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SDP201700034 Letter of Revision Letter of Revision 1 2019-01-30
OFA COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Road,North Wing Charlottesville,Virginia 22902-4596 Phone(434)296-5832 Fax(434)972-4126 January 30, 2019 Jo Higgins 2564 Mt.Torrey Road Lyndhurst,VA 22952 musxit@aol.com RE: LOR#1 for SDP201700034 Emerson Commons Final Site Plan,Tax Map/Parcel#05600-00-00-067A0 Dear Ms. Higgins, This letter approves your submitted Letter of Revision for the above referenced site plan. The letter of revision proposes the changes as shown on the attached plan and letter dated 8-24-18. The requested change are shown on the attached graphics (six revised sheets from the site plan). There are no other changes to the approved plan proposed. Only items listed in the letter that are also listed and clouded on the site plan sheets have been approved. This is the First(1st) 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, 4_545,, Paty stern Senior Planner (434)296-5832 Ext 3250 Attachments: Letter of Request Site Plan Changes(six sheets) CC: Sheeflee, LLC Scott Collins r 200 GARRETT ST, SUITE K CHARLOTTESVILLE VA 22902 COLLINS ENGINEERING 434 293 3719 PH 434 293 2813 FX www collins-engineering corn August 24, 2018 Paty Saternye County of Albemarle Department of Community Development 401 McIntire Road, Room 227 Charlottesville,VA 22902 RE: Emerson Commons(SDP-2017-00034)—LETTER OF REVISION#1 Dear Paty: Please consider this request for a letter of revision to the Emerson Commons final site plan. This letter of revision proposes the following: 1. Revised Teaberry Lane horizontal alignment and adjacent parking to preserve existing vegetation. 2. Revised horizontal alignment of Parking Lot 'A'to preserve existing vegetation. 3. Revised horizontal alignment of Pedestrian Access 'D'to preserve existing vegetation. 4. Designated (1) parking space in Parking Lot'A' reserved for postman. 5. Added (1) parking space in Parking Lot 'A'to accommodate postman parking space. 6. Revised building footprint for Buildings 3,8,and 9. 7. Moved location of(1)affordable housing unit from Building 2 to Building 13. 8. Basement added to Building 12. 9. Added 2'to the rear of Buildings 2 and 13. 10. Site landscaping revised. 11. Guardrail material revised. 12. Revised yard drain system. 13. Revised tree clearing limits per yard drain revisions. 14. Revised interior pathway surfaces to 1" prime and double seal top coat. There are no other changes to the approved plan proposed. This is the 15t letter of revision proposed for this site plan. We acknowledge that a total of three (3) letters of revision are permitted for an approved site plan. Please let me know if you have any questions or require any additional information. Sincerely, Adam Long, PE a,. ENGINEER SHALL STAKEOUT FINAL_ RO `~ l / FN D LIMITS OFTREE �, ---- LOCATION OF DWELLING UNITS AND CLEARING(TYP.) RETAINING WALLS UPON APPROVAL PARROTT BRANCH GENERALLYU. AND ACCEPTANCE OF FINAL 1 TAX PARCEL 56-67A ALONG PROPERTY LINE IN SHEEFLEE LLC ey' ARCHITECTURAL AND RETAINING 1.317 PARKVIEW DR. THIS AREA WALL PLANS. ARCHITECT TO '� 6.155 ACRES. COORDINATE FINAL PLANS WITH Lo, D,B, 1169 PG. 455; ENGINEER. -� �; 13,13. 1086 PG. 583 \ . d r�dq. =�. GRASS PAVER SYSTEM, 1 �� SEE SHEET C3-0'3 .� Sheet List Table Sheet Number Sheet Title C2-01 SITE LAYOUT AND DIMENSIONAL PLAN C3-01 ROAD PLAN AND PROFILE C3-02 SITE GRADING PLAN C3-03 SITE DETAILS C4-01 A STORM SEWER PROFILES & CALCULATIONS C6-01 SITE LANDSCAPE PLAN SCOTT COLLINS,,= Lic No ' 035791 + PAVEMENT, SEE SHEET C3-0!i/■f!■r■■r �!■! tl■!■ � l �� i � Y`� r �, `- � � r a� `fir . ifr! �i !! !!liira� ■f! fr l :`` g r :°�.::F� ■�■/!/// ffr■rfflfl�l lf!/f!/ faf! fit f! f!! � � ��,`•� �� r!