The URL can be used to link to this page

Home My WebLink AboutSDP200800128 Plan - Other (not approved) 2008-12-05SIEG WAREHOUSE PARKING ADDITION BUILDING NO: BLD 1 693 LONG TERM ACUTE CARE HOSPITAL (LTACH) STAFF PARKING ALB EMARLE (COUNTY, VIRGINIA FINAL SITE DEVELOPMENT PLAN Original Submission: 1 1 August 2008 pp V 6 OVERALL EXISTING PARKING PLAN 1 . r jjj -. CSXR iULROAD 24S ES 1J l • l/ 253 SPACES I PIT > ROUTE 250 t. N O ,..te N cQ SIEG WAREHOUSE PARKING ADDITION BUILDING NO: BLD 1 693 LONG TERM ACUTE CARE HOSPITAL (LTACH) STAFF PARKING ALB EMARLE (COUNTY, VIRGINIA FINAL SITE DEVELOPMENT PLAN Original Submission: 1 1 August 2008 pp V 6 OVERALL EXISTING PARKING PLAN 1 . r jjj -. CSXR iULROAD 24S ES 1J l • l/ 253 SPACES I PIT > ROUTE 250 t. N r 10 SPACES Y •l j E ,1 1 1 ! 1 = i I ffl 0 r S 22 SPACES TMP 59-23C U n AP PR0VALS DEPARTMENT OF COMMUNITY DEVELOIPMENT PLANNER /ZONING ENGINEER INSPECTIONS ARCHITECTURAL REVIEW BOARW DEPARTMENT OF FIRE AND RESCUE ALBEMARLE COUNTY SERVICE AUTHOFRITY VIRGINIA DEPARTMENT OF TRANSPORTTATION HEALTH DEPARTMENT McKEECARSON LANDSCAPE ARCHITECTS - CIVIL ENGINEERS - LAND PLANNERS 30)1 EAST HIGH STREET CHARLOTTESVILLE, VIRGINIA 22902 434 - 979 -7522 TMP 59 -23C ! iCO r 10 SPACES Y •l j E ,1 1 1 ! 1 = i I ffl 0 r S 22 SPACES TMP 59-23C U n AP PR0VALS DEPARTMENT OF COMMUNITY DEVELOIPMENT PLANNER /ZONING ENGINEER INSPECTIONS ARCHITECTURAL REVIEW BOARW DEPARTMENT OF FIRE AND RESCUE ALBEMARLE COUNTY SERVICE AUTHOFRITY VIRGINIA DEPARTMENT OF TRANSPORTTATION HEALTH DEPARTMENT McKEECARSON LANDSCAPE ARCHITECTS - CIVIL ENGINEERS - LAND PLANNERS 30)1 EAST HIGH STREET CHARLOTTESVILLE, VIRGINIA 22902 434 - 979 -7522 Vicinitv Map Standards and Specifications 1. VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD AND BRIDGE SPECIFICATIONS, DATED 2001. 2. VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION, DIVISION OF SOIL AND WATER CONSERVATION, VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, THIRD EDITION, 1992. 3. ALBEMARLE COUNTY SERVICE AUTHORITY, GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, ADOPTED JANUARY 15, 2001. 4. VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION, DIVISION OF SOILAND WATER CONSERVATION, VIRGINIA STORMWATER MANAGEMENT HANDBOOK, FIRST EDITION, 1999. General Contractor Notes 1. THE CONTRACTOR SHALL VERIFY THE PROPOSED LAYOUT WITH ITS RELATIONSHIP TO THE EXISTING SITE SURVEY. THE CONTRACTOR SHALLALSO VERIFY ALL DIMENSIONS, SITE CONDITIONS, AND MATERIAL SPECIFICATIONS AND SHALL NOTIFY THE OWNER AND ENGINEER OF ANY ERRORS, OMISSIONS OR DISCREPANCIES BEFORE COMMENCING OR PROCEEDING WITH WORK. 2. DEVIATIONS FROM, OR CHANGES TO THESE PLANS WILL NOT BE ALLOWED UNLESS APPROVED BY THE ENGINEER. TOR SHALL PERFORM ALL WORK USING THE DIMENSIONS SHOWN ON THESE PLANS. THE3. THE CONTRAC CONTRACTOR SHALL NOT USE SCALES, MEASURING DEVICES TOMAPWHEELOROEASUGDIVIDERS, SERULERSDSS, , DETERMINE SPATIAL RELATIONSHIPS ON THESE DRAWINGS. 4. AN APPROVED SET OF PLANS AND ALLAPPLICABLE PERMITS MUST BE MAINTAINED AND MADE AVAILABLE AT THE CONSTRUCTION SITE BY THE CONTRACTOR. 5. PARKING FOR THE CONTRACTOR'S VEHICLES SHALL BE COORDINATED THROUGH THE OWNER. PARKING FOR EMPLOYEE VEHICLES WILL BE ACCOMMODATED AT THE SITE. 6. THE CONTRACTORAGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALLAPPLY CONTINUOUSLYAND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE NE TI WITH THEDALLEGEINCONCONLIABILITYREALANOEDENGINEERHARMLESSFROMANYANDALL , PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM 'THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER". 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS, INSPECTIONS, BONDS AND OTHER APPROVAL RELATED ITEMS IN ACCORDANCE WITH LOCAL AND STATE POLICY. 8. THE CONTRACTOR'S WORK SCHEDULE SHALL BE COORDINATED WITH THE OWNER AND THE BUILDING CONTRACTOR. 9. THIS PLAN DOES NOT GUARANTEE THE EXISTENCE OR NON - EXISTENCE OF UNDERGROUND UTILITIES. PRIOR TO ANY CONSTRUCTION OR EXCAVATION, THE CONTRACTOR SHALL VERIFY THE EXISTENCE AND LOCATION OF, OR THE NON - EXISTENCE OF, UNDERGROUND UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING 'MISS UTILITY' (1- 800-552 -7001) ATLEAST 72 HOURS PRIOR TO ANY EXCAVATION ACTIVITY ON SITE. 10. CONTRACTOR SHALL SUBMIT COMPLETE EXCAVATION PERMIT APPLICATION FORM TO UNIVERSITY OF VIRGINIA UTILITIES DEPARTMENT WITHIN 2 HOURS OF CALLING MISS UTILITY. EXCAVATIONS AND LOCATE EXISTING SUFFICIENTLYNUTILITIESSU11. THE CONTRACTOR SHALL MAKE EXPLORATORY G AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF NECESSARY. 12. THE EXISTENCE AND /OR LOCATION OF UTILITIES SHOWN ON THESE PLANS MAY BE ONLY APPROXIMATELY CORRECT AND THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN HEREON AND ANY OTHER EXISTING UTILITIES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING, AT HIS EXPENSE, ANY EXISTING UTILITIES DAMAGED DURING CONSTRUCTION. IF A UTILITY IS DAMAGED DURING CONSTRUCTION, STOP WORK IMMEDIATELYAND NOTIFY THE ENGINEER. 14. RELOCATION OF ANY EXISTING UTILITIES NOT INCLUDED IN THE SURVEY OF EXISTING CONDITIONS, SHALL BE AT THE OWNER'S EXPENSE AND COMPLETED WITH THE SITE WORK. THE OWNER SHALL BE NOTIFIED AS TO THE RELOCATIONS REQUIRED PRIOR TO THE START OF CONSTRUCTION. 15. THE CONTRACTOR SHALLADEQUATELY PROTECT EQUIPMENT, MATERIALS, AND COMPLETED WORK FROM THEFT AND VANDALISM. THE OWNER IS NOT RESPONSIBLE FOR THE LOSS OF ANY MATERIAL STORED AT THE SITE. 16. ANY DAMAGE TO EXISTING PHYSICAL FEATURES (WALKS, LIGHTS, CURBS, PLANTS, ETC.) SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. REPAIRS OR REPLACEMENTS SHALL BE MADE AS NECESSARY AT NO COST TO THE OWNER. 17. ALL TURF AREAS THATARE IMPACTED OR DISTURBED BY CONTRACTOR VEHICLES, EQUIPMENT, OR ACTIVITY SHALL BE REPAIRED, REGRADED, AND RESEEDED. 18. THE POWER COMPANY WILL PERFORM ITS OWN SITE WORK UP TO AND INCLUDING THE CONNECTION TO THE ELECTRIC METERS THATARE MOUNTED ON THE BUILDINGS ATA SINGLE LOCATION. THE TELEPHONEAND CABLE TV COMPANIES WILL PERFORM THEIR OWN SITE WORK UP TO A SINGLE BOX ON EACH BUILDING. Context Map NTS PROPOSED LTACH BUILDING ON TMP 59 -23131 EXISTING MAINTENANCE FACILITY WITH PROPOSED PARKING N TMP 59 -23D, 23F AND 23C1 IVY ROAD /ROUTE 250 Ili TMP 59 -23C PROPOSED PEDESTRIAN CONNECTION Purpose of Final Site Plan Amendm 1. THE PURPOSE AND INTENT OF THIS APPLICATION IS TO PROVIDE SUFFICIENT STAFF PARKING FOR THE PROPOSED LTACH FACILITY ON TMP 59 -23B1 , NORTHRIDGE OFFICE BUILDING ON TMP 59 -23B, AND THE EXISTING MAINTENANCE FACILITY ON TMP 59 -23D, 23F AND 23C1 AS ILLUSTRATED IN CONTEXT MAP - OUSTING FACILITY IS TO REMAIN IN TACTAND FUNCTION. SEE COVER SHEET, PARKING STUDY AND LAYOUT PLAN FOR ADDITIONAL DETAILS. 2. SITE PLAN FOR PROPOSED PARKING ON OTHER TAX MAP PARCELS WILL BE PART OF THE FINAL SITE PLAN WHICH IS MADE TO ACCOMPANY THE LTACH APPLICATION PREPARED BY TIMMONS GROUP AND SUBMITTED UNDER SEPARATE COVER. 3. THE PARKING LOTS SHOWN IN THE EXHIBIT ON THE COVER SHEET WILL BE CONTROLLED IN A MANNER THAT IS CONSISTENT WITH THE PROCEDURE'S ALREADY ESTABLISHED IN THE UNIVERSITY PARKING LOTS. SIGNS SHALL DESIGNATE PATIENTNISITOR PARKING AND STAFF PARKING AREAS. THE NORTHRIDGE PARKING LOT WILL HAVE THREE HOUR PATIENTNISITOR PARKING. THE STAFF FROM LTACH, NORTHRIDGE, SIEG, MOSER CLINIC AND KIRTLEY OFFICE BUILDING WILL HAVE A HAND TAGS TO HANG FROM THE MIRROR OF THE CAR. International Fire Code(IFC) Notes 1. IFC 1404.1 -SMOKING TO BE ALLOWED IN ONLY DESIGNATED SPACES WITH PROPER RECEPTACLES. 2. IFC 1404.2 -WASTE DISPOSAL OF COMBUSTIBLE DEBRIS SHALL BE REMOVED FROM THE BUILDING AT THE END OF EACH WORKDAY. 3. IFC 1410.1 ACCESS TO THE BUILDING DURING DEMOLITION AND CONSTRUCTION SHALL BE MAINTAINED. 4. IFC 1404.6 - CUTTING AND WELDING. OPERATIONS INVOLVING THE USE OF CUTTING AND WELDING SHALL BE FIRE DE ADDRESSING WELDINGINTERNATIONALRECOSSGG ANDRFTHETEWITHCHAPTER26O ,IN ACCORDANCERDANCE CDONECC , HOTWORK OPERATIONS. 5. IFC 1414.1 -FIRE EXTINGUISHERS SHALL BE PROVIDED WITH NOT LESS THAN ONE APPROVED PORTABLE FIRE EXTINGUISHER AT EACH STAIRWAY ON ALL FLOOR LEVELS WHERE COMBUSTIBLE MATERIALS HAVE ACCUMULATED. OR DEMOLITIONPROVIDEDTALLCONSTRUCTIONTINHALLBEPRO0FORFIGHTINGREQUIREDVEHICLEACCESSQU SITES. VEHICLE ACCESS SHALL BE PROVIDED TO WITHIN 100 FEET OF TEMPORARY OR PERMANENT FIRE DEPARTMENT CONNECTIONS. VEHICLE ACCESS SHALL BE PROVIDED BY EITHER TEMPORARY OR PERMANENT ROADS, CAPABLE OF SUPPORTING VEHICLE LOADING UNDER ALL WEATHER CONDITIONS. VEHICLE ACCESS SHALL BE MAINTAINED UNTIL PERMANENT FIRE APPARATUS ACCESS ROADS ARE AVAILABLE. General Construction Notes for Site Plans 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT -OF -WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEERING, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 10. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE CONSTRUCTION LIMITS OF PAVED AREAS. 11. CONSTRUCTION DEBRIS SHALL BE CONTAINERIZED IN ACCORDANCE WITH THE VIRGINIA LITTER CONTROL ACT. NO LESS THAN ONE UTTER RECEPTACLE SHALL BE PROVIDED AT THE CONSTRUCTION SITE. 12. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE PAVEMENT SUBGRADE, CBR TESTS SHALL BE PERFORMED ON THE SUBGRADE SOIL. IF A SUBGRADE SOIL SUPPORT VALUE OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE ENGINEER. 13. ALL PAVEMENT MARKINGS TO BE REFLECTORIZED. ALL PAVEMENT MARKINGS SHALL MEET THE LATEST VDOT SPECIFICATIONS AND SHALL BE IN ACCORDANCE WITH (MANUAL ON UNIFORM TRAFFIC DEVICES (MUTCD) STANDARDS, LATEST EDITION. 14. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE CITY TRAFFIC ENGINEER, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENTACCESS. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM TO THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION. 15. ALL SITE SIGNAGE MUST BE APPROVED SEPARATELY, PRIOR TO CONSTRUCTION BY THE ALBEMARLE COUNTY OR CITY OF CHARLOTTESVILLE ZONING DEPARTMENT. Site Clearina Notes 1. CUT AND FILL SLOPES MAY NOT BE EXPOSED FOLLOWING COMPLETION OF CONSTRUCTION. 2. NO CHANGE IN NATURAL OR EXISTING DRAINAGE PATTERNS FOR SURFACE WATERS SHALL BE MADE UPON ANY LOT THAT COULD ADVERSELY AFFECT THE OWNER OF ANOTHER LOT. 3. EXCESS EXCAVATED MATERIAL OR MATERIAL UNSUITABLE FOR FILLING OR GRADING OPERATIONS, MISCELLANEOUS REFUSE OR OTHER ITEMS INDICATED TO BE REMOVED, SHALL BE DISPOSED OF OFF- SITE IN COMPLIANCE WITH LOCAL CODES AND ORDINANCES. 4.CONTRACTOR TO COORDINATE ALL UTILITY LINE ADJUSTMENTS WITH SERVICE PROVIDERS. 5. WATER SANITARY SEWSR, ELECTRIC, TELEPHONE AND CABLE TV SERVICE SHALL BE MAINTAINED, OR INTERRUPTIONS OTHERWISE COORDINATED WITH OWNER, TENANTS, ASSOCIATED AGENCIES AND SERVICE PROVIDERS. 6. CONTRACTOR TO DETERMINE, THROUGH THE OWNER, THE STATUS OF POTABLE WATER SUPPLY TO EXISTING STRUCTURES AND COORDINATE ANY TRANSITION BETWEEN EXISTING AND PROPOSED SYSTEMS. Field Notes Site,i Specifics 1. ALL SITE SIGNAGE MUST BE APPROVED SEPARATELY, PRIOR TO CONSTRUCTION BY THE ALBEMARLE COUNTY ZONING DEPARTMENT. 2. A WAIVER REQUEST HAS BEEN SUBMITTED WITH REGARDS TO THE LIMITATION ON THE MAXIMUM NUMBER OF PARKING SPACES. 3. A CRITICAL SLOPES WAIVER FOR TMP REQUEST HAS BEEN SUBMITTED ALONG WITH THE LTACH SITE PLAN SiDP200800052 LTACH ON JUN 24, 2008. 4. ITHE PROPOSED CONNECTOR ROAD SHOULD BE REVIEWED AS PART OF THIS SITE PLAN. Site Data Sheet List SHEETS FROM MCKEECARSON: sheet 01 COVER SHEET sheet 02 PROJECT DATA sheet 03 EXISTING CONDITIONS & DEMOLITION PLAN sheet 04 EROSION AND SEDIMENT CONTROL PLAN sheet 05 LAYOUT AND DIMENSION PLAN sheet 06 GRADING AND UTILITIES PLAN sheet 07 LANDSCAPE PLAN sheet 08 LIGHTING AND PHOTOMETRIC PLAN sheet 09 EROSION AND SEDIMENT CONTROL DETAILS sheet 10 SITE DETAILS sheet 11 UTILITIES DETAILS & PROFILES AND ESC DETAILS sheet 12 LANDSCAPE DETAILS sheet 13 LIGHTING DETAILS sheet 14 LIGHTING DETAILS Legend /Abbreviations I -_ - -- -- __ _ _ -_ __ __ _ _ NAME OF DEVELOPMENT SIEG WAREHOUSE ITEM RBM EXISTING o PROPOSED OWVNER /DEVELOPER RECTORS AND VISITORS OF BENCH MARK 1 UNIVERSITY OF VIRGINIA,PROPERTY I RIGHT -OFWAY LINE PO BOX 400726,SETBACK LINE j CHARLOTTESVILLE, VA -22904 i CONTOUR PLAN PREPARER cKE CARSON 434 - 979 -7522ME ( )INDEX CONTOU R 70 301 EAST HIGH STREET, i BUILDING O C 1. __ .______. Q CHARLOTTESVILLE, VA 22902 PAVEMENT L-------- 1-- _- NORTH RIDGE SITE PLAN TIMMONS GROUP 1------------ _ - - - -- __._- _ - - - -- _- WATER MAIN l-1-1-l-1- -- - W W - I _. - .._. -. - - -- _ -- - -- _ ._. 919 2ND ST., S.E.WATER VALVE U h CHARLOTTESVILLE, VA 22902 SANITARY SEWER LINE S S - U 1-----------.-----------. 434.327.1684 STORM SEWER It - -_. _ -. Ir_ ::_ 1r..:. -: -1_ __ TAX MAP PARCEL TMP 59 -23D; TMP 59 -23F; TMP 59 -23C1 INLET i LOD O SIITE ACREAGE 2.92 ACRES I ! MANHOLE mw.. - =:.* I- _ .- _._---- _______ ___ Z(DNING L -1 (LIGHT INDUSTRIAL)TELEPHONE PEDESTAL EXISTING USE WAREHOUSE EASEMENT t METAL WAREHOUSE ON TMP 23D:8856 SF BITUMINOUS PAVEMENTS z METAL WAREHOUSE ON TMP 23D:13754 SF CONCRETE PAVEMENT L--.-.-------------- - _.. _ . - -- -_ _ -- PFROPOSED USE PARKING FOR LTACH STAFF (USE)i CURB L- _-_- _._... _.____.-_ ._-- -.- -- -- _-____._.._ _____ SEETBACKS BUILDING IS EXISTING; SIDE -NA; REAR -NA CURB WITH GUTTER i ADJACENT TO PUBLIC STREETS:GAS LINE G -G-i iz G G - 1-.--.-- _ _ - _ _... _.-- - -._ . _ _ _. .._ ._..___._ DRAINAGE AREA DELINEATION I---,----.-.---,, 50' BUILDING & 10' PARKING i_- DA ADJACENT TO RESIDENTIAL OR RURAL DISTICTS: I ; STREAM i 50' BUILDING & 30' PARKING I RIP RAP MIAGISTERIAL DISTRICT SAMUEL MILLER I STORM DRAIN IDENTIFIER I A-6 CCOLINTY AND STATE ALBEMARLE, VIRGINIA SANITARY SEWER IDENTIFIER fi H -- 1----- - ALDJACENT TAX MAP PARCEL TMP 60 -E21, TMP 60E1C1, TMP 59 -23D,UNDERGROUND ELECTRIC LINE UGE UGE -UGE UGE - TMP 59 -2313, ROUTE 250 ROW i OVERHEAD ELECTRIC LINE OHE OHE -OHE OHE - ALDJACENT PARCEL ZONES i ----- TMP 59 -23D &TMP 59 -23B : LIGHT INDUSTRIAL UNDERGROUND TELEPHONE LINE UGT UGT -UGT UGT -' TMP 60 -E21 & TMP 60E1 C1: RURAL OVERHEAD TELEPHONE LINE OHT OHT - i- OHT OHT , MAAX. ACREAGE OCCUPIED BY EACH USE NOT APPLICABLE REINFORCED CONCRETE PIPE RCP RCP MAAX. NUMBER OF DWELLING UNITS NOT APPLICABLE FIRE HYDRANT I FH 1-------.1---------- ____- -_.__- _ FH i_ GIROSS RESIDENTIAL DENSITY NOT APPLICABLE YARD DRAIN i i - - - - - -- TC j TCSCQUAREFOOTAGEOFRECREATIONALAREANOTAPPLICABLEiTOPOFCURB PPERCENTAGE AND ACREAGE OF OPEN SPACE 22% AND 0 55 ACRES BOTTOM OF CURB BC BC MAAX. IMPERVIOUS COVER 1.86 ACRES LOW POINT i... _.____ - _-- - -. LP LP , M1AX. SQUARE FOOTAGE OF COMMERCIAL USES !NOT APPLICABLE DROP INLET D/DI MAAX. SQUARE FOOTAGE OF INDUSTRIAL USES !NOT APPLICABLE CLEAN OUT FLLOOR AREA RATIO (IF INDUSTRIAL)NOT APPLICABLE WATT =R METER WM L(OTAREA COVERAGE (IF INDUSTRIAL)NOT APPLICABLE TOP OF THE STAIRS i TS i MAAX. NUMBER OF EMPLOYEES 23 EMPLOYEES BOTTOM OF THE STAIRS i BS M1AX. BUILDING HEIGHT 26 'i I ± TOP OF THE WALL 7W TW BOTTOM OF THE WALL 1 - g BW L ---------.------..---.- - - - - - -- - - - - -- - - - - - - -- - - - - - -- i - - - -- McKee Carson and Field Sport Concepts, Ltd. reserve their common law copyright and other property rights in these drawings. An iaeas, aesigns, secTlons, aeraia ana plans are Tne property oT mcRee c.arson ana vela apo" k.oncepTs, LTa. Inese plans are nor To Oe TUFPFOaucea, cnarngeo, cx copes Il l ur ly lUlli VI Il Div, w, iumicrVu,, , nn uiv ,,,Q w uw u33q K7U ,V u „y n mu pul will Iwi nui UuiUn m ry it iv melba prrnIu,Nw i ui lu t:Ln 1=1 n Ui will iai ,v,s,naes %,uAwI I uI neau .3 v" 1 wi lf-cNu, uu. F -- %%- CSX RAILROAD TMP McKEECARSON LANDSCAPE ARCHITECTS CONSULTING ENGINEEIRS LAND PLANNERS 301 East High Street Charlottesville, VA 2290 p: 434 . 979 . 7522 f: 434 . 977 . 1 194 www.mckeecarson.com O ,NLTH Op GjI4 #Ott " c O B 9'. ESH K. TIWARI Lic. No.. 043868 oO ,,,i np ti DNAL - - REFERENCES: NORTH RIDGE SITE PLAN SDP- 2008 - 001301: TIMMONS GROUT' CONSOLIDATED PLAT: THOMAS LINCOLN SURVEYORS Z SRK o RBM I SCALE o DATE z PROJECT 0810 NZ IIIIIIIIIIII Q IIIIIIIIIIII in 0- in w Q Q 0 C), 2 U O C F- Z . a Q w W O J T V) 9w 1 Q Q Q m I CL O CL cn O 0 W Z O U h U 2 N Z w w a U N IaC m w 0 IQ- W 1-Q C9 U a Q 3:Ex 0 w 1- D W z O V) REVISIONS 10 -03-08: COUNTY COMMENTS 11-24-08: COUNTY24O8: COU T COMMEN DESIGNED SRK CHECKED RBM I SCALE NA DATE 07/I28/OS PROJECT 0810 SHEET NUMBER 02 OF 13 05.99\Oy Oy Existing Condition Notes X8 1. DATUM: NAVD 88 VERTICAL DATUM NOTE. BUILDING CORNER ENCROACHES 3. BOUNDARY, O'S 2. CONTRACTOR TO CONTACT LANDSCAPE ARCHITECT /ENGINEER 24 HOURS PRIOR TOI [, 0.08'0 VER PROPERTYL /NE F CS ` CS)CLEARING DRAINFIELD AREA ON SOUTHERN PARCEL TO SCHEDULE AN ON -SITE REVIEW SpORTgTIO OF SPECIMEN TREES TO BE SAVED IN THIS AREA. CI C F N.IIVC 618 {12 1750 h ARly/NG TA TOPOGRAPHIC AND PHYSICAL SURVEYS BY THOMAS B. LINCOLN LAND SURVEYOR,DUM STER I \ I ti $04 4s TON CO CHARLOTTESVILLE VA ON JANUARY 15 2007 REVISED: JANUARY 25 2007 TPAD u ! I ` { , 1 043 " o \\ ZONNGI. R1jPA UNTRY C 33 , I \ \ ! I{ I 1 I 56344E iq- lg7z' LVB 4. BENCH MARK IS IRON AND CAP STAMPED #131 ELEVATION 610.80. l { I{ I 111.44' A= 22.95'VE OESE NT fBR 4Phww T =11.48IIIII _ yF 5. GREY AREAS REPRESENT CRITICAL SLOPES IN EXCESS OF 25 %.UP C-22.95' ')aP485, r 2 P/ fi5 I \ I CB =S64 °11'07 "E _ '`- 6. THE FOUR (4) DOGWOODS SHOWN BETWEEN LOADING DOCKS ARE NOT SURVEYED AND ARE PLACED EXCEPT. F3 6 I }- -IN APPROXIMATE LOCATIONS. I \ TA= 0 °5728" _ I, 7. THE LOCATION OF EXISTING UNDERGROUND UTILITIES IS SHOWN IN AN APPROXIMATE WAY ONLY. UTILITIES ARE LOCATED USING UTILITY COMPANY LOCATIONS, CITY AND UNIVERSITY UTILITY MAPS24P1MII BR AND FIELD VERIFICATION. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL2023 I {, x;0,3,94 EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR I II \ 1 1606.72 - ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE R= VEPCO EASEMENT 1372 1 7T 8 ; N'S'F ¢0891 MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.D.B. 934 P. 475, 478 LAT BR EXCEPT. F3 I I I 1 \ \ C= 125.14` ° 16 F G>I FACEOFBU /LD /NG 1 24P/ I I I 1 605.30 EX /ST /NG 1 STORYBR/CKAND CB-S67 36 "E - - , UP 609.86 TC 620. \. I I I PROPERTYL /NE ° " - 621.86 \ \ \ 1 12$ t* VEPC EASEMENT ' METAL WAREHOUSE NOTE: LTA= 5 1329 - _ - '-Consolidated Plat Notes q Y )P) N I D.B. ' SF BUILDING ENCROACHES - ,O/xF1372.77 - \\ \ 1 1 ' P. 470,t73 PLAT 3.23' OVER PROPERTY LINE UGTBOX _, 5704 - _ OyETANKSI _ -- 1. TMP 59 -230 23F 23C1 AND FOLLY DRIVE EASEMENT WILL BE CONSOLIDATED59 \ \; 11 I III 1 W st I EXCEf \ P , 60.Qb T=28.5. -- _ _ , I F5 ARTY WALL C-57.04' - - _ _ - _ --_ _ ` INTO ONE SINGLE TAX MAP PARCEL FOR SIMPLIFIED REVIEW. L- OA9hVGDOGK - - - I P15TRR I I D.B. 1093 P.78 0 6B =S71 °0446 "E I - - I 1619t1j0 I 607q I I EXCEPT. F13 19 DELTA-2 °2251" 2. CONSOLIDATED PLAT AND APPLICATION WILL BE PREPARED BY THOMAS LINCOLN qypR4Mp- R I , o /RONFOUND _ _ ` ~ -- 1Q= 1372.77 SURVEYORS AND WILL BE SUBMITTED AT A LATER DATE UNDER SEPERATE COVER.J 631.59 { 1 I I V 1 , NO2 °13'10 "W 1.77' A= 25585 - TW BW ! I Q 60418 7-428.30_ _ 631.53 625 i ` J I 1 I \ I EXISTING 1 STORYBR/CKAND C-255.48 CB =S77 °53'15 "E so682 FF METAL WAREHOUSE ° " I 1 I / 609.66 FF O /L/WATER 13754 SF T CHI DELTA= 10 4043 General Demolition Notes I I I I X / 609.01 SEPERATOR 19 05900- 00- 00-023B0 2 I \ 4- \ 1. BEFORE BURNING, BLASTING, OR TRANSPORTATION OR STORAGE OF EXPLOSIVES, THE CONTRACTOR SHALL UNIVERSITY OF VIRGINIA 605.41 " 0 AI ALL REQUIRED PERMITS.1 HEALTH SERVICES t I I f ` L ZONE: L1 / o i TC f _ _ J 2. CONTRACTOR SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES IN THE AREA OF 1 6{03.27 - - -- - _ _ _ _ , _ _ _ _ =_ _ _ ° _ . - PROPOSED EXCAVATION OR BLASTING AT LEAST TWO WORKING DAYS, BUT NOT MORE THAN TEN WORKING100W/20II 1 DAYS, PRIOR TO COMMENCEMENT OF EXCAVATION OR DEMOLITION. v I I IS2 5b I I i a 609.43 H 1 502.7 3. EXCLUDED IS THE RELOCATION OF ANY UTILITIES NOT SPECIFICALLY NOTED TO BE REMOVED OR I{ I I I I I 1 I o 8DWM 68..95 TBR M 0 10AS o I ,/ RELOCATED. BC GCB' 7N 9 093 605.89 605.04T 4. NO PROTECTED PLANTS SHALL BE DAMAGED, DESTROYED OR REMOVED FROM ANY LOT. LANDSCAPE609ANA0690000 - 0M3C0 CONTRACTOR TO COORDINATE ALL ON - SITE TRANSPLANTING'S AND AREAS TO BE SAVED WITH LANDSCAPE FF T I P'T I TC RS OF THE ARCHITECT PRIOR TO CONSTRUCTION. CONTRACTOR TO REFER TO LANDSCAPE PLAN FOR SPECIFIC LOCATIONS 609.06 I I UNIVERSITY OF VIRGINIA OF ALL TRANSPLANTED MATERIAL. 65l8 I 1 I I ' 608 92 PROPANE THINK TO P /NE11 PROPANE TANK TO ; ZONE: COMMERCIAL 30'EASEMENT BEBURIED ,' T BERELOCr47E0 TO THE 5. EXISTING TREES NOT SHOWN ON SURVEY WILL BE FLAGGED FOR REMOVAL ON SITE. CONTRACTOR TO I { P TC608.98 "81 RTHOFPROPOSED 604.93 I ; . CO ORDINATE THIS WITH THE LANDSCAPE ARCHITECT ON SITE.D.B. 910 P. 461 T sI i I I I POPIM I =-BC NO D.B. 9103 P. 706 EXCEPT.S 1 6q6. 70 PA RK /NG LOT ; : " ,,'% 600 .8 6. THE CONTRACTOR SHALL CO- ORDINATE WITH THE LANDSCAPE ARCHITECT PRIOR TO STARTING DEMOLITION W D.B. 387 P. 18 EXCEPT. 8 U HP 11OASfOfIZ \ ACTIVITY TO TRANSPLANT TWELVE (12) CRYPTOMERIA JAPONICA (Japanese Cryptomena) TREES 1 6I (TOBEABANDONEDJ ,}$04061; , H ', / ;', 01.371{` , ON -SITE. THESE TREES ARE NOT IDENTIFIED IN THE SURVEY. I 1.!03 I \\ \s I HFATPUMP TO BE so41o, ° { 602.4 x,;I \, T 15P /NEI1, REL'LOCATED TD THE 1; : 1 - - .. I ° I I Z \ _ 60'8.02 NOW M OFPROPOSED 11; , I • co ; PAfRK/NGL0T 1 I TC General Demolition Notes 1 I I I I O ` / ! T 15PINEI15 I ,;601.38f BC CONC.I I I i BR \ I I I 607.63 o N 600.90 -1r I I I \ 609.09 GL I - TBR 5P /N5 ,' "' i - _ I - - TBR TREE/STRUCTURE TO BE REMOVED W s ;II , I J I F 607.48 TB 51 / _. 603.81 0 I I I I ! 1' O I 1 / Q / // ' ',' TC I , BC 1 BW ! I I I = I 1 / / ; ', ; I; 600 87 I 600.38 629.31`" 611.90 \ \ TBR /rBR OP /NE/18 / T 1 • BC II POWER LINE TO BE REMOVED I 157!#1151 o I II \ P I 625. 6 I I I ! \ \ 0 // 95 / ; / , b0 5 I 600.66 II eC 632.16 o I I I I I I \ \\ 1 ® WV I / i ' ° ' GL NOTE: ALL OF EXISTING PARKING IS TO BE DEMOLISHED. 1 I I I ! I \ I \ 1 Q780 / _ , BC T o 25 1 1 T . 47 1`I I I I I \ \ \ \s I I I / 1245 ' 600.21 ' BW . It 600.73 F . 28 I 32 / 0 I i I I Survey Abbreviations 15?RI 1 1I I I \ \ \ EXIST/ PARK /NG LOT \ \ .73 / sOf4 X17 / i TC 82573• I I \ \ MOL /SHED UP \ so11s I I I \ \ TO BE 1 s ' PLANTER WI ! I / / ` ! BC 54 S C I 601.08 P 6 / o Af4SONRYWA4L ? ES 7 / C I I I I { I 6N, \ TB B DW/20 % .80 VAR/BLEW /OTHPERMANNT I I { I \ \\ \ 1 .34 / 605.83 i UT/L/TYEASEMAFNT- I 6 / / 06 2199 P. 160, 185JI88PLAT I 1 ! I \ \ \\ \ 60 603.:518 / TO 6 . 7- I I i 613.46 1 TB 7.16/ / 600. •, ,I p 124SHMX35jCEP!TF6' f I i I I \ I T / TBF' ,.. CD.B. 2199, P. 151 159 I I , \ \ I YP/20 / / / l • ' 15A y 99.32 60062 \\ CEPt F4 1_i ' \ I - _6 I \ I I 607.61 Il l 2 "PEMCO MONITORING WELL X142 626 731 I 1 \ \ `' TO BEABANDONED SEE 12 VAC 2 C/35 x5910 WATERWORKS REGULATIONS 97D.B. 910 P. 46`1 PLAT j I I d-1 o`b, / 613.72 I / 1 1' ;; IIEXCEPT. F1 1 1 { II h! I \ I TBR 1 ° I Il / ! \\15P /N I I I I \ 612.0 \ I l 124SH 'V I / / i / 60054 I 154SH140 \ \i I 608.37 1 l " 59968 I I VEPCO EAS ENI VEPCO S ENT / / g \ % y / SO'BU/LD/NG SETBACKL /NE / o „ o \\ I PLA .397D.R. 1 1 P. 1 TDi392P. 399, PLAT I CEPF. / / l 11 I (BU / LD /NG E /STS ON T 1L9775146597.75 I ' EXC PT. F.1 I / - t- -L -i- / r l I F ° \` l ARV I l M n ti 62 TOP I4.20 1 ! ! 61 .Ol / ! I / f 605.86 / /_ 602.6 `J 599.66I - I FIRE / / I WM P /ONI _ - - - - `- - W - A- -W- W 595.65', W - - 7 - - W- - W - I - - W- - w- . - - w- - ` w - - W -I - w- - w- - w - - w -- - 4 w- - -- w- - 12 " DIP - - w - - w- - i 30 " / / / - -S 614.97 1 TCI' / ! _ - - g ' / S = r-- 5--- - - - - -{- - S - - - S - - - S - - - - - - S - - / 30'ACSA' 4SEMEN S - S 7 - - S - }-- - S -, -- T a `._ \ _ _ ' BC 49 PP I { f 609.41 1 - lT PLAT f 605 55 / i / -- \ - /F 597.09/ / 49.54' { // D.B. 904 P. 204, 207PLATIN84 ° 1346'7N82.3T I EXCEPT. F6, F14 / _ _ - 2a CMPi1 °1357 "W ° _, - - - / 6z'129 by _ I BENCHMARK /S /F TEC IF hVWN / 61 61582 r IRONAND { TEL PED N85 °18V7"W / / ' /''592.82 f- 612.27 CAP STAMkD #131 PE0 \25.74 605.47 l ( f 599.19 - - ---VARIABLE W /071 y INGRESS y------------- - - - -- - -- ELEVATION _x: - 6'j - - - - - = =- =B EGRESS EASEMENT T X61773 608.09 -- - - - _ WPO SUFFER 597, 63 D.B. 1211 P. 343PLATVEPCOR. WFOR GUY 612.41 = - - - R2824.40' 604.20 STUBANDANCHOR __ - ------------ - - - - -- - EXCEPT. F14d'" D, B. 288 P. 488 A =193.55' scale: 1" = 20' contour interval 2' EXCEPT. F3 T=96.81' C =193.51' U.S. ROUTE 250 CBN87°4023"W 0 20 40 80 DELTA= 3 °5535" McKee Carson and Field Sport Concepts, Ltd. reserve their 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. McKEECARSON LANDSCAPE ARCHITECTS CONSULTING ENGINEERS' LAND PLANNERS 301 East High Street Charlottesville, VA 22902 p: 434. 979. 7522 f: 434. 977. 1 194 www.mckeecarson.com REFERENCES: NORTH RIDGE SITE PLAN DP-2008-00130):GROUP CONSOLIDATED PLAT: THOMAS LINCOLN SURVEYORS H r'W P, 109 0 Z W h O W I= I M 0. So 0 0 co O z Z 0 ca 0 z z' a-J ILL. a' z O N - F - U . Q 1 J QQ +. F- C z 0- Q n 0 O U Z w 0 oe O F-- Q E QUNz w - O Q U Q w V) 0 z O J REVISIONS 10- 03-08: COUNTY COMMENTS 11- 24-08: COUNTY COMMENTS DESIGNED OTHERS CHECKED ROM SCALE 1 " =210' DATE 08/1 1/08 PROJECT 08 SHEET NUMBER OF 114 Storm Sewer Note: General Construction Notes for Erosion and Sediment Control McKEECARSON REFER TO GRADING AND UTILITIES PLAN (SHEET 6) FOR STORM Plans LANDSCAPE ARCHITECTSSEWERSCHEDULE U,CONSULTING ENGINEERS 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO PRECONSTRUCTION CONFERENCE,LAND PLANNERS ONE WEEK PRIOR To e6mMENeEMENT Or- bkNE) DISTURBING AeTIVI1Y, AND ONE WEEK PRIOR TO FINAt INSPECTION.7 301 East High Street Charlottesville, VA 229022. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO p: 434 .979.7522MINIMUMSTANDARDSANDSPECIFICATIONSOFTHEVIRGINIAEROSIONANDSEDIMENTCONTROLHANDBOOKf: 434 194 AND VIRGINIA REGULATIONS VIR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. www.mckeecarson.com 3. ALL EROION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN A R "A, 60 CLEARING 05900-00-00-023BO UNIVERSITY OF VIRGINIA HEALTH SERVICES ZONE: Ll V ON COzloljvwvO `, C Y( 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALLU" TIMES. UP 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS INCLUDING, BUT NOT LIMITED TO, OFF-SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION AND SEDIMENT CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THECS)( rfz4,V,3 PLAN APPROVING AUTHORITY. ce pnr) 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHEIVED.C 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. Qq X qI_ 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH UP RUNOFF-PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE FFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. o 10. ALL FILL MATERIAL TO BE TAKEN FROM APPROVED, DESIGNATED BORROW AREA. 0GT,60X- 11. ALL WASTE MATERIALS SHALL BETAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS q ONLY, FREE OF ROOTS, STUMP, WOOD, RUBBISH, AND OTHER DEBRIS. j -12 BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDIANCE SECTION 5.1.28. Z1 SIEG MAINT NANCE BUILDING -13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF TS MU ALBEMARLE. NLTH 0,P WESH K. TIWARI Lic. No.. 043868 P6 " 1 141 0 411NOI N S,w.- - 01VAL REFERENCES: NORTH RIDGE SITE PLAN tSDP-2008-00130): TIMMONS GROUP CONSOLIDATED PLAT: THOMAS LINCOLN SURVEYORS 0J W LU 0 x LU cc 0 Uj 0 C0 0 2: 7- z U_ < 0- I-- V) _j 0 U 7 0 z LU CL V) 0 0 U Q a) LU LU ae C3 E 4) zC) U.j -0 z U 0 V) 0 LU LU z 0 j REVISIONS 10-03-08: COUNTY COMMENTS 1124-08: COU COMMENTS I ' WV z W VV / ., A W _ —I-- - W -- L! W W E. & S. STD. & SPEC. N0.3.32W If WW 12" DIP 00 zL_0A 1111111MIll SF MULCHINGmonum __`1S S 6 0 DD S E. & S. STD. & SPEC. NO. 3.35 EASEMENT BAFFLE L7___ 4 1 O DUST CONTROL DESIGNED BT E. & S. STD. & SPEC. NO 3.39 7 CHECKED RM LIMIT OF DISTURBANCE 1, '4L SCALE =20SST ..... .............SEDIMENT TRAP DRAINAGE DIVIDE DA DATE 08/11/0$ U.S. ROUTE 250 scale 1 20' contour interval 2' PROJECT 0810 NOTE: PROPOERTY LINE IS TO BE CONSIDERED AS LIMIT OF DISTURBANCE 009 WHEREVER LIMIT OF DISTURBANCE IS NOT SHOWN ON THE PLAN. 0 20 40 80 SHEET NUMBER cKee Carson and Field Sport Concepts, Ltd. reserve their common low 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. OF 14 I 49 6 ACCESS EASEMENT EXHIBIT 03 PLAN AREA HIGHLIGHTED IN GREY SHOWS THE LIMITS OF PROPOSED I1f1AAlY MAMIvIun ALIM A^^r'^A IrADr \Ir \IT SIGHT DISTANCE EXHIBIT Scale: 1" = 100' PLAN 0 100 200 i McKEECARSON LANDSCAPE ARCHITECTS j CONSULTING ENGINEERS I LAND PLANNERS 301 East High Street Charlottesville, VA 22902 p: 434. 979. 7522 f: 434. 977. 1 194 www.mckeecarson.com OF U AJESH K. TIWARI y Lic. No.. 043868 REFERENCES: NORTH RIDGE SITE PLAN PSDP - 2008 - 001301: IMMONS GROUP CONSOLIDATED PLAT: THOMAS LINCOLN SURVEYORS BUILDING USE PARKING REQUIRED BUILDING AREA PARAMETERS KIRTLEY OFFICE BUILDING OFFICE 12 3120 18 KIRTLEY WAREHOUSE WAREHOUSE 20 17382 8 KIRTLEY WAREHOUSE FIREHALL 10 5748 50 BEDS LTACH HOSPITAL /NURSING HOME 13 LTACH IMAGING CENTER MEDICAL OFFICE 32 7925 NORTHRIDGE MEDICAL OFFICE 235 58770 16 SIEG MAINTENANCE WAREHOUSE 18 18610 1 BAY SIEG MAINTENANCE GARAGE 2 4000 22 EXISTING MOSER CLINIC MEDICAL OFFICE 36 3592 PARKING SPACES TOTAL a 378 rn Z PARKING PROVIDED 1412 V i rI ,lab I l I. I i I MY/` 11 AI CouAlbemarleae Parking Requirements D.B. 910 P. 46'1 PLAT j I EXCEPT. F1 I i EQ EQ 1 4.,.. 