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HomeMy WebLinkAboutSDP202000077 Plan - Submittal (First) Major Amendment, Final Site Plan 2020-12-08GENERAL NOTES OWNER: WHITE GABLES CHARLOTTESVILLE LC c/o ROBINSON DEV GROUP INC 150 WEST MAIN STREET, SUITE 1100 NORFOLK, VA 23510 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 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: TOTAL ALLOWABLE DENSITY PER REQUIREMENTS OF THE SPECIAL USE PERMIT IS 76 RESIDENTIAL DWELLING UNITS. CURRENTLY THERE IS 30 EXISTING RESIDENTIAL UNITS AND THIS PROJECT PROPOSES 42 RESIDENTIAL UNITS FOR A TOTAL OF 72 DWELLING UNITS ON THE SITE. WATER SUPPLY PROTECTION AREA: NOT APPLICABLE WITH THIS SITE PLAN AMENDMENT WATERSHED / WATER RESOURCE AREA: RIVANNA RIVER DRAINAGE BASIN DENSITY: NOT APPLICABLE WITH THIS SITE PLAN AMENDMENT GREENWAY DEDICATION: NONE WITH THIS SITE PLAN AMENDMENT BUILDING HEIGHTS: 60 FOOT HT MAXIMUM ALLOWED, 60' MAX. HT PROPOSED SETBACKS: SEE SHEETS 2, 3, AND 4 FOR THE EXISTING 50' REAR SETBACK, 30' FRONT SETBACK, AND 215' FRONT BUILDING SETBACK 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. PHASE I - BUILDING II PHASE II - BUILDING IV PHASE III - BUILDING VI 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 3. COMMERCIAL OFFICE BUILDING/HOUSE = 4 SPACES REQUIRED TOTAL PARKING REQUIRED = 166 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 = 26 SPACES TOTAL PARKING PROVIDED = 173 SPACES + (2) LOADING SPACES STREAM BUFFERS/FLOODPLAIN: NOT APPLICABLE WITH THIS SITE PLAN AMENDMENT RETAINING WALLS: (1) RETAINING WALL IS PROPOSED WITH THIS PLAN AMENDMENT, SEE GRADING SHEET FOR INFORMATION. RECREATION: NOT APPLICABLE WITH THIS SITE PLAN AMENDMENT LAND AREA (WITHIN 1.98 AC. LOD): PARKING AND TRAVELWAYS 0.30 AC. (15.2%) BUILDINGS: 0.81 AC. (40.9%) SIDEWALKS: 0.02 AC. ( 1.0%) TOTAL IMPERVIOUS AREA: 1.13 AC. LAWN/OPEN SPACE AREA: 0.85 AC. (42.9%) PAVED PARKING AND CIRCULATION AREA: 12,875 SF 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 SWALES 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. WHITE GABLES MAJOR SITE PLAN AMENDMENT SDP2020 0 l 9a AMENDMENT TO SITE PLAN SDP-2003-00034 FOR PAVILIONS II, IV, & VI SAMUEL MILLER DISTRICT SCALE: 1" = 50' VICINITY MAP SCALE: 1" = 500' J G z 0 � C% d� 1pv Pediatric Associates Of Charlo.- H - The Market Ivy Rcl i1 9n1i a'r ALBEMARLE COUNTY, VIRGINIA Q Fr °~ c� U Ory ti a� L1� Q) IIN IY3 NOTES: 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 CG-12S ALONG THE PERIMETER OF THE SITE SHOULD BE UPGRADED TO MEET CURRENT STANDARD IF NEEDED. ALL SIGNING AND PAVEMENT MARKINGS SHALL BE CONSISTENT WITH THE MUTCD. J 1_ SPECIAL PERMIT CONDITIONS 1. THE APPROVED FINAL SITE PLAN SHALL BE IN GENERAL ACCORD WITH THE CONCEPTUAL PLAN (JANUARY 10, 2003 REVISION) (THE "CONCEPTUAL PLAN") AND SPECIAL PERMIT JUSTIFICATION DATED APRIL 22, 2002. MODIFICATIONS TO THE DESIGN OF THE 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. \7 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 \ STRUCTURE AND THE FRONT (SOUTHERN) PROPERTY LINE. 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 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 m / \ ALONG ONE SIDE, CONSTRUCTED TO A STANDARD ACCEPTABLE TO THE DEPARTMENTS OF PLANNING AND ENGINEERING AND PUBLIC WORKS, PROVIDING A CONNECTION TO THE PUBLIC SIDEWALK 5. AN ACCESS EASEMENT HAS BEEN DEDICATED ON THE SUBJECT PROPERTY FOR TRAFFIC FROM THE N/F KAPPA SIGMA PROPERTY (TAX MAP 60, PARCELS 27 AND 27B, DB 2226-218, 225 PLAT & DB 2706-163, 168 & 169 PLAT). THIS ACCESS SHALL BE V / 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 / 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 RIGHT IN/RIGHT OUT ENTRANCE/EXIT ON THE WHITE GABLES PROPERTY TO REPLACE THE EXISTING ENTRANCE ONCE THE SAID o 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. 8. THE APPLICANT SHALL COMPLY WITH ALL REQUIREMENTS OF THE VDOT RELATED TO DESIGN AND CONSTRUCTION OF THE 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: Ory C �61 8A. 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 COST OF THE SIGNAL (CURRENTLY ESTIMATED TO BE $140,000), WHICH AMOUNT SHALL BE CALCULATED IN THE YEAR IN WHICH THE SECURITY IS PROVIDED. THE SECURITY SHALL CONTINUE SO THAT IT IS AVAILABLE TO PAY Q FOR THE COST OF THE SIGNAL UNTIL TEN (10) YEARS AFTER THE DATE OF APPROVAL OF THIS SPECIAL USE PERMIT; SECURITY ti 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 PRICE INDEX; 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. SHEET INDEX TITLE SHEET COVER 1 j EXISTING CONDITIONS 2 OVERALL PHASING PLAN 3 LAYOUT & UTILITY PLAN 4 GRADING & DRAINAGE PLAN 5 LANDSCAPING PLAN 6 LIGHTING PLAN 7 LIGHTING DETAILS 8 ITE TRIP GENERATION: TRAFFIC IMPACT NUMBERS ARE BASED ON THE ITE TRIP GENERATION MANUAL, 10TH 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/IS EXIT) TOTAL SHEETS 8 I EXISTING CULVERT DROP INLET & STRUCTURE NO. CURB CURB & GUTTER PROPOSED ASPHALT PROPOSED CONCRETE PROPOSED PAVER (IMPERVIOUS) BENCHMARK VDOT STANDARD STOP SIGN EXISTING CONTOUR APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARMENT OF TRANSPORTATION HEALTH DEPARTMENT lift 0 SCOTTkR.LS'_� Lic. No. 035791,1:, 11/30/20 SIONAL Y��r 0 W (V Q C-:) 0 0') r C`7 N z uj s � N 0 LLI z N Lu W > Q Q w z J Q � w O _j I_ Q w U � w O un i w w w > F___ 0 Lu Lu Z Lu co (Q1''� U) V Lu J w Q C) C) N w Lu rn w O w a u) JOB NO. 202187 SCALE AS NOTED SHEET NO. T.M. 60 - 27 & 27B KENRIDGE, LLC D.B. 3109-387 _ D.B. 373-389 PLAT 604 USE: RESIDENTIAL 604 603 �I MAoETIC I 603 602 602 r 1 601 6\1 \ 1 1 � =600- I I N19'49'45"E 823.40' 1 I I 1 \ I 425.06' i C' { { I TMP 60-26C 0 PAVILION III I I ILI N I O PAVILION I I F PAVILION V EXISTING I I \ m I i I 30' & VARIABLE WIDTH CONDOMINIUM EXISTING ap ACCESS EASEMENT EXISTING CONDOMINIUM I DB 1896 P.237 lat CONDOMINIUM DB 738 P. 343(plot) I 0.293 ACRES 2.557 ACRES v w m I I I I TMP 60-26 20'& VARIABLE WIDTH 1.49oACRES VEPCO EASEMENT D.B.2561-704 - I 20 WATERLINE ( ) I I I I I EASEMENT; TYP. - I \\ D.B. 3059-532 - - L o U'20'WATER EASEMENT (D.B. ; I co cn -u I 3059-532) C16 0y w r r I i t D I I ------ � rn F ----- m Ln ---- / O CJ \ - - W f I C17 Fri F 12"IF I MAPLE I --- - --- - _-- - - ' A 01 M " I 0w F -° IA'� IN20°57'57"W W --- DW w _ 2- .� vW I I /. CL CZ \ '-.W - - �/. DW FW. F _L--- O I I G 20' DRAINA�E z 65.67' \ I �� 48 - C 896 P. 3 (Plat m { s LIMITS OF PRIVATE I I I - --- 3a �. 