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HomeMy WebLinkAboutSDP200200092 Plan - Approved Final Site Plan and Comps. 2003-02-202 Location Map Scale: 1 "=2000' 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, Virginia IHIMPIMM Prepared. For: Sycamore House, Inc. 1108 W. Main Street Charlottesville, Virginia 22903 CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, VIRGINIA 22902 tele:434.979.7522 fax:434.977.1194 GENERAL CONSTRUCTION SITE CONSTRUCTION 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY 16. � if- CONTRACTOR SHALL ADEQUATELY PROTECT EQUIPMENT, MATERIALS, 1• UPON COMPLETION OF FINE. GRADIN.- AND PREPARATION OF THE PAVEMENT PERMITS, INSPECTIONS, BONDS AND OTHER APPROVAL RELATED ITEMS IN ACID COMPLETED WORK FROM THEFT AND VANDALISM. THE OWNER IS NOT SUBGRADE, CBR TESTS SHALL BE_TERFORMED 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 SOIL SUPPORT VALUE 0= 10 OR GREATER IS NOT OBTAINABLE, A ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING REVISED PAVEMENT DESIGN SHALL 6E MADE BY THE ENGINEER. CONNECTION TO ANY EXISTING ROAD, A PERMIT FOR SAID CONSTRUCT ON W. F.9Y DAMAGE TO EXISTING PHYSICAL FEATURES (WALKS, LIGHTS, TREES, 2. CONSTRUCTION DEBRIS SHALL BE CONTAINERIZED III! ACCORDANCE WITH THE SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION HRUBS, ETC.) SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. VIRGINIA LITTER CONTROL ACT. NO LESS THAN ONE LITTER RECEPTACLE SHALL (HEREAFTER ABBREVIATED VDOT). WHERE ANY DISCREPANCIES OCCUR, THE REPAIRS OR REPLACEMENT SHALL BE MADE AS NECESSARY AT NO COST BE PROVIDED AT THE CONSTRUCTION SITE. REQUIREMENTS OF THE PERMIT SHALL GOVERN. 10 THE OWNER. 3. STEPS FOR INGRESS AND EGRESS 1'� ALL DRAINAGE STRUCTURES SHALL 2. ALL PAVING AND DRAINAGE RELATED MATERIALS AND CONSTRUCTION 18. _°.:.-•_ TURF AREAS THAT ARE IMPACTED OR DISTURBED BY CONTRACTOR BE IN ACCORDANCE WITH VDOT ST.',NDARD ST-1. ALL DRAINAGE INLETS SHALL METHODS SHALL CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS OF ;%r"HICLES, 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 ELEVATION$ SHOWN ON PLANS ARE TAKEN AT THE CENTER OF THE INLET BOX. 5. UNLESS OTHERWISE NOTED, ALL STORM DRAINAGE PIPE TO BE HDPE. 21. PARKING FOR THE CONTRACTOR'S VEHICLES SHALL BE COORDINATED 7. UNLESS OTHERWISE NOTED, ALL ROOF DRAINS SHALL BE TIED INTO EXISTING VDOT STANDARD PIPE BEDDING DETAIL PB-1 IS REQUIRED. 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. 6. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH VEHICLES WILL BE ACCOMMODATED AT THE SITE. OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 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 7. THE CONTRACTOR SHALL VERIFY THE PROPOSED LAYOUT WITH ITS MAINTAINED AND MADE AVAILABLE AT THE CONSTRUCTION SITE BY THE WITH MUTCD STANDARDS, LATEST EDITION. RELATIONSHIP TO THE EXISTING SITE SURVEY. THE CONTRACTOR SHALL CONTRACTOR. ALSO VERIFY ALL DIMENSIONS, SITE CONDITIONS, AND MATERIAL 9. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARICADES SHALL BE SPECIFICATIONS AND SHALL NOTIFY THE OWNER AND ENGINEER OF ANY 23. THE CONTRACTOR SHALL PERFORM ALL WORK USING THE DIMENSIONS INSTALLED STALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE DIRECTOR ERRORS, OMISSIONS OR DISCREPANCIES BEFORE COMMENCING OR SHOWN ON THESE PLANS. THE CONTRACTOR SHALL NOT USE SCALES, ENGINEERING OR HIS DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER OF TO PROVIDE SAFE AND CONVENIENT ACCESS. ALL SIGNS OR OTHER PROCEEDING WITH WORK. RULERS, DIVIDERS, MAP WHEELS OR OTHER MEASURING DEVICES TO REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR DETERMINE SPATIAL RELATIONSHIPS ON THESE DRAWINGS. UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION. 8. DEVIATIONS FROM OR CHANGES TO THESE PLANS WILL NOT BE ALLOWED UNLESS APPROVED BY THE ENGINEER/LANDSCAPE ARCHITECT. 24. THE CONTRACTOR SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES IN THE AREA OF PROPOSED EXCAVATION OR BLASTING AT WATER AND SANITARY SEWER 9. THESE PLANS DO NOT GUARANTEE THE EXISTENCE OR NON-EXISTENCE OF LEAST TWO WORKING DAYS, BUT NOT MORE THAN TEN WORKING DAYS, 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE UNDERGROUND UTILITIES. PRIOR TO ANY CONSTRUCTION OR .EXCAVATION, PRIOR TO COMMENCEMENT OF EXCAVATION OR DEMOLITION. AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR THE CONTRACTOR SHALL VERIFY THE EXISTENCE AND LOCATION OF, OR THE NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF NON-EXISTENCE OF, UNDERGROUND UTILITIES. THE CONTRACTOR SHALL BE 25. THE CONTRACTOR WILL EXCLUDE THE COST OF ANY SITE OR OTHER TRASH THE WORK RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552-7001). COMPACTORS. CONCRETE PAD IS INCLUDED PER SITE PLAN BUT ELECTRIC IS EXCLUDED. 2, THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED 10. THE CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS AND LOCATE WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN, EXISTING UTILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT 26. THE POWER COMPANY WILL PERFORM ITS OWN WORK UP TO AND ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. REVISIONS TO PLANS IF NECESSARY. THE EXISTENCE AND/OR LOCATION OF INCLUDING THE CONNECTION TO THE ELECTRIC METER FOR THE UTILITIES SHOWN ON THESE PLANS MAY BE ONLY APPROXIMATELY CORRECT PROPOSED BUILDING. THE TELEPHONE AND CABLE TV COMPANIES WILL 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH GENERAL WATER AND THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PERFORM THEIR OWN WORK UP TO THE BUILDING. AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE PROTECT THE UTILITIES SHOWN HEREON AND ANY OTHER EXISTING UTILITIES COUNTY SERVICE AUTHORITY ON JANUARY 15, 1998. NOT OF RECORD OR NOT SHOWN ON THESE PLANS, THE CONTRACTOR SHALL 27. POWER COMPANY, CABLE TV, PHONE COMPANY, SITE GRADING AND BE RESPONSIBLE FOR REPAIRING, AT HIS EXPENSE, ANY EXISTING UTILITIES OTHER FEES ARE PAID BY THE OWNER AND ARE EXCLUDED. 4, DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. DAMAGED DURING CONSTRUCTION, IF A UTILITY IS DAMAGED DURING CONSTRUCTION, STOP WORK IMMEDIATELY AND NOTIFY THE ENGINEER. 28. EXCLUDED IS THE RELOCATION OF ANY UTILITIES NOT SPECIFICALLY NOTED 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552-7001). TO BE REMOVED OR RELOCATED. 11. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FT. OF COVER RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF 29. PARKING FOR THE CONTRACTOR'S VEHICLES. SHALL BE COORDINATED MEASURED FROM THE TOP OF THE PIPE, OVER THE CENTERLINE OF THE PIPE. CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND THROUGH THE OWNER. PARKING FOR EMPLOYEE VEHICLES WILL BE THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS, AND WATER PROPERTY: THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT ACCOMODATED ON THE SITE. LINES, ETC. BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER 30. ALL SPRINGS. SHALL BE CAPPED AND PIPED TO THE NEAREST DRAINAGE 7• ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF HARMLESS FROM ANY AND ALL LIABILITY, REAL AND ALLEGED, IN CONNECTION DITCH OR DRAINAGE OUTFALL. PIPE SHALL BE 6-INCH MINIMUM DIAMETER ROADSIDE DITCHES. WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR AND CONFORM TO VDOT STANDARDS SB-1. NOTIFY ENGINEER IN ALL CASES. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE LABILITY ARISING FROM "THE SOLE NEGLIGENCE OF THE OWNER OR THE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. ENGINEER". 31. UNLESS OTHERWISE SPECIFIED, FINISH GRADES AT BUILDING SHALL BE A MINIMUM OF 6-INCHES BELOW GROUND FLOOR INTERIOR FINISH FLOOR 9. AS -BUILT CONSTRUCTION DATA SHALL BE MAINTAINED BY THE CONTRACTOR 12. RELOCATION OF ANY EXISTING UTILITIES SHALL BE AT THE OWNER'S EXPENSE 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 AND COMPLETED WITH THE SITE WORK. THE DEVELOPER SHALL BE NOTIFIED STRUCTURES TO A POINT WHERE EITHER PROPOSED/EXISTING GRADES. A OR HIS REPRESENTATIVE TO SERVE AS THE BASIS FOR THE FINAL AS -BUILT AS TO THE RELOCATIONS REQUIRED PRIOR TO THE START OF CONSTRUCTION. DITCH OR OTHER MEANS OF ADEQUATE CONVEYANCE CHANNELS SHALL PLANS. THE DATA RECORDED SHALL BE IN ACCORDANCE WITH THE ADEQUATE AS -BUILT RECORDS -OF ADJUSTMENTS WILL BE MAINTAINED BY THE COLLECT AND DIRECT RUN-OFF AWAY FROM THE STRUCTURES. REQUIREMENTS AS SPECIFIED IN THE A.C.S.A. AS -BUILT PLAN CHECKLIST, CONTRACTOR. LATEST EDITION. 32. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PERFORMING AN INDEPENDENT 10, ALL WATER MAINS SHALL BE CLASS 62, DUCTILE IRON PIPE UNLESS OTHERWISE 13. BEFORE BURNING, BLASTING, OR TRANSPORTATION OR STORAGE OF EARTHWORK/GRADING ESTIMATE WHICH WILL SERVE AS THE BASIS OF ALL NOTED. EXPLOSIVES, THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS. 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 14. UNLESS OTHERWISE SPECIFIED, CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MAIN PIPE LENGTHS IN ORDER TO ATTAIN THE REQUIRED RADII. ROCK BLASTING, RIPPING, EXCAVATION, TRANSPORTATION, PLACEMENT, 33. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY ADDITIONAL COMPACTION, EXPLORATION AND DISPOSAL. 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 15. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE CONSTRUCTION FROM THE SITE. ANY SUCH EARTH -MOVING ACTIVITY IS SUBJECT TO THE 13. BEFORE FINAL RELEASE OF WATER METERS, PRIVATE FIRELINES MUST BE LIMITS OF PAVEMENT, BUILDINGS AND WALL AREAS. APPROVAL OF THE OWNER AND ENGINEER. TEMPORARILY SHUT OFF TO PROVE DOMESTIC CONNECTIONS HAVE BEEN PROPERLY MADE, 3 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 45/166,TMP 45-167 MAGISTERIAL DISTRICT: RIO _ SETBACKS: BUILDING ADJACENT TO PUBLIC STREET R04y30' PARKING ADJACENT TO PUBLIC STREET ROW - 10' BUILDING ADJACENT TO RESIDENTIAL DISTRICT - 50' PARKING ADJACENT TO RESIDENTIAL DISTRICT - 20' A 20' "NO CONSTRUCTION" BUFFER ZONE IS R--'QUIRED 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' Ufi*lity 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) 971.2663 LOCAL CONTACT: WES PARKER LOCAL CONTACT: PETE PERKINS 4. BFI (TRASH) 2. DOMINION VIRGINIA POWER (ELECTRIC) 1831 AVON STREET EXTENDED 171.9 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 Special Permit conditions (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. f;r 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 Abbrevations EXISTING PROPOSED ITEM OHE 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 LlNf` RCP RCP REINFORCED CONCRETE PIP t �. FHA FHA FIRE HYDRANT ASSEMBLY a TC TO TOP OF CURB`' Be BC BOTTOM OF CURB LP LP LOW POINT D/ DI CO CO DROP INLET CLEAN OUT �' g I/VV WV WATER VALVE `--' } )ID 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 618,01. 3. BO,U.IVDARY 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 S.F. 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) Approvals DEPARTMENT 0; PLANNING AND COMMUNITY DEVELOPMENT ------��✓ � � /, ) /Z Ar e'er -T DEPARTMENT OF ENGINEERING t DEPARTMENT OF ZONING FIRE OFFICER �0 ALBEMARLE COUNTY SERVICE AUTHORITY DEPARTMENT OF BUILDING CODE ;�-1�ID 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' Sheet No.: Vz-/O �r Of: 17 Conservation Plan Checklist (HANDBOOK, PP 111-284-11111.297 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. 6. 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 WO 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. 10. 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. 11. 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. 113. DAMAGED TREES: . DAMAGED TREES SHALL BE TREATED IMMEDIATELY BY PRUNING, FERTILIZATION OR OTHER METHODS RECOMMENDED BY A TREE SPECIALIST. 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CONTRACTOR TO COORDINATE ALL UTILITY LINE ADJUSTMENTS WITH SERVICE 1� , ", /??L. NG SETBAC,��:.-� �e,, "'. , / , , ,!, �-�,,�� , I _/ I 1.11, �1_ .1 ; . 11 I I. I , / - z­�,?( � / I'll, HEDGE PROVIDERS. ./' - __._z , , � - ,<) , ""', / ,;<, ", , k, 3- /0' NQR WA Y , I , I .... ; I � /TBS 1, 1­,�,'­�--­` - 77,,��4�­'­ -I �(l REMOVE ALL OF ASPHALT 1. /,4 __,� N�� /', 6. CONTRACTOR TO COORDINATE ALL WORK WITHIN ROAD RIGHTS -OF -WAY WITH ,X�.,�? �_ I "I � _­ SPRUCE- / I'll "I ..... . 11 �" -, , , DRIVEWAY EXCEPT 4' WIDE . ... It, I I '/ �,; 1"'_A, ,_,.�,­ " � � �� % NON -HATCHED AREA. SEE �_, . "'. ".. � I 1� '1� I I V ­_x, VDOT, , 11 / TBS . / QP,p A-kjx- -,Z�­�,,,�, 1, , I'll ..... . , 1� . - I 2 I-" . " I I _Ir LAYOUT PLAN, SHEET 4, � - /8' WHITE / �"7­­� ��, :-,e, � 1��, � 2 // l`1/--;`/`- �qR-iVff.'%'1­11111�'� .1 - � i$ FOR DETAILS 7. LANDSCAPE CONTRACTOR TO COORDINATE ALL ON -SITE TRANSPLANTINGS 111� 1 "_� I" ,x"", ,,,., ,e, y - �� - , ", , ,­, I \,, ',,�, 11 -�, 0' 11"e", , ­ ;,"'e"i � X> , (EX. T6) AND TO BE SAVED AREAS WITH LANDSCAPE ARCHITECT PRIOR TO I , I -,i- Z, 1s, \,11 /I, �11, � ­1 lu" , , -/,,/,. 1, I , Y�l 11 ", ­7 - � __ I I . 11 .. - - - (5�E'7v,eA,�� -) (/)\ 11 .? � " . lr� 11 . / , � -P " 'Id" * - - � It _1 fill - -, -, -X11. I I ,.,,:, � W. , ­1 Y ��`e ,:, ,, - 7'.'-N, �', , 11 ; 7/01V , � CONSTRUCTION. CONTRACTOR TO REFER TO LANDSCAPE PLAN FOR SPECIFIC - 0,> -41) - " � - ,­ -1 . S.�: - 1, 1�- "", ­�_ - ,k,(' I '. ", . I.. ;%-111,% -, I ,_ i�",_Y`-/, ,"7___/, , � . LOCATIONS OF ALL TRANSPLANTED MATERIAL. - , /', ­�/, , ---- - , _ � '­",'�, "\'­./".1_1 /, " " - _� � I �._ , 'e,r,�\ ,' I it i,.� �-, I ..... q.,U,i��2n,, ,,..�� , 1�� 4 � I I �, "­- 1, �/ . , , "-", '.,, ",_)-, I.,. , . 1, , >,� >4, /. ,,. X ,,, * J\ , /� .. " % ­-_­­,� . , , 11 I ", "', __ I - , . " I V;: - , ,; I ,�­r, _____4 1 - , _*t - X� -( ..,- .. ­­�;?­", Ir',� E_::� - __ - - - _________4 " I - ., " , �" � It 8. ALL PLANTING BEDS TO BE SAVED IN EXISTING LOCATIONS WHERE POSSIBLE. .1-1-1- 2�-Z_�_77��t Xz , .,�� I - - . " � 7, - ",4 - ­- I , �,_, - ­­4411" %.1 I I 1� I .. - "'r , I - - ­ ___t__z - - - _� � � z � � �� - - `��? __ I I _Q, 7 . I I) - I _N � - - , � . I - . * : ... ,,, ... /�L " N llcp- �,`�� Z3 :�_ - - - + __ , �.. i I, 4� , . ;PED. , " � 1, __ 1-1 - ­ ,� D.I-21188� ___7 ------ Z_X�z .... I 1; " I , � I � � � , .