6; ( 42 ' i I BUILDING PARKING REQUIREMENTS 13.6 5 1 .5 11 - KIRTLEY OFFICE BUILDING ONE SPACE PER TWO HUNDREDS DARE FEET F NET a ,t KIRTLEY WAREHOUSE ONESPACE PER EMPLOYEE PLUS ONE SPACE PER EACH FIVE 71 EA.04, u ! E HUNDRED / 60 BUILDING SETBACKLINE /i ., / 1 .i SQUARE FEET FLOOR AREA OPEN TO PUBLIC FOR CUSTOMER PARKING65UIL /STS V/ . D/NGEX SITE) r: , , , . / ,..T .. + B //// Svt I 20 .. / i BUT IN ALL CASES A MINIMUM OF TWO CUSTOMER PARKING PAr , P 60 KIRTLEY WAREHOUSE FIREHALL 12 HOUR SHIFTS 2 SPACES FOR SHIFT OVERLAP1 ,, .. " . -:, , - ,_' , " .< . ,;; - ; : , , •. 11 ( )I K i LTACH ONE SPACE PER FOUR BEDS j 5' WIDE CONCRETE IDEWAL ,W .1 „<,1;•. ,.:': , , . ;.r, :;1':,, i LTACH IMAGING ENTER ONE SPACE PER TWO RED110HUNDREDUNDREDSQUAREFEETOFNETOFFICEFLOORA a - r -- - M "' tO / M 22 _ 15 _ 14.3 14 1S— -- -- i NORTHRIDGE ONE SPACE PER TWO HUNDRED SQUARE FEET OF NET OFFICE FLOOR ARE) 30.5' 30 g / 31.3' X1.3' 22' 31.3' i 31.3' / u SIEG MAINTENANCE ONE SPACE PER EMPLOYEE PLUS ONE SPACE PER EACH FIVE HUNDRED 10 SQUARE FEET FLOOR AREA OPEN TO PUBLIC FOR CUSTOMER PARKING, 30f BUT IN ALL CASES A MINIMUM OF TWO CUSTOMER PARKING SPACES 10'PARK /NG.S 7 ACK ' i ' \` SIEG MAINTENANCE (GARAGE) ONE SPACE PER EACH EMPLOYEE PLUS TWO SPACES PER EACH SERVICE STALL MOSER CLINIC ONE ADDITIONAL SPACE PER TWO HUNDRED SQUARE FEET OF NET OFFICE i / ' ' i FLOOR AREA j / 0_______ -_\ ____ ti._____ ______________ _____________ - Q ---- '---------------- `----- LO------------- --- •• - - 1- U.S. ROUTE 250 [ 7 reserve their common law copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the property of McKee Carson and Feld Sport Concepts, Ltd. These plans are not to be reprocduced, changed, or copied in any form or scale : 1" = 20' contour interval : 2' 0 20 40 80 nor are they to be assigned to any express permission ana consent OT eliner McKee Carson or z SRK, NBB, ER c ROM SCALE O DATE Z PROJECT 00 0 Q 0— LL 0 LL Q a z N Q M 0 J rte. Z a U Q rn Z V ad j Q c/ wF d.p CL cn O a W z o O U m 0 Z W i Q o E Q O J U mw 0 o W Q U Q„ Q Q w F- W z p REVISIONS 10-03-08: COUNTY COMMENTS 11- 24-08: COUNTY COMMENTS DESIGNED SRK, NBB, ER CHECKED ROM SCALE DATE 08/11/08 PROJECT 00 0 SHEET NUMBER 05 OF 14 I I I I I (_, / , - -,t- .-I, 1 , , , \ , I I I I I , I - I -, , 1, ' 1 , - 1, 1, " ", , 1*_1 , 01-le ____ ___ 1_:::::_ , - ____ - " --- 1 1 , , / __ 11".-I - 11 I ' - 1 , I, ". I-, , , "I I- -_ . I - ., .", _ 01le --- -- -_ - 11 I I ." — - " I ', / -, - - _____ ",-,I- - 1, , I,- I z , , __ I- U __ -11 \ , f I I - . I 1 - I I - - - 8 . 1 ! 11 01 __ 1 -I ." - REFER NOPATHRDGE 1/ 1 - - ____ ____ 1, - . 1 - _Z_ I, - - " " SITE PLAN R , 1/1 , - -"-. - - - ____ ,_____ " Z , DUMP', F' , , - , 0, -1 - I - 3TER I - - RELOCATION \ " / -1- ____ -- - I , I I -_ - I - , \ " \ , I/ - __ --- --I ___ - - 1- I . . I , ) I , / -_ - -_ 0, - -- 1 I j " ; - Z- I -__ 1$ ---_- - - - - ____ I 1, i I., - - -_ _, - -_ i I iI _ t I - I - __ -- I , 11 t il % I 1 -, --- I 06 - - ,I ' t i . \ , -_ __ __ - -,f , - ____ I., -- I I \ \ I i I \ 1..1 1. ----.i . , I I "I , . - 01_e1111!1 : I .Milw ". I I , ____ 11"1111?.'.17, I -11 .i I _<_111' . Ii! .I UPI - I. I1'1111' ,,_ " ;- IIII IIte` i i I1,111 I .."i 7,, ,-x1 ,5 21 1 I I . . - 11,.-" I1-1 ,,,,r,,',',',,'"",,,',",'.,,,',',I,,,,',,, ' i 1 0176-I11- 1- , -_,, ";"- 1 - I - - v -- , t"4iE`I , -, - 'Y ! i i I -g I , - I.-cs ) ( rN0 _, .-,.., I - , \ _<: - 4,4." 'XI 1 , .- - sp"L?, 4,- r , r ,_,,,,- , , , , -1 , ', 1 __ - 1 1" - I _ -, I IN *11 ", , - 1. 11, 1 . - I., - -- - T4AVI N - - / I I " T- I I , - 0 _' r/14,- -,- , - I I .11"'a . I I - -.- 1, - I ''Ill . ____- I , .. I VCIl "I "; . -_ - I1 -1 I -1 I __I - -11s, 6070 1 -ir11 " I - - I M - -_ I I1. I I'll - - , 1- - 01ye 11 llizu.b 11 '' I 9 _11 Z_ I 1, - --- -- 1 - V ,TIC 620.2 11 - 1 7 I'll I I 1 . __.__11..i_, -1-11 .. -1,1`, , I '), I . .1, - I I - III , -I' .1 0 - I IN- OF t -1. - - ,- 1. __ CK T ", 4 '. I 11 - - - - __1F!, /_ CLEAN OUT , ., - I-----I 1, - - 1 , , I ". Iii - -- " INV OUT 604.50 \ I 11.I- U111-e4 - ---It, M'R--, 11 - __I ", " . . 11, 4% - I - - ., ___ 'ft% . - I 11 - - UP015RI . -_J%; -," , , -, - - V .. '.1-1-,", I N , 11 -11 , ;-,`,.,:!'j4 I -TW 626. ", f I'- P ,,, ,,., "',', - 1:v - .- - - " * 11- ' -I - , BW b14 0 \ ' ! , " , ___1_" ,4"f - -r _ :; __ti, ". 0 : "' . - 11. __1 -1.11111A . _.,j- - .1.1 - - -I", "I_3 ' vu;y ","a 1 - -, - - - - olel _11 .', - , - -, ,7 11 ... I.- I __ j &,X:,,, ..,Wl .5v ,,, M : , "' OG7'BCXF -- - - ' - , - - --O/-/ 1,9i" - -I I- ,6-- I " -, ii ,, 4 ;; -, I I - Ia " I"F _211 - , , 1 I I -1 __ - I- - _- __ - I-.-- I Llj' il _ A t , -- ,k 0',? 15 M_ , - 11 I - - . I " . . . . . . . . . . . . .1 _ 4 EXISTING I." , , __ --- 1. I_ - 1 __ G _Z -,X- , __-_ - - H_ _-- T1 `- - - T\W, 616 0 ;61" J - , - , ",. r , 11 .... ROOFDRAIN I 0 1, '_ I - . 1 - _-_ _ - - 01-7'6--,A - -1:11 2,;Wri . &Z" I I - -,I - v V , I I - - _ ____ _ -_ ___10A91A(G 006A - k'13 V lf, , ' i 11 - - -- - __ _ - _ --_ 01Z.: '__ I'll 1 -._. - - -1 ,, ", .1 li -- - - - 7, , -"4*ft , - -_ -1 BW 602.79 Q -, .. , ,.. "11,11gI . I fl____ I 7rW 61 _ , " 1, .., ,5, 41 , _ 0, I -- - I --- -- -- ___ ' IBW611. ;- "" i .., " I— %a , RELOCATED - - - I - ___ __ I 11 __ _ I :1 ---1 ;44_v R , . _11 , " '11W _, _ -,m -- - I., I , 44 , - - - "Ill - - Ml:.11 TANK _-I z - SIEG MAINT ANCE BUILDING , Q ___ I .... ___A.4' 11.1 I -_ - I 11 " I d - --I'---171 . .17.1 1\ I 1 I ,,_".. 1., 11"t. . 50 . I I 11 - I I , 1,51- I III I I II1, .00I , , , z I , 5.40 I I I i '. ,, 14- -, ,,-e,,,,,. ! III i , _,_ , " ". - --- I I Z:_ 1-11- I I ,.I x I 11 , -iI "', , '-' "I'll, CONCRETEI ", - -, ,,,,, W 5 ,.00 ,I I I V ,; _i Ml- - -111. - 1 . I I i I __ _ , , - OILIWA TER ` . I" Irnt',,- _,,, ,I ii I I 6; loy_:'1111 .., SEPERA TOR EXISTING ROOFDRAIN TO %.., - 1 , .: 0515 _. I , - ; -- , I 1 , ;I I 1 ,177,_,E,, , ":';,".,"', -.All,, ,11,"a". . Z_iI , 1,11.,,!, ",", .,IIt" DAYLIGHT IN PROPOSED :, ,j I " , ,;,, ,,' ," I L , k I, - 1 , -'i",i ,- j -, - , -,,, ,;."%,t1-X;3i ....... 1 ,I I I ;Ij', PARKING LOT THROUGH __,,", k,- ''ek ',`.'7 - 1I ,, - lz,`.:-,,'j",, , ..,,., .'- - I , ''.. , -1'1-:7.111 'i - \11), ! I i,nt' - FACE OF CURB , ,,)',, ,W',S, I I - ," , I , - . kc._.- __ ,',*",;L.- -'-p_ , i .. - " , __ , 1-1 ".-I . .11 - "" " -11 , , , ,,-, -, 9 1 "A ,', . 41:11` I I - - - 11 % - , . ; ,, -;D` . , ,, ., ,, Z,4 -11Q . I W , ,_ _'...", 1 r ! , ,,;,,, r, , _-, 1 "_,., , , 1, e_4 - - "i ` , , : ' , ,, ,,, _"p"II , - - --_:;- - : -=_ I , _ I % , ,,',,.' , -,, , ,-, , -, , , ^ , . - ,- ,, ,i,,,., ' , ', ', ,, - , , _ ------------1;111A ,, `11111"; I I.. .1 11'' , - -I II /' i , I ,!'3 " ,. , I , " #',_ , py ' , , , 1. - - - I I 1-1 .1 - - - - _ - - - - . - . - . , __- - 1 4 1 " , , - _3,`1 ,' I I ____ -- - ..... , MWVIAI ... ... . 1 17I . ..... ,,,Z7 . . . . ... , ,,- ,rI , ',4 . - ",?;_,,;`, ",rtkr], _ T""" , " -.". ,.;, - l4 1 , , , "] , , `,;:,' ',,: -`,.,,,-,!,'. L -\ , ,,,-I 11 11 .... .. __ --- , '- N,,p_ __M . _, I 1,'. 'i,:,,I - -I I I - e ",'.','7' " , I - I— -', , , 11 *?,,,,,;,,-," .,:,, """ ,,,1 i I'll I , 11 - -4TK ',',:' ,,.- ,' - ,,_, - ..... "Ir- T '-9T_ _.",A,`?",;T, " I ..........I I .. , - " ,, ., 5- ' ." -- I ; 1 ,' ` , ,t .. .... - , , - 1. , - - ,;.,,',,, i L ,,, - 1".. , - I -_ , I -- ,, .-, I I -1 I I , MO , -', ,,- , , , , ", I i , -- ,, ", ,6 !? I ,',,, ., - *11.. 1 4"" " , - "' . , I I, . "I1j1*14**,*P, 1I41009 , 1 1 , , , ,60.9. I T ', ', -!;-,',,,,,,,, -', , , Ir -. .1 ..:"_., , , 1, ''"'`,"!` _";'',,,,,,', i III , 7,-11,-,,,." , -,,_",z , WV : , , " I -.. I i, Ir - --", - t " :"" , I ".pq,--i?-- - I I , -,;, ' ,'-4.'! `,"."; ',j'."'." ,,', , rl 1. 1. , j, -I I , U-:, t ,-_,'1 Z; rj,,,` ,,',"' I I I I -1. i ,_,_ , "_ 1: ,; .111; 1_,- ". - . * : 1, I"V . : , , yr, , " , , ,7 - C, I., 1, -,C40 , _ , ,,,,'.M "I " _LI , ` ,-'tfl t,, " 1 ,1 1 I I ,, R, , _'t"', 'N' -.,' ,. % 1 -A, 0 01111il= - 11;Lll ""- ". ,.i i t_ - N U2 . -, - . , ,, /1_"1', - _ - I I - " i 1 4<; -,-, 1 . I 1 I JI ; - -_' _%1,z"",____-_ _,_- I ii I ; "I'll , g - z ,; 1 , I " , '. f ".., ,;. 11IIIj , i;,, , - i " "-.,;.'.,'rf,-",\ ''%k i,:I,:.. , 1, .1 %,,,, _,, i I , , '' Vl" ", - -" .i , . - -%!,, , _.g, ;_ - ,r " Itz `: % -,,-k-, t - F -, ,,-,:,.'.__ 1. - , - , '1 . 1' ,_ _ r ` ,- :,:,.,, ',7n._1:1, . 1 ,-I ! : 1 %1,1'11 lth;',' ....... ,__" , -a "'. 1__ _ , .,._'_'. e.!;;il :',,- - ,,',-,. I11 ,r 11 - , , , _.: 11,11_!o I _11,; - , - _. .610 , _ ''. , _" .I III _ , '; T ''.., , Ir, - ''." . __ , "'. ''I R '' , M Z ,tilF , , 1 , ,*, _""',". - ' , T , T.." I , ',--I -, , - N; , , - , - * ,-,- I ,,, . 1,111711 -_- , ', , I q ,',,;,r,... ,,,,,I--- 11. , I I I ,,,,,, , rPW j ", ... ... --Z,I iill - ! 11,'',I" -"t .-4,k,k".,g.;,,-""-,.';,,,.;,,,z,, ", I i I . _ , " t'.. ' I 'i , "y"'? , ,' ...... ,, i,',,Z--,,$ "; ,,,,I _ , ', I ', , 'I' - l - ._ -- - -- I , _,.1 , ", - , ,.". ", _ '. - - ! I e',',',,,' -,",; ItT", ,-,:,, " - Z., , i I :! .'. i;"pz, it ,NMI ,tp , ",i,%1_14 ,,, - t, I ; , g-g ",, __ , k_", L,4.VTF#'A Ads 1. , '1 -, ,,, _- -I " - , ' ",' , . . __ 1: .i 4 r ,; I ,, F ,, , , , . . " Zg ,', AII I'm , a . 0 - - " , , . , _ , , " ikl14 , - -11 . ;,. .gg% -,) ,%,$''., .11 !1 1 -- ,,, !-, , t IT .Ir , , 12 I I , ", , , ,' ,0 , ". - - 11 14 1 ".),;,- IT ,,",, -K'V%,I',W, , , I , I : ,,, , " ", ;:", p -,,,%",` ,`,,!,,, "",I ! 1 1 "" 1z_kJL r V Im, " 11,`-, " -- .. -, - I , " I, Mqw,wK',, , I - , 17 n, :, 1 . . .- , -717 ", - , -t , ,,;, " 'tW, , m , -. & - : .j1-, I ./ r , ., , " I "- , 11:, " 11 . -11, .- :1. I "' 7 tte " ,:,,-.'- %:' "11 III, _ !",,,"',,.,,-."."","', - , , , I - - . I I I I 11"',4 , I I , II , ?" , Iy' . , N-It. i . : 1. 11 I L,,", - 1, , 1. , , - , -* : : , , ___11LNVU , - - " t , -"& - -1 - - - " .2.1,1111 1 " I . - , _; ":'. ' . . I I I 0: 1,-,--j , - -4111 .,, ",,,. ,"'., .; "'' -" -:"', '-,-., I IiI ! ,, ", ,, "'g -,,_- -,.-,;, ,'`.,, , ,y.- , , .,_ I , - I _,,. --- I"l-i - , - - , , tI:, - ,,,,,-. Iir"', - , , ,-.'"'- ,. - I C; " , 6 , , - , ,:,"'., ,,,,. , ,,_,; h .,IIJIR 1, ., , q ,;;;, ,_, r 1 .. r . I , I ,':.`!;, I, 1-1; . , 11 I " \1 1,Klt '.,,, : ** .. I I 1 .:.. , I I ,1.1- I I -1 ,`," , ; 01, , . IA,2 " -,,,.,'-,',,,',.'.",;ill, ._il , ,, . 1\1 .IN IN 6 I ,' Ch ,,7 ... 11"', ,.), - .1 ._93.92 " ,, ,,, . .11 _,_-_ ,.,,-, t, :, , "'.. p,,, ,,;I Il I.1 . I I '. 4 'r 1 ', ' ' , ,, , c, , , ,,, , " , - , . "' - ": "-j ' ' " ;.1. "I I 11 1, _;i IN Ov I I503.8 1 - . . . . . . . 1 --, -_11. - -,',.- - f" I I A` , L. I " -" - ,",-. ',.,': It ; I r, , . 1 .__i-',',,-"' , 1 %"T , , ,', I I, i I 0 ,, I,. 15_k - . '. , I \, ! f, - *, - ."'-tl;": , """ : ,fw , - , ,, , ,',,,:-"""," , ln--,'IIIAO_11 , '.* " " I I , I i I , ', - 5_I , , i F., _. - - . - -- n , I , - . --.". -I ` . oll I t 1, I -,_11 I , I 9R ."''."...""", ,.. ""t"'' ',, : ...-: - .....::. , ,M , . . 45 ", .4 - .:, , ',",* . 1,t , , ',: ',,, ,"r I I _;- , 1, . , ,, , , 11 ------- I . ". . , " _ , iI . I ., -, ', I I , 41"I ``- , - r , - , 1;,' - A . --_-R __N - i ,4 i . , -. ", ", '' ,, -i-i,,, ;, 0, .11, - - 1. 0 ;,I , " , - w - I 11-1--, - i,,-],'.',, , i. -- % .. .......... ,,-I 1 1 --e,;,, " , , , .., , ""_- _:.:::::::=9 ,;-.-,-- ,,, ,, , ` , ".- r I 1 ; ; J ! i . . 9 - , -,';:,;,.,',,,,,,',,,""",',,.,.',,,"",..,-,,-,,.'- ,,-,',,, : . I ' j- - " -- , - - - i"', I I .' -. . I " ,':: ---* : : -61 I :!9,,TR,;,,,xr,.i ", .m! , R" -.-- -A - " ` 1 z2,-;, , ,_,,', .,; " - I , , , , I , , P ",p. ,- 11711V.11'1--::- t-t--47,,,T,iil - 7 , , r, ,77.', , - M. - ',',.','-, -,, ,- " _H " ,:, ',';-'.-,,,,'i,7""",,'.',,,',,'--,*,!. W"N7..: :: .:.-.-: :..": iII " ,,;11 ,_ I . , -F* " ,`', ,I i . - - - ,gf; , ", , , ' .N!. r,",, :00 , -?'!, UPii ` ` - ,, I , , 1 I I I` 11 -tj',, ,,- ! , I " -1 ,,.',',.,.J.',',2;-:', , ,"I , :,z " , q , , , ,., / .4I5s"EZ-a., I - ,,:., , jl,I I . 111, , , - '. .;, ,lr vo, -, ` -- , .1 I 1, ,I 1 i"`,`" , ,v_ kr" ',,_ . , : 1 Z " -, ,. ,, , , ""', , ,,.,.-,:",:;$,',',,,,,';',;,,,--,",',, , IiiI ! , I .t',- " n-& 1 ,`!' , , ! , , :,", , , ,.- ,ry , 11.'..,_` - , - i,- , - , - ;,;,."_,In ,, , I , I ,ipp,,t , . ,I ,*'- ,,,,,, :, , -.-1 ,, ,,,,-:,""", - 'm ,,, 1 1. I - , ',,I,', r, ',- ; . . , ,4 ,,k-.,ip4"%-.-,:. ., 'j -.1 , , -, ,,--,-!P, - .W . , 11. X111,111 -1 ... 18" NYLOPLAST DRAIN BASIN "' I I , . ,,'rl""-,,",..,',,,,,,.,,.,I , .11I. 1 . - - I'll ,; 'ie ',,',:,,,,,.,,,":",.,; ,-,,,,,.', ',,!:'., "., ',., 1 X ",I ; I - ,.' , I -. 1, :,,, ..y i,- I if -, jN" 1, ., '` 11 ,'"',,',,".,,,,,-"",..,,.',,", ./ ', 'ART#/PREFIX 2818AG I -_ o:,,'!'_ _ r - " 11 __yI ! , - -,,,. ',."? , 1 " - I F" " - - ,iZ-,,,,,-r-,.z,-,-,,,r, ' ' - : %,"_ L, ' ,\,\ I ' '', ., I , I I ,::,;-, I' , I. ,,, r F- ' ", - - " _ ". - - , I .i;';'og -, `,;,`F:',, _'N , 51 ,, "X , iTOP 603.00II I I I . ,?,!,-"':",,` 1, " , " , , v I I _. ,.,,,, --,-,,-,,, v,',,, A,'. 'ItIK" IS '_111 - r " j 'r ' - 1,11 I I I "'.1 ", 11 I 1111 7 ,'I ---- . I \\ I , " __ L I I i I - ".---_" W,gN ." a, , "i .4 -__1 -11'' -.,,,: INV OUT = 598.00 " __,_- 1 5 I—- . , X? - " ,III,I - _,' , I , ,_-- , i _ _A ", - "I, " ,t I \ 1 N I " , * , W, b", , -, ... -- M3_;.;g,.m 21k i b I I I i 1 11 i ,I I ; , _111,111. - ! .. .L. . , -_ IAJ . ,,, 1, ,,,,I , 11,W "'%-', I 1 \\ 'I,I I 1 I ": ; ="_,-!, ,I,- u I -- W 1, , - , " . 1 Iod , I 0IKfl, -1- 114 'I' ' Z, " "I , Oin 11;1-111111 I Inz j Ita , ` _ . I 17 11 1, - I I -, , , - * 1 4 , _I I ! 8. ", I 11 E, I i I I .-,t k, I ,A&k.4`,A _,., \ I ., I'llt 1,191111- . . . . . . . . . - `,, 1 'j --- "F i . I , , 7, I ,, ,,,-- 11,!.. "143 '; \ - o i I i ; / zs: 1), ", . ". " . , 4, i 4 4F4 !, 1 . , . "I., 1 1_ 111& Ni,,_,i... - , 1,11 I I I ,11 - - 11 I - 4- - I - , I , , u , . " I , , " .. _ ; 5_ k' : ( 1, 1'11, ,; f , ,1, "I ` ;1I 'I'll A i. "I - , ,,, , ,, ^ ., , ,"." - ", - , '.. i , ,%, ' i , " , .i,", , ,, il . . I 11 9I/ i -41 , I \ !4,".- , I 'o;,A, ,,, 1%1"Z`,,.2 ._'Iil -,, ,,, ,,, ,` ". Ar , 11il',_ .., N,V', " W.11'M4illl, 114 . , ,' Z,.' ),I \ ;;A' i . t ` I :1 IN " I , , I., I I " - `K! , , ,, ', , ":,-,-.-, . ,.';? ;, , I/Ii Y" ,,, , - 1, I '' , , , _,,, , , L ..If . I4:;,, I. - , I ,,,, , " ", . - 1, 1 1,11 ---_., .,-,, . ,1, _, " I'll 111. : 1i'j [ . .. . , I I .....",,-,,,,,,..^";"",,"'"I.;r,', :_ , ..;,%")C 1. , , ,..",:, ,.'. ,i I _,, ,,, - ,,;4, . 01, I ;;;--.Ilf.. ", , A ,,',. , "'' 1. , _',',.',,-' , , " I, OR - - , - , . , , ., 1. , ; I ., I , ,, . ", - ,.,-,-_'_ IL' - -. ,:,.,: .'i". , i , ,,, . ' if, _I ` t.' "` , ., I . ". dl. , , ,,, .I. " ,' - ,,;' ,I ' ` ,, ,.,, , 7'.. , , I .1I . 1 , ,, , , ,:, , , - .;,-`,,.-, ::::,:: II - , , I I - I - .IQ 7 , , , , L ,'"',,,!',`, t _ I , ,, ,,, , - . 4" 1 , , . , , - , , ,, 84 n_ I ! : , ., 1. - - - - I—. 1 , I "I , 't "NE q-m,:-. T. 1, I I ,, ,, :,_"1 ., , , 1 ; I i I 0 ,,,, "-' -,_-, -,;-,; . i t Mi ", -' ,; 11'11'1'j',- '' _ I" " L - ,.1;J1 *t'; , .,,,i,.;.., , r.. 11 ,q,,, , " ,; ' 111 , .- "' ',," '',"r _ -1-1--,',-;III I I i, .I I I , , -111, , _ r " , k !'. , 2 . , -- 1 Z ",- , " " 74 'IT w, - -.,,,,:;,, 2'. . . , ,--- - -".-,!%, , I 'iI , 4'. Z' Z- 1'1 " "( r, --% ',' _;,, t r,, 1!1 BIOFILTERI I 'K 11_., 1 ',-,* '., `,.. ,,, , .-,"':," , "i" , ,_ - '-,.. '. '- I., ,, - . I pI ", -,, ,.-.' ,,' I - ;, ,,, II , '. ,: ,,, -" I" I i . " 4' k - , -t,`_ . 1 A 11 . - 1 ,,,,,,,,,,,:,.,"; r,,,, I - - ;50 . . . .. I, ` -,-,,,!,,,i , _.,_ , . I /I ''- , , , _ ,,,,',`,'`! J"- , , ,4 , % , , I ,, . 1, , 1 11 , _ " r , , " I I I -1.1 , 1 . ; I, .I a I . " -1 7 w ,;, " _'. , ,-`%- , - ,,, -, `_' 11 _: .,-,,J.`.r,`, / , -- , -f,-' , `,`_, ;. " - -I. ,,-, " " 1. 111 , I..", ,, _,N,I, , 11. I - I 110 . _ - I , , ,, 1 , . __1 ,, - - r, , 1, 1, ,-1, _- I \ 11 , , _.", fyj t " .k - , ,, , "" X. , , , ."I. ',`,','! ,* , , I , '1 - , -_ --, I . , - , . . , ,, n -, 1z C '' 11 1, ,_, ":"I 11'_Z'12 '. — __ ` i -i .4 - J", / , , , , " ', 4"I I W I - . - i.& I , r - T, . WN """', I, ,,7'. .I I ,,X,t., 1_ 1 11.1,:"." , , ", f :..,: .I a- ' A - ,", - :R, , " - -,:.!, " , - - " -, , ,__ `, 4"; -,-,- __ " -;, .. ,* -- - -', i —1 , r. ,,;- -; ". "''." 1, 11 "., . , i,p I C 0, 11\1 11 I ;' "' , i,,g . ",k .,,,, N ... - i ,; '_,,_!. '. ,, ,,',,,, , "I . I . g . ',,',;: "" " ', "f".;, , " - , , ,,',',,;,,,; y% " I - iai t., "--, -,- _,''. , , , 1,I I I ;,, ` . I -_ t - , .: -'_ \ , 11I0, X_ , 1. M f , : ", ;-',-,;) -, -. - , 1 4 1 - - , I Iii ", I' ` I , ."'!, " " - , . , . / 1i . T _ N2 , - , " , 1 : i" , 1, " , I - - ", I I11 ' , , - - I I ',:,-. , , , 1rl7 -," - If - 3 I " RMI P&g, yx.i,,t, - - , . 1-1 ' , , .. 1- , i -,"ALOA, , ,, , i -', , - , !, T,q , , , ,1, - , .kQ - ,,,'.','. tk : 1 . 6, Z - . , kxi ! I 'I , i Ril? " , . - .1%, ,,,Rj' , , ,I , , . ,, eA ,v ,; -,, "', - I 1 I I Zb I c, , , 1,Tl , ,_,%, 1` 14 R , , , I - -.,0 - , -_ 1 1- I 1- _ , I _.. , Z,-,'i .11, - ,4_,_'m'A , -, " - 10 , -, - - 1151 -'.,.`, f " ; *,`, i:, ,, ,,,, I I IM , I . ,,: 1, ,-.: 7 ! 7 L." . " ,,,, , , '. I - , _,I _C` - ,,', - i , , - .. I- , , @ , -,-,I `:-;', , , 'R." -, _;,,, .,;S, , _,_, .,,,,:`: -_ --,i . N., ,&,,.'.', ,,, , ,,, I -I §11.11.: , , I ., _' ; J I C. ` &17V L-,O',-,,; W , " , 11 ., ,.., - i I i , I I a b 12 .; , L.,A ,',;;, -,!-,,14 1-15,.!,,""".,.,.---,,', !:,!,.",'Jt " _ ' ,,, "PLAIVIER! 1 1 i ; ILL" . , ," , -v_IPI " , , . , '.', .,: .. 11 EX-1R , , '_, ".",4 0,', '' i I i 0 %-? , ''', " , , '' ,,;, . ..'r,l ::"",_''.7.,- - 2 11 "::',-%,.: , .M. , ,7 I - , -,,;11 , ....... , " ,, - 0 "I ,'? "., ,, : ": . " Icr) :; , ... 01- .; k 1. - , '_,V_,t_ ,. 2,,,, ;: . _ UASONRYWAfl I Iii : 3, ,;, 1'44.4e%'*i .- I'll: - - ,Ir 11 ;_., Igp4, -, Fk I',", 1 ". I,— 1, "- ,,,!,":, -, , _,",.%', ." AS ,;Wl , , , -Lf) " -4 111-11., , '..';' O.", Ir ",", ", . .1 . r ..-'., .- . , ''f I - ,, IS , "-, 4 31n , , ; : " -, N, - , ,! - \ , /IO ,x,- 64_It , 4 , -, - , ''. ";..', , I -------- 2 ,, ";",V;-'o,'S.', 5 - 11 , "... I j -AtM-"5 - 2w , - I— I - - i f _ - -, , - .1 ! 3 . F I I I I _ 1p-k*,?I -, 'T,',,-IU- , !,, , fw - .11 -- ,,M , , ,,,, r,, I'll .."A ,, , I I ,I I I- I'll - p . j ,,,, -q;", -,, I ,,,,,, , ., ", " All, , . - ,, - r ". ,II ' I TREN DRA114 1 I /1 ,$ ,I : ;5II , " I 11` "". ,._ I , . . - . . , - ;,, - , i L , .,. , , : 2, "q , `WL I,- - g "' -7 " ",!..' ..',',,', 11-,q" , , .11,. , . I ,, " \ " I. ", y ., j ,.-:,:4:'- . , ., ,'___ " ;, TYR)I I ,,, - 5 - -:1.11, " !1 -1- I' '"' I . I I , , X7,i,,','IRRJ,% ''OR M ,1,."i,'`. .I '' J N I I I i,,, N , ,j; - "Q_- I I ,,z I I . , "I .... __ I I , ,'*,.*' ,,!,-,, "oII . Y I ,,-, N 'q .q: q - I hl __'_ . ,:- j ! i i - .1 I I 1 I'll, - ', ' *I,." , I _,'"" , "'i 1)5_ - .--;1; 11,P,0, 5 ,*V,; %-,, . RAP YI i .,I i I ' -, ----'.. ., , ' I , . - - i ,, ,, ' - / ,,4-,,,,4 - zo , 111. 4,-,.',"r4 '7w,, zy"41"gg"., .. , _p:,.' III - I ,.e ', ,,,': :, i111,Y1-- i " -- " , Z,FhV ' , -- . , , I... 1,1 I I It r I' , I I . I , - p,LI . q - - 11 I ill , I 11 _ Ml - j',-o` , " ;, - . 1 1 - I ,, - " - -:..' 4 t jg" ! I , , , IW . ' - ,. " ;f1,1.-'_i'_R,flf ?'T"& " -4: I ,go, ,` ,I i Yi ,., , I ..- N ,'i,ti,,,:-:',, .V ,i i 0 , _ , '- 11 ' ,!_ , ----1 -I 1 ", , " , - ", ,:-... - . 146 DI-35 I ,, __' - I — - -, , i WV1111'!,Wll ,,, , , i : ',-'. " 7 - , -1 I , , ` " I : - , ,,, , . ,, Rp " - to,;, p " . ',__ iw 44,,_,'z,,, 1_1,-,-,,, "', I , ,'., .1' _. " - . - ... , , ,:i , ,,_-I 1 1 ,). , , ". I !;",- - -",i,.- ` fi : - - _ ,,. ,,,,,,',.,_ .,',',:, " , . ,/,, , , ,._rl"'`, , - - 7 , ,^i, : ge,,k,,i',,,s*,' -1 I 111,, '-'e T . :, ,, , r,I . , " L. -ffl y , , 0 ,^, ,Nli7',. "' ',' NV IN = 592.00 \\ 11 I , ,. _, .)", , , " , " , . , ; 'I.,. -,, . " 14"' , - 'L, 91 - ;' ,-; , ".-..-.*'..*-:.:.....,.::.:.t,.,..-'.- ,,,,,,, 600.50 I -1111, , _.. . I ,__ op i I , I- ,L,,'.',",",,.",," I Z,;."-,-t-V. ; '' ,! 7 rNVIN 1 ...".""', - ",".,.,".,-,", ,, r I.,I - I ? 11 lftX. . , 2 , ,, , ,i , , , .i - ,,, ), I?-, , ,.,,"_'.h,,,,'j- , ,.!` ' -k, .I t I- a ,,,1 I Vw'1.4 I I I I i I , W111,11-11 I§ P-lt, "'..".-:W , 4W", , t , ,, " , _ 1 ',,,-,., r,ii ',', INV IN= 592.00 r , , , _., , :.:-,.:*."....,:*-.':*.::",:.,.-::.,*. 'I k ,_ , . , ,;t , .: - .. :. ... - 1 I , , , .1 Al * - , ...... t T 1, " ,I q I1 -.:, 1-1111,71 '!,,,,,, .; ,111',;;I - ` 111 ` " , ` , - , 7. - -"',',,',F,"','' .t . : .. '': " , . :.'.*:.'-.'--.'-11 " r " " I.. ,,, TV OUT= 591.80\I ! 1 -, _,',,, ,6 , 1 , I , n, "", "'r I :.: I i a , I I - . . ... ...,.-..,-::Al , g ,w ,,, .; .::. . . IIVozp.,,"",,, , ,; M '. r - ..i . ; 11 , I :O I VTr:,'-',' ,`.7J-':,, " "Y' !: - I!-.: ,111w, 4 : ... ..I " I 1 X- " "" ., ;,* .. - - . I, I , - - , - I\ , " ,,, " I ,_ I __, , Z . .. ... . . .: ... . :; w "' "' ' " 3 ' I , k . -R1* IIi ` 11.71 , , " I . -. , , , \\L"_,11`111-"":,11 11 , " -11 - _ i . - I ":. "f". _, -' 11 I 1. - '., " " .,.. 1, - .... ... .-..-_ . . ''', - , Ar%V:0U-T*.6(1t :..'. -11 -, " - ..--- I'llII1 4 11"" _'v ,'. I 1\ . .7 . -`;';.:.,:.i `** .:.:.I , ,,_".-,)_*-,__, * ... :,:..?. ", , IW 4 -- I XI W , , 1 .1`1.',i, i,;'.'.'., '" o-.,* .*--.,-.,::-.-_.:.:;_.._: .. . ... .. _- ... .;-...:k.0' 1".p , -1-,: %-: %, .r;, ici,`;, , .. - .. - * " .k,' ...... '' :. . I I I I , , ... , ..,, , ;.. - -.;-: - I I I -111, -1.1-1 '-,,,,;.-',,_V'Z T T :. . . 1 614.0 , -, M5 7 . .....--i. .I . : " k . . \\ 1 - 1 "-_11 , 11 L ,`:*.',,,,, ,, " ,a::,'.,' .::. . ... II ",-,:-, , I i .,-1:1--,-1--_*- -. .g .','; _.; 1, 11r ,., , Vii , ,! S%tiwl . . ., t ** ,;:.-' ":. . ..I 1* _ . N31 I _,l " , " , ", _ .:.. _I _I f 11 _.111- I - , " , ., .- Y. . I I . , 1, 4_11".-A , , I ----, -;- L _ , .... . .. I i . I - - 4 - ,, .,, I ,',., - . ., - .I i A r4r., ;; ,". t., ii. ,e - '--, r' . , ,:"',,, -_;,',-,,,, I . - _: - .. ".. - . .- . . .. ,i I _____ ___ , ", , , §. , ., .. ... * ..t , - - . 1 _41 ,,, ,V ,7,-,,N;t;'.' , !N , f I - - t2 1 , - ,, 1-111111.1'..., 1- -, ,, -, , -,, I - . . ... - .. :. : .I.",,,,1.1,.""..'', ,..,.1; ".- " " , - ... . ..... .. il . IM -,!, r", , "' ,'_ - , ", ., .,,.;,,,, -` , , , ,,,, , , , .. '. ,, 1,- _;% I I R , , , " - "?, ` . :., -, : 2 * .* - ..". '..... - n -- ... _-r -, i ,! ...7. 11.1 *, - , , L' .Y,4._;, _17 R ;,,, 7 -, ! , .:. - .. ,. - .1 1 84"'.. , " 1. - ,,,, ,,, C, ,M, Y', ,F`il, , " k ,,-_ .-,, I .. :., MW - , \\i - - , 10.'-- 1 . - ;, 1 . . , i ;,% 1,E111i., k ... , .-:-,,, , I, II I ` - - ,,,:','i,f 1-1, ,:-,,, - , wi;,4;1 '.11z,e ;'t:,`,: , ,:', " - - . " , . . . . t: ".... . . . .:. .-'-..-..-.....-:.... .... / 11 ,I :,_'-',,!,. w !,; -,!4"" -., - .. I I ' R I' P `111 -, -,;,, I , - " " , , ,, ,,,, 1,11, , - -.,',, ,., - 7 - ". _? - . .... : - .: . -...-.:. , i I g - Ag , " ,, i 11 t a , ,""... AV I "? . j, " ,,- ?., 4 ?- ,` ,`1' 'I : .I : ! , . , 4, - a , - - I - _. - I . - ', , - , I , - , . " - " , - ,i:4; -, - .. - . . ... - i" \\I \, I It ..- - j,' I , Ili .:,..,. -i , , . . .1 ; , _, , , 11 ': " I " , "'I" , I - " p , " ., . 1 , - ..V,;` '. i 1/4 -t';`t,,"._', - - " , "-" -, ,, - .. . ... ! ": .. Y I I i . 't p W_17-1'1?1` 2 11 .. ., , _ ., .", ,, "i , i ,,, ;: .. - _:....'. i , 1 I " -1 I - 4 ,' " , , . .. .4"ZT, ,^m_! .. , , I I ' ''? -'; . .... V._ . I I , , :`, ;.,.:; * I , ; , _,, S,- . , , -' fi ' , ..... , - . .4, ",' " f !.';!'., , - ., . 11v ,;,.- /f" , VL ' Ii , ", ' fti ' "" ," , ` , *, L , ,; ' Ii "" ; .:'.i*.*.'.:*,'...f .I L - , , I II I I 1 1 _, ; Ml,`.Z41,1 ,"I"I"... _ '. 11 ..... - . /I I I I . VEPCO L -, - .,-,?..,; -- g-- ,f ',,k' . "? ;-4'ty,j;V-,-,,','.. " - - I ,,-.-:,--,.:,...... 11 , r- , 1'- , ,,,;. -%. I—— '. .. 11 "Ill 1 11'1!` , , ff"',"-," - I - ... -4 '4 ,_,_., , .'. / ,, 'I, -i I z L ,. , .';,.,7,, 4 It _2,?'__ , . IM ., . ..: ..: ___ 11 xEASEMIT, . 'K,w, ' e ('- . i UL T , \\i . ,I i I I I , Z;4 ., ;!, , / _,I . \ k k 'pi.,N ,""J 7 ,,,, / . - ".1 I , "t - , 1,, 'ErI ; i , '`it I I - , , " Mtk-2", , "I . -. r_.,' ,,I,', , , I " ... 1. I . 0_",' " , ,I 1 - , I , I / , ,"I"? /.1 , .1 " 11 . FH \\C '- ,- ,,,-""T,I,'. " '_ f,.. `,:-F rr I I , , I 11 - M - t ucy 1/0 . % I I , , 1, I , ff ,v i 1V U1 I 'i , V .J -1 " - I ` : / i I - , 11ii I -I ; I I 1_111- .-_1 .., - , , ,' - Q. /ARV , , - 1, ., j r "'k, / ; -_,;-, 4,*i:I _, - "I ... 1,R.I _'.--.", __" , , I __ __ I L i C I ; , I ! I . , I I I " == __ __ ' ) - / ,.! , I I i I I x I x /\, ii . , , I _, STONE RETAININC 111 I I / Iz I I / I . 1 I - , 1 " ; I ; 1 6 - L 'Jim . . . I . - I - J I I - - I . I . - I - no , , r. . -1 I M . f ": . " " J I I I I I . I I 11 . I .. , I f I 1\ 1'-,;1y*+- I .. - - -, ;' I — — I ( !! I I T - - - I x : I' I - N ,( - I U."W" 1 4',, , -11,,.:,L,; - "", BW 598.2' . _ — — -L1h / \ .TW .t !__ Wi W !! : !! -- . ' _ 3. , I . __ I , t CO- I I .\"Y' FREE STANDING STONE WALL / FREE G STONE WALL & FREE TONE WALL i , 604.3 TW 60 ! ,i — _ --- ---- Ii - . (D 11 _*:,_'_ "- r Nt z.'i - " _ — Z * Ii .1, , I I I I I i I , rECTIONI : " x , W'_' , j;4A40AjjyddM Wwlgrtl I 1'1 i - N - I f - — , ', — — — — 1 3 EIR TW 603.3 A. - 11 . I j kWWV CLE OUT I TW 61 8.0 . . R!_ - : , 1,0 INV \0/ I I 1 ; 617.0 ,,, r 2 P4 - r_.-, I __ __ rp.. - - W - " - - W_ - - - W _ - I _ \ 15 INV IN 603.08 BW 615.0 - / _ - - W 7 W TW 609.0W_ / - W 1, - fv . RYV_OUT_6RZ9& I- -1 618.0 ' - Tq 1; M"ha, / - - TW - 6 - 10 - - DIP &LEM UUTW - - W_ 1 7 - I " I f - I , /INV IN 601.70 4!_. T,W 617.0 W -T - : + qwi " , CO 11111 IBW606.1 ,_ TW 609-0 BW 604-0 II , I ! , 1, I , % 1- ___ ___ - . BW 61 UA // /TW 612.5 CO INV OUT 601. I 1, , I TW610-0 I I !I 111 IIII 1 6W 612.2 I III / BW 608.0 " ,/ ! I II I I . I i'11 1111 S - /- - s -_z __ , , _4 - - 0 ; _ — —S— . — S — — &__ S — — 7 S . o T — 0 - — —S — , — I I S I S- - -s- - -S-4- - -s- _"_ / /"\ SA-- S - 4- S "I ' / ,%i 1, ! " / ,11 / i : I // EASEMENT / I - - .I ! .1II'll / f MD I ! I / '/ / 7 - , I - / ) 1 - I— I/ PIG - - - - - , . ___ ___ _- I . - 11- ___ It__ I — 1 __ -, - - - - 'i0__ Carson Gradina and Utilities Notes 1. ALL SITE GRADING AND DRAINAGE CONTROLS SHOULD OCCUR WITHIN THE CONSTRUCTION LIMITS INDICATED ON THE E&S PLAN. 2. SWALES OR CHANNELS SHALL BE PLANTED WITH ANNUAL RYE GRASS TO STABILIZE AND CONTROL SOIL EROSION; ASPHALT AND OTHER IMPERVIOUS MATERIALS FOR SWALES OR CHANNELS WILL NOT BE PERMITTED. 3. INSTALL ALL YARD INLETS IN ACCORDANCE WITH ALL MANUFACTURERS' RECOMMENDATIONS. 4. CONTRACTOR TO COORDINATE UTILITY LOCATIONS WITH ARCHITECT (i.e. CABLE, TV, GAS, ELECTRIC). 5. ALL UTILITIES MOUNTED ON BUILDING TO BE LOCATED AT MINIMUM HEIGHTS ALLOWED BY SERVICE PROVIDERS. ALL MOUNTED UTILITIES SHALL BE PAINTED TO MATCH BUILDINGS. CONTRACTOR TO COORDINATE PAINT COLOR WITH ARCHITECT AND PAINTER PRIOR TO INSTALLATION. 6. ALL UTILITY PEDESTALS NOT MOUNTED TO THE BUILDING SHALL BE PAINTED TO MATCH ELECTRIC TRANSFORMERS. CONTRACTOR TO ENSURE REFLECTIVE ID MARKERS/CODING ARE NOT PAINTED. 7. TRANSFORMER PADS TO BE SUPPLIED AND INSTALLED BY SERVICE PROVIDER. 8. ALL ELECTRICAL CONDUIT SHALL BE PROVIDED BY SERVICE PROVIDER. SERVICE PROVIDER SHALL PROVIDE PULL WIRES TO CONTRACTOR. CONTRACTOR SHALL TURN UP AND CAP ALL CONDUITS. 9. GAS SERVICE TO BE INSTALLED BY SERVICE PROVIDER. GAS METERS SHALL NOT BE LOCATED DIRECTLY UNDER ANY WINDOWS (IF ANY). 10. CONTRACTOR TO COORDINATE UTILITIES WITH LANDSCAPE AND LIGHTING PLAN PRIOR TO INSTALLATION. ii. WATER METER TO BE SIZED BY ALBEMARLE COUNTY SERVICE AUTHORITY. General Construction Notes 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENT OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP-RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEERING, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE-CLASS I I 1. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). Construction Notes for Stormwater Management Plans 1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS. 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES. 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR. Stormwater Sewer Schedule McKEECARSON LANDSCAPE ARCHITECTS CONSULTING ENGINEERS LAND PLANNERS 301 East High Street Charlottesville, VA 22902 p: 434 . 979 . 7522 f: 434 . 977 . 1194 www.mckeecarson.com p,LTH op P711040, "'p-N 0-1 (,p ' F 1p,c eAJ K. TIWARI Lic. No.. 043868 rd Ak,It \N t -i I 0 ,,,,6 ;Itl. 01611 ' ,Ac_ IOIVAL Vt' REFERENCES: NORTH RIDGE SITE PLAN SDP-2008-00130: TIMMONS GROD CONSOLIDATED PLAT: THOMAS LINCOLN SURVEYORS OnIIi 1_ IIIIIIIIIIIIII 44 he W . q< 0 . LU V7 0 x Uj ix ppp_. W r 1-:IIiIIIIIIII 0 LLJ 44 CY) 0 . 0 0 0 j L,Lj 0 z ILI j z:) CIO IV, Mw III 0 CL LL. U_ l'— V) z 0 __ j C CLU .- 0) C/) I-- L_ LU I > — 11-_ a I _ j A.- I-- Ln 1-- C ::) 0 C) 0 U z 0) < UJI — 0: a 0 E Z U 4) — LU -0 0 I.- — < Z) < cle U () 1i De LU I-- 0 z 0 i I REVISIONS 10-03-08: COUNTY COMMENTS 1 1 -24-08: COU COMMENTS DESIGNED BKT, NBB, EKR CHECKED RBM SCALE 1 11=20. 