Loading...
HomeMy WebLinkAboutSDP202000077 Plan - Revision 2021-06-09GENERAL 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 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) AMENDMENT TO SITE PLAN SDP11111111111112003IIIIIIIIIIIII00034 FOR PHASES III, IVB, & IVC SAMUEL MILLER DISTRICT CAVE: 1" = 50 r, ALBEMARLE COUNTY, VIRGINIA n n VICINITY MAP SC�LE: 1" = 500' aC pa lediatric Associate= Of Chado... ' '�The Madmt !"y RC/ fBHlair E a a 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. Ob \ 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. 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 �abs 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 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 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 4 PROVIDED IN THIS CONDITION. UNLESS THE SIGNAL ALREADY HAS BEEN INSTALLED, THE APPLICANT SHALL PAY TO THE COUNTY kv THE COST OF THE SIGNAL AS FOLLOWS: TTW 8A. PRIOR TO THE ISSUANCE OF A BUILDING PERMIT FOR THE FOURTH PAVILION, THE APPLICANT SHALL PLACE FUNDS IN ¢`moo 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 ti� ~ 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 z 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 200 EXISTING CONTOUR APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARMENT OF TRANSPORTATION HEALTH DEPARTMENT iCOTT/R. C! LLINS�Z Lic. No. 0357911n 5/24/21c�4 �IONAL ti 00 N ® CY) N w CN N N w > Lu J J U) Lu OL9 _j L.L dilk U w ' Lu ul U) ZLu w I� U) 01-1Lu JQ 0 O O O N 1 W 0 W I..L `W w Lu LL OLr) r--11 Q Lu O Lu U -I V F_ H� i w J F u L w O w of _ rL Ln JOB NO. 202187 SCALE AS NOTED SHEET NO. 1 KENRIDGE HOMEOWNERS CARLTHE HOWARD FAMILY TRUST VALENTINE, HANNON RUTTER MICHAEL & ASSOCIATION ZONING: CO COMMERCIAL OFFICE NING: CO COMMERCIAL OFF] E VALENTINEZONING: CO TAX MAP 60K PARCEL B1 TAX MAP 60K PARCEL 6 COMMERCIAL OFFICE USE: STORMWATER MANAGEMENT PITiS, P MURRY ZONING: CO COMMERCIAL FFlCE USE: RESIDENTIAL TAX MAP 60K PARCEL 1 SULLIVAN, PAUL FRANCIS TAX MAP 60K PARCEL USE: RESIDENTIAL TRUSTEE & ANNE MARIE USE: RESIDENTIAL WARDS, ROBERT L OR KA EN _ CARR, HOWARD M TRUSTEE &, TRUSTEE ONING: CO COMMERCIAL CE -- - - Z ING: CO COMMERCIAL OFF] TAX MAP 60K PARCEL 1 604 TAX MAP 60K PARCEL 2 ONING: CO COMMERCIAL OF ICE S IDMORE, KAREN L 2017 UST USE: RESIDENTIAL LOAM C WEATHERSBY & USE: RESIDENTIAL TAX MAP 60K PARCEL 4 Z NING: CO COMMERCIAL 0 ICE f 604 CHARLOTTE F DANIEL, THOMAS M, TRUS E USE: RESIDENTIAL A NE, JAMES III & ALICE REN TAX MAP 60K PARCEL - - ING: CO COMMERCIAL OFFl U/T THOMAS DANIEL TR MALONE C APIN, PETER, TR OF THE USE: RESIDENTIAL TAX MAP 60K PARCEL 1 ING: CO COMMERCIAL 0 ICE ZO ING: CO COMMERCIAL OFFIC PE R CHAPIN TRUST & DIANE so3 TAX MAP 60K PARCEL TAX MAP 60K PARCEL 5 CHA IN, TR OF THE DIANE CHA boa USE: RESIDENTIAL USE: RESIDENTIAL USE: RESIDENTIAL ZONI G: CO COMMERCIAL OFFIC -" USE: RESIDENTIAL 602 602 KENRIDGE HOA, INC }e \ \ 6oi 6�Oi \ \ ZONING: CO COMMERCIAL OFFICE TAX MAP 60K PARCEL Al iLUSE: OPEN SPACE N17°25'22"E 1.09' f -�� 823.40' 398.34' / FROM CORNER 1 I I I N19°4 '45"E v � 1 I 425.06' f I s6s / 20'SEWER EAS NT \ I 1\ 1 I \ I (D.B.2660-22 & TMP 60-26C PAVILION III PAVILION I 30' & VARIAB PAVILION V EXISTING EXISTING I I I I AICESSiEASEMEN EXISTING CONDOMINIUM CONDOMINIUM I _ CONDOMINIUM DB 2660j P.224(plat a, I BI 2706 P.163 tat o.6 ACRES / 1 _ 6� � i i � (P �i 3 2.85o ACRES I I I TMP 60-26 20'& VARIABLE WIDTH ' o.86 ACRES - VEPCO EASEMENT I \ � 20' WATERLINE (D.B.2561-704) EASEMENT; TYP. o v D.B. 3059-532 f ° f ssx v v I� ti cn 2bIWATER EMEY�lT�D.B. o a l> I I 3059-532 V C o s t° a' ' �o crJ r 1 1I �1..��1 s '771 `11 I I I I �r I � A �F I 1 2„ I I 1 0 I\\ 1\\\ \ \ i ro - w�� m I MAPLE rnn O (n \ \ Yv'�0\J7 57 YY\ \ \ - n�. C2 W W ��_ -. FW F OW pW- DW 20' DRAINAJE m I O �\x' I y LI ITS OF PRI ATE - • 48 \ 3a P �(Pmt r 4" m \ \ / x \ TMP 60-26AA C \ c J 30 ACCESS E MT. 2 z IN I I TTI \ /� - / \ 7 DARRELL, ]OHN STEWART, `3 £ FFlIp(� I I III \ \ \\ \\ / TRUSTEE JOHN STEWART I SYCAM • TMP 60-26A 20• SE ER ESMT•� 14 \ �s % . .. I EXISTING DARRELL TRUST • 30 EXISTING z MANOR HOUSE 0.18 ACRES SPRUCE/CED I I ✓/DB 1896 P.237(plot) SWM NOLIA � p6.4240, PG.544 I I zo'� VARIABLE WIDTH I i DB 738 P. 343(pl t) FACILITY � - I� i _ C \rye y `�\' / I VIRGINIA ELECTRIC & OF U U v(DB 56-704)EASEMEN / / POWER CO PANY EASEMENT f�i / 20 WATER INE EASEMENT \ D.B.2561-704) _ / AC AIRIEST 2 B. 05 -532 1 \ 20" SPRUCE _ SAN co. (D.6;262-464) � � � 1 MIN. v cD O \ - sy \ 36" \ \ \ \ \ \ 27" DBL. - - - - J % N AR r� Q I / / SPRUCF \ I \ \ APLE CEDA �-ABLF - - - - - T=599.27' / to rn / EXISTING TREE TO REMAIN 18 ACRE \ so S I I C15 \ \ wavaTt A LA MH -3 ram NE ITl Wr - ` 20 SETBACK AR AFFER N I \ 1 \ \ E - - - , \ - ' ' - - ouT_sass D.6.1TBACK 8 LAT GN W C SS I m - �Vl o' fAR I 20' SEWER EMT. } ` C6 SE^fror / DB 1896 P.23 (plat) EAS MENT; YP. �Y \ - DB 738 P. 34 (plot) 13 \ CJ 6' ` N � i ' / � %�� I i ' I 1\ \ / / /l q , ' � y / / TOP-590. 