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HomeMy WebLinkAboutSDP202000077 Plan - Approved 2021-11-12GENERAL NOTES OWNER: WHITE GABLES II, LLC 912 MARSH LN CHARLOTTESVILLE, VA 22903 ENGINEER: COLLINS ENGINEERING 200 GARRETT ST, SUITE K CHARLOTTESVILLE, VA 22902 (434) 293-3719 TAX MAP NO.: 06000-00-00-02600 DB 2660 PG 218 TOTAL PROJECT AREA: TOTAL SITE AREA: 3.44 ACRES (PROJECT AREA: 2.28 ACRES) ZONING: C-O (COMMERCIAL OFFICE) WITH SPECIAL USE PERMIT ALLOWING RESIDENTIAL (MULTI -FAMILY) (SP-02-023). MANAGED SLOPES OVERLAY DISTRICT & ENTRANCE CORRIDOR OVERLAY DISTRICT RELATED SITE PLANS TO THIS AMENDMENT: SDP2003-34, SDP2004-96, SDP2005-74 & SDP2007-85 TOPO & SURVEY: SURVEY PROVIDED BY ROGER RAY & ASSOC, INC. TOPOGRAPHY IS FIELD SURVEY PERFORMED BY ROGER RAY &ASSOC, INC. IN JANUARY, 2009 AND UPDATED IN FEBRUARY 2020. TOPO FIELD VERIFIED BY COLLINS ENGINEERING IN JULY 2020. DATUM: NAD83, NAVD 88 EXISTING TERRAIN: PROJECT AREA IS CURRENTLY A GRASS & WOODED AREA ADJACENT TO COMPLETED PHASES OF THE RESIDENTIAL NEIGHBORHOOD EXISTING DEVELOPMENT: (3) MULTI -FAMILY CONDOMINIUM BUILDINGS EACH WITH (10) DWELLING UNITS FOR A TOTAL OF 30 RESIDENTIAL UNITS PROPOSED: (3) MULTI -FAMILY CONDOMINIUM BUILDINGS EACH WITH (14) DWELLING UNITS FOR A TOTAL OF 42 RESIDENTIAL UNITS WITHIN THIS PHASE. DENSITY: 30 EXISTING RESIDENTIAL DWELLING UNITS + 42 PROPOSED DWELLING UNITS = 72 DWELLING UNITS FOR 7.097 AC FOR WHITE GABLES DEVELOPMENT = 10.15 DU/AC. PROPOSED WATER SUPPLY PROTECTION AREA: NOT APPLICABLE WITH THIS SITE PLAN AMENDMENT WATERSHED / WATER RESOURCE AREA: RIVANNA RIVER DRAINAGE BASIN GREENWAY DEDICATION: NONE WITH THIS SITE PLAN AMENDMENT BUILDING HEIGHTS: 65 FOOT HT MAXIMUM ALLOWED, 65' MAX. HT PROPOSED PAVILION II - MAX. 4 STORIES PAVILION IV - MAX. 4 STORIES PAVILION VI - MAX. 3 STORIES SETBACKS: FRONT: 215', SIDE: 0', REAR: 0' PARKING: 10' FROM PUBLIC R.O.W. SUBDIVISION STREETS: EXISTING PRIVATE STREETS (PART OF THE OVERALL DEVELOPMENT) UTILITIES (WATER AND SEWER): COUNTY PUBLIC WATER AND SANITARY SEWER AGRICULTURAL/ FORESTAL DISTRICT: NONE LIGHTING: SEE LIGHTING PLAN PROVIDED WITH THIS SITE PLAN AMENDMENT. LIGHTING SHALL CONFORM TO ALBEMARLE COUNTY LIGHTING AND DARK SKY ORDINANCE. LANDSCAPING: A LANDSCAPING PLAN AS SHOWN HAS BEEN DESIGNED IN ACCORDANCE WITH ALBEMARLE COUNTY ORDINANCE SECTION 32.7.9. TRASH RECEPTACLES: EACH OF THE (3) BUILDINGS SHALL HAVE INTERNAL TRASH BINS WITH A PRIVATE TRASH SERVICE FOR COLLECTION. PHASING: THIS SITE SHALL BE DEVELOPED IN THREE PHASES, SEE PHASING PLAN SHEET 3 FOR DETAILS. PHASE III - BUILDING VI PHASE IVB - BUILDING II PHASE IVC - BUILDING IV PARKING: PARKING REQUIRED: (2) SPACES PER RESIDENTIAL UNIT (ASSIGNED PARKING) + 1 SP/ 4 UNITS FOR GUEST PARKING 1. (30) EXISTING RESIDENTIAL UNITS = 60 REQUIRED PARKING SPACES 2. (42) PROPOSED RESIDENTIAL UNITS = 84 REQUIRED PARKING SPACES 3. GUEST PARKING REQUIRED = 72 UNITS x 1 SP/4 UNITS = 18 SPACES REQUIRED TOTAL PARKING REQUIRED = 162 SPACES PARKING PROVIDED: 1. GARAGE PARKING SPACES = 147 SPACES 20 GARAGE SPACES PER BUILDING (PAVILION I, III, & V) = 60 SPACES 29 GARAGE SPACES PER BUILDING (PAVILION II, IV, & VI) = 87 SPACES (INC. 6 HAND. PARKING SPACES, PLUS (2) LOADING SPACES 12'x25') 2. ONSTREET PARALLEL PARKING SPACES = 25 SPACES TOTAL PARKING PROVIDED = 172 SPACES + (2) LOADING SPACES STREAM BUFFERS/FLOODPLAIN: NO FLOODPLAIN EXISTS ON THIS SITE PER FEMA MAPS 51003CO266D & 51003CO266D RETAINING WALLS: (1) RETAINING WALL IS PROPOSED WITH THIS PLAN AMENDMENT, SEE GRADING SHEET FOR INFORMATION. RECREATION: RECREATIONAL AREA WAS APPROVED AND BUILT WITH SDP 2003-34 (PHASE I OF THE WHITE GABLES DEVELOPMENT). THIS PLAN DOES NOT PROPOSE TO CHANGE THE RECREATIONAL AREA. LAND AREA (WITHIN 2.10 AC. LOD): PARKING AND TRAVELWAYS 0.31 AC. (14.8%) BUILDINGS: 0.81 AC. (38.6%) SIDEWALKS: 0.02 AC. ( 1.0%) TOTAL IMPERVIOUS AREA: 1.14 AC. LAWN/OPEN SPACE AREA: 0.95 AC. (45.2%) PAVED PARKING AND CIRCULATION AREA: 13,675 SF (0.31 AC.) CRITICAL SLOPES: SEE EXISTING CONDITIONS FOR THE LOCATION OF THE MANAGED SLOPES ON THE PROPERTY. BURIAL SITES: NO CEMETERIES WERE FOUND DURING FIELD INVESTIGATION OF THE SITE WITHIN THE LIMITS OF THE PROJECT AREA. STORMWATER MANAGEMENT: A DRY STORMWATER MANAGEMENT DETENTION CELL AND DRY SWALE SHALL BE CONSTRUCTED AS SHOWN ON THE GRADING AND DRAINAGE PLAN. ADDITIONAL WATER QUALITY NUTRIENT CREDITS SHALL BE PURCHASED TO ACHIEVE THE NECESSARY REMOVAL RATES FOR THE DEVELOPMENT. SEE VSMP PLAN FOR FURTHER INFORMATION. 1" = 50 C FOR PHASES III, IVB, & IVC ll A; Ll SAMUEL MILLER DISTRICT ALBEMARLE COUNTY, VIRGINIA �-7 NOTES: a r , u CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON THE PLANS, IF THERE APPEARS TO BE A CONFLICT, AND UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THE PLANS. THE CONTRACTOR MUST LOCATE ALL SURFACE AND SUB -SURFACE UTILITIES PRIOR TO ANY WORK ONSITE. ANY SIDEWALK AND/OR CURB DAMAGE IDENTIFIED IN THE SITE VICINITY DUE TO PROJECT CONSTRUCTION ACTIVITIES AS DETERMINED BY THE VDOT INSPECTOR SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. SIDEWALK WILL BE REPLACED AT THE DIRECTION OF THE VDOT INSPECTOR. ANY EXISTING SIDEWALK THAT IS CURRENTLY DAMAGED AND IN NEED OF REPAIR OR NOT IN COMPLIANCE WITH CURRENT STANDARDS SHOULD BE REPLACED AS PART OF THIS PROJECT / AS WELL. IN ADDITION, ANY EXISTING CC-12S ALONG THE PERIMETER OF THE SITE SHOULD BE UPGRADED TO MEET CURRENT STANDARD IF NEEDED. o ALL SIGNING AND PAVEMENT MARKINGS SHALL BE CONSISTENT WITH THE MUTCD. Y SPECIAL PERMIT CONDITIONS �z %Y `� 1. THE APPROVED FINAL SITE PLAN SHALL BE IN GENERAL ACCORD WITH THE CONCEPTUAL PLAN JANUARY 10 2003 REVISION �. ( ) ,V '; 0� (THE "CONCEPTUAL PLAN") AND SPECIAL PERMIT JUSTIFICATION DATED APRIL 22, 2002. MODIFICATIONS TO THE DESIGN OF THE yQ INTERIOR LOOP ROAD, APPROVED BY THE DIRECTOR OF ENGINEERING AND PUBLIC WORKS TO ACCOMMODATE FIRE TRUCKS, SHALL BE DEEMED TO BE IN GENERAL ACCORD WITH THE CONCEPTUAL PLAN. 2. AS SHOWN ON THE CONCEPTUAL PLAN, NO NEW STRUCTURES SHALL BE LOCATED IN THE FRONT (SOUTHERN) PORTION OF THE PROPERTY. THERE SHALL BE A MINIMUM DISTANCE OF TWO HUNDRED FIFTEEN (215) FEET BETWEEN THE SOUTHERN -MOST • `� diS >> STRUCTURE AND THE FRONT SOUTHERN PROPERTY LINE (SOUTHERN) Cam, : Y •� M J h v L� JNC rl N R coo ...,, � y.... �...... . _-�.. �\�� n� -...� R A��ss OqD ... r- d s 2 y I f&Tlki O r� t, ,' 5�x��~ " 3. THE ENTRANCE ROAD SHOWN ON THE CONCEPTUAL PLAN SHALL BE CONSTRUCTED BY THE APPLICANT TO AN URBAN ROAD �.� STANDARD FROM ITS JUNCTION WITH ROUTE 250 WEST TO THE INTERIOR LOOP, AND SHALL INCLUDE A SIDEWALK OR OTHER APPROPRIATE PEDESTRIAN PATH, CONSTRUCTED TO A STANDARD ACCEPTABLE TO THE DEPARTMENTS OF PLANNING AND ��.�t COMMUNITY DEVELOPMENT AND ENGINEERING AND PUBLIC WORKS, ALONG ONE SIDE CONNECTING THE INTERIOR LOOP TO THE PUBLIC SIDEWALK AT IVY ROAD. 4. ALL ROADS ON THE PROPERTY CONNECTING TO ADJACENT PROPERTIES AS SHOWN ON THE CONCEPTUAL PLAN SHALL BE CONSTRUCTED BY THE APPLICANT TO AN URBAN SECTION STANDARD, WITH A MINIMUM WIDTH OF TWENTY (20) FEET, FINAL WIDTH TO BE DETERMINED AT THE TIME OF FINAL SITE PLAN APPROVAL BY THE DIRECTOR OF ENGINEERING AND PUBLIC WORKS. \ ALL ROADS CONNECTING TO ADJACENT PROPERTIES SHALL INCLUDE A SIDEWALK OR OTHER APPROPRIATE PEDESTRIAN PATH ALONG ONE SIDE CONSTRUCTED TO A STANDARD ACCEPTABLE TO THE DEPARTMENTS OF PLANNING AND ENGINEERING AND ° =4w PUBLIC WORKS, PROVIDING A CONNECTION TO THE PUBLIC SIDEWALK ,Z �tiF �F \ S. AN ACCESS EASEMENT HAS BEEN DEDICATED ON THE SUBJECT PROPERTY FOR TRAFFIC FROM THE N/F KAPPA SIGMA PROPERTY a (TAX MAP 60, PARCELS 27 AND 278, OB 2226-218, 225 PLAT & DB 2706-163, 168 & 169 PLAT). THIS ACCESS SHALL BE / CONSTRUCTED BY THE APPLICANT TO THE SAME STANDARD AS REQUIRED IN CONDITION 4. 