1 CJ ' LAWN k , 18 M( 5 CJ 32 RA _ \ 4 II LOAD /NC DOCK AND RAMP II j I ! I I I ! i III ! I! v Il it I11 I d t 1 + I+ F1gn I ;+ I + I + I + MASONRY'WA + I I+ I I NOTE: I I REFER TO LTACH /NORjHRID6E SITE DEVELOPMENT P'AAN I DATED AUGUST 11 SUMITTRDUNDERSEPERATECOERi BY TIMMONS GROUP w -- — I I 0 i Landscape Plan Notes 1. ALL PLAINTS HAVING A QUANTITY GREATER THAN ONE -(1) SHALL BE MATCHED AND SUPPLIED FROM THE SAME SOURCE (PER SPECIES).CONTACT OWNER AND LANDSCAPE ARCHITECT AT THE TIME OF PLANT MATERIAL DELIVERY, BEFORE ANY SUBSTITUTIONS OR CHANGES, IF SCHEDULED TYPES ARE UNAVAILABLE, AND FOLLOWING INSTALLATION. 2. ALL PLAINT SUBSTITUTIONS SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO PLACEMENT OF ORDERS. CONTRACTOR SHALL SUBMIT THESE SUBSTITUTIONS IN WRITING. 3. OWNER SAND LANDSCAPE ARCHITECT SHALL INSPECT AND APPROVE ALL PLANT MATERIAL AT TIME OF DELIVERY AS WELL AS AFTER INITIAL PLACEMENT PRIOR TO PLANTING. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT 48 -HOURS PRIOR TO DELIVERY. 4. MULCH 1r0 BE DOUBLE SHREDDED HARDWOOD, CLEAN AND FREE FROM PEST AND DISEASES. MULCH SHALL RE APPLIED TO A 2 -INCH DEPTH. MULCH RINGS 24- INCHES MIN. IN DIAMETER ARE TO BE PLACED AROUND) ALL TREES NOT LOCATED IN PLANTING BEDS. 5. STABILIZATION MAT MAY BE APPLIED TO ALL SLOPES EXCEEDING 3:1 (TO BE DETERMINED BY LA AND ENGINEER). TREE PLANTING AND MEADOW MIX SPREADING SHALL BE PERFORMED IN A MANNER THAT DOES NOT COMPROMISE THE INTEGRITY OF THE SLOPE OR MAT (IF USED). SLOPE PROTECTION MATTING SHALL BE AN APPROPRIATE NORTH AMERICAN GREEN PRODUCT. CONSULT LAAND ENGINEER PRIOR TO ORDERING FOR TYPE AND QUANTITY. 6. CONTRAICTOR TO VERIFY QUANTITIES AND REPORT ANY DISCREPANCIES TO THE LANDSCAPE ARCHITECT. ALL PLANT SUBSTITUTIONS SHALL BE APPROVED BY THE OWNER AND LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 7. PLANTING IS SUBJECT TO CHANGE AS PER CLIENT REQUEST. 8. PLANTING WILL MEET MINIMUM COUNTY REQUIREMENTS. ANY CHANGES IN LOW MAINTENANCE GROUNDCOVER MUST BE APPROVED BY ALBEMARLE COUNTY PRIOR TO INSTALLATION. LAWN ING 1;AR 1`14V" 1'biG 1 PA2 \ 60 Legend Master Plant List CODE I SCIENTIFIC NAME --ICOMMON NAME QTYICALIPER ROOT SPAC- SI i X DECIDUOUS I I CANOPY TREES TYP.I I iL 'k >LJL I k.L.L A—& -A. AA. i GROUNDCOVER- BIO- RETENTION j I i I j I UGOOOOJUOOOOGOJUOOOGGOog000°ceoocg00000000qq OOOOGO OgOOOOOOO og000 00 GqIeooogc000000oocoo OJ000GOOOOOJOOOOOOOOGOU GROUNDCOVER- I " I DECIDUOUS UNDERSTORY 0000000ao ooo°I GENERALI TREES (TYP.)o0000000000g0000GOgcooOOOGOOOOOg0000000000000OJOGO000v0000JOgg00000 I EVERGREEN TREES (TYP.) 3' o.c. — I 3' o c.__ 13' o.c GROUNDCOVER- PERENNIAL SEED MIX IGROUNDCOVER I DECIDUOUS SHRUBS (TYP.)i Il SOD i SHRUBS — -- — _ -- _ EVERGREEN SHRUBS (TYP.) I CSI Cornus serice — IV2 1 llex verticillata 'Ji Dandy' WWinterberry Holly male _42 24" hg. /3 Cont. T o.c Master Plant List CODE I SCIENTIFIC NAME --ICOMMON NAME QTYICALIPER ROOT SPAC- SI i TCANOPY iS .F. /EA_ CANOPY T I DECIDUOUS CANOPY TREES R Acer rubrum Querc bicolor - - - - -- --- - - - Red Ma lee_ _ — __ Swam White Oak ING _ r -- - -- c B & B _1 -- 2 " 1 _ 2.5 cal. i4 _ r 452 L339 -- - 339 DECID OUS UNDERSTORY TREES S.F. /EA TOTAL DECID CANOPY TR_E_E_S _ AA — A_melanchier arborea'Autumn Brilliance' DownyServ_icgberrrr_Jl__ .6 -T ht_ - - TB &B SHRUBS -- J130 CA I IG _ IV Clethra_alnifolia'Sixteen Candles' Ilex labra'Ni _ Ilex vertici Sprite' Sweet Pepperbush Ink Be __ - -13 Winterberq Ho11y ______L2__ X24" hg./3 Cont. 24" h ./3 Cont. , 2 hg./3 g,Cont. 3' o.c. — I 3' o c.__ 13' o.c IGROUNDCOVER PV P virgatum 'Shenandoah'Switchgr 157 1 gal. Cont. 30" o.c. I Raingarden Plant List ODE SCIENTIFIC NAME IICOMMON NAME QTY. CCALIPER ROOT SPAC- 1CANOPY CANOPY II — (SIZE -- - -ING __ SS.F. /EA TOTAL DECID CANOPY TR_E_E_S _ I PA Platanus acerif og od' LLondo P 1 35 ca 1l. B& _ j NS — N ssa s Ivatica _Black Gum 4 4 IDECIDU_0_U UNDERSTORY TR HV Hamamelis virgin WIcthhazel hht. B &B 33 2 SHRUBS — -- — _ -- _ CSI Cornus serice — IV2 1 llex verticillata 'Ji Dandy' W Winterberry Holly male _42 24" hg. /3 Cont. T o.c ITV Iteaa virginica 'Hen f's Garnet' _ _— _Vir inia Sweetspire _4 GROUNDCO _ _ 2200 2" IpotS 12" o.c. Landscape Calculations TREE CANOPY CALCULATION REQUIRED PROVIDED TOTAL SITE AREA 2.90 AC TREE CANOPY REQUIRED (INDUSTRIAL USE =10% OF SITE) 0.29 AC 0.40 AC TOTAL PARKING AND CIRCULATION AREA 0.96 AC 5% OF TOTAL PARKING AND CIRCULATION AREA 0.05 AC 0.17 AC MCKEECARSON LANDSCAPE ARCHITECTS CONSULTING ENGINEERS LAND PLANNERS 301 East High Street Charlottesville, VA 22902 p: 434 . 979. 7522 f: 434 . 977 . 1 194 www.mckeecarson.com O , pLTH Op Gr EUGENE K. RYANG H o S, ro Asa w L` REFERENCES: NORTH RIDGE SITE PLAN SDP - 2008 -00130 : IMMONS GROUP CONSOLIDATED PLAT: THOMAS LINCOLN SURVEYORS Z ( O ? Q CL U- Ifl a V) o• U . z p Q a- I 0 J Lu Q O Q C Q CL UONO Nz0UoW O = Z 7 W L IJ J o u N m w -O 1— QWZ) Qa w 0 0 W z O All __j REVISIONS 10- 03-08: COUNTY COMMENTS 11 -24 -08: COUNTY COMMENTS DESIGNED BM, ER STREET TREES REQUIRED 350 /50) 7 10 SCREENING TREES REQUIRED N/A CHECKED RBtv1PARKINGLOTTREESREQUIRE ( /1) 9 18 VALUES FOR THE AREA OF CANOPY PROVIDED WERE GENERATED FROM THE ALBEMARLE TREE CANOPY CALCULATION SCALE 1 " =2b' Bye- _____- _--- - - - - - - - -- -- ' - CHART OR, IN THEABENCEOFTREE- SPECIFIC DATA, THE BEST PROFESSIONAL JUDGEMENT OFALANDSCAPEARCHITECT DATE 08/ 11 boo ------- - - - - -- _ U .S. ROUTE 250 scale : 1" = 20' contour interval : 2'PROJECT 0810 0 20 40 80 SHEET NUMBER and Field Sport Concepts, Ltd. reserve their common law copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are or copied in any form or manner whatsoever, nor are any express permission and consent m OF 14 Biofilter Plant List 0 0 W z O All __j REVISIONS 10- 03-08: COUNTY COMMENTS 11 -24 -08: COUNTY COMMENTS DESIGNED BM, ER STREET TREES REQUIRED 350 /50) 7 10 SCREENING TREES REQUIRED N/A CHECKED RBtv1PARKINGLOTTREESREQUIRE ( /1) 9 18 VALUES FOR THE AREA OF CANOPY PROVIDED WERE GENERATED FROM THE ALBEMARLE TREE CANOPY CALCULATION SCALE 1 " =2b' Bye- _____- _--- - - - - - - - -- -- ' - CHART OR, IN THEABENCEOFTREE- SPECIFIC DATA, THE BEST PROFESSIONAL JUDGEMENT OFALANDSCAPEARCHITECT DATE 08/ 11 boo ------- - - - - -- _ U .S. ROUTE 250 scale : 1" = 20' contour interval : 2'PROJECT 0810 0 20 40 80 SHEET NUMBER and Field Sport Concepts, Ltd. reserve their common law copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are or copied in any form or manner whatsoever, nor are any express permission and consent m OF 14 Biofilter Plant List N ; FARMINGN 60- OUtC ONIIyG RUI=,g I h Luminaire Schedule for Sieg Site SYMBOL LABEL QTY CATALOG NO.DESCRIPTION LAMP FILE LUMENS LLF WATTS HEIGHT Min Max/Min Avg/Min KAD 400M SR3 AREA LIGHT WITH HIGH ONE 400 -WATT CLEAR 0.2 fc 0.0 fc N/A N / A PARKING LOT ONLY X OD -2 3 MOUNTED ON 20 PERFORMANCE SR3 ED-28 METAL HALIDE,It19476.ies 32000 1.00 924 20' 6.3:1 2.7:1 SIDEWALK 8' SSS POLE FINISH OPTICS, CLEAR FLAT HORIZONTAL POSITION. 0.1 fc 20.0:1 8.0:1 UVALTACH 0 2.4 fc 15.7 fc 0.0 fc SHERWIN GLASS. WILLIAMS ROOKWOOD SHUTTER GREEN ELA DARK SKIES DARK SKYS LANTERN 32 WATT TRT OG -1 10 FULL CUTOFF DK REFLECTOR IN HAT HORIZONTAL POSITION DS5970 -5-2400 1.00 40 13.5' L4554 -HOR5-TEXTURED LENS 250MH.IES 100MH/ MOUNTED ON ELA P3059 -12 CAST ALUMINUM POLE W/ UVA SEAL - ROOKWOOD SHUTTER GREEN FINISH KAD 400M R3 HS DIECAST CUTOFF ONE 400 -WATT CLEAR OF -1 2 MOUNTED ON 20 LUMINAIRE W /R3 REFL.BT-37 METAL HALIDE,LTL8675.IES 32000 1.00 462 20' SSS POLE FINISH AND HOUSE SIDE HORIZONTAL POSITION. TO BE SHERWIN SHIELD WILLIAMS ROOKWOOD SHUTTER GREEN 1. ALL FIXTURES ARE IES / IDA DARK SKIES APPROVED. ALL FIXTURES HAVE HORIZONTAL LAMPS WITH FLAT GLASS. 2. ALL CALCULATIONS ARE AT GRADE. 3. ALL CALCULATIONS ARE INITIAL USING A LLF OF 1.00 Luminaire Statistics Sieg Site 10 /OG - °0.2 0. I ° 0.0 `0.0 V.v i r ,'' so _ d-- ------------- - - - - -- reserve their 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 or copied in any form or manner whatsoever, nor are STATISTICS LABEL MH TILT b.3 1 b.2 Description Symbol I ° 0.0 `0.0 V.v i r ,'' so _ d-- ------------- - - - - -- reserve their 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 or copied in any form or manner whatsoever, nor are STATISTICS LABEL MH TILT 10 OG -1 13.5 Description Symbol Avg Max Min Max/Min Avg/Min LTACH PROPERTY LINE 0.0 fc 0.2 fc 0.0 fc N/A N / A PARKING LOT ONLY X 4.3 fc 15.7 fc 0.3 fc 52.3:1 14.3:1 SIDEWALK 5'X 0.8 fc 1.9 fc 0.3 fc 6.3:1 2.7:1 SIDEWALK 8'X 0.8 fc 2.0 fc 0.1 fc 20.0:1 8.0:1 UVALTACH 0 2.4 fc 15.7 fc 0.0 fc N/A N/A Lighting Notes Sieg Site 1. ALL FIXTURES ARE FULL CUTOFF FLAT GLASS, IDA / IES DARK SKIES RATED. 2. ALL FOOTCANDLE LEVELS ARE INITIAL - -USING A LLF OF 1.00. 3. ALL FOOTCANDLE LEVELS ARE MEASURED AT GROUND LEVEL. 4. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ON -HALF FOOT CANDLE. 5. MAXIMUM HEIGHT OF SIEG MAINTENANCE BUILDING: 26 FEET. 6. SIMILAR PRODUCTS MAY BE SUBSTITUED WITH OWNER /ARCHITECT APROVAL ALL FIXTURES AND COMPONENTS TO MATCH THE PROPOSED AT LONG TERM ACUTE HOSPITAL PLAN. Luminaire Locations NO.LABEL MH TILT 10 OG -1 13.5 0.0 3 OD -2 20.0 0.0 2 OF -1 20.0 0.0 any McKEECARSON LANDSCAPE ARCHITECTS] CONSULTING ENGINEERS, LAND PLANNERS 301 East High Street Charlottesville, VA 22902 p: 434. 979. 7522 f: 434. 977. 1194 www.mckeecarson.com REFERENCES: NORTH RIDGE SITE PLAN SDP-2008-00130: IMMONS GROU CONSOLIDATED PLAT: THOMAS LINCOLN SURVEYORS L 1_ P'ZJ F W O W ad i' r W h M O a C 0 J ca O z z J m Q CL U_ U_ Q F_ V) U ._ Q V Z Q J _.j Q CL 1- C CL cn 0 Z O U - w (' CX O Q E U w -Q U Q w z O J REVISIONS 10- 03-08: COUNTY COMMENTS 11- 24-08: COUNTY COMMENTS DESIGNED SRK, NBB, EKR CHECKED ICBM SCALE 1 DATE 08/11/08 scale : 1" = 20' contour interval 2' PROJECT 0810 0 20 40 80 SHEET NUMBER 08 express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. OF 14 MCKEECARSON`J DRAINAGE SWALE DIRECTS FLOW 1. SET POSTS AND EXCAVATE A 4 "1 2. STAPLE WIRE FENCING TO THE POSTS. LANDSCAPE ARCHITECTS TO SEDIMENT 2 X 4" WOOD FRAME TRENCH UPSLOPE ALONG THE LINE BASIN WITH GRATE OF POSTS.CONSULTING ENGINEERS ' STONE= 3" BM -2 ASPHALT CONSTRUCTION 7 ' 10' MAX. LAND PLANNERS 0 TOP COURSE 1 + sACCESSriT z I 301 East High Street EXISTING 1.5' MAX. ` FRAME i i' It I I Charlottesville, VA 22902 f-- PAVEMENT -- \ 11i11 " j - "'' J 1 I p: 434. 979 . 7522 6" 21AAGGREGATE - - _ _ . 9www.mckeecarsoncomBASE ;.r r -•''' f,' -E " 3 MIN. 6m FILTER - - I XMIN. - - . _ - {, CLOTH 'I LIMITS OF FENCE SECTION A -A EX. CURB OR GATHER ter' _ BE DETERMINED BY I i- - : EDGE OF EXCESS _ i \ PROJECT E I TH pF LPAVEMENTATCORNERSARCHITECTORU 70 MIN.ASPHALT PAVED - I ENGINEER B WASHRACK FLLOW SNOW FENCE I I 9 PERSPECTIVE VIEWS B AJESH K. TIWARI MUST EXTEND * 4 Lic. No.. 043868 FULL WIDTH OF STAKE 3., ATTACH THE FILTER FABRIC TO THE 4. BACKFILL AND COMPACT THE O 11 I9J 0`U INGRESS AND WRE FENCE AND EXTEND IT INTO THE EXCAVATED SOIL. 2 EGRESS FABRIC I I TRENCH. ` x OPERATION >' \ EXISTING PAVEMENT U POSITIVE DRAINAGE i i` ! BOARD FENCE 1 TO SEDIMENT ° I I ` { { 1 MIN. k: _ CORD FENCE REFERENCES: STONE- TRAPPING DEVICE NORTH RIDGE SITE Ptilr; ! r _ - - LAN CONSTRUCTION A' 1 -__ - PLASTIC FENCE ISDP 2008-00130ACCESSIMMONSGROUP i ! = !' , r -. I I r v _ - , + T PLAN VIEW - CORRECT METHODS OF TREE FENCING CONSOLIDATED PLAT: ELEVATION OF STAKE AND --'" THOMAS LINCOLN SURVEYORS FABRIC ORIENTATION l FLOWPOSITIVEDRAINAGEDETAILA -, iL12' MIN TO SEDIMENT - T { 2 % _ TRAPPING DEVICE i 11 \ \\ \\\ SPECIFIC APPLICATION EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER FILTER FABRIC FILTER THAN 5 %) WHERE THE INLET SHEET OR OVERLAND FLOWS (NOT SECTION B -B CLOTH WIRE / EXCEEDING 1 C.F.S.) ARE TYPICAL. THE METHOD SHALL NOT zAS VAPPLYTOINLETSRECEIVINGCONCENTRATEDFLOWS, SUCH AS - - I I , , , , r ; ` " , '„ NOTE: IN STREET OR HIGHWAY MEDIANS. A MINIMUM WATER TAP OF 2" IS REQUIRED WITH A MINIMUM WASH HOSE DIA. OF 1.5 ".SOURCE: N.C. EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, 1988 TRIANGULAR BOARD FENCE CORRECT TRUNK ARMORING Q PAVED CONSTRUCTION ENTRANCE IP SILT FENCE DROP INLET PROTECTION )F LT 'SI FENCE WITH WIRE SUPPORT TP TREE PROTECTION AND PRESERVATION FENCING dCENXT.S. DETAIL NxT.S. [DETAIL NXT.S. DETAIL u N.T.S.PLAN AND SECTION Q Q Lu D L = TOTAL DISTANCE FROM I.- C) Q INFLOW D/2 AROUND POINT OF INFLOW A : , A DAROUNDTHEBAFFLETO THE RISER. ._ NORMAL POOL \ 9,. COMPACTED SOIL VWOT #1 m o _ 3d — — ' ` `\ I Z Q 4 PIPE OUTLET TO FLAT — •-COARSE AGGREGATE \ r \ , PLAN VIEW _V ' AREA WITH NO DEFINED '-YrY` ff a D12 RISER EROSION CONTROL FABRIC \ 2Y ' k\ Z ,_ CHANNEL U O 18" MIN ' > VDOT STD. EC-3 frM1 , r , c\x, `` tr> \a`F — — 1' 1J Unfx r "tom r c > t 4 \ q* J f-- FLOW DNORMALPOOL I { m 1 ! , _ .._ ! ! _._..._ I , .. -_.. I ; ! ! - - -- , 1 - -- I :: t' j I - i ` '• -° r` - i 1 , ' `}' ', - `'... r ?• iL..i_ ',r ,.') Z jjIrfTr : -: .._ \ 1 ti 1 1 ,1, ,'r 1, ?' -: 11'• :.I .. I I .:. I r 1 I { _' II ! 11 - J CL O O LLlCLJ I III 1 " RISER 1 1 )! r; t L. 1- - Z N U 4.5' MIN. j l a O 1 M \—uj C D/ / 6 M SECTION A -A 0% Wy _ 4 Z w L v ul BAFFLE Q U Z KEYING -9 J TYPICAL GRAVEL STRUCTURE FILTER CLOTH ENTIRE PER MEETERR W I.- RISER MPORARY DIVERSIO N D I KE QTEXD -006 INFLOW DETAIL N.T.S. A l U NORMAL POOL - ~ 3d (MIN.)Q COMPACTED SOIL fix__ - A o BAFFLE \ r .^ \\, -. D / f PLAN VIEW d o \ T'3+^ " ' ` ` t - - - -•-„JI PIPE OUTLET TO WELL D/2 f s11 DEFINED CHANNEL SHEETS OF X11 L / / L2 I 1 \ - tc1 , , 1 i LIMING REQUIREMENT: 3 _ „ , 4X8 \ \ J 1 EXTERIOR L = +L Z _ 1 I _. , I ., -n-,, PLYWOOD OR Z pH TEST RECOMMENDED APPLICATION " I t -7; , - to111F _ ' DIVALENT , + 1 E Q OF AGRICULTURAL LIMESTONE L a 1 > > : ' ',', a = INFLOW IMIUM SECTION A -A 0 % REVISIONS BELOW 4.2 3 TONS PER ACRE 6' MIN d 10- 03-08: COUNTY COMMENTS 4.2 TO 5.2 2 TONS PER ACRE 11- 24-08: COUNTY COMMENTS RISER CREST ELEVATION r r -v _r - POSTS MIN. SIZE 4 11 4 , 5.2 TO 6 1 TON PER ACRE TYPICAL EARTHEN STRUCTURE KEY IN 6 " -9'; SQUARE OR 5 ROUND. SET AT LEAST 3' INTO FILTER CLOTH RECOMMENDED FOR ENTIRE PERIMETER THE GROUND. NOTES: FERTILIZERS: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION BASKET, OR CONCRETE. 8' 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING PLATES 3.18 -3 AND 3.18-4. 600 LBS /ACRE OF 10 -20-10 (N -P -K) 3. d =1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT LESS THAN 6 INCHES. BAFFLE LOCATIONS IN SEDIMENT TRAP "D- SITE SPECIFIC SEEDING MIXTURES (175 LBS /ACRE): W ' TEMPORARY RIGHT -OF -WAY DIVERSIONS XD -013 OUTLET PROTECTION - PIPE XD -018 BF DETAIL N.T.S. ,SECTION N.T.S. OP PLAN AND SECTION N.T.S. TURF -TYPE TALL FESCUE 95- 100% IMPROVED PERENNIAL RYEGRASS 0'5% KENTUCKY BLUEGRASS 0-5% L ORARY & PERMANEN T SEEDING SPECIFICA Tl NS , T. S. DESIGNED BIKT CHECKED RIM SCALE 1 " =O DATE 08/11/08 PROJECT 08110 SHEET NUMBER reserve their 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 reprocduced, 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. OF 14 ASPH PAVING — ROADS VARIES 8' 8' SECTION N.T.S. CONTRACTION JOINT 2" SMOOTH TOOLED EDGE (TYP.) 2" SURFACE COURSE VDOT STANDARD SURFACE/SM -2A OR 9.5A 3" BINDER COURSE VDOT STANDARD BM -2 OR 25.0 10" BASE COURSE SUB -BASE /21A 100 COMPACTED SUBGRADE MAXIMUM DRY DENSITY ASTM D698, METHOD D) All CONCRETE TO BE CLASS A3 IF CAST IN PLACE; 4000 PSI IF PRECAST SURFACE & BASE SEE A & B /08 SUBBASE DEIPTH OF CURB MAY BE INCREASED OR REDUCED BY UP TO 3" IN ORDER THAT BOTTOM OF CURB MAZY COINCIDE WITH TOP OF A COURSE OF PAVEMENT. OTHERWISE DEPTH TO BE 18" AS SHOWN. VIDOT STANDARD CG -2 CURB 1.5" SURFACE COURSE VDOT STANDARD SURFACE /SM -2A OR 9.5A 2" BINDER COURSE VDOT STANDARD BM -2 OR 25.0 6" BASE COURSE SUB -BASE /21A 95 COMPACTED SUBGRADE MAXIMUM DRY DENSITY ASTM D698, METHOD D) SECTION N.T.S.SECCTION N.T.S. VAN ACCESSIBLE SIGN RESERVED MAXIMUM PARIONG PENALTY HANDICAP SIGN (27 -8) E100 VIOLATION FEE (27 -8D) VAN 2" O.D. STEEL POST, COLOR ACCESSIBLE TO BE DETERMINED BY OWNER. CONCRETE FOOTING R7-8 R7-8D 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 RESERVED PARKING SIGN TYPE R7-8 & R7-8D & VAN ACCESSIBLE 5' MIN. COMMON ACCESS AISLE (8' MIN. VAN) 4" WIDE PAINT STRIPING, TYP. HANDICAP SYMBOL LIGHT BROOM FINISH TO BE PERPENDICULAR TO DIRECTION OF TRAVEL 4 - EXPANSION JOINT - SEE 51- 011 PLAN N SECTION CONCRETE WALK 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. HANDICAP PARKING SPACE CONTRACTION JOINT 6 O.C. MAX. OR AS SHOWN ON PLANS. DEPTH SHALL BE 1.25" OR 25% OF CONCRETE THICKNESS EXPANSION JOINT MAX. 25' O.C.) - SEE WWF 6" X 6" W1.4XW1.4 WITH 2" MINIMUM COVER 4000 P.S.I. CONCRETE AT 28 DAYS - AIR- ENTRAINED COMPACTED AGGREGATE BASE VDOT #21A COMPACTED SUBGRADE MIN. CROSS SLOPE 1.5 %; MAX. 2% PLAN AND SECTION N.T.S. 3" TH. MIXED VIRGINIA FIELDSTONE CAP, 1" REVEAL (TYP) MIXED VIRGINIA FIELDSTONE VENEER, 3,000 PSI CONCRETE FOOTER @ 28 DAYS 3) #4 BARS, CONTINUOUSN/ 3' -0" TYP #4 BARS @ 2' O.C. COMPACTED VDOT #21 -A AGG. SUBGRADE COMPACTED TO 95% MODIFIED PROCTOR RETAINING WALL WITH WEIR scale 1/2" =V -0" SECTION 0 112 1 2 DETAIL EXPANSION JOINT SEALANT BACKER ROD, 1/2" DIA. EXPANSION JOINT MATERIAL 1/2" 1 ;k ^/ TYPICAL EXPANSION JOINT NOTE: Hw RAKE JOINTS 1" FOR DRY -LAID APPEARANCE 4' -0" - 6' - 0"SEE GRADING 3" MIXED VIRGINIA 8 "x8" PRECAST CONCRETE LINTEL, PLAN FOR TOP 1' -10" CAP 8" BEARING EACH SIDE 0' -5„OF WALL AND SCUPPER ELEV.1' - 8" WALL t 5 "x5 "x5 /16 "x5'L STEEL ANGLE LINTEL, (1) EACH 1" REVEAL 31411TYP.) 6" MIXED VIRGINIASIDE, (2) COATS FLAT BLACK ENAMEL, 6" Z -O"FIELDSTONE VENEER,0 5' -10"BEARING EACH SIDE 4 @ 16DRY -LAID APPEARANCE 4 @ 16WEIROPENING, 4' WIDTH, WITH 3" 8 "x8 "x16" STD. CMU, CONT. 11 11 TH. VIRGINIA FIELDSTONE SCUPPER Q 8) - #4 EVERY 3 COURSES, GALV. WALL TIES EVERY (3) COURSES 8 "x8 "x16" STD. CMU WI FULLY GROUTED FINISH GRADE W/ 4" MIN.I I CORE, CONT. DUROWALL REINFORCEMENT 4 FROM WALL @ 2% MIN., EVERY 2 COURSES, GALVINIZED WALL TIES uj P" BARS I FULLY GROUT VOID FINISH GRADE W/ 4" MIN. TOPSOIL, SLOPE AWAY c.,, 0 I / /' FROM WALL @ 2% MIN., BOTH SIDES z1 p \ \ Q FIELDSTONE RIP -RAP (f0 MATCH WALL) HORIZ. LEG U 3) #4 BARS CONT., 3" CLEAR 5'L' BAR @ 2' O.C. WITH 1'-6" HORIZ LEG ih 3" CCLR OC 3" CLR 0 w 0 811 3,000 PSI CONCRETE FOOTER @ 4 COAT WITH ELASTOMERIC WATERPROOFING, 11 COMPACTED VDOT #21 -A AGG.o 3 BELOW FINISH GRADE TO TOP OF FOOTING SUBGRADE COMPACTED TO 95% 10 SEECTION 0 57 CLEAN STONE 0 1/ 2 4" PERFORATED HDPE DRAIN w W SLOPE HAUNCH TO WASH 3,000 PSI CONCRETE FOOTER @ 28 DAYS 3) #4 BARS, CONTINUOUSN/ 3' -0" TYP #4 BARS @ 2' O.C. COMPACTED VDOT #21 -A AGG. SUBGRADE COMPACTED TO 95% MODIFIED PROCTOR RETAINING WALL WITH WEIR scale 1/2" =V -0" SECTION 0 112 1 2 DETAIL EXPANSION JOINT SEALANT BACKER ROD, 1/2" DIA. EXPANSION JOINT MATERIAL 1/2" 1 ;k ^/ TYPICAL EXPANSION JOINT SECTION FREE STANDING WALL SECTION N.T.S. Nu 1 CJ: 1. TRENCIH DRAIN GRATE TO BE IRONSMITH 'MARKET STREET M905 LENGTHS' STANDARD. FRAME TO BE IRONSMITH 9000F -18. SUBMIT ARCHITECT FOR APPROVAL OF GRATE OR FRAME SUBSTITUTIONS. TRENCH DRAIN SEE NOTE #1 FOR TRENCH GRATE AND FRAME FINISH TO MATCH SIDEWALK 1/2" EXPANSION JOINT, BOTH SIDES ADJACENT SIDEWALK 3,000 PSI CONCRETE MATCH BOTTOM OF CURB ELEVATION, SLOPE 2% TO OUTFALL 3) #4 BARS, 3" CLEAR 3-18, UNFINISHED CAST IRON, 24" SHOP DRAWINGS TO LANDSCAPE N.T.S. 10 SECTION N.T.S. 10 K RAILING AS REQUIRED 10 BY CODE I: 0 10 I 2 "CLR A "M" BARS VERT) i #4 12"V.HOKIZ) 3 I." BACKFONE _ scale: 1/2" Ill- 0" 0 1/2 1 2 RETAINING WALL SCHEDULE V-110" CAP Hw 0' -0" - 4' -0"4' -0" - 6' - 0" 1'- 8" WALL 3" MIXED VIRGINIA O TYP-)FIELDSTONE CAP 0' -5„ N wli/t 1 /1 1" REVEAL 31411 4 ' -616" MIXED VIRGINIA W'Z -O"FIELDSTONE VENEER,0 5' -10"RAKE JOINTS FOR 4 @ 16DRY -LAID APPEARANCE 4 @ 16 4 @ 10 8 "x8 "x16" STD. CMU, CONT.L" BARS 11 DUROWALL REINFORCEMENT w 8) - #4 EVERY 3 COURSES, GALV. WALL TIES EVERY (3) COURSES M" BARS FINISH GRADE W/ 4" MIN.I I TOPSOIL, SLOPE AWAY 0 I'FROM WALL @ 2% MIN., 1.BOTH SIDES P" BARS I FULLY GROUT VOID 0 SLOPE HAUNCH TO WASH 0 I / /'z14BAR@24" O.C., W/ V -3" Q HORIZ. LEG U 3) #4 BARS CONT., 3" CLEAR ih 3" CCLR OC 3" CLR 0 w 0 811 3,000 PSI CONCRETE FOOTER @ 4 28 DAYS 11 COMPACTED VDOT #21 -A AGG.ojK \ \/ \SUBGRADE COMPACTED TO 95% 10 SEECTION 0 MODIFIED PROCTOR 0 1/ 2 SECTION FREE STANDING WALL SECTION N.T.S. Nu 1 CJ: 1. TRENCIH DRAIN GRATE TO BE IRONSMITH 'MARKET STREET M905 LENGTHS' STANDARD. FRAME TO BE IRONSMITH 9000F -18. SUBMIT ARCHITECT FOR APPROVAL OF GRATE OR FRAME SUBSTITUTIONS. TRENCH DRAIN SEE NOTE #1 FOR TRENCH GRATE AND FRAME FINISH TO MATCH SIDEWALK 1/2" EXPANSION JOINT, BOTH SIDES ADJACENT SIDEWALK 3,000 PSI CONCRETE MATCH BOTTOM OF CURB ELEVATION, SLOPE 2% TO OUTFALL 3) #4 BARS, 3" CLEAR 3-18, UNFINISHED CAST IRON, 24" SHOP DRAWINGS TO LANDSCAPE N.T.S. 10 SECTION N.T.S. 10 K RAILING AS REQUIRED 10 BY CODE I: 0 10 I 2 "CLR A "M" BARS VERT) i #4 12"V.HOKIZ) 3 I." BACKFONE _ scale: 1/2" Ill- 0" 0 1/2 1 2 RETAINING WALL SCHEDULE C z Hw 0' -0" - 4' -0"4' -0" - 6' - 0"6' - 0" - 8' - 0"8' - 0" - 10' -0" O 0 ,„014„0' -5„01-9t wli/t 1 /1 2' -21'31411 4 ' -61 W'Z -O"3' -2"4' -5"5' -10" D BARS 4 @ 16 4 @ 18 4 @ 16 4 @ 10 2 "CLR L" BARS 6) - #4 6) - #4 6) - #4 8) - #4 p M" BARS 4 @ 16"4 @ 10" z 0" BARS 4 @ 18"4 @ 18"5 @ 16"5 @ 10" 8 " P" BARS 4 @ 18"4 @ 18"4 @ 16"4 @ 10" FASTENING BOLT 4 BARS SEE DETAIL A/14 COMPACTED SUBGRADE BUMPER BLOCKS P, SECTION vmnTU \ /AOMC N.T.S. LIGHT BROOM FINISH 1/4" SAWED OR TOOLED JOINT X 1 -1/4" DEPTH 2" RADIUS SEE DETAIL WWF2.9 "X2.9" W/ 2" MIN. COVER; TURN DOWN 6" COMPACTED AGGREGATE BASE VDOT #21 A N.T.S. 21/2" SQUARE POSTS, CAPS AS SHOWN 3/4" SQUARE PICKETS BX3 LINE BOULEVARD BRACKET I,BX4 END BOULEVARD BRACKET I,LUMINUM POST WITH #8839 IOUNTING PLATE IET POST IN CORE- DRILLED HOLE, ENTERED, FILL WITH NON- SHRINK GROUT ONCRETE RETAINING WALL 1) PROVIDE ECHELON PLUS PANEL CLASSIC 3 RAIL 48" HEIGHT ALUMINUM FENCING MANUFACTERED BY AMERISTAR (1- 888 -333- 3422). 2) BLACK POWDER COAT FINISH. 3) FENCE PANELS STEP WITH TOP OF WALL. PEDESTRAIN GUARDRAIL AT CONCRETE RETAINING WALL ELEVATION N.T.S. NOTE: DETAILS N -10 CONCRETE RETAINING WALL AND 0 -10 WALL CONTROL JOINT PREPAPARED BY: MOLER & ASSOCIATES CONSULTING STRUCTURAL ENGINEERS ALT R OF 108 FIRST STREET SOUTH CHARLOTTESVILLE, VA 22902 G'r PHONE: 434971 -3027 FAX: 4349714027 t' DENNIS J. MOLER No. 15334 s joNA L SEE DETAIL 0 -1 16 GA. GALV. SHEET 3/4"STL. COATED TO PREVENT BOND. WIRE CUT ALTERNATE HORIZ. TIES @ EACH HORIZ. BAR BARS AT JOINT JOINT N o SEALANT M R BACKER EA NTH FACE DETAIL 0 -1 WALL CONTROL JOINT scale:, =1' -0" SECTION 0 1 /2 1 2 McKEECARSON LANDSCAPE ARCHITECTS CONSULTING ENGINEERS LAND PLANNERS 301 East High Street Charlottesville, VA 22902 p: 434 . 979 . 7522 f: 434 . 977 . 1 194 www.mckeecarson.com l 09 OF Lj U ESH K. TIWARI Lie. No.. 043868 s REFERENCES: NORTH RIDGE SITE PLAN SDP - 2008-00130 IMMONS GROUP CONSOLIDATED PLAT: THOMAS LINCOLN SURVEYORS Z A: c 0 O"BARS DOWELS) D" BARS SEE DETAIL N -1) P" BARS to A,co U- z 2 "CLR L" BARS M = w 45 ° 0 CONT O N vi IL 45 CV) O S 8 " 4 U a I N m Q DETAIL N -1 U ih 3" CCLR OC 3" CLR 0 w 0 811 li 0 U w N CONCRETE RETAINING WALL NEAR CONNECTOR scale =1' -0" 10 SEECTION 0 0 1/ 2 FASTENING BOLT 4 BARS SEE DETAIL A/14 COMPACTED SUBGRADE BUMPER BLOCKS P, SECTION vmnTU \ /AOMC N.T.S. LIGHT BROOM FINISH 1/4" SAWED OR TOOLED JOINT X 1 -1/4" DEPTH 2" RADIUS SEE DETAIL WWF2.9 "X2.9" W/ 2" MIN. COVER; TURN DOWN 6" COMPACTED AGGREGATE BASE VDOT #21 A N.T.S. 21/2" SQUARE POSTS, CAPS AS SHOWN 3/4" SQUARE PICKETS BX3 LINE BOULEVARD BRACKET I,BX4 END BOULEVARD BRACKET I,LUMINUM POST WITH #8839 IOUNTING PLATE IET POST IN CORE- DRILLED HOLE, ENTERED, FILL WITH NON- SHRINK GROUT ONCRETE RETAINING WALL 1) PROVIDE ECHELON PLUS PANEL CLASSIC 3 RAIL 48" HEIGHT ALUMINUM FENCING MANUFACTERED BY AMERISTAR (1- 888 -333- 3422). 2) BLACK POWDER COAT FINISH. 3) FENCE PANELS STEP WITH TOP OF WALL. PEDESTRAIN GUARDRAIL AT CONCRETE RETAINING WALL ELEVATION N.T.S. NOTE: DETAILS N -10 CONCRETE RETAINING WALL AND 0 -10 WALL CONTROL JOINT PREPAPARED BY: MOLER & ASSOCIATES CONSULTING STRUCTURAL ENGINEERS ALT R OF 108 FIRST STREET SOUTH CHARLOTTESVILLE, VA 22902 G'r PHONE: 434971 -3027 FAX: 4349714027 t' DENNIS J. MOLER No. 15334 s joNA L SEE DETAIL 0 -1 16 GA. GALV. SHEET 3/4"STL. COATED TO PREVENT BOND. WIRE CUT ALTERNATE HORIZ. TIES @ EACH HORIZ. BAR BARS AT JOINT JOINT N o SEALANT M R BACKER EA NTH FACE DETAIL 0 -1 WALL CONTROL JOINT scale:, =1' -0" SECTION 0 1 /2 1 2 McKEECARSON LANDSCAPE ARCHITECTS CONSULTING ENGINEERS LAND PLANNERS 301 East High Street Charlottesville, VA 22902 p: 434 . 979 . 7522 f: 434 . 977 . 1 194 www.mckeecarson.com l 09 OF Lj U ESH K. TIWARI Lie. No.. 043868 s REFERENCES: NORTH RIDGE SITE PLAN SDP - 2008-00130 IMMONS GROUP CONSOLIDATED PLAT: THOMAS LINCOLN SURVEYORS Z c 0 z iY Q CL U- Q Q I-- vi CV) O S Z a o U a I N m Q Q Q OCvi 0 w 0 W z 0 U w z w to 0 QO U X m w W Q U Q Q cl w W z 0 h J REVISIONS 10 -03-08: COUNTY COMMENTS 11- 24-08: COUNTY COMMENTS DESIGNED SK; BM CHECKED RBM reserve their common are the property of McKee Carson ana Fiela sport concepts, Ltd. These plans are not to be reproduced, changed, or copied in any torm or manner, wnatsoever, nor are they to be assigned to any express or SCALE DATE PROJECT SHEET NUMBER AS SHOWN' 08/11/08 0810 OF 14 7 4 n" -10 4 IA" i ASPHALT PAVING — PARKING SECTION 7' -11" MAX MONOLITHIC CURB AND SIDEWALK 615 610 605 11 595 590 585 1 575 YD EX-1 S Ho W 1.5 S 2.0 CD CD 1.0 2.0 2.5 o 0 2.5 o 2.0 2.5 3.5 a RI 3.0 4.0 3.0 3.0 4.5 3.5 4.0 5.0 4.0 4.5 SAND 0.02 " -0.04" ASTM SLOPE 1' {C -33 FINE) 3:1 (MAX)8 OR #78 CLEAN - WASHED LL rPROPCSED LU NEEDLE - PUNCHED C -33 CONSTRUCTION NON -WOVEN GRADE GEOTEXTILE FILTER FABRIC SOIL (OPTIONAL)LINING ENTIRE BIOFILTER 57 CLEAN- WASHED STONE EXISTING VI GRADE 0 LU o•U 0 Z Q sN Q E npF 1?o J ii W 1 /Sl Z o O O z V , O m M De Uj U m H z w 0 p Q V) J U Z m Cl) 0 F- W m Q LEI U 0 o Q v> Q o w LU cn F_ W J ao a rn N W o F'RI AF' 0 o H o Zo co Z co Zz 0 +00 0 +20 0 +40 0 +60 0 +80 STORM DRAIN PROFILE (BIOFILTER 0 1 +00 1 +20 SCALE H: 1" = 29, V:1 "= 5' COARSE* AGGREGATE 1' 2, CLASS I RIPRAP 31 FILTER CLOTH ELV. 601 1.01 ORIGINAL 67 CU. YD.lACRE _ 3 , GROUND DRY) 2.5 ELEVATION r. 67 CU. YDJACRE WET/EXCAVATED) 4 7% i // / %,i /%;G%ji LENGTH =10 2 FT y\ : A 6 x DRAINAGE AREA (IN AC.) CROSS SECTION OF OUTLET CLASS I RIPRAP COARSE* AGGREGATE FILTER CLOTH EXCAVATED AREA DIVERSION DIKE OUTLET (PERSPECTIVE VIEW) NOTE: COARSE AGGREGATE SHALL BE VDOT #3, #357 OR #5 TEMPORARY SEDIMENT TRAP PERSPECTIVE AND SECTION N.T.S. reserve tnelr common SOIL MAP SCALE H: 1" = 20', V: 1 "= 5' MINIMUM TOP WIDTH (W) REQUIRED FOR SEDIMENT TRAP EMBANKMENTS ACCORDING TO HEIGHT OF EMBANKMENT (FEET) H Ho 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 3.5 2.5 3.0 4.0 3.0 3.0 4.5 3.5 4.0 5.0 4.0 4.5 RIGINAL GROUND LEVATION XCAVATED AREA IAX. DEPTH = 4' TEMPORARY SEDIMENT TRAP DIMENSIONS Mr v l DETAIL N.T.S. ELV. 603 1' ELV. 602 2' W CROSS SECTION OF OUTLET OUTLET PIPE TEMPORARY SEDIME TRAP J SECTION MINIMUM TOP VWIDTH (W) REQUIRED FOR SEDIMENT TRAP EMBANKMENTS ACCORDING T01 HEIGHT OF EMBANKMENT (FEET) XD -006 N.T.S. H Ho W 1.5 0.5 2.0 2.0 1.0 2.0 2.5 1.5 1 2.5 3.0 2.0 2.5 3.5 2.5 3.0 4.0 3.0 3.0 4.5 3.5 4.0 5.0 4.0 4.5 are W= 3' RIGINAL GROUND LEVATION XCAVATED AREA AX. DEPTH = 4' TEMPORARY SEDIMENT TRAP DIMENSIONS xomr DETAIL N.T.S. are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any I i McKEECARSON LANDSCAPE ARCHITECTS CONSULTING ENGINEERS LAND PLANNERS 301 East High Street Charlottesville, VA 22902 p: 434. 979. 7522 f: 434. 977. 1 194 www.mckeecarson.com jNLT Op Gj AJESH K. TIWARI Lic. No.. 043868 01 7101VAL v1 CROSS SECTION NOTES: 1. STRIP OF FILTER FABRIC OVER PIPES TO PREVENT CAVITATION. 2. CONSULT ENGINEER/ LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 3. CHECK VALVE (PROFLO PF42853) SHOULD BE ADDED TO UNDERDRAIN AND ORIENTED SO BACKFLOW FROM STREAM IS PREVENTED. 4. ONCE CONSTRUCTED, PROTECT BIOFILTER WITH SEDIMENT FENCE AND HAY BALES. BIOFILTER CLEAN -OUT W/ WATERTIGHT CAP (TYP) 50% SAND/ 30% TOP SOIU 20% LEAF MULCH SAND 0.02" -0.04" ASTM C-33 FINE) 6" SCHEDULE 40 PERFORATED PIPE @1% MIN TO STONE PROVIDE ACROSS ENTIRE WIDTH @ 20 FT O.C. NEEDLE - PUNCHED NON -WOVEN GEOTEXTILE FILTER FABRIC LINING ENTIRE BIOFILTER 8 OR #78 CLEAN - WASHED DAYLIGHT 57 CLEAN-WASHEDN STONE 8 or #78 CLEAN- WASHED STONE SECTION -LID Workshop - Culpeper Soil and Water Conservation District N.T.S. WATER LEVEL 601.50 6" HIGHER O THAN BED z ELEVATION RAINGARDEN O' WIDE X 0.5' HIGH BED ELV. 601 RECTANGULAR OUTLET TOP ELV STABILIZED WITH BROWN RIPRAP OF D50= 3"1' RVHI GHTER THAN BED I A 50% SAND/ 30% TOP ELEVATION SOIL/ 20% LEAF MULCH SAND 0.02 " -0.04" ASTM SLOPE 1' {C -33 FINE) 3:1 (MAX)8 OR #78 CLEAN - WASHED LL STONE LU NEEDLE - PUNCHED C -33 CONSTRUCTION NON -WOVEN SAND TILLED INTO GEOTEXTILE FILTER FABRIC SOIL (OPTIONAL)LINING ENTIRE BIOFILTER 57 CLEAN- WASHED STONE NOTES: REFERENCES: NORTH RIDGE SITE PLAN SDP - 2008 -00130 : IMMONS GROUP CONSOLIDATED PLAT: THOMAS LINCOLN SURVEYORS Z c O z CLI Q J QCL LL LU LL Q Q U VI V ) 0 LU o•U 0 Z Q z Q E J ii W aLL Q o O O z V , O U De Uj U m H z w 0 p Q V) O J U J m w 0 F- W Q LEI U 0 Q v> Q LU W J W z 0 H J REVISIONS 10-03 -08: COUNTY COMMENTS 11- 24 -08: COUNTY COMMENTS DESIGNED BKT 1. STRIP OF FILTER FABRIC OVER PIPES TO PREVENT CAVITATION. 