Loading...
HomeMy WebLinkAboutSDP201300045 Letter of Revision Letter of Revision 2 2020-10-28COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Road, North Wing Charlottesville, Virginia 22902-4596 October 28, 2020 Chris Sonne 1009 Shepherd Street NE Washington D.C.20017 VIA EMAIL TO: chris@naturalresourcesdesign com, matt.wilson@socaspot.org, dou2a,saeebuildconsultine.com RE: LOR #2 for SDP-2013-00045 — SOCA Fieldhouse Minor Site Plan Amendment #1 Tax Map/Parcel #062A3-00-00-00100 Dear Mr. Sonne, This letter is to approve as a Letter of Revision the site changes proposed at the SOCA Fieldhouse on the above referenced site plan, as shown in the attached plan and letter dated July 10, 2020 (revised September 9, 2020). The approved LOR drawings are dated July 9, 2019, last revised September 9, 2020 with a County stamp and approval date of October 28, 2020. There are no other changes to the approved plan proposed. This is the second (2"d) Letter of Revision for this site. Three (3) Letters of Revision are allowed, after which all required changes must submitted in the form of a site plan amendment. Sincerely, ��� �(�( Lr'i �_i _ Cameron Langille Senior Planner II bangille@albemarle.org Phone: (434)296-5832 ext. 3432 Attachments: Request Letter Approved LOR Drawings Natural Resources Design an ecologically focused design firm Woshingron DC Rebecca Ragsdale County of Albemarle Department of Community Development 401 McIntire Road Charlottesville, VA 22902 RE: SOCA Fieldhouse Project - WPO201300056 Letter of Revision #2 Ms. Ragsdale: Civil Engineering Landscape Design 1009 Shepherd St. NE Washington DC, 20017 202.489.6214 www.NaturaiResourcesDesign.com CBE# LSR80160022021 July 10, 2020 The following revisions have been made to the approved site plans for the above referenced project: 1. The sidewalk along the southwest side of the building (adjacent to parking spaces 1-16) is being moved away from the building and to the curb. This change reduces overall impervious area and improves access from the parking spaces to the building. 2. The grading along the front (south) corner of the building is being modified to maintain a flat grade across the front of the building. A small retaining wall (30" or less) will be used to accommodate the grade transition from the main building entrance to the parking spaces along the side of the building. 3. We have modified the landscaping tree selection along the front of the building to replace the 3 Sycamore with 3 Pin Oaks. 4. We would like to eliminate parking space #16. There is currently a pad mounted transformer in this location, and we would like to leave it there. This would still leave 66 parking spaces for the project (60 spaces is the minimum required). 5. A standard access door is being proposed adjacent to the rollup door access into the building from the lower parking lot. This would result in replacement of approximately 160 sf of turf with concrete walkway. Note that the overall site impervious would still be less than currently shown as a result of the sidewalk changes described in Item 1 above. 6. The site lighting sheet (originally Sheet 9) for the project has been revised (now sheets 9A and 913) to reflect the previous changes to the site and building layout. 7. The concrete sidewalk and steps along the North side of the building has been modified to consolidate the steps into two groupings at the bottom of the slope. Four copies of the site plan showing the proposed changes are attached, as well as the Letter of Revision Form and associated fee. We look forward to working with the County to resolve any issues that may result from these changes and to expedite the final review and approval process. Sincerely, 49Ae- Christopher Sonne, P.E., SITES AP Civil Engineer CC: Matt Wilson, SOCA Doug Lowe, SageBuild Consulting 21Page Natural Resources Design an ecologically focused design firm Worhingron DC Cameron Langille Senior Planner II Albemarle County Planning & Zoning Via Email Civil Engineering Landscape Design RE: SOCA Fieldhouse LOR #2 for SDP-2013-00045 Dear Mr. Langille: 1009 Shepherd St. NE Washington DC, 20017 202.489.6214 www.NaturaiResourcesDesign.com CBE# LSR80160022021 September 9, 2020 The above referenced Letter of Revision #2 has been modified in response to your review comments. Specific changes include: • The revision blocks for each sheet have been changed to reflect the specific LOR #2 identification information. • The lighting plans have been revised to provide the correct light loss factor. • The revision date has been added to the drawings. If you have any questions or comments regarding this information, please contact me. Sincerely, 4l9� Christopher Sonne, P.E., SITES AP Civil Engineer CC: Doug Lowe Matt Wilson General Grading Notes General Utilities Notes \ \ 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PERFORMING AN INDEPENDENT 1. CONTRACTOR TO COORDINATE UTILITY LOCATIONS WITH ARCHITECT (i.e. CABLE, TV, GAS, EARTHWORK GRADING ESTIMATE WHICH WILL SERVE AS THE BASIS OF ALL CONTRACTUAL ELECTRIC). OBLIGATIONS BETWEEN CONTRACTOR AND OWNER. OWNER TO NOTIFY ENGINEER OF THE 2• ALL UTILITIES MOUNTED ON BUILDING TO BE LOCATED AT MINIMUM HEIGHTS ALLOWED BY I TIE IN 0 EXIS IN \ OUTCOME OF CONTRACTOR'S EARTHWORK/GRADING ESTIMATE. SERVICE PROVIDERS. ALL MOUNTED UTILITIES SHALL BE PAINTED TO MATCH BUILDINGS. WATER INE H E CONTRACTOR TO COORDINATE PAINT COLOR WITH ARCHITECT AND PAINTER PRIOR TO I WITH 12" X 8. TS&V 2. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY ADDITIONAL FILL MATERIAL THAT INSTALLATION. I 11.2 BEN MAY BE NECESSARY IN THE COURSE OF CONSTRUCTION AND SHALL BE RESPONSIBLE FOR I I THE DISPOSAL OF ANY EXCESS MATERIAL FROM THE SITE. ANY SUCH EARTH -MOVING 3. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA I ACTIVITY IS SUBJECT TO THE APPROVAL OF THE OWNER AND ENGINEER. REFER TO STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). I I EROSION CONTROL PLAN FOR NOTES REGARDING FILL MATERIAL. 4. ALL UTILITY PEDESTALS NOT MOUNTED TO THE BUILDING SHALL BE PAINTED TO MATCH ELECTRIC TRANSFORMERS. CONTRACTOR TO ENSURE REFLECTIVE ID MARKERS/CODING ARE l S\ 3. UNLESS OTHERWISE SPECIFIED, CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ROCK NOT PAINTED. 12" VEIRTICAL BLASTING, RIPPING, EXCAVATION, TRANSPORTATION, PLACEMENT, COMPACTION, EXPLORATION SEPARATION TO BE AND DISPOSAL. 5. TRANSFORMER PADS TO BE SUPPLIED AND INSTALLED BY SERVICE PROVIDER. PROVIDE BETWEE WATER LINES AND STORM 6. ELECTRICAL ENGINEER TO DESIGN SERVICE TO ALL EXTERIOR LIGHT FIXTURES AND PRESENT DRAIN. A S0, INSU TION 4. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE CONSTRUCTION LIMITS OF PAVED TO BE POVIDED AREAS AND REPLACED WITH SUITABLE SOIL. SAME TO OWNER, ARCHITECT AND ENGINEER FOR COORDINATION AND COMPLIANCE WITH DEPTH 0 GROUN OVER SITE IMPROVEMENTS. IS LESS TAN 3 FEET. / 5. ALL SITE GRADING AND DRAINAGE CONTROLS SHOULD OCCUR WITHIN THE CONSTRUCTION 7• ALL ELECTRICAL CONDUIT SHALL BE PROVIDED BY SERVICE PROVIDER. SERVICE PROVIDER LIMITS INDICATED ON THE E&S PLAN. SHALL PROVIDE PULL WIRES TO CONTRACTOR. CONTRACTOR SHALL TURN UP AND CAP ALL 22.5%BEN CONDUITS. D / 6. SWALES OR CHANNELS SHALL BE PLANTED WITH ANNUAL RYE GRASS TO STABILIZE AND � 8" DIP / CONTROL SOIL EROSION; ASPHALT AND OTHER IMPERVIOUS MATERIALS FOR SWALES OR 8. GAS SERVICE TO BE INSTALLED BY SERVICE PROVIDER. GAS METERS SHALL NOT BE CHANNELS WILL NOT BE PERMITTED. LOCATED DIRECTLY UNDER ANY WINDOWS (IF ANY). BELVEDERE \/\ 7. UNLESS OTHERWISE SPECIFIED, FINISH GRADES AT BUILDING SHALL BE A MINIMUM OF 9° CONTRACTOR TO COORDINATE UTILITIES WITH LANDSCAPE AND LIGHTING PLAN PRIOR TO VILLAGE FI 6-INCHES BELOW GROUND FLOOR INTERIOR FINISH FLOOR ELEVATION (FINSTALLATION. FE). GRADES SHALL GREEN 6" GV DRANT SLOPE A MINIMUM OF 5% AWAY FROM STRUCTURES TO A POINT WHERE EITHER 10. CONTACT ALBEMARLE COUNTY FIRE MARSHAL'S OFFICE FOR THE LOCATION OF THE / PROPOSED/EXISTING GRADES. A DITCH OR OTHER MEANS OF ADEQUATE CONVEYANCE REQUIRED KNOX BOX. 8"x8%6" TEE, 8" GV &,PLUG CHANNELS SHALL COLLECT AND DIRECT RUN-OFF AWAY FROM THE STRUCTURE. A -DETAIL LETTER 12 - SHEET NUMBER 1" CO T R METE t \ 1OPP/tR SERVICE GV I I � 6' RADIUS (TYP) BELVEDERE BLVD. General Site Drainage Notes Natural p _7LLNE_ •-- -M- I- M-_ 1. REFER TO ARCHITECTURAL DRAWINGS FOR ANY DRAINAGE DETAILS WITHIN FIVE FEET OF THE BUILDING FOOTPRINT. Resources V)zI 2. UNLESS OTHERWISE NOTED, ALL ROOF DRAINS SHALL BE TIED INTO EXISTING AND/OR w I of 1 PROPOSED STORM DRAIN SYSTEMS. COORDINATE INTEGRATION OF SYSTEM AND Design wt- IQ- I o STORMWATER MANAGEMENT SYSTEM WITH ENGINEER AND SITE CONTRACTOR PRIOR TO OF THE STRUCTURES.an ecologicallyfocused design firm IICONSTRUCTION O I3. STEPS FOR INGRESS AND EGRESS IN ALL DRAINAGE STRUCTURES SHALL BE IN9, Washin ton DC I I I ACCORDANCE WITH VDOT STANDARD ST-1. ALL DRAINAGE INLETS SHALL HAVE A 2-INCH cai I LOCAL DEPRESSION. !' ST I �X 4. STORM DRAIN PIPE LENGTHS SHOWN ON PLANS ARE MEASURED TO THE CENTER OF 1009 SHEPHERD ST. NE \M� I w THE CONNECTING STORM DRAIN STRUCTURES. PIPE LENGTHS INCLUDE STANDARD VDOT WASHINGTON DC, 20017 I END WALL SECTIONS WHERE APPLICABLE. 202.489.6214 1 5. STORM DRAIN TOP ELEVATIONS SHOWN ON PLANS ARE TAKEN AT THE CENTER OF THE www.NaturalResourcesDesign.com a 3 INLET BOX. - - CBE# LSR80160022021 TOP=495.7 6. ALL SPRINGS SHALL BE CAPPED AND PIPED TO THE NEAREST DRAINAGE DITCH OR DRAINAGE OUTFALL. PIPE SHALL BE MIN. 6" DIAMETER AND CONFORM TO VDOT _ STANDARD SB-1. NOTIFY ENGINEER IN ALL CASES. 7. INSTALL ALL YARD INLETS IN ACCORDANCE WITH ALL MANUFACTURERS' RECOMMENDATIONS. 