6' 2 a TREE PROTECTION \ EXISTING WATERLINE i / A / INv IN 5a5.32' FENCING (TYP.) \ AND FIRE HYDRANT - A - - , \ I EXISTING TREES TO / EXISTING SANITARY / Nv our=sas.o4' O \ � 'TO REMAIN '1 EXISTING ASPHALT _ / _ _ / TO REMAIN rn R - I TRAVELWAY �' s PROJECT LIMITS ' , ' EXISTING - - vI L 48 BE REMOVED I - i 1 i Q SETBACK AREA ASH\ � \ \ z \ � \ � 20'& VARIA � `VIDTH _ _ - I I � STOCKPILE � to C10 VEPCO-EASE ENR ' " ,' i i� 1 1 / /// cr 'v I ,' �(-0.B.2561-7 4)I --_ O ® I k op I I 2.295 ACRES TMP 60 26 EXISTING SAN. SEWER I , ' ' , Cll v EASEMENT TO BE VACATED - f \ U� WHITE GABLES CHARLOTTESVILLE LC I TMP 60-26 c/o ROBINSON DEV GROUP INC (0 � �/ 3.438 ACRES I I - z 282 A RE I / EXISTING / i I y rn 30' DB.2660, PG.218 � � � _ _ - f W MAGNOLIA ,' I,� i' i' ,' / / SEDIMENT 18" ` ' ' ' ALBEMARLE COUNTY GIS TRAP r c ��--� // /// THE CHESAPEAKE & OHIO 14" `� -o AG LIA � _ TREE PROTECTION _ _ 11_- '_ � / �/Vy I)INE r -FENCING TYP. ®®® I - - - - - ® ® ® ® ® ® / MANAGED STEEP SLOPES" = 30.01' 36' \ _ ( ) - - _ _ _ / / RAILWAY COMPANY I D DAR ti�� �� �__���. _-- OVERLAY (TYP.) - �/ dcl _ 5l7.21 _ _ _ �i D.B. 169-593, 594 PLAT o IRONS _ 72A6OHE ' - _ - OH ' I FOUND-- -----/ �� �_ �� OFJE' EXISTING EXISTING STAGGERED ROW OFFICE BUILDING OF EVERGREEN TREES ON ADJACENT PROPERTY I 4 I I II f I I I I s 1 I ,I I I I f I II II I I LINE BEARING DISTANCE L1 S27°55'55"W 39.42 L2 S19`21'00"W 43.17 L3 S23'17'1 YIN 104.15 L4 S69°52'46"E 22.89 L5 S58°37'51 "E 20.89 L6 S68°44'25"E 25.39 L7 S23'17'1 YIN 35.70 LINE DELTA RADIUS ARC TANGENT CHORD CHORD BEARING C1 133'31'54" 75.00 174.79 174.70 137.84 S27°15'34"E C2 11`34'21" 320.00 64.63 32.43 64.52 S33`43'12"W C3 8'34'55" 85.00 12.73 6.38 12.72 S23`38'28"W C4 32°3536" 35.00 19.91 10.23 19.64 S03'03'12"W C5 36°31'49" 75.00 47.82 24.75 47.01 S05'01'18"W C6 79'08'18" 105.00 1 145.03 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°3535" 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 1 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 N1013'24"E C17 34°49'09" 110.00 66.85 34.49 65.82 N27`44'17"E C18 3'26'31" 221.00 13.28 6.64 13.27 N12'02'58"E C19 11'51'25" 1952.90 404.14 202.79 403.42 S50'02'18"E C20 84°09'50" 75.00 1 110.17 67.72 100.53 S65'22'07"W C21 91°30'26" 17.00 27.15 17.45 24.36 N26`47'45"W C22 26'11'25" 185.00 84.57 43.03 83.83 N32`03'11"E C23 5°27'50" 140.00 13.35 6.68 13.35 N42`24'56"E ' T.M. 60 - 25 , ROSSER ASSOCIATES _ ' SAN. MH. A-1 D.B. 1083-50 D.B. 635-308 PLAT USE: OFFICE - - - ZONING: CO ' /- COMMERCIAL OFFICE / / Q� 30 0 i H GRAPHIC SCALE ( IN FEET ) 1 inch = 30 ft. 12'., SCOTT/R. 05LLINS'Z Lie. No. 035791 112� 5/24/21�i F- z 0 0 zz O O LU LU a a N u \ N O N N ti M ll 00 ti Co z 00 M N s CC CD N wN N w i Lu J ® C/) Lu F_ LO zQ U w ' LLI F_ LU u ® (/) J~ LU JQ CD CD N w U ~ w Ln a 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 0 m 0 -n v D m K 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 SULLIVAN, PAUL FRANCISJ TRUSTEE & ANNE MARIEI SULLIVAN, TRUSTEE ZING: CO COMMERCIAL OF[, TAX MAP 60K PARCEL 4', USE: RESIDENTIAL JAMES III & ALICE MALONE CO COMMERCIAL MAP 60K PARCEL USE: RESIDENTIAL 823.40' N19'41'45"E 425.06' TMP 60-26C PAVILION V ACCESS EASEMENT \ PHASE II EXISTING DB 1896 P.237(plat) CONDOMINIUM I I DB 738 P. 343(plat) o.63 ACRES TMP 60-26 20'& VARIABLE WIDTH o.86 ACRES VEPCO EASEMENT l 20' WATERLINE (D.B.2561-704) EASEMENT; TYP. r r A ASE IV D.B. 3059-532 L o I i I 20'WATER EASEMENT (D.B. o v A 3059-532) C F I y Fri -- - - - -- T -- +. RO I m �J 5' WIDE SIDEWALK w m 12„ D C17 m MAPLE m FTl - = UV U) N20'57'57"W i PH �� C2 W s `� II O 65.67' v i'~ I G \\ w m �c D r LIMITS OF PRIVATE - r 14" p �i 30' ACCESS ESMT. TMP 60-26AA 023 NINE m '� w - C7 DARRELL, IOHN STEWART, - Z i m �p C � '77/�p� ,* z ' � TRUSTEE JOHN STEWART I SYCAMO E • '. 14" RELOCATE STREET LIGHT r DARRELL TRUST 30" •' O) 2 0.18 ACRES SPRUCE PIN BEHIND SIDEWALK 10' SHARED USE PATH �� rr AGNOLIA DB.4240, PG.544 � • I f I n CG 2 n (TYP. r r ��P r r OF U LIC �; 20 WATER INE EASEMENT `' rnY ^< I r ! AC VARIES, C 6D I / _> MIN. 2D B. 05 -532) ` D 0 ( r r r • - ` 24" 2 " a) O r r 36" \ 27" DEL. m C I S WIDE SIDEWALK r / SPRUCE I r �` 18ACRE /^ MAPLE CEDAR C)lrn� m I f� C 14„ . S E °° N I c � u `w, r oIII PHA F- GNOLI A 0 cn IIIIIIIIIIIIIIIIIIN o I w { CG-12 (TYP. 8 30' ACCESS C6 C5 I - - C EASEMENT; TYP. Yh L O U I O o 0 0 13 o 0 o� M o CG-12 (TYP. o � cj�rn m ` ASH N Cl LIA A0 - 6 Z 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 ACRES PITTS, P MURRY CO COMMERCIAL MAP 60K PARCEL USE: RESIDENTIAL i° TMP 60-26 �1 zII I(�o v 0.282ACRE 4 -a I NE D� I DRY SWALEA ?- I QJ S23'04'55"W 67 10'SHARED USE I OLE G FLOOR AREA SMALLEST UNIT MIN FLOOR AREA FOR LARGEST UNIT PER CONDITION #7 FLOOR AREA LARGEST UNIT 2152 SF 2798 SF 3697 SF P IV MPMII 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 L71 S23-17'13"W 35.70 EXISTING OFFICE BUILDING ON ADJACENT PROPERTY 517.21' - - - OHE 1, PETER, TR OF THE HAPIN TRUST & DIAN TR OF THE DIANE Cl- CO COMMERCIAL OFFI 2 398.34 PAVILION II PARKING LEVEL FFE=603 33 PHASEE� IVB - OHE - - - "E LINE DELTA RADIUS ARC TANGENT CHORD CHORD BEARING Cl 133'31'54" 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 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 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 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. Cb-LLINS� Lic. No. 035791,E 5/24/21 N17'25'22"E 1.09' FROM CORNER r I z w f I � I z w I 20'SEWER EASIMENT z I (D.B.2660-22Ii & g F w F w I D.B.3059-5k5) 0 f o 0 I Z W o o > 0 0 I o 1"•I U) U) I 1v w ¢ � � 0 0 Q Q m / WJ I� F I z z � �c cc� cn ' � it VIRGINIA ELECTRIC & POWER CO PANY EASEMENT (D. 1 262-464) 20' SEWER E MT. =R "MFNr DB 1896 P.23 (plat) DB 738 P. 7/0") DETENTION BASIN B OHE - - - OHE 0 THE CHESAPEAKE & OHIO RAILWAY COMPANY D.B. 169-593, 594 PLAT Qj U GRAPHIC SCALE 15 30 60 ( IN FEET ) 1 inch = 30 ft. 120 CD W " N N Q M N 7 M M 0 ti co z C� N co 1 N O W CN N N W> LLI W I- Lu U) JLli Q 0 CD CD N 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 CONNECT70N TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (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 CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS 0774ERMSE NOTED. J. EROSION AND SILTA77ON CON7ROL 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. 