/!!f rf■ ■ I ■! /lit .. _ � � ' . , ,y �� �� � � r <::� �� p' 01 �■■aa�lcu�:a,■� `af■PARKVIEW DR. PAVEMENT, /rSEE SHEET C3-03 irai ■f1!■f■■f■l>. • i•- • - � -.. � � �����^� ,�'f,N,�c: • RECREATIONAL AREA =18,385 SF NOTE: i!// �lr�aflq/i�ilra111 � 0 ` ^- - - rf■■!!/it■flaafti� 1/ •• • ' , �. a/ /// �r ! fff■l!1 ALL PARKING SPACES UNDER,: ra/�■fr t/■/Iffrtll � � / + � • w � • VEHICULAR TRAVELWAYFIRE LANEACCESS 18' REQUIRE CLEAR - If■a SPACE,■/! ■flfulaflff!■l FOR 16' LONG SPACES AND 1' ��/•'!�/!a!!!it 'i��ir■iie■iilfiii����l i Ir;; '�� •. FOR 17 LONG SPACES Ml s s r i s t frff�i`� !■af/flit • QN' OF BEDROOM/ TOTAL #OF DESIGN MAXIMUM BLDG. NAME BLDG. TYPE RESIDENCE RESIDENCE BEDROOMS RESIDENCE S.F. FOOTPRINT S.F. BUILDING 1 TYPE V 1 3 3 995 1200 ( U ITA * BUILDING 2 TYPE 1 3 2 / 6 85 (UNIT B)* 2200 702(UNIT C) _--- 675 (UNIT A) BUILDING 3 TYPE IV 2 3 6 2400 675 UNIT B BUILDING TYPE 1 3 _ 3-- 1200 BUILDING 5 TYPE 1 3 3-- 995 1200 825 ( UNIT A) BUILDING & TYPE 11 Z 3 6 2000 825 (UNIT B) — 825 (UNIT A) BUILDING 7 TYPE II 2 3 6 z000 825 UNITB _ 6 5( NTA} _ BUILDING$ TYPE IV Z 3 6 2400 675 UNIT B PY'Y"Y"1 774 UNIT A ( ) - BUILDING U G 9 TY PE IV Z 3 6 1850 774 QJN IT B -- % 8 a - BUILDiNG 10 PE 111 TYPE 2 3 6 1850 665 UNIT B _ — TOTS A ) (UNIT BUILDING 11 TYPE IV 2 3 6 2400 1015 UNITB _ 570 (UNIT A) BUILDING 12 TYPE 1 3 2 6 635(UNIT B) 2200 535 UNIT C 8 ( ! A BUILDING 13 TYPE 1 3 2 6 85 (UNITB)* 2200 EX. HOUSE - - AS IS AS IS — - 2200 EX. BARN 1 - - N/A _ N/A — __- 1370 EX. BARN 2 - - N/A N/A O TOTAL POSED RESIDENCES: 26 N O F PRO (NOTE: EXISTING HOUSEAND BARNS TO BE USED AS COMMON AREA AMENITYSPACE, THESE STRUCTIJRES SHALL BE PART OF THE CLUBHOUSEAMENiTYSPACE FOR THE PROJECT.) • :,; min mom ■!f�■t � ■ ■/11■/� ■!! ■■ : • mraC LU G Q L 5�< Ij Lj C 1J u U � w < c J LU a U LLJ c 51 u ' F lo —_ FIRE/RESCU � 's) •o , � _-._-�_tJNIT6-• -= p,�L. � „• THIS PROJECT IS REQUIRED TO BE PHASED. O d Rim_._ • �•�;: SEGME D _ _ c � _ _.._.-_._�__•� T,p ,, b .- THERE ARE TWO PHASES. PHASE I INCLUDES :`.. RETAININ ALL ; * _ ....�;:: `.::: O �'�'�:�"``'°�cn •:•:•::•' :' MAXNT= o° •s - --__ _ _ � , THE PARKVIEW DRIVE CONSTRUCTION, THE AMENITIES AND THE VAST MARJORITY OF THE UTILITY INFRASTRUCTURE. PHASE II IS - �Eil - FO �•.�q;:;::.'•.�,:::?:::::':,::::::�:: .::: �� ---FfP -_- _-- `.,� o FOR THE CONSTRUCTION OF BUILDINGS w 00 w 00 0° —=--_UNITA--- --- r. 9-23 AND THEIR REQUIRED TAX P w - „-4 �4 -f � T:1z+g8.1 :a 6.00'`'''•? ::?:::;:. --_ 3BRs— _ �.. G ! " cv a o 4 '�' �� � ""•"" INFRASTRUCTURE. THIS INCLUDES THE BEAVER CRE a nt M r4 nt P 2+ 81 a ,,,,t . •; : • o - •. ::`.: '�1�:•.. _ - ---- � •, FINAL 12OF STARGAZER LANE WHICH HAS D.E3. oa .''�: '; �• ..... 5 77 N _.._..,_U�IL�-��' $ < A PHASE LINE Z ��: �'�?:• . - `\ S o NE SHOWN ALLOWING FOR AN ROPOSED ADEQUATE TURNAROUND ACCESS C U a :: — .—. --- G )t r >' Q: It s• r:':.''; ' O ' G` _ _. % UMPSTER A - o I •.�;:::. o�: `�'• �'�`•' � YARD DRAINS 1z-z1AND THE SANITARY 1 jy� a PAD t i d J 1• �.0 q : � � :•�'�::�• SEWER RUN FROM MH 1FT0 MH 1E. tt' ^�' o t. i. J ' O• 4 SP �S r ®• �� AC •'S, •• •� T ,1 SEE SH EET C-a •' 1 E 3 3 9' 3 ,. .......... / �3 STER FO DUMP R , O R O a c , , TYP. '3± pE TAIL r' O t' ••5 - :- f 4 ao PROPOSED F P PR'R A 0 A -« • •............'�^ `': PARROTT BRANCH GENERAL DUMPSTER FAVER SYSTEM t: , 9 O S - '��' SEE �ET IC' D A oN ,�. NE IN PROPERTY I �. P 0 PER L , 0 R t G ALONG PA D AL i P PC: 22+42.95 PT:f. r. n> C7 EET: C 'J�� . ......... ....... .......... AREA ��• \fin" THIS E ) •R12 j� 1 0 ' .AR .P + G C:1z o PR R:� t. 7-5 O .r A. c f" : `� 4k r. �•R" fi ' { Ff P s ,a RC: 1 4 1--1 5 fi yr R _a )I i P i... N ) ............... OSED BOLLARDS R P; q -7 1 niu \ c: ... REMOVABLE FOR *` fi rUj '&1+ F;IRE/ftESCUACCESS) Li ,t•'" - 5 0 , 75 43 ::::::::'' MITS OF TREE f fi ! ROD l ci ,;, f . .. .. PRC.11+1. 