6. A CONSOLIDATED ENTRANCE WILL BE LOCATED TO THE WEST OF THE WHITE GABLES PROPERTY ON THE N/F KAPPA SIGMA PROPERTY (TAX MAP 60, PARCELS 27 AND 27B) AN ACCESS EASEMENT HAS BEEN DEDICATED TO CONNECT THE LEGAL RESEARCH GROUP PROPERTY (TAX MAP 50, PARCEL 25) TO THIS CONSOLIDATED ENTRANCE (DB 2226-218, 225 PLAT & DB 2706-163, 168 & 169 "•,� '"°� PLAT). )THE SEGMENT OF THE ACCESSWAY TO CONNECT THE WHITE GABLES PROPERTY TO THE LEGAL RESEARCH GROUP PROPERTY S® HAS BEEN CONSTRUCTED WITH THE PHASE II WHITE GABLES SITE PLAN. THE APPLICANT WILL CONTINUE TO WORK THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) AND THE COUNTY'S DIRECTOR OF ENGINEERING TO PHASE THE CONSTRUCTION OF THE iA,`/' ` RIGHT IN/RIGHT OUT ENTRANCE/EXIT ON THE WHITE GABLES PROPERTY TO REPLACE THE EXISTING ENTRANCE ONCE THE SAID CONSOLIDATED ENTRANCE IS CONSTRUCTED. / 7. WITHIN EACH PAVILION SHOWN ON THE CONCEPTUAL PLAN, THE LARGEST CONDOMINIUM UNIT SHALL BE AT LEAST THIRTY / (30) PERCENT LARGER, BASED ON FLOOR AREA, THAN THE SMALLEST UNIT WITHIN THE SAME PAVILION. j V \ 8. THE APPLICANT SHALL COMPLY WITH ALL REQUIREMENTS OF THE VDOT RELATED TO DESIGN AND CONSTRUCTION OF THE r S s ENTRANCE TO THE PROPERTY, AS OUTLINED IN ITS LETTER OF JANUARY 28, 2003 (ATTACHMENT H). THE APPLICANT SHALL BE RESPONSIBLE FOR THE COST OF A TRAFFIC SIGNAL AND ITS INSTALLATION (THE "SIGNAL") AT THE INTERSECTION OF ROUTE 250 WEST AND AN ACCESS POINT SERVING THE PROPERTY APPROVED BY VDOT AND THE COUNTY'S DIRECTOR OF ENGINEERING, AS PROVIDED IN THIS CONDITION. UNLESS THE SIGNAL ALREADY HAS BEEN INSTALLED, THE APPLICANT SHALL PAY TO THE COUNTY THE COST OF THE SIGNAL AS FOLLOWS: SA. PRIOR TO THE ISSUANCE OF A BUILDING PERMIT FOR THE FOURTH PAVILION, THE APPLICANT SHALL PLACE FUNDS IN ESCROW OR PROVIDE OTHER SECURITY ("SECURITY") ACCEPTABLE TO THE COUNTY IN AN AMOUNT EQUAL TO THE OVO 4 y4 \ 6" a COST OF THE SIGNAL (CURRENTLY ESTIMATED TO BE $140,000), WHICH AMOUNT SHALL BE CALCULATED IN THE YEAR IN ofAT WHICH THE SECURITY IS PROVIDED. THE SECURITY SHALL CONTINUE SO THAT IT IS AVAILABLE TO PAY FOR THE COST OF THE SIGNAL UNTIL TEN (10) YEARS AFTER THE DATE OF APPROVAL OF THIS SPECIAL USE PERMIT; SECURITY PROVIDED THAT IS NOT IN AN INTEREST -BEARING ACCOUNT SHALL BE ANNUALLY RENEWED, AND.THE AMOUNT OF THE SECURITY SHALL BE ADJUSTED EACH YEAR ACCORDING TO THE CONSUMER PRICi INDEX; IiE TRIP GENERATION: TRAFFIC IMPACT NUMBERS ARE BASED ON THE IiE TRIP GENERATION MANUAL, LOTH EDITION, CODE 220 WAS USED FOR THE DEVELOPMENT EXISTING 30 CONDO DWELLING UNITS PROPOSED 42 CONDO DWELLING UNITS ADT RATE - 7.32 VPD PER DU = 520 ADT (260 ENTER/260 EXIT) AM PEAK RATE - 0.46 VPD PER DU = 33 VPD (8 ENTER/25 EXIT) PM PEAK RATE - 0.56 VPD PER DU = 40 VPD (25 ENTER/15 EXIT) 8B. IF, AT ANY TIME UNTIL TEN (10) YEARS AFTER THE DATE OF APPROVAL OF THIS SPECIAL USE PERMIT, VDOT AUTHORIZES IN WRITING THE INSTALLATION OF THE SIGNAL, AND VDOT AND THE COUNTY'S DIRECTOR OF ENGINEERING APPROVE THE SIGNAL'S INSTALLATION BEFORE THE APPLICANT HAS OBTAINED A BUILDING PERMIT FOR THE FOURTH PAVILION, THE COUNTY MAY DEMAND PAYMENT OF THE COST OF THE TRAFFIC SIGNAL, AND THE APPLICANT SHALL PAY THE COST TO THE COUNTY WITHIN THIRTY (30) DAYS; AND 8C. THE COUNTY MAY APPLY THE APPLICANT'S SECURITY TO CONSTRUCTION OF THE ACCESS ROAD OR OTHER ELEMENTS OF THE FUTURE TRANSPORTATION IMPROVEMENT PROJECT OTHER THAN THE TRAFFIC SIGNAL. 9. THE APPLICANT SHALL PROVIDE BICYCLE FACILITIES AND WALKWAYS IN CONJUNCTION WITH ROAD IMPROVEMENTS TO IVY ROAD AS REQUIRED BY VDOT AND THE DEPARTMENT OF ENGINEERING AND PUBLIC WORKS IN CONJUNCTION WITH PRELIMINARY SUBDIVISION/SITE PLAN APPROVAL. LEGEND ROADS SHEET INDEX � EXISTING CULVERT r 0 DROP INLET & STRUCTURE NO. TITLE SHEET CURB COVER 1 EXISTING CONDITIONS 2 CURB &GUTTER OVERALL PHASING PLAN 3 PROPOSED ASPHALT LAYOUT & UTILITY PLAN 4 GRADING & DRAINAGE PLAN 5 " '' PROPOSED CONCRETE LANDSCAPING PLAN 6 PROPOSED PAVER (IMPERVIOUS) LIGHTING PLAN 7 LIGHTING DETAILS 8 BENCH MARK TOTAL SHEETS 8- VDOT STANDARD STOP SIGN 200 EXISTING CONTOUR APPROVALS DATE DEPARTMENT OF COMMUNITY DEYELOP�,IENT PLANNER/ZONING ENGINEER l INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARMENT OF TRANSPORTATION HEALTH DEPARTMENT � lri Qp WO Cl ISCOTT) R. LLINS� U Lic. No. 035791,E 10/06/21 �SSIONAL z O u ZU V) w 0 0 z O H w =1 ga z z z w w w O O..- 0�-. z Z . O O O w w w ¢ ¢ Q H z w O U a a W V) w 0 z 0 w Q Q a a N H o N 0 C ko m N N O rN C �cj M L n Obi Cy) C'7 N C'7 I 0 N Lli J W 0 U I i W U) LLJ U) Lli 0 N ui r) z W z W H V) W LZ W 0 r7 Q W 0 (j) U Lu __jM W (Q V L11 TH 1 Lu H I Lu O w a Lr) JOB NO. 202187 SCALE AS NOTED SHEET NO. 1 PITTS, P MURRY ZONING: CO COMMERCIAL THE HOWARD FAMILY TRUST (NING: CO COMMERCIAL OFFI, TAX MAP 60K PARCEL 8 USE: RESIDENTIAL VALENTINE, CARL MICHAEL SHANNON RUTTER VALENTINEZONING: CO COMMERCIAL OFFICE TAX MAP 60K PARCEL 1 USE: RESIDENTIAL KENRIDGE HOMEOWNERS & ASSOCIATION INC ZONING: CO COMMERCIAL OFFICE TAX MAP 60K PARCEL B1 USE: STORMWATER MANAGEMENT -) I SULLIVAN, PAUL FRANCISI TAX MAP ESI60K PARCEL ,ti I E WARDS, ROBERT L OR KAf EN USE: RESIDENTIAL PPFF CARR, HOWARD M TRUSTEE & ANNE MARIE ONING: CO COMMERCIAL 0 ICE r SULLIVAN, TRUSTEE I TAX MAP 60K PARCEL 1 Z ING: CO COMMERCIAL OFFI TAX MAP 60K PARCEL 2 ONING: TAX CO COMMERCIAL OF ICE S IDMORE, KAREN L COMMERCIAL UST USE: RESIDENTIAL 60LLIAM C WEATHERSBY & USE: RESIDENTIAL TAX MAP 60KESI PARCEL 4 Z NING: CO COMMERCIAL Of ICE CHARLOTTE F DANIEL, THOMAS M, TRUS E USE: RESIDENTIAL A NE, JAMES 111 & ALICE REN TAX MAP 60K PARCEL ING: CO COMMERCIAL OFFI U/T THOMAS DANIEL TRI� MALONE C APIN, PETER, TR OF THE USE: RESIDENTIAL TAX MAP 60K PARCEL 1 NING: CO COMMERCIAL 0 ICE ZO ING: CO COMMERCIAL OFFIC PETER CHAPIN TRUST & DIANE TAX MAP 60K PARCEL TAX MAP 60K PARCEL 5 CHA IN, TR OF THE DIANE CHA bn USE: RESIDENTIAL USE: RESIDENTIAL ZONING: CO COMMERCIAL OFFIC a03 USE: RESIDENTIAL TIAX-MAP-601F-PARCEC 7 - USE: RESIDENTIAL 602 E r 611 KENRIDGE HOA, INC ` s011 � \ ZONING: CO COMMERCIAL OFFICE 1 + TAX MAP 60K PARCEL Al USE: OPEN SPACE 398.34' -'".-- v t I + _ N19°4 '45"E ( 425.06 _ _.--•_ -_ �- �r _ `r� \ t 1 1 � � I �I I I, t+ +t \ _.. 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EAS MENT; YP. r a �tt`� C6 �.�„, . ~� �.. a�.~�, ~��___ i - / `� ��r �� DB 1896 P.237(plat) ` �' Y \ DB 738 P. 343 (plat) �G ° /' Y t �� a .. ���� � � ` \ ��.•- , � � � � 1 . r%�Y``>-"Y �' ,- `, �, SAN. MH. A t C13 u, t `t �(EXISTING FIRE rTOP=59o.1s' -t \ TREE PROTECTION r'J- , i '.. r --' - � r f INV IN=585.32' ' i / ` 1 / / EXISTING SANITARY f r r INV OUT=585.04' FENCING TYP. \ I HYDRANT TO BE / / \ 1 ..o ( ) HALT i EXISTING ASP / OREMAIN✓ r r f i RELOCATED EXISTING TREES TO 1 - 11 - r f r � TRAVELWAY �T J /+ J 8" w ROJECT LIMITS , 1 _ t 3 � . r EMOVED 1 I 01 1 I �. SETBACK AREA t, ASk-I z t BEREMOVED 20 & VARIABLE' WIDTH 'I I STOCKPILE •/ �, t �m I k y VEPCO-EASEMENT I I / / / 1 a .. t (.6.2561- i _ tv j LL!! I t - i 1 / J r - I I _ / 2.295 ACRES TMP 60 26 EXISTING SAN. SEWER o I \ �v \ \ WHITE GABLES CHARLOTTESVILLE LC EASEMENT TO BE VACATED,, -' J ✓ i / ,r C �. -► \ c o ROBINSON DEV GROUP INC TMP 60-26 ;;�.' '. I \ � / U I I cfl �` } f/ f I` 3.438 ACRES i,Q ~ i /0.282 A RE \ 30"` DB.2660, PG.218 ✓ ' ✓ J/ 11 EXISTING MAGNOLIA-' 1 SEDIMEN T C� t., 18„ / TRAP _ BEM LE COUNTY t ' s° r 14"/ / 1 -° Z,z. AG LIA TREE PROTECTION r 1 ✓ GE T SLO - .... r SINES r r- / y 30:01 \ 36, I FENCING (TYP.) PESJ, r OVERLAY (TYP )P ',-'y„ G0 AR „ „ gg „ Z� l (.0 � °1•-• � '�„x,r�'d �'�,rm,+Y+' a � , F C�`" �, ____.� _ 1 „ E „ g „ ,„ „ �„w..,. S �,,{�1x "l"I '" S72. 06'ds3, i+ i ' J'•/ E V'�i IRON n �� £ r r f 1 J? - '� 0 E' `T - , `n % , •C H E 6 QJ FOUND , _ r r' - i I EXISTING\ EXISTING STAGGERED ROW OFFICE BUILDING I I OF EVERGREEN TREES ON ADJACENT PROPERTY I I LINE BEARING DISTANCE L1 S27°5515511W 39.42 L2 S19°21'00"W 43.17 L3 S23°17'13"W 104.15 L4 S69°52'46"E 22.89 L5 S58°37'51 "E 20.89 L6 S68°44'25"E 25.39 L7 S23°17'13"W 35.70 LINE DELTA RADIUS ARC TANGENT CHORD CHORD BEARING C1 133'31'54" 75.00 174.79 174.70 137.84 S27°15'34"E C2 11°34'21" 320.00 64.63 32.43 64.52 S33°43'12"W C3 8'34'55" 85.00 12.73 6.38 12.72 S23°38'28"W C4 32°35'36" 35.00 19.91 10.23 19.64 S03'03'12"W C5 36°31'49" 75.00 47.82 24.75 47.01 S05°01'18"W C6 79°08'18" 105.00 145.03 86.77 133.77 S62°51'22"W C7 105°34'32" 17.00 31.32 22.39 27.08 S49'38'15"W C8 26*38'14" 185.00 86.01 43.80 85.24 S16°28'08"E C9 74°35'35" 22.00 28.64 16.76 26.66 S6TO503"E C10 38°41'37" 215.00 145.20 75.49 142.45 S85°02'02"E C11 35°37'43" 185.00 115.04 59.45 113.20 N8318'06"W C12 88'56'07" 22.00 34.15 21.59 30.82 S34°24'59"W C13 28'26'26" 138.00 68.50 34.97 67.80 SO4°10'08"W C14 22'54'25" 125.00 49.98 25.33 49.64 N08°22'1 YE C15 17°52'58" 22.00 6.87 3.46 6.84 N12'01'28"W C16 69'50'57" 215.00 262.11 150.12 246.17 N1013'24"E C17 34'49'09" 110.00 66.85 34.49 65.82 N27°44'17"E C18 3°26 31 221.00 13.28 6.64 13.27 N12'02 58 E C19 11 °51'25" 1952.90 404.14 202.79 403.42 S50°02'18"E C20 84°09'50" 75.00 110.17 67.72 100.53 S65°22'07"W C21 91 °30'26" 17.00 27.15 17.45 24.36 N26°47'45"W C22 26*11'25" 185.00 84.57 43.03 83.83 N32°03'11 "E C23 5°27'50" 140.00 13.35 6.68 13.35 N42°24'56"E T.M. 60 - 25 , f ROSSER ASSOCIATES / l �,, SAN. MH, A-1 D.B. 1083-50 D.B. 635-308 PLAT USE: OFFICE ' - ✓ ZONING CO / THE CHESAPEAKE & OHIO RAILWAY COMPANY D.B. 169-593, 594 PLAT COMMERCIAL OFFICE r' r j. r /; r �9. GRAPHIC SCALE 's 3 / - 7 / /S 7 , 30 0 15 30 60 / 1 ( IN FEET ) 1 inch = 30 ft. i r Wsco--- TT R. LINSZ' U Lic. No. 035791,E �'�'S'�OXAL 10/06/21 E� 11 F- z w 0 H H w w w z I � o 0 U U z g V) O ul E U Q U Q (� o 0 0 � m O w w o >o > O > O O 0 Qo � Q Q o