2. CONSULT ENGINEER/ LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. CHECKED RBM 3. RAINGARDEN TO BE CONSTRUCTED ONLY AFTER SITE HAS BEEN STABILIZED TO THE SATISFACTION OF THE ALBEMARLE COUNTY EROSION AND SEDIMENT CONTROL INSPECTOR. SCALE AS SHOWN DATE 08/11/08 D RAIN GARDEN DW „ PROJECT 0810 11 SECTION N.T.S. SHEET NUMBER parry without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. OF 14 88: WORTH ENT ,,'LOAMY, 2 TO 26 PERCENT, SLOPE 36C.- HAYESVILLE Low 7 TO 15 PERCENT'SLOPE fV - TAPER SIDES OF PIT. SCARIFY TO LOOSEN ROOTBALL SOIL. j it i Ii; BACKFILL WITH CULTIVATED, CUT AWAY ALL WIRE BASKETS '' ' `; ORIGINAL SOIL FROM PLANT AND /OR NON - BIODEGRADABLE PIT EXCAVATION IF LOOSE. IF ROOTBALL WRAPPING AFTER EXCAVATED MATERIAL IS NOT FINAL TREE PLACEMENT. LOOSE, SUBSTITUTE WITH BURLAP ROOTBALL WRAPPING APPROVED TOPSOIL MATERIAL. TO BE UNTIED FROM TRUNK COMPACT BACKFILL IN LIFTS AND CUT AWAY TO A POINT BY FOOT. WATER THROUGHLY AT LEAST 1/2 DISTANCE DOWN AT 1/2 DEPTH TO SETTLE SOIL. ROOTBALL. ROOTBALL TO BE SET ON UNDISTURBED SOIL UNLESS HARDPAN IS PRESENT. IF HARDPAN IS PRESENT, SCARIFY BASE OF PLANT PIT. BREAK THROUGH AND LOOSEN ALL HARDPAN (REMOVE AS NECESSARY TO FACILITATE DRAINAGE). RETURN EXCAVATED MATERIAL TO PLANT PIT AND COMPACT. NOTES: 1. NOTIFY LANDSCAPE ARCHITECT OF ANY SITUATION WHERE SOIL CHARACTERISTICS ARE NOT AGREEABLE TO THESE PLANTING CRITERIA OR WHERE CONDITIONS RAISE CONCERNS IN TERMS OF PLANT SURVIVABILITY OR WARRANTY. 2. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OF ANY PLANT DAMAGE INCURRED DURING PLANTING PROCESS. ROOTBALL PIT LO -001 SECTION N.T.S. TREE GUYING DETAIL CONSISTS OF 2 GUYS,SET 12V AROUND PLANT PIT ON "UPHILL" SIDE REFER TO TREE STAKING DETAIL COMPACT EXCAVATED SOIL TO FORM ROOTBALL PIT ON DOWNHILL SIDE OF TREE TRENCH EDGE AROUND ENTIRE AREA TO BE MULCHED ROOTBALL , r 11 , .. 1 1 MINI REFER TO ROOTBALL PIT DETAIL NOTES: 1. SET TREE PLUMB PRIOR TO STAKING 2. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT E TREE PLANTING ON SLOPE 12 SECTION N.T.S. 2 "x6" TREATED S.Y.P. NAILER, LET IN TO POST FOR FLUSH FIT, THREE EACH PANEL, TYP., MAX. SPAN 12' 1 "x6" WOODEN VERTICAL PICKET, TYP. 6X6" TREATED SOUTHERN k YELLOW PINE POST STAIN ALL WOODEN SURFACES DARK GREY,4i I 2 COATS MIN., SUBMIT STAIN SAMPLES TO N L.A. FOR APPROVAL PRIOR TO APPLICATION 1"x 6" HORIZONTAL BAND BOARD 11 1 "x 6" HORIZONTAL BANE BOARD REFER TO TREE STAKING DETAIL TRENCH EDGE AROUND ENTIRE AREA TO BE MULCHED REFER TO ROOTBALL PIT DETAIL NOTES: 1. SET TREE PLUMB PRIOR TO STAKING. 2. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT. B TREE PLANTING 2 ) SECTION N.T.S. 1 SPECIMEN SHRUB AS SPECIFIED ON DRAWINGS) P Mill! 6 " TRENCH EDGE AROUND ENTIRE AREA TO BE MIN. MULCHED t j.l ROOTBALL 11 i lil'Ir 11 I -- l.1 = i tlil l' I i' I'i li II 1 l li TITII 111 REFER TO ROOTBALL PIT DETAIL A 12 NOTES: 1. SET SHRUB 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. SHRUB PLANTING SECTION 9 TOPSOIL: 1. TOPSOIL SHALL BE FERTILE, GRANULAR, FRIABLE LOAM, FREE OF STONES OR OTHER DEBRIS LARGER THAN 11/2" DIA. AND NOXIOUS WEEDS OR WEED SEED. LOAM SOILS SHALL HAVE A CLAY CONTENT BETWEEN 15 -27 %, US TEXTURAL CLASSIFICATIONS: LOAM, SANDY LOAM S TEST EPOR TO LANDSCAPE ARCHITECT T PRIOR T0AND 7. IT SOIL SAMPLE AND SOIL 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 NOTE 1 ABOVE, FOR TOPSOIL REQUIREMENTS/. 2. THE TYPICAL PLANTING SOIL MIX FOR ON -GRADE PLANTINGS IN CONTIGUOUS PLANTING BEDS (NOT INDIVIDUAL PLANTING HOLES) SHALL CONSIST OF THE FOLLOWING UNLESS OTHERWISE INDICATED ON THE DRAWINGS. PLANTING SOIL MIX BY VOLUME: 80% TOPSOIL AS SPECIFIED UNDER NOTE 1 'TOPSOIL' 20% FULLY COMPOSTED ORGANIC MATTER FREE OF VIABLE WEED SEED, HEAVY METALS, AND EXCESSIVE LEVELS OF NUTRIENTS AND /OR SALTS. SLOW RELEASE COMMERCIAL FERTILIZER AS RECOMMENDED IN SOIL REPORT 1 LB. ACTUAL NITROGEN PER 1,000 SQUARE FEET 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 GRUBBING OF EXISTING VEGETATION, CONTRACTOR SHALL CLEAR AND GRUB ALL WEEDS, DEAD PLANTS, TREES 1 -INCH CALIPER OR LESS AND ALL OTHER PLANT MATERIAL NOT NOTED TO BE SAVED. SAVE AND EXCEPT SPECIMENTS OR GROUPINGS SPECIFICALLY IDENTIFIED IN THE FIELD BY THE LANDSCAPE ARCHITECT FOR PRESERVATION. 2. CONTACT THE LANDSCAPE ARCHITECT PRIOR TO CLEARING AND GRUBBING TO VERIFY MATERIAL SUBJECT FOR REMOVAL. SOIL PREPARATION- TREE SHRUB PERENNIAL GROUNDCOVER ANNUAL PLANTING BEDS: WHERE EXISTING SOILS ARE DETERMINED TO BE ADEQUATE BY THE LANDSCAPE ARCHTITECT- 1. REMOVE EXISTING VEGETATION TO A DEPTH SUFFICIENT TO PREVENT REGROWTH. 2. CREATE V -DITCH BED EDGE AS INDICATED IN DRAWINGS OR AS DIRECTED BY LA. 3. ROTOTILL BED AREAS TO A MINIMUM DEPTH OF 6 ". REMOVE DEBRIS GREATER THAN 11/2" IN DIAMETER OR LENGTH. 4. SPREAD 2" FULLY COMPOSTED ORGANIC MATTER THROUGH OUT PLANTING BED. EVENLY APPLY ORGANIC OR SLOW RELEASE FERTILIZER AS INDICATED BY SOIL TEST, 1 LB. NITROGEN PER 1,000 SQUARE FEET. ROT07ILL AMENDMENTS INTO TOP 4" SOIL. 5. RAKE BED SMOOTH, ASSURING POSITIVE DRAINAGE TO PERIMETER. MULCH AS SPECIFIED. WATER THOROUGHLY AFTER PLANTING. WHERE EXISTING SOILS ARE DETERMINED TO BE INADEQUATE BY THE LANDSCAPE ARCHTITECT- 1. WHERE SUBSOILS ARE PRESENT OR WHERE EXISTING TOPSOIL IS DETERMINED TO BE INADEQUATE FOR PLANT GROWTH, EXCAVATE BED AREAS TO A MINIMUM DEPTH OF 6" BELOW FINISH GRADE. ROTOTILL REMAINING SUBSOIL TO A MINIMUM DEPTH OF 6 ". RAKE SMOOTH AND SLOPE GRADE TOWARD BED PERIMETER. 2. ADD 3" SOIL MIX AS SPECIFIED ABOVE AND ROTOTILL TO MIX WITH CULTIVATED SUBSOIL. LIGHTLY COMPACT, AND ADD ADDITIONAL SOIL TO ACHIEVE FINISH GRADE. ENSURE POSITIVE SURFACE DRAINAGE TO PERIMETER OF THE BED. 3. CREATE V -DITCH BED EDGE AS INDICATED IN DRAWINGS OR AS DIRECTED BY LA. 4. RAKE BED SMOOTH, ASSURING POSITIVE DRAINAGE TO PERIMETER. MULCH AS SPECIFIED. WATER THOROUGHLY AFTER PLANTING. COMPACTED SUBSOILS: 1. WHERE SUBSOILS ARE COMPACTED TO A LEVEL THAT WILL INHIBIT ROOT GROWTH AND /OR INFILTRATION OF WATER THROUGH THE SOIL PROFILE, CONTRACTOR SHALL FRACTURE SOILS WITH A RIPPER OR SIMILAR DEVICE TO A MINIMUM DEPTH OF 1'-6 ", 2' O.C. BOTH WAYS. 2. NOTIFY THE LANDSCAPE ARCHITECT IF SEVERLY COMPACTED SOILS ARE PRESENT. ADDITIONAL MEASURES MAY BE REQUIRED TO ENSURE ADEQUATE DRAINAGE AND SUBSOIL CONDITIONS. BULB PLANTINGS: 1. PREPARE PLANTING BED AS SPECIFIED ABOVE. SUBSTITUTE A HIGH - PHOSPHORUS COMMERCIAL FERTILIZER INTENDED FOR USE WITH BULBS AT MANUFACTURER'S RECOMMENDED RATE. ADD A SMALL AMOUNT OF FERTILIZER TO THE BOTTOM OF EACH PLANTING HOLE PRIOR TO PLACING BULB. 2• PLANT BULBS AS SPECIFIED BELOW AND AT INDICATED SPACING SHOWN ON PLANS. AS A GENERAL RULE OF THUMB, SET BULBS 2.5X DEEPER THAN THIER DIAMETER. FOR EX. BULB DEPTH 2.5 x BULB DIA. BELOW FINISH GRADE) CROCUS 3 MUS6ARI 34 TULIPS ,' HYACINTHS 4-6" DAFFODILS 6-8" 1 SUPPLEMENTAL LANDSCAPE NOTES McKEECARSON LANDSCAPE ARCHITECTS CONSULTING ENGINEERS LAND PLANNERS 301 East High Street Charlottesville, VA 22902 p: 434. 979. 7522 f: 434. 977. 1 194 www.mckeecarson.com Op Lr`P o 61 f;P1 EUGENE K. RYANG E- cRTIwkm No. 1194 U L' REFERENCES: NORTH RIDGE SITE PLAN SDP - 2008-00130 : IMMONS GROUP CONSOLIDATED PLAT: THOMAS LINCOLN SURVEYORS Z REFER TO TREE D STAKING DETAIL. ADD MULCH OVERTOP OF O ROOTBALL AND PLANTING PIT ROOT COLLAR SHALL BE LIMITS, BEGINNING AT NO MORE EXPOSED AND FREE OF THAN 1" DEPTH NEAR TRUNK AND SOIL. SET TOP OF TAPERING UP TO A DEPTH OF Ip ROOTBALL LEVEL WITH 3 AT PLANTING PIT LIMITS,OR SLIGHTLY ABOVE THEN TAPER TO PROPOSED 3X MIN.SURROUNDING GRADE. FINISHED GRADE. KEEP MULCH CLEAR OF ROOT COLLAR. 1' X /BACKFILL TO TERMINATE T TOP OUTSIDE LIMITS OF MIN. 11 ( fV - TAPER SIDES OF PIT. SCARIFY TO LOOSEN ROOTBALL SOIL. j it i Ii; BACKFILL WITH CULTIVATED, CUT AWAY ALL WIRE BASKETS '' ' `; ORIGINAL SOIL FROM PLANT AND /OR NON - BIODEGRADABLE PIT EXCAVATION IF LOOSE. IF ROOTBALL WRAPPING AFTER EXCAVATED MATERIAL IS NOT FINAL TREE PLACEMENT. LOOSE, SUBSTITUTE WITH BURLAP ROOTBALL WRAPPING APPROVED TOPSOIL MATERIAL. TO BE UNTIED FROM TRUNK COMPACT BACKFILL IN LIFTS AND CUT AWAY TO A POINT BY FOOT. WATER THROUGHLY AT LEAST 1/2 DISTANCE DOWN AT 1/2 DEPTH TO SETTLE SOIL. ROOTBALL. ROOTBALL TO BE SET ON UNDISTURBED SOIL UNLESS HARDPAN IS PRESENT. IF HARDPAN IS PRESENT, SCARIFY BASE OF PLANT PIT. BREAK THROUGH AND LOOSEN ALL HARDPAN (REMOVE AS NECESSARY TO FACILITATE DRAINAGE). RETURN EXCAVATED MATERIAL TO PLANT PIT AND COMPACT. NOTES: 1. NOTIFY LANDSCAPE ARCHITECT OF ANY SITUATION WHERE SOIL CHARACTERISTICS ARE NOT AGREEABLE TO THESE PLANTING CRITERIA OR WHERE CONDITIONS RAISE CONCERNS IN TERMS OF PLANT SURVIVABILITY OR WARRANTY. 2. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OF ANY PLANT DAMAGE INCURRED DURING PLANTING PROCESS. ROOTBALL PIT LO -001 SECTION N.T.S. TREE GUYING DETAIL CONSISTS OF 2 GUYS,SET 12V AROUND PLANT PIT ON "UPHILL" SIDE REFER TO TREE STAKING DETAIL COMPACT EXCAVATED SOIL TO FORM ROOTBALL PIT ON DOWNHILL SIDE OF TREE TRENCH EDGE AROUND ENTIRE AREA TO BE MULCHED ROOTBALL , r 11 , .. 1 1 MINI REFER TO ROOTBALL PIT DETAIL NOTES: 1. SET TREE PLUMB PRIOR TO STAKING 2. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT E TREE PLANTING ON SLOPE 12 SECTION N.T.S. 2 "x6" TREATED S.Y.P. NAILER, LET IN TO POST FOR FLUSH FIT, THREE EACH PANEL, TYP., MAX. SPAN 12' 1 "x6" WOODEN VERTICAL PICKET, TYP. 6X6" TREATED SOUTHERN k YELLOW PINE POST STAIN ALL WOODEN SURFACES DARK GREY,4i I 2 COATS MIN., SUBMIT STAIN SAMPLES TO N L.A. FOR APPROVAL PRIOR TO APPLICATION 1"x 6" HORIZONTAL BAND BOARD 11 1 "x 6" HORIZONTAL BANE BOARD REFER TO TREE STAKING DETAIL TRENCH EDGE AROUND ENTIRE AREA TO BE MULCHED REFER TO ROOTBALL PIT DETAIL NOTES: 1. SET TREE PLUMB PRIOR TO STAKING. 2. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT. B TREE PLANTING 2 ) SECTION N.T.S. 1 SPECIMEN SHRUB AS SPECIFIED ON DRAWINGS) P Mill! 6 " TRENCH EDGE AROUND ENTIRE AREA TO BE MIN. MULCHED t j.l ROOTBALL 11 i lil'Ir 11 I -- l.1 = i tlil l' I i' I'i li II 1 l li TITII 111 REFER TO ROOTBALL PIT DETAIL A 12 NOTES: 1. SET SHRUB 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. SHRUB PLANTING SECTION 9 TOPSOIL: 1. TOPSOIL SHALL BE FERTILE, GRANULAR, FRIABLE LOAM, FREE OF STONES OR OTHER DEBRIS LARGER THAN 11/2" DIA. AND NOXIOUS WEEDS OR WEED SEED. LOAM SOILS SHALL HAVE A CLAY CONTENT BETWEEN 15 -27 %, US TEXTURAL CLASSIFICATIONS: LOAM, SANDY LOAM S TEST EPOR TO LANDSCAPE ARCHITECTT PRIOR T0AND7. IT SOIL SAMPLE AND SOIL 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 NOTE 1 ABOVE, FOR TOPSOIL REQUIREMENTS/. 2. THE TYPICAL PLANTING SOIL MIX FOR ON -GRADE PLANTINGS IN CONTIGUOUS PLANTING BEDS (NOT INDIVIDUAL PLANTING HOLES) SHALL CONSIST OF THE FOLLOWING UNLESS OTHERWISE INDICATED ON THE DRAWINGS. PLANTING SOIL MIX BY VOLUME: 80% TOPSOIL AS SPECIFIED UNDER NOTE 1 'TOPSOIL' 20% FULLY COMPOSTED ORGANIC MATTER FREE OF VIABLE WEED SEED, HEAVY METALS, AND EXCESSIVE LEVELS OF NUTRIENTS AND /OR SALTS. SLOW RELEASE COMMERCIAL FERTILIZER AS RECOMMENDED IN SOIL REPORT 1 LB. ACTUAL NITROGEN PER 1,000 SQUARE FEET 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 GRUBBING OF EXISTING VEGETATION, CONTRACTOR SHALL CLEAR AND GRUB ALL WEEDS, DEAD PLANTS, TREES 1 -INCH CALIPER OR LESS AND ALL OTHER PLANT MATERIAL NOT NOTED TO BE SAVED. SAVE AND EXCEPT SPECIMENTS OR GROUPINGS SPECIFICALLY IDENTIFIED IN THE FIELD BY THE LANDSCAPE ARCHITECT FOR PRESERVATION. 2. CONTACT THE LANDSCAPE ARCHITECT PRIOR TO CLEARING AND GRUBBING TO VERIFY MATERIAL SUBJECT FOR REMOVAL. SOIL PREPARATION- TREE SHRUB PERENNIAL GROUNDCOVER ANNUAL PLANTING BEDS: WHERE EXISTING SOILS ARE DETERMINED TO BE ADEQUATE BY THE LANDSCAPE ARCHTITECT- 1. REMOVE EXISTING VEGETATION TO A DEPTH SUFFICIENT TO PREVENT REGROWTH. 2. CREATE V -DITCH BED EDGE AS INDICATED IN DRAWINGS OR AS DIRECTED BY LA. 3. ROTOTILL BED AREAS TO A MINIMUM DEPTH OF 6 ". REMOVE DEBRIS GREATER THAN 11/2" IN DIAMETER OR LENGTH. 4. SPREAD 2" FULLY COMPOSTED ORGANIC MATTER THROUGH OUT PLANTING BED. EVENLY APPLY ORGANIC OR SLOW RELEASE FERTILIZER AS INDICATED BY SOIL TEST, 1 LB. NITROGEN PER 1,000 SQUARE FEET. ROT07ILL AMENDMENTS INTO TOP 4" SOIL. 5. RAKE BED SMOOTH, ASSURING POSITIVE DRAINAGE TO PERIMETER. MULCH AS SPECIFIED. WATER THOROUGHLY AFTER PLANTING. WHERE EXISTING SOILS ARE DETERMINED TO BE INADEQUATE BY THE LANDSCAPE ARCHTITECT- 1. WHERE SUBSOILS ARE PRESENT OR WHERE EXISTING TOPSOIL IS DETERMINED TO BE INADEQUATE FOR PLANT GROWTH, EXCAVATE BED AREAS TO A MINIMUM DEPTH OF 6" BELOW FINISH GRADE. ROTOTILL REMAINING SUBSOIL TO A MINIMUM DEPTH OF 6 ". RAKE SMOOTH AND SLOPE GRADE TOWARD BED PERIMETER. 2. ADD 3" SOIL MIX AS SPECIFIED ABOVE AND ROTOTILL TO MIX WITH CULTIVATED SUBSOIL. LIGHTLY COMPACT, AND ADD ADDITIONAL SOIL TO ACHIEVE FINISH GRADE. ENSURE POSITIVE SURFACE DRAINAGE TO PERIMETER OF THE BED. 3. CREATE V -DITCH BED EDGE AS INDICATED IN DRAWINGS OR AS DIRECTED BY LA. 4. RAKE BED SMOOTH, ASSURING POSITIVE DRAINAGE TO PERIMETER. MULCH AS SPECIFIED. WATER THOROUGHLY AFTER PLANTING. COMPACTED SUBSOILS: 1. WHERE SUBSOILS ARE COMPACTED TO A LEVEL THAT WILL INHIBIT ROOT GROWTH AND /OR INFILTRATION OF WATER THROUGH THE SOIL PROFILE, CONTRACTOR SHALL FRACTURE SOILS WITH A RIPPER OR SIMILAR DEVICE TO A MINIMUM DEPTH OF 1'-6 ", 2' O.C. BOTH WAYS. 2. NOTIFY THE LANDSCAPE ARCHITECT IF SEVERLY COMPACTED SOILS ARE PRESENT. ADDITIONAL MEASURES MAY BE REQUIRED TO ENSURE ADEQUATE DRAINAGE AND SUBSOIL CONDITIONS. BULB PLANTINGS: 1. PREPARE PLANTING BED AS SPECIFIED ABOVE. SUBSTITUTE A HIGH - PHOSPHORUS COMMERCIAL FERTILIZER INTENDED FOR USE WITH BULBS AT MANUFACTURER'S RECOMMENDED RATE. ADD A SMALL AMOUNT OF FERTILIZER TO THE BOTTOM OF EACH PLANTING HOLE PRIOR TO PLACING BULB. 2• PLANT BULBS AS SPECIFIED BELOW AND AT INDICATED SPACING SHOWN ON PLANS. AS A GENERAL RULE OF THUMB, SET BULBS 2.5X DEEPER THAN THIER DIAMETER. FOR EX. BULB DEPTH 2.5 x BULB DIA. BELOW FINISH GRADE) CROCUS 3 MUS6ARI 34 TULIPS ,' HYACINTHS 4-6" DAFFODILS 6-8" 1 SUPPLEMENTAL LANDSCAPE NOTES McKEECARSON LANDSCAPE ARCHITECTS CONSULTING ENGINEERS LAND PLANNERS 301 East High Street Charlottesville, VA 22902 p: 434. 979. 7522 f: 434. 977. 1 194 www.mckeecarson.com Op Lr`P o 61 f;P1 EUGENE K. RYANG E- cRTIwkm No. 1194 U L' REFERENCES: NORTH RIDGE SITE PLAN SDP - 2008-00130 : IMMONS GROUP CONSOLIDATED PLAT: THOMAS LINCOLN SURVEYORS Z SM D RBIM SCALE O DATE z PROJECT 081 TYP.SPACING TRENCH EDGE; TYP. MULCH LAYER 1 ) ) (FINISHED GRADE Q 1 LL 0 LL_ Q Q N I I'll - 1 V CV) O r Z a 0 U a J 0 J Q W C) Q m C:W 9L 0 CL N O 0- Q W z 0 U U H a) PROVIDE GOOD z p w L a z O Q U a)Q Z C0 uj J W Z)Q Q Q w C W z 0 N J REVISIONS 10- 03-08: COUNTY COMMENTS 11- 24-08: COUNTY COMMENTS DESIGNED SM CHECKED RBIM SCALE NTS DATE 08/11/08 PROJECT 081 SHEET NUMBER DUMPSTER ENCLOSURE PANEL DUMPSTER ENCL GATE OPTION A: VERTICAL STAKING - VERTICAL OAK STAKES TO BE PLACED OUTSIDE LIMITS OF TREE PIT. 2 STAKES AND GUYS PER TREE. SET STAKES 180" AROUND PLANT PIT. ATTACH WITH'ARBORTIE' OR EQIVALENT WOVEN STRAPPING TIED IN SLACK LOOP AT TRUNK AND PULLED SLIGHTLY TAUT TO STAKE. OPTION B: DIAGONAL STAKING - FOR EVERGREENS ONLY) 1- OAK STAKE ATTACHED AT TRUNK WITH SLACK LOOP OF'ARBORTIE' OR EQUIVALENT. STAKE TO BE DRIVEN INTO UNDISTURBED SOIL OUTSIDE LIMITS OF PLANTING PIT. OPTION C: GUY STAKING - 3 STAKES AND GUYS PER TREE. 3-18" MIN. OAK STAKES SET BELOW GRADE. STAKES TO BE SET IN UNDISTURBED SOIL; SET STAKES 120" AROUND PLANT PIT. ATTACH WITH ARBORTIE OR EQUIVALENT WOVEN STRAPPING IN SLACK LOOP AT TRUNK AND PULLED SLIGHTLY TAUT TO STAKE. NOTES: 1. TREES TO BE STAKED OINLY WHEN APPROVED BY THE LANDSCAPE ARCHITECT. CONTRACTOR TO NOTIFY THE LANDSCAPE: ARCHITECT OF CONDITIONS THAT NECESSITATE STAKING OR THAT COMPROMISE PLANT SUIRVIVABILITY AND /OR CONTRACTOR'S WARRANTY. 2. CONTRACTOR TO NOTIFIY LANDSCAPE ARCHITECT OF ANY PLANT DAMAGE INCURRED DURING PLANTING PROCESS. TREE STAKING OPTIONS SECTION N.T.S. DISTANCE FROM FRONT OF BED UNLESS OTHER PLAN CROWN BED IN CtCENTERTOPROVIDE E ENNIA MIX POSITIVE DRAINAGE 12" O.C.SPECI TYP.SPACING TRENCH EDGE; TYP. MULCH LAYER 1 ) ) (FINISHED GRADE AS SPECIFIED) 1 I I'll -L v r CULTIVATE SOIL WIT ROTOTILLER BELOW SOIL MIX AREA TO A DEPTH OF 6 -8"SECTION EXISTNG "HARDPAN" AND REMOVE TOUNDISTURBEDPROVIDEGOODSUBGRADEPERCOLATIONAND POSITIVE DRAINAGE NOTE: A FOR PROPER PLANTING PROCEDURE OF PERENNIAL BEDS, REFER TO "SEASONAL COLOR, BULBS AND PERENNIAL PPLANTING SEQUENCE" NOTES. 12 G PERENNIX /ANNUAL BED PLANTING LO -006 12 PLAN /SECTION N.T.S. 2 "4"x1/4" GALVINIZED STEEL ANGLE FWAME, 2) COATS BLACK ENAMEL ALL STEEL COMPONENTS WELD HINGE STRAP TO FRAME, MOUNT PENDLE IN FACE OF POST 6X6" TREATED SOUTHERN YELLOW PINE POST FRAME 1 "x6" WOODEN CROSS PIECE 1 "x6" WOODEN VERTICAL PICKET, TYP. STAIN ALL WOODEN SURFACES DARK (GREY, 2 COATS MIN., SUBMIT STAIN SAMPLES') TO L.A. FOR APPROVAL PRIOR TO APPLICA4TION STEEL DROP ROD, BOTH GATES, PAINTrED BLACK 1 "x 6" HORIZONTAL BAND BOARD ELEVATION N.T.S. 12 ELEVATION n and Field Sport Concepts, Ltd. reserve their common law copyright and other propertyrights in these drawings. All ideas, designs,are N.T.S. are or copied in any form or manner whatsoever, nor are any express or OF 14 ELA LIGHTING COMPANY,, INC.project 17891 Arenih Avenue Mounting Height Correction Factor Cilvol'lndustry, CA 91748 Meb: wit lighling'.com 6 2 T1/2e M F +,: E- inail: infona,ela- lighting, corn 400CWA 208 1.4512.30 e5 Peak -lead 240 1.25/2.00 110 455 90+ ±10% = d0%40 ft. -.56 Autotransformer 277 1.1011.75 125 480 .73/1.00 225 2 Existing Mounting Height {= Correction Factor Luminaire FIXTURE: K56- S - R - SAR 250M1-11-MT -COLOR WATTAGE: HID - 100,150.179 POLE: 1 -12 -COLOR sheet are based on the most current available date and are subject to change without notice. KAD MAW f3igh BALLAST' faarne lua Im"a4milaoaf tempsrad, glen leas that is hilly gaskaaed rddr one4olto tubular MH (Metal Halide) Shiggy),01installed in fixture HIPS (High Einrssure Sodium) Lis Lamp PL (Compact Fluorescent) i PLS (Pulse Start) VOL TAGE.• SF Single fuse 120, 277, 347V 120, 208, 240 and 277 (Multi -Tap) KAD SOCKET' MB - (Mediwn Base Porcelain) DF Double fuse 208, 240, 480 MG -(Mogul Base Porcelain) W lass OPTICS: 1 TYPE 2 PG ST 3 wattage TYPE 3 PG ST 5 OFTICALtiYMM TYPE 5 PG HOR 3 0 DIFFUSER. Gila 347 WED. Ws(I 11 12 inn CGL - (Clear Glass) BCG - (Beveled Clear Glass) j OGL - (Opal Glass) FGL - (Frosted Glass) I CAC - (Clear Acrylic) FAC - (Frosted Acrylic) 48F bracket OTHER (Please Specify) photocontrol) GLOBES: I I Clear Acrylic Clear Potycarbonate Opal Polycarbonate TBa WWD_Wood POWDER COAT FINISHES: METAL HALIDE MN (Midnight), DB(Dark Bronze), 3 Wif (White), VL (Village Green). I • I NR (Natural Russet), GV (Gray), PHOTONETRICS a LAYOUTS ''DG (Dark Green), or AVAILARI-E UPON REQUEST. CUSTOM (Specify) FI, UR OPT)CS WATTAG B.ALL4ST VOLTAGE COLOR OPTONS OPTIONS: 7 j'MH MT CCSA CSA Certified P3059 SEE END OF CATALOG Weight 35.9lbs (16.1.28 kg) ELALIGHTING SPECIFICATIONS:An American Tradition Since sockettert751Nandabove ,withcopperalloy, nickel- pletedacrow shelfandcontercontact 1929, Custon2 CapabtfitiesSecond To NormHOUSING: The K56 is a archit.- ctural ELECTRICAL: Ballasts are High Power Fac- WARRANTY: 1 -Year Manufacturer's designed fixture made of' cast aluminum corrosion resistant alloy'. for (I IPF). Sockets are Med. or Mogul Base 4KV Rated. 1'GST(NG: warranty.O117er klarerialsSruhAs Copper. Brass. Stainless Steel CaOfomi 0 metalhalide This product and all its corn- ponents shay! be U.L. Listed.I 4nd lron.4re.a1so.41nlfable. locations. iNS rated In accordance wlth standard IEC 915.Weight as coriftureed in 14 1 Specifications subject to change without txltfce, Call Toll Freer 1- 800 -423 -6561 10.2 cm) (44.5 cm) i SC Shortening cap for PER Fax: 1-626-9654494 LIGHTING DETAILS - - -1 SIMILAR PRODUCT MAY BE SUBSTITUTED WITH OWNERIARCHITECT APPROVAL. ALL FIXTURES /COMPONENTS TO MATCH PROPOSED AT LONG TERM ACUTE HOSPITAL. KAD 400M Arm - mounted Soft Square Cutoff Coefficient of Utilization Initial Footcandles KAD R2 Test no, 1193083101 COEFFICIENT OF UTILIZATION 0 .1 .2 .3 .4 .5 .6 X 12\ I I ! 2 S2 c2 o I 5 t c 2. 0!5 I 2 2 0.2 = 0.1 3 3 i o i 4 0 1 2 3 4 5 6 40OW Metal Halide lamp, 32,000 rated lumens, Footcandle values based on 30' mounting height, Distribution Type 11, cutoff. KAD R4 Test no. 1191110101 uthoniaLighting COEFFICIENT OF UTILIZATION Mounting Height Correction Factor 0 .1 .2 .3 .4 .5 6 2 120 2.50/4.00 55 400CWA 208 1.4512.30 e5 Peak -lead 240 1.25/2.00 110 455 90+ ±10% = d0%40 ft. -.56 Autotransformer 277 1.1011.75 125 480 .73/1.00 225 2 Existing Mounting Height {= Correction Factor Tested to current IES and NEMA standards under stabilized laboratory conditions. Various operating fctors can NOWmounungl-IGIgnt / cause differences between laboratory data and actual field measurements. Dimensions and specificatils on this f sheet are based on the most current available date and are subject to change without notice. KAD MAW f3igh Soft Squint LightingfaarneluaIm"a4milaoaf tempsrad, glen leas that is hilly gaskaaed rddr one4olto tubular blank) 111101911411C Shiggy),01installed in fixture N Lis Lamp Rr tL sheet are based as the most Caren avadatde data and; are subieacto alkanoi idilatat Roue: 206 riot_ Sgaare 04 4C' am 0 SF Single fuse 120, 277, 347V t KAD I1 5 DF Double fuse 208, 240, 480 W lass IMM' 70 1 RpD Round277 as g" an wattage PO Power trays OFTICALtiYMM lamp 0 Gila 347 WED. Ws(I 11 12 inn i t Fnish's 2 asymmetric). R4 ftorward throw) and W (squarel are Interchangeable. High - performance 48F bracket ELECTRICAL SYSTEM photocontrol)blank) Dark anodized, segmented aluminum ranacton IES Cult OMH ditroibuMnsam (asymmetrM, SR3 0.2 TBa WWD_Wood SCWA METAL HALIDE asymmetric) and SMSC (Forward throw, sharp cutoff). Segmented reflectors attach with 3 0. TBVs pole or 70W -40OW ft 0" y i4 HItiHPRESSURESODIUfIAELECTRICALSytrTEla Ballast High reactance, Mah power factor for 70.160W. Constant wattage atrtotraruformer WUTB Terminal wiring block's 0 1 2 3 4 5 6 40OW Metal Halide lamp, 32,000 rated lumens, 20' to 35 Mounting Footcandle values based on 30' mounting height, DIi1H Modiam Distribution Type IV, cutoff. copper -wound and 100%factorvtested. KAD R3 Test no. 1192040902 COEFFICIENT OF UTILIZATION 0 .1 .2 .3 .4 .5 .6 2 5 2.5 1 0.5 0.25 0.1 x2 x 2 0 z 1 c 2 w 3 N 4 ° 6 40OW Metal Halide lamp, 32900 rated lumens, Footcandle values based on 30' mounting height, Distribution Type 111, cutoff. KAD R4HS Test no. 1192061101 COEFFICIENT OF UTILIZATION 0 .1 .2 .3 .4 .5 .6 2 I 1 LD 0 Z 1 i 2.5: 1 2 0. z 0.2 0 3 z a y i 1 4 ° 0 1 2 3 4 5 6 40OW Metal Halide lamp, 32,000 road lumens, Footcandle values based on 30' nounting height, Distribution Type IV, cutoff. KAD R5S Test no. 1193111901 COEFFICIENT OF UTILIZATION 0 .1 .2 .3 .4 .5 .6 2 1AlN P.M21 MEN 40OW Metal Halide Iamp,32,000 rated lumens, Footcandle values based on 30' mounting height, Distribution Type V, cutoff. Electrical Characteristics uthoniaLighting Line current Primary Primary (Amps) dropout Input Power Regultion Mounting Height Correction Factor Wattagelballast voltage Start/Operating voltage watts factor I %) Line lythefclevelbythecorrectionfactorl 120 2.50/4.00 55 2 . - 1.445ft. =25 ft 36 ft. - 0.73 400CWA 208 1.4512.30 e5 Peak -lead 240 1.25/2.00 110 455 90+ ±10% = d0%40 ft. -.56 Autotransformer 277 1.1011.75 125 480 .73/1.00 225 2 Existing Mounting Height {= Correction Factor Tested to current IES and NEMA standards under stabilized laboratory conditions. Various operating fctors can NOWmounungl-IGIgnt / cause differences between laboratory data and actual field measurements. Dimensions and specificatils on this Lamp's sheet are based on the most current available date and are subject to change without notice. KAD MAW f3igh NOTES: 1 Photometric data for other distributions can be accessed from www.lithonia.com fA AIMMOV /A L /GWr1Wff uthoniaLighting Anq -%WityBA&Xfs Outdoor O LithoniaWay,Conyers,GA30012 FEATURES & SPECIFICATIONS Phone: T70-922-9000 Fax; 770.919 -1209 Sheet M KAD -M -S m 2007 Acuity Brands Lighting, Inc., Rev. 1/30/08 www.ifthonia.com ELA LlGH771VG COMPANY dNG 17891 Arenlh Avenue Cily ofIndustry, CA 91748 Web: i4 elalighting, com E- marl. info,?,ela- lighting. com y w 4 yy r Ot°r3'T L'NI'T No Lwfs ALL OrTMWAL CO)10K NEITS PAINTED MAT -BLACX If M4 Luminaire IVA7TAGE- HID - 200,150.175 BALL4sr- Mn Naml Halide) HIPS (Ffish Pressure Sodium) PL (Co4rmpect Fluorescent) PIS (Pulse Start) VOLTA" 12D. 2DR, 240 and 277 (Mu)taTap) aSOcz". MB - (Medium Base Porcelain) IKG - (Mogut Base Poudaia) OP37C,£ TYPE 2 PC ST 3 TYPE 3 PG ST 5 TYPE 5 PC HOR 3 DIFFUS6K CGL - (Clear Glass) HCG - (Bevalcd Clear Glaxs) OGL -(Opal Glass) FGL - (Frosted Glass) CAC - (C FOTHER 01c Acrylic) SpilON GLOBF -S: CtearAcrylic Clear Polycar6onaae Opel Polr arbonate POWDER COAT FIArISMIS: MS (Midnight), DS (Dam: l3uouroel WH (White), VL (Village Orces NR (Natural Russet), GX (Gray), DG (Dark Gnsen), or Cusrom ( specify) OPTION11- SEE END OF CATALOG FLA L[GWING xAnAalaPf m DaAfwn Skw 1929 Cumn Cgwblltlfu Sxvnd2b Xoae. 0dherAlararw1s SWhAs Capper. &ass. Saa>,Efesr Steal Aed horn AmAhoAvadab1& PD07LTRIG4 *I.d01b(/1S 10YfLYQlQ7r Fi71C7VR5 OPU17 WA7"7ACE B, M UT VO47AGE C LOA OPIUM L4554 HOZ3 175 MH MT STD STATIri OF VA HOUSING: The L4554 is a architacfwal designed ft mm made of castaluminam corrosion rtes alloy. ELECTRICAL: Ballasts are High Powar Fac- tor (HPF)• Sockets are Mad. or Mogi Base 41CV hated. TES MO: This product and alt its com- pimuenis!doll be U,L. Liaed. WAR>tn>'ITY 2 -Year Idesnufautnrer's Warmly Cali Tall Free: i- SW4234561 Fax: 1.626- 965 -949 LIGHTING DETAILS - -OG -1 SIMILAR PRODUCT MAY BE SUBSTITUTED WITH OWNER/ARCHITECT'APPROVAL. ALL FIXTURES /COMPONENTS TO MATCH PROPOSED AT LONG TERWACUTE HOSPITAL. IA L /THON /A L/GHT/NG Ceteloa Numb SM HS TB LPI RSG ORDERING INFORMATION For shortest lead times, configure pt using standard options (OMWn in hold). Notes Notes yps FEATURES & SPECIFICATIONS M OF.f INTENOEDUSE Multiply the lit level by the correction factor) Rugged, die -cast, soft comer aluminum housing with 0.17 nominal wall thickness. Die -cast door Ideal for parking areas, street gfItiti vragNVays and ear iats. Voltage Mouthing 95 35 ft. - 0.73 Lamp's Rugged, die -mat soft comer aluminum housingwh1h 0-IT nominal well thickness. Die -cost door KAD MAW f3igh Soft Squint LightingfaarneluaIm"a4milaoaf tempsrad, glen leas that is hilly gaskaaed rddr one4olto tubular blank) 111101911411C Shiggy),01installed in fixture N Lis Lamp Rr tL sheet are based as the most Caren avadatde data and; are subieacto alkanoi idilatat Roue: 206 riot_ Sgaare 04 4C' am FISHIMItiR SF Single fuse 120, 277, 347V included KAD asymmetric), R4lforward throw) and R5S (square) are interchangeable. High - performance Standard finish is dark bronze (0081 polyester powder finish. with other architectural colors CWt Constant DF Double fuse 208, 240, 480 W lass IMM' 70 available. RpD Round277 as g" an wattage PO Power trays OFTICALtiYMM lamp 15014N 1005 1805'2 Gila 347 WED. Ws(I 11 12 inn Anodized, aluminum hydroformed reflectors IES full cutoff distributions R2 (asymmetric), F13 t Fnish's t75M' MS asymmetric). R4 ftorward throw) and W (squarel are Interchangeable. High - performance 48F bracket ELECTRICAL SYSTEM photocontrol)blank) Dark anodized, segmented aluminum ranacton IES Cult OMH ditroibuMnsam (asymmetrM, SR3 TBa WWD_Wood SCWA METAL HALIDE asymmetric) and SMSC (Forward throw, sharp cutoff). Segmented reflectors attach with 2W for 175.400W. Metal halide 150W and below are standard with pulse -start ignitor technology; Speci TBVs pole or 70W -40OW tool -teas fasteners and are rotatable and ktnrebangaable. 0" y 320M° HItiHPRESSURESODIUfIAELECTRICALSytrTEla Ballast High reactance, Mah power factor for 70.160W. Constant wattage atrtotraruformer WUTB Terminal wiring block's DBE, Black 700 4000 for1764M..Metal'haHds 15gWandbalowarestandardwM pulse-start ign8ortsehocibly,Spacificatioaaa 20' to 35 Mounting super CWA pulse -aosrt ballast required for 2000, 320W and 95DW (SCWA option(- Ballast is DIi1H Modiam 40011115 copper -wound and 100%factorvtested.EPA:1.2fL ballast CCSA CSA Certified Socket: Poroelain, horizontally oriented medium bass socket for 70.15OW and mogul base Weight 35.9lbs (16.1.28 kg) DADI2WB Degree arm 1wa10 NOTE.SCWAballast must be selectedto 7-119'sockettert751Nandabove ,withcopperalloy, nickel- pletedacrow shelfandcontercontact Length: 17.1!2 (44.5 Ef:: ] WBA Decorative wall 18.1 DL"irINITIN6dt500VI1,000V. Width: 17 - 11.Z (44.5 cum) R2 IES type It asymmetric°at CaOfomi 0 metalhalide I.N. Well (standard), CSA Certified (sae Optionsl. UL listed for 25 °C ambient and wet Depth: 7-1/8' 118.1• cmn) R3 IES ayaltypeIHa metric locations. iNS rated In accordance wlth standard IEC 915.Weight as coriftureed in 14 1 Specifications subject to change without txltfce,example below,10.2 cm) (44.5 cm) ORDERING INFORMATION For shortest lead times, configure pt using standard options (OMWn in hold). 