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HomeMy WebLinkAboutSDP202000077 Plan - Revision 2021-03-29GENERAL NOTES OWNER: WHITE GABLES CHARLOTTESVILLE LC c/o ROBINSON DEV GROUP INC 150 WEST MAIN STREET, SUITE 1100 NORFOLK, VA 23510 ENGINEER: COLLINS ENGINEERING 200 GARRETT ST, SUITE K CHARLOTTESVILLE,VA 22902 (434)293-3719 TAX MAP NO.: 06000-00-00-02600 DB 2660 PG 218 TOTAL PROJECT AREA: TOTAL SITE AREA: 3.44 ACRES (PROJECT AREA: 2.28 ACRES) ZONING: C-O (COMMERCIAL OFFICE) WITH SPECIAL USE PERMIT ALLOWING RESIDENTIAL (MULTI -FAMILY) (SP-02-023). MANAGED SLOPES OVERLAY DISTRICT & ENTRANCE CORRIDOR OVERLAY DISTRICT 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 = 1S 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 SDP-2003-00034 FOR PHASES III, IVB, & IVC SAMUEL MILLER DISTRICT CAVE: 1" = 50 ALBEMARLE COUNTY, VIRGINIA h a V � 0 S ae �\ � d ♦ �e n T) n VICINITY MAP SC�LE: 1" = 500' aC d13 'f'a lediatric Associate= Of Chado... ' '�The Market !"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 & IDS 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 �01� /$ 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. S. 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: eTW E"W 8A. PRIOR TO THE ISSUANCE OF A BUILDING PERMIT FOR THE FOURTH PAVILION, THE APPLICANT SHALL PLACE FUNDS IN ESCROW OR PROVIDE OTHER SECURITY ("SECURITY") ACCEPTABLE TO THE COUNTY IN AN AMOUNT EQUAL TO THE COST OF THE SIGNAL (CURRENTLY ESTIMATED TO BE $140,000), WHICH AMOUNT SHALL BE CALCULATED IN THE YEAR IN iQ WHICH THE SECURITY IS PROVIDED. THE SECURITY SHALL CONTINUE SO THAT IT IS AVAILABLE TO PAY N� ~ 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 SHEETINDEX - EXISTING CULVERT 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. CBLLINS�Z Lic. No. 035791/n 3/22/21 �c�4' �'SIONAL E��'1 CD W � N O N Lu ti co N ® CY) 1 N w m N N w > Lu � J J U) Lu L9 _j O 4 U w 1 Lu ul U) ZLu w 1� U) Lu 01-1 J~ JQ 0 O O O N 1 W L 0 W I..L Lu 1 Lu Lu OLr) r--11 Q Lu O Lu U -I V F_ H� i w J F u Lu w O w of _ rL Ln JOB NO. 202187 SCALE AS NOTED SHEET NO. SULUVAN, PAUL FRANCIS CARR, HOWARD M TRUSTEE & ANNE MARIE _ -- - Z ING: CO COMMERCIAL OFF] SULLIVAN, TRUSTEE 604 TAX MAP 60K PARCEL 2 ONINGCO COMMERCIAL OF ICE LOAM C WEATHERSBY & USE: RESIDENTIAL TAX MAP 60K PARCEL 4AI 4CHARLOTTE F DANIEL, THOMAS M, TRUE E USE: RESIDENTIAL ING: CO COMMERCIAL OFFl U/T THOMAS DANIEL TR603 TAX MAP 60K PARCEL 1 ING: CO COMMERCIAL 0 ICEZO USE: RESIDENTIAL TAX MAP 60K PARCEL (602 USE: RESIDENTIAL 602 -KENRIDGE HOA, INC 601 ZONING: CO COMMERCIAL OFFICE TAX MAP 60K PARCEL Al \ 1 USE: OPEN SPACE JAMES III & ALICE F MALONE CO COMMERCIAL OR MAP 60K PARCEL 5 USE: RESIDENTIAL _ 823.40' N19.4 '45"E - \ PITTS, P MURRY ZONING: CO COMMERCIAL TAX MAP 60K PARCEL USE: RESIDENTIAL PAVILION III 'IN, PETER, TR OF THE CHAPIN TRUST & DIAN I, TR OF THE DIANE Ch CO COMMERCIAL OFFI MAP-6BK--PA 7 USE: RESIDENTIAL HOWARD FAMILY TRUE : CO COMMERCIAL OR ( MAP 60K PARCEL 6 USE: RESIDENTIAL ALENTINE, CARL MICHAEL & SHANNON RUTTER VALENTINEZONING: C COMMERCIAL OFFICEO TAX MAP 60K PARCEL 1 USE: RESIDENTIAL MORE, KAREN L 2017 ING: CO COMMERCIAL I TAX MAP 60K PARCEL USE: RESIDENTIAL PAVILION I S, ROBERT L OR K, CO COMMERCIAL MAP 60K PARCEL USE: RESIDENTIAL 1130' & VARIAB PAVILION V EXISTING EXISTING I I I AICESS,IEASEMEN EXISTING CONDOMINIUM CONDOMINIUM CONDOMINIUM DB 2660j P.224(plat I ! ! !B1 2706 P.163(pla� 0.63 ACRES _ 5� \� 2.85o ACRES ill I I 1 TMP 60-26 20'& VARIABLE WIDTH ' o.86 ACRES VEPCO EASEMENT \ � 20' WATERLINE (D.B.2561-704) I I II II EASEMENT; TYP. ! ! ! D.B. 3059-532 4 _ 12biIWATER EASIEMENT\(D.B. o a �I I I 305�9-532 V C -- w r 0 m r D m \ - - - - -- -- -- �_' .mow -. j - - KENRIDGE HOMEOWNERS ASSOCIATION INC ZONING: CO COMMERCIAL OFFICE TAX MAP 60K PARCEL B1 USE: STORMWATER MANAGEMENT N17.25'22"E 1.09' FROM CORNER SCOTT/R. 05LLINS'Z ti Lie. No. 035791,E 3/22/21�i z z g F z 20'SEWER EAS NT w (D.B.2660-22 & cc u ou D.13.3059-525) Z w o O o a 2:0 z ou o 1n O ur) V/ F�1 � k 0 ` CO CO a W a Ice m I 12" I m MAPLE I rnn frl 1 \ �\ \ \ _ _ - - - _ �1 --- \ / - M 2 (l,V I I I N \ K`�005757'W\ �'� C2 w w F / Ow�'.°sw E oz r*\\ \\ 65\.67 \ i' \ I G �- zo' oRAmIAE m I I I I D \� \ / � y D 9 / x LI ITS OF PR I ATE r 4 TTIVI \ x \ z c \/� J � T. TMP AC2 ` I -\ Fl 30 \ ACCESS \ \DA\RR0EL�5L, ]OHN STEWART, I \� I S\YCA\M 7 /TRUSTEE JOHN STEWART /r�,, n / "CED `�• (/ TMP 6026A _ I _I i /20' oS�E sER -ESM-T.[ 0 DB 189P.237(ploI-I t) SWMEXISTING DARRELLTRUST " EXISTING 0.18 ACRES SPRUCE/MANOR HOUSE p6.4240, PG.544 DB 738 P. 343(pl t) FACILITY zo'& VARIABLE WIDTH II� VIRGINIA '!ELE CTRIC & VEPCO EASEMENT D.B.2E61-704) POWER Y EASEME NT \NAl 2WATER EASEMENT (DJK262-464)IEU SAN. CO.S. �-532) 20os. 6' A B. 6 24m 3\ ' - 20'GRADING & B F TO, REMAIN ` MAPLE C -ABLE 599.27' 1 / r \ SPRUCEXISTING TREE I �I .i8 ACRE (�`(� � 1 ao• wavaTe nr.�� s LANE �� � MH 3 hI m OP -sso ae _ FER SETBACK AR A N I \\ 1 ` \ \ E _ \ ouT_saes (D.6.1896-238 LAT) IQ w y _l 8" GN IA T - - A A / C SS m \ \ -R 20' SEWER E MT. w c� II C6 _ f - fASEM6yT \ DB 1896 P.23 /at C12 6� EAS MENT; tYP. r \ !