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HomeMy WebLinkAboutARB202000131 Plan - Approved 2021-10-11 (2)GENERAL 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 INC.: 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 JULY 2020. DATUM: NAD83, NAVD 88 EXISTING TERRAIN: PROJECT AREA IS CURRENTLY A GRASS & WOODED AREA ADJACENT TO COMPLETED PHASES OF THE RESIDENTIAL NEIGHBORHOOD EXISTING DEVELOPMENT: (3) MULTI -FAMILY CONDOMINIUM BUILDINGS EACH WITH (10) DWELLING UNITS FOR A TOTAL OF 30 RESIDENTIAL UNITS PROPOSED: (3) MULTI -FAMILY CONDOMINIUM BUILDINGS EACH WITH (14) DWELLING UNITS FOR A TOTAL OF 42 RESIDENTIAL UNITS WITHIN THIS PHASE. DENSITY: 30 EXISTING RESIDENTIAL DWELLING UNITS + 42 PROPOSED DWELLING UNITS = 72 DWELLING UNITS FOR 7.097 AC FOR WHITE GABLES DEVELOPMENT = 10.15 DU/AC. PROPOSED WATER SUPPLY PROTECTION AREA: NOT APPLICABLE WITH THIS SITE PLAN AMENDMENT WATERSHED / WATER RESOURCE AREA: RIVANNA RIVER DRAINAGE BASIN GREENWAY DEDICATION: NONE WITH THIS SITE PLAN AMENDMENT BUILDING HEIGHTS: 65 FOOT HT MAXIMUM ALLOWED, 65' MAX. HT PROPOSED PAVILION II - MAX. 4 STORIES PAVILION IV - MAX. 4 STORIES PAVILION VI - MAX. 3 STORIES SETBACKS: FRONT: 215', SIDE: 0', REAR: 0' PARKING: 10' FROM PUBLIC R.O.W. SUBDIVISION STREETS: EXISTING PRIVATE STREETS (PART OF THE OVERALL DEVELOPMENT) UTILITIES (WATER AND SEWER): COUNTY PUBLIC WATER AND SANITARY SEWER AGRICULTURAL/ FORESTAL DISTRICT: NONE LIGHTING: SEE LIGHTING PLAN PROVIDED WITH THIS SITE PLAN AMENDMENT. LIGHTING SHALL CONFORM TO ALBEMARLE COUNTY LIGHTING AND DARK SKY ORDINANCE. LANDSCAPING: A LANDSCAPING PLAN AS SHOWN HAS BEEN DESIGNED IN ACCORDANCE WITH ALBEMARLE COUNTY ORDINANCE SECTION 32.7.9. TRASH RECEPTACLES: EACH OF THE (3) BUILDINGS SHALL HAVE INTERNAL TRASH BINS WITH A PRIVATE TRASH SERVICE FOR COLLECTION. PHASING: THIS SITE SHALL BE DEVELOPED IN THREE PHASES, SEE PHASING PLAN SHEET 3 FOR DETAILS. PHASE III - BUILDING VI PHASE IVB - BUILDING II PHASE IVC - BUILDING IV PARKING: PARKING REQUIRED: (2) SPACES PER RESIDENTIAL UNIT (ASSIGNED PARKING) + 1 SP/ 4 UNITS FOR GUEST PARKING 1. (30) EXISTING RESIDENTIAL UNITS = 60 REQUIRED PARKING SPACES 2. (42) PROPOSED RESIDENTIAL UNITS = 84 REQUIRED PARKING SPACES 3. GUEST PARKING REQUIRED = 72 UNITS x 1 SP/4 UNITS = 18 SPACES REQUIRED TOTAL PARKING REQUIRED = 162 SPACES PARKING PROVIDED: 1. GARAGE PARKING SPACES = 147 SPACES 20 GARAGE SPACES PER BUILDING (PAVILION I, III, & V) = 60 SPACES 29 GARAGE SPACES PER BUILDING (PAVILION II, IV, & VI) = 87 SPACES (INC. 6 HAND. PARKING SPACES, PLUS (2) LOADING SPACES 12'x25') 2. ONSTREET PARALLEL PARKING SPACES = 25 SPACES TOTAL PARKING PROVIDED = 172 SPACES + (2) LOADING SPACES STREAM BUFFERS/FLOODPLAIN: NO FLOODPLAIN EXISTS ON THIS SITE PER FEMA MAPS 51003CO266D & 51003CO266D RETAINING WALLS: (1) RETAINING WALL IS PROPOSED WITH THIS PLAN AMENDMENT, SEE GRADING SHEET FOR INFORMATION. RECREATION: RECREATIONAL AREA WAS APPROVED AND BUILT WITH SDP 2003-34 (PHASE I OF THE WHITE GABLES DEVELOPMENT). THIS PLAN DOES NOT PROPOSE TO CHANGE THE RECREATIONAL AREA. LAND AREA (WITHIN 2.10 AC. LOD): PARKING AND TRAVELWAYS 0.31 AC. (14.8%) BUILDINGS: 0.81 AC. (38.6%) SIDEWALKS: 0.02 AC. ( 1.0%) TOTAL IMPERVIOUS AREA: 1.14 AC. LAWN/OPEN SPACE AREA: 0.95 AC. (45.2%) PAVED PARKING AND CIRCULATION AREA: 13,675 SF (0.31 AC.) CRITICAL SLOPES: SEE EXISTING CONDITIONS FOR THE LOCATION OF THE MANAGED SLOPES ON THE PROPERTY. BURIAL SITES: NO CEMETERIES WERE FOUND DURING FIELD INVESTIGATION OF THE SITE WITHIN THE LIMITS OF THE PROJECT AREA. STORMWATER MANAGEMENT: A DRY STORMWATER MANAGEMENT DETENTION CELL AND DRY SWALE SHALL BE CONSTRUCTED AS SHOWN ON THE GRADING AND DRAINAGE PLAN. ADDITIONAL WATER QUALITY NUTRIENT CREDITS SHALL BE PURCHASED TO ACHIEVE THE NECESSARY REMOVAL RATES FOR THE DEVELOPMENT. SEE VSMP PLAN FOR FURTHER INFORMATION. WHITE GABLES MAJOR SITE PLAN AMENDMENT (SDP2020=77) Ei _�� AMENDMENT TO SITE PLAN SDP11111111111112003IIIIIIIIIIIII00034 FOR PHASES III, IVB, & IVC SAMUEL MILLER DISTRICT CAVE: 1" = 50 r, ALBEMARLE COUNTY, VIRGINIA n F/� o= C 22 VICINITY MAP SC4LE: 1" = 500' aC Pa lediatric Associate= Of Chado... ' '�The Mark& !"y Rd fBHlair E Z 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 Ob 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 yO 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. �Jb �abs 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. �y � 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 s \ 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 THE N/F KAPPA SIGMA PROPERTY TAX MAP 60 PARCELS 27 AND 27B AN ACCESS EASEMENT HAS BEEN DEDICATED TO CONNECT THE LEGAL RESEARCH s ( ) 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 ail I 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 i RESPONSIBLE FOR THE COST OF A TRAFFIC SIGNAL AND ITS INSTALLATION (THE "SIGNAL") AT THE INTERSECTION OF ROUTE 250 i WEST AND AN ACCESS POINT SERVING THE PROPERTY APPROVED BY VDOT AND THE COUNTY'S DIRECTOR OF ENGINEERING, AS & gn 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: > QQW 8A. PRIOR TO THE ISSUANCE OF A BUILDING PERMIT FOR THE FOURTH PAVILION, THE APPLICANT SHALL PLACE FUNDS IN r�i¢e4"W oo,"o o 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 iQ ~ WHICH THE SECURITY IS PROVIDED. THE SECURITY SHALL CONTINUE SO THAT IT IS AVAILABLE TO PAY do 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; 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/IS EXIT) 8B. IF, AT ANY TIME UNTIL TEN (10) YEARS AFTER THE DATE OF APPROVAL OF THIS SPECIAL USE PERMIT, VDOT AUTHORIZES IN WRITING THE INSTALLATION OF THE SIGNAL, AND VDOT AND THE COUNTY'S DIRECTOR OF ENGINEERING APPROVE THE SIGNAL'S INSTALLATION BEFORE THE APPLICANT HAS OBTAINED A BUILDING PERMIT FOR THE FOURTH PAVILION, THE COUNTY MAY DEMAND PAYMENT OF THE COST OF THE TRAFFIC SIGNAL, AND THE APPLICANT SHALL PAY THE COST TO THE COUNTY WITHIN THIRTY (30) DAYS; AND 8C. THE COUNTY MAY APPLY THE APPLICANT'S SECURITY TO CONSTRUCTION OF THE ACCESS ROAD OR OTHER ELEMENTS OF THE FUTURE TRANSPORTATION IMPROVEMENT PROJECT OTHER THAN THE TRAFFIC SIGNAL. 