o 0 z z w ¢ g 0 0 0 ¢ ¢ m a Q 0 0 a a WJ z O ,-i 1 rt I 0 o m ff XEM z 0 H 0 z O U z V) I_ ­II W 202187 ,lpor I SHEET NO. II�I ,J2 KENRIDGE HOMEOWNERS VALENTINE, CARL MICHAEL & ASSOCIATION INC THE HOWARD FAMILY TRUST SHANNON RUTTER ZONING: CO COMMERCIAL OFFICE - NING: CO COMMERCIAL OFF] E VALENTINEZONING: CO TAX MAP 60K PARCEL B1 PITTS, P MURRY TAX MAP 60K PARCEL 8 COMMERCIAL OFFICE USE: STORMWATER MANAGEMENT ZONING: CO COMMERCIAL FFICE USE: RESIDENTIAL TAX MAP 60K PARCEL 1 SULLIVAN, PAUL FRANCIS TAX MAP 60K PARCEL 6 USE: RESIDENTIAL TRUSTEE & ANNE ANCMARIE USE: RESIDENTIAL E WARDS, ROBERT L OR KA EN CARR, HOWARD M SULLIVAN,STEETRUSTEE ONING: CO COMMERCIAL 0 FICE Z ING: CO COMMERCIAL OFF]:TAX MAP 60K PARCEL 1 ONING: CO COMMERCIAL OF CE 5 IDMORE, KAREN L 2017 UST TAX MAP 60KESI PARCEL 2 TAX MAP 60K PARCEL 4 Z NING: CO COMMERCIAL OF ICE USE: RESIDENTIAL LLIAM C WEATHERSBY & USE: RESIDENTIAL DANIEL, THOMAS M, TRUS E USE: RESIDENTIAL A ONE, JAMES III & ALICE REN TAX MAP 60K PARCEL � CHARLOTTE F I ING: CO COMMERCIAL OFFI U/T THOMAS DANIEL TR MALONE C APIN, PETER, TR OF THE USE: RESIDENTIAL _ --- TAX MAP 60K PARCEL 1 NING: CO COMMERCIAL OF ICE ZO ING: CO COMMERCIAL OFFIC PE R CHAPIN TRUST & DIANE USE: RESIDENTIAL TAX MAP 60K PARCEL TAX MAP 60K PARCEL 5 CHA IN, TR OF THE DIANE CHA USE: RESIDENTIAL USE: RESIDENTIAL ZONI G: CO COMMERCIAL OFFICE TAX-MAPI-60K�ARCEL 7 USE: RESIDENTIAL x�Ic KENRIDGE HOA, INC ZONING: CO COMMERCIAL OFFICE TAX MAP 60K PARCEL Al USE: OPEN SPACE ' - M•..�---" ' N17°25'22"E 1.09' 823.40 398.34�----- - N19°4 '45"E ___.-•----' FROM CORNER IRON -___-- FOUND !�� 20'SEWER EAS 'ENT / D.B.3059-525) TMP 60-26C ' L PAVILION III PAVILIONI 30' & VARIABLE WIDTH PAVILION V C i EXISTING EXISTING li ACCESS EASEMENT PHASE 11 EXISTING CONDOMINIUM CONDOMINIUM ' DB 1896 P.237(plat) CONDOMINIUM HA SE I DB 738 P. 343(pl a t) ~` `'� 2.8 o ACRES o.63 ACRES 5 n� i J TMP 60-26 ,` ... _. f 20 & VARIABLE WIDTH C- PHASE i ---_ _ �-- � 0.86 ACRES -y��,,�,�.. VEPCO EASEMENT \ 20' WATERLINE (D.B.2561-704) EASEMENT; TYP. I I - �, D.B. 3059-532 _ ' t m Co �.< 20'WATER EASEMENT (D.B. co co m o I 3059-532) CA---- - .{-j 7- o I i 't7` . i 5' WIDE SIDEWALK ... } < f� 1. . .. ... '' C1� ...'.'. y rn - C17 j . IT! G� _ _. ^�77a - M AP •p� z r ...... 1 i - -- < 6 -I a . _ S .. .. --- - _ �.- $ cN l w.... _ - 65.67 zo'RAINJE D.. .. �.:) . �.„ P.2.-3 lot) m I i' i. .� -. < - DB 1896 /�P LIMITS OF PRIVATE 1 I �.v.. -{ TMP 60-26AA I f - l73 r- .''.. 30 ACCESS ESMT. C { '� _ _ --- ------ ---------- rn./ . /' /' \. ".,: f1ARRFl I 1(ll-IN CTF\A/ART 3 I + r..� 1 I -"' 1 r , � j I M11b BL G FLOOR AREA SMALLEST UNIT FLOORMIN FOR LARGEST UNIT PER CONDITION #7 FLOOR AREA LARGEST UNIT P II 2152 SF 2798 SF 3697 SF P IV 2152 SF 2798 SF 3697 SF PA, V VI 2152 SF 2798 SF 3697 SF PHASING PLAN SUMMARY PHASES I AND II - THESE PHASES ARE ALREADY COMPLETED. THEY INCLUDED PAVILIONS I, III, AND V, WHITE GABLES LANE, AND ROAD CONNECTING THE PROPERTY TO THE EAST. AS A PART OF PHASE I, THE RECREATIONAL AREA INSIDE THE WHITE GABLES LANE LOOP WAS ALSO BUILT. THE SIDEWALK ALONG THE EASTERN CONNECTION ROAD TO THE SHARED USE PATH ALONG IVY ROAD APPROVED WITH PHASE II WILL BE BUILT THROUGHOUTTHE PROPOSED PHASES III, IVB, & IVC. PHASE III - THIS PHASE WILL BEGIN AFTER PHASE IVC AND IS THE LAST PHASE OF THIS DEVELOPMENT. THE CONSTRUCTION OF PAVILION VI WILL OCCUR DURING THIS PHASE, AS WELL AS MILLING AND OVERLAY OF THE EXISTING WHITE GABLES LANE IN FRONT OF PAVILION VI. PHASE IVA - THIS PHASE IS ALREADY COMPLETED. THIS PHASE INCLUDES THE WESTERN CONNECTION (KENRIDGE PARK ROAD) AND SIDEWALK TO WHITE GABLES LANE. THIS PHASE WILL BE BUILT AFTER PHASE IVC. PHASE IVB - THIS PHASE IS REVISED FROM THE PREVIOUSLY APPROVED PLAN (SDP2007-85). THIS PHASE INCLUDES PAVILION II, THE PROPOSED DETENTION BASIN AND SIDEWALK ACCESS, THE 26' DRIVEWAY TO PAVILION II'S GARAGE, 2 PARALLEL PARKING SPACES ALONG WHITE GABLES LANE, GRASS PAVERS ALONG WHITE GABLES LANE FOR FIRE TRUCK ACCESS, AND MILLING AND OVERLAY OF THE EXISTING WHITE GABLES LANE IN FRONT OF PAVILION II AND DRIVEWAY ENTRANCE. PHASE IVC - THIS PHASE IS REVISED FROM THE PREVIOUSLY APPROVED PLAN (SDP2007-85). THIS PHASE INCLUDES PAVILION IV, THE PROPOSED DRY SWALE, THE 26' DRIVEWAY TO PAVILION IV'S GARAGE, 2 PARALLEL PARKING SPACES ALONG WHITE GABLES LANE, AND MILLING AND OVERLAY OF THE EXISTING WHITE GABLES LANE IN FRONT OF PAVILION IV AND DRIVEWAY ENTRANCE. THE SHARED USE PATH ALONG IVY ROAD, THE SIDEWALK ALONG THE EASTERN CONNECTION, AND THE SIDEWALK FROM IVY ROAD TO THE LOOP ROAD TO BE BUILT THROUGHOUT PHASES II, IVB, & IVC. I 1 11 1 1 TMP 60-26 WHITE GABLES CHARLOTTESVILLE LC c/o ROBINSON DEV GROUP INC 3.438 ACRES DB.2660, PG.218 LINE BEARING DISTANCE L1 S27°55'55"W 39.42 L2 S19°21'00"W 43.17 L-31 S23°17'1 YIN 104.15 L4 S69°52'46"E 22.89 L5 S58'37'51 "E 20.89 L6 S68°44'25"E 25.39 L7 S23°17'13"W 35.70 EXISTING OFFICE BUILDING ON ADJACENT PROPERTY LINE DELTA RADIUS ARC TANGENT CHORD CHORD BEARING C1 133°31'54" 75.00 174.79 174.70 137.84 S27°1534"E C2 11'34'21" 320.00 1 64.63 32.43 64.52 S33'43'12"W C3 8°34'55" 85.00 12.73 6.38 12.72 S23°38'28"W C4 32'35'36" 35.00 19.91 10.23 19.64 S03°03'12"W C5 36°31'49" 75.00 47.82 24.75 47.01 S05°01'18"W C6 79'08'18" 105.00 145.03 86.77 133.77 S62°51'22"W C7 105°34'32" 17.00 31.32 22.39 27.08 S49°38'15"W C8 26°38'14" 185.00 86.01 43.80 85.24 S16'28'08"E C9 74°35'35" 22.00 28.64 16.76 26.66 S67'05'03"E C10 38°41'37" 215.00 145.20 75.49 142.45 S85°02'02"E C11 35'37'43" 185.00 115.04 59.45 113.20 N83'18'06"W C12 88°56'07" 22.00 34.15 21.59 30.82 S34°24'59"W C13 28`26'26" 138.00 68.50 34.97 67.80 SO4-1O'08"W C14 22'54'25" 125.00 1 49.98 25.33 49.64 N08'22'13"E C15 17°52'58" 22.00 6.87 3.46 6.84 N12'01'28"W C16 69°50'57" 215.00 262.11 150.12 246.17 N10°13'24"E C17 34°49'09" 110.00 66.85 34.49 65.82 N27°44'17"E C18 3*26'31" 221.00 13.28 6.64 13.27 N12°02'58"E C19 11 °51'25" 1952.90 404.14 202.79 403.42 S50°02'18"E C20 84'09'50" 75.00 110.17 67.72 100.53 S65°22'07"W C21 91'30'26" 17.00 27.15 17.45 24.36 N26°47'45"W C22 26°11'25" 185.00 84.57 43.03 83.83 N32°03'11 "E C23 5°27'50" 140.00-1 13.35 1 6.68 13.35 1 N42'24'56"E T.M. 60 - 25 ROSSER ASSOCIATES D.B. 1083- 50 D.B. 635-308 PLAT USE: OFFICE ZONING: CO COMMERCIAL OFFICE IRON X9S 7 3 FOUND spn„. 30 GRAPHIC SCALE 0 15 30 60 ( IN FEET ) 1 inch = 30 ft. 120 OP�, SCOTT�R LINS�e, Lic. No. 035791 ,1� 10/06/21�� o��s`�jONAL ��Gl i- z w w w w z� F- F- o 0 z g z z z U U O a III III 2:V U � 2:z E 0 0 0 m o w � O ww zzzo 0 0 O � U U U ¢ ¢ o w v, w o z z H o 0 0 >Z a � a ¢ ¢ n o U) o 0 W --I a a > W r z 1� W N N N N ¢ M N d 00 O n N N O N MLEI n Q\i Ln z r M N N O N N W U) w 0 J Q U w D U) w U) (DrrQ� O (N z w z cW G Q z r) w I-- t---1 V) w 0 Q t!) w (Q V W F- H i z a z Q w Lu I- w w a W JOB NO. 202187 SCALE 1 "=30' SHEET NO. 3 ALBEMARLE COUNTY 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 THE WRGINIA 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. J. 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 J. 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 A DRAINAGE CHANNEL. 6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES Z UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS IN. 8. ALL EXCA VA T7ON FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). INSPECTIONS NOTES: GRAPHIC SCALE 1. ACCESSIBLE PARKING SPACES, ACCESS AISLES, AND ACCESSIBLE ROUTES SHALL BE TH 0� 5 0 2.5 5 INSTALLED IN ACCORDANCE WITH ICC ANSI A l l Z l -09. ll , 2. ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. C , ( IN FEET) J. WHERE THE FLOOD LEVEL RIMS OF PLUMBING FIXTURES ARE BELOW THE ELEVATION OF SCOTT R. LINS'Z 1 inch = 5ft. HORZ. THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER, THE U Lic. No. 035791 FIXTURES SHALL BE PROTECTED BY A BACKWATER VALVE INSTALLED IN THE BUILDING 50 0 25 50 DRAIN, BRANCH OF THE BUILDING DRAIN OR HORIZONTAL BRANCH SERVING SUCH �10/06/21 O FIXTURES PLUMBING FIXTURES HAVING FLOODLEVEL RIMS ABOVE THE ELEVATION OF � THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN PUBLIC SEWER SHALL NOT IpNAL E��1 ( IN FEET) DISCHARGE THROUGH A BACKWATER VALVE. 1 inch = 50ft. VERT. 4. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. NOTE: ACSA WILL REQUIRE A CCTV AND MANHOLE INSPECTIONS FROM A NASSCO CERTIFIED CONTRACTOR FOR THE EXISTING PRIVATE SANITARY SEWER LINE AND MANHOLES ON THE PROPERTY. ANY DEFECTS OBSERVED WILL NEED TO BE CORRECTED PRIOR TO TAKING OVER OWNERSHIP OF THE THE EXISTING PRIVATELY OWNED PORTION OF THE SANITARY SEWER OWNERSHIP OF THE PRIVATELY OWNED SEWER SEGMENTS MH A-4 TO MH A-2 SHALL BE TRANSFERRED TO ACSA PRIOR TO THE RELEASE OF ANY WATER METERS. CCTV AND THE MANHOLE INSPECTIONS OF THE PRIVATELY OWNED SEWER MAIN/MANHOLES, BY THE NASSCO CERTIFIED CONTRACTOR, WIL TRANSITION COBBLES FLUSH WITH \� I I'^`I j L____ ._ _-. ( I (_ i 'FZ7 - PAVING AT ALL sIDEWALKs AND I I I { I ( -- =DETERMINE ANY ADDITIONAL EFFORTS NECESSARY PRIOR TO DO NOT MORTAR JOINTS AS INDICATED BY LA IN THE FIELD, ACSA OWNERSHIP. UNLESS OTHERWISE NOTED. GOBBLES TO BE SET 6" (XI \' I I I ABOVE PAVED SURFACE ONLY _j i i REPLACE EXISTING 8"x6" TEE ALONG ENTRANCE ISLAND AND u " ALONG PUBLIC ACCESS ROADS. WITH NEW 8 x8 TEE. REPLACE I IQCATITortsLJOINTS Ar THESE EXISTING WATERLINE ' SECTION OF 8" WATERLINE FOR` �- EXISTING CONDOMINIUMS ` NEW 8 x8 TEE. TIE -INTO �•w��'" PAVED SURFACE. EXISTING 8" WATERLINE AFTER \�\/�/ / SEE DRAWINGS FOR DETAILS. o t aiY„a \„; wicrinic rnninnnninui inns a - -_ GYICTInIf RGNfI ANfI RGGf1RG x � 3 % COBBLESTONE WUMBO) EDGING TO BE SE"r,2" IX) ABOVE PAVED SURFACE. SECURE COBBLESTONE WITH 3" MORTAR BASE ROAD NOTES. PA VEMENT 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECTION. 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS PLACED. J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION FOR TYPE I ll OR III PRIOR TO PLACING AGGREGATE BASE. 4. THE REQUIREMENTS TO PUGM/LL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS BEGINNING AT THE COMPLETION OF THE INSTALLATION OF THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, THE PUGMILL REQUIREMENT WILL APPLY. 5. THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE. 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPACTION BEFORE SURFACE TREATMENT IS APPLIED. Z PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT (PRIME COAT RC-250 ® 0.3 GAL.ISQ. YD.). 8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICA TIONS. 9. ENCROACHMENT- POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO NOT ENHANCE A ROADWAY'S CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED WITHIN THE RIGHT OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY PERMIT ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTATION MAY BE LOCATED WITHIN THE STREETS RIGHT OF WAY. I 1 {(J 0 0ll r f � �{ c .'� F7 •ea9.'� .ram ws ,�,s .cm n "s tk ra -- �� M a LL 60 rI 10 3 FDC(PRIVATE) ! I NOTE: PROPOSED STACKED �sJ PARKING SPACES ARE TO BE I I d 9' 2 ASSIGNED TO THE SAME RESIDENTIAL UNIT (TYP.) I r�, F� I % C S % �; 4 x ''�n"GRA'R,UlC S12.4 10 20 40 ( IN FEET ) 1 inch = 20 ft. PROPOSED 1" SM-9.5 OVERLAY EXISTING PAVEMENT EX. STONE� SUBBASE < / �� COMPACTED% SUBGRADE ASPHALT PAVING - MILL/OVERLAY NO SCALE 80 2" SM SURF/ 8" 21 BASE COMP SUBGF ASPHALT PAVING - LIGHT DUTY PARKING SPACES NO SCALE 2" SM-9.5' SURFACE C 610 \' EXISTING __ GROUND - - 8" G.V. 8" CLASS `- ---�---- - ---- -_ 52 D.I. WATERLINE 3.5' 8"x6" REDUCER IN. 6" CLASS 6"x4"TEE 05 52 D.I. _ WATERLINE _ 8"x8" I 6"22.5• TEE BEND 6"x4"TEE FOR METER VAULT 6"x6"TE i 6 6"22.5 8"x6" BEND �'x4*REDUCER I 4" 45 BEND 00 TEE FOR HYDRANT -ASSEMBLY FIRE - 8"x6" REDUCER 6'x6" TEE FOR FIRE Ij- HYDRANT 4" G.V. ASSEMBLY Zi� d 00 NCI NN C; NN O 0 .0 0p0p O O o O O o � O O o �m O IU+DU ll+uu 11t3U lz+uu lz+ou la+uu WATERLINE PROFILE 20' DRAIN DB 1896 P.2` D8 738 P. 3 T L ADS NYLOPLAST YARD / ROSSER ASSOCIATES ---OHE----OHE- DRAIN SYSTEM SHALL-OHE----OHE----OHE----OHE----OHE-- -OHE-- -OH / / ZONING: CO COMMERCIAL OFFICE CONNECT TO ROOF LEADERS-`` AND COLLECT SURFACE RUNOFF =\~-� / TAX MAP 60 PARCEL 25 FROM DRAIN BASIN INLETS e� /�� USE: OFFICE ppfl d � s / BASEMCOURSE (lM-19) (VARIABLE WIDTH) 5" 21-A SUB -BASE COURSE \ /�//�//\ /\% 4„ CONC. COMPACTED / / / / ,• SUBGRADE ASPHALT PAVING - HEAVY DUTY 4" 21-A STONE BASE DRIVE AISLES CONCRETE SIDEWALK NOTES:��o/ LINES FROM THE 1. ALL WATERLINES, SEWER LINES, AND FIRE MAIN TO THE STRUCTURE LOCATED ON PRIVATE PROPERTY'° MUST HAVE A VISUAL INSPECTION PERFORMED BY THED° BUILDING DEPARTMENT. 2. A KNOX BOX WILL BE REQUIRED FOR PAVILIONS II, IV, & VI. LOCATION OF KNOX BOX TO BE COORDINATED WITH THE / SAN. MH. A-1 / FIRE MARSHAL'S OFFICE BEFORE INSTALLATION. 3. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. I,l,�l�l Z O U) aCL Z U' w 00z z O H `) U / w z z z E � � U U U O O O Ln U) Lf) 0 0 0 0 ¢ ¢ ¢ w N N N N N d\ 00 CD N N O [V C M m n O\i C) ul z r� (M C7 N T N O 0) N N W W 0 Q I w U) I= W Lli U) w NO r �\ V CD N z W 2 0 z We G Q z W z F-i Q V ) O ©C as O W � J m Q W F_ TH i w H Lu w In a� LO JOB NO. 202187 SCALE 111=20' SHEET NO. 4 NO SCALE HA . ", -,` ,•.. ___._ GRADING - 1 THE LATEST EDITION OF THE ROAD &BRIDGE SPECIFICATIONS THE ROAD &BRIDGE STANDARDS OF THE I/IRGINIA DRAINAGE AREA DESCRIPTIONS Drainage Area Area (Acres) Cw BLDG VI TO Al 0.06 0.90 BLDG VI TO A3 0.07 0.90 BLDG VI TO A4 0.07 0.90 A6 0.02 0.60 A7 0.01 0.60 BLDG VI TO A9 0.07 0.90 A9 0.06 0.50 A10 0.06 0.73 All 0.05 0.90 A14 0.08 0.57 B 1 0.13 0.40 B2 0.01 0.75 BLDG IV TO B4 0.13 0.90 BLDG II TO B5 0.06 090 BLDG IV TO B6 0.14 0.90 BLDG II TO B6 0.07 0.90 B7 0.08 0.80 BLDG H TO B8 0.07 0.90 BLDG II TO B9 0.07 0.90 B14 0.16 0.41 B15 0.02 0.50 B 16 0.04 0.42 B17 0.01 0.60 S WALE 0.06 0.30 BASIN 0.16 0.37 DEPARTMENT OF TRANSPORTATION SPECIFICA7ONS SHALL GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT. \ 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE ENTIRE ROAD - T~ \ RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SA77SFACTION OF THE .,\ ENGINEER. J. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE EN77RE EASEMENT. OTHER - y \ ... TREES AND VEGETATION WHICH OBS7RUCT SIGHT DISTANCES AT ROAD INTERSEC77ONS SHALL BE REMOVED. 4. ALL VEGETA7ION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCTION i I OF THE SUBGRADE. \� �AGNIc i it i i DRA/NAG£. _ 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP W/TH A MIN/MUM COVER OF ONE _ (1) FOOT OR AN APPROVED VDOT PIPE MATERIAL. I� 2. STANDARD UNDERDRA/NS (CD-1 OR CD-2 OR UD-4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE �FIELD CONDITIONS INDICATE. -J. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM -" \ ^�, ACCORDANCE WITH THE WRGINIA DEPARTMENT OF DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDAN -- ---- ' 1RANSPORTA770N SPECIFICATIONS UNLESS OTHERWISE NOTED ON PLANS. I.: 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SA 17SFACTION OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. J J , 4r,­ ti I � 8WALE _ ^ <;.a-�:*�as�; -----.:s�s�,x .,::, R -- -�, -tied .-.^c�.nR..n. -----��779 ------------- --- -----------------•-W...=-�.....,^o••..^ /--------------------------------------- - --- - - RI-��a.mm-mma----w----=t•t•r-mmm--------r.as•�� mmmmmmmmmm......... mm.... - 5 , !r DRY SWALE A -------- rrr �_�! 1^ ___ /" ---- r- ---______--------------------------------------------------7 ------------------' - �``\°------- �' B% C T r / - - BASIN _.._ ._... . 7W=596.00-•' 'T`N=596. e�596 _ � t 4..--BW=596.0o BW=59o.25 a5 ti•n � �W J)'1 Mr, � �m iiy ry, � - . .._ x ". �r... ,. ._. .� _. r-. ..- .` �. .. ... ._ r r r �'' -- � r .,, - 5� r / / € 3,,.r�""C'u„�mu++``` \cc �' x �h .mts mute 'hj"Owl ROOF DRAIN AND YARD INLET DESCRIPTIONS STR. NO. PIPE INFORMATION INLET INFORMATION COMMENTS DIA. (in.) LENGTH (ft.) SLOPE (%) INVERT IN INVERT OUT MATERIAL INLET TYPE RIM ELEVATION Al CLEANOUT 605.67 6" CLEANOUT Al-A2 6 31.00 0.97% 604.17 603.87 HDPE A2 CLEANOUT 605.67 6" CLEANOUT A2-A3 6 93.00 1.00% 603.87 602.94 HDPE A3 CLEANOUT 605.50 6" CLEANOUT A3-A4 8 141.00 0.90% 602.77 601.50 HDPE A4 CLEANOUT 605.00 6" CLEANOUT A4-A5 8 10.00 5.01% 601.50 601.00 HDPE A6 INLET 606.90 12" ADS GRATE INLET A6-A7 6 20.00 1.00% 605.40 605.20 HDPE A7 INLET 606.90 12" ADS GRATE INLET A7-A8 6 19.00 2.58% 605.20 604.71 HDPE A8 CLEANOUT 607.20 6" CLEANOUT A8-A9 8 11.00 1.01% 604.54 604.43 HDPE A9 INLET 607.50 12" ADS GRATE INLET A9-Al0 8 25.00 1.00% 604.43 604.18 HDPE A10 CLEANOUT 606.17 6" CLEANOUT A10-All 8 82.00 1.50% 604.18 602.95 HDPE All INLET 605.75 12" ADS GRATE INLET All-Al2 8 18.00 1.99% 602.95 602.60 HDPE Al2 CLEANOUT 606.20 6" CLEANOUT Al2-A4 8 11.00 9.95% 602.60 601.50 HDPE A14 I i INLET 606.25 12" ADS GRATE INLET A14-A10 6 1 9.00 4.43% 604.75 604.35 HDPE x VAR. WIDTH SWM FACILITY &- ACCESS EASEMENT DB.561g, I1 G.597-6z9 ROOF DRAIN AND YARD INLET DESCRIPTIONS STR. NO PIPE INFORMATION INLET INFORMATION COMMENTS DIA. (in.) LENGTH (it.) SLOPE (%) INVERT IN INVERT OUT MATERIAL INLET TYPE RIM ELEVATION B1 INLET 606.20 12" ADS GRATE INLET Bl-B2 6 20.00 1.00% 604.70 604.50 HDPE B2 INLET 606.67 12" ADS GRATE INLET 132-84 6 55.00 2.24% 604.50 603.27 HDPE B4 CLEANOUT 605.40 6" CLEANOUT B4-B5 8 26.00 8.00% 603.27 601.19 HDPE B5 CLEANOUT 603.96 6" CLEANOUT B5-B6 10 69.00 1.00% 601.02 600.33 HDPE B6 CLEANOUT 602.60 6" CLEANOUT B6-B7 10 26.00 13.96% 600.33 596.70 HDPE B7 INLET 598.70 12" ADS GRATE INLET B7-B8 12 146.00 1.50% 596.53 594.34 HDPE B8 CLEANOUT 598.00 6" CLEANOUT B8-B8A 12 10.00 1.49% 594.34 594.19 HDPE 138A CLEANOUT 597.70 6" CLEANOUT 88A-B9 12 71.00 1.50% 594.02 592.95 HDPE B9 CLEANOUT 597.50 6" CLEANOUT 69-610 12 19.00 1.96% 592.95 592.58 HDPE Bl0 CLEANOUT 597.40 6" CLEANOUT B10-Bll 12 16.00 2.42% 592.58 592.19 HDPE Bll CLEANOUT 595.20 6" CLEANOUT 1311-1312 12 4.00 17.28% 592.19 591.50 HDPE B12 CLEANOUT 593.50 6" CLEANOUT 812-813 12 16.00 34.38% 591.50 586.00 HDPE -_ - r r / OHE - T -;�qHE ��--i5$�--OHE / �\ off r r' ROSSER,/ASSOCIAIOHEr"---OHE-- OHEj' 'R OSED SEGMENTED' ' l I r r r r ZONING. CO 'COMMERCIAL OFFICE _ -_ __ __ :,. 