-- - i _ - \"� (P \ L �1 L3 r ��� r I DB 738 P. 34 (plat) az SAN. MH. A-2 ` i / j2 i�. I 1 / / q -� / TOP-590.16' I f 13 TREE PROTECTION EXISTING WATERLINE i / �665 / NV IN 5a5.32' 1 FENCING (TYP.) \ AND FIRE HYDRANT - ' EXISTING SANITARY / Nv our=sas.o4' I j \ \ FEN I EXISTING TREES TO � - ' EXISTING ASPHALT -I - O \ --�- - " - - TO REMAIN - -/ _ = / TO REMAIN rn R - TRAVELWAY / BE REMOVED �,/ / 48 PROJECT LIMITS EXISTING \IIr / I O SETBACK AREA AS20'& VARIABLE -WIDTH STOCKPILE 0 C10 VEPCO-E­AEMENT I• ' (-0.8.2561-704) ® I rn v I ca TMP 60-26 ' 4 1 Q 2.295 ACRES EXISTINGSAN. SEWER 11 � f / .,Twuv WHITE GABLES CHARLOTTESVILLE LC EASEMENT TO BE VACATED °/ ' �� I TMP 60-26 C11 C/o ROBINSON DEV GROUP INC (' / 3.438 ACRES z 282 A RE EXISTING / i / � � DB.2660, PG.218 � ' � / W MAGNOLIA - •, , , - i �' i �' �` - _ _ SEDIMENT 1 14 / 18 A / - MANAGED STEEP SLOPES" ( TRAP i I I A ALBEMARLE COUNTY GIS �, � I '/ / � THECHESAPEAKE & 0 10 v AG LIA TREE PROTECTION �� !/// I NE r FENCING TYP. _ _ _ OVERLAY (TYP.) �/ _ / H 30.01' 36 I � , - ( )� � - - , �' - __ � / / / �' � RAILWAY COMPANY II D DAR \ / _ Qj D.B. 169 59 , 594 PLAT g _ r51721 /' o IRON S � 72.06 /- - OHE I CHI I FOUND - - - - -/ I - EXISTING EXISTING STAGGERED ROW OFFICE BUILDING OF EVERGREEN TREES ON ADJACENT PROPERTY I 4 I I I II f I I I I s \ I ,I I I I f I I II I II I LINE BEARING DISTANCE L1 S27°55'55"W 39.42 L2 S19`21'00"W 43.17 L3 S23'17'13"W 104.15 L4 S69°52'46"E 22.89 L5 S5837'51 "E 20.89 L6 S68'44'25"E 25.39 L7 S23'17'13"W 35.70 LINE DELTA RADIUS ARC TANGENT CHORD CHORD BEARING C1 13331'54" 75.00 174.79 174.70 137.84 S27.15'34"E C2 1134'21" 320.00 64.63 32.43 64.52 S33`43'12"W C3 834'55" 85.00 12.73 6.38 12.72 S2338'28"W C4 32°3536" 35.00 19.91 10.23 19.64 S03'03'12"W C5 36°31'49" 75.00 47.82 24.75 47.01 S05'01'18"W C6 79'08'18" 105.00 145.03 86.77 133.77 S62.51'22"W C7 10534'32" 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 3537'43" 185.00 115.04 1 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 N1013'24"E C17 34°49'09" 110.00 66.85 34.49 65.82 N27`44'17"E C18 3'26'31" 221.00 13.28 6.64 13.27 N12'02'58"E C19 11'51'25" 1952.90 404.14 202.79 403.42 S50'02'18"E C20 84°09'50" 75.00 110.17 67.72 100.53 1 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 / SAN Mid. A-1 D.B. 1083-50 D.B. 635-308 PLAT ' USE: OFFICE - ZONING: CO /- COMMERCIAL OFFICE / v, k GRAPHIC SCALE ( IN FEET ) 1 inch = 30 ft. 12, 00 ti co 00 M N s CC I N CD w Cn N N w i Lu J ® W Lu 0 Q U Lu LLI Lu ® W JLu ~ JQ CD CD N 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 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 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 -- +. I rrL �J 5' WIDE SIDEWALK w �. w -- - \ m 12„ D a --- -- \\ C17 . . i w\ o� m MAPLE m FTl '� - - - - - w - _ N20'5T57"W iHL, �� C2 W s `� II v O 65.6T i'~ I C) w m �c D r LIMITS OF PRIVATE - Em 14" p i 30' ACCESS ESMT. TMP 60-26AA C23 INE m '� �' - C7 DARRELL, JOHN STEWART, - Z i m �p C � � '77/�p� �f+* � ' � 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 AGNOLIA I DB.azao, PG.644 � • I f I nnn ICG 2 (TYP. r OF U LIC �; 20 WATER INE EASEMENT ^< I r ! AC VARIES, O 6D I / > MIN. 20 B. 05 -532) ` D 'U ( rr r • `� 24L ro m O r r 36" \ 27" DBL m C I S WIDE SIDEWALK r / SPRUCE I 1 A -H I r i8ACRE �^ MAPLE cED 0) m I f C oD y �VJJu v / o PHA0� w I � �. I � � 18^ GNOLIA v! � 11111111111111 C5 H1 o I { CG-12 (TYP. O 30' ACCESS € C6 -- `(� `o EASEMENT; MENT; TYP.m0z o L o O 13 � U I 0 0 oM `r o CG-12 (TYP. o 1�0 0 rn m ` AS N Cl PITTS, P MURRY CO COMMERCIAL MAP 60K PARCEL USE: RESIDENTIAL JAMES III & ALICE MALONE CO COMMERCIAL MAP 60K PARCEL USE: RESIDENTIAL 823.40' 1, PETER, TR OF THE HAPIN TRUST & DIAN TR OF THE DIANE Cl- CO COMMERCIAL OFFI 398.34 2E, KAREN L 2017 CO COMMERCIAL I :MAP 60K PARCEL USE: RESIDENTIAL FRI I� e'eiijME j (4" ACRES Z PAVILION PAVILION IV O 5'WIDE SIDEWALK r PARKING LEVEL FFE=607.67 PARKING LEVEL FFE=607.00 ® ` 00 ' m PHASE III PHASE IVC m i° TMP 60-26 �1 910 ' 0.282 ACRE ' 14" � v I NE D� I DRY SWALEA ?- I 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 1, 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 11 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 11, 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 11 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 11, 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 PAVILION II PARKING LEVEL FFE=603 33 PHASEE� IVB "E - OHE - - - RING LINE DELTA RADIUS ARC TANGENT CHORD CHORD BEA Cl 133'31'54" 75.00 174.79 174.70 137.84 S27°15'34 T.M. 60 - 25 ROSSER ASSOCIATES D.B. 1083-50 D.B. 635-308 PLAT USE: OFFICE ZONING: CO COMMERCIAL OFFICE IRON FOUND 0 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 3/22/21 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.2660-22{ & g F w 0 2: I D.B.3059-5k5) 0 I L o Z 0 Z 0 0 0 0 ILU 1v v 1 o a m / WJ I� F I z z � �Oc cc� cn ' � it VIRGINIA ELECTRIC & POWER CO PANY EASEMENT (D. 1 262-464) 20' SEWER E MT. =R DETENTION BASIN B OHE - - - OHE- 0 DB 1896 P.23 (plat) DB 738 P. 7/0") 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 'y w C-i Q M N N co ti N 1 N 0 wN NC W> LLl z J J U) Lu 2 C) LLJ U) iLIA - - Lu U) JLli Q 0 CD 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 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 CONSTRUCT70N 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 /I 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 KILL 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 SPECIFICATONS. 