�yl-r - - - - - + I - � � " .� K �; , I - ,�,, - - - __ .- ,�, I -1 .7 'ell, 11 , ­ 11 , ,�, . ,�? I TOPI � 550.8 .,�, ", / -------- .4 - , " - *� - - - - - - _-_:::_"--_-:�---�-_t-�=_; = ­ ­ - " R, z - - - 11-:16 FLOW z 5505 ltl.:� D.Z-3A / _;_-�:_�e � - I.' - ' � I TOP = 547.05 --+---- - _ , I - ;,3 Jiwl � 542.7 ,,,,, / CG- /0 - - ,,r,,�z,�,-� / , I I � ­ ') , , F �, , ,�� I , IN V IN = 539,55 �TO BE REA40 VEDJ / ` ' �4;;�,? . t , '��...., " ,, ,�. L . POWER . . / / , ;, _, 42"11 / � TO REMA INJ I TBR / I Rt i I , � IPERMANENT EAf,MENT I I I '.. , / I f- 13' VA PINE / 4; � / VOOT PLANS ,6'-�'.- �' / 1 I , �; B M. PK NA 1. � I / 0631-002-185-� -,- Of IN POLE / I P111 , � . 1.90 / / ­ EL E I � .,m� !_tll;�' 1 7 / , / �'r V, � ;52.14 .1 "ZI . , 11 I � / I'll . I �, / / . 1U . - _12—, . 11 � �,l __ - __L___ - / �1 11��. , ____ _ CONTRACTOR TO SET / ` , I I �. - � " ,Q` ,,X� - " r,.y / ' 311, 1­1$ N­EW-.RE-RMANEN_TBENCHMARK / I -�; �:,��v` / , - ._1 ". r*A�` _'11 " "'., PRIOR TO REQUEST1fl­G-----__ / . / ------ � - - , , . -, 1� I , , I � 11 �. 2,.,� / D.�MOLITION OF UTILITY POLE ", 1�' - . / � i., 11" � I-, / 1, 11 " !!,. , � / E�Y SERVICE PROVIDER / , , , " .1 / � , �� I �, 11 ­ / / / . , 4, �ly I / ", �, I ,, / , I�V / / �.� ,,,.,(, ..�.. 1�1 � I I / 1�� ,I �_ I �' / / / 1,11� � �` I / - - I V s / / 1��) . W; ­4�,;,* / I ... �'.,'; �, I / ,r) ��_ I / ,, t','> "I / �111V -.01 / / I/ �'k" .., / :!� .", 1, i / I �t r. / I . � , , I / t ... I . - - - j / = Z,�,­' �� I f EN17RA NCE TO / . __ , 1, . = z = = = = ;� I, = = = = = , .1 I, P �11��2_ Z = = = = = Z = = z = = == = = -�,_ / / - I - - `-= = z , - - ,. I I I., �', I. - - I - - / 11,11,11., / It 1'1� "'BERKMAR CIRCLE / / / '.11, 1_- r I 1, ,,,, - �.� I � . �11 11' _________!z11% X � / .� __,�/ ,__�­1�=z_:�: ,t\ , I It ,�6' _ " \ 1 / TBS= TO BE SAVED TBM= TO BE MOVED TBR= TO BE REMOVED 11 - . i- ____ i : I i ! I THIS SHEET TO BE USED FOR ! I ' I DEMOLITION PURPOSES ONLY I i L______ ______ ____ -1 Scale 1"=20' Contour Intervalz2' 0 20 40 80 oliiiiiiiiii9l r 1 4 ZA WKEE CARSON CONSULTING ENGINEERS LANDSCAPE ARCH ITECTS LAND PLANNERS 301 East H�h Street Charlottesville, VA 22902 434-979-7522 www.mckeecar.on.com I IMcKee Carson and Field Sport Concepts, Ltd. reserves its common law copyright and other property rights in those drawings. All ideas, designs, sections, details, and plans are the property of McKee Cason and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport - - Concepts, Ltd. _­ - I 1. .:_, I.- - � , ,z­ , - �.' ­ ­ - .1. A . � I - ___ - I .- I . I . . . . 1. .1 .. � � j161", . I I . I - .. 9 5M � 1, ­41 - ;_- I 17� - - - 'A� � I ,,,I-;- ,� W� . , , ,,�j � ,4 . �A- .%A , ` *-F ­51 Al'... 't. � . ; - , , ;�7;�. , :. �� I f t� 1-1 I , , , ft r1li, . 1­1 )­­ 15'rilB.N.0 R..- 1q_ I 1! 0 _'11 ­­ I'll 111;P1 � "' .. �,, - ,1�1 ,,,, ?��`N -, .. ; I 11 - - I , ill, I'�;"Ii;7"3i.VLIINTIF,[GATE.-�N'6',�' - ." . , ... . . I �.X,V. I I .: -e - r1.1 I 1111� � -- . I 1. ,;,,11`111,41� - P)V"q,. - � * � . " 'I*"-,- - -7 , _­ __ 11011 I ". / U .1 � TV 'i", , F , . , M_t­ %.F��8 , --?,� R "" , , .. % - 6 , lt,io� " . . ..-�-r, - . L_ � ,-� _�� 1..� P.-I �4 0 �4 1--f F__q �_­( f-.000 li_" 1.-� <� ILVJ ,_1 r") . � �>� P., .5 itz 44 W U ;.-I .r-q >� -) �- It-lit­iI P.T lit'lliI , >­. 4-J 0 12) �4 I:,4 C) 0 U ,� Cn F_q �.� Q) ,.� clz� �4 (:) 4il ,� (1) �-­f F---q F...j P-1.100 I'lliti6iiii! ;2 -!e, P-4 �� _t!� �4 = C) U U 4 F ... 11 (f) �� X �� — 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 VDOT COMMENTS Sheet No.: Sgt,41- 211.,/,* �:r Of: __ 17 _j I Parking Statistics DESIGNATED USE REQUIRED SPACES PROVIDED SPACES EXISTING RESIDENCE 2 2 TOTAL PARKING 66 64 � 2 PARKING 8P8CEG IN THE UPPER LOT ARE SHARED BY THE OFFICE AND RESIDENTIAL USES ON SITE. SEE NOTE 2 �=^+� 100 '-'- ' ------------ -''- /�n. ' ~u� --^ / `76 SECTIONS WITH 10, wN gliy / CONC. DUMPSTER PAD CO AND WALL ENCLOSURE EASEMENT, TYP. PIRIVAC FENCE; CV/ �MNrlll GQ co Arc 1� HANDRAIL 0 IC co WALL; TYP. UNITS HE 444 CO .-� 1660, 5eMJ���� Al PROPOSED 1����n��� 7," BREEZEWAY CONNECTING EX.i THIS DEVELOPMENT CONCEPT PROPOSES THE CONSOLIDATION OF 4 PARCELS ..~~~ESTRUCTURES INTO 3. INCLUDES ADJUSTMENT OF EXISTING PROPERTY LINES, AS SHOWN ON LOCATION OF THIS SHEET, AND THE SHIFT OF EXISTING RESIDENTIAL USE OF BENCH C0MMER0AiLY'Z0NED PROPERTY FROM 2 PARCELS TO A SINGLE TRACT. LOCATION TYP. GAS METER CH |� �� 2� VVA|VERS (SDP-200O'134 APPROVED ON JANUARY 22 2002) HAVE BEEN GRANTED 2' INSIDE . IT «_ /| BY THE ALBEMARLE COUNTY PLANNING 0OKJW|SS|0N ALLOWING FOR BOTH AN «~ ^` AO0ESGVVAY SLOPE IN EXCESS OF 10% AND COOPERATIVE PARKING BETWEEN r PROPOSED RESIDENTIAL AND COMMERCIAL USES. COOPERATIVE PARKING PROPERTY LINE REDUCES THE OFF-STREET PARKING REQUIREMENT FROM 66 SPACES' TO IS BASICALLY 64 SPACES. PARALLEL TO . ' ] 3� ALIGNMENT OF MAINA(}CEGSVVAY IS PARALLEL TO SIDE OF LARGER EXISTINGHOUSE EDGE 5E, - ` ' RESIDENCE. ALL BUILDINGS EXCEPT SMALLER EXISTING RESIDENCE ARE PARALLEL CURBING AND SIDEWA TO ONE ANOTHER. 12 � `` 4. A MULTIPLICATION FACTOR OF 0 8 IS USED TO CONVERT GROSS SQUARE - � ^ � FOOTAGE TO NET SQUARE FOOTAGE FOR THE PURPOSE OF OFFICE PARKING , _ �� � CALCULATIONS. � 5. RECREATIONAL AMENITIES, SUCH AS A PICNIC TABLE, GRILL, AND/OR BENCHES PARKING SPACES GENERAL LOCATION2 EMPLOYEE . -, � SHALL BE PROVIDED IN THE SOUTHWESTERN PORTION OF THE PROPERTY. THESE /� TABLE xmu ° \ It � AMENITIES SHALL BE INSTALLED WITH THE CONSTRUCTION OF THE TOWNHOUSES. \ " � ^-PRESERVED PORTION " c/±AC/\- OF EXIST. DRIVEWAY O. HVA0 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, ^ ..~~~ ==^ LANE TYP. STANDARD -INSIDE C.ORNER OF PAR'K'IN6-*-'-- COMMERCIAL HANDICAP RAMPS LOT TO 1414 EN TRA NCE TO THIS SHEET TO BE USED FOR LAYOUT PURPOSES ONLY Scale �=20' 0 20 40 80 %����[�� �� �`��^��~^[�L- �.�-\����\^�K�� CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301E H Street Charlottesville, VA22802 |� 434'979-7622 |� *nw.muk000amoo.cnm McKee Carson and Field Sport Concepts, Ltd. reserves its common law copyright and other property rights mthese drawings. All ideas, designs, ammom'details, and plans are the property mMcKee Carson and Field Sport Concepts, Ltd. These plans are not mbo reproduced, changed, v,copied many form v,manner whatsoever, nor are they muo assigned wany third party without first obtaining the express permission and consent ofeither McKee Carson urField Sport Concepts, Ltd. Date: 07/24/02 Project No.: 9923 Designed: AGF Checked: MEK I I Sheet No.: I . �p ' t / , � j f r / ` ` r i ti 1 \ 1 J 1 I i I / / / // / NOTE: THE BIO-FILTER IS NOT TO I I i !' I J Ir /it #I ! ( t ( / / 11 BE INSTALLED UNTIL THE SITE IS I I , r rlilliu.( J I ® / / /+ ADEQUATELY STABILIZED ACCORDING I t ' ! I ( I / -i TO WATER RESOURCES PERSONNEL J` \ \ ,� ! if I 1 ii . 1 )( ,I ( I // // / / ,�/ / (434) 296-5861 BOTTOM OF POND I \t t / I (/ iI f I J / I ! f f% EL. 519.00 CLEANOUT WITH I / ; `� 1 t� t i j / I r /` / / �' TIE INTO EXISTING ;D,I. TOP OF BERM SOIL MIX TO BE STABILIZED WITH WATERTIGHT CAP i �` ( -t_ I ,'f il ! 1 / I J I J l / I I / / EL. 523.00 I 1/ I f j 47.75 + 547 50.•, l 7 / / / / i / / REPAIR PAVEMENT. SOD ALONG WITH TREES AND/OR t ! �J it I i / + ' 2;1 f ,�,�' // 20'/SAN, SEWEI / //, "° / STDRII/1 MH SAW -CUTTING ED ES SHRUBS LISTED ON PLAN ' I o? i T-•• / 5A0 EASEMENT-�� /11P5�` / j� TING t „I� // I I I <a1 I t r �8. 150D pp. 245 (PLA J '`'� / =' j/ 8 P�52�.75515.7 PAVDEMEN� TOR ATCH -•ram i ( /� ,€ / / ��� i - l - :� r { // f l I / I ! i r / r / I / / \ ,s;!�`"' 4 /NV, OUT = 5M.9 EXiST. SECTION { I I i I I 1 J ! f / 537,50 r' / / , / �' .- ` /�, _T, 'Ii I I ' / I I / l + l / /' / i E"X. ; eri_..�, � \ '! sue' ��,�, ,a DI-3B, L = 12' l \��\��\���% I I I i, _--, I / t 1 d / f f f / ,� / I J • I y cG-s \ .tea _, // 9c�-,.-:`_ TOP = 522,1 /I H, / / / ' ,` ; / 1/: � / "--` `-' f• ._ � INV, = 512.4 o ) 1 I J 1I . f I / I /l / // Il l l /� ' f :` ,' S27.5+/- --. !;� q�3oj / �`�j- f -/I �. i °� ` `� I I / f l l / / / f l � f 1 y4._ EX. 1 - u� //! , Oc 4„ */ 1, f fM �� SAN. i '\, I / I 1 ✓ tl // { i I i / I l l I ! ff J r I 1 / / `t �0\!<�� li/�g 'I.1rir4,T4 q9 *I'OC q�j, ff �� r �- MANHOLE 1 / 1 Y l 7%3 C L t i D•.< ,`S / 1 crq /'V S?lI--�`' I ? ( r f T SAN. rMH. VDOT ST � , SF F q / t f' ` - 6 1 I J / / I 1 lr / 1 i f / / f TOP= 5U3, 24 3 i�E f Y /� ' / Q / , t /Lj�� /(/Q, j 4 [ d ( I 1 YAQQD / / s° / x a u N, , r 3tf f111 CG-12 / ' T f � � �� 1 / ! 'I' yi 5. rx -r:•r o i Q ! '•'-..._ rJ',: sr vF;Y `'^^ti I I-�-.._7`_. r , t `v / % DRAIN f / / / / /NV.=5A9.04 ;7 t 1 � J { 528.0+/- / R , , 1 1 / I 1 / SEE SHEET 5 Pr' }'h�`'a'�'4 ��S VI ,?'•' EX. HANDICAP Q�/ ' Iti REPLACE' / v �r �`-� // E d b 1, 1 '� ``/ ! "`+•. •_•J NYLOPLAST 24„ I ( �\ I� I / J Rlfyl 5a�.5o! I I I ( r Y 3 ;r t ry, `t1, s r /'s, 1 ' i' ? RAMP 3 P, / / SECTION OF f- :�,.`` _, ` �/� INLINE DRAINS W/ 1 ( O a f ;' & s ,.Y ,',< ;f .H j'�`{ t �C, r E s': , I I ! / a r k )\ �' E // 48" RCP, RISER f 1 t '; ', �D.. > I r t I i I / I �:! IZ d f ! f / 1 a / ?s G r TRENC I �, CG-6 JOINT a 12" HDPE fo 2,0% MIN, \Y,, r {? r 4 t� . t I; -- -- - , WITH DI-' t I (�/\ /• , i F>tr r .5 J t; dY . 1� f q C' j' 'Y{ 1-`-.,' Ii. f I `I I ( I Q V �{ t I i r r, ,'" � 1J� , 1 f :,�t ;. ." DRAIN /, 1 TO JOINT I _ Ilj TYP. SEE DETAIL i - J", I l�'Q f ;' = r z;f,.r�t< f s t } .:t' .,, 1 0,/ GRATE , A /� t� f i i \? r `� ...� F I `/ I ? J OI J r ,. ;, s, Y / , z(, �t , „• x /. �� / 15' GAS s / `r' ' '-._w `; �! 4C I 1 ) ,'� 1 J l r S.. v . r E /, . s / ,kh.; \ j� / r: 'S - f C ?1 /� { I /l I mQJ / I i i r, 'vr' � .te3'': �t'i�/�^r 4'r- J �.: �1 ;; t 527,5+/- u\n/`,! Y, tt'ts_ T� r /,.,.. 13 11 `., ��t J lv ee 537.90 ,J'' ,:a' ` ( a, D, . EASEMENT FOR # 1 sat,rF �' f ` TI i . i t d % i i � , _53 I, w', C fx i EX, f,•/ /l �--•_ �/ �V i\ l i i f l �n' h5 f 53r ) I r -- ) 50 / -_ i ( t r I f + > 'r aJ sr i3 E k.! K 3a , ! / { Ell4 - - -- 1 t f I ? I%A-- X 4 Fi J t'� ` @/ / 4 „ P, E• GA SL INE ff (a / �� "� l l - I I t I I f t t �'1 �:i I J Jt7�, c}{i t �3't u j� 2 irf q.J Yl s F' T ;t t- ` // 4 &�..�, • _V C.7- 6 ��•..`_•. a lT\'/ _ i r L r, ,, , �f l �K, ) Q / REPLACE 1 / - ` --- "' 1 ( J I r 1 I f i J ) �.'� k. t{ l `a' ; �z frr./k": f i i V COMMERCIAL -j' _ -y_ - __ -- �?/ ` ` •• ^"' t C. ' r/a %'�'i^^v 3GS,J fu '-J' ar S. F ,�. r ..,[,-..t'.r Ij. x�h.,:n nk�, rci' i7?�Y/a�,S.y�>.r rU, / I u.. / ;FF I'll/r�` ENTRANCE WITH C 6( J} - 1 /` 1. YY" ,/ 3�+. // 1 1 F / I I rr.,:b. »�-vs. '`3{'" ;ctYt. �',c. ? r:'` tit. 3'< ,.s_r t.. \ \, / / /V, 48 RCP RISER 1 1 I i I i I.; ,, - wrs f / , ti r, J ® { MATCH EXISTING /Jj f /� _- } '3:.41• F ytJ h, r' 1,. fl,/. , !`'.f \ ✓tit i'r- r'3: F 1 1 ! / I / , �h'.. I ir, I J I I ? I s r i:fs /, =t<,l - `•s,;r- WITH DI-7 TOP \,' !/ ! I I nw>.. t r ,Y, ;,r, ® �- 5 __. ( 1 , J;:, f,3'r t ,t art t ,1 f r, GR ADE 2 ® N J 1, q, c f7 t , d .J,, n v y' 3 /j�- ) j f .rd',.1,. )i3t; ,.1 1 .,+' ,- ih: .:[. 'ft {: / /7 /S' . `.a.[ Y: ® f� i J P Yw ft:. L:� i 1 4F.J .t% rJ. 9}i Ir If t� ! -'°q� „_ ! J j J / t / /® TOP 520 70 ? ._ € T / -� J J .1'� ..?,r �.^. ( , t h 24Y • 4f'.:, {rl •li' ,A• i %`^. ./ f ..,,,,,. \. / 7 <i 'Y<- n',. f5 T Y vYf t 1,_ i V i ,•^• (`,, RD s:: I -_1 -f J YA f r7 . r S:; u5t . . L ,C k)1 YI {' i' 1 / , ✓, �'ti {% I t 536.82 I, s r .. , I F /,,, l I J DRAIN J a: U o ) /` 4 - TOP 0 BERM (523.00) s t h , / , J f J E a fp # 4r 9 I ; ( RIM 54 .00 J ( ; � 0 .3 -- -, F. , f 4.- - �; is r >. 1 . kt�s t i . - ��.,'. # __.. -• -.� --•-- OUTLET _ +, %.`:..- / J I f j ? t I - fi 1 /4 s 1 z3 r 3� vh3 r` \ .y /. y \ % -, I f 1 J I 'sr` € ; / x fLt, ,� I t / �1 R CTURE / �� 1 / J , t I I ,.,3 ,s rrt tr rar ,r f , t� /, r n�� 519„00 \ f SAN; M.H,> k i J I I ® I f 1,ynr z tr l x9., - 0/ / ELEV:,421,00 TO1=520.50 �� ft Y. Y Y BOTTOM l f t` r ! i ( /{ I + r xr , ` . < r x'' ` �/ ` r �` i; I t i' 3 Yµ. trnYY „Y ,3� 6` z� + WATER QUALITY tf INV=509.70 / ? ) '.; sz 5 t a c f %, t^2S , > , . fr5 kF , , ,,` \ \ _... OF POND J ; I YA�tD Y F r 534'6 ` _ '' -._ ' �~ n F ` / �ONTRICiL-,AREA J j + 547.00 r, :,r a F r, Y tp '^r to E5' r r /1 ti r DRAIN / N t!] } f f,ar ts tr t ; I \ 519.00 / I l ! I 547.50 > I x , t, t / 1- %-�/- % 1 -� k ,_/ _� y , y . tf� t . : ft1, f' ' J _,t l ;F; J �. . BIOFILTER .. 1. i r / RIM 536.75 r a/, u n �<: F 4r , t ( ) \ N / t / / / / 1 s r.. r rt .f {..t...r<; 1'r ti., nP .s:7': - �- / ! YARD 1 J I I �t.F,;,- a5 4�,,., rs , , r rt�x{ �v o I J 3 , f �, f f + r..lr', r ) r'. , ,.,, '., .Jt3\. ,L , vs 3' ryk.�. .r f / nr ,> . xr / I 7 s k \ \ M ` , r �t 3 =�-�-, ,,> '�y:• /, s� � CLASS Al D R A I N � J ( r ( /1 � .� r �. :� � r�. / � �.5.: r94, �-- 3 ;, f �, �[�., � �,.5�., �} �T � . 6,3 F .- e � h / \ \ i I 1 J L = r yt.w. Yir. ^-JAR-r3�.^,L ,,.. sEg..�._ , ,E s:..'G /: �. Q `r• \ fl-� / f 3 3;'.` 1 'rk N `.Y.- Z 1YJ ,,.:f {, 3 t,ng,w, ,. -a+ r : S1i. r ( -JS 73 f Yl . f 1 , r : ;. i;. RIM 549,7 ! , : � rcl „ M . x r,', x D. : •C4 Ok ET, __ _ r P 1 , �Cj, / i - ! :jJxr fj RIP RAP "f ( t ;4t ,, .,,Il ., ,4,L.)., i;.,) �^..riJ J\ a.!•: •1-.,_ ,..A .3 / / J L'.. } .a. r t -. ._ f f f / R' 7 .') . \ FT -r' ' d .� I 1 : + i)Ea. C xT t..n s::d ': r .:i. ! ,.>rdi S fi. �'�. l (r _ ! r,, 4-, r,. x, .xi:•. i•' _:} k :.( '.G :' 4 L... �f' ��(}{ F1 f. J ( 1. r �' 1 R ,. 5" �r Y'i -1� w.,* f �\ 1 O O o 2 r i.. rr r a. r. � a / ,r.:. "nil., r \ i 0 516.00 i r TW 550• h _J �, ; r ' L /. THICK r, ° t a..' 1, r.. • sr b of (': _.?�•x,. .3.v. s. .,,(t rfi 1' ."r',. ,rst..,. ,';r;rcr: r<., r SJ'.si',,;r. v T I :f 5 1 Y 1. 'k -f. „t(,'ri'e' i._ 7 ;•:1.. S i "C't J t- i P C '\ I °v Q it �' I f f I 9 t S^ t, r %. r -i- l%�'•Es 1._ , t ;ti .� £ ,4. ° ? I J D -t c i ,J .t. _ -�. {mot j l ! ,.� k. r , . k lY 1 e. c. °cb �. /, BW 54 .50 f , ,�, \! a ,:z s 0 r Nk,J< • x /,Y; O - /L7. 0'•.: `- x E ,�+:.`1; 1 1-:fi ,t no,'.. E -.r.. .z r r2,.. bC.Y.