4 NG WALL r ,P OP , _ TAX MAP 60 PARCEL 25 ' _ - L, MAX8' RETANI WA ��.� HANDRAIL, AX HT J r r - ` `_ _ _ TW=596,BW=590 ,.. P� USE: OFFICE �` / ADS NYLOPLAST YARD ROOF DRAIN AND YARD INLET DESCRIPTIONS STR. NO. PIPE INFORMATION INLET INFORMATION COMMENTS DIA. (in.) LENGTH (ft.) SLOPE (%) INVERT IN INVERT OUT MATERIAL INLET TYPE RIM ELEVATION SWALE RISER 601.90 12" RISER W/ DOME TOP SWALE-137 10 69.00 4.64% 599.90 596.70 HDPE B14 INLET 605.00 12" ADS GRATE INLET 1314-134 6 24.00 0.98% 603.50 603.27 HDPE B15 INLET 602.85 12" ADS GRATE INLET B15-135 6 16.00 1.00% 601.35 601.19 HDPE B16 CLEANOUT 602.00 6" CLEANOUT B16-1317 6 27.00 1.01% 600.00 599.73 HDPE B17 CLEANOUT 602.00 6" CLEANOUT B17-B19 6 18.00 1 1.82% 599.73 599.40 HDPE B19 CLEANOUT 600,90 6" CLEANOUT 619-1310 6 007 7.55% 599.40 595.40 HDPE BASIN RISER 589.20 24" RISER W/ DOME TOP BASIN- OUT 86.94 0.92% 584.80 584.00F HDPE DRAIN SYSTEM SHALL CONNECT TO ROOF LEADER AND COLLECT SURFACE RUNOFF FROM DRAIN BASIN INLETS TREE PROTECTION FENCING (TYP.) VAR. WIDTH 0 SWM FACILITY ACCESS EASEMENT b.56ig, PG.597-61g NOTE: ALL ROOF DRAINAGS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC ` NUISANCE AND NOT OVER SIDEWALKS. r P - GRAPHIC SCALE r / r 20 0 10 20 40 /,80 r `' - , r / ( IN FEET) r 1 inch = 20 ft. r r OP71 SCOTT/R.'�SLLINS� Lic. No. 035791,E 10/06/21 o� 1*101VAL E�G1 W N N N N CD N r m o 0 0 m N N O N M Ln ^ CA C� in z O ti C'7 C'7 N i N O C� N N Q W J J_ U) W O � 1 Lct C) Lu U) LLJ F_ rQ V O N z uw z cW G Q z C W H W (� V J Q 10L H 0 oZS F"1 W W L.J uj F_ 1T� i Lu -1 buj ~ 0 Lu 2 a U, JOB NO. 202187 SCALE 111=20' SHEET NO. 5 Conservation Plan Notes: 1992 1.ALL TREES TO BE PRESERVED AND PROTECTED SHALL BE MARKED WITH PAINT OR RIBBON AT A HEIGHT CLEARLY VISIBLE TO EQUIPMENT OPERATORS. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE MARKING HAS BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT. 2. HEAVY EQUIPMENT, VEHICULAR TRAFFIC, AND THE STORAGE OF CONSTRUCTION MATERIALS AND SOIL SHALL NOT BE PERMITTED WITHIN THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. 3. TEMPORARY EROSION CONTROL MEASURED AND/OR PERMANENT STORMWATER MANAGEMENT FACILITIES LOCATIONS SHALL BE COORDINATED SUCH THAT THEY SHALL NOT ADVERSELY AFFECT TREES TO BE PRESERVED AND PROTECTED. 4. FIRES SHALL NOT BE PERMITTED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. 5. TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. 6. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE PROTECTIVE FENCING HAS BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT. 7. WHEN TRENCHING FOR ANY KIND OF UNDERGROUND WATER, SEWER, ELECTRICAL, CABLE, TELEPHONE, OR OTHER UTILITY SERVICE IS NECESSARY E V SARY WITHIN THE LIMITS Orr TREE PROTECTION OR BEYOND THE LIMITS OF CLEARING, THE SEPARATION FROM THE TRUNKS OF TREES SHALL BE MAXIMIZED TO THE FURTHEST EXTENT POSSIBLE. TUNNELING SHALL BE REQUIRED WHEN DEEMED, BY THE COUNTY ENGINEER, THAT TRENCHING WILL SIGNIFICANTLY DAMAGE FEEDER ROOTS OF TREES TO BE PRESERVED AND PROTECTED. 8. ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM OF ANY TREE TO BE PRESERVED AND PROTECTED SHALL BE REPAIRED IMMEDIATELY, IN ACCORDANCE WITH THE PRACTICES IN THE EROSION AND SEDIMENT CONTROL HANDBOOK. CARE FOR SERIOUS INJURIES SHALL BE PRESCRIBED BY A PROFESSIONAL FORESTER OR TREE SPECIALIST. 9. SOILS WHICH HAVE BEEN COMPACTED, OVER THE ROOT ZONES OF TREES TO BE PRESERVED AND PROTECTED, SHALL BE AERATED BY PUNCHING HOLES WITH AN IRON BAR EVERY 18" OVER THE ROOT ZONE. THE BAR SHALL BE DRIVEN 12 DEEP AND MOVED BACK AND FORTH IN EACH HOLE UNTIL SOIL IS LOOSENED. FENCING AND ARMORING ONCE CORRECT METHODS OF TREE FENCING dam- CORRECT TRUNK ARMORING OM .o TRIANGULAR BOARD FENCE 1 AN SP yr�c �r : 13" (/�,,�GN C`>'l I A \ QP ACCE S EASE EN TY , I� - x 1 IM 6 HI` 1 JD 2 C I 9 IV 4 F rr S Q # r 01 ' -4 I G �•O O 3.38 Plate 3.38-2 County ufAlbcmarle Cuitscrvation Plan Checklist ro, be placed an Land3rape. Plans (Handbook, pp 111.234-111 297 for complete specifications) 1. The fullowhi- Items shall be shown an the plan: Ticea to bo saved; ® Liadls ufcteating(iiulpidn diiphua of trees In be saved); Location and type of protectivetencing; ® Grade cbaugesrequiringtree wells orwalt5; proposed trenching er tutuiefing beyond the limits of clearing. 2, INIarki-1: EI All truc3 to be savod shall be marked with priid,or ribLaa at altefght pleutty visible to equipment opelatom. El No. grading shall beginuntil the tree ntadtuig has beta inspected and approved by a County Inspector. J. Pre-Cotatrucll—Cmderence: -U 'free lxescivatiun and prutwbun measures shalt be reviewed with tho—a—Wr on site. q. Eapilintent Opmation and Stone: 0 Heavy equipment, vehicular tratYic and storago of construction materials including soil shall not be penlutted within tho dripfitie3 of trees to be saved. $. Soul Le—I.n and St ... i.ater Detention Dev1— © Sucitdeviv:sahallnutudvvrsclyuIIeclLsroslobusuvvxi. 6, Fires: � Fires are uW [ penlumad within t � feat of tkta driphnt of trsxs [o be saved. 7. '1'otic bkdehals: © Toxic niatuiahi shrall not t, stored within l00 feet ot•dic dlipline of urw to be saved. $, P-tective Fesiclne: � Trees to berettrined willdu 40 feet of apropuaadbuildfug uI gauduag ix;.livity shall be piutected by fniciug. FCl patcing shall W in place and shall be inspected and approved by a Ccutity Inspector prior to grading or construction. 9. 'free Wells: Il When the ground level must be raised within the (bipline of a tree to be saved, a net well stall be provided raid a construction detail submitted for approval. 10. "free Walls: When (lie ground level must be lowered within the diipluno a tree to be raved, a tixe sv-ull shall W piuvided, mid a :.uttlUll•:Uundetail submitted for approval 11, Trenchin gad Tunaeifne: El When treaNhiug is acquired within the Hinits of cleating, it shall be Joao as far away front the honks of tn:a3 as possible.'1'mmcling under a large tie shall be wnsidetad iis no altemative when it is anticipated that necessary trenching will destruy tee;ter roots. 12. Cleanup: U) protective fencing shall be the lost itents removed during the final cleanup. 13. Dana...IT.­: W Damaged bees shall be treated unmediaiely bypmning, feifilization or other methods recommended by a tree specialist. NOTE: IT IS TIM DEVELOPER'S RESPO\SIBIL1fY TO CONFER WMI THE CONTRACTOR ONTREE CONSERVATION %� REQUIREalEIYfS. t wo✓ Fyn U 5/24/21 OWNER'SLONATURE ,/ (DIY(E) CON FRAUF PURCHASER SICN.Vf URE (DATE) 5/1[06 Ne I of 1 NO TES.- 1. ALL TREES TO BE PLANTED SHALL MEET THE SPECIFICATIONS OF THE AMERICAN ASSOCIATION OF NURSERYMEN. THE PLANTING OF TREES SHALL BE DONE IN ACCORDANCE WITH EITHER THE STANDARDIZED LANDSCAPE SPECIFICATIONS JOINTLY ADOPTED BY THE VIRGINIA NURSERYMEN'S ASSOCIATION, THE VIRGINIA SOCIETY OF LANDSCAPE DESIGNERS AND THE VIRGINIA CHAPTER OF THE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS, OR THE ROAD AND BRIDGE SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION. 2. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALL Y AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. J. THE LANDSCAPING PLANTS AND TREES ADJACENT TO THE SIGHT DISTANCE TRIANGLE WILL NEED TO BE MAINTAINED IN THE AREA BETWEEN 2' AND 7' ABOVE GROUND AS CLEAR ZONE TO PRESERVE SIGHT LINES AND ACCOMMODA TE PEDESTRIANS, LANDSCAPING CAL COLA TIONS: TOTAL PROJECT AREA 2.28 AC): 99 317 SF CANOPY REQUIRED 20A.) 19,865 SF PROPOSED NEW TREE CANOPY- 40, J51 SF EXISTING TREE CANOPY TO REMAIN 0 SF ON-SITETOTAL TREE 40, J51 SF LANDSCAPING PLANT SCHEDULE SYM BOTANICAL COMMON NAME TREES QP QUERCUS PALUSTRIS PIN OAK BN BETULA NIGRA RIVER BIRCH ASL ACER SACCHARUM'LEGACY' LEGACY SUGAR MAPLE AR ACER RUBRUM RED MAPLE UNDERSTORY TREES CF CORNUS FLORIDA'APPALANCHIAN SPRING' APPALANCHIAN SPRING DOGWOOD PY PRUNUS YEDOENSIS YOSHINO CHERRY EVERGREEN TREES MG MAGNOLIA GRANDIFLORA'LITTLE GEM' LITTLE GEM MAGNOLIA JV JUNIPERUS VIRGINIANA'EMERALD SENTINEL' 'EMERALD SENTINEL' EASTERN RED C SHRUBS IM ILEX x'MARY NELL' MARY NELL HOLLY IV ITEA VIRGINIA'HENRY'S GARNET' HENRY'S GARNET SWEETSPIRE IG ILEX GLABRA'NIGRA' NIGRA INKERRY HOLLY IL ILEX VERTICILLATA'RED SPRITE' RED SPRITE WINTERBERRY HI HAMAMELIS x INTERMEDIA ARNOLD'S PROMISE WITCH HAZEL HQ HYDRANGEA QUERCIFOLIA'SNOW QUEEN' OAKLEAF HYDRANGEA VC VI BURN UMX BURKWOODII BURKWOOD VIBURNUM JD ILEX V ERTI CLI LATA'J I M DANDY' 11M DANDY WINTERBERRY CS CORN US SERICEA RED TWIG DOGWOOD FG FOTHERIGILLA GARDENII DWARF FOTHERGILLA TOTAL CANOPY SIZE (CANOPY (sfl QUANTITY COVERAGE (Si) 3"cal. 471 10 4,710 3" cal. 535 2 1,070 3 " cal. 195 1 195 3 " cal. 452 1 6 1 2,712 3"cal. 124 9 1,116 U-7' ht. 99 4 396 6'-8' HT 82 15 1230 8'-10' HT 27 26 702 24" ht. min 97 5 485 24" ht. min 64 56 3,584 24" ht. min 188 42 7,896 24" ht. min 88 48 4,224 24" ht. min 113 40 4,520 24" ht. min 97 21 2,037 24" ht. min 22 37 814 24" ht. min 76 3 228 24" ht. min 72 22 1,584 24" ht. min 1 51 58 2,958 40,461 I YC AMORE t. (I ���„ �.