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 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 THE £N77RE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY Wl774 SUITABLE MATERIAL TO 774E SATISFACTION OF 774E ENGINEER. J. ALL GROWTH OF ]PEES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE EN77RE EASEMENT. OTHER TREES AND VEGETAT70N 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. --I I I I I r _ EXISTING CONDOMINIUMS I I I I - I I I J L APPLICATIONS T -Firelaoes XISTING WATERLINE -Driveways EXISTING CONDOMINIUMS } -Service Roads X 1 EXISTING PARKIN -Cart Paths EXISTING CONDOMINIUMS I '/ SPACE - Parking Lots I ` eAA - Running / Biking Tails "- _ " \ - --- 2 G EXISTI n` - Handicap Access to Recreation and Natural Areas (ADA) y - \\ ----- -- 3 EXISTING 4 PARKING -Beach Access . P ` ARKING SPACES I _ _ _ ,,•�°`= -Rvvads -- +) \q °.li °. ®-°" a^ SPACES I - Athletic Field Commons -� • --- - •\ \ _ _ X7 \ \ I o� - Roof Gardens - The applications are endless... ,_\o _ - - -\µ. SPECIFICATIONS --- - - - -- --- --- / CSI 02795 Porous Paving) If-E -- - - PRDDUCTMATERIAL - I Minimum 97% ost consumer recycled, P y INSTALLED DETAIL t, S �J 4 WI -- reinforced high density Polyethylene (HOPE). IDE PARKING & '- Ma - - - _ - - _ _ _ _ _ _ - ACCESS EASEMENT - - - - ximum 3% UV stabilization and coloring. q- 8 Filled with Sandy Loam Topsoil M DB._-, PG orAggregate) -- - DIMENSIONS faenerosiaiaanesamterme) y 1-3/4" Cell - Standard: 15-1/4'x 13-3/16'x 1-3/4' Sham Masonry Sand I C_ - ^ � " SYCAMORE I (39x34x4.5 cm)1.43 sf or Sand/Soil Mix ', (�-,RELOCATE EXISTING SIGN ]pieces=l meter sq Road ease (VDOT 21-A) 8" MIN. STONE. Large: 19-374"x 15-174'x 1-314" COVERING I 3 Existing Sub -Base BEHIND GRASS PAVERS I (5Ox39x 4.5 cm) 2.14 s1 30n 5 pieces=l meter sq I PROPOSED WATERLINE 'ED PROPOSED FIRE HYDRANT PAVER COMPRESSION DATA 30 PRIVATE Row \ I ARCHITECTURAL SPECIFICATIONS Materials and Installation Guidelines Materials (In order ofiarralraeion) 1) Porous Road Gage (As required for heavy traffic areas, i.e., fire lanes etc.) Sandy gravel mixture. Tha sand component should be a washed masonry sand. The aggregate may vary in size, but should not exceed 3/4'in diameter. Depth to be determined by site engineer. 2) Bedding Layer (Optional with an aggregate fill application) Washed Masonry sand. Depth 1-1.5' 3) Grassy Paver -Large 100% Recycled High Density Polyethylene HOPE, honeycomb shaped cell design, UV stabilized. god size.: 15-1/4'x 19-3/4'x 1-3/4' Area 2.14 sf gnh Weight 2.40 the, Color Green (standard), Sack, Brawn, and Granite available by special order 4) Fill Material With press: Sandy loam topsoil (60140 mix) or topsoil typical of locality as approved by architect. With aggregate: 3/16" minus crushed stone to 3/8' is ideal. Washed "pea"gravel is good adema6ve. for other fill acceptable materials (crushed brick, shell, rubber, etc.) contact 4K Manufacturing. 5) Grass used, Sad or Aggregate Installation Procedures 1) Excalate site allowing for thickness of all materials. 2) Grade subsoil and compact. 3) If required, install porous mad base material and compact to standards dimemrimd by site engineer. 4) Into) sand bedding layer on fop of subsoil or road base if used. Compact and level sand bedding layer. (Options; with aggregate fill.) 5) Insonl Gassy Pavers overbedding layer Assemble pavem using a bricklayers pagern to staggerioints. Use hand saw or reciprocating saw t" cut avers far partial pieces or to fit around objects in path i.e. bass p g P Pa P I P , curbs, lane markea, etc. 'Install EDG£MARKS'"' (if used) at this time. 6) H seeding, fill the paver with me topsail mature level with the top of the paver fdo not overfill) and water thoroughly. Reapply topsoil as needed to fill low spots in paver to maintain the raquired level. Apply grass seed evenly to paver area. Busing sod fill cells with topsoil to appropriate depth allowing for thickness or sod to be used, i.e., for 12"sob thickness leave 1/2' of cell unfilled. Roll or place mats teacher place, sat - units with water and press sod into place with turf roller Top mass low areas with sand dreadful. Win aggregate, fill to top of cell and compact with vibrzboryplate. 71 Mantan, installation with neerrof turfircumanavice (irrigate, fertilize, and mow). L`usedmsnowplowamas, set bade height at 2- above surface. 'EDGER IRKSTM White Marker Disks used to delineate Parking areas, Cartpaths etc Giad sem(itfdi " 6 x6 TEE & 6 G.V.ISTING WATERLINE I DESIGN ' PROPOSED 4" D.I. 5 EXISTING University of Southern Mississippi Polymer Institute ------ ONNECTION TO E Hexagon Calls each 2-1A1'x2-31B'with 1-5116• \ PROPOSED 4 D.I. DOMESTIC WATERLINE iREPAVE EXISTING DRIVE AISLE I I I base opening and 12"penmeter openings (hon- UNFILLED CELL TESTING j, �\ I FIRE LINE PARKIN CONNECTION TO EXISTING WATERLINE� AT EXISTING GRADE VAR. WIDTHzonalandverticaldramarge).178'cellwalland RbomTemperature(75tlegF) 84,2081bs/sf 3$532lbs/sf - - „nIAREA OF NEW FULL DEPTH V Reduced Temperature(-7 deg F) 154,294 lbscsf 77,538lbslst 6 x4 T.S.&V , 20'& VARIABLE DTH I PRIVATE UTILITY EASEMENT SPACES6 EXISTING base thickness (shenpth in tlesign not lillJ. PAVEMENT FOR ON -STREET PARKING - --VEPCO EASLML I PARKING 9'x2O'SPACES (TYP.) (D.B.2561-704 I DB.� PG. 5' AN_SWR CON IONSPACES WEIGHT FILLED CELL TESTING U `�Standard.., 1.61ba/panel RoomTemperature(75degF)GravelFill 164.303Ibalsf 111,7441bWsf `� EXISTING FIRE HYDRANT 20" RUCED I- -._r-_ I SAN. CO. OPAV.IV: INV=6gLarge: 2.41bs/panel Reduced Temperature(-7degF)GravelFill 227,212lbslsf 156,225111 PROPOSED 2" COPPER U U I TOP=605.76' PROPOSED 2" COPPER V.Robin Temperature (75 deg F)TOpsoil Fill B5,67416s/sl 82,8581bs/s1 " DOMESTIC WATERLINE PROPOSED 2 1/2" WATER ` DOMESTIC WATERLINE =5ReducedTemperature(-7degF) Topsoil Fill 223,864lbelsf 227,213/bslsf \ WHITE GABLES BE MAR POF OSED 10 SWM DarkGrs ao' METER . 