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Home My WebLink AboutSDP201100079 Approval - County 2020-01-27COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Road, North Wing Charlottesville, Virginia 22902-4596 January 27, 2020 Josh DiSalvo Parker Design Group 2122 Carolina Avenue SW Roanoke, VA 24014 RE: LOR#2 for SDP201100079 — Our Lady of Peace Retirement Community, Tax Map/Parcel #061Z0-03-00-00800 Dear Mr. DiSalvo: This letter is to approve as a Letter of Revision for the revisions to the roof canopy and vehicle travel way to the above referenced site plan, as shown in the attached plan and letter dated 01-03-2020. 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, Cameron Langille Senior Planner blan ig'lle(a),albemarle.org Phone: (434)296-5832 ext 3432 Application for Letter of Revision ��RGI43lP ❑ Letter of Revision = $108 This application may require additional review by the Fire Marshal. Fees in addition to those shown on this application may be required as required by the Fire Prevention Code Fee Schedule. A copy of the schedule is available from the Fire Marshal. Final Site Plan Name and Number: Our Lady of Peace; SDP201100079; LOR #2 Contact (who should we contact about this project) Stephen Feather Street Address 301 6th Street SW City Roanoke state Virginia Phone Number 540.342.7534 x111 Owner of Record Our Lady of Peace, Inc Street Address 3333 Peters Creek Rd City Roanoke State Virginia Phone Number 540-366-0381 Applicant Jack Ellinwood, LA; Parker Design Grou Street Address 2122 Carolina Ave SW City Roanoke State Virginia Phone Number 540.387.1153 SUBMITTAL REQUIREMENTS: 24016 stephen.feather@idgarchitecture.com 24019 mcgriffen@csmanagement.com 24014 JEllinwood@parkerdg.com 0 The appropriate fee, 0 The site plan number that the change applies to, 0 A request letter describing the proposed changes from the owner or authorized agent, 0 4 copies of the plan that shows the proposed changes, Changes must be shown on the sheet or sheets from the approved final site plan, or on an 1 F'X17" copy of that portion of the approved final site plan. Owner/Applicant Must Read and Sign I hereby certify that the information provided on this application and accompanying information is accurate, true and correct to the best of my knowledge and belief. 01 /06/2020 Signature of Q*~, Agent Date Jack Ellinwood, L.A. 540-387-1153 Print Name Daytime phone number of Signatory FOR OFFICE USE ONLY LOR # Fee Amount $ Date Paid By who? Receipt # Ck# By: County of Albemarle Department of Community Development 401 McIntire Road Charlottesville, VA 22902 Voice: (434) 296-5832 Fax: (434) 972-4126 REVISED 4/23/2018 Page 1 of 1 IL IL 00 \� �°� A 0 '\ \ . . . . SITE SPECIFIC DEMOLITION NOTES: DN-1 CONTRACTOR TO REMOVE EXISTING TREES/SHRUBS. DN-2 CONTRACTOR TO COORDINATE RELOCATION OF EXISTING MARY STATUE. (SEE APPROXIMATE LOCATION ON SITE PLAN BELOW.) DN-3 CONTRACTOR TO REMOVE/REPLACE SIDEWALK, CURB, PAVEMENT, ETC. WITHIN DOTTED HATCH AREA IN ORDER TO INSTALL PORCH AND UTILITY CONNECTIONS. • ±192 FT. OF CURB * ±1,310 FT2 OF CONCRETE SIDEWALK • ±2,080 FT2 OF STANDARD DUTY PAVEMENT DN-4 CONTRACTOR SHALL PROVIDE NEAT, VERTICAL SAW CUT WHERE NEW CONSTRUCTION JOINS THE EXISTING AS NOTED ON PLANS. THIS ITEM MAY BE PRECAST 4"-► OR CAST IN PLACE. CONCRETE IS TO BE CLASS A3 IF 2"R CAST IN PLACE, 4000 PSI IF PRECAST. U. jSURFACE 00 /';.,.......