Loading...
HomeMy WebLinkAboutSDP202300012 Plan - Submittal (First) 2023-02-14GENERAL 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 TO PO & 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 JANUARY, 2023. 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. 4 STORIES 1 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'x2S' 2. ONSTREET PARALLEL PARKING SPACES = 29 SPACES TOTAL PARKING PROVIDED = 176 SPACES + (2) LOADING SPACES A 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 UNDERGROUND DETENTION PIPE 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 MINOR SITE PLAN AMENDMENT TO SDP2020=77 (AMENDMENT#2 TO SITE PLAN SDP11111111111112003IIIIIIIIIIIII00034) A A" A/ 60 FOR PHASES III, IV6, & IVC SAMUEL MILLER DISTRICT ALBEMARLE COUNTY, VIRGINIA S d va y xg�2� a D ITE TRIP GENERATION: TRAFFIC IMPACT NUMBERS ARE BASED ON THE ITE 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) a o �n� n C OO /Ih�I �ry J� e.= ti MINOR SITE PLAN AMENDMENT PROPOSED CHANGES: Al REVISION TO BUILDING HEIGHT FOR PAVILION VI. BUILDING HEIGHT CHANGE FROM 3 STORIES TO 4 STORIES. HEIGHT MODIFICATION WAS APPROVED BY ZONING IN SEPTEMBER 2022 WITH A LETTER OF DETERMINATION. A2 SHIFT OF ON -STREET PARALLEL PARKING SPACES WITHIN WHITE GABLES II TO THE OTHER SIDE OF THE STREET, INCREASING THE TOTAL NUMBER OF ONSTREET PARKING SPACES BY (4) TOTAL SPACES. A3 THE DRY STORMWATER MANAGEMENT SWALE HAS BEEN REPLACED WITH AN UNDERGROUND DETENTION PIPE. A4 ADDITION OF AN ASPHALT PATHWAY FROM THE WHITE GABLES LANE DOWN TO KENRIDGE ROAD, AND THE ADDITION OF A STAMPED ASPHALT PATHWAY ALONG WHITE GABLES LANE. MINOR SIDEWALK ADJUSTMENTS. QS MODIFIED A CLEAN-OUTTO A YARD INLET TO COLLECT RUN-OFF FROM WHITE GABLES DRIVE AND DIVERT IT TO THE STORMWATER MANAGEMENT FACILITY. Q6 UPDATED LANDSCAPING PLAN FOR MINOR LAYOUT CHANGES. z A � Eight WoOas<n d W ? $ S 3 � q C p� o `3"Ra p 250 F c w o� 0 0 oo '2 VICINITY MAP SC�LE: 1" = 500' aC Pa lediatric Associate= Of Chado... ' '�The Mark& !"y Rd -h wlair F Edema � � a� 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. 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. 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 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 S. 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 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 THEN 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 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: 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 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 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. LEGEND SHEET INDEX ROADS EXISTING CULVERT TITLE SHEET DROP INLET & STRUCTURE NO. COVER 1 EXISTING CONDITIONS 2 CURB OVERALL PHASING PLAN 3 CURB & GUTTER LAYOUT & UTILITY PLAN 4 # GRADING & DRAINAGE PLAN 5 * PROPOSED ASPHALT LANDSCAPING PLAN 6 I` PROPOSED CONCRETE LIGHTING PLAN 7 LIGHTING DETAILS 8 PROPOSED PAVER (IMPERVIOUS) TOTAL SHEETS 8 BENCHMARK NOTE: THE ASTERISK DENOTES THE SHEETS THAT W_ VDOT STANDARD STOP SIGN ARE BEING ADDED OR AMENDED WITH THIS z-, EXISTING CONTOUR SITE PLAN AMENDMENT #2 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 iCOTT/R. Cb•LLINS�Z Lic. No. 035791.n 02/06/23c�4 �IONAL E:��AG1 J 0 s CL CL oa H az w U Z w Z Z 0 w Q O Z O Z g a (/� w w V� H V) W eo_\ Lu N ® CY)qzt \..000 1 C) LuVI W N J Lu J U) w z L9 I— < J Q w U Lu W (U) Y Lu Lu 10� \/ OO ulU, z U H5� Lu Z � W - Lu U) _j J~ 0° LU Q J Q `� LU O 0 C) H� N u � w J Lu F u w 0 w a � JOB NO. 202187 SCALE AS NOTED SHEET NO. 1 SULLIVAN, PAUL FRAN( _ CARR, HOWARD M TRUSTEE & ANNE MAF / -- - Z ING: CO COMMERCIAL OFF] SULLIVAN, TRUSTEE ONING: CO COMMERCIAL 604 - TAX MAP 60K PARCEL 2 TAX MAP RESIDENTIAL fiO4 WAMC AO E�SBY & USE: RESIDENTIAL DANIEL, THOMAS M, TRUE E USE: RESIDENTIAL ' _-- - -i ING: CO COMMERCIAL OFFl U/T THOMAS DANIEL TR 603 TAX MAP 60K PARCEL 1 ING: CO COMMERCIAL 0 ICE 603 USE: RESIDENTIAL TAX MAP 60K PARCEL USE: RESIDENTIAL 602 602 i KENRIDGE HOA, INC \ \ 601 6�p� \ \ ZONING: CO COMMERCIAL OFFICE TAX MAP 60K PARCEL Al USE: OPEN SPACE \ f \ 1 \ I I N19'4 '45"E v I 425.06' I \ TMP 60-26C 1130' & VARIAB PAVILION V I �I i �. EXISTING1 A, CESSEASEME(N CONDOMINIUM 26601 P.224 lot 0.63 ACRESBI 2706P.163(p10-o` TMP 60-26 20'& VARIABLE WIDTH o.86 ACRES VEPCO EASEMENT 20' WATERLINE (D.B.2561-704) • I I � � i �, EASEMENT; TYP. D.B. 3059-532 L 2b*ATER EA�ME�lT (D.B. o a 1 v 305�9-532�� C w > MA CO I II - - m 12„ I C17 1 v �1 V�\ - - w� I m MAPLE N GtF,I ��\v 1Jv�OC�T57 z I D 65.67 i \ G Y mm D \ /' x' y LI ITS OF PRI ATE TMP 60-26AA C\ - F�s4" \ F �� � \ � � J 30 ACCESS E MT. 2 I z IN I I TT1 \ /� `� i �7 DARRELL, ]OHN STEWART, `3 m TRUSTEE JOHN STEWART I SYCAM C, DARRELL TRUST EXISTING / I • 2 0.18 ACRES / PINE 11 1 / q NOLIA MANOR HOUSE DB 4240, PG.544 / '`�\\iI I / l ^ay>Q F U LI 20 WATER INE EASEMENT s \ o I _ /I v / AC \gIES; -532 \ \ D - I /` I � ) \ N 00 0, r� Q I I �� / / ` SPRUCE \ \ MA A I C15 1 \ EXISTING TREE TO REMAIN �1 .3.8 ACRE \ m I ' \\ S - EXISTING 6`D.1.-WL TO v \ DO *I E rQ PLACED \ y \ - 1 \ �U U✓� WITH AN 8" D.I _ S ESi�ET-�' I _ W SSII m \ EAS MENT; tYP. C6 L3 II � \ YL000000000000, 11111110IIIII,, - ` 13 �� TREE Cf)E PROTECTIONS EXIS FENCING (TYP.) YD I \ I EXISTING TREES TO REL I L - - •48' \ A BE REMOVED PROJECT LIMITS z \ \ { a rn I I. C10 � ` I}�;/� v I ® I x I I 2.295 ACRES TMP 60-26 ` �Ltv WHITE GABLES CHARLO I TMP 60-26 C11 \ c/o ROBINSON DEV G z I (O #282 ACRE 3.438 ACRE I D / rn 30' DB.2660, PG. r w MAGNOLIA 18" 4" o AG LIAI - TREE PROTECTIO I NE r ` FENCING TYP. I I � e. DAR \ 1. IRON , I FOUND '--------/ I I I f EXISTING EXISTING STAGGERED ROW OFFICE BUILDING OF EVERGREEN TREES ON ADJACENT PROPERTY II 4 I II f II I I I � I I ,I I \ I I f I I I I II 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 PITTS, P MURRY ZONING: CO COMMERCIAL' TAX MAP 60K PARCEL USE: RESIDENTIAL JAMES III & ALICE F MALONE CO COMMERCIAL OR MAP 60K PARCEL 5 USE: RESIDENTIAL _ 'IN, PETER, TR OF THE CHAPIN TRUST & DIAN I, TR OF THE DIANE Ch CO COMMERCIAL OFFI A1AP-60K--PA 7 USE: RESIDENTIAL HOWARD FAMILY TRUE : CO COMMERCIAL OR ( MAP 60K PARCEL 6 USE: RESIDENTIAL MORE, KAREN L 2017 ING: CO COMMERCIAL I TAX MAP 60K PARCEL USE: RESIDENTIAL ALENTINE, CARL MICHAEL & SHANNON RUTTER VALENTINEZONING: CO COMMERCIAL OFFICE TAX MAP 60K PARCEL 1 USE: RESIDENTIAL S, ROBERT L OR K, CO COMMERCIAL MAP 60K PARCEL USE: RESIDENTIAL KENRIDGE HOMEOWNERS ASSOCIATION INC ZONING: CO COMMERCIAL OFFICE TAX MAP 60K PARCEL B1 USE: STORMWATER MANAGEMENT 823.40' 398.34' / I / N17°25'22"E 1.09' I FROM CORNER � I I 20'SEWER EAS NT (D.B.2660-22 & I / D.B.3059-5,25) PAVILION III PAVILION I EXISTING I CONDOMINIUM EXISTING _ CONDOMINIUM I / 2.85o ACRES I I I I (0 U0 I / s C, I ' o0 m- I F mac- 0 A(�E20' DRAIN I • 48 \ 896 P JJ(Plat EXISTING SANITARY/ \ 3a P s(Pmt TO REMAIN TMP 60-26A 20' SEINER ESMT.