24 LANE rl (� Dark Green Brown Granite and Black Load Cap abilities ofoilic, ov.r6,,.eded PROPOSED 4 D.I.I P BRICK SIDEWALK S 9• ITY ACCESS Complete test data available upon repuesG / \ \` ` - _ MHFIRELINE 10' WIDE PUBLIC \ PROPOSED 4' D.I. WATERLINE 30' PRIVATE ROW ( )(1) 4"x4e TEE, (2) 4" G.V. & T34n'WITH EDGING WAY UTILITY EASEMENT(P) BRICK SIDEWALK DB. PG.x(2)4"X2" REDUCER/ zo'ITH EDGING PROPOSED4" D.I. WATERLINE TOP MH 2 3 z ' E (1) 4ux4" TEE, (1) 4" G.V. & i ■ z g' (1) 4"x2" REDUCER ; % s - OUT 589.9 / I � 4 EXISTING � � 4 � � PROPOSED 6' D.I. r� � � � � � I 590.06' � PARKING SPACES a 4 � J W � 9 MAGNOLI w`r Z 6°t - - 0 2 LIMITS OF .. ". "-w " -" -._ - I ij Y� `F�-iL�4 4� Y� ' - - "` �� - �, R; ERTYCD = -- °° �rn� (� - I- s Z 1 3? O O \ N/ ry ' 1I °,° 10 5.67 O O i FDC (PRIVATE) NOTE: PROPOSED STACKED r PARKING SPACES ARE TO BE I 9 \ ASSIGNED TO THE SAME00 r RESIDENTIAL UNIT (TYP.) i l PAVILION PROPOSED 6" SDR 26 I GARAGE PARKING PVC SANITARY 29 PARKING SPACES (2 SEWER LATERAL FOR n v I I ACCESSIBLE, 1 VAN PAVILION V 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 r I AND COLLECT SURFACE RUNOFF I a0 FROM DRAIN BASIN INLETS ~ TYP. 9 LL r r �I e •... """-""-"""" ...._.. r r l u lie "4 2 PROPOSED 12'x25' %w wp°q@ w ~ m m ~ LOADING ZONE A In/ n 20 0 10 20 40 o `' n ( IN FEET ) 1 inch = 20 ft. PROPOSED 1" SM-9.5 OVERLAY EXISTING - PAVEMENT EX. STONE - SUBBASE ASPHALT PAVING - MILL/OVERLAY NO SCALE 2" SM-9.5 SURFACE COURSE COMPACTED SUBGRADE ASPHALT PAVING - LIGHT DUTY PARKING SPACES NO SCALE ` WATERLINE s b AREA OF NEW FULL DEPTH FOR ON -STREET AVEMENT T ° _ � _ ------------------- =EDGEOF', - - - o'I-- ,-. _ -- � SEWE f q SEMeN/ PARKING (P) BRICK SIDEWALK ; -� p PAVEMENT(TYP.) ��' oe I o� O O /1 WITH EDGING e I v ♦ // ■ • \ , r< e i i EX. SANITARY ■ -33' , 10 z733 ■ SEWER / e 4O 2O DC (PRIVATE) O 4O 2O DC (PRIVATE)-,r■; / i 5: -- ■ ■ . 26 6j A / 6' e ■ co ■ e m � N ■ N � �' � ■ •1 e E ■ ■ 9' ■ 9 DETENTION PAVILION IV PROPOSED 6" SDR 26 ; PAVILION II PROPOSED 6" SDR 26 BASIN B e PROPOSED ASPHALT DRIVE GARAGE PARKING PVC SANITARY ■ GARAGE PARKING PVC SANITARY ■ a ■ _ ■ e AISLE FOR UNDERGROUND SEWER LATERAL FOR e n 29 PARKING SPACES (2 SEWER LATERAL FOR ■ e PARKING 29 PARKING SPACES (2 ry ■ ry PAVILION II ■ ACCESSIBLE, 1 VAN PAVILION IV ■ ACCESSIBLE, 1 VAN ■ LENGTH = 170 FEET ■ ACCESSIBLE) LENGTH FEET ■ ACCESSIBLE) ■ INV. AT BLDG=596.0 ■ / e SLOPE = 4.0% ■ ■ ) e INV. AT BLDG=600.0 e CL ® ■ CL ■ / e 9 13 F 1 9' i• / i TYP. oo g' TYP. • `/ ;. / e 9' ■ ■ - y nL ALA ■ ♦ - . DRY SWALE A f, • % / i;..rr. ■.r.. rn . PROPOSED 2' o PROPOSED ASPHALT DRIVE ry AISLE FOR UNDERGROUND PROPOSED 12'x25' GRASS OVERHANG PARKING LOADING ZONE ADS NYLOPLAST YARD OH ROSSER ASSOCIATES -°HE -OHE DRAIN SYSTEM SHALL-aHE----OHE----OHE----OHE----aHE---GR£-�-- CONNECT TO ROOF LEADERS ZONING: CO COMMERCIAL OFFICE AND COLLECT SURFACE RUNOFF TAX MAP FO PARCEL 25 FROM DRAIN BASIN INLETS ♦ / USE: OFFICE ' \ Alp BASE COURSE (11vi WlD7N ) (VARIABLE SUB -BASE - COURSE/ ����,,,, % 4" CONC COMPACTED •. , SUBGRADE u i. ASPHALT PAVING - HEAVY DUTY 4" 21-A STONE BASE DRIVE AISLES CONCRETE SIDEWALK NO SCALE NO SCALE LEGEND PROPOSED MILL & OVERLAY VAR. WIDTH PRIVATE UTILITYEASEMENT PROPOSED PAVEMENT PROPOSED GRASS PAVERS • / / yp4N�.1G \ • / O/ / NOTES: �/ 1. ALL WATERLINES, SEWER LINES, AND FIRE LINES FROM THE e / 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 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 O U ZLU U) 111 O z z ■■��■ O LU \ IY U W ICOTTAR. Cb-LLINSI Lic. No. 035791,1- 3/22/21 AJ F Z LU 1 � O U Z O i U) (n C Of o - a CD w " r4 Q M N N M L9 ti M CYi N ® C U "7 r N W rn N N W >_ LU Ul Z LU U) IIIIJ LU ~ J<r'� (D 0 CD CD N U z LU G 0 LU Q LU z J 'I-^� fi V/ O~ CQ 06 �G V/ O LU J rQ V LU H� IPI JOB NO. 202187 SCALE 111=20' SHEET NO. 4 1 I SC0TT7R. Cb,LLINS� U Lic. No. 035791 I �� 3/22/21 ��' IO��SSIONAL E��ti� 1 U Z I ' I ► I I - - - -- -- -- - 0 0 1 �` (; II I I I L i 1 t I I � I i \ ♦ ` / 11 I I I I I 11 It W ` ♦ ` ♦ l i ' ♦ . 1 i / � 11 I i ♦ / �Ce . I - - - - - - --- --- / / / VAR. WIDTH 1 ♦ EXISTING DRIVE AISLE L ADS NYLOPLAST YARD ' ♦ �� TO BE REPAVED AT - - / SWM FACILITY & `\ I � ♦♦ ♦ � �, I / - - DRAIN SYSTEM SHALL _ / ACCESS EASEMENT 1 ♦ ♦/ `� E I _ _ __ SAN. CO. / CONNECT TO ROOF LEADERS I ♦� AREA OF NEW FULL ----- - ,-TOP-605.76------ _ -- I AND COLLECT SURFACE RUNOFF DB.J PG. m �- - - - ♦ DEPTH PAVEMENT FOR ` _ - _ _ _ - - _ _ _ _ _ _ FROM DRAIN BASIN INLETS / i.1 , 1 ♦ � ON -STREET PARKING -- - - - - - -- ,- ---- ----- _ l 11 F S z w 1 � o U 2 z z C) 0 i U) m of - o o - Q - 1 - - o r ♦♦ ♦ �♦ PROPOSED26'DRIVEAISLE • • r o N 0.06 0.30 \ � c) - ' ♦ ♦ - _ ••• ••• / 11 i - _ N 11 ••• PROPOSED 26' DRIVE AISLE ' _ - - - - f ■ - - - - 11 633� PROPOSED WALL ____' AEPTH P NEW FULL ■ EPTH PAVEMENT FOR ■ ■ o---- -----��------ ___� T� � 1 qs wEl? ON-STREETP�RKING 1 � ` A> - 1 64 � I •. ■ g � ■ � 0 1 � � 0 ?.. 8 - ■■ r I � _ - ■ � � - 11 /l 1 I 1 Y ■ ■ ■ ' I ��Yt � , �- YY - � ■ � � S94 oo Y 1 I TREE PROTECTION ' ,' e ■ •► 9. ,p 1 FENCING (TYR) I', BLDG TO ■■ ■ BLDG TO BLDG TO BLDG TO BLDG TO ' _ ■' B5 = 0.06 AC C 69 = 0.07 AC -- ;�\ - 9W 59°so �4 64-0.13AC 1 Al = 0.06 AC A9 = 0.07 AC izI -DETENTION- PA��L�ON i PAVILION �V �PPI - - - - - PROPOSED SEGMENTED ! BASIN B I \ \ J - - - -PARKING LEVEL FFE=6o7.67 _ _ - "GL-&V- L- F" -e6- - - - - - - - - - ■ - RETAINING WALL W/ 1 BLDG TO 3) , - - - - - - - - - - - - (PHASE 2) 7 / ■ HANDRAIL, MAX HT. 6' ■ �°o 1 PAR1CAf, �, _ = A3 = 0.07 AC I i � 1 ,. ■ ___.BLDG TO TW 596,BW 590,1 ii ■, i / 1 BLDG TO BLDG TO / BLDG TO B6 = 0.14 AC ■■ ■ - B8 = 0.07 AC 1 ■■ B6 = 0.07 AC s /I ADS NYLOPLAST YARD ' A4 = 0.07 AC ' 6o6.6 ■ ■ ■ - og ■ 1 DRAIN SYSTEM SHALL ■ ■ ■" ■FM ■ •, y ; NJ ANDOCOL COLLECT SOUR AOCE RUNOFF i • ■ i ■ i - - i • v l i f� / l FRO ' �■■ ■ ■I j �� i�,' ; / > M DRAIN BASIN INLETS 1 • ■ 996.E i i� / 90.00 , 1 i7771 - ---- -__-- ■■■■■■■■■■.