7HE MAXIMUM ALLOWABLE SLOPE IS 2.1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3.• 1 OR BETTER ARE TO BE ACHIEVED. 5. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTOR=S DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 6. ALL 7RAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CON7ROL DEVICES. 7. UNLESS OTHERWISE N07ED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS ///. 8. ALL EXCAVAT70N FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). ROAD NOTES,• PAVEMENT 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO 7HE PLACEMENT OF THE AGGREGATE BASE MATERIAL. IF 774E SSV VALUES ARE LESS 774AN 10, 774E DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECTION. 2. SUBGRADE MUST BE APPROVED BY 774E ENGINEER FOR GRADE, TEMPLATE AND COMPAC7ON BEFORE BASE IS PLACED. J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION FOR TYPE 1, A OR III PRIOR TO PLACING AGGREGATE BASE. 4. 774E REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS BEGINNING AT 7H£ COMPLETION OF THE INSTALLA7ON OF THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, THE PUGMILL REQUIREMENT WILL APPLY. 5. THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE. 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE AND COMPACTION BEFORE SURFACE TREATMENT IS APPLIED. 7. PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT (PRIME COAT RC-250 ® 0.3 GAL./SQ. YD.). 8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS. 9. ENCROACHMENT POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO NOT ENHANCE A ROADWAY'S CAPACITY OR 7RAFFIC SAFETY, SHALL NOT BE PERMITTED WITHIN THE RIGHT OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY PERMIT ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTATION MAY BE LOCATED WITHIN THE STREETS RIGHT OF WAY. GRADING 1. 774E LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, 774E ROAD & BRIDGE STANDARDS OF 774E VIRGINIA DEPARTMENT OF 7RANSPORT477ON SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONS7RUCTION METHODS OF THIS PROJECT. 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE £N77RE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY Wl774 SUITABLE MATERIAL TO 774E SATISFACTION OF 774E ENGINEER. J. ALL GROW774 OF 7REES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE EN77RE EASEMENT. OTHER TREES AND VEGETATION WHICH OBS7RUCT SIGHT DISTANCES AT ROAD INTERSEC77ONS SHALL BE REMOVED. 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCTION OF THE SUBGRADE. DRAINAGE 1. ALL PIPE CULVERTS EXCEPT PRIVATE ENTRANCES SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE (1) FOOT OR AN APPROVED VDOT PIPE MATERIAL. 2. STANDARD UNDERORAINS (CD-1 OR CD-2 OR UD-4S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD COND177ONS INDICATE 3. ALL DRIVEWAY EN7RANCE 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 774E VIRGINIA DEPARTMENT OF TRANSPORTA7ON SPECIFICATIONS UNLESS OTHERWISE NOTED ON PLANS. 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SA7SFACTION OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. INSPECTIONS NOTES.- 1. ACCESSIBLE PARKING SPACES, ACCESS AISLES, AND ACCESSIBLE ROUTES SHALL BE INSTALLED IN ACCORDANCE WITH ICC ANSI A117.1-09. 2. ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT J. WHERE THE FLOOD LEVEL RIMS OF PLUMBING FIXTURES ARE BELOW THE ELEVATION OF 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 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 DISCHARGE THROUGH A BACKWATER VALVE. 4. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. COBBLESTONE (JUMBOI EDGING TO BE SET-2* DO ABOVE PAVED SURFACE. SECURE COBBLESTONE II - MORTAR BASE. TRANSITION I_ - EXISTING CONDOMINIUMS TRANSITION COBBLES FLUSH WITH r f PAVING AT ALL SIDEWALKS AND I I DO NOT MORTAR JOINTS AS INDICATED IN THE FIELD. I I I - UNLESS OTHERWISEE NOTED. COBBLES TO BEE SET I I ABOVE PAVED SURFACEE ON ONLY .J L "T ALONG ENTRANCE ISLAND AND 1 E ALONG PUBLIC ACCESS ROADS. - x MORTAR ALL JOINTS AT THESE LOCATIONS XISTING WATERLINE ; EXISTING CONDOMINIUMS PAVED SURFACE. 1 EXISTING SEE DRAWINGS FOR DETAILS. EXISTING CONDOMINIUMS 'O - " I oo \ __ ----- PARKIN 2 EXISTING - ------ '� D ` COMPACTED SUBGRADE __�-`-- --- \ 3 EXISTING _ 4 PARKING COBBLESTONE EDGING ALONG \� -- - PARKING �- -°^- q� ( SPACES , \'��, °. � ®-°w i NEW PAVEMENT SECTIONS �_. _ �� °. SPACES NO SCALE " "~ --- \•� .. . . ''°�� •/" j - -- ----.-.-- -. �\,. -------- __- II a•� I I I -'%e �` - - t. - _ �J 4 WIDE PARKING & I -- -- 48 ACCESS EASEMENT J M DB._-, PG.� ( COBBLESTONE EDGING ALONGALL NEW PAVEMENT TO --- -- MORE L EOFEXSTNGRO ROADWAY MATCH SPCA STY RELOCATE EXISTING SIGN 30 BEHIND NEW PAVEMENT EDGING ' 2 I 30' PRIVATE ROW \ PROPOSED WATERLINE - ED PROPOSED FIRE HYDRANT I AGN OLD P, I I I ONNECTION TO EXISTING WATERLINE � 20' DRAIN DB 1896 P.2, DB 738 P. 3 PROPOSED 4" D.I. DOMESTIC WATERLINE i VxV TEE & 6" G.V. REPAVE EXISTING DRIVE AISLE PROPOSED 4" D.I. 11 5 EXISTING CONNECTION TO EXISTING WATERLINE ti i, AT EXISTING GRADE VAR. WIDTH FIRE LINE PARKIN AREA OF NEW FULL DEPTH v 6"x4" T.S.&V 20'& VARIABLE IDTH ( PRIVATE UTILITY EASEMENT SPACES 6 EXISTING I f \ PAVEMENT FOR ON -STREET PARKING - v VEPCO EA T ( pg PG. IPARKING YD ' SPACES (TYP.) R ( 6" AAI SN/ CON ION SPACES v�( SAN. CO. O PAV.IV:INV.=6g .o 9'x2 EXISTING FIRE H RANT PROPOSED 2" COPPER \J uU 20" rf � TOP=605.76' PROPOSED 2" COPPER V.= (D.B.2561-704 RUCE DOMESTIC WATERLINE PROPOSED 2 1/2" WATER �, I l � LANE I DOMESTIC WATERLINE =5 PROPOSED 4 D.I. 24 2 20 PROPOSED 4 D.I. WATERLINE 30' PRIVATE ROW \ IV MAR P OF PROPOSED ACCESS SWM • " I \ FIRELINE METER �� \. � (P) BRICK SIDEWALK MH 5 9• AGILITY ACCESS 36 3� 10 WIDE PUBLIC �� WITH EDGING ROADWAY SPRUCE UTILITY EASEMENT (1)4x4 TEE, (2)4 G.V.