� EXISTING SPRUCE/C-D DB 1896' P.237(plat) SWM �DB 738 P. 343(pl t) FACILITY I -- -I I 20'& VARIABLE WIDTH I / VIRGINIA ELECTRIC & V(D B- EASEMENT / / �D.e.zs61-7oa) � ' POWER CO�PANY EASEMENT �J� 20" SPRUCE SAN. Co. I (D.Bi262-14) / - - -I0� 605.76 - 24" - - - = I 7" DB . �� u so = 1, N AR / P CE tAgLE T=599.2T wavaTe ^acEa LMINTANE r oP M sso oe' ` 20'GRADING & B FFER SETBACK AR A Ll (D.B.1896-238 LAT) 20' SEWER E MT. - i-eaSeMf�T DB 1896 P.23 (plat) DB 738 P. 34 (plat) SAN. MH A-2 / / 1 / / TOP=590.16' RANT TO / EXISTING SANITARY / // INVOUT saso4' RANT TO BE - - I / / OCATED , - ' EXISTING ASPHALT _ _/ - _ TO REMAIN TRAVELWAY - I EXISTING r 20'& VARIABLE -WIDTH -'I I I � STOCKPILE _ _ - I i I / O SETBACK AREA VEPCO-EA EMENT - (D.B.2561-704) / EXISTING SAN. SEWER TTESVILLE LC ' EASEMENT TO BE VACATED ROUP INC 218 / ' / _ EXISTING / / / SEDIMENT ,-- i1�/ TRAP // N - ' ALBEMARLECOLINTYGISI \ / /// //� THE CHESAPEAKE & OHIO MANAGED STEEP SLOPES 0 RAILWAY COMPANY - _ OVERLAY (TYP.) 517.21' - ' _ �' ' -� v i / c' Q/ D.B. 169-593, 594 PLAT i // o �'-OHE� OHE7� 0 �Q 0) / _ h RADIUS ARC TANGENT CHORD CHORD BEARING- 75.00 174.79 174.70 137.84 S27°15'34"E LINE DELTA C1 133`31'54" 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" 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°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 iA T.M. 60 - 25 ' ROSSER ASSOCIATES _ / / ' SAN.Mid. A-1 D.B. 1083-50 D.B. 635-308 PLAT USE: OFFICE ZONING: CO COMMERCIAL OFFICE ' / 30 0 GRAPHIC SCALE ( IN FEET ) 1 inch = 30 ft. SCOTT/R. 05LLINS'Z ti Lic. No. 035791,E a 02/06/23 J 0 z a a o F- LU ZU u � o z o BE w a O 0 z 3 1�1 Ln a V� w w Ln F�1 �' WIce ti C'') N ,� N z Lu wCn N N w ; 0 W Lu J Q z ® Lu H 0 z = Lu O v 'L^ z �v' � Lu L.L x I= O Lu z I� LuLu /G ® C/) Lu J L J C° W J�(D Q LU O CD 0 I� N w u u 0 F w Lu JOB NO. 202187 SCALE 1"=30' SHEET NO. 2 m 0 m m 0 -n v D m K m z RON IFOUND .30' & VARIABLE WIDTH. ACCESS EASEMENT DB 1896 P.=(plat) KENRIDGE HOA, INC ZONING: CO COMMERCIAL OFFICE TAX MAP 60K PARCEL Al USE: OPEN SPACE IAM C WEATHERSBY & CHARLOTTE F CO COMMERCIAL OFF ( MAP 60K PARCEL 1 USE: RESIDENTIAL CARR, HOWARD M CO COMMERCIAL I MAP 60K PARCEL USE: RESIDENTIAL 425.06 \NIEL, THOMAS M, TRU: /T THOMAS DANIEL TR ING: CO COMMERCIAL TAX MAP 60K PARCEL USE: RESIDENTIAL N19'41'45"E TMP 60-26C PHASE II PAVILION V EXISTING CONDOMINIUM PITTS, P MURRY ZONING: CO COMMERCIAL SULLIVAN, PAUL FRANCIS TAX MAP 60K PARCEL TRUSTEE & ANNE MARIE USE: RESIDENTIAL SULLIVAN, TRUSTEE IING: CO COMMERCIAL OFFICE TAX MAP 60K PARCEL 4', USE: RESIDENTIAL ALONE, JAMES III & ALICE REN MALONE E ZONING: CO COMMERCIAL OFFIC TAX MAP 60K PARCEL 5 USE: RESIDENTIAL 823.40' PAVILION III EXISTING CONDOMINIUM 1, PETER, TR OF THE HAPIN TRUST & DIAN TR OF THE DIANE CF CO COMMERCIAL OFFI THE HOWARD FAMILY TRUS NING: CO COMMERCIAL OF TAX MAP 60K PARCEL 8 USE: RESIDENTIAL 398.34 VALENTINE, CARL MICHAEI SHANNON RUTTER VALENTINEZONING: CO COMMERCIAL OFFICE TAX MAP 60K PARCEL 1 USE: RESIDENTIAL 2E, KAREN L 2017 CO COMMERCIAL :MAP 60K PARCEL USE: RESIDENTIAL PAVILION I EXISTING CONDOMINIUM PHASEI 4RDS, ROBERT L OR KAF IING: CO COMMERCIAL 01 TAX MAP 60K PARCEL 1 USE: RESIDENTIAL I DB 738 P. 343(plat) 0.63 ACRES 2.85o ACRES I I TMP 60-26 20'& VARIABLE WIDTH PHASE o.86 ACRES VEPCO EASEMENT 20' WATERLINE (D.B.2561-704) EASEMENT; TYP. r r I I I I A ASE IV D.B. 3059-532 L 0 I 20'WATER EASEMENT (D.B. o v A 3059-532) C �s 0 r I y M ------ f I F1R� �1NE ITT U 5' WIDE SIDEWALK RO - , \ Cl r I MAPLE m fTl rrI �1 ' 0. 6 oN N20'5T57"W PIJAS G�` C2 $ z s' II. ITT D 65.67' ' /'~ L. 20' DRAINA E F n y LIMITS OF PRIVATE - - 48" D8 1896 P.23/p�(pl �' I I OB 738 P. 31(PI r 14" r 30' ACCESS ESMT. TMP 60 26AA C __ f4 Z INE m '� i C7 DARRELL, JOHN STEWART, 2 `3 I _ m �'rI�/�G '� - TRUSTEE JOHN STEWART I SYCAMO • TMP 60-26A 20, SEWER ESMT. 4' RELOCATE STREET LIGHT DARRELL TRUST U PINE BEHIND SIDEWALK ' t 2 \ 0.18ACREs SPRUCE/CED PHASE II I DB 1896 P. J4J(jplat) ____ 10' SHARED USE PAT AGNOLIA DB.azao, PG.saa I I � OB 738 P. 343(pl t) � -"---- C8 'e I %' I� ���\ // 20'& VARIABLE WIDTH - -- ' ECG-12 (TYP. �P i / IMITS OF PUBLIC JO5 ` oa2561-704� � 20 WATEREASEMENT I ��'V�' ` ( ) ACCESS ESMT. VARIES; O )�' //� 20" SPRUCE sAN. co.T ! w i MIN. 3,0 e, 2D B. -532 h rP� C Z • o OP=6os. 6' KENRIDGE HOMEOWNERS ASSOCIATION INC ZONING: CO COMMERCIAL OFFICE TAX MAP 60K PARCEL B1 USE: STORMWATER MANAGEMENT N17'25'22"E 1.09' FROM CORNER II 20'SEWER EASMENT (D.6.2660-224 & D.B.3059-5k5) I I Err VIRGINIA ELECTRIC & POWER CO PANY EASEMENT (D.B 262-464) RAILWAY COMPANY Ierr I NE r ^'^ �` / D.B. 169-593, 594 PLAT 10' SHI RED USE PATH 1 IRON I BL G FLOOR AREA SMALLEST UNIT MIN FLOOR AREA FOR LARGEST UNIT PER CONDITION #7 FLOOR AREA LARGEST UNIT PA II 2152 SF 2798 SF 3697 SF PA IV 2152 SF 2798 SF 3697 SF PAV 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 PROPERTYTO 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 (SDP2oo7-85). 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 (SDP2007-8S). THIS PHASE INCLUDES PAVILION IV, THE PROPOSED DRY SWALE, THE 26' DRIVEWAYTO 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 I I I I 30.01 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 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 S23 04 55 W Q EXISTING OFFICE BUILDING ON ADJACENT PROPERTY 517.21' ----OHE r LINE DELTA RADIUS ARC TANGENT CHORD CHORD BEARING C1 13331'54" 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 1 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 10534'32" 17.00 31.32 22.39 27.08 S49'38'15"W C8 2638'14" 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 3537'43" 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`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 1 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 9130'26" 17.00 27.15 17.45 24.36 N26'47'45"W C22 26`11'25" 185.00 84.57 43.03 83.83 N32'03'1I"E C23 5'27'50" 140.00 13.35 6.68 13.35 N42'24'56"E �- OHE T.M. 60 - 25 ROSSER ASSOCIATES D.B. 1083-50 D.B. 635-308 PLAT USE: OFFICE ZONING: CO COMMERCIAL OFFICE IRON FOUND OHE OHE 0 / zQ v GRAPHIC SCALE 30 0 15 30 60 ( IN FEET ) 1 inch = 30 ft. 120 ICOTT/R. CD•LLINS� Lic. No. 035791,1_ 02/06/23 AJ J a z 0 F �z w U Z LU z LU w 0 2 O Z 0 Z � 3 /\ w w V/ 0 W .A r\ rq M CY Q C N ® co I N z � w 1 rn N LI.J W N W > � Lu Lu J Lu z Q O J z = LU C)UO ~ z Lu oC Q ~ O a ulU z I -I Lu Lu U) Lu J J U) Lu � rr< V Q LU CD CD N I� JOB NO. 202187 SCALE 111=30' SHEET NO. 3 ALBEMARLE COUNTY ROAD NOTES. - GENERAL CONSTRUCTION NOTES PAVEMENT 1• AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS EXIS77NG ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF 7RANSPORTAT70N (VDOT). 7741S APPROVAL THE PROPOSED METHOD OF CORRECTION. PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES 2 SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. COMPACTION BEFORE BASE IS PLACED. 2. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUC77ON METHODS SHALL CONFORM TO CURRENT J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADA77ON SPECIFICATIONS AND STANDARDS OF VDOT UNLESS 0774ERMSE NOTED. FOR TYPE 1, ll, OR III PRIOR TO PLACING AGGREGATE BASE. J. EROSION AND SILTA77ON CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR 0774ER CONSTRUCTION. BEGINNING AT THE COMPLE77ON OF THE INSTALLA77ON OF THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE COURSE IS APPLIED PRIOR TO 60 DAYS, 774E PUGMILL REQUIREMENT WILL APPLY. IS 2.1 (HORIZONTAL: VER77CAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF J.-1 OR BETTER ARE TO BE 5. THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE. ACHIEVED. 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPAC77ON BEFORE SURFACE TREATMENT IS 5. PAVED, RIP -RAP OR STABILIZA77ON MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE ALBEMARLE APPLIED. COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTOR=S DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO 7. PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT (PRIME COAT RC-250 0 DJ STABILIZE A DRAINAGE CHANNEL. GAL./SQ. YD.). 6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. B. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION 7. UNLESS 07HERW/SE N07ED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS Ill. SPECIFICATIONS 8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE 9. ENCROACHMENT. POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO NOT ENHANCE A CONSTRUCT70N INDUSTRY (29 CFR PART 1926). ROADWAYS CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERM/TIED W/7H/N THE RIGHT OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY PERMIT ISSUED BY WRGINIA DEPARTMENT OF TRANSPORTATION MAY BE LOCATED WITHIN THE STREETS RIGHT OF WAY. COBBLESTONE (JUMBOI EDGING TO BE SET-2" W ABOVE PAVED SURFACE. SECURE COBBLESTONE WITH 3" MORTAR BASE. INSPECTIONS NOTES. GRAPHIC SCALE 1. ACCESSIBLE PARKING SPACES, ACCESS AISLES, AND ACCESSIBLE ROUTES SHALL BE 5 0 2.5 5 INSTALLED IN ACCORDANCE WITH ICC ANSI A117.1-09. 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 ( IN FEET) J. WHERE THE FLOOD LEVEL RIMS OF PLUMBING FIXTURES ARE BELOW THE ELEVATION OF 1 inch = 5ft. HORZ. THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER, THE 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 FIXTURES. PLUMBING FIXTURES HAVING FLOOD LEVEL RIMS ABOVE THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN PUBLIC SEWER SHALL NOT ( 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. 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 -a 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 TJ MAIN/MANHOLES, BY THE NASSCO CERTIFIED CONTRACTOR, WILL TRANSITION COBBLES FLUSH WITH I_ I EXISTING CONDOMINIUMS DETERMINE ANY ADDITIONAL EFFORTS NECESSARY PRIOR TO PAVING AT ALL SIDEWALKS AND 1-I DO NOT MORTAR JOINTS AS INDICATED BY LA IN THE FIELD. I I ACSA OWNERSHIP. UNLESS OTHERWISE NOTED. COBBLES TO BE SET S" DO I I ABOVE PAVED SURFACE ONLY J L REPLACE EXISTING 8"x6" TEE I ALONG ENTRANCE ISLAND AND �? _ ` ALONG PUBLIC ACCESS ROADS. WITH NEW 8"x8" TEE. REPLACE MORTAR ALL JOINTS AT THESE I " LOCATIONS XISTING WATERLINE - SECTION OF 8" WATERLINE FOR NEW 8"x8" TEE. TIE-IN TO EXISTING CONDOMINIUMS PAVED SURFACE. EXISTING 8" WATERLINE AFTER 1 EXISTING a /° PARKIN -� ✓' - "•�<?�/°•k'/� SEE DRAWINGS FOR DETAILS. EXISTING 6 E SPACE EXISTI `° � � EXISTING BEND AND BEFORE �' E !• EXISTING 8"x "REDUCER 2 EXISTING _,_°__ ----- --- - PARKING COMPACTED SUBGRADE 3 EXISTING -., COBBLESTONE EDGING ALONG ®_°•,II`°° PARKING - -T 1 SPACES NEW PAVEMENT SECTIONSSPACES I NO SCALE #• \�;\� I`Y �o,� .. 1 /�' - .. \ .-+ 4' WIDE PARKING &- , 1 - 20' DRAIN j I -_PROPOSED 4" D.I. DOMESTIC WATERLINE 1 DB 1896 P.2. \ -- 48 ACCESS EASEMENT . CONNECTION TO 6" D.I. W/L M DB.561g, PG.597f19 1 DB 73g P3 -- - -- _ 30' PRIVATE ROW NEW 8" D.I. WATERLINE I II 6"x4" TEE, (1) 4" G.V., (1) 4"x2" REDUCER - ---- \• TO BE INSTALLED IN I & 1-1/2" WATER METER RELOCATE EXISTING SIGN 1 I PLACE OF THE EXISTING SYCAM OF-\c BEHIND NEW PAVEMENT COBBLESTONE EDGING ALONG _ " PROPOSED FIRE HYDRANT 1 \' • CE CED PROPOSED 6"x6" TEE 1 REPAVE EXISTING DRIVE AISLE ALL NEW PAVEMENT TO MATCH 6' WATERLINE 1 1 NEW 2 W 6' D.I. W/L & SP RU / (1) 6 G.V. & (1) 4 G.V.i 1 AT EXISTING GRADE I EDGING � AGNOLIA - I � I STYLE OF EXISTING ROADWAY I AREA OF NEW FULL DEPTH /y COBBLESTONE EDGING ALONG RELOCATED FIRE (1) 6 x4 REDUCER & 5 EXISTING 4VEMENT FOR ON STREET PARKING � • ALL NEW PAVEMENT TO MATCH HYDRANT (1) 4" 45° BEND I 1 VAR. WIDTH PARKIN �. STYLE OF EXISTING ROADWAY I \ 9 x20 SPACES (TYP.) 20'& VARIABLE WIDTH 1 1 PRIVATE UTILITY EASEMENT -J SPACES ' 6 EXISTING I �/ ` - DB.S61g, PG.597-619 PROPOSED 4" D.I. EDGING M �6 COBBLESTONE VEPCO EASEMENT 1 I I PARKING \ PROPOSED 8"x6" TEE ! 1 1 FIRE 6" ALJ. SOUR CO TIO \ CURBING ALONG (D.B.2561-704) SPACES PROPOSED 2" COPPER (2) 6" G.V. & 8"x6" REDUCER r PARKING SPACES 4 EXISTING \ DOMESTIC WATERLINE 10' WIDE PUBLIC i o PRO) ~ 20 PRU CE WHITE GABLES 2 1 SAP. CO. PROPOSED 2" COPPER AV. IV: INV. LANE TOP=605.76' DOMESTIC WATERLINE P VI INV z.o POSED 6"x4" TEE • 30' PRIVATE ROW 1 � P a MH • \ UTILITY EASEMENT I »> 1 C- - PARKING SPACES PROPOSED 4" D.I. DB.5619, PIS IX �1 (14' G.V. BENCHM K T P OF ' 36 V, \\\ FIRELINE PROPOSED 6"x6" TEE I �` 27 SPRUCE \�' � (1)6N4' REDUCER MAPLE 9' 1 F708TING GROUND 8" G.VIC . e" CLA55 --- ----- ----- -- 52 D.I. WATERDNE 3.5' 8"x6' MIN. RUCER ED 52 CLASS 8"x4"TEE \ 6'x4"TEE WATERDNE FOR METER 8"z8" VAULT TEE 6'x4"REDUCER 6"x6"TEE 8"x6' 7nRE"x6" 6%6" TEE FOR TEE FOR FIRESao HYDRANTEDUCERHYDRANT ASSEMBL ASSEMBLY 4' G.V. �a oo an -m as oo nn ee em 1u w I lU+6U ll+UU ll+8U 12+UU WATERLINE PROFILE 12+DU 1J+UU MH-5 PROPOSED 10 SWM (P) BRICK SIDEWALK • zT ACI LITY ACCESS (P) BRICK SIDEWALK WITH EDGING / ROADWAY I 1114" G.V. & (1) 4" PROPOSED 6" D.I. _ S M - I \ ------ ----- -- ---- ------------ --- --- 1. 3 PRIVA LANE E' ° - - SAN - H. A' 3 _ _ UGE WITH EDGING 45°BEND WATERLINE/ / i ; 1 ACCESS EASEMENT TOP- 27' S � �� I 590:06' v 14' 11+jp 12+DD - - - - ' ' -, / , - SIGHT-0ISTANCE . �J" C ------- DO '3 sAN--- 4 ■ - \ \ u -s8 P �I w BEND 4 45° -_ 5 , - - _ _ 1 I •Q ■ _ _ I I 1g" MAGNOLIA z I -tl-�__ _ --- -ro --- -- a"as° o _-m----_-___ _-_---p----_-_--- =p-"---------------- - 5'ASPHALT I �j LIMITS OF _ . e __ ®® __ _� __ • ■ 4 - _ \ fqs wER (P)YARD'\ II 'l I 2' COPPER j \ f /PROPERTY j ■ PEDESTRIAN PATHWAY m I I / -■ -� - s I \ \ EM N% INLET \ ' Z i' �� I I-_-_-___ I I DOMESTICW L ■- \ Y ILL.ILL.(5' STAMPED 4 S • \ / inl EDGE OF EDGE OF : ■ ■ ♦ \ ■ • \ - N i i PAVEMENT (TYPJ PAVEMENT IT P.)- : : AP) SPHALT ALONG EX. SANITARY PROPOSED TRAVELWAY / 'I m z7.33' °N° 2733■■ ■ ♦ ■ SEWER + 10 O 40 , 4O ■■ ■ 4O 2O DC (PRIVATE) 10 R ■ / \ I FDC (PRIVATE ■■ - i a; , 1 � 5.6 ■■ EX. MH TOP=605.80 ■ NOTE: PROPOSED STACKED ■■ ■ PARKING SPACES ARE TO BE 19' 11 FDC (PRIVATE) 26' EX. MH INV.OUT-592.82 5.67 ■ A 01 z6' P BRICK SIDEWALK r ■ ASSIGNED TO THE SAME _ O ■ EX.IN=597.52 ■ 0 WITH EDGING ■ INV. IN=595.00 (PAV. IV) ■ RESIDENTIAL UNIT (TYP.) O INV. IN=594.00 (PAV. VI) -- PROPOSED 6" SDR 26 - DETENTION P VIL ON PROPOSED6' SDR26 2' COPPER PAVILION II BASIN B I I ■ PAVILION IV PROPOSED 6 SDR 26 y ■ ■ i GARAGE PARKING PVC SANITARY PROPOSED ASPHALT DRIVE PVC SANITARY ■ DOMESTIC WATERLINE GARAGE PARKING PVC SANITARY ■ 1 GARAGE PARKING ti _ ■ SEWER LATERAL FOR ■ i I 29 PARKING SPACES 2 SEWER LATERAL FOR AISLE FOR UNDERGROUND SEWER LATERAL FOR y ■ N 29 PARKING SPACES (2 ■ ,;/ \ I ( a 29 PARKING SPACES (2 N N ■ PAVILION II ■ N ACCESSIBLE 1 VAN PAVILION V N PARKING PAVILION IV ■ ■ ACCESSIBLE 1 VAN , LENGTH = 315 FEET ACCESSIBLE, 1 VAN ■ ACCESSIBLE) LENGTH = 170 FEET ■ ACCESSIBLE) LENGTH D = FEET SLOPE = 2.5% ACCESSIBLE) " 4 ■ INV. AT BLDG=596.0 ■ ■ SLOPE = 4.0% ■ ■ ■ ADS NYLOPLAST YARD INV. AT BLDG=600.0 ■ J , I INV. AT BLDG=600.0 ■ DRAIN SYSTEM SHALL I o ■ ■ ■ d ■ ♦ , CONNECT TO ROOF LEADERS -A: O j o ■ : > 13 j 9' : • , AND COLLECT SURFACE RUNOFF 00 13 9' 9 13 ■ : ■ ~ TYP FROM DRAIN BASIN INLETS I' TYP• : TYP. g' :: : °N° 9 ■ • v / in - --_ ___________----------------------------�� ■ �� • O Z Z zo PROPOSEDI2'x2s' .