03 AC,), THE INTERIOR LANDSCAPING PROVIDED (INCLUDING 6 LEYLAND CYPRESS, __.......,.__ .____�'.}_.__.- _.__.- .__.__.._ __. _..___...---..._ .,_.__- -_- -. _ _.__.__ _..... _ _ 10 MAPLES, AND 24 SCHIP LAURELS IS EQUAL TO 00SF 0.07 AC / S 1 Q 3 0 .). ` -~ - ---- - -_ .-__- _ - 19. EXISTING OAK TREES SHALL BE AERATED BY A TREE ARBORIST PRIOR TO, AND IF 1 11 I ! ' I -`- "-- -- NECESSARY DURING OR FOLLOWING, CONSTRUCTION. / / �,' - -- __ _ --_ \ Scale 1" 2C' Contour Interval 2' ,41 1 IV 8 :, / BERKMA R CIR CL E ,a :_ . _�_ _ : ) i ! �. , \ ;` ,' \ - 0 20 40 80 ,/91e iLi McKEE OARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 3011 East High Street Charlottesville, VA 22902 4314-979-7522 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 re roducedl changed, or copied in an form p r 9 r P Y or manner whatsoever, nor are they to be assigned for any third party without first obtaining theexpress ex permission and consent of either McKee Carson or Field Sport Concepts, Ltd I_� 65 l�_l �� ;�� U f_� Q C) . Revisions: 1. 09/13/02 CO/ACSA COMMENTS 2.10/24/02 CO/ARB COMMENTS 3.11/13/02 ENG./ACSA COMMENT 4.11/26/02 ARB COMMENTS Sheet No.: Of: 17 ' 4 : - Luminaire Schedule Symbol Label Qty Catalog Number Description Lamp File Lumens LLF Watts WALL PACK ONE 32-WATT TRIPLE A 5 TWAC 32TRT W/SPECULAR TUBE COMPACT It18361.ies 2400 0.72 50.7 REFLECTOR,CLEAR FLUORESCENT, POLYCARBONATE LENS HORIZONTAL POS. & COMPOSITE HOUSING ARCHITECTURAL ONE 70-WATT CLEAR ED- B 9 NJFL2 70M GZ BUILDING MOUNTED -17 METAL HALIDE, LTL8748.ies 5200 0,72 94 FLOODLIGHT, GZ HORIZONTAL POSITION. DISTRIBUTION SILKSCREENED LENS POLE MOUNTED, SLIP ONE 250-WATT METAL C 1 ALX-2 250M T3 FIT ARM (SFA), COLOR: HALIDE, HORIZONTAL AutoLux type 15000 0.72 320 BLACK, PHOTOCELL POS., MULTI -TAP III 250w IMH.ies (PC), LIGHT SHEILD (LS) BALLAST POLE MOUNTED, SLIP ONE 1000-WATT METAL D 2 ALX-2 1000M T3 FIT ARM (SFA), COLOR: HALIDE, HORIZONTAL AutoLux Front 110000 0.72 1015 BLACK, PHOTOCELL POS., MULTI -TAP Throw 1000w (PC), LIGHT SHEILD (LS) BALLAST MH.ies SML-110OW GR3- BUILDING MOUNTED ONE 100-WATT CLEAR E 5 WM FIXTURES, OBSURE INCANDESCENT, Santa Waria 1000 0.72 315 LENS; COLOR: BLACK VERTICAL POSITION, Lantern type III (BK) MULTI -TAP BALLAST Refractcor.ies SML-1175M GR3- POLE MOUNTED ONE 175-WATT CLEAR F 8 PM FIXTURES, OBSURE METAL HALIDE, Santa Nvlaria 23000 0.72 315 LENS; COLOR: BLACK HORIZONTAL POSITION, Lantern type III (BK) MULTI -TAP BALLAST Refractories L Statistics Description Avg Max Min Max/Min Avg/Min Calc Zone *1 1.7 fc 32.1 fc 0.0 fc N / A N / A Luminaire Locations No. Label X Location Y Z MH Orientation Tilt X Aim Y Z 1 D 2614.6 4529.4 20.0 20.0 61.1 0.0 2616.1 45.30.2 0.0 2 D 2650.8 4440.2 20.0 20.0 62.6 0.0 2652.4 44-41.0 0.0 3 C 2675.0 4598.2 20.0 20.0 176.2 0.0 2675.1 4596.4 0.0 4 B 2558,3 4623.4 20.0 20.0 237.0 0.0 2558.3 4623.4 0.0 5 B 2576.1 4594.4 20.0 20.0 236.3 0.0 2576.1 4594.4 0.0 6 B 2576.1 4641.5 20.0 20.0 -29.9 0.0 2576.1 4641.5 0.0 7 B 2600.1 4656.4 20.0 20.0 -28.2 0.0 2600.1 46:56.4 0.0 8 B 2627.0 4672.9 20.0 20.0 -33.2 0,0 2627.0 4672.9 0.0 9 B 2644.9 4675.6 20.0 20.0 56.9 0.0 2644.9 4675.6 0.0 10 B 2661.3 4648.5 20.0 20.0 61.5 0.0 2661.3 4648.5 0.0 11 F 2566.4 4562.8 12.0 12.0 149.7 0.0 2566.4 4562.8 0.0 12 F 2510.4 4528.6 12.0 12.0 146.4 0.0 2510.4 4528.6 0.0 13 F 2454.6 4495.0 12.0 12.0 152.6 0.0 2454.6 44.95.0 0.0 14 . F 2541.7 4462,E 12.0 12.0 -32.7 0.0 2541.7 44.62.6 0.0 15 F 2 495.7 4434.0 12.0 12.0 -31.3 0.0 2495.7 44 4 3 .0 0.0 16 F 2549.8 4 I-- 12.0 12.0 61.7 0,0 2549.8 44 .9 0.0 17 B 2590.1 4465.8 15.0 15.0 57.1 0.0 2590.1 4465.8 0.0 &18 A 2453.4 4541.2 30.0 30.0 240.3 0.0 2453.4 4541.2 0.0 19 A 2462.0 4555.3 10.0 6.0 244.9 0.0 2462.0 4555.3 -20.0 20 A 47 7 2 9. 4 565.8 10. 0 6. 0 4 2 9.2 0. 0 47 7 2 9. 4 565.8 -20.0 21 A 2496.0 4576.3 10.0 6.0 238.8 0.0 2496.0 45,76.3 0.0 22 A 2513.8 4587.1 10.0 6.0 235.4 0.0 2513.8 4587.1 0.0 23 A 2527.0 4595.1 10.0 6.0 237.1 0.0 2527.0 4595.1 0.0 24 E 2474.4 4524.6 6.0 6.0 146.0 0.0 2474.4 45.24.6 -4.0 25 E 2491.7 4534.8 6.0 6.0 152.2 0.0 2491.7 45.34.8 -4.0 26 E 2509.4 4545.8 6.0 6.0 153.4 0.0 2509.4 45,45.8 -4.0 27 E 2528.0 4556.8 6.0 6.0 151.0 0.0 2528.0 45 56.8 -4.0 28 E 2547.6 4569.5 6.0 6.0 153.4 0.0 2547.6 45,69.5 -4.0 29 F 2609.8 4588.3 12.0 12.0 149.8 0.0 2609.8 45188.3 0.0 30 F 2649.4 4613.0 12.0 12.0 187.9 0.0 2649.4 46,13.0 0.0 1. LIGHTING SHALL BE PROVIDED AS SHOWN (OR EQUAL) 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 WITH THE COUNTY OF ALBEMIARLE LIGHTING ORDINANCE. 3. REQUEST & DOCUMENTATION FOR SUBSTITUTION MUST BE PROVIDED A MINIMUM OF 2 WEEKS PRIOR TO JOB BID. 4. ANY DEVIATIONS OR SUBSTITUTIONS NOT APPROVED BY MCKEE CARSON CONSULTING ENGINEERS L B AT THE EXPENSE OF THE CONTRACTOR. FOR DOCUMENTATION REVIEW AND COMPLIANCEWIL E O 5. 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 ROADS. ALL SIGN LIGHTING SHALL EMIT LESS THAN 3,000 LUMENS. 6, THE SPILLOVER OF LIGHTING FROM PARKING AREA LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE-HALF (1/2) FOOT CANDLE. 7, ELECTRICAL CONTRACTOR TO VERIFY VOLTAGES) PRIOR TO ORDER ENTRY. 8. ALL STANDARD FINISHES SHALL BE BLACK OR BRONZE. CONTACT OWNER PRIOR TO ORDERING FOR COLOR SELECTION. 9. CONTRACTOR TO PROVIDE PVC SLEEVES WITH PULL WIRES AT LOCATIONS NECESSARY FOR INSTALLATION OF REQUIRED LIGHTING CIRCUITRY. SLEEVES SHALL BE PLACED PRIOR TO STONE AND ASPHALT PAVING INSTALLATION AND SHALL NOT CONFLICT WITH OTHER U.G. INFRASTRUCTURE OR SYSTEMS. ALL SLEEVES SHALL BE 3" MIN AND BE EXTENDED BEYOND PAVEMENT LIMITS INTO GRASS AREAS. 10, LIGHTING CONTRACTOR TO COORDINATE ORDER THROUGH LIGHTING SUPPLIER PRIOR TO ORDERING SO THAT SPECIFIC OPTIONS CAN BE DETERMINED AND SPECIFIED AT TIME OF ORDER. ALL POLES TO MEET OR EXCEED EPA RATINGS OF EACH LIGHTING MANUFACTURER. 11, ALL POLES FOR THE SANTA MARIA POLE FIXTURES (LUMINIARE 'F' ABOVE) SHALL BE MOUNTED ON A VISIONAIRE DCB ROUND SMOOTH ALUMINUM POLE, MOUNTED HEIGHT SHALL BE 12' ON A 4" O.D. (4RS) SHAFT. POLE BASE SHALL BE A DCB-11, COLOR TO MATCH FIXTURE. 12. ALL POLES FOR THE AUTO LUX FIXTURES (LUMINIARE 'C' & 'D') SHALL BE MOUNTED ON A SLATS POLE. ALL POLES SHALL MATCH FIXTURE COLOR, I ,S J 11 t,\ j 1 i• / t , ._- , I . x I 1 ' I / f �'` I t "I /( +i i i 1 C i § 0?��_..... J ! I J. i J.I . r ,\ 9I I . I j c I I ry o " 11 O i :; I 1 Q $! tt OY ; �qU r a -o ,� " 1/ --Oi, I: � o ! � I (ItG ,._ .. °�ir q 4��f0.3t%OI Is l T / '/ � - . ° o I`Ktl �ei ftr rs r 1, ", O rr i /!! J 4 / F � / . / / r to< ,` ! i(I 11 ,, rb 7•• ${/-111 . �' Iq° / // I/ / o / ttl_ffff,, 0 't lff / � , /Irl"I'll / �. ✓- L o s ,fie}, -L.�`. I 1 , \ Ti . `11 / Vi a , `} / L f� \d � r�..y; . 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If11 h"i ! `ice ` ` I p..�. -1 I`, 11 1 <j"/ t C,� 111 I / ; \ 1,�,, I 1\] . .11 _.. / \ i a i t , 4 .., .. tr II ( I - „ t. ., .,,,�..._ ^ I li THIS SHEET TO BE USED FOR : �; PHOTOMETRIC PURPOSES ONLY I Scale 1"=20' Contour Interval=2' 0 20 40 80 I y I r I � ,/ .-:.a �!McKEE CARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 East High Street Charlottesville, VA 22902 434-979-7622 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. ,14 P_q.� (� 44 �� i 0 '� 'F- "_� P1, od r Revisions: 1.09/13/02 CO/ACSA COMMENTS 2.10/24/02 CO/ARB COMMENTS Scale: H:1" = 20' Date: 07/24/02 Project No.: 9923 Designed: SWE Checked: NIEK PLANTING SOIL MIX; 1. THE LANDSCAPE CONTRACTOR SHALL FURNISH ALL TOPSOIL AND PLANTING SOIL MIX. MATERIAL MUST BE APPROVED BY THE LANDSCAPE ARCHITECT. REFER TO SPECIFICATION SECTION 02923, OR BELOW, FOR TOPSOIL REQUIREMENTS. 2. THE TYPICAL PLANTING SOIL MIX FOR ON -GRADE PLANTINGS (TREES, EVERGREENS, SHRUBS AND GROUNDCOVERS) SHALL CONSIST OF THE FOLLOWING UNLESS OTHERWISE INDICATED ON THE DRAWINGS. 