�a y+ 1 f XS j f yu t V /. `\ ? I .o`, Ert<tc: tul' tf'" 'k'G. ?'.,u <::{,fr>". 'f? .£ z' '�. ^,-z? ;Jh.F „fr. Y'Y. ..ry. et. ..i, t :d..A t}.: S. rry;, 4 y' l ,4�:,.^ 1, ). :f:}Sk.s,ro, k UNDERDRAIN GRAVEL / r:. 1'e:.. / h. .isk? r v• ,,,{. t.. ,cY Fs {� r a r ''r . z. , S r I t ., 5, s 6 aS, / c .z , 515.00 TOP OF WALIL t / , ; I ,I tL ; w\ �, "� 6 f ,�. 4a tt .r'' 2, / I �, 1, , f J. r t J _ ,. T 4 AASiHTO M43 1/2 -1) r --- J :%:.x 5..9! L. ( _. i r 537..15 ..... ,,,. , ! .r< t , E i � >•. ,0 ,. r � r E.t ♦<t � a� ::a,-r. :[, r ELEV. 550.50 G wh REMOVE SILT AND SEDIMENT r h s h , _ 1 . .? t c' v: !{`8 r: r a. rrr 7s- ,r { t'., z-, l' .,L�. .Y :�Sk S S. 3 'vr t g I I .rt't ,y,-,., z .ice J 1 z - r x- .:'t �'/'. .r.; , r- I 1 i ,rx,_. .7�� n ,.. . ENERGY ,.1 I . J WRAPPED IN FILTER .�-, .� �- !� WR a � F .�r , _ �,. f b '�'., •. r, zt�.. rc.. U 1 F 5+ t ', ,i NTINO S 1 t :,- t J !_ d 1,`m h t d (�y .�x� 3 .f / DISSIPATER UNDERDRAIN LAYER -•,. <._ - .. \ / ft SS E BELOW N E / ,�.., 0 # 37. tA \ t � U .,L.,. ��{{'' � f �r r - ..a. r �i '�n:s� x t '-.2t r, u F I ?, r I i C ,�-. , 0 MAX. E 1 1 .. u ><. , ... ,.. � , , , , , -., .� ,� , t-,,,� , �;rr � , ,>,,._ } ., .;�.,. r". ,, r FABRIC 2 / 1 r R 2, - i F �.r.r,t r, �._. , r h r'' . \ 1 -LL r i r u w. t t w--xx""'?!S'.�. -_" .J: ss ,C- s: 2- t - .,.c,, I� ..�'ar . i� >'v , F,' : t ,/ I ( r 7..:, SEEDETAIL : AFTER FINAL STABILIZATION. / t 4 -` i ;•=�-r 1, :��: -ors 1 m,_ :,� . ,�: - �. t� :.,x_,z-� , ,� 1 ' f f ! � :t� „ ./ `�'`� �,f•'�-c rr :. ,.-:F� '- �.,v a. '.;� r .�,. .ld` .F .+,•- '� r . ... .:: tl ^,.r:,,...: Y r '•X::. -. ._ ( .. � , .v 2<. xf. ^,,, .k. .. .a ,- :f .� <.. ,. ,; .2 .v. ^�'�} rl,, . `f d n.4 v`.^"",•• dfr...1 r, .?/�i�.;. \, .L . i� r3 { r. �,•- G ,`� ,z s _ i ,-.,..{I ,r , ruJ,:,L i . 1r1 .. r,...,,_ r, .,, s.. .., ....c .s ., 1 ,...J s... - C..i ..., S t ?n. Z rr PROVIDE PIPE ACROSS BACKFILL WITH LOAM OR _ / t.. k 4Y i , . r - d'�+s'r a ..oc l: , .,,, („ . ,.,,..,.. ,.. ,>.: �. r u... s ., .,:.,,,L.,r4 ,,, ,.., n 3 G :r J td «- .:t�.. � � t . t t v a i - „2 s L , j y k J ms/ f n. � �{ .k ti - L �'r J, s .� . 5 'S. 7 ',,.,...,. ,. :r.'.�. ( , ....4.. ... ,'? `.Ur- ., .;. ,.:+'.s'<✓, -`F .r:,"7r?. 1... off, i \ F / 4 7 ENTIRE TEARTH 1L LOW 8.2 wf E �r . E IRE WIDTH H A 2 O.C.0 C. GRANULAR R EA L BE 5 ..,:. .. .< .. ,, .. �. _r � -:.r, .. , , .... I T 0 GR N LA t. !. .r r, t b r r I m 0 AN. SEWER ,2 .r � t. S S W / r t Jr .t, r: ,r,,r,,._ _..xs.,,,,. t s s ! , t„ c 92 , , X„ r! .r:, 1 L: >r . 1 ! 1 4 s a , r, t t.. + , r 5 t! s: r- t rV.r. :?r. S. 7 1 / .t•.y , 4J 1 I I„ S,r '. S 1,+ Y :5 ?il S 1 . :A Y ' 4- 7 WRAPPED IN FILTER FABRIC UNDERDRAIN LAYER, ..... ., .f-�, ,r �>;,, ,,� �>r-, . � ,,,. ..K. ..,,,., :�, a k�' N . 1 K.,.-, r 1ASEMENT ..n. v... .. ,.. :. ..x., t _.f.. , I L .1. .h. t��} sr . t .s / / f ,s< };,t' .a. i,t ,.! .J3..< .,Iz„ � s rJw r' , '� i n r \ f \ �: s � D, B, 1 4 P A T _ , ... 7 .� :,,. , ,. ,. ,. � ,,.,,.n_, �-� 1s. , ^ rr � :a : r� _.. ,.,..... / r f DO 2 5 1 l __ 5 8• 0 t / , .. ;Y ,, .. > ., :r -, . '+: ::�„•,D ... ., . ,�.' 3 n •.G+ �. r? }'. �. . k. Z 1 Yi•,_, >v .. � . t .. 1�. - , . -., <. ; , C& K c•:e--,+. � .,'s...,n pp 1 ♦ +'.r. Ur.n.. ,. rY J/.: F:., . x.._,} >,. lF L - ./ J ,. ti >J �,. r mot,' �y f, . I t �. I �' z. -z -r . .�, 1 I� 0 5 G Y : d � j.. £ � ,� . 1. ��5, f 'kw E. F i.o. ' :i} ki r? 4.l y� t �.. . V .E .At a r . 3.i .l .� \\ (I I ' , ' ?. . N , , .. . 1. .. .. ' „ 3S- , . , . � � .. 1- I k ., ,s. , ,.R s „h'-,,. h .. ..r. .: s,...l �+t.t <z ..t v',.f.r.R... f,.....,,Yi.<.rs r. .'u;: --a 'f :x 3,: n ;5:- I 5 ' ( . S' t, s i ( ! , 't t v . C. � a.� „r f t .G A "- ` [•i 4 .4' SEDIMENT - .> ,. - ., .: .. 1 ... ,. 3; <. .,b- ..Lr -..i ✓' t:L .. , :,. :f:",\v.F, 'l S N BASIN RETROFIT T'® �I� FILTER o0003 I ._ .�.���. �.,J .._ + .-,r . .. : , ,. . , :, � � .,,. 9• f,' .. ,<X. 21 �.F".D ri'. i`-Y'. fir'{/ "F �4 1_ J V 45 4' r �- '� I '\ 5 SECTION 48" RCP RISER _ WiTH DI-7 TOP TOP 520.70 OUTLET BARREL 18" CONCRETE INV. 514.40 -J INV. IN 514.50 CONNECT UNDERDRAIN ' PIPES TO OUTLET STRUCTURE 6" PERFORATED PVC PIPE DO 1% MIN. SLOPE. PERFORATIONS TO BE MINIMUM OF 4 1/4" HOLES 12" O.C. FOR ENTIRE LENGTH OF PIPE IN UNDERDRAIN GRAVEL. SOIL MIX MUST BE LUCK BIO-FILTER MIX OR TESTED AND APPROVED EQUIVALENT, SUC AS - 60% SAND / 30% TOPSOIL / 20% LEAF MULCH (SAND: 0.02"-0.04", ASTM C33 FINE). FOR MORE INFORMATION CONTACT WATER RESOURCES PERSONNEL (434) 296-5861 -, . / i - s` d .s E, e 3 s k � � t r r Y- r a S ,, t y i � � ©©� r a i i rr } f 'i r }. �*�� rDY N.T.S. I 1 1 k I � r z �P3 tt£3"� > ;a�� i � Js ,:S: r z� ♦ t��t: xSr. ., : C b '�• t r �,`5<� ",�. o { �rF �'� f t � k5l(i yy 1 / JS. ,,� Y. -t .J t fa _. E. ,ik� fl- Pr.. ', . `,g >. f. £ j(( f k f t tf.. ,.ref.. -.>;t •� ..n, .t' ,t.a'fi. -S-a.. .f ..£,t. .e :4.. t I w 7,. .e - 4 � M -# r � r. _r. .�x �` .� 4., ••r. r � Y' ,S I 1 7p ..,tY i . �. i d l z', r ) -zyi,• . d: h',-cs � :� sa _-_ . , 7 , ,::,> .• ': 1.. r . ,� '.v >. --^ -. - .:. ^. . -j � .. A 1 i' '.. "J, ., •l ,.z {.' i `'1-¢ .. �,. ;• r., : 'Z,: / �'."^-..'� Y {, d ,...f.... • .. .::1..; e.r.a: .:,? :n ., .. .-. Yi+. -,,: _. �. >:. 1 J. J.t ,,<7- i;.. :! �...x5 L.J .%5 -.,t. .1 .•L r. 1 .r.� :{-r'J,c. S i '"'w t l Fa - j - .. ;r .r4. _.� .i ,.] r•. >•,�J r� . s.. r z`=.<;, tf , , `j Q y t �t S.rt k ir. t� u J/ _ <r/ 8:7°o a.93 I i • .. �"• .;7>< ,. .,r. +'. yf't. .vs ! s YL/- t <' s EY p:'., Y ::;3'; " f. fi, . :< '} s r',.,.,,,,r. / / J J :rG-t a•. r, % '. y,,:N "�.•- ,.e„ _t r .f.,5.,:.. • % n,,.. 3`]: * ,.., r , d - . ,.:. 5 , .;, '•J' z . < . Q..> E • t i .. ... / r..,! ..Z` u /9.'Mt..: >. / ..... t. > 5i , :t ' !' .., Y :h ££. F6 ,`5'Ma' ) 'f�� �I•� p x, J`. J 1 i 1_ 1 r ;'� S a. n .r , ,,: 4 ,t,. , a<.-rw f .Y .,f / 4 7 n r ro.: a- 1.1 .cns. / ,> r. r.ni.R:,. -+as ` d•: t� .. • _ ..!..: ) / ..,... ,... - -.;ero { .-d..,:. :., cY _.. .k : „-t ,.- a.,:.4P: S t t .25. t a:,.. 3 I ,.,a f / r ,. ,. .... ,3 .,... act ;,i. .,. '�x..>,» .. ., }. a '1 .. -ra , x 7� t aJ, s . {, : i": ,.: " `-.,, .. .. v ... .,.,,,C .,. [t y, / / , .. ,:A :,+ 1, .F ., . ,, : ,'l+•.! _. ._ ~- -1,_.. Jn, ir,b }. 1 ) t,( �. 1n'S „}, ! , , f - 7 > ..C... ..: ,' C � 1 � _ .: !�� t 4t.7`. f<. 1 - ), 3 - Y y.{ :cif 'A'a„ '•. , . : • .. v. / j ', :. :.r.= , . /. -,.; :.a.. -'._ � -+`*s• ±.G. r ,�` '� <-_ > �.- .S„ S - r 3 ': .raC :<^`. .f r r�- /.', / . .. � - ' . . �,,;. i ✓ ,fit � , rt .. •,� '_�:r, :. ,{t ;z , t ¢ .,` lr �j r- �'..'•' %ff( 1 .,. , / ..,,, ' :.t , t t ' ,rt; s:. - s • �i r , r t �- ,1.'16 ,: > i' 'D:.. Y .r t 'A3' - :,i J- .x :se.. M`1 }. , ,••t I 9 # ( .-> .. c. a�. r� ,t:. 1,rt [t t 0.t7 'L ti% o TW-550.50 - I:.' �.�.. .:.•• ! 1 -' ,' F'•; -':� ! � `-._. �''�--' x;=� �, � ,f.� �'� .>r t.( ';,; •0 / a ,,,L •/,: ,, fi .� - rG,3. v,L 3:. JJ -,,,-' J ,,.,'<`.' t}-rl".;d• r.:.t,\6 5,>y' ..)ff .,. i .S �� __.. STORM SEWER STRUCTURE SCH.E 7 / ►�i I f // I 4 7 u>:z „'£,`re�fi..' '`\. _ a. frx5,-.< F zr�"r-t yet t �`e.t.ft �%... v o BW-548 50 / `''' 1'• � :• / �' S f1 5 `-� ��� 6r ID TYPE TOP ELEV INVERT IN INVERT OUT PIPE DESCRIPTION A - S 11.00 LF 24" HDPE fad 1.00% A-2 DI-3B; L = 6' S28.81 523.61 523.12 123.00 LF 18" HDPE n 1.47% A-3 MH-1 534.41 530.04 525.43 37.50 LF 15" HDPE a 2.00% A-4 MH-1 537.00 533.98 530.79 50.00 LF 15" HDPE id 5.75% A-5 DI-313; L = 6' 544.83 538.12 536.85 115.00 LF 15" HDPE fail 4.0 i% A-6 DI-7 546.50 -- 542.72 A-4 MH-1 537,00 531,34 530.79 131.50 LF 15" HDPE Da 4.50% B-1 DI-7 646.00 539.46 537.26 24.00 LF 15" HDPE fad 2.00% B-2 DI-7 547.25 540.14 539.94 48.50 LF 15" HDPE .- 4,00% B-3 DI-7 547.50 -- 542.08 A-3 MH-1 534.41 524.53 525.43 53.00 LF 15" HDPE 101 1.00% C-1 DI-3B; L = 6' 533.26 526.16 526.06 ' 15.00 LF 15" HDPE fol 1,00% -- TRENCH DRAIN -- -- 526.31 A-4 MH-1 537.00 531.04 530.79 46.50 LF 15" HDPE oD 1.00% D-1 . DI-7 535.00 -- 1 531.50 EX DI-3B 520.50 513.11 512.40 64.50 LF 18" CLASS III RCP 14.40 1 fill 2.00% ` ,.� �., , . • D 1 1 ©► J .� , 3 -r a r 4 11 . -3 / / , I k 7 : / ! + , y.; �x"5 ;S ! v r rJ :.1 A ""p .. _ 8 s x "' $Yt. r ri� , _,.' iixrle . 2 / -W,, "I :'v'. Q . • �' - ..,�, - _i.._ _ / •'r r \ % I ! :-• ••v ` i kr ? ,j.�r �i' :- ..m'' ? �?��;s z�u'�.. k � °s:.�Y'x ^ ii. �'r,-r<.r ry. y fdt •r_V`-i" / ,'v' f 1 .., y7 iF. { r ._,F' 1l11 `"" a.'•,, ,, > � . ., r ,: "c', .,,, . ..;r .z r K :r :.,tr - 29M. / / / 54 .63 311i7- Y, ,haw _- _ S i 1 {*r w r 3 { } {4 r ' llpf I / T r1li Jav: ,s t' - 1. , -+,• , 2 S :., r,> it 5.'> A. EI',1: b na . j(( I fJ 1 :S.ie ' SS'• s.r d Ss: K. _ ;r` +-_ `�y``L^_-`'1_..`` -?, •: 7S.xF b 1, k �� ..,y 31.s: F 1 . s ! +.f / / / •V•- ` X ,,1 �' �r'r.:oi? yt... 9»�yS'r :.: ^5=. fit' ,F I Pt ,> r4:' , Fr 535,50 f ,: ,/�1f Y!s/ 1 '-`, 1 / ®fin / / / , , �1",e 7 :C•t {t•1.. / .,"„,�14 4� s '+': r - xtt. S t ,_,.t . S ' _ _ I / / 545.17_ k ),_ )j¢ 7 / 4r / Y h ..J' 1aj" F - JtF.t _ Y Q P. z / /I 1� S i v / / J f ! ' S.. * f - - •,g} -. ,q,, .r -ca tr r - ,� ✓ V / /_t .ems `�J O "J S 1 f :.f.•S, `r -• _ 1't1r ,.(^ L•Sy Y' _ _..._ ,_... 4 ! I-/ 'd' /� 1 t}L •r Z'-/i�rr JSr ::r 5 6, r.. ..,' ./ V. t Y] - 1 f / ! f 1 rr, 4c n, [.: t f� y,a t , 4IF? j __ �„ 535.75� -\ - __ �/ `. /-I----- 113{'/ �,F / J / ®yI ~��J r'� 5: r'. :;n.{� ptFi a fr'F : / a ,1• �_ ej __ � / f ,. c v,C / ® / `"�,. ! � '•,,.' 4 JJ, ? '£ Ej,' il•. !'.) '' i -i, r ',:h; ,----- ' 'x��: v , __ ` - / - -- i / ®7 `. �f q 77, , Q���ff ,J 544.85 a '" _ ,_ i _ ! 1 C P; t ,1 [t{ l // ;,\�- i 546.21 �'' ,;`�'-�,{t ��',,, 6r Y.,: 544,3 7, Jj% 1 / / tI A / / / . }a , l / f, Fz�`i "', `J (.F °! / Y� \_ U jY'_ - ( \ 33 ♦ l/ I ;` 547.11 � r , ( / A-5 / i I / / / V' / 3 t S t �' 4 f' f K y ¢tY i - \� 1 % ` 1 f /" .i. I 5 r a, r\ t A I k x�f `® ®w ___ i /1/AFiD t / / ` . /!t{(/yJ�X.. 1 r f/ t/ f � `+/ "? �. J ,r. s. {sY 7 5'' 650.00 " -- t 1 ` • 1 / h YTK Y i / DRAIN,/4 yl , A?* J J� tt�4 z „? r r , j, /EX. , -h _ - - . I- t - �'. - ` 9 / / r / / ti t 1 545Y06 O---._,_, / RIM /5'4 .7 548.7 sr ! F, c, 5 /s t,• - /-,.' �' r I o r 6 4 = srr t.r`+ .:r,5 S Y.;''„�" d+. ': 'I ,I '<(, _s / /$' /' �. ® J . r f r r " t , ,v 3 J , :. F % ,!`d;'Ir } 1='µ ® ;� . '""`•- - i " � , � /' / :I TYP, a '® ,_ ,5� r rix,,,, ,,;Milzz Yl; " w ci O �9. 0 EX. SHED 1 ` Jf.,,� LIMITS OF 20' / / /: / . P f ` f ,� F, t r, J U tt! OF ,'I �. a, X !','* • ; Y'. r Y r_ rG, 5,::.'fl f� r'r . v- � /•� °� !'"%� ,', _�1- r+ t 4 i „NO CONSTRUCTION" '" r� ✓:: _', 546.80 r 'w , tuQ ®� �, BU _. 1 BUFFER. DO NOT / / / E r. . 548,95 8' ECTIOf� OF 4\ t�/ ` / +� STAGS f�kTtl -�~.' _--_p--gi-, �r 4 F��, l(pIN , f / TYP! • _,st x, y ,R ;< a y 5$� G DISTURB. / / PR ACY F NCE - s x , .,.6y t, i,SEC SX - 4�j _ :551.38 �¢ / j/j / t / } f'., /� 1�`r W 2¢?tn ' e 20' DRAINAGE' ' %l z / PAINT SIDIE G COLOR N yfE q ° u{ I- �<. _ - ,- i / / ;:.`a �� / / / ! `/vC-� �x �t - V wsti 551.4'0 AND/OR UTILITY ESMT.� �`'� / / , c 111"111Y�, v�. / O�j 12 � �_ar� C- J D.B. 414 p,323 // � ,/f g / aka 1 t548.03 ~ } u,� {,pis `� , t 1 4 'r l hr/,{ix'q� c °.: 549 0 ��1 � �c ` ; it / 4� I5 2 4 ,65 Y p� `S' tax Y 'zf' t; `; O O S510 1 '` a' / / / 547.80 1 p ttF ctr ,t,+/ J, f , fi� , 4. _ f 1 11 iJ _ + F FY zr z 2Lf,, Fri: r 51 5 � f 4T S51.40\• j I Nf Notes ®tes / / �V( / / / 548.65 � / / , v ,f r 32, / *51. y . 551.00 + ' / / j aT ,/ ' _ , I 551.00 °' • a :. s/ !.:-' • ° K :'")'tis = t£. a J { / j n �4 y '^+.,H,,. ° •.. °° ! Jti :YARD w =" T 1• ALL SPOT ELEVATIONS AT PAVEMENT INDICATED / Qj/rso t� Y 3 t (]{ / t I fC ED ON THE GRADING SHEETS SHALL / r ` ' J 1 / l i� zy... 4 r a,3. F: Y•SR :: C'�FAL f 3. J1 _ �- J -, fi 4 `' l j rr iCj' 1 /DRAIN 5 q _w / o / r\ / / �t vG 1 r �` 1 BE CONSIDERED BOTTOM OF CURB i �� / \C� cy 1 RIM 547, 0 / RA_ItK(N tir / r p �' j r f ✓' \,tt +/// / \ 1 ; I '"•_.�, ,`,;:.., s' - c fir. ,ten,,; a .;.'...."a'•• !� \ (�?. ,`I` '/ p / 11 s Stt �nz4 ,j'`, (QT,`T/YP�'• r _ a •`•:•••.•' `o \ t f C� I 2• GRADING ON CRITICAL SLOPES PER APPROVAL BY ALBEMARLE COUNTY PLANNING ,It"; / �, / / �, r W=550.50 �-6 s - ,r, M - f„ .;, �r ` t�-� !�. COMMISSION (SDP-2000-134 APPROVED ON JANUARY 22, 2002) a r/„Jll<� Ot /' Q� 1 / �l r BW=548.56 z�, �{ f /J, �' :'t STAIRS WITH X __%I ice\ .r/ J J t r 5 7- 6 RISERS :' <r ��- Z I r �, / / V t / w ' CQ , :i , -� i x `` t.. , ` a.. 0 5 5 0.4 0 I t i 'i �, _\ , /�/ qI J; ' r Ir l h t j 1 3. PARKING LOT TRAVELWAY (AN AREA NOT ADJACENT TO PARKING SPACES) ,•/ / / q1 TYP' ` �� x 1 ti f"' o r / i O , , -_ �f G / ' /" {,� I r - 46 / / / I ( r �0 1 i J; GREATER THAN 10% WAS APPROVED BY THE ALBEMARLE COUNTY PLANNING ' f ! (4, / r _ / Ir , , i h I I / / / 1' � % '-'M COMMISSION (SDP-2000-134) ON JANUARY 22, 2002. /irs,yli� t ///r f �)/ > r S � a{ ttp _ , t µ I jI �._,� /, \,I!/'/�t\1ls % \ / t % `, C.,,,,, - i'l �i/ ' ' o }{\ t. T Zt, f r ,rY�--,;;_ , \ 1 j i y , s: F r ___' I , f t/ / I f ,t , �' •`'•,.,_:q••� �f _ L- [j / -(~ _ U //, f I ► / I 1 t t// C +, 4. STORM PIPES SIZED TO CONVEY 10 YEAR STORM EVENT. _ ••� i �.�C j % �.._...-r ..� 0 4i ', o ,ria :.. +: J r . '. .1 r ! - 1 3't z y, .. _ -, i". � ,r , i ~/ ^'•,-�- / / f \-.._�.._CONTRACTO� TO �„ r � t t t, .Y' KEEP GRADING(AND I I 1 / t tl/` �� It I jr,� Yj i' 1� / / i .. ! x , s{''tx > ' 1 t. r t r /,I,t !! CONSULT WITH OWNER "`Q ---. -.. /,. �: OTHER CONSTRUCTION / ► t / I j t - �/ t 5. THIS DEVELOPMENT PROPOSES T PARTICIPATE i %i----L / \ Cgtq ;, "r s. / �. 7 t / i t r / i` S S 0 IN THE COLONIAL AUTO REGIONAL ABO T MAKING MINOR ,. _ r sue. ACTIVITY AWAY FROM t t t t r' ,� VA. POWER ,' / / , : , , t / t, STORM WATER MANAGMENT FACILITY TO MEET STORM WATER DETENTION i GRAD ADJUS1�MENTS �� o'', , ! / �v EX, LARGE OAK TREES., t t, PERMANENT EASEMENT j -,U'r 1� , Gf t o N,r r F Q• / t , t ,'�7 II REQUIREMENTS. VDOT PLANS ( / \ IN FORMER PARE NG o ..� �o a �� �rtt , y, ., ? , A, ; 1 ,t �, /�.� �� 1t i �l� /I I /_ Ir 0631-002-185-050> , I 1 'r-- _� _AREA' R �. f�,' �c� f �.� Y t , i�ll� \. ;� t . / // t ,� It 6. AFTER PRELIMINARY GRADING IS COMPLETE, ANY RETAINING WALLS GREATER THAN `'�- -�`- 1r Qom' r Sq ` \ '/ t S FEET IN HEIGHT SHALL CONFORM TO VDOT STD. RW-3 FOR RETAINING WALLS. 