�11111111111111111111 11111111111111111 111111111111 11111111111111 " ■ m ', ; / .u""'w, �'+� ,,,xw,.,, I 2 - H ■ o PROPOSED ASPHALT DRIVE ■ N --•--� / LOADING ZONE ■ N PROPOSED 12'x25' N • x € x € x € x € s e w ms \ n M �� : AISLE FOR UNDER PARKIN(; • / m fi x € x € 3 LOADING ZONE ^ • / 20 10 20 40 so mrc mm ( IN FEET ) 1 inch = 20 ft. PROPOSED 1" SM-9.5 OVERLAY EXISTING - PAVEMENT EX. STONE - SUBBASE ASPHALT PAVING - MILL/OVERLAY NO SCALE 3" BM-25 BASE COUF 5" 21-A SUB -BASE COMPACTO SUBGRADE ASPHALT PAVING - HEAVY DUTY PARKING SPACES NO SCALE PROPOSED UNDERGROUND DETENTION FACILITY 3" BM-25 BASE COUF 5" 21-A SUB -BASE COMPACTEF SUBGRADE ASPHALT PAVING - HEAVY DUTY DRIVE AISLES NO SCALE ROSSER ASSOCIATES ZONING: CO COMMERCIAL OFFICE TAX MAP 60 PARCEL 25 USE: OFFICE (VARIABLE NDTH) i STONE BASE CONCRETE SIDEWALK NO SCALE ADS NYLOPLAST YARD pHE----OHE----OHE----OHE----OHE-- -OHE-- -OH ----OHE----OHE- DRAIN SYSTEM SHALL • CONNECT TO ROOF LEADERS • AND COLLECT SURFACE RUNOFF FROM RAIN BASIN INLETS LEGEND PROPOSED MILL & OVERLAY VAR. WIDTH PRIVATE UTILITY EASEMENT PROPOSED PAVEMENT NOTES: 1. ALL WATERLINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE LOCATED ON PRIVATE PROPERTY MUST HAVE A VISUAL INSPECTION PERFORMED BYTHE BUILDING DEPARTMENT. z. A KNOX BOX WILL BE REQUIRED FOR PAVILIONS II, IV, & VI. LOCATION OF KNOX BOX TO BE COORDINATED WITH THE FIRE MARSHAL'S OFFICE BEFORE INSTALLATION. 3. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. ®/ Af / / / - SAN. MH. A-1 141IN ICOTTTR. CD-LLINS� Lic. No. 035791,1- 02/06/23 '4j 7 0 ' a � z O F I Z � w I Z- 1 U z Z LU � w Q O z O z I LU i 1--1 0 o • <: W ti CM rn N ■■a� M N C:) V 0 Q U �n w H JLu iY Of O CD CD N wI JOB NO. 202187 SCALE 111=20' SHEET NO. 4 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 Bl 0.13 0.40 B2 0.01 0.75 BLDG IV TO B4 0.13 0.90 BLDG R TO B5 0.06 0.90 BLDG IV TO B6 0.14 0.90 BLDG R TO B6 0.07 0.90 B7 0.08 0.80 BLDG R TO B8 0.07 0.90 BLDG H TO B9 0.07 0.90 B14 0.16 0.41 B15 0.02 0.50 B16 0.04 0.42 B17 0.01 0.60 SWALE 0.06 0.30 BASIN 0.16 0.37 GRADING 1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA r DEPARTMENT OF 7RANSPORTA77ON SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT. - 2. WHERE UNSUITABLE MA7ERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE EN77RE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SA77SFACTION OF THE I ENGINEER. 0 � \ J. ALL GROWTH OF ]BEES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE EN77RE EASEMENT. OTHER �- Q SCOTT/R. CD°LLINS�Z \ TREES AND VEGETA7ON WHICH OBSTRUCT SIGHT DISTANCES AT ROAD IN7ERSEC77ONS SHALL BE REMOVED. I IILic. No. 035791,1�, 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCTION I A 1 \ 6 OF THE SUBGRADE. �o 02/06/23 A DRAINAGE - 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE /1 I SSIC J - (1) FOOT OR AN APPROVED VDOT PIPE MATERIAL. 2. STANDARD UNDERDRAINS (CD-1 OR CD-2 OR UD-4S) TO BE PROVIDED AS INDICATED ON 774E PLANS, OR WHERE / I FIELD COND177ONS INDICATE \ \ 3. 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 WRGINIA DEPARTMENT OF \ --- \ 7RANSPORTA77ON SPECIFICA77ONS UNLESS 07HERMSE NOTED ON PLANS. 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SA77SFAC77ON OF THE ENGINEER. DRAINAGE b \ EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. 0 1 ° T j 1 / Z a 4 o F F Lu I _ _ o z F 1 VDOT STD. DI-313 (L=6) ° -- -- -__ I 1 I DOGHOUSE TO EXISTING \ Vl Lu E 1 1 15" HDPE STORM DRAIN.I // �"� � EX. INVOUT =599.30 < \ I I RIM ELEV. = 602.50- W< EXISTING DRIVE AISLE 1 I RAISE TOP OF SIR. L AREA OF NEW FULL I / I / I I // w F I \• DEPTH PAVEMENT TO TO BE REPAVED AT I i AREA OF NEW FULL / // I 1 - - --- --- --- --J - / I i ACCOMMODATE FIRE DEPTH PAVEMENT FOR EXISTING GRADE I � L TRUCK ACCESS / ON -STREET PARKING 1 ADS NYLOPLAST YARD VAR. WIDTH SWM FACILITY& 1 1 ____ --- ___ ��. �O. DRAIN O ROOF LEADERS / ACCESS EASEMENT TOP-605.76' AND COLLECT SURFACE RUNOFF Q,,6.561/ PG.5g7-6ig 1 _ r - - - --______ /FROM DRAIN BASIN INLETS / //r < I - _ I m I I -- #LP L - - --------------- ---- N I 1 \I •1 I:�VI--I I T. -- __ _ /. / / W � N Ln -0 zPROPOSED 26' DRIVE AISLE I i Gq� n - _ / ♦ ■O� / ¢ �° � m \ \ - - - ---- ---- ----- -- --- -----% / 5/o MAX. I ; !I ; i 30' CD PRIVgiE ACCF�SS 1711 EASEM NNE �•.� Jai\.��•��° ------ •`/ p,1 _ /--o-yam 11 _ ; - .__{`� - �\ � - - ` �.: *�� / '•'••••••♦ 1 PROPOSED 26' DRIVE AISLE - /�/ ' - - - - - - - - 1-, i - - ♦_ - _ 6° ° - 4.5% \ P to \ r _ -1 --- - ✓�--------------- ----I 1 I■ -----y--_` ` AREA OF NEW FULL r _ A \ I -- I --- _g7 • EPTH PAVEMENT FOR ---- `� A �� ; / • 0, ---------- __ __ _____----" -----_______ I o- - ---� = i � ,-_ I SEWS ON -SIRE PARKING Ai K6°z 4 • T _ - ♦ i egse ET PAR NG ' m A8 --- PROPOSED WALL ^ I� ■ _ _ _ I _ a - ----- -- \ __ ♦ N - �c -_ sA i o i \ .e; I I 60)00-- -_--_-_-_ 1 � ■ ■' -a 69B 4o y'// � \ � I M No TREE PROTECTION i'. li i 1 ��i i •i "59��'�<° / / �J s FENCI TYP. l \ ; 1 ■■ ■ BLDG TO r BLDG TO I' ■ W s9 6 ( ) a i Al 0.06 AC A9 0.07 AC i B4--C�0.013 AC � B5 = 0.06 AC 69 = 0.07 AC I I� 1 / 1 1 � I 1 I I ■ I I �• CV ODETENTION A PROPOSED SEGMENTED >, : ■ 1 i I - I, BASIN B v PAVILION IV = I - P Y / i PARKING LEVEL,FFE-6o 6 1 • _ P/jRKICV i 4 /I '° / 1 - 7 7 1 POKING LEVEL FFE=607.06 ■ RETAINING WALL W/ i � - ,� �' i 1 `, 1 ■ _ _ - ■ win nn / I / i/ , 1 BLDG TO 1 a ■ BLDG TO HANDRAIL, MAX HT. 6' }� ■ v/ i I / I I I 1 A3 = 0.07 AC ii 1 i '� - �' •f ■ / � TW=596,BW=590 ii / y ; � / - 1 BLDG TO 1 1 1 BLDG TO I-- 0 ■ 1 " ■ 1 1 0� B6 = 0.14 AC j BLDG TO ■■ B8 = 0.07 AC " r W ADS NYLOPLASTYARDI ' A4 = 0.07 AC 1 6o6.6j ■■ ■ 66 = 0.07 A _ ■ /I / J ■■ DRAIN SYSTEM SHALL 1 1 0 ■ ■ ■ / ' Q ■.' i _�_, ■ d' CONNECT TO ROOF LEADERS 1 o �V ■ i I i / 96° / W Z AND COLLECT SURFACE RUNOFF iTY - - ■ , FROM DRAIN BASIN INLETS,\ ' .I ■ • / LIJ 7 --11 1 0 - -- S /•� I • P 1 Lu _ LL ■ 696100•/ J � LNL . ,iy' /i ll/ /i \ `. �r�l� ■■■ ■■■■■�i-■i■■■■ ■■■■�.1■■ ■■■ 60 0 /'-- ■ r6oi oa -------- _-___ _ ■ 1 III 59Oi1 i / \ \ __ ----------------- IN _ S___ ____ c_____ ' BB 3 \\ •• �.■ �-' •' ' � - � - L����■1■r■�■■r����■■■iiiiiiiyG■■■■■■■■siiiiiiiii��iiiiiiii■urrr�����Giii■rri / L_ r / / / I"I - _ ( �HH1 �����������������������������������������rf�l��IL�FF4�F� --- - T-' / U a __- -_--------------------------------------y �■ - --- 67 ■ ------ - ---- --- __ 1• 4 0 / CC _� / ■ Cyr _ q x x x x Y 4(' \ _-_ _ _ �)U.V(4, \ ■ __ i%' - is _ / 5g6.� B 596 s 1 O 7JJ - _ _ _ - ____ fi w fi fi 1 x€ --- iW 00 W 696. W °26 ___ 016 ' f x€ 1 x€ r.ti a w ,aWw mm vow - - , _ , - ■ I 595. • L k„'�hrcr,M` 3' 4c 3' `<C nntt„ __ __ __ / f i .c'F '"ivnrm 'hmnm 'h min F x 3, x x € x x , , _ _ - - - , , - - _ - - - - _ - ' oe - - aie - T - WE i- oHe �„� �� 3 ROBBER; ASSOCIATE�s �- CHE----°NE--,_ OHq i PROPOSED SEGMENTED •' ~ O ZONJ NG: CO COMMERCIAL OFFICE ------ TAX RETANI 7 / ------ HANDRAIL, MAX HT. 8' MAP 60 PARCEL 25 " ''�'� _ _ V - - TW=596,BW=590 VAR. WIDTH USE: OFFICE ---' ADS NYLOPLASTYARD -- -- �_ _ - • / / / �/ SWM FACILITY & DRAIN SYSTEM SHALL -0 / / LU ROOF DRAIN AND YARD INLET DESCRIPTIONS STIR. NO PIPE INFORMATION INLET INFORMATION COMMENTS DIA. (in.) LENGTH (ft.) SLOPE (%) INVERT IN INVERT OUT MATERIAL INLETTYPE RIM ELEVATION Al CLEANOUT 605.67 6" CLEANOUT Al-A2 6 31.00 0.97% 604.17 603.87 HOPE A2 CLEANOUT 605.67 6" CLEANOUT A2-A3 6 93.00 1.00% 603.87 602.94 HOPE A3 CLEANOUT 605.50 6" CLEANOUT A3-A4 8 141.00 0.90% 602.77 601.50 HOPE A4 CLEANOUT 605.00 6" CLEANOUT A4-A5 8 11.58 4.32% 601.50 601.00 HOPE A6 INLET 606.90 12" ADS GRATE INLET A6-A7 6 20.00 1.00% 605.40 605.20 HOPE A7 INLET 606.90 12" ADS GRATE INLET A7-A8 6 19.00 2.58% 605.20 604.71 1 HOPE A8 CLEANOUT 607.20 6" CLEANOUT A8-A9 8 11.00 1.01% 604.54 604.43 HOPE A9 INLET 607.50 12" ADS GRATE INLET A9-A10 8 25.00 1.00% 604.43 604.18 HOPE A10 CLEANOUT 606.17 6" CLEANOUT A10-All 8 82.00 1.50% 604.18 602.95 HOPE All INLET 605.75 12" ADS GRATE INLET All-Al2 8 18.00 1.99% 602.95 602.60 HOPE Al2 CLEANOUT 606.20 6" CLEANOUT Al2-A4 8 11.00 9.95% 602.60 601.50 HOPE