8. ALL CURB INLETS SHALL HAVE A 2-INCH LOCAL DEPRESSION AT THEIR THROAT TO PROMOTE POSITIVE DRAINAGE TO THE INLET. ALL YARD INLET RIM ELEVATIONS SHOWN ARE APPROXIMATE. FINAL ELEVATIONS SHOULD BE DETERMINED AFTER FINAL GRADING AT EX. VA��11LZ THE TIME OF FINAL ACCEPTANCE OF THE PROJECT. EX. rANSFORMERS General Sanitary Sewer and Water Main Notes 6" CL 52 DI FIRELINE WITH INT RIOR BACKFLOW PREVENTION DEVICE 1. AS -BUILT CONSTRUCTION DATA SHALL BE MAINTAINED BY THE CONTRACTOR IN THE FIELD. A MARKUP SET OF PLANS SHALL BE PROVIDED TO THE OWNER OR HIS REPRESENTATIVE TO SERVE AS THE BASIS FOR THE FINAL AS -BUILT PLANS. THE DATA RECORDED SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS AS SPECIFIED IN THE A.C.S.A. AS -BUILT PLAN CHECKLIST, LATEST EDITION. LOT 85 J • • • 54 55 57 L58 C� 59 C� 60 � .� 62 � 63 5q g5 r � / �96 LOT 2. PRIVATE PRESSURE REDUCING VALVES (PRVs) WILL BE REQUIRED Al EACH BUILDING. I 4g8 % / / 3. BEFORE FINAL RELEASE OF WATER METERS, PRIVATE FIRE LINES MUST BE TEMPORARILY �'''' °"°"°' TERRA EC 0 L 0 R E D C 0 N R E T E) / / SHUT OFF TO PROVE DOMESTIC CONNECTIONS HAVE BEEN PROPERLY MADE. --- - FDC 4. ALL WATER MAINS SHALL BE CLASS 52, DUCTILE IRON PIPE UNLESS OTHERWISE NOTED. /Oos� -- CLEANObTI 50 -- /� 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THE PROPER WATER MAIN p� FOR _ PIPE LENGTHS IN ORDER TO ATTAIN THE REQUIRED RADII. - - $:: - - - O / I / / / �/ \ \ 15' ELECTRIC EASEMENT I / 10' (MAXIMUM) FRONT / 6. SANITARY SEWER PIPE TO BE SDR35 PVC, UNLESS OTHERWISE NOTED. -----` 1� 17.9 LF 8" DIA. PVC TIE SANITA Y SEWER _ /I CnI SETBACK LINE (SDR 35) @ 2.0% LATERAL IN 0 7. CONTRACTOR TO PROVIDE A REDUCED PRESSURE ZONE BACKFLOW PREVENTER (WATTS \\ �� TEMP0RA Y / // 1 so EXISTING S NITARY \ - - - - - - - - _ I / MANHOLE q SERIES 009 OR EQUAL) ON THE DOMESTIC WATER SUPPLY LINE WHERE IT ENTERS THE \ CONSTR TI6N I �, I TOP 493.00 / �o S�F1NEf�LIN BUILDING (INDOORS). PROVIDE ADEQUATE DRAINAGE BENEATH THIS DEVICE TO CAPTURE \ FYt8E4v1ENT I ``' INV IN 488.00 p OPERATIONAL AND TESTING DISCHARGES. _III INV OUT 487.90 I 9�� 3.0o � z - 51 -66V Ng� ACSA General Water and Sewer Conditions J TE,IPORARY yes°- �_ `------ I 1 f.i / s r CONSTRUCTION I I/ �1 / 442'�4Ni4lT 23.4 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE EASEMENT _ �I 9a 4" PVC SDR 35 / -498- L/A I ((DOWNSPOUT TO / ��� / AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR Q - - - 6" DRAIN PIPE y) TYP qq� s 0l / SINGLE SLOPENROOF / R NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 90 O � ROW LOT 2. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE o \ ��----- I / 490� 20 AIRSPACE ABOVE THE LOCATIONS OF CONSTRUCTION FOR THE FLIGHT OF I- -_---- / 497 -- / / 8900 UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION. - - -�sv- ROLLING / / / DUMPSTER 8 fft17 3. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED �r I WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE \ - _ QL PVC SA � fW�OF 1�tli I NIITIATIVE,LY P LOCATE TELY CORRECT. ALL UNDERGROUND LINESANDCTOR SHALL, STRUCTURES, ASSNHIS OWN NEC NECESSARY. � i I \ DF SOCA FIELDHOUSE / T C a . ( 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION SkinOlNOO SN0111o / cn BO 487. g 6 c 411. `JNIlSIX3 NVId UPI LOT OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ---__-- - J I / Y / 'I ADOPTED BY THE ACSA. ALBEMARLE COUNTY VA - � \, - -564- � 142.9 LF oc 15" DIA. HDPE `J / i i (S O �H WALL) ol, ` I I 5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. I \ \\ - _- "494 \ / / CaJ 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY LETTER OF REVISION #2 - - - a I (1-800-552-7001). -£64---` ��-----b6b I / / SOCA FIELD SE / I- I SDP 201300045 \\ _ I / FFE 0 OCCER g a ^ W 7. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF 4g \ i 5 `I / FI = 487.50 / �� c� L (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE \ / INGLE SLOPE RCO= > - - - � \ 4 -- / o_ CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE N Zsv �� 492 _-- 492 9,3 Vol s / - LATERALS AND WATER LINES, ETC. tI`6" CURB INLET Z I �� 1 / W//6' THROAT _ X I. esb r �a4g�- 4 .8 T6P 485.70 wI I ( 8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF \ �- - 4 ! II NCRETE STEPS INV IN 481.70 I I ROADSIDE DITCHES. a 49 IN-1 T48 �I� 1/2" RISE INV OUT 481.60 i486 7 I I 488 o sINV OUT 482. 488 ^ - P�READS / 3„ PTv S I 9. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE 4 .6 / -o - ' /o RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. ~ - 89,90 489.48`- ! + n 0 5 IJ�� Oc a° . / I i I 10. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. w \ \ \ / TO 48�. / / / \ CD 8 16 1 19 20 2 24 25 26 27 8 29 0 3 1� \ / I 11. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO- LEAD a \ / 81.0 LF n' 4 �- I REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE B •. 15" DIA. HDPE N, W ~ 5 9fSMOOTH WALL) I BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 4 .9 OC 488.00 / TOC 487. .0 4.4% 4 17"9 TYP 18 TYP. obq®ecv 7 / / / 1.0 I � 12. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE q Q / / PRIVATE. THE SEWER LATERAL STUB -OUT SHALL UNDERGO THE ACSA DGE r9 w'�� 6" PVC SDR 35 GARAGE ACCESS / % LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS. VISUAL 24' \ aZ © 2% / AT ELEV. 487.50 / / 11 I INSPECTION OF THE SEWER LATERAL STUB -OUT SHALL BE WITNESSED BY THE 0)0) \ COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR LAYOUT,GRADING ` a4g$37.8 SINGLE SLOPE ROOF I UNDER AN 'OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE 6 6. IBTCC 487.98 - ^�� _ _ BOC 48z3 / / / 1 w2Q ACCESS E3 CONTRACTOR. UTILITIES D P L A N 487.48 a / 6" CURB INLET I I ASEMENTRY S 2 86; TTr6l/ w 4 35 36 37 38 39 40 41 42 43 7 48 49 50 51 52 5. / / / / / NVPIN8478.23 1 II 13 PRIVATETHE . VISUAL INSPECTIOER LATERAL N NAND HPRESSURE TESTING OF NNECTION AT A TIHEHSEWER LATERLE SHALL AL x � U 86. TOC a . _ i INV OUT 478.13 I SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. T,T QF / X. S-39 SAP ✓N 0 486 486.3 a86.7o / 1 I EWER THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH /'lp g�� CURB 11QLET -484- - - - - - / / NV OUT 471. MUST BE OBTAINED BY THE CONTRACTOR. /„e GS 96 - -T 86.E _ffKUA7484 _ / 48� 14. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. �CHRISTOPHER E. SONNE9 N 2~ Lic. No. 020621 ©10. 4 - - - - / -- VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER MAIN DOWNSTREAM .� INV OUT 480.13 - - _ EX�_5 SNIT ER'TOC �32 ' OF THE GATE VALVE SHALL BE WITNESSED BY THE COUNTY BUILDING o 07/09/2019 MH-1 - - = 467 481 2 1 AN OTHER I5 INV IN 4 . - - - - - PVC. SANITARY�EWER = 7 3' 6' AC 1. PLUMBING PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR ism 4c'�� / - - E . 8" - INV IN 616 67�5 :4 a .8 \ - - - - - - - - - - - - - - - - - - - - - - 4 D 4 .i0, � �� I�NAL F' oo--------- ---- D 1. rF - - - - _ - - - - - - - - - - - - - - EX. XRNS \ B G N X 0'46°W 15. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL -MH� �� � � � � - - - - _ - - EX. 20' STORM DRAIN Designed: C. SONNE y c�F` FP ! // 4NV IN- 47860- - - - - - 475 �S-�- - -a_��� - - - - ° TO BE RELOC ID_ D-1 IS GIVEN BY THE ACSA. g R / %11 X, Drawn: � / / �A1V.�AT�7D 5D - - - _ _ - - - - �'S-�-� - - EX_30 RCP SD ® INV IN / S/ / �� / - - - - - - - - - - - - - - - - -! �S �S INV O U APPROVED Checked: C . S O N N E Ply by the Albemarle County OLb - - - _ - _ _ EX. 20` Si6RM_lDg IAIA N EASr' \ J X. 20' STOI Community Development Department _ A o Date October 28, 2020 Date: 7/09/2019 -BELVEDERE-PHA - - _ - _ A \ ID: D-1 File# SDP201300045 Revisions:9/4/19. 6/18/20 4A, 5A, 66 & 9A ROAD AN STORM- _ _ �4\�\ Application Type Minor Amendment -Letter of Revision #2 9/9/2020 - DRAIN IMPROVEMENTS, DATED 4/18/07 - - srj \\ `r Lead Reviewer: Cameron Langille o-' AND DESIGNED BY WW ASSOCIATES \ \ FOR DETAILS ON EXISTING SWM �\ 1� \ EX Ra scale 1" = 20' contour interval 2' FACILITY5A (WPO-2007-00029). I I1 IN, SA NI I � I \ \ �1 \ 0 20 40 80 06 General Landscape Notes 1. CONTRACTOR TO USE EXTREME CARE AND CAUTION AS NOT TO DAMAGE ANY TREES SCHEDULED TO REMAIN OUTSIDE LIMITS OF CONSTRUCTION OR NOTED TO BE REMOVED. 2. NO CONSTRUCTION EQUIPMENT OR STORAGE SHALL OCCUR WITHIN DRIP LINE OF EXISTING TREES. CONTRACTOR SHALL CONTACT OWNER OR LANDSCAPE ARCHITECT (LA) TO DISCUSS TREE PROTECTION EFFORTS PRIOR TO MOBILIZATION. ALL TREE PROTECTION MEASURES SHALL BE APPROVED BY OWNER, BEFORE ANY CONSTRUCTION ACTIVITIES SHALL TAKE PLACE ON -SITE. 3. ALL WORK TO BE PERFORMED BY THE CONTRACTOR WITHIN THE DRIP LINE OF ANY EXISTING TREE OR TREE PROTECTION AREA SHALL BE DONE IN A MANNER SENSITIVE TO ENSURING NO DAMAGE WILL BE DONE TO THE EXISTING TREES. THE PREFERRED METHOD FOR GRADING SMALL AREAS WITHIN THE DRIP LINE SHALL BE DONE BY HAND. LARGER AREAS TO BE GRADED MAY BE DONE WITH A SMALL BOBCAT/TRACT-HOE. 4. ALL PLANTS HAVING A QUANTITY GREATER THAN ONE(1) SHALL BE MATCHED AND SUPPLIED FROM THE SAME SOURCE (PER SPECIES). 5. CONTACT LANDSCAPE ARCHITECT AT THE TIME OF PLANT MATERIAL DELIVERY, BEFORE ANY SUBSTITUTIONS OR CHANGES, IF SCHEDULED TYPES ARE UNAVAILABLE, AND FOLLOWING INSTALLATION. ALL PLANT SUBSTITUTIONS SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO PLACEMENT OF ORDERS. 6. LANDSCAPE ARCHITECT SHALL INSPECT AND APPROVE ALL PLANT MATERIAL AT TIME OF DELIVERY AS WELL AS AFTER INITIAL PLACEMENT PRIOR TO PLANTING. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT 48-HOURS PRIOR TO DELIVERY. 7. PLANT LOCATIONS TO BE REEVALUATED AND REVISED, IF NECESSARY, AFTER FINISHED GRADING. 8. MULCH IN PLANTERS AND PLANTING BEDS TO BE CLEAN AND FREE FROM PEST AND DISEASES. MULCH SHALL BE APPLIED TO A 2-INCH DEPTH. MULCH RINGS 24-INCHES MIN. IN DIAMETER ARE TO BE PLACED AROUND ALL TREES NOT LOCATED IN PLANTING BEDS. 9. CONTRACTOR TO VERIFY ALL QUANTITIES BETWEEN PLAN AND PLANT LIST AND REPORT ANY DISCREPANCIES TO THE LANDSCAPE ARCHITECT IMMEDIATELY PRIOR TO ORDERING. 10. STABILIZATION MAT MAY BE APPLIED TO ALL SLOPES EXCEEDING 3:1 (TO BE DETERMINED BY LA AND ENGINEER). TREE PLANTING AND MEADOW MIX SPREADING SHALL BE PERFORMED IN A MANNER THAT DOES NOT COMPROMISE THE INTEGRITY OF THE SLOPE OR MAT (IF USED). SLOPE PROTECTION MATTING SHALL BE AN APPROPRIATE NORTH AMERICAN GREEN PRODUCT. CONSULT LA AND ENGINEER PRIOR TO ORDERING FOR TYPE AND QUANTITY. 