1 _ _; •� .. Ij �' t - , ' >Q \ _ - ._ . 3O" B(rl p/�/G SETBgCK / f f i / �/ I' 1 It s .._.•e..Nte, , i x J y ,. r------_,.______ -_^ � J / I f . a v / 5 / / C / .ire e'�♦e. + '/.,F �; ''-' -� r `I.` \ DRA/NAGc/EASEMENT / J _ _~. _ r'__ / r ( `, 4 , / ;`I %.� 2-E "1 i }',; VDOT PL/INS �,_-� f��/- _ I - i. ,x I, = STAIR S�E`T xv �r ,, ,i. 0.� �� 063i-D0�-185-0501 / /<, �� 7~ �' `,;, - W/ IDENTICAL •� / _____- f ( t'' r}`)- :: ,; : w w : _ _ :w M T - - �, - - _ F% ._, ` - ```'^ ®� ISER HEIGHTS 550 54 ' 1 \� 3 / I ,r �� 'it f - - - t - _ - - - va ` ' VDOT STD. CG-1 T". -•4 >0-wp4R,lC1 _ - T _ ' ;: M 1_.it _ _ - -- - - '_ . - - - -- 3 ,✓. °, x''' - HQI�LDICAP RAMPS , ­/_ tiL,,lu `' .: t.;, T`Q i,,, ;,tom / ` al- - - -' -- - -' - ._ ., .- _ ..._ ,. - _..- ' -- _ � .. _ = = - = = = _.._' - - •` - _... ,. y. _ _ _ ._ ., ,. _ ... _ _ '- .- - - ._ _ _ .....- - _ ._,,,.......-'c ., _ •'rt.., , w --• _. �/�,1,,\ '-i. . \ -, r • ,i .. _.. ._. .-_.11 -.- �,. -'_--- _----., .-.✓.: ..--"-''M .--'-----.---�_ -_- _i ._- _ _ _.. -'-._-.. -.. _. .. _. _ - , - -•--_----• - ".4. ,_t,+ ///f 1\• '/ ail%- to _ _ _ _ / / _.. '3-._ • -- _.. :-�_ =- --- :%'�. - l,Li, 1� - it - - _ _ - --.._/ ---- --- --- - _ ---- ----- -- - ---- ----. ---- -- NEW V DO T ST-D/,_MH _3D - - - - 38' - 15`I . - :PY :: :3 9f = + _. _ _ ._ - - _: _-.� ' -- ---/ '- --- - - - - --- -- j` DROP INLET C,ONSTRUCTE6- --- - -- __-- --� --- MATCH -, __ ___.- --- / - -:• �-,= EXISTING / MAJ_H. / __-, . - -,< / / ON EXISTING,/15" RCP• / -- ' - -- Q / _ a / GRADE / EXISTING'- f ._--'---- - -_-_ -- r - _.._-_ `- -- _ - _ ` = ; I TOP _ 553 t/- I .. ... / _.. - - _ Z:_ --:. -= ,, y r `'4, / // INV. = 546 i /- 3 , / GRADE / / ; - - ., .. _ .}.: �.� <---',� y.-�-w �.-,��� _. _.._.__ . ___....__..- .____ --_- _-_ _ / - / / PE MANEMT F•ASEMENT , /I / /' tR. o. w. VARIES) // 0631-002485- 501 - --- T'-- ------ -•--- --._- __.__ ____ ____ ____ -____ ._ / _ -- -- - - ----- -- ---- --'-- -Z -- --. --- -- ----.------- ----- .--- -- ; ----- --.--. ---.----.._.._ .-_.... --.-- _- - , _ -_ _ - -- - - _ - - -- _ _ ! - - �+" INSTALL V D OT STD. / i - - _ i __r _.__._-- _-- --- SOLID . TOP ON EXISTING A4 / / - - - ___ _._..._ ____ -- -- _ .____ .___.._ .._.....- ___- .__-_ - - - - - _ �' _ - _ _ _..__._..-...---------- _,__ ---- / - _. -- - - - --- -- -- --- __- - --' -- --- _ _ ' - - -- - - DI 2-B- INLET_wA:UD _P A �-; -_ --- -___'_-.........- ..-----_-_...... t _... _ / / OVER. APPLY VDOTi _..___.,._._ ..-.-.._- __ .. _...-...--_..._.__ / ✓ STD. IS-1 INVERT SHAPING. _/=._____ .._...-.._____ "`--- '- '_---- ._._.. / - " -" /"_ __ REPAIR PAVEMENT BY // -- __._- -. __._. ____---_ ____, _ __._._.__y 7- -.- -- --__ _---- .----. SAW --CUTTING. �D-GES-AND- - / / RECONSTRUCTING PAVEMENT -`- -'-- ------ --r-- ---------...___ .__. // ,� TO MATCH r,'' ISTING SECTION. r/ "` ---' '--- 11 _'---- ' .--.--------._..--- --- -'-'- ---- ---- ---- ____ ____ ... ---__ _-- _- ____ ._....------ ___._._ _._._ / T_ ..- -- I THIS SHEET TO BE USED FOR I 1 , 1 ! R IL---------- __________.;_�__ _ _ ... , . ___ w _ Z _; = -- = = - - j Y-- ~'-- - Scale 1"=20' J11 ! 7 // J/� i ,ti f r k �„ \ 0 20 40 \w Contour Interval=2' /9I 1 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. C's I,.� ND p1 . 0 �:) fff� A _<� 9 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 VDOT/ARB COMMENTS Scale: H: I" = 20' C.I. = 2' Date: 07/24/02 Project No.: 9923 Designed: AGF Checked: MEK I l2.0I6a SANITARY SEWER STRUCTURE SCHEDULE TOP INVERT INVERT k 1 D TYPE OUT PIPE DESCRIPTION ELEV IN EX. MH-1 533.24 529.04 529.24 83.40 LF 8" PVC 96 0.67% 537.75 S-1 MH-1 530.00 529,aO 1 14 .7 0 L F 8 P V C 150 T.6 6 % I-2 MH-1 1549 r1r1 I ISA 20' N. S E V f ":, C f STORM MH EAEMENT I ., / I f, 4J TOP z 524.75 DIB, 1500 pp. '24 5 �PL A 719 (C)i /6' INV, IN � 515,7 17 k d , - 24 INV OUT 5f4.9 ........... E'� R K E-�. M�`-TQp 0 �VO16' CONFLI-0,�/ �e -qp Fixtury Count + WITH PROP. CJRB SA N y y y v 7f-38, L -7�12 MANHOLE 10,OOOSF OFFICE BUILDI 8 SINKS NG _OP SA N NOTE: '5221 WV. 2 URINALS 5 12. -d EXIST. WATER M�TERS TOPz,5.i33, 16 6 TOILETS WK -,V8 88 5HALL BE REMQVI PHASE I GRADES TO TIE V- DO M VV Aj OR RELOCATED 4S 2016SF OFFICE BUILDING INTO EXISTING GRADE-!S 4 SINKS -DIRECTED BY THE ACSx. 3 TOILETS x 1 URINAL PHASE LIMITS :3 00 METER SETTERS 15' GA S t1A,5_,LMt1V1 1-UH ANDSCAPING CONVERTED) / EX. RESIDENCE (TO BE 2 SINKS PHASE 1 L 1 TOILET ANp HAKKINU LU I LIMITS EQUALS I SHOWER 4 R 5, GA SL INE) r 4T 0I t -�OVEMENTS IN . .. .. ..... SSW�ED L OOA TIO/V THIS AREA S D IN PHA A " P. E. GA SL INE A PROPOSED UTILITY POLE.--,,, (X5 APARTMENTS) UTILIT, EA,8EMENT E 1 SHOWER -166 V/�RIAql_ VI EX. RESIDENCE 2 SINKS PROPERTY LINE IMP CV 1 TQILET INOLORE N f 'A DTH APARTMENT BUILDING 3 SINKS Eq1VI 56.1 H 2 TOILETS UNDE POINT OF TRANSITION 2 SHOWERS POWEH� f'HVlNJt: 'ANDi e of A DISHWASHER FROM UNDERGROUND TO OVERHEAD SERVICE. CABI F !SFRVICE'T 1 SPIGOT INV.z5O . 9.70 BUILD14G IN SAME _TY i TRENCb; TY. -<A -7 V V PHASE 1 LIMITS A S MIE: N T UTILITY 12 r q.! SAN. SEWER + �W, EASEMENT D, B, 150 0 24 5 IPL A T) W C MI P <y EX, V N 9LE if P PHASE 1 LIMITS EQUALS �J f DwrA-- _LJ PROPERTY LINE f 0 (V 7- yv- 5 V k .71 CO Y v x CO FM LIMITS OF 20' "NQ 61, C PHASE 1 UNDE EWAL BUFFER. DO NOT V LIMITS QUA L S R 9 DISTURB. ...... .... ! PROPERTY LINE V ..... -04oIN 2 0' DRA 11VA GE ANDIOR UTILITY ES`MT. 0 ER UNDERGROUND SERVICE PROVIDER TO PROVIDE AD. r- C: rl rQ&y TO NEW PAD MOUNTED TRANSFORMER. NT X. S H y'- �y EX, HOUSE ote- r f POWER, PHONE AND .. ..... . . y ALL ELECTRICAL CONDUIT FOR DOMINION VIRGINIA POWER AND SPRINT/CENTEL PROPOSED CABLE SERVICE TO WATER BUILDING IN SAME SHALL BE PROVIDED BY SERVICE PROVIDER AND INSTALLED BY CUSTOMER. PHASE 1 SERVICE PROVIDER SHALL PROVIDE PULL WIRES TO CONTRACTOR. SEPARATION LIMITS EQUALS CONTRACTOR SHALL TURN UP AND CAP ALL CONDUITS. VA, POWER MIN 10' ff Co A SEMENIT TRENCH; TYP. PROPERTY LINE PERNA NEN F EA SEMEN T 20' M .......... WATER 2. GAS SERVICE TO BE INSTALLED IF NEEDED BY SERVICE PROVIDER. VDOT PLANS 30' UTILITY ...... ..... A FROM UNDERGROUND 'ESENTS 1-3 METERS ALIGNED 3. GM(A) REPRESENTS 3 METERS OVER 3 METERS POINT OF TRANSITION W EM M 0631- GM(B) REPr CTRIC METERS TYP. OVERHEAD SERVICE N OUSE METER WITH TYPICAL METERS IN THIS LOCATION Y 'lit LEPHONE PEDESTIAL RE 77'. WA Z4 W NE 'SERVICE BOX V 4 NO CHARGES APPLY TO PLACING BURIED SPRINT/CENTEL CABLES. 8 6 T C C -7 W TOP z 558.7 FHA �8.7 W8" WL 'A' DRA INA GE EA SEMEN T SPRINT/CENTEL AND ADELPHIA CABLE SHALL UTILIZE JOINT -USE DITCH PLANS IN V. 5.531. VDOT -11 84' 5 WHEREVER POSSIBLE TO BOTH EXISTING AND PROPOSED BUILDINGS. 6 ....... ALL SLEEVING SHALL BE A MINIMUM OF 4" SCHED. 40 PVC UNLESS OTHERWISE I -RCP 07 2.867o 10631-002-185-050f W 136- D, PHASE 1 NOTED. ­553 TOP LIMITS r MI 7. TIE GAS, ELECTRIC, TELEPHONE AND CABLE LATERALS INTO SERVICE MAINS IN V, 9� i. 6 0 3' MI SEPA OFr-SIT UTILITY COMPANY T 0 INSTALL AT SERVICE EUENSIONS -10 SITE AND ALL ON -SITE PIPE AND CABLE TO ASSOCIATED METERS, PEDESTALS, 15, qCP_ 10, CG- 7 0 r-T ERVICE PANELS, ETC. CONTRA'-- OR TO PROVIDE ALL CONDUIT. TRANSFOIDIA ERS, SE . ...... . ... - --------- ------ CONNECT TO 8"X6" TEE PERmANElyq ��A DJ! 3 CA 0 8. ALL COMMERCIAL BUILDINGS MUST HAVE A BACKFLOW PREVENTION DEVICE INSTALLED. EXISTING SYSTEM FHA VOOT PLANS 541 .05 -185-0501 IN V il� --- --- 599.'6�5- 8 G. V, .... ...... ... . ... .. ....... .. ......... 9. FLOW AT ENTRANCE HYDRANT = 2180GPM. FLOW REQUIRED FOR 10,OOOSF OFF'16E BUILDING = 3000GPM. FLOW REQUIRED FOR 2,016SF OFFICE BUILDING z 1400GPM. R. 0. W VA RIES) FLOW REQUIRED FOR 6,OOOSF APARTMENT BUILDING 1500GPM. ---- -- ----- -- --------- - . ..... .... . . ....... ------ ------ .......... . . ...... . ...... ------ - --------- 7i r. EkTRA NCE T t 7 2" , BERKMAR CIRCkE Scale 1"=20' Contour Interval=2' 2 0 20 40 -4 1 A I'Irl ZY A.J 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 e xpress permission and consent of either McKee Carson ofField. Sport Concepts, Ltd. wn 'K FRI L J 1,�_ ry co C) U al ,5 Revisions: 1. 09/13/02 CO/ACSA COMMENTS 2.10/24/02 CO/ARB COMMENTS 3. 11�13'/02 ENG./ACSA COMMENT. Scale: H: 20' C .1 =2' Date: 7/24/02 Project No.: 9923 D e s i grt e d: A09 , I L-11il I Checked: MFK_ Slicet No.: 2 Of: 17] L_ 20' FROM PROPERTY LINE TO BACK OF EX. IA/ATPP PAqFMFKIT APPROXIMATE LOCATION OF PROPERTY LINE, TYP. T Fil !E03 S 'H' YE F-- 1- 1- 0 BE lul S E D F 0% F F - 211 1 T E IVJT IL 11 T Y I D%a I ,IIDP r,--,'S E S 0i IN L Y Scale 1"=40' 0 40 80 160 WKEE 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/-AJRB,CQWENTS 3.11/13/02 ENG./ACSA CONDAEN' A 0/ LT. I. 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I i i 50 ► I ( i d 550 W _,.:�...�...,._.,........,.. _._.......,..�-- .....,.. .......,,».,.......0 �..{»._�..�. .�» ..�.�.....Y..�,.-�.,_... .....�........�.._.,,..,....�.--...,».W_•..a.,.s,.._..........,..�,.._.._.w .,.�...r�..,,._�..m_ _.�... .._.�...._ ,. - ._._.,-._ .. ��.... _a.......z,_....�..,_,. __--___............,_.._ ...u......_,w..,..w.... .�...w_...,......._.._.._...s. �.�._....,_�,...,..a._.. t._._.M..�....,..__.,_.,.v�,....,...<._.a...u..�,.w..� ._...._.. _ i r i t I MIN. `COVER i I i I I t f ( I 1 I 545= 14 5 g I i ' } CLASS 52 } I i ( ~�'T _ �' i l CONTRACTOR I TO VERIFY I ( i I I 95% COMPACTION OF FILL i t s I 8" DIP WL { i AREAS UNDERi WATERLINE 4 ® MIN. 12' 5 4 0 SEPARATION! } PROPOSED GROUND !i s EXISTING! GROUND i i I I i I/IIN. 18" s f i SEPARATION i MIN. 18" 535 W _ i j d j i ISEPA' ATION 5 Ww » _..: _a _. » _. _ __.._._. _.__M_..._.w.. _»... _..� v �... �.� ..�< M _ ► ._ 13 SEPARATION cn I MIN. 12" 630 v�_:u I.„_ .. i ��._ �. �.. . .,� .�<_.. i I» I i I I I SEPARATION t I I t 530 Y ..,�.... ' � •.M^f.•—.^ ( "'"'( 0 W ¢J �� i i J J I J J ,...I ..� �.....w..... ..�.:..,..._.,....�...,......_,....,._,�.,v..._,.,.....e...,.,._...,.. ...,Y# .�...,,�,....,.....,:.-.,.d._ — ...,.,.,��« � .�..,....,.,...�.,.:.. d .. ..,..,...,.....,�,_.,..., ..�..,,." I o ...��_._. . .� c>n _c>wn c>n- z ozN NI 0¢ ¢ ¢¢ Q i co CLASS 53 zN --- 4.y�..rw _ J J m4" DIP WL 525{ w w wQ w ¢ w z _ �.!Iki! r . 525 U_ w w w z�LLJ �NN O ¢ LL w c[ FL O O O wO , cc CC cc tY cc rr iw Q_ � ¢ ¢ ¢ ¢ ¢ L-O w f_O O O F i— = = Q¢i ¢Y5 ¢ `Q I I - r> L000 ao I !� { co 520 16+00 17+00 18+00 19+00 20+00 21+00 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. t i Revisions: 1. 09/13/02 CO/ACSA COMMENTS ENTS 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 - I I \ , ,,�Q, ,;I " / // I ! / / 11 / I I -- : f I I / c,>/ / / "" -.. W / -_ Ib A ---. ,," / i I t/ ly- I . .1 , � I / . �'___ / 11 . i / VA / / . �;;",,,- \1 i \ --- (I - - Planting of Growth 10 years Multiplier 10 years Canopy of Canopy II I I / I/ , I - �Nf ,; Maple 16 33.14 0.73 24.19 459 , / / ; It 11 I / ,--efl ­ , I. / . /l_­, ---� - " gw I I / / I I ",""', / � �, 1 White Pine 3 32 f // - C-1 ---,--, . " - - +. // I Q I- I I I 1111?� le - STEP 1: DETERMINE TOTAL CANOPY CREDIT FOR SAVED TREES OA Xf \ .�e t't'3�, , ! I / ---_-,---v j tv I \ _, r _t 7 I t ,� / t, ,/",,I , - - see calculations below existing tree section) X 1%) = X SF (Y AC.) ,-% I I ; 6, ,� ,,, o 1-1 / I /W M, / - i " t " I I 1 i I � 7 1 , - �ltpgv, I—— '­­,,­,­. + i \h' 7P -, STEP 3: DETERMINE ADDITIONAL CANOPY REQUIRED FROM NEW PLANTINGS I -1, - I I g,;,J, " I ; -, , ­­ // - �'? , , "" .111"' I I � ­V41114.1 111..d. ,"".", � i _11� i ?n5c ,1\ / / 4 , , ? , PR ,X. � "I" I " STEP 4: DETERMINE IF ADDITIONAL TREE CANOPY IS NECESSARY n_ I 4 '," . gr.v�­ I ",'III,- _,Pil_'.,_ -"'Ni� tg-.yg�, I fr, _ �y � I . / A 10% 'Tree Canopy value was applied to the site based on dwelling units per acre, 1- AS .. . ... zv -site. / J, 2 I/ 11 .1 , ig o " -­ - -_ _ An average 35' height was assumed for the existing trees on ' ­/ YR ". � ,',., " , . _ , Values for the Area of Canopy provided above were taken from the Albemarle Tree I ( ,.-4- -i,..-rll,�ill�,,�V�l,'�,,,,���ll,�,,�..,!.�"-- NNR_,,I.E . / // - - ,'� .4 ,�Ilo t.., �011ZIR , 11 11N. Areas used to determine Open Space Credits have been identified on the plan. I , " , W - * 1',10 , __ , ;�- 6- IG 7-1- _> � T-6 RED MAPLE T-7 CHERRY T-13 WHITE PINE .J . i..1­111- .\­ �. /' I . � /// / - , - , I I,,,,,- �, �"�.,." I" // I. 7.� - _... tl- - . .. / / / I/ '. � \ 11 Vle.,-` � , __ M 1. ll'-�,,��,,,;�,,,,,.,%�..,i%��,'f . /_ __ --- ­ .-- � I A I I t It " __! .I, / ! i . �' 1;1 il ,z E y 0� M 1- . .. . . I - ­ , ; I ­ ''r / ­___ --// 1 7) // / / I iw.), 40� W . . Y' ..,-::: ­,,,�­g, � - i . , Mat, I 7 �Zf�_ �� Z�.__ 7 - ­_ I .1 / / , - / / 1.t .. I / . Uz. 1� )2,11�,,',�-, � ,,, t- ­11,1�, - � --- _> ,�. " P �� /A �11 :;. �,�;t � 0 ",�. - / -:�,-___ ; _,Q�n_ ,� / \ LIMITS ' _=�=" ` � \ r`-�- 1 ' mm11, ^~-�- -����� �=�--- \`�- \ \ ' -~ ^ � \ ~~�C��� \ -~~~'I . I X �^�- \ � � ~ ~` �_ \ _ � � `.``- ` �`� ' ` -� -```'\ \ . -_ '° Wy�� v \ ` �AZ ` '� �r��� �-`� ^u�� __-_ /f 1. iv P������� = .�_ j OO_~/^ , / / / �� � - ` \ ' � n������� wo /. cLcu/munL ^un/nnU I�x� I uounuvmx/� vv//n uvvmvvER ON ISSUES RELATIVE TO METERING FOR COMMON AREA LIGHTING, OVERALL CIRCUITRY FOR EXTERIOR / SITE LIGHTING 8YGTBW AND SPECIFY LOCATIONS FOR ELECTRIC PORTS FROM BUILDING. ���&�������. 'it ! �' :.. ­ llw,,,�r,�,,'��lv,�_�'�!, ., � " - ­` - ­- - - `x ­ i �­ .. 2. FOR LIGHTING SPECIFICS REFER TO PHOTOMETRIC PLAN FOR FURTHER DETAIL. ,| 3. CONTRACTOR TO PROVIDE IRRIGATION INSTALLER AS -BUILT UTILITY PLANS PRIOR TO ("', "'�'� / |RR|G|T|DN SYSTEM INSTALLATION, - ^ EX>QT|NQ TREES � ' � �� »�|,�� PRESERVED14' ja ( / EASE 4. REFER TO LAYOUT SHEETS FOR EXACT LOCATIONS OF ALL POLE MOUNTED LIGHTING �EASE FIXTURES. /^ {i ALL SPECIES SPECIFIED GREATER THAN ONE SHALL BE ORDERED FROM ONE GOUR0E, PR0P0SED TREES ~/ // /' ' �^--�,��.}*� ,, / / �' / 'ill (l CONTACT LANDSCAPE ARCHITECT AT THE TIME 0F PLANT MATERIAL DELIVERY, BEFORE ��~~,~/, __ / | - / / / / / ` \ ANY SUBSTITUTIONS OR CHANGES, �F SCHEDULED TYPES ARE UNAVAILABLE, AND -% / i / / / / \ ` OPEN SPACE FOLLOWING INSTALLATION. ALL PLANT SUBSTITUTIONS SHALL BE APPROVED THE / / ` �~`..