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HomeMy WebLinkAboutSDP201900062 Plan - Approved Letter of Revision 1 2021-04-30SITE DATA OWNER: HYDRAULIC & GEORGETOWN LLC 400 LOCUST AVENUE, SUITE 3 FINA SITE PLAN CHARLOTTESVILLE, VA 22902 DEVELOPER: BMC HOLDINGS GROUP LLC 400 LOCUST AVE, SUITE 3 lumuUmm CHARLOTTESVILLE, VA 22902 umm Umm PLAN PREPARER: ROUDABUSH, GALE, & ASSOCIATES, INC. C R G I 999 SECOND ST. SE LLM V N Y DR'j LJ luilmEm" Um C CHARLOTTESVILLE, VA 22902 (434) - 977- 0205 TAX MAP PARCEL No: 060FO- 00- 00- 00300 NAf"'%v m mmi PARCEL AREA: 1.05 ACRES SHEET INDEX ZONING: NEIGHBORHOOD MODEL DISTRICT. PARCEL IS SUBJECT TO ZMA2006-14 WITH ASSOCIATED PROFFERS AND CODE OF DEVELOPMENT; AIRPORT OVERLAY AND ENTRANCE CORRIDOR OVERLAY DISTRICTS Mqlf I i 1�41A PROPOSED USE: PROFESSIONAL OFFICES ALBEMARLE COUN I V1 RGi BUILDING AREA: 16,815 GROSS SF, MAXIMUM ALLOWED 14,289 GROSS SF, PROPOSED (INCL. PARKING LEVEL) BUILDING HEIGHT ALLOWED: 2 STORIES: 50' MEASURED FROM FRONT FACADE SDP=2019=00062 3 STORIES: 60' MEASURED AT THE BACK TO INCLUDE BASEMENT Ai BUILDING HEIGHT PROPOSED: FRONT 32' MEASURED FROM FINISHED FLOOR TO PARAPET PARKING SETBACK: 10' MINIMUM BUILDING SETBACKS: (IN ACCORDANCE WITH THE GENERAL DEVELOPMENT PLAN) (MINIMUM) FRONT SETBACKS FROM BUILDING CORNERS: 9.63' & 13.47' FRONT SETBACKS FROM CENTER OF BUILDING- 15.22' & 21.85' BUILDING SETBACKS FROM THE RA ZONING- 47.50' AREA SUMMARIES: TOTAL BUILDING COVERAGE = 6,765 SF (159) TOTAL IMPERVIOUS COVERAGE (INCL BUILDING) = 20,765 SF (45'g) TOTAL OPEN SPACE = 24, 973 SF (55%) MAGISTERIAL DISTRICT- JACK JOUETT MAGISTERIAL DISTRICT WA TERSHED: I VY CREEK (A WA TER SUPPLY PROTECTION AREA) BOUNDARY SOURCE: SUBDIVISION PLAT, LOT 1, "GEORGETOWN GREEN" PREPARED BY W.S. ROUDABUSH, DATED JUNE 20, 1967, RECORDED AT DB 440 PG 93. TOPOGRAPHY.• TAKEN FROM GENERAL DEVELOPMENT PLAN BY DOMINION DEVELOPMENT RESOURCES, LLC (2006); TREE SURVEY BY ROUDABUSH, GALE & ASSOCIATES, JANUARY 2019; WATERLINE LOCATION CHECK BY ROUDABUSH, GALE & ASSOCIATES, SEPTEMBER 2019. BENCHMARK. TRAFFIC BOX 614.79, TAKEN FROM GENERAL DEVELOPMENT PLAN BY DOMINION DEVELOPMENT RESOURCES, LLC (2006) DA TUM: HORZ.: NA VD 88 VER T.: NAD83 FLOODPLAIN: THIS PROJECT IS LOCA TED WI THIN "ZONE X" AS SHOWN ON FLOOD INSURANCE RA TE MAP. COMMUNI TY PANEL NUMBER 510003C 0279 D. EFFECTIVE DATE FEBRUAR Y 4. 2005. PARKING REQUIRED: PER GENERAL DEVELOPMENT PLAN, 1 SPACE PER 200 SF NET LEASABLE AREA = 9,376/200 = 47 SPACES PARKING PROVIDED: 50 PARKING SPACES TOTAL 2 ADA VAN ACCESSIBLE SPACES** *3 SPACES RESERVED FOR IMP 60E-1 PER DB 1591 PG 160 **ACCESSIBLE PARKING SPACES AND ACCESS ISLES SHALL NOT HAVE A SURFACE SLOPE GREATER THAN 1:48. ACCESS ISLES SHALL BE AT THE SAME LEVEL AS THE PARKING SPACE THEY SERVE RETAINING WALLS RETAINING WALLS GREA TER THAN 3 FEET IN HEIGHT REQUIRE A SEPARA TE BUILDING PERMI T WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE AN STAMPED ENGINEERED DESIGN. PLEASE SEE RETAINING WALL DESIGN BY OTHERS UNDER SEPARATE COVER. LANDSCAPING: SEE LANDSCAPING PLAN SHEET LIGHTING: EACH OUTDOOR LUMINARIES EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINARIES AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND FROM ADJACENT ROADS. AMENITY AREA REQUIRED - 5,227 SF (11. Oq) PROVIDED - 17,785 SF (38.97.) NO EVIDENCE OF A BURIAL SITE WAS FOUND ON SUBJECT PARCEL. NO STREAM BUFFER(S) ARE PRESENT ON THE SUBJECT PARCEL. THE SUBJECT PROPERTY IS NOT LOCATED WITHIN AN AGRICUL TURAL-FORESTAL DISTRICT. THE SUBJECT PROPERTY IS LOCATED WITHIN THE JURISDICTIONAL AREA FOR PUBLIC WATER AND SEWER. GENERAL CONSTRUCTION NOTES 1. THE OWNER WILL DESIGNATE A PROJECT MANAGER TO ACT AS OWNER'S REPRESENTATIVE DURING THIS PROJECT. CONTRACTOR SHALL REPORT DIRECTLY TO THIS PROJECT MANAGER UNLESS OTHERWISE DIRECTED. 2. THE DESIGNER HAS CONDUCTED NO STUDIES DESIGNED TO DISCOVER THE PRESENCE OF ANY HAZARDOUS SUBSTANCES ON THIS PROPERTY AND ASSUMES NO RESPONSIBILITY OR LIABILITY RESULTING FROM THE PRESENCE ON ANY SUCH SUBSTANCE. 3. THE CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED FOR THIS WORK AND PAY ALL ASSOCIATED FEES.. THIS INCLUDES ALL NECESSARY PERMITS, INSPECTIONS, BONDS, AND OTHER APPROVAL RELATED ITEMS IN ACCORDANCE WITH THESE PLANS AS WELL AS LOCAL, STATE, AND FEDERAL POLICIES. 4. PAVED OR RIP RAP DITCH MAY BE REQUIRED WHEN, IN THE OPINION OF THE RESIDENT ENGINEER OR HIS: DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 5. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION, AND SHALL BE PROVIDED BY THE CONTRACTOR. 6. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). TALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE VDOT ROAD AND BRIDGE STANDARDS (LATEST EDITION) AND THE VDOT ROAD AND BRIDGE SPECIFICATIONS (LATEST EDITION). EARTHWORK, DRAINAGE, & SITE CONDITIONS 1. EXCEPT AS OTHERWISE SHOWN ON THE PLANS, ALL CUTS AND FILLS SHALL MATCH EXISTING SLOPES OR [BE NO GREATER THAN 2:1. 2. UNLESS OTHERWISE NOTED ON THE PLANS OR IN THE SPECIFICATIONS, ALL FILL MATERIALS SHALL BE COWPACTED TO 95% OF THEORETICAL MAXIMUM DENSITY AS DETERMINED BY AASHTO T-99 METHOD A, WITHIN PLUS OR MINUS 2% OF OPTIMUM MOISTURE, FOR THE FULL WIDTH AND DEPTH OF THE FILL. 3. ALL GRADING AND IMPROVEMENTS TO BE CONFINED TO THE PROJECT AREA UNLESS OTHERWISE INDICATED. 