■■■■■■i11 ____..______.._r�______________________________________________________ DRY SWALE A 6 -- -==�-------- `----- / \ \ -- spt____---_,; .■ �A�■1■■��■■■■■■■iiiiiiiiii ■■■■■ ■■■siiiiiiiii��iiiiiiii■u■ ■■■■■�Giiiii$ / ---- --- 4 ti■■■.. - ------ - - �„� uu \�____ • ■■■af■ ■■ _-_------------------------ --- _ _____ _____ ______ _____ ___ _ _ i o= `-------------- - - "'-------- = ---- ------ __ -------- �� .L 7� € € € w w `----==--- ■ i '� ♦ `c BASIN _-- ----- = ---- =----- - - - - - - - - -- - e 5 - it � T\N 596.o0� 7W 59fi ao �/' 3 q p p > ,wpppp pp �itiMiaYM�■�ti71t■■ / 595.00 � �W 596.°o W 90.25 • ` , � / qq � r � 3. e L � 'L q � 'LL Y� p � C.YJ15�W✓`L �UUL(V V5]Wl({U'�/MIIJVS �`1TWIWL �1/yy_ � � - - i � � "- 09' - � I� - �lnnttl` mnM`M9 / " - _ - ME- ------------- _ OHq ME- ' - - - -- - OyF- - EOHE n» 'h ` nm 3'rmrc( gym' nrrM mvm'h, , ROSSER//ASSOCIATES- - - - PROPOSED SEGMENTED -----/ - ---- ZONE NG: CO ,COVVERCIAL OFEIC�:" RETANING WALL W VAR.WIDTH; -- - - -- - - �'� TAX MAP 60 PARCEL 25 /----_-_-_---_ HANDRAIL, MAX HT. 8 • / SWM FACILITY & - - USE: OFFICE ACCESS EASEMENT /----TW=596,BW=590 - ' � ADS NYLOPLASTYARD DB.� PG. DRAIN SYSTEM SHALL DRAINAGE AREA DESCRIPTIONS Drainage Area Area (Acres) Cw BLDG VI TO Al 0.06 0.90 BLDG VI TO A3 0.07 0.90 BLDG VI TO A4 0.07 0.90 A6 0.02 0.60 A7 0.01 0.60 BLDG VI TO A9 0.07 0.90 A9 0.06 0.50 A10 0.06 0.73 All 0.05 0.90 A14 0.08 0.57 Bl 0.13 0.40 B2 0.01 0.75 BLDG IV TO B4 0.13 0.90 BLDG R TO B5 0.06 0.90 BLDG IV TO B6 0.14 0.90 BLDG R TO B6 0.07 0.90 B7 0.08 0.80 BLDG R TO B8 0.07 0.90 BLDG H TO B9 0.07 0.90 B14 0.16 0.41 B15 0.02 0.50 B16 0.04 0.42 B17 0.01 0.60 SWALE BASIN 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 I 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 INLET 605.75 12" ADS GRATE INLET All-Al2 8 18.00 1.99% 602.95 602.60 HOPE Al2 CLEANOUT 606.20 6" CLEANOUT Al2-A4 8 11.00 9.95% 602.60 601.50 HOPE A14 INLET 606.25 12" ADS GRATE INLET A14-A10 6 9.00 4.4394 604.75 604.35 I HOPE 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 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 I I CLEANOUT 603.96 6" CLEANOUF 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 1 592.19 1 HOPE Bll CLEANOUT 595.20 6" CLEANOUT Bll-1312 12 4.00 17.28% 592.19 591.50 1 HOPE B12 CLEANOUT 593.50 6" CLEANOUT 312-1313 12 16.00 34.38% 591.50 586.00 1 HOPE 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- OUT 86.84 0.92% 584.80 584.00 HOPE GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. CONNECT TO ROOF LEADERS AND COLLECT SURFACE RUNOFF • j / FROM DRAIN BASIN INLETS s • ' ,F mg / TREE PROTECTION \ - - - - - ' •• /r / FENCING (TYP.) 1 %•• VAR. WIDTH SWM FACILITY & ACCESS EASEMENT' DB._, PG. NOTE: ALL ROOF DRAINAGS SHALL DISCHARGE\ IN A MANNER NOT TO CAUSE A PUBLIC / NUISANCE AND NOT OVER SIDEWALKS. t / / / / POL Q M N o JOB NO. 202187 SCALE 111=20' SHEET NO. 5 Conservation Plan Notes: 1992 338 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 .. SW-.+' CORRECT TRUNK ARMORING 00 TRIANGULAR BOARD FENCE 10. TREE PROTECTIVE MEASURES SHALL BE THE LAST OF THE TEMPORARY EROSION CONTROL PLAN MEASURES REMOVED DURING THE FINAL CLEAN-UP. Source: Va. DSWC i \ � y. A/ y 2 30' PRIVATE ROW N OLI A sss A �F B C A ES VA IES; v v MIN. �I � I � It 36 1 I SPRUCE 1 AR � I \ 1 A t I �\ 1 I GN IA QP \ ACCE S I ` EASE ENT Ty I\ v1 Ind 6 HIS 9 IV 1 JDI �\ I 2 C \ I I\ 4 F \ 6' I ` 0; O ` I # Cp 1SI o \ \\ 1 PA 5 HI \ O \ 1 # I I I \ 1 \ \ \\ 1 I 31'IM 6 VC 11 IV I e + \ \ µ. � fi �mm mrc ram F A,,l v 1 QP TREES UP TO 4" CAL, SHALL BE STAKED WITH 2-2'x2" HARDWOOD STAKES. ��/ TREES OF 4" CAL. OR LARGER SHALL BE GUYED WITH 3 EQUALLY SPACED, TWISTED AND TURNBUCKLES. LOOP HOSE AROUND TRUNK. FLAG WIRES WITH COURVEY TAPE. REFER O FURTHERINFORMATION SPECIFICATIONS FOR GUYWIRES WITH RUBBER HOSE AND TURNBUCKLES 2/3 UP TREE 2"x2" HARDWOOD STAKES, ALIGN TOP OF STAKES MULCH SAUCER AMENDED SOIL MIX CUT AND REMOVE BURLAP FROM TOP 1/3 OF BALL AS SHOWN SCARIFY SUBSOIL TO 4" MIN. DEPTH COMPACTED SUBGRADE Tree Planting and Staking Detail Not To Scale Plate 338-2 Countyof Albcmade Conservation Plan Checklist - To be placed on Landscape Plans (Handbook. pp IH-284-111-297 for complete specifications) 1. The foliowinecm doll be slmwnon theolan: 9 Tremtobesaved; ® Limits ofeteaiit,(outside d,ipline oftrees to be saved); ® Locafion and type of protechvefmdng; ® crass enar�gea rerptirn�g vas weua orwaDa; Propomdtr chigmt di%beymdtheli Nofdmring. 2. 0 All trees W be saved shall be rn with print m ribbon at aheight eleMy visible to equipmmt oper . LI No adi s b inu Iffietree hmbemivs ectedmda raved aCo Im . B n8 e8 �8 P PP 63' ty Pecior 3. PosComtructlon Conference: � tree preservadm®d protection memwes shall bereviewed with the cowactm on site. 4. Epubmeca Operation and Stones: W be squipmm; veldeWa tragic end swinge of comtiuc¢on mmedals indudir,g sail shallnot be petmil[ed wihin the driplines of trees be saved. 5. Sot Erosion and Stormwater Detention Devices: ® Such devious shall not adveredy effect trees to be saved. 