9. THE APPLICANT SHALL PROVIDE BICYCLE FACILITIES AND WALKWAYS IN CONJUNCTION WITH ROAD IMPROVEMENTS TO IVY ROAD AS REQUIRED BY VDOT AND THE DEPARTMENT OF ENGINEERING AND PUBLIC WORKS IN CONJUNCTION WITH PRELIMINARY SUBDIVISION/SITE PLAN APPROVAL. LEGEND ROADS = EXISTING CULVERT SHEET INDEX DROP INLET & STRUCTURE NO. TITLE SHEET CURB COVER 1 EXISTING CONDITIONS 2 CURB &GUTTER OVERALL PHASING PLAN 3 PROPOSED ASPHALT LAYOUT & UTILITY PLAN 4 GRADING & DRAINAGE PLAN 5 "'' PROPOSED CONCRETE LANDSCAPING PLAN 6 PROPOSED PAVER (IMPERVIOUS) LIGHTING PLAN 7 LIGHTING DETAILS 8 BENCHMARK TOTAL SHEETS 8 T VDOT STANDARD STOP SIGN 211111EXISTING 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 iCOTT/R. Cb'LLINS�Z Lic. No. 035791,' 10/06/21c�4 �'SIONAL E��'1 z z w 0 z z z w w w 0 0 U U z g w w w p l ¢ ¢ U U w� 0 0 0 /\ p p p of c¢n c¢n p Zw > r r z U U U O p � U U U ¢ ¢ O m m m O O w J W W W Z Z Of 0 0 3 3 k N a a a a a o 0 Z) a a W as a C z Q N 7 W OCl 0 N N O N Cl Cl Lu ti 00 N ® C N O CN N N > Lu J J U) Lu L.L C) Lu ul U) ZLu w I� U) 01-1Lu JQ O O O N u 1 W 0 W I..L `W w LU LL OLr) r-i Q Lu O Lu U -I V F_ H� i w J F F L w p w of _ rL Ln 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\' \ \ ZONING: CO COMMERCIAL OFFICE TAX MAP 60K PARCEL Al USE: OPEN SPACE \ e \ I \ I I N19'4 '45"E v I 425.06' I \ TMP 60-26C 1130' PAVILION V & VARIAB I �I A6CESSiEASEMEN EXISTING CONDOMINIUM I DB 2660 / (P/at I BI 27061 P.224 P.163(p1�` 0.63 ACRES I �. I I� I TMP 60-26 20'& VARIABLE WIDTH o.86 ACRES VEPCO EASEMENT 20' WATERLINE (D.B.2561-704) EASEMENT; TYP. / I _ 1 D.B. 3059-532 4� f �4 1&WATER EASEMIENT\ D.B. o a I v 305�9-532�� C W _ ---- T I II y fTl \ s �1 AIII I I W Z �,Ti ;�u�W I - I 12" I> 1 v V 1 1 v v " - - w� I C17 m I MAPLE rnT1 Frl 1\ \ rn n ��\ N\ OCv557'57"W �� C231 µ w zz I vv v 65/.67 i i V I G \�� - �1 m D \ / x y LI ITS OF PRI ATE TMP 60-26AA C - 14" 1 1 \ F. �.. - > �� m J 30 ACCESS E MT. 2 z IN I I TT1 \ �7 DARRELL, ]OHN STEWART, `3 m � � I I I � A A V � �' ' A � TRUSTEE JOHN STEWART I SYCAM C, DARRELL TRUST EXISTING / I • 1 1 > 2 " \ 0.18 ACRES / PINE NOLIA MANOR HOUSE 4240, PG.544 / l ^ay>Q F U LI 20 WATER INE EASEMENT I s \ o I _ /I} ' AC AIIIES; 2 B. 05 -532 \ \ D i \ ` \MINN to . ) \ r� Q A I C15 1 \ EXISTING TREE TO REMAIN �1 i8 ACRE \ m , \ S - EXI-STING 6"_D.I.-W/L TO o \ ' I E PLACED \ -,IC�� (� 1 \ w ����� \ ��-l� �r �U ✓� WITHAN8 DI A,L / f y/, 8" GN IA- _ \ �' A � C SSII m \ - - - C12 6� EAS MENT; tYP. 'Co L3 II � ` 13 p s TREE � E PROTECTION S EXIS FENCING (TYP.) YD I \ I EXISTING TREES TO REL I L - - •48' \ A BE REMOVED PROJECT LIMITS ' ASHY \ z \ \ { a rn I I. C10 ® I Cj I I 2.295 ACRES TMP 60-26 ` �Ltv WHITE GABLES CHARLO I TMP 60-26 C11 \ c/o ROBINSON DEV G #282 ACRE 3.438 ACRE I y / rn 30' DB.2660, PG. r w MAGNOLIA 18" 14" QL o AG LIAI - TREE PROTECTIO I NE / / r ` FENCING TYP. I I �� DAR 8 S - 72:06' IRON I FOUND '--------/ I I I f EXISTING EXISTING STAGGERED ROW OFFICE BUILDING OF EVERGREEN TREES ON ADJACENT PROPERTY I 4 I I I I f I I I I I s I ,I I \ I I f I I I II 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 I 0 I F F ow -'--���_bW -- 0 �O•I - - 20' DRAINAGE • 48 \ 896 P. (Plat EXISTING SANITARY/ \ 3a P 3(Pmt TO REMAIN TMP 60-26A 20' SEINER ESMT.[ 30" I I EXISTING SPRUCE/CED DB 189� P.237(plot) SWM �DB 738 P. 343(pl t) FACILITY I -- -I I 20'& VARIABLE WIDTH / L / I / VIRGINIA ELECTRIC & V(D B- EASEMENT / / D.e.zs61-roa) ' POWER CO.P EASEMENT 20" SPRUCE SAN.co. I (D.Bi262-464) • / - - -I0� 605.76 - 24„ - - -_ - --- 7" DBL. o _ N AR / so wavaTe accEss S LANE - MH -s enstMr roP zT 20'GRADING & B FFER - T mr -sso a6' SETBACK AR A 896-238 LAT) - s C2a�R \ I 20' SEWER EMT. - i-eaSeMf�T DB 1896 P.23 (plat) DB 738 P. 34 (plot) / SAN. MH A-2 / / 1 / / TOP=590.16' TINGFIRE / EXISTING SANITARY / // INVour saso4' RANT TO BE - / OCATED , - ' EXISTING ASPHALT _ _/ - _ TO REMAIN _ TRAVELWAY / /i/ - - _� IEXISTING r / 20'& VARIABLE -WIDTH _ _ -'I I I � STOCKPILE _ _ - I i I / O SETBACK AREA VEPCO-E�,SEMENT - (D.B.2561-704) / EXISTING SAN. SEWER / / / TTESVILLE LC ' �I / EASEMENT TO BE VACATED / ROUP INC 218 / ' / _ - EXISTING SEDIMENT / / ' TRAP // 0 N - ' ALBEMARLECOLINTYGISI \ / /// /%/ /� THE CHESAPEAKE & OHIO MANAGED STEEP SLOPES c$' RAILWAY COMPANY OVERLAY (TYP.) , - _` � / 517.21' - ' _ �' ' -� i / c' ko Q/ D.B. 169-593, 594 PLAT ` // o �OHE'7 0 �Q �' / _ 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. 12', SCOTT/R. 05LLINS'Z ti Lic. No. 035791,E 10/06/21 F- z w w w w 0 z U U z g a a a Ln d F-l-1 a a bc m o 0 0 w o Z 0 0 0 OZO x a a `^ ow w w w o 0 F�1 > J W W W Z Z BE! o 0 0 3 3 k H o 0 o a a a a a o 0 CO w w `� W aIce W N V CD a M WW T CD ti 0') M N s CC N C� w Cn N N w > Lu J ® � LLI H 0 Q U I Lu F_ LULU Lu F_ ® C/) J~ JLU CD CD N W u F 0 w w Ln Ln JOB NO. 202187 SCALE 1"=30' SHEET NO. 2 THE HOWARD FAMILY TRUS NING: CO COMMERCIAL OF TAX MAP 60K PARCEL 8 USE: RESIDENTIAL KENRIDGE HOMEOWNERS ASSOCIATION INC ZONING: CO COMMERCIAL OFFICE TAX MAP 60K PARCEL B1 USE: STORMWATER MANAGEMENT m 0 m m 0 -n v D rrrI m z IAM C WEATHERSBY & CHARLOTTE F CO COMMERCIAL OFF ( MAP 60K PARCEL 1 USE: RESIDENTIAL KENRIDGE HOA, INC ZONING: CO COMMERCIAL OFFICE TAX MAP 60K PARCEL Al USE: OPEN SPACE CARR, HOWARD M CO COMMERCIAL I MAP 60K PARCEL USE: RESIDENTIAL \NIEL, THOMAS M, TRU: /T THOMAS DANIEL TR ING: CO COMMERCIAL I TAX MAP 60K PARCEL USE: RESIDENTIAL N19'41'45"E 425.06' TMP 60-26C PAVILION V SULLIVAN, PAUL FRANCISJ TRUSTEE & ANNE MARIEI SULLIVAN, TRUSTEE ZING: CO COMMERCIAL OF[, TAX MAP 60K PARCEL 4', USE: RESIDENTIAL ACCESS EASEMENT \ PHASE II EXISTING DB 1896 P.237(plat) CONDOMINIUM I DB 738 P. 343(plat) I o.63 ACRES I TMP 60-26 20'& VARIABLE WIDTH I o.86 ACRES VEPCO EASEMENT I 20' WATERLINE (D.B.2561-704) I EASEMENT; TYP. r r A ASE IV D.B. 3059-532 L o I i I 20'WATER EASEMENT (D.B. o v I A 3059-532) C y ITl------- T -- +. I rrrI 5' WIDE SIDEWALK w RO C1 m12" D 7 m MAPLE m m = U�( N20'5T57"WHl` �� C2 w s £ Oz m O 65.67 i'~ w I p w m �c D r LIMITS OF PRIVATE - r 14" p i 30' ACCESS ESMT. TMP 60-26AA C 2 3 INE m '� w - C7 DARRELL, JOHN STEWART, - Z S m 4 z ' i SYCAMORE � TRUSTEE JOHN STEWART -I r- DARRELL TRUST PINE RELOCATE STREET LIGHT ' .' �O> 2 0.18 ACRES SPRUCE/ aa BEHIND SIDEWALK 10' SHARED USE PATH AGNOI IA DB.azao, PG.644 \ Q ( C8 I CG 2 (TYP. r ry>Qr r IMITS OF PUBLIC 20 WATERLINE EASEMENT s ` 'I YA V I� \ r /F r r ACCESS E3 ESMT. VARIES; B. B. 305 -532) \ W J ro am O r r 36" c \ 27" DBL (n F- I 5 WIDE SIDEWALK f1 A C I r SPRUCE I 18 ACRE I MAPLE CED-," �\ I r o 0 o I F- ; PHA 8„ GNOUA HH o I CG-12 (TYP. O 30' ACCESS C6 - - C5 'D. I -- C O EASEMENT; TYP. Lft o I O 0 U 0 0 -H 13 o 0 1 f CD� CG-12 (TYP. rn m I •ANS` cP ` m (Fi C1 cDi JAMES III & ALICE MALONE CO COMMERCIAL MAP 60K PARCEL USE: RESIDENTIAL PAVILION PAVILION IV O 5'WIDE SIDEWALK (S r PARKING LEVEL FFE=607.67 PARKING LEVEL FFE=607.00 ® ` 00 r ' m PHASE III PHASE IVC i° TMP 60-26 t1 9? 01 _ z 0.282ACRE , •• � ' 1 r ' \ 1 14° v 10'SHARED USE I 823.40' ACRES PITTS, P MURRY CO COMMERCIAL MAP 60K PARCEL USE: RESIDENTIAL 1, PETER, TR OF THE HAPIN TRUST & DIAN TR OF THE DIANE CF CO COMMERCIAL OFFI 398.34 --- -= O I -- -- -- o o 0 0 I I - I I I I I I ' PAVILION II PARKING LEVEL FFE=603 33 1 I PHASE IVB _I \ I I j - LL1,91 - I I ' =DRY SWALEA ' W S23'04'55"W€ 67 OLE G FLOOR AREA SMALLEST UNIT MIN FLOOR AREA FOR LARGEST UNIT PER CONDITION #7 FLOOR AREA LARGEST UNIT P II 2152 SF 2798 SF 3697 SF P IV 2152 SF 2798 SF 3697 SF P V VI 2152 SF 2798 SF 3697 SF PHASING PLAN SUMMARY PHASES I AND II -THESE PHASES ARE ALREADY COMPLETED. THEY INCLUDED PAVILIONS I, III, AND V, WHITE GABLES LANE, AND ROAD CONNECTING THE PROPERTY TO THE EAST. AS A PART OF PHASE I, THE RECREATIONAL AREA INSIDE THE WHITE GABLES LANE LOOP WAS ALSO BUILT. THE SIDEWALK ALONG THE EASTERN CONNECTION ROAD TO THE SHARED USE PATH ALONG IVY ROAD APPROVED WITH PHASE II WILL BE BUILT THROUGHOUTTHE PROPOSED PHASES III, IVB, & IVC. PHASE III - THIS PHASE WILL BEGIN AFTER PHASE IVC AND IS THE LAST PHASE OF THIS DEVELOPMENT. THE CONSTRUCTION OF PAVILION VI WILL OCCUR DURING THIS PHASE, AS WELL AS MILLING AND OVERLAY OF THE EXISTING WHITE GABLES LANE IN FRONT OF PAVILION VI. PHASE IVA -THIS PHASE IS ALREADY COMPLETED. THIS PHASE INCLUDES THE WESTERN CONNECTION (KENRIDGE PARK ROAD) AND SIDEWALK TO WHITE GABLES LANE. THIS PHASE WILL BE BUILT AFTER PHASE IVC. PHASE IVB - THIS PHASE IS REVISED FROM THE PREVIOUSLY APPROVED PLAN (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. 