11. FIRE HYDRANTS, FIRE PUMP TEST HEADER, FIRE DEPARTMENT CONNECTIONS OR FIRE SUPPRESSION SYSTEM CONTROL VALVES SHALL REMAIN CLEAR AND UNOBSTRUCTED BY LANDSCAPING, PARKING OR OTHER OBJECTS. NO LANDSCAPING OF ANY TYPE SHALL BE PLANTED WITHIN A FIVE (5) FOOT RADIUS OF ANY FIRE HYDRANT OR FIRE DEPARTMENT CONNECTION. LANDSCAPING IN THE AREA OF FIRE DEPARTMENT CONNECTIONS SHALL BE OF THE TYPE THAT WILL NOT ENCROACH ON THE REQUIRED FIVE (5) FOOT RADIUS ON MATURITY OF THE LANDSCAPING L 55 59 � 1 60 �q \ �/ a � 6 QR �---- _ I — —oog—� I I —664— I �� _ — -498- _ �N \ \ —g64— / Plant Legend and Schedule DECIDUOUS CANOPY TREES TYP. .CODE _SCIENTIFIC NAME COMMON NAME QUANTITY CALIPER/S17F ROOT ARFAITRFF TOTAL AREA X 08 Quercus bicolor swamp White Oak 5 2.5" cal. I I B&B 299sf 1495 sf GB Ginkgo biloba 'Magyar' Magyar Ginkgo 3 1 2.5" cal. I B&B I 81 si I 261 st QP Quercus Palustris Pin Oak 3 2.5 cal B&B 300 sf 900 sf UNDE TREES TYP. CODE C1,EN SCIENTIFIC NAME COMMON NAME 1 QUANTITY CAI IPPRIS17F ROOT ARFA/TRFFd TOTAL AREA AA Amelanchier arborea Servlceber 14 6'-8' het ht B&B 130 sf 1820 sf CIF I Comus florida Fbwerin Do wood 1 14 1 6'4 height I B&B 1 124 sf 1736 sf TOTAL: 5312 sf ■ STREET TREES (ALREADY PLANTED CODE I SCIENTIFIC NAME COMMON NAME Platanus occidentalis S camore 3 1 1 1253 sf 3759 s f _PO QR Quercus Rubre Northern Red Oak - . 01 2 9 1 1 QB \ 2 CF -3 AA / TOTAL: 3759 sf r- 3 C 9 LOU TERRA E (COLORED CON E T E ) " S o 0r I0 / o / / NouN / SOCA FIELD SE FFE 0 OCCEF FIE 487.50 Landscape Maintainence Notes Natural —I— 1. LANDSCAPING NOTES TREES, PLEASE MAINTAIN CANOPY TO 60". I Resources 1 2. RECOMMEND CLEAR SIGHT LINES FROM STREET THRU THE DEVELOPMENT, Design CURRENT PLANS SHOW TREES THAT IF MATURE WOULD NOT ALLOW PATROL OFFICERS TO OBSERVE ACTIONS WITHIN THE AREA. an ecologically focused design firm Landscape Calculations Washington DC S� - I TOTAL PARKING AREA 17,104 sf (IMMEDIATE SOCA/CIVIC CORE PARKING) 1009 SHEPHERD ST. NE PO I —svO — — sv°— — TOTAL LANDSCAPED AREA REQUIRED 855 sf (5% PARKING AREA) —sva— — TOTAL LANDSCAPED AREA PROPOSED 5,127 sf (30%) WASHINGTON DC, 20017 202.489.6214 — 1 MINIMUM CANOPY COVERAGE 7,361 sf (10% TOTAL SITE) www.NaturalResourcesDesign.com b = CANOPY COVERAGE PROVIDED ON SITE 5,312 sf (7.3% TOTAL SITE) CBE# LSR80160022021 CANOPY COVERAGE PROVIDED STREET TREES 3,759 sf (5.1 /o) TOTAL CANOPY COVERAGE 9,071 sf (12.4%) ten.— —..— i LETTER OF REVISION #2 SDP 2 1300045 .15, EL CTRIC EASEMENT AA I �1 Q% _ b\,/ I / 488 89y.�l i�a6 7 8Ft/ b 0 a 1 19 20 2 24 25 26 7 29 / a / 10 / 1 37 38 39 40 41 42 43 48 49 50 51 52 53 a d a- 4 4 84 --- / 4 4 — — — _ _ / 4 2 2 1 QB --- 3GG AA----------2 CF_ � \ SS 1-CF--- - - - - 3- AA- ------- �� . — — — — — — — — — — — — — S 7 - - ■ ■ � S ■� Now SEX. 20` S-TORM--DR IA N -EASrj_-,6t � — - 4773 0 J �I 12 ACCI I & SANIT WEpSEMEN I III 9/9/2020 SOCA FIELDHOUSE ALBEMARLE COUNTY, VA LETTER OF REVISION #2 SDP 201300045 LANDSCAPE PLAN RISTOPHER E. SONNEy Lic. No. 020621 07/09/2019 1� SstONAL F'�G Designed:C. SONNE Drawn: Checked:C. SONNE Date:7/09/2019 scale : 1" = 20' contour interval 2' Revisions:9/4/2019 9/9/2020 0 20 40 80 14 8 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0 +0.0 +0.0 + +0.0 + + +0.0 +0.0 +0.0 I -_-_ -}--- _----------- _-_-.- + 0 + 0.0 0.0 0.0 0.0 0 .9.0 0.0 0.0 I I +o +0.0 +0.0 +0.0 +0.0 +o./- +0.0 0.0 .0 0 it +0 +0.0 +0.0 +0.0 /: .0 , +0.0 +0.0 0.0 +0.0 +0.0 l/ � I +0 +0.0 +0.0 II 0.0 +0.0 +0.0 +0.0 0.0 +0.0 +0.0 + + + 4 + + + 0 0.0 0.0 i0.0 0.0 0.0 0.0 0.0 .1 I +0 +0.0 +0.0 r0.0 +0.0 +0.0 +0.0 0.0 +0.0 +0.3 i +0 +0.0 +0.0 I+0.0 + + + 0.0 +0.1 +11 M i +0 +0.0 +0.0 I+0.0 +0.0 +0.0 +0.0 0.0 0.6 +0 +0.0 +0.0 I+0.0 +0.0 +0.0 +0.0 0.0 +0.0 +0.1 +0 +0.0 +0.0 +0.0 0.0 +0.0 +0.1 +0 +0.0 +0.0 I+0.0 +0.0 +0.0 +0.0 0.0 1.4 +0 +0.0 +0.0 I+0.0 +0.0 +0.0 +0.0 0.0 +0.1 +1.2 I +0 +0.0 +0.0+0.0 + 00 +0. +0.1 +0 +0.0 +0.0 I+0.0 0.0 0.3 +0 +0.0 +0.0 I+0.0 +0.0 +0.0 +0.0 0.0 +0.1 +1.8 I h +0 +0.0 +0.0 I+0.0 +0.0 +0.0 +0.0 0.0 +F0.10.0 +0.6 +0 +0.0 +0.0 I+ + + + 0.0 +0 I +0.0 +0.0 i+0.0 +0.0 +0.0 +0.0 0.0 +0.0 +0.2 +0 +0.0 +0.0 I+0.0 +0.0 +0.0 +0.0 0.0 q+06+O.g +1.8 +0 +0.0 +0.0 +0.0 . . . 0.0 9 +0 +0.0 +0.0 '0.0 +0.0 +0.0 +0.0 0.0 +0.0 +0.1 3 +0 +0.0 +0.0 I +0.0 +0.0 +0.0 +0.0 0.0 .3 0 P*71 0 0.0 0.o i o.o o.o o.o o.o o.o o., ,.e 7 +0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 0.0 +0.0 +0.5 16 + + + I+ + + + + + + + + + 0 0.0 0.0 0.0 0.0 +VO 0.0 0.0 0.1 2 0. � ., I 0.7 0.1 0.1 + + ++ + + + 0 0.0 0.0 I 0.0 0.0 +0,0 +O.o 0.0 0. 0.1 4 0. .2. 0.1 0.1 0.1 x + + + + + + + + + + + 0 0.0 0.0 o.o �0 _ 0 o a0 0.0 0., 1.5 .3 - .0.0 + + + + +-1' "y i + +0+00.00+0 0.0 +0.0 0.0 0.0 .0 0. 0.0 (0.1 1.4 4 1. .3I 0.0 r I +0 +0.0 +0.0 I +0.0 +0.0 + 0.0 +0.0 �0.1 3 +0. + + + + + + +'0+ + + + + .0 0.0 0.0 j 0.0 0.0 0.0 0.0 +0.0 4 0 ,. .2� 0.0 0.0 0.0 + / + + + + 0.0 0.0 0.0, 0. 0.0 0.0 0.0 0.0 .t9 8 7 0.0 0.0 0.0 + + + + + + + + + + + + 0.0 0.0 0�0 0.0 0.0 0.0 0.0 0.0 0.1 0.5 .5 0. .2I 0.0 0.0 + i+ + o.o o.o / .o o.o o.o o.o o.o o.a o.o 0.1 z a. o o.o o.o o.o + + + + + + + +. + + + + + + 0.0 0.0 0.0 0.0 0.0 0.0 .0 0. 