•.':.;, BASE SUBBASE 6" * THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" (15" DEPTH) OR INCREASED AS MUCH AS 3" (211' DEPTH) IN ORDER THAT THE BOTTOM OF CURB WILL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. OTHERWISE THE DEPTH IS TO BE 18" AS SHOWN. ■ NOT TO SCALE 2" TYPE SM-9.5A BITUMINOUS CONCRETE WEAR COURSE 8" TYPE 21-B AGGREGATE BASE MATERIAL �-SUBGRADE TO BE COMPACTED TO 95% STANDARD PROCTOR STANDARD DUTY PAVEMENT (NOT TO SCALE( NOTE: PAVEMENT SECTION BASE TO BE VERIFIED BY SOIL TESTING, PRIOR TO CONSTRUCTION. NOTE: INJECTION MOLDED FITTING ARE AVAILABLE IN TEES, WYES. REDUCERS, 45° BENDS AND BELUBELL COUPLERS. WATERTIGHT (WT) JOINTS SHOWN. SOIL -TIGHT (ST) FITTINGS ARE ALSO AVAILABLE. NYLOP 1a :LEAN UT END CAT' ADJUST GRADE PER ENGINEERS PLAN '�INISTiFD GRADE � DO!VNSPOUT ADAPTER INS-RT_D iN R'.SFR PIPE I 49 mulch flag pole O �`'.. I4R mulch ElI. F1 � a FINISHED FLOOR ELEVATION HELD AS THE BENCHMARK 500. 0, 6 x6" 10/10 W.W.M. WITH 2" MINIMUM COVER LIGHT BROOM FINISH EXPANSION JOINTS UNLESS OTHERWISE STATED CONSTRUCTION JOINT MAX. CROSS SLOPE 1/4" : 1 MIN. CROSS SLOPE 1.0% ed a ' e a a'' e • ° " < ' d ., ° 3000 P.S.I. CONCRETE ifl ° ;0 eF "7 ° AT 28 DAYS e a COMPACTED AGGREGATE BASE VDOT #21A COMPACTED SUBGRADE TO 9S% (STD. PROCTOR) TRANSVERSE EXPe"'' CON] SEE PL, BL, LDING FACE { NIFCTIONMOLDFD . VVT rFE � INSERT NJFCTION P OLDED. G?>CETFD SPIGOT BY N L.L. REWCER 'NJEC IC\ 'b. . NIOLDED W� GASKETED 90'F-FND CONNECTION - NJEC -ION MOLDED - FIDPE PIPE (TYP) ry'T TEE 2 FORMATTING UPDATES AND RENAME. TJR 910TI1B -A-1- vG. REV. DESCRIPTION BY ,,..D"Y U."D I VANCED DRAINAGE SYSTEMS, INC. ('ADS') HAS PREPARED THIS DETAIL EASED ON INFORMATION PROVIDED TO ADS. THIS �Tir RAMNG 15 INTENDED To DEPICT THE COMPONENTS AS REQUESTED. ADS HAS NOT PERFORMED ANY ENGINEERING OR DESIGN SERVICES FOR THIS PROJECT, NOR HAS ADS INDEPENDENTLY VERIFIED THE INFORMATION SUPPLIED. THETHE NSTALtATRA ON DETAILS ROOF DIN a6ao TRDEMAN a�w EVIEWETHESE DETAILS PRIOR TOR CONSTRUCTION.. IT IS THE DESIGN ENGINEERS R'ESPONSIUKM TO ENS UREECOMMENDATIONS AND ARE NOT SPECIFIC FOR THIS PRWECTDESIGNTHE DETAILS � SHALL (TEECLEANOOT) toaeaeo�-' H:LIURD, 0HI0 6OVIDED HEREIN MEE-rS OR EXCEEDS THE APPLICABLE NATIONAL, STATE, OR LOCAL REQUIREMENTS AND TO ENSURE THAT THE GRAw',NG NUh16ER: STD-1002 StAOG uIC+ AILS PRCVIOED HEREIN ARE ACCEPTABLE FOR THIS PROJECT. EXPANSION JOINT WHERE WALK ABUTS CURB, PAVEMENT OR STEPS IANSVERSE CONTRACTION II NT 5'-0" 40'-0" OR MATCH JOINTS OF TYP. CURB WHEN ADJACENT PARTIAL PLAN WALK WIDTH LONGITUDINAL CONTRACTION JOINT < 5'-11" NONE V-0" - T-1 V ONE ALONG WALK AT CENTERLINE V-1)" - 12'_0" TWO ALONG WALK AT THIRD POINTS CONCRETE1 AL 'FAIL (NOT TO SCALE) NOTE: PAVEMENT SECTION TO BE VERIFIED BY SOIL TESTING PRIOR TO CONSTRUCTION, 2" HARDWOOD STAKE \NIZED WIRE GUY -R HOSE PING V�BURLAP FROM 3 OF BALL )DED HARDWOOD BARK I 3" MIN.) 1 SAUCER AROUND TREE 30" MIN. 6" MIN. �- TWICE BALL DIAMETER L' TAIL, TREE PLANTING® UP TO 4" CALIPER