~ '` / i | ' | / � (O2� ��) �----'''�--`''' ^''`^^'^ `^' `~�~'''`''"'^"�'^`�^��"'''`"`�" "' '''� � ^ WHI �� ' / | | \ � / \ \ ` ' ` LANDSCAPE ARCHITECT PRIOR TO PLACEMENT 0F ORDERS. CONTRACTOR SHALL SUBMIT / ^( �(SEED) � / ��f( / � \ � � � '� � THESE SUBSTITUTIONS |N VVR|TT!NGi . ^~ � / -----�' \ \ � / / \ \ � OPEN SPACE V�� \ �� ��1.� - 1 7. LANDSCAPE ARCHITECT SHALL INSPECT AND APPROVE ALL PLANT MATERIAL AT TIME OF G i , ­11h 1111� 1�-1 _'8 .-�,'.-�, �. � �, �� � � ��mm / (SEED DIS\ � / / \/\ � v iK Plant List A /\ /\ Nnion Deoo/|pUvn /.11­ ZL DELIVERY AS WELL AS AFTER INITIAL PLACEMENT PRIOR TO PLANTING. �vi"L 8. CONTRACTOR TO VERIFY ALL QUANTITIES BETWEEN PLAN AND PLANT UST AND REPORT __�~ �~�41. ANY DISCREPANCIES TO THE LANDSCAPE ARCHITECT IMMEDIATELY PRIOR TO ORDERING. 11ISTABILIZATION MAT SHALL BE APPLIED TO ALL SLOPES EXCEEDING 31 TREE PLANTING. �__xy SHALL BE OUT |QT0 MATTING OR OTHERWISE PERFORMED |N A MANNER THAT DOES �__ NOT COMPROMISE THE INTEGRITY 0F THE SLOPE. -°�� -_r �f OF PICNIC TABLE/ ­ 11" & PLANT LOCATIONS TO �E REEVALUATED AND REVISED, }F NECESSARY, AFTER FINISHED ��V 7~ 7� OF BENCJ GRADING. � , / - - 10.GRAS8 SEED MIX SHALL BE EITHER REBEL U DR REBEL U| TALL FESCUE BLEND. . . ` . - , ' ` /-( -I'V11. SOD SHALL BE TALL FESCUE BLEND S|k�\LAA TO SEED MIX. -''---''-�--r' - � / ----~~~�~�^~~~~~~~~~~~~~~�f~~~~~~~~-� �~~~~~-~~ ` '--- /+ / 12 MULCH |N PLANTERS AND PLANTING BEDS TO BE DOUBLE SHREDDED OAR HARDWOOD � / / y� _� -r ~�~~~~~~~~~~~�~~7~�-~~~�~- ~�q '' ' ' , ~~~~ _`~~ � ---'--- - ---~--° ' APPLIED TO A 2^ DEPTH. MULCH RINGS 24'|NOHE8 MIN, /N DIAMETER ARE TO BE PLACED EASEk4ENT �'---'-----___---___ ' �T�� ---^� - '' AROUND ALL TREES NOT LOCATED |N PLANTING BEDS, �_-- ___�_.___'__.'__^.� ,_- �~'`=,=x��������������-�.-_-='=- � .� | . � \ // -----'--�-----�-_z�- ==����������Z����''�-- `. 13FDR TREE CANOPY CALCULATIONS SEE TABLE THIS SHEET � �-i8' PL / �_________-_____ -_____�`__-��_ ` . . � / / __-_-_--_ __' / - `` ______--_--__________� // / ------'_-�____ `` 14.0VVNER RESERVE3 THE RIGHT TO SUBS|TUTE GROUND00VER PLANT|NGS� REVISIONS ^�, / -----------'_--__�___1__7_____________ / / -----'--_________�. TO THE GROUNDC()VER ARE SUBJECT TO COUNTY APPROVAL. --,,-,-,.- 15. SEE ADDITIONAL LANDSCAPE NOTES ON SHEET 11. AG Acer griseurn Paperbark Maple 14 1.75-2" 10-12' B&B Straight trunk; branching begins at 2'; balanced head; same source AS Acer saocharum 'Green Mountain' Sugar Maple 2 1.75-2" 10 - 12' B&B Strai,ght trunk: branching begins at 3',- balanced head AS1 Acer saccharurn 'Green Mountain' Sugar Maple 1 3.6-4" 12-14' B&B Straight trunk; branching begins at 3': balanced head CC Carpinus caroliniana American Hornbeam 1 1.75-2" 10 - 12' B&B Straight trunk, branching begins at 2'; balanced head CID Cedrus deodara Deodar Cedar - 2 12-14' B&B Full to ground; straight; dense branching; pyramidal form - HH I Hedra helix English Ivy 3700 1 - FLAT I Dense form; good, healthy color; uniform branching; 18" 0,0. IG Ilex glabra Inkberry 6 3G I Dense form: good, healthy color; uniform branching: 30" O.C. JH Juniperus horizontalis 'Bar Harbor' Juniper 1406 1G Dense form; good, healthy color, uniform branching, 36" O.C. MG lora Southern Magnolia 1 12 -14' B&B Full to ground; straight: dense branchinci; pyramidal form MP Myrica pennsylvanica Bayberry 56 - 24-30" 3G Dense form: good, healthy color: uniform branching; 48" O.C. PA i Picea abies I Norway Spruce 4 1 10-12' B&B I Full to ground; straight; dense .branching; pyramidal form PR Pinus resmosa I Red Pine 3 12-14' B&B - Full to ground: straight; dense branching; pyramidal form PS Pinus strobus White Pine 12 ,,,_,�_12-14' B&B Full to ground: straight: dense branching, pyramidal form PL Prunus laurocerasus 'Otto Luyken' Laurel R30-36" 3G - Dense form; good, healthy color: uniform branc��U; 42" O.C. OP Quercus palustris Pin Oak 4 � 1.75-2" 10 12' B&B Straight trunk; branching begins at 2'; balanced head 9 � 2-2.5" 1�12-14' B&B Straight trunk; branchinq begins at 3'; balanced head: same source ^ 77/L� 77�./v°1Ll VV����/ / --'--'----_ ____�__---- ^ _,_____�__ / 11 / //--�------_.____________ i8.AERAT0N 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. _-_-_______�'___ / / --------__-'_______ 7----___ -______ � ---------------'-/-- _____ / -�^------- `-�-------' iOTHE SQUARE FOOTAGE OF THE PAVED PARKING AND VEHICULAR CIRCULATION AREAS �G / / --------'- / '----- ' . / -'---���-- --__'-___ / ---------__ EQUAL TO 2�82G8F (0.52 AO]. THE REQUIRED INTERIOR LANDSCAPING IS EQUAL TO 1.1313F / / -----------___� (0.03 /\C.). THE INTERIOR LANDSCAPING PROVIDED (INCLUDING 6 LEYLAND CYPRESS, ____ ___~___ ____ / // -T'--- --'--�-__ ______ _ // 10 MAPLES, AND 24 SCHIP LAURELS) IS EQUAL TO 3.000SF <0.07 AC.). --------------f------___-___ / / '--------�11 � / ---------7-___________ / /---- _____ 19.EX|ST(NG OAK TREES SHALL BE AERATED BY A TREE AR8OR|ST PRIOR TO. AND IF � / / ---�--�___.____ ~�/_ // ----~-- NECESSARY DURING OR FOLLOWING, CONSTRUCTION. � ( / / -------___-_� / ==�=,= / --_ == " / __' � -'-'- � =`=====�`=�``�`",�,==�,~=====�`=� '-.'' '-----rz�__� ="=`=`�,=�~=��_�,,= '- ' --�--'__' Scale i^=20' Contour !n�orvu}`2' �- ~ / _-___ ~^ � // / ''''` ~''/ x/7-r�/Y 8//^%�� 7-x~1 / --'-- ��������� ' �'- '` /' ��/�//���/VL^l� / L� / �u�^�_^_�x�' C] \ --'-'+� � �� ��/ �� / \ '� / ������y�/kY��[l �^/FTL�l-L_ _.''�====�"=.°=,=,= I I \ `� +f�� __ T. ===�",",����=, | \ \|` ^° ''- -' \ = 0 20 40 OO 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: � I. 2 �2.| Date: 07/24/02 Project No.: 9923 Checked: MEK �&�.�� ~-_ 2/7-002 ' 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 It183613es 2400 0.72 50.7 REFLECTOR,CLEAR FLUORESCENT, POLYCARBONATE LENS HORIZONTAL POS. & COMPOSITE HOUSING ARCHITECTURAL ONE 70-WATT CLEAR ED- B 9 WFL2 70M CZ 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 POST, MULTI -TAP III 250w MH,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 Maria 1000 0.72 315 LENS; COLOR: BLACK VERTICAL POSITION, Lantern type III (BK) MULTI -TAP BALLAST Refractories SML-1175M GR3- POLE MOUNTED ONE 175-WATT CLEAR ® F 8 PM FIXTURES, OBSURE METAL HALIDE, ISanta Maria 23000 0.72 315 LENS; COLOR: BLACK HORIZONTAL POSITION, Lantern type III (BK) MULTI -TAP BALLAST Refractories Statistics Description Avg Max Min Max/Min Avg/Min Colc 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 4530.2 0.0 2 D 2650.8 4440.2 20.0 20.0 62.6 0.0 2652.4 4441.0 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 4656.4 O.0 8 B 2627.0 4672.9 20.0 20.0 -33.2 0.,0 2627.0 4672.9 0.0 9 10 B B 2644.9 2661.3 4675.6 4648.5 20.0 20.0 20.0 20.0 56.9 61.5 0.0 0.0 2644.9 2661.3 4675.6 4648.5 0.0 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 O.0 13 F 2454.6 4495.0 12.0 12.0 152.6 0.0 2454.6 4495.0 , 0.;! 14 .F 2541.7 4462.6 12.0 12.0 -32.7 0.0 2541.7 4462.6 0.0 15 F 2495.7 4434.0 12.0 12.0 -31.3 0.0 2495.7 4434.0 0.0 16 F 2549.8 4408.9 12.0 12.0 61.7 0.0 2549.8 4408.9 0.0 17 8 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 2479.7 4565.8 10.0 6.0 249.2 0.0 2479.7 4565.8 -20.0 21 A 2496.0 4576.3 10.0 6.0 238.8 0.0 2496.0 4576.3 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 4524.6 -4.0 25 E 2491.7 4534.8 6.0 6.0 152.2 0.0 2491.7 4534.8 -4.0 26 E 2509.4 4545.8 6.0 6.0 153.4 0.0 2509.4 4545.8 -4.0 27 E 2528.0 4556.8 6.0 6.0 151.0 0.0 2528.0 4556.8 -4.0 28 E 2547.6 4569.5 6.0 6.0 153.4 0.0 2547.6 4569.5 -4.0 29 F 2609.8 4588.3 12.0 12.0 149.8 0.0 2609.8 4588.3 0.0 30 F 2649.4 4613.0 12.0 12.0 187.9 0.0 2649.4 4613.0 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 ALBEMARLE LIGHTING ORDINANCE. E. . 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 FOR DOCUMENTATION REVIEW AND COMPLIANCE WILL BE AT THE EXPENSE OF THE CONTRACTOR. 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 VOLTAGE(S) 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 PVG 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 SNTS POLE. ALL POLES SHALL MATCH FIXTURE COLOR. s ! } ', I \ , I , (l i N t, i /.�� ,', ,`. + t,i'`' + p o, I � --,-- ¢ j /' < h % 1 i 'i 4: i i 10. '�'.,,._- 1 i a /'J i. ' rJ o ~ , ,K� 1 3 0; . o% -� _! k1 f/ __ * 0• �1�r t 11I - . \` p.::, I t� • I / O 1�}Wv�• _a t/ �I / lid t !I / r \ 1_„t 7. O i :fit i %-f! t F �t _ T - 1-� % L� 417 � x I O f / ! 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I I t ' 1. � O . % % °0 O ^ate `' J _ �� 1` t 1 , . \ ` tx ram. ♦µ fr om ..,.,, a, -.-� � .V l - i ^• , ;s +, [ 1\ ; ''t1-.�°+4`p°1's .i it ....'X !�l '.+` _ 1~ - ! V ,/ it s -.. THIS SHEET TO BE PHOTOMETRIC PURPOSES Scale 1"=20' Contour Interval=2' 0 20 40 80 /.H-J, McKEE CARBON 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 farm 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. • yPL, 9 'P�_l i 4 q ;1`-t 0 C'd F-1 Revisions: 1.09/13/02 CO/ACSA COMMENTS 2.10/24/02 CO/ARS COMMENTS 1 Sheet No.: Of: 17 PLANTING SOIL MIX: 1. THE LANDSCAPE CONTRACTOR SHALL FURNISH ALL TOPSOIL AND PLANTING SOIL MIX. MATERIAL MUST BE APPROVED BY THE LANDSCAPE ARCHITECT. REFER TO SPECIFICATION SECTION 02923, OR BELOW, FOR TOPSOIL REQUIREMENTS. 2. THE TYPICAL PLANTING SOIL MIX FOR ON -GRADE PLANTINGS (TREES, EVERGREENS, SHRUBS AND GROUNDCOVERS) SHALL CONSIST OF THE FOLLOWING UNLESS OTHERWISE INDICATED ON THE DRAWINGS. 60% TOPSOIL (CLEAN, LOOSE MATERIAL FROM ON -SITE STOCKPILE OR APPROVED IMPORT PRODUCT) 40% PREPARED ADDITIVES (BY VOLUME AS FOLLOWS) 2 PARTS HUMUS AND/OR PEAT 1 PART STERILIZED COMPOSTED COW MANURE 1 PART SHREDDED PINE BARK (OR EQUAL) COMMERCIAL FERTILIZER AS RECOMMENDED IN SOIL REPORT LIME AS RECOMMENDED IN SOIL REPORT SITE PREPARATION: 1. IN AREAS SCHEDULED FOR NEW LANDSCAPE INSTALLATIONS WHERE PRIOR GRADING ACTIVITIES HAVE NOT RESULTED IN CLEARING AND GRUBING OF EXISTING VEGETATION, CONTRACTOR SHALL CLEAR AND GRUB ALL WEEDS, DEAD PLANTS, TREES 1-INCH CALIPER OR LESS AND ALL OTHER PLANT MATERIAL, SAVE AND EXCEPT SPECIMENTS OR GROUPINGS SPECIFICALLY IDENTIFIED IN THE FIELD BY THE LANDSCAPE ARCHITECT FOR PRESERVATION. SEASONAL COLOR 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 AN ADDITIONAL 6-8 INCHES IN DEPTH. 2. SLOPE BASE OF BED TOWARD PERIMETER. 3. PREPARE PLANTING SOIL MIX CONSISTING OF TOPSOIL AND THE FOLLOWING SOIL AMENDMENTS BY VOLUME. 40% TOPSOIL (CLEAN, LOOSE MATERIAL FROM ON -SITE STOCKPILE OR APPROVED IMPORT PRODUCT) 25% HUMUS 15% MULCH (FINGERNAIL SIZED CHIPS-1/4-INCH MAX.) 10% "NATURE'S HELPER" (BULB CONDITIONER ADMIXTURE) 06% STERLIZED COMPOSTED COW MANURE 05% SAND (ANGULAR BUILDERS SAND) APPLY LIME AT A RATE OF 5 LBS. PER 50 SO. 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 SO. 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 SPECIFED 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: NOTES: 1. NOTIFY LANDSCAPE ARCHITECT OF ANY SITUATION WHERE 1. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OF ANY SOIL CHARACTERISTICS ARE NOT AGREEABLE TO THESE SITUATION WHERE SITE CONDITIONS OR SOIL CHARACTERISTICS PLANTING CRITERIA OR WHERE CONDITIONS RAISE CONCERNS ARE NOT AGREEABLE TO THESE PLANTING CRITERIA OR RAISE IN TERMS OF PLANT SURVIVABILITY OR WARRANTY. CONCERNS IN TERMS OF PLANT SURVIVABILITY OR WARRANTY. 2. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OF ANY 2. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OF ANY PLANT DAMAGE EXPOSED BY, OR INCURRED DURING, PLANT DAMAGE EXPOSED BY, OR INCURRED DURING, PLANTING PROCESS. 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 1" DEPTH AT TRUNK AND TAPERING UP TO A DEPTH OF 3" AT PLANTING PIT LIMITS, THEN TAPER TO PROPOSED FINISHED GRADE 1' N -, 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 SECTOON NOTES: TYP. kl� REFER TO TREE STAKING DETAIL I� VAR, S ROOTBALL GrTuu�rr:i.J I` ulGunt�l��� Ilu 41 Inu��Jl� tnulG`^BACKFILL , ORIGINAL SOIILHFROM CULTIVATED FROM f l=i=!lcli- II I PIT EXCAVATION IF LOOSE, IF 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 LD-001 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 n_nna DRAWINGS) REFER TO ROOTBALL PIT DETAIL N.T.S TRENCH EDGE AROUND ENTIRE AREA TO BE MULCHED 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) CULTIVATE SOIL WITH ROTOTILLER BELOW SOIL MIX AREA TO A DEPTH OF 6-8" UNDISTURBED SUBGRADE ROOTBALL O.C. SPACI 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- I114 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) BED WIDTH PLAN PERENNIAL SOIL MIX O.C. (AS SPECIFIED) SPACING TRENCH EDGE; TYP. FINISHED GRADE r 71 \ illll`1y4111111=►.1�1�1� 11�� 11tii1-=lllll=l► SECTION BREAK THROUGH ANY S ...,_ _C _ EXISTING "HARDPAN" AND REMOVE TO PROVIDE GOOD PERCOLATION AND POSITIVE DRAINAGE SHRUB PLANTING LD-007 F PERENNIAL / ANNUAL BED PLANTING LD-006 SECTION N.T.S. 11 PLAN/SECTION N.T.S. R S RL. _.. ...�� , .. DETAIL "10TEID: SET TREE PLUMB PRIOR TO STAKING. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT, TRENCH EDGE AROUND ENTIRE AREA TO BE MULCHED TREE PLANTING LD-004 SECTION N.T.S. ./yIri 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. �-+ 0 Revisions: 1.09/13/02 CO/ACSA COMMENTS Sc-le: AS SHOWN Date: 07/24/02 Project No.: 9923 neSi"Pri. b. . SyYE Checked: MEK 1 I Sheet No.: I 4" M // °' ° • ° •° o D •°' D z (VARIEPAVEMES) ° ° �- THIS AREA MAY BE CONCRETE AT O F CONTRACTOR 6" I 24" OPTION 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. VDOT STANDARD CG-6 CURD AND GUTTER PO-002 SECTION N.T.S. --2#4X5'-8"LG. 3/4" DIA, HOLES FOR 1/2" DIA. X 24" LONG ANCHOR RODS 2 #4 X 5'-8" LG.; TYP. ?RE - CAST CONCRETE VEHICULAR CONCRETE PARKING BUMPER SECTION, DETAIL 23.00' 6' SOLID CMU WALL Q .a . ' OUTLINE OF DUMPS? ER (N.I,C.); TYP. D q DUMPSTER : LOCATION L °. 12 CONCRETE FILLED • . •'.°:. 4 - - ... . D • Q •.... '' :.• �• ...: PIPE BOLLARDS INSTALL GATES IF REQUIRED BY COUNTY/ ...: °'.. a' - - ... °'' °• - • • ' � OWNER :. �:' : ' : ; : a. ; . • ...o v : 'a EXTEND 8" THICK CONC. :, .. 