A14 INLET 606.25 12" ADS GRATE INLET A14-A10 6 9.00 4.43% 604.75 604.35 HDPE ACCESS EASEMENT CONNECT TO ROOF LEADERS 7 / LU �/•� DB.5619, G.597-629 AND COLLECT SURFACE RUNOFF FROM DRAIN BASIN INLETS -''• F mg '^uj 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 B1 INLET 606.20 12" ADS GRATE INLET 31-132 6 20.00 1.00% 604.70 604.50 HOPE B2 INLET 606.67 12" ADS GRATE INLET 32-134 6 55.00 2,24% 604.50 603.27 HOPE B4 CLEANOUT 605.40 6" CLEANOUT 34-135 8 26.00 8.00% 603.27 601.19 HOPE B5 CLEANOUT 603.96 6" CLEANOUT 35-136 10 69.00 1.00% 601.02 600.33 HOPE B6 CLEANOUT 602.60 6" CLEANOUT B6-B7 10 26.00 13.96% 600.33 596.70 HOPE B7 INLET 598.70 12" ADS GRATE INLET 37-138 12 146.00 1.50% 596.53 594.34 HOPE B8 I ICLEANOUT 598.00 6" CLEANOUT 138-B8A 12 10.00 1.49% 594.34 594.19 HOPE BSA CLEANOUT 597.70 6" CLEANOUT B8A-B9 12 71.00 1.50% 594.02 592.95 HOPE B9 CLEANOUT 597.50 6" CLEANOUT 139-1310 12 19.00 1.96% 592.95 592.58 HOPE B10 CLEANOUT 597.40 6" CLEANOUT B10-Bll 12 16.00 2.42% 592.58 592.19 HOPE Bll iCLEANOUT 595.20 6" CLEANOUT Bll-1312 12 4.00 17.28% 592.19 591.50 HDPE B12 CLEANOUT 593.50 6" CLEANOUT B12-313 12 16.00 34.38%1 591.50 1 586.00 1 HDPE 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 A5 VDOT MH-2 604.50 INLETSHAPING A5-137A 36 140.00 0.50% 597.70 597.00 HOPE 37A VDOT MH-2 601.00 WEIR WITHIN MH B7A-B7 12 11.10 1.80% 596.90 596.70 HOPE B14 INLET 605.00 12" ADS GRATE INLET B14-64 6 24.00 0.98% 603.50 603.27 HOPE B15 INLET 602.85 12" ADS GRATE INLET 1315-135 6 16.00 1.00% 601.35 601.19 HOPE B16 CLEANOUT 602.00 6" CLEANOUT 616-B17 6 27.00 1,01% 600.00 599.73 HOPE B17 CLEANOUT 602.00 6"CLEANOUT B17-B19 6 18.00 1.82% 599.73 599.40 HOPE B19 CLEANOUT 600.90 6" CLEANOUT B19-B10 6 53.00 7.55% 599.40 595.40 HOPE BASIN RISER 589.20 24" RISER W/ DOME TOP J m TREE PROTECTION .••♦ ,-.�/ FENCING (TYPJ 1 ♦ /Lu VAR. WIDTH se SWM FACILITY & w se, /�•s% Ln _ _ / ACCESS EASEMENT rs° "��• �/ /seo.o� / .561g, PG.597-619 se° / i / O NOTE: ALL ROOF DRAINAGS SHALL DISCHARGE\ IN A MANNER NOT TO CAUSE A PUBLIC / NUISANCE AND NOT OVER SIDEWALKS. U H / POLE / o = / JOB NO. 202187 GRAPHIC SCALE 20 0 10 20 40 / ' / SCALE 1 "=20' ( IN FEET ) r , '' / / SHEET NO. i r' 1 inch = 20 ft 5 Conservation Plan Notes: 1992 3.38 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 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. FENCING AND DRIP UNEI / SNOW FENCE ORING COW(, al Albemarle NO TES.- Coronation Plan Cnecn'1 liat-'o be plamd on I.nndsaape Nat. (Handbook, p 1. 'TM folbn'Ine ikma .nail be sMwn nme°Iamlll-3Rd-111-297 for complete speAB<afions) 1. ALL TREES TO BE PLANTED SHALL MEET THE SPECIFICATIONS OF THE Ll Tmatobeaaved; AMERICAN ASSOCIATION OF NURSERYMEN. THE PLAN77NG OF TREES SHALL ® BE DONE IN ACCORDANCE WITH EITHER THE STANDARDIZED LANDSCAPE ° LpaemnM"p ofpoxvefm°� ° SPECIFICATIONS JOINTLY ADOPTED BY THE VIRGINIA NURSERYMENS erred°nnm,aa aequinng o-ea n<na^.wall.; LANDSCAPING PLANT SCHEDULE I SYM BOTANICAL COMMON NAME SIZE CANOPY (soSCOTT R. LINSZ QUANTITY COVERAGE (sf L) Lic. No. 035791,E TREES .0 4 ° 0posedkeneltlnaortmdtl bemdmelitmUofdem . ASSOCIATION, THE VIRwitum SOCIETY OF LANDSCAPE DESIGNERS AND THE 1. ,„� ORG/N/A CHAPTER OF THE AMER/CAN SOCIETY OF LANDSCAPE ARCHITECTS, ° b at^b<aa"tlnu mot mop m bnonaloEeaN =dy Rd=lo=9wonm om ma. OR THE ROAD AND BRIDGE SPECIFICATIONS OF THE VIRGINIA DEPARTMENT ° I:ogod`ngel ba„ "smug. mmkn hwb impee"dmd'ppr°"edbya`mnty .p mr. OF TRANSPORTA77ON. 02/06/Lj �SS10NAL E��S cy QP QUERCUSPALUSTRIS PIN OAK 3"cal. 471 10 4,710 BIN BETULA NIGRA RIVER BIRCH 3 cal. 535 2 1,070 ASL ACERSACCHARUMTEGACY' LEGACY SUGARMAPLE 3"cal. 195 1 195 1. Pref'.mtrnmi.nConference: 2. ALL S17F PLAN77NGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, a `�`p"`""""�""d°m m`m"°ea"a' e°`e `"m n° °"°" °"`"° AND BE MAINTAINED AT, MATURE HEIGHT- THE TOPPING OF TREES IS 4. Eaeiam<nt0°ernt(ona.dSWCN,,o PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY ° H<avyampmmt,c=wml mu< d.mmR<or<oo m onmm<aain°ma gml nau otn<p m a ;m m<d pre®of TO SUPPORT THE OVERALL HEALTH OF THE PLANT to 1,<aavul. J. THE LANDSCAPING PLANTS AND TREES ADJACENT TO THE SIGHT DISTANCE s. Rou arosmn area smrmnanr wunnon unkn: ° Ra dv;�ahe nolad"mdyoDn�atob°m�. TRIANGLE WILL NEED TO BE MAINTAINED IN THE AREA BETWEEN 2' AND 7' * Fkm: ABOVE GROUND AS CLEAR ZONE TO PRESERVE SIGHT LINES AND fl Fire= mtpmNReavdddn100feetofineddponeoftr ws saved ACCOMMODA7E PEDESTRIANS. 7. Task Mahrink: EI T^xl°matedalsshdlnotbeawre Waloof« oftb°m;p,i�oftr°aaabaaavW s. Prnaerme Eemm•: ° Treatebeteminedw;tldva0feetofa r edbnildin or acnvi almllbe rotectzdb fm LANDSCAPING CALCULATIONS: ° Fmcivgahall mplacemdabellbeiwpm Mmdapprwv bya Comty]W torpnortogadingormtuev°non TOTAL PROJECT AREA 228 AC: 99317 SF '' rot"`: CANOPY REQUIRED 20i: 19,865 SF ® W"a„m<Rr.mal<,<lmwlbera;a<dnim;nm<driplinanratm<ml,eaa"<,talr<=."<u,Haub=pm"iabanda=onewoannvrmi, ,nbodtr<dfor appso"al. PROPOSED NEW TREE CANOPY 40,351 SF 10. Tree Walls: EXIS77NG TREE CANOPY TO REMAIN 0 SF °wnmmeg"mdlevelmntblow<d�wnneapweanee46ereaataaana,bprolddlawa<mmnoaam TOTAL ON -SITE TREE CANOPY..• 40,351SF mb,mtted for approval. 11. TranNilanand Tunnelism: ° Wien lrendonS is required ndtlsin ae remits oftletiI it shall be done as far away from the mobs of trees as poaaible. Tunaoliag undo'a Iota. I— shell be mnra' an sided altam"a w atinm an it is anticipated dial: nca aeamy trandong-11 deslmy faders 12. " ® rnv<mr<een<ina shall batn<Imtitmm r<mo+<a anrime Baaldmmp. ll. Damaeed Trees: ® llarnaged trces shall be trmntlimmediately by Proving,&+Vlimien oromermanotls recormmmdW by atre¢specialist. NOTE: IT IS THE DEVELOPER'S RESPONSIBII TO CONIERWITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. 5/24/21 OWNERS] NATURE (DATE) AR ACERRUBRUM RED MAPLE 3"cal. 452 6 2,712 V) Z z O ce u W 0 O > W J a > o a a a z w 0 z W a z g w (n (Y Q m J r Z rN # z w Q z w a z Q z w f a z g UNDERSTORY TREES CF I I CORNUS FLORIDA APPALANCHIAN SPRING APPALANCHIAN SPRING DOGWOOD It 3 cal. 124 9 1116 PY PRUNUS YEDOENSIS IYOSHINO CHERRY G-T ht. 99 4 396 EVERGREEN TREES MG MAGNOLIA GRANDIFLORA'LITTLE GEM' LITTLE GEM MAGNOLIA 6'-8' HT 82 15 I230 JV JUNIPERUS VIRGINIANA 'EMERALD SENTINEL' 'EMERALD SENTINEL' EASTERN RED CEDAR 8'-10' HT 27 26 702 SHRUBS IM ILEXxMARYNELL MARYNELLHOLLY 24 ht. 97 5 485 IV ITEA VIRGINIA'HENRY'S GARNET' HENRY'S GARNET SWEETSPIRE 24" ht. min 64 56 3,584 IG ILEXGLABRA'NIGRA' NIGRA INKERRY HOLLY 24"ht.min 188 42 7896 IL ILEX VERTICILLATA'REDSPRITE' RED SPRITE WINTERBERRY 24" ht. min 88 48 4,224 HI HAMAMELIS x INTERMEDIA ARNOLD'S PROMISE WITCH HAZEL 24" ht. min 113 40 4,520 O �""� 'A vl \ / W HQ HYDRANGEA QUERCIFOLIA'SNOW QUEEN' OAKLEAF HYDRANGEA 24" ht. min 97 21 2,037 VC VIBURNUM X BURKWOODII BURKWOOD VIBURNUM 24"ht. min 22 37 814 JD ILEX VERTICLILATA'JIM DANDY, JIM DANDY WINTERBERRY 24" ht. min 76 3 228 CS CORNUS SERICEA RED TWIG DOGWOOD 24" ht. min 72 22 1,584 FG FOTHERIGILLA GARDENII DWARF FOTHERGILLA 24" ht. min 51 58 2,958 TOTAL CANOPY 40,461 w CONTRACT PURCHASER SIGNATURE (DATE) N 10. TREE PROTECTIVE MEASURES SHALL BE THE LAST OF THE sn red pnoea an IY TEMPORARY EROSION CONTROL PLAN MEASURES REMOVED DURING THE FINAL CLEAN-UP. Source: Va.DSWC Plate3.38-2 z \ / ' SYCAMORE � \ \ / 30 I I 20' SEWER SMT. I \ ' \ \ I I 0 DB 1896 P.2 7(plat) 7 30' PRIVATE ROW SPRUCECED NOUA / I �DB 738 P. 3 2 3(plot) .Cli N/\ CD \ 20 \ I '& VARIABLE WIDTH o VLPCO EASEMENT I ' s9s �F B C - WATERLINE J (D.B.2561-704) I /_ °A ES VA Ep; EASEMENT ° -CO-20 SP f I _sAN._- -- / \\ � MIN. 1 e. � (D.B. 3059-532) 1 RUCE - - - oT P 605.76' / / I \ I - - _ • WHITE GABLES LANE — • \\o i / i \ I a \ - - - - _ 30' PRIVATE ROW LP 1 CF ' 36 I 27 I 1 0)SPRUCE R ; I - - - --- a 9 p - - - �� I \ � APLE -� a - - _ I P y— II 30-PRIVATp.ACC SS Eq EM�VE p..