60% TOPSOIL (CLEAN, LOOSE MATERIAL FROM ON -SITE STOCKPILE OR APPROVED IMPORT PRODUCT) 40% PREPARED ADDITIVES (BY VOLUME AS FOLLOWS) 2 PARTS HUMUS AND/OR PEAT 1 PART STERILIZED COMPOSTED COW MANURE 1 PART SHREDDED PINE BARK (OR EQUAL) COMMERCIAL FERTILIZER AS RECOMMENDED IN SOIL REPORT LIME AS RECOMMENDED IN SOIL REPORT SITE PREPARATION: 1. IN AREAS SCHEDULED FOR NEW LANDSCAPE INSTALLATIONS WHERE PRIOR GRADING ACTIVITIES HAVE NOT RESULTED IN CLEARING AND GRUBING OF EXISTING VEGETATION, CONTRACTOR SHALL CLEAR AND GRUB ALL WEEDS, DEAD PLANTS, TREES 1-INCH CALIPER OR LESS AND ALL OTHER PLANT MATERIAL, SAVE AND EXCEPT SPECIMEINTS OR GROUPINGS SPECIFICALLY IDENTIFIED IN THE FIELD BY THE LANDSCAPE ARCHITECT FOR PRESERVATION. SEASONAL COLOR BULB AND PERENNIAL PLANTING SEQUENCE: 1. EXCAVATE BED TO A DEPTH OF 4 INCHES. BREAK THROUGH "HARDPAN" AND REMOVE ALL STONE, ROOTS, DEBRIS, ETC. ROTOTILL BOTTOM OF EXCAVATED BED All ADDITIONAL 6-8 INCHES IN DEPTH. 2. SLOPE BASE OF BED TOWARD ER. 3. PREPARE PLANTING SOIL MIX CONSISTING OF TOPSOIL AND THE FOLLOWING SOIL AMENDMENTS BY VOLUME. 40% TOPSOIL (CLEAN, LOOSE MATERIAL FROM ON -SITE STOCKPILE OR APPROVED IMPORT PRODUCT) 25% HUMUS 15% MULCH (FINGERNAIL SIZED CHIPS-1/4-INCH MAX.) 10% "NATURE'S HELPER" (BULB CONDITIONER ADMIXTURE) 06% STERLIZED COMPOSTED COW MANURE 05% SAND (ANGULAR BUILDERS SAND) APPLY LIME AT A RATE OF 5 LBS. PER 50 SQ. FEET (ADJUST FOR ACIDIC SOILS) OR AS RECOMMENDED IN SOILS REPORT 4. ADD 6 INCHES OF PLANTING SOIL TO EXCAVATED BED AND ROTOTILL INTO EXISTING SOIL, 5. PLACE ADDITIONAL PLANTING SOIL MIX TO RAISE CENTERLINE OF ENTIRE BED 6 INCHES ABOVE FINISHED GRADE FOR SEASONAL COLOR/BULBS AND 4 INCHES FOR PERENNIALS. IF SEASONAL BED FRONTS A SHRUB OR GROUNDCOVER BED, MATCH THAT BED'S HEIGHT AND CONTINUE POSITIVE SLOPE TOWARD BED PERIMETER. 6. EVENLY SPREAD FERTILIZER AT A MAXIMUM RATE OF 2.5 LBS. PER 100 SQ. FEET AND RAKE INTO TOP 3 INCHES OF SOIL. USE SLOW RELEASE PRODUCT, SUCH AS BONEMEAL OR BULB BOOSTER. ALSO, ADD SMALL AMOUNT OF FERTILIZER INTO BOTTOM OF HOLE. DO NOT USE ANIMAL MANURES. 7. PLANT SEASONAL COLOR/BULBS AS SPECIFIED BELOW AND AT INDICATED SPACING SHOWN ON PLANS. AS A GENERAL RULE OF THUMB, SET BULBS 2.5X DEEPER THAN THIER DIAMETER. BULB DEPTH (BELOW FINISHED GRADE) CROCUS 5" MUSCARI 5" TULIPS 8" HYACINTHS 8" DAFFODILS 8" IRIS 8" 8. EDGE BED AND MULCH AS SPECIFIED. 9. WATER THOROUGHLY. NOTES: 1. NOTIFY LANDSCAPE ARCHITECT OF ANY SITUATION WHERE SOIL CHARACTERISTICS ARE NOT AGREEABLE TO THESE PLANTING CRITERIA OR WHERE CONDITIONS RAISE CONCERNS IN TERMS OF PLANT SURVIVABILITY OR WARRANTY. 2. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OF ANY PLANT DAMAGE EXPOSED BY, OR INCURRED DURING, PLANTING PROCESS. BACKFILL TO TERMINATE AT TOP OUTSIDE LIMITS OF ROOTBALL ADD MULCH OVERTOP OF ROOTBALL AND PLANTING PIT LIMITS, BEGINNING AT NO MORE THAN V DEPTH AT TRUNK AND TAPERING UP TO A DEPTH OF 3" AT PLANTING PIT LIMITS, THEN TAPER TO PROPOSED I� FINISHED GRADE 1' VARIES I TYPI u 1 N III II11111 i .� 4=11111 -=11fIV ' CUT AWAY ALL WIRE BASKETS AND/OR NON -BIODEGRADABLE ROOTBALL WRAPPING AFTER FINAL TREE PLACEMENT. BURLAP ROOTBALL WRAPPING TO BE UNTIED FROM TRUNK AND CUT AWAY TO A POINT AT LEAST 1/2 DISTANCE DOWN ROOTBALL. SCARIFY BASE OF PLANT PIT WHEN EXCAVATING PIT, BREAK THROUGH AND LOOSEN ALL HARDPAN (REMOVE AS NECESSARY TO FACILITATE DRAINAGE) B� ROOTBALL PIT SECTION NOTES: REFER TO TREE STAKING DETAIL ' III �j III ROOTBALL `�''',iIIIII III NIIIII=III =II I1=(Till= BACKFILL WITH CULTIVATED„=IIIII- ORIGINAL SOIL FROM PLANT EF1I> I1111— PIT EXCAVATION IF LOOSE. IIF EXCAVATED MATERIAL IS NOT LOOSE, SUBSTITUTE WITH ACCEPTABLE TOPSOIL MATERIAL. AMEND BACKFILL PER SPECIFICATIONS. COMPACT BACKFILL IN LIFTS BY FOOT'. WATER THROUGHLY AT 1/2 DEPTH. RETURN AND COMPACT LOOSE EXCAVATED MATERIAL TO PLANT PIT TO ESTABLISHED PROPER DEPTH PRIOR TO PLANT PLACEMENT 1. SET TREE PLUMB PRIOR TO STAKING, 2. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT. 3. DO NOT ALLOW AIR POCKETS TO FORM WHILE BACKFILLING. 4. IMMEDIATELY SOAK PLANT WITH WATER. 5. SEE IRRIGATION PLANS/DETAILS/SPECIFICATIONS AS THEY RELATE TO THIS INSTALLATION. SPECIMEN SHRUB (AS SPECIFIED ON LD-003 DRAWINGS) ROOTBALL f1lI�IIiII=IIIII= IIIII (Vlll�i iI (II11=(I 1)= REFER TO ROOTBALL PIT DETAIL LD-00t N,.T.S TRENCH EDGE AROUND ENTIRE AREA TO BE MULCHED LD-007 NOTES: 1. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OF ANY SITUATION WHERE SITE CONDITIONS OR SOIL CHARACTERISTICS ARE NOT AGREEABLE TO THESE PLANTING CRITERIA OR RAISE CONCERNS IN TERMS OF PLANT SURVIVABILITY OR WARRANTY. 2. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OF ANY PLANT DAMAGE EXPOSED BY, OR INCURRED DURING, PLANTING PROCESS. SECTION NOTE: FOR PROPER PLANTING PROCEDURE OF PERENNIAL BEDS, REFER TO "SEASONAL COLOR, BULBS AND PERENNIAL PLANTING SEQUENCE" NOTES. CROWN BED IN CENTER TO PROVIDE POSITIVE DRAINAGE 12" TYP. MULCH LAYER —\ (AS SPECIFIED) ROOTBALL O.C. SPACING 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 1200 AROUND PLANT PIT LD-002 N.T.S. DISTANCE FROM FRONT OF BED (UNLESS OTHERWISE SPECIFIED) ROW SPACING 12" --- -- ^ ^ BED WIDTH PLAN =IIIII �I 114111 IIIII � �1jll=llll)=lllfl=11411= 11i11 (1�11= 11141= I �= ►= - CULTIVATE SOIL WITH� ROTOTILLER BELOW SOIL MIX AREA TO A SECTION DEPTH OF 6-8" UNDISTURBED SUBGRADE PERENNIAL / ANNUAL BE® PLANTING PERENNIAL SOIL MIX (AS SPECIFIED) TRENCH EDGE; TYP. r— FINISHED GRADE NAM BREAK THROUGH ANY EXISTING "HARDPAN" AND REMOVE TO PROVIDE GOOD PERCOLATION AND POSITIVE DRAINAGE LD-006 SECTION N.T.S. 11 PLAN/SECTION N.T.S. R S R" DETAIL SECTION n1OTES: 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 LD-004 N.T.S. Mc EE CAR ON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 Fast High Street Charlottesville, VA 22902 434-979.7522 vvww.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. 4:1 t r' ~� C!J 1 Revisions: 1. 09/13/02 CO/ACSA COM1v1FNTS Scale: I — AS SuyrJwnT I Date: 07/24/02 Project No.: 9923 Designed- SWE. Checked: MEK SheeNo. 4" /\ PAVEMENT (VARIES) THIS AREA MAY BE CONCRETE AT OPTION OF CONTRACTOR 24" x, CONCRETE TO BE CLASS A3 BOTTOM OF CURB AND GUTTER IF CAST IN PLACE: MAY BE CONSTRUCTED PARALLEL 4000 PSI IF PRECAST TO SLOPE OF SUBSURFACE COURSES PROVIDED MINIMUM DEPTH OF 7" IS MAINTAINED, /DOT STANDARD CG®6 CURB AND GUTTER PO-002 SECTION N.T.S. g„ 2 #4 X 5'-8" LG. �^ n, 3/4" DIA. HOLES FOR 1/2" )IA. X 24"' LONG ANCHOR RODS 2 #4 X 5'-8" LG.; TYP. PRE CAST' CONCRETE VEHICULAR CONCRETE PARKING BUMPER 2 SECTION, DETAIL 23.00' 6' SOLID CMU WALL 0. O :v . 0 D : v '4 OUTLINE OF DUMPSTER (N.1.C.); TY'P. D DUMPSTER LOCATION L a CONCRETE FILLED d p a . ' •. D ° • . PIPE BOLILARDS '.v... Dq.' INSTALL (GATES IF • v v. 4 : D: q. - .: D:; .' ...'':• . "::. °. -: ;' V REQUIRED) BY COUNTY/ V. :.D OWNER ° EXTEND 8" THICK CONC. °.. a SLAB IN FRONT OF DUMPSTER PAD FOR TRUCK LOADING (SEE SHEET 3 FOR DUMPSTER PAD DIMENSIONS) AD-029 A„ ACE & BASE ASE CONCRETE TO BE CLASS IF CAST IN PLACE; 4000 PSI IF PRECAST NOTE: DEPTH OF CURB MAY BE INCREASED OR REDUCED BY UP TO 3" IN ORDER THAT BOTTOM OF CURB MAY COINCIDE WITH TOP OF A COURSE OF PAVEMENT. OTHERWISE DEPTH TO BE 18" AS SHOWN. VDOT STANDA D -2 CURB 12 SECTION N.T.S. 1/2" EXPANSION SEE NOTE #1 3,000 P.S.I. CONCRETE; JOINT BOTH SIDES. REINFORCEMENT AS 7.5" 12" 7,5" NEEDED _ UJ G W a� . ' o . ° 10_80C `6a ° 00 00°ngo- ADJACENT �.,i �III�II—' .°-° II -I`I`II�II IIIIII �I LO D PAVING VARIES; =�i►ii d . . °. . v v..• 4• SEE DETAIL: I^I(�I : D • 9 ,_�I III -II f1lI� L6 "''' �IIll1= lllll= 12 (Il1h4IIII-11ti11-.�IItiII-11i(1=-����� —�11=, .., 1�1— NOTES: 1. TRENCH DRAIN FRAME AND GRATE TO BE NEENAH R-4990-DX, TYPE C W/ PERMA-GRIP SURFACE. 2. SUBMIT SHOP DRAWINGS TO THE ENGINEER FOR APPROVAL OF ALTERNATIVE TRENCH DRAIN FRAMES AND COVERS. 3. SLOPE TRENCH DRAIN BOTTOM AT 2% MIN. TO OUTLET. PROVIDE 8" MIN. HORIZONTAL D.I.P. OUTLET PIPE AT 3% MIN. SLOPE AND CONNECT TO DROP INLET. 