4 D q • . ° D : a .... ° :.. SLAB IN FRONT OF DUMPSTER PAD FOR TRUCK LOADING (SEE SHEET 3 FOR DUMPSTER PAD DIMENSIONS) AD•029 N.T.S. PLAN N.T.S. 2" SMOOTH TOOLED EDGE (TYP,) CONTRACTION JOINT LIGHT BROOM FINISH TO BE PERPENDICULAR TO DIRECTION OF TRAVEL z J 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 4 '�x�•U.-%�-•D x•- x-D'-,' D'.T, 0 0 00 0 00 0 � COMPACTED AGGREGATE <r c0 < BASE VDOT #21A— COMPACTED o S�000 �o0 BC�o COMPACTED SUBGRADE / /�/� SECTION CONCRETE WALK PO.005 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 STANDARD CG-2 CURB 1.5" SURFACE VDOT STANC 2.5" BASE C( VDOT STANC 6" COMPACT AGGREGATE VDOT #21A COMPACTED SUBGRADE PD_001 \\ ASPHALT PAVING ® SECTION 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 0, P �00 00 ADJACENT M I =1 =(I PAVING VARIIES; ={{III ° : ; , a' °. Q—{{{{I=I{III={IIII LO SEE DETAIL: C +nllTfl►�i=t (Ifni I IItIR =lull=lull-11111=IIliI-IIIIIIIti1►= 12 ,^ +i(I►- ""' n— „r rn� ,.: NOTES: 1. TRENCHI 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 DD-014 SECTION N.T.S. 21.5 0' 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: "-""""""u STAIN SAMPLE TO BE SUBMITTED BE APPLIED TO AND APPROVED BY LANDSCAPE INSIDE OF GATES ARCHITECT PRIOR TO INSTALLATION DUMPSTER ENCLOSURE GATE BY CONTRACTOR. AD•017 ELEVATION N,T.S, INTERMEDIATE SUPPORTS LOCATED AT THE LOWER STEP ADJACENT TO HALFWAY POINT I OF THE RISE SECTION ADJACENT DONCRETE SIDEWALK STEEL RAIL TOP WELD SET RAILINGS 5" DEEP. GROUT 1"xi" STEEL RAIL SUPPORT WITH QUICKSET HYDRAULIC CEMENT 1"xi" 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 PLAN AND SECTION N.T.S. 12 DETAIL N.T.S. SECTION N.T.S. 12" 12" VAN ACCESSIBLE RESERVED MAXIMUM SIGN PARKING o) P $100 Y HANDICAP SIGN (27-8) 12„ VIOLATION FEE (27-8D) VAN � ACCESSIBLE 2" Q.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 HANDICAP PARKING SIGN WIDTH VARIES I 1 . • 2" RADIUS SEE ASPHALT/CONC. PAVING DETAIL SECTION G RESERVED PARKING SIGN TYPE R7-8 & R7-8D & VAN 12 TYP. ACCESSIBLE \ --- RESERVED PARKING SIGN -L TYPE R7-8 & R7-8D - 5' MIN. COMMON ACCESS AISLE (8' MIN. VAN) E Q. 4" WIDE PAINT STRIPING, TYP. Cs } YP w t— HANDICAP SYMBOL CURB AND GUTTER SEE CIVIL DRAWINGS FOR LOCATION AND DET N.T.S. IVARIES 1, 8' MIN 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_Di5 \: HANDICAP PARKING _SPACE AD-016 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 co D. (CONCRETE 8" CONCRETE SLAB REINF. WITH 6x12- W5.5 x W4 WWF; TYP. 3,000 PSI CONCRETE FOOTING AT 28 DAYS � v 4 COMPACTED SUBGRADE 95% ASTM D698 STD. PROCTOR DENSITY 8" 8" 8" IF IN FILL, OTHERWISE EXISTING SUBGRADE, 1 2' K DUMPSTER BOLLARD AD-023 DETAIL 1' v le° • o p 1 N.T.S. #3 BARS Oa 6" O.C. #4 BARS 9 12" O.C. !II - COMPACTED VDOT STD. (I #21B STONE BASE — COMPACTED SUBGRADE 2"x4" KEY 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. CONCRETE STAIRS DETAIL N.T.S. 0.5" PRE -MOLDED, NON -EXTRUDING, ASPHALT -IMPREGNATED FIBERBOARD EXPANSION JOINT MATERIAL. 3/8" SAW CUT JOINT PER VDOT PR-2 6" 3000 PSI CONCRETE fa—\ 28 DAYS HEAVY BROOM FINISH WITH 6x12 - W5.5 x W4 WWF 2" MIN COVER -_.tom �--x�=.<--x-� -.�x a--�—•X�-:�-x,_ • 8" COMPACTED " - AGGREGATE BASE oflNo o R) o ��O oe�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 r- - CAULK (CONT.) ADJACENT CONCRETE SIDEWALK N.T.S, SECTION 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. ct U Revisions: 1. 0913 02 CO ACSA COMMENTS Scale: AS SHOWN Date: 07/24/02 Project No.: 9923 Designed: MOW Checked: AGF IX/ /1� / Z50 °C wo0866 O 00 o \� � 0 0°0Soo t7U 0 00, OO a°0f�oo000°} °o10ood 3" 3" CLR. 2'-9" 8" 0'-7" 4'-0" NOTES: 1. Ly., 5.; 5.4 it 4.t 3. LL 3, UU 2, 2.( 1„ 1.( O.f n� ,•� J id U — #4 VERT. REBAR Oo 18" O.C. — 2" CLEAR —METAL TIES EVERY 3 COURSES N — #4 HORIZ. REBAR rd), 12" O.C. — BRICK VENEER WITH MORTAR — 3000 PSI CONC. —4" DIA, WEEPHOLES Oa 8'-0" O/C —GRAVEL DRAIN, VDOT #78 — REINFORCED CONCRETE GRADE 60 3000 PSI Oo 28 DAYS -� ADJACENT SIDEWALK PERF. PVC DRAIN WRAPPED W/ FILTER FABRIC CONT., TIED TO STORM DRAIN — SYSTEM. z — #4 REBAR r7a 18" O.C. - - (6) #4 REBAR lid) EVEN SPACING N � J U N C' J U COMPACTED SUBGRADE CLR. 24" GRATE 18" GRATE 15" GRATE 12" GRATE 10" GRATE 8" GRATE 6" GRATE AD-030 N.T.S. ID-000 N h- 4" 3000 PSI CONCRETE Oo 28 DAYS BROOM FINISH WITH 6x6 - 10/10 6" COMPACTED — AGGIREGATE BASE VDOT #21A COMPACTED SUBiGRADE SECTION PLAN HUDSON STYLE 3' HIGH X 6' WIDE SECTION; TYP, REGULAR COLONIAL STYLE 3' HIGH X 6' WIDE SECTION; TYP. POST CENTERS TRUE 4X4 = 72" REGULAR SWALE ENERGY DISSIPATER CONVEYANCE FLOW FLOW CHANNEL z 4" CORRUGATED PERFORATED PVC PIPE o good° �o rco 0.5% MIN SLOPE (SEE PLAN FOR INVERT z °° ELEVATIONS). WRAP ENTIRE PIPE WITH GRADE ALONG EDGE a OF CHANNEL MUST ° 0° \/\ FILTER FABRIC (SEE SPECIFICATION BELOW) CONTAIN FLOW J o \ w ? NON -WOVEN FILTER FABRIC EXXON o o�� �� GTF125D, 130D AMOCO PROPEX 4545 STABILENKA T-180, T-100, T-140N OR OF EQUIVALENT. GF °r) ° UNDISTURBED TRENCH WALL, TYP., BOTH SIDES 12" MIN. COARSE AGGREGATE OPEN GRADED SIZE NO. 68 FOR INSTALLATIONI OF RIP -RAP D FRENCH DRAIN DD_aDs N.T.S. .13j SECTION N.T.S. 3 x WIDTH OiF CONTRIBUTING CONVEYANCE CHANNEL 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. CONCAVE CONCAVE MANCHESTER STYLE 3' HIGH X 7,5' WIDE SECTION; TYP. Ir 50„ X 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 SCALE DETAIL N.T.S. 13 DETAIL AD-030 H N.T.S. 13 GRADE AROUI CHANNEL MUE CONTAIN FLO PLAN AND SECTION 1•Jill r A * 10-000 NTS 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. U 4-�-r ryo Revisions: 1. 09/13/01 CO/ACSA COMMENTS 2.10/24/02 CO/ARB COMMENTS 3.11/13/02 ENGJACSA COMMENT 4.12/19/02 ENG. COMMENTS Scale: AS SHOWN Date: 07/24/02 Project No.: 9923 Designed: JDB Checked: AGF I I Sheet No.: I Of: 17 toLIMONl(LIVtMNO Catalog Nmar Notes Type FEATURES HOUSING - Rear housing is rugged, corrosion-resistan4 die-cast aluminum. Front coveris one-piece W-resistant injection molded polycarbonate, inter- Cutoff Mini-WallPaks rally painted. Captive external hardware is specially treated for corrosion resistance and includes hex -head and tamperprooffasteners. w ctor,s BALLAST -High power factor, solid state, electronic ballas[is standard: (Re- �r'. \./�*/ quires 4-pin lamp.) UL listed. Components are heat-sinkeddirectlyto the cast //",� housing for maximum heat dissipation. OPTICS - One-piece die -formed reflector is diffused aluminum. Refractor is TRI-TUBE FLUORESCENT clear polycarbonate, providing IES cutoff distribution and maximum lateral 32TRT light output Front cover is sealed and gasketed to inhibit the entrance of outside contaminants. 42TRT I ; INSTALLATION- Mountto anyvertical surface orto a 4"round square oudetbox. Back access through gasketed slot Top wiring access through 1/2'threaded conduit entry. (through -wiring requires use of a conduit Lee). Photocells are field -Installable. SOCKET - Four -pin (TRT), positive latching thermoplastic. LAMP -Four -pin fluorescent lamp included with fixture. LISTINGS-UL listed for wet locations.IP651isted. Listed and labeled to comply Height: 10" (25.4cm) with Canadian and Mexican Standards isee options). Width: 11-1/2' (29.2cm) Depth: 8-15/16' (22.7cm) Weight: 8 lbs. 13.6kg) ORDERING INFORMATION Example:TWAC 32TRT 120 List Choose the boldface catalog nomenclature that best suits your needs a d write it on the app,oprioto line. O+dar accessories es separate catalog numbers (shipped sePa tely). TWAC LPI Series Wattage/ Voltage Options lam TWAC lamp t20 Shipped Instalisd In fim Amhn.,1 rat colors (optional) LPI Lamp 32TRT Y77 SF Single fuse (120) DNA Natural aluminum included as 42TRT CR Corrosion -resistant finish (rear DBL Black standard housing only) DMB Medium bronze CRT Corrosion -resistant tetlon finish (rear DWH While housing)' PE Photocell LAP Less lamp CSA 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 RK1 PEB1 Photocell kit (120V only) RKl PESI CSA ?hotocell kit 020V only) RKt PEO2 Photoelectric control kit (208, 240 or 277V) RK7 PE03 CSA Photoelectric control kit 1347A TWAWG Wireguard NOTES: 1 Black finish on housing only. OUTDOOR TWACCF2 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 RESIDENTIAL WALLPACK (A) SECTION B ----- '-- Is SML•1 13.5" 28" 175w SML•2 20' 3T 250w The Santa Maria Lantern is a decorative, ornamental, cast aluminum The finish is a Quali-Guard* textured, themoset, polyester powder coat paint, lunlinaire,ldeal for illuminating parks, pedestrian pathways, shopping malls, oven baked at a temperature of 40G* Fahrenheitto promote maximum adher- courtyards, and general area lighting. ence and finish hardness. : The standard lens is a tempered, obscure, pebble glass, designed to provide a The Santa Maria Lantern is designed for post top, arm mount, or wall mount uniform, diffused light distribution. 'Also available with clear glass lens, com- applications. 'Please see Decorative MountingArms section for selectlons. bined with a glass refractor, or frosted glass lens. All fixtures are factory wired and tapped to voltage specifications, available in The optical system is designed toprovidea symmetdcallighttfisuibufiori, through MH, HPS, and energy efficient Compact Fluorescent ! the utilization of an obscure, pebble glass lens, or a prismatic, borcellicate, glass refractor. Model No. Opus F7,00T Somco Vonayo Mounwg shOpeSnit`. GR-3 � WM BK 1013 A4.1.4n1 M., n. #*.,. Wnif- source Voltage Mounting Finish Options ❑ SML•1 ❑ Lamp Only 'No Reflector (N R) ❑ 250 (250) ❑ 175 ❑ MH (M) ❑ HIPS ❑ 120 (1) ❑ 208 ❑ Post Top (PT) ❑ Arm Mount ❑ Bronze (8Z) ❑ Black ❑ Photo Call (PC) ❑ Quartz Restrike (175) (8) (2) (AM) (OK) (QR) 'Glass Refador ❑ Typelll ® ❑ 150 (150) ❑ FL ❑ 240 (3) ❑ Wall Mount (AIM) ❑ Obscure Lens (08) ❑ White (WH) ❑ Cleart-ens (C L) ❑ 100 (100) •Pleas(F) w a.t ryf ❑ 277 (4) ❑ Green (GN) ❑ Type 0 (GR-5) FWorescent opeora. ❑ 70 ❑ 480 ❑ Gray ❑ Frosted Lens (70) (5) (GY) (FL) ❑ 50 ❑ M.Tap ❑ Custom ❑ Internal Light Shield (50) (6) (CC) (LS) ❑ 35 ❑ Single In -Line Fuse (35) (SF) ❑ Double In -Line Fuse 'Nola Please see (OF) Decorative Ann , section forAnn 8 Wall Mount7vsn seleGbn iv.a<awmimea.wnu<ag.Yrgaim,4aeniuivi.,t p,n anaa(mvyarNa/hb naiednm,Ybu<sr•z spN,amwbgrrynmcisiK d,maeavriapep's 7ibmiwdltior<l.jrg 4C NrywdY:s:lum»a,<piateeemrypxJdwinti<njig LLt.bt<gigMwrWparytlaaawe I i4are,vtlta,u.e.emv Mh7audu'''¢aryy<dc<viswn>saM,n AsdPa�cs. A 217 East 157th Street, Gardena, California 90248 �c R'\31�/�►R!! _4�, !dam ,11TW P Ph (www.v s o10) oaireligh ingscom 86 SML-10 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) SECTION Lq-001 N.T.S. LD_001 N.T.S. Catalog Number ,il .lr�wRI. all. 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 -Mounted Lighting aiming. Standard finish is dark bronze IODBI polyester powder. Other ®{/��/� !!//�� I architectural colors available. ! ' Emir. • Cast aluminum doorframe is hinged and secured by stainless steel tas• i teners. Closed cell silicone gasket prevents the penetration of dust ! and moisture. OPTICAL SYSTEM �; r,;;,:�:--..METAL HALIDE Centered optics with anodized, aluminum reflectors: segmented, ( �, 70, 100, 150, 115W t • specular or hammertone finish. Clear, impact -resistant, tempered glass lens with siMcreen. ELECTRICAL SYSTEM • 16OW and below utilizes a high reactance, high power factor ballast �'"-- 175W and above utilizes a constant -wattage autetransformer ballast. Both ballasts are copper wound and 100% factory tested. Standard dimensions - • Horizontal, medium -base porcelain socket with copper alloy, nickel- 'WFL2 f plated screw shell and center contact. 4KV pulse rated. UL listed 660W, I OR 600V. EPA:1.3 ft' (-12 mI) INSTALLATION Length: 18 -1/2 (47) • Mounting plate includes provision for attachment independent of junc- Depth: 6-3/4 (17.2) lion box. Optional Backhox wail mounting available for surface conduit Overall Height 11•3/4 (29.9)-»;-♦�.�,->.;:� t- applications. Mounts either lens -up or lens -down. Max Weight: 27112.2 kg) .' LISTINGS IF- L �I ' • UL listed for at locations. Listed and labeled to comply with Canadian Standards see Options). IP65 rated in accordance with EC standard I S (I All dimensions are inches (canti+netess) unless otharvriae specified. 529. i I ORDERING INFORMATION Example: WFL2175M GZ 120 Sle Choose the boldface catalog nomenclature that best suilsycurnoods and write b on the appropriate line. Order ...ssor]os as saparete catalog numbers (shipped separately). 1 ��Series Wattage/Source Distribution Vohage Options WFL2 70M SP Spot 120 Shipped Installed In Fixture Architectural Colors t00M BP Oi-Peak symmetric 2W' SF Single fuse (120, 277,347V, fpowder finish)' + HPN Narrow asymmetric Na with TB) Y 240' Standard Colors 150M< HPM Medium asymmetric Y77 DF Double fuse(206, 240, 480V, 008 Dark bronze (standard) 175M HPW Wide asymmetric Na with Tel Y 347 OWN While + RN Narrow Symmetric CH Corrosion -resistant finish i RM Mediums symmetric 480 CSA Listed and labeled to DBL Black y TB' comply with Canadian Classic Colon BIN Wide symmetric Standards OMBMedium bronze Z all granng PE Photoelectric cell -button ONANatural aluminum FT Forward throw type (Na with TB) DSS Sandstone CFSL Color leas/Blue DGC Charcoal gray CFRO Color lefroosa DTG Tennis green SCWA Super CWA Pulse Start DOB Bright red Ballast ITS W.) DSB Steel blue LLRPSL Low Loss Reactor Pulse Start Ballast (277V only) Shipped Separately' j HOW Backhox wall mounting I UV Upper visor NOTES: EV EABcrate visor (black) 1 Optionalmulti-tap ballast 020,208,240,277V). 1129, FY Full visor i 277,347V in CanadO 'IV Bottom visor j 2 May be ordered as an accessory. Door frame must be factorych, led. WG Wife guard 3 Additional architectural colors available; see paint 80 Ban) door brochure (Form number794.3). HW Horizontal louver )black) 4 Maybe ordered with SCWAor LLRPSL. 