2) KAD 400M SR3 SPD04 SF Notes Type Example: KAD 400M MTB SPD04 LPI KAD CONSTRUCTION voltage watts factor ( %) Una V- Lamp lumens Multiply the lit level by the correction factor) Rugged, die -cast, soft comer aluminum housing with 0.17 nominal wall thickness. Die -cast door cries Wattage Voltage Mouthing Ballast 95 35 ft. - 0.73 Lamp'sOptions KAD MAW f3igh Standard finish is dark bronze (DDB) polyester powder finish, with other architectural colors 120 ,i0a lenuth blank) 111101911411C Shiggy),01installed in fixture New mourill elg rt - Lis Lamp Rr tL sheet are based as the most Caren avadatde data and; are subieacto alkanoi idilatat Roue: 206 riot_ Sgaare 04 4C' am ballast SF Single fuse 120, 277, 347V included 1z3 asymmetric), R4lforward throw) and R5S (square) are interchangeable. High - performance Berm CWt Constant DF Double fuse 208, 240, 480 W lass IMM' 70 RpD Round277 as g" an wattage PO Power trays METAL HALIDE lamp 15014N 1005 1805'2 Gila 347 WED. Ws(I 11 12 inn isolated pPER NEMA twist -lock recap tacle only (no Fnish's t75M' MS U Q 48F bracket ELECTRICAL SYSTEM photocontrol)blank) Dark20OM4 4005 TBa WWD_Wood SCWA QDRS Quartz restrike sysbem bronze 2W for 175.400W. Metal halide 150W and below are standard with pulse -start ignitor technology; Speci TBVs pole or CWA DRSSM BRS time delay'ot6 0" y 320M°23050HZ1D wall pulse WUTB Terminal wiring block's DBE, Black 35OM W DADI2P Degree arm start HS House -side shield DIi1H Modiam 40011115 0 Z 4 ballast CCSA CSA Certified bronze UL listed 15DOW, 60OV. LISTING Width: 17.1/2" 144.5 cm) 0 DADI2WB Degree arm 1wa10 NOTE.SCWAballast must be selectedto SIlgAO Sanarateh/ FPE1 NEMA twist -lock PE (120,DNA Natural aluminDistribution Hvdroformed reflectors WBA Decorative wall corn Ph +aorta 208, 240V) pPE3 NEMA twist lack PE (347V} 10.2 cm) (44.5 R2 IES type It asymmetric°at CaOfomi 0 metalhalide ppE4 NEMA twist -lack PE (48OV) KAD 40ON SR3 277 SPD04 R3 IES ayaltypeIHa metric Mast armMastKMAM external fitter repuleta ns.STWA PPE7 NEMA twisNack PE (277V) 94 glpa I'll'-forward KTMB Twin mouthing alsomeyberaquired SC Shortening cap for PER Voltage Mounting Ballast - 1IEESrow° R5S IES type V square bar to meet otherotates' regule titms.Cansolt option VG Vandal guardg 120 IYgfl Length" (blank) Ma gipped Segmented reflectors 9 Optional Ova - tap bellasC(1T0, 208 240,Ipagtauthpdbya,guardVWGWireg NiGHrTIME SR2 IES type 11 asymmetries 277,480V1. included 70M sodillml FRIENDLY SR3 IES a Ill atyp symmetries 10 Consult factory for available wattages. 11 9" arm is re when two or moreq L/LP Less 100M1 705 canr ae IrnM tFEO61"Ees"c1er4 SR4SC IES type N fofvverd throw luminaires are oriented on a 90' lamp 50M2 1005150M t kgrapdvGo ,edw1an NEMA twist -lock recep- drilling pattern. Finish r 15052 WBD_ Wall NOTES.12 Ships separately. 250S Accessories photocontrol) 1 Not evallable with SCWA.13 AvoifablevAth SP004 and SPODE. TB WWD_ Wood (IRS SCWA Super Oldrr as saparsts Cali number. bronze 2 Not evallable with 480V. 3 Net avalWa with TBV: 14 Must specify voltage. NIA with TB. 15 Dalyevaltablawitb SR2,SB3, &Sa9SC Tenon MaemUrg 811egaat Numevr of rctwres DWH White 4 Must baorderadYtithSCWA.optictL Tenon O.D. One Twoo4D180° TW04b90" Three0120°Threo*W four@90v 5 Reduced jacket E028 required. for 16 Max n0awable wattage letup ittcludsd"2'•318' T20 -180 T220.280 T20 290 T211 T20390 T20490 SR2, SRS and SR4SC optics.V May be ordered as an accessary.2 -718 T25-190 TM-280 T25 -290 T25 -320 T25 -390 T25 -4906Nousssldeshieldavailable. 18 See wuvw.8ttrortla coMareholora for 7 Must specify CWI for use in Canada. additional color options.4 735.190 7335.280 T35 290 T35-320 T35-390" T35-490 8 Optlanaimubf- tap ballast (12D,2g8,19 Mtatbespeciffed.Vande guar NEMA twist -lock PE (277V) 240,277V InCanedr.120,277,347V)-M Must useIWD09 KADWG Wire guard R5S IES type V square VG Venda' guard9 Outdaer regulations. Consult SeSegmented reflectors 9 Optional five-top ballast (120, 209, 240, WG g P P localauthorhies.Wire guard Sheet* KAD -WS AL -370 fA L/TNaAmA L /GNMV40 FEATURES & SPECIFICATIONS Catalog Number 2) KAD 400M SR3 SPD04 SF Notes Type UVA -LTAC H OD-2 INTENDEDUSE c Ideal for parking areas, street lighting, walkways and car lots. CONSTRUCTION voltage watts factor ( %) Una V- Lamp lumens Multiply the lit level by the correction factor) Rugged, die -cast, soft comer aluminum housing with 0.17 nominal wall thickness. Die -cast door 55 Soft Square Lightingtimehasimpact - resistant, tempered, glass lens that is fully gasketed with one -piece tubular 95 35 ft. - 0.73 silicone. FINISH 110 455 90+ ±10% = 00% KADStandardfinishisdarkbronze (DDB) polyester powder finish, with other architectural colors 125 225 Existing Mounting Height2_ Correction F available. New mourill elg rt - cause differences between laboratory data and actual field measurements. Dimensions and specifications on this OPTICALSYSTEM sheet are based as the most Caren avadatde data and; are subieacto alkanoi idilatat Roue: tL Anodized, aluminum hydroformed reflectors: IES full cutoff distributions R2 (asymmetric), R3 / asymmetric), R4lforward throw) and R5S (square) are interchangeable. High - performance Q I- anodized, segmented aluminum reflectors IES full cutoff distributions SR2 (asymmetric), SR3 1 to METAL HALIDE asymmetric) and SR4$C (forward throw, sharp cutoff). Segmented reflectors attach with C 0 400070W - 40OW tool -less fasteners and are rotatable and interchangeable. U Q HIGH PRESSURE SODIUMELECTRICALSYSTEM SIC Ballast: High reactance, high power factor for 70.150W. Constant wattage autotransformer ii Q 70W-40OW for 175.400W. Metal halide 150W and below are standard with pulse -start ignitor technology; Speci 20 to 35' Mounting super CWA pulse -start ballast required for 200W, 320W and 35OW ISCWA option). Ballast is 4-- copper -wound and 100% factory- tested. EPA: 1.2 ft. 0 C V)O Socket: Porcelain, horizontally oriented medium base socket for 70 -15OW and mogul base "Weight: 35.9 Ibs (16.28 kg) W Z 0 U 7 -1 /8"socket for 175W and above, with copper alloy, nickel - plated screw shell and center contact.Length: 17 -1/2" (44.5 Cm) 0 Z w 08.1 Cm)UL listed 15DOW, 60OV. LISTING Width: 17.1/2" 144.5 cm) 0 V UL Listed (standard). CSA Certified (see Options). UL listed for 25 °C ambient and wet Depth: 1.1/8" (18.1 cm) J locations. IF65 rated in accordance with standard IEC 529. • Weight as configured in I_ 4" 17-1/2" Specifications subject to change without notice, example below.10.2 cm) (44.5 cm1 ORDERING INFORMATION For shortest lead times, configure product using standard options (shown in bold). Example: KAD 400M R3 TB SPD04 LPI KAD 40ON SR3 277 SPD04 SF Q U Series Wattage Voltage Mounting Ballast -Options Lamp" KAD Metal High 120 IYgfl Length" (blank) Ma gipped installed in fixture LPI Lamp halide pressure 2087 SPD_ Square 04 4" arm ballast SF Single fuse 120, 277, 347V included 70M sodillml 2407 pole IS Farm CWI Constant OF Double fuse 208, 240, 490 L/LP Less 100M1 705 RPD_ Round wattage PD277099arm Power tray lamp 50M2 1005150M pole isolated PER 347 12 17'arm NEMA twist -lock recep-Finish r 15052 WBD_ Wall tacle only (no 250S 480 bracket -photocontrol)blank) Dark200M4 4005 TB WWD_ Wood (IRS SCWA Super Quartz restrike system's bronze 250M TBVs pole or QRSTD QRS time delay DWH White 320M°23050HZ10 wall pulse WTB Terminal wiring block DBL Black 350M5 De arm start HS House -side shield OMB MediumDA012P400MballastCSACSACertified bronze DA012WB Degree arm NOTE: SCWA ballast Shipped wall) mustbeselectedto PE1Distribution g separately 17 NEMA twist-lock PE (120,DNA Natural aluminum WBA Decorative wall complywithHydroformedreflectors PE3 NE twist -lock PE (347V)NE MA24tw1211 R2 IES type II asymmetric5 bracket California Title 20 PE4 NEMA twist -lock PE (48OV) R3 IES type Ill asymmetries KMA Mast arm metalhalide PE7 NEMA twist -lock PE (277V) R4 IES type IV forward external fitter regulations. SCWA SC throw, KTM8 Twin mounting also maybe required bar to meet other states' Shortening cap for PER option R5S IES type V square VG Venda' guard9dregulations. Consult SeSegmented reflectors 9 Optional five-top ballast (120, 209, 240, WG g P P localauthorhies.Wire guard NIGHTTIME SR2 IES type II asymmetric6 277,48OV).FRIENDLY 10 Consult factory for available wattages. SR3 IES type III asymmetries 11 9" arm is required when two or more C- isreor wet, LEER' oals6GreenGlooes' cnleria SR4SC IES type IV forward throw luminaires are oriented on a 90°o, li rolalo iedw_:im, drilling pattern. NOTES: 12 Ships separately.Accessories 1 Not available with SCWA. 13 Available with SPD04 and SPDO9. Order as separate catalog number.2 Not available with 480V. 14 Must specify voltage. N/A with TB. Tenon Mounting Slipfitter3NotavailablewithTBV. 15 Onl available with SR2, SR3, & SR4SC Number of fixtures 4 Must be ordered with SCWA. optics. Tenon O.D. One Two ®180°Tw'o @90" Three @120"Three *90° Four ®90 5 Reduced jacket ED28 required for 16 Max allowable wattage lamp included. 2 -3/8" T20.190 TZO -280 T20 -290 T20 -320 T20 -390 T20 -490 SR2, SR3 and SR4SC optics. 17 May be ordered as an accessory. 2 -7 /8" T25.190 T25 -280 T25 -290 T25 -320 T25 -390 T25.4906House -side shield available. 18 See www.lithonia.com /archolors for 4" T35 -190 T35 -280 T35.290 T35 -320 T35 -390 T35 -4907MustspecifyCWIforuseinCanada. additional color options. 8 Optional multi -tap ballast (120, 208, 19 Must be specified. KADVG Vandal guard 240,277V; in Canada: 120, 277,347V). 20 MustuseRPD09 KADWG Wire guard Outdoor Sheet #: KAD -M -S AL -370 LIGHTING DETAILS - -OD -2 SIMILAR PRODUCT MAY BE SUBSTITUTED WITH OWNER/ARCHITECT APPROVAL. ALL FIXTURES /COMPONENTS TO MATCH PROPOSED AT LONG TERM ACUTE HOSPITAL. KAD 400M Arm- mo Soft Squa Cutoff CoofHcientof Utilization Initialkwteendles KAD R2 Test n0. 1193083101 COEFFICIENT OF UTILIZAMON' 0 .1 .2 S .4 3 A 2 F 1 I E 0 5 I 2A e 1 K0.6 2 02 Q -1. 3 o 0 1 2 3 4 5 6 40OW.Metal Halide Tamp, 3$000Yated lumens, Footcandle values based on 30' mounting height, DLsuLlution Type 11, cutoff. KAD R4 Test no. 1191110101 COEFRCtENTOF UTILIZATION 0 t ,2 3 A .5 .6 2 r t x 0 5 2, t i5 2 56 t 0 1 3 4 0 0 1 2 3 4 5 6 4WW MOW{ Halide lamp, AOM rated lumens, Faatcandlevalues based on 30' mounting height, Distribution Type IV, cutoff. KAD R3 Test no. " 92m9D2 COEFFICIENT OF UTILIZATION A b b o f 2 9 zw 3 g 4 0 4MW Metal Halide lamp, 32,OIla.rated'tumens, Footcartdla values. based an 30' arounting height, Distribution Type III, cutoff: KAD R4HS Test no. 1192061101. COEFFICEN£ OF UTILIZATION Q .1 2 .3 .4 . 5.6`j . 6 I 2 iS 1 r zaF 1 0 E 2 ; z 3 _ 1 1 1 1 II 1 1 " 0 1 2 3 4 5 6 40OW Mimi Halide latrlp,U=Tatodlumens, Footcandle values based on 30' mounting freight; OlsErdluti0n Type IV, cutoff. KAD R5S Test no. 1193111901 COEFFICIENT OFUTIVIATION 0 .1 .2 .3 .4 .5 .6 2 Vu x11a 1 a 0.$ t 217 2 a 0.1 3 1 4 ° 0 1' 2 3 4 5 6 40OW Metal Halide lamp, 3=1 rated lumens, Footcandle values based om 30' mounting: height Distribution Type V, cutoff: Electrical Characteristics c Line current Primary (Amps) Primary dropout Input Power Regulation Moumiag Height CoartrAea Factor Watlagetbaflast voltage Start(Operating voltage watts factor ( %) Una V- Lamp lumens Multiply the lit level by the correction factor) 120 2.50)4.00 55 25 ft. a 1.44 400CWA 208 1"4W-V 95 35 ft. - 0.73 Peak -lead 240 1.25/2.00 110 455 90+ ±10% = 00%40 ft, =.56 Autotronsformer 277 1.10/1.75 480 .M1.00 125 225 Existing Mounting Height2_ Correction F Tested to currant IES and NEMA. standards under subilized laboratory condfdans- Various aparatirtg factors can.New mourill elg rt - cause differences between laboratory data and actual field measurements. Dimensions and specifications on this sheet are based as the most Caren avadatde data and; are subieacto alkanoi idilatat Roue: NOTES: I Phuteni to data for other d(aeibutiona can be acsessad frorrr vwrvt jftr com. A LAormariv1A am 1iva An4 4adiyBrandsCalmpany Sheet #: KAD $ Q2.ZgrR Aeafiif #aerie [igbtbtg Rev. MVS McKEECARSON LANDSCAPE ARCHITECTS CONSULTING ENGINEERS LAND PLANNERS 301 East High Street Charlottesville, VA 22902 p: 434 . 979 . 7522 f: 434. 977. 1 194 www.mckeecarson.com REFERENCES: NORTH RIDGE SITE PLAN SDP-2008-00135.:IMMONS GROU CONSOLIDATED PLAT: THOMAS LINCOLN SURVEYORS Z c 0 Z ttttr Q CL tL Q I- to C Z U Q 0)cn SIC ii Q W CC 4-- CL 0 C V)O 0 W Z 0 U Z H 0 Z w 0 V 0 J Q U Z f UJ W Q U Q LU 0 W Z 0 J REVISIONS 10 -03-08: COUNTY COMMENTS 11 -24-08: COUNTY COMMENTS DESIGNED ICS (OTHERS) CHECKED RBM SCALE DATE 08/11/08 PROJECT 0810 LIGHTING DETAILS - -OD -2 SIMILAR PRODUCT MAY BE SUBSTITUTED WITH OWNER/ARCHITE(T APPROVAL. ALL FIXTURES /COMPONENTS TO MATCH PROPOSED AT LONG TEIM ACUTE HOSPITAL. LIGHTING DETAILS - -OF -1 SIMILAR PRODUCT MAY BE SUBSTITUTED WITH OWNER/ARCHITECTtAPPROVAL. ALL FIXTURES /COMPONENTS TO MATCH PROPOSED AT LONG TERW ACUTE HOSPITAL. reserve their common law copyright and other prop4ty 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 reprocHuced, changed, or LIGHTING DETAILS - -OF -1 udlenieughdug outdoor One Irthonle way, Canysi GA 30012 1014e11e:770.922-9000 Ferc770.918 -1209 vi "Obonis core SIMILAR PRODUCT MAY BE SUBSTITUTED WITH OWNERIARCHITECT APPROVAL. ALL FIXTURES /COMPONENTS TO MATCH PROPOSED AT LONG TERM ACUTE HOSPITAL. any form or manner wnaTsoever, nor are Tney to De asslgnea To any Third parry witnout tirst Obtaining the express SHEET NUMBER 13 OF 14 a l Catalog NumberIAL/M,9VVI4 L /GHT /NG SSS 25 4131 DM19 Notes FEATURES St SPECIFICATIONS UVALTACH CONSTRUCTION BoDlt TypeI OC Anchor Base Poles Weldable - grade, hot - rolled, commercial- quality carbon steel tubing with a Warehouse Template minimum yield of 55,000 psi 111-gauge), 50,000 psi (7- gauge). Uniform wall Cirrcle thickness of .125" or .188 ". Shafts are one -piece with a longitudinal electric SSSresistanceweld. Uniformly square in cross - section with flat sides, small i Nominal shaft length (feet)corner radii and excellent torsion. Available shaft widths are 4 ", 5" and 6'. Wall Thickness inches) Anchor base is fabricated from hot - rolled carbon steel plate that meets or 60 mph exceeds a minimum yield strength of 36,000 psi. The anchor base is provided 90 mph with slotted holes. Base cover is finished to match pole.SQUARE STRAIGHT STEEL A handhole having nominal dimensions of 3" x 5" for all shafts. Included is a Bolt Circle inches) cover with attachment screws. Approximate shipweight pounds) Top cap provided with all drill -mount poles. 10 Fasteners are high - strength galvanized zinc - plated or stainless steel. 0,125 FINISH - Dark bronze (DDB) polyester powder standard. Other architec- 30.6 tural colors available. See www.lithonia.com /archcolors. 23,8 GROUNDING - A nut holder located immediately inside the handhole rim is 15.9 provided (ground bolt and nut provided by others). 8--9 ANCHOR BOLTS - Top portion of anchor bolt is galvanized per ASTM A -153. 75 Made of steel rod having a minimum yield strength of 55,000 psi. 12 ORDERING INFORMATION Lead times will vary depending on options selected. Consult with your sales representative. Example: SSS 20 5C DM19 DDB SSS 25 4G DM19 Shaft type Nominal shaft Nominal shaft base size/ Mounting' Options Finish' SSS length wall thlckneSS Tenon Mauntino $hipped installed DDB Dark bronze 10 -39 feat (See back page.) PT Open top UAB Less anchor bolts DM White see back page.) T20 2.3 /8 "O.D.(2"NPS) VD Vibration damper OBL Black T25 2.1/6'O.D.(2.117 TP Tamper proof DMB Medium bronze NPS) I= Horizontal arm bracket DNA Natural aluminum T30 3- 1 12 "O.D.WNPS) (1 fixturel's GALV Galvanized finish T35 4'O.D.(3- 1 /2 "NPS) FDLxx Festoon outlet less Drill Mountin0 electrical` DM19 1 at 90° FGLxx Festoon GFI outlet less OM29 2 at 180° electrical' DM20PL 2 at 180° with one 12CPxx 1/2" coupling' side plugged 34CPxx 3/4" coupling' DM29 2 at 90° 1CPxx 1" coupling' DM39 3 at 901 12NPxx 1/2' threaded nipples DM49 4 at 90° 34NPxx 3/4' threaded nipple' AERIS /OMERO Drill Mountina 1NPxx V threaded nipple' DM19AS 1 at 90° HHxx Extra handhole's DM28AS 2 at 180° NOTES: DM29AS 2 at 90° 1 When ordering tenon mounting and drill mounting for the same DM39AS 3 at 90°pate, follow this example: DM29/T20. The combination requires an HANDHOLE ORIENTATIONextrahandhole. DM49AS 4 at 90° 2 The drilling template to be used for a particular luminaire depends AERIS Suspend Drill Mountino C on the luminaire that is used. Refer to the Technical Dote Section DMI9AST_ 1 at 90° of the Outdoor Binder for Drilling Templates. DM28AST 2 at 180 3 Insert"1' or7to designate fixture size; e.g. OMI9AST2. DM26AST_ 2 at 90 4 Specify location and orientation when ordering option. DM39AST_ 3 at 90° p - B For Ist'x': Specify the height in feet above base of pole. DM49AST_ 4 at 90° Example: 5ft 5 and 20ft a 20 OMERO Sucnand Drill Mnuntin0 For 2nd X: Specify orientation from handhole (A,B,C,O) OMI9MR7_ 1 at 90 Refer to the Handhole Orientation diagram on this page. DM28MRT_ 2 at 180° A 5 Horizontal arm is 18" x 2.3/8' O.D. tenon standard. DM29MRT_ 2 at 90° Handhole 6 Combination of tenon -top and drill mount requires extra handhole, DM39MRT_ 3 at 90° 7 Additional colors available; see www.lithonia.com /archcolors. DMQMRT_ 4 at 90° Powder finish standard. Outdoor Shefil Pole -SSS PL -320 POL DETAILS CUT SHEET OCTAGONAL EXPO -qFn CONCRETE B BELOW GRADE CONCRETE FOOTING LAMPPOST SECURED TO CONCRETE BASE WITH GALVANIZED BREAK-AWAY ANCHOR BOLTS AS REQUIRED BY MANUFACTURER (MIN OF 4,5/8" DIA. x 18" LONG) PLAN INSTALL NUTS TO SECURE BOLTS PER MANUFACTURER INSTRUCTIONS REINFORCING: (4) #8 W/ #3 TIES Q 12" O.C. (EXCEPT @ 3" FOR TOP 2 TIES) FINISHED GRAD 6 GROUND z io SCHEDULE 40 PVC 314"X 10' -0" GROUND ROD (COPPER CLAD STEEL OR COPPER) FOOTING DESIGN TO BE VERIFIED BY CONSULTANT FOR ACTUAL SOIL CONDTIONS SECTION /ELEVATION CAST IRON LIGHT FIXTURE EDGEWATER FIXTURE METAL HALIDE LAMP CL D=d + 2" q N d ACCESS PANEL FOR ELECTRICAL CONNECTION D+6" DIA MIN. 2N' R.) Z 5 M III - Z III -III RIGID GALVINIZED ` CONDUIT CONCRETE BASE ON COMPACTED SUBGRADE DETAIL SWA; 2004 reserve their common law copyright a 2 4 M N.T.S. 194 SSS Square Straight Steel Poles TECHNICAL INFORMATION BoDlt Bolt Base Anchor Warehouse Template EPA (W) with 1.3 gust Cirrcle Projection Square I Catalog Number i Nominal shaft length (feet) Pole Shaft Size inxinxft Wall Thickness inches)Gouge 60 mph Max. weight 90 mph Max. weight 1(00 m1ph Max. weight Bolt Circle inches) Bolt Size in.xin.xin,) Approximate shipweight pounds) SSS 10 4C 10 4.0 x 10.0 0,125 11 30.6 765 23,8 595 15.9 473 8--9 314 x 18 x 3 75 SSS 12 4C 12 4.0 x 12.0 0.125 11 24.4 610 18.8 470 141.8 1 370 8--9 3/4 x 18 x 3 90 SSS 14 4C 14 4.0 x 14.0 0.125 11 19.9 498 15.1 378 111.7 293 8--9 3/4 x 18 x 3 100 SSS 16 4C 16 4.0 x 16.0 0.125 11 15.9 398 11.6 295 8J.9 223 8--9 3/4 x 18 x 3 115 SSS 16 4C 18 1,4.0 x 18.0 0.125 11 12.6 315 9.2 230 6;.7 168 8--9 3/4 x 18 x 3 125 SSS 20 4C 20 i 4.0 x 20.0 0.125 11 9.6 240 6.7 167 4J.5 150 8--9 3/4 x 18 x 3 140 SSS 20 4113 20 4.0 x 20.0 0.188 7 16.5 415 12.25 310 90 240 8--9 3/4 x 30 x 3 198 SSS 20 5C 20 5.0 x 20.0 0.125 11 17.7 443 12.7 343 91.4 235 10 - -12 1 x 36 x 4 185 SSS 20 5G 20 5.0 x 20.0 0.186 7 28.1 703 21A 535 165.2 405 10 - -12 1 x 36 x 4 265 SSS 25 4C 25 4.0 x 25.0 0.125 11 4,8 150 2.6 100 1,.0 50 e--9 3/4 x A x 3 170 SSS 25 4G 25 4.0 x 25.0 0.188 7 10.8 270 7.7 188 5i.4 135 8--9 3/4 x 30 x 3 245 SSS 25 5C 25 5.0 x 25.0 0.125 11 9.8 245 6.3 157 317 150 10 - -12 1 x 36 x 4 225 SSS 25 5G 25 5.0 x 25.0 0.188 7 18.0 350 12.6 350 9J.0 250 10 - -12 1 x 36 x 4 320 SSS 30 4G 30 4.0 x 30.0 0.188 7 6.4 160 4.0 100 2.'.3 58 8--9 3/4 x 30 x 3 295 SSS 30 5C 30 5.0 x 30.0 0.125 11 4.7 150 2.0 50 10 - -12 1 x 36 x 4 265 SSS 30 5G 30 5.0 x 30.0 0.168 7 10.7 267 6.7 167 319 1D0 10 - -12 1 x 36 x 4 380 SSS 306G 30 6.0 x 30.0 0.188 7 15.7 392 10.2 257 6;.4 160 11 - -13 1 x 36 x 4 520 SSS 35 5G 35 5.0 x 35.0 0.188 7 5.9 150 2.5 100 10 - -12 1 x 36 x 4 440 SSS 356G 1 35 r 6.0x35.0 0.188 7 9.5 237 5.0 150 1,.8 50 11 - -13 Ix 36x4 540 SSS 39 6113 39 6.0 x 39.0 G 0.188 7 5.1 128 1.3 33 11 - -13 1 x 36 x 4 605 A 1 k BASE DETAIL 18" Shaft BoDlt Bolt Base Anchor Warehouse Template Base Cirrcle Projection Square Bolt Anchor Bolt Number Size A4 B C Description Description 4 "C 8 -11/2"2. 314" -4"8"ABSSS -4C AB18 -0 PJ50004 4 "G 8 -11/2"2.3/4 " 4"8"ABSSS -4G AB30 -0 PJ50004 5"10 " -12"3.3/8 " -4"11"ABSSS -5 AB36 -0 PJ50010 6"11 " - 13"3.3/8 " -4"12.1/2" ABSSS -6 AB36 -0 PJ50011 IMPORTANT INSTALLLATION NOTES: Do not erect poless without having fixtures installed. Factory - supplied taemplates must be used when setting anchor bolts. Lithonia will not accept claim for inccorrect anchorage placement due to failure to use factory template. If poles are storedd outside, al protective wrapping must be removed immediately to prevent finish domopge. Lithonia is not respponsible for the foundation design. Installation requirses grout to be packed under base to ensure full contact with foundation. IMPORTANT: These specificatioons are intended for general purposes only. Lithonia reserves the right to change motderial or design, without prior notice, in a continuing effort to upgrade its producots. LIrm,aN /A L /GHT/NG ® Lithonia Lighting Outdoor Ann4WftVBMrX CWPW7y One Lithonia Way, Conyers, GA 30012 Phone: 770. 922 -9000 Fax: 770. 918 -1209 Sheet Pole -SSS 01994 Acuity Brands Lighting, Inc., Rev. 12/27/07 www.lithonia.com POLE DETAILS CUT SHEET ns are or copied in any form or manner whatsoever, nor are to any OA -1 FULL CUT OFF FIXTURE IMAGES IMAGE express or I McKEECARSON LANDSCAPE ARCHITECT$ CONSULTING ENGINEERS LAND PLANNERS 301 East High Street Charlottesville, VA 22902 P: 434 . 979 . 7522 f: 434 . 977 . 1 194 www.mckeecarson.com REFERENCES: NORTH RIDGE SITE PLAN SDP - 2008 - 001301: IMMONS GROUT' CONSOLIDATED PLAT: THOMAS LINCOLN SURVEYORS Z c 0 z 14 seas,• 0 Q CL Q to t V M O 0 Z o U a C/) Q W Q m fr- 4-- C CL O CL V)O U W Z p U Z H Z w C) 0 J U N J Co LLJ W i- Q U Q Lu D W Z a.0 N J REVISIONS 10 -03 -08: COUNTY COMMENTS 11- 24-08: COUNTY COMMENTS DESIGNED ICS (OTHERS) CHECKED RBM SCALE DATE PROJECT SHEET NUMBER 1 14 OF 14 08/11108 rk AUG 112008 COMMUNITY DEVE- L,OPMENT LONG TERM ACUTE CARE sheet 02 PROJECT DATA sheet 03 HOSPITAL sheet 04 EROSION AND SEDIMENT CONTROL PLAN sheet 05 LAYOUT AND DIMENSION PLAN LTACH) GRADING AND UTILITIES PLAN sheet 07 STAFF PARKING ALB EMARLE LIGHTING AND PHOTOMETRIC PLAAN BOUNTY,VIRGINIA SIEG MAINTENANCE ov" 6 A ;W4 no - *us+ reaxw.+ , OVERALL EXISTING PARKING PLAN CSX4W, LROAD 24 SPACES J 4 ( I • ( r , I I { ! - -' - _ " 1 is :f y253SPACES ., . I t I •. Xn rdrr r I i z f 3 rtef' r Y t•f ! i a 118PACES 1 ROUTE 250 64 SP1 Q , OVERALL PROPOSED PARKING PLAN Y. ' h qtr Y t , 5 • r l J '• , CSkRII IILROAD 24 SPACES " / / `5` DJI - r -)(" o 7z -bo -vo s czwoiw TF 200 SPACES a r SPACES" " 1.. hC .:Sj' • f,• t r 'r TMP 59-230 r t , Y1 . ,: .` ' s r,w". ' ° * 2, . , r , , 'axe a '---,. 22 SPACES ff t <srG 87 SPACES . : iSjjt • t 10 SPACES B TMP 59-230 c. FINAL SITE DEVELOPMENT PLAN II August 2008 sheet 01 COVER SHEET sheet 02 PROJECT DATA sheet 03 EXISTING CONDITIONS & DEMOLIMON PLAN sheet 04 EROSION AND SEDIMENT CONTROL PLAN sheet 05 LAYOUT AND DIMENSION PLAN sheet 06 GRADING AND UTILITIES PLAN sheet 07 LANDSCAPE PLAN sheet 08 LIGHTING AND PHOTOMETRIC PLAAN sheet 09 EROSION AND SEDIMENT CONTROL DETAILS sheet 10 SITE DETAILS sheet 11 UTILITIES DETAILS & PROFILES AND ESC DETAILS sheet 12 LANDSCAPE DETAILS sheet 13 LIGHTING DETAILS • McKEECARSON LANDSCAPE ARCHITECM - CIVIL ENGINEERS - LAND PLANNERS 3001 EAST HIGH STREET CHARLOTTESVILLE, VIRGINIA 22902 434 - 979 -7522 Ell q ^ 0115 Mt S Vicinitv Ma Standards and Specifications 1. VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD AND BRIDGE SPECIFICATIONS, DATED 2001. 2. VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION, DIVISION OF SOILAND WATER CONSERVATION, VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, THIRD EDITION, 1992. 3. ALBEMARLE COUNTY SERVICE AUTHORITY, GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, ADOPTED JANUARY 15, 2001. 4. VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION, DIVISION OF SOILAND WATER CONSERVATION, VIRGINIA STORMWATER MANAGEMENT HANDBOOK, FIRST EDITION, 1999. General Contractor Notes 1. THE CONTRACTOR SHALL VERIFY THE PROPOSED LAYOUT WITH ITS RELATIONSHIP TO THE EXISTING SITE SURVEY. THE CONTRACTOR SHALL ALSO VERIFY ALL DIMENSIONS, SITE CONDITIONS, AND MATERIAL SPECIFICATIONS AND SHALL NOTIFY THE OWNER AND ENGINEER OF ANY ERRORS, OMISSIONS OR DISCREPANCIES BEFORE COMMENCING OR PROCEEDING WITH WORK. 2. DEVIATIONS FROM, OR CHANGES TO THESE PLANS WILL NOT BE ALLOWED UNLESS APPROVED BY THE ENGINEER. 3. THE CONTRACTOR SHALL PERFORM ALL WORK USING THE DIMENSIONS SHOWN ON THESE PLANS. THE CONTRACTOR SHALL NOT USE SCALES, RULERS, DIVIDERS, MAP WHEELS OR OTHER MEASURING DEVICES '!O DETERMINE SPATIAL RELATIONSHIPS ON THESE DRAWINGS. 4. AN APPROVED SET OF PLANS AND ALL APPLICABLE PERMITS MUST BE MAINTAINED AND MADE AVAILABLE AT THE CONSTRUCTION SITE BY THE CONTRACTOR. 5. PARKING FOR THE CONTRACTOR'S VEHICLES SHALL BE COORDINATED THROUGH THE OWNER. PARKING FOR EMPLOYEE VEHICLES WILL BE ACCOMMODATED AT THE SITE. 6. THE CONTRACTOR AGREES THAT HE SHALLASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALLAPPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL AND ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM 'THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER". 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS, INSPECTIONS, BONDS AND OTHER APPROVAL RELATED ITEMS IN ACCORDANCE WITH LOCAL AND STATE POLICY. 8. THE CONTRACTOR'S WORK SCHEDULE SHALL BE COORDINATED WITH THE OWNER AND THE BUILDING CONTRACTOR. 9. THIS PLAN DOES NOT GUARANTEE THE EXISTENCE OR NON - EXISTENCE OF UNDERGROUND UTILITIES. PRIOR TO ANY CONSTRUCTION OR EXCAVATION, THE CONTRACTOR SHALL VERIFY THE EXISTENCE AND LOCATION OF, OR THE NON - EXISTENCE OF, UNDERGROUND UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1 -800- 552 - 7001). 10. THE CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UTILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF NECESSARY. 11. THE EXISTENCE AND /OR LOCATION OF UTILITIES SHOWN ON THESE PLANS MAY BE ONLY APPROXIMATELY CORRECT AND THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN HEREON AND ANY OTHER EXISTING UTILITIES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING, AT HIS EXPENSE, ANY EXISTING UTILITIES DAMAGED DURING CONSTRUCTION. IF A UTILITY IS DAMAGED DURING CONSTRUCTION, STOP WORK IMMEDIATELYAND NOTIFY THE ENGINEER. 13. RELOCATION OF ANY EXISTING UTILITIES SHALL BE AT THE OWNER'S EXPENSE AND COMPLETED WITH THE SITE WORK. THE DEVELOPER SHALL BE NOTIFIED AS TO THE RELOCATIONS REQUIRED PRIOR TO THE START OF CONSTRUCTION. 14. THE CONTRACTOR SHALL ADEQUATELY PROTECT EQUIPMENT MATERIALS, AND COMPLETED WORK FROM THEFT AND VANDALISM. THE OWNER IS NOT RESPONSIBLE FOR THE LOSS OF ANY MATERIAL STORED AT THE SITE. 15. ANY DAMAGE TO EXISTING PHYSICAL FEATURES (WALKS, LIGHTS, CURBS, PLANTS, ETC.) SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. REPAIRS OR REPLACEMENTS SHALL BE MADE AS NECESSARYAT NO COST TO THE OWNER. 16. ALL TURF AREAS THATARE IMPACTED OR DISTURBED BY CONTRACTOR VEHICLES, EQUIPMENT, OR ACTIVITY SHALL BE REPAIRED, REGRADED, AND RESEEDED. 17. CONTRACTOR EXCLUDES THE COST OF ANY SITE OR OTHER TRASH COMPACTORS. CONCRETE PAD IS INCLUDED PER SITE PLAN BUT ELECTRIC IS EXCLUDED. 18. THE POWER COMPANY WILL PERFORM ITS OWN SITE WORK UP TO AND INCLUDING THE CONNECTION TO THE ELECTRIC METERS THAT ARE MOUNTED ON THE BUILDINGS ATASINGLE LOCATION. THE TELEPHONE AND CABLE TV COMPANIES WILL PERFORM THEIR OWN SITE WORK UP TO A SINGLE BOX ON EACH BUILDING. PROPOSED LTACH BUILDING ON TMP 59 -23B1 EXISTING MAINTENANCE FACILITY WITH PROPOSED PARKING N TMP 59 -23D, 23F AND 23C1 IVY ROAD /ROUTE 250 CSX RAILROAD TMP 59 -23C PROPOSED PEDESTRIAN CONNECTION Purpose of Final Site Plan Amendment 1. THE PURPOSE AND INTENT OF THIS APPLICATION IS TO PROVIDE SUFFICIENT STAFF PARKING FOR THE PROPOSED LTACH FACILITY ON TMP 59 -23B1 , NORTHRIDGE OFFICE BUILDING ON TMP 59 -238, AND THE EXISTING MAINTENANCE FACILITY ON TMP 59 -23D, 23F AND 23C1 AS ILLUSTRATED IN CONTEXT MAP - EXISTING FACILITY IS TO REMAIN IN TACT AND FUNCTION. SEE COVER SHEET, PARKING STUDY AND LAYOUT PLAN FOR ADDITIONAL DETAILS. 2. SITE PLAN FOR PROPOSED PARKING ON OTHER TAX MAP PARCELS WILL BE PART OF THE FINAL SITE PLAN WHICH IS MADE TO ACCOMPANY THE LTACH APPLICATION PREPARED BY TIMMONS GROUP AND SUBMITTED UNDER SEPARATE COVER. 3. THE PARKING LOTS SHOWN IN THE EXHIBIT ON THE COVER SHEET WILL BE CONTROLLED IN A MANNER THAT IS CONSISTENT WITH THE PROCEDURE'S ALREADY ESTABLISHED IN THE UNIVERSITY PARKING LOTS. SIGNS SHALL DESIGNATE PATIENTIVISITOR PARKING AND STAFF PARKING AREAS. THE NORTHRIDGE PARKING LOT WILL HAVE THREE HOUR PATIENT/VISITOR PARKING. THE STAFF FROM LTACH, NORTHRIDGE, SIEG, MOSER CLINIC AND KIRTLEY OFFICE BUILDING WILL HAVE A HAND TAGS TO HANG FROM THE MIRROR OF THE CAR. International Fire Code(IFC) Notes 1. IFC 1404.1-SMOKING TO BE ALLOWED IN ONLY DESIGNATED SPACES WITH PROPER RECEPTACLES. 