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 EXISTING OFFICE BUILDING ON ADJACENT PROPERTY 517.21' - - - OHE - OHE - - - "E LINE DELTA RADIUS ARC TANGENT CHORD CHORD BEARING C1 13331'54" 75.00 174.79 174.70 137.84 S27'15'34 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 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 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*03'11"E C23 5`27'50" 140.00 13.35 6.68 13.35 N42`24'56"E T.M. 60 - 25 ROSSER ASSOCIATES D.B. 1083-50 D.B. 635-308 PLAT USE: OFFICE ZONING: CO COMMERCIAL OFFICE IRON FOUND 0 2E, KAREN L 2017 CO COMMERCIAL I :MAP 60K PARCEL USE: RESIDENTIAL VALENTINE, CARL MICHAEI SHANNON RUTTER VALENTINEZONING: CO COMMERCIAL OFFICE TAX MAP 60K PARCEL 1 USE: RESIDENTIAL 4RDS, ROBERT L OR KAF ZING: CO COMMERCIAL 01 TAX MAP 60K PARCEL 1 USE: RESIDENTIAL ICOTT/R. CD-LLINS� Lic. No. 035791,E 10/06/21 AJ N17'25'22"E 1.09' FROM CORNER r z I W I f � � z I w w 20'SEWER EASIMENT z 0 0 I (D.B.2660-22� & zo g F F F U U � � � In V) I D.B.3059-Sk5) 0 0 0 a a o 0 0 U) I U o��� W W Z o a > > > 0 0 o o 0 0 a a I w � m m m m m m 0 0 I > J Q000gg W W W z z m Q Q Q w w � a a W J d d I z z � (o� cn ' it VIRGINIA ELECTRIC & POWER CO PANY EASEMENT (D. 1 262-464) 20' SEWER E MT. EgSeMR DB 1896 P.23 (plat) DB 738 P. 34 (plat) DETENTION BASIN B OHE - - - OHE 0 u, / l 0 O O _O S O THE CHESAPEAKE & OHIO RAILWAY COMPANY D.B. 169-593, 594 PLAT QIT O GRAPHIC SCALE 15 30 60 ( IN FEET ) 1 inch = 30 ft. 120 N Q M N 4 0\0 O N N CD CD N 0 ti co C� N N 0 W Lu U) JLu Q CD 0 CD N u JOB NO. 202187 SCALE 1"=30' SHEET NO. 3 ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES.• 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXIS77NG PUBLIC RIGHT-OF-WAY, INCLUDING CONNEC77ON TO ANY EXIS77NG ROAD, A PERMIT SHALL BE OBTAINED FROM 774E VIRGINIA DEPARTMENT OF 7RANSPORTA77ON (VDOT). 7741S PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR 774E REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUC77ON METHODS SHALL CONFORM TO CURRENT SPECIFICA7ONS AND STANDARDS OF VDOT UNLESS 0774ERMSE NOTED. J. EROSION AND SILTA77ON CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR 0774ER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2.1 (HORIZONTAL: VER77CAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3.• 1 OR BETTER ARE TO BE ACHIEVED. 5. PAVED, RIP -RAP OR STABILIZA77ON 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 WRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 7. UNLESS OTHERWISE N07ED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS 111. 8. ALL EXCAVAT70N FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). ROAD NOTES. - PA VEMEN 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 GRADA77ON FOR TYPE 1, Il, 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 COMPAC77ON BEFORE SURFACE TREATMENT 1S APPLIED. 7. PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT (PRIME COAT RC-250 ® 0.3 GAL./SQ. YD.). 8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTA77ON SPECIFICATIONS 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 WRGINIA DEPARTMENT OF TRANSPORTA77ON MAY BE LOCATED Wl7HIN THE S7REETS RIGHT OF WAY. COBBLESTONE (JUMBOI EDGING TO BE SEW* IXI ABOVE PAVED SURFACE. SECURE COBBLESTONE WITH 3" MORTAR BASE. _ TRANSITION COBBLES FLUSH WITH , F_ PAVING AT ALL SIDEWALKS AND 1 1 DO NOT MORTAR JOINTS AS INDICATED BY LA IN THE FIELD. I I I UNLESS OTHERWISE NOTED. COBBLES TO BE SET B" IX) I I ABOVE PAVED SURFACE ONLY J L REPLACE EXISTING 8"x6" TEE ALONG ENTRANCE ISLAND AND ALONG PUBLIC ACCESS ROADS. �? WITH NEW 8"x8" TEE. REPLACE MORTAR ALL JOINTS AT THESE LOCATIONS XISTING WATERLINE SECTION OF 8" WATERLINE FOR %0=07,M) / NEW 8"x8" TEE. TIE-IN TO / PaveD SURFACE. j EXISTING 8" WATERLINE AFTER INSPECTIONS NOTES. GRAPHIC SCALE 1. ACCESSIBLE PARKING SPACES, ACCESS AISLES, AND ACCESSIBLE ROUTES SHALL BE s D 2.5 s 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 PR07ECTED BY A BACKWATER VALVE INSTALLED IN THE BUILDING 50 D 25 50 DRAIN, BRANCH OF THE BUILDING DRAIN OR HORIZONTAL BRANCH SERVING SUCH FIXTURES. PLUMBING FIXTURES HAVING FLOOD LEVEL RIMS ABOVE THE ELEVAT70N 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-4 TO MH A-2 SHALL BE TRANSFERRED TO ACSA PRIOR TO THE RELEASE OF ANY WATER METERS. CCTV AND THE MANHOLE INSPECTIONS OF THE PRIVATELY OWNED SEWER MAIN/MANHOLES, BY THE NASSCO CERTIFIED CONTRACTOR, WILL II I_ - - -IEXISTING CONDOMINIUMS) DETERMINE ANY ADDITIONAL EFFORTS NECESSARY PRIOR TO ACSA OWNERSHIP. EXISTING CONDOMINIUMS 1 EXISTING _ �d 1\/9o. /A,�/y, / / SEE DRAWINGS FOR DETAILS. /J PARKIN s Y� O `^ - EXISTING BEND AND BEFORE EXISTING CONDOMINIUMS 6 SPAC EXIST EXISTING8"x 'REDUCER PARKING E _ 2 EXISTING COMPACTED SUBGRADE __-1-"-- ° 3 EXISTING • -i COBBLESTONE EDGING ALONG -+,®- °. PSPACES SPACES NEW PAVEMENT SECTIONS + NO SCALE - ----- --- ----- ------ I �' - 4 WIDE PARKING & i _-PROPOSED 4" D.I. DOMESTIC WATERLINE 48" ACCESS EASEMENT CONNECTION TO 6" D.I. W/L NDB.5619, PG.5974619 6"x4" TEE, (1) 4" G.V., (1) 4"x2" REDUCER MEW8"D.I.WAI I COBBLESTONE EDGING ALONG_ - - - --- -- ---I - �* TO BE INSTALLED IN & 1-1/2" WATER METER RELOCATE EXISTING SIGN ALL NEW PAVEMENTTO MATCH F_ /. PLACE OF THE EXISTING SYCAMOF % JI BEHIND NEW PAVEMENT I STYLE OF EXISTING ROADWAY I 6" WATERLINE -! �i J I I EDGING • 30 'PROPOSED FIRE HYDRANT I I = ,� I 1 J 2 I 30'PRIVATEROW SPRUCE/CED PROPOSED6"x6"TEE NEW 6" D.I. W L & (1) 6" G.V. & (1) 4" G.V. I I AT EXISTING GRADE DRIVE AISLE ' AGNOLIA - / I PROPOSED 4" DI -_� GROUND GROUND 8• G.V. " CLASS \- --- ---------- - 52 D.I. 3.5' �\ WATERDNE 8 x6" MIN. REDUCER 5"2 p Ss 6•x4"TEE \ WATERDNE 6EN6 TEE TEE BEND TEE FOR FOR METER VAULT 6•x6"TEE 6•xb"REDUCER 6"22.5' 8•x6 BEND 4" 45" BEND TEE FOR FIRE 8"x6" HYDRANT REDUCER ASSEMBLY 6"x6" TEE FOR FIRE HYDRANT 4" G.V. ASSEMBLY �a am'mm'm oo an as oo nn em ee e� e� mS 1u w lU+OU ll+UU ll+0U 12+UU 12+0U 1J+UU WATERLINE PROFILE 20' DRAIN DB 1896 P.2, DB 738 P. 3 / I RELOCATED FIRE (1) 6"x4" REDUCER & I FIRE LINE 5 EXISTING • HYDRANT (1) 4" 45° BEND I I VAR. WIDTH PARKIN I AREA OF NEW FULL DEPTH 20'& VARIABLE WIDTH I I PRIVATE UTILITY EASEMENT -- SPACES 6 EXISTING PAVEMENT FOR ON -STREET PARKING VEPCO EASEMENT I D6.56i9), PG.597-629 - PARKING • PROPOSED 8"x6" TEE o ^ 9'x2O' SPACES (TYP.) (D.B.2561-704) I 6" AN_SW CON ION (2) 6" G.V. & 8"x6" REDUCER \ SPACES PROPOSED 2" COPPER � wv 20 PRU CE BENDS° I I TOP=605.76' PROPOSED 2" COPPER PAV. IV: INS _ 6g .o r DOMESTIC WATERLINE 10' WIDE PUBLIC I \ PROPOSED 6"x4" TEE. • - --- - I DOMESTIC WATERLINE =5 \ (1) 4" G.V. & (1) 4' WHITE �A�L S • I zo' UTILITY EASEMENT I BE MAR P OF PROPOSED 10' SWM PROPOSED 4 D.I. DB.5629, PG.57-629 22.5° BEND 2 4 / LANE GJ 36 a FIRELINE P BRICK SIDEWALK MH 5 9• AGILITY ACCESS �; PROPOSED6"x6"TEE 1 / 27 DBL. _ SPRUCE O I W }O 20' WITH EDGING ROADWAY � � (1) 6"x4" REDucER ; ��� � - ��\ MAPLE ED AR '- � � ��. � I y 45° BEND WATERLINE 22.5°_ o --- 3 PRI T AC MH. A' 3 \ (P) BRICK SIDEWALK (1) 4" G.V. & (1) 4" i PROPOSED 6" D.I. „ WITH EDGING 6 _ __ _ -' TOP 2T z_ --- BEND 2 i rP I fir,. - _ -" �� cE 590:�06' ■ ■ 4 EXISTING 1 4 E I OUT 58' PARKING SPACES 7 Q �W�((ti g PNce 9 �- �° 1 - - - ■ - - - -y. z �� m L�, LU a as BEND I tl - --tl -.a= •°- -"- 18 MAGNOLIA u- I' �I 3 x f 3 x E ,m� 'hmvm 20 PROPOSED 1" SM-9.5 OVERLAY EXISTING - PAVEMENT EX. STONE - SUBBASE 10 20 z .0. -.