& 300�__ (P) BRICK SIDEWALK DB. PG. ��� s� (2) 4"x2' REDUCER/ 20 J� WITH EDGING 30 P MH A� 3 PROPOSED 4" D.I. WATERLINE_ v _ , 2 E 1 (1) 4"x4" TEE, (1) 4" G.V. & T , (1) 4"x2" REDUCER PROPOSED 6" D.I. i O �� / ^ - - - - -- TOOUT b 9�9 4 EXISTING 4 �/ \\ 0 PING SPACES 4 9 WATERLINE P cF_- g-_moo Lu NEW DEPTH 1 9 .T,AREA OF N FULL18MAGNOLIAC-7z 6.or --.--.--.--: - - - - - w w_ r \ AVEMENT FOR ON -STREET _w- 0 2 LIMITS OF w-w-w . -. j I �fROPERTY�D = F6 �� 4 s��s - m ; - Z O O 0�1- 0 0 Ln 1 \ 1 i I 50 10 5.67_ O O i FDC (PRIVATE) NOTE: PROPOSED STACKED 1 PARKING SPACES ARE TO BE I 9 \ ASSIGNED TO THE SAMEao 1 RESIDENTIAL UNIT (TYP.) i l ' PAVILION PROPOSED 6" SDR 26 1 I GARAGE PARKING PVC SANITARY 29 PARKING SPACES (2 SEWER LATERAL FOR n n I I ACCESSIBLE, 1 VAN PAVILION V 1 ACCESSIBLE) LENGTH=315FEET SLOPE = 2.5% ADS NYLOPLAST YARD I INV. AT BLDG=600.0 DRAIN SYSTEM SHALL J i o CONNECT TO ROOF LEADERS -A: I AND COLLECT SURFACE RUNOFF I aD 13 9 FROM DRAIN BASIN INLETS TYP 9 1 1 1 ¢� L 1 { ■■■■■■■■■■■ 1 1 z aD y " Go 00 PROPOSED 12'x25' w w�� w ~ m m ~ LOADING ZONE ON € € � � � � � � � € � � � € '�'� `m„"""`�v'nmm``�3'��� 3,.�•w `(c �,Nw,G�,,�m,rc� �s*""'k``ti'ym,rcn 20 D 10 20 40 m m so n ( IN FEET ) 1 inch = 20 ft. PROPOSED 1" SM-9.5 OVERLAY EXISTING - PAVEMENT EX. STONE - SUBBASE 2" SM-9.5 SURFACE COURSE COMPACTED SUBGRADE ASPHALT PAVING - MILL/OVERLAY ASPHALT PAVING - LIGHT DUTY NO SCALE PARKING SPACES NO SCALE •■---N 1 1 1 1 1 1 1 1 1 1 1 6' 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 -wow-w OF MENT (TYP.) RICK (TYP U \ \ fgSEM�ER PARKING _ \ Nr EX. SANITARY / 4O 2O DC (PRIVATE) ' 10 27 33' " i ED O 2O DC (PRIVATE) • SEWER 5: ■ ■ 26' 6j ■ ■ ■ ■ _ W ■ ■ ■ 1 I 9' ■ ■ 9 ■ I DETENTION PAVILION IV PROPOSED 6" SDR 26 ■ PAVILION II PROPOSED 6" SDR 26 ■ ■ BASIN B PROPOSED ASPHALT DRIVE GARAGE PARKIN NG PVC SANITARY ■ ■ _ GARAGE PARKING PVC SANITARY SEWER LATERAL FOR ■ ■ i -AISLE FOR UNDERGROUND 29 PARKING SPACES (2 n SEWER LATERAL FOR ■ ■ � n a n 29 PARKING SPACES (2 PAVILION II i / PARKING ACCESSIBLE, 1 VAN PAVILION IV ■ ACCESSIBLE, 1 VAN LENGTH = 25 FEET ■ _ / ACCESSIBLE) LENGTH = 170 FEET ■ ■ ACCESSIBLE) INV. AT BLDG=596.0 ■ ■ SLOPE = 4.0% ■ ■ / INV. AT BLDG=600.0 / 9Am o TYP.O ' i 9 TYP. • y 9' ■ ■ ■ ■ • i / • DRY SWALE A ...... .. a■rr�■.OWN PROPOSED ASPHALT DRIVE m • / PROPOSED 2' °ry AISLE FOR UNDERGROUND PROPOSED 12'x25' ry : GRASS OVERHANG PARKING LOADING ZONE • aADS NYLOPLAST YARD-OHE----OHE----OHE----OHE----OHE---OHE--J-OH / ROSSER ASSOCIATES (}----OHE -OHE DRAIN SYSTEM SHALL ZONING: CO COMMERCIAL OFFICE G CONNECT TO ROOF LEADERS • / / �/ TAX MAP 60 PARCEL 25 AND COLLECT SURFACE RUNOFF FROM RAIN BASIN INLETS USE: OFFICE • / BASE COURSE (lM-19) (VARIABLE WlD7N) SUB -BASE COURSE / ����,,,, % \ \ SrN, 4" CONC. COMPACTED , SUBGRADE \ ASPHALT PAVING - HEAVY DUTY 4" 21-A STONE BASE DRIVE AISLES CONCRETE SIDEWALK NO SCALE NO SCALE LEGEND PROPOSED MILL & OVERLAY VAR. WIDTH PRIVATE UTILITY EASEMENT PROPOSED PAVEMENT NOTES: g/ 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. ♦ / ,i / 2. A KNOX BOX WILL BE REQUIRED FOR PAVILIONS II, IV, & VI. �Tp LOCATION OF KNOX BOXTO 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 FOR THE PROPOSED BUILDINGS. �,� / / / Z 0 Z" W O z z ■■■�■■ 0 w W w ICOTTTR. Cb-LLINSI Lic. No. 035791,1- 5/24/21 AJ F F Z Z W W I � � 0 0 Z Z 0 0 Ln Ln U) U) I � � 0 0 a a o W " N N M N 7 ~ M M L ti CM C'") N M 1 N O ul z Lu LU (Y U) JLu iY Of 0 CD CD N u 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 B1 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 BASIN 1 I SC0TT7R. Cb�LLINS� U Lic. No. 035791 I �� 5/24/21 ��' IO��SSIONAL E��ti� 1 U Z 1 I - ------ 0 0 � I I VDOT STD. DI-3B (L=6') I \ \ h L \ t I DOGHOUSE TO EXISTING \ \ 15" HDPE STORM DRAIN.I 11 \~ i ♦ \ / �` J I EX. INV OUT= 599.30 \ , RIM ELEV. 602.00 �l W I I ; \ ♦ � ; EXISTING DRIVE AISLE I I / I I I 11 I ♦ ` ♦ ; TO BE REPAVED AT 1 �♦ ♦♦ ��, EXISTING GRADE I / L --- --- / / / VAR/WIDTH ♦♦ ♦♦ / ,, I ADS NYLOPLAST YARD DRAIN SYSTEM SHALL SWM FACILITY & _ / / ACCESS EASEMENT ♦/ ` SAN. CO. / CONNECT TO ROOF LEADERS AREA OF NEW FULL ♦ -_ Q DB. PG. ♦ AREA OF NEW FULL TOP_ 605.76' AND COLLECT SURFACE RUNOFF o DEPTH PAVEMENT TO - - -- ---- ------ � 1' m �- - _ _ ♦ DEPTH PAVEMENT FOR ` --- FROM DRAIN BASIN INLETS / ACCOMMODATE FIRE . ♦ ♦ ON STREET PARKING TRUCK ACCESS U) U) S z z w w 0 0 z z O O > 1n 1n In In - o 0 ' a a ro ♦♦ \\ �� PROPOSED26'DRIVEAISLE • /It*I w " N N / 11• 6 D� m \ i ' PROPOSED 26' DRIVE AISLE _ - - - - 1 ff \` i ■ - - - - - -- 6. - - / 1 � _ I \ -' I v \ AREA OF NEW FULL ' I -----, �- - }--- ---- A `` �- - ---- ------------ + / --- ■ - - '� i - - - - I o---- ---------- -___ �; wER EPTH PAVEMENT FO R ON STREET PARKING --- ----- __ PROPOSED WALL"��' ---- --- i . B ww__ T� - ♦ 3 eqS -- -- P� ._v _ --� I �9 _ ♦ .�< ��' I 0� ♦ ■ � _ -w 'S ' y a 9«° \ i ♦ • 11 mr 1 I ■ I -. Y 1 1 �-Y Y Y -Y /_. _.,,, ..!_. - - ■ j ', ° i <1i1 ' �' �-a,/ P' I / TWi TREE PROTECTION i ' �'i ���■� I FENCING (TYP,) ■ I', BLDG T -1 ■■ ■ BLDG TO I - BLD T O G O ■ / BLDG TO _ ` < t ew=s so ' I BLDG TO l 64 - 0.13 AC ■■ B5 = 0.06 AC C 69 = 0.07 AC i_ FN Al = 0.06 AC A9 = 0.07 AC ■ -,- � I ' 1 1, ■ ' - - ' ,', I' - h 7 / i 1 .----.