>4 J 20' SEWER E SM..E. t` I )S� RUCE CEDE._ _ Df3 1890 P. 2 /(plot) - 7 / •_�:.. �j 7" Dd 73£3 P. 343�p1at� -=-- - - - - -I----------------'(I - 1 \ 1\ \ J *: �. ~ �( i_.: 20'& VARIABLE WIDTH _ ---- ' 1 / I ) l r y) VEPCO EASEMENT I , 7_1 -- rERLINEZO VA (D.B.2561-704) SPRUCE C - SAN, CO. D.B.Ln EASEMENT J ." ,50�9-532) J� I t r h h �,; ��,��'��.-JS/ - _ I . 11 _ - T-OP-=o05,76' f '^`'� / - / l It( PAVILION Vi �I I PARKING LEVEL FFE=607.67 r y> 5 HI I r 31IM 6 VC 1 IV r ff 111 r i .C) f t f } # # # L x x L1 CF x nctl` mull` �3,y� ryhrmrm� 3''yirmnr� �°hnyf��� �,yh x1�h�Rn�c� 1 QP W TREES UP TO 4" CAL. SHALL BE STAKED WITH 2-2"x2" HARDWOOD STAKES. i TREES OF 4" CAL. OR LARGER SHALL BE I I ) GUYED WITH 3 EQUALLY SPACED, TWISTED /r DOUBLE STRAND #12 GAUGE WIRE _ AND TURNBUCKLES. LOOP HOSE AROUND \� / WITH RUBBER HOSE & TURNBUCKLES / TRUNK. FLAG WIRES WITH COURVEY TAPE. 2"x2" HARDWOOD STAKE REFER TO SPECIFICATIONS FOR FURTHER INFORMATION CUT & REMOVE BURLAP FROM TOP 1/3 OF BALL AS SHOWN SCARIFY SUBSOIL TO 4" MIN. DEPTH MULCH SAUCER r GUYWIRES WITH RUBBER HOSE AND \1` TURNBUCKLES 2/3 UP TREE FINISHED GRADE 2"x2" HARDWOOD STAKES, ALIGN I TREES 4" A 4" CAL. SHALL A SBA TOP OF STAKES TREES W CAL. OR LARGER SHALL B GUYED WITH 3 EQUALLY SPACED i TWISTED, #12 GAUGE WIRE WITH HOSE MULCH SAUCER 1 3 F TR AND TURNBUCKLES. LOOP HOSE AROUND TRUNK ABOVE BRANCHES AMENDED SOIL MIX = `` ' ; ""` .ci. — AS SHOWN, FLAG WIRES WITH COURVEY TAPE. REFER TO SPECS FOR ADDITIONAL INFORMATION. ,' . .o:'.: ?i:...: AMENDED SOIL MIX Fi II III—f7F-- COMPACTED SUBGRADE CUT AND REMOVE BURLAP FROM TOP •:;' I I III II 1/3 OF BALL AS SHOWN SCARIFY SUBSOIL TO 4" MIN. DEPTH t( = Tree Planting and Staking Detail COMPACTED SUBGRADE Not To Scale _. 26 JV 1 QP _. _. _- SZONING: CO /COMMERCIAL C)f-FICE � - - - ' _ ��� I'd -r - - � � = 1 QP . ,, f i i i t / 7 r TAX MAP 60 PARCEL 25 �`����`;1�BN USE: OFFICE - r '5 HI ' f A' GCS 44 KED. E SAN. MH. A-1 GRAPHIC SCALE ' 20 0 10 20 40 80i / ( IN FEET) \` / / 1 inch = 20 ft. i / l If kR.1NS,,` SCOT Lic. No. 035791 t1� 10/06/11 �,4 o� 1*10NAL E��10 4 I-- z W ❑ F_ i z z z W W W z P P P O O z C) E 0 E W U M 0 Q Q Q �o-•0 W 0O h- -•-• I- f- w w ZV) o a>>�oo O O ce 0 0 0 Q Q z o m m w o o > J W C� W Q� WW 13� Z Z E ❑ ❑ ❑ a n. W1 as H C� W N N N N N N Q M 00 o 0 ❑ N N O N ram.{ M 11 n M F_ z U-i 0 z LU G Q z CL W z H � O CL n Q <( U Q � z W I W V W I —I W J U ~ W O a W (n JOB NO. 202187 SCALE 111=201 SHEET NO. 6 LLIMINAIRE SCHEDULE SYMBOL LABEL QTY CATALOG NUMBER DESCRIPTION LAMP LUMENS WATTS LLF D 12 FCL LIGHTING EXTERIOR DIE CAST GE 42068 2100 39 1.0 - FCW5306-12OV-39PAR20 ARCHITECTURAL CMH39UPAR20 —X—BK—BGW GROUND MOUNT FL25 HEX LOUVER/LPI GI 3 STERNBERG EXTERIOR VINTAGE BULBTRONICS 3840 50 1.0 MS805A-48OWB —R05 CTA BLACK FIXTURE W/ OCTAGONAL SHAPE W/ MHC50/U/MP 3K ELITE LAMP DECORATIVE SPIKES AND MXR321CIVBUIO SOLID ROOF H 12 FCL LIGHTING EXTERIOR GE 20153 2300 39 1.0 FCW3052—UNV-3K-21 L— FIXTURE W/ CMH39TUVCU83OG12 CRI85—BKE ROUND SHAPE W/ T4.5 LAMP EYELID MXR321CIVBUIO Note: LIGHT TYPE D SHALL HAVE A TYPE Ill LOUVER (HEX LOUVER) TO MAKE FIXTURE A "FULL CUT OFF FIXTURE". LIGHT TYPES GI AND H SHALL HAVE A TYPE III LOUVER OPTICS TO MAKE FIXTURES A "FULL CUT OFF FIXTURE". f-,, t­­i_-.,- 24 . �AAGNOLIA �) KJJ 2 36 c, SPRUCE A ,. v�.� . 1 8" MAGNOLIA GRA HIC SCALE 10 0 5 10 20 1 II( IN FEET ) nch = 10 ft. 40 2A NOTE: EACH OUTDOOT LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHLL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS, THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT F,.X�EED ONE HALF _OOTCAND �L no F_ -NEW STREET LIGHT L9 2,1 PAVILION III 1 L 1 2.1 0,5 0.5 0A 0,8 I EW �TRE N I .. ..... PAVILION IV PARKING LEVEL FFE=607.00 "N' PAVILION II PARKING LEVEL FFE=6c 02 8T�m ' 0,0 0,0 0 _M ._.- 0,0 0,0 0.0 0.0 a0 0,2 CIA 0,2 0,0 0,0 0,0 0,0 0 ROBBER ASSOCIATES ZONING: CO COMMERCIAL OFFICE TAX MAP 60 PARCEL 25 .USE: OFFICE PAVILION I TH 0� SCOTT R. LLINS'Z Lic. No. 035791 � ,d6, 8/15/21 �4 o���`SIONAL z W 0 � w W z o z � w w w 0 �- ¢ "' m z v m O O O U) U w z o a z z o 000 o�000¢ LL_ � w :5 0 0 0 g Q Q Q 0 > > Q W _' J a- a- z W N N N N N i Q o d� oo i 0 m N N O +-i M l) � 0000 7 t- Lanterns 6-.714 6Tr L S" rLItATBL' tV Lanterns 6-317 fill u FCW Series Exterior die cast architectural wall mount f , (` Architectural Catalog Number Series Voltage Source/Wattage Ballast Finish - Accessories FCW5306 120V 1001NC 39MH Par20 or 30 E Electronic BK Black CIF Color filters 277V4 75W Par 30 70MH Par30 or 38 M Magnetic WII White EC E-coat 347V,n, 90W Par 38 100MIi Par 38 CC Custom F Fuse (Canada) 150W Par 38 rotor S Spike �r SOT Stepdown transformer SLED- Lo.kED warm ,h,fa or,Jy fG/ 27N to 120V 12-1 watt diodes (total 12 watts) 12.3 watt diodes ( total 35watts) 4 frimidescenl will need remote stepdown transformer ,�,Ncta available in LED Listing: U.L. listed for interior and exterior wet locations. -8 1/2 -•I Housing, Lens frame & Glare shield: Marine grade corrosion resistant heavy walled high pressure die-cast aluminum construction. Gasket: Neoprene continuous II' 'rim gasket o p uous ce O g g t tseal 5 out contaminants. Fasteners: Captive and recessed stainless steel, tamperresistant, V hex socket screws. Diffuser: Lens is 1/8" thick, tempered Gear, heat resistant, standard. -cast ballast box Socket: INC: Medium base porcelain socket. Nickel plated uded with metal halide shell, spang loaded contact. HID: Medium base 4KV pulse 1.--7-318" -I rated porcelain socket. Nickel plated shelf, spring loaded contact. Incandescent and HID socket wire is double silicone jacket wire with a 2 eC ratio I 00 . g Ballast: Sin le voltage 1 g loge ( 20 or 277) core and coil, high thermally power factor, thermal) r ballast, standard. protected b t Stan Die-cast ballast box inwith metal halide ballast. LED: 1 watt or 3 watt LumiLed Luxeon warm white diodes 12" Spike Available with a precision1181 beam angle lens, projected through the lens to maximize the light output and performance. Integral inverter and driver potted with a variable input voltage C-.=-,_, 7 from 120V to 27T/. Consult factory for color changing or multi -color combinations. --- I- I{--' Finish: Five stage preparation process that includes chromate Die-cast ballast box conversion and TGIC super polyester powder -Coal as standard. included with metal halide Optional E-coat process added to standard finish including zinc phosphate. Mounting: Spike for ground or to wet location junction box. v 4 ,S ry k� m x 02006 FC Lighbnrile right to change, wdhoul notice• delaiis or spenre 5set; in product des;en, w,rR< g, Inc,­­ ,,. Product use CortiGes agreement to FCL's terms and conditions. Rav X006 42068 - Specifications - GE Commercial Lighting Products Page 1 of 2 (1 l r; fT?i'f 1'1(ltJaill%Ii 0 �/ If tlf Il WORLDWIDE PAR r H ER -�• -!'i: -t' I_.- ._ SITE: ;[ARC/ HOME � PRODUCTS EDUCATION/RESOURCES : LIGHTING APPLICATIONS Where to.131jy I f`AOs 1 Cuniacl Us I L-!iteNei 42068 - CMH39UPAR20FL25 GE ConstantColoi0 PUISeArt;DCMHO Ceramic Molal Halide PAR20 GENERAL CHARACTERISTICS Lamp type High Intensity Discharge - Ceramic, Meld I lalidu Bulb f'AR20 Base Medium Sctew (E26) Wattage 39 Rated Life 10000firs Bulb Material Hard glass Lamp Enclosure Type Olen or enclosed fixtures (LET) Additional Info Ballast thermal protection. UV control PHOTOMETRIC CHARACTERISTICS Initial Lumens 2100 Nominal Initial Lumens 53 per Wa8 Bean) Spread 25 " Center Beat)] 7500 Caltdlepowef (CBCP) Color Temperature 3000 K Color Rendering Index 86 (CRI) ELECTRICAL CHARACTERISTICS Burn Position Universal burning position Open Circuit Voltage 280 V (peak lead ballast) (MIN) Open Circuit Voltage 196 V (RMS lag ballast) (MIN) Warm up Time to 90 % 213 min (MAX) Hot Restart Time to 90 % 10 min (MIN) 1-lat Restart Time to 901:6 15 min (MAX) DIMENSIONS ivtaximum Overall 3.5000 in (88.9 mm) Length (MOL) Bulb Bass l� I U � 1 Vievd.Laigrr ADDITIONAL RESOURCES Catalogs l001knonials Brochures Product brochures • C(oauuc Metal /-talkie • Color • HID 1 ahnps Application/Segment Brochures • Colillactor 1,.1yiluny a RZOSWUrmit l !9htirtg Solt Sheets • GC. i:ons!anlC;ularGi (I 9ti I uirts lEsiphoten)etric Download IASDS (Material Safety Data Sheets) Disposal Policies & Recycling Information http://geLiet.geligliting. cotiilLiglitProducts/Dispatcher?REQ UEs,r=COMNIERCIALSPECP... 