- -.- - ---- 0 � LIMITS OF --------- - - - - f - ---- j IPROPERTY BEND ILA - - DD yJ/yy) ( M z z --- O O ?C ■-■� ° 4� O O rl 1 1 I m l0 5.67- O (A)z7.33' i FDC (PRIVATE) 1 NOTE: PROPOSED STACKED i PARKING SPACES ARE TO BE I 9 26'� ASSIGNED TO THE SAME 80 RESIDENTIAL UNIT (TYP.) Lj II 1 PROPOSED 6" SDR 26 1 PAVILION , GARAGE PARKING PVC SANITARY 1 29 PARKING SPACES (2 SEWER LATERAL FOR I n N ACCESSIBLE, 1 VAN PAVILION V ACCESSIBLE) LENGTH= SLOPE == 2.5.5T 1 AIII %ADS NYLOPLAST YARD INV. AT BLDG=600.0IDRAIN SYSTEM SHALL CONNECT TO ROOF LEADERS 1 AND COLLECT SURFACE RUNOFF 1 aD 13 9' i FROM DRAIN BASIN INLETS ' ~ 49 TYR _ -- - - -- --=------------ o ZED G3 z o6 PROPOSED 12'x25' fi ~ my a LOADING ZONE x € x €y�uuWi,.yi'A'� 1'bn„M''ihrvnM'�'. 40 "'hmrm` aD ( IN FEET ) 1 inch = 20 ft. 2" SM-9.5 SURFACE COURSE COMPACTED SUBGRADE ASPHALT PAVING - MILL/OVERLAY ASPHALT PAVING - LIGHT DUTY NO SCALE PARKING SPACES NO SCALE -tl�tl�10 MENT (TYP.) 2" COPPER DOMESTIC W/L �-a 4s° >4 ____ _ BEN- D____-_ - ■v ■ ■ 4 45' \� \ .0 - mm ie 10 i AREA AREA OF NEW FULL DEPTH AVEMENT FOR ON -STREET SE PARKING \ egSEMetir I EDGE OF PAVEMENT ■ i ■ i • i / (TYP.) EX. SANITARY00 4O 2O DC (PRIVATE) N l0 ■1 no ■ ■ 4O 2O DC (PRIVATE) ♦ � ■ a; SEWER ■ �1 EX. MH TOP=605.80 ■ ■ j1 z6 EX. MH INV.OUT=592.82 6j 9 A (P) BRICK SIDEWALK N WITH EDGING + ■ ■ ' EX.IN=597.52 INV. IN=595.00 (PAV. IV) ■ ■ INV. IN=594.00 (PAV. VI) 9 ■ 9' e DETENTION II PAVILION IV PROPOSED 6" SDR 26 y ■ ■ 2" COPPER PAVILION II PROPOSED 6" SDR 26 ■ ■ BASIN B i PROPOSED ASPHALT DRIVE GARAGE PARKING PVC SANITARY ■ ■ DOMESTIC WATERLINE GARAGE PARKING PVC SANITARY ■ ■ -AISLE FOR UNDERGROUND 29 PARKING SPACES (2 SEWER LATERAL FOR N y N a ■ a N ■ 29 PARKING SPACES (2 SEWER LATERAL FOR PAVILION II ■ ■ PARKING ACCESSIBLE, 1 VAN PAVILION IV y ■ ACCESSIBLE, 1 VAN LENGTH = 25 FEET ■ �! / ACCESSIBLE) LENGTH = 170 FEET 1■ ■■ ■ ■ ACCESSIBLE) INV. AT BLDG=596.0 ■ ■ / SLOPE = 4.0% ■ ■ ■ INV. AT BLDG=600.0 ■ / 9 ■■ ■ ■ i d H o 1 9' ■ ■ • / / TYR 13 O ' i i 0 o0 9' TYP. i • ° / 9' \ ■ ■ in ■ ■ a / ] in , / • . DRY SWALE Aown ..... .. .... ■■■■.■■.... .......■■■■■■■.■■............■.■■■■■■■.■■ o PROPOSED ASPHALT DRIVE ■ '- - / PROPOSED 2 N AISLE FOR UNDER PROPOSED 12'x25' N • GRASS OVERHANG PARKING LOADING ZONE / • / ADS NYLOPLAST YARD-OHE----OHE----OHE----OHE----OHE---OHE--J--OH / ROSSER ASSOCIATES -°HE-- -OHE DRAIN SYSTEM SHALL/ ZONING: CO COMMERCIAL OFFICE CONNECT TO ROOF LEADERS TAX MAP FO PARCEL 25 AND COLLECT SURFACE RUNOFF FROM DRAIN BASIN INLETS \ • X$ / USE: OFFICE \ ; / / BASE COURSE (lM-19) (VARIABLE WIDTH) SUB -BASE - COURSE \� % // ���i�,\/ // / , % \ COMPACTED SUBGRADE ASPHALT PAVING - HEAVY DUTY DRIVE AISLES NO SCALE IX STONE BASE p CONCRETE SIDEWALK NO SCALE LEGEND L1111111J PROPOSED MILL & OVERLAY VAR. WIDTH PRIVATE UTILITY EASEMENT PROPOSED PAVEMENT NOTES: a / 1. ALL WATERLINES, SEWER LINES, AND FIRE LINES FROM THE 4 MAIN TO THE STRUCTURE LOCATED ON PRIVATE PROPERTY ♦# // MUST HAVE A VISUAL INSPECTION PERFORMED BYTHE ♦♦♦ BUILDING DEPARTMENT. ♦ 2. A KNOX BOX WILL BE REQUIRED FOR PAVILIONS II, IV, & VI. LOCATION OF KNOX BOX TO BE COORDINATED WITH THE / SAN. MH. A-1 FIRE MARSHAL'S OFFICE BEFORE INSTALLATION. 3. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. Z 0 u Z" w 0 z z 0 W W w ICOTTTR. MLLINS� H Lic. No. 035791,1- 10/06/21 AJ U) U) Z z z Z I W W � E OU F O Z Z U U 0 0 0 Q Q u u u LID LID u, u, 0 0 0 a a U) Ln Ln O o U) U) - W W W Z Z 0 0 o g g a a a LU 0 a a a a o ." N N M N 7 0\0 O N N CD N 0 CY) ti M C''") N M N 0 W CY) N N W > W U) ul Lu U) JLu iY Of O CD CD N JOB NO. 202187 SCALE 1 11=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 II 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 BASIN GRADING 1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF 7RANSPORTA77ON 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 774E EN77RE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY Wl7H SUITABLE MATERIAL TO THE SA77SFACTION OF 7HE ENGINEER. \ J. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE EN77RE EASEMENT. 07HER TREES AND VEGETA7ON WHICH OBSTRUCT SIGHT DISTANCES AT ROAD IN7ERSECRONS SHALL BE REMOVED. -- __ 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCTION IN THE SUBGRADE. - DRAINAGE I I I I 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP wn74 A MINIMUM COVER OF ONE J - (1) FOOT OR AN APPROVED VDOT PIPE MATERIAL. I / 2. STANDARD UNDERDRAINS (CD-1 OR CD-2 OR UD-4S) TO BE PROVIDED AS INDICATED ON 774E PLANS, OR WHERE / FIELD COND177ONS INDICATE. / \ 3. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENG774 AND HAVE A MINIMUM \ DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE WRGINIA DEPARTMENT OF 7RANSPORTA77ON SPECIFICA77ONS UNLESS OTHERWISE NOTED ON PLANS. / l b \ 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SA77SFAC77ON OF THE ENGINEER. DRAINAGE I o EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. -- -- _ ---' - .. 1 I O�SCOTT7R. CDLLINS� U Lic. No. 035791 I �� 10/06/21 ��' IO��SSIONAL E0GS I z . VDOT STD. DI-3B (L=6') I \ \ h \ \ I DOGHOUSE TO EXISTING 15" HDPE STORM DRAIN.I �� ~ \ ``� ♦� / / I EX. INV OUT= 599.30 I I I I I '�� W ' RIM ELEV. = 602.00 EXISTING DRIVE AISLE / I ♦ ♦ TO BE REPAVED AT l ♦ EXISTING GRADE --- / i ♦� ��� I ADS NYLOPLAST YARD VAR. WI/DTH `♦ `�, - - - ! _-_- DRAIN SYSTEM SHALL / SWM FACILITY & ` SAN. CO. / CONNECT TO ROOF LEADERS / ACCESS EASEMENT AREA OF NEW FULL ♦ -_ AREA OF NEW FULL TOP_ 605.76' AND COLLECT SURFACE RUNOFF D�.56�i PG.597-6ig o i DEPTH PAVEMENT TO - -- ------- m ♦ DEPTH PAVEMENT FOR ` - _ - - _ _ - - - - - - - - -- FROM DRAIN BASIN INLETS / r ACCOMMODATE FIRE ON -STREET PARKING / ;RUCK ACCESS ♦ `a U) U) W W � o 0 a a 0 0 i W W z z z o 0 0 0 0 a a 1n U) U) O O W W j w w w z z � o 0 S > `� `� ♦ ♦ PROPOSED 26' DRIVE AISLE /� w N N N N cli 0.06 0.16 0.30 �\ 11 0.37 m -__� --------- \ %MAX. V t--------33 ■ - I - ---- - - � -. I -- -- _-� �' ■ v -- -- -- - - ___� �� AREA OF NEW FULL I. ---- - - -}--- -- -- ---- ♦ --" '� --- �---' I - - i - - - - 11 ;7 -__, • �• ER EPTH PAVEMENT FOR -- PROPOSED WALL -�--� ---------------------� ♦ � ■ - _ - - - _ 'y ,-_ • i f qs T NG ON -STREET PARKING / I I 1 _- 1 � Y Y'"" �I"''YYY f=r" I •■ ��� Y � � �7t n - � l .. y YY _ ■■ ■ _ / TREE PROTECTION, I i � � i � r i � .' ji ,� I I + ♦ Tw sz-� / FENCING TYP. ' i 1 ■■ ■ I ( I ' I', BLDG TO - u ■ BLDG TO BLDG TO ■' - v 59°.5° BLDG TO I BLDG TO i� 64 = 0.13 AC ■■ ■ �' ■ B5 = 0.06 AC f 69 = 0.07 AC W- 1 Al = 0.06 AC A9 = 0.07 AC i ■ - \ ` _FN zi � I � ■ Fz 1 ' I i, I ■ I ■ ■ �' ■ ■ ; , / i ■ DETENTION" \ ■ � I I ■ ■-----'--------� PEA-� ---- - / e / I PA�iILION ■ • VJ PROPOSED SEGMENTED i,BASIN B dl \ \ PAVILION IV ■ ■,, I' i r i ' - - -PARKING BEVEL FFE=607.67 - - - - - - - - - - - - - - - - - - - _pAR1K4NfrL4V. L- FE-6e7,e� - - - - - - ■ ■ PARICaAI RETAINING WALL W I i ----�- T------- ---- 6W i BLDG TO ■ - - HANDRAIL, MAX HT. 6' y i s i ----- � - ■. T/N 596. \V 1 A I I / ■ _ _ _ II ■ I / I i/ ' A3 = 0.07 AC of ■ _ TW=596 BW=590 ■ i 6 0 14 AC ''' an i BLDG TO BLDG TO " 1/ : iV/ \ BLDG TO BLDG TO i /°° _ i ■• ■ 66 = 0.07 AC B8 = 0.07 AC ■ iT / ' A I ■■ ■ _ _ _ ■ / ADS NYLOPLAST YARD! ' A4 = 0.07 AC ' 6°66W.50.67 ■ ■ ■ _ , ■ 1 ,' /i� ,% DRAIN SYSTEM SHALLi ' ' ■ ■ - ■ • CONNECT TO ROOF LEADERS i i i i�A 95° / AND COLLECT SURFACE RUNOFFi i ■ii �� ii • i / / DRAIN BASIN INLETS '■ ■ ■ ,I ■ • i; I FROM IN \ ' f O / \ I\ ■ _ - ■ ■ ■ WAL 67------------ � MEN E7 NEON ------ --- 7�------------- -----^ ■ 9°` �' / \I 3................................................................ .. S ' DRY SWALE A , i - �i u■��■■■■■■i■u■■ii■■■■:■u■■■■■si■■u■■u'�iu■■�i■■u■r■■■■■�G■u■■ L- 4, ------------ u ` ,r 596.00� / - -�----_-- �---- �-�-- - - - 67 � BASIN �W 596.0° W 9°s6 € .1N 4,"hm„M 4c .iTu"uW, ,aw„w'hmrm.1N w,,rynntt` ■ ♦ / l /l� l E ROSSER,'�ASSOCIATE�s CHE--- ME ME - - - 7. - OHq� _ _ _ PROPOS-SEGMENTED •, - %/ - oeE- "♦sue i OHE --------- ZONING: CO COMMERCl/kL OFFICE ,� ,' - - _ _ _ _ - - __ NGwALLw/���' ,': RETANI ' HANDRAIL, MAX HT. 8' • TAX MAP 60 PARCEL 25 " /---------- -- - , ' • ------ - - TW=596,BW=590.. _ $/g / VAR. WIDTH USE: OFFICE ADS NYLOPLASTYARD - SWM FACILITY & DRAIN SYSTEM SHALL / 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 10.00 5.01% 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 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 I 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 1 12" ADS GRATE INLET A14-A10 6 9.00 4.43% 604.75 604.35 HOPE ACCESS EASEMENT CONNECT TO ROOF LEADERS DB.56i9, G.597-629 AND COLLECT SURFACE RUNOFF FROM DRAIN BASIN INLETS ROOF DRAIN AND YARD INLET DESCRIPTIONS STIR. NO. PIPE INFORMATION PIPE INLET INFORMATION COMMENTS (in.) LENGTH (ft.) SLOPE (%) INVERT IN INVERT OUT MATERIAL INLET TYPE RIM RIM 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" CLEANOUi 35-136 10 69.00 1.00% 601.02 600.33 HOPE B6 CLEANOUT 602.60 6" CLEANOUT 36-137 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 CLEANOUT 598.00 6" CLEANOUT 138-138A 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% 1 592.58 592.19 HOPE Bll CLEANOUT 595.20 6" CLEANOUT Bll-1312 12 4.00 17.28% 592.19 591.50 HOPE B12 CLEANOUT 593.50 6" CLEANOUT B12-1313 12 16.00 34.38% 591.50 586.00 HOPE 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 601.90 12" RISER W/ DOME TOP SWALE-137 10 69.00 4.64% 599.90 596.70 HOPE B14 INLET 605.00 12" ADS GRATE INLET 1314-64 6 24.00 0.98% 603.50 603.27 1 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 B16-1317 6 27.00 1.01% 600.00 599.73 HOPE B17 CLEANOUT 602.00 6" CLEANOUT 1317-1319 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 BASIN- OUT 86.84 0.92% 584.80 584.00 HOPE TREE PROTECTION v - - - ♦♦♦ / FENCING (TYP.) 1 ♦♦ ♦ / r / se VAR. WIDTH SWM FACILITY & a° �� s° ��♦� Ln ACCESS EASEMENT ♦♦ g lseo.00 / r.561g, PG.597-619 NOTE: ALL ROOF DRAINAGSSHALL DISCHARGE \ -_____ ♦� / IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. g' / / POLS'' / --- -----t GRAPHIC SCALE 20 0 10 20 40 ( IN FEET) 1 inch = 20 ft N N O N m m n rn 0 CA ti M z N M CW � G O 0 W z N w N W > a w z ZJ a U) z w g L90 F- Lu ♦ /1 a V� Q z oc z W Y 5Q o16 ul(n Lu w J Z < J w J a = O O O N H ti JOB NO. 202187 SCALE 1 11=20' SHEET NO. 5 Conservation Plan Notes: 1992 3.38 WI IH PAIN I UK KIHHON Al A HEIGH I GLEAKLY VINHLE IU 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. Cowfy°IAlbenare`l' Cmamrsab.n Plan Cbec4Rat -1. be p,arnd on ,.aMa°npe Nat. NO TES. - •' l (Handbook, pp 1113Ed-111-29] for camp,et< aped8cafions) LANDSCAPING PLANT SCHEDULE 1. IN, foEm,In"In.,hiliN,shoananth, Nm Ll Tr°mt°bs,stod; 1. ALL TREES TO BE PLANTED SHALL MEET THE SPECIFICATIONS OF THE AMERICAN ASSOCIATION OF NURSERYMEN. THE PLAN77NG OF TREES SHALL SCOTT R. LINS'Z ® Liam^f°I®nge^Wei ^ P,+^e^f^�t^b= a �' BE DONE IN ACCORDANCE WITH EITHER THE STANDARDIZED LANDSCAPE SYM BOTANICAL COMMON NAME SIZE CANOPY (sFJ QUANTITY COVERAGE (sf) O L� L1C. No. 035791,E ® Lameo aMryp ofprore vafnang 0 oa°^hmge,r�w SPECIFICATIONS JOINTLY ADOPTED BY THE VIRGINIA NURSERYMENS ngti°°ne,,,^,aa,,, o Pmpasedkencli ortmmdiag> ymdurelimUofdem . ASSOCIATION, THE VIRGINIA SOCIETY OF LANDSCAPE DESIGNERS AND THE TREES A� 10/06/21 I, ,„� VIRGINIA CHAPTER OF THE AMER/CAN SOCIETY OF LANDSCAPE ARCHITECTS, QP QUERCUSPALUSTRIS PIN OAK 3"cal. 471 10 4,710 �ssIONAL o h awb<aa tlnd ,° Lp bbanatab<g =dy a=lo=9dmamo OR THE ROAD AND BRIDGE SPECIFICATIONS OF THE VIRGINIA DEPARTMENT E��S ° ,:°gaaingal' bl' nmrtdme°e°mmHghwb imper"dmdappra"edbyaCmnty .p W OF TRANSPORTA77ON. BIN BETULA NIGRA RIVER BIRCH 3 cal. 535 2 1,070 1. Pref'nmtrucdonCosiferelee: 2. ALL S17F PLAN77NGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, ASL ACERSACCHARUMTEGACY' LEGACY SUGARMAPLE 3"cal. 195 1 195 n `reepae".nti mdPm� m`m"°a`"a' e ° `e `" U° °"°" °"°"° AND BE MAINTAINED AT, MATURE HEIGHT- THE TOPPING OF TREES IS d. Elaiam<ntOa<mfienandSferaee: PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY AR ACERRUBRUM RED MAPLE 3"cal. 452 6 2,712 a Hmryanipmmt,c=Mml au< d,tomE<af<oo mdanmamdaiaama g of baumtb p m .d ;tl d<tldp�®aftrm TO SUPPORT THE OVERALL HEALTH OF THE PLANT UNDERSTORY TREES to 1,°.dual. J. THE LANDSCAPING PLANTS AND TREES ADJACENT TO THE SIGHT DISTANCE * SonEr°amnandStorenalerDaaenianDeekm, o sa d ;re and,noladx dyo d�atobee°. TRIANGLE WILL NEED TO BE MAINTAINED IN THE AREA BETWEEN 2' AND 7' CF CORNUS FLORIDA'APPALANCHIAN SPRING' APPALANCHIAN SPRING DOGWOOD 3"ca1. 124 9 1,116 ABOVE GROUND AS CLEAR ZONE TO PRESERVE SIGHT LINES AND PY PRUNUS YEDOENSIS IYOSHINO CHERRY G-T ht. 99 4 396 * Fkn: fl Fire=memtpm"ineawitl 100feetofNednp,i"eofl wn saved. ACCOMMODA7E PEDESTRIANS. EVERGREEN TREES z ]. I°xk Materlalr: EI T^xmmaledalasndlmtbeawre Waloof« ortn°m;p,i�oftra<aab°aavW MG w g U) U) MAGNOLIA IS RANDIFLORA 'LITTLE GEM' LITTLE GEM MAGNOLIA 6'-8' HT 1 82 1 15 1 1230 "°° LANDSCAPING CALCULA TIONS. IV JUNIPERUS VIRGINIANA'EMERALD SENTINEL' 'EMERALD SENTINEL' EASTERN RED CEDAR 8'-l0' HT 27 26 702 z z z Treatebetetdnedw;tldv d0 feet of apropoaedbailding orgadivg acliviry aEell be protectzd by fm<v,g. W W W E3 Fmcingahall mplacemd=ballbeiwpm Mmdapprwv bya Comty]W dorpnortagadingormtue m. SHRUBS TOTAL PROJECT AREA 2: 28 AC 99 317 SF ¢ 0 0 9. Treewdk: W ,dmsmmal<.dmml dadwiu m<dplimnrareme,a« a a ,,, ub=pmriab d°=an,wana=m, CANOPY REQUIRED 20i: 19,865 SF IM I LEX x'MARY NELL' MARY NELL HOLLY 24"ht. min 97 5 485 g U) z U) z U)® z o 0 ,nboatt<dfor appra^a,. PROPOSED NEW TREE CANOPY 40,351 SF z W W W ¢ ¢ l9. Tre<WaIIr: EXIS77NG TREE CANOPY TO REMAIN 0 SF IV ITEA VIRGINIA'HENRY'S GARNET' HENRY'S GARNET SWEETSPIRE 24" ht. min 64 56 3,584 O w g g g m m o TOTAL ON -SITE TREE CANOPY. 