4. ALL MATERIALS AND INSTALLATION DETAILS SHALL CONFORM TO APPLICABLE LOCAL ORDINANCES AND VDOT ROAD & BRIDGE STANDARDS (LATEST EDITION) UNLESS OTHERWISE STATED WITHIN THE PLANS.. 5. ANY UNUSUAL OR UNANTICIPATED SUBSURFACE CONDITIONS SHALL BE IMMEDIATELY REPORTED TO THE ENGINEER. 6. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND LOCATIONS PRIOR TO BEGINNING WORK, AND) IMMEDIATELY NOTIFY THE PROJECT MANAGER IN THE EVENT THERE ARE ANY DISCREPANCIES BETWEEN SUCH CONDITIONS AND THOSE SHOWN ON THE PLANS AND SPECIFICATIONS. 7.IN THE EVENT THAT GRADING AS SHOWN ON THE PLANS IS NOT FEASIBLE, CONTRACTOR SHALL ADVISE THE PROJECT MANAGER AND ENGINEER BEFORE FINAL GRADING COMPLETION FOR ADVICE AND CONSENT. UTILITES & DRAINAGE SYSTEMS UTILITIES 1. ANY DAMAGE TO EXISTING UTILITIES CAUSED BY CONTRACTOR OR ITS SUBCONTRACTORS SHALL BE CONTRACTOR'S SOLE RESPONSIBILITY AND REPAIRED AT CONTRACTOR'S EXPENSE. 2. THESE PLANS DO NOT GUARANTEE THE EXISTENCE, NON-EXISTENCE OR LOCATION OF UTILITIES. CONTRACTOR SHALL VERIFY THE EXISTENCE AND LOCATION OR THE NON-EXISTENCE OF UTILITIES. AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION OR CONSTRUCTION, CONTRACTOR SHALL NOTIFY MISS UTILITY (1-800-552-7001) AND/OR THE RESPECTIVE UTILITY COMPANIES FOR GAS, WATER, SEWER, POWER, PHONE AND CABLE. CONTRACTOR SHALL TIMELY ARRANGE TO HAVE THE VARIOUS UTILITIES LOCATED, AND TO HAVE THEM REMOVED OR RELOCATED, OR TO DETERMINE THE METHOD OF PROTECTION ACCEPTABLE TO THE RESPECTIVE OWNER, IF THE METHOD OF PROTECTION IS NOT OTHERWISE SPECIFIED. CONTRACTOR SHALL CONDUCT ITS WORK IN THE VICINITY OF EXISTING UTILITIES IN ACCORDANCE WITH THE RESPECTIVE UTILITY'S RULES AND REGULATIONS. ANY COST INCURRED FOR REMOVING, RELOCATING OR PROTECTING UTILITIES SHALL BE BORNE BY CONTRACTOR ® UNLESS INDICATED OTHERWISE. CONTRACTOR VICINITY MAP SCALE: 1 "=1000 FEET SDP-2016-00062 LETTER OF REVISION #1 APPR WD by an Albemarle County `Nv� �t7,i art(Tlent ini,�i LL1 1hK Ur' REV151ON SHOWS THE SUBSTANTIVE'S CHANGES OF THE FINAL SITE PLAN AS FOLLOWS: 1. THE EXISTING TOPOGRAPHY HAS BEEN UPDATED. 2. THE PROPOSED GRADES HAVE BEEN RAISED BY 0.5 FT TO TIE IN WITH THE REVISED EXISTING GRADES ALONG HYDRAULIC ROAD. NEW SPOT SHOTS HAVE BEEN ADDED TO THE GRADING PLAN. 3. THE HEIGHT OF ALL RETAINING WALLS HAS CHANGED AND THE LENGTH OF RETAINING WALL #1 AND #2 HAS CHANGED. 4. AN EXISTING 20" POPLAR AND A 15" POPLAR ARE TO BE REMOVED DUE TO NEW GRADES. 5. REMOVED TREES IN THE CONSERVATION AREA THAT ARE 12" OR GREATER ARE TO BE REPLACED AT A 2:1 RATIO. THEREFORE, 4 POPLARS HAVE BEEN ADDED TO THE LANDSCAPING PLAN. THE PLANT SCHEDULE HAS BEEN UPDATED TO SHOW THE ADDED TREES. 2- THIS PARCEL IS SUBJECT TO ZMA2006-14 WITH ASSOCIATED PROFFERS AND CODE DEVELOPMENT. SHEET 1 ---------- COVER SHEET SHEET 2 ---------- EXISTING CONDITIONS L DEMOLITION PLAN , PLAN a * 4 ♦ w w w • i; A wAell * k' DISTANCE PLAN ♦ j., CALCULATIONS . a SHEET 10 -------- LANDSCAPE PLAN, NOTES AND DETAILS SHEET 12 -------- PHOTOMETRIC PLAN & DETAILS CONSTRUCTION LEGEND EXISTING INTERMEDIATE CONTOUR - - - -332 - - - EXISTING INDEX CONTOUR - 300- - - PROPOSED CONTOUR 20 EXISTING EDGE OF PAVEMENT EX. EP TT-- PROPOSED EDGE OF PAVEMENT EP EXISTING CURB AND GUTTER - EX. C&G _ PROPOSED CURB AND GUTTER CG-6 TRANSITION FROM CG-6 ROLL-TOP CG-6 ROLL-TOP EXISTING STORM SEWER EX. 15" RCP - PROPOSED STORM SEWER 15" RCP � I r EXISTING SANITARY SEWER PROPOSED SANITARY SEWER - s - s - s - PROPERTY LINE EASEMENT LINE _________________ CENTERLINE - LIMITS OF CLEARING AND/OR GRADING EXISTING SPOT ELEVATION T 12.0 PROPOSED SPOT ELEVATION +12.0 EXISTING TREE DRIP LINE EXISTING TREE EX. 'I5' OAK PROPOSED TREE OAK SHALL EXCAVATE TO LOCATE BURIED UTILITIES FAR ENOUGH IN ADVANCE OF ITS WORK TO ALLOW FOR HORIZONTAL AND /OR VERTICAL ADJUSTMENTS TO ITS WORK AND/OR THE UTILITIES. NO ADJUSTMENT IN COMPENSATION OR SCHEDULE WILL BE ALLOWED FOR DELAYS RESULTING FROM CONTRACTOR'S FAILURE TO CONTACT AND COORDINATE WITH UTILITIES. 3. WHEN THE WORK CROSSES EXISTING UTILITIES, THE EXISTING UTILITIES SHALL BE ADEQUATELY SUPPORTED AND PROTECTED FROM DAMAGE DUE TO THE WORK. ALL METHODS FOR SUPPORTING AND MAINTAINING THE EXISTING UTILITIES SHALL BE APPROVED BY THE RESPECTIVE UTILITY COMPANY AND/OR THE ENGINEER. CONTRACTOR SHALL EXERCISE CARE TO INSURE THAT THE GRADE AND ALIGNMENT OF EXISTING UTILITIES ARE MAINTAINED AND THAT NO JOINTS OR CONNECTIONS ARE DISPLACED. BACKFILL SHALL BE CAREFULLY PLACED AND COMPACTED TO PREVENT FUTURE DAMAGE OR SETTLEMENT TO EXISTING UTILITIES. ANY UTILITIES REMOVED AS PART OF THE WORK, AND NOT INDICATED TO BE REMOVED OR ABANDONED, SHALL BE RESTORED USING MATERIALS AND INSTALLATION EQUAL TO THE UTILITY'S STANDARDS, 4. CONTRACTOR SHALL NOTIFY LANDOWNERS, TENANTS AND THE PROJECT MANAGER PRIOR TO THE INTERRUPTION OF ANY SERVICES. SERVICE INTERRUPTIONS SHALL BE KEPT TO A MINIMUM AND SHALL ONLY OCCUR WITH THE KNOWLEDGE AND PERMISSION OF THE SERVICE'S OWNER OR AUTHORITY. 5. THE ADJUSTMENT OF ALL MANHOLE TOPS, WATER VALVE BOXES, GAS VALVE BOXES AND WATER METER BOXES SHALL BE THE RESPONSIBILITY OF CONTRACTOR. 