�— Ann M • \ \ 1 ( \ \c. >i+So 'iz+0 I_ . 0') i+14 I U 1 AR __ 1 _Qp _ 1 CF 1 6 QP - — - -- - -- - \1 V L • — _ — _ ._ � ° — � — — — ._- - - •— — — i` I MO O MO T MO — MO � MO' P � - \ P 1 Q _ I p-�-�— MO 1 Q 18" ON IA —// 1y Ini\ -__-_ - __ _ M -. . \MQ Ma M PY \ \� OI \ ♦ SE✓V ASL � � 30' ACCE S e _ o - --- -- ♦ ♦ Eaaaaaa Ase y\ 1 1 PY ' EASE ENT., TLu Z � CN \ 2 C I 1 1IM 1 JD 4_I 5 IG 8 FG 1 2 C 5 G 3 Q 4 G J 11 1 IM ill 1 1 J� I FG 7 j/ j/ \ I \I \ 6 HI 9 IV H 1 11 1 y / i z 2 VC HI 1 - Ill W W op FG m - ' � / v /i cA - o 3 cs / W12 I 5 1 k DETENTION / / /' � PARKING LEVEL PAVILION IV I 1 pA�/ILION II /uI /' BASIN B L L A 0 Z I LEVEL, 6 PARIfK- kVELFFE%0333 ��I1 1 I I � - 7� 7 I I /' PACKING LEVEL FFE=6o-7.00 tl � 1 lIr 1 f� flanfland _ _ �_ 3�A I HI \ I / 9/ A� 5 HI 1 IIiI// I{ I I 1 / 3 CS 2 W (D 3 H (� Z az ;'�I--I kt 1 I I oI/ / /j f Y U 12 L' 11 IV 11 13 F 8y 1 F 3 C I / * 5IL W 1 - / \ v 6 VC 1 r IV 5 I FG VC 14 .� 4� 7 FG CIF IL IL _ 1 1 V G / •J A _ t / 8 HQ I -- / / \ i R R ♦ �, d�. f i R R 4 ♦ f f f ♦ ♦. .' i } / f } I / �I� ■ ■ ■■■■■■■�� -- �� / v�� / ul Ln uj € a€ wM M 9 w w mot r TREE PRQTFC`TION ' � '_ � € 1 CIF / - 8 I / 4 1L annannal x € � � , �� � FENCE / 1 �- OHE m �m n rym m 'gym m �m �mM �m A � mot ROSSER / ASSOCIATE/S /�— = OHE 1 �mvt+` �mtrn` 1 AR C 26 JV- - - - - - - - - - - / 15 c LING: CO /COMMERC�AL OFFICE / /- '' "o /7'IG / w Q 1 QP� \ TREES UP TO 4" CAL. SHALL BE STAKED TAX MAP 60 PARCEL 25 — / 1BN / k WITH 2-2"x2" HARDWOOD STAKES. i \_ _ _ J TREES OF 4" CAL. OR LARGER SHALL BE I I 1 USE: OFFICE \ / GUYED WITH 3 EQUALLY SPACED, TWISTED / �! DOUBLE STRAND $12 GAUGE WIRE — \ / k ' / <.J _ Lu AND TURNBUCKLES. LOOP HOSE AROUND \ WITH RUBBER HOSE &TURNBUCKLES - / � � /'5HI, � �' / TRUNK. FLAG WIRES WITH COURVEY TAPE. tp \ \ ' �/ 2"x2" HARDWOOD STAKE Y / O REFER TO SPECIFICATIONS FOR \ pON� \ \ ' ' b k FURTHER INFORMATION CUT & REMOVE BURLAP FROM TOP0 1/3 OF BALL AS SHOWN v__ SCARIFY SUBSOIL TO 4" MIN. DEPTH � —R / _\ MULCH SAUCER GUYWIRES WITH RUBBER HOSE AND TURNBUCKLES 2/3 UP TREE FINISHED GRADE 2"x2" HARDWOOD STAKES, ALIGN TOP OF STAKES MULCH SAUCER AMENDED SOIL MIX CUT AND REMOVE BURLAP FROM TOP 1/3 OF BALL AS SHOWN SCARIFY SUBSOIL TO 4" MIN. DEPTH COMPACTED SUBGRADE Tree Planting and Staking Detail Not To Scale TREES UP TO 4" CAL. SHALL BE STAKED. TREES 4" CAL. OR LARGER SHALL BE GUYED WITH 3 EQUALLY SPACED TWISTED, #12 GAUGE WIRE NTH HOSE AND TURNBUCKLES. LOOP HOSE AROUND TRUNK ABOVE BRANCHES AS SHOWN, FLAG WIRES WITH COURVEY TAPE. REFER TO SPECS FOR ADDITIONAL INFORMATION. AMENDED SOIL MIX COMPACTED SUBGRADE 'r— ' W H / A -a W w U) JOB NO. GRAPHIC SCALE J ' 202187 20 Q D ' / SCALE / / 111_20' ( IN FEET ) ' / / 1 inch = 20 ft. /'� SHEET NO. LUMINAIRE 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 1 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-21L- FIXTURE W/ CMH39TUVCU83OG12 CRI85-BKE ROUND SHAPE W/ T4.5 LAMP EYELID MXR32 C VBU 0 Note: LIGHT TYPE D SHALL HAVE A TYPE III 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". Lr-� L 1 c 24' MAGNOLIA 36" c_ SPRUCE 18" MAGNOLIA ( D. NEW STREET LIGHT HEIGHT TO MATCH EXISTING STREET LIGHTS &1,5 1 0,5 ro,4 2 0,9 0,7 0,5 0,2 4,1 3, �0 9 0,7 u,i - 3,2 * 3,6 0.4 0,21 0,0 1 0,0 0.0 1 0.0 0,0 1 [ 0,01 0 P VIL ON PARKING LEVEL FFE=607.67 E 114 2,1 2,3 2.7 3.0 3,5 3.5 o , �S 3,0 0,0 0,0 � 0.0 0.0 0.0 0,0 0,0 0,0 I 0,0 0,0 � o,o oo o,o GRA HIC SCALE 10 0 5 10 20 40 ( IN FEET ) 1 nch = 10 ft. 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 G DISTRICTS SHALL NOT EXCEED ONE HALF OOTCANDL . 0 El F-1 I F� I PAVILION III • 48" • 30' 0 <1 SPRUCE/CED 0.9 EX. STREET LIGHT 0,5 1.7 0,9 0, 0,5rry420" SPRUCE' O 2 0,7 1,9 3,8 • 1.4 0.5 0.5 #P 0,0qiMAPLEI 9 0. 0.5 1,9 --- - PRIVATE S1J �A F 1, 9 O4 1 4 ,1 A�`f U EASEMENT' !r 9 - - _ NEW STREET Tc�,1 2,1 3 6 LIGHT I NEW STREET__�� 3.6 2,1 11 I 121 LIGHT 1 2.1 3.2 1.1 116 I 1 1 1 --_ 0 2.4 4,0 1 I SCOTT/R. C>?LLINSZ Lic. No. 035791 a p 02/06/23 ��j 0 d f Z Q 4 0 Z U � w ¢ 7 O z O Z H F�1 In g u ` //► a w V�neU) u O ` W ce lu 20' DRAIN DB 7896 P.23 -------_ DB 738 P. 3 0 rn N ti m ------------------/ N 0.0 0.5 0,0 0.5 0.4 0, 4 0' S EX. ST ET L- , I LI T 10 0, 0.2 0,0 N z 1.0 0.9 rn W 0,8 0.7 2W N ,1 1,0 0, 0,2 W � -G 1,7 / ^ w W 2.1 2, P 1,2 L0 5 0.0 z -�_ PAVILION IV ° PARKING LEVEL FFE=607.00 PAVILION II 2,7 3, I PARKING LEVEL FFE=603.33 1 1 0,0 0.0 1 0�0 o,0 0,0 0,0 0.0 0.2 0A 1 0.2 0,0 0,0 ROSSER ASSOCIATES ZONING: CO COMMERCIAL OFFICE TAX MAP 60 PARCEL 25 USE: OFFICE m 0.0 0.0 Q LU Z 2,1 1,9 2,6 0, 4 p 0 0 Q J J z 0 Q 0, 0,4 z U Lu a 0,0 0 0.0 W Y V) Lu 0 ocn ul / z H� / Ij 0 / Lu z 0� (n I- W 0, / m J w Q / J Q (D 0.0 / W o / o N 0,0 0 w J V F / w w a LO JOB NO. 202187 SCALE 1"=20' SHEET NO. 7 6-314 Lanterns GTE LSTERN13EgIi Lanterns 6-31' FCW series Exterior die cast architectural wall mount Cataloa Number Series Voltage Source/Wattage Ballast Finish Accessories FCW5308 120V 1001NC 39MH Par20 or 30 E Electronic BK Bladc CF Color filters 27'!Va 75W Par 30 7OMH Porto or 38 M.1� I While EC E-coat 347VL 90W Par 38 IOOMH Par 30 CC Custom F Fuse (Cenatla) 750W Par 38 Color S Spike SOT Stepdown transformer n LED - LumaED wa-m Mae runs, OIf / 277V to 120V jai wash dbfifirrzl 12 wens) W/ IASV L_OdV6V!_ 12.3 was diodes ( total oilseeds) 4 Incandescent will need remote shepdown transformer. ANda aveir able in LED Product information Listing: U.L. listed for interior and exterior Wait locations. Housing, Lana frame & Glare shield: Marine gmde corrosion resident heavy walled high pressure die-cast j aluminum construction. Gasket Neoprene continuum dosed oMI'O ring gasket to 5-12' seal out Contaminants. Fasteners: Captive arm recessed stainless steel, tamper + resistant hex sockal screws. Diffuser: Lens is 1/8" thick, tempered Gear, heat resistant, standard. _ wN st box Socket: INC: Medium base porcelain socket. Nickel pletetl hd tlu sa mend halide shell, spring loaded contact. HID: Medium base 4KV pulse rated porcelain socket. Nickel dated shell, spring loaded Contact. Incandescent and HID socket wire Is double silicone jacket wire with a 2000C rating. Ballast: Single voltage (120 or 277) core and tall, high Omer factor thermal protected ballast, standard. Die -cal N 1 ballast box indutletl with metal halide ballast. LED: 1 wag r 3 was Lens,p warm white diodes 12" Spike Available with l am argil p beam angle lens, projected through the the t maximize the light output and performance. Integral inns to rend drze inverter and driver.Coed with a variable Input vage oltnging from 120V to 277V. Consult tackrry for color changing or rT7 multi -color combinations. Finish: Five doge preparation process NId includes chromate Die -Cad ballast box Donversmn and TGIC super polyester pIYNtlBrNat ffi Standard. Included with meWt halide Optional E-cost process added to standard finish including zinc phosphate ) Mounting: Spike for ground or W wet location junction box. a k Pr20od06 Be duseceriR leArebnPnn F0.Y11MMenO PonglbngW[e tlNelle °r [pe[,a[enbne rev Spread 42068 - Specifications - GE Commercial Lighting Products 0 WORLDWIDE PARTNER F_ SHMSFAROH fc Corc_L;mcr & I:idustriGl Page I oft HOME •PRODUCTS EDUCATION I RE. -SOURCES LIGHTING APPLICATIONS Where fo, Buy I FAOs I Contacl Us I EloeNei 42068 - CMH39UPAR20FL25 GE ConstMColo PulseArIX^i CMHO Ceramic Metal Halide PAR20 GENERAL CHARACTERISTICS 1 Lamp type High Intenstry Discharge - Ceramic More Halide Bulb PAR20 Base Medium Screw(E26) Wattage 39 Rated Life 10000 hrs Bulb Material Hard glass Lamp Enclosure Type Open or enclosed fixtures (LET) Additional Info Ballast lhemhal perpetual UV coniml PHOTOMETRIC CHARACTERISTICS Initial Lumens 21DO Nominal Initial Lumens 53 per Watt Beam Spread 25 ° Center Beam 7500 Candlepower (CHOP) Color Temperature 3000K Color Rermering lrmex 86 )CRI) ELECTRICAL CHARACTERISTICS Burn Position Universal bunting position Open Circuit Voltage 280 V (peak lead ballast (MIN) Open Out Voltage 198 V (RIMS lag ballast (MIN) Warm Up Time W90% 2/3 min (MAX) Hat Restart Time tD 90 % 10 min (MIN) Hot Restart Time W 90 % 15 min (MAX) DIMENSIONS Idaxlm an Overall 3.5000 in (88,9 mm) Length (MOL) Bulb Ba_se.