'F� TRENCH DRAIN 1DD-014 N.T.S. 12 SECTION PLAN N.T.S, CONTRACTION 2" SMOOTH TOOLED EDGE (TYP.) JOINT LIGHT BROOM FINISH TO BE PERPENDICULAR TO DIRECTION OF TRAVEL J C) LU W EXPANSION JOINT PLAN EXPANSION JOINT (MAX. 25' O.C.) (SEE DETAIL) CONTRACTION JOINT 6' O.C. MAX. OR AS SHOWN ON PLANS. DEPTH SHALL BE 1.25" OR 25% OF CONCRETE THICKNESS MIN. CROSS SLOPE 1.5%; WWF 6" X 6" W1.4xW1.4 MAX. 2% WITH 2" MINIMUM COVER 3000 P.S.I. CONCRETE - AT 28 DAYS AIR -ENTRAINED COMPACTED AGGREGATE �1 ° BASE VDOT #21A o 00 S�oo0., 0 BaQoo 000 8�0oi COMPACTED SUBGRADE ( / SECTION CONCRETE WALK PD-006 PLAN AND SECTION N.T.S. 21.50' N,'T,S• 2X8 CAP; STAIN: GREEN, 2 COATS IF NEEDED HINGES LATCH 4" X 4" TREATED POST 1X6 VERTICAL CEDAR PICKETS STAIN: GREEN, 2 COATS IF NEEDED CONCRETE DUMPSTER PAD FINISH GRADE NOTE: BE APPLIED TO STAIN SAMPLE TO BE SUBMITTED INSIDE OF GATES AND APPROVED BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION DUMPSTER ENCLOSURE GATE BY CONTRACTOR. AD-017 ELEVATION N.T.S. INTERMEDIATE SUPPORTS LOCATED AT �I I THE LOWER STEP ADJACENT TO TrC HALOINT FWAY THERISE SECTION W cr IIN SEE U LJ CONCWALK CONCRETE ADJACENT CONCRETE SIDEWALK v v v 0' v 0.75' 0.75' STEEL RAIL TOP WELD 1"x1" STEEL RAIL SUPPORT SET RAILINGS 5" DEEP. GROUT WITH QUICKSET HYDRAULIC CEMENT 1"x1" STEEL POST IN 6" STEEL SLEEVES 1/2" LARGER THAN OUTSIDE DIMENSION OF POSTS. SLEEVES SHALL HAVE STEEL PLATE CLOSURES AT BOTTOMS 1/2" LARGER THAN OUTSIDE DIMENSION OF SLEEVE WITH CONTINUOUS SECTION NOTES WELD. THROUGH 1. CONTINUOUS WELD ALL JOINTS. CONTRACTOR TO PROVIDE SHOP TOP OF RAIL DRAWINGS FOR APPROVAL PRIOR TO FABRICATION. 2. PRIME RAILINGS AND PAINT PRATT & LAMBERT CHARLESTON GREEN OR EQUAL AS APPROVED BY THE LANDSCAPE ARCHITECT. 3. SEE PLANS FOR LOCATIONS OF HANDRAILS. 4. HANDRAILS TO BE LOCATED 3" FROM EDGE OF ADJACENT WALLS, 5, SIMILAR RAILING AT APPROPRIATE ADA HANDRAIL HEIGHT TO BE INSTALLED AT RAMPED WALKWAYS WHERE SHOWN TYPICAL HANDRAIL SD-002 DETAIL N.T.S L0 WIDTH VARIES 1/4" SAWED OR TOOLED JOINT X 1-1/4" DEPTH LIGHT BROOM FINISH 4 2 2" RADIUS WWF 6" X 6" SEE ASPHALT/CONC. W1.4xW1.4 W/ 2" MIN. PAVING DETAIL COVER: URN DOWN — =x—---x—.— —x— o l 4 X SECTION N.T.S. RESERVED PARKING SIGN TYPE R7-8 & R7-8D & VAN 12 TYP. ACCESSIBLE RESERVED PARKING SIGN TYPE R7-8 & R7-8D — 5' MIN. COMMON ACCESS AISLE (8' MIN. VAN) EQ' 4" WIDE PAINT STRIPING, TYP. oa LS W >_ TYP HANDICAP SYMBOL Imo— CURB AND GUTTER SEE AND DET IVIL DRAWINGS FOR LOCATION IYARIES 1 8' 1, IMIM N NOTES: 1, ALL PAVEMENT MARKINGS TO BE WHITE. 2. HANDICAP SIGNS TO BE MOUNTED ON 2" O.D. STEEL POST OR UNI-STRUT, UNLESS OTHERWISE NOTED. COLOR TO BE DETERMINED BY OWNER. SIGNS SHALL MEET ALL ADA REQUIREMENTS AND MUTCD STANDARDS. 3. HANDICAP SIGNS TO BE CENTERED ON HANDICAP SPACE, UNLESS OTHERWISE NOTED. AD-015 H HANDICAP PARKING SPACE AD-016 DETAIL N.T.S. 12 DETAIL N.T.S. 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 c� CONCRETE f-8" CONCRETE SLAB REINF. WITH 6x12- W5.5 x W4 WWF; TYP. 1.5" SURFACE VDOT STAND 2,5" BASE CC VDOT STAND 6" COMPACT AGGREGATE VDOT #21A COMPACTED SUBGRADE SECTION N,T.S 12" 12" VAN ACCESSIBLE RESERVED MAXIMUM SIGN PARKING 0) PENALTY HANDICAP SIGN $goo (27-8) 12" VIOLATION FEE (27-8D) VAN ACCESSIBLE 2" O.D. STEEL POST, COLOR TO BE DETERMINED BY OWNER. R7-8 R7-8D CONCRETE FOOTING NOTES: 1. R7-8D PENALTY SIGNS ARE REQUIRED TO ACCOMPANY ALL R7-8 PARKING SIGNS. 2. SIGN APPROVED FOR USE UNDER GENERAL STATUTE 20-37.6. 3. LEGEND AND BORDER: GREEN; BACKGROUND: WHITE HAND ICAPPARKING SIGN 3,000 PSI CONCRETE FOOTING AT 28 DAYS v• - .. / M/� \/ COMPACTED SUBGRADE 95% ASTM D698 STD. PROCTOR DENSITY 8„ 8„ IF IN FILL, OTHERWISE EXISTING SUBGRADE. `2' �y�, j� DUMPSTER BOLLARD AD-023 DETAIL N.T,S• 1' I;I{III_.. IIII-=(IIII- 11111�II IIIiI=lllll- I�(IIII�II !IIII=hill= I �I1111 �11 05" PRE -MOLDED, NON -EXTRUDING, ASPHALT -IMPREGNATED FIBERBOARD EXPANSION JOINT MATERIAL. 3/18" SAW CUT JOINT PER VDOT PR-2 8" 3000 PSI CONCRETE Ia 28 DAYS HEAVY BROOM FINISH WITH 6x12 - W5.5 x W44 WWF 2 MIN COVER 8" COMPACTED°° °d"°°O AGIGREGATE BASE ° o 8 °po, 0 8° o g�O o o VDOT #21A COMPACTED SUBGRADE ALL JOINTS TO BE SLEEVED AND/ OR DOWELED WITH 1.25" MIN. DOWELS PER VDOT STD. PR-2 HEAVY DUTY CONCRETE PAVING PD-016 SECTION ADJACENT CONCRETE WALK WITH EXPANSION JOINT 1" RADIUS NOSE WITH SMOOTH TOOLED SURFACE. 3000 P.S.I. CONCRETE TOOLED JOINT AT EDGE OF TOOLED RADIUS, TYP., BROOM FINISH BEHIND. #4 REBAR IN NOSING OF EACH TREAD 1.5" MIN. COVER EXPANSION JOINT SEALED W/ WATERPROOF ,-- CAULK (CONT.) N.T.S. SD_001 SECTION N.T.S. ADJACENT CONCRETE SIDEWALK Illll=I1111=!IIII=11\1\lilt - D I— (0 v I{III\(IIII{1111=(IIII= IIII\II !IIII-=(IIII=lllli-=llill�' �" II IIII= -(I --III'=1I1� ��.•�.��• - III I �-IIII\IIII= • -� �° I1111\ IIIII- III •• '� = " � -• ii111\I1111\i #3 BARS Oa 6" O.C.-=IIII ' IIIII l+ '°I IIII=III11=!IIII `° #4 BARS (d 12" O.C. 111 14111�={ tISI 141111I111�1 `" COMPACTED VDOT STD, III{{ =III{l I I I�i1=I 11�11(=IIII #21B STONE BASEIIIII—=IIII I DI 41111�IIII1 COMPACTED SUBGRADE �11(=IIIIl+ � .�°4 -� ._11' IIII (=h !IIII 2"x4" KEY �(I111=IIII, IIS11- NOTE: THIS DIMENSION INDICATES RISER PLUS VERTICAL VALUE OF 1.5% SLOPE ON TREAD. PROVIDE EXPANSION JOINT WHERE STAIRS ABUT CHEEK WALLS ON SIDES. SEE _ RAILING DETAIL FOR SLEEVING REQUIREMENTS WHERE APPLICABLE. 1 CONCRETE TAIR /Ylr; CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 East High Stroat Charlottesville, VA 22902 434-979-7522 wwaw.mckeecarson.com McKee Carson and Field Sport Concepts, Ltd. reserves its icommon 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. U I�t C I � I ' Revisions: .0913 0_ CO ACSA CONAIENTS Scale: AS SHOWN Date: 07/24/02 Project No.: 9923 Designed: MOW Checked: AGF MUM \\ \\ �\ \\ \\ .• q - v. U \\ \ \ \ \ �\ a #4 VERT. REBAR o� 18" O.C. x 2" CLEAR 2 METAL TIES EVERY 800°0° a , 3 COURSES N ��\ j\oo9°QO�� #4 HORIZ. REBAR ra' 12" O.C. opO :';. ® BRICK VENEER WITH MORTAR Q�\\%\��/\oGa0og�°Ooa l'o:. 3000 PSI cork. �\ \ op `�0 4" DIA. WEEPHOLES \�\/ OVC�oO_600�°°0 '�°_.._r art 8'-01, O/C \° GRAVEL DRAIN, VDOT #78 o 0800 �0- � 080 '.�''-,= REINFORCED CONCRETE \� 000\0�00°°0qq-\\ �' o GRADE 60 3000 PSI ooBON 0 28 DAYS \\ j o\OgoO�o° p "I'::' a .: -9 ADJACENT SIDEWALK 0 o0 I° \\O \�o�< d PERF, PVC DRAIN WRAPPED j �O Y W/ FILTER FABRIC CONT., 0 Oo O� 00 .. q �oo°oO° °o ( TIED TO STORM DRAIN 000 0T� 00�°O •' .o'v. I 'a SYSTEM, z 0 0 °o 000° U060 11 o #4 REBAR n 18" O.C. �80I • (6) #4 REBAR 00O`�p�\g0o o a Oa EVEN SPACING 9 , _ ... .• v'.. 9 ... d' D v U v, :q -77 COMPACTED SUBGRADE 3" 3" CLR. CLR. 2'-9" 8" 0'-7" 4'-0" NOTES: 1. 7, 6 6. 5. r 4. t 4. Q " 3, UU 2 2. 1, 4" 3000 PSI CONCRETE Oa 28 DAYS BROOM FINISH WITH 6x6 - 10/10 6" COMPACTED — AGGREGATE BASE VDOT #21A COMPACTED SUBGRADE SECTION _ _ 4 N.T.S. BUILDING EXTERIOR WALL A/C UNIT; TYP. 3" - 4" THK CONC. PAD POURED IN PLACE OR PREFAB UNIT. SUBMIT SHOP DRAWING WITH LAYOUT TO LANDSCAPE ARCHITECT FOR APPROVAL. FLOW U 0 SCALE � •. i • N, SECTION FLOW 4" CORRUGATED PERFORATED PVC PIPE Oa 0.6% MIN SLOPE (SEE PLAN FOR INVERT ELEVATIONS). WRAP ENTIRE PIPE WITH FILTER FABRIC (SEE SPECIFICATION BELOW) NON -WOVEN FILTER FABRIC EXXON GTF125D, 130D AMOCO PROPEX 4545 STABILENKA T-180, T-100, T-140N OR OF EQUIVALENT. GF UNDISTURBED TRENCH WALL, TYP., BOTH SIDES 12" MIN, COARSE AGGREGATE OPEN GRADED SIZE NO. 68 OD-006 N.T.S. GRADE AROUI CHANNEL MUE CONTAIN FLO ENERGY DISSIPATER I ILLIY411 Vvl Vvl FOR INSTALLATION OF RIP -RAP 3 x WIDTH OF CONTRIBUTING CONVEYANCE CHANNEL CONVEYANCE CHANNEL BRICK RETAINING /ALL BEHIND TO'�WNHOIVIES� AD-039 HVAC PA® DETAIL E RIP -RAP ENERC ®ISSIPATER D-oDD N.T.S. 13 PLAN SCALE 13 PLAN AND SECTION NTS DETAIL 24" GRATE 18" GRATE 15" GRATE 12" GRATE 10" GRATE 8" GRATE 6" GRAT E N.T.S. REGULAR REGULAR HUDSON STYLE 3' HIGH X 6' WIDE SECTION; TYP. COLONIAL STYLE 3' HIGH X 6' WIDE SECTION; TYP. CONCAVE CONCAVE MANCHESTER STYLE 3' HIGH X 7.5' WIDE SECTION; TYP, 50" GATE CONTAINS 12 PICKETS. REGULAR MAY BE FIELD