asphalt' j pavement- K i *b �� 00 <�/Y mulch & groundcover 6) ,X PAVEMENT TO BE REPLACED TO INSTALL ROOF DRAIN CONNECTION { 4 4B6 '^✓ TOPOGRAPHY CERTIFICATION: THIS PARTIAL TOPOGRAPHIC SURVEY WAS COMPLETED UNDER THE DIRECT AND RESPONSIBLE CHARGE OF ALAN CLEMONS, FROM AN ACTUAL GROUND SURVEY MADE UNDER MY SUPERVISION; THAT THE IMAGERY AND/OR ORIGINAL DATA WAS OBTAINED DECEMBER, 2019 AND THAT THIS PLAT, MAP OR DIGITAL GEOSPATIAL DATA INCLUDING METADATA MEETS THE MINIMUM ACCURACY STANDARDS UNLESS OTHERWISE NOTED. GRAPHIC SCALE 10 0 5 10 20 497.35(ME) 4 a 'Fs ( IN FEET) 1 inch = 10ft. 1 `r _ APPROXIMATE LOCATION OFSTATUE t� CONOTRACTOR CATED TOYVERIFY WITH OWNER / ' \(TT \ L \ � mulch asphaltpavement> D. / z� yab t ^ ..{1Y flag pole \" ��t f 57' ROOF DRAIN COLLECTOR I I yl i �8ej .' - ( / 34' ROOF DRAIN COLLECTOR 0 FC:497.45(ME) ; 6" ADS N12 0 3.0% FC:497.58(ME) BC:497.95(ME) / t / 6' ADS N12 ®3.0% � e, BC:498.08(ME) l I / GO -I a0i 00l G07 GOl GO ®� GOl GOl INV=495.64 INV=494.71 GO1 1 G497.1O(ME) R10.0 I ® ® ® ®I : q97 68 / ' i / mulch FC& FC:497.79 I mulch BC:498.18 /' groundcover BC:497.60(ME) BC:498.29 FC:498.00FC:498.11 I BC:498.42 BC:497.57(ME) �- CG-2 (TYP) BC:498.50 I BC:498.61 / 497.57(ME) / (HIGH POINT) Fc• 4Q7 F)F �, CLEANOUT TEE (TYP. 3 PLACES)51 Q• a� , s 7•-9,9 499 • a •L4 6 �✓`I \ ' Y ��'� ��'.,..� `"-"`"�j ��'S� �•� SEE ARCHITECTURAL 'I PLANS 49908 499.08 t7 499.08 o yam. F'ti 499.08 rt 4 j!�. �(D� a '499.24 yt� .n. 499.24 jv . . L6 v LOD '°A INV=497.5 499.24 INV=49 5� 499.24 a NOTES: ® 499.42 499.42 0 1. PROPOSED BUILDING AND COLUMN LOCATIONS SHOWN ARE APPROXIMATE; REFER TO ARCHITECTURAL PLANS FOR LOCATIONS AND DIMENSIONS. " u 2. WHERE PAVEMENT MUST BE REPLACED FOR ROOF DRAIN COLLECTOR, a INSTALLATION, PROVIDE A SAW -CUT EDGE ADJACENT PAVEMENT TO REMAIN; NEW PAVEMENT SHALL MATCH EXISTING PAVEMENT SECTION. 3. SEE ARCHITECTURAL PLANS FOR DEMOLITION NOTES AND DETAILS,"' d 4 0 a INCLUDING DIRECTION FOR LANDSCAPING AND SITE APPURTENANCES.: o 4. ADS ROOF DRAIN CLEANOUTS TO BE ADJUSTED TO GRADE. �£ a� LIMITS OF DISTURBANCE 5. KD-KOUSA DOGWOOD (2) MIN. 2" CALIPER AT PLANTING. 5 000-SF LOD LOD ' FFE: 500.0' VERTICAL ELEVATION REFERENCE EXISTING DI-3B DEPTH=7.5' CONNECT ADS N12 ROOF COLLECTOR PIPE 3.5' FROM RIM (493.0) REPLACE PAVEMENT TO INSTALL AS REQUIRED / Tti4i 4B6 Submittal Type Reviewed and Approved by the Co. imunity Development Department Date 10 Fi i � Jam_ I - Sig at re GRAPHIC SCALE 10 0 5 10 20 ( IN FEET) 1 inch = 1 Oft. f { £ T A r.� kR ,ar ker DESIGN GROUP ENGINEERS • SURVEYORS PLANNERS 0 LANDSCAPE ARCHITECTS 2122 Carolina Ave, SW Roanoke, VA 24014 Ph: 540-387-1 153 Fax: 540-389-5767 1915-B W. Cary Street Richmond, VA 23220 Phone:804-358-2947 Fax:804-359-9645 www.parkerdg.com These documents are the property of Parker Design Group(PDG) and may not be reproduced or used without the express permission of PDG. Any reuse of these documents without authorization of PDG will be at the sole risk of the individual or entity utilizing said documents. I 1 :I f i I low,I - • REVISIONS DESIGNED BY: CEP/JDE DRAWN BY: CEP/JMD CHECKED BY: ME SCALE: ill = 10, DATE: JANUARY 03, 2020 PROJECT NUMBER: 19-0244 SHEET TITLE: iT PLAN