___. _ II _ I View larger ADDITIONAL RESOURCES Catalogs Testimonials Brochures Product Brochures • Cara fi -c Moral Halide • Color is 1-II1) Lamps Applicafiou/Segment ELOCIT lrea • Contracor I,Ightfn5 • Restaurant I ughrng Sell Sheets • GE Coy%mnICoold9CMHp Lamp, ES/Photometric Download MSDS (Material Safety Data Sh coral Disposal Policies & Reeycling Information ATv PLl http://genet.gelighting. mm/LightPmducts/Dispatcher?REQUEST=COMMERCIALSPECP... 8/1 /2006 NIGHTSKY» ad¢1 bmnvm GENERAL t«wN« R7 k mareau on The MS805 Main Street series is a modern replica of a avalMeH popularly, styled octagonal fixture, available with (A) or Won « vwhWl without (B) decorative spikes. It shall be appointed with a^'tei a cast aluminum 64z"decorative spiked finial. am"0°,e Rpd or Sold Top FITTER TWai The fitter shall be heavy Wall cast aluminum, 319 alloy nv�mw for high tensile strength. It shall have an inside diameter 8 gth opening to attach to 3'; 4", 5", 6"or 7"pole or tenon. When earl all ordered with a Sternberg pole, the fitter shall be set screw- Cape ad to the pole top or tmm. BALLAST HOUSING pnemrer Sooner... The ballast housing shall be heavy wall cast aluminum, 319 alloy for high tensile strength Rod to ensure high capa- city heat sinking of ballast temperatures. Keeping the be] - last cooler and ensuring long life. The ballast mounting plate shall be cast aluminum and provide tool -less removal from the housing using 2ea finger latches. ELECTRICAL Fixture shall be U.L. or E.T.L. listed. H.I.D. ballasts shall be high power factor with lamp stalling 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 scan electronic with a starting temperature of down to 0 degrees R They shall have a 4-pin socket to accept quad or triple tube )amps. FIXTURE HOUSING The fixture shall be 16" wide (17 it2" on the diagonal) and 38" tall. It shall be made of heavy wall cast aluminum, 319 alloy Rod the )ens 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 berosilicate glass with an I.E.S. Type 3 (RE30) 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 strati -shock gasket. The refractor will be scoured to cast holder with a quarter-tum internal aluminum twist ring fen ease of maintenance. The NIGHTSKY" OPT( -SHIELD" Louver Optic System (LO or LO-S) shall be a multi -tier reflector with 7" diameter rings m produce an I.E.S. Cut-off Type 3 or 5 distribution. The Louver LIST NOS. Optic System shall be made ofhighly specular anodized aluminum and shall come standard with MS805A MS80mo medium base socket. MS805B MS805B0 MAIN STREET NIGHTSKY'" STAR -SHIELD" Roof Optics distribution shall be delivered by multi -segmented SERIES roof mounted reflector systems which eliminate uptight and provide cut-off, The reflector (Continued an back page) t STERNBEll Lanterns Specifications 6-316 POST&ARM FIXTURES CENTER ARM MOUNTED FMTURE MST TOP FIxTURE POST POST CAP LIGHT SOURCE OPTICS OPTIONS LENS FINISH ("I BALLAST NO OFARMS FI%LIFITTERIPOSTARM FI%TUMIFITTER (See PoOISACECm WATTSITYPEIVOLTS H1 MSEailnl3'19YI11 / F�___] PT/ 3412FPA _ /a/ ]00 HP5130 / R031kHC / Fri / CA /E Q WALL FIXTURES LIGHT SOURCE OPTICS OPTWNa LENS FINISH PIER 6 BALLAST Uses a.larmemn FI%LIFITTERIWgt16RgCKET WABITPEIVOLTB °.....1fi[ue MSK5A1314AON'B / 1DUBFSDp.. / Imil/ PHCI / EA1/[i] MMBSA/.1/430PB-: a " CM3 FURURE)M"ERIPIEREASE FIXTURES POSTARMS WALL BALLASTS LAMPS' FINISHES • MS805A • 478PM BRACKET 35HPS' HPS351MED STANDARD • M58065 • 478TS ARMS 50HPW HP8501MED BK Bla . • MS805AOa • 48OPM 478WB 70HPS HPS701MED *erde Green • MS805BOe • 48ODPM 478TSVVB 1ODHPS HPS100IMED PG Park Green • SSLPM 48OWS 15DHPS • HPSIWIMED • Al3ZAmh Mad FITTERS 6236PM 460DW6 200HPS' • HP82501MOGIEDI8 Bronze • /3 • 579PT 55LWO . 2501HPS' • MH50/MED • Si Swedish Iran • BDI4 • TART 6236WB SOMH • MH70/MED • DS Dark Bronze • 8015 • TASCR 579WB 7OMH • MH1001MED • /6 • TAWB 1OMH • MH1501MED FINISHES • /7 OPTICS TASCRWB 15MH CUSTOM MH1751ME0 • RE3G 17575MH MH250IM0G/ED28 WH White • FIT Rust VOLTAGES • RE5G PIER MOUNT 2501yH' PLT26 • 120 • ALZAK 450PB 26PLT PLT32 CM Custom Match • 208 • HSS LENSES 32PLT OI Old Iron PLT42 TT Two Tone • 240 • L03-S' 42PLT • 277 • L05-S3 CSA INCAND 4 �3!'M ' CA OL55" OPTIONS • UW • LOS, OL85" PECi Photocell -Bimetal 120 VON PEC2 Photooel-Bimetal 208-277 Volt (120-277) R02H-Se PA • • R03H-Ss PEC1-E Photocell -Electronic 12D Volt • R05H-Sa PEC2-E Photocell-Elecaonio208-277 Volt • FHCa FITS Single Fuse and Holder-120, 277 Volt • FHD Dual Fuse and Holder-208,240,480 VON • OR Quartz Re-SMke NOTES: Pre Pineapple Finial or Font (TA, TASCR) '35HPS is 120 volt why. war ballasn up to 175 youth, rol basovdarSare swdwd • BF Sell Finial or Font(TA,TASCR) a50HP5daIdbleasl2eor277 with ballazb 20D warts and over Mercury vapor Ne ad • LAMPS Select tram list vbrely Othirpdala edM indep0on lamps arteekbble. 3MED base only Stan usedto ' Medium base lamp only, E017. Muse leap rRE3G, RE5G or FHG olds, only. Its set .0, 'Skndardodear. for Cooked HID 'CIE0003Models'. Madiambassfor HPsaMHIED170ny). •7yys POend Me Lensed Rodlimaed m "Conauala3kory lamps add G ArpVCIMEDy Ormogulbazefor HPS(EUISsirt orreaulaesebr MH 476wmmax.1fiehywaReparenuim R.,aWbn MBdieeleass pokeaslaeaN (EC28 Only). REeGIREa eyllO Rod Oprioa all UTERNBElkG 555 Lawrence Ave. Roselle, IL 60172.847.588-3400 • Fax 847-588-3440 LIGHTING wound. sternberglighting.com Email: info@stemberglighting.com t ,STERNBEPG FIXTURES I OPTICAL SYSTEMS ' iTw ,arnw j, loco +s'.rw ,( Alzak Disc RON Roof 2, 3 ort5s Go. L0.7•S Cie GOa'N as' LOG -5 Louver Optics M3808A MS806B MOBOSAO M5805BO Eli Has FHC Frosted LOB With Spikes Without Spikes With Spikes Without Spikes RESG House Side Hurricane Louver Solid Roof I Solid Roof Lensed Roof Lensed Roof Refractor Shield Chimney CREW LENSES CSA CA on, CTA PA WA Clear I Clear Clear Prismatic Whitecc etl Acrylc emur Acrylic Acrylic Acrylic Acrylic FITTERS; •ALyI��- - u /3 BDI4 BDIS 16 /7 Fits 3" poles Fits 4'poles Fits 5'poles Fits B"poles Fits 7"poles .,tenons and or tenons or tenons or tenons or tenons anus below ARMS - POST MOUNT (PM),or WALL BRACKETS (Wi See Arms Section for more irrfo'mstion -lay -11, ir z1a: 17, PF O� ,le mJ o Arm) 7 aTsrs TASCR 'fWe7e t-fez:-T I�IB4r�Y. �[-WV� -) ,sun tar,;pe L' s ,� 9IER IaA3! tADDNr 6236 478 TA 551. 