2. IFC 1404.2WASTE DISPOSAL OF COMBUSTIBLE DEBRIS SHALL BE REMOVED FROM THE BUILDING AT THE END OF EACH WORKDAY. 3. IFC 1410.1- ACCESS TO THE BUILDING DURING DEMOLITION AND CONSTRUCTION SHALL BE MAINTAINED. 4. IFC 1404.6 - CUTTING AND WELDING. OPERATIONS INVOLVING THE USE OF CUTTING AND WELDING SHALL BE DONE IN ACCORDANCE WITH CHAPTER 26, OF THE INTERNATIONAL FIRE CODE, ADDRESSING WELDING AND HOTWORK OPERATIONS. 5. IFC 1414.1 -FIRE EXTINGUISHERS SHALL BE PROVIDED WITH NOT LESS THAN ONE APPROVED PORTABLE FIRE EXTINGUISHER AT EACH STAIRWAY ON ALL FLOOR LEVELS WHERE COMBUSTIBLE MATERIALS HAVE ACCUMULATED. 6. REQUIRED VEHICLE ACCESS FOR FIRE FIGHTING SHALL BE PROVIDED TO ALL CONSTRUCTION OR DEMOLITION SITES. VEHICLE ACCESS SHALL BE PROVIDED TO WITHIN 100 FEET OF TEMPORARY OR PERMANENT FIRE DEPARTMENT CONNECTIONS. VEHICLE ACCESS SHALL BE PROVIDED BY EITHER TEMPORARY OR PERMANENT ROADS, CAPABLE OF SUPPORTING VEHICLE LOADING UNDER ALL WEATHER CONDITIONS. VEHICLE ACCESS SHALL BE MAINTAINED UNTIL PERMANENT FIRE APPARATUS ACCESS ROADS ARE AVAILABLE. General Construction Notes for Site Plans 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 ( HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 5. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE DRAINAGE CHANNEL. 6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 9. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE CONSTRUCTION LIMITS OF PAVED AREAS. 10. CONSTRUCTION DEBRIS SHALL BE CONTAINERIZED IN ACCORDANCE WITH THE VIRGINIA LITTER CONTROL ACT. NO LESS THAN ONE LITTER RECEPTACLE SHALL BE PROVIDED AT THE CONSTRUCTION SITE. 11. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE PAVEMENT SUBGRADE, CBR TESTS SHALL BE PERFORMED ON THE SUBGRADE SOIL. IF A SUBGRADE SOIL SUPPORT VALUE OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE ENGINEER. 12. ALL PAVEMENT MARKINGS TO BE REFLECTORIZED. ALL PAVEMENT MARKINGS SHALL MEET THE LATEST VDOT SPECIFICATIONS AND SHALL BE IN ACCORDANCE WITH (MANUAL ON UNIFORM TRAFFIC DEVICES (MUTCD) STANDARDS, LATEST EDITION. 13. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE CITY TRAFFIC ENGINEER, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENTACCESS. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM TO THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION. 14. ALL SITE SIGNAGE MUST BE APPROVED SEPARATELY, PRIOR TO CONSTRUCTION BY THE ALBEMARLE COUNTY OR CITY OF CHARLOTTESVILLE ZONING DEPARTMENT. Site Clearing Notes 1. CUT AND FILL SLOPES MAY NOT BE EXPOSED FOLLOWING COMPLETION OF CONSTRUCTION. 2. NO CHANGE IN NATURAL OR EXISTING DRAINAGE PATTERNS FOR SURFACE WATERS SHALL BE MADE UPON ANY LOT THAT COULD ADVERSELY AFFECT THE OWNER OF ANOTHER LOT. 3. EXCESS EXCAVATED MATERIAL OR MATERIAL UNSUITABLE FOR FILLING OR GRADING OPERATIONS, MISCELLANEOUS REFUSE OR OTHER ITEMS INDICATED TO BE REMOVED, SHALL BE DISPOSED OF OFF- SITE IN COMPLIANCE WITH LOCAL CODES AND ORDINANCES. 4. CONTRACTOR TO COORDINATE ALL UTILITY LINE ADJUSTMENTS WITH SERVICE PROVIDERS. 5. WATER, SANITARY SEWER, ELECTRIC, TELEPHONE AND CABLE TV SERVICE SHALL BE MAINTAINED, OR INTERRUPTIONS OTHERWISE COORDINATED WITH OWNER, TENANTS, ASSOCIATED AGENCIES AND SERVICE PROVIDERS. 6. CONTRACTOR TO DETERMINE, THROUGH THE OWNER, THE STATUS OF POTABLE WATER SUPPLY TO EXISTING STRUCTURES AND COORDINATE ANY TRANSITION BETWEEN EXISTING AND PROPOSED SYSTEMS. Field Notes SOURCE OF BOUNDARY, TOPOGRAPHIC THOMAS B. LINCOLN LAND SURVEYOR, AND PHYSICAL SURVEYS CHARLOTTESVILLE, VA 301 EAST HIGH STREET, WATER COURSES ADJACENT TO OR ON SITE NONE RESERVOIR WATERSHED NONE SEPTIC SETBACKS NONE FLOODPLAIN LIMITS NONE BENCHMARK FOR SURVEY IRON AND CAP STAMPED #131 ELEVATION 610.80. DATUM REFERENCE -NAVD '88 VERTICAL DATUM SITE ACREAGE ZONIING EXISSTING USE 2.92 ACRES L -1 (LIGHT INDUSTRIAL) WAREHOUSE METAL WAREHOUSE ON TMP 23D:8856 SF METAL WAREHOUSE ON TMP 23D:13754 SF PRO)POSED USE - SETfBACKS PARKING FOR LTACH STAFF (USE) I FRONT: BUILDING IS EXISTING. SIDE: NA MAG31STERIAL DISTRICT AER R: NA; YARD: 30'; PARKING: 10' COUJNTY AND STATE SAMUEL MILLER Site Specifics 1. ALL SITE SIGNAGE MUST BE APPROVED SEPARATELY, PRIOR TO CONSTRUCTION BY THE ALBEMARLE COUNTY ZO ?NING DEPARTMENT. 2. AVWAIVER REQUEST HAS BEEN SUBMITTED WITH REGARDS TO THE LIMITATION ON THE MAXIMUM NUMBER OF PARWING SPACES. 3. ACCRITICAL SLOPES WAIVER FOR TMP REQUEST HAS BEEN SUBMITTED ALONG WITH THE LTACH SITE PLAN SDFP200800052 LTACH ON JUN 24, 2008. 4. THEE PROPOSED CONNECTOR ROAD SHOULD BE REVIEWED AS PART OF THIS SITE PLAN. Site Data NAMAIE OF DEVELOPMENT - OWMIER/DEVELOPER SIEG WAREHOUSE RECTORS AND VISITORS OF UNIVERSITY OF VIRGINIA, PO BOX 400726, CHARLOTTESVILLE, VA -22904 IN PREPARER McKEE CARSON (434- 979 -7522) 301 EAST HIGH STREET, PROPERTY / RIGHT-OF-WAY LINE CHARLOTTESVILLE, VA 22902 NORtTH RIDGE SITE PLAN TIMMONS GROUP 919 2ND ST., S.E. SETBACK LINE CHARLOTTESVILLE, VA 22902 434.327.1684 TAX MAP PARCEL TMP 59 -23D; TMP 59 -23F; TMP 59 -23C1 SITE ACREAGE ZONIING EXISSTING USE 2.92 ACRES L -1 (LIGHT INDUSTRIAL) WAREHOUSE METAL WAREHOUSE ON TMP 23D:8856 SF METAL WAREHOUSE ON TMP 23D:13754 SF PRO)POSED USE - SETfBACKS PARKING FOR LTACH STAFF (USE) I FRONT: BUILDING IS EXISTING. SIDE: NA MAG31STERIAL DISTRICT AER R: NA; YARD: 30'; PARKING: 10' COUJNTY AND STATE SAMUEL MILLER ADJAACENT TAX MAP PARCEL ALBEMARLE, VIRGINIA ADJAACENT PARCEL ZONES ADJAACENT PARCEL USES MAXK. ACREAGE OCCUPIED BY EACH USE MAXK. NUMBER OF DWELLING UNITS - NOT APPLICABLE NOT APPLICABLE ORODSS RESIDENTIAL DENSITY NOT APPLICABLE SQUAARE FOOTAGE OF RECREATIONAL AREA NOT APPLICABLE PERICENTAGE AND ACREAGE OF OPEN SPACE 22% AND 0.55 ACRES MAXK. IMPERVIOUS COVER 1.86 ACRES MAXK. SQUARE FOOTAGE OF COMMERCIAL USES NOT APPLICABLE MAXK. SQUARE FOOTAGE OF INDUSTRIAL USES NOT APPLICABLE - FLOOOR AREA RATIO (IF INDUSTRIAL) -NOT APPLICABLE LOTS AREA COVERAGE (IF INDUSTRIAL)NOT APPLICABLE MAXK. NUMBER OF EMPLOYEES MAX(. BUILDING HEIGHT - I 23 EMPLOYEES 26' Approvals DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER /ZONING ENGINEER INSPECTIONS ARCHITECTURAL REVIEW BOARD , DEPARTMENT OF FIRE AND RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION HEALTH DEPARTMENT Reason for Revisions Legend /Abbreviations ITEM EXISTING PROPOSE BENCH MARK PROPERTY / RIGHT-OF-WAY LINE SETBACK LINE CONTOUR INDEX CONTOUR 10 10 BUILDING PAVEMENT WATER MAIN w-w-w w - WATER VALVE SANITARY SEWER LINE S -S - -S S - STORM SEWER INLET O - MANHOLE TELEPHONE PEDESTAL EASEMENT BITUMINOUS PAVEMENTS L------------------- CONCRETE PAVEMENT CURB CURB NTH GUTTER GAS LINE G-G-G G G_- DRAINAGE AREA DELINEATION DA STREAM RIP RAP STORM DRAIN IDENTIFIER A-6 SANITARY SEWER IDENTIFIER UNDERGROUND ELECTRIC LINE UGE UGE -U G E U G E - OVERHEAD ELECTRIC LINE OHE OHE -O HE OHE - UNDERGROUND TELEPHONE LINE UG T UG T -UGT U G T - OVERHEAD TELEPHONE LINE OHT OHT -O H T O H T REINFORCED CON PIPE Ap RCP FIRE HYDRANT RY FH YARD DRAIN TOP OF CURB BOTTOM OF CURB TC A: 7 TC BC LOW POINT LP LP DROP INLET Dy DI CLEAN O CO WATER METER TOP OF THE STAIRS TS BOTTOM OF THE STAIRS BS BS TOP OF THE WALL 7w TW BOTTOM OF THE WALL sw BW 1 McKee Carson and Field Sport Concepts, Ltd. reserve their common law copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the properly 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. Context Ma J ` I ` McKEECARSO LANDSCAPE ARCHITECTS CONSULTING ENGINEER'S LAND PLANNERS 301 East High Street Charlottesville, VA 22902 p: 434. 979. 7522 f: 434. 977. 1 194 www.mckeecarson.com 1 LT7 rpA. : . ESH K. TIWARI M No. 043868 ¢r, NAL E 0 Z W U Z Q Z W IMM Z 0 0 W N lie Q ILL. Q vi 2 U ._ Q J Q CL 0 V) 0 O U 2 0 w O Q E U 0 w Q U Q w Z O J DESIGNED CHECKED SCALE DATE PROJECT SHEET NUMBER RK R5M NA 07128YOS 0610 0 CIF 13 Co TER \, 0590040-00 -023BO UNIVERSITY OF VIRGINIA HEALTH SERVICES ZONE: L1 k v F_ 6 tv 625. VEPICOR.WFOR Y STUBANDANCHOR D. B, 288 P. 488 EXCEPT. F3 / 0 vy i otiF 0 \ pFNOTE lF BUILDING CORNER FNCR6ACHES , aI0.08'OVER PROPERTYLINE ' +c" oP N / ; ``• ? I \ &W,49 I I I 1 S83 I , I I I I I 160672I 605.30 I VEP+ EASEMENT I ID.B.I P. 47h,73 PLAT EXCE F5 EX/SnNG 1 STORYBR/CKAND METAL WAREHOUSE 8858 SF 33 Consolidated Plat Notes 1. TMP 59 -23D, 23F, 23C1 AND FOLLY DRIVE EASEMENT WILL BE CONSOLIDATED INTO ONE SINGLE TAX MAP PARCEL FOR SIMPLIFIED REVIEW. 2. CONSOLIDATED PLAT AND APPLICATION WILL BE PREPARED BY THOMAS LINCOLN SURVEYORS AND WILL BE SUBMITTED AT A LATER DATE UNDER SEPERATE COVER. EXLST/A1G 1 STORYBR/CKAND '' I "' C- 255.48'c.. 811682 - METAL WAREHOUSE - - CB=S77 °53'15 "E I ;' Is FF 13754 SF T DELTA = 10°4043 General Demolition Notes 609. , f9 1. BEFORE BURNING, BLASTING, OR TRANSPORTATION OR STORAGE OF EXPLOSIVES, THE CONTRACTOR SHALL 605 . 41 L OBTAIN ALL REQUIRED PERMITS. I I ' _ _ : _ 2. CONTRACTOR SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES IN THE AREA OFTC - ' LP PROPOSED EXCAVATION OR BLASTING AT LEAST TWO WORKING DAYS, BUT NOT MORE THAN TEN WORKINGI , 3,27.- -- = - - -- - - - - - - - - - - DAYS, PRIOR TO COMMENCEMENT OF EXCAVATION OR DEMOLITION. fODW 4 FF l t ; 80 T 3. EXCLUDED IS THE RELOCATION OF ANY UTILITIES NOT SPECIFICALLY NOTED TO BE REMOVED ORIa ° Hp , TBR MI{f/112 fps, o ; RELOCATED. BC z .&? 05,89 610504 ' 609 4. NO PROTECTED PLANTS SHALL BE DAMAGED, DESTROYED OR REMOVED FROM ANY LOT. LANDSCAPE 1 I CONTRACTOR TO COORDINATE ALL ON SITE TRANSPLANTING'S AND AREAS TO BE SAVED WITH LANDSCAPE FF I I , 608 T ; I k, RECTOR S VISITORS OF THE ARCHITECT PRIOR TO CONSTRUCTION. CONTRACTOR TO REFER TO LANDSCAPE PLAN FOR SPECIFIC LOCATIONS W8.92 PROPI4AIE TANK r PROPANE TANK TO t UNIVERSITY OF VIRGINIA OF ALL TRANSPLANTED MATERIAL. NEIf ;,:::;; ;ZONE: COMMERCIALBURIED#ffM E 5. EXISTING TREES NOT SHOWN ON SURVEY WILL BE FLAGGED FOR REMOVAL ON SITE. CONTRACTOR TOBE 6r1B 9S T 6d6.8f BERELOCATED 1n THE 9 30 3 I EASEMENT } i NORTHOF CO-ORDINATE THIS WITH THE LANDSCAPE ARCHITECT ON SITE. D.B. 910 P. 461 PLAT BL` 1sPOPl30 I 'l _PARKING LOT 1. <: .;<; BC 70 r ', ; ,; -rc „ 611QB. 6. THE CONTRACTOR SHALL CO- ORDINATE WITH THE LANDSCAPE ARCHITECT PRIOR TO STARTING DEMOLITIOND. 903 P. 708 EXCEPT.I i ACTIVITY TO TRANSPLANT TWELVE (12) CRYPTOMERIA JAPONICA (Japanese Cryptomeria) TREES01tiD. B. 387 P. fBEXCEPLfB IIOASf yO 601.37 '; ON-SITE. THESE TREES ARE NOT IDENTIFIED IN THE SURVEY. I RUATPUMP TO BE &Oq /0 y o ; : ; C,L L i - --T 15P/NEt 1 RfiLOC4TED TO THE ; DW8.02 1VWRTHOFPROAOISE AURK/NGLOT $ ;` General Demolition Notes I BR \ T 15P/NE115 ; ;; BC ` CONC. I 6 / 4 807.63 c . ;, 600.5 GL TBR TBR 5p /NF S ' ',; _ _ - - TREMTRUCTURE TO BE REMOVED R 1607 TB 51 60 POWER LINE TO BE REMOVED 6'1 \ ' TBR /rBR Q1P/NE/1B r' BO 5/JDt47 11 1SUA 38 , 9LS i TY = 'JLJ,G6 ; n it H BC '; NOTE: ALL OF EXISTING PARKING IS TO BE DEMOLISHED.it I WV ° 807. t111f. 807.80 / ; i 6ao 25 It • 6r>0,z1 ; rsvo.3 )ti'; 600. Survey AbbreviationsEX/ST/NG PARKING LOT MIDL /SHED UP s111' 16 TO BEDE---- 11 ' I ' ° .. _1 54 SPACES ' BC = BOTTOM OF CURB MP = METAL POSTI \ +, i W 08 BP = BOLLARD POST PB = PIPE BOLLARD r ,. ,, o C BS = BOTTOM OF STEPS PT = PROPANE TANK 61, 67 TB e DW/20 i _ 80 '/ ` CMP = CORRUGATED METAL PIPE PTV = PROPANE TANK VALVE 34 I / 605.83 "`' - T --- --- - -_ ' ' -' CO = CLEAN OUT PVC = POLY -VINYL CHLORIDE PIPE1 Cyp i 603198 IJ TC Y j' CPP = CORRUGATED PLASTIC PIPE S = SIGN 613 46 4- 1 TB 7.18 ; 1 6011 600g'- CVB = CONTROL VALVE BOX SMH = SANITARY SEWER MANHOLE TEI - DW = DOGWOOD SYC = SYCAMORE i > EM = ELECTRIC METER TIC = TOP OF CURB1601.6 l 32 1 if 6wot ' ; r --- --- EM = ELECTRIC METER TR _ TREE (SPECIES UNKNOWN) 13 r \ 1 1 / 1 _ FH _ FIRE HYDRANT TS = TOP OF STEPS i' FV - FIRE VALVE TVA = TV ANTENNA TBR f5P/NE715 ,I GL = GROUND LIGHT UB = UTILITY BOX 812.01 ' ! . It It " GV = GAS VALVE UP = UTILTIY POLE 1 12ASH/3P, ; I GW_ GUY WIRE M = WATER METER 537 i , f I l / HP = HEAT PUMP WMV = WATER METER VAULT VFPCO 392. f /' h 50'BU/LD/NGSET&ICKL/NE I o „ , „ ` 1 IF _IRON FOUND VW =WATER VALVE l ' I f ( /LD / S /TEI UL r,. 1\ LP - LIGHT POLE 12TR18 =12" CAL. TREE WITH 8' CANOPY (DIAMETER) FH 4RV rop 5966 ,,_I I i / 1 J t -- Oi f 11 7 I ,V / W - - W / - - _ / w- r W_ W ---' W J 59y85', s .19 yam-- = - w W - W - - jf W - - W - f - W W W W ~ 12 W - -y -- S 6f4 97 TC J J - S - 4 - S 5' T -- S f 5' .-- J . 7 ^^ S 'A'' .iii: %.i:". r J.71.49 j •\1 ACSu4A,SEMEN BC 1 60941 D.B. 1211 P. 343PLAT J!. 80555 ' ,, -- S - mot. ,. ! ,El 4.954' N84 ° 1346'7N6t237' ! /,' D.B. 91014 P. 204, ZO7PLAT - 5970- - _ 1357"W ' EXCEPT. F6, F14 / / - - - - 2 AN ° • ~' BEII/C D TELI F k TEL 5184 / f CAPSTAN D X131 "ED . 251 . f. 59919 ' ' ' }u ,,6059° ' , V r - - - -- _Yaw. - .W.ti.;•u'vtirTi`." _... .... ,._. _...-- _...,. .:.:rte_ T ; 1 --------------- .._. _.... r. .- .'i':• ----- - - - - -- OV - -- ` -& ESSi AR/4BLE IMDTH/NGRESS ELEVATION . EGR EASEMENT 617.73 r - 608 09 - -' a - _ \ • "' - 597.63 D-8. f2ff P 343 PLAT812.41 ' ' R- 2824,40' x -------- - - --~ ------------- - - - - -- EXCEPT FM A= 193.55' - scale: 1" = 20' contour interval . 2' 7=0.81 U.S. ROUTE 250 - 5f ' CB- N87 °4023"W 0 20 40 80 DELTA= 3 °5535" reserve their common These plans are not to be or copied In any form or manner whatsoever, nor are Existing Condition Notes 1. DATUM: NAVD '88 VERTICAL DATUM 2. CONTRACTOR TO CONTACT LANDSCAPE ARCHITECT /ENGINEER 24 HOURS PRIOR TO CLEARING DRAINFIELD AREA ON SOUTHERN PARCEL TO SCHEDULE AN ON -SITE REVIEW OF SPECIMEN TREES TO BE SAVED IN THIS AREA. 3. BOUNDARY, TOPOGRAPHIC AND PHYSICAL SURVEYS BY THOMAS B. LINCOLN LAND SURVEYOR, CHARLOTTESVILLE, VA 4. BENCH MARK IS IRON AND CAP STAMPED #131 ELEVATION 610.80. 5. GREY AREAS REPRESENT CRITICAL SLOPES IN EXCESS OF 25 %. 6. THE FOUR (4) DOGWOODS SHOWN BETWEEN LOADING DOCKS ARE NOT SURVEYED AND ARE PLACED IN APPROXIMATE LOCATIONS. 7. THE LOCATION OF EXISTING UNDERGROUND UTILITIES IS SHOWN IN AN APPROXIMATE WAY ONLY. UTILITIES ARE LOCATED USING UTILITY COMPANY LOCATIONS, CITY AND UNIVERSITY UTILITY MAPS, AND FIELD VERIFICATION. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. MCKEECARSOr LANDSCAPE ARCHITECT$ CONSULTING ENGINEERS LAND PLANNERS 301 East High Street Charlottesville, VA 22902 p: 434. 979. 7522 t: 434. 977. 1194 www.mckeecarson.com any third parry KII REFERENCES: NORTH RIDGE SITE PLAN: TIMMONS GROUP CONSOLIDATED PLAT: THOMAS LINCOLN SURVEYORS REVISIONS DESIGNED 0 CHECKED ROM SCALE Z DATE 08/11/08 PROJECT lie Ce z Q a. LL a W Q U N Z u 0 a Q Z J L LU W J a C Z Z N o Q N QLUL 0G Q E 4UNz W W Q Q; z 1e LU LU Z O J REVISIONS DESIGNED OTHERS CHECKED ROM SCALE n'20, DATE 08/11/08 PROJECT 0wo SHEET NUMBER OF 13 General Construction Notes for Erosion and Sediment Control Storm Sewer Note: Plans REFER TO GRADING AND UTILITIES PLAN (SHEET 6) FOR STORM I . PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO PRECONSTRUCTION CONFERENCE, Oy \ \ SEWER SCHEDULE ONE WEEK PRIOR TO COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO FINAL INSPECTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 62502 -00 EROSION AND SEDIMENT CONTROL REGULATIONS. 3. ALL EROION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING_ 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL UP TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS SX (INCLUDING, BUT NOT LIMITED TO, OFFSITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMITAT kqNSpORrgrlp SUPPLEMENTARY EROSION AND SEDIMENT CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY F o, I 0-4 OFTR4 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING y \ K LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHEIVED. Yp w 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. UP 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF- PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE FFECTIVENESS GTB OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY L 10. ALL FILL MATERIAL TO BE TAKEN FROM APPROVED, DESIGNATED BORROW AREA. 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ON FREE OF ROOTS, STUMP, 00 RUBBISH, D OTHER DEBRIS.ONLY, TSS MPW DR HAN 1 SIEG MAINTENANCE BUILDING 2. BORROW ORWASTEAREASAR TOBERECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDIANCEo -+ P DD TS _, _ SECTION 5.1.28. r MU \ 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13 -301 OF THE CODE OF I ALBEMARLE. 14. BORROW, FILL, OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE i\ HOURS OF 7:OOAM TO 9:OOPM. 05900- 00- 00 -023BO UNIVERSITY OF VIRGINIA r D y \ 15. BORROW, FILL, OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL HEALTH SERVICES ry! \ ¢ SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSON, PHYSICAL DAMAGE, TO ADJACENT LAND AND i ZONE: L1 ` Q _ - -: _ =_ _ _ ..IMPROVEMENT DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDE SINKING R COLLAPSE. LOADING - _ y SPACES 0 __'_ °.. 16. TS AN STORMWATEER MANAGEMENT FACILITIESE APPLICABLE E REMOVESIEROSIONCONTROL R MEASURES PERMANENT REQUIRED BY 6 J MA S ERO O Q THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR PORTION OF THE PROPERTY. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE 75 LBS /ACRE, AND IN MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST OF A 50150 MIX OF ANNUAL RYEGRASS AND SEREAL 05900- 00- 00 -023CO WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RTYE, OR MAY THROUGH AUGUST TO CONSIST OFSIDEWALKLOADING0 ® l + I TYP) SPACES R ; . RECTOR &VISITORS OF THE GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBSI100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR.i UNIVERSITY OF VIRGINIA DC II ' ZONE: COMMERCIAL Y 1 / 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL FERTILIZERR SHALL BE PP E 1 D 0DTO1000LBSACREA INTOSCONSISTOFA - 20 NUTRI NT MIX. PERMANENT SO d SHALL BE APPLIED AT 1 AOLBSIACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. I STRAW MULCH IS TO BE PLIED AT 8OLBSI100SF ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 9 AL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE REMOVED WITHIN 30 DAYS OF FINAL RSITESTABILIZATION, WHEN MEASURES, A NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY11' _ : _ EROSION CONTROL INSPECTOR.a 20. THE MOVEMENT OF HEAVY EQUIPMENTS AND STORAGE OF ALL MATERIALS OUTSIDE THE LIMITS OF THE i ,: i ...:_ - -- ` _ _ -' 1 / f - ;, / . I ._..- ''• If ;.' CONSTRUCTION PROHIBITED.I NO PARKING F I / ti { 1 21. CONTRACTOR TO TAKE EXTRA MEASURES TO MINIMIZE NOISE ON SITE. TYP) \ t SR : •L Legend Y I CLEAR SPACE - 3 S v i CONSTRUCTION ENTRANCE TYP I U l ;; I, : „ E. & S. STD. & SPEC. NO. 3.02 0LIMIT T CE I ` _ _. R -' _ - - - _ - -- -- ' r Wl </ \ '• ;; I : . '" CONSTRUCTION ROAD STABILIZATION CE a E. & S. STD. & SPEC. NO. 3.05-3 oC X • • WIRE SUPPORTED SILT FENCE 1 - U SF E. & S. STD. & SPEC. NO. )( -CEO c, O _r 'll /. ' - X X XO m OO G ,U no SILT FENCE DROP INLET PROTECTION OO. 0_ - "C ° o oo •`• IP E. & S. STD. & SPEC. NO. 3.07-1o R O( _ TEMPORARY DIVERSION DIKE cO O DDUO ( ( O E. & S. STD. & SPEC. NO. 3.09 STAGING AREA / TEMPORARY RIGHT -OF -WAY DIVERSIONOcCJGCx o / / / E. & S. STD. & SPEC. NO. 3.11 TO x n l TEMPORARY SEDIMENT TRAP0 GO E. & S. STD. & SPEC. NO. 3.13 n , , L „ OUTLET PROTECTION E. & S. STD. &SPEC N0.3.18 Ln TOP SOILING S / BF 4 TO E. & S. STD. & SPEC. NO. 3.30 TEMPORARY SEEDING 1 STt TS O I / u O E. & S. STD. &SPEC. N0.3.31 y PERMANENT SEEDING VEPCO I S VAULT i PS EASEM T E. & S. STD. & SPEC. NO. 3.32 SIDEWALK S T ! ;; i 13 FH T a I O MULCHING OP "r y "„ I MU E. & S. STD. & SPEC. NO. 3.35 ARV LTACH BUILDING OSEECONTEXTMAP Op ON COSHAT zar i - lo_Irrr= z= -. - ° °" (:. ` kw-- gF BAFFLE f- FREE STANDING STONEWAL FREE STANDI FREE STANDING o STONE WALL, WM l PS MUFIRE T . SRO ECTIONI STONE WALL _. ; ' s - -- - -- - - I O E. & S. STD. &SPEC. N0.3.39 W DC DUST CONTROL W - I'V / i M W rI / » W op W ANEW- W °" w VV 12 'DIP SF // TS // S LIMIT OF DISTURBANCE pp • `U O S _' " // wN SEDIMENT TRAP DRAINAGE DIVIDE DA S S S 4 'em - S -,- S - f. - S - - -- . - S DO T S I . SA _ .. , / ° EASEMENT SF NOTE: PROPOERTY LINE IS TO BE CONSIDERED AS LIMIT OF DISTURBANCE WHEREVER LIMIT OF DISTURBANCE IS NOT SHOWN ON THE PLAN. IS0" li ", J , 4 , a . YgfY }!tl- e"t1ffh ActR g I < F i J rw'xmk5 }'y CltP4. uT y U .S. ROUTE 250 scale 1" - 20' contour interval 2' 0 20 40 80 J . reserve their common law copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the property of McKee Carson and Feld Sport Concepts. Ltd. These plans are or copied in any form or manner whatsoever, nor are any express permission and consent McKEECARSON LANDSCAPE ARCHITECTS CONSULTING ENGINEERS LAND PLANNERS 301 East High Street Charlottesville, VA 22902 p: 434. 979. 7522 f: 434. 977. 1 194 vnvw.mckeecorson.com 48' y CH pF `f cl BRAJESH K. TIWARI Lic. No.. 043868 04'll ° Nrs G REFERENCES: NORTH RIDGE SITE PLAN: TIMMONS GROUP CONSOLIDATED PLAT: THOMAS LINCOLN SURVEYORS Z Y Q U_ LL_ W rn U - 2 •- Z U Q Q a Z => im c Z N O 0 U Q = m C w c o Q i R U a V w Q W t- Q N1 Q w H Z 0 J CL J 0 I- 0 I- w D w V) 0 Z 0 0 w REVISIONS DESIGNED CHECKED BT RBM SCALE DATE 08 /11 /08 PROJECT 0810 SHEET NUMBER 0 OF 13 McKEECARSON LANDSCAPE ARCHITECTS CONSULTING ENGINEERS LAND PLANNERS 301 East High Street Charlottesville, VA 22902 p: 434. 979. 7522 f: 434. 977. 1194 www.mckeecarson.com 1 1 1 4 I l I LqIFIKiI I I 13 a y F k IN4 ,,p,LTH pF - U Y ESH K TIWARI Lie. No.. 043868 4 sjNAL _ REFERENCES: NORTH RIDGE SITE PLAN: TIMMONS GROUP CONSOLIDATED PLAT: THOMAS LINCOLN SURVEYORS 01 0ze;20 BUILDING USE PARKING REQUIRED BUILDING AREA PARAMETERS KIRTLEY OFFICE BUILDING OFFICE 12 3120 18 KIRTLEY WAREHOUSE WAREHOUSE 20 17382 8 KIRTLEY WAREHOUSE FIREHALL 10 5748 50 BEDS LTACH HOSPITAUNURSING HOME 13 LTACH IMAGING CENTER MEDICAL OFFICE 32 7925 NORTHRIDGE MEDICAL OFFICE 235 58770 16 SIEG MAINTENANCE WAREHOUSE 18 18610 1 BAY SIEG MAINTENANCE GARAGE 2 4000 22 EXISTING MOSER CLINIC MEDICAL OFFICE 36 3592 PARKING SPACES TOTAL 378 PARKING PROVIDED 412 W U z Q z W z i Z - 11 0 W N Q LL Q U . Q J J Q 4- C iZ D O O U z 0) W L DG Q U w Q oe w Ca z Vrw z Q J z O r z w z Q H O J REVISIONS DESIGNED SRK, NBB, EKR CHECKED RBM SCALE 1'L20' U.S.ROUTE 250 scale: 1" = 20'contour interval : 2' 0 20 40 80 and reserve then common law copyright and other property are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reprodt'uced, changed, or copied M 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 DATE PROJECT SHEET NUMBER 08/11 /0$ 0810 05 OF 13 TW 621 TW 618.0 BW 614.0 BW 613.95 R' B E Lry r f 0 \l tiF \ \ CO- Grading and Utilities Notes General Construction Notes LOADING TC 60 SPACES i, BC 60 HP oQOprq 608.9 SIDEWALK \ < LOADiN P) _ . SPACEB ¢ w TC 61 S05 - - 0 m 8TC 605.96 o rn BC 608.46 j mm 1 1 'K G -. orn 11 i/ 1 I II ,i 1 TC 604.5 P 1 f , KING BC 604 01NOPIAR I III ; ti CLEAN OUT T_ CLEAR SPACE -' ) s_ - -2' WIDE P.) I LIMIT(TYP)I , BIOFILTER WIL° I IL j ---I I TIC 603.4 BC saz: , l 5.0 6 r L CO ROOF DRAIN - 19.57 L.F. I r- 10 H P E@0. 66% RIPRAP D50= 3" i INV OUT = 601.471 ,X13.8 - - -- -- - - I I i 5.6 I RAIN GARDEN TC 603.4 VEPG"O ,, BC 602.9 SOAWCCESS - -- - - -- I 1 , ROOF DRAIN - - -- 2 H L F SEE CO EXT MAP BC 612.9-5 - Y -- - `- _ p0' HDPE 0:49% BC 28 }jIWVLTACHBUILDING1 - I 6 OP ON CO , F SHEET -- 7 - - - -- - - _ -_ -- - - WALL WRETAIN ING FREE STANDING STONE WALL FIRE FREE STANDING FREE STANDINGiWM J I OUT RO ECTI CAD STONE WALL TW 804.3 TW 603. dNV NV N I W 615.0 - - fir' - 4 :c R W - t3Vd 80t T - TW 617.0 612 I - -- -' - 804. W - - W v- !- uGaL1L - W' - .r rn .w- a. WbI.G. ; I"5 _ I TW 618.0TW617.0 TW 610.0 1 .fw TW 609.0 ' INV IN 601.701BW610.5 7p' 601.80TW612.5 BW 808.0 :-TIM 61 0 BW 603.5 INV OUT1BW812.2 / BW 607.9 TW 618. S SA S / ,. ' EASEMENT J PP 1 NV 592, U.S. ROUTE 250 0 reserve their 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 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING RIGHT -OF -WAY, INCLUDING CONNECTION TO AANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM VIRGINIA DEPARTMENT OF TTRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE Oy \ ' - O 1 •ALL SITE GRADING AND DRAINAGE CONTROLS SHOULD OCCUR WITHIN THE CONSTRUCTION 2. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. LIMITS INDICATED ON THE E&S PLAN. OyF ...:.....:'2.SWALES OR CHANNELS SHALL BE PLANTED WITH ANNUAL RYE GRASS GRADING OR OTHER CONSTRUCTION.r r 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM TO STABILIZE AND CONTROL SOIL EROSION; ASPHALT AND OTHER IMPERVIOUS MATERIALS ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER F,RE TO BE ACHIEVED. r ' i FOR SWALES OR CHANNELS WILL NOT BE PERMITTED. 5. PAVED, RIP -RAP ORSTABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OOF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTORS DESIGNEE, IT IS DEEMED NECESSARY IN ORCER TO STABILIZE A DRAINAGE CHANNEL. i _ _ 6 oyCC C 3,INSTALL ALL YARD INLETS IN ACCORDANCE WITH ALL MANUFACTURERS' RECOMMENDATIONS. 7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS III. 1 4.CONTRACTOR TO COORDINATE UTILITY LOCATIONS WITH ARCHITECT (i.e. CABLE, TV, GAS, ELECTRIC). UP 5.ALL UTILITIES MOUNTED ON BUILDING TO BE LOCATED AT MINIMUM HEIGHTS p ALLOWED BY SERVICE PROVIDERS. ALL MOUNTED UTILITIES SHALL BE PAINTED TO MATCH Cs, r BUILDINGS. CONTRACTOR TO COORDINATE PAINT COLOR WITH ARCHITECT AND PAINTER 4 PRIOR TO INSTALLATION. INC.6.ALL UTILITY PEDESTALS NOT MOUNTED TO THE BUILDING SHALL BE PAINTED TO MATCH ELECTRIC TRANSFORMERS. CONTRACTOR TO ENSURE REFLECTIVE ID MARKERS /CODING ARE NOT PAINTED. TC 6082 - CO 1 RLINEoFlIjgC 7.TRANSFORMER PADS TO BE SUPPLIED AND INSTALLED BY SERVICE PROVIDER. CLEAN OUT K INV OUT 604.50 yF 8.ALL ELECTRICAL CONDUIT SHALL BE PROVIDED BY SERVICE PROVIDER. SERVICE PROVIDER SHALL PROVIDE PULL WIRES TO CONTRACTOR. CONTRACTOR SHALL TURN UP AND CAP ALL CONDUITS. 9 GAS SERVICE TO BE INSTALLED BY SERVICE PROVIDER. GAS METERS SHALL NOT BE CHI LOCATED DIRECTLY UNDER ANY WINDOWS (IF ANY). apslXTBOX oyE 10.CONTRACTOR TO COORDINATE UTILITIES WITH LANDSCAPE AND LIGHTING PLAN PRIOR 0 -TO INSTALLATION. 11.WATER METER TO BE SIZED BY ALBEMARLE COUNTY SERVICE AUTHORITY. APPROX. LOCATION - - - o c SIEG MAINTENANCE BUILDING J PRQE OPANE TANK - - CO- Grading and Utilities Notes General Construction Notes LOADING TC 60 SPACES i, BC 60 HP oQOprq 608.9 SIDEWALK \ < LOADiN P) _ . SPACEB ¢ w TC 61 S05 - - 0 m 8TC 605.96 o rn BC 608.46 j mm 1 1 'K G -. orn 11 i/ 1 I II ,i 1 TC 604.5 P 1 f , KING BC 604 01NOPIAR I III ; ti CLEAN OUT T_ CLEAR SPACE -' ) s_ - -2' WIDE P.) I LIMIT(TYP)I , BIOFILTER WIL° I IL j ---I I TIC 603.4 BC saz: , l 5.0 6 r L CO ROOF DRAIN - 19.57 L.F. I r- 10 H P E@0. 66% RIPRAP D50= 3" i INV OUT = 601.471 ,X13.8 - - -- -- - - I I i 5.6 I RAIN GARDEN TC 603.4 VEPG"O ,, BC 602.9 SOAWCCESS - -- - - -- I 1 , ROOF DRAIN - - -- 2 H L F SEE CO EXT MAP BC 612.9-5 - Y -- - `- _ p0' HDPE 0:49% BC 28 }jIWVLTACHBUILDING1 - I 6 OP ON CO , F SHEET -- 7 - - - -- - - _ -_ -- - - WALL WRETAIN ING FREE STANDING STONE WALL FIRE FREE STANDING FREE STANDINGiWM J I OUT RO ECTI CAD STONE WALL TW 804.3 TW 603. dNV NV N I W 615.0 - - fir' - 4 :c R W - t3Vd 80t T - TW 617.0 612 I - -- -' - 804. W - - W v- !- uGaL1L - W' - .r rn .w- a. WbI.G. ; I"5 _ I TW 618.0TW617.0 TW 610.0 1 .fw TW 609.0 ' INV IN 601.701BW610.5 7p' 601.80TW612.5 BW 808.0 :-TIM 61 0 BW 603.5 INV OUT1BW812.2 / BW 607.9 TW 618. S SA S / ,. ' EASEMENT J PP 1 NV 592, U.S. ROUTE 250 0 reserve their 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 15" YARD INLET TOP 603.00 1, 8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS INV OUT = 598 00 FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). EX -1 TOP 60U 50 1 - a INV IN - 592.00 j [NY, U = 591.80 FH l Y 11 N ' TW 604.3; BW 598.0; ; TW- 604:3- -- NV WEIR TW 603.3 n S -Trr -/ »® 2X. CW N 2 INV OUT = 594 BROWN RIPRAP TO MATCH FILL WALL) 50 = 6" T CURB CUT or copied in any form or manner whatsoever, nor are the Construction Notes for Stormwater Management Plans 1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS. 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES. 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR. Stormwater Sewer Schedule STRUCTURE STRUCTURE INVERT INVERT ID TYPE TOP ELEV IN OUT PIPE DESCRIPTION CO -1 STANDARD CLEAN OUT 606.00 DPE IS 0,50% CO -2 STANDARD CLEAN OUT 610.55 603 603 153.32 L.F. 10" HDPE 0.50% STANDARD CLEAN OUT 602.95 253.26 L.F. 10" HDPE AD 0.49% STANDARD CLEANOUT 603.50 601.70 601.60 19.57 L.F. 10" HDP @ 0.66% OUTLET TO RAIN GARDEN 601.47 YD 15" YARD INLET 603.00 598.00 84.23 L.F. 15' HDPE @ 7.12% EX -1 EXISTING DI -3B 600.50 McKEECARSON LANDSCAPE ARCHITECTS CONSULTING ENGINEERS LAND PLANNERS 301 East High Street Charlottesville, VA 22902 p: 434 . 979 . 7522 f: 434. 977. 