4. Fires: fl Firms are rot pem,itt 1 within t00 fcet ofIDe dripline of tray w be roved. 9. Tauk Malmiaha ® Toxic materials stall rid be slot 1 within 100 feet oftbe dripfine of bees w be saysl. S. ProteetWe Fendne: ® Trem to be retained within 40 fee[ofa sect bwldiv or activi shall be tectedb fmcin. Prow g �d ry Pro y S 0 Fmci�shail bein place mdehall be inspected and approved by aCoudy]mpector prior to gadirg mcomtmcfien. 9. Tree Wdk: ® submitted submiteundlevel must be raised within the dnphne ofahaew be saved,atree wall shall be provided mdammtiuc8on detail forf approval. 10. Tree Walla ZI Whmthegmdlevelmustbeloweredwit Wedplineatreewbesaved,atreewallsb beprovided,a acomtruction&mil mbtmtted for approval. 11, Trenching and Tunnellnm fl Wheralnengisrequiredwithindlimitstedear,itshrillbedonemfa awayfiom thencW oftreeampof�&rrMs. rig order slags tree slmd be m�dered m m altestmlive when it is mtidpated Sint necessary trenching will destroy fceder coda. 12. Clete 131 Pmteative fencing shall be ibelmt itch removed dmM the fir dl up. 13. Damages Trees: Ld Damage trees shall be heated immediately by pouting fertiliat oroNermelbo&mcormn Mbyatreespemia t NOTE: ITIS EDEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ONTREE CONSERVATION REQUIREMENTS. 11/30/2020 CONTRACT PURCHASER SIGNATURE (DATE) 5/1/06 Pete 1 of 1 NOTES- 1. ALL TREES TO BE PLANTED SHALL MEET THE SPECIFICATIONS OF THE AMERICAN ASSOCIATION OF NURSERYMEN. THE PLANTING OF TREES SHALL BE DONE IN ACCORDANCE WITH EITHER THE STANDARDIZED LANDSCAPE SPECIFICATIONS JOINTLY ADOPTED BY THE VIRGINIA NURSERYMENS ASSOCIATION, THE VIRGINIA SOCIETY OF LANDSCAPE DESIGNERS AND THE VIRGINIA CHAPTER OF THE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS, OR THE ROAD AND BRIDGE SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTA77ON. 2. ALL SITE PLAN77NGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT- THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT J. THE LANDSCAPING PLANTS AND TREES ADJACENT TO THE SIGHT DISTANCE TRIANGLE WILL NEED TO BE MAINTAINED IN THE AREA BETWEEN 2' AND 7' ABOVE GROUND AS CLEAR ZONE TO PRESERVE SIGHT LINES AND ACCOMMODA7E PEDESTRIANS. LANDSCAPING CALCULA TIONS. TOTAL PROJECT AREA 228 AC): 99 317 SF CANOPY REQUIRED 207: 19,865 SF PROPOSED NEW TREE CANOPY 40,351 SF EXIS77NG TREE CANOPY TO REMAIN 0 SF TOTAL ON -SITE TREE CANOPY., 40,351 SF LANDSCAPING PLANT SCHEDULE SYM BOTANICAL COMMON NAME SIZE CANOPY (sf) QUANTITY COVERAGE (sf) TREES QP QUERCUSPALUSTRIS PIN OAK 3"cal. 1 471 10 4,710 BN BETULA NIGRA RIVER BIRCH 3" cal. 535 2 1,070 ASL ACERSACCHARUM'LEGACY' LEGACY SUGARMAPLIE 3"cal. 195 1 195 AR ACERRUBRUM RED MAPLE 3"cal. 452 6 2,712 UNDERSTORY TREES CF ARNUS FLORIDA'APPALANCHIAN SPRING' APPALANCHIAN SPRING DOGWOOD 13"ca1. 1 124 1 9 1 1,116 PY I PRUNUS YEDOENSIS IYOSHINO CHERRY G-T ht. 99 4 396 EVERGREEN TREES MG MAGNOLIA GRANDIFLORA' 1TTTLE GEM' LITTLE GEM MAGNOLIA 6'-8' HT 1 82 1 15 1 1230 1V 1 UNIPERUS VIRGINIANA'EMERALD SENTINEL' 'EMERALD SENTINEL' EASTERN RED CEDAR 8'-l0' HT 27 26 702 SHRUBS Ind ILEX x'MARY NELL' MARY NELL HOLLY 24" ht. min 97 5 485 IV ITEA VIRGINIA'HENRY'S GARNET' HENRY'S GARNET SWEETSPIRE 24"ht. min 64 56 3,584 IG ILEXGLABRA'NIGRA' NIGRA INKERRY HOLLY 24"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 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 1D ILEX VERTICLILATA'JIM 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 ICOTT/R. Cb-LLINS� Lic. No. 035791 i� 3/22/21 "Ai �■E z S z w 1 � o U z O i 1n U) Of - o O - a SYCAMORE \ I i1 30 20' SEWER SMT. SPRUCE/CED I I DB 1896 P.2 7(plot) I DB 738 P. 3 3(plot) Imo/ � --------- ( WQ h NM 20'& VARIABLE WIDTH 2 QPVEPCO EASEMENT \ 20' WATERLINE I (D.B.2561-704) I �_ EASEMENT I 1 20" SPRUCE -- ----mod_ _ _ SAN. CO. D.B. 3059-532) - T02-605.76' - / a WHITE GABLES LANE \ 24 30' PRIVATE ROWDBL v --- -' CF 0) APLE CED -- � o � - T=59�,27' L9 V_ _ MH. A-3 ti M 2T- q 1 PY --- __ - -`aw � (/ _ - ---- • B��-MO MO - MO MO - �M MO - MO - 0 M s - MO \M�' `- ' --- ' \ # 1' � �'rY-ii-•YmilAiflluF�ii��G � ���' oa'���q � l.g�,1 � Q- V � ° � �wr�'� ©'�� 4E3 '�� O° _ - __ e+ s - • _ Q�� ��4�, ';. •' �� • �a� IRKING LEVEL FFE=607.67 (PHASE 3) v \ \ :1 CIF JI Q 1 12 1GVI'I , 1-' I 3 Cs'---I1 ICI W DETPAVILION IV 1 k � w 1 1 PAVILION II / i i((� / I BAS�N BION H Z 0 / 1 / _ PARKIGVEL FFE=6o333 , 1� I N J 1--1 PAiFKI (P LEVEL FFE-6o7 ob 1 jP1 ASE i� / / / (PHASE z) / 1 Q l f 23 CS 3 H / /` 0 z l 1 \ LL Q ' 1 CF Y U 1 / 12 IL 11 I1 13 F , 8 I G '1 F /' 3 S ' I / 5 IL 7 FIG VC �� 41VC 7 FG 1 CF IL 3 IL �1 VC 4 G - - z Q 8 HQ ♦ _Vj I I / Z) U) z I • - - - RY ALE A en T r. ilk 00 Gl i / - - 1�Af__ OH E RA OHE Q�9HE 26 JV 15 MG ROSS � 7,ZONING: GO OFFICEOF, ' - l I �V TAX MAP 60 PARCEL 25 ' - - - - - Ar / ~ USE: OFFICE - - - Q J Q DOUBLE STRAND #12 GAUGE WIRE TH RUBBER HOSE & TURNBUCKLES WI - \ _ \ \ ' / Hl + / r -BN / i / - I k (�`l 2"x2" HARDWOOD STAKE YpDN6iIe \` /l O CUT &REMOVE BURLAP FROM TOP \ .