40,351SF IG ILEXGLABRA'NIGRA' NIGRA INKERRY HOLLY 24" ht. 188 42 7,896 �A 0 0 0 < < mb,dtted for approvd. V l 11. Ttendsin,r and Tunneling: IL ILEX VERTICILLATA'RED SPRITE' RED SPRITE WINTERBERRY 24" ht. min 88 48 4,224 U) 0O w w IDWien lrendwg is required w;thin the limits oftleedng, it shill he done as far away from the mobs of rapes a p°aaible. Tattooling W undo'°Iwga I- shall be mnsidred a-dtemnti-whin it is anaiP,1.d dint necaamy hmclnng-11 deseery faders HI HAMAMELIS x INTERMEDIA ARNOLD'S PROMISE WITCH HAZEL 24" ht. min 113 40 4,520 0 > j � o 0 II. F� HQ HYDRANGEA QUERCIFOLIA 'SNOWQUEEN' OAKLEAF HYDRANGEA 24" ht. min 97 21 2,037 O z0 w O O O ¢ ¢ ® Pror°mr,<e=a<inR and, na tn<lntia<ma r<ma.<a anri the sad damp. O U) U) U) O O Id. Damalee Ttnr: VC VIBURNUM X BURKWOODII BURKWOOD VIBURNUM 24" ht. min 22 37 814 4, ®llarnagedtrees shall be[rntetlivwediatdy by proving$rfilimi°n oro0ermerhotls rxonvnmdW byatreespve;aisL J'D ILEX VERTICLILATA 'JIM DANDY' JIM DANDY WINTERBERRY 24" ht. min 76 3 228 �H/� V1 L w 0 w 0 w o z 15 z 15 NOTE: IT IS THE DEVELOPER'S RESPONSIBILIW TO CONFERWITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. CS CORNUSSERICEA RED TWIG DOGWOOD 24" ht. min 72 22 1,584 H ¢ ¢ 0 ¢ d 0 d 0 4(aaaa, f-,��,t 5/za/zl FG FOTHERIGILLA GARDENII DWARF FOTHERGILLA 24" ht. min 51 58 2,958 / D Q Q ownExlsl nAruRE (DATE) TOTAL CANOPY 40,461 W Q d d F- CONTRACT PURCNASERSIGNATURE (DATE) z 10. TREE PROTECTIVE MEASURES SHALL BE THE LAST OF THE sn nil paoea an TEMPORARY EROSION CONTROL PLAN MEASURES REMOVED DURING THE FINAL CLEAN-UP. Source: Va.DSWC Plate3.38-2 30 • I I 20' SEWER SMT. I / \ 2 I 30' PRIVATE ROW SPRUCE/CED DB 1896 P.2 7(plat) L N W A I DB 738 P. 3 3(plot) o CNI I __ ___ _ I ¢ DCNI Oi N 7 W O 00 I N N CDN 20'& VARIABLE WIDTH I I / '-' fe U) 1`1 °' 20' WATERLINE Cj VEPCO EASEMENT ss° F B G I EASEMENT a (D.B.2561-704) MIN. S ES VA EIS; (D.B. 3059-532) + 20 SPRUCE f--�-- - ----T02_60_5.76'SAN. CO���f �� a • - - WHITE GABLES LANE \ • \ \ I 24 i 30' PRIVATE ROW - - - - - - - - - - - - ' 1 " I \ \ " D U L. / - + 12+fig - '� I 36 1 AR \ I ` 27 �- y1,DQ - - _ _ - _ NC AR CF ft / I � SPRUCE \ I I APEE CED h - - o _ _ - _ _ , - T 5927' L9 V_ A MH. A-3 ♦' M TOUT 589 ICE g I 59.27' Z_) • A / _ - - -- ,1+ Q -- -Try g o ��` N M - z i " \ Lu IA ---- ___-- -� T QP \ I \ I Ma -MOMO M -MO Marta-M(1 --- __ // -- - - \ �� -- - - , Sf AGCE s - -, _ - - - - - - --- --- ----- --- - -1 = - eAse o� EASE ENT; Ty . I�O O 5 - - - - G -- 4IG ��' 7 IG- O - .may _ F N O O P 1 y • O� �C, i ���� 6 O I �� /� / I B W X I 9IV 1 11 ^- N IM 6 HI 1 JD H G 2 C 5 F HQ l JD 1 IV 5 HI 1 IM 111 1 7� F P Q - 1 JD . I I 2vc I I } 11 �sHI � 7 � �� ' , i W > a F Ld z I # I I 1 12 cA 1 \ \ 1 �� 5I _ 3CS l a. I 1 - �v v k I /i W \ \ ` PAVILION b DETENTION BION HLu V PAVILION IV I 1 PAVILION II / Z PARKING LEVEL FFE=6o7.67 '1 �' PARKING LEVEL FFE=6o7.ob I 1 PARKINGLt VEL FFE 6o3.33 �i11/i / 1� I / \ / �f -7�� • 5 HI 'I 1 / ,I'�r 1 \� l(iii ii 1 oo� r 11 1 1 I 1. l / ' 3 CS (� / 11 �� ; "� 3 H / / / Z ' l 0 • \\ �� II vv 1 ®v� �� I //� / � '' �1� - � 00��� '' • � � �// / 11# I I II"� / � � 1 � d \ Q I \ 3 IM 1 CIF 1 � � Y Q U \ I 12 IL 11 I 11 13 F 8 I / ' ' \ 1 CF \� 1 G 1 F 3 S I /f /# 5 IL W CC (n \ 6 VC 1 IV 7 FG VC 4 VC 7 FG IL 3 IL \11 1 VC 4 G $- ( / G 0 \\ J JLEI U) «# 8 HQ44� ul Lu Z 1 I / / __ LB n - -- _ -_ -- - - W DD4„ "» .,�`""'w, � - -��_ _ � -_ _ LL-i III � - &�11F� - 8- _ _ - - � RY ALE A `' _ � � � w - -- - - �{ �tss�- 4 IL V J "nun € 9 w4€ €gym m 1 CF _ TREE PROTECTION oo° - - - - - v ✓ - 8 HI da -' '� - - OHE -- 0HE - - �Hf` -- - OHS -' OHE '-i lk w FENCE / / 1 AR I ANrc 1 ' N" QP 26 JV _ 15 MG , ROSSER /ASSOCIATE/S / - Qp �� r - - ZONING. CO GOMMERCI L OFFICE _ 7,rC / uJ 5',r 1 QP / / ' ' ,- - , I I ' - - - ' / i ' oo / i Q TREES UP TO 4" CAL, SHALL BE STAKED TAX MAP 60 PARCEL 25 ' / / / - - / ' / �- - - /O / 1,-BN / k WTH 2-2%2" HARDWOOD STAKES. J TREES OF 4" CAL. OR LARGER SHALL BE I I 1 USE. OFFICE GUYED WITH 3 EQUALLY SPACED, TWISTED �� � �! \ � / \ DOUBLE STRAND g12 GAUGE WIRE L�V / �'S HI AND TURNBUCKLES. LOOP HOSE AROUND / WITH RUBBER HOSE &TURNBUCKLES / / / TRUNK. FLAG WIRES WITH COURVEY TAPE. b x 2"1,2" HARDWOOD STAKE YAGN�tc \ - i A %/ O 1/ REFER TO SPECIFICATIONS FOR t FURTHER INFORMATION CUT &REMOVE BURLAP FROM TOP 1/3 OF BALL AS SHOWN \ ` - / / / � � + ' \ a �\�I �♦� _�� 11l \ � O / MULCH SAUCER k W T GUYWIRES WITH RUBBER HOSE AND SCARIFY SUBSOIL TO 4" MIN. DEPTH '�`♦q1; TURNBUCKLES 2/3 UP TREE / FINISHED GRADE _ _ / / : / `ICS -/ 2"x2" HARDWOOD STAKES, ALIGN I TREES UP TO 4" CAL. SHALL BE STAKED. / / ~ TREES 4" CAL. OR LARGER SHALL BE W TOP OF STAKES / / GUYED W1TH 3 EQUALLY SPACED / � k p IL TWISTED #12 GAUGE WIRE NTH HOSE MULCH SAUCER 1 3 F TR AND TURNBUCKLES LOOP HOSE AROUND TRUNK ABOVE BRANCHES _ _ / / lP - SAN' MH. A-1 JOB NO. /A/� //JI / / „ AMENDED SOIL MIX - I11 II AS SHOWN, FLAG REFER WITH GRAPHIC SCALE J / / z�2Y g7 I\ �I�1\� III COURVEY TAPE. REFER TO SPECS] r III FOR ADDITIONAL INFORMATION. [[ III - LI AMENDED SOIL MIX 20 0 10 20 40 80 III T- T =r�I II- / SCALE _Ill- --_ ' / CUT AND REMOVE BURLAP FROM TOP COMPACTED SUBGRADE - / / l / ii II_'7 f III 1/3 OF BALL AS SHOWN - - 1 -LO SCARIFY SUBSOIL TO 4" MIN. DEPTH ( IN FEET ) ' / / ulllllllll-ll II -II Tree Planting and Staking Detail ' COMPACTED SUBGRADE 1 inch = 20 ft. / / �� SHEET NO. d11-11I: Not To Scale Evergreen Tree Planting Detail®� _ _ - - - / 6 Not To Scale 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". LFI FI r-�i L y MAGNOLIA 36" �- SPRUCE 18" MAGNOLIA 1 \ NEW STREET I LIGHT l` HEIGHT TO MATCH EXISTING STREET '`a. LIGHTS 4 `a.5 � 0. 5 FO4 0,10 2 0,9\ 1 14" S UCE 0. �� 1.0 o. 21 1,2 0 0.4 0,21 0 0 0.0 1\/I x PAVILION 0.0 PARKING LEVEL FFE=607.67 0.01 0.0 0,0 i0.0 0.0 0.0 0.0 0,0 0.0 0,0 0,0 GRA HIC SCALE 10 0 5 10 20 40 ( IN FEET ) 1 nch = 10 ft. 0,0 0,0 ©0 0 f E 0.4 0l7 I 0,5 0,2 0,0 2,1 2.3 2.7 3.0 3.5 3.5 3,0 0,0 0,0 I U 0 0 1 0,0 C 21 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 EED ONE HALF OOTCANDL .F� 30" * (- RUCE/CED j 24" 27" DBL. MAPLEI- CEDARI 9 -r O,�� 2,IC m PAVILION III 0 48" 0.5 0.4 0,2 20" SPRUCE 0,7 19 .9 3,11, NEW STREET LIGHT 6 1,9 2,1 PAVILION IV PARKING LEVEL FFE=607.00 ROSSER ASSOCIATES ZONING: CO COMMERCIAL OFFICE TAX MAP 60 PARCEL 25 USE: OFFICE 0.2 0.9 EX. STREET / LIGHT 1.7 0.9 43.8 1.4 0.5 0,5 0,5 1.0 EASEMENT 9 PAVILION II PARKING LEVEL FFE=6c " 0,0 0,0 0.0 0. Alt 0/:�� SCOTT R. LLINS'Z Lic. No. 035791 a p 8/15/21 ��j z z Lu zz z z Lu w z 3 U d w w w Q Lu Ln o 0 o m Z u o Lu 6 w z z z O p > z p u p a p 0 U U U w Q z H o00 a a a o m F a Lu ce z N N 7 00 m 20' DRAIN DB 7896 P.23 OB 73- P. 3 0 rn cy) ------------------/ z 0') F--- c'! 0.0 0,0 - z 0.5 CY) Lu 0.4 0, 4 0' S EX. ST ET LIGHT 10 0. 0.2 0,0 N C) 0.9 rn z 0,8 0,7 " W N Lu ,2 1,7 2W .1 1.0 0.5 / 0,2 Q � w z 9 5 0.0 z -i Q U Lu I 2.1 1,9 2,6 0.9 0. 