3(Plat � 1 4„ I I I �� TMP 60-26AA C -- z I M NE\ III \ � � � 7 30 ACCESS ESMT. 2 3 I - m \ I \ \ DARRELL, JOHN STEWART, SYCAMORE TMP 60-26A ���� ` „" TRUSTEE JOHN STEWART • { 20' SEWER ESMT. EXISTING EXISTING DARRELL TRUST I 30" PINE \ = 2 \ 0.18 ACRES I SPRUCE/CED DB 1896 P 237(plat) SWM - MANOR HOUSE • 1 � w � A , . I j I �DB 738 P. 343(plat) FACILITY � DB.4240PG544 I N17°25'22"E 1.09' FROM CORNER 20'SEWER EASMENT (D.B.2660-224 & D.B.3059-525) P 20'& VARIABLE wlorH _ VIRGINIA ELECTRIC & C y0 ^ I VEPCO EASEMENT _ j /� o IMITS OF PUBLIC 20 WATERLINE EASEMENT ;' I ! (D.B.2561-704) I I I'O POWER COMPANY EASEMENT - - ` J j -�- ACCESS ESMT. VARIES; C' ) I _---D.B.262-464) o y l I °�` j j MIN. 30' 2� (D.B. 3059-532 I 20" SPRUCE _ - -To� CO-o .76 - O \ 24" N \ _ y j V I DBL. - NCHMAR / cn r C I �59 j I SPF6„ I �' \ APLE CEDAR o - - _ _ - T M=599.27' cn r� I C15 j \. EXISTING TREE TO REMAIN �I \ 18 ACRE M (- - - - _ - \ \ \ \ s TOP MH..273 N =590 06' � I / I 1 \ _ 9 � �� \ � _ 20'GRADING &BUFFER 00 \ \ (� ' 1 S SETBACK AREA \AN , _-- � (D.B.1896-238 PLAT) 18'� n�AGN �I A - 8_ _--- -- - I W \ 30' ACCESS 00 Iegss\weR 20 SEWER ESMT. I - C12 EASEMENT; TYP. o \ C6 L3 � !------------�- \ _eME�T 0 0/ DB 1896 P 237(plat) \ , c DB 738 P. 343(plat) 1 I i I / SAN. MH. A-2 13 �' m EXISTING WATERLINE TOP 590.16' INV IN=585.32' I � AND FIRE HYDRANT EXISTING SANITARY / INV OUT=585.04' EXISTING TREES TO ---------- ---- TO REMAIN T EXISTING AY ASPHALT TO REMAIN 48 o BE REMOVED PROJECT LIMITS EXISTING u O ,r - ASHY i - SETBACK AREA 20 & VARIABLE WIDTH - O z v - I STOCKPILE _ // -- 1 v I � I a C10 m VEPCO EASEMENT (D.B.2561-704) I000 -o ® � I { 2.295 ACRES TMP 60-26 EXISTING SAN. SEWER i i �/ < - I �Iw��v WHITE GABLES CHARLOTTESVILLE LC EASEMENT TO BE VACATED I TMP 60-26 C11 -1 \ c/o ROBINSON DEV GROUP INC 3.438 ACRES ' z I (0/ �. 0.282 ACRE v v ��� EXISTING , D I 0') 30' DB.2660, PG.218 I SEDIMENT r � MAGNOLIA - • 0 18„ " I AI 4 L ALBEMARLE COUNTY GIS TRAP / i MANAGED a 11NE / L.30.01' 36" AG OVERLAY (TYP STEEP SLOPES , I 517.21' v IRON OHE 0HE 0HE' OHE I FOUND II / LIMITS OF DISTURBANCE = 2.26 AC d rn EXISTING EXISTING STAGGERED ROW OFFICE BUILDING OF EVERGREEN TREES ON ADJACENT PROPERTY I II I II I I LINE BEARING DISTANCE L1 S27'55'55"W 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 32'3536" 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 SO4'10'08"W C14 22'54'25" 125.00 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 34'4TO9" 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 ROSSER ASSOCIATES ' SAN. MH. A-1 D.B. 1083-50 ao/ D.B. 635-308 PLAT ' USE: OFFICE THE CHESAPEAKE & OHIO RAILWAY COMPANY D.B. 169-593, 594 PLAT �9sG� GRAPHIC SCALE 3 30 0 15 30 60 ( IN FEET ) 1 inch - 30 ft. 120 ���H 0; p SCOTT R. LLINS Lic. No. 035791,E 11/30/10 O��SSIONAL ���� z w 0 z w a z z g O w a � Z `� 0 0 O 0 O H LL. ) 0w r U 1=4 CID LuU) c z CD W N Q O LD ti z co 00 N M 1 N w 00 N w W J U) W Lu 0 zQ = U wLu ulU) Lu W Jw J< Q O N z Lu G 0 z Lu G Q z z 01- O Lu 0 � z (n O U LL V' O z C< r'1 � 1--1 G W V J Lu Mj W V Lu I -I w J w O w a fn JOB NO. 202187 SCALE 1 "=30' SHEET NO. 2 T.M. 60 - 27 & 27B KENRIDGE, LLC D.B. 3109-387 D.B. 373-389 PLAT MANElC USE: RESIDENTIAL 823.40' 398.34' N19°49'45"E 425.06' IIRON FOUNC -- I I I ' wTMP 60-26C o ---1 PAVILION III PAVILION I I o r� i ! I 30' &VARIABLE WIDTH PAVILION EXISTING EXISTING -i I V i oo I rACCESS EASEMENT EXISTING CONDOMINIUM CONDOMINIUM CD nDB 1896 P.237(plot) CONDOMINIUM I00 I DB 738 P. 343(plat) 2.85o ACRES 0)I I o.63 ACRES i e j TMP 60-26 20'& VARIABLE WIDTH 00 o.86 ACRES VEPCO EASEMENT z 20' WATERLINE (D.B.2561-704) EASEMENT; TYP. I I 000 l� D.B. 3059-532 � 11N I` m o100 20W TER EASEMENT (D.B. m 1> 3059-532) C16o - o o S O rnlF­ I Ti m I _ o� /FIRE ��NE -- -F- I D W I w m RO ! M - w C17 m ! - - - - \ - - _ - z r MAPL_ W J I F � , Fjj �p1 r, � cb -� -u I I o a / / / M. -.. � w -.J--_ Crl IA,� N20°57 57 W 'J - F I e / IN A�E o � 65.67 / a� G � � 20' DRA z I - r 14 y 30 ACCESS ESMT. C �B 7,38 P.23 (plat) / I f- - I / LIMITS OF PRIVATE I • 48" i. TMP 60-26AA M De 738 P. 3(p (Plot) z / 7 2 ,3 I - DARRELL JOHN STEWART r,�INE TRUSTEE JOHN STEWART I SYCAMORE TMP 60-26A �"�� DARRELL TRUST 30" • 2O SEWER ESMT. PINE / �- 2 _ 0.18 ACRES • SPRUCE�CED DB 1896 P. 237(p/a t) I I �DB 738 P. 343(plat) --- DB.4240, PG.544 \ � / C8 I I 20'& VARIABLE WIDTH - }}� / P VEPCO EASEMENT IMITS OF PUBLIC 20' WATERLINE EASEMENT I / (D.B.2561-704) o } .0\ / 20 � 9 ACCESS ESMT. VARIES; �2 D.B. 305-532 I �Jv CO. TSANOP-6o5.�6' D / O " SPRUCE I . o� I i MIN. 30'( -- ) ' Ca - - �' 1 / tv / 36" DBL. ul m I i /! SPRUCE 1 MAPLE CEDAR s C1 I C15 i8 ACRE N17°25'22"E 1.09' FROM CORNER 20'SEWER EASMENT (D.B.2660-224 & D.B.3059-525) Cn (I Co cn r- VIRGINIA ELECTRIC & POWER COMPANY EASEMENT (D.B.262-464) 00'0 I ! / 14" S E / L2 C3 20'GRADING &BUFFER / L1 I II SETBACK AREA v� - - - - - D B 1896-238 PLAT 0 O OF-w AGNOUP IrnI C2 o .C5 c \\q wNT \DB 20' SEWER ESMT.� 30ACCESS °° C C6 2.295ACRES 6 �oo ty I EASEMENTTYPL3 � DB 738P. 343(plat) _ II I� F� o c/o ROBINSON DEV GROUP INC `/\1J 1 1'"" 3.438 ACRES OFFICE BUILDING DB.2660, PG.218 O ADJACENT PROPERTY I II I I LINE BEARING DISTANCE L1 S27°55'55"W 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 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" 13&00 68.50 34.97 67.80 SO4°10'08"W C14 22°54'25" 125.00 49.98 25.33 49.64 N08°22'13"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°4TO9" 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" 1 140.00 1 13.35 1 6.68 1 13.35 1 N42°24'56"E THE CHESAPEAKE & OHIO RAILWAY COMPANY D.B. 169-593, 594 PLAT T.M. 60 - 25 0 0 ROSSER ASSOCIATES 'z- �Zy D.B. 1083-50 / D.B. 635-308 PLAT / USE: OFFICE 49 3j SC 4p•3 � GRAPHIC SCALE 30 0 15 30 60 / / ( IN FEET ) 1 inch = 30 ft. 120 0pNt-, SCOTT R. LLINS'Z Lic. No. 035791,� 11/30/20 �� � IsSSIONAL t�C"' � z w 0 z w Q z Z J O Cl- Lu a L- Z `u 0 O z O O � r 1■■1 � m W`j z 0 W N Cl? M N M N W N N WQ > W J Z J > W Lu O J zQ = U wLu ulV) W Zw U) WLu Lu W� Q O O TF n TF Wpm w J v ~ Lu w w a U) 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, 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. 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. 7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS ///. 8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). INSPECTIONS NOTES. • IC 1. ACCESSIBLE PARKING SPACES, ACCESS AISLES, AND ACCESSIBLE ROUTES SHALL BE INSTALLED IN ACCORDANCE WITH ICC ANSI A117.1-09. 2. ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE O MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. J. WHERE THE FLOOD LEVEL RIMS OF PLUMBING FIXTURES ARE BELOW THE ELEVATION OF SCOTT R. LLINS'Z THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER, THE O � Lic. No. 0357911� FIXTURES SHALL BE PROTECTED BY A BACKWATER VALVE INSTALLED IN THE BUILDING DRAIN, BRANCH OF THE BUILDING DRAIN OR HORIZONTAL BRANCH SERVING SUCH ✓�0��S 11/30/20 FIXTURES. PLUMBING FIXTURES HAVING FLOOD LEVEL RIMS ABOVE THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN PUBLIC SEWER SHALL NOT SIONAL E, DISCHARGE THROUGH A BACKWATER VALVE. 4. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. EXISTING CONDOMINIUMS 1 EXISTING WATERLINE --- EXISTING CONDOMINIUMS L I EXISTING CONDOMINIUMS ---------------- 1 Dw -ow o A I rF F i w M M ------ ------- 'X4 - _ w+ _ I M Dw /M 48" M ------------------ - SYCAMORE I I 4' WIDE PARKING & _ 30 ACCESS EASEMENT nlF- - - PROPOSED FIRE LINE DB. , PG. I 30' PRIVATE ROW ', ' CONNECTION TO EXISTING WATERLINE 6"x4" TEE & 4" G.V. REPAVE EXISTING DRIVE AISLE I PROPOSED 4" D.I. � PROPOSED 4 D.I. DOMESTIC WATERLINE AT EXISTING GRADE CONNECTION TO EXISTING WATERLINE I AREA OF NEW FULL DEPTH I VAR. WIDTH FIRE LINE / w� 6"x4" T.S.&V PAVEMENT FOR ON -STREET PARKING 20'& VARIABLE WIDTH I PRIVATE UTILITY EASEMENT • , 9'x20' SPACES (TYP.) �� VEPCO EASEMENT '� I (D.B.2561-704) I I DB. , PG. 6 SAN. SWR CON N ION EXISTING FIRE HYDRANT -' R CF � I SAN. CO. O PAV. IV: INV.=671 o PROPOSED 2 COPPER I TOP 605.76' PAV. VI IN PROPOSED 2" COPPER �� DOMESTIC WATERLINE PROPOSED 2 1 2" WATER =599' / � � WHITE GABLES LANE I (� , MH- 2 / DOMESTIC WATERLINE -- ROAD NOTES.• PAVEMENT 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, H, OR III PRIOR TO PLACING AGGREGATE BASE. 4. THE REQUIREMENTS TO PUGMILL 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. 7. PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT (PRIME COAT RC-250 © O.J GAL./SQ. 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 MAYBE LOCATED WITHIN THE STREETS RIGHT OF WAY. GRADING 1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS 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 RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER. J. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT. OTHER TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCTION OF THE SUBGRADE. DRAINAGE 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE (1) FOOT OR AN APPROVED VDOT PIPE MATERIAL. 2. STANDARD UNDERDRAINS (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 DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS UNLESS OTHERWISE NOTED ON PLANS. 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. 1� I 1 w I 0 z w � I Q I Z z J O (� 0' w I En O 1 O 0 z I ~ O � O LL � r 0'00�� W `j Q 20' DRAINAI E DB 1896 P.2,3 z DB 738 P. 34 rf-------- o N Lu I' F- O - 30' PRIVATE ROW �s BENCHMARK- PO PROPOSED 10' SWM � PROPOSED 4 D.I. METER � (� / (P) BRICK SIDEWALK MH=599.2 FACILITY ACCESS 36 i FIRELINE 10' WIDE PUBLIC �� �/ WITH EDGING ROADWAY J CE UTILITY EASEMENT i i 30. LIMITS OF (P) BRICK SIDEWALK ' / �_� / PROPERTY DB. PG. PROPOSED 4" D.I. WATERLINE WITH EDGING 1 4"x4" TEE, (2) 4 G.V. & 'X� �5 MH. A� 3 i PROPOSED 4" D.I. WATERLINE O % TOP 27' 1 ( \ _ _ �F (2) 4"x2" REDUCER 9� O i p OUT5589 9 1' V V I \� E 1 4"x4" TEE, (1) 4�� G.V. & '� � I 14 S O _ IA , �\ PROPOSED 4 D.I.'/� T DISTAN 2\ (1) 4"x2" REDUCER � �,v f � - vW ------ - - - - --- -- - FIRELINE_ __- y-c�.N --- s I � =- _ - -----�-�- --�-b \ \ \ EPTH MAGNOLIA - _ g w 6.0` --- -- ---.-.-.-.-. I .-.--.-. - ---- _ -"'-►^ ► ------ _ 9 PAVEMENT OR ONAREA OF NEW FULL -STREET - -- - -- ------ `----------------------------------------------- - - - - - - - - - - - -< -- "----------------------- - -----y--------------- ; 6.0 _�,�- ---- 2� SEw PARKING Ell ' •-- MENT _ 0 `I�YYI ((� ®®®_ � - -�* � __�� � ="-_ (P) BRICK SIDEWALK---- 77 � O -_-- .'r7 WITH EDGING << '� O I O < • jam, � GARAGE PARKING PVC SANITARY PROPOSED ASPHALT DRIVE PVC SANITARY ■ GARAGE PARKING PVC SANITARY ■ GARAGE PARKING ■ _ ■ ✓ SEWER LATERAL FOR AISLE FOR UNDERGROUND ■ SEWER LATERAL FOR ■ 29 PARKING SPACES (2 a 29 PARKING SPACES 2 SEWER LATERAL FOR ry ry 29 PARKING SPACES (2 ■ N PAVILION VI ry PARKING ( ^' ■ PAVILION II ACCESSIBLE, 1 VAN ACCESSIBLE, 1 VAN PAVILION IV ■ ACCESSIBLE, 1 VAN ■ / LENGTH = 315 FEET ■ LENGTH = 25 FEET ■ ACCESSIBLE LENGTH = 170 FEET ACCESSIBLE) = ■ ACCESSIBLE ■ SLOPE - 2.5% ) o INV. AT BLDG-596.0 ■ / � - � SLOPE = 4.0% ■ ADS NYLOPLAST YARD INV. AT BLDG=600.0 INV. AT BLDG=600.0 ■ i DRAIN SYSTEM SHALL i \ ■ ■ ■ / •, / CONNECT TO ROOF LEADERS 7 _ 80 13 9' / __ 9 _ 13 O u,_ ■ I AND COLLECT SURFACE RUNOFF 13 TYP. ry \ TYP. O - ^' i TYP. 9� FROM DRAIN BASIN INLETS i 9�FA12' 9' 12' ■ ■ / : / _ ■ ■ / ■ ■ / ----------------- - ----- __________________________________________ __- ■ ■ ■ 00 -It 8 DRY SWALE A t_ / � � PROPOSED 12'x25' � -- m • ----� i / PROPOSED ASPHALT DRIVE • / M LOADING ZONE PROPOSED 2 AISLE FOR UNDERGROUND PROPOSED 12'x25' N J ti GRASS OVERHANG LOADING ZONE x GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. PROPOSED 1" S" r OVERLAY EXISTIf PAVEMI EX. ST( SUBBA COMPAC SUBGR/ ASPHALT PAVING - MILL/OVERLAY x W V ' m 0f- �h -'' NO SCALE 80 2» SM SURFA 8" 21- BASE COMPF SUBGR ASPHALT PAVING - LIGHT DUTY PARKING SPACES NO SCALE SURFACE C 3" BM-25 BASE COUF 5" 21-A SUB -BASE COMPACTEI SUBGRADE ASPHALT PAVING - HEAVY DUTY DRIVE AISLES NO SCALE ROSSER ASSOCIATES ZONING: CO COMMERCIAL OFFICE TAX MAP 60 PARCEL 25 USE: OFFICE (VARIABLE WIDTH) 1 4" CONC. 4" 21-A STONE BASE CONCRETE SIDEWALK NO SCALE PARKING • / / • zo ADS NYLOPLAST YARD ---OHE----OHE- DRAIN SYSTEM SHALL-OHE----OHE----OHE----OHE----OHE-- -OHE�-- -OHEj / CONNECT TO ROOF LEADERS all/ AND COLLECT SURFACE RUNOFF FROM DRAIN BASIN INLETSAi LEGEND PROPOSED MILL & OVERLAY PROPOSED PAVEMENT VAR. WIDTH PRIVATE UTILITY EASEMENT SAN. MH. A-1 7 ul z M N M O N N Q W J W W O Q U Lu W Lu U) LU (D O N z Lu 0 z Lu G Q z Q W z � Q V 1 LL J O~ r� O;6 Cn O W Q JM J W V W H� w J F_ L w w a U) JOB NO. 202187 SCALE 1 "=20' SHEET NO. 4 DRAINAGE AREA DESCRIPTIONS Drainage Area Area (Acres) Cw BLDG VI TO Al 0.07 0.90 A2 0.02 0.30 BLDG VI TO A3 0.07 0.90 BLDG VI TO A4 0.07 0.90 A6 0.02 0.60 A7 0.02 0.60 BLDG VI TO A10 0.07 0.90 A10 0.05 0.53 Al2 0.05 0.76 A13 0.01 0.30 A14 0.09 0.54 B 1 0.11 0.43 B2 0.01 0.75 BLDG IV TO B4 0.13 0.90 B4 0.03 0.38 BLDG II TO B5 0.07 0.90 BLDG IV TO B6 0.14 0.90 BLDG II TO B7 0.07 0.90 B7 0.07 0.64 BLDG II TO B8 0.07 0.90 BLDG II TO B9 0.07 0.90 B14 0.14 0.43 B15 0.02 0.48 B 16 0.04 0.45 B17 0.02 0.60 SWALE 0.06 0.30 BASIN 0.17 0.37 �l 0�� SCOTT R. LLINS'Z I U Lic. No. 035791,� 11/30/20 IONAL E����� I it z w 0011-� 0 z w a Z 0 z J a j�e w � L0 11 z u) o 11 O 0 a 111 1■�1 U 0 Lu 0 �■■� m W J z ♦ �� EXISTING DRIVE AISLE