1 194 www.mckeecarson.com LTN OF` I Z BRAT K. TIWARI Lic. No, 043868 4.. ECG REFERENCES: NORTH RIDGE SITE PLAN: TIMMONS GROUP CONSOLIDATED PLAT: THOMAS LINCOLN SURVEYORS z LU U Z Q W Z W H a LL J_ a U Q H J Q F- c V O O U O) w a a Q U Q) w Q Q Q W z O z J a_ LL E- J F_ 0 REVISIONS DESIGNED BKT, NBB, EKR CHECKED RBM SCALE DATE 08/11/08 scale : 1" = 20' contour interval : 2' PROJECT 0810 0 20 40 80 SHEET NUMBER 06 express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. OF 13 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING RIGHT -OF -WAY, INCLUDING CONNECTION TO A ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM VIRGINIA DEPARTMENT OF T TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE RREQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENT OOF THE PERMIT SHALL GOVERN. I_ r 22. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. r 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, r G GRADING OR OTHER CONSTRUCTION.r r 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM y • A ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER F,RE TO BE ACHIEVED. r ' ii 55. PAVED, RIP -RAP ORSTABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OOF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTORS DESIGNEE, IT IS DEEMED NECESSARY IN ORCER TO STABILIZE A DRAINAGE CHANNEL. i _ _ 66. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CCONTROL DEVICES 7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS III. 1 TOP 603.00 1, 8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS INV OUT = 598 00 FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). EX -1 TOP 60U 50 1 - a INV IN - 592.00 j [NY, U = 591.80 FH l Y 11 N ' TW 604.3; BW 598.0; ; TW- 604:3- -- NV WEIR TW 603.3 n S -Trr -/ »® 2X. CW N 2 INV OUT = 594 BROWN RIPRAP TO MATCH FILL WALL) 50 = 6" T CURB CUT or copied in any form or manner whatsoever, nor are the Construction Notes for Stormwater Management Plans 1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS. 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES. 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR. Stormwater Sewer Schedule STRUCTURE STRUCTURE INVERT INVERT ID TYPE TOP ELEV IN OUT PIPE DESCRIPTION CO -1 STANDARD CLEAN OUT 606.00 DPE IS 0,50% CO -2 STANDARD CLEAN OUT 610.55 603 603 153.32 L.F. 10" HDPE 0.50% STANDARD CLEAN OUT 602.95 253.26 L.F. 10" HDPE AD 0.49% STANDARD CLEANOUT 603.50 601.70 601.60 19.57 L.F. 10" HDP @ 0.66% OUTLET TO RAIN GARDEN 601.47 YD 15" YARD INLET 603.00 598.00 84.23 L.F. 15' HDPE @ 7.12% EX -1 EXISTING DI -3B 600.50 McKEECARSON LANDSCAPE ARCHITECTS CONSULTING ENGINEERS LAND PLANNERS 301 East High Street Charlottesville, VA 22902 p: 434 . 979 . 7522 f: 434. 977. 1 194 www.mckeecarson.com LTN OF` I Z BRAT K. TIWARI Lic. No, 043868 4.. ECG REFERENCES: NORTH RIDGE SITE PLAN: TIMMONS GROUP CONSOLIDATED PLAT: THOMAS LINCOLN SURVEYORS z LU U Z Q W Z W H a LL J_ a U Q H J Q F- c V O O U O) w a a Q U Q) w Q Q Q W z O z J a_ LL E- J F_ 0 REVISIONS DESIGNED BKT, NBB, EKR CHECKED RBM SCALE DATE 08/11/08 scale : 1" = 20' contour interval : 2' PROJECT 0810 0 20 40 80 SHEET NUMBER 06 express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. OF 13 T CURB CUT or copied in any form or manner whatsoever, nor are the Construction Notes for Stormwater Management Plans 1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS. 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES. 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR. Stormwater Sewer Schedule STRUCTURE STRUCTURE INVERT INVERT ID TYPE TOP ELEV IN OUT PIPE DESCRIPTION CO -1 STANDARD CLEAN OUT 606.00 DPE IS 0,50% CO -2 STANDARD CLEAN OUT 610.55 603 603 153.32 L.F. 10" HDPE 0.50% STANDARD CLEAN OUT 602.95 253.26 L.F. 10" HDPE AD 0.49% STANDARD CLEANOUT 603.50 601.70 601.60 19.57 L.F. 10" HDP @ 0.66% OUTLET TO RAIN GARDEN 601.47 YD 15" YARD INLET 603.00 598.00 84.23 L.F. 15' HDPE @ 7.12% EX -1 EXISTING DI -3B 600.50 McKEECARSON LANDSCAPE ARCHITECTS CONSULTING ENGINEERS LAND PLANNERS 301 East High Street Charlottesville, VA 22902 p: 434 . 979 . 7522 f: 434. 977. 1 194 www.mckeecarson.com LTN OF` I Z BRAT K. TIWARI Lic. No, 043868 4.. ECG REFERENCES: NORTH RIDGE SITE PLAN: TIMMONS GROUP CONSOLIDATED PLAT: THOMAS LINCOLN SURVEYORS z LU U Z Q W Z W H a LL J_ a U Q H J Q F- c V O O U O) w a a Q U Q) w Q Q Q W z O z J a_ LL E- J F_ 0 REVISIONS DESIGNED BKT, NBB, EKR CHECKED RBM SCALE DATE 08/11/08 scale : 1" = 20' contour interval : 2' PROJECT 0810 0 20 40 80 SHEET NUMBER 06 express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. OF 13 McKEECARSON LANDSCAPE ARCHITECTS CONSULTING ENGINEERS LAND PLANNERS 301 East High Street Charlottesville, VA 22902 p: 434 . 979 . 7522 f: 434. 977. 1 194 www.mckeecarson.com LTN OF` I Z BRAT K. TIWARI Lic. No, 043868 4.. ECG REFERENCES: NORTH RIDGE SITE PLAN: TIMMONS GROUP CONSOLIDATED PLAT: THOMAS LINCOLN SURVEYORS z LU U Z Q W Z W H a LL J_ a U Q H J Q F- c V O O U O) w a a Q U Q) w Q Q Q W z O z J a_ LL E- J F_ 0 REVISIONS DESIGNED BKT, NBB, EKR CHECKED RBM SCALE DATE 08/11/08 scale : 1" = 20' contour interval : 2' PROJECT 0810 0 20 40 80 SHEET NUMBER 06 express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. OF 13 oS • X16 = b ' Oµ 0• z •y.r yi,SG o = I Z, I zy ti(e'CPGtt_ o o5x43t5b •2yX43,56, IZr63.Ll Landscape Calculations REQUIRED PROVIDEDTREECANOPYCALCULATION I TOTAL SITE AREA 2.90 AC r \ TREE CANOPY REQIUIRED (INDUSTRIAL USE= 10% OF SITE) 0.29 AC 0.40 AC k ,- `I `, I . TOTAL PARKING AND CIRCULATION AREA 0.96 AC 5% OF TOTAL PARKIING AND CIRCULATION AREA 0.05 AC 0.17AC_17j9D5-•2- GENERAL LANDSCAPE CALCULATIONS _ STREET TREES RE(QUIRED(350750') 17) 10 1 SCREENING TREES! REQUIRED N f PARKING LOT TREES REQUIRED (89/10) 9 18 V NOTES VALUES FOR THE AREA OF CANOPY PROVIDED WERE GENERATED FROM THE ALBEMARLE TREE CANOPY CALCULATION CHART OR, IN THE /ABENCE OF TREE-SPECIFIC DATA, THE BEST PROFESSIONAL JUDGEMENT OF A LANDSCAPE ARCHITECT 5ni ` LORD /NG DOCK 1 AND RAMP i 1I 7 Ii I ' I W i 1 I It I I i. I+ , 1 j II II fir:I c —P I I I• I I i j'i i t I k I I IiI ) I I ft I I IC I I I I ii i ll •NOTE: I I i REFER TO LTACH/NORTHRID6E SITE DEVELOPMENT PLAN ' DATED AUGUST 11 SUBMITTED UNDER SEPERATE COVER BY TIMMONS GROUP i I APPROXIMATE LOCATIONT "ORPROPANE TANK Landscape Plan Notes 1. ALL PLANTS HAVING A QUANTITY GREATER THAN ONE -(1) SHALL BE MATCHED AND SUPPLIED FROM THE SAME SOURCE (PER SPECIES). CONTACT OWNER AND LANDSCAPE ARCHITECT AT THE TIME OF PLANT MATERIAL DELIVERY, BEFORE ANY SUBSTITUTIONS OR CHANGES, IF SCHEDULED TYPES ARE UNAVAILABLE, AND FOLLOWING INSTALLATION. 2. ALL PLANT SUBSTITUTIONS SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO PLACEMENT OF ORDERS. CONTRACTOR SHALL SUBMIT THESE SUBSTITUTIONS IN WRITING. 3. OWNER AND LANDSCAPE ARCHITECT SHALL INSPECT AND APPROVE ALL PLANT MATERIAL AT TIME OF DELIVERY AS WELL AS AFTER INITIAL PLACEMENT PRIOR TO PLANTING. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT 48 -HOURS PRIOR TO DELIVERY. 4. MULCH TO BE DOUBLE SHREDDED HARDWOOD, CLEAN AND FREE FROM PEST AND DISEASES. MULCH SHALL BE APPLIED TO A 2 -INCH DEPTH. MULCH RINGS 24- INCHES MIN. IN DIAMETER ARE TO BE PLACED AROUND ALL TREES NOT LOCATED IN PLANTING BEDS. 5. STABILIZATION MAT MAY BE APPLIED TO ALL SLOPES EXCEEDING 3:1 (TO BE DETERMINED BY LAAND ENGINEER). TREE PLANTING AND MEADOW MIX SPREADING SHALL BE PERFORMED IN A MANNER THAT DOES NOT COMPROMISE THE INTEGRITY OF THE SLOPE OR MAT (IF USED). SLOPE PROTECTION MATTING SHALL BE AN APPROPRIATE NORTH AMERICAN GREEN PRODUCT. CONSULT LAAND ENGINEER PRIOR TO ORDERING FOR TYPE AND QUANTITY. 6. CONTRACTOR TO VERIFY QUANTITIES AND REPORT ANY DISCREPANCIES TO THE LANDSCAPE ARCHITECT. ALL PLANT SUBSTITUTIONS SHALL BE APPROVED BY THE OWNER AND LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 7. PLANTING IS SUBJECT TO CHANGE AS PER CLIENT REQUEST. 8. PLANTING WILL MEET MINIMUM COUNTY REQUIREMENTS. Legend DECIDUOUS CANOPY TREES (TYP.) x ! DECIDUOUS UNDERSTORY TREES (TYP.) EVERGREEN TREES (TYR) IB ' I I DECIDUOUS SHRUBS (TYP.) I, EVERGREEN SHRUBS (TYP.) Master Plant List s, CODEjSCIENTIFICNAME COMh 1. -` - -•.-i - - - - --DECID000SCANOPYTREES R Acer rubrum Red M A Fraxm nusamecana'Autumn Purple' erh IV . S _ Nyssa syiv_ahca _ IBlackc A 1 Platanus acerlfolia'Bloodg »Im' jLando M" „. • A2 _aPlatanus ecerlfolla'Bioodgood' - tondo GROUNDCOVER- BIO- RETENTION I 1 GROUNDCOVER- I GENERAL E / I GROUNDCOVER- PERENNIAL SEED MIX SOD NAME 5 AA CC HV 1 PA2 Downy San Eastern Re Witchhazel arneY Virglma Sweetspire 1 Iwk Mohawk Viburnum J-5 Kore a nspice_Vii b u rn u m_i8 Arrowwood _Vibumum 10JuddViburnum mer Sn_owfleke' Summer Snowflake Vlb R H BI I Sldke' - - S henandoah'_ S Ilum N r_ p — — U.S. ROUTE 25 and reserve their common law copyright and other and plans are C=J are VVVKK tY MUML 1 tK SOIL MIX INTO TOP LAYER OF RIPRAP PRIOR TO PLANTING REFER TO BIOFILTER DETAIL FOR SOIL SPECIFICATION or copied in any form or manner wnarsoever. nor are Z4 ht. /3 g.uon[ 24" ht l3 g. Cont Red Chokeberry _ 1 Sweet Pepperbush 7 24" htd3 g- Cont Buttonbush 7Redtwig Dogwood $ 24" ht-/3 ContellowtwigDogwood7 tEuropean Hornbeam 13 Fothergilla 410.lYYa akleaf Hydrangea 6 link Berry r,47arneYVirglmaSweetspire1 Iwk Mohawk Viburnum J-5 Kore a nspice_Vii b u rn u m_i8 Arrowwood _Vibumum 10JuddViburnum mer Sn_owfleke' Summer Snowflake Vlb R H BI I Sldke' - - S henandoah'_ S Ilum N r_ p — — U.S. ROUTE 25 and reserve their common law copyright and other and plans are C=J are VVVKK tY MUML 1 tK SOIL MIX INTO TOP LAYER OF RIPRAP PRIOR TO PLANTING REFER TO BIOFILTER DETAIL FOR SOIL SPECIFICATION or copied in any form or manner wnarsoever. nor are Z4 ht. /3 g.uon[ 24" ht l3 g. Cont Id V _V. 24" htd3 g- Cont 4' O.C. 24" ht-/3 Cont 4 0_Cg. 24' Int. Int. B.R tti" O .C 24" ht /3 g_lCont 3' C24" hL 13 9 ICont 0_ IV O.C. orsetall 2" lugs24 D.C.ue Flag _ __ J 1 -Q 2' plugs 24 QC, oft Rush Sedge_,_ _- 11B9 2'— _pugs 24' O.C. witchgress____ _ 14 2gal__ Cont. 24" O.CC. Northem Seaoats _ —. ._ McKEECARSON LANDSCAPE ARCHITECTS CONSULTING ENGINEERS LAND PLANNERS 301 East High Street Charlottesville. VA 22902 p: 434 . 979 . 7522 t: 434 . 977 . 1 194 www.mckeecarson.com pLTH Op p r cS 9 r) EUGENE K. RYANG 1- O CERTIFICATE No. 1194 ,w zL9NDSC PY A4 REFERENCES NORTH RIDGE SITE PLAN: TIMMONS GROUP CONSOLIDATED PLAT: THOMAS LINCOLN SURVEYORS z Y Q a- U_ LL LU '— V —a Z U Q Q t— J > LU J Z 0 o p U Q = N C W L C a Q E n U o w -0 W Q N U LU z O z Q CL w CL U N 0 Q REVISIONS w — — ' ROUNDCOVER- GENERAL M __Lirio_e muaced BIg - Blue _.__ _ __ Blue Lily -turf __4610 2i__ — _ _ pots 10 O.C.MB__ I Vlnos minor'Bowles' __. Periwinkle - _ - 3150,2- spots _ O.C1_ PERENNIAL SEED MIX _ QUANTITY_ - i MIX 1 I Ernst Seed Virginia Gentlemen's Mlx ERNMX 174 __uIIX 2 Emst Seed. Retention Basin_Mx ERNMX_126 _ —_ ,_ 235 S.F_314 # - Per 1 S F i I SOD _ --- - _ - -_ QUANTITY Tur Type Tall Fescue Approximah!y j; - Square eat DESIGNED BM, ER LAWN SEED MIX _— _. QUANTITY CHECKED RBMTCertlfledTurfTypeTallFescueBlendr_„ . -_ _ Approximately 2,400 K._ @ 6 #'s /1,000 S_ _ SCALE 1 " =20' DATE 08/11/08 scale : 1" = 20' contour interval 2' PROJECT 0810 0 20 40 80 SHEET NUMBER 07 o be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. OF 13 McKEECARSON LANDSCAPE ARCHITECTS CONSULTING ENGINEERS LAND PLANNERS 301 East High Street Charlottesville. VA 22902 p: 434 . 979 . 7522 t: 434 . 977 . 1 194 www.mckeecarson.com pLTH Op p r cS 9 r) EUGENE K. RYANG 1- O CERTIFICATE No. 1194 ,w zL9NDSC PY A4 REFERENCES NORTH RIDGE SITE PLAN: TIMMONS GROUP CONSOLIDATED PLAT: THOMAS LINCOLN SURVEYORS z Y Q a- U_ LL LU '— V —a Z U Q Q t— J > LU J Z 0 o p U Q = N C W L C a Q E n U o w -0 W Q N U LU z O z Q CL w CL U N 0 Q REVISIONS w — — ' ROUNDCOVER- GENERAL M __Lirio_e muaced BIg - Blue _.__ _ __ Blue Lily -turf __4610 2i__ — _ _ pots 10 O.C.MB__ I Vlnos minor'Bowles' __. Periwinkle - _ - 3150,2- spots _ O.C1_ PERENNIAL SEED MIX _ QUANTITY_ - i MIX 1 I Ernst Seed Virginia Gentlemen's Mlx ERNMX 174 __uIIX 2 Emst Seed. Retention Basin_Mx ERNMX_126 _ —_ ,_ 235 S.F_314 # - Per 1 S F i I SOD _ --- - _ - -_ QUANTITY Tur Type Tall Fescue Approximah!y j; - Square eat DESIGNED BM, ER LAWN SEED MIX _— _. QUANTITY CHECKED RBMTCertlfledTurfTypeTallFescueBlendr_„ . -_ _ Approximately 2,400 K._ @ 6 #'s /1,000 S_ _ SCALE 1 " =20' DATE 08/11/08 scale : 1" = 20' contour interval 2' PROJECT 0810 0 20 40 80 SHEET NUMBER 07 o be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. OF 13 z Q CL w CL U N 0 Q REVISIONS w — — ' ROUNDCOVER- GENERAL M __Lirio_e muaced BIg - Blue _.__ _ __ Blue Lily -turf __4610 2i__ — _ _ pots 10 O.C.MB__ I Vlnos minor'Bowles' __. Periwinkle - _ - 3150,2- spots _ O.C1_ PERENNIAL SEED MIX _ QUANTITY_ - i MIX 1 I Ernst Seed Virginia Gentlemen's Mlx ERNMX 174 __uIIX 2 Emst Seed. Retention Basin_Mx ERNMX_126 _ —_ ,_ 235 S.F_314 # - Per 1 S F i I SOD _ --- - _ - -_ QUANTITY Tur Type Tall Fescue Approximah!y j; - Square eat DESIGNED BM, ER LAWN SEED MIX _— _. QUANTITY CHECKED RBMTCertlfledTurfTypeTallFescueBlendr_„ . -_ _ Approximately 2,400 K._ @ 6 #'s /1,000 S_ _ SCALE 1 " =20' DATE 08/11/08 scale : 1" = 20' contour interval 2' PROJECT 0810 0 20 40 80 SHEET NUMBER 07 o be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. OF 13 4 I I I tM1 b.1 b-2 i 0 b.3 b.6 p.11nsn -- ------IR /' yG ' 811 /4Q 1 b.1 b.8 8 .1 X Luminaire Schedule SYMBOL LABEL QTY CATALOG NO.DESCRIPTION LAMP FILE LUMENS LLF WATTS 0.3 fc 0.0 fc NIA KAD 400M SR3 AREA LIGHT WITH HIGH ONE 400 -WATT CLEAR 4.4 fc 15.8 fc 0.3 fc 14.7:1 OD 2 3 MOUNTED ON 20'PERFORMANCE SR3 ED -28 METAL HALIDE,M19476.ies 2.3:1 1.00 924 1 1.7 fc 3.5 fe 0.3 fc SSS POLE FINISH OPTICS, CLEAR FLAT HORIZONTAL POSITION. p 2.7 fc 15.8 fc 0.1 fc 158.0:1 27.0:1 20.0 SHERWIN GLASS. WILLIAMS ROOKWOOD SHUTTER GREEN ELA DARK SKIES DARK SKYS LANTERN 100MH HORIZONTAL OA-1 10 FULL CUTOFF DK REFLECTOR IN HAT POSITION TEXTURED DSWO-5-000 1.00 130 L4554 -HOR5-LENS 250MH.IES I00MHIMOUNTED ON ELA P3059-12 CAST ALUMINUM POLE WIUVA SEAL - ROOKWOOD SHUTTER GREEN FINISH KAD 400M R3 HS DIECAST CUTOFF ONE 400 -WATT CLEAR OF-1 2 /MOUNTED ON 20 LUMINAIRE WIR3 REFL.BT-37 METAL HALIDE,LTL8675.IES 37 1.00 462 J SSS POLE FINISH AND HOUSE SIDE HORIZONTAL POSITION. TO BE SHERWIN SHIELD WILLIAMS ROOKWOOD SHUTTER GREEN 1. ALL FIXTURES ARE IES I IDA DARK SKIES APPROVED. ALL FIXTURES HAVE HORIZONTAL LAMPS WITH FLAT GLASS. 2. ALL CALCULATIONS ARE AT GRADE. 3. ALL CALCULATIONS ARE INITIAL USING A LLF OF 1.00 Luminaire Statistics y R (I I1 b.1 1 ` 1 ! 1.6 b.3 y 0 - 3 2I r --- I I I / 3.2 . . .. ....... . _. lat OA -1 -2 b.3 b.5 I I { - 2.6 1 4 b.7 5.3 18.3 A r J I ; 1/ 4 1.9 2.1 2.0 OF -1 -8 2.0 4.4 t " 1 " 3.1 10.6 10.4 9.5 - l 5:0 '13.3 b.5 - 8 6 O-2 -5 f b.5 13.3 \_ i 10.0 1 I 2.6 4.7 15.1 / 11 13 1.7 b.6 b.1 1 •; : ,/ 11 I - - -- '1.4 it ; 3 „ 7 3.1 2.8 2 - 2+ 3.0 ' 1.7 b, b.3 p.1 ; n IlB5.5 ; a 3.0 __ y i 25 7 5LEI '2.5 PLANTER j A 2.D 2.9 - - - 2 -7II , i u 6L3 1 _ j. !_.....q.LgSONRY'WA(L 0 b. _ __ - - - -- -__ -- b0 --- - _' 4.8 1 5.5 - - - -- - - - - -- -- _ - -- -- - - -- - -. _._ - -._ 2.31.9 b.7 3I7_ f QED -2 -6 3.5 2.9 114 1, 2.6 1.8 I OA-1 6.3 '15.8 12.7 7.7 " I '1.5 .3 '. f I I 3. '1.9 2.2 4 ' 1.4 '1.1 b.7 °1.0 1 . 1 10 ° I I 3.0 2.6 I I 2.4 3 b.5 2.0 - 12 1.1 b.4 b.7 2.3 // b.e - V ; 11 V H 1 0A -1 A 5 17 3.4 3.2 I 1.3 b.6 1.3 3.5 .{1,7 .7 °1 .9 b.3 2 b.9 b.9 '0.5 10.5 b49 10.2 - - - - - - -- - b 5 b.e 77 b.2 / 1 1 b b.9 b.7 I 1 y b.3 30' b.9 4 , 3 jb,4 b.z b.4 I31.4 b.2 1 10A 101 _. w _ I p reserve their common ore the property are or copied in any form or manner whatsoever, nor are they to any DESCRIPTION SYMBOL AVG MAX MIN MAX/MIN AVGIMIN LATACH PROPERTY LINE 0.1 fc 0.3 fc 0.0 fc NIA N/A PARKING LOT ONLY x 4.4 fc 15.8 fc 0.3 fc 52.7:1 14.7:1 SIDEWALK 5'X 1.4 fc 2.8 fc 0.6 fo 4.7:1 2.3:1 SIDEWALK 8'X 1.7 fc 3.5 fe 0.3 fc 11.7:1 5.7:1 UVA LATACH p 2.7 fc 15.8 fc 0.1 fc 158.0:1 27.0:1 Luminaire Locations NO.LABEL MH ORIENTATION TILT 1 OA-1 13.5 0.0 0.0 2 OA-1 13.5 261.2 0.0 3 OA-1 13.5 58.7 0.0 4 OA-1 13.5 62.3 0.0 5 OD -2 20.0 180.0 0.0 6 OD-2 20.0 2.0 0.0 7 OD-2 20.0 1.4 0.0 8 OF -1 20.0 67.4 0.0 NO.LABEL MH ORIENTATION TILT 9 OF -1 20.0 124.7 0.0 10 OA -1 13.5 81.3 0.0 11 OA -1 13.5 86.3 0.0 12 OA -1 13.5 84.5 0.0 13 OA -1 13.5 215.2 0.0 14 OA -1 13.5 60.1 0.0 15 OA -1 13.5 102.9 0.0 scale : 1" = 20' contour interval : 2' 0 20 40 80 express or McKEECARSON LANDSCAPE ARCHITECTS CONSULTING ENGINEERS LAND PLANNERS 301 East High Street Charlottesville, VA 229021 P: 434. 979. 7522 1 f: 434. 977. 1 194 www.mckeecarson.com REFERENCES: NORTH RIDGE SITE PLAN: TIMMONS GROUP CONSOLIDATED PLAT: THOMAS LINCOLN SURVEYORS Z Y a- LL- LL W l N V -p Z U aF- °' Z J' IMEN F -C ZEL O 0 U Q = 0) C w c p Q E n U V w Q W Q H Q W Z O Z J Q- Z REVISIONS DESIGNED CHECKED SRK, NBB, EKR RBM SCALE DATE PROJECT SHEET NUMBER 1 " =20' 08/11/08 0810 0 OF 13 i DRAINAGE SWALE McKEECARSON DIRECTS FLOW 1. SET POSTS AND EXCAVATE A 4 "X4" 2. STAPLE WIRE FENCING TO THE POSTS.SEDIMENT 2 X 4" WOOD FRAME TRENCH UPSLOPE ALONG THE LINE LANDSCAPE ARCHITECTS BASIN WITH GRATE OF POSTS. CONSULTING ENGINEERSSTON3" BM-2 ASPHALTCONSTRUCTION7TOPCOURSE + , j w 10' MAX. I LAND PLANNERS ACCESS - FRAME 2% EXISTING 1.5' Ml1X 301 East High Street Charlottesville, VA 22902PAVEMENT p:r ; f, , , c ,g mac. 6" 21A AGGREGATE ! j _ . - , : A , 434. 979. 7322 f: 434 . 977 . 1194 1 l' _.. .-• ,P. - www.mckeecars S t y 6 MIN ul FILTER 3 Idl CLOTH LIMITS OF FENCE SECTION AA EX. CURB OR GATHER EXCESS .' •---' _.. -._ ' 1 + . - r .4,_'-+Ix'' f ,.- _f r ... . _, • • y ' 1 • ! ; • DETERMINED BY EDGE OF -I I ,, : ri .../ _. } PROJECT LANDSCAPE PAVEMENT J AT CORNERS' _:. i;= t ! ' ARCHITECT OR 70' MIN. ASPHALT PAVED ' - `' T } ' ENGINEER I I WASHRACK FI'LOW T =- ! {Ir :?;I _ „ r p,L'tHOF B -' : t ' ¢ ” t , ! i t i i SNOW FENCE I rPERSPECTIVEVIEWS ..._....._, )NIP MUST EXTEND * STAKE 4" FULL WIDTH c4 r ESH K. TIWARI INGRESS AND F 3. ATTACH THE FILTER FABRIC TO THE 4. BACKFILL AND COMPACT THE Lc. No.. 043868 EGRESS FABRIC WMRE FENCE AND EXTEND IT INTO THE EXCAVATED SOIL. oOPERATIONTRENCH. x r EXISTINGh, n PAVEMENT , _ ZONAL POSITIVE DRAINAGE ')!i } i, ___.. ' •_,• G' - -. :'_ . r BOARD FENCE TO SEDIMENT j , I ` 1' MIN. STON TRAPPING DEVICE ai !il ' ' r• !,I {! (} CONSTRUCTION CORD FENCE REFERENCES: i , _ t, F ' -- i7 I. ° ^ _. , ' 1 " — ' w ......_ trg'y(+ ;> >` ;r:., NORTH RIDGE SITE PLAN: ACCESS PLASTIC FENCE TIMMONS GROUP CORRECT METHODS OF TREE FENCING CONSOLIDATED PLAT:PLAN VIEW ,'" ,. ` _ err 'I.r' l p . b y ' ELEVATION OF STAKE AND - ;{ -THOMAS LINCOLN SURVEYORS POSITIVE DRAINAGE FABRIC ORIENTATION - '" "DETAIL A c. is si12MINTOSEDIMENT "' ; ' - rr; '` I ' FLOW 2% TRAPPING DEVICE ' wr SPECIFIC APPLICATION EXTENSION OF FABRIC AND WIRE INTO THE TRENCH.r, i. %off ;:.'`% r., \i/ ,r` \.r / ' /-{' .;. ; <.. ,. ;• %h: ,` / 7., /+ tTHISMETHODOFINLETPROTECTIONISAPPLICABLEWHERETHE FILTER INLET DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER ill FILTER FABRIC CLOTH THAN 5%) MERE THE INLET SHEET OR OVERLAND FLOWS (NOT EXCEEDING 1 C.F.S.) ARE TYPICAL THE METHOD SHALL NOT % t1( tr'I;.'; WIRE APPLY TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH AS -__ - -_ t , ,..... }} jl ;. ' 11' '' 5AFYU/rL'`C' l ' 1r 9E1 t, ,.,t• ,s (':IN STREET OR HIGHWAY MEDIANS.NOTE: '; ; ,j l:' A MINIMUM WATER TAP OF 2” IS REQUIRED WITH A MINIMUM WASH HOSE DIA. OF 1.6". • ,, f,_._.___...,_,..... , _ .`. Ji) },::;,. r, .,SOURCE: N.C. EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN_ , ` !. ' • ' +' • t — MANUAL, 1988 I. ili a' ' , r r,r.. ,,s 5G TRIANGULAR BOARD FENCE CORRECT TRUNK ARMORING W Q t/1 C PAVED CONSTRUCTION ENTRANCE XD-001 SILT FENCE DROP INLET PROTECTION >.3 cC SILT FENCE TH WIRE SUPPORT xo.aoZ TREE PROTECTION AND PRESERVATION FENCING , J CE PLAN AND SECTION N.T.S. IP DETAIL N.T.S. Jr DETAIL N.T.S. TP DETAIL N.T.S. Q D L = TOTAL DISTANCE FROM Q w INFLOW p/2 THE POINT OF INFLOW A A W 1010 AROUND THE BAFFLE TO THE RISER. A' % V p oeNORMALPOOL COMPACTED SOIL VDQOT #1 o Q COpARSE AGGREGATE - a. - c•- _ " PIPE OUTLET TO FLAT D/2 RISER EROSION CONTROL FABRIC PLAN VIEW d o AREA WITH NO DEFINED 18 "MIN .' VDOTSTD. ECG , k • ,_ Z .;. , CHANNEL > O C !r 1?"i f ,. r , a, y U r`.Fi .F"t -a:t .r •+Pr$,lr.r it a.,r><; FLOW y, _ '" r '^ t Y, t r•:";• tl 1 r-- . S. ,s ^-• r+ a NORMALPOOL D >1 f, j; i ,,r,.,. i,'' "t t [iY i ; - X1;1; s?i rt Fitt, ,t. Qii. _...:. } jf [' ' ice• = t, ....„l ,, +' + ,tt} 1 I—ili. I{ I, , ...::.:.: I,{ I,'r_...._ I ,,i Il I '1 i1t- -• t ,, - ..iL _3r, r — y 1 l11. I _,• i.. ':____.I, . I, -, I 1 i ,IN ,. 1Jt Zi I I.I , , 1 ,It it }, ; , i, I tilt f' ,, I r::: -_: l 1. _ ,S.• •-lt ll -F ( t , i _i X411 tit)} 1 :: ''11 —TSER ,!; __ = it E: i;,, 1 , F 'l'1 11:Lu 4.5' MIN. i,.,.;._.a! -:. i _ a 0 _ DiZriv_ SECTION A-A 0% = O L BAFFLE .,....N MY ORARY DIVERSION DIKE TYPICAL GRAVEL STRUCTURE FILTER CLOTH KEY IN 6' -9" Z UJRISER a ENT PERIMETFERR W Q Q I DD N.T.S. = Z NORMAL POOL COMPACTED SOIL A 3d o (MIN.) N w ::E BAFFLE _ D - - -' - t+ PLAN VIEW d { o w D/2 t - ., PIPE OUTLET TO WELL SHEETS OF L L t fl' 11il:.: ,i . :i' ' ' r t ` 1 DEFINED CHANNEL W , 1 2 Z4X8XiRu -- LIMING REQUIREMENT: - - ' - 1 - '-• = t ' EXTERIOR L _ 0 PLYWOOD OR T pH TEST RECOMMENDED APPLICATION EQUIVALENT 1 r _ aOFAGRICULTURALLIMESTONEL INFLOW; , `- . }`! A BELOW 4.2 3 TONS PER ACRE I,ti.t ~' q SECTION A -A 0% --• REVISIONS RISER CREST ELEVAT ON m 4.2 TO 5.2 2 TONS PER ACRE ";; d POSTS MIN. SIZE 4 ( 5.2 TO 6 1 TON PER ACRE SQUARE OR 5" ROUND. 4' TYPIEARTHENSTRUCTUREKEYIN6" 8' SET AT LEAST 3' INTO FILTER CLOTH ENi71RE PERTHEGROUND.NOTES: 8' FERTILIZERS: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION BASKET, OR CONCRETE. 2. La IS THE LENGTH OF THERIPRA APRON AS CALCULATED USING PLATES 3.18.3 AND 3.18' -4.600 LBSIACRE OF 10.20.10 (N-P40 3. d =1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT LESS THAN 6 INCHES. BF BAFFLE LOCATIONS IN SEDIMENT TRAP SITE SPECIFIC SEEDING MIXTURES (175- 200LBS/ACRE): W 1TEMPORARY RIGHT —OF —WAY DIVERSIONS >D_a,a OUTLET PROTECTION — PIPE DETAIL N.T.S. SECCTION N.T.S. OP PLAN AND SECTION N.T.S. TURF -TYPE TALL FESCUE 95 -100% IMPROVED PERENNIAL RYEGRASS 0-6% KENTUCKY BLUEGRASS 0.5% C,, & PERMANENT SEEDING SPECIFICATIONS DETAIL N.T.S. DESIGNED BKT CHECKED RBM SCALE 1" =21Y DATE 08/11 PROJECT 0814 SHEET NUMBER reserve their common law copyright and other property right's in these drawings. AN ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduuced, 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.OF 13 BUMPER BLOCKS ASPHALT PAVING - AISLES SECTION N.T.S. to Lc FASTENING BOLT 4 BARS SEE DETAIL A114 COMPACTED SUBGRADE SECTION 6 -W PLAN 2" SURFACE COURSE VDOT STANDARD SM -9.5A 6" BASE COURSE FULL DEPTH ASPHALT CONCRETE VDOT STANDARD BM -25.0 COMPACTED SUBGRADE mm N.T.S. CONTRACTION JOINT 2" SMOOTH TOOLED EDGE (TYP.) LIGHT BROOM FINISH TO BE PERPENDICULAR TO DIRECTION OFTRAVEL EXPANSION JOINT- SEE CONTRACTION JOINT V O.C. MAX. OR AS SHOWN ON PLANS. DEPTH SHALL BE 125" OR 25% OF CONCRETE THICIWESS EXPANSION JOINT MAX. 25' O.C.) - SEE VWWF 8" X 6" W1.4xW1 A WITH 2" MINIMUM COVER 4000 P.S.I. CONCRETE AT 28 DAYS - AIR- ENTRAINED COMPACTED AGGREGATE BASE VDOT #21A COMPACTED SUBGRADE MIN. CROSS SLOPE 1.5%; SECTION MAX. 2% CONCRETE WALK ,D, PLAN AND SECTION N.T.S. 2" SURFACE COURSE VDOT STANDARD SM -9.5A 6" BASE COURSE FULL DEPTH ASPHALT CONCRETE VDOT STANDARD SM -25.0 COMPACTED SUBGRADE ASPHALT PAVING - PARKING SECTION N.T.S. UAnTU \ /ACICQ LIGHT BROOM FINISH 114" SAWED OR TOOLED JOINT X 1 -1/4" DEPTH 2" RADIUS I SEE DETAIL _ WWFB"X8" W1,4 MA VW 2" MIN. COVER; TURN DOWN 6" COMPACTED AGGREGATE BASE VDOT 021A SECTION EXPANSION JOINT SEALANT BACKER ROD, 10 DIA 112" - EXPANSION JOINT MATERIAL T.S. W 2" SURFACE COURSE VDOT STANDARD SM41.5A 6" BASE COURSE FULL DEPTH ASPHALT-CONCRETE VDOT STANDARD SM -25.0 COMPACTED SUBGRADE ASPHALT PAVING - LOADING AREAS SECTION VARIES 8' V N.T.S. RESERVED PARKING SIGN TYPE R7-8 & R7-8D & VAN ACCESSIBLE V MIN. COMMON ACCESS AISLE (8' MIN. VAN) 4" WIDE PAINT STRIPING, TYP. EQ • r ; -- HANDICAP SYMBOL N(OTES: I., ALL PAVEMENT MARKINGS TO BE WHITE. 2. l 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. HANDICAP PARKING SPACE DEETAIL 1A 1Id° N.T.S. SEE NOTE #1 FOR TRENCH GRATE AND FRAME FINISH TO MATCH SIDEWALK 11Y EXPANSION JOINT, BOTH SIDES ADJACENT SIDEWALK 3,000 PSI CONCRETE MATCH BOTTOM OF SLOPEEL % ( FALL 3) 84 BARS, 3" CLEAR NOTES: 1. TRENM DRAIN GRATE TO BE IRONSMITH WARKET STREET M OW-% UNFINISHED CAST IRON, 24"LENGTHS STANDARD. FRAME TO BE IRONSMITH 9000F -18. SUBMIT SHOP DRAWINGS TO LANDSCAPE ARCHITECCT FOR APPROVAL OF GRATE OR FRAME SUBSTITUTIONS. n TRENCH DRAIN SECTION N.T.S. NOTE: T- 10"CAP CHECKED 3" TH. MIXED VIRGINIA FIELDSTONE -CAP SEE GRADING FIELDSTONE CAP DATE 1" REVEAL (TYP)PLAN FOR TOP OF WALL AND 1' -10" CAP 3" MIXED VIRGINIA FIELDSTONE VENEER, SCUPPER ELEV.V- 8" WALL RAKE JOINTS FOR DRY4 AID APPEARANCE Q 1R" STEEL LINTEL PLATE 6" MIXED VIRGINIA = a- WEIR OPENING, N WIDTH, WITH 3" FIELDSTONE VENEER, Q TH. VIRGINIA FIELDSTONE SCUPPER LL. RAKE JOINTS FOR = 8"x8"x16" STD. CMU W1 FULLY GROUTED DRY -LAID APPEARANCE W CORE, CONT. DUROWAL.L REINFORCEMENT fo EVERY 2 COURSES, GALVINIZED WALL TIES E DUROWALL REINFORCEMENT FINISH GRADE W/ 4" MIN. TOPSOIL., SLOPE AWAY 6 "i ' \ l \ FROM WALL Q 2% MIN., BOTH SIDES Z FIELDSTONE RIP -RAP WALL TIES EVERY (3) COURSES f Lu 5'12 BAR Q 2' O.C. NTH 1'4" HORIZ LEG FINISH GRADE W /4" MIN. TOPSOIL, SLOPE AWAY t9 C COAT WITH ELASTOMERIC WATERPROOFING, 3" BELOW FINISH GRADE TO TOP OF FOOTING 1 . 0 BOTH SIDES 57 CLEAN STONE l N FULLY GROUT VOID u 4" PERFORATED HDPE DRAIN Lu SLOPE HAUNCH TO WASH a 3,000 PSI CONCRETE FOOTER 28 DAYS A U aD 1-3HOBAR0GO.C., W g V W w F- 3) #4 BARS, CONTINUOUS 3'-0" TYP 4 BARS Q 2' O.C. Q 1 COMPACTED VDOT #21-A AGG. 28 DAYS, W/ (3) #3 REBAR, CONT. SUBGRADE COMPACTED TO 95%N / SUBGRADE- COMPACTED TO 95% MODIFIED PROCTORMODIFIEDPROCTOR RETAINING WALL WITH WEIR sc_e aw w x 4 SECTION 0 1/2 1 2 SEECI10N 7 1n" T-T FREE STANDING WALL SECCTION scale :1 =1' - 0" 0 112 1 2 AN CONCRETE TO BE CLASS A3 IF CAST IN PLACE; 4000 PSI IF PRECAST SURFACE & BASE SEE A & B/OB SUBBASE 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, SECTION N.T.S. VAN ACCESSIBLE SIGN RESERVED MAXIMLN PARIONO PI HANDICAP SIGN (27-8) $100 VIOLATION FEE (27 -8D) 2" O.D. STEEL POST, COLOR ACCCESSIM TO BE DETERMINED BY OWNER. CONCRETE FOOTING R7-8 R7-8D NOTES: 1. R7-8D PENALTY SIGNS ARE REQUIRED TO ACCOMPANY ALL R7-8 PARKING SIGNS. 2. SIGN APPROVED FOR USE UNDER GENERAL STATUTE 2037.6. 3. LEGEND AND BORDER: GREEN; BACKGROUND: WHITE HANDICAP PARKING SIG DETAIL N. McKEECARSON LANDSCAPE ARCHITECTS CONSULTING ENGINEERS LAND PLANNERS 301 East High Street Charlottesville, VA 22902 p: 434 . 979 . 7522 f: 434 . 977 . 1194 www.mckeecarson.com 9 B AJESH K. TIWARI I Uc. No. 043868 wir a 9111 NAL E REFERENCES: NORTH RIDGE SITE PLAN: TIMMONS GROUP CONSOLIDATED PLAT: THOMAS LINCOLN SURVEYORS T- 10"CAP CHECKED 1 - WALL 3" MIXED VIRGINIA SCALE FIELDSTONE CAP DATE 08/11/08 PROJECT 14 3" Ce 1" REVEAL ro Q 6" MIXED VIRGINIA = a- FIELDSTONE VENEER, Q LL. RAKE JOINTS FOR = Q DRY -LAID APPEARANCE W 8"x8"x16" STD. CMU, CONT. Z V E DUROWALL REINFORCEMENT EVERY 3 COURSES, GALV. aa Z J ' WALL TIES EVERY (3) COURSES N Lu J FINISH GRADE W /4" MIN. TOPSOIL, SLOPE AWAY t9 C Lu FROM WALL Q 2% MIN., O Q 1 . 0 BOTH SIDES Q l N FULLY GROUT VOID u Lu v a Q SLOPE HAUNCH TO WASH A U aD 1-3HOBAR0GO.C., W g V W w F-Q Q 1 3,000 PSI CONCRETE FOOTER Q 28 DAYS, W/ (3) #3 REBAR, CONT. COMPACTED VDOT #21 -A AGG. N / SUBGRADE- COMPACTED TO 95% MODIFIED PROCTOR T-T FREE STANDING WALL SECCTION scale :1 =1' - 0" 0 112 1 2 AN CONCRETE TO BE CLASS A3 IF CAST IN PLACE; 4000 PSI IF PRECAST SURFACE & BASE SEE A & B/OB SUBBASE 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, SECTION N.T.S. VAN ACCESSIBLE SIGN RESERVED MAXIMLN PARIONO PI HANDICAP SIGN (27-8) $100 VIOLATION FEE (27 -8D) 2" O.D. STEEL POST, COLOR ACCCESSIM TO BE DETERMINED BY OWNER. CONCRETE FOOTING R7-8 R7-8D NOTES: 1. R7-8D PENALTY SIGNS ARE REQUIRED TO ACCOMPANY ALL R7-8 PARKING SIGNS. 2. SIGN APPROVED FOR USE UNDER GENERAL STATUTE 2037.6. 3. LEGEND AND BORDER: GREEN; BACKGROUND: WHITE HANDICAP PARKING SIG DETAIL N. McKEECARSON LANDSCAPE ARCHITECTS CONSULTING ENGINEERS LAND PLANNERS 301 East High Street Charlottesville, VA 22902 p: 434 . 979 . 7522 f: 434 . 977 . 1194 www.mckeecarson.com 9 B AJESH K. TIWARI I Uc. No. 043868 wir a 9111 NAL E REFERENCES: NORTH RIDGE SITE PLAN: TIMMONS GROUP CONSOLIDATED PLAT: THOMAS LINCOLN SURVEYORS REVISIONS DESIGNED SK; BM CHECKED RBM SCALE Z DATE 08/11/08 PROJECT 14 Ce Q a- LL- LL. Q W Z V E Z J 'N Lu J J Z C Lu to')O Q 0 V Q N W Lu Cie a Q E A U aD V W w F-Q Q w 1- 0 Z 0 REVISIONS DESIGNED SK; BM CHECKED RBM SCALE AS SHOWN DATE 08/11/08 PROJECT 0810 SHEET NUMBER reserve Their common law copyngnt and other property rights in these drowings. A i ideas, designs, sections, detalls, and plans are the property of McKee Carson and Field SportConcepts, Ltd. These plans are not to be reproducced, changed, or copied In any form or manner whatsoever, nor are any express permission and consent T' MONOLITHIC CURB AND SIDEWALK McKEECARSOr LANDSCAPE ARCHITECTS CONSULTING ENGINEERS LAND PLANNERS 301 East High Street Charlottesville, VA 22902 p: 434. 