10 O V 1 1--I z I • Q V) Q 5TRE�T I 0. 0 A 0.2 0, 0 U cy a W O Y Q H Lu J ulc/) w Lu co Lu Q cf) U Jw L J Q = o 0 N J 0,0E- w m JOB NO. 202187 SCALE 1"=20' SHEET N0. 7 6-314 Lanterns GTE LSTERN13EgIi Lanterns 6-31' FCW series Exterior die cast architectural wall mount I ArehNadterel 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 t5W Par 30 TEAM Porto or 38 M.1� I While EC E-coat 347VL 90W Par 38 IOOMH Par 30 CC Custom F Fuse (caneda) 750W Par 38 Color S Spike SOT Stopdown tropical n LED - LemaED wa-m Mae runs, OIf / 277V to 120V jai wash dbfifirrzl 12 wens) W/ IASV L_O0V61C-• 12.3 was diodes ( total 30waas) 4 Incandescent will need remote shepdown transformer. ANda aveir able in LED Product Information Usting:U.L. listed for interior and exterior Wet locations. Housing, Lana frame & Glare shield: Marine gentle corrosion resident heavy walled high pressure die-cast j aluminum construction. Gasket Neoprene continuum dosed oell'O' ring gasket to 5-12' seal out contaminants. Fasteners: Captive arm recessed stainless steel, tamper + resistant hex socket screws. Diffuser: Lens is 1/8" thick, tempered Gear, heat resistant, standard. _ st box wN Socket: INC: Medium base porcelain socket. Nickel Dieted aid du ed metal halide shell Spring loaded con : M m all tact. HID etl u baseIse rated porcelain socket Nickel dated shell, spring loaded m .meet. Incandescent and HID socket wire Is Is double silicone locket wire with a 2000C rating. Ballast: Single voltage (120 or 277) core and roll, high thermally Omer factor thermal Protected ballast, standard. Die -cal 1 ballast box indutletl with metal halide ballast. LED: 1 wag r 3 was Lens,o warm white diodes 12" Spike Available with l am argil p beam angle lens, projected dlrough the the t a the light output and performance. Integral maximize inns to rand driver inverter and driver.Coed with a variable Input voltage from 120V to 277V. Consult tackrry for color changing or i rT7 multi -color combinations. Finish: Five doge preparation process Neat includes dlromdn Die -Cad ballast box aonverucn and TGIC super polyester pONderKod as Standard. Included with meld 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 dzee. ceriR leArebnEll F0.Y11MmenO PonglbngW[e tlNelle °r [pe[,fi[elbne env YNM he 42068 - Specifications - GE Commercial Lighting Products 0 WORLDWIDE PARTNER F_ SrrE SEARCH fc Corc_L;mcr & I:idustriGl Page I oft HOME •PRODUCTS EDUCATION I RE. -SOURCES LIGITHINI APPLICATIONS Where fo, Buy I FAOs I Centeel Us I EloeNei 42068 — CMH39UPAR20FL25 GE COnstMComl PulseArIX^i CMHO Ceramic Metal Halide PAR20 GENERAL CHARACTERISTICS 1 Lamp type High Ind. try 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 thermal protection, UV coniml PHOTOMETRIC CHARACTERISTICS Initial Lumens 21 DO Nominal Initial Lumens 53 per Watt Beam Spread 25 ° Center Beam 7500 Candlepower (CHOP) Color Temperature 3000K Color Rendering lrmex 86 (CRI) ELECTRICAL CHARACTERISTICS Burn Position Universal bunting position Open Circuit Voltage 280 V (peak lead ballast (MIN) Open Clrcell Voltage 198 V (RNS lag ballast (MIN) Warm Up Time l0 90% 2/3 min (MAX) Hat Reslsd Time to 90 % 10 min (MIN) Hot Restart Time to 90 % 15 min (MAX) DIMENSIONS Idaxlm an Overall 3.5000 in (88,9 mm) Length (MOL) Bulb Ba_se.___. _ I View larger ADDITIONAL RESOURCES Catalogs Testimonials Brochures Product Brochures • CaraHne vi sal lialil • Color is I-IID Lamps, Applicafion/Segment BroohLlrea • Contrzdar I,Ightfn5 • Restaurant I ughrng Sell Sheets • GE Coy%mniColoWCMHplAmps ES/Photometric Download MSDS (Material Safety Data Shaetsl Disposal Policies & Reeycling Information http://genet.gelighting. mm/LightPmducts/Dispatcher?REQUEST=COMMERCIALSPECP... 8/l /2006 NIGHTSKY» ad¢1 bmiivm us GENERAL ouro« R k cPowusse, The MS805 Main Street series is a modern replica of a avalMeH styled octagonal fixture, available with (A) or Wnn orpopularly ewhWl without (B) decorative spikes. It shall be appointed with a^'tei a cast aluminum 642"decorative spiked finial. ab"0°ee Rpd or Sold Top FITTER TWai The fitter shall be heavy Wall cast aluminum, 319 alloy Ides. 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 a°`° ordered with a Sternberg pole, the fitter shall be set screw- Cap. ad to the pole top or tmm. BALLAST HOUSING Pnamrar (O... The ballast housing shall be heavy wall cast aluminum, 319 alloy for high tensile slrmgth 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 l/2" 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 retractor will be scoured to cast holder with a quarter -tom 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 MSaou 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 (Conrinued an back page) t STERNBEll Lanterns Specifications 6-316 POST&ARM FIXTURES CENTER ARM MOUNTED FMTURE POST 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/ lea H15130 / g031kHC / Fri / CA /E Q WALL FIXTURES LIGHT SOURCE OPTICS OPTWNa LENS FINISHPIER BALLAST a. sna6 Uses .Rlrombmelton If IV FI%LIFITTERI Wgt16RgCKET WATTBITYPEIVOLTB b° .s ea wallfi[lu'e MSK5A1314AON'B / 1DUBFSDp.. / �/ PHCI / �/� MMBSA/.1/430PB-: a " FURURE)M"ERIPIEREASE FIXTURES POSTARMS WALL BALLASTS LAMPS' FINISHES • MS805A • 478PM BRACKET 35HPS' HPS351MED STANDARD • M58065 • 478TS ARMS 50HPW HP8501MED BK BIG . • MS805AOa • 48OPM 478WB 70HPS HPS70/MED *erde Green • MS805BOe • 48ODPM 478TSWB 1ODHPS HPS100IMED PG Park Green • SSLPM 48OWS 15DHPS • HPSIWIMED • Al3ZAmh Mad FITTERS 6236PM 460DW6 200HPS' • HPS2501MOG1ED18 Bronze • /3 • 579PT 55LWO . 2501HPS' • MH50/MED • SI Swedish Iran • SEA • 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 25011 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-SD CSA INCAND 4 �3!'M ' CA OL55" OPTIONS • 1UW • Lots, OL85" PECi Photocell -Bimetal 120 VON PEC2 Photooel-Bime181208-277 Volt (120-277) • R02H-S' PA • R03H-Ss PEC1-E Photocell -Electronic 12D Volt • ROSH-Se PEC2-E Photocell-Elecaonio208-277 Volt • FHC° 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 believe up to 175 wads, rol basovda Sere awdwd • BF Sell Finial or Font(TA,TASCR) a5OHP5daIdbleas120or277 wiM ballasts 20D warts and over Wroury vapor bet ad ,LAMPS Select from list votonly Ous.respedeladN. kcaon lampaareavaaaole. DIED base only when usedto ' Medium base lamp only, EOW, Muse lamp rRE3G, RE5G or FHC optics only. 175 wattmac. 'SNndaldodear. for Cooked HID 'CIE000l3Models'. Madiambassfor HPsphHIEDrony). •7pea POend EOLens.d RodlimHedm "Conaualarkry lamps add G ArpVCIMEDt Ormogulbaaefor HPS(EUISony). Ormoqulbesebr MH 476wanmee.1fiehyweHcposelees r .,aWbn Mediemluess pokeaelaead fieni Only). REeGIREEGarlO Rod OPios all UTERNBElkG 555 Lawrence Ave. Roselle, IL 60172.847.588-3400 • Fax 847-588-3440 LIGHTING Wwd. sternberglighting.com Email: info@stemberglighting.com t ,STERNBEPG FIXTURES I OPTICAL SYSTEMS few lare'w loco Alzak Disc RON R2 3art�s \ uo° L0.7•S ae GOa'N as' q LOG -8 Louver OPOw CI LOS MS606A Mssoul M9606A0 M5805BO Eli Has FHC Froded 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; •RLyI��- — u /3 BD14 BDIS 16 17 Fits 3" poles Fits 4'poles Fits 5'poles Fits B"poles Fits 7"poles .nations and or tenons or tenons or tenons or tenons anus below ARMS - POST MOUNT (PM),or WALL BRACKETS (WB) See Arms Section for more irrfo'mstion —l0• —11, I I i z1a: 17, O� ,9 m OP (4Ma oow80wxrt Arm) 7 47srs TASCR 'fWe7e t—fez:—T I�IB4r�Y. �[—WV� —) „JI,. IfIt1'fII— ,alit pe IU�IIIIIIII a �, ill VIERIaA3l tADDNi' 6236 478 TA 551. 