L- - - _-- --- " / /% / / / I VAR. WIDTH ADS NYLOPLAST YARD i ♦ �` TO BE REPAVED AT I _� SWM FACILITY & I; I ♦ ♦♦ ,`� EXISTING GRADE I DRAIN SYSTEM SHALL ___ SAN. CO. CONNECT TO ROOF LEADERS DB S EASEMENT -- ------ -A --- TOP-605.76' -- �ANDCOLLECTSURFACERUNOFF/ o I ♦ ♦� AREA OF NEW FULL `% % i ` y DEPTH PAVEMENT FOR - _ _ - - - _ _ ----___ FROM DRAIN BASIN INLETS --- - - N \ `, \ ; ♦ � �® ON -STREET PARKING `.,,' � �s�- - / � �� ri � 'i ♦♦ ♦ �� PROPOSED 18 DRIVE AISLE U1 0 _ G > • \ - �� ---_ 1 ♦ �� - ����" >> ••• ••• 11 �\ .0\- I --- I -_------,--------- m ♦♦ �` -- - - i / •••��••• - _ ♦ _ / 11 ••••••• PROPOSED 20' DRIVE AIS A8 --- �'-------------------- Al O 6 7.50 A9 O 07,00, Y Y i 1 i I ' BLDG TO BLDG TO Al = 0.07 AC I A10 = 0.07 AC � I 1 \ 1 i-M]LIC) \ \ PARKING LEVEL FFE=607.67 i BLDG TO (PgASE 3) A3 = 0.07 AC I 1 I 1 BLDG TO ADS NYLOPLAST YARD A4 = 0.07 AC 607.50 DRAIN SYSTEM SHALL CONNECT TO ROOF LEADERS i AND COLLECT SURFACE RUNOFF FROM DRAIN BASIN INLETS ' \ \ 6 .67 --------- -- - ------605---- - - - _ x ROOF DRAT AND YARD INLET DESCRIPTIONS STIR. NO. PIPE INFORMATION INLET INFORMATION COMMENTS DIA. (in.) LENGTH* (ft.) SLOPE (%) INVERTINVERT IN OUT MATERIAL INLET TYPE RIM* ELEVATION Al CLEANOUT 605.67 6" CLEANOUT Al-A2 6 32.00 2.34% 603.67 602.92 HDPE A2 CLEANOUT 605.50 6" CLEANOUT A2-A3 6 92.00 1.05% 602.92 601.95 HDPE A3 CLEANOUT 605.50 6" CLEANOUT A3-A4 8 140.00 0.61% 601.95 601.10 HDPE A4 CLEANOUT 605.00 6" CLEANOUT A4-A5 12 10.00 1.00% 601.10 601.00 HDPE A6 INLET 606.67 12" ADS GRATE INLET A6-A7 6 20.00 1.00% 605.40 605.20 HDPE ED A7 INLET 606.67 12" ADS GRATE INLET A7-A8 6 50.00 1.20% 605.20 604.60 HDPE A8 CLEANOUT 607.20 6" CLEANOUT A8-A9 6 10.00 1.00% 604.60 604.50 HDPE A9 INLET 606.85 12" ADS GRATE INLET A9-A10 6 21.00 2.38% 604.00 603.50 HDPE A10 CLEANOUT 606.85 6" CLEANOUT A10-All 8 81.00 1.85% 603.50 602.00 HDPE All INLET 604.75 12" ADS GRATE INLET All-Al2 8 17.00 2.94% 602.0011 601.50 HDPE Al2 CLEANOUT 606.25 6" CLEANOUT Al2-A4 8 11.00 3.64% 601.50 601.10 HDPE A13 INLET 606.00 12" ADS GRATE INLET A13-A14 6 22.49 1.33% 604.00 603.70 HDPE A14 INLET 606.40 12" ADS GRATE INLET A14-A10 6 10.59 1.89% 603.70 603.50 HDPE LE I ,_�� -- - ` ----- 11 N�IJKRUIJU�)!:U WALL I ` / \\ -- B1 �� AREA OF NEW FULL 00 =- - - - - - - DEPTH PAVEMENT FOR ' �� ♦ r�------------�6�4 \�--- ------ \ 2�►SEON-STREET PARKING, --�442.$0 eon , � � 0 o \ o � 0 o 11 • i L BLDG TO ; I. BLDG TO A-_ BLDG TO ■ IN ' • � / / B4 = 0.13 AC B5 - 0.07 AC - B9 0.07 AC I �_ = DETENTION / - - - - - - - - - - - - - - - - - - - - - - - ", i PAVILION IV -'�PI PROPOSED SEGMENTEDI i i i BASIN B 1 _6o7.00 , PARKING LE EL Fj HANDRAIL, E 603.33RETAINING MAX H8 • , PARKING LEVEL (PHASE 2) FE- - (P 1 TW=598,BW=590 i■ r' i i, l ti �og� BLDG TO BLDG TO - - BLDG TO oo B6 = 0.14 AC ■ - B7 = 0.07 AC - B8 = 0.07 AC o / ■ L /i / i 1 606.67 1 � �r =--- -s-_ --_ ' I" ---------- `- �o�` �I- -- -_ - ■ I� I• / / r l r i i - l SWALE 1 o350------68 ---- -------------- - 6No / ■ ■ \\ / /� A5 ----- DRY SWALE A -_- ----- -- --------- ---- --- --- --- ---- °--- � - - - - - - - ----------- -.....................��-����----------� --- _ ---- - - ------ - - ------ _--__--------------------------- -- --- - ---- i B7 - / T 590-J0 %,'!� BASIN � - ' , u --_ ��- H - - 0 - -OHE -+. HE----OHE----OHE- -�OHE- oHe----oHe- o� _ PROPOSED SEGMENTED RETANING WALL W/I All ROOF DRAIN AND YARD INLET DESCRIPTIONS STIR. NO. PIPE INFORMATION INLET INFORMATION COMMENTS DIA. (in.) LENGTH* (ft.) SLOPE M INVERT IN INVERT OUT MATERIAL INLET TYPE RIM* ELEVATION B1 INLET 606.00 12" ADS GRATE INLET 131-132 6 20.00 1.00% 603.00 602.80 HDPE B2 INLET 606.00 12" ADS GRATE INLET 132-134 6 54.00 1.48% 602.80 602.00 HDPE 134 CLEANOUT 605.50 6" CLEANOUT 134-135 6 26.00 1.92% 602.00 601.50 HDPE B5 CLEANOUT 603.90 6" CLEANOUT 135-136 8 69.00 3.62% 601.50 599.00 HDPE B6 CLEANOUT 602.60 6" CLEANOUT 136-137 8 26.00 11.54% 599.00 596.00 HDPE B7 INLET 598.80 12" ADS GRATE INLET 137-138 12 146.00 1.37% 596.00 594.00 HDPE B8 CLEANOUT 598.00 8" CLEANOUT 138-139 12 78.00 1.18% 594.00 593.08 HDPE B9 CLEANOUT 599.75 8" CLEANOUT 139-1310 12 221.00 0.15% 592.75 592.42 HDPE B10 CLEANOUT 597.84 8" CLEANOUT B10-Bll 12 22.00 1.55% 592.42 592.08 HDPE Bll CLEANOUT 595.25 8" CLEANOUT 1311-1312 12 3.00 2.67% 592.08 592.00 HDPE B12 CLEANOUT 594.50 8" CLEANOUT 1312-1313 12 13.00 3.85% 586.50 586.00 HDPE ROOF DRAIN AND YARD INLET DESCRIPTIONS STIR. NO. PIPE INFORMATION INLET INFORMATION COMMENTS DIA. (in.) LENGTH* (ft.) SLOPE (%) INVERT IN INVERT OUT MATERIAL INLET TYPE RIM* ELEVATION SWALE RISER 600.00 6" RISER W/ DOME TOP SWALE-67 6 69.00 6.77% 600.00 595.33 HDPE B14 INLET 605.50 12" ADS GRATE INLET B14-B4 6 23.00 2.17% 602.50 602.00 HDPE B15 INLET 602.80 12" ADS GRATE INLET B15-65 6 15.00 3.33% 602.00 601.50 HDPE B16 INLET 601.37 12" ADS GRATE INLET B16-617 6 20.00 1.85% 599.37 599.00 HDPE B17 INLET 601.37 12" ADS GRATE INLET B17-B19 6 25.00 2.00% 599.00 598.50 HDPE B19 CLEANOUT 599.97 6" CLEANOUT B19-B10 6 45.00 6.84% 598.50 595.42 HDPE ' --- _ HANDRAIL, MAX HT. 8 ADS NYLOPLAST YARD TW=596,BW=590 DRAIN SYSTEM SHALL CONNECT TO ROOF LEADERS AND COLLECT SURFACE RUNOFF FROM DRAIN BASIN INLETS • VAR. WIDTH SWM FACILITY & ACCESS EASEMENT �' / / DB._, PG. �� �zo sgo:od / / 4p / POLE GRAPHIC SCALE 20 0 10 20 ( IN FEET) 1 inch = 20 ft. 0 w N l9 z ul z CD M M N M 1 O N N Lu J_ w O I..L Q U Lu U) Lu U) L0N.f/_ Q C] N z CW G 0 z �..0 G z � z Q �..�..� a- Lu , ^ V / Qv � z O I� V V z �..0 W r� V `W 1 JL�u 0 w a � JOB NO. 202187 SCALE 1 "=20' SHEET NO. 5 Conservation Plan Notes: 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 WITHIN THE LIMITS OF 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. 10. TREE PROTECTIVE MEASURES SHALL BE THE LAST OF THE TEMPORARY EROSION CONTROL PLAN MEASURES REMOVED DURING THE FINAL CLEAN—UP. 1992 3.38 FENCING AND ARMORING I DRY UNE� I SNOW FENCE 00 ,riw +1�ww BOARD FENCE 00 i CORD FENCE PLASTIC FENCE CORRECT METHODS OF TREE FENCING Aim 00 CORRECT TRUNK ARMORING •�" ,waw TRIANGULAR BOARD FENCE Source: Va. DSWC Plate 3.38-2 County of Albemarle Conservation Plan Checklist - To be placed on Landscape Plans (Handbook, pp III-284-111-297 for complete specifications) 1. The following items shall be shown on the plan: U 'frees to be saved; ® Limits of clearing (outside dripline of trees to be saved); U Location and type of protective fencing; U Grade changes requiring tree wells or walls; 0 Proposed trenching or tunneling beyond the limits of clearing. 2. Markings: ® All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. ® No grading shall begin until the tree marking has been inspected and approved by a County Inspector. 