2 0.0 0.0 0.0 + \+� + + + + + + + + + 0.0 0.0 0.0, 0.0 0.0 0.0 0.0 0. 1. 0.0 0.0 0.0 + + + +\\ + + + + + + + + + + 0.0 0.0 0.0 O.P 0.0 0.0 0.0 0.0 0.0 0. .5 1.' .2, 0.0 0.0 + + + + + + + + + + + + + o.o o.o o.o o.o o� oo o.o o.o 0 0.1.2 i a. o +o.o o.o +0.0 +0.0 +0.0 +0.0 +0.0 \ O\\b +0.0 +0. .0 .2 �, +0. + .0 +0.0 +0.0 + + + + + + + + + + L + + 0.0 0.0 0.0 0.0 0.0 0.0 0) 0.0 0.0 0. .2 2. .4 +0.0 0.0 + + I + ++ + + + 1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. 0 0. 0.0 0.0 0.2 6. .7 0.1 0.0 0.0 0.0 0.0 0.2 1.4 5.1 5 .1 7 2 27.8 �3 .1 30.2 05.0 7.3 2.8 8. 0.0 + + + + + + + + + - - + + + + + + , `+ v + + + + I + + + 0.0 0.0 0.0 0.0 0.0 0.0 0.Q 0.0 .0 _ +0.0 0.1 +0. 0 0 0. 0.0 0. 5 8.5 , .0 120 8 .8 14. 3.3- 0.7 0. - .,, 0.0 0.0- 0.0 + + + + + + + + + + + + + + + + o.o o.o o.o o.o o.o o.o o.b o.o o.o o.o o.o 0 0 0.0 ., o., o 0 0 0 0.0 o.a 0 + + + + + + +--r---W----'--+ N ,�/ 0.0 0.0 0.0 0.0 0.0 0.0 0.� 0.0 0.0 0.0 0.0 10.0 +00 00 +� *00 �09 0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +Op .0 +0.0 +0.0 +0.0 +0.0 +00 +0.0 - +0.0 e �- + +0.0+0.0+0_.0+0_.0+0_.0+0_.0+0_b+0_.0+0_.0__+0_.0 +0_.0_ 1+00 0.0 +0'0. +0.0_ +___ +0.0 [� _0_.0 "1ii l �VJ'Ia + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 0.1 0.1 0., o., 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 i i+0.2 +0.2 +0.2 +0.2 +0.2 +0.2 +0.2 +0.2 +0.2 +0.2 +0.2 +0.2 +0.2 +0.2 +0.2 +0.2 +0.2 +0.2 +0.2 +0.2 +0.2 +0.2 +0.2 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 I I 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 I I 0.4 0.4 0.4 0.4 0.4 0.3 0.3 0.3 0.3 0.4 0.4 0.4 0.4 0.4 0.4 0.3 0.3 0.3 0.3 0.4 0.4 0.4 0.4 0.4 0.3 0.3 +0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.0 +0.0 0.0 0.0 0.0 0.0 I 0.5 0.8 0.8 0.6 0.4 0.4 0.3 0.3 0.4 0.4 0.5 0.8 0.6 0.5 0.4 0.4 0.3 0.3 0.4 0.4 0.5 0.6 0.6 0.5 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 + �+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + �.B-O�-�&__�1- 4 0.4 0.5 0.5 0.7 1.0 1.0 0.7 0.5 0.4 0.4 0.4 0.4 0.5 0.6 0.9 0.9 0.6 0.4 0.3 0.3 0.2 0.2 0.1 0. .1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 II 1.1 �1.0 0.9 0.7 0.6 0.6 0.7 0.8 1.0 1.1 1.1 1.0 0.8 0.7 0.6 0.6 0.6 0.7 0.9 1.0 1.0 0.8 0.7 0.5 0.4 +OY 0.2 0.2 .1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 ^yi �tbb,, +2.3 4� `-:7$l riV: +1.5 + 5 +1.5 .0 +2.3 2.0 +1.7 +1.4 +1.4 +1.6 +1.7 2.1 +1.7 • �1.4 +1.0 + _ 0.5 +0.4 +0. + .2 +0.2 +0.1 +0.1 +0.1 +0.1 +0.0 +0.0 �`- Q Ir + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 4 +0.3 +0.2 +0.2 +0.1 +0.1 +0.1 +0.0 + + + + + + + + + 6.5 5.0 4.0 3.3 2.9 2. 2.7 2.7 + + + + + + + + + 7 2.9 3.2 .6 3.6 3.3 2.9 2. 2.7 2.6 2 + + + + + + 2.7 3.0 .3 3.2 2.8 2.2 1. + + + + + 1.5 1.3 1. 0.8 04 + + + + + + + .5 0.4 0.3 0.2 0.1 0.1 0.1 0.0 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 9.7 5.7 4.0 3.4 3.2 3. 3.0 3.0 0 3.1 3.3 .5 3.5 3.3 3.1 3. 3.0 2.9 2 3.0 3.1 .2 3.1 2.8 2.4 2. 1.7 1.4 1. 0.9 Q .5 0.4 0.3 0.2 0.1 0.1 0.1 0.1 7.9 .0 +3.7 +3.5 +3.3 +3. +3.1 +3.1 + .2 +3.3 +3.4 3.3 +3.3 +3.4 +3.2 +3. +3.0 +3.0 +3.1 +3.1 +3.1 + .0 +2.9 +2.8 2.5 +2.1 +1.8 +1.5 +1. +0.9 L�O.5 +0.4 +0.3 +0.2 +0.1 +0.1 +0.1 +0.1 + + + + + + + + + { + + + + + + + + { + + + + + + + + + + + +II + + + + + + + + 4.5 3.8 3.4 3.3 3.2 3.1 3.1 3.1 3.2 3.2 3.2 3.2 3.2 3.2 3.2 3.1 3.0 3.0 3.0 3.1 3.0 2.8 2.7 2.6 2.4 2.1 1.8 1.5 1.2 1.0 (1.8 0.6 0.4 0.3 0.2 0.2 0.1 0.1 0.1 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +I + + + + + + + + 3.6 3.3 3.2 3.2 3.3 3.2 3.1 3.1 3.2 3.3 3.2 3.1 3.1 3.2 3.3 3.2 3.1 3.0 3.1 3.1 3.0 2.8 2.6 2.5 2.4 2.2 1.8 1.5 1.2 1.0 q.8 0.6 0.4 0.3 0.2 0.2 0.1 0.1 0.1 + + +I + 3.4 3.2 3.1 3.2 3.2 3.2 3.1 3.1 3.2 3.3 3.2 3.2 3.1 3.2 3.3 3.2 3.1 3.0 3.1 3.1 3.0 2.8 2.6 2.5 2.4 2.1 1.8 1.5 1.2 1.0 (�.8 0.6 0.4 0.3 0.2 0.2 0.1 0.1 0.1 .�a+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 2 3. 3.2 3.2 1 3.1 3.1 .2 3.2 3.2 3.2 3. 3.2 3.2 3 3.0 3.0 .0 3.1 3.0 2.9 2.7 2.6 2.4 2. 1.8 1.5 1.2 1.0 .6 0.4 0.3 0.2 0.2 0.1 0.1 0.1 3.5 3.4 3. 3.3 3.2 2 3.1 3.1 .2 3.3 3.4 3.4 3. 3.4 3.2 3 3.0 3.0 .1 3.1 3.1 3.1 3.0 2.8 2.5 2. 1.8 1.5 1.2 0.9 .5 0.4 0.3 0.2 0.1 0.1 0.1 0.1 + + + + + + + + + + + + + + + + + + + + + + + + + +II + + + + + + + + +3.6 3.6 3. 3.3 3.0 9 2.9 3.0 .9 3.1 3.4 3.6 3. 3.4 3.1 2 2.9 2.9 .8 2.9 3.1 3.3 3.2 2.8 2.3 2. 1.7 1.4 1.1 0.8 Q. .5 0.4 0.3 0.2 0.1 0.1 0.1 0.1 +4.8 +3.6 +3.5 +3.1 +2.8 +2.6 +2.6 +2.6 +2.7 +2.8 +3.2 +3.5 +3.5 +3.2 +2.8 +2.6 +2.6 +2.6 +2.5 +2.7 +3.0 +3.2 +3.2 +2.7 +2.1 t1.7 +1.5 +1.3 +1.0 +0.8 +0. + .5 +0.3 +0.2 +0.2 +0.1 +0.1 +0.1 +0.0 AL 41�6 +. �r- + Q + + + + 03, +++ ++ ++ + +++++++++3.' 5��3� ���5 2.3 .4 2.30 3. 3.0 2.5 yA�i.�JVa +2.3 +2.3 2.4 2.8 3.3 2.6 +1.5 +1. 