5 Consultfactory for availability in Canada. VLV Vertical louver (black) BYO Bubble vandal guard OUTDOOR 200-WFL2 I 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 WALL PACK (R) SECTION NOTE: APPROVAL DRAWING MUST P� RETURNED TO MANUFACTURI BEFORE UNIT CAN BE FABRICATED. PLEASE NOTE CORRECTIONS OR REVISION,( TO THE DRAWING OR SPEC' MANUFACTURER: VISIONAIRE LIGHTING GARDENA, CALIFORNIA 1.877.977.6483 SUPPLIER: ILLUMINATION CONCEPTS AND SALES, INC. RICHMOND, VIRGINIA 1.804.358.230)0 NOTE: CONTRACTOR TO REFER TO SUPPLIER FO)R ORDERING, VERIFICATION OF BOLT PATTERN AND GROUNDING REQUIREMENTS. SEE LIGHTING PLANS FOR POLE HEIGHT LD_001 N.T.S. 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 SANTA MARIA FIXTURE (SML-1/GR-3/175MH/MT/PT/BK/OB) INTERGAL BALLAST HOUSING (TOOLESS ACCESS) ALL CASTINGS TO BE 319 ALLOY ALL FASTENERS TO BE NON-FERROUS ROUND SMOOTH ALUM. POLE (DOB-11/10/4RF/11G/PT/BK/GFI) ALL FINISH COLORS SHALL BE BLACK, CAST ALUM. DCB-11 BASE J .0I CONTRACTOR TO CONTACT MANUFACTURER FOR FOUNDATION DETAIL AND BOLT PATTERN PRIOR _I TO INSTALLATION, PEDESTRIAN LIGHT (F) AND POLE 0 PLAN, SECTION, DETAIL N.T.S. C @us LMEO Listed for syst I ... tlons Fixture A B C ` Max. Watt EPA' I 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. i Quality engineering aind computerized state of the art machinery join together to set the new standard for quality in the lighting (industry. ! MWNNo. Opto Werbge Sa+w Volego Mounting Firvsh OpCons ALX T3 250 SFA BK PC, LS I Model No. codes, Wattage Source Voltage Mounting Finish Options ❑ ALX•1 ❑ Type t ❑ 1500 ❑ Mi ❑ 120 ❑Bolt -On Arm ❑Bronze Photocell (T1) (1500) (M) (1) (BOA) (Bz) (PC) ❑ ALX•2 ❑ Typell (T2) Typelll ( ❑ 1000 (1000) El750 (750) ❑ 450 ❑ 208 (2) ❑ 240 ❑ Slip•FitArm (8FA) ❑ Black (BK) ❑ Quartz Restrike (QR) ❑ Light Shield (LS) ❑ PS (Pl ❑ FPS ❑ Knuckle Mount ❑ White (73) (450) (S) (3) (KM) (WH) ❑ Type IV i® ❑ 400 (400) ❑ 277 ❑ WallMount ❑ Green ❑ Single In -Line Fuse (T4) (4) (WM) (ON) (SF) ❑ 350 ❑ Type V ® (350) ❑ 480 ❑ Gray ❑ Double In -Line Fuse (T5) ❑ 320 (5) (GY) (DF) (320) ❑ 250 (250) ❑ M.Tap (6) El custom (CC) ❑ 200 (200) ❑ 175 (175) ❑ 150 (150) Ll ❑100 (100) ,gmw1<wv,sPopxtrrib dYd,roia U7vgLLGMryv.<dabilvrtubu,ryln MnemryperYNWoraieejke LLt.bl<ry:g Tv<laapiyda<h<av inpuuwtVevi<�avns Mij<nA J<mJLvea+<.�itaMm:rlwyb,"Ve. c (yp/ /� /! �//� 211 East 157th Street, Gardena, California 1102411 V��SIr��►N� IRR �►,�:i�i,Kr � `�ii Pw(ww.vi iona6irelighting a m86 ALX-16 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; 804.368.2300 PARKING LIGHT (C) SECTION I Square Non -Tapered Steel Pole i Specifications iT Shaft { -Fabricated from a high grade structural steel tube which has a j wall thickness of 11 gauge or 7 gauge. Shaft conforms toASTM r specifications. Meets or exceeds minimum yield strength of trt 46,000 PSI. Shaft is furnished with ground lug inside pole, raid rt nd Holt f l45 opposite hand hole opening. Base Plate i ! -Fabricated from structural quality hot rolled steel. Meets or $ H exceeds minimum yield strength of 36,000 PSI. Base telescopes and is circumstantially welded to pole shaft. Bolt holes slotted to provide 1" flexibility on either side of bolt circle. Anchorage -Hot rolled steel bar - minimum yield strength of 50,000 PSI. Base mart Bolts have "L" bend on one end and are threaded on the other I (t .<; end. Bolts are galvanized and are furnished with two nuts and ,t. F washers. All Anchor Bolts are in accordance with ASTM A-153. Base Cover s -Fabricated from heavy gauge quality aluminum. Two piece cover for easy installation. t ;f Finish y, °Quali-Guard oven -baked polyester powder coat paint. (Custom colors available upon request.) h'odel No. P6. He' ' t Shag 3ixe Gau Pnd,ord Mounr Finish 0 Gons p SiVTS 20' 4S 11 136 S1 BK GFI, DB Model No. Height Size Gauge Anchorage Mounting Finish Options SITSole. 'Specify (mPoN hnlglht t la axcced asq 2x4 Bolt -On Arm o Brill Patte 0 to 0 0 0 i ❑ 4"x4" ❑ 11g. (4S) Ill(136) C] 5'x5' 1-] 7g (5s) (7) El6"x6" El5g. (65) (5) 2' t-1f2' 3 1-1T Bolt Size Drilled for 2x4 Bolt-On Arm ❑Single (Si) I, ❑ 0180(02) 6--■ O ElD90(D9) +-M 6■ ❑ T90 (T9) f4-B ❑ Quad (CID) + Driled for 2x6 0ollt•On Arm ❑ Bronze (52) (EJ Black (BK) ❑ 1'XJ6" ❑ Provision for OR Receptacle (GFI) ❑ Coupling (Specify size and location) (CUP) ❑ Custom WtUrcle (specify size) El(342) 4'x24' ❑ 374"x30" (343) ❑ 618'x24' (582) ❑ 1/2W4- (122) Bolt Circle ❑ White (WH) ❑ Green (GN) ❑ Gray (GY) ❑ Direct Buda] (DB) ❑Single (31) f' ❑ Galvanized (Only) (GAL) ❑ D180(D2) hti • 5.1/16^ 2-11116"1 1Us• ❑ 12-3/4' (12) ❑ 3-1/16" . ❑-o ■ ❑ 090 (Dtip 9) ®q ❑ T90 (T9) µ0 ❑ Quad(QD) M}p 9 Tenon Options ❑ 3'Round (3 R)16 ❑ Custom (CC) ❑ Galvanized (Under Powder Coat) (GUP) ❑ Bullhorn Bracket (BB) ❑ 2-3/8"Round (2R) I ® 2x6 Bolt•On Arm rtlfwe°"'""°"'°"""°'<"%""s'""`"'"'°L°"1°'p"`�""lra«snd<Mrrd<s,<mr•mm.0 waq<>:<y«h sn <a.aor<v;ennu. nc az,nee.nuFe PR"t•rib<v<mdNv'vui< tyM.yMyu<dac'rl,mmn,eei<sM•a,ngp<MdYakrviaty°nq LLGb Mpie vMwIW p4a ' Drill Pattern a ,a.,zay,<.reni.v�.<ns�aae axiaaas<+qnr epv owc ' q / /� 217 East 1571h Street, Gardena, California 90248 t : �►. ?.1► � ,_ ;���r�,. , ; 1, j17 Ph (3www.v s onareligh4 ngscon�6 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 "1C-'1C1111` c@us 113no Llstod for wet locations The AutoLux is a low profile, sharp cutoff luminaire, designed for automotive dealership lighting. Combining a high performance multi -faceted slegmented reflector with versatile light distributions and a variety of mounting capabilities, the AutoLux is ithe superior choice for your lighting needs. Quality engineering and computerized state of Ithe art machinery join together to set the new standard for quality in the lighting industry. Opt- 1ALX11 T3 1 1000 y6 SFA BK PC, Model No. Optics Wattage Sourcen Voltage Mounting Finish Options ❑ ALX-1 ❑ Type ® ❑ 1500 ❑ M4 ❑ 120 ❑ BoR-0n Arm ❑ Bronze ❑ Photo Cell (T1) (1500) (M) (1) (BOA) (BZ) (PC) ❑ ALX-2 ❑ Type 11 ® (T2) Typelll 1000 (1000) 1-]208 (2) ❑ 240 ❑ Slip-FitAfm (SFA) ❑ Black (BK) ❑ Quartz Restrike (QR) ❑ Light Shield ❑ PS (P) ❑ IDS ❑ 750 (750) ❑ 450 ❑ Knuckle Mount ❑ White (T3) (450) (S) (3) (KM) (WH) (LS) ❑ Type IV ❑ 400 ❑ 277 ❑ Wall Mount ❑ Green ❑ Single In -Line Fuse (T4) (4) (WM) (GN) (SF) El ❑ Type V O (350) ❑ 460 ❑ Gray ❑ Double In -Line Fuse (T5) ❑ WO (5) (GY) (DE) (320) ❑ 250 ❑ M.Tap El custom (250) (6) (CC) ❑ 200 (200) ❑ 175 (175) ❑ 150 (150) ❑ 100 000) I dwaul,air<pvpstv�ryrMmantll4ui<ejagllC Nryv.<dtu<fvmaem,ryun Mram.ypa..JdLhoweLyrg. UC Nkga9"nvnlW parydaiwu i 'nq aM1l4.na<,6ccrcSMNA<tC*9<a"1W<di.im4wlm:OMm�MWynwmbl. i 217 East 157th Street, Gardena, California 90248 , ll�,.I.Oii�1.�,1 .i+� Pwww.vi iona0irelight ng.com6 ALX-1B 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 LDLD-UD, PARKING LIGHT () LD-001 N.T.S. 14 SECTION LD_001 SECTION N.T.S. N.T.S. /ylr� 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. r ll Revisions: 1.09/13/02 CO/ACSA COMMENTS 2.10/24/02 CO/ARB COMMENTS Scale: AS SHOWN Date: 07/24/02 Project No.: 9923 Designed: SWE Checked: N EK FRAME & COVER (SEE TYPICAL MANHOLE FRAME AND COVER DETAIL) STREET SURFACE OR ti NON -PAVED AREA • ' � ' ' ,%/,�'%'..1111111111111111 V-0" MAX a 2' 0" a "WEDG-LOK" TYPE RUBBER COATED STEEL STEPS OR APPROVED 3'-0" MIN EQUAL CAST IN PLACE ° PRECAST REINFORCED a. CONCRETE SECTIONS 12" MIN "O" RING SEALS 16" .MAX • MINIMUM ELEVATION DIFFERENCE ACROSS M.H. 5 4'-0" FROM INLET TO OUTLET SHALL BE 0.20 FEET. CONCRETE VARIES FILLETS DEPTH OF FLOW CHANNEL ° TO BE 3/4 DIAMETER ; OF CONTRIBUTING SEWER.T - --� - 9 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 VVETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. UD-001 15 SECTION N.T.S. F- w !z 3000 PSI CONC. BASE I BENCH SLOPED TO F',OW �< CHANNEL 1/4" 1' Mi11 BRANCH 12" ---��-�---- - ---- - 2" , 1 NOTE: FLEXIBLE CONNECTION t- WITH STAINLESS STEEL � ALL CONNECTIONS TO BAND I EXISTING MANHOLES SHALL 0 BE CORED AND A FLEXIBLE TYPICAL SANITARY MANHOLE CONNECTION " BOOT " SHOWING BRANCH TIE-IN INSTALLED UD-002 PLAN 45° 2 AX L 45° MAX PLUG III 2 • v ' ' 4 . FOR TEE OR WYE FITTI GS WIDEN TRENCH TO ACCOMMODATE ANCHOR IF REQUIRED. 1-411- BEDDING AS MIN° REQUIRED v , C • PLUG 45 a MIN T SECTION 2-2 , PIPE DEGREE BEND DIMENSIONS (FT) VOL. TEE AND PLUGS (FT) VOL. SIZE OF BEND CUND. CUND. L H T L H T 90 2.50 2.50 3.01 0.24 4" & 6" 45 2.00 2.25 2.60 0.15 2.00 2.25 2.50 0.15 22 1/2 1.50 2.00 2.52 0.10 11 1/4 1.50 1 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 1 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 2.83 0.62 22 1/2 2.33 2.68 2.86 0.24 11 1/4 1.83 2,33 2.84 0.18 N.T.S. 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES. 2. USE. 2500 P.S.I. CONCRETE. 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4• THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS. 1 CONCRETE THRUST BLOCKS UD-011 PLAN AND SECTION N.T.S. SOLID COVER SHOWN PERFORATED AVAILABLE IF SPECIFIED STANDARD LETTERS UNLESS OTHERWISE SPECIFIED TOP OF COVER BOTTOM OF COVER MINIMUM AVERAGE WEIGHT SUPER CAST, INC. MODEL NO. MH-ROR-2001 RING 190 Ibs. OR APPROVED EQUAL COVER 120 Ibs. 310 Ibs. 25 1/4" 23 3/4" 1 3/8" 23 1/2" 2 va" T 7 1/2" + t-� 3/4" 4 3/4' { °t-1/2" f 1/2" 22 1/4" 4 3/8" 24 1/2" 33 1/4" TYPICAL SANITARY MANHOLE FRAME & COVER UD•004 i PLAN AND SECTION N.T.S. JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. -SHAI L NOT BE LOCATED WITHIN THE RIGHT OF WAY WATER SEWER LOCATION OF OTHER UTILITIES 0 (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 900 TO THE RIGHT OF WAY 'F� UTILITY LOCATIONS AND EASEMENT WIDTHS UD-009 15 DETAIIL THREADED PLUG CLEANOUT ADAPTOR FINISHED GROUND ADJUSTABLE VALVE BOX WITH LID. BINGHAM & TAYLOR FIG. NO 4905 OR APPROVED EQUAL VDOT NO. 21A STONE SECTION 45°0'0" - MAIN LINE LID WITH THE MARKING "SEWER" CAST IN FINISHED GRADE o Up TYPE "K" -III-III III III, III i - I I III^I 1(- rl" SOFT COPPER - AIR RELEASE VALVE, ®-3/4"x3/4"x APCO MODEL NO. 143C (11, 1" TEE NO. 200A (11, NO. 145C (21, NO. 2000 (21 OR APPROVED EQUAL , 0 BRASS OR BRONZE PIPE BRONZE GATE VALVE NOTE: NO SWEATED FITTINGS (FLARED ONILY) I I MI DRAIN TO GRADE , DUAL SERVICE PROPERTY IF POSSIBLE LINE ICI=111- 3/4" TYPE „K„ _'- SOFT COPPER .-,.- .-. BRICK SUPPORTS OR O SOLID CEMENT BLOCKS o� off✓ 9 CRUSHED STONE TYPE 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 -IIITI II 111 ,111,,11111111 , ,III=III=III=III (-I III_ FINISHED GRADE I= BROOKS 2200 SERIES BOX NOTES: 1/4" BEND COUPLING O�I<WIN ANGLE -� 10-15" III WITH EXTENSION OR MUELLER 1 NO. H-15069 (3/4", 1" VALVE VALVE ( I _ APPROVED EQUAL IN 1. A PRECAST 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 NO. L02-33 (3/4") jl�l COPPERSETTER (PLACED NO. L02-44 (11 36" MIN. -II III= ON STONE) 2. FOR WATERLINES SMALLER THAN 12" USE A 1" A.R.V. AND FITTINGS. FOR WATER NO. L02-(1 1/2") illl I III FORD VV72 (5/8"x3/4") LINES 12" AND LARGER USE 2" A.R.V. AND FITTINGS. NO. L02-77 77 (2") III II VV74 (11 OR APPROVED EQUAL II I= OR APPROVED EQUAL 3, IN SITUATIONS WHERE THE A.R.V. ASSEMBtLY CANNOT BE OFFSET FROM THE MAIN AN �a �� s METER ADEQUATE FOUNDATION SHALL BE INSTALLED SO THE WATER LINE DOES NOT SUPPORT a8�°��� oo 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 EQUAL TYPICAL SERVICE LATERAL INSTALLATION D TYPICAL AIR RELEASE VALVE ARV UD-019 UD-022 15 PLAN AND SECTION N.T.S. 15 SECTION N.T.S. REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL 3611MIN LARGER THAN 6" IN ANY DIMENSION 24"MIN INTIAL BACKFILLx 8"MIN (6" LIFTS) EMBEDMENT x THOROUGHLY COMPACTED BY HAND OR APPROVED RING LINE MECHANICAL TAMPER OF PIPE - - HAUNCHING NO. 68 STONE - - - - - BEDDING 6" max 4" min FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE (ALL PIPE) TYPICAL SEWER PIPE INSTALLATION IN TRENCH N.T•S. 15) DETAIL GOOD FOUNDATION MATERIAL INITIAL BACKFILL ROCKY FOUNDATION MATERIAL BEDDING 3 STONE x STABLE SOIL ROCK PLUG END OF x SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE SERVICE LATERAL 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 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 LOWEST PIPE CONNECTED TO THE MANHOLE. 2. ALL SEWER SERVICE LATERAL CONNECTIONS INCLUDING THOSE CONNECTED TO MANHOLES SHALL HAVE CLEANOUTS AS INDICATED. 3. GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1/4" PER FOOT ) TYPICAL SEWER SERVICE LATERAL � CONNECTION WITH CLEANOUT PLAN AND SECTION UD_016 N.T.S UNSTABLE INITIAL �r SOIL 8" BACKFILL MIN. MIN. = IN MIN. #68 STONE = O N68 STONE O 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. 6. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING DETAIL UD-010 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 ALA.- 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 UD-006 N.T.S. PLACE 5' GALV. " WITNESS " POST PAINTED BLUE TO INDICATE VALVE LOCATION AS DIRECTED. MARKER o LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE ADJUSTABLE VALVE BOX W/ LID BINGHAM & TAYLOR FIG. NO. 4905 (SCREW TYPE) OR APPROVED EQUAL M.J. GATE VALVE .t...o .f.'. 2500 P.S.I. CONCRETE 4 2'x 2' BEARING THRUST BLOCK AREA 4 D• 9 - NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE UD-015 DETAIL N.T.S. /Air® 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 Scale: AS SHOWN Date: 07/24/02 Project No.: 9923 Designed: MOW Checked: AGF Legend /r `; CONSTRUCTION ENTRANCE ° CE SEE PAVED CE WITH WASH RACK DETAIL o 0 o � J OD if CONSTRUCTION ROAD STABILIZATION IA ;' 1 " >yt 1 ' i0 B/ OR MU i f i TRAP NO. 1 E. & S. STD. & SPEC. NO. 3.03 �' t i ( ( ,2 I ' f / / , r 1 Drainage Area = 1,40 AC. ( �' ELEV LENGTH WIDTH DEPTH SLOPE � t .JhM _ „/ / d ' t / / SOIL / r BOTTOM 38 8 S F SILT SE STD. &SPEC. NO. 3.05-"i��'�'%� i'�_ :ws, .rl �� .. , lt� I ` /II 1 '" / , ; ..,r{ 2,� ' f f /t / ,�°J'-� /1�,, f` 3,5 2.0 0 f 5 � r ` f ..e,,,,,.n,., WET/DRY 52 22 IP /' I DR'Y/WEIR,... 