---------- i PAVILION IV ! A - - - - DETENTION �/ / i/ °,'_ I 1 PA�iILION - i -' � PA PROPOSED SEGMENTED' i i,BASIN B � � PARKING BEVELF-- 6 --------------- '■ PARKlA1i ■ 9 ' - - - - - - - - - - - - - �{RY�INfsLV�L�FE-6eTa� - - - - - - - - - ■ HAND W 596 BW=590 4 r \ 90, ° J BLDG TO i � ■ 6 ;� / W A3 0.07 AC ` ■ * BLDG TO i,'■■ ■ BLDG TO " ,/ ■ 1 v ' "-1 ■■ ■ BLDG TO ■ r p / B6=0.14AC I ■ ' I ■ ■■ ■ - B6=0.07AC ■ i,, i BLDG TO ■ ■ B8 = 0.07 AC r ADS NYLOPLAST YARD ' A4 = 0.07 AC ' 6°6.67 ■ ■ ■ - og ■ i ,' 1 i ' DRAIN SYSTEM SHALL! I 6°zs° - ■ ��� ■ oo° • ----- ■/ y ��i , �s° CONNECT TO ROOF LEADERSi ■Fm i ■ ■ AND COLLECT SURFACE RUNOFF , FROM DRAIN BASIN,INLETS�iLL 'Ex '��i i i • i� % \ �, � S ■ ■ I 1 i ii � / � O \ 1 0 \ _ _______ - _--_ - - - - __ ___ __ WAL I ______�6 - 05 ■����■......���1•�i11 ° ■ -- _-- v 3 v --- ---DRY SWALE A---- .1A ■lu��■■.■u■■u■■■u■■y■■u■■ ■■■si■■u■■■■ Yi■u■�i■■u■N■u■■�i■uu) / I / 00. I\ ---_ -_---_- "yuuy7, vu L-�-----------____'�.--_--------------------r _off ------ �1• ��� -- i7, ____ c ♦ - ! ,'/ / 17•..■saaaa.�■7r1.71ii■ _ �- it = " - -_ _ 7 rv+116.o0-� ss / ♦ ,.c ,n♦ v ,//' // BASIN / -, 595.00 �W 6.°o W p ,I-_-y/ z --ME--_-ME-_ Mq - - ---- - -ME ROSSER,''ASSOCIATE�s - ZO�JING: CO COMMERCIAL OFFIO --- - ' 1 - �� PROPOSED SEGMENTED RETANING WALL W/���' / TAX MAP 6O PARCEL 25 VAR. WIDTH; - __ _ __ - - - - HANDRAIL, MAX HT. 8' ♦ SWM FACILITY & ♦ g - V - TW=596,BW=590 ♦ i g USE: OFFICE ACCESS EASEMENT _ ---' ADS NYLOPLAST YARD DB.� PG. 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 I 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 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 1 6 1 9.00 14.43% 1 604.75 604.35 HDPE ROOF DRAIN AND YARD INLET DESCRIPTIONS STIR. NO. PIPE INFORMATION INLET INFORMATION COMMENTS DIA. (in.) LENGTH (ft.) SLOPE (%) INVERT IN INVERT OUT MATERIAL INLET TYPE RIM ELEVATION 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" CLEANOUF B8-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" CLEANOUF B10-Bll 12 16.00 2.42% 592.58 592.19 HOPE Bll CLEANOUT 595.20 6" CLEANOUT Bll-1312 1 12 1 4.00 17.28% 592.19 591.50 HDPE B12 CLEANOUT 593.50 6" CLEANOUi 312-1313 1 12 1 16.00 134.38% 591.50 586.00 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 SWALE RISER 601.90 12" RISER W/ DOME TOP SWALE-B7 10 69.00 4.64% 599.90 596.70 HOPE B14 INLET 605.00 12" ADS GRATE INLET B14-B4 6 24.00 0.98% 603.50 603.27 HOPE B15 INLET 602.85 12" ADS GRATE INLET B15-135 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 B17-1319 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- our 86.94 0.92% 584.80 584.00 HOPE CONNECT TO ROOF LEADERS AND COLLECT SURFACE RUNOFF ------ FROM DRAIN BASIN INLETS TREE PROTECTION \ `- - ♦♦ / FENCING (TYP.) 1 ♦♦� ♦ /,- r ------ VAR. WIDTH se, ' SWM FACILITY & ♦♦/ / ACCESS EASEMENT" sa°sosa= ♦♦♦/ - oo� NOTE: ALL ROOF DRAINAGS SHALL DISCHARGE\ w% / IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. g' / / POLE-- / --- -----t GRAPHIC SCALE 20 0 10 20 40 ( IN FEET) 1 inch = 20 ft m Lo Lu ti M Z N M W N 0 W Z N W N W a L Z ZJ a U) z W g LO o F- Lu Q V� Q Z H� U 0 0 WYQ016 ul W Lu 0 w J Z�w CO Q" � vJ J !`W_ J a = O C) N H ti JOB NO. 202187 SCALE 1 11=20' SHEET NO. 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 UNE� / SNOW FENCE ORING lounlyof Alhamarle 1�' f- Cmtaema"on wnn Cheehlts,-'1'o he glared on LeMs<npe wens (Handbook, pp 111-28/-111-297 tar complete speelOca"ors) NO TES• f� 1. Th,foRowinglkmsshallbeshownantheplan; LANDSCAPING PLANT SCHEDULE fl r,<m1eve...ed, 1. ALL TREES TO BE PLANTED SHALL MEET THE SPECIFICATIONS OF THE ® im�aralm ageamai ndpraeof t he w da AMERICAN ASSOCIATION OF NURSERYMEN. THE PLAN77NG OF TREES SHALL SCOTT R. LLINS7� ° nm"maMryp o proa "°afm°� BE DONE IN ACCORDANCE WITH EITHER THE STANDARDIZED LANDSCAPE SYM BOTANICAL COMMON NAME SIZE CANOPY (so O 1-. o R pos dte���ora di,�l>, yr� ew Uof�lmrir�. SPECIFICATIONS JOINTLY ADOPTED BY THE VIRGINIA NURSERYMEN S QUANTITY COVERAGE (sf) U Lic. No. 035791 TREES .0 4 2. Maw ASSOCIATION, THE I/lRGINIA SOCIETY OF LANDSCAPE DESIGNERS AND 1HE ° VIRGINIA CHAPTER OF THE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS, fl Neg<adingla ntartHnetrn,m>al hwb imp,etedmdapP p f braCmnty�OR THE ROAD AND BRIDGE SPECIFICATIONS OF THE VIRGINIA DEPARTMENT f �SS1 a/24/21 ONAL c QP QUERCUSPALUSTRIS PIN OAK 3"cal. 471 10 4,710 BIN BETULA NIGRA RIVER BIRCH 3" cal. 535 2 1,070 1. PreLamaaedonCanf-ce: OF TRANSPORTA77ON. a[rneMeaewafimmdpmraclimrmemmaoabWlbe, imred.„ffiemnU=< onsita 2. ALL S17F PLAN77NGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, ASL ACERSACCHARUMTEGACY' LEGACY SUGARMAPLIE 3"cal. 195 1 195 a. Enninm<t"oa<rmlanandS,arnaa: AND BE MAINTAINED AT, MATURE HEIGHT- THE TOPPING OF TREES IS fl Hcavy.gnipmangcehimlmtrafficmds,omReofcomhadionmmmialsincNdingwilehaRmtbapemtitkdwitltinthednplin®oftrem PROHIBITEDD, SHRUBS AND TREES SHALL BE PRUNED M/NIMALLY AND ONLY 1111tl" �` TO SUPPORT THE OVERALL HEALTH OF THE PLANT AR ACERRUBRUM RED MAPLE 3"cal. 452 6 2,712 UNDERSTORY TREES ' Son E'°"°"and "°"""'""""""°"°" m J. THE LANDSCAPING PLANTS AND TREES ADJACENT TO THE SIGHT DISTANCE ° '"dtdavtmssbalnotndv rsdyM "roxatobe e a. TRIANGLE WILL NEED TO BE MAINTAINED IN THE AREA BETWEEN 2' AND 7' CF 77 CORNUS FLORIDA'APPALANCHIAN SPRING' APPALANCHIAN SPRING DOGWOOD 3"cal. 124 9 1,116 PY PRUNUS YEDOENSIS IYOSHINO CHERRY G-T ht. 1 99 4 1 396 6. "" ABOVE GROUND AS CLEAR ZONE TO PRESERVE SIGHT LINES AND fl Firea are m,pamine3 vntlrin 180 feat ofNa dripDne of b«ato be saved ACCOMMODATE PEDESTRIANS. 