8,11/2006 NIGHTSKYt" A ulmmwn GENERAL Laver or Construction The MS805 Main Street series is a modern replica of a Floor Optics Available popularly styled octagonal fixture, available with (A) or Wnh or Wahcut without (B) decorative spikes. It shall be appointed with - spikes a cast aluminum 61/2"decorative spiked finial. ed Cie. Roof or Solid Top FITTER Type 3 or 5 The fitter shall be heavy wall cast aluminum, 319 alloy Refract for high tensile strength. It shall have an inside dianeter opening to attach to 3", 4", 5'; 6"or 7"pole or tenon. When - Eignt Sided ordered with a Sternberg pole, the fitter shall be set screw - Cage Ed to the pole top or tenon. BALLAST HOUSING --- Photocell (optional The ballast dousing shall be heavy wall cast aluminum, 319 alloy for high tensile strength and to ensure high capa- city heat sinking of ballast temperatures. Keeping the bal- last cooler and ensuring long life. The ballast mounting plate shall be cast aluminum and provide tool -less removal from the housing using tea finger latches, ELECTRICAL Fixture shall be U.L. or E.T.L. listed. H.I.D. ballasts shall be high power factor with lamp starting down to -30 degrees C. Medium base and mogul base porcelain sockets are 4KV rated. The bal- last/socket assembly shall be pre -wired when ballast is located in the fitter. All compact fluores- cent PL ballasts shall be instant start electronic with a starting temperature of down to 0 degrees ( ) s g P g P. They shall have a 4-pin socket to accept quad or triple tube lamps. FIXTURE HOUSING The fixture shall be 16" wide (17 112" on the diagonal) and 38" tall. It shall be made of heavy wall cast aluminum, 319 alloy and the lens panels shall be made of vandal resistant acrylic, avail- able fit clear (CA), clear seeded (CSA), clear textured (CTA), prismatic acrylic (PA) and white acrylic (WA). The roof can be solid or lensed for up -light. OPTICAL OPTIONS Refractors shall be 6" diameter borosilicate glass with an I.E.S. "type 3 (RE3G) or Type 5 3 n RE5G distribution. It shall be to he socket ten writ I fated steel threaded ( ) secured t oc s 8 p pipe nipple and rest off a cast aluminum holder withanti-shock gasket. The refmctor will be secured to cast holder with a quarter -turn internal aluminum twist ring for ease of maintenance. The NIGHTSKY" 01 I -SHIELD" Louver Optic System (LO or LO-S) shall be a Multi -tier reflector with 7" diameter rings to produce an I.E.S. Cut-off Type 3 or 5 distribution. 'file Louver LISTNOS. Optic System shall be made of highly specular anodized aluminum and shall come standard with MS805A MS805A0 medium base socket. MS805 B MS805SO MAIN STREET NIGHTSKY" SFAR-SHIELD" RoofOptics distribution Shalt be delivered by multi -se ntented SERIES roof mounted reflector systems which eliminate uplight and provide cut-off. The reflector (Continued on bark page) WTEli1NTBLILG Lanterns Specifications 6.316 POST & ARM FIXTURES CENTER ARM MOU NTED FIXTURE POST TOP FIXTURE POST POST CAP LIGHT SOURCE OPTICS OPTIONS LENS FINISH (PT) BALLAST NO. OFARMS FIXT.IFiTTERIPOSTARM FIXTUREIFITTER (See Post Section) WATTS/TYPE/VOLTS a M1lS805.V31579P11, / At5805.V3 Yl/ 3412FP4;, /❑/ ;100❑P$120; / $(T3/YHC/ YECI / CA• / 1SK A k WALL FIXTURES A LIGHT SOURCE OPTICS OPTIONS LENS FINISH PIER FIXTURES '1 @ 6ALLAST Us. sane :nfe'n eb.. 777 I FIXLI FIT TERI WALLBRACKE r WATTSITYPE I VOLTS t, boxes aswal fiAwe :M88o$AIJ/'180�YB; / -10p NPSl20. / 1tES0: /PECI;; / '.C.1 / ;�(314. C=n:,AfS805AG11{iOYJI FIXTURE I FITTER J PIER BASE PART NUMBER.SEI,EGTIONS ..!. FIXTURES POST ARMS WALL BALLASTS LAMPS' FINISHES •• M58U5�Aw._ • 478PM BRACKET 35HPSI HPS35/MED STANDARD MS805D 478TS ARMS 501IPS' HPS50IMED BK Black '780erde M3805AO' 48OPM 470WB 70HPS HPS701MED Green MS805BO6 480DPM 478TSWB 100HPS HPSIO0/MED PG Park Green • 55LPM 4.�. Oho 150HPS • HPS15OiMED ABZATo PAed FITTERS 623OPM • 480DVVB 200HPS' HP82501MOGiED18 Bronze /3 579PT 55LVVB 250HPS' MH501MED $I Swedish Iron BD/4 TAFT 6236WB 5OMH MH70/MED DB Dark Bronze BOI5 TASCR 579WB 70MH MH100/MED /6 TAvVB 10OMH MH1SOWED FINISHES /7 OPTICS • TASCRWB 15OMH MH175/MED CUSTOM RE3G 175MH MH250/MOG/ED26 WH White FIT Rust PIER MOUNT VOLTAGES RESG 26PLT PLT26 CM Custom Match • 450P8 • 120 • ALZAK 2PLT PLT32 01 Old Iron 208 HSS 32PLT LENSES PLT42 TT TWO Tone 240 L03-Ss 42PLT • 277 L05-S1 CSA INCAND 480 --nT CA • QL55" OPTIONS MUI L05' • LT PA • QL85" PECi Pholocell-Bimetal 120 Volt (120-277) R02H-S3 • • PEC2 Photocell-Blrnetal208-277 Volt • RO3H-Ss WA PECi-E Photocell -Electronic 120 `/cut R05H-S° PEC2-E Photocell -Electronic 208-277 Volt FHC1 FHS Single Fuse and Holder-120,277 Volt • FHD Dual Fuse and Holder-208,240,480 Volt • OR Quartz Re -Strike NOTES: PF Pineapple Finial or Font (TA, TASCR) t with balasts up to 175 wads. Movul base sccl els are standard h 120 vo!t only. BF Ball Finial or Font TA,TASCR ( ) 135HPS with ballasts 200 watts and over. Mercury vapor Wasb and 5oHonly.Others LAMPS Select from list udE only. Others are spEdal older. induc[vn lamps are ava3able. are ialol 3 MED case only when used to s Madium base lamp only, E017. house lamp. 4 RE36, RE5G or FHC optics only. 175 wall max. r � EDf1 only). r r Choice of 3 Modes. Medium base for HPS o NH an I Standard is dear, for waled JI D ( Y) m -,consul factory a A and BU Lensed Roof limited CO 'Tjp U Y lamps add G (MH70/0WED). Or mogul base for HPS (ED18 only). Or mogul base fcr MH We watt Max. Higher wattages require for specification Medium base sockets standard (ED2u8 only). RE30 I RE50 or RO Roof Oplice details rl Ei*1\T��1\� 555 Lawrence Ave. Roselle, IL 60172 • 847-686.3400 • Fax 847-588-3440 LIGHTING VVV wvvw. sternberglighting.com Email: info@sternberglighting-com ` I 8't`LRNBLItG MUNI r.0 IXTUL2ES! OPTICAL SYSTEMS ' 16,w 15I W is-w 15:rw AlzakDisc ROH I Roof Optics \ roe / 2, 3 or 5 _ L03-S 38• - t sa• p, 30• _ 4 l L06-8 ��11 Louver Optics y L...... _� L03 M8806A M68058 MS805AO MS60680 RE3G HSS FHC Frosted CL/ L06 With Spikes Without Spikes With Spikes Without Spikes RE5G House Side Hurricane Louver Solid Roof Solid Roof Lensed Roof Lensed Roof Refractor Shield Chimney Optics CSA CA �r,I� CTA PA WA Clear Clear /"(1 Clear Prismatic White 'Ile Seeded Acrylic exture Acrylic Acrylic Acrylic _ 1."' Acrylic "FITTERS,`. v y � /3 BDA BDI5 /6 17 Fits T poles Fits W poles Fits 5" poles Fits W pales Fits 7' poles or tenons and or tenons or tenons or tenons or tenons arms below ARMS -iPOST MOUNT (PM} or WALL BRACKETS (WB} SeOiirlrlS Section for Fact iriforiTtatlon. V478TS 21Is 17' 480 (49oo pownswept Arm) y y _ TASCR 579 10 It I ai:: DOi awtry 5' 1 � V PIER,BASE'MOUNT. 6236 478 TA 55L 460PB LIST NO: cavity shall be made of specular anodized ahuninum. Roof Optics Type 2 (R0211-S), Type 3 MS805A MS805A0 (R03H-S), Type 5 (RO5H-S) horizontal are available for mediurn base lamps. M8805B Frosted Glass Hurricane Clifnlmey (FHC) is an optic option which adds an authentic touch and MS805BO MAIN STREET can be used with Roof Optics. SERIES House Side Shield (HSS) is an option which will block up to 120' of light in any one direction: QUARTZ RE -STRIKE The N1 5805 fixtures can be supplied with an Optional quartz re -strike s stern to retain constant PP P q Y fixture light if the II.1.D. lamp fails, The fixture will be equipped with a 100 watt quartz lamp and a controller to run ona. 120 volt circuit and must be used in conjunction with a 120 volt or Inulti-tap ballast. PHOTOCELLS Photocells shall be either the therno bi-metal button type or the electronic button type. On single post top fixtures the photocell shall be Mounted in the fitter and pre -wired to ballast. On multiple head fixture assemblies photocells shall be mounted in the pole shaft on an access plate and are not pre -wired as ballast housing assemblies and filters are packaged separately for ease of wiring to source. The Thermo bi-metal photocell shall be designed to turn on at LO footcandle and turn off at not more than 5 footcandles. 