- - - i / (N �58 ..y 1/3 OF BALL AS SHOWN SCARIFY SUBSOIL TO 4" MIN. DEPTH k MULCH SAUCER i J FINISHED GRADE ' k k 1 CS '-' r TREES UP TO 4" CAL. SHALL BE STAKED. TREES 4" CAL. OR LARGER SHALL BE / W GUYED WITH 3 EQUALLY SPACED ' k TWISTED, #12 GAUGE WIRE NTH HOSE / / "; d AND TURNBUCKLES. LOOP HOSE SAN' MH. A-1 JOB NO. AROUND TRUNK ABOVE BRANCHES _ - / / / k "hJl AS SHOWN, FLAG WIRES WITH- COURVEY TAPE. REFER TO SPECS GRAPHIC SCALE 202187 FOR ADDITIONAL INFORMATION. / / / / AMENDED SOIL MIX 20 0 10 20 40 80 1 SCALE COMPACTED SUBGRADE _ "' / I. I .p If_2f 1 0 ( IN FEET ) / SHEET NO. 1 inch = 20 ft. 6 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 18" MAGNOLIA b � L— rd NEW STREET LIGHT HEIGHT TO MATCH EXISTING STREET LIGHTS 15 0, 5 011012 1 01 14" S UCE.0 1 0.4?I�; 112 EO 0.4 0.2 0 0 019 0,7 0,5 012 0,0 PAVILION 0. PARKING LEVEL FFE=607.67 (PHASE 3) 0.0 0.0 r4 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 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" SPRUCE/CED EX. STREET 0.9 LIGHT 05 1,7 0.9 0,4 0,51 0,4 �J�/v 20" SPRUCE 012 0.7 1,9 O 24" 1.4 0.5 0.5 0.5 010 27" DBL. 1,9 MAPLE" CEDARL /�9 n n % 1.0 2,1 2.3 2.7 3.0 3.5 3.5 ,n n 3, 0 0.0 0.0 ).0 0,0 0,0 3,1, NEW STREET � 2 LIGHT � 1 ' 211ni 6 1,9 2,1 PAVILION IV PARKING LEVEL FFE=607.00 (PHASE 2) 0,0� 0,0 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 1 1 110 2,1 2.4 3,0 2.7 3,5 0 MEE 0.8 0,4 0 2,1 EASEMENT 3.2 Uo PAVILION II PARKING LEVEL FFE=6( (PHASE i) 0.0 0,0 0 Z `lI I Off, G� �C7 SCOTT R. LLINSZ Lic. No. 035791 a p 3/22/21 20' DRAIN DB 1896 P.23 OB 73- P. 3 0 c? N o,o H M z 0.5 / � LJJ 0.4 0, 4 0' S Ex. ST ET LICyHT 1 0 01 0.2 0,0 (N C) 0.9 rn z 0,8 0.7 W N Lu 211 110 0,5 0,2 w < Q 2 1,7 Ld z J 9 �,5 0.0 -1 Q U w 1 Lu 2,1 1,9 2,6 0.9 0, 0 O 0 J 1--I z I Q U) Q 5TRE�T I 0. 0,4 / 0.2 010 U a Y Q � LU c J W w MJ LLI W Q Jw L J Q = 0 O O N Lu 0.0 V ~ / w Lu w LO / JOB NO. 202187 / SCALE 1"=20' / SHEET N0. 7 6-314 Lanterns GTE LSTERNIIEgili 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 White 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 - 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 metal halide shell Spring loaded con : M ire all tact. HID etl u baseIse rated porcelain socket Nickel dated shell, sprang 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 tall, high Omer factor thermal protected ballast, standard. Die -cal N 1 ballast box indutletl with metal halide ballast. LED: 1 wag r 3 was Lens,p warm white diodes 12" Spike Available with l am argil p beam angle lens, projected through the the t maximize the light output and performance. Integral inns to rend drze inverter and driver.Coed with a variable Input vage oltnging from 120V to 277V. Consult tackrry for color changing or rT7 multi -color combinations. Finish: Five doge preparation process NId includes dlromdn Die -Cad ballast box mnversmn 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 Spread 42068 - Specifications - GE Commercial Lighting Products 0 WORLDWIDE PARTNER F_ SrrE SFARCH fc Corc_L;mcr & I:idustriGl IL r, It ,C] Page I oft HOME •PRODUCTS EDUCATION I RE. -SOURCES LIGIiflyi APPLICATIONS Where fo, Buy I FAOs I Contact Us I EloeNei 42068 — CMH39UPAR20FL25 GE ConstMColo14D PulseArIX^i CMHO Ceramic Metal Halide PAR20 GENERAL CHARACTERISTICS 1 Lamp type High Intenstry Discharge - Ceramic More Halide Bulb PAR20 Base Medium Screw(E26) Wattage 39 Rated Life 10000 hrs Bulb Material Hard glass Lamp Enclosure Type Open or enclosed fixtures (LET) Additional Info Ballast lhemtal proteCikln, UV coniml PHOTOMETRIC CHARACTERISTICS Initial Lumens 21DO Nominal Initial Lumens 53 per Watt Beam Spread 25 ° Center Beam 7500 Candlepower (CHOP) Color Temperature 3000K Color 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 Reslad 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 Applicafiou/Segment B OCITU ea • Contrzdar I,Ightfn5 • Restaurant I ughrng Sell Sheets • GE Coy%mnICo1old9CMHp Lamp, 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 nvw for strength. tensile high . 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 strength Rod to ensure high capa- city heat sinking of ballast temperatures. Keeping the be] - last cooler and ensuring long life. The ballast mounting plate shall be cast aluminum and provide tool -less removal from the housing using 2ea finger latches. ELECTRICAL Fixture shall be U.L. or E.T.L. listed. H.I.D. ballasts shall be high power factor with lamp stalling down to —30 degrees C. Medium base and mogul base porcelain sockets are 4KV rated. The bal- last /socket assembly shall be pre -wired when ballast is located in the fitter. All compact fluores- cent (PL) ballasts shall be instant scan electronic with a starting temperature of down to 0 degrees R They shall have a 4-pin socket to accept quad or triple tube )amps. FIXTURE HOUSING The fixture shall be 16" wide (171/2" 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-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 M5805B0 MAIN STREET NIGHTSKY'"STRR-SHIELD" Roof Optics distribution shall be delivered by multi -segmented SERIES roof mounted Together 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 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 BIG . • 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' • HP82501MOGIEDI8 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 2501 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) a5OHP5d,a dbleasl2nor277 with ballazb 20D warts and over Wroam vapor Ne ad ,LAMPS Select from list Wholly OthirpedaladM indepaon lamps arteekbble. DIED base only when usedto ' Medium base lamp only, E012. Muse leap rRE3G, RE5G or FHG olds, only. Its set .0, 'SNndardodear. for Cooked HID 'CIE0003Models'. Madiambassfor HPsaMHIED17eny). •7yya POend EOLens.d Rodlimikdm "ConaualaDkory lamps add G ArpVCIMED), Ormogulbazefor HPS(EUISsirt orreaulaesebr MH 476wanmv.1fiehyweRaposelees r .,aWbn MBdieeleass pokeaelaeaN (EC28 only). REeGIREa eyllO Rod Oprioa all UTERNBElkG 555 