SCALLOPED. OWNER/ARCHITECT TO APPROVE STYLE AND COLOR PRIOR TO ORDERING. CONTRACTOR TO SEE ACCOMPANYING SPECIFICATIONS FOR MORE DETAIL. FENCE AND FOOTING INSTALLATION SHALL BE IN ACCORDANCE WITH MANUF'S DWGS. SUPPLIER: BUFFTECH, BUFFALO, NY; (800) 333.0569. FENCING DETAIL AD-030 H N!.T.S. 13 /9 1 1 McKEE CAR ON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 East High Street Charlottesville, VA 22902 434-979-7522 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. CU U t Revisions: 1.09/13/02 CO/ACSA COMMENTS 2.10/24/02 CO/ARB COMMENTS 3.11/13/02 ENG./ACSA COMMENT 4.12/19/02 ENG. COMMENTS Scale: AS SHOWN Date: 07/24/02 Project No.: 9923 Designed: JDB Checked: AGF11 Sheet No.: FEATURES HOUSING — Rear housing is rugged, corrosion -resistant, die-cast aluminum. Front cover is one-piece UV -resistant injection molded polycarbonate, inter- nally painted. Captive external hardware is specially treated for corrosion resistance and includes slotted hex -head and tamperproof fasteners. BALLAST— High power factor, solid state, electronic ballast is standard. (Re- quires 4-pin lamp.) ULlisted. Components are heat -linked directly to the cast housing for maximum heat dissipation. OPTICS — One-piece die -formed reflector is diffused aluminum. Refractor is clear polycarbonate, providing IES cutoff distribution and maximum lateral light output Front cover is sealed and gasketed to inhibit the entrance of outside contaminants. INSTALLATION —Mount to any vertical surface orto a 4'round square outletbox. Backaccess through gasketed slot. Topwiring access through 1/2"threaded conduitentry. (Through -wiring requires use of a conduittee). Photocells are field -installable. SOCKET —Four-pin (TRT), positive latching thermoplastic. LAMP —Four -pin fluorescent lamp included with fixture. LISTINGS —ULlisted for wet locations. IP651isted. Ustedandlabeledtocolnply with Canadian and Mexican Standards (see options). Catalog Number Notes Tyype Cutoff Mini-WfallPaks TW AIC TRI-TUBE FLUOREE SCENT 32TRT it 42TRT Height: 10" (25.4cm) Width: I1-11T (29.2cm) Depth: 8-15/16 (22.7cm) 1 Weight: 8 lbs. (3.6kg) ORDERING INFORMATION Example: TWAC 32TIRT 120 LPI Choose the boldface catalog nomenclature that best suits your needs and write it on the appropriate line. Order accessories es separate catalog numbed (shipped separately). TWAC I L P I Series Wattage/ Voltage Options :Lamp TWAC Ilamp 120 Shipped installed in fixture Arahiladural Colors (optians0 LPI LLamp 32TRT 277 SF Single fuse (120) DNA Natural aluminum irncluded as 42TRT CR Corrosion -resistant finish (rear DBL Black standard housing only) OMB Medium bronze CRT Corrosion -resistant fallen finish (rear DWH White housing)' PE Photocell ULP Less lamp GSA Listed and labeled to comply with Canadian Standards NOM Listed and labeled to comply with Mexican Standards (Consult factory) Accessories Order as separate catalog number RKl PE81 Photocell kit 1120V only) RK1 PEBI CSA Photocell kit (120V only) RKt PE62 Photoelectric control kit (208, ZQ or 277V) RK7 PE83 CSA Photoelectric control kit (347V) TWAWG Wireguard NOTES: I Black finish an housing only. OUTDOOR T WACCF2 Dimensional Drawings 1 „r • \mil Fixture A B Max. Watt mlllrr.=M� - The Santa Marla Lantern is a decorative, ornamental, cast aluminum The finish is a Quail-Guarde textured, themoset, polyester powdeer coat paint, luminaire, Ideal for illuminating parks, pedestrian pathways, shopping malls, oven baked at a temperature of 4001 Fahrenheit to promote maxirmum adher- courtyards, and general area lighting. ence and finish hardness. The standard fens is a tempered, obscure, pebble glass, designed to provide a The Santa Made Lantern is designed for post top, arm mount, Orr wall mount ' Iavailable with clear lass lens c - applications. see Decorative Mountin Arms section for serf lion. uniform, diffused light distribution.A so g om pp g ec s bined with a glass refractor, orfrosted glass lens. All fixtures are factory wired and tapped to voltage specifications„ available in TheopOcal syslemis designed to provide a symmetrical lightdistribution, through MH,HPS, and energy efficient Compact Fluorescent. the utilization of an obscure, pebble glass lens, or a prismatic, borosilicate, glass refractor. Model No. Opecs WatlaOa Vodago Moungng Finish opeans ISMLI WM BK OB Model No. Optics Wattage Source Voltage Mounting Finish Optimns ❑ SML•1 ❑ Lamp Only 'No Reffector INR) ❑ 250 (250) ❑ 175 ❑ MH (M) ❑ HPS ❑ 120 (1) ❑ 208 ❑ Post Top (PT) ❑ Arm Mount ❑ Bronze (BZ) ❑ Black ❑ Photo Cell (PC) ❑ Quartz Restrike 'Glass (175) IS) (2) (AM) (BK) (QR) Refractor ❑ Type III ((� (GR-3) V El 150 (150) ❑ FL IF) ❑ 240 (3) ❑ WallMounl (W M) ❑ Obscure Lens (00) ❑ White (WH) ❑ Clearl-enls (CL) ❑ 100 (100) 'pl^aseconsull �`omP d Fluorescent ❑ 277 (4) ❑ Green (G N) ❑ Type (GR•5) ❑ 70 ❑ 480 ❑ Gray ❑ Frosted Ltens (70) (5) (GY) (FL) ❑ 50 ❑ M.Tap ❑ Custom ❑ Internal LiightShield (50) (6) (CC) (LS) ❑ 35 ❑ Singleln-:Line Fuse (36) (SF) ❑ Double lni-Line Fuse 'Note: Pleas. sea (OF) DecorativeAmts section for Arm & Wall MountAmi selection mung n,y u,urau,•uuzw l'.a. u..iai.•,.u"y "ux,�w. rw..,.•uw.v..�.�.,..a,�u+yay"c.,wns9�•wmcw. uo a>a.ws T+P•'+"Y rhmamd V,lvxieL,Jmq LLCM„e,drnavwan e�y,•nna"a,n;porddVainvet.)rg LLC Y4n,e „4wlrW r:iytlmmi,.aa 'oq na•a0.ltm.ee.nmesM ,Japdsye+'1 µactin a,+:ikahau,ACJpumP¢. 217 East 157t1, Street, Gardena, California 90248 Ph (www.visionaire �86 igh ing.com SMLAS NOTES: 1, CONTRACTOR TO REFER TO SUPPLIER FOR ORDERING, VERIFICATION OF BOLT PATTERN AND GROUNDING REQUIREMENTS, 2, FINISH COLOR SHALL BE BLACK. 3. MANUFACTURER: VISIONAIRE LIGHTING, GARDENA, CALIFORNIA. 4, SUPPLIER: ILLUMINATION CONCEPTS AND SALES, RICHMOND, VIRGINIA,; 804,358.2300 HOUSE LIGHT (E) LD-001 �r err�+,,/pyp �p ' �M•�r�t �/ ------------ Catalog Number AFtwli.,l #./AF �'�,Ae'tF A'`iri'a/ �+ �r Notes Type FEATURES & SPECIFICATIONS CONSTRUCTION • Extruded aluminum body with cast and caps is mounted with 1/4' bolts, to formed steel wall bracket Housing body rotates to allow for variable Architectural Wall Lighting aiming. Standard finish is dark bronze (DOB) polyester powder. Other -Mounted g g architectural colors available. • Cast aluminum doorframe is hinged and secured by stainless steel far \v/�Y� „- /�� tellers. Closed cell silicone gasket prevents the penetration of dust ��s"'' and moisture. r OPTICAL SYSTEM /r, �•:„,.,,•, METAL HALIDE • Centered optics with anodized, aluminum reflectors: segmented, 70, 100, 150, 175W specular or hammertone finish. �' Clear, impact -resistant, tempered glass lens with silkscreen.f/ �r ELECTRICAL SYSTEM • 15OW and below utilizes a high reactance, high power factor ballast " �~--- 175W and above utilizes a constant -wattage autotransformer ballast. Both ballasts are capper wound and 100% factory tested. Standard dimensions- $tandStand WM •K- ----. • Horizontal, medium -bass porcelain socket with copper alloy, nickel" I plated screw shell and center contact. 4KV pulse rated. UL listed 66OW, g 0H 6o0V. EPA: 1.3 W(.12 mi) } INSTALLATION • Mounting includes for independent Length: 18.1/2 (47) 1 Depth: 6-3/4 (17.2) plate provision attachment of junc- lion box. Optional Backbox wall mounting available for surface conduit Overall Height 11-314 (29.9) applications. Mounts either lens -up or lens -down. Max Weight:27 (12.2 kg) Imo— LISTINGS L �I • UL listed for wet locations. Listed and labeled to comply with Canadian Standards (see Options). IP65 rated in accordance with IEC standard All dimensions are inches(centimeters) unless otherwise specified. 