0.7 b. .4 0.3 0.2 0.1 0.1 0.1 0.1 0.0 ggg+ + + + F'tr + + + + ++ +++ ++++21�6 1.4 12 +1.1 1.1 +1.2 1.8 1.8 1.6 1.4 r'� 1.7 +1.1 1.3 1.4 1.6 1.3 1 0.8 +0. .5 :5 _�.4 �. .2 0.1 0.1 +0.1 0.1 0.1 0.0 0.0 1.1 +1.1 +0.9+0.6 +0.6 +0.6 +0.6 +0.7 +0.9 +1.0 +1.0 +0.9 +0.7 +0.6 +0.6 09-�0.6 08 0.8 0.9 09 0.7 +0.6 04 +o.3 0.3 +0.2 +0.2 �. + .1 +0.1 +0.1 +0.1 +0.1 +0.0 +0.0 +0.0 +I + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + In 1I.0 0.9 0.7 0.5 0.4 0.4 0.4 0.4 0.5 0.8 0.8 0.8 0.6 0.5 0.4 0.4 0.4 0.4 0.5 0.8 0.7 0.8 0.6 0.4 0.3 0.2 0.2 0.2 0.1 �. .1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 Rwc + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 4.7 .7 0.5 0.4 0.4 0.3 0.3 0.4 0.4 0.5 0.5 0.5 0.5 0.4 0.4 0.3 0.3 0.3 0.4 0.4 0.5 0.5 0.4 0.3 0.3 0.2 0.2 0.1 0.1 d. .1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.7 5 0.4 0.4 0.4 0.4 + + 0.3 0.3 0.3 0.4 0.4 0.4 0.4 0.4 0.4 0.3 0.3 0.3 0.3 0.4 0.4 0.4 0.4 0.4 0.3 0.3 0.2 0.1 0.1 0.1 ¢. .1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 � 0.4 +d.3 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0. .1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 I1 + + + + + + + + + + Q.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 d. .1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 + + + +II + 5.6 .3 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0. .0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1.-�+ .3i 0. +0.1 -+0.1-_______________________________________- -___________________________________________________________________________________________________________- - F -- ------------------------------------------ + 11 Fixture Schedule pp aLioht sIFfU�iY11ApL W WWOBT CFHIhV m FICUM A{IW 11 0 A a'O A® OOALLar ww WIOA m TWO W m on W a" w e rc rsAa oaW4ar WAAn moAAAWaA aoWmaW ./mr0t s a -,a a WwWr.,aa unawW Wa.raW.e.�e,nuns.im.ez,o.mWnW. ��{ �e ll^'1 rr M War 6W PM A W H r/m - I rrd IAIAri Wa Wrll: WawW OOtllm R 1R tW Ow gM CYMC 0.1 0�+2.1�4�+4.8 3.0 1.9 1.2 1.3 1.1 1.1 1.0 0.4 0.3 0.2 0.0 0.0 0.0 + + + + + + II + + + + + + II + + +II + + + 1I + I + 0 .1 0. 0.6 1.3 1.7 1.1 I 1.4 0.9 0.5 0.4 0.3 0.3 I0.3 0.3 0.2 (l2 0.1 0.1 0.1 0.` 1 0.0 + + + + + + + + + + + + + + + + +II + + + + + 0.0 0.1 0.1 0.2 0.3 0.4 0.4 0.4 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 +0.0 +0.0 +0.1 +0.1 +0.1 +0.1 +0.2 +0.2 +0.2 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.0 +0.0 +0.0 +0.0 AW MR FEDERATED LIGHTING ViRGINIA Z OLr) F "t ,) C) LJ ,) IY LL C) ON LJ LJ J Date 9/9/2020 Scale Not to Scale Scale - 1" = 16ft www.fivirciinia.com an D-Series Size 1 Ham irk, LED Area Luminaire w ■ Introduction The modem styling of the D-Series is striking Specifications yet unobtrusive - making a bold, progressive EPA: -i11 statement even as it blends seamlessly with its " 're1 VV O environment. The D-Series distills the benefits Length: 3' - of the latest in LED technology into a high n ` performance, high efficacy, long -life Luminaire. Width: 1" L The outstanding photometric performance Height H1: 7-172• T�� F2 results in sites with excellent uniformity, greater fl9rmn HT "'J pole spacing and lower power density. It is Height H2: a v2- ideal for replacing up to 750W metal halide in Weight 27lbs pedestrian and area lighting applications with (Max): I1114 typical energy savings of 65% and expected service life of over 100,000 hours. ��� A (pahlr nptinm ledaared `�T >r tit. emu wsgrosu. • EXAMPLE: DSX1 LED P7 40K T3M MVOLT SPA NLTAIR2 PIRHN DDl3XD 08a11tD DSXI LED Fornim quo 3OK YYYJK T1S To l short T5VS Type my shot,' Will Shippecilncmded PI P4 P7 40K 60D1( (Aldamarlltel TSS TyprVsrow 120, SPA , aim pdeacaunhng P2 PS P8 SOK 5309K 72S Irye ll short TSM [WeV madam 208' RPA Huard pair mounting P3 P6 P9 12M Typellmedum 13W lypevital 240' WIRA Wanbc&im Rotated optics TSS lyyelllshan KC Nxilightmw 277' SPUMBA Square pole unirnvlmoirrgadapml- PIT P12' Tim Iype111medurm Lao Leh tourer cuoff' 3475 RPUMBA Round poktrumal mo.rtrq adaptor' Pill MY 74M lypelVmedun ACCO Night (am C" 480' ShlppedseparaONy THAT krwardlhmw KMARDDBKDU Masarm nxvnnng trickn adal7ror medut (5m1fitl l Shipped installed PUT I iglslbKmolmlanbNnlxma.IIISmallino bS^ ShippedhMtafled ODRKD Dan bmnae NLIAIR2 nlghl AIRgeoera0on l enabled' amber srttwraebled at Sh e' HIS lkxV vdesxeM' DBLKD Black PIRHN Nelvak, hlghzMa m PIRH Hlghlbt molczsl isfil 15 TO rgoMag L amDeresesmemhlM at 5t"- SF SrePose{10171,•N7 DNAXD I Natualabmiun PER NEMA Iwid-lock rerepla(k mrq lrommh admit sepaa7e}• PIRtf(3V Hgz1k% mimptolambNmtseats 8-15'mcombq hep"C OF Double fuse (204240, AM1' DWHKD Who PERS fheTon receptacle Unit lmntmh odeNd sepagMl4" amhlere whorembkd at lit ' L90 Leh ro Moll DDBTKD inlueddaibrow PER7 Sews -pit receptacle so lmmmisaNdegd sepagkl"' PIRH1fC3V D-kssq mconvalia msomas 15-33moninq hdgm, R90 Raghtmindo"' DBLBXD kx[oRd Mick DMG TTOY dmmnq Ann pulled asaill tmme liar use van an ambient sermrenabled at lf" Shippedsepantelp DNATXD hxlmednarural exnrnlcorW,cMmd sgaarmdyl' fA0 heMadgsaDk oNDu1' Its B!N4vin' Aumrum DS Dal se","::",. EGS Ettemaquresheid DWH= ieniffdoil '. L/THON/A UGf/r/NG COMMERCIAL OUTDOOR One LMOnia Way • Conyers, Georgia 30012 • Phone: l-8p0705-SERv(7378) 0201 t-xM8 Acwty &ands Ughve0 Mc. Ax nyMs.nerved DSXI-LED Rev, 0210YM