6. ALL WATER METER, VALVES AND FIRE HYDRANT ADJUSTMENTS/RELOCATIONS SHALL BE PERFORMED BY THE CONTRACTOR. CONTRACTOR SHALL KEEP A -REDLINE-- SET OF PLANS DOCUMENTING ALL SUCH AS -BUILT REVISIONS. 7. ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. DRAINAGE SYSTEMS 1. CONTRACTOR SHALL EXERCISE CARE, ESPECIALLY AT INTERSECTIONS AND GUTTER LINES, TO PROVIDE POSITIVE DRAINAGE. ANY AREAS WHERE WATER IS IMPOUNDED SHALL BE CORRECTED BY CONTRACTOR AT NO ADDITIONAL COST. POSITIVE DRAINAGE OF ALL ROADWAY AREAS TO THE STORM DRAIN INLETS OR OTHER ACCEPTABLE DRAINAGE CHANNELS AS NOTED ON THE PLANS IS REQUIRED. 2. CONTRACTOR SHALL MAINTAIN EXISTING STREAMS, DITCHES, DRAINAGE STRUCTURES, CULVERTS AND FLOWS AT ALL TIMES DURING THE WORK. CONTRACTOR SHALL PAY FOR ALL PERSONAL INJURY AND PROPERTY DAMAGE WHICH MAY OCCUR AS A RESULT OF FAILING TO MAINTAIN ADEQUATE DRAINAGE. 3. ALL PIPES, DI'S AND OTHER STRUCTURES SHALL BE INSPECTED BY THE PROJECT MANAGER BEFORE BEING BACKFILLED OR BURIED. THE PROJECT MANAGER MAY REQUIRE CONTRACTOR, AT NO ADDITIONAL COST, TO UNCOVER AND RE-COVER SUCH STRUCTURES IF THEY HAVE BEEN BACKFILLED OR BURIED WITHOUT SUCH INSPECTION. 4. ALL CATCH BASINS ENCOMPASSED WITHIN NEW CONSTRUCTION SHALL BE CONVERTED TO DROP INLETS. 5. REMOVED PIPE SHALL BE THE PROPERTY OF CONTRACTOR UNLESS NEGOTIATED OTHERWISE BEFORE PROJECT BIDDING; AND IF NOT SALVAGED FOR RE -USE, SHALL BE DISPOSED OF LAWFULLY. 6. ALL STORM SEWER PIPE AND DROP INLETS SHALL BE CLEARED OF DEBRIS AND ERODED MATERIAL PRIOR TO FINAL ACCEPTANCE. 7. ALL STORM SEWER PIPE JOINTS SHALL BE SEATED AND SEALED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. 8. ALL EXISTING ROOF DRAINS AND OTHER DRAINAGE CONDUIT BLOCKED OR DISRUPTED FROM THEIR PRE -CONSTRUCTION DRAINAGE PATTERNS SHALL BE SHORTENED, EXTENDED OR OTHERWISE ROUTED USING MATERIALS APPROVED BY THE ENGINEER, AND IN SUCH A WAY THAT THE NEW DRAINAGE PATTERNS ARE ACCEPTABLE TO ENGINEER AND THE PROJECT MANAGER. 9. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. EXISTING WATERLINE PROPOSED WATERLINE _w_w EXISTING FIRE HYDRANT PROPOSED FIRE HYDRANT EXISTING WATER VALVE --tip}-w -w PROPOSED WATER VALVE -0 W w PROPOSED WATER METER O EXISTING REDUCER w-gam_-w PROPOSED REDUCER w ®--w HANDICAP RAMP (CG-12) DENOTES LOCATION OF STD. VDOT CG-12 AND/OR JURISDICTIONAL STANDARD RAMP CONSTRUCTION PARKING INDICATOR 12 INDICATES THE NUMBER OF TYPICAL PARKING SPACES BENCHMARK VEHICLES PER DAY COUNT 1,234 VPD PROPOSED STREET NAME SIGN + EXISTING SIGN PROPOSED SIGN APPROVALS DEPARTMENT OF COMMUNITY DEVELOPMENT DATE PLANNING / ZONING � '� L' ,L= --•'� 30 �UZ ENGINEERING f I 1 INSPEC7IONS ARCHITECTURAL REVIEW BOARD DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VA. DEPARTMENT OF TRANSPORTATION CONTRACTOR'S RECORD DRAWING CERTIFICATION STATEMENT: ((SEE SHEET 9 FOR RECORD DRAWING REQUIREMENTS) THIS HAND MARKED SET OF DRAWINGS HAS BEEN "REDLINED" TO PROVIDE AN ACCURATE DETAILED RECORD OF AN Y SUBSTANTIVE CHANGES TO THE APPROVED DESIGN DRAWINGS. ANY ITEMS NOT "REDLINED" ON THIS PLAN SET OR SUBSEQUENT PAGES SHOULD BE CONSIDERED TO BE "CONSTRUCTED IN ACCORDANCE- WITH THE DESIGN AS SHOWN': NAME, TITLE FOR: DA TE CON TRACTOR) I DATE: 10-25-2019 SCALE: NA JOB: 19.0125 SDP-2019-000162 SHEET: OF13 I% L J \ I c, I I I \ i \ I \ I \ TMP 60E-2 \ I GEORGETOWN GREEN I ZONED: R-6 I USE: RESIDENTIAL I COMMON AREA / i �,. EX. CHAINLINK �1 �t CRITICAL SLOPE PER ALBEMARLE COUNTY GIS - SLOPES GREATER THEN 25% - APPROXIMATELY 5,860 SF TO BE DISTURBED. NO DISTURBANCE TO BE DONE IN l PRESERVATION AREA I II EXISTING SANITARY 1 SEWER & EASEMENT I II 'ROPOSE'D SAN,I-TARY 40 CCgNNECTIO� X X fi I r{�yf I �•r X 24"PINE X X C Sf T a I X 10"POP 5"PIN s + T tYS k: # C.a INE i 18"MPL g k 24"PINE 15"POP J y I " 10POP X w\ 20"POP w 10"MPL ..... EX. 12' ACSA EASEMENT DB 440 P(�90 �6 ;HAEL & MELIINDA *+ SPRINKEL SE ORESDIDENTIAL I I � I 1 i END SIDEWALK/CURB DEMO _ I I DASHED LINE INDICATES EXTENTS OF SAW CUT & MILLING OF PAVEMENT WHERE APPLICABLE. PROPOSED PAVEMENT WIDENING IN ACCORDANCE WITH VDOT STANDARDS. I c� 4 I I }+� U EXISTING CURB ro I ° J� WM I aI 1 I TMP 60E-1 -, � I , AMIC INVESTMEN ' TAL ENTERPRIS /S' °� �c� . 4 Wawa ZONED: C-1 '� �° °$i' OFFICE BUIL ING Tt{° j � �r� I a• , l I I + EXISTING MAtJ OLE TO BE LOW RED TO w 1 I FINI HED PAVE ENT GRADE / ,,f 4, I I EXISTING SIDEWALK & CURB TO -BE \ / p° EMOVED tFOR ENTRANCE CONS%UCT,O r BEGIN CURB &SIDEWALK DEMO A,4 O C I J i i i --------- BOUNDARY CURVE TABLE Curve Length Radius Delta Tangent Chord Chord Bearing C6 16.68' 235.00' 4'04'03" 8.35' 16.68' N 00'37'30" E C7 64.64' 265.00' 13'58'33" 32.48' 64.48' S 0419'46" E C11 97.24' 1696.02' 3'17'06" 48.63' 97.23' S 12'57'35" E C13 22.01' 60.00' 21*01'16" 11.13' 21.89' S 04'21'31" E C17 23.84' 60.00' 22'45'58" 12,08' 23.68' S 27'29'12" W LEGEND: y GIS CRITICAL SLOPES >25% \ +, • • ' ` •� 2C 3'. + \ 20 +, 0 °+ SCALE: 1 "=20 PRESERVATION AREA CONSERVATION AREA SOIL BOUNDARY 20 40 h BOUNDARY LINE TABLE Line Direction Length L1 S 14'44'06" E 14.39' L2 N 77'42'45" W 4.50' L3 S 15'21'39" W 10.20' L4 S 82*18'27" E 5.22' L5 S 38'50'59" W 79,63' L6 N 64'12'41" W 166.59' L7 N 10'52'19" E 210.70' L8 N 80'05'19" E 143.39' 60 / / \ f / / / 659 , (SOIL TYPE) / ' 1 ® ' ' (SOIL TYPES \ i / ® e +' ® `1 i / UPDATED BASE IMAP -; a`Q / ``�. 