529. ORDERING INFORMATION Example: WFL2175M GZ 120 SF Choose the boldface catalog nomenclature that best suits your needs and write it an the appropriate line. Order accessories as separato catalog numbers (shipped separately). Series Wattage/Source Distribution Voltage F Options WFL2 10M SP Spat 120 Shipped Installed In Fixture Architectural Colors t00M BP Bi-Peak symmetric 208s SF Single fuse 1120, 277, 347V, (powder finish)' HPN Narrow asymmetric 150Mr 2401 rVawith TB) Standard Colors HPM Medium asymmetric 175M 277 DF Double fuse (208, 24% 48OV, ODS Dark bronze (standard) Pla with TB) HPW Wide asymmetric Y 347 DWH White CR Corrosion -resistant finish RN Narrow symmetric DBL Black RM Medium symmetric Y T6 CSA Listed and labeled to cam Canadian Classic Colors RW Wide symmetric Standards DMBMedium bronze clards GZ Wall grating cell -button DNANatural aluminum PE Photype FT Forward throw late with type (n/a with TB) DSS Sandstone CFBL Color lens101ue OGG Charcoal gray CFRO Color lens/Rosa DTG Tennis green SCWA Super CWA Pulse Start DBR Bright red Ballast(TB std.) ❑SS Steel blue LLRPSL Low Loss Reactor Pulse Start Ballast. (277Vmdy) Shipped Separately' BBW Backbox wall mounting UV Upper visor NOTES: EV Eggefate visor (black) 1 Optional multi -tap ballast (120,20a,240,277V).(120, FV Full visor 277,347V in Canada). 2 Maybeorderedas an accessory. Door frame must be BV Bottom Viso! factorydrllled. WG Wire guard 3 Additional architectural colors available; see paint brochure (Form number 794.3). BD Barn door 4 Maybe ordered with SCWAor LLRPSL. HLV Horizontal louver (black) 5 Consult factory for availability in Canada. VLV Vertical louver (black) BVG Bubble vandal guard OUTDOOR 200-WFL2 NOTES: 1. 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 OFFICE ALL PACK () SECTION NOTE: APPROVAL DRAWING MUST P� RETURNED TO MANUFACTURE BEFORE UNIT CAN BE FABRICATED, PLEASE NOTE CORRECTIONS OR REVISION TO THE DRAWING OR SPEC'; MANUFACTURER: VISIONAIRE LIGHTING GARDENA; CALIFORNIA 1.877.977.5483 SUPPLIER: ILLUMINATION CONCEPTS AND SALES, INC. RICHMOND, VIRGINIA 1,804,358.2300 NOTE: CONTRACTOR TO REFER TO SUPPLIER FOR ORDERING, VERIFICATION OF BOLT PATTERN AND .GROUNDING REQUIREMENTS. SEE LIGHTING PLANS FOR POLE HEIGHT IN CAST ALUM. HOOD FORMED ALUM, REFLECTOR HORIZONTAL MOUNTED LAMP (LAMP BY OTHERS) MEDIUM BASE PORCELAIN SOCKET CAST ALUM, CAGE DECORATIVE CHIMNEY AND HOLDER OBSCURE GLASS LENS LLD_001 C YL US LISTED W ted for wet locations ALX-1 24" 16" 8" 400w 1.6 ALX•2 27" 21" 9" t500w 1.9 The AutoLux is a low profile, sharp cutoff luminaire, designed for automotive dealership lighting. Combining a high performance multi -faceted segmented reflector with versatile light distributions and a variety of mounting capabilities, the AutoLux is the superior choice for your lighting needs. Quality engineering and computerized state of the art machinery join together to set the new standard for quality in the lighting industry. LA Op5p yYalgge VoMaga Mounfing Finish Gptkns T3 250 M 6 SFA BK PC, LS Model No. Critics Wattage Source Voltage Mounting Finish Options ❑ ALX-1 ❑ Type ❑ 1500 ❑ Mi ❑ 120 ❑ Bolt -On Arm ❑ Bronze ❑Photo Cell IT 1) o500) (Mj (1) (BOA) (BZ) (PC) ❑ ALX•2 ❑ Type 11 ® (T2) ❑ Typelll 1000 ❑ (1000) ❑ 750 (750) ❑ 450 ❑ 208 (2) ❑ 240 Sli FltArin ❑ P (SEA) Black (BK) � ❑ Quartz Restrike (QR) ❑ Light Shield (LS) ❑ PS (P) ❑ FiPS ❑ Knuckle Mount ❑ White H) (T3) (450) (S) (3) (KM) (W ❑ Type IV ® ❑ 440 ❑ 277 ❑ Wall Mount ❑ Green ❑ Singleln-Line Fuse (T4) (4) (WM) (ON) (SF) El ❑ Type V O (350) ❑ 480 ❑ Gray ❑ Double In -Line Fuse (T5) ❑ 320 (5) (GY) (0 F) (320) 250 ❑ (250) M.Tap ❑ (6) ❑ Custom (CC) ❑ 200 (200) ❑ 175 (175) ❑ 150 0) ❑ 100 (100) � ikamww,anpcpkary iaamsmdYearuYe L:jriq LLC.MYwdaailvoua.n,ttYnaw ne,n 4'Pnrddl%wvial4'e4LLC.b,e.i•9 dnwrW pdrydwAwn inpomnut Ltin."e,uanl fe„rIC da.ge a^1 syc,Ic.tu�i[aAarteluin.euJpiJ nNs. �� ���•► 217 East 157th Street, Gardena, California 90248 VVILM��AI�9 400T,�/V0 Pwww.vi ionalrelight ng com86 ALX-18 NOTES: 1. CONTRACTOR TO REFER TO SUPPLIER FOR ORDERING, VERIFICATION OF BOLT PATTERN AND GROUNDING REQUIREMENTS. 2. FINISH COLOR SHALL BE BLACK. 3, MANUFACTURER: VISIONAIRE LIGHTING, GARDENA, CALIFORNIA, 4. SUPPLIER: ILLUMINATION CONCEPTS AND SALES, RICHMOND, VIRGINIA; 804.358.2300 PARKING LIGHT () N.-T.S. 14 SECTION SANTA MARIA FIXTURE (SML-1/GR-3/175MH/MT/PT/BK/OB) INTERGAL BALLAST HOUS ING (TOOLESS ACCESS) ALL CASTINGS TO BE 319 ALLOY ALL FASTENERS TO BE NON-FERROUS ROUND SMOOTH ALUM. POLE (DCB-11/10/4RF/11G/PT/BK/GFI) ALL FINISH COLORS SHALL BE BLACK, CAST ALUM. DCB-11 BASE �--t-- CONTRACTOR TO CONTACT I MANUFACTURER FOR FOUNDATION I DETAIL AND BOLT PATTERN PRIOR TO INSTALLATION. PEDESTRIAN LIGHT (F) AID POLE 0 Square Non -Tapered Steel Pole Specifications s Shaft T -Fabricated from a high grade structural steel tube which has a wall thickness of 11 gauge or 7 gauge. Shaft conforms toASTM t specifications. Meets or exceeds minimum yield strength of 46,000 PSI. Shaft is furnished with ground lug inside pole, ( opposite hand hole opening. e( § nand mote Base Plate # -Fabricated from structural quality hot rolled steel. Meets or k zi exceeds minimum yield strength of 36,000 PSI. Base telescopes * and is circumstantially welded to pole shaft: Bolt holes slotted a to provide 1" flexibility on either side of bolt circle. Anchorage -Hot rolled steel bar - minimum yield strength of 50,000 PSI. f Dose Ptate Bolts have "L" bend on one end and are threaded on the other end. Bolts are galvanized and are furnished with two nuts and washers. All Anchor Bolts are In accordance with ASTM A-153. Base Cover LJ -Fabricated from heavy gauge quality aluminum. Two piece ,k cover for easy installation. Finish ); •Quali-Guard oven -baked polyester powder coat paint. (Custom colors available upon request.) hWdel No. Polo Height Shaft Size Gauge Anchorage Meriting Finish Options SNTS 20' 4S 11 136 S1 BK GFI, DB Model No. Height Size Gauge Anchorage Mounting Finish Options SNTS `3pecify (node: Polo d! to exc ed 35a) 2x4 BOIL -On Arm g Drill Patter O 0 0 O 0 ❑ 4'x4" ❑ 11g. (4S) 11 Bolt Size Drilled for 2x4 Bolt -On Arm ❑Single(S1) �., ❑ Bronze (BZ) ❑ 1'1r36" (136) ❑ Provision forG11 Receptacle ❑ 5"x5" ❑ 7g. (55) (7) ❑ 6"x6' ❑ 5g. (6s) (5) z• - t•vz" a 1 12 ❑ D180 (D2) tom! ❑ 090(101I 9) M ❑ () µT90 T9 ■ f ❑ Quad R}� Y Drilled for 2x6 Bolt -On Arm ❑ Black I (BK) (GFI) ❑ Coupling(Specify size and I—cn) (CUP) ❑ Custom Bolt Circle (Specify size) (CBC) ❑ 314"x24" (342) ❑ 3/4"x30" (343) ❑ 5/BW4" (562) ❑ 1/2"x24" (122) Bolt Circle ❑ White (WH) ❑ Green (ON) Gray (GY) ❑ Direct Burial (DB) Sin le 31 ❑ 9 ( ) "'I❑ ❑ Galvanized (Only) (GAL) ❑ D180 (D2) tp�■ ❑ 12-3/4' ❑ D90 (09) L' ❑ Custom ❑ Galvanized 2-3l8' 5.1/16" 2-11116" (12) ❑ 9-1710" (9) p . ❑� ❑ TOO (TO) ❑ Quad(QD) WTU Tenon Options (CC) (Under Powder Coat) (GUP) ❑ Bullhorn Bracket (BB) ❑ 3' Round (3R) 16 " ❑ 2-WS" Round (2R) 2x6 Bolt -On Arm re cneauw:gw:rim,wdq.::.yens.c.w,;ovJmm,,re�ee„saravy u"e nezrties ya ea•ww.wawape+sa �ahro�+v9,e.,:,,,,,ac n¢a,w:ua wu:n pvpiury ifnva>:ad4twaielqug LLCM rJre iMm.mn,e,iesrr•wn.yperdd W'ucirL�)tig LlC.LeKg.twlW p.:,/ Drill Pattern dw,;.,.0 bpo s,u a"swn uc yswdJys „q,p:w.w mu:,a rr.m.wu Pu zfe. t��/j 217 East 157th Street, Gardena, California 90248 LT ,!• Y!.?.�.l A�!.�!.�! "±+�T. �:+� !.. > Ph (www.v s o310) 4nai eli 80 Fax (h in .com�6 V � 9 9 NOTES: 1. CONTRACTOR TO REFER TO SUPPLIER FOR ORDERING, VERIFICATION OF BOLT PATTERN AND GROUNDING REQUIREMENTS. 2, FINISH COLOR SHALL BE BLACK. 3. MANUFACTURER: VISIONAIRE LIGHTING, GARDENA, CALIFORNIA. 