460PO ry.37: LIST NO. cavity shall be made of specular anodized aluminum. Roof Optics Type 2 (R02H-S), Type 3 MSB05A R03H-S, ( US805AO ) Type 5 (ROSH-S) horizontal are available for medium base )amps. M5805B 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 black up to 120° of light in any one direction. QUARTZ RE -STRIKE The MS805 fixtures can be Supplied with an optional quartz re -strike stem to retain constant PP P fixture light if the H.LD. lamp fails. The fixture will be equipped with a 100 watt quartz lamp and a controller to me 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 NO access plate and are not pre -wired as ballast housing assemblies and fitters are packaged separately for ease offsetting to soured, The thermo bi-metal photocell shall be designed to turn on at 1.0 footcandle and turn off at not more than 5 footcandio. The electronic button type photocell is instant on and a 540 second turn off and shall turn on at 1.5 fwtcandles with a rem -off at 2-3 f voicandles. Photocells are either 120 volt or 208 thru 277 vo1L 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 sys- tem which includes alkaline throning, 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 coaling shall be electrostatically applied semi -gloss, super durable polyester pow- der baked at 400 degrees for a durable and superior, color retentive finish. Our optional antique Verde Omen 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 t Five -yew limited warren See roduct and finish warren aide for details. Y ty.P tyS % 4„ O TERNBEPtG 555 Law ence Ave. Roselle IL B0172 • 847. 8 -3400 • Fax 847-586-3440 5 8 wwwm . steberglighting.mm Email'. info�sternberglighting.com a -a LIGHTING Hello, Guest f� Register/Login BcsG'" ©© tali 1-800- ` BULBTRONICS GROUP 588-2852 Monday-Fi day gam - 5pm, Get in Est Shop by Category u, I by Product Seamh by keywords, Manufeetumr, Search Cart Home > Seamh-Tha WamWwe > PremaetDefatl PHILIPS MHC50/W/MP/3K ELITE Order Code: ODS8934 I Part#:423681 $54.51 each Qty: 12 +Add to Cart I apes 1 TECHNICAL DETAILS Product Typo: LAMP BULB Technology: HID/HIGH INTENSITY DISCHARGE Type: METALHALIDE ELECTRICAL PROPERTIES Watts: SOW PHYSICAL CHARACTERMTICS Finish: CLEAR Shsrw: ED17 Bass: E26,E27/MEDIUM Ends: SINGLE ENDED SCREW Oeamll Largo (rent/') 5A38' DlomeW (mnV) : 2.125' Buming Posiden : UNNERSAI Leave O message LIGHT OUTPUT MEASUREMENT Initial Lumens: 4800L Man Lumen: 3840L COLOR CHARACTERISTICS Color: WARM WHITE OCTemp/KBIWn: 3000K CRI : 90CRI LIFE IHa: 16000H POWER CHARACTERISTICS ANSI BaINW Type: M148/M710/O PART NUMBERS a ORDERING INFORMATION Br Part#: PHMHC50UMPSKEL ITT Description: PH MHC50/U/MP/3K7ELR E #423681 BIT Ordering Code: 0088934 Mfg: PHILIPS Mfg Prod Description: MHC50/U/MP/3K Mfg Ordering Code: 423681 ELITE Trade Name: MASTERCOLOR CDM ED17 ELITE Tariff Code: 8539.32.00.90 Manufacturer's specifications are subject to change without notice. The brands you need from the company you trust. H F e Data. Approved: PA TypeO ^ i U G H T I It G Fixture: � p°"`t SCOTT R. LINSZ FC W3052 FMM52 Exterior Decor fixture Is a 10 inch round, IP65 have, ADA Compinnl, easy 0 - toirllfMurethathasenimpaTreaistantlensandlaceaplionslomeetNel]esign U Lie. No. 035791 .'a requirements of your building. This round face can be ceiling, wall or surface mounted. ® "01�o� 02/06/2344 �S'S'InArAT Gl H I lZillollifu dimensions 10.4A x4.1"Deep weight 41os (lousing Marine grade,conasbn resistant, heavy gauge lYJl pressure die-cast Mminum; Caidde stainless steel Harper reaidara hex head saketschoss lens Impact resistant, UV stabilized, white polycarbonate diffuser mounting MounRdireely to "dam junction box', masonry applicatom 13sefwr(4)0.25"x0.75" screws with lead anchor: gasterrers not included, I -box by others) ingress Protection IP65 Rated. Suilablefo intdamp entry laatbn application,withexNd siliane Waettualoulcontaminmbe finish Sdstagamemiral amphosphateconvemionpre-twhnent. Nl"eupmw rwdfhish, l8pm Min., 5000hrseltspreyteent to 9117)wmpliM wb Flodda IAAMA2ro4specification. 1' color is peratum 27WK MMK MOOK 4000K town output LED1. i 11001m 116001m 121mm lifefime > 70,000 boos I L70 a better color consistency 3SDCM/stadard85CRlI phwa1:90CRI operating temperature -13°Fk1M°Fr25°Ct14fi junction temperature 73-00P 25°C warranty 5-year limited wmmnly(refer IT websifefor deteld input voltage UnMasal 120277VAC I Optional: 347VAC jintegnq w r e sup ply PPY Integral Cities ll ekcrdnic high oweriector>94%0120V 9 M P cerfiications ETUCER Listed, CEC title 24 JAB complantfour DO Wl cixnpliasl standards UL 1598/ CSA C22.2 No. 250.0-Cities 1/IES LR-79IIN-80 power consumption 43WO 120V-277V jMeximar dimming SWKW 0-10VH%)I Optorm: ELY(129V nay) I DMX(mmak only)/DAL remote SEEN Due mwmmums dwslu amend immeynmm. surrabemare aremm[na wimuwnuu[e. rcr bu we�flw'mm[nen Mb fan demasare ub��me wimuu:ri son p W re m rat proluatuttc¢Nbasegrsmenf mFCLgM1mpcurrent contlAlans. FCC Sens LyIIM¢r LlgM1bereeylncerMen1pmdured In mrllllrusirenumcfuing faclllry. r'vIx IS Commeidd Lghtlm Marsableas Smee1982 Specification Sheet 0&Ilitl See Lumhves 3509 Swenson Pre •n. Chants L• W174 I IdgNrg rem BOO 9001730 AG-DH-12320 1 width 10.4" 0 depth 4.1" D 4.1 in - s 0.4 in J 1 Is mounting plate width 14.25"W 1-1pox mounting oak: mounts flush to surface and is included WiNfbiMre 2.7 35" I35'o12.75"Imounnn9dw.Gr Ouemmnfinuous Oaeel"pmemand Imporemeins, slecAlvaliers am vbjzvttocnangewitlwuf mOw. FCLgbang mwmsthe rigbllovhnge lab fatdetatlsorspecXlvafiorswilbON notica. errWwtuaecsrbbWagrymnnc nLlgbdig renesunl«ndiiam. Fcc sanm tyll rUgmaam englrermdaM paaurae In our nnMa manurawdnghalny r*m Comnces Lining ebuteere.51le 1902 Specification Sheet 0 Sous Stale LumlPNve d8 oowrsm Ave• 9. ChatleaL•6oPa Idlg101N.wm EdV.900.V30 AG-ox-1Z1p GE current GINIUAI M ALACHRISIIC% Base Description arm abre Temp C-degrees SAW 351 rase Type PNR'g-In OIMTempatatere C-tlecturna Xj 50(1 IsmpEndoirmlypehEn Erclosed removes, CMIDSFURCU830312 Morals,-Bmgm pxrrlmn lm IT IM5 Rated Up Hours nominal 16500h mMFkisheverd Colas Clear MeraryCoraem EMEAONLY 48 alMMatalial Quoin, Do4uaTechrolog•/ Hgh!poorly Discharge Lanscount 1 Lneh Years 1506 i ".Wit swcwra Cane, Rase G12 adb Shape TIS _ Mean Wmem nominal 2300m y Nominaliurrom,rWatt 871m A Initial Lumen -nominal 3400m Color Rendennglndex Cm 84 UpFTemlreraWre taxes ION Produtt CWe 20153 Io,simm n U.UH UVCUBWG12 NuxruOve UritOf spelre EACH Standard edomemandty 1 Ean NFC MI W201537 SlartlaN Package GTIN 0"3l rB20l537 Ho OflMmsnr Sales unit 1 NOOHIemsPa'slaluaN Patlage 1 sales unit Eadr UCL OCIM201537 NWmOveunn Olh4avre CASE SmMard PafkaGanuandw 12 Ron UPC Ml M20l537 SUMadPackage GTIN 10043168 201534 No OflmmsPa Sales unit NDOf HemsFbrSMtlaN Paduge 12 Sales um, Care UCC 00IM201537 uaeieter 0.56H I Ceuta l em0i 101111 a 22in Beer Lesson Umrelsalmrningpodtim wordelOnearroorsIneard 2mh Fa'f.I Feegy CoSt'dFlosse 40 R mdp a (Woup 39W WARNING Thelon, concouse salsas adnbum ant eye arfamrmtien Ran smp a ulaaindetrafratim Roarer ermareps olme lamp lsbrokenor puexwiedr brut are all be mndniaestaapaate. Do rotusewhele peopke 111 f re Nan r minutes unless adequate Hydrogen oNer fewvumuuwsareused.Ceruh WmsoflampsdlatWllauW ad[aIy dn91is11'rt'hen Neouwemelopeisbrokenor puncuredarewmnemially avaable il. Yait LLIe FDAwebste ramaeinf.mellon.hLLpJ/www.NagwlMrf✓ratlhazlm/product✓urbueallUrl Caaden Lamp may abatleF and cause pry abortion Do not use excessive route wean Immillm ion Donotuselampeoutagks Bb mtdhedaaaeen. Q > ckf Q O H H Z d W U try o Z Z w Q O Z o Z g > w W F- E1 Ln `J inc Q W W W Ul z J J U z UJ 0 z W z </� LL h� 11 7 r 0' V W VJ` V W W J U W W W d Li JOB NO. 202187 SCALE NA SHEET NO. 8 J H_q LLJ �) V F 4 V J > m C