1 4 V EX. 12' ACSA EASEMENT DB 440 PG 90 TO BE VACATED 2-7B ® (SOIL TYPES ° i U o o � o V0 Z zN (� pcfl C40 �rn �¢ J o o W z U Qw m ow �o W �¢ �Q : OE CO Z� °> w o W C'3 L- Z !� CC % O d it W N �1 U) NW Q Z J j O Ld IL U J J _> IL 0 z O u� Ir �Q rn U cn O Z WCC Z N w O w U 0 � Q Z 0 o cn U J cn v� cn > Z Z Z O O O O O - = U U U O� LL 00 z z z w w =) 0 ca 1- O O O U U U cn � � O O O O c-1 ­1 W N N N N N N I— N m V) 11 m o QN CD VA N CD d\ 0000 rn o m d� 0 0 o c-+ o 0 Zr4 N M d to tD o���yTx of `r� Jimmy L. Taggart Lie, No. 22841 04/30/2021 SIONAL V (y) Z p Q� {w)> o J iz w W= n c Q �- Z �- 2 w �j CSC Z Q o �0 Qo Z W z o Ca ~ O O E- W 0 w 2 DATE: 10-25-2019 SCALE: 1 ":20' JOB: 19.0125 SDP-2019-00062 SHEET: OF13 TYPICAL RETAINING WALL CROSS SECTIONS OF THE DIFFERENT TYPE OF WALLS USED ON THIS PROJECT NOT TO SCALE SEE RETAINING WALL DESIGN PLANS, BY OTHERS, UNDER SEPARATE COVER FOR ADDITIONAL DETAILS 42' Tall 5afety Handrail or Fence.Post - w/ Sleeve -It FenceaPost A nchorinq S stem Mar:;8'-Q" Q.C. Post S ecin optional P 9 (Handrall/Fence ,Installation By Others) SfI GD -.4rC 14-1AWCL®09 l- NEYaGwceJaxTaruWAleiYN1NeLACLL 'G V.94uipACacvlrl1. . . . . . I— � h 4+�" . - -. -1 � �' 11 Y V Top Dia. 74" Grout Fill After Post Installation wl Min 3,000 pg ',Gr t 1 Rottom bia, 7,4`3 Non -Woven Filter Fabric - 4'FT'Wide LIN A 140N or Equivalent. �*. 4Z44 y;';r: r-Cantllever Base 30,6E x 15.3 W -.,,.,... c,.: xJ�i} >v , } 1 12 Sotl Co e 3, .� x r { I I I •; ,f' h .° v ✓ '. _ sr"+ l `•s 471� 4'a iti ry '{Lir fipS�i3'4 ; cr" I I . 11 : a +.4 t.. A i i kq C a s }1- - Pi" t i ; L - mil ­ .. .,, , ,: .. ✓min rofY. �� ' _. - I t �, <o-,f > f t 1 f C. F { II 3ry0�y LL t JV.0 ry Bern O reed Fill f . ,, SLEEVE-IT,SDI FENCE-P05T ANCHORING DETAIL (Not to Scale)' optional nrnaHr�ux uL'* nrvuwx:rvne ._ �. �F�n«� aO­Of_MD­.Fx ,I _ � Yil arh3� 111- umwmimaa ca,..r,�nrs:.cant PEL.E65al3sru,atKGtA,t3 w,a,Glia,nKc 1 1 1r1�nF1�E>.�,1��1.,R.R" q M9ri(rEi 4:t N11 S,rLtiagE B3a LOilbteN AQ.+W!!,T aws.nu,r oennaw waLa� nL�>s w.0 3».•n crneao.13R3xap�s , ATFLY PiaEL1VAO1'a a.iota w1.. COPING ' 1 , I Is I (l { t i I1 ,l I 1 ,,• I I r _"_m _ . It i - � � t r 7 �tl 1 � 0 4 I 1 I •.... i .A 1 I I I 11� ,l I I I , 8' SIDEWALK PROPOSED ALONG THE LENGTH OF THE PROPOSED 80' TAPER LANE II I.I II 94 CONNECT TO EXISTING CURB I I I I t i I .. , ' 4 RETAINING WALL #1: REDI-ROCK I i 4 I I '.•. � 1 I I I i 13.5 MAXIMUM HEIGHT. SEE I 1 I t , RETAINING W I I ALL PLAN UNDER 1 } i !.'r I ;( BOUNDARY CURVE TABLE Curve Length Radius Delta Tangent Chord Chord Bearing C6 16.68' 235.00' 4'04'03" 8.35' 16.68' N 00'37'30" E C7 64.64' 265.00' 13'58'33" 32.48' 64.48' S 04*19'46" E C11 97.24' 1696.02' 3'17'06" 48.63' 97.23' S 12'57'35" E C13 22.01' 60.00' 21.01'16" 11.13' 21.89' S 04'21'31" E C17 2.3.84' 60.00' 22'45'58" 12.08' 23.68' S 27'29'12" W SEPARATE COVER, BY OTHERS. '� i L 11 'I ; •A.. ' 1I9 _ _-.-_ LEGEND: SEE NOTE 4 THIS SHEET. SEE •�1 I I _...-"- RETAINING WALL DETAIL FOR VEHICLE &PEDESTRIAN BARRIER I w .U. 80' PR POSED I z•: ,. - RIGHT ~y ✓ . DESCRIPTION. I 1 Q ,�/v RN TAPE I _•_. - i < GIS CRITICAL SLOPES >25% I CRITICAL SLOPE PER ALBEMARLE COUNTY CIS - SLOPES GREATER ` 1 ''' ?- ': 1 � e I I " ' 1'11> - THEN 25% -APPROXIMATELY 5860 SF TO BE DISTURBED. NO I DISTURBANCE TO BE DONE IN PRESERVATION AREA '. I EXISTING CURB � TMP 60E-1 � DYNAMIIC INVESTMENT< \ �N .Cl- • �► I � wrn ,Q'' I 0-1 -9 ' 3;�- 1 � '�ti ,` , JR "'','' t PRESERVATION AREA I CAPITAL ENTERPRISES Q� ' I � F ZONED: C-1 i xx' �w RETAINING WALL #2:ANCHOR DIAMOND PRO BLOCK } USE: OFFICE BUILDING; {':. `�� B i :r' SEE SHEET 2 DEMO PLAN FOR EXTENTS OF---'_.. 13.5' MAXIMUM HEIGHT. SEE RETAINING WALL PLAN I � / '"' . , SAW CUT & MILLING OF PAVEMENT. CONSERVATION AREA UNDER SEPARATE COVER, BY OTHERS. SEE NOTE 4 1 { v 'i o ,,fir ,, 05 xm PROPOSED PAVEMENT WIDENING IN THIS SHEET. SEE RETAINING WALL DETAIL FOR VEHICLE 1 � 15'. :.' 9.2' � ACCORDANCE WITH VDOT STANDARDS. 2 CLEAR OVERI�I t ,� '-> /•} & PEDESTRIAN BARRIER DESCRIPTION. I PROM) �t�OF VF iI L t "' ' ✓ U' 'r '' 1 ' r 2 MANHOLE TO BE LOWERED TO PROP. GRADE �� s li PP✓'P f% '..t" , og0,� / , / ? ,,jr 1 ,�, g' /.1 - I ADD TRAFFIC RATED COVER I BOUNDARY LINE TABLE Line Direction Length L1 S 14'44'06" E 14.39' L2 N 77'42'45" W 4.50' L3 S 15'21'39" W 10.20' L4 S 82'18'27" E 5.22' L5 S 38'50'59" W 79.63' L6 N 64'12'41" W 166.59' L7 N 10'52'19" E 210.70' L8 N 80.05'19" E 143.39' E , M �$00 2 ��u�, P � �59 5$ ,� , - f I, - A-- 2 OFFSET FROM TRAVEL LANE , 20�' ��58$ Mgr S H /'„ '' ` ; r ' ' ,, ���� N91 _-" 1:,, - 20 0 20 40 60 x � spo15 0-5 �- ,; %,o ,�`- -A& ;*,� PAINT ' I F / r� .. 1, ." '`w-� = ''��I i CC-3 �1 , / "� , � � . 7 SCALE: - ''� w 1 20 ...................... . 3 S ,,. :•ii:•i:•ia :::•::r?::4:•i i•:•:::i::i:::4ii:•ic:iai•?i?. Is` " . r 1 '"E _`1" t 1 / O -` I , w. � �� � Pr r ,�, r, ` ` ..! RIGHT-IN/RIGHT-OUT .................................................... �/ , "e - I I s t ,r ��; M_ 11 .. `::: :::{ EA_- - :�� ,, ` >r ,c?