7. Toak Materlals: IQ Toxic matenalssball notbeat°redwitlia 100feetnrtbednpli,woft: etobe save. S. PrnLL t aEaming: fl Fmm b<ra daiw"°°`atben pp°a d apprw` b agamty]W 116apr°teendbyWm w LANDSCAPING CALCULA TIONS. ° Fmnng ahaR be iv place eod abell be impacted avd npprovoi bye Cowrylvapector poor,°grading or mtueuafl°n. 9. Tree Welk: ® wmtmaRm ale,elmnt nil madpcna°rab wba,ae a a u,�u epmeiabmaaennen Rnn �l TOTAL PROJECT AREA 228 AC: 99317 SF eubminM for eppmval. CANOPY REQUIRED 207: 19,865 SF 18. Treewnaa: PROPOSED NEW TREE CANOPY 40,351 SF ° wnarrmegmmrdlavalmmtsal°wamd.�tmnmaa.;pwaanaawnarm.aa,atreareauanaubaprou;aad,maaamno-�k°naa,e;f EXISTING TREE CANOPY TO REMAIN 0 SF anbmined for approval. TOTAL ON -SITE TREE CANOPY., 40,351 SF 11. Trenching and Tunneling: fl Wbm ench^is«dmdwttin hmtsofdeednglt"lbedmiemfamq&omNe soft svposeible.'mmnehag rmder a large tree shall be mnsidaed m an altemairve when it is anticipated that necessary benching loll tlet" feeder oriole 12. ® mtmreennai gandl6at�alm,iamr mn.eaanngm sm dmnnp. v. Damaged Treat, .a ln<madmmeNatybypm g, bmi°no°m<rm«h°dr nmmdeyao-a.p rt NOTE: IT R9 THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. /7�_ � O{V�IGNATERE ,(� 5`DATE) CONTRACT PURCHASER SIGNATURE (DATE) 5AM Pay,1 of EVERGREEN TREES �A V) z O be U U) 0 z0 4, LU z g z LL2 a g d w h U1 o w O D In F~-r z z w g O U > O U) w o a z w g O U O U)®Ogaged w 0 a MG MAGNOLIA GRANDIFLORA'LITTLE GEM' LITTLE GEM MAGNOLIA 6'-8' HT 82 I S 1230 jV JUNIPERUS VIRGINIANA'EMERALD SENTINEL' 'EMERALD SENTINEL' EASTERN RED CEDAR 8'-I0' HT 27 26 702 SHRUBS IM I LEX x'MARY NELL' MARY NELL HOLLY 24" ht. min 97 5 485 IV l ITEAVIRGINIA, HENRYSGARNETl HENRYSGARNET SWEETSPIREl 24n ht. min 64 56 3,584 IG t r ILEXGLABRA NIGRA NIGRAINKERRYHOLLY tl 24 1min 188 42 7,896 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 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 TM DANDY' JIM DANDY WINTERBERRY 24" 1 min 76 3 228 CS CORNUSSERICEA 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 10. TREE PROTECTIVE MEASURES SHALL BE THE LAST OF THE TEMPORARY EROSION CONTROL PLAN MEASURES REMOVED DURING THE FINAL CLEAN-UP. Source: Va.DSWC Plate3.38-2 i SYCAMORES I 30 I 20' SEWER SMT. I DB 1896 P.2 7(plat) 7 2 30' PRIVATE ROW SPRUCE/CED I o N OU A I DB 738 P. 3 3(plot) r o NC-i �� \/ / \ I • \ II I I � � I I � � � �i 20'& VARIABLE WIDTH I 2 QP/ m 1r I I ~ sss �F B G / / j VEPCO EASEMENT A S ES VA EIS' I 20E SEM NL�NE v (D.B.2561-704) I v 20 SPRUCE --------- 1- - _ MR 0 l \ \ MIN. I \ (D.B. 3059-532) I • h I - - L02 605.76'- \ WHITE GABLES LANE • \ \ a \ 24 30' PRIVATE ROW -_- - �1 36" I 27" DBL. � I � - NC AR I i I SPRUCE 1 AR I \ r \ APLE CED -t- } --- o _ - - - _ , - T =5927' CF / L9 V_ 1 A - ti 2T- 71�* M rr _ _ > , 2 q 590.�06'. CM • \ S E / i J 1 1 RY OUT 589.9 o � 46 0 • \ � � 1` CF 1 QP - - � N _ -- 1 __---- i' , • a -MO -MO MO \ � Ma- 0� 0 M MU ma \\ W IA \ I --- \dd --- TF IIVVIIVV\\'YY VV w, _ I - _.. - • -a-7 18 \ QP \ I \ MO -MoMa M m a - -- T 3O 1 ACCE S _ - - - - - - - --- --- - ------ --- - - _ - --- - _ _ _ qse - - -- EASE ENT Ty - - - --- - t 'o�, ' { ♦ o 00 � N 1 I ( 5 . G 4 I ♦ 1 �_ OvvO O O " s�+c� * O� �O� h y 6 �I �/� ��♦ �� / Fly B W CN N LU I ---- I - 11 � \ O 2 C J v v 11 IM 6 Hl l.r 9 IV'1 JDI H G I 2 C 5 F HQ �D 1 IV 5 HI 1 11 1 1 1 JD F �� /r r J Q I 1 HI 7 C - W 2VC Q � / I1� 1 I � i ♦ f, ry�o r r�r LLl Z I # I I 1 12I(3' 111 > w � I 1 I = I 3 CS' 1 I \ I 1 I/' ' DETENTION / / w \\ PAVILION I 4 PAVILION IV , ' ' PAVILION II /„1 BASIN B + PARKING LEVEL FFE=6o7.67 'I ' PARKING LEVEL FFE=6o7.ob I 1 PARK1NGLkVEL FFE 603.33 / /i /i r 1� ' I / E g /� 5 HI � � -7 + 5 HI I 9/ �I / oy° 3 CS 3 1 / r'1 \ IM \ I 1 CF � � � I Y U \\ I 12 IL 11 I / 5 IL 1 CF 1 J_ (n \ + 6 VC 1 IV 7 FG VC 4 VC 7 FG IL 3 IL �y1 1 VC 4 G - - - *�' , ' 0 \ �` j 1 I I / 8 _ z + I I I J \ TT -CN _ / / r 1 I 1 / \ _ \ e '.. • - _ Ul RY S k ALE A - - d...: 1 _ 9�-1�i '. �r /- I j / l LLI .1N uutw �1w04J.tN'>_"kv rfu - �"5- \ -_ - - - - \VVV Bon '..r - _ -- -_ -- - - r , �l W y w - + + �* I w T LLB + N 'hmfm1`` F4� ,NluutG, '3 M, fi € �''''\`u'r ,Iil :'i.- + r . + . +- I r / L-L - _ Q CF - ,'' °� -' -- - -- 8 HI - 4 IL �``�'ht✓nm^ '�"""^``'''""""`` '3, �'�hrnfm '�„� '� g €'h° Imt+�' ' 15 MG ROSSJ'Vt'1YR / / 1� } i 26 JV _ T C�' // �- �' - OHE } QHE -_ - - - T QP_`, = _ _ / F' / H W w j E / 1 QP r - - - - - -' ZONING: CO COMMERCI L OFFICE' ' 7 IG Ila- TREES UP TO 4" CAL, SHALL BE STAKED TAX MAP 60 PARCEL 25 ' / / 1'BN / WITH 2-2"x2" HARDWOOD STAKES. _Qp / LL J TREES OF 4" CAL. OR LARGER SHALL BE I I 1 USE: OFFICE GUYED WITH 3 EQUALLY SPACED, TWISTEDIz/ DOUBLE STRAND g12 GAUGE AND TURNBUCKLES. LOOP HOSE AROUND \ WIRE - - - - ' - L�V / �'S HI / WITH RUBBER HOSE &TURNBUCKLES / TRUNK. FLAG WIRES WITH COURVEY TAPE. \ \ / ' b x 2"a2" HARDWOOD STAKE j1A0N�10 ' ' \ REFER TO SPECIFICATIONS FOR FURTHER INFORMATION CUT &REMOVE BURLAP FROM TOP 1/3 OF BALL AS SHOWN SCARIFY SUBSOIL TO 4" MIN. DEPTH k MULCH SAUCER k 11J GUYWIRES WITH RUBBER HOSE AND } TURNBUCKLES 2/3 UP TREE / FINISHED GRADE / : y� `�`s 2"x2" HARDWOOD STAKES, ALIGN I TREES UP TO 4" CAL. SHALL BE STAKED. / TREES 4" CAL. OR LARGER SHALL BE 111 ~ TOP OF STAKES / / 0 111 GUYED WITH 3 EQUALLY SPACED / ' A- TWISTED, $12 GAUGE WIRE WITH HOSE / ' /� k oo� ,{ I/ MULCH SAUCER 1 3 F TR 1 AND TURNBUCKLES. LOOP HOSE SAN. MH. A-1 AMENDED SOIL MIX _� ll� - AROUND TRUNK ABOVE BRANCHES JOB N0. - _ _ _ _ J / ' ' AS SHOWN. FLAG WIRES WITH / OTAPE. REFER TO SPECS GRAPHIC SCALE 202187 F r III FORR ADDITIONAL ADDIPONAL INFORMATION. [[ III - LI AMENDED SOIL MIX 20 O 10 20 40 80 U III T- T Irk II- _ _ ' SCALE �= CUT AND REMOVE BURLAP FROM TOP COMPACTED SUBGRADE II_ I III _ \ _ - 1/3 OF BALL AS SHOWN / - 1 =20 IN FEET" SCARIFY SUBSOIL TO 4MIN. DEPTH ( ulllllllll-ll II -II Tree Planting and Staking Detail COMPACTED SUBGRADE 1 inch = 20 