3. Pre -Construction Conference: Z1 Tree preservation and protection measures shall be reviewed with the contractor on site. 4. Equppment Operation and Storage: Z1 Heavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the driplines of trees to be saved. 5. Soil Erosion and Storttrwater Detention Devices: U Such devices shall not adversely affect trees to be saved. 6. Fires: U Fires are not permitted within 100 feet of the dripline of trees to be saved. 7. Toxic Materials: U Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved. S. Protective Fencing: ® Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. U Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction. 9. Tree Wells: U When the ground level most be raised within the dripline of a tree to be saved, a tree well shall be provided and a construction detail submitted for approval. 10. Tree Walls: U When the ground level must be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a construction detail submitted for approval. 11. Trenchine and Tunneling: U When trenching is required within the limits of clearing, it shall be done as far away from the trunks of trees as possible. Tunneling under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. 12. Cleanup: © Protective fencing shall be the last items removed during the final cleanup. 13. Damaged Trees: ® Damage trees shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist. NOTE: IT I5 E DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. 11/30/2020 NO TC-C 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 TRANSPOR TA TION. 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 MINIMALLY 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 CALCULA TIONS: TOTAL PROJECT AREA 228 AC): 99 317 SF CANOPY REQUIRED 209 : 19,865 SF PROPOSED NEW TREE CANOPY- 44,095 SF EXISTING TREE CANOPY TO REMAIN 0 SF TOTAL ON -SITE TREE CANOPY- 44,095 SF LANDSCAPING PLANT SCHEDULE SYM BOTANICAL COMMON NAME SIZE CANOPY (sfl QUANTITY COVERAGE (st TREES QP QUERCUS PALUSTRIS PIN OAK 3"cal. 471 10 4,710 BN BETULA NIGRA RIVER BIRCH 3" cal. 535 2 1,070 ASL ACER SACCHARUM 'LEGACY' LEGACY SUGAR MAPLE 3 " cal. 195 1 195 AR ACER RUBRUM I RED MAPLE 3 " cal. 452 5 2,260 UNDERSTORY TREES CF CORNUS FLORIDA'APPALANCHIAN SPRING' APPALANCHIAN SPRING DOGWOOD 3"cal. 124 9 1,116 PY PRUNUS YEDOENSIS YOSHINO CHERRY U-7' 1 99 5 495 EVERGREEN TREES MG MAGNOLIA GRAND IFLO RA 'LITTLE GEM' LITTLE GEM MAGNOLIA 6'-8' HT, 82 13 1066 JV JUNIPERUS VIRGINIANA EASTERN RED CEDAR 4'-5' HT. 62 28 1736 SHRUBS I ILEX x'MARY NELL' MARY NELL HOLLY 24" 1 min 97 6 582 IV ITEA VIRGINIA'HENRY'S GARNET' HENRY'S GARNET SWEETSPIRE 24" 1 min 64 59 3,776 IG ILEX GLABRA'NIGRA' NIGRA INKERRY HOLLY 24" 1 min 188 43 8,084 IL ILEX VERTICILLATA'RED SPRITE' RED SPRITE WINTERBERRY 24" 1 min 88 48 4,224 HI HAMAMELIS x INTERMEDIA ARNOLD'S PROMISE WITCH HAZEL 24" 1 min 113 41 4,633 HQ HYDRANGEA QUERCIFOLIA'SNOW QUEEN' OAKLEAF HYDRANGEA 24" 1 min 97 39 3,783 VC VIBURNUM BURKWOODII BURKWOOD VIBURNUM 24" 1 min 22 47 1,034 JD ILEX VERTICLILATA'JIM DANDY' J I M DANDY WINTERBERRY 24" 1 min 76 3 1 228 CS CORN US SERICEA RED TWIG DOGWOOD 24" 1 min 72 22 1,584 FIG FOTHERIGILLA GARDEN II DWARF FOTHERGILLA 24" 1 min 51 69 3,519 TOTAL CANOPY 44,095 SYCW 20' SEWER ESMT. 30' PRIVATE ROW I I SPRUCE�CED I I DB 1896 P. 237(pl a t) I FIT F/i I / / D8 738 P. 343(plat) j ------- t ------------- - �/ 20'& VARIABLE WIDTH s� VEPCO EASEMENT 9S F PUBLIC 20 WATERLINE I / (D.B.2561-704) _ _ _ c 0 � A S ESMT. VA' IEP; I EASEMENT I � 20 SPRUCE _ __ _ _ SAN. CO. MIN. (D.B. 3059-532) `� \J� - - - - �0E-605.76' - - • - A - - / WHITE GABLES LANE - � 30 PRIVATE ROW • 24 4R.. SCLINS'Z Lic. No. 035791,� 11/30/20 '�7 z w 0 z w z Z J O ri- LU a `E- Z U O_ Oz O 0O LL LU r H � m ` LU If) z 0 W N —--- — — NCHMAR O o --_-_ SPRUCE MAPLE CEDAR 59R/9:27' - - 1 A / v > ---- - - - C` - 1 S E - - / . �� `� / � _ / O---- OUT.589.9 z M / r ------ - -_-' - ----- - — 1 1' -- CV MO MO Ma MO MO MO - M MO M MO MO - - V - \ co LU q \ ' 2 QP I '� �. MO MO MO MO MO 0. MO - MO MO MO - MO _ --- - ._ 1" - - - I ��'--- -- --- -- - - _....., -- - - S� AS /..... \ I 30 ACCE S _ _ _, _ -- _ EASEM EN I , TYI1. µ / I I - + 1 PYPY CV � I 4 IG -�- _ -- � � - + 4 IG 4 I }' � � � � � 4 IG � z , LU HQ - I ♦ « II \ a 1 M 1 JD � I �_ I 8 FG W N I 1 6 HI 93 IV - 8 H 8 G x � 8 FG jl II � _ 1 JD 11 IV 6 HI 1 IM ♦� + j 1 IM -I 9 IV JD '�� � i 9 H 2C 0 II 6HI 7- W Q I ❑ E 7 VC VC + VC 4FG� 4FG 4FG # —M �'� LLJ z 1 J 6 6 I# I # i 1 I; . I d J + 1 IG _ , _ , Z _ 3 C kI A LU # 5 IL ® 1 - 1 I �, DETENTION ! I + BN LU PAVILION VI I I 1 PAVILION II / BASIN B Z 1 PARKING LEVEL FFE=6o7.67 I PARKING LIEVEOL�FFE=6o7.00 1 , - ' PARKING LEVELFFE=6o3.33 � i i i i % 5 HI j j / .. � � � � � �L9 O � Q (PHASE 3) (PHASE s) J H� �\ \ � / (PHASE 2) 1 � # 5HI _ 3 CS I j r� z 1 A I .� / 0 f / 1 CF _ i l/ i # + U A 12 IL 1 3 CS I,r ✓ , Q 11 IV 8 IV �` i 5IL 1 CF 12 FG 1 CF / / # 0 V VC 1 I V G ' I z � 5IL 7FG 4VC 4VC 7F \ I I � G 5' IL IL 1 - 4 VC ♦ ♦ 5IL 7 F rt / « ♦ ♦ A f �� 8 HQ I_ — D SWALE A - .� - - /� LUCIF M ---z < - x �€ � - �'' �� -i �`��� + + wpv< v + � � # # # + # + � r � � � '\r vuLij cttry m a U �_ v L L 8 HI � + / 4 IL � x x � `L Y, �n ��m rnn Y Nam Mahn n M�nn� x� x�� / 1 A R - m� m 13 MG TREE PROTECTION/ — OHE — OHE — 1 QP OHE — OHE OHE — ♦ ram— / Uj 1 QP_ 28 JV FENCE - , \ 7 IG TREES UP TO 4" CAL. SHALL BE STAKED I WITH 2-2"x2" HARDWOOD STAKES. - - \�f� TREES OF 4" CAL. OR LARGER SHALL BE GUYED WITH 3 EQUALLY SPACED, TWISTED ROBBER ASSOCIATES \ \ rr3: nn AND TURNBUCKLES. LOOP HOSE AROUND DOUBLE STRAND #12 GAUGE WIRE - \ _ 5 HI k / V # -6 / , WITH RUBBER HOSE & TURNBUCKLES c \ \ / k /\/ O TRUNK. FLAG WIRES WITH COURVEY TAPE. L / /'� ZONING, CO COMMERCIAL OFFICE - _ REFER TO SPECIFICATIONS FOR \ 1 2"x2" HARDWOOD STAKE TAX MAP 60 PARCEL 25 MP�NETI \ \ # k k FURTHER INFORMATION y\� CUT & REMOVE BURLAP FROM TOP 1 3 OF BALL AS SHOWN k \ / USE: OFFICE — # z k✓ / 0 SCARIFY SUBSOIL TO 4" MIN. DEPTH w MULCH SAUCER A-J GUYWIRES WITH RUBBERHOSEE AND 13 / k / , ES 23 TRFINISHED GRADE CS F - - - TURNBUCKL/ \I 2"x2" HARDWOOD STAKES, ALIGN I TREES UP TO 4" CAL. SHALL BE STAKED. - - / TOP OF STAKES TREES 4" CAL. OR LARGER SHALL BE / GUYED WITH 3 EQUALLY SPACED k ��{, 3 Hr. of rR ,;,,, TWISTED, #12 GAUGE WIRE WITH HOSE / SAN. MH. A-1 MULCH SAUCER AND TURNBUCKLES. LOOP HOSE �I� U I AROUND TRUNK ABOVE BRANCHES - - v ' / JI I lyl\ AMENDED SOIL MIX -III=III �� -III AS SHOWN, FLAG WIRES WITH k o0 _ n GRAPHIC SCALE O