1 ..; :... ..: .,._......... - � I �F� CLEARING P. FND t wv c ct) LL ,. yPT� •ace.. ',� 1 i 1 iwvR i 5 0 _. .o _ ,s 04 �.�,•�,r� ��,�, ,....:..::�:.: 06.$ :. •: ��: : PRORosEDBb�AR�s . •..3q •�' Ii ce - I' ::::.:::::::: ::.. :.(RE MOV E13 a R hi o - - — - - Cy) I 5 ... :.:..::..:::{:rr::?r::{ :'r'.':: , . , f - gR!s-- _-CJA11I " 4.. —_ .................. .:.... ... ....... , sss. ..... {FIRE ESCUEACCES ::"::••::::: ••::•::.�:.:.�.� :.cb':..:.:: ;.�; % � - __,_ ,..s•�: >� 1 .:u I ��.• r I ......... . ............... .......... O. D O I V i •W ti F Q DWELLINGS PER PROFFERS AFFORDABLE W , e , _---•---••'... s , o i 1 O o N q'CN , o R 5 � t ' 1 OWNER SHALL PROVIDE AT A MINIMUM IN l rr: :.,... ., / + . ACCORDANCE WITH COUNTY CODE 1 SWING WITH 4 PROPOSED _� ---• ;.,.._. .. ...... _ � .... .,../.. .1�1 . :.:....`:::;::?:�:��.:;;�:�:;;�:�:;��:�i::•o:.w:.'•: .....,. � � \ � � z PRO I :.>:::: ,r (. :(: �t :: �.:::::::::.:::::::::.::.:::: I°` . 1 / - car 5.o0':'..........................._...... B G? a �, SEATS,1 $ 2 CLIMBERS 1 BUCKABOUT AND �' ASPHALT PAVING ► �/, •:: �:.... .x �, t,`' rS,EG,MENTED, z Rs � Lp v 1, 1 \ RE AININs; WALL, w .:.:::.::.:::::.::.::....... BENCHES. OWNER MAY CONSULT WITH PLANNING STAFF SEE DETAIL ON PC: s5 ::: ::,': !::,. r- 1 h+.i;. a � i � .. L/'f�fl• ,! � u,. ..1� i�,.. ..'::'::::: L.:'.:: ':.'.:::'.'.��.':.4:: �'�'.' I 1 l 'J •I` ram, •-..-.^'� SHEETC3-o3 :. - r� _. ).. :\. MAXHT-3o : 00: FOR ALTERNATIVE PLAYGROUND ITEMS I / r /•� �I (TNJI I ../ �r � w C i , V B s fl" U ,P. Er � r I � N � Imo' ,r :tj:, r t r • ao�• R - r•-� F' � ._ � ®_I ffj r r /r 4 W VI r•' �J 3 ffid �lA s'" o _ - t Q r-w f.. l � i 4 t� I � w � /f Q 1 r� Q i t f �. r•. 1 + C• 10 s6$ Vl :P. 0 00 a. \ 6 P 1 .. S G ! cU cn f /� G 1 \ d• z Rs W -' 6 7 t PARCEL � � � ARE t � P s,, TA X w �'� r 0 Uu a, t i I a l t I r \� PI: 10+10.00 :.: 4 BEAVERI— CREEK HILL , ,' ., :':::•::�::::'•::•::;•�::: � r F.. \ � t PC: 2+os. o ; ::::....::.:.: ........... ::'.:..............., :::.::::::::::::::1 ' .:::::::......::.::::..::::::: ROPOSE WHEEL OP f — r� co CORPORATION / � o. I I :.:::.:.:::,::..................:::;:::::::.. :......... Y ENV1 OFORM PG. 387 y .. P am a+00 ..:::: p.:'::::::: T �- - t �°— D.B. 2609 a,� r. I a:•� - i :::: ..:::�:::.::::..:.: ::::.. WST 01- W� / x ZONING: RA TEMPORARl -�'� t •�/> \,��; �'�' 0•`::::. s, �/ �"`--�.�';:.�:::�:�:�:;�:�:��:-:�:,�:.:.,.. AAP-1 OR EQUAL TYP (� `4CONSTRUCTION �::USE: VACANT PRC• 2+86-.8o _`.. r S EASEMENT _ BUILDING r w R5 .., �- /Y 10 5 fiOP IGN ON ti..! hbo POST / :�,�\�,�I �! ..:::;;;:' ::;;':; :;:::::::;;::::::'::::::::'00 :::. :::: ':Ci` ; ''.:.; : : '::; ::: — �— A ; GAS LINE J ......................................... ......................................... 4 z DiC VDOT MOI�IF ED::VEP< _ y. % ........... ... co CG y/ a - - • / E- u.. ii l \ � 1 �f I / 9 W :; se f --� / / Q % , 0+00/ ii.:i......c:.{;,0. 9qd\ x / TEMPORARY --D INTER -'' ! GRADING .. j / _- - NOTE: 100 MINIMUM SECTION WI ? 0°°' S / / S f- 7d�REE NOR / fj 6o'R :::::*' 6 / / / SEPTIC DRAIN FIELD W SETBACK FROM BRANCH M D ROAD / :`: �o / Q REVISED TEABERRY LANE HORIZONTAL ALIGNMENT & ADJACENT PARKING TO PRESERVE EXISTING VEGETATION --� �'--�`W I / r ,.,_ �Q i / FROM D.B. 1028 PG. 345 l o REVISED HORIZONTAL ALIGNMENT OF PARKING LOT 'A' TO PRESERVE EXISTING VEGETATION `� --` Z / / J`>� ��- / RODD / GAS LINE AS/SHOWN ON +� / w REVISED HORIZONTAL ALIGNMENT OF PEDESTRIAN ACCESS D TO PRESERVE EXISTING VEGETATION C� Rp,N '/ PLAT �( W. MORRIS / n DESIGNATED (1} PARKING SPACE IN PARKING LOT'A' RESERVED FOR POSTMAN 8 / / FO�ER, L.S. DATED f-- Uj 1 }/ �D .- "` ,pp ADDED (2) PARKING SPACE IN PARKING LOT TO ACCOMMODATE POSTMAN PARKING SPACE / / !'� 1 /12,/88, Tz .V>S1r]��` �^4 FN �. U % / 12/14/�8t�!-�APPROX. f` W PROPOSED ' �, REVISED BUILDING FOOTPRINT FOR BUILDINGS 8 & / LrTION) 'MULTIPURPOSE / .'