ft. ' /'/ SHEET NO. d11-11I: Not To Scale r � � J_ 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 - FCW5306-120V-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". n ,- c 36" c_ SPRUCE -� J N 18" MAGNOLIA �r NEW STREET I LIGHT l` HEIGHT TO MATCH EXISTING STREET LIGHTS 2 4 "0,5 0, 5 FO4 0110 12 0,9 1 14" S UCE "a1.0 0.4 1,2 0 0.4 0.21 0 0 0,0 PAVILION 0. PARKING LEVEL FFE=607.67 0.0 1 0.0 010 0.0 0.0 0,0 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. E 0.4 0l7 I 0,5 0,2 0,0 - 2,1 2.3 2.7 3.0 3.5 3.5 ,n n 310 0.0 0.0 ).0 0,0 0,0 C 21 NOTE: EACH OUTDOOT LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHILL 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 . Ft PAVILION III 48" ---------- - - - - ---------- 30" RUCE/CED EX. STREET 0.9 LIGHT 0,5 1,7 019 0.4 20" : RUCEn�O 2 0,7 119 8 24 L4 015 0,5 0.5 27" DBL. MAPLEI CEDARI 1,9 _ 110 9 31 NEW STREET LIGHT 21V 6 1,9 2,1 w===Ta PAVILION IV PARKING LEVEL FFE=607.00 0,o� 0,0 0.0 0.0 0.0 0.0 ROSSER ASSOCIATES ZONING: CO COMMERCIAL OFFICE TAX MAP 60 PARCEL 25 USE: OFFICE 0.2 11 110 (21 2.4 3,0 2.7 3,5 0 0.8 0,4 0 2,1 EASEMENT 3.2 Uo I -x —' u Lj PAVILION II PARKING LEVEL FFE=6c 0.0 0,0 0,o 01 0 Z `lI I Off, G� �C7 SCOTT R. LLINSZ Lic. No. 035791 a p 5/24/21 20' DRAIN DB 1896 P.23 OB 73- P. 3 cy) z cy) -----------/- N ao 0,0 M z 0. 5 / LJJ 0' S 0.4 0,4 Ex. ST ET LIGHT 1.0 01 0.2 0,0 � N C) 0.9 rn z 0.8 0.7 W N LLJ 211 110 0,5' 02 W > Q 2 1,7 w z J 9 5 0,0 z Q U w 11 2,1 1,9 2,6 0.9 0. 10 O 0 Jll� I Q (� Q 5. RE�T I 0. 0,4 / 0.2 010 U a Y Q w 2: Ln c J W w J M w W Q C Jw L J Q = O O N Lu 0.0 V ~ / w Lu w Ln / 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 MTVL 90W Par 38 IOOMH Par 30 CC Custom F Fuse (caneda) 750W Par 38 Color S Spike SOT Stepdown tropical n LED - Lashum wa-m Mae runs, OIf / 277V to 120V jai wash dbfifirrzl 12 wens) W/ IASV L_OdV61C-• 12.3 was diodes ( total oilseeds) 4 Incandescent will need remote shepdown Whosoeve r. Akora aveir able in LED Product information Listing: U.L. listed for interior and exterior Wait locations. Housing, Lana frame & Glare shield: Marine gentle 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 socket screws. Diffuser: Lens is 1/8" thick, tempered Gear, heat resistant, standard. _ st box wN Socket: INC: Medium base porcelain socket. Nickel plated End tlu sa mekl halide shell Spring loaded con : M m all tact. HID etl u baseIse P 9W rated porcelain socket Nickel dated shell, spring loaded m .meet. Incandescent and HID rocket wire 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,p warm white diodes 12" Spike Available with l am argil p beam angle lens, projected through the the t a the light output and performance. Integral maximize inns to rand driver 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 dlromdn Die -Cad ballast box aonversmn and TGIC super polyester pONderKoat 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[,a[elbne rev 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 Genteel 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 lhemtal protection, UV confml PHOTOMETRIC CHARACTERISTICS Initial Lumens 21DO 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 Waring position Open Circuit Voltage 280 V (peak lead ballast (MIN) Open Out Voltage 198 V (RIMS 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 • CarahNc Metal Halide • Color is 1-II1) Lamps Applicatiou/Segment BrodhLlrea • Contrzdar I,Ightfn5 • Restaurant I ughrng Sell Sheets • GE Coy%mniColoWCMHplAmps ES/Photometric Download MSDS (Material Safety Data Sh coral Disposal Policies & Reeycling Information http://genet.gelighting. mm/LightPmducts/Dispatcher?REQUEST=COMMERCIALSPECP... 8/1 /2006 NIGHTSKY» ad¢1 bmiivm GENERAL t«wN« R7 k cPowusse, 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. ab"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- Cap. ad to the pole top or tmm. BALLAST HOUSING pn.mrer Sooner... 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 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 MSaou MS80mo medium base socket. MS805B MS805B0 MAIN STREET NIGHTSKY'"STRR-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 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/ ]00 H15130 / g031kHC / Fri / CA /E Q WALL FIXTURES LIGHT SOURCE OPTICS OPTWNa LENS FINISHPIER BALLAST a. ina6 Uses .Rlromkrmelton If IV FI%LIFITTERI Wgt16RgCKET WATTBITYPEIVOLTB b° .s ea wallfi[lu'e MSK5A1314AON'B / 1DUBFSDp.. / �/ PHC7 / �/� 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 Bla . • MS805AOa • 48OPM 478WB 70HPS HPS701MED *erde Green • MS805BOe • 48ODPM 478TSWB 1ODHPS HPS100IMED PG Park Green • SSLPM 48OWS 15DHPS • HPSIWIMED • Al3ZAmh Mad FITTERS 6236PM 460DW6 200HPS' • HP82501MOG1ED18 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 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-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 ballasn up to 175 youth, rol basovdarSare awdwd • BF Sell Finial or Font(TA,TASCR) a5OHP5daIdbleas1211or277 wiM ballazu 20D warts and over Wroam vapor Ne ad ,LAMPS Select from list Wholly OthirpedaladM indepaon lamps arteekbole. DIED base only when usedto ' Medium base lamp only, EOW, Muse leap rRE3G, RE5G or FHC olds, only. Its set .0, 'Skndardodear. for Cooked HID 'CIE000l3Models'. Madiambassfor HPsphHIEDrony). •7yya POend EOLens.d Rodlimikdm "ConaualaDkory lamps add G ArpVCIMEDt Ormogulbazefor HPS(EUISsirt ormoqulaesebr MH 476wanmv.1fiehyweRaposelees r .,aWbn MBdieeleass pokeaelaeaN fieni 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 few lare'w loco Alzak Disc RON R2 3art�s \ uo° L0.7•S ae GOa'N ae' q LOG -8 Louver OPOw CI LOS MS606A Mssoul M9606A0 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 BD14 BDIS 16 /7 Fits 3" poles Fits 4'poles Fits 5'poles Fits B"poles Fits 7'poles .morons 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 —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 sp scular 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 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 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 Five -yew limited warren .See roduct and finish warren aide for details. ow Y ty P tyS %TERNBEPt6S5S Law ence Ave. Roselle IL B0172 • 847. 