COURVEY TAPE. REFER TO SPECS FOR ADDITIONAL INFORMATION. I1=1II I -III II -III 1 I=1 III III-. -III=III III= AMENDED SOIL MIX 20 0 10 20 40 80 ni -III II I11- II-111 CUT AND REMOVE BURLAP FROM TOP COMPACTED SUBGRADE III III III= 1/3 OF BALL AS SHOWN — II - - SCARIFY SUBSOIL TO 4" MIN. DEPTH ( IN FEET) / III III —III III-III=11 Tree Planting and Staking Detail I�-III- 20 COMPACTED SUBGRADE Not To Scale 1 inch = ft. L - /Evergreen Tree Planting Detail Not To Scale — LU 0 LU d U) JOB NO. 202187 SCALE 1 lf=20' SHEET NO. 6 LUMI NAI RE SCHEDULE SYMBOL LABEL QTY CATALOG NUMBER DESCRIPTION LAMP LUMENS WATTS D FCL LIGHTING EXTERIOR DIE CAST GE 42068 2000 39 - FCW5306-12OV-39PAR20 ARCHITECTURAL CMH39UPAR20 -X-BK-BGW GROUND MOUNT FL25 HEX LOUVER/LPI G STERNBERG EXTERIOR VINTAGE BULBTRONICS 1700 32 MS805A-48OWB -R05 CTA BLACK FIXTURE W/ OCTAGONAL SHAPE W/ MXR321CI VBU/0 LAMP DECORATIVE SPIKES AND MXR321CIVBUIO SOLID ROOF I STERNBERG EXTERIOR BULBTRONICS 1700 32 MS805A-48OWB FIXTURE W/ MXR321CI -R05 CTA BLACK OCTAGONAL SHAPE W/ VBU/0 LAMP DECORATIVE SPIKES AND MXR32/C VBUIO SOLID ROOF V Note: LIGHT TYPE D SHALL HAVE A TYPE III LOUVER (HEX LOUVER) TO MAKE FIXTURE A "CUT OFF FIXTURE". LIGHT TYPES G AND I SHALL HAVE A TYPE III LOUVER OPTICS TO MAKE FIXTURES A "CUT OFF FIXTURE". J � � D - \ PAVILION aI PAVILION VT 0�4, � a SCOTR. LLINSZ U Lic. No. 035791,E z w 0 z Lu Z O z J a (� 0 �2 Lu ur) z U 12� O co 0 O O 4 O w COLu Lu Q HI Z HI / \ 0 o • 48" _ M r SYCAMORE S �' -- 20' DRAIN ' DE 1896 P.23 30 1 , � �1 � DB 738 P. 3 r >SPRUCE/CED EX. STREET 0, 9 f NEW STREETLIGHT Lu ti LIGHT I �,; ogvi co 0,5 1,7 2 4 �,5 0,5 0,4� 0,9 I . 4 0.4 - � 0, , 20" SPRUCE 2 0, 7 I---- 0,0 0,0 � � � 1,9 ,g 1,4 0,5 0�5 0,5 W �� 0,5 0,5 0,4 0,4 EX. ST ET �0 ,2 0,� 1,0 0,7 0,7 0,5 02 LI T 0,2 1,0 0 0,0 N C) 0,0 0�0 MAPLE1�0CEDARI� 0,7 1,9 0,9 0 0 14$' S LIC E 1,0 0 0,9 N z ------- 8 0,7 w Lu 0,5U. � 1,9 � 1�0 ,2 1� 5 0,2 0 ,7 W > � Q NEW STREET w 0,4 1,2 1 - 1,6 z 2 1,5 LIGHT 9 8 1,2 0 _j Q 2 ,5 0, Z cn a- w __ _ 1,0 2,1 2,1 ----_- �. o o � - � 1, 9 1, 0 1, 3 � , 0,4 ,2 3 4Q°�- 0� 1,9 1,0 1,9 2,6 0,9 0,4 0 W ----- O --- _ --rY - -- LL- o ° o z 0, - 2 /i Q J - 0,4 = a ❑ NEW STREET 5 0 0 0 oC 0 � LI HT V CD ,0 - 0�0 z -�� 0,0 P �� 2,4 3, - -- 0,0 W AVILI O Q 0 N 0 PARKING -- KI - N G LEVEL -- E _ I w L FF E 6 0 .6 I (PHASE 3) PAVILION IV - J 3 PARKING LEVEL FFE=6o O .o 5 3' S PAVILION II w (PHASE z) 7 3 PARKING LEV EL VEL FFE=6 0 \ 3 33 Lu J 0,0 (PHASE i) w M 0,0 CIO 0 Q Cn -- 0 Lu ---- �- - �. , Lu0o------- � 0, o o, o -- 0,0 0 1, Q 0,0 0,0 0,0 0,0 0.2 0,0 ,0 0,0 0 0 0,0 � 0,0 0,0 0,0 0,0 0,0 oc� - 0,2 0,0 0,0 0,0 0,0 Lu0,0 0,0 U H w r, w O w a u) ROS JOB NO. In sER G]�,A ]H[IC SCALE ZONING:SSOCIATES 202187 CO COMMERCIAL OFFICE 5 2° 4° COTAX MAP 60 PARCEL 25 SCALE USE.- OFFICE 1''=20' ( IN FEET ) 1 nch = 10 ft. SHEET NO. 7 Lanterns 6-314 �asi STERNI3EItU Lanterns 6-317 FCW Series Exterior die cast architectural wall mount I Architectural Catalog Number Series Voltage Source/Wattage Ballast Finish Accessories FCW5306 120V 100 INC 39MH Par20 or 30 E Electronic BK Black CIF Color filters 277V4 75W Par 30 70MH Par30 or 38 M Magnetic WH White EC E-coat 347Vn 9OW Par 38 100MH Par 38 CC Custom F Fuse (Canada) 1SOW Par 38 Color S Spike SDT Stepdown transformer oLED - LumiLED warm white only / 277V to 120V 12.1 watt diodes (total 12 watts) t t,J/ N£x L--�uvE �-• 12.3 watt diodes( total 36watts) 4 Incandescent will need remote stepdown transformer. ,2iNota available in LED Product Information Listing: U.L. listed for interior and exterior wet locations. Housing, Lens frame & Glare shield: Marine grade corrosion resistant heavy walled high pressure die-cast f aluminum construction. j Gasket: Neoprene continuous closed cell'O' ring gasket to ;f seal out contaminants. r9; l?+h Fasteners: Captive and recessed stainless steel, tamper resistant, hex socket screws. Diffuser: Lens is 1/8" thick, tempered clear, heat resistant, standard. Die-cast -cast ballast box INC: Medium base porcelain socket. Nickel plated uded with metal halide j±. shell, spring loaded contact. HID: Medium base 4KV pulse j.-7-3/8„—I rated porcelain socket. Nickel plated shells spring loaded p p p g contact. Incandescent and HID socket wire is double silicone jacket wire with a 2000C rating. t Ballast: Single voltage (120 or 277) core and coil, high power factor, thermally protected ballast, standard. Die-cast a. ballast box included with metal halide ballast.IQ EEV LED: 1 watt or 3 watt LumiLed Luxeon warm white diodes Spike Available 12" with a precision180 beam angle lens, projected through the r - lens to maximize the light output and performance. Integral !/;rr inverter and driver potted with a variable input of voltage from 120V to 277V. Consult factory for color changing or multi -color combinations. Finish: Five stage preparation process that indudes chromate Die-cast ballast box conversion and TGIC super polyester powder -coat 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. 02006 FC Lighting Inc reserves the right to change without notice details or spec rcalims in product design Product use certifies agreement to FCL's terms and conditions, Rev 3+2005 , M 42068 Specifications - GE Commercial Lighting Products Page 1 of 2 t a WORLDWIDE PARTNER - - - `- I Sit-E SEARCH 1-10ME s• PRODUCTS - EDUCATION / RESOURCES LIGHTING APPLICATIONS Where to Buy I FAQs I Contact Us I L litc-Nci 42068 - CMH39UPAR20FL25 GE ConstantColorq� PulseAr�a'� CMHO Ceramic Metal halide PAR20 GENERAL CHARACTERISTICS Lamp type High Intensity Discharge - Ceramic Metal Halide Bulb PAR20 Base Medium Screw (E26) Wattage 39 I V Rated Life 10000 hrs Bulb Material Hard glass Lamp Enclosure Type Open or enclosed fixtures (LET) Additional Info Ballast if protection, UV control PHOTOMETRIC CHARACTERISTICS Initial Lumens 2100 Nominal Initial Lumens 53 per Wait Beam Spread 25 ` Center Beam 7500 Candlepower (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 198 V (RMS lag ballast) (MIN) Warm Up Tinne to 90% 2/3 min (MAX) Hot Restart Time to 90% 10 min (MIN) Hot Restart Time to 90% 15 min (MAX) DIMENSIONS Maximum Overall 3.5000 in (88.9 nnm) Length (MOL) Bulb Base ------- View Large: ADDITIONAL RESOURCES Catalogs Testimonials Brochures Product Brochures • CeraiRic k4eial liaiide • Gold, • 1-111i lamps Application/Segment Brochures • co ntfacior Lightnto • Restaurant Lighting Sell Sheets •(,L2Coiistr;n[Cciorl<iGh4ial-at_nps iES/I:hotometric Download MSDS (Material Safety Data Sheets) Disposal Policies & Recycling Information http://genet. gelighting. com/LightPro ducts/Dispatcher?REQUEST=COMMERCIALSPECP... 