/ w - TRAIL MOVED LOCATION OF (1) AFFORDABLE HOUSING UNIT FROM BUILDING 2 TO BUILDING -13 �` �?-�.•f-,�F " "' J TEMPORARY /~ Ll BASEMENT ADDED TO BUILDING #1z / ,/ C) o w N $•0p+.::.:_:� CONSTRUCTION � I� �• t�.�.i i a v�i 18,0©' / EASEMENT ADDED 2' TO THE REAR OF BUILDINGS #2 & #2 ;� �, , _ 3 / / JOB NO. f $.©0 Z 7 fi'' Jf i rf, ; f f �j a�. SITE LANDSCAPING REVISED 17233 GUARDRAIL MATERIAL REVISED / GRAPHII� SCALE `'_t 1 �, ( % _ ,. �...rt` s ..� SCALE / \ ® 30 0 13 30 60 120 ? •sf i r� j` tt® t / • _. REVISED YARD DRAIN SYSTEM /d 1 _3a / ! REVISED TREE CLEARING LIMITS PER YARD DRAIN REVISIONS' SHEET NO. IN VEET C2-01REVISED INTERIOR PATHWAY TOsPRIME & DOUBLE SEAL COAT / 1 inch = 30 ti~ SIGHT DISTANCE IS GREATER THAN 36o FEET IN EACH DIRECTION. FIELD VERIFIED BY ENGINEER. EXISTING OVERHEAD ELECTRIC POLE & LINES TO REMAIN. ONSITE POWER POLES & LINES TO BE RELOCATED IF REQUIRED. U/y aN � �CT70N s�oN wir� PROPOSED LOCATION OF MILL & OVERLAY. SEE DETAIL ON SHEETC3- Q 3 GUARDRAIL MATERIAL REVISED ! !r r r t / r �r r p7 ( 1 •�>.� EXIST CONSTRUC- � `" -'�._� �'.•- ,.,. Din � TYPE I� � £ z za x\ Y \ 1 EXISTING ROW OF MAILBOXES Uj TO REMAIN`` " EXIST NG STR ET SIGN TO BEY C �7 0 ATED 1 a / EXIST G \ \ �ESG VI�T I N 1 TO E MAIN( /Jp� 1 GRAPHIC SCALE 30 80 ( IN FEET ) 1 inch = 30 ft. iTE: ALL TRAILS ARE REQUIRED TO HAVE APPROPRIATE SIGNAGE AND AKINGS AT ROAD CROSSINGS PER VDOT STANDARDS. AT MINIMUM OSSING SIGNS AND SIDEWALK PAVEMENT MARKINGS MUST BE PLACED I THE ROADWAY, WITH STOP SIGNS AND WARNING SIGNS ON THETRAIL. Pfi OSEV ER, SEE SF9EE ' r - J.z I•tY C..CONTRA(({/�� ��OR TOI Cira � INSTALL A VDOT TD• J MENT 0 ('/ EW-iAT�A is SK. SEE / f THIS SH ET FOR TAIL• _ 3+00 / c� 9) 140 '• J • ` `".5 u ♦ a` \p�\ �t`�ir \ Y j � \ } ��- �0+00 MM fi s r •�y� � / (/( ry: <nyFY:. a�,' ^ �""_'� vy.E:. :)r^ era: f;S t;,.�s..•.:o Cc"r, \ (IJ \l �v STING PRI TET L �.. � ,,....<..,:,.:.,• .Y` : 6 G. t ) ni ..; / I a - 0 .�r I x , +I �•r fl R P SED LA P 8C S A TYP 1 i i Z Gi � PEDES RIAN PA H p � / 1 O -f� • f/ W l!1 1 -ice i AP `�� \ t PROVED `'^-- Q / DiTCHTYPEA \/ ! rn rn / co EXISTING TEMPORARY • CONSTRUCTION EASEMENT. DEI ----CONTRACTOR TO TIE 4673, G• 373 � � \ /0 PROPOSED PAVEMENTINTO / �� EXISTING DRIVEWAY WITH A CONTRACTOR TO INSTALLA MO IFIED` - � VDOT 0" /G� / \ � S�VfOJTFi'I"RANSITION 3 Z J CMP. RIM TO BE FIELD FITTED, JUST B LOW �. ASBUILT PAVE PATHWAY FINAL GIMDE. (. \ � � PROPOSED 30" CL. �1 RCP \ / \ (INVERT IN= 30.20', INVERT OUT= 6 6.5o') �• / \ ` w/ PROPOSED VDOT STD. CL. Ai STONE I =15', D=z', W1=7.5, Wzl=8.51) 1+00 Albemarle County General Construction Notes for Private Roads 1. Prior to any construction within any existing public right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of the permit. Where any discrepancies occur the requirements of the permit shall govern. 2. Construction inspection of all proposed roads within the development will be made by the County. The contractor must notify the Department of Engineering (296-5861) 48 hours in advance of the start of construction. 3. All materials and construction methods shall conform to current specifications and standards of VDOT. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 192%, 4. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and must be installed prior to any clearing, grading or other construction. 5. Upon completion of fine grading and preparation of the roadbed subgrade, the contractor shall have CBR tests performed on the subgrade soil. Three (3) copies of the test results shall be submitted to the County. If a subgrade soil CBR of 10 or greater is not obtainable, a revised pavement design shall be made bythe design engineer and submitted with the test results for approval. 