�; -- ENTRANCE MEDIAN 4 :.: K ' plc `� ::..:: :: l� ; c { :•::.:. , r� , s . % ° - I I I i 1� �1 r -r{ "r.,,.l /PROPOED �IPIIDQIL✓"{ ; ' t' .A I �, ,,.� ,. / - AEON 'j 'A GAPING . fi { h >f .,,. i,;%. N ,, ' <a= f' ,i �T //�� (� / I.J/ .,/ y y, "`r; aIJI:,r1Np {'„ :g e! fx €c^'� '� t :•:f ;^;' ' +,,,.^ /^. r`"*..t/ %`,`. r,"n'' I�✓",.. r'." ,!� .P' ,.e .../- N .� ra '� .;a a rP '. �y, s..,' " '{ii r,c �'r -': , , 1, r*•,. 1 '. .i �;". �� / a!• A,,� J`: ;.., ....... / is ;w J s:+ ` 3 ,1.,, _ r Y H r ,, / r^*, ,f 'C: ",y . -_ �/' ,• '/ /+ ,DENOTES STTOF VEHICLE , ��, <.I� ./ < . - -I r- , I ?r } j / ✓ > r , , �, t k ,, 3.0 - �' ' ,� ,1, ro-. c z b .,3 r fs',*� s 't, ti 'a,€f *•Kf / is, ,�'�P " t/. S ;'''ry'11«f �''r. ✓ J`i..W .r`*! �r r ,aC9 4 / � ,RNIER, MO IFIED N r r k" , - - - I c' � f r �• „� 71 .r x- ,tt, a t „st; a , # -, Ix d tl 1 *., "4, ,, r 'P J *, /`� ,+*.. `• `I � /� / ' WITHOUT BL CKOUTS OR 1 ' 1 ,< " = a1 . - I FH r �`, Ff o it 4' ,.�' ;?t s T z N ' s '11 „ I.. . I',-,-d y ,E'r+": ,c i/ +,j Y ,� 4 . �,'" rt, . ;` �,. , f ^. / �� rr. ,'FAP .RO ED: UAL. ;r .g <; *, ,! ,t ;` f. 4 �/, `c, P I FRONT Q;::..::::f. I it I 3 I4FS, tea, +7 m ? V >`" rr i.� t ra x'_:,, •^t., b: -0 k.s + .>.'^, `i., /r .' t% " O I y' '� ,. 1 '. 1 d M, s"' .j � J^', ~<✓ ' f PAR,KI G` f OTSry,CLE OF} 2a ;� fr 1 ,, , ,<`;, 1 _ r° P: ' 4' Q t S {� < i / 1 tt " 3, r, %i.: ,,.1 a,c:. �'.d 1„r {.{� z e.I 7: r < r, CO 'f'��',..,�, dl y ,r+iu a •,�. t'� �e' f,`, �,�>'`;a' -�, r` f`�'�,✓{', +1 x , �I OVERH,QNG DESIG(V�D BYE r�_!. r, 4=. -:: �:�;�,.',,.`,1�,•1.2•� WIDE 1 -'` ,� f,.:.., '� <':,r. ;;�.1.:/�:{,�' ' I OTHERS1"'!l-'111 E I�V�LL"'PLANS ; ;' i I, q r. c f 1R B CUT -` ovERNANc I y(, 'f RETAINING WALL ;' I i}j X 1tss n s #r * rf• �f ,.,tl ..,� T"�� J I ! r ✓.. w/.,G- 51 t t UDDER SR COl(ER It»� I} 1 - _ t..r' rgt a F� f �t I _4 7.0' f a; ' #4 BY OTHERS � t la....,: I.. ,< MAX, , X * ,,' l,' - I ; f; . I ,� ! ,� <r FLUSH f t< I ' °X , HEIGHT 4' , f'18e k ^' nr "f' •?z Ir 1,�- x nrz^ L11a 1 z i r . * ,,'' ,, , P'^ .' •, 1 / '•.. { 9 f ./ Q 1 f " 4 -, r , / 2 - C' , 7u„#" a I 1.. £' y zE€ y, r, t v: # I, s ^.� t ,1 � 1 ' ., j _# �, '.,�.,r' ,� ;�, d rV 1 '� CURB 1 1 ' ' ' }- ' w, f v / �a t h jfa 1 f PEDES f N; L r s d f;` I t 1" ;. r f > w� «, �, . w, - HANDRAIL „1°' 1 4 F i�.k k .3y ,? •i ,i T "r '1 V „ s > , z= P OTECTION 7P OVIDI=p ,` "l t, < � t ...t`... 1" `% ,fir • .• �;; .,, t: ' , , 1 �i �. c� x ,, M.1. � .>,,. ,-, rr Y.:, /i' TMP 60�-3 9 x16 , :0 a�15 ~' / 1 f " , MINIMUM 9.63 BUILD -TO CORNER SETBACK PER ZMA2006-14 \. n 1 �1 1 WHERE' ,LL TALL R kTHANd` f w<� }I�- �; /,s /' ,1+ 1.05 S (IV) _ _ - 9•E'3, , ,4�}. x IS' "�" s# i aii ,::-"+},r" s'w f. .., ,Y'v1:' ,. .• ,.;a; a'C:- '� q r�' xt. r.x a, ',r,-+•, .',C i•l" AC E C _ y�,'''..�✓ :'! ,,ie c..w•,�1 - ✓,' r `',.a'` r''+ f1 r 'L pr, +1,:� 1 1 ',0 Q�IaIGNED BY OTI IERS 11:I 1 1', r4� I -� at / I,� ,/, ✓�°: - . / �. /; ,1 , O I F,. 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' T3"3,x vtx r< a`; °'+ iA .€ r a ,s, t .r"�, .�. z<�,•r+ ,T<a'"`t a} t Jr �,r`, ✓ , �� 1 BLOGK 1 y �� '18I 1 , I ; I C /r .�' f✓t r�J 1 /'� a € aSs� aw''` ts`,r , ¢ : r r'`'. t7 +, sr ' } 1 � v, r .. ,,,' ," ..n•. '^„. i,i x A r, >} c. +§ Y, r > k'tr� y } s'4`' s l 4z f # 3 �s < p #i ,x ,� ` < } 1 i` I •• 4 •' '. •-"< , r � I `I r r Y 4s - 3 ' a _ :�, .v+`,S :i a" t ": r { ' r✓ ,/', 1 "'w'" - I r�ir g ! , f - r r BENCH I 1 (fYP) ROpOSED 1 1• , , _ 1N G ' I k t` h's "f f' Si t P tt 'L x f"'.- t t .f`F J r �. x ' 2'QRESERVAfI{Jfy ""k"1 r k ;'!1 I _ �� ^ 1 p4 LSORY I 1 1 ,;:•:' :� /'� r e 1 ,,y '� $ s ,� z Ikx ,r..��#T .aaq •fi �' r5 rY Y,/,s/ x i.,� `,-t.,. I 1 `P J i I I t..0 (//''�j' x a 5{ 3t as i �+ Pai.i�' rr{EfA�VA'�,. } i �=, K 'S s'r �, -� V 3 tze t a k ' [ d .r a h '3 r* a� # ,t t ! 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I 1 y 1 ,,I I kBiF, 4 MI '" � 5.: t}r=' "L '^r? 5 L.z ,� +. r :�?:tfti-_-.-. ,.i , d '•� , _ORGETOWN GREEN X ;� fi n r F *k a 1 \� = 7 1 I 1 1 Z� 1 '° 5� # § aa"I .a l W >4 �S fit. 1 \... ./, •-• �•'•,�, r 3 .#.�, r d �: 5 P tiA r £'. u' s :h.r Y v , rp 3`a }j4x `� +� ,r 'ew :. 'r' • - .. ' •g••a• • , BONED. R-6 I a! ;. :Ss' _ 1 1 rn , , . :I .: ' ? as = f vx} v 2 ,s { ,% eat, T r�s x r E ;;. f $ : > s§. 2� +.,'fi '�.. r.. r y ...�• 3 I X'z, 1 , "+ f tl :! r -► ! I :� 9.0' :r 3.5 GRASS STRIP , - JSE. RESIDENTIAL xr1i4 x, }_ _<T ::t.. h, .h. y �• �, z x s 1r E O ro 1 tiQ I T , .•. '' C©MMOh rFkp 1 (�'I w 4 ,I.,:e I �"' c� " ADD 9 CONC. SIDEWALK BEHIND EXISTING I N AREA r s ' x + 5{m" ^,• tr";? S�` t� - u v r d +a r•3'».,,s.. t ,j ' * :.{'b t'31 #`.e` r. : • .'. / 3 s-- 1{ t bfi xxt:,, 3 r Ir, ,. a`s ,e4•'` a., ,t - ,.�I I /^, •® 1' C,- .y , F fi r a xc'. fii i rC x r .Man; J 1< I 1 1 4� . 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VEPCO EASE •:•:::'::::::•::;•:':::::'::'::•:•. / \ ,4 MENT DB 723 PG 362 , . :. d''::.'•::i'i;'?'':;",:�i•:is'::::: `......:i:_.....:;:.., iz •.:.. •1 O / �' 9 .':�yl:':.:.'J ,r {/�1, ' 1 ,y 'Q:...:...... / ACSA EASEMENT ): . C r � � ,i }.. .S I. / ./ Il 1 ... .'t 4 , W� iC+C7.• o Q!.0 / it•%' t t w C' / } TMP 60-76B11 11 �0 ,, MICHAEL & MELINDA ;y Z) d ' / rwv . /� , _ , SPRINKEL EW ' �. I ZONED: RA �� /� �,,.�..