460PO 6-31i 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 on 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 thelmo 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 men -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 decomtive filigree have meticulously detailed scroll work and gracefully curved brackets. All MS805 fixtures will have its fitter welded or mechanical) attached to the arm at the facto to ensure arms will be Y factory 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 decomtive 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 chemicals cleaned and etched in a 5-sta a washing Sys- tem Y Y 8 8 Y tam which includes alkaline cleaning, rinsing, phosphoric etching, reverse osmosis wafer 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 Five-year limited warrmty. See product and finish warranty guide for details.%t 4 O TERNBEPtG 555 Law ence Ave. Roselle IL B0172 • 847. 8 -3400 • Fax 847-586-3440 5 8 www. stemberglighting.mm Email'. info�sternberglighting.com a-os LIGHTING Hello, Guest f� Register/Login BcsG'" ©© tali 1-800- ` BULBTRONICS GROUP 588-2852 Monday-Fi day Sam - 5pm, Get in Ear Shop by Category v I by Product Seamh by keywords, Manufeetumr, Search Cart Home>Seamh-ThaWam Wwc>PremaetDeGtl PHILIPS MHC50N/MP/3K ELITE Order Code: ODS8934 I Part#:423681 $54.51 each Qty: 12 +Add to Cart I specs 1 TECHNICAL DETAILS Product Typo: LAMP BULB Technology: HID/HIGH INTENSITY DISCHARGE Type: METALHALIDE ELECTRICAL PROPERTIES watts: sow PHYSICAL CHARACTERMTICS Finish: CLEAR Shape: ED17 son; E26,E27/MEDIUM Ends: SINGLE ENDED SCREW Oeamll Length (remain 5A38' DlomeW(mnn: 2.125' BumingPosition: UNNERSAI Leave Omessage LIGHT OUTPUT MEASUREMENT Initial Lumens: 4800L Mean Lumen: 3840L COLOR CHARACTERISTICS Color: WARM WHITE OCTemp/KBIWn: 3000K CRI : 90CRI LIFE IHa: 16000H POWER CHARACTERISTICS ANSI BaINW Type: M148/M710/0 PART NUMBERS a ORDERING INFORMATION BIT Part#: PHMHC50UMPSKEL Br 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 used, ADA complaint, easy 0 — toimBllfdurethat has anannual resistant Ions and nice options for meet hedesign U Lie. No. 035791.'a requirements of your another round face can be ceiling, wall or surface mounted. ® O� 8/ 15/21 44 �S'S'InArPT E�Ol H I lZillollifu dimensions 10.4A x4.1"Deep weight 41os (lousing Marine grade,conasbn resistant, heavy gauge NJl pressure die-cast Mminum; CapVYe stainless steel Harper reNslaM hex head sacketscrews lens ImportresetaM, UV stabilized, white polycarbonate diflume mounting MounRdirecay to "dam junction box', masonry applicasom usefmr(4)0.25"x0.75" screws with lead anchor: gasterers not included, I -box by others) ingress protection IP65 Rated. SuMblefo intdamp entry losatbn application,withexNd siliwne Waettualoulcmdaminmbe finish 8k stage dxmiral amptxsphateconvemionpre-twhned. PNwdEaxyCdreadfnddk l8pm Min., 5000hrseltspreytest to Bi T7)wmpliM wb Flodd /l A2ro4specification. color to peratum 27WK MMK MOOK 4000K town output LED 1. i 11001m 16001m 121mhn lifefime > 70,000 boos I L70 a better color consistency 3SDCM/dadard85CRlI phom1:90CRI operating temperature -13°Ffo1M°Fh25°Ct14fi junction temperature 73°C0P 25°C warranty 5-year limited wmmnly(refer to websaefor&Wls) input voltage UnMasal 120277VAC I Optional: 347VAC tintegnq power supply Integral Gass 11, elswnic high -poweriector>94%0120V cendications ETUCER Listed, CEC title 24 JAB complantfour 90 Wl complies) standards UL 1598/ CSA C22.2 No. 250.0-Clans l/IES Li LIM 80 power consumption 43WO 120V-277V tMeximum) dimming SWKW 0-10VH%)I Optorm: ELY 029V myl I DMX tmmate onl)/DAL remote tiny) Due fo ymmurus dwelo amend lmm..mame. aurrabamare aremm[na wimoomou[e. rcr bd coy lre'mm[nan MS tun demaaora Hhanon: wimou:ri pm p W re m rut prolualuttc¢Nnasegrsmenf mFCLgM1mpcurrent contlAlans. FCC Sens LyilM¢r LlgM1bereeylncerMen1pmdured In urrllllnNsirenumcruing facility. r'vIx IS Command Lghtlm Marableas Smce1982 Specification Sheet 0 Salitl SGe Lumhves 3609 Seval Pre•SY. Chants L• W174 I parking tam I BOO 9001730 AG-DH-12321 1 width 10.4" 0 depth 4.1" D 4.1 in - s 0.4 in J 1 a mounting plate width 14.25"W 1-1pox mounting Dahl mounts flush to surface and is included Wiafbilre 2.75' 3.5" I35'or2.75"Im... t.,dW.Gr Ouemmnfinuous Oa.el"pmemand Imporemen6, slecHlvallers am vbjzvttocnangewitlwul m0®. FCLgbang mwmsthe rigbilovhnge lab ratdetalsorspecXlvaliorswilbON notice. erg�WwYmecmbbWagrym I r nLkbdig remnand«ndians FCC Sarlm tyll rUgmsam englrermdaM padusad In our IIIIMs manulauuringhalay r*mComnaca LOS, bUlmoam'Slnle 1982 Specification Sheet ®Soul Slate Luminuve d8 oowrsm Are• 9. Olades L• 60174 miglblg.wm I EUV.900.V30 AG-DH-12120 GE current 61N1RA1 M ALACHRISIIC% Base Descripti on arm Saseremp C-degrsawa Al9 351 Ravi PNRag-In OIMTampatatere C-tlegreaddoo 50(1 lsmp[ndimmeTypernt finduaed nxurei CMIDSFUVCU830312 Metals,-nmgm pxrrlmn lm IT IM5 Rated Bre Hours nominal 16500h mMFrisheverdColas Char MNaryCoraem EMLAONLY 48 alMtamumal Marc InoduaTechrlolog•/ Ngh lrxensly Oodhalgs Loor no 1 Lne4fYears Requesled swore Cantu Rase G12 In Shape TA _ hoeanwmemrlmeal 2Xom ay Nominal Lumensyer Watt 871m A Initial Worse, nominal 3400M Color Rendennglndex Cm 84 UpFTamrrerki taxes ION Prodrol 20153 Desi imi MUUVCUBWG12 NuxruOvepmHo spelre EACH StandardPedomemanlity 1 Eni MI W201537 SlaltlaN Package GTIN 0"3l rB20l537 Ho OflMmsper Sales unit 1 moriwmsP slaldam%a ge 1 sales unit Eadr UCL OCIM201537 NWmOveunn DFh4evre CASE SmMam ReckaGanuarmy 12 Eon UPC Ml M20l537 SUMadPackage GTIN 10043168 201534 No OflmmsPa Sales unit No Of HemsPw SMtlaN Paduge 12 Sales um, Care UCC 00IM201537 uameter 0.56H I iCenla Iemti 101111 22in Beer Lesson \ Umrersalmrningpod0m wordelOnearroorsIndon 2mhr F,nnernid Fee, CoSt'dFloreve 40 R mdp a (Woup 39W WARNING Thelon, comeause salon adnbum ant eye iofammatian Ran smp a ulaauioetrafratien Honor envelope olme lamp isbrokenor purxwred. and de all be comenuesu Cpeam. Do exa sewhele pedpke 111 f re Nan I ores unless adequate Hydrogen OJler Eery Peceuuwsareusd.CeruhWmsoflampsdlatWllauWad[aI dn91is11'rt'hen Neouwemelopeisbrokenor puncuredaremmnercially avadabb. YaitLLN FDAwebste ramaeinfor,rellon. hLLpJ/xwev.NagwlMrf✓ratlhazlN/pmtluet✓urbuaallarl r aadpn Lamp may 9latler and cause pry abortion Do not use excessive route wean Immillm Miry. Do not use lamp irauta glas d scmtmed a brdmn. Z W f !n 0 Z Z W W Q g Z Z g W W W O a Q Z Z (n H 0 0 0 U .W~-r O O O U) (n o W o a Z Z Z Elf 0 z0 0 O 0 O 0 O 0 O CY EaS�E 0 U)(n U)0 0 w _Li LOU LOU LOU Z (a1 Q LOU LOU LOU 0 0 0 0 0 0 d g Q Q Q 0 m F- Q W a a Z T LL W W Ul z J J U O •--I •--I •--I •--I O rn Ln O W w F- F U ~ W w w d Li JOB NO. 202187 SCALE NA SHEET NO. 8 m C