60 30 STORM DRAIN INLET PROTECTION t i + i r J rJ 1l j ° ! , "` '' ,,,' ; f i / °1 %� �,M r" �v 2.0 2.0 E. & S. STD, & SPEC. NO. 3.07 " WEIR 8.a 2.5 (EL. 500) TEMPORARY DIVERSION DIKE DD E. & S. STD. & SPEC, NO, 3.09 3 TEMPORARY SEDIMENT TRAP ST E. & S. STD. & SPEC. NO. 3.13 ! I ! J,6 % ( f l l / / l f r; % Y r 4� ; / •.. �•_.. J,• �. e TEMPORARY SEDIMENT BASIN S �� ,___J_,1 If r / IP i i, 1i / / �; / ��„ �ggo, 1 j t 1 • . SB �) J r Q' �` 1 /i / ,f ob ° �o :I,' � E. & S. STD. & SPEC. NO. 3.14) l i fJ i J j /f : / f / l / ° - 8o c3o TRENCH DRAIN TO BE �, '� f ( J �t` I j $�� {' INSTALLED AS PARTIOF,`/®IL /f LIMITS OF WORK—- OUTLETf PROTECTION J j r ( 1 1 S' / `', � 1 ! o ' / v r. FINAL PAVING EFFORIT�'.r' 8.9C /�� •_ ' ®P E. & S. STD. & SPEC. NO. 3.18�'-/� +' j! f' r ; S..®r,ILr( ;`'s t PVC STUB FROM C-21'TO 2 / fa�i t !�/ . IMC go S fi r` t ;+ � BE EXTENDED PAS,.( SURFACE ROUGHENING ) Fl l� l ! 1 J 1 F # 1 tJ j I , (' i ° ;I t e CURB FACE PRIOR/;T'O SR E. & S. STD, & SPEC. NO. 3.29 o 1 1 J' It ) f ,, 1 �A o._ i CURB INSTALLATION. / s 1, >" Fes, 7 DIVERT 1.30 ACRES t I TOPSOILING OF CLEAN STORM r ! ; r i , I ,, Jj -. - , o r'°o t ' \ \ RCP RISER / - E. & S. STD. & SPEC. NO. 3.30 T® WATER TO EX. DI. .! r° 3 IP \ I W/TRASH RA�K/ _ r5 Pt o -.r-- � � i j � , 1 ,ems �� � I\l �i,, �, �, � / _ a Q �) f ! ] ! J I I' 351 ��`lI'` kp_ �+ TEMPORARY SEEDING �+ �� J• 1t f 1 I ! t ! j €° (`j I 7 ��) , r 3 <. E. & S. STD. & SPEC. NO. 3.31 rr • {{) f Ef /EXCJAVATE TO c �t ( ! f ) , E ;:p` t -,�, • •Y ��,~ �I �,.' f ..rG .--- , \ , 'i• , ..>. PERMANENT SEEDING t C% t18' .MAX? DEPTH PS PS i 1 d BELOW JRIM OF i 1 �.�� l a \ 'r ,. • -- \ ' E. & S. STD. &SPEC. NO. 3.32 9�`-tf l f r ! ( 1 D.I, ITO SERVE SE IMENT TRAP ' MULCHING ' J J I ( r I r, /%�: '• MU MU SOIL / /' "r r 1� !° I �` !`/===_-= r� t E. & S. STD. & SPEC. NO. 3.35 I i / _ �_ _ SF �, : 0 3 65�✓ / r ! f (/ t F�� i`� t �, 530T _ \°x ! 1 H B�M :!) Il Ir P+ 1 J t '3 � � 1 f w� OUTLET PROTECTION SOIL STABILIZATION BLANKETS & MATTING a E. & S. STD. & SPEC. NO. 3.36 CONTRACTOR, MUST <' MAINTAIN POSITIVE ; -� s`f6 t 11 \ �% `� `'r\� ' I w ;d0_ 50 ft �C DRAINAGE ON! DIVERSION �: a= 16,00 ft ''',:.�� _ J - _ �?' I " 18.0 0 f t -i-P TREE PROTECTION X � DIKE TO INLET J A - � J J 1 � - t r �--i'�-.� , f � / / / ,.•,�� ��/�'��••.�•� �. ,-.� � �• /� _ E. & S. STD. & SPEC. NO. 3.38 �-1- f ( , f \ ( .� 1 �'- E w' n ti / \ 3100 6.00 ft / - €. __f I I ,' 1,4.0 ACRES -�, • .. _._.... _ .._,_ �;` _�' " i .���-= • � / `` � �`�. f -; DUST CONTROL ®G+ ,'J , f �` t -1 - rD�T ST i E. & S. STD, & SPEC. NO. 3.39 O f•,\�tll,.� r�ti _ � p ' � l 1 I '' 8 \ w u.:.�b ..,W:��x>! �y _t � `.,, 14F DC Note401 s 1 71 l 1. EROSION AND SEDIMENT CONTROLS SHALL BE INSTALLED IN ACCORDANCE WITH THE 1992 � r �' / I` •=a. } / ! r- I -�-• � �-.;�� �=<-_.,:,�1_ - 'j`' -• --- _! ,- _ j _ �.. I VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, THIRD EDITION AND SHALL BE IMPLEMENTED PRIOR TO OR AS THE FIRST STEP IN ANY LAND DISTURBING ACTIVITY. l i / - ' / f>. / / t 2, ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED AND REPAIRED AS• -_ / ^ "' t Y "- ``-•-'-- "` , NEEDED UNTIL ALL DISTURBED AREAS HAVE BEEN PERMANENTLY STABILIZED. MAINTENANCE AND REPAIR SHALL BE IN ACCORDANCE WITH THE METHODS OUTLINED IN THE VIRGINIA ,�`f I ✓ " - EROSION AND SEDIMENT CONTROL HANDBOOK FOR EACH CONTROL MEASURE SPECIFIED. r; , r r p / J 9/ _--= ' _ 4 '�`t - -•, `%% % ' yV I S i "-' "� Y�� Y `«"`'°""'�'•<-y - r• _ _ .�-_�_.1� <'`ki�r:. /�._'.., / TWICE WEEKLY AFTER i ';i / ( / l / 1 j~ - �,� 54C .�-; 3. EROSION AND SEDIMENT CONTROLS SHALL BE INSPECTED AT LEAST/ / l ;�� ` S "l _f ` �y v- "°"" M ``.�/h`b ' -,4 \ r 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. LIMITS OF 20' ANY DISTURBED AREAS WHERE CONSTRUCTION ACTIVITIES WILL BE HALTED FOR LONGER "NQ CONSTRUCTION" ��� ' / ;i/ 'S®IL,f ;�1 y �/ Y�f ' -• .� ®� f�' \ t THAN AY HALL BE STABILIZED WITHIN 7 DAYS OF THE LAST CONSTRUCTION BURFER, DO NOT ,' r f l ,I „� `� 4,e, DISTURB. ' - ACTIVITY. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT ; f _ /" F - 1 -` l' - / ''` - , " ,1-..._. `'` 'r ...• t DORMANT FOR MORE THAN ONE YEAR. 5. SURFACE ROUGHENING (E&S STD. & SPEC. 3.29) SHALL BE PROVIDED ON ALL SLOPES Al I J/ � / '; S f j- S� f f /f - 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 / r' JP NOT TO BE INSTALLED AND MULCHED IMMEDIATELY AFTER INITIAL GRADING EFFORTS. l / 3 J / r' 6. TEMPORARY SEEDING, INCLUDING LIMING AND FERTILIZATION AS REQUIRED, WHERE SPECIFIED �`/" ccrt a ; S f = -- __ \•;r'" ` \� ti ON PLANS, SHALL BE DONE IN ACCORDANCE WITH E&S STD. & SPEC. 3:31. USE ANNUAL RYEGRASS AT THE RATE OF 100 LBS/ACRE f( 7. PERMANENT SEEDING, INCLUDING LIMING AND FERTILIZATION AS REQUIRED, SHALL BE APPLIED��2 TO ALL DISTURBED AREAS NOT PAVED OR NOT PLANTED WITH GROUND COVER. SEEDING , a' _ "` _ -f-' ; l "" e. r AND MULCHING SHALL BE DONE IN ACCORDANCE WITH E&S STD. & SPEC. 3.32 AND 3.35. /' i I �, f J rr' / ! -' ® co)/r/ GRASS SEED MIX SHALL BE REBEL II TALL FESCUE BLEND AT 80 TO 90%, � {; _ ( � IMPROVED PERENNIAL RYEGRASS AT 5 TO 10%, '} / / ? ^ / /' 1 t AND KENTUCKY BLUEGRASS AT 5 TO 10 /° A ' �,� � j ,r Cad --U I I/ '� sA / { �-``--. �. h APPLICATION SHALL BE 350 TO 400 LBS/ACRE.' l J� C'� I•-._ 8� rr = 1if' 'E ATE \ � " r 18 EPTH -`.• .• ` / '-�._....,� ._.., .. _ _ , -• �--..........�......_ � ,�'� �~�......_ i-----t--`, i -: (TDP,'"' a F, ! "` _^.. -ice 8. NO LAND DISTURBING ACTIVITIES SHALL COMMENCE PRIOR TO THE APPROVAL OF THE B RIM OFA _ ,` (� ` EROSION AND SEDIMENT CONTROL PLAN BY THE COUNTY OF ALBEMARLE AND THE ISSUANCE _ir = �� �/ '` TO SERVE ASN S S / - _ \ / v�SEDIMENT TRAP r_ I a , I i OF A GRADING PERMIT. .;�' % j I � ;, ��' T ,�•� a.}-•�o{-�-}>� �/�a ^) 4 - < '`7) a L�II�,SII E..d.i./1L 1V, a 9. THE CONTRACTOR SHALL ASSUME ALL LIABILITY AND RESPONSIBILITY FOR EROSION AND ' -. r ': ' '�'- .._ h 0 i / -'t - 1 ,' I i I I t `t t' a , Scale: 1 r' - 2000' SEDIMENT CONTROL MEASURES, AS THEY ARE DESIGNED TO PROTECT ADJOINING BUILDING C, _ "-~-v x �, l t'., • l PROVIDE AFiIMOR�NG l �j STRUCTURES AND FOUNDATIONS, PUBLIC INFRASTRUCTURES, VEHICULAR AND PEDESTRIAN ( �'�t?t;Y`''I" I Ca �° W 1 / TP ' AROUND TRUNKS OF j CIRCULATION AREAS AND ENVIRONMENTAL QUALITY. ; GE s r S ~'' - �> �; \ ;` t, ?t WKS WHITE OA 30' DIA, BOARD FENCE 10. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING MUD FROM TRUCKS t / TP • �..,, _ l�f - .n •< AS TREE PROTECTION�'J,t! t t / AND/OR OTHER EQUIPMENT PRIOR TO EXITING THE CONSTRUCTION AREA ONTO PUBLIC 1--5;�'- -_i: ��_..__ �., �: -,_. 5� "W w �'--- h'-- _ �f THIS° �, pEA �.• � � „� % /t • J r �---� `y ,. _....._.__.._ ___--� `'�` ,,i+ � � 1 `% l `•' OR PRIVATE ROADS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CLEAN ROADS, 1 ? �. f.y ALLAY DUST, AND TAKE WHATEVER MEASURES NECESSARY TO INSURE THAT THE ROADS r`f TP ' ' �f' I�`� I r•�,'- `` ARE MAINTAINED IN A CLEAN, MUD AND DUST -FREE CONDITION AT ALL TIMES. W •+ % _ ' 1 \ W _„ ® \. J °•fie ``r nf:,, Eu„.:t::,� k: M1�% „ iJ +�,J '•� > } J '�-''.`"'.._,.� Y^ .>'�_Y'_ �i/I _ _ �/�.. O[`. J J \\ 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. - - - •_ :;. w _. _ _ __ _ _. �_. t ; _ - �, -�• -' - / �. ' „' -� r •t' +��"';, 0�e x 1 •. ____. - ,, .. l � _.�,�._-1 �,r`�. - t 1 ( 11 _ w ' -- `: , TERRACE W / 1 ti , 12. ANY SEDIMENT WHICH ACCUMULATES IN THE SEDIMENT BASIN SHALL BE CLEANED OUT -` CONSTRUCTION ' ': S °o0 29 AND PLACED AT A SUITABLE LOCATION AS REQUIRED AND WHEN THE SITE HAS BEEN • 43 ;` ITE e LIMITS,,/TYP. Rook STABILIZED FROM FURTHER EROSION. Y� oq Ef. F"V __ DA f it �� ��f��� � \ems" ,� � �- � �• t__ 13. SEDIMENT BUILD-UP IN CULVERTS SHALL BE CLEANED OUT AND PLACED AT A SUITABLE f R / - -' _ . __ _� ;- „ A--;,,,BERKMAR� - _ - �'�`�L,�ii�it�,.� ` __ - _.,; _ __ ._ ._ , _ LIMITS O. WORK LOCATION WHEN THE SITE HAS BEEN STABILIZED FROM FURTHER SOIL EROSION. SEDIMENT SHOPPING r.__.._..,_,.--- -- <:`...._` `` V �.._. CENTER SHALL NOT BE ALLOWED TO GILD UP IN CULVERTS BLOCKING FREE FLOW THROUGH THE / / °'.' ��'. v';� ,�-- / �1 x u ��Q ALBEMARLE ' � NOTE: r / - -^� / - ,. _ =`'- d' SQUARE �...:.� CULVERTS. ' 3 ! ALL EX. TREES SH01IyN ARE /-.3.,.:rK --- sHOPPiNG TO BE SAVED. SEE SPECIFIC / 7 CENTER 14. EXISTING VEGETATION: MIX OF OPEN GRASSY AREAS AND CLUSTERS OF VARIOUS TREE , / r i / SPECIMENS. / /' TREE PROTECTION/SPECIFICATION / / 2 OIL f fj / WHERE NOTED. ' o 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 �:' SQUARE q`P� PRESSURE. WASH WATER MUST BE CARRIED AWAY FROM THE ENTRANCE TO AN ' ! / ' MALL APPROVED SETTLING AREA TO REMOVE SEDIMENT. ALL SEDIMENT SHALL BE PREVENTED FROM ENTERING STORM DRAINS, DITCHES, OR WATERCOURSES. 3 16. TEMPORARY DIVERSION DIKE IS TO BE INSTALLED 2 FEET FROM THE TOP OF SLOPE AND NOTE: MADE TO DRAIN TO THE BASIN OR OTHER APPROVED ESC STRUCTURE AT THE END OF NOTE: THE TWO MOST CRITICAL EROSION CONTROL MEASURES EACH DAY, THE TEMPORARY DIVERSION DIKE MUST REMAIN IN PLACE UNTIL THE AREA SLOPE STABILIZATION GREEN D-S75 MATTING MANUFACTURER ARE THE TEMPORARY DIVERSION DIKE ALONG THE IS STABILIZED AND/OR THE ALBEMARLE COUNTY ESC OFFICER APPROVES REMOVAL, SHALL BE NORTHH AMERICAN (1.800.772,2040) OR EQUAL WESTERN BOUNDARY AND THE SEDIMENT TRAP INCLUDING 17. SILT FENCE SHALL BE MAINTAINED UNTIL SITE IS STABILIZED AND/OR THE ALBEMARLE THE OUTFALL STRUCTURE AND PIPE. CONTRACTOR TO COUNTY ESC OFFICER APPROVES REMOVAL, INSTALL TEMPORARY DIVERSION DIKE FIRST AND THEN IMMEDIATELY BEGIN CONSTRUCTION OF SEDIMENT TRAP. 18. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE AND ALL COORDINATE ALL EROSION CONTROL MEASURE INSTALLATION EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF WITH ALBEMARLE COUNTY EROSION CONTROL OFFICER. Scale 1"=20' Contour Intervalz2' ANY LOT, 19. ALL ENTRANCES EXCEPT FOR THE APPROVED CONSTRUCTION ENTRANCE SHALL BE THIS SHEET FOR EROSION A N D BLOCKED IS SUCH A MANNER AS TO NOT ALLOW ACCESS TO THE SITE, SEDIMENT CONTROL PURPOSES ONLY 0 20 40 80 McKEE CARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 East High Street Chariottesvile, VA 22902 434-979-7522 www,mckeecar 3on.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.: I i z%zda_�, DRAINAGE SWALE 3" BM-2 ASPHALT DIRECTS FLOW TOP COURSE TO SEDIMENT 70' MIN. BASIN EXISTING 2% 2% PAVEMENT 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 Al_ 2%. A EXISTING PAVEMENT j B POSITIVE DRAINAGE TO SEDIMENT *MUST EXTEND FULL WIDTH TRAPPING DEVICE OF INGRESS AND EGRESS OPERATION PLAN VIEW 12' MIN. 1 IL_ 1 L-11 CLOTH SECTION B-B 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, PAVED CONSTRUCTION ENTRANCE _ XD-001 GRAVEL FILTER " RUNOFF WATER WIRE MESH FILTERED WATER p A a I F 4 r [T v a SEDIMENT ill LI 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. GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE, GRAVEL CURS INLET SEDIMENT FILTER XD-004 PLAN AND SECTION N,T•S, DETAIL N.T.S. 1. SET THE STAKES, WMAX, FLOW 3. STAPLE FILTER MATERIAL TO STAKES AND EXTEND IT INTO THE TRENCH. 2. EXCAVATE A 4"X 4" TRENCH UPSLOPE ALONG THE LINE )F STAKES. 1 r 4 r, 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. II! FLOW G i SHEET FLOW INSTALLATION_ (PERSPECTIVE VIEW) POINTS A SHOULD BE HIGHER THAN POINT B. DRAINAGEWAY INSTALLATION (FRONT ELEVATION) SILT FENCE (WITHOUT WIRE SUPPORT) XD-009 DETAIL N.T.S. 1711 1 01 nr-)C SOURCE VA. DSWC DDSECTION TEMPORARY FILL DIVERSION XD-026 N.T.S. MINIMUM TOP WIDTH (W) REQUIRED FOR SEDIMENT TRAP EMBANKMENTS ACCORDING TO HEIGHT OF EMBANKMENT (FEET) H Ho W � .� W 1.5 0.5 2.0 2.0 1.0 2.0 2.5 1.5 2.5 _---------- 3.0 2.0 2.5 H 3.5 2.5 3.0 H 4.0 3.0 3.0 ° 4.5 3.5 4.0 ORIGINAL 5.0 4.0 4.5 GROUND ELEV. I -I_ -I I I -I I I -I I I;, EXCAVATED AREA I I=1 ICI 1 1 MAX. DEPTH = 4' sT TEMPORARY SEDIMENT TRAP DIMENSIONS XD-007 DETAIL N.T.S. \ 0 / O DOZER TREADS CREATE GROOVES PERPENDICULAR TO THE SLOPE. SOURCE: MICHIGAN SOIL EROSION AND SEDIMENTATION G / SURFACE ROUGHENING XD-022 •, r •1.'I�► 4 ... 1r 47 , G FILTERED WIRE MESH SEDIMENTWATER APPLICATIONSPECIFIC METHODTHIS OF PROTECTION IS APPLICABLEHEAVY• .. D FLOWS EXPECTED BUT NOTPONDING AROUND CAUSE EXCESSIVE INCONVENIENCE OR DAMAGE TO ADJACENT . . AND UNPROTECTED AREAS. GRAVEL SHALL BE VDOT #3, #367 OR #6 COARSE AGGREGATE GRAVEL AND WIRE MESH M , • • • INLET SEDIMENT FILTER _ LIM FEP DE_ PR( DETAIL N.T.S. COMPACTED SOIL EROSION CONTROL FABRIC VDOT ST'D, EC-3 18" MIN.t�����r�;F�r?4�=���� FLOW I�---4.5' MIN.- TEMPORARY DIVERSION ,DIKE DETAIL FENCE CORRECT METHODS OF TREE FENCING XD-006 N.T.S. CORRECT TRUNK ARMORING TRIANGULAR BOARD FENCE Source: Va. DSCW TREE PROTECTION AND PRESERVATION FENCING XD-oz, DETAIL N.T.S. % DETAIL N.T.S. SOIL STABILIZATION MATTING SHALL BE USED IN CON AT OUTLET END OF\ IPE \ \� ` ENTRENCH EDGES _I 1 ION 6„_8,, \V TRANSVERSE ri� ---- OPEN CHECK SLOT SOURCE: VDOT ROAD AND BRIDGE STANDARDS Y' SOIL STASILIZATIOI�J NIATTING INSTALLATION XD.025 RECOMMENDATION CHECK SLOTS TO BE CONSTRUCTED AS PER MANFACTURERS /%� TRANSVERSE C OS D CHECK SL FL 1'_2„ F L 0 - -- TYPICAL TREATMENT - 2 SCALE FILL SLOPE SECTION SOIL STABILIZATION MATS SHOULD BE INSTALLED VERTICALLY DOWNSLOPE FOR BEST RESULTS. "°~ NOTE; SLOPE SURFACE ` rev SHALL BE SMOOTH AND FREE OF ROCKS, LUMPS OF DIRT, GRASS AND STICKS. MAT SHALL 5 ® LAT ON SURFACED E OR 9 PROPER SOIL CONTACT. i �/< ® L pa�QuQQ 21 ® ObFR &,, r DIRT SHALL BE TAMPERED PRIOR TO LAYING TOP LAP OVER TOE BERM MAINTAIN SLOPE ANGLE TRENCH INTO BERM AND PROGRESS DOWNSLOPE SLOPE LINING (WET SLOPE) TOP OF SLOPE LINING CUT SLOPE (DRY SLOPE) TREATMENT -2 POLYPROPELYENE NON -WOVEN (NEEDLE PUNCHED) pTH 2 GEOTEXTILE FILTER F`��ER �E SOUQv�E�l TREATMENT - 2 CLOTH (BEHIND �: A60 DER lA TREATMENT - 2) OF BOTTOM OF SOIL FILL SLOPE WA`ER tAO�E „ � I BOTTOM OF 4 OR SHOULDER BOTTOM OF CUT SLOPE BREAK POINT CUT SLOPE SOURCE: VOOT ROAD AND BRIDGE STANDARDS SOIL STABILIZATION MATTING SLOPE INSTALLATION XD-D24 DETAIL N.T.S. MCKEE CARsON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 East Nigh Street Charlottesville, VA 22902 434-979-7522 www.mokeecarson.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 �i 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. TIN F .AEIL 6 ' 1 2 1 PTEM AD DWSRA EMNL y.f fit. rT � (J) Revisions: 1.09/13/02 CO/ACSA COMMENTS 2.10/24/02 CO/ARB COMMENTS Scale: AS sxowN Date: 07/24/02 Project No.: 9923 Designed: SWE Checked: MEK