� M //�+ : / v a� ,f USE: RESIDENTIAL ' / /` ' . / -4 . 1 RETAINING WALL #3: 6' MAXIMUM ���.'''::. ,i_'__'__-'-- I � HEIGHT. SEE RETAINING WALL PLAN // a a ; �y .r.w�---µ / UNDER SEPARATE COVER, BY U� �•''/ r -�•-_ ! F N - _ 0++ OTHERS. SEE NOTE 4 THIS SHEET. / / ACCESS WALK TO �I I ,5 MINIMUM 13.47' BUILDING CORNER INTERNAL STAIRWELL 00 VI I I Ff- , SETBACK PER ZMA 2006-14 *0 {+S // ,/ /� ' Eu jam" - " ,.. ' ,,.�.� I , ' ) DATE: 10-25-2019 SCALE: 1 ":20' JOB: 19.0125 SDP-2019-00062 SHEET: OF13 3-- I I I I I I i I I j I I I i I I I I I I I I i I I I I 0 qlzo"( A CONTRACTORS SHALL PERFORM WITH REQUIRED CARE AND PRECISION IN CONSTRUCTION OF ADA (ACCESSIBLE) COMPONENTS AND ACCESSIBLE ROUTES WITHIN THE SITE. THESE CONSTRUCTED PRODUCTS, AS THE CONTRACTOR LEAVES THEM, MUST COMPLY WITH ALL AND LOCAL ACCESSIBILITY LAWS AND REGULATIONS AND THE CURRENT ADA AND/OR STATE ARCHITECTURAL DARDS AND REGULATIONS' BARRIER FREE ACCESS AND ANY MODIFICATIONS, INCLUDING REVISIONS OR UPDATES. FINISHED SURFACES ALONG THE ACCESSIBLE ROUTE(S) FROM PARKING SPACES, PUBLIC TRANSPORTATION, PEDESTRIAN ACCESS, INTER -BUILDING ACCESS, TO POINTS OF ACCESSIBLE BUILDING ENTRANCE OR EXIT, MUST COMPLY WITH THESE ADA OR ACCESS BOARD CODE REQUIREMENTS. THESE INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING: 1. HANDICAP PARKING SPACES AND PARKING AISLES - SLOPE SHALL NOT EXCEED 1:50 (1/4" PER FOIOT OR NOMINALLY 2.0%) IN ANY DIRECTION. 2. RAMPS (CONCRETE OR OTHERWISE) - SLOPE MUST NOT EXCEED 1:12 (8.3%) FOR A MAXIMUM OF SIX (6) FEET. 3. LANDINGS - MUST BE PROVIDED AT EACH END OF RAMPS, MUST PROVIDE POSITIVE DRAINAGE, AND MUST NOT EXCEED 1:50 (1/4" PER FOOT OR NOMINALLY 2.07.) IN ANY DIRECTION. 4. ACCESSIBLE ROUTE PATH OF TRAVEL - MUST PROVIDE A 36-INCH OR GREATER UNOBSTRUCTED WIDTH OF TRAVEL (ENCROACHMENTS SUCH AS CAR OVERHANGS OR HANDRAILS CANNOT REDUCE THIS MINIMUM WIDTH). THE SLOPE MUST BE NO GREATER THAN 1:20 (5.0%) FOLLOWING THE DIRECTION OF TRAVEL, AND MUST NOT EXCEED 1:50 (1/4' PER FOOT OR NOMINALLY 2.08%) FOR CROSS SLOPE. WHERE PATH OF TRAVEL WILL BE GREATER THAN 1:20 (5.0.%,), RAMP SPECIFICATIONS (ABOVE) MUST BE ADHERED TO. MAXIMUM SLOPE OF 1:12 (8.3%), FOR A MAXIMUM RISE OF 2.5 FEET, MUST BE PROVIDED. RAMPS MUST HAVE ADA HAND RAILS AND "LEVEL" LANDINGS ON EACH END THAT ARE CROSS SLOPED NO MORE THAN 1:50 IN ANY DIRECTION (1/4' PER FOOT OR NOMINALLY 2.08%) FOR POSITIVE DRAINAGE. 5. DOORWAYS ALONG ACCESSIBLE ROUTES - MUST HAVE A "LEVEL" LANDING AREA ON THE EXTERIOR SIDE OF THE DOOR THAT IS SLOPED AWAY FROM THE DOOR NO MORE THAN 1:50 (1/4' PER FOOT OR NOMINALLY 2.08%) FOR POSITIVE DRAINAGE. THIS LANDING AREA MUST BE NO LESS THAN 60 INCHES (5 FEET) LONG, EXCEPT WHERE OTHERWISE PERMITTED BY ADA STANDARDS FOR ALTERNATIVE DOORWAY OPENING CONDITIONS. (SEE ICCANSI A117.1-2003 AND OTHER REFERENCED INCORPORATED BY CODE.) 6. IF PROJECT INVOLVES RECONSTRUCTION, MODIFICATION, REVISION OR EXTENSION OF OR TO ADA COMPONENTS FROM EXISTING DOORWAYS OR SURFACES, CONTRACTOR MUST VERIFY EXISTING ELEVATIONS SHOWN ON THE PLAN. NOTE THAT TABLE 405.2 OF THE DEPARTMENT OF JUSTICE'S ADA STANDARDS FOR ACCESSIBLE DESIGN ALLOWS FOR STEEPER RAIMP SLOPES, IN RARE CIRCUMSTANCES. THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE DESIGN ENGINEER OF ANY DISCREPANCIES ANDOR FIELD CONDITIONS THAT DIFFER IN ANY WAY OR ANY RESPECT FROM WHAT IS SHOWN ON THE PLANS, IN WRITING, BEFORE COMMENCEMENT OF THAT WORK. IMPROVEMENTSPLACED BY THE CONTRACTOR MUST FALL WITHIN THE MAXIMUM AND MINIMUM LIMITATIONS IMPOSED BY THE BARRIER FREE REGULATIONS AND THE ADA REQUIREMENTS. 7. CONTRACTOR SHALL VERIFY THE SLOPES OF CONTRACTOR'S FORMS PRIOR TO POURING CONCRETE. IF ANY NON-CONFORMANCE IS OBSERVED OR EXISTS, CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER PRIOR TO POURING CONCRETE. CONTRACTOR IS RESPONSIBLE FOR ALL COSTS TO REMOVE, REPAIR AND REPLACE NON -CONFORMING CONCRETE, CONTRACTOR IS URGED TO REVIEW THE INTENDED CONSTRUCTION WITH THE LOCAL BUILDING CODE AFTER FORMS ARE SET AND PRIOR TO COMMENCEMENT OF CONSTRUCTION OR IMPROVEMENTS. - - - - - / / -_ \,\_�\ I/ �, // ",*11�_­­11 8 ,_ - - _� ,-,O * / / a I + / / ""�� 1-1 CURB .2 CUT I - - - - - - \. - "- __ - - - - - - - EP 0 7. z - - � - \ \ EP 07.7 - - - - ___ \ \ IFLUSH ------- � I CURB � - -- - -\ EP d.6,)l \ I I I - --- - - - - -L-P-0 I - I I I IINSET SCALE: 1 ": 1 O' I 74 09.4 L 10. 2 __� -�- ��.11 .�, 1�1 "I 1 08.6 -1 ,--,-i 1 09_3 1 Iq `q ()M I `,� . . �\\ - _L_ i . ,\\ , , - - - - - . �\ . . . %F . , . ) , I � - . I .. V /,..�) vs 8.0 \\ . ... \� 11 . I ... , . I \ .. .. .., : 16-3 1 * , . . r-1- 11.5 , , . .. 11 . ... , U. I - . __ . . .. .. . . . .1 .. . . V, . .. .. ... -1. \. .'- U /. / -7- , .. .� . I . . V . . � __ __ . i ..... . . . . . , * -1 q . . . . 1�'� ,9 q , - . . . .. 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BOUNDARY CURVE TABLE Curve Length Radius Delta Tangent Chord Chord Bearing C6 16.68' 235.00' 4'04'03" 8.35' 16.68' N 00'37'30" E C7 . 64.64' 265.00' 13'58'33" . 32.48' 64.48' S 041 9'46" E C11 97.24' 1696.02' 317'06" 48.63' 97.23' S 12'57'35 it E C13 22.01' 60.00' 21'01'16" 11.13' 21.89' S 04*21'31- E I C17 1 23.84' 1 60.00' 1 22*45'58" 1 12.08' 1 23.60' 1 S 27'29'12" W I LEGEND: /,�� I 11, `� " ", ,� " "4N , ,� ,,,�,, ,,/, / , X, GIS CRITICAL SLOPES >25% �M�x , � W X5 , "d PRESERVATION AREA .. 