4. SUPPLIER: ILLUMINATION CONCEPTS AND SALES, RICHMOND, VIRGINIA; 804.358.2300 5, CONTRACTOR TO CONTACT MANUFACTURER FOR FOUNDATION DETAIL PRIOR TO INSTALLATION. PARKING LIGHT POLE LD_001 C 1iL US usn0 Llated for wet locations ALX•1 24" 16t 8" 1 40OW 1.6 ALX•2 27" 1 21" 9" 1500w 1.9 The AutoLux is a low profile, sharp cutoff luminajre, designed for automotive dealership lighting. Combining a high performance multi -faceted segmented reflector with versatile light distributions and a variety of mounting capabilities, theAutoLux is the superior choice for your lighting needs. Quality engineering and computerized state of the art machinery join together to set the new standard for quality in the lighting industry. JALXJJ T3 1000 MM y6 1 PC Ls 11.1...1e1 M_ nntlr Wane.. Snurce Voltane Mountina Finish Options ❑ ALX-i ❑ Type ® ❑ 1500 ❑ Mi ❑ 120 ❑Bolt -On Arm ❑ Bronze ❑ Photocell (T1) (1500) (M) (1) (BOA) (BZ) (PC) ❑ALX-2 ❑Type ll ® (72) 0 (1100000) El 'DO (2) ❑Slip-FitArm 1 (SFA) ❑Black (BK) ❑ Quariz Restrike (QR) ElPS (P) ❑ 750 ❑ Typelll ® (750) 450 ❑ Fw3 ❑ 240 ❑ Knuckle Mount ❑ White (WH) ❑ LighlShieid (LS) (T3) (450) Is) (3) (KM) ❑ Type IV ® 400 0 ) ❑ 277 [] Wall Mount ❑ Green (ON) ❑ Single In -Line Fuse (SF) (T4) (4) (WM) ❑ 350 ❑ Type O (150) ❑ 480 ❑ Gray ❑ Doubleln-Line Fuse (T5) ❑ 320 (5) (GY) (D F) (320) 250 ❑ M.Tap ❑ Custom (250) (6) (CC) 200 (200) ❑ 175 (175) 150 (150) ❑ 100 (100) awweaariupopkuryiSam.eendV Aw'rlymq nC.Mreelaail•mJin,eQ.inaa.aa,.ypordd Ycwu�et•JvgLLC.N1ce,ryMwiWpdrydcermwu :nroamnra;.�:.,eutixirce,ynum,,.;e+a, ye�.wa:eamJ� „e.dpaew.. 217 East 1571h Street, Gardena, California 90248 VISION TIRE Lv/GHTINC� Pwww.vi ionalrelight comb ALX-18 NOTtES: 1, (CONTRACTOR TO REFER TO SUPPLIER FOR ORDERING, VERIFICATION OF BOLT (PATTERN AND GROUNDING REQUIREMENTS. 2. !FINISH COLOR SHALL BE BLACK. 3, MANUFACTURER: VISIONAIRE LIGHTING, GARDENA, CALIFORNIA, 4. SUPPLIER: ILLUMINATION CONCEPTS AND SALES, RICHMOND, VIRGINIA; 804.358.2300 PARKING LIGHT (U) N.T.S. 14 SECTION LO-001 SECTION N.T.S, 14 PLAN, SECTION, DETAIL N.T.S. SECTION N.T.S. LD_001 N.T.S. McIEE CARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 East High Street Charttottesville, VA 22902 434-979-7522 wwwl.mckeecarson.com McKee Carsom and Field Sport Concepts, Ltd. reserves its colmmon law copyright and other property rights; in these drawings. All ideas, designs, sections, details, and plans are the property of Mc;Kee Carson and Field Sport Concepts, Ltd., These plans are not to be reproduced, clhanged, or copied in any farm or manner whlatsoever, nor are they to be assigned to amy third party without first obtaining the (express permission and consent of either McKee Carson or Field Sport Concepts, Ltdl. asset at�dFallussl tt Y' rr®, `�A (2) psasaI Revisions: 1. 09/13/02 CO/ACSA CONIMENTS 2.10/24/02 CO/ARB CONEVIENTS Scale: AS SHOWN Date: 07/24/02 Project No.: 9923 Designed: SWE Checked: MEK Sheet No.: FRAME & COVER (SEE TYPICAL MANHOLE FRAME AND COVER DETAIL) STREET SURFACE OR NON -PAVED AREA SLOPED AREA V-0" MAX a 2'-0" "WEDG-LOK" TYPE RUBBER COATED STEEL STEPS OR APPROVED 3'-•0" MIN EQUAL CAST IN PLACE PRECAST REINFORCED 12" MIN CONCRETE SECTIONS 16" MAX "0" RING SEALS MINIMUM ELEVATION 5., 4'-0" > DIFFERENCE ACROSS M.N. FROM INLET TO OUTLET SHALL BE 0.20 FEET. CONCRETE----.WARIES FILLETS DEPTH OF FLOW CHANNELLk TO BE 3/4 DIAMETER OF CONTRIBUTING SEWER.-- > Q 1211 A FILLETED INVERT FOR A SMOOTH TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE PROVIDED. MIN. 6"' BEDDING W/ NO, 68 STONE NOTE: 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. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. TYPICAL SANITARY MANHOLE SHOWING BRANCH TIE -IN -- SECTION I- w z 3000 PSI CONC. BASE I- I BENCH SLOPED TO FLOW <. .. CHANNEL 1/4" 1' MIN BRANCH 12" ----!I-�---- - ---- _"� n I Y I NOTE: FLEXIBLE CONNECTION WITH STAINLESS STEEL J ALL CONNECTIONS TO BAND I D EXISTING MANHOLES SHALL 0 BE CORED AND A FLEXIBLE TYPICAL SANITARY MANHOLE CONNECTION BOOT " SHOWING BRANCH TIE-IN INSTALLED PLAN G FOR ALL BENDS 45° MAX21 L o. 45° MAX PLUG J 1 1 FOR TEE OR WYE FITTINGS WIDEN TRENCH TO ACCOMMODATE ANCHOR IF REQUIRED. BEDDING AS MIN° REQUIRED " = UD-001 SOLID COVER SHOWN PERFORATED AVAILABLE IF SPECIFIED STANDARD LETTERS: UNLESS OTHERWISE SPECIFIED TOP OF COVER BOTTOM OF COVER MINIMUM AVERAGE WEIGHT I SUPER CAST, INC. MODEL NO. MH-RCR-2001 RING 190 Ibs. OR APPROVED EQUAL COVER 120 Ibs. 310 lbs. 25 1/4" 23 3/4" 23 1/2" 1 3/8" 2 va" 7 1/2" 3/a 3/4" 4 3/4" 22 1/4" I �- 4 3/8" 24 1/2" 33 1/4" TYPICAL SANITARY MANHOLE FRAME & COVER LUD-004 N.T.S. 15 PLAN AND SECTION JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY 1" TYPE "K" SOFT COPPER -0---3/4"x3/4"x 1" TEE NOTE: NO SWEATED FITTINGS (FLARED ONLY) DUAL SERVICE 3/4" TYPE "K" SOFT COPPER 0 0 AIR RELEASE VALVE, APCO MODEL NO. 143C (11, NO. 200A, (11, NO. 1450 (21, NO. 200C: (21 OR APPROVED EQUAL BRASS OR BRONZE PIPE---` DRAIN GRADE PROPERTY IF POSSIBLE LINE BRICK SUPPORTS OR SOLID CEMENT BLOCKS �n FINISHED GRADE BRONZE GATE VALVE CRUSHED STONE `--TYPE "K" SOFT SINGLE SERVICE COPPER NOTES: 1. SADDLES SHALL BE USED ON PVC PIPE, CORPORATION STOP, 2, THE SERVICE LATERAL SHALL BE THE SAME SIZE AS THE COPPERSETTER, EXCEPT AS MUELLER NO. H 15000 NOTED ABOVE OR UNLESS OTHERWISE APPROVED. OR APPROVED EQUAL CAST IRON LID III,-1 I I-1 I I-1 I =1 I I-1 I I I 1=1 11=1 11=1 I I- III_ FINISHED GRADE �OIKWINGi=1 I- BROOKS 2200 SERIES BOX NOTES: 1/4" BEND COUPLING ANGLE - 10"-15" III WITH EXTENSION OR MUELLER NO. H-15069 (3/4", 1") VALVE 11- I 1= APPROVED EQUAL IN 1. A PRiECAST MANHOLE CONE AND COVER WITH WATER CAST ON LID, OR APPROVED NO. H-15068 (1 1/2", 2") _ III- UNPAVED AREAS EQUAL, SHALL BE USED, FORD N0. L02-33 (3/4") 11IIII COPPERSETTER (PLACED NO. L02-44 (11 36" MIN. - III III= ON STONE) 2. FOR WATERLINES SMALLER THAN 12" USE A 1" A.R.V. AND FITTINGS. FOR WATER NO. L02-66 (1 1/2") -III I1= FORD VV72 (5/8"x3/4") LINES 12" AND LARGER USE 2" A.R.V. AND FITTINGS. NO. L02-77 (2") 1I-II 11- T VV74 (1") OR APPROVED EQUAL -II 1E OR APPROVED EQUAL 3. IN SITUATIONS WHERE THE A.R.V. ASSEMBLY CANNOT BE OFFSET FROM THE MAIN AN 11= �,�ea��g•�': �$ METER ADEQUATE FOUNDATION SHALL BE INSTALLED SO THE WATER LINE DOES NOT SUPPORT ro a8�oo0� o ooP THE MANHOLE CONE. 4" STONE BEDDING BRICK AS CORPORATION STOP (3/4", 1", 1-3/4", 2") NECESSARY MUELLER NO. H-15000 FORD NO, F-600, OR APPROVED EQU�AL� C `� TYPICAL SERVICE LATERAL INS 1 A LL�TI®N D T'YPICAL AIR RELEASE VALUE (ARV' UD•019 UD-022 N.'T.S. 15 PLAN AND SECTION 1..41 V/111V IV VI- V 11ILR V I IL11 ILJ O (GAS, ELECTRIC, TELEPHONE, CABLE, ETC.) EASEMENT WIDTHS: WATER OR SEWER ONLY - 20' MINIMUM WATER & SEWER - 30' MINIMUM - x SEE PART 3, PARAGRAPH D; SEPARATION OF WATER & SEWER LINES. UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT 90° TO THE RIGHT OF WAY UD-002 UTILITY LOCATIONS AND EASEMENT WIDTHS UD-009 N.T.S. 15 DETAIL THREADED PLUG CLEANOUT ADAPTOR FINISHED GROUND ADJUSTABLE VALVE BOX WITH LID. BINGHAM & TAYLOR FIG. NO 4905 OR APPROVED EQUAL VDOT NO. 21A STONE o. = 45°0'0" PLUG o.! 45° a MIN M N MAIN LINE T T SECTION 1-1 SECTION 2- LID WITH THE MARKING "SEWER" CAST IN PIPE DEGREE BEND DIMENSIONS (FT) VOL. TEE AND PLUGS WT) VOL. SIZE OF BEND CU.YD. CU.YD. L H T L H 90 2.50 2.50 3.01 0.24 4" & 6" 45 2.00 2.25 2.60 0.15 2.00 2.25 2.0 0.15 22 1/2 1.50 2.00 2.52 0.10 11 1/4 1.50 2.00 2.50 0.10 90 3.66 3.16 3.21 0.48 8 45 2.66 2.66 2.77 0.26 3.16 2.91 2.66 0.32 22 1/2 1.66 2.16 2.69 0.13 11 1/4 1.66 2.16 2.67 0.13 90 4.83 3.83 3.42 0.83 10" & 12" 45 3.33 3.58 2.95 0.43 3.83 4.00 2J83 0.52 22 1/2 2.33 2.58 2,86 0.24 11 1/4 1.83 2.33 2.84 0.18 0�713EMAINING 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 BY HAND OR APPROVED SPRING LINE MECHANICAL TAMPER OF PIPE - - HAUNCHING NO. 68 STONE - - - - - BEDDING 6" max 4" min FOUNDATION (SHALL BE WHEN SOIL CONDITIONS ARE UNSTABLE 4EMMREQUIRED (ALL PIPE) TYPICAL SEWER PIPE INSTALLATION IN TRENCH N.T.S. 15 DETAIL PLUG END OF SERVICE LATERAL IN LINE WYE-TEE PLAN AS INDICATED SEWER SERVICE LATERAL CONNECTION NOTES: 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 LATERAL PIPE SHALL' BE 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE CHANGES DIRECTION, LOWEST PIPE CONNECTED TO THE MANHOLE. CHANGES SIZE, DEAD ENDS AND AT VALVES, 2. ALL SEWER SERVICE LATERAL CONNECTIONS INCLUDING THOSE CONNECTED TO MANHOLES 2. USE 2500 P.S.I. CONCRETE. SHALL HAVE CLEANOUTS AS INDICATED, 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 3. GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1/4" PER FOOT ) 4 STHE IZE OOFNALLT ING THRUST (BLOC SHALL BE RESPONSIBLE TO THE VERIFY' THE TYPE & TYPICAL SEWER SERVICE LATERAL a :1 f GOOD FOUNDATION MATERIAL INITIAL BACKFILL ROCKY FOUNDATION MATERIAL BEDDING 3 STONE N.T.S 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 z UNSTABLE INITIAL SOIL 8" `V 8" BACKFILL 8" 81, = MIN. MIN. IN MIN. #68 STONE O #68 STONE OIle 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. 5, BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE 1INSTALLATION & BEDDING PLAN AND SECTION N.T.S. 15 PLAN AND SECTION N.T.S. 15 DETAIL UD-010 SECTION N.T.S. NOTE: 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE PLACE 5' GALV. WITNESS POST PAINTED BLUE TO INDICATE VALVE LOCATION AS DIRECTED. MARKER o LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL. d• �-FINISHED GRADE ADJUSTABLE VALVE BOX W/ LID BINGHAM & TAYLOR FIG. NO. 4905 (SCREW TYPE) OR APPROVED EQUAL M.J. GATE VALVE "ti♦�_lttit 2500 P.S.I. a ° CONCRETE a .:' 2'x 2' BEARING THRUST BLOCK AREA a a' NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE N.T.S. 15 DETAIL UD-006 N.T.S. UD-015 N.T.S. /y r I" McKEE CARSO y CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 East High Street Charlottesville, VA 22902 434-979-7522 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. fT I CTJ Revisions: 1.09/13/02 CO/ACSA COMMENTS Scale: AS SHOWN Date: 07/24/02 Project No.: 9923 Designed: 1VIOW Checked: AGF TO4 CONSTRUCTION ENTRANCE Lftl,� SEE PAVED CE WITH WASH RACK DETAIL •_ sue_ ���_ C� CONSTRUCTION ROAD STABILIZATION E. & S. STD. & SPEC. NO. 3.03 oSF SILT FENCE-X-X-X_ E. & S. STD. & SPEC. NO. 3.05 IP STORM DRAIN INLET PROTECTION E. & S. STD. & SPEC. NO. 3.07 ®® TEMPORARY DIVERSION DIKE E. & S. STD. & SPEC. NO. 3.09 TEMPORARY SEDIMENT TRAP E. & S. STD. & SPEC. N0. 3.13 SD TEMPORARY SEDIMENT BASIN E. & S. STD. & SPEC. N0. 3.14 OP OUTLET PROTECTION E. & S. STD. & SPEC, NO. 3,18 SIB SURFACE ROUGHENING E. & S. STD. & SPEC. NO. 3.29 -r0 TOPSOILING TO E. & S. STD, & SPEC. NO. 3.30 TEMPORARY SEEDING E. & S. STD, & SPEC. N0. 3.31 T� PS PERMANENT SEEDING PS E. & S. STD. & SPEC. NO. 3.32 I�D MULCHING E. & S. STD. & SPEC. NO. 3.35 SOIL STABILIZATION BLANKETS & MATTING E. & S. STD. & SPEC. NO. 3.36 I-P TREE PROTECTION E. & S. STD. & SPEC. NO. 3.38 k�-}- DC DUST CONTROL DC E. & S. STD, & SPEC. NO. 3.39 1. EROSION AND SEDIMENT CONTROLS SHALL BE INSTALLED IN ACCORDANCE WITH THE 1992 VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, THIRD EDITION AND SHALL BE IMPLEMENTED PRIOR TO OR AS THE FIRST STEP IN ANY LAND DISTURBING ACTIVITY. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED AND REPAIRED A;S NEEDED UNTIL ALL DISTURBED AREAS HAVE BEEN PERMANENTLY STABILIZED. MAINTENANCE AND REPAIR SHALL BE IN ACCORDANCE WITH THE METHODS OUTLINED IN THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK FOR EACH CONTROL MEASURE SPECIFIED. 3. EROSION AND SEDIMENT CONTROLS SHALL BE INSPECTED AT LEAST TWICE WEEKLY, AFTER EACH RAINFALL AND AT LEAST ONCE DAILY DURING PROLONGED RAINFALL. 4. PERMANENT AND/OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO ALL DISTURBED AREAS WITHIN 7 DAYS AFTER FINAL GRADE IS ESTABLISHED ON ANY PORTION OF THE SITE. ANY DISTURBED AREAS WHERE CONSTRUCTION ACTIVITIES WILL BE HALTED FOR LONGER THAN 30 DAYS SHALL BE STABILIZED WITHIN 7 DAYS OF THE LAST CONSTRUCTION ACTIVITY, PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. 6. SURFACE ROUGHENING (E&S STD, & SPEC. 3.29) SHALL BE PROVIDED ON ALL SLOPES GREATER THAN 3:1. SLOPE STABILIZATION MATTING (E. & S. STD. & SPEC. NO. 3.36) SHALL ALSO BE PROVIDED ON ALL SLOPES GREATER THAN 3:1 WHENEVER LANDSCAPE IMPROVEMENTS ARE NOT TO BE INSTALLED AND MULCHED IMMEDIATELY AFTER INITIAL GRADING EFFORTS. 6, TEMPORARY SEEDING, INCLUDING LIMING AND FERTILIZATION AS REQUIRED, WHERE SPECIFIED ON PLANS, SHALL BE DONE IN ACCORDANCE WITH E&S STD. & SPEC, 3.31. USE ANNUAL RYEGRASS AT THE RATE OF 100 LBS/ACRE. 7. PERMANENT SEEDING, INCLUDING LIMING AND FERTILIZATION AS REQUIRED, SHALL BE APPLIED TO ALL DISTURBED AREAS NOT PAVED OR NOT PLANTED WITH GROUND COVER. SEEDING AND MULCHING SHALL BE DONE IN ACCORDANCE WITH E&S STD, & SPEC. 3.32 AND 3.35, GRASS SEED MIX SHALL BE REBEL II TALL FESCUE BLEND AT 80 TO 90%, IMPROVED PERENNIAL RYEGRASS AT 5 TO 10%, AND KENTUCKY BLUEGRASS AT 5 TO 10%. APPLICATION SHALL BE 350 TO 400 LBS/ACRE. 8. NO LAND DISTURBING ACTIVITIES SHALL COMMENCE PRIOR TO THE APPROVAL OF THE EROSION AND SEDIMENT CONTROL PLAN BY THE COUNTY OF ALBEMARLE AND THE ISSUANCE OF A GRADING PERMIT. 9. THE CONTRACTOR SHALL ASSUME ALL LIABILITY AND RESPONSIBILITY FOR EROSION AND SEDIMENT CONTROL MEASURES, AS THEY ARE DESIGNED TO PROTECT ADJOINING BUILDING STRUCTURES AND FOUNDATIONS, PUBLIC INFRASTRUCTURES, VEHICULAR AND PEDESTRIAN CIRCULATION AREAS AND ENVIRONMENTAL QUALITY. 10. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING MUD FROM TRUCKS AND/OR OTHER EQUIPMENT PRIOR TO EXITING THE CONSTRUCTION AREA ONTO PUBLIC OR PRIVATE ROADS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CLEAN ROADS, ALLAY DUST, AND TAKE WHATEVER MEASURES NECESSARY TO INSURE THAT THE ROADS ARE MAINTAINED IN A CLEAN, MUD AND DUST -FREE CONDITION AT ALL TIMES. 11. FULL REFERENCE IS MADE TO THE EROSION AND SEDIMENT CONTROL NARRATIVE, DATED 12 JULY 2002, AS AN INTEGRAL PART OF THE EROSION AND SEDIMENT CONTROL PLAN, 12. ANY SEDIMENT WHICH ACCUMULATES IN THE SEDIMENT BASIN SHALL BE CLEANED OUT THE AND PLACED AT A SUITABLE LOCATION AS REQUIRED AND WHEN H SITE HAS BEEN STABILIZED FROM FURTHER EROSION. 13. SEDIMENT BUILD-UP IN CULVERTS SHALL BE CLEANED OUT AND PLACED AT A SUITABLE LOCATION WHEN THE SITE HAS BEEN STABILIZED FROM FURTHER SOIL EROSION. SEDIMENT SHALL NOT BE ALLOWED TO BILD UP IN CULVERTS BLOCKING FREE FLOW THROUGH THE CULVERTS. 14. EXISTING VEGETATION: MIX OF OPEN GRASSY AREAS AND CLUSTERS OF VARIOUS TREE SPECIMENS, 15. A MINIMUM WATER TAP OF 1" MUST BE INSTALLED WITH A MINIMUM 1" BALLCOCK SHUTOFF VALVE SUPPLYING A WASH HOSE WITH A DIAMETER OF 1.5" FOR ADEQUATE CONSTANT PRESSURE. WASH WATER MUST BE CARRIED AWAY FROM THE ENTRANCE TO AN APPROVED SETTLING AREA TO REMOVE SEDIMENT. ALL SEDIMENT SHALL BE PREVENTED FROM ENTERING STORM DRAINS, DITCHES, OR WATERCOURSES, 16. TEMPORARY DIVERSION DIKE IS TO BE INSTALLED 2 FEET FROM THE TOP OF SLOPE AND MADE TO DRAIN TO THE BASIN OR OTHER APPROVED ESC STRUCTURE AT THE END OF EACH DAY. THE TEMPORARY DIVERSION DIKE MUST REMAIN IN PLACE UNTIL THE AREA IS STABILIZED AND/OR THE ALBEMARLE COUNTY ESC OFFICER APPROVES REMOVAL. 17. SILT FENCE SHALL BE MAINTAINED UNTIL SITE IS STABILIZED AND/OR THE ALBEMARLE COUNTY ESC OFFICER APPROVES REMOVAL. 18. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE AND ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, 19. ALL ENTRANCES EXCEPT FOR THE APPROVED CONSTRUCTION ENTRANCE SHALL BE BLOCKED IS SUCH A MANNER AS TO NOT ALLOW ACCESS TO THE SITE. 1 it �' l 4 `�� Y.��� } •'_ / ' ^R Ra,� � 'r I, !I f3 i •" �J it r ri I l ; x I / '+ t 1 S I '! i I t F ' II ! ) '� ��~!I i !f 111r 1 i Y ; DIVERT 1,30 ACRES � s OF CLEAN STORM WATER TO EX. DI. A ® it JEXCIAVATE T'0 j I i i 118 :MAX: DEPTH I � I P BELOW 'RIM "l- ' € I r I D,I. ITO .SERVE AS i I SE • IMENT TRAP i 4 SOIL 65C CONTRACTOR MUST MAINTAIN POSITIVE DRAINAGE ON DIVERSION DIKE TO INLET / T r / 1 r / 1 d r `# / '�, / /• •-,_ ; `"'.. gym,,` / S - LIMITS OF 20' "NCB CONSTRUCTION„ 1r; rf jIS 01 BUFFER DO NOT j r , r , 8 6 v DISTIURB, f' �� fl , ; jp 18'C MA EPTH B ^ RIM OF 5, ' .'� .J Jr� .. TO SERVE AS �,- SEDIMENT TRAP �.TP •� €p 774 ` t _ I yi`D-D l♦.,� / tom. y., ,i, :i ♦ t:,.