979. 7522 f: 434. 977. 1194 www.mckeecorson.com hs -$NLTH op ` dh' K. TIWARI Lie. No.. 043868 1sIONALEC REFERENCES: NORTH RIDGE SITE PLAN: TIMMONS GROUP CONSOLIDATED PLAT: THOMAS LINCOLN SURVEYORS STORM DRAIN PROFILE ( BIOFILTER 0 SCALE H:1" 217, V:1 " V CROSS SECTION OF OUTLET TEMPO SEDIMENT TRAP COMM" AGGF1GATE CLASSI RIPRAP FILTER CLOTH ORIGINAL GROUND ELEVATION LENGTH = 8.7 FT 6 x DRAINAGE AREA (IN AC.) CLASS I RIPRAP COARSE* AGGREGATE FILTER CLOTH EXCAVATED AREA DIVERSION DIKE PERSPECTIVE AND SECTION reserve fneir common N.T.S. SOIL MAP SCALE H:1" = 29, V V - 5' MINIMUM TOP WIDTH (W) REQUIRED FOR SEDIMENT TRAP EMBANKMENTS ACCORDING TO HEIGHT OF EMBANKMENT (FEET) H Ho 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 3.5 2.5 3.0 4.0 3.0 3.0 4.5 3.5 4.0 5.0 4.0 4.5 RIGINAL GROUND EVATION CAVATED AREA AX. DEPTH = 4' TEMPORARY SEDIMENT TRAP DIMENSIONS 1'ELV. 603 Cl v AM 1' V. 600 CROSS SECTION OF OUTLET OUTLET PIPE XDW c2 T TEMIPORARY SEDIMENT TRAP xo_008 DETAIL N.T.S.SECTIONV MINIMUM TOFP WIDTH (W) REQUIRED FOR SEDIMENT TRAP EMBANKMENTS ACCORDING ' TO HEIGHT OF EMBANKMENT (FEET) H Ho W 1.5 0.5 ZO 2.0 1.0 Y.0 2.5 1.5 15 3.0 1 2.0 25 3.5 2.5 10 4.0 3.0 3.0 4.5 3.5 4.0 5.0 4.0 0 N.T.S. RIGINAL GROUND LEVATION KCAVATED AREA AX. DEPTH = 4' TEMPORARY SEDIMENT TRAP DIMENSIONS MW DETAIL ELI t W = 3_' 1 Carson a STANDARD 15 "ADS DROP INLET WATH SILT FENCE DROP INLET PROTECTION 3.0' are W=1.41 or copied in any form or manner wnafsoever, nor are N.T.S. any BIOFILTER BED ELV. 602 15" ADS DROP INLET TOP 603.0 3:1 SLOPE TOP OFVE604 - INV OUT 598 . rh CV CROSS SECTION \ NOTES: 1. STRIP OF FILTER FABRIC OVER PIPES TO PREVENT CAVITATION. 2. CONSULT ENGINEER/ LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 3. CHECK VALVE (PROFLO PF42853) SHOULD BE ADDED TO UNDERDRAIN AND ORIENTED SO BACKFLOW FROM STREAM IS PREVENTED. 4. ONCE CONSTRUCTED, PROTECT BIOFILTER WITH SEDIMENT FENCE AND HAY BALES. BIOFILTER CLEAN -OUT W/ WATERTIGHT CAP (TYP) 50% SAND/ 30% TOP SOIL/ 20% LEAF MULCH SAND 0.02' -0.04' ASTM C-33 FINE) 6" SCHEDULE 40 PERFORATED PIPE @11% MIN TO STONE PROVIDE ACROSS ENTIRE WIDTH @ 20 FT O.C. NEEDLE - PUNCHED NON -WOVEN GEOTEXTILE FILTER FABRIC LINING ENTIRE BIOFILTER 8 OR #78 CLEAN - WASHED DAYLIGHT 57 CLEAN - WASHED STONE 8 or #78 CLEAN - WASHED STONE SECTION -LID Workshop - Culpeper SoN and Water Conservation District N.T.S. REVISIONS WATER LEVEL 601.50 6" HIGHER THAN BED ELEVATION RAINGARDEN V WIDE X 0.5' HIGH BED ELV. 601 RECTANGULAR OUTLET STABILIZED WITH TOP ELV BROWN 602.0 RIPRAP OF D50= 3" 1' HIGHTER THAN BED 5096 SAND/ 3096 TOP ELEVATION SOIL/ 20% LEAF MULCH j (SAND 0.02 " -0.04" ASTM SLOPE 1' w ,r , C-33 FINE) 3:1 (MAX) #8 OR #78 CLEAN- WASHED 3 a STONE NEEDLE - PUNCHED C-33 CONSTRUCTION NON -WOVEN SAND TILLED INTO GEOTEXTILE FILTER FABRIC SOIL (OPTIONAL) LINING ENTIRE BIOFILTER 57 CLEAN- WASHED STONE NOTES: DESIGNED BKT 1. STRIP OF FILTER FABRIC OVER PIPES TO PREVENT CAVITATION. 2. CONSULT ENGINEER / LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. CHECKED ROM 3. RAINGARDEN TO BE CONSTRUCTED ONLY AFTER SITE HAS BEEN STABILIZED TO THE SATISFACTION OF THE ALBEMARLE COUNTY EROSION AND SEDIMENT CONTROL INSPECTOR. SCALE AS SHOWN DATE 08/11/08 RAIN GARDEN DD4„ PROJECT 0810 SECTION N.T.S. SHEET NUMBER party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. OF 13 OUTLET (PERSPECTIVE VIEW) NOTE: COARSE AGGREGATE SHALL BE VDOT #3, #357 OR #5 0 z oe J Q QCL IA_W ILL. Q W N U V v w Z U 0 o Q zQQ Z J ' W J Q w J I I-C i Z C 0 0 a N w 6 Q E J U v Q W w F-Q 1-- w y Q t/) W Cie W J I-- z 0 J REVISIONS WATER LEVEL 601.50 6" HIGHER THAN BED ELEVATION RAINGARDEN V WIDE X 0.5' HIGH BED ELV. 601 RECTANGULAR OUTLET STABILIZED WITH TOP ELV BROWN 602.0 RIPRAP OF D50= 3" 1' HIGHTER THAN BED 5096 SAND/ 3096 TOP ELEVATION SOIL/ 20% LEAF MULCH j (SAND 0.02 " -0.04" ASTM SLOPE 1' w ,r , C-33 FINE) 3:1 (MAX) #8 OR #78 CLEAN- WASHED 3 a STONE NEEDLE - PUNCHED C-33 CONSTRUCTION NON -WOVEN SAND TILLED INTO GEOTEXTILE FILTER FABRIC SOIL (OPTIONAL) LINING ENTIRE BIOFILTER 57 CLEAN- WASHED STONE NOTES: DESIGNED BKT 1. STRIP OF FILTER FABRIC OVER PIPES TO PREVENT CAVITATION. 2. CONSULT ENGINEER / LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. CHECKED ROM 3. RAINGARDEN TO BE CONSTRUCTED ONLY AFTER SITE HAS BEEN STABILIZED TO THE SATISFACTION OF THE ALBEMARLE COUNTY EROSION AND SEDIMENT CONTROL INSPECTOR. SCALE AS SHOWN DATE 08/11/08 RAIN GARDEN DD4„ PROJECT 0810 SECTION N.T.S. SHEET NUMBER party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. OF 13 OUTLET (PERSPECTIVE VIEW) NOTE: COARSE AGGREGATE SHALL BE VDOT #3, #357 OR #5 McKEECARSON LANDSCAPE ARCHITECTS CONSULTING ENGINEERS LAND PLANNERS 301 East High Street Charlottesville, VA 22902 p: 434. 979. 7522 f: 434. 977. 1194 www.mckeecarson.com Planting Soil Mix REFER TO TREE STAKING DETAIL ADD MULCH OVERTOP OF ROOTBALL AND PLANTING PIT ROOT COLLAR SHALL BE LIMITS, BEGINNING AT NO MORE EXPOSED AND FREE OF THAN 1" DEPTH NEAR TRUNK AND IM I SOIL SET TOP OF TAPERING UP TO A DEPTH OF ROOTBALL LEVEL WITH 3" AT PLANTING PIT LIMITS, OR SLIGHTLY ABOVE THEN TAPER TO PROPOSED 3X MIN. SURROUNDING GRADE. FINISHED GRADE. KEEP MULCH / CLEAR OF ROOT COLLAR. I M I BACKFILL TO TERMINATE1' X AT TOP OUTSIDE LIMITS OF MIN. ROOTBALL. TAPER SIDES OF PIT. SCARIFY TO LOOSEN ROOTBALL f. SOIL BACKFILL WITH CULTIVATED, CUTAWAY ALL WIRE BASKETS % i '' % ORIGINAL SOIL FROM PLANT AND/OR NON - BIODEGRADABLE „t \ \ / PIT EXCAVATION IF LOOSE. IF ROOTBALL WRAPPING AFTER ' ' EXCAVATED MATERIAL IS NOT FINAL TREE PLACEMENT. LO ITHOSE, SUBSTITUTE W BURLAP ROOTBALL WRAPPING APPROVED TOPSOIL MATERIAL TO BE UNTIED FROM TRUNK COMPACT BACKFILL IN LIFTS AND CUT AWAY TO A POINT BY FOOT. WATER THROUGHLY AT LEAST 112 DISTANCE DOWN AT 112 DEPTH TO SETTLE SOIL ROOTBALL. ROOTBALL TO BE SET ON UNDISTURBED SOIL UNLESS HARDPAN IS PRESENT. IF HARDPAN IS PRESENT, SCARIFY BASE OF PLANT PIT. BREAK THROUGH AND LOOSEN ALL HARDPAN (REMOVE AS NECESSARY TO FACILITATE DRAINAGERETURNEXCAVATEDMATERIALT PLANT PIT AND COMPACT. NOTES: 1. NOTIFY LANDSCAPE ARCHITECT OF ANY SITUATION WHERE SOIL CHARACTERISTICS ARE NOTAGREEABLETOTHESEPLANTINGCRITERIAORWHERECONDITIONSRAISECONCERNSIN TERMS OF PLANT SURVIVABILITY OR WARRANTY. 2. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OF ANY PLANT DAMAGE INCURRED DURING PLANTING PROCESS. ROOTBALL PIT 001 SECTION N.T.S. TREE GUYING DETAIL CONSISTS OF 2 GUYS,SET 120" AROUND PLANT PR ON "UPHILL" SIDE REFER TO TREE STAKING DETAIL ROOTBALL Al f REFER TO ROOTBALL PIT NOTES: 1. SET TREE PLUMB PRIOR TO STAKING 2. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT D TREE PLANTING ON SLOPE W011» 12 SECTION N.T.S. REFER TO TREE STAKING DETAIL TRENCH EDGE AROUND ENTIRE AREA TO BE MULCHED REFER TO ROOTBALL PIT DETAIL NOTES: 1. SET TREE PLUMB PRIOR TO STAKING. 2. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT. TREE PLANTING 12 SECTION N.T.S. NOTES: 1. SET SHRUB 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 PLANSMAILS/SPECIFICATIONS AS THEY RELATE TO THIS INSTALLATION. SHRUB PLANTING 8. EDGE BED AND MULCH AS SPECIFIED. 9. WATER THOROUGHLY. SUPPLEMENTAL LANDSCAPE NOTES UM PERENNIAL SOIL MIX AS SPECIFIED) TRENCH EDGE; TYP. FINISHED GRADE cD NOTE: FOR PRROPER PLANTING PROCEDURE OF PERENNIAL BEDS, REFER TO "SEASONAL COLOR, BULBS I AND PERENNIAL PLANTING SEQUENCE" NOTES. LDW PERENNIAL it ANNUAL BED PLANTING 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% STTOCKPILE (CLEAN PROVED PRODUCT) 40% PREPARED ADDITIVES (BY VOLUME AS FOLLOWS) 2 PARTS HUMUS ANDIOR 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 VEGETATIONCONTRACTORSHALLCLEARANDGRUBALLWEEDS, DEAD PLANTS TREES 14NCH CALIPER OR LESS AND ALL OTHER PLANT MATERIAL SAVE AND EXCEPT SPECIMENTS OR GROUPINGSSPECIFICALLYIDENTIFIEDINTHEFIELDBYYRELANDSCAPEARCHITECTFORPRESERVATION. Annual And Perennial Planting Sequence 1. EXCAVATE BED TO A DEPTH OF 4 INCHES. BREAKTHROUGH "HARDPAN" AND REMOVE ALL STONE ROOTS, DEBRIS, ETC. ROTOTILL BOTTOM OF EXCAVATED BED AN ADDITIONAL 6-8 INCITES 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% STOCKPILE ( IMPORT R 25% HUMUS ( FINGE })10% NATURE' PER" (BU ADMIXTURE) 05% STERLIZED COMPOSTED COW MANURE 05% SAND (ANGULAR BUILDERS SAND) APPLY LIME AS RECOMMENDED IN SOILS REPORT 4. ADD 8 INCHES OF PLANTING SOIL TO EXCAVATED BED AND ROTOTILL INTO EXISTING SOIL. 5. PLACE ADDITIONAL PLANTING SOIL MIX TO RAISE CENTERLINE OF ENTIRE BED 61NCHES ABOVE FINISHED GRADE FOR ANNUALS AND BULBS- 4 INCHES FOR PERENNIALS. IF S 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 BULBBOOSTER. ALSO, ADD SMALL AMOUNT OF FERTILIZER INTO 66TT6M OF HOLE. DO NOT USE ANIMAL MANURES. 7. PLANT SEASONAL COLORBULBS AS SPECIFIED BELOW AND AT INDICATED SPACING SHOWN ON PLANS. AS A GENERAL RULE OF THUMB, SET BULBS 2.5X DEEPER THAN THIER DIAMETER. FOR EX. BULB COMPACT EXCAVATED SOIL CHECKED TO FORM ROOTBALL PIT CROCUS ON DOWNHILL SIDE OF TREE 1 6" "TULIPS TRENCH EDGE AROU ENTIRE AREA TO BE MULCHED ROOTBALL Al f REFER TO ROOTBALL PIT NOTES: 1. SET TREE PLUMB PRIOR TO STAKING 2. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT D TREE PLANTING ON SLOPE W011» 12 SECTION N.T.S. REFER TO TREE STAKING DETAIL TRENCH EDGE AROUND ENTIRE AREA TO BE MULCHED REFER TO ROOTBALL PIT DETAIL NOTES: 1. SET TREE PLUMB PRIOR TO STAKING. 2. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT. TREE PLANTING 12 SECTION N.T.S. NOTES: 1. SET SHRUB 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 PLANSMAILS/SPECIFICATIONS AS THEY RELATE TO THIS INSTALLATION. SHRUB PLANTING 8. EDGE BED AND MULCH AS SPECIFIED. 9. WATER THOROUGHLY. SUPPLEMENTAL LANDSCAPE NOTES UM PERENNIAL SOIL MIX AS SPECIFIED) TRENCH EDGE; TYP. FINISHED GRADE cD NOTE: FOR PRROPER PLANTING PROCEDURE OF PERENNIAL BEDS, REFER TO "SEASONAL COLOR, BULBS I AND PERENNIAL PLANTING SEQUENCE" NOTES. LDW PERENNIAL it ANNUAL BED PLANTING 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% STTOCKPILE (CLEAN PROVED PRODUCT) 40% PREPARED ADDITIVES (BY VOLUME AS FOLLOWS) 2 PARTS HUMUS ANDIOR 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 VEGETATIONCONTRACTORSHALLCLEARANDGRUBALLWEEDS, DEAD PLANTS TREES 14NCH CALIPER OR LESS AND ALL OTHER PLANT MATERIAL SAVE AND EXCEPT SPECIMENTS OR GROUPINGSSPECIFICALLYIDENTIFIEDINTHEFIELDBYYRELANDSCAPEARCHITECTFORPRESERVATION. Annual And Perennial Planting Sequence 1. EXCAVATE BED TO A DEPTH OF 4 INCHES. BREAKTHROUGH "HARDPAN" AND REMOVE ALL STONE ROOTS, DEBRIS, ETC. ROTOTILL BOTTOM OF EXCAVATED BED AN ADDITIONAL 6-8 INCITES 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% STOCKPILE ( IMPORT R 25% HUMUS ( FINGE })10% NATURE' PER" (BU ADMIXTURE) 05% STERLIZED COMPOSTED COW MANURE 05% SAND (ANGULAR BUILDERS SAND) APPLY LIME AS RECOMMENDED IN SOILS REPORT 4. ADD 8 INCHES OF PLANTING SOIL TO EXCAVATED BED AND ROTOTILL INTO EXISTING SOIL. 5. PLACE ADDITIONAL PLANTING SOIL MIX TO RAISE CENTERLINE OF ENTIRE BED 61NCHES ABOVE FINISHED GRADE FOR ANNUALS AND BULBS- 4 INCHES FOR PERENNIALS. IF S 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 BULBBOOSTER. ALSO, ADD SMALL AMOUNT OF FERTILIZER INTO 66TT6M OF HOLE. DO NOT USE ANIMAL MANURES. 7. PLANT SEASONAL COLORBULBS AS SPECIFIED BELOW AND AT INDICATED SPACING SHOWN ON PLANS. AS A GENERAL RULE OF THUMB, SET BULBS 2.5X DEEPER THAN THIER DIAMETER. FOR EX. BULB DEPTH CHECKED BELOW FINISHED GRADE) CROCUS DATE 6" "TULIPS 0810 DAFFODILS ON IRIS 44" mom SECTION PLAN /SECTION N.1.5. AI,TH Op r EUGENE K RYANG I - CERTIFICATE No.1194 c i C Ay REFERENCES: NORTH RIDGE SITE PLAN: TIMMONS GROUP CONSOLIDATED PLAT: THOMAS LINCOLN SURVEYORS REVISIONS DESIGNED C CHECKED RIBM SCALE Z DATE 08/11/08 PROJECT 0810 oe U- U- Q W U Z U N J Q Z J' C))Q UA J Q W p C:w Z 0-D O o" e) 0 U Q Q U N w p W a Z Q E Q W w t-Q Q w I- 0 Z 0 REVISIONS DESIGNED BM CHECKED RIBM SCALE NTS DATE 08/11/08 PROJECT 0810 SHEET NUMBER reserve their common law copyright and other property rights In these drawings. AN ideas, designs, sections, detals, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to SPECIMEN SHRUB DRAW INGS)ED ON TRENCH EDGE AROUND ENTIRE AREA TO BE MULCHED REFER TO ROOTBALL PIT DETAIL A 12 BREAK THROUGH ANY EXISTING "HARDPAN" AND REMOVE TO PROVIDE GOOD PERCOLATION AND POSITIVE DRAINAGE OPTION A VERTICAL STAI4NG- VERTICAL OAK STAKES TO BE PLACED OUTSIDE LIMITS OF TREE PIT. 2 STAKES AND GUYS PER TREE. SET STAKES 180" AROUND PLANT PIT. ATTACH WITH'ARBORTIE' OR EQIVALENT WOVEN STRAPPING TIED IN SLACK LOOP AT TRUNK AND PULLED SLIGHTLY TAUT TO STAKE. OPTION B: DIAGONAL STAKING - FOR EVERGREENS ONLY) 1- OAK STAKE ATTACHED AT TRUNK WITH SLACK LOOP OF'ARBORTIE' OR EQUIVALENT. STAKE TO BE DRIVEN INTO UNDISTURBED SOIL OUTSIDE LIMITS OF PLANTING PIT. OPTION C: GUY STAKING - 3 STAKES AND GUYS PER TREE. 3-18" MIN. OAK STAKES SET BELOW GRADE. STAKES TO BE SET IN UNDISTURBED SOIL; SET STAKES 12V AROUND PLANT PIT. ATTACH WITH ARBORTIE OR EQUIVALENT WOVEN STRAPPING IN SLACK LOOP AT TRUNK AND PULLED SLIGHTLY TAUT TO STAKE. NOTES: 1. TREES ITO BE STAKED ONLY WHEN APPROVED BY THE LANDSCAPE ARCHITECT. CONTRACTOR TO NOTIFY' THE LANDSCAPE ARCHITECT OF CONDITIONS THAT NECESSITATE STAKING OR THAT COMPRtOMISE PLANT SURVIVABILITY AND/OR CONTRACTORS WARRANTY. 2. CONTRAACTOR TO NOTIFY LANDSCAPE ARCHITECT OF ANY PLANT DAMAGE INCURRED DURING PLANTIPNG PROCESS. TREE STAKIN OPTIONS 85MMN DISTANCCE FROM FRONT COF BED UNLESS OTHER WISE SMCIFIED) ROW 12" SPACING fIi s I O.C. SP /ACA CROW NN BED IN CENTEFR TO PROVIDE POSITIWE DRAINAGE MULCH I LAYER AS SPEECIFIED) PLAN SPACING Ii i GULTIVNATESOILWI 11111 11111---- - llilf Ill! U11 - -^ il!H - ^IUn ^ ^- ROTOTIILLER BELOW SOIL MUD( AREA TO A DEPTH I OF W SECTION UNDISTTURBED SUBGRA" or copied in any forth or manner whatsoever, nor are any third party the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. OF 13 BED WIDTH ETA! LMMMG COWAN9 M 17991 Amigh Ate "W c&y CA 91745 1V1VWd! ry, . cOTa 15- 111kaa1 o(ael -lit M7M IIAM"' Cam'_^ 1.4534 H4 'f 10OO 1NII' ltT` a.X3099 Ally 8b.Mlodtr VMNW- all fio aaaa- iwaa sbau lieuL 13aed. 0 -1 MW LLamirwo W& Atdit Hrb -101, 7:M,t7S TYPBZFO 993 T7rPB 0 as TYPBSpa B0i3 WH (W11le), Vl. (VBs ^ Ee - en),1,I!1 It IMbbL)r , dTdt' DG (Did.(lbeably ar rlleal d ` Oak* Algidko0* "k Ca111MhrssIIOt3 -6Sd1 a LIGHTI DETAILS - -OA -1 1•,I I rrfordfoaes CUT SHEET i i. i I iA1" A VEMUM 7 LIGHTING DETAILS - -OF -1 ALAX CUT SHEET Photomttic Ripon CATALOG MAMM D"41116"100 100 P104AkE: DI4 AK ES BLM EID CURVE CREATED DOMMS PONT TW PIR W-NO 0LAW Bd UWr HIDrlB CLEM EM, VBD 1T',ilU• M HOUSING UNWARY DATA EFF'ICISCY fillft :81.9% EPELr Y (TJ4W L UPx a11MaMiaiaf awMMwAMOnwwdtRatlwra4NOiraa inbwik0.f ?nwuEnlwal 1;Na0wt06addom 0TOMINICY(ek"tf wo): Mr'iMa'."Possidemt Ifap b ww lws WRbt (lap Y4 P r ROADVVAY CLASVP"TIDId:rim IV, VEW ofil T 1 FULL CUTOFF KAD8d, ry. w4i isdMkk aa. Id0. 1;>oa.rwrpaad.wAh,wlhadF.glas N4 OFfAMPW.1 VERWAL MINIM OPMALSOM Anodlpa. l0lalalbnk' aAhnpla' tw01R14MLwMaY00Mi0i41IfO1 (aAAeLID' 209 LLMMMALLIB CLASS FiGKir01ES16= t Ltatbaga (" Lusrom) FLOW.9B W MUfoil FH 6 RFWW04W.242 1NiMa1aelbnMiw'awd.zwa wlfnlUlll rMdaldNO' Tlbblb: so (0.7%) m Mil MIS 1,21,4%) 2412 (13%) 7W.„ D I11$(iP1OS6BN,OA 00 .0)0$ % aad i l(irM1MYMrd. 91N:1.20 T twakwcRwwlbla, III aAMMd "NwMrlr4lMK Air )411'.7polr1lMRw. "Wtg6t4Jbtt16'R)11 Fab ds 1010!6 EA,1.21L t N 7 -118' LengkhodflrMYudda>tbwrvlipioMptt YaoDwlMIMaiMawar 1701 1 ItB.T.L i to $ Od1V,btlOV 17- 7!"0004Ik1M4 y;`9 Yk 4 ' ! Y UL U" 1 L .rand«d EMllyd Iwae OiN4aet .Ul ihd Her *C MAW a " rwt Deptk 7 -'W 0tHGrrlpt 04 {W W iWWL .W q R fn 4" 117•bwowMaK.1PLM rabwd iR+aaad i4 9-nSli i490cb1m" "Ieetbb ohelN wMlowr<.Abdwb.. numb bad pDEn Yi For shortest lead t ,GOIQIIMY.ORBERMI6 IIiII:ORMfIOI pCadllCi.LMli9 > IMMML iik - pwwN4eRtibwr,waEllwtlowliwprW petaopww cook bdM 11iopMbe. "KA94 MFitlSSirEf04LPI K" YkiIm011 , MowltinY , Bart Ko k Lamp'9pwpb IGiD !idol ift Ada 120 IXRR imow (0111104 a 1 yl+rrMtlrg,, 19.0 Fitt lLrIrMll:baLlbRUMaolaAOemaliAMi Z L44 Way 20 raw 2119 "' OS 8'arm GW1 6oa$MIAr of 08MIY.iMA2 111W W too 100MF 1006 Z>7. - BatMd 0! !saw PHE fBlll'• ,clop" urr ldlblb 109110 law villop 1i 4W ` 6W 1! MOM LU Finhh" 4RM11B lk* MW as an TW WWLI_wood pole or SCYrA `W 111 •a w koun i d 'leek TW lit i14i111wbl1afdpg;bknfs BCMd 3W9 0ADt2P arm MOM Il6H NeMM>FdW bl». OA .04 Ddb sawM 3 1 WID1ittV8 . brla L'B{11R ilk DADIMN8 am N071r$CViI{tkldMbt B DtNriMMfen anetbaRMcE18to III'R E NM WBA Dacbratlw W& braatat tkiiaalb'tMl.1tlBI1113t" a ' nodhalftINAMWaim pa 0061 PEW* Pb4 '. PE4 NZ: 18idFp!bM'ag1aMlMbio esamwd fiMOr ngtdatlbls SIaNA 11A wfames eAambdbangbilyd ilWbW f'E.1ltlY1 G 9kplNiii/ *for 119 V / G 'ItaaW guardBSSIEStypql! tgwr bfF , • y y Q VAWgWd. TV& ,,, y8pdand11irtopbwMwweffS4 y miaaatallibtaoMb MS IEStype V Imwe bet 3syldgfaacall !Oi!br0 amw IES WpR IV fmwan4 flmbr bawbwdiK 401' Orllwrwl liw tilk+Mn!#120. 108 510 {Oealablhorl6oi 1K6 191ibIwK9 1+ 012 RS type ILagaamoMicw W CetawR;Eelav lwrswailrbw wIme itR3 !ES type IiI if : b'aitErw$ainitwikwn>sweoreaonw ter a eRt$C O'S. type tV'toMaerd tlreia a a$r 4 kt"kaard0rad%"3CWR team 4A 9gs FMMOV rlM dYs l adMMle 12 T20-W 1*4W sN>tawa rr Niglw ,0*16 :- 1qo Tro.zeD 11*2a111" t2114ffi b IiWitdklowhMl6a if $Kb.w44wWwtx 1 A IbwMI1PDMMdBPDbP --, Z Not rawAsv*h4 blG y .lbwwtwpwerfsvoltaMb bpArdlklB S Notnwabakla+aih7F91t 18 '01Mc1abafrlfrBBtkdr39 1ewNa1>w Iial!lpriMw 4 1MertW oedaacr11k8CWA TOMaMgrwwbywlragabwiw*IwdwlwL V610 mom Z 5 Reduced habtEMuanpkMibr 1 7 SM2,Mltbawb9B18Capbew 1T 1MgtL+edARwdaareawaary. &7/6'IbaablRihLklwxaYebiw, 7E Mllfl Her 4 'T Mlwtepea y W fwaab its"is aM NN irk$ epllrla. J M DpikwRt maib 00 baMnrt l>' 1 101 MLlbtI* IF EIb:Yt?a'WCaned`1M0.2R, is 1Ma1nr1 RADINBI of "d A1" A VEMUM 7 LIGHTING DETAILS - -OF -1 ALAX CUT SHEET Photomttic Ripon CATALOG MAMM D"41116"100100 P104AkE: DI4 AK ES BLM EID CURVE CREATED DOMMS PONT TW PIR W-NO 0LAW Bd UWr HIDrlB CLEM EM, VBD 1T',ilU• M HOUSING UNWARY DATA EFF'ICISCY fillft :81.9% EPELr Y (TJ4W L UPx 81 A %l 0.891 0TOMINICY(ek"tf wo):31.0%1901% ROADVVAY CLASVP"TIDId:rim IV, VEW ofil T CUTOFF CiJ1881FICATIM FULL CUTOFF LUiIE9NULAW.13M N4 OFfAMPW.1 VERWAL MINIMOMINOUSOPEMN& 20(ff WA'> g:209 LLMMMALLIB CLASS FiGKir01ES16= 014 BORNfORWAUUGHrr Ltatbaga (" Lusrom) FLOW.9B W 81aAkrbtN: 20FH 6 RFWW04W.242 BAC10: GHT 8L (044 so (0.7%) BK (11110-W MIS 1,21,4%) 2412 (13%) UPLOW ut (W100):D I11$(iP1OS6BN,OA 00 .0)0$ %7RAPPE L IIGHIr 5187 (XIIIi) ME! PLACE L4 ODW M AYM L$OIL,L1MMiAN1L'1E r71A0Rmob) 120 110 80 79 aD so TO l WbthOefbagbat ! 9bay8panp vaNr4s haler 1%1 Urw V ••Laalp Mm pbMrglysbelabar .IbynROaertotlorilaoeoel 110 11111110111 1a 0810 Antotreaatarnair W. 1.1: 125 0.4 d Ae202 30 0.203 35 at* 40 014 49 0110 so aars 81aAkrbtN: 0!'INyitslMEll l,xt as OawLibofslN.RCaayM ;6A$0011 Pbwa.rtrbdo9wM Baci/akua ShMIMtIkKADIwEi rts9Aakr<9ri.dwbglrrwq,Mww . lueMMS r PailitdnlMMCarildalM Sty alm piaF'Mw,-4c.e°'wI+s'tra.w;. v e.iouk u ', 7 S `G, y, l { ;w tr.•,y ribl...odant n.r..ae an r.a.ed • 1il:art:I11$(iP1OS6BN,OA srl ?IiMrrotcwr,MywaraomrfxtrNtfpw Oalwkwr tor3laeorksi.erFlawfbc r.s6.aww.r. W06116 *ft > ar!G „ , lya 711111111 20 to N Motli ft 8.1rt* Fab d s1010!6 EA,1.21L t N T_oaalr> rya, +.Ik wlw.era rana w w oerofrterlb"W"d 0"d an. *WWjW a6, #q (1621f k0)MirkOCfor118MrRrNkawnwb 'oa00MaMWs a aaaora "C -1r1W cod y;`9 Yk 4 ' ! Y 11$1 app{iiLMwmdivokeplw Uwe widik f"/? 14L8 Col a i U6 flwbd iaamdanp. CBA CbtdMad ha. OpYwae). ip. Mwud-tlb !M'C:wWtrit eiad. vYet Dapde• I.11B' (f8.1 and 7 0CIOaR.• llllbr100QMiEgolda0it 'wIIDM.Ytl1tIrB.42i•. *Wawm =N ftWW in tex:ld 1415ddpwwN4eRtibwr,waEllwtlowliwprW petaopww cook bdM mksIII Fare MdTpfistieatlt,. taa $y4re E>a PW. UQ 4WM ifn`TB SPlXl4 L?1 Ko Q YYbtlaaR MgmMir9. BaOeat Option$ '9p Inim tamp" F Mlk'IDHIMat=19.0 Fitt lLrIrMll:baLlbRUMaolaAOemaliAMi 120 110 80 79 aD so TO l WbthOefbagbat ! 9bay8panp vaNr4s haler 1%1 Urw V ••Laalp Mm pbMrglysbelabar .IbynROaertotlorilaoeoel 110 11111110111 1a 0810 Antotreaatarnair W. 1.1: 125 0.425Ae202 30 0.203 35 at* 40 014 49 0110 so aars 81aAkrbtN: 0!'INyitslMEll l,xt as OawLibofslN.RCaayM ;6A$0011 Pbwa.rtrbdo9wM Baci/akua ShMIMtIkKADIwEi rts9Aakr<9ri.dwbglrrwq,Mww . lueMMS r PailitdnlMMCarildalM Tlugr, *"-12; 2009y1-I , e VLIA LIGHTING DETAILS - -OA -1 CUT SHEET KAD 40WA Arm- mounted. Soft Square Cutoff 4 5 1 0 T L b 4 S. i 41=1111 hFRbidNlMpBgMmmkow% 0I1IMaLm bbwnmtbadkwAn 4MMOMNIiidblMW.30 000 "O1.1R Foes /.www wwd mm ucoad" hall C R/COIbMdY wr.. rwd ai ar wocift bwt1• . Nowi tr vawe wwd 5501 +.owaiafalOAb ttlwrlbdww TWIN. oMd DbddbMbaw 7ypa N asoM. OadbOtlwa Too V, 00%R E etli»iit Primary PeMMMq Iltwwl drapdwt lap* Pawer PASUI Uoa Ribid4/ NaiIN 0ateetibit fabMbr WbthOefbagbat ! 9bay8panp vaNr4s haler 1%1 Urw V ••Laalp Mm pbMrglysbelabar .IbynROaertotlorilaoeoelwIbWI 179 2A" s sk IM g{{P 4 d !AO 1 110 498 80+ tw% _ *10% re1L -o:s Milt. ua Antotreaatarnair W. 1.1: 125 f =fCbilltFeC40 TpadlOwtrwbtRi.dMlliMA # palladawdlR NkbAlNwlFrosYbna.Yaiwwap 050$0$! old" doiwwanwy bebwau'kikdralMy 61w am damd: llraMaMabak ObwWMbbns wwd N roa+Q.«.OOm. raw, naawaTr>I+ntabwa.a.ro.r Solt we.LiiMl shalt an was etlk.MelkpnlblMMwYrb t0ia PAM naiacar wlaaMws"amefte, NOTQS: t Poolscow$ kdwwetbrodibrwllbMalMrwwabooawiwwdlwwawr ,wwwYdtlioedw.aew KADArai.a.luwarwra,eaaaawam1a. awMrhl OFA LMIMMM• itl6 0!'INyitslMEll l,xt D- OawLibofslN.RCaayM ;6A$0011 Pbwa.rtrbdo9wM Baci/akua ShMIMtIkKADIwEi rts9Aakr<9ri.dwbglrrwq,Mww . lueMMS 41 1 Win, METAL NIiM alm piaF'Mw,-4c.e°'wI+s'tra.w;. v e.iouk TOW - W ' ribl...odant n.r..ae an r.a.ed • 1il:art:I11$(iP1OS6BN,OA srl ?IiMrrotcwr,MywaraomrfxtrNtfpw Oalwkwr tor3laeorksi.erFlawfbc r.s6.aww.r. W06116 *ft > ar!G „ , lya 711111111 20 to N Motli ft 8.1rt* Fab ds 1010!6 EA,1.21L t N T_oaalr> rya, +.Ik wlw.era rana w w oerofrterlb"W"d 0"d an. *WWjW a6, #q (1621f k0)MirkOCfor118MrRrNkawnwb 'oa00MaMWs a aaaora "C -1r1W cod U 11$1 app{iiLMwmdivokeplw Uwe widik f"/? 14L8 Col a i U6 flwbd iaamdanp. CBA CbtdMad ha. OpYwae). ip. Mwud-tlb !M'C:wWtrit eiad. vYet Dapde• I.11B' (f8.1 and 70CIOaR.• llllbr100QMiEgolda0it 'wIIDM.Ytl1tIrB.42i•. *Wawm =N ftWW in tex:ld 1415ddpwwN4eRtibwr,waEllwtlowliwprW petaopww cook bdM mksIII FareMdTpfistieatlt,. taa $y4re E>a PW. UQ 4WM ifn`TB SPlXl4 L?1 Ko Q YYbtlaaR MgmMir9. BaOeat Option$ '9p Inim tamp" F No _MW Ooh 120 in t 10w" '11111aw : Z L44 Way kdk . .2 2W liP9 .. K 4" babF I 8F VMS* iia 94 27 303 V) O U 20 VO" t`Mir1 mot of ftft fit 21111111, 31A 410% Q urr ldlblb 109110 2V7 flP9_ BbMlld N .. wanks I'D Pawar V0.0 LU lop wow PM NM v6t4ock meep- NI90_. wwI 1! 1Y` M iuw 94 lab F11tiM 6 1W1 i d 'leek20Mriw nw w18CNk4SuperaftanIdbA1I" Ietlbs { 3z w n VA WT$ TinitkM , ""Aiii Mule TaftOLMock 391160 4"VP ar tuft MIS 0011010-61" ahiNd bb:JiW l6A Cie" WID1ittV8 . brla L'B{11R WIIA Aitbr00 Wd 04*06° CbBiawnklkY7M PE3 NEMA a1Md -ioaL PL I IY) 1E9 qpe Jl; PE4 NEMR twist -IotRk PE f4mAModsm q ilslniauF:IralriI$4 ET NWA biK4fwtla1lktera111114NierWNICrm$ 'lwia m akrowagrktaquked uaR Pa V / G 'ItaaW guardBSSIEStypql! tgwr bfF , • y y Q VAWgWd.4% .y8pdand11irtopbwMwweffS4 yV' " MW it ML4 tES.lypb IN :bbfmaae4iod H . + WMua l„amw IES WpR IV fmwan4 flmbr bawbwdiK 401'k" NQt wag 1 MetwiawNwklewMgr.M41M11. iM iwaddlit'MMaallli. Oiawrwwwwlwnlowwlwlopwaiwf:2 Na[bM.1MIUMb11.' 14 Mwtebaicijilrailb/rNdAwwkbTB s owtww wbiawlr 1B1. Mt flahrwrwiWwrik elY.B9R111C TMIM>I MaAaretlrwww 4 kt"kaard0rad%"3CWR team 4A 9gs FMMOV rlM Ftic.fm F.6 Bwduoa/ 8lhicapdred.hr M •MrcaMMwallbaafl bwpbrllMed. 2-WT20 - 190 720 rMW T20-W 1*4W sN>tawa rr Niglw ,0*16 :- 1qo Tro.zeD 11*2a111" t2114ffi b IiWitdklowhMl6a if $Kb.w44wWwtx TOM 7 Muwttaio •ddlllbirF "ndlpknlW. M l dhWtf * R 1a OW.-be -0 muvy QtIM17T+f;AtlMdpiMQ,2y7"M14VL 20 KAW91 •01 I1 Wba 94W Odor S11tiR ifAOM -S AM Z O J NIM WEII10MatAINkaEsW iINNES0 X06,11loom161MEMS 1/SEE r:r?;0d_ 0MMMO MEN 10111111 MEN MEN 4 5 1 0 T L b 4 S. i 41=1111 hFRbidNlMpBgMmmkow% 0I1IMaLm bbwnmtbadkwAn 4MMOMNIiidblMW.30 000 "O1.1R Foes /.www wwd mm ucoad" hall C R/COIbMdY wr.. rwd ai ar wocift bwt1• . Nowi tr vawe wwd 5501 +.owaiafalOAb ttlwrlbdww TWIN. oMd DbddbMbaw 7ypa N asoM. OadbOtlwa Too V, 00%R E etli»iit Primary PeMMMq Iltwwl drapdwt lap* Pawer PASUI Uoa Ribid4/ NaiIN 0ateetibit fabMbr WbthOefbagbat ! 9bay8panp vaNr4s haler 1%1 Urw V ••Laalp Mm pbMrglysbelabar .IbynROaertotlorilaoeoelwIbWI 179 2A" s sk IM g{{P 4 d !AO 1 110 498 80+ tw% _ *10% re1L -o:s Milt. ua Antotreaatarnair W. 1.1: 125 f =fCbilltFeC40 TpadlOwtrwbtRi.dMlliMA # palladawdlR NkbAlNwlFrosYbna.Yaiwwap 050$0$! old" doiwwanwy bebwau'kikdralMy 61w am damd: llraMaMabak ObwWMbbns wwd N roa+Q.«.OOm. raw, naawaTr>I+ntabwa.a.ro.r Solt we.LiiMl shalt an was etlk.MelkpnlblMMwYrb t0ia PAM naiacar wlaaMws"amefte, NOTQS: t Poolscow$ kdwwetbrodibrwllbMalMrwwabooawiwwdlwwawr ,wwwYdtlioedw.aew KADArai.a.luwarwra,eaaaawa m1a. awMrhl OFA LMIMMM• itl6 0!'INyitslMEll l,xt D- OawLibofslN.RCaayM ;6A$0011 Pbwa.rtrbdo9wM Baci/akua ShMIMtIkKADIwEi rts9Aakr<9ri.dwbglrrwq,Mww . lueMMS 41 1 Win, LIGHTIN DETAILS - -OF -1 CUT SHEET LIGHTING DETAILS - -OD -2 CUT SHEET McKee Carson and Field Sport Concepts, Ltd. reserve their common law copyright and other property rights in these drawings. AN ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reppnodtxed, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. I McKEECARS01 LANDSCAPE ARCHITECT CONSULTING ENGINEE' LAND PLANNERS 301 East High Street Charlottesville, VA 229012 1 p: 434 979 7522 f: 434 977 1194 www.mckeecarson.coM ! REFERENCES: NORTH RIDGE SITE PLAN: TIMMONS GROUP CONSOUDATED PLAT: THOMAS LINCOLN SURVEYORS ICS (OTHERS) CHECKED RBM O'A "I )/AF X44 W 1401MOC111111W8001POWT INURES & SPECIRCIk 1fMIS Z of 1d. 01trcl+ . a, RreLlyarr .w.lar.yr.wl.;eRriau.. .: ::.R + roa+Q.«.OOm. raw, naawaTr>I+ntabwa.a.ro.r Solt we.LiiMlfrMawilMrtaNewtiAlw'Idlllil; > IlowtkwbbllwbFglilaYdfwoupfwosLYr KADArai.a.luwarwra,eaaaawam1a. awMrhl 0!'INyitslMEll l,xt D- alMdkbd, rlaainmo n e lsfklt:loRtrrldwoid t iirrtck'sp METAL NIiM alm piaF'Mw,-4c.e°'wI+s'tra.w;. v e.iouk TOW - W ' ribl...odant n.r..ae an r.a.ed • 1il:art:I11$(iP1OS6BN,OA srl ?IiMrrotcwr,MywaraomrfxtrNtfpw Oalwkwr tor3laeorksi.erFlawfbc r.s6.aww.r. W06116 *ft > ar!G „ , lya 711111111 20 to N Motlift 8.1rt* Fab d s1010!6 EA,1.21L t N T_oaalr> rya, +.Ik wlw.era rana w w oerofrterlb"W"d 0"d an. *WWjW a6, #q (1621f k0)MirkOCfor118MrRrNkawnwb 'oa00MaMWs a aaaora "C -1r1W cod U 11$1 app{iiLMwmdivokeplw Uwe widik f"/? 14L8 Col a i U6 flwbd iaamdanp. CBA CbtdMad ha. OpYwae). ip. Mwud-tlb !M'C:wWtrit eiad. vYet Dapde• I.11B' (f8.1 and 70CIOaR.• llllbr100QMiEgolda0it 'wIIDM.Ytl1tIrB.42i•. *Wawm =NftWW in tex:ld 1415ddpwwN4eRtibwr,waEllwtlowliwprW petaopww cook bdM mksIII FareMdTpfistieatlt,. taa $y4re E>a PW. UQ 4WM ifn`TB SPlXl4 L?1 Ko Q YYbtlaaR MgmMir9. BaOeat Option$ '9p Inim tamp" F No _MW Ooh 120 in t 10w" '11111aw : Z L44 Way kdk . .2 2W liP9 .. K 4" babF I 8F VMS* iia 94 27 303 V) O U 20 VO" t`Mir1 mot of ftft fit 21111111, 31A 410% Q urr ldlblb 109110 2V7 flP9_ BbMlld N .. wanks I'D Pawar V0.0 LU lop wow PM NM v6t4ock meep- NI90_. wwI 1! 1Y` M iuw 94 lab F11tiM 2101 190? hr0atat 11 al)i d 'leek20Mriw nw w18CNk4SuperaftanIdbA1I" Ietlbs { 3z w n VA WT$ TinitkM , ""Aiii Mule TaftOLMock 391160 4"VP ar tuft MIS 0011010-61" ahiNd bb:JiW l6A Cie" WID1ittV8 . brla L'B{11R WIIA Aitbr00 Wd 04*06° CbBiawnklkY7M PE3 NEMA a1Md -ioaL PL I IY) 1E9 qpe Jl; PE4 NEMR twist -IotRk PE f4mAModsm q ilslniauF:IralriI$4 ET NWA biK4fwtla1lktera111114NierWNICrm$ 'lwia m akrowagrktaquked uaR Pa V / G 'ItaaW guardBSSIEStypql! tgwr bfF , • y y Q VAWgWd.4% .y8pdand11irtopbwMwweffS4 yV' " MW it ML4 tES.lypb IN :bbfmaae4iod H . + WMua l„amw IES WpR IV fmwan4 flmbr bawbwdiK 401'k" NQt wag 1 MetwiawNwklewMgr.M41M11. iM iwaddlit'MMaallli. Oiawrwwwwlwnlowwlwlopwaiwf:2 Na[bM.1MIUMb11.' 14 Mwtebaicijilrailb/rNdAwwkbTB s owtww wbiawlr 1B1. Mt flahrwrwiWwrik elY.B9R111C TMIM>I MaAaretlrwww 4 kt"kaard0rad%"3CWR team 4A 9gs FMMOV rlM Ftic.fm F.6 Bwduoa/ 8lhicapdred.hr M •MrcaMMwallbaafl bwpbrllMed. 2-WT20 - 190 720 rMW T20-W 1*4W sN>tawa rr Niglw ,0*16 :- 1qo Tro.zeD 11*2a111" t2114ffi b IiWitdklowhMl6a if $Kb.w44wWwtx TOM 7 Muwttaio •ddlllbirF "ndlpknlW. M l dhWtf * R 1a OW.-be -0 muvyQtIM17T+f;AtlMdpiMQ,2y7"M14VL 20 KAW91 •01 I1 Wba 94W Odor S11tiR ifAOM -S AM Z LIGHTING DETAILS - -OD -2 CUT SHEET McKee Carson and Field Sport Concepts, Ltd. reserve their common law copyright and other property rights in these drawings. AN ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reppnodtxed, 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 McKEECARS01 LANDSCAPE ARCHITECT CONSULTING ENGINEE' LAND PLANNERS 301 East High Street Charlottesville, VA 229012 1 p: 434 979 7522 f: 434 977 1194 www.mckeecarson.coM ! REFERENCES: NORTH RIDGE SITE PLAN: TIMMONS GROUP CONSOUDATED PLAT: THOMAS LINCOLN SURVEYORS REVISIONS DESIGNED ICS (OTHERS) CHECKED RBM V 08 Z 0810 D- LL LL W U N Z U Q0a W Q LM LUj Inim I—C D Z O 0V) O U Z Q LU oe 0 W W Q LU Z O J REVISIONS DESIGNED ICS (OTHERS) CHECKED RBM SCALE I DATE 08 PROJECT 0810 SHEET NUMBER OF 13