8/l /2006 GENERAL The MS805 Main Street series is a modern replica of a popularly styled octagonal fixture, available with (A) or without (B) decorative spikes. It shall be appointed with a cast aluminum 6 1/2" decorative spiked finial. FITTER The fitter shall be heavy wall cast aluminum, 319 alloy for high tensile strength. It shall have an inside diameter opening to attach to 3", 4", 5'; 6"or 7"pole or tenon. When ordered with a Sternberg pole, the fitter shall be set screw- ed to the pole top or tenon. BALLAST HOUSING The ballast housing shall be heavy wall cast aluminum, cast Aluminum Construction WM or Without Spikes Hinged Glow Roof or Solid Top Type 3 or 5 Refractor Available Eight Sided Cage Photocell (Optional) 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 mogul degrees C. Medium base and 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 F. They shall have a 4-pin socket to accept quad or triple tube lamps. FIXTURE HOUSING The fixture shall be 16" wide (17 1/2" 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 in 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 (RE5G) distribution. It shall be secured to the socket stem with 3/8" plated steel threaded pipe nipple and rest on a cast aluminum holder with anti -shock gasket. The refractor will be secured to cast holder with a quarter -turn internal aluminum twist ring for ease of maintenance. q g The NIGHTSKYr" OPTI-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. The Louver LIST NOS. Optic System shall be made of hi hl ecular anodized aluminum and shall come standard with p Y g Y sp MS805A MS805AO medium base socket. MS805B MS805BO MAIN STREET NIGHTSKY" STAR -SHIELD" Roof Optics distribution shall be delivered by multi -segmented SERIES roof mounted reflector systems which eliminate uplight and provide cut-off. The reflector (Continued on back page) UT 1 STERn73E1�G Lanterns Specifications 6-316 POST & ARM FIXTURES CENTER ARM MOUNTED FIXTURE POST TOP FIXTURE POST POST CAP LIGHT SOURCE OPTICS OPTIONS LENS FINISH FT) BALLAST NO. OFARMS FIXT. I FITTER I POSTARM FIXTURE/FITTER (See Post Section) WATTS/TYPEIVOLTS 2❑ — MSti05A/3/579PMy. / MS805A/3 PT/ ;3412FP4 ?: /❑/ A WALL FIXTURES _ g LIGHT SOURCE OPTICS OPTIONS LENS FINISH PIER FIXTURES ),( BALLAST I Uses same information . 1 FIXTIFITTERl WALLBRACKEi WATTS/ TYPE/ VOLTS I boxes as wail fixture t'" MS805A/3/480WBS' / t00HP$120 / ':RE5G... / 'PECI`;. / •CA; / BK', MSBOSA/3/450PB' t FIXTURE I FITTER I PIER BASE PART NUMBER SELECTIONS FIXTURES POST ARMS WALL BALLASTS LAMPS4 FINISHES • 478PM BRACKET 35HPS' HPS35/MED STANDARD MS805B• 478TS ARMS 50HPS' HPS50/MED BK Bac • MS805AOI 48OPM 478WB 70HPS HPS70/MED erde Green • MS805BO, 480DPM 478TSWB 100HPS HPS100/MED PG Park Green • 55LPM 150HPS HPS150/MED ABZ Arch Med FITTERS 6236PM • 480DWB 200HPS' HPS250/MOG/ED18 Bronze • /3 579PT 55LWB 250HPS* MH50/MED SI Swedish Iron • BOA TAPT 6236WB 50MH MH70/MED DB Dark Bronze • BD/5 TASCR 579W8 70MH MH100/MED • TAWB • /6 100MH MH150/MEP FINISHES • TASCRWB • /7 OPTICS 150MH CUSTOM MH175/MED • RE30 175MH WH White MH250/MOG/ED28 RT Rust VOLTAGES RE5G PIER MOUNT 250MH* PLT26 CM Custom Match • 120 ALZAK 450PB 26PLT PLT32 01 Old Iron • 208 HSS 32PLT LENSES PLT42 TT Two Tone • 240 L03-S° 42PLT • CSA 277 L05-Ss INCAND -"M"3aa` CA • QL55** OPTIONS L05' U;+ �QL85'* PEC1 Photocell -Bimetal 120 Volt (120-2 77) R02H-S° PA •PEC2 Photocell -Bimetal 208-277 Volt • R03H-S' WA PEC1-E Photocell -Electronic 120 Volt • RO5H-Sit PEC2-E Photocell -Electronic 208 -27 7 Volt • FHC' 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) 135HPS is 120 voilonly. with ballasts up to 175 watts. Mogul base sockets are standard BF Ball Finial or Font (TA,TASCR) 250HPS a callable as 120 or 277 with ballasts 200 watts and over. Mercury vapor ballasts and LAMPS Select from list volt only. Others are special order. induction lamps are available. 3MED base only when used to ' Medium base lamp only, EDIT house lamp. a RE3G, RE5G or FHC optics only,175 watt max. 4 Standard is clear, for coaled HID r Choice of 3 Models: Medium base for Hips or MH (ED17 only). -Type AO and DO Lensed Roof limited to -consult factory lamps add 0 (MH70/0/MED). Or mogul base for HPS (ED18 only). Or mogul base for MH 176 watt max. Higher wattages require for specification Medium base sockets standard (E028 only). RE3G / RESG or RO Roof Optics details �TEN;NBEI�G 555 Lawrence Ave. Roselle, IL 60172.847.588.3400 • Fax 847-588-3440 LIGHTING www• sternberglighting.com Email: info sternberglighting.com t STERNI3Eli6i 6-315 FIXTURES / OPTICAL SYSTEMS 16'w 15 W taw /BW Alzak Disc ROH Roof Optics \ fzo" / 2, 3 or 5 L03-S 3B" 38' 38' 38' L05-S Louver II I I Optics Ll M8806A MS805B M8805AO M6805BO RESG HSS FHC Frosted LOS 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 LIST NO. cavity shall be made of specular anodized aluminum. Roof Optics Type 2 (R02H-S), Type 3 MS805A (RO3H-S), Type 5 (R05H-S) horizontal are available for medium base lamps. MS805AO MS805B Frosted Glass Hurricane Chimney (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 MS805 fixtures can be supplied with an optional quartz re -strike system to retain constant fixture light if the H.I.D. lamp fails. The fixture will be equipped with a 100 watt quartz lamp and a controller to run on a 120 volt circuit and must be used in conjunction with a 120 volt or multi -tap ballast. PHOTOCELLS Photocells shall be either the thermo 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 fitters are packaged separately for ease of wiring to source. The thereto bi-metal photocell shall be designed to turn on at 1,0 footcandle and turn off at not more than 5 footcandles. The electronic button type photocell is instant on and a 5-10 second turn off and shall turn on at 1.5 footcandles with a tum-off at 2-3 footcandles. Photocells are either 120 volt or 208 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 ann 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 sys- tem which includes alkaline cleaning, rinsing, phosphoric etching, reverse osmosis water rinsing, and non -chrome sealing to ensure corrosion resistance and excellent adhesion for the finish coat- ing. The finish coating shall be electrostatically applied semi -gloss, super durable polyester pow- der baked at 400 degrees for a durable and superior, color retentive finish. Our o antique optional g P P 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. .Q �p TEKNBE G 555 •-Y44 ((`� Lawrence Ave. Roselle IL 60172 • 847-588 3400 •Fax 847-588 3 40 v www. sternber li htin .com Email: info sternber li htin .com s-o6 LIGHTING g 9 9 @ 9 9 9 31068 - Specifications - GE Commercial Lighting Products Page 1 of 2 11 / \ , . WORLDWIDE PARTNER F.