'file electronic button type photocell is instant on and a 5.10 second turn off and shall hum on at 1.5 footcandles with a turn-off at 2-3 footcandles. Photocells are either 120 volt or 209 thru 277 volt. ARMS All arms are made of cast aluminum and/or extruded aluminum. Arms with decorative filigree have meticulously detailed scroll work and gracefully curved brackets. All MS805 fixtures will have its fitter welded or mechanically attached to the arm at the factory to ensure arms will be plumb, secure and level over the life of the installation Each arm shall be bolted to a post mount adapter, which is welded to the pole to ensure proper alignment to the base. TA and 579 arms will be attached to a decorative center hub which will slip -fit the center tenon of the pole. Arms are pre -wired for ease of installation. FINISH Prior to coating, each assembly shall be chemically cleaned and etched in a 5-stage washing cys- t u1 w iuh includes alkaline cleaning, rinsing, phosphoric etching, reverse osmosis voter rinsing, and non-chruine sealing to ensure corrosion resistance and excellent adhesion for life finish coat- ing. The finish coatis shall be electrostatically applied semi -gloss, super durable polyester pow- der g Y PP g • P P Y P der baked at 400 degrees for a durable and superior, color retentive finish. Our optional antique Verde Green finish and Swedish Iron finish are hand brushed using a 3-step process. The total assembly shall be wrapped in shockproof wrapping or fully enclosed in corrugated cartons. WARRANTY Five-year limited warranty. See product and finish warranty guide for details.Vj` '1 rr1 ERNBE G 4 8-44 R 555 Lawrence Ave. Roselle It. 60172 • 847 588-3400 •Fax 8 7 588 3 0 V LIGHTING rococo. sternberghghting.cam Email: info@sternberglighling.com s-os zY' " Re Hello, Guest Ister! In 3. w sr $. B N� 'S5'O.. •;sn 6 �✓kP, call 1 $0®- ' RULBTRODIICS GROUP � 588_2852 Monday Friday gem - 5pm, G. I. EST Shop by Category I by Product Search by keywords Manufacturer, wl�T'utl r«h Cl" ffome > Search -The- Warehous0> Produleak tall PHILIPS MCSONIiVIP13K ELITE Order Code: 0088934 1 Part #:423681 $54 51 each Qty 12 +Add to Cart Sped TECHNICAL DETAILS Product Typo: LAMP / BULB Teclinclogy: HID / HIGH INTENSITY DISCHARGE T"a: MIETALHALIDE ELECTRICAL PROPERTIES Watts _ 5OW PHYSICAL CHARACTERISTICS Ffnisll: CLEAR ShWi: ED17 Bale: E25,E27/ MEDIUM Eirda: SINGLE ENDED SCREW Ovwall WrIth (imann 5A38' Dlarmt,w (ranif) : 2.125' Burning PfrsitScm : UNIVERSAI Lecive a me,3scxj a LIGHT OUTPUT MEASUREMENT Initial Lumens: 4BOUL Mean Lumens: 3840L COLOR CHARACTERISTICS Color: WARM WHITE CC Temp / Kelvin: 3000K CRI , 90CRI LIFE Life . 16000H POWER CHARACTERISTICS ANSI Ballast Type M148/M110/0 PART NUMBERS & ORDERING INFORMATION UTPart#: PHMHC50UMP3KEL UT Description: PH MHC50/U/MP/3K/ELIT E #423681 BT Ordering Code: 0088934 Mfg; PHILIPS tvlfg Prod Description: MHC50/U/MP/3K Mfg Ordering Code: 423681 ELITE Trade Name: MASTERCOLOR CDM E017 ELITE Tariff Code: 8539.32,00.90 Manufacturers specifications are subject to change without notice. The brands you need from the company you trust. H o-: Date: Approved: tiaxvstia Type: L t G FI T I it G Fixture: >sF Project: �kh'4 1 FCW30ua Ex err DecurFlxhre'salUichrourid IP 5 raled,ADAw m lia nl easyFC{�052 "' » s to install fixture that has art impact resistant lens and face options to sleet (he design requirements of your building. This round face can be ceiling, vrdtl or surface mounted. x err. Siif ' '<: • N dimensions ION' 0x4.1'Owp _ weight 4 lbs housing htainegrade,cJnoslalresistant,heavygauge hpghpressuladle-casialwninwn; captive stainless steel tampernaistaltthex head socket screvls tells Impact tesistaft UV stabilized, vrif to pulycailiumate diftusEr mountingh1omlls directly to standard junction box; masonry applications use knr (4) 0.25" x 0.75" screws with lead anchors (fasteners not included, l-box by others) ingress protection INS Rated. Suitable for wet, damp Or dry location appBCAGII, vdih extruded silicone gasket to seal out confarrillilnls :.._ .. finish . poavdercoat finish, 18 pm Min., 5000hr sal Six stage cheulical iron phosphate conversialpre-ueatment. Polyester t spray test (ASTM B 117) compliant with Honda / AAMA 2604 specification. 1 , color temperature 2700K 30 00 K 3 WK 4000K lumen output 8001m i t001m 16W Inf 2100Ira lifetime >70,000hcurs/1-70orbetier color consistency 3SDCMIstandard: 85CRi I option1:90CR1 operating temperature 13 Flu104°F(-25%to40°C) junction temperature or !3 0 T 2a C warranty 5-Year limited warranty (refer to vrebsite for details) input voltage Universal 120-277VAGIOptional: 347VAG(Integral) power Supply Integral Class 11, electronic high power factor> 94F, :0120V certifications EfUcETL Listed, CEC Title 24 JAB compliant (ally 90 CRI complies) standards UL 1698 / CSA C22.2 No. 250.0 -Class II / IES LM-79 I LM-80 power consumption 43W N 120V - 77V((Maximum) dintming Statidwt-0-10V (1%)1 Optional: ELV (12OV only) / DMX (reutota only) / DAL/ (restate only) o's r•r rn tl uln =.F ii r: Il : h t I r 'a tYi 1-4sor ccTraEens ml.xit r Ice. Uv�L contirw sd-' •irradard -ru t ['Kaivi,_es Mb w u Lr i rues t neat ..d q ak'G 5+ p o1. Ov 3i g 6 .F Pedro use cer64,es 91ee11ent b FL Ughur0 tem. and coneucns. rC Serles C7lnder Lights arc emireeed end produced in_urieinois maruh,t4ngracilly. :�: IIiG.etc_a;vU +if�GrgP,^•u.aU.iu.:..vvu,a 19T2 Specification Street 0 Sri d 'Le 1 Irrrl;Bes L•" MTxr.Iva- St. Oc.es, it •60174 1 kfx7trrg on I CA:t:"+.'))'73J AG-De-12320 SC0TT /R�.L I N S Lic. No. 03579141, 8/15/21 o��SSjONAL E���� Z W E V) 0 ZLU Z Q Z O U Z W W W Q E E U O O O� r �O-• 1- W ZU LU a Z Z Z o Z O O O Q 0 O c� U U U LL O r-x W to � (n � (n Z tY E ❑ ❑ ❑ tZ g Q Q Q ❑ W (=jl Q a c Q Z P.y O UJ o N N N N Q M N clo LL] ry) 11f1 n 00 5" 1 A" fd mounting I Width 4.2� W Width 0 ( o J plate t depth 4.1" D 4.1 in j-boxmounfingplate., mounts flush to surface [f and is included i vAth fixture 10.4 in - I -' - 2.75" 3.5" 13.5or275 �.ig pppggpmglgr � 10.4 in 0 LU r�,_ ♦'MJ 0) N M 1 N W Cy) N W > Vl Gus to ccntiiuws la 'mpinaul arxl un{rwaneutx Fecdic:dwns aia sabyrlluchsiyas uui iorra. FC Lyhtny iexervas tl- yhtto dw ya fab[eslle!at§or specGratons .vtiiut notice. Product ass cowl-, agreement to FC Liglmog toms •rid collIc K. FCC Sties tydnder UgNs ar- en-lireerad and k:dcc-d In fadHy W � Specification Sheet }I UvrtrF ca! �tdrg h`xl hcteer'e^_e 1.ri12 f TA a,.d sn:alcnl v,rea RW9 ,;errw A,a -zt Ched6a I •U)1141 kilgmig.co'i 1 Lint!sY)1190 AG-U8-1 L'd'1U a L9 J O croo of flyur re fi t (,J1 l:iAliAt: i t 1114; 1 ICI,+ M Base Descnpdon at fin Base Temp C-degrees )MAX) 3501C �J Base Type PuvPlug-In 7't l.,.9 - 5lf l d,l yr,,ntCr,i; r + l R5Hr? T:, i it .',. i',deirl htilL:k= lt.'.i Bulb Temperature C-degreetMA10 Soo °C Lamp Endoswo Type (LET) Endosed fixtures oily CMH39IUVCU83DGI2 Mercury Rcoftnperrneanimta 12(i5 Rated me Hoursnununal 1650011 Bulb Finishes and Colors Clear Mercury (:anLLnt EMFA ONLY AA W Bulo Material Quaru Product. recrrlology High Intensity Uscharge _ Latnp Count i 1 » Life in Year, 15.06 J Requested Suucwre Canon /•\ Base G 12 �/ I Brim shape r4.5 tfi 1tl Ili if; r f TR I' (.:I IX}1 IF iE :.11'ifJr ;( Mean Lumcr, nuninul 2300 kit \� iq, � Norrunal tuitions per 'Platt 871m '••''•' Ruud Wnlersrionmul 3400511 W Color Rendennglridex-M 84 Color rempelmore 3000 K I'RCilHn:J ,I J(i;Nt,.1Alis aq �"� Product Code 20153 /'� w3uipuon CMH39TUVCuoJOG12 U) Nteuuluve WnLOf Measure EACH Standard Package Quantity I Eon UPC 000431682015 Standard Package GIN UW4316B2U 153I No Of items Per Sales Unit 1 LIJ No Of items Per Standard Package I Sales Nut Each 'Ar' UCC 04316a201537 Li.. Al lernabve Will. Of Measure CASE Standard Package Quantity 12 Earl UPC 043160201531 (• n Standard Package GIIN 10013168201534 v No Of tens Per Sales Unit Na Of Items Per Shaidard Package 12 0 Sales Unit Case 0 O UCC 043166201531 N Diameter 0.56 ui Light Center Lerxgm MdGmeter 2.2 in t 1 t.t:1WI:Al. Cl IACAC, 4 WSTi1;5 Buni Posl non Braver sal burring pusi uun 'Waf nUp Time to uOX[nom) 2 min Eslunated Dior W Cunt per Year 4.69 Rated power watts) 39 411 t bill )fd5 :L 11hrf tiNr;(i WARNING His lamp can causowtious skin bum and eye mllarnniaeon front slunwave ultraviolet radlauut iNuter envelope of die lamp is broken OF punctured and ale arc tube conwiues- to operate. Du not usewhero people will remain for more than a Few minutes unless adequate sl ieklaig or odier safety Necautions are used. Certain types oflumps dintwillautrxuaucall1 exungaishwhendie outer envelope isbnuken or pwictured are catrunernaly available. Ysit die FDA websde for more infonnabon: hupJrwvN.fdu.gkrv/cdNJradheal0t/pt oduc Ww 6uns.huid Caution Lanip stay sfiattar wid muw uywy d bmkun Do not use excessive force when installing lamp. Do riot use lamp if outer glass is scmidied ur L(cken. P �I W J F- W n- Fn JOB NO. 202187 SCALE NA SHEET NO. 8