Pap 1 of a IA L/THON/A L/GHT/NG FEATURES & SPECIFICATIONS INFENOFDUSE— Typical applications include corrdors, lobbies, conference rooms and private ofhcos- COEKTNIICTION— Heavy-gaugealrminum housing. Chang mount for CI mstaeamn to A-atagonal or Awl partition box, Pendant mount entry for 3,rd' National Pipe lhread stem; wires supplied be others Textured polyester powder paint finish standard. Multiple ceiling, pendant, (ad, and wall mount options h aUaMe. OPTNS— LEDs an binned to a 3-step SDCM; 80 (Po miammn 90(RI optional. LED light source concealed with diffusing optical lean. General iHumination lighting with 1.0 VAN and SS'cutoff to some and source image. Sed-flanged anodized re0enas in spnula, semi-specular. or matte diffuse fmnhes. Also available in white and black painted reflectors. ELECTRICAL— MWH-volt{120-27N.S0+6OH710-IOV dimnung drivers mounted tojunnion box. 10%a t%minmum dimming level available. WV available option; transformer must be field-!mialled to an accessible remote -mounted function box. 0-101' climaxing fixture rertu!res two (2) additional low -voltage woes to be Dulled, 70%mmM maintenance at 60,D00 bases, LISTNIGS (unified to US and Canadian safety standards- Damp location standard (wet location, covered ceiling optlonall. ENEAGY STAR• (enlAed product WARMNTY — 5 year lirmted warranty. Complete warranty terms located at: Aww acupvhmnds <nm1(ustcmerAnaurrcv'krmc and cnndlnnnsilda Ntl• Actual performance may differ as a result of end -trier erwtronment and application. All values are design or ypical values, treasured under laboratory conditions at 25-C Sionifieations Subject to Change Without nestle. M<aptMe oalom•foted LANog Nu ill Nom HP Ail •_• jio LDN6CYL 6' CYLINDER Non I( r1L ILI0Y11 �' IGHT ' Lead topes will rarydtpendi Ong-ItronsselectedCosultvinbrufsales representative _4atnilole_LDN6(YL35/15L06ARLS5MVOLTfZ1FCMDWHG lON6CYt Series Colotemperct•rc Lumens APwure/Trim Col•r HIM TAW 1131601. 6' cyhn6er 171 2700K 05 5001uml L06 Uowlhghl AN Clear LSS Semi spe(ulx MVOLI Multi -volt W 10009 07 750lumens IWd Waliwash WR' White LD Matte diffuse QO Milt IV 35NK 10 IDOOlurnens BR' Bla(k IS Specular 277 27TV 40l 4000K 15 15DOIumms SW' 50009 10 IWO owns 15 25001mnerm 10 3000[olnens 40 4000lumem 50 5000 [omens •tiw� RYr•q OpWroe Architectural Glen•" 6210 0-1011 driver dims to 109; F(M (elllrgmount Y' Smgk lose Dili aG Motiewhd- GZt O-1OVdnverdimstolN WIA Wall mount NFP160' nLight' network paxerhAay pack with 0-10V DDB Dark bronze 1210 0-TOY eldoiEDdriverwith PM' Pendant 378'thread mount dimminglornomeldoLEDdrivnsi6210.Gtil. DBL Black smoahandfll(kerfimedeep ACC loft mcrah(able and(ord mount 4PP160EA" Plight' network power+play pack wtth0-10v Vw" Glossywnite dimming p Wamancedown dimming for non-HdoIED drivers:;GZ10, G7Ii, ER to 10% ACCI80' 1 Sit aircraft cable and cord mount (onlrols fixtures on emergency mculL DNB Medium bronze Ell 0-loveldolED drive? with RPSBOFI" fiLlot• dimming pack controls 0-1W eldoLEO DNA Natural aluminum smooth and flickn-fee deep drivers(EZI0,E71), DS5 Sandstone dimming perlamanu down WSBOLUR" aLight•dimmingyxkErmtiftO-10'YddDULD KC (harcoal grey to Ile drivers IEZIO, EZIL EA (orltzds fixtures on DTG Ienna green emergerxy(irrk 90(RI High CRI 190a1 DER Blued WL' Wellocation DSO Steel blue Net. 7 Spray vonagr. ERfar "with generaw wnpf EM In."Wilinguiee in mwrgemy mr lerdmdnarrml 1 Not maikhl "A((muunl hafeM. 2 Not ewiublr.ath lmMes. 8 !ncxfare remxe mounted. M(esipaal;wpplled trramerzl rerommmded I IM"In 71(H-10 hn<argelihlr d•rmen 9 Not itMUDle enh 4((6 A((150 nwnt"inivons. a Santini inch 10- op y, aed6mming mnaaiaan la Aep(gnal x[hlte(Val <doraavalNde. sttw•n tAr:a[cm:aR,::mr,- I WMrtadauplwedwdhwharhttaungs. Allmaet hnWae»uppaed vX.h blx4nm. 11 Colin and kng[h of stem mus[Desadhee lM1om6'to 110-mown mnementsmeamnum ucwns ol4'i. 6 Mut Wits, Mug, VDV or 277Y it 0Y. OWHG(eiligatta(hmmlfmlmenmuse (anwlrfxloq saenma 12 MustmMld vet8ed to an anesnbk •coon moumedpmcnonbm. DOWNIJLHTOIG _DIIEG'P- Schedule Symbol Label QTY Manufacturer Catalo Number Lamps Lumen Multiplie r LLF Wattage Lumens Efficiency Filename per Lamp Distribut ion Polar Plot Notes COOPER. 1.1 1 . 4• . 11'a . 1.1 1 ax ex HALO COMMERCIAL ��•ta (FORMERLY a • • a ICOOPER SMD4R6940WH SOLUTIONS - HALO 100% SMD4R6940WH ■ (FORMERLY a • Lithonia LDN6CYL41 1 L06AR II•. LDN6CYL 41 2 DIRECT x •+-�%I //►♦ a 1 I Eq��iW4 oil tea. i • 1 1 • Lithonia DSX1 LED P2 40KI IIa a DSX1 LED P2 TYPEIV, Lighting MVOLT 40K—T4M—MVOL T. ies SHORT/ BUG ■ 1 PROG P5674- 1 G2 Max: r • ••• P5674-3130K 3II =E +off �y� x 47/ Note 1.TYPES A, B, H ARE BY OTHER MANUFACTURERS. OTHERS MUST VERIFY THIS CALCULATION FOR THESE FIXTURE TYPES. 2. ALL FIXTURES MOUNTED AT HEIGHTS ON FIXTURE SCHEDULE 3. ADDITIONAL TYPE h FIXUTRES WERE MOUNTED ASIDE DOWNSPOUTS 40 FEDERATED LIGHTING VIRGINIA LU OZJ J I— O 0M J W J mLU(+ff U Vf LU O U) (V z OLo o o LU o LL o ON w u) Hu) H LU J Date 9/9/2020 Scale Not to Scale www.fivirciinia.com