— SITE SEARCH HOME -PRODUCTS EDUCATION / RESOURCES LIGHTING APPLICATIONS Where to Buy I FAQ9 I Contact Us I Elite Nei 31068 - CMH150CU942MED/O GE Protected ConstantColc,CRR, CMH® Ceramic Metal Halide ED17 ADDITIONAL RESOURCES GENERAL CHARACTERISTICS Catalogs Lamp type High Intensity Discharge - 7estiinloniais Ceramic Metal Halide Brochures Bulb ED17 Product Brochures • Ceramic Metal Halide Base Medium Screw (E26) Application/Segment Brochures Bulb Finish Coated • Contractor Lighting Wattage 150 Sell Sheets Rated Life 15000 his • COI'IslaiitCOIOr,'O C;MH 150 Watt Open -Rated Elliptical Lamps Bulb Material Hard glass MSDS (Material Safety Data Sheets) Lamp Enclosure Type Open or enclosed fixtures Disposal Policies & Recycling lofoo matiw) (LET) PHOTOMETRIC CHARACTERISTICS Initial Lumens 11000 Mean L.umens 8300 Nominal Initial 73 Lumens per Watt Color Temperature 4200 K Color Rendering 90 Index (CRI) ELECTRICAL CHARACTERISTICS Burn Position Universal burning position Warm Up Time to 2 min 90% (MIN) Warm Up Time to 5 min 90% (MAX) Hot Restart Time to 15 min 90% DIMENSIONS Maximum Overall 5.4300 in (137.9 mm) Length (MOL) Nominal Length 5.430 in (137.9 mm) Bulb Diameter (DIA) 2.125 in (53.9 mm), Light Center Length 3.370 in (85.5 mm) (LCL) PRODUCT INFORMATION Product Code 31068 ni>4. r=iz Lr http://genet.gelighting.com/LightProducts/Dispatcher?REQUEST=COMMERCIALSPECP... 811 /2006 GEMXR32CVBU0 Ordering Code: 0009167 Master Case: 6 HID General Lighting Product Specifications Mfg Part* MHR32/C/v8U/O Type f it METAL HALIDE Watts 32W Base MED / E26,E27 Finish{4} COATED shape ED17 Burning Position VERTICAL BASE UP _ ANSI Ballast Type M100 •� Ordering Code 0009167 - Mfg Ordering Code 16469 BT Part# GENXR32CVBUO BT Description GE MXR32/CJVBU/O 916469 Additional Pro ductData Overall Length (ram'") 138MM CC Temp / Kelvin 3200K Initial Lumens 2400L Mean Lumens 1700L CRI 70CRI Life 100001­1 Addt'IInfo OPEN 1mk,�.,ssrx FCSL Series FCSL443 Recessed or drive -over LED with die cast or ('�� - stainless steel faceplate FCSL440 ,... �... ,. .. C1 —6) Catalog Number Series Voltage Wattage Ballast LED Diode LED Style Finish Accessories FCSL440 Evelio 120V 35QW T-4 E Electronic WH White SC Screen BK Black WH White CCL Custom color lens FCSL441 Open face 20W T•4 (bi•pin) (opal lens CO Collar, mounting FCSL442 Louvered face 36WT•3(bi•pin) Consultfactory standard) CC Custom EC FCSL445 3 window LED 15W $11 for amber, blue, color F Fuse Fuse FCSL443 Open face 120MHT4.5(bi•pin) green or red SS Stainless PCL Polycarbonale stainless steel steel lens (PL only) Note: FCSL440 are not iacstaes available for drive over. 44\• �C 1.1 watt diodes (total 1 watts) 2.1 watt diotles (total 2 watts) 1-3watt diodes (3 total watts) Product Information Listing: U.L. listed for wet and dry locations. Housing: Marine grade corrosion resistant heavy walled high �• COD —pressure die cast aluminum housing and faceplate. PVC exterior -CO mountin housin for wall and in round a lioations.00•( ) 9 9 9 Pp e Gasket: Channel silicon w' tempered step lass lens e gasket with p p g FCSL 440 FCSL441 FCSL442 FCSL445 which is flush with the faceplate. Eyelid Open face Louvered face 3 Window Fasteners: Captive and recessed stainless steel, tamper resistant, hex socket screws. 004-3/4" FCSL443 Diffuser: IncILV: Lens is 3/8" thick, clear tempered glass, heat Open,facestainlesssteel resistant, standard. LED: Lens is 318" thick, opal tempered glass, „ heat resistant, standard. Socket: Inc: Mini -can base for incandescent quartz. LV: Ceramic 2L.OJ �. pin socket with nickel plated contacts. f LED: 1 watt or 3 watt LumiLed Luxeon warm white diodes with a preciworl18° beam angle lens and tilted at a 450 angle to project CO - collar option through the die cast louver to maximize the light output and ,I " performance. Integral inverter and driver potted with a variable input 4-3/4 of voltage from 120V to 277V. Consult factory for color changing or multi -color combinations. -'.. Ballast: 20W T4.5 bi-pin metal halide is available with a remote y ballast only. Finish: Five stage preparation process that includes chromate conversion Exploded view and TGIC super polyester powdei is standard. Optional E-coat process added to standard finish including zinc phosphate. Mounting: Rated for concrete pour. Consult factory for drywall accessories. ©2006 PC Lighting, Inc. reserves the right to change• without notice, details or specifications in product design. Product use certifies agreement to FCL's terms and conditions. Rev. 712006 29696 - Specifications - GE Commercial Lighting Products Page 1 of 2 I(ailllll(,i WORLDWIDE PARTNER F_ Sl I(' Sk:ARCIf HOME -PRODUCTS - EDUCAI"ION/ RESOURCES LIGHTING APPLICAI IONS Whec; l0 fltay I FAQs.I C gidact Us I L'.htciyr-,I 29696 - CMH39T/U/942/G12 GE ConslantColonii) PulseArcO CMI-10 Cetannic Meta Halide T4 Z GENERAL CHARACTERISTICS Lamp type High Intensity Discharge - Ce'amlc Metal Halide Bulb T4.5 Base: Bi-Pin (G12) Wattage 39 Rated Life 12000 his Bulb Material Quartz Lamp Enclosure Type Enclosed fixtures only (LET) Additional Info UV control PHOTOMETRIC CHARACTERISTICS Initial Lumens 3150 Mean Lumens 2700 Nominal Initial Lumens 80 per Watt Color Temperature 4200 K Color Rendering Index 88 (CRI) ELECTRICAL CHARACTERISTICS Burn Position Universal burning position Warm Up Time to 90% 2/3 ntin (MAX) Hot Restart Time to 10 min 90%,(MIN) Hot Restart Time to 15 min 90% (MAX) DIMENSIONS Maximum Overall 3.5600 in (90.4 met) Length (MOL) Light Center Length 2.180 in (55.3 ram) (I -CI_) PRODUCT INFORMATION Product Code 29696 Description CMI-139T/U/942/G12 ANSI Code M130 Bulb Base i..... .. ..... ......-1 I I it Vievit Large] ADDITIONAL RESOURCES Catalogs Teafintonials Brochures Product Brochures • (t I t n c Mot 11 halide Application/Segment Brochures • Gontlaclor Lighting Sall Sheets • Const tnlColordt C lA ' Singlt Ended (312 _amlps MSDS (Material Safety Difla Sheets) Disposal Policies & Recycling Information http://genet.gelighting.com/LightProducts/Dispatcher?REQUEST=COMMERCIALSPECP... 8/1 /2006 SCOTT R LLINS z-) Lic. No. 035791 1,. o� 11/30/20 �,� 0�� TONAL E11���� H Z LU 0 Z LU Q Z z g O CL LU a H ZU 0 Lit O 0 Oz O O J LU tY Q CO W U) Q Z h-1 W NON LU lasessesse J_ V / Q W 0 0 • I Q z LU J co V UJ lasessesse IsessTi i LU J H U ~ LU r, w O LU a cn JOB NO. 202187 SCALE NA SHEET NO. 8