1. .... CONSERVATION AREA Mi BOUNDARY LINE TABLE Line Direction Length Ll S 14'44'06" E 14.39' L2 I N 77*42'45" IN 4.50' L3 S 15*21'39" W 10.20' L4 S 821 8'27" E 5.22' � L5 I S 38'50'59" IN 79.63' - L6 N 64*1 2'41 " IN 166.59' L7 N 1 0*52'1 9" E 210.70' L8 1 1 N 80*05'1 9" E 143.39' . - a * w I 6 0 0 N 0 0 0 0 N 0 � �� M �ftliqftl M M MI NOTES: 1.� VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. 2. PROPOSED SITE ENTRANCE TO BE RIGHT -IN & RIGHT -OUT ONLY 3. RETAINING WALL DESIGN TO BE SUBMITTED UNDER SEPARATE COVER, BY OTHERS. 4. ALL RETAINING WALLS OVER 30 INCHES TALL WILL HAVE HANDRAILS OR SAFETY FENCE WHERE APPLICABLE. 5. CONTRACTOR IS TO CONTACT ACSA 3 DAYS PRIOR TO TYING SEWER MANHOLE, TO SCHEDULE AN INSPECTOR ON SITE. 6. EXISTING ACSA WATERLINE IS A CRITICAL WATERMAIN TAKEN NOT TO DISTURB THE LINE DURING CONSTRUCTION. EXISTING 12' ACSA EASEMENT TO BE VACATED. NEW 20' ACSA EASEMENT R PIPE. 6. THE ENTIRE TRAVEL WAY ON THE PROPERTY IS DESIGNATED AS A FIRE LANE. 7. A KNOX BOX WILL BE PROVIDED - LOCATION TO BE APPROVED BY THE FIRE CODE OFFICIAL. 8. SPOT SHOTS SHOWN INDICATE FLOW LINES 9. LIMITS OF CLEARING CAN BE FOUND ON THE EROSION CONTROL PLAN IENTRANCE GRADING DETAIL INSET SCALE: 1 ": 1 O' / // I . __ /,/, "' 1 4._0 ___ ___,�,�', 10.0 // 9, ___ "I 4 .1 . f .1 4 * 14 .0 ) M EP 110, 5 //4 ."' - - - - - //./5.�F. . 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No. lq�l . 116 22841 IV � �_G,A�� 06y" () _j :D < < z M CY) Z () < I 0 > - , w () Ir > - 0- r Ir < 0- w _j � w F__ z LL - < 2 0 U) �: 0 (.0 w M I 4 q 10 < �- 0- < < LL 0 P4 0 Z w �E � E 0 z :) fr 0 0 0 w 0 r DATE: I 10-25-2019 SCALE: - 1":20' JOB: 19.0125 SDP-2019-00062 �SHEET: 6 OF 13 iu PLANTING REQUIREMENTS STREET TREE REQUIREMENTS 1 LARGE TREE PER 40' STREET FRONTAGE (ENTRANCE CORRIDOR -HYDRAULIC) 248.5 LF OF FRONTAGE TREES REQUIRED = (248.5/40)= 6.2 TREES REQUIRED TREES PROVIDED = 6 1 MEDIUM TREE PER 40' STREET FRONTAGE (GEORGETOWN) 79.6 LF OF FRONTAGE TREES REQUIRED = (76.6/40)= 2 TREES REQUIRED TREES PROVIDED = 2 TREE CANOPY CALCULATIONS TOTAL SITE AREA = 1.05 AC (45,747 SF) PRESERVATION AREA = 0.27 AC (11,648 SF) NET SITE AREA = 0.78 AC (34,099 SF) 10% TREE CANOPY REQUIRE3,,41� 1 TREE CANOPY PROVIDED = 9,699 SF (28.4%) LANDSCAPED PARKING AREA REQUIRED 5%/1 TREE PER 10 PARKING SPACES AREA REQUIRED = 13,304 SF PARKING AREA * 5% = 665.2 SF AREA PROVIDED = 1,164 SF (8.7%) TREES REQUIRED = 35 SURFACE PARKING SPACES / 10= 3.5 'TREES TREES PROVIDED = 4 TREES (2-KP, 1-LN AND 1-AB) CONSERVATION AREA PLANTINGS 2:1 REPLANTING RATIO OR IYERY E _ E TREES REQUIRES - 5 TREES REMOVED * 2 = 10 TREES 1 TREES PROVIDED 10 TREES STREET TREE NOTES & DETAILS NOTES & MINIMUM STANDARDS 1. TREES SHOWN HEREON WERE SELECTED FROM ALBEMARLE COUNTY'S RECOMMENDED PLANT LIST. SUBSTITUTIONS MUST BE APPROVED BY THE ALBEMARLE COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT AND THE LANDSCAPE ARCHITECT. 2. IF A SUBSTITUTION BECOMES NECESSARY, FEMALE GINGKO BILOBA WILL NOT BE USED. 3. PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY AND SHALL BE VERIFIED PRIOR TO BIDDING. 4. TREES SHALL BE 2.5" MINIMUM CALIPER MEASURED 6" ABOVE GROUND LEVEL WHEN PLANTED. 5. TIMING OF INSTALLATION: ALL LANDSCAPING SHALL BE INSTALLED BY THE FIRST PLANTING SEASON FOLLOWING THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY WITHIN THE DEVELOPMENT, OR PHASE THEREOF. 6. ALL TREES TO BE PLANTED SHALL MEET THE SPECIFICATION OF THE AMERICAN ASSOCIATION OF NURSERYMEN. PLANTING SHALL BE DONE IN ACCORDANCE WITH EITHER THE STANDARDIZED LANDSCAPE SPECIFICATIONS JOINTLY ADOPTED BY THE VIRGINIA NURSERYMEN'S ASSOCIATION, THE VIRGINIA SOCIETY OF LANDSCAPE DESIGNERS OR THE VIRGINIA CHAPTER OF THE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS, OR THE ROAD AND BRIDGE SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION. 7. CONTRACTOR SHALL ASCERTAIN LOCATION OF ALL UTILITIES PRIOR TO EXCAVATION. PRIOR TO COMMENCING ANY WORK, CONTACT "MISS UTILITY" AT 1-800-552-7001. 8. ALL PLANT MATERIAL TO BE GUARANTEED DURING INSTALLATION AND UNTIL FINAL PROJECT ACCEPTANCE. ANY PLANT MATERIAL WHICH DIES, IS DAMAGED OR DISEASED, OR IS UNHEALTHY AND IN UNSIGHTLY CONDITION, OR OTHER CAUSES DUE TO CONTRACTOR'S NEGLIGENCE SHALL BE REPLACED IMMEDIATELY AT THE CONTRACTOR'S EXPENSE. 