Lawrence Ave. Roselle, IL 60172.847.588-3400 • Fax 847-588-3440 LIGHTING wound. sternberglighting.com Email: info@stemberglighting.com t ,STERNBEPG FIXTURES I OPTICAL SYSTEMS few tarAw ,aw Alzak Disc RON R2 3art�s \ uo° L0.7•S Cie GOa'N Cie' 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; •ALyItL— A�- — u /3 BD14 BDIS 16 /7 Fits 3" poles Fits 4'poles Fits 5'poles Fits 6"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 —lei• —11, I I i z1a: 17, O� ,9 m OP (4Ma oow80wxrt Arm) 7 47srs TASCR 'f e7e t—fez:—T I�IB4r�Y. �[—WV� —) pe I U�III 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 S R03H (-, US805A0 ) Type 5 fi OSH-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 morethan 5 footcandles. The electronic button type photocell is instant on and a 540 second turn off and shall turn on at 1.5 fwtcandles with a rem -off at 2-3 fnoicandles. Photocells are either 120 volt or 208 thin 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 Qtr 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' Buming Position: UNNERSAI Leave m438SIX•Ja 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: Tree O ^ i UGH TIMG Fixture: � p°"`t SCOTT R. LINSZ FC W3052 FMM52 Exterior Decor fixture Is a 10 inch round, IP65 have, ADA Compinnl, easy 0 — toimlellfdurethat has animpalresistant Ions and nice options tomeet hedesign U Lie. No. 035791.'a requirements of your building. This round face can be ceiling, wall a surface mounted. ® �110 3/22/21 w� CSaslnArAT E�Gl H I dimensions 10.4A x4.1"Deep weight 41os (lousing Marine gr ,conabn resistant, heavy gauge laJl pressure die-cast Mminum; Caidde stainless steel Harper reaidala hex head sacketarows lens Impact resistant, UV stabilized, white polycarbonate diffuser mounting MounRdireesy 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. Suilzblefa intdamp entry laatbn application,witheMnd siliwne WaetNualoulcontaminmby finish Sdstagamemiral amphosphateconvemionpre-twhnent. Nl"eupmw rwdfhish, l8pm Min., 5000hrseltspreyteent to Bi T7)wmpliM wb Florida IANNA21N4specification. 1' color is peratum 27WK MMK MOOK 4000K town output INTO Ire i 11001m 118001m 121mm lifefime > 70,000 boos I L70 a better color consistency 3SDCM/stadard85CRlI phom1:90CRI operating temperature -13°Fto1M°Fh25TIp4fi junction temperature 73°C0P 25°C warranty 5-year limited wmmnly(refer to websaefor detdld input voltage UnMasal 120277VAC I Optional: 347VAC jintegnq power supply Integral Cities 11,ebdrinic high -poweriector>94%0120V cerfiications ETUCER Listed, CEC title 24 JAB complantfour DO Wl ccmpliasl standards UL 1598/ CSA C22.2 No. 250.0-Cities 1/IES LR-79IIN-80 power consumption 43WO 120V-277V jMeximar dimming SWKW 0-10V H%) I Optorm: ELY(129V na l I DMX(mmate only)/DAL remote only) 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 prolurtuttc¢Nb[segrsmenf mFCLgM1eip fermeanC contlAlans. FCC Sens LyIIM¢r LlgM1bereeylncerMen1pmdured In mrllllrusirenumcfuing faclllry. r'vIx IS Commetdd Lghtlm Marsableas Smse1982 Specification Sheet 0&Ilitl See Lumhves 3609 Seval Pre •n. Chants L• W174 I IdgMlg rem 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 Due: mounts flush to surface and is included wiaf6Mre 2.75' 3.5" I35'or2.75"Im... t.,dW.Gr Ouemmnfinuous Oa.el"pmemand Imporemen6, slecAlvallers am vbjzvttocnangewitlwuf mOw. FCLgnang mwmsthe rigbllovhnge lab fatdetalsorspecXlvaliorswilbON notice. errW.yvecmbbWagrym I r nLkbdig iumsand«ndians FCC Sarlm tyll rUgmaam englrermdaM padurad In our IIIIMa manulauuringhalay rimComnaca LOS, bUlmoam'Slnle 1902 Specification Sheet ®Sous Slate LumlPNve d8 oowrsm Are• 9. Olabes L• 60174 miglbll.wm I yCD)o.V30 AG-DH-12120 GE current 6ININAI M ALACHRISIIC% Base Description arm Sbverern C-degreeslsi 351 Reeki PiNR'g-In OIMTempatatere C-nocturnal 50(1 Ismp[ndimmeTypernt Ereaved removes, CMIDgrWCUa30312 Morals,-nmgm pxrrlmn lm IT IM5 Rated Up Hours nominal 16500h mMFrisheverd Colas Clear MeraryCoraem EMEAONLY 48 alMMatanal Marc Ino4uttTechrlology Hgh lrxensly Discharge Loor no 1 Lne4fYears Requesled swore Carle, Rave G12 In Shape TIS _ Meanwmemrlmlml 2300m ay Nominal Lumensyer Watt 871m A Initial Lumersnominal 3400m Color Rendennglndex Cm 84 UpFTemTreraWle taxes ION Prouro a 20153 Io,simm n U.UH UVCUBWG12 NuxruOve UritOnspere EACH Standard edomemandty 1 Eni MI W201537 SlaltlaN Package GTIN 0"3l rB20l537 Ho OflMmsnr Sales unit 1 NOONIemsPa'slaluaN Patlage 1 sales unit Eadr UCL OCIM201537 NWmOveunn OTh4avre CASE SmMard ReckaGanuandw 12 Eon UPC Ml M20l537 SUMadPackage GTIN 10043168 201534 No OflmmsPa Sales unit NDOf HemsFbrSMtlaN Paduge 12 Sales um, Care UCC 00IM201537 uaeteter 0.56H I iCenla IemOi 101111 22in Beer Lesson \ Umrersalmrningpod0m wordelOnearroormood 2mhr Fa'f.I Fsagy CoSt'dFlosse 40 R mdp a (Woup 39W WARNING Thelon, comeause salsas adnbum ant eye arfammatien Ran smp a ulValioetrafraYm Romer ermareps ofine lamp lsbrokenor pu.mdr brut are all be mndntaestaapaate. Do mtmewhele pedpke 111 f re Nan r minutes unless adequate Hydrogen oNer fewvumuuwsareused.Ceruh WmsoflampsdlatWllauW ad[aIy dn91is11'rt'hen Neouwemelopeisbrokenor puncuredameemnernally available. YaitLLN FDAwebste ramaeinfor,rellon. hLLpJ/www.NagwlMrf✓ratlhazlm/pmtluct✓urbunallUrl Gaaden Lamp may abatler and cause may abortion Do not use excessive route wben Immillm ion Donmt lamplfoutagla Bi mtmedabraen. Z 0 H d u ZLU LU O� Z Z 0a 0 a1 > i LL T LL W W Ul z J J U ZZ W E O U O (n Uri W LY 0 0 Q w F- F U ~ W w w d (n JOB NO. 202187 SCALE NA SHEET NO. 8 m C