^ )/jYY.r•ji^Y ,/ -_`. `:�� wW W W` , ` � � • J r a -�i E P%. . tic A. A x ��'��� �'�-�+ f J LIMITS 0' WORK / NOTE: i J / 3 / ALL EX, TREES SHOWN ARE TO BE SAVED. SEE/SPECIFIC TREE PROTECTION/ SPECIFICATION WHERE NOTED. ! NOTE: SLOPE STABILIZATION MATTING MANUFACTURER SHALL BE NORTH AMERICAN GREEN D-S75 (1.800.772.2040) OR EQUAL Jil, � `✓ l TRAP NO. 1 Drainage Area = 1.40 AC. / f< ELEV LENGTH WIDTH DEPTH SLOPE SOIL / � ��� r BOTTOM 38 8 2?% B ` 3.5 2,0 J ,� r / / WET/DRY 52 22 / rr 2.0 2.0 .6RYj1WEIR,.., 60 30 1 WEIR 8.4 2.5 (EL. 500) Sy'ir '.' it i °} jJ I ! ry --,- Y`✓y/' t,,,, - /•--ti it r O o� TRENCH DRAIN 'TO BE rr, /! Ir S 01 L INSTALLED AS PART!OF/1 1 39C f 91. LIMITS OF WORK"---, , Po U a i• FINAL PAVING EIFFORTV:= It PVC STUB FROM C- TO I�� - P S Y 7 BE EXTENDED AST1 }}44 r -�i CURB FACE PRIIOR/ ;= I / "_. ` ivy'"-.•_ I'J'O }- 't CURB INSTALLATION., ,1fi / i r- ,,!, I 11r IF 48" RCP RISER � ,,1 i "\ , �• I� W/TRASH RA�K// IV ` - _ •� r 1 1 �- � /fir% 23. � .. \ i # .'"\ " 4`' 'a; i r, �` E _-._ ._.-._-,.-.^ � f �!, ��r z�s• .r _ ♦.S Y'{,.�'M • K.«. ` ::;,,�.., „ \ \ r ;r'P"^ti."� ��'"`„-n\ 6°``«• 'mowUSF� '-�,,,�� % ♦ . ,♦ 1 C`) C�/i < { j ! rl blj-FLAT PROTECTION ti € \ . }, ,,..• y,` '-'* ` F�w / I fY hi a,.,. rd50- .50 ft 16.00 ft 18.00 ft 3Po= 6.00 ft 1.44,0 ACRES TO` ST DC j `• I c: Q Al t;,. - /` °xi a '^-"" ""„•'` �'v' 1; _ 1 „��...-. _, � 1 ^.r.� ro ry 'yam' "`"SN-f � F I .... FRC i ,, � �, � - `�..,,.. ry • .�. J t rr• M .. YI.,_.:.4, - tl ,., �� ,. x:.T ..f . ° x � o , . z. 4 1 O 1 W i :.. U � -� ' F 1 c, aF � -ems � co $s18 i Y �{ ~ �._ / `off (TP-%f ,`` 1\ fry- Location Ma <1 1 A j t i f ; PR VI f A jM R�N 1 ,i °- 1� 1 Scale: 1" = 2000" t 0 DE 0 G t it .W °: -••� � TP �" � t t AROUND TRUNKS OF 0 t t WHIT' OAKS t ' 30' DIA. BOARD FENC wAS TREE PROTECTION�.��J )- � '°`•..„•U - `'�,`__ �. ' �' _ TFfPS • A�iEA ,� � � �� f ' ;1 1 ' %l � � '; /�- ' r !- - /" - / -'♦ F f ...:,.�.,. ...,.�-.a.w-,....,t. .,,,'.'maw.,.. - R..:...„ ^..1/ y.�.,.1�. <,o..a.�. `=j �' i! r ?f '` r�, f • "\�z T ._._._ _ �•a 1 ,� t r`1 RESERVOIR r o� ♦, r f 1t, GR EENFIELOS / TERRACE / CONSTR1UCTION 743 SITE �Oooeq 29 LIMITS,; TYP.71 / 631 •rx 7 .,,...... t '.,(t.� `��-�'%�\�\ r1 f:,,n_ BE RKMAR 15,.,.5'' ... r • _ ._ 22, �. CROSSING 'Lit z' Q _._-_ CENTER G ALBEMARLE SQUARE CENTER SHOppING SOIL ,f 1 27C �vFAS o rSQHIO UARE �9s MALL NOTE: THE TWO MOST CRITICAL EROSION CONTROL MEASURES ARE THE TEMPORARY DIVERSION DIKE ALONG THE WESTERN BOUNDARY AND THE SEDIMENT TRAP INCLUDING THE OUTFALL STRUCTURE AND PIPE. CONTRACTOR TO INSTALL TEMPORARY DIVERSION DIKE FIRST AND THEN IMMEDIATELY BEGIN CONSTRUCTION OF SEDIMENT TRAP. COORDINATE ALL EROSION CONTROL MEASURE INSTALLATION WITH ALBEMARLE COUNTY EROSION CONTROL OFFICER. A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A AA A A A A A A AAAAAA AJ.JL.�J EROSION THIS SHEET FOR CONTROLSEDIMENT PURPOSES Scale 1"=20' Contour Interval=2' 0 20 40 80 0�9 I ZAI McKEE CARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 East High Street Charlottesville, VA 22902 434-979-7522 www.mckeecarson.com McKee Carson and Field Sport Concepts, Ltd. reserves its common law copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. Revisions: 1.09/13/02 CO/ACSA COMMENTS 2.10/24/02 CO/ARB COMMENTS 3.11/13/02 ENG./ACSA COMMENT Scale: H:1" = 20' Date: 07/24/02 Project No.: 9923 Designed: AGF Checked: MEK Sheet No.: DRAINAGE SWALE 3" BM-2 ASPHALT DIRECTS FLOW TOP COURSE TO SEDIMENT 70' MIN. BASIN EXISTING 2% 2% PAVEMENT 0 0 0 0 FILTER 6" MIN. 6" 21A AGGREGATE CLOTH BASE EXISTING SECTION A -A EX. CURB OR GROUND EDGE OF: PAVEMENT 70' MIN. B ASPHALT PAVED WASHRACK AI- A EXISTING PAVEMENT + B POSITIVE DRAINAGE TO SEDIMENT *MUST EXTEND FULL WIDTH TRAPPING DEVICE OF INGRESS AND EGRESS OPERATION PLAN VIEW 12' MIN. I IL 1 LI l CLOTH SECTION B-6 NOTE: A MINIMUM WATER TAP OF 1" MUST BE INSTALLED WITH A MINIMUM 1" BALLCOCK SHUTOFF VALVE SUPPLYING A WASH HOSE WITH A DIAMETER OF 1.5" FOR ADEQUATE CONSTANT PRESSURE. WASH WATER MUST BE CARRIED AWAY FROM THE ENTRANCE TO AN APPROVED SETTLING AREA TO REMOVE SEDIMENT. ALL SEDIMENT SHALL BE PREVENTED FROM ENTERING STORM DRAINS, DITCHES OR WATERCOURSES. cE PAVED CONSTRUCTION ENTRANCE XD-00t PLAN AND SECTION N.T.S. 1. SET THE STAKES. WMAX. FLOW G III II,. 3. STAPLE FILTER MATERIAL TO STAKES AND EXTEND IT INTO THE TRENCH. 2. EXCAVATE A 4"X 4" TRENCH UPSLOPE ALONG THE LINE OF STAKES. fill, I it n 4 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. II SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) F I n W POINTS A SHOULD BE HIGHER THAN POINT B. DRAINAGEWAY INSTALLATION (FRONT ELEVATION) SILT FENCE (WITHOUT WIRE SUPPORT) -- DETAIL ru I C�1 11-1nr- ��t SOURCE VA. DSWO TEMPORARY FILL DIVERSION SECTION � r GRAVEL FILTER" 12" RUNOFF WATER WIRE MESH FILTERED WATER o e 4 0 0 � v O FF SEDIMENT 11 I F d pilln d A CONCRETE GUTTER 12' CURB INLET SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. x GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE, GRAVEL CURS INLET SEDIMENT FILTER DETAIL MINIMUM TOP WIDTH (W) REQUIRED FOR SEDIMENT TRAP EMBANKMENTS ACCORDING TO HEIGHT OF EMBANKMENT (FEET) H Ho W W 1 1.5 0.5 2.0 2.0 1.0 2.0 2.5 1.6 2.5 ----------- 3.0 2.0 2.5 H 3.6 2.5 3.0 H 4.0 3.0 3.0 4.5 3.5 4.0 `l7 ORIGINAL 6.0 4.0 4.5 GROUND ELEV. - -III ICI -ICI I, -III-III-III-, EXCAVATED AREA II IIII,II�-1 MAX. DEPTH - 4' TEMPORARY SEDIMENT TRAP DIMENSIONS DETAIL O, S�OQ� DOZER TREADS CREATE GROOVES PERPENDICULAR TO THE SLOPE. -- - ---- SOURCE: MICHIGAN SOIL EROSION AND SEDIMENTATION XDXD --SURFACE RO G N1NG N.T.S. �� DETAIL XD-026 N.T.S. i� iA' nnlnl �t i- GRAVEL* (12"MIN. DEPTH) RU W 1C..,iII�1111111Q ( �FILTEREDI oWIRE MESH SEDIMENT WATER SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY CONCENTRATED FLOWS ARE EXPECTED BUT NOT WHERE PONDING AROUND THE STRUCTURE MIGHT CAUSE EXCESSIVE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. *GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE GRAVEL AND WIRE MESH P INLET I T FILTER XD-003 DETAIL N.T.S. COMPACTED SOIL pJ rr EROSION CONTROL FABRIC 44 f 18 MIN. �.�r{�zrr�} `-� ... . VDOT ST'D. EC-3 �r.���l�,�rf ` _; ��j`-{ l�-- Fjr:,= ----------�:. FLOW r 4.5' MIN. AD-004 TEMPORARY" DIVERSION DIKE N.T.S. \� DETAIL XD-007 R.T.S. XD-022 N.T.S LIMI FEf DE1 PR( FENCE CORRECT METHODS OF TREE FENCING XD-006 SOIL STABILIZATION MATTING SHALL BE USED IN CONJU 6N�WfiT1 AT OUTLET END F� IPE ENTRENCH EDGES OF MATERIAL 6" I CHECK SLOTS TO BE -"'-� t II I "- 5' CONSTRUCTED AS PER MANFACTURERS RECOMMENDATION V-2' 1' TRANSVERSE C OS D CHECK SL FL 6 -$ UPSTREAM AND V-2" �-�- DOWNSTREAM FLO _ TERMINAL 618. TRANSVERASE OPEN CHECK SLOT SOURCE: VDOT ROAD AND BRIDGE STANDARDS SOIL MATTING INSTALLATION XD-025 N.T.S.TYPICAL TREATMENT - 2 SCALE FILL SLOPE SECTION SOIL STABILIZATION MATS SHOULD BE INSTALLED VERTICALLY DOWNSLCOPE FOR BEST RESULTS. NOTE: SLOPE SURFACE SHALL BE SMOOTH AND FREE OF ROCKS, LUMPS OF 5 1 DIRT, GRASS AND _ STICKS. MAT SHALL ® 5' BE PLACED FLAT ON SURFACE FOR ® PR PROPER SOIL CONTACT. 51 ® Q Q O T OV, 4'-� ® 6 DIRT SHALL BE III II _ TAMPERED PRIOR TO LAYING TOP LAPOVER I_I TOE BERM MAINTAIN SLOPE ANGLE TRENCH INTO BERM AND PROGRESS DOWNSLOPE SLOPE LINING (WET SLOPE) SLOPE LINING TOP OF CUT SLOPE (DRY SLOPE) TREATMENT- 2 POLYPROPELYENE INON-WOVEN 2 (NEEDLE PUNCHED) GEOTEXTILE FILTER OWN SOUQ�F�ERI TREATMENT - 2 CLOTH (BEHIND �, Pg0 DER kA TREATMENT - 2) , OF - BOTTOM OF SOIL ZAa�.e FILL SLOPE WAtea BOTTOM OF �4- rem+ ` IJU I I UM Ul- CUT SLOPE �° t Un onUvl-vcn CORRECT TRUNK ARMORING CUT SLOPE BREAK POINT TRIANGULAR BOARD FENCE Source: Va. DSCW SOURCE, VDOT ROAD AND BRIDGE STANDARDS TREE PROTECTION AND PRESERVATION FENCING XD-021 FB/M�SOIL TASILI TI NMATTINGSLOPEINSTALLATION XD-0DETAIL N.T.S.DETAIL N.T.S. McKEE CARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 East High Street Charlottesville, VA 22902 434-979.7522 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. clao �Itz U c� Revisions: 1. 09/13/02 CO/ACSA COMMENTS 2.10/24/02 CO/ARB COMMENTS Scate: AS SHOWN Date: 07/24/02 Project No.: 9923 Designed: SWE Checked: MEK