9. MAINTAINING AND REPLACING STREET TREES: ALL STREET TREES SHALL BE MAINTAINED IN A HEALTHY CONDITION BY THE OWNER AND REPLACED WHEN NECESSARY. REPLACEMENT MATERIAL SHALL COMPLY WITH THE APPROVED PLAN. 10. ALL SITE PLANTINGS 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. KEY QNTY. BOTANICAL NAME COMMON NAME SIZE NOTE 10-YEAR TREE COVERAGE AREA (SF) TOTAL (5F) Canopy Tree AB 5 Acer rubrum "Brandywi le" BRANDYWINE RED MAPLE 3.5" Cal B&B 452 2260 KP 2 Koelreuteria ani culata GOLDENRAIN TR EE REE Z.5 Cal, al. B&B 380 760 LS Liquidambarstyraciflua SWEET GUM 2.5" Cal. B&B 288 LT 5 Lirodendron tulipifera TULIP POPLAR 2.5" Cal. B&B 430 2150 QC Quercus coccinea SCARLETOAK 2.5" Cal. B&B 419 Understory Tree �"' +]I B S tr 1, Amelanchi r e x grandiflora Autumn Brilliance AUTUMN BRILLIANCE SERVICEBERRY 6-7 Ht. B&B • a 1,,0 - 650 CC 2 Cercis canadensis "Forest Pansy" FOREST PANSY REDBUD 6-7' Ht. B&B 124 248 LN 2 Lagerstroemia x'Natchez' NATCHEZ CREPE MYRTLE 7-8' Ht. B&B 88 176 Evergreen Tree IC _ 6 Ilex x'Conty' _ LIBERTY HOLLY 3-4' Ht. B&B 10 60 IP 9 Ilex x "Conot" PATRIOT RED HOLLY 7-8' Ht. B&B 44 396 TO 11 T i' hl)a accidentalls Emerald Green EMERALD GREEN ARBORVITA 34Ht. B&B 8 88 Shrub AG 18 Abelia x grandiflora'Little Richard' LITTLE RICHARDABELIA 24" Ht. Cont. BG 24 Buxus x Glencoe CHICAGOLAND GREEN BOXWOOD 24" Ht. Cont, HQ 14 Hydrangea quercifolia Ruby Slippers RUBY SLIPPERS OAKLEAF HYDRANGEA 24 Ht. Cont. JC 14 liuniperus chinensis "Nick's Compact" NICK'S COMPACTJUNIPER 24" Ht, Cont. VD 13 rn m !lb d n a u u e t tam C,hrlstom BLUE MUFFIN ARR01rlW OC7D VIBURNUM 2411 Ht. Cont. 31 403 VP 17 IViburnLIM x pragense PRAUGUE VIBURNUM 4-5' Ht. B&B 32 544 Grasses SS 1 129 ISchizachyriurn scoparium'Carousel CAROUSEL LITTLE BLUESTEM 1 Gal. 24" U.C. _ TOTAL County of Albemarle Conservation Plan Checklist -To be placed on Landscape Plans (Handbook, pp IH-284-111-297 for complete specifications) L The following items shall be shown on the plan: ❑ Trees to be saved; ❑ Limits of clearing (outside dripline of trees to be saved); ❑ Location and type of protective fencing; ❑ Grade changes requiring tree wells or walls; ❑ Proposed trenching or tunneling beyond the limits of clearing. 2. Markings: ❑ All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. ❑ No grading shall begin until the tree marking has been inspected and approved by a County Inspector. 3. Pre -Construction Conference.- 13 Tree preservation and protection measures shall be reviewed with the contractor on site. 4. Equipment Operation and Storage: ❑ Heavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the driplines ofrtrees to be saved. S. Soil Erosion and Stormwater Detention Devices: ❑ Such devices shall not adversely affect trees to be saved. 6. Fires: 0 Fires are not permitted within 100 feet of the dripline of trees to be saved. 7. Toxic )Materials: ❑ Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved. 8. Protective Fencing: ❑ 'frees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. ❑ Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction. 9. Tree Wells: ❑ When the ground level must be raised within the dripline of a tree to be saved, a tree well shall be provided and a construction detail submitted for approval. 10. Tree Walls: ❑ When the ground level must be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a construction detail submitted for approval It. Trenching :md'runneling: 4' ❑ When tr n hm Is required w' ' e c within the limits of cl •arin it shall be done as far f t sh n faraway from the trunks of trees • • possible. as st le. Tunneling g. Y P g under a large tree shall be considered •v rg as an alternative when it is anticipated that necessary trenching will destroy feeder roots. 12. Cleanup: ❑ Protective fencing he e shall a b t last items cros removed duringthe final cleanup. 13. Damag ed Trees: ❑ Damaged trees t ee shall be treated immediate) b in fertilization o run on r other methods recommended • a tree g b specialist. Y Y pruning, y NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. e,_Zz� 611L Z e ER SIGNATU 7 (DA ) �o CONTRACT PURCHASE S NATURE (DATE) /,\ j 5/1106 Page 1 of 1 ,r 6 EPSr eA �� s,,' ■ r:.:•:::iiii:• i?•:•ii:•i......... •:•:......: TREES TO BE REMOVED. r-f =' ::::'::: :>.::.::::::::::::::>::::...:> pSE r } r a ;r � / r J, �. E _ r Y krF ff x r ^ ,w c TREES 12 OR GREATER TO BE REMOVED4. ;-'g / /� /rat ••::.:;• / IN CONSERVATION EASEMENT ARE. ,tom y � g I-� ;_............. ltr., }}// / il 2. 15 POPLAR _ s 1 ..... ....: 3. 0 2 POPLAR 1 P P U 1 ! 5. 18 OAK 3 "✓Y Ks�5��Yz.� I � tr' E r � �'° :, � � � �,•, s x,� �. �' ,? g �, sir RF.. .1. 24"PINE t s r.•. 1..�� - t "xi15:��4".fi ��L { �,jt� �k�rrt �'' ! kt. 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DECK IIDUOUS TREE PLANTING DETAIL 12 GALVANIZED GUY WIRE/ 2"X2" HARDWOOD STAKES 1�1\ 120' / /' 20"POP 20' ACS\w: EASEMENT DB5374 PG418 GALVANIZED RUBBER HOSE GUY WIRE 2"X2" HARDWOOD (STAKES SHREDDED HARDWOOD D OOD MULCH MIN. 3" DEPTH D REMOVE BURLAPFROM TOP 1 3 F BALL ALL \ \ \ \ \ \ EARTH BERM AROUND TREE TWICE ill BALL DIAMETER 1 1 20 40 •0 ................................ ............................... r vs ,N T O .. •t n 'fix IC TMP 60-76B 6 MICHAEL & MELINDA fi SPRINKEL ZONED: RA USE: RESIDENTIAL 1 rK� LEGEND: GIS CRITICAL SLOPES >25%q PRESERVATION AREA CONSERVATION AREA i 1 , I Id°j•' i •' . t ! : s .,�•a t 1 I° t� i WV. t! � � t a WM DYNAMIC INVESTMEN K,ta CAPITAL ENTERPRIS /Shf , 3 •Ut `a' ZONED: C-1 ✓ b m fi USE: OFFICE BUIL IINXG' >f `r X, r° t x", / R 1 ® G, J E �0: P Hwy,' ` r KIP KP • ".. <", it r, ✓ .�,. f'Y ;�J '+,.)*, ,>�r #,�"' - - (�='..� w ,�°',r,' y � fx„\✓,,, fi+, i'iyJt;,r'S ,''. r, s 1 :� ` ' . 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"�✓ '/ SS S 9 45 ,r :;;:•: a Q k 6 V + ABJ ��3 K/PROP. 1.5" DOMESTIC !4vv q j CONNECTION WITH UP 1.5" METER & BOX DATE: 10-25-2019 SCALE: 1':20' JOB: 19.0125 SDP-2019-00062 SHEET: I OF 13