8 -3400 • Fax 847-586-3440 5 8 www. stemberglighting.mm Email'. info�sternberglighting.com a -a LIGHTING Hello, Guest f� Register/Login BcsG'" ©© tali 1-800- ` BULBTRONICS GROUP 588-2852 Monday-Fi day Sam - 5pm, Get in Est Shop by Category u, 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 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: TypeO ^ i UGH TIMG Fixture: � p°"`t SCOTT R. LINSZ FC W3052 FMM52 Exterior Decor fixture Is a 10 inch round, IP65 rate!, ADA compinnl, easy 0 — kimkllfdurethat has animpalreaiskntIons and nice options tomeet hedesign U Lie. No. 035791.'a requirements of your building. This round face can be ceiling, wall a surface mounted. ® O� 5/24/21 44 �S'S'InArPr E�Ol H I lZillollifu dimensions 10.4A x4.1"Deep weight 41os (lousing Marine grade,conasbn resistant, heavy gauge laJl pressure die-cast Mlminum; Caidde stainless steel Harper reaidara hex head saketscreMs lens Impact muistaM, UV stabilized, white polycarbonate diffuser mounting MounRdirecay to "dam junction box', masonry applicasom usefwr(4)0.25"x0.75" screws with lead anchor: gasterrers not included, I -box by others) ingress protection IP65 Rated. Suil lefo intdamp entry locatbn application,withexNd siliane Waettualoulcmdaminmbe finish Sdstagamemiral amphosphateconvemionpre-twhnent. Nl"eupmw rwdfhish, l8pm Min., 5000hrseltspreyteent to Bi T7)wmpliM wb Florid /l A2ro4specification. 1' color is peratum 27WK MMK MOOK 4000K town output LED 1. i 11001m 116001m 121mm lifefime > 70,000 boos I L70 a better color consistency 3SDCM/stadard85CRlI phom1:90CRI operating temperature -13°Fk1M°Fr25°Ct14fi junction temperature 73°C0P 25°C warranty 5-year limited wmmnly(refer IN, websifefor deteld input voltage UnMasal 120277VAC I Optional: 347VAC jintegnq power supply Integral Gass 11, eWronic high -poweriector>94%0120V cendications ETLICER Listed, CEC title 24 JM complantfour DO Wl ccmpliasl standards UL 1598/ CSA C22.2 No. 250.0-Clans l/IES Li IIN-80 power consumption 43WO 120V-277V jMeximum) dimming SWKW 0-10V H%) I Optorm: ELY(129V na lI DMX(mmak only)/DAL remote SEEN Due mwmmums dwel. errand immeammm. surrabemare aremm[na wim.wnuu[e. rcr bu yyflw'mm[nan Mb fan demas.re ub��me wimuu:ri son p m. iM re i9 rut prgolurluttc¢Nb[segrsmenf mFCLgM1mpcurrent contlAlans. FCC Sens LyIIM¢r LlgM1bereeylncerMen1pmdured In mrllllrusirenumcfuing faclllry. r'vIx IS Commeldd Lghtlm Marsableas Smce1932 Specification Sheet 0&Ilitl See Lumhves 3509 Seval Pre •n. Chants L• W174 I IdgMlg ram BOO 9001730 AG-DH-12320 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 oak: mounts flush to surface and is included WiafbiMre 2.75' 3.5" I35'o12.75" Im... t.,dkrwkr Ouemmnfinuous Oa.el"pmemand Imporemen6, slecAlvallers am vbjzvttocnangewitlwuf mOw. FCLgbang mwmsthe rigbilovhnge lab fatdetalsorspecXlvaliorswilbON notice. errW.yvecmbbWagrym I r nLkbdig iumsand«ndians FCC Sarlm tyll rUgmaam englrermdaM padurad In our IIIIMa manulauuringhalay r*mComnaca LOS, bUlmoam'Slnle 1902 Specification Sheet ®Sous Stale LumlPNve d8 oowrsm Are• 9. Olabes L• 60174 miglbll.wm I EUV.9OO.V30 AG-DH-12120 GE current 6ININAI M ALACHRISIIC% Base Description arm Sbveremp C-degreeslsi 351 Ravi PNR'g-In OIMTempatawre C-nocturnal 50(1 Ismp[ndimmeTypernt finduaed removes, CMIDSFUVCU830312 Morals,-nmgm pxrrlmn lm IT IM5 Rated Up Hours nominal 16500h mMFrisheverd Colas Char MNaryCoraem EMLAONLY 48 alMMatanal Marc Ino4uaTechrlology Hgh lrxensly Discharge Loor no 1 Lne4fYears Requesled swore Canon Rave G12 In Shape TA _ Meanwmemrlmeal 2300m ay Nominal Lumensyer Watt 871m A Iniaat Lumersnominal 3400m Color Rendennglndex Cm 84 UpFTamlrerki taxes ION Prouro a 20153 IMaimi U.UH UVCUBWG12 NuxruOve UritOrspelre EACH Standard edomemandty 1 Eni MI W201537 SlaltlaN Package GTIN 0"3l rB20l537 Ho OflMmsper Sales unit 1 NOONIemsPa'slaluaN Patlage 1 sales unit Eadr UCL OCIM201537 NWmOveunn Olh4avre CASE SmMard ReckaGanuandw 12 Eon UPC Ml M20l537 SUMadPackage GTIN 10043168 201534 No OflmmsPa Sales unit NDOf HemsPw SMtlaN Paduge 12 Sales um, Care UCC 00IM201537 uameter 0.56H I iCenla IemOi 101111 22in Beer Lesson \ Umrelsalmrningpod0m wordelOnearroorsIndon 2mhr Fa'f.I Fsagy CoSt'dFlosse 40 R mdp a (Woup 39W WARNING Thelon, comeause salsas adnbum ant eye iofammatian Ran smp a ulaaindetrafratien Honor envelope olme lamp isbrokenor purxwietlr brut are all be comenuesu Cpeam. Do mtmewhele pedpke 111 f re Nan r minutes unless adequate Hydrogen ONer fewvumuuwsareused.Ceruh WmsoflampsdlatWllauW ad[aI dn91is11'rt'hen Neouwemelopeisbrokenor puncuredameemnernally avadabb. Yait LLIe FDAwebste ramaeinfor,rellon.hLLpJ/xw[v.ftlagwlMrl✓ratlhazlN/pmtluct✓urburrallarl Gaadpn Lamp may abatler and cause pry abortion Do not use excessive route wean Immillm ion Donotlirelampeoutagkssbsmtd edaa&en. Z 0 H d U ZLU LU OZ 0 a1 > i w All PW Unit up) Z Z w w 2: Z E F Z Z 0 0 Ln In En Uri � � 0 0 0 0 Q Q C" 0 � N N ~ M V\I T LL W W Ul z J J U w F- F U ~ w w w d Li JOB NO. 202187 SCALE NA SHEET NO. 8 m C