6. All slopes and disturbed areas are to be fertilized, seeded and mulched. The maximum allowable slope is 2:1 (horizontal:vertical). Where reasonably obtainable, lesser slopes of 4:1 or better are to be achieved. 7. Surface drainage and pipe discharge must be retained within the public right-of-way or within easements prior to acceptance by the County. All drainage outfall easements are to be extended to a boundary line or a natural watercourse. 8. Guardrail locations are approximate. Exact length, location and appropriate end treatments will be field determined at the time of construction. Additional guardrail may be required at locations not shown when, in the opinion of the Director of Engineering, or the Director--s designee, it is deemed necessary. When guardrail is required, it shall be installed four (4) feet offset from the edge of pavement to the face of guardrail, and roadway shoulder widths shall be increased to seven (7) feet. 9. Where urban cross sections are installed, all residential driveway entrances shall conform to VDOT CG-9(A, B or Q. 1o. Where rural cross sections are installed, all residential driveway entrances shall conform to VDOT standard PE-1. 11. Paved, rip -rap or stabilization mat lined ditch may be required to stabilize a drainage channel when, in the opinion of the Director of Engineering, or the Director--s designee, it is deemed necessary. 12. A minimum clear zone of eight (8) feet from the edge of pavement shall be maintained on all residential subdivision streets. 23. Compliance with the minimum pavement width, shoulder width and ditch sections, as shown on the typical pavement section detail, shall be strictly adhered to. Exceptions will not be allowed. 14• Upon completion of the roadway construction, street name signs shall be installed by the developer at all street intersections. Signs and their installation shall conform to "Albemarle County Street Name Sign Requirements". The developer shall be responsible for maintenance of signs until roads have been accepted. 15. Road plan approval Is subject to final subdivision plat validation. Should the final plat forthis project expire prior to signing and recordation, then approval of these plans shall be null and void. 16• Traffic control or other regulatory signs or barricades shall be installed by the developer when, in the opinion of the Director of Engineering, or the Director=s designee, they are deemed necessary in order to provide safe and convenient access. All signs or other regulatory devices shall conform with the Virginia Manual for Uniform Traffic Control Devices. 0 STW S104 m-i */Sntm S"s SIRM SIGN PROPOSED VDOT STD. GR-2A WIM Of T EXISTING 30" CMF CULVERT TO REMAIN & TC BE EXTENDED. (L=50.17', INV. IN=631.65', INV OUT=630.30',' PROPOSED VDOT STD. EW-1 w/ A i5° SKEW TO BE INSTALLED ON EXISTING CULVERT CONTRACTOR TO INSTALL A MODIFIED VDOT MH-i AT THE OUTLET OF THE EXISTING 30" CMP. RIM SHALL BE FIELD FITTED & BE PLACED JUST BELOW ASBUILT PAVED PATHWAY FINAL GRADE. 645 645 PROPO ED PARK EW DRIVE /P 640 PROF 8" WA OSED ERLINE 640 PROPOSED PARKVIEW ' GRADI G XISTI G 4 4' PARKVIEW 635 r GRADI G 635 STR:MH-1 STA.0+52 TP=64o.0' INV OUT:, 630 630 Z30-JCL. III RCP P, IN 33.32 LF .=626.5o 625 @ 11.1o% 62 5 CULVERT EXTENSION 622 622 � w w W 0+50 (MODIFIED) 31 i30.2o TO PROPOSED VDOT STD. E W-1 w/ A 30' SKEW TO BE INSTALLED WITH )ROPOSED EXTENSION PROPOSED VDOT STD. CL. Az STONE (L=a5', D=2', W2=7.5', W2=8.5, EXISTING CULVERT EXTENSION 68o SIGHT DISTANCE -INTERSECTION OF PARKVIEW DRIVE & THREE NOTCH'D ROAD 68o 675 h 675 670 I Ln _- -- W 0 Ln s 670 665 O u W = In' m Lu rn 665 66a --- 660 655 655 65o SCALE: H=zoo', V=20, 65o 00 N tWD N 0 6 lD w ri lko0 fV l%DD m ri � m Q lip 0+00 1+00 2+00 3+00 4+00 5+00 6+oo 7+00 SIGHT DISTANCE - INTERSECTION OF 66o SNAPDRAGON LANE & PARKVIEW DRIVE 66o SCALE; I "=5' (') 1"=50'(H) 655 I- 655 65o Ln -- 65o 640 �n G) M - _ r640 635 635 630 SCALE: H=100' V=20 630 m D rn M tp `ri ri tD ri rr�_ t0 0+00 1+00 2+00 3+00 675 aWIT ST-W AND S7VW SON R_ (PARKVIEW DRIVE PVT. & SNAPDRAGON LANE PVT.) 9WHO SHAlld. � '0126 � •�•�T+� I� IN �.J PRM � Ili�lit 1d1 FIRST �4#���� I IF 1) FOR TYPICAL STREET SECTION, SEE SHEET C3-03 2) UTILITY POLES TO BE ADJUSTED AS NECESSARY TO MAINTAIN MINIMUM CLEARANCE BETWEEN LINE AND FINAL GRADE. CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANY. 3} DEVELOPMENT WILL AVERAGE 8 TRIPS PER DAY, PER DWELLING UNIT. THIS TOTALS AN ESTIMATED 208 TRIPS ADDITIONAL PER DAY ON PARKVIEW DRIVE. AT THE TIME OF THE ORIGINAL PLANS APPROVAL, PARKVIEW DRIVE SERVED 5 DWELLINGS AND A BARN STRUCTURE. THIS CONSERVATIVELY EQUATED TO 6o TRIPS/DAY. PARKVIEW DRIVE WILL HAVE A PROJECT TOTAL OF 268 TRIPS PER DAY. 4) ALL SLOPES GREATER THAN 3:1 SHALL BE SEEDED WITH CROWN VETCH. H SCOTT R. COLLTNS� � Lie. No. 035791 � o���S10NAL Z Of w w Z z w O y c Z � W c � U V p c ct Z 's C) m VDOI"MODIFIED � �•„� g U � cn m w X V w J • Z � Q V7 r, O '�' w ° \ \ r^ � to >* s, c�• a k <C`�4�r`�%��/tt /i :ter /.r// � ' ry '~ � � ��♦,kid \� � r rs. ',�.,,�A!' �, s \� \�, f � :, \ � Y Y / T u' U 17 Y0 �..., i '�;t ;Z `' e"., .,� k, •+: i > n:. o- s U s a <t. ..\\\\,., . 7 y -.. k � 3n �k s � r ;�x ,,.. m CA r • • ^----�-�,.-• : .•�-- _ Lz s �� 3��: rays c 7 ti L `t. 1 `-3 •• ,.�3;.'��...i(xx y.C`F St ,'rr.. v,F : '�:`.h iE.'RSS+,: �. vi::K:.nf '::{�y:) `. s'F.S k a .f :el nv`Y..:. a ":T`:K • K£5: /'°J/. h T1'P A CONTRACTOR TO Wn IN ALLAVDOT` Td."'' S EW-iATA3 S' SEE\ 1\ THIS S1�IEET F R DETAIL. -� \\ \ L9 M UJLJ I CN L9 _J C:CL )C:) Z 0 U) W Z 'V 0 W U 0 W LLI Coe 13) W 0-01 H Ce CCI UJ EXISTING 30" C TO REMAIN INVERT IN=631.66 INV. OUT=630.30VJ aj (� t" _.APPItQrcD �_ DITCH t I'Y E ALU -_ 6��• 1--- -- r. PARKVIEW DRIVE PROFILE js; 1-15TOP SIGiw (4' BEHIND E(P) MOUNTED 5' ABO E THE E/P 670 a w DIVERGENCE ILL MINATING THE TOP z SIGN AT THE REQUIRED MINIMUM \ STOPPING SIGH DISTANCE. w 1 5' MIN. STOPPIIN G SIGHT DISTANCE 665 � _\\ - - HI�H PTSTA:15+ 2.87- \ NOTE. THE PROP SED LANDING AT HEINTERSECTION HI H PT ELEV: 612.07 \ \ OF PARKVIEW DRIVE & THREE NOTCHED ROAD PVI STA:15+78. 4 -2.o0°7ii _ MATCHES THE PR IOUSLYAPPROV DpESIGN: PVIELEV:6 6 5 0 APPROVED LANDI G SLOPE=z9r6 \ ��(� PROPOSED LANDI G SLOPE=zg6 K:15.67 APPROVED LANDf G'K' VALUE=5.33 LVC:22 �- PROPOSED LANDI G'K' VALUE=5.50 .00 ------`- -�--- ,�•' � HIGH PT ST : 10+13.34 \ � \ APPROVED LANDI PROPOSED LAND G VC LENGTH=4 NG VC LENGTH=S ' .t o oo � m HIGH PT E EV: 662.74 \ \ �^. � � PVI ST :10+40.84 \ \ HEIGHT OF �- � w � PVI E 655 EV:662.1g K:S,,ia \ SIMULATED r' � U m v _ EYE=3.5' V w BVC B : 10+13.34 CE: 662.74 -12.00pi6 ---HEIGHT OF SIM HEADLIGHT=1.5' (CONSERVATIVE LATED Y LOW) LOW PT STA LOW PT ELE 13+17•32 : 6t�1.4o w EVC :10+68■34 PVI STA.12+ $.34 �\ 650 E CE: 65$•89 PVI EL9=V:63 .6g K:17.2a. LVC:335.00 �_ - ------- -- f3VCE: 653.7 7-47% EVCS:14+45 $4 645 �'- 6y.a --- V RTIC AL RAPHIC SCALE / PROPOSED STD. CD-1 DOT- 5 0 25 5i 10 20 PROPOSED VDOT STD. CD-2 ( N FEET ) 635 1 in h 5 = - ft. EXISTING 030" CMP CULVERT CROSSING HORIZONTAL, GRAPHI SCALE TO REMAIN 50 630 p 25 50 100 200 ( IN FEET ) 1 inch = 50 ft. 625 r1 W O �t Ol rI1 n (Y1 Q] O � •.1 L(1 t!S O O Ol •3' op N N � O M to .t ri ri V1 n �' OS f',1 m Qt e•1 N t1) �D t\ 00 00 Q1 N n f� t\ Ol C3) l0 M tD to CO O m to 00 to •d• In O N O rl O cr M m �O to Q1 Q� ri .Qi1 ri si � � � cp �p to �D w vp ID t9 cD �p cp c1� tD t0 cD tD t0 w �D � tD tCr W tt1 to tQ cp 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 1]+00 17+50 / I I f I -,,/ E ry-y-y-����� H o n m I I N . .. I \ V\ . - - - - - - - - - - - -- -- \ - ........ I � I . % I I i I � I � � I 0 1 \ I I - - - - ------ -- -� ,,, "N \ I '.1' . ROD FND. \ \ , \ . -SEE - - -'-,- - - - -- - --'- ----' 1, \ \ �, . \ / � � I\ ---- - - - - - ---.--- . '--.'---'-.- ---.. -, % '-� '\. I 11 . N. �, I General construction notes for Stormwater Management plans -- --- -.- - t / - - - - - -,- - - --"- ---- - - ". ..... I . - -, \ ) � I \ ' 1 THIS ------' --. .----- ---- --- " -- \ 'H -;�� -- N23'53'02"W 10-19' \* ) ; �N I ' - - " , ---, � 1� 111111111111111111111 I N I 11 16-TT-m,i-t-d-w-------'--�--�-.-- -.- --- .--.,... ---�"' I -"' "I */ \ . 2. All dams and constructed fill to be within 95% of maximum dry '-� >1 D- . / / I / \ I',- " -- . ..... --- 1--, I - \, \- , -,,"^' * 0.0 / ) /N\q / i ---I \ \111' -`1 "I - 11 - - - . I \1 ,�' '-, "Y�6' * . I'Q � %. PARROTT BRANCH GENERALLY density and 2% Of Optimum moisture content. All fill material tc �P_ 11 6o" CMP I . -f - - -- ---- --- -- . 11 \ 11 �'. -- 56 -&/A /C1 I . 1�c -60'. 1 / \ I '�, AX 'b"'- 1��- `- , -� ^'.� I < YPA - 11:"'I'o� �11 ALONG PROPERTY LINE IN be approved by a geotechnical engineer. A geotechnical �� . il� \ � I �� -*-'- I �'�'� I � .. '� . I p SCOTT . . . . R. COLLINS';?. � � INV. OUT=604.12 I � 11.1 /-�H EFt-:M'�-!-& - - - -'- ------ �'� � -- GRAPHIC SCALE '� --_ ---- --, 0. '� ' f'% I I 0. 0. -Z\ Q INV. OUT=604.03 / \ - - 0. . . - 1-0 �' THIS AREA engineer is to be present during construction of dams. Z) Lic. No. 035791 �-- . , Z),-, �! I / - �- INV- OUT=603-77 \ / / 11 \ It /" T31,7'�PA KIVIEW DR ..... . - - ��-"I=�-2,.'il X"'t:5- -'��I/' \ 11 U - Izz, \ � \ � � I N \ \1 / / JR - - - - ----. - '- , W \ � 30 0 15 30 60 120 2. Pipe and riser joints are to be watertight within stormwater �b \ \ - I I I \ 'S ��. � I ----A \ %4 \ \ I I , ", /6.1�5 ACRE�S,-- --. -..- S - 'V `--3 79. rRS, )� �- ///// I I I I I �0 ill 116'1 I I � - \ ck� 1".1 I I - "'� / Z --,DIT -- I P jop�'86"VS ",� \ - , \ . le, I ,I- N=I 0C) I . \ \\ I \ 1\ - \N \ I I � "'. � Ln\ ,\- /q.b. -V-Ibg P,&' ,-,----- __ __ NO-6cqE - ,r,0A,9--FT,,\, """" ' \ management facilities. ,e"I'\ \ - - /1-1 \I TVAL \ \ I I � ( // /--yD-;W - -- - - "" '.�'. I , ( IN MT ) converted to permanent stormwater management facilities; 6\ I i /I -3- YD-:'-,,- I \ \I<c D,,22A 17 ' i / // '�' D-23 . � , \1 \ I". "I" �' - �' -- - I I r� \ t -ig ---� ., I \ �- t ' " �'. I - \ ,10.113. /108 �/PG- ,r �" - -7 I--, , \ ' 3. For temporary sediment traps or basins which are to be \ \ \ t � \ ,- I \� / - .,.,-. PE=�O-,�5 ,) I'll, , 0 -_j I t \ I " 11 - I / (S . LQ, , '- ", " \\ 1 inch = 30 ft \ I X t I \ I \ - , �-.Ils- 6 1\ 1 631�5 '�-' N , ' . ?� \ %42 -�' ;;; - -- - IL I k I 0- 7- - -/- /. - -- ", ' conversion -- W PROF�0!if D io'PRIVAI'P- -- - / ---7i-\-- , -�,,�,, ", - --' '\ \ \ \\ --,. W t a- \ � \ I / 114 DIT C L - ' \ � ion is not to take place until the site is stabilized, and -7- --- ( � I -� ' I " / / - � -1--, -1 %I- Z (/) I � � k �,DRAINAGE�E!WT. (TYP.) \ \ I -- '011%w - - - .' i- ..___ . � \\ I \ I -- - - - \ \ \ - " � , -" �\ � PROPOSED VDOT CL. Ai permission has been obtained from the County erosion control \ TC4 �' '� ' \ \ \-�--- ' C5 - RIPRAP OLIFALL Z -, \ \, -- PROPOSED TREE -- � 11-22 / / - -7'ft-' - - - 'I-, " \ \\'� -_ I -, inspector. W -1 \ -, CLEARING/ - T- \ / / / / / / , k 25 . -��-' - -" (L=:L4', W-1=3', W2=15', D=2-5') \ \ \ \ 4 / / I - -1 -'� D- -�"' ,,, '-�' \ \,"-_---- I.. "�\' "I - I V) V) \ \ -ISTMBAN \ " -d./ -'..' -�' - \��. ', -" 1\ Z Z \ \ i I \ D _�E ' \ \' / I PKOPOSP6 io'PRIYATE / ' '\\ '� �\- ,-- --::��-*."�- --'�' --\ 1� - , -'. 1-1 . 0 :-j \ \' \ - - - Q� � - / RAINA/GEESK4T,(NP,f . I .11 1-11 , '�'-- - , "'� .""� -j 11 I I \- -- \ \ /I ."' �"�'-: �:::::'.::::::.'�.. - " "', ---"-"�'--�"' "� -- cn 0 , I I � --- - - - - - - - \ / /' / / / - ...", \ " , -��'��.".": "... " I'll, 0 -� \ I ' � , \ \1 C3 / f I \'1'1)b 5 / --PROP,PSEIP�jROL ,--. 1, ' kl!�) .,ir;j LU � ....... I .- 1% \ \Rc) I MATqffLJNE,,-SEE.-. �- \ \ \ / / / / / :" 77- �-' - - -'�' - " - COVER,'!jEEN TEcjkq,\-N\":" . I �- 1\ 0� Z 0 \ i THIS SHEET- -- -- _� (St-O�E=07-/�/-`) / /// -- " �� - @ edlv'�- " @ U) X Lq 2 � / ' -- - - "-TQ�;'- W-1. \ " '- ' C . / ' /' - " --/` . .1-1 .1 r" --,. Q) . 11111111111111111111111 N I I IN -T T- 3NL,I -T VW -- - - , Q = 1-54/ CRS / / I I\- � \ \ % " @ V) \ �' ,- ,- � 4 ' ' J., I / --/ ""� \ I", P- ' I Uj W C I I - - I ' , - 1: / "-.I. I " 1,',' '. - �� 0 - - 1" � 11 �' " -- -- ST EEP SLOPES - Uj I� , V Z 3.i6 F,,Ps' / / "', -\ \ ", , Iq 1 61, 1. 0 '-� ,)I 'N --.- �' PRESERVED (TYP) V) I / / -1 / " . \ I " -�- 8 Z U) Q , I \ \. , I 2: " I � -t � ' 98( C , � / I./I - 1. \ � \ I / �-\Q,F I \ .'� 11 \ \ \ @ 0 - I I / .1 \ 1\ ! I /' �. I 11 \ I 11 I " Z W g � 2: V � " . / I I ' PRO�OSEDTRtb'7 , 9 � . \ I � I /I / I \ k / / I �� , / I �' I \ CLEARING( \ \ , '�-' 'I-- . 0 _j �: 0 F- 3. \ \1 / / / / "I " - - - / P �Yw . I \PISTURqANC E\ \ -, �O �' � -1 .1 .. E CX Z 0 Z Z (D � \ I f / / / \ \ \. / I,- fl) _ \ i , /- / '-� ��-'--'---\ -, \ ` ' 1 ?g�yo U) Z2 0 0 X W \ / \ \ ; \ � 10 ,---, - ---I � I',, . \ fele r \ U 'W %d U W � / \ I -1 ..., ."", \ \ , \ '\ \ ' \ ". - - tjV') I /- >< a / \ -*1 )'Po� )'�L)'� \. ... X \ / \ \ "'.-- �- U) a] ul W Q) / I \ � I LLJ =) . . \A I / / / / / ��� � '- ---- , .. : � I )RAINAy E- C -MV14. % t-T I- . 10 Ln cc I \� I \ 0 AS $/ / r 1� * <y j \ I 4 / / I " 'r I , I R - 'A \ . . Z / \ �1'1 " . k�\POS\ED\iK4PA"CTs-Tq \ I . < - < Ill I I o:�:-:-':xW \ � / I � :: ' .: .......... � ... I e\ I -N I � ' I \ - - \ - I � .... ... -1-.1. \ \ I .0 Q�-,A STR�A*13 ERJT�P) �'-- �� , \ \ I . 1� 0 0Z ;g - E'U'�' ' I � *.*.1.".1.*.'.%1.1.1 ....... ... ... \ � - \ < \ / . .. . .. • in . ... - - , LU Uj .::, '-Z N, "VF7".7'.-...�- 11 \1 \ / . I .. ......... .. .... L4, / \ U) Q� \ 1\ I . ...... . - -.1 - \ P OSED�VP?CAV ' 0) ...� \ --1 ........ ... %, . .".. -7----5 . � / -.-..:.'.----- :::::::':�:::'-.:.:::::::::: �.", . I/ �RASS,SWAL%E EZ,�EN\ REVISED YARD DRAIN SYSTEM . :."".1": ...... "... E .S ...... I A M , .. � . ..'... .. I ....... - I , \ -Y Ej - ALL SLOPES GREATER THAN 3:2 SHALL BE PLAN -FED WITH \ \ OP/ . . ....... ...:..' ::::- -:� - :." .1 :.t'!'.'.'.' I 3UILD09S� 11 \ \ LLI La- ul \ �'� ...: -':1"."'.'-';.'.'.1.'. - ..' ... 1. . r.:. ..';.'1"*.'.'.%*".'..'..' f-7 \ I INTq[SS,HEF P%�R\' " \ S! .1"..".7.,17. .. -1 . N - - -\T 1\ \ > U) �� If! V) CROWN VETCH. (TYPICAL) \ a - �- ... 1.1.'.111.1.1.1.1. ... I ' \�\ --DE FLCkWS, DEKT5� '\ " 1\ , r- -� . ... : ...." ...-I., ... I. �-.,--`-' 44 .1 ..I.-.-- \ A LU > LLJ b-4 .... .......... / , ., ,o(frT18' \ . 0 .:':-:-:1':4.-::-:-!'::: -i'�5"' . --------,__ & VEL (K) \\ \ \ """*-"""'-* \ % I "`�:�-::�:�'�:�:::: -,"', . .- ':' - 1$1 --- Uj cc: J.t D� - ... I.- I . . I ' I :::.,:.,.* . . ... � - -- \ --I- \ � \ I :.-. .10, :- - - - --'. --- I*,,.,: .. ..... . , .1. / -';-'---�-' .. ...' - - '-'-/-'-*--' .... � ....' -----... I \ \ \ .. - - M . -. . / .. ... . .... -- -� 1-1\ - � . - .. I .... .. - FINAL BUILDING DESIGN SHALL INCORPORATE STEPS TO FF AS \ - '-,-, . '-.'--1.0.-- ...... /..... ..." . I I 1. 1. . I ........ -- ;1 N , CC . � . ... ....... r . ............. ....... - - � \ - ',` .... �.'.....%... --...... - Q-29 --1 11 . LLJ C NECESSARY, CONTRACTOR OWNER MAY ADJUST FF/GRADE TO '---,� ".:�r,.:.:.:.,..:�.......::."�. I -'e - , - . 0 - ,-,- .. .'.'.':.."'1* ..... . LL, ------,-,-- Ilk . . � \ \ \ -- APPROXIMNI'll LOCATION U) .. '..'....., ......................... - X-- --- .. ' .....,.,.,:.......�....".:" - \ --, -1 rf Q -1 .'/'.*.:.::..'.".1.""-.':: SEGMENTED ---'--'- '.,. . '. ...4 ...:,'.... - 'N OF FLOOD ZONE'A' > I- I .... . . I .... ... I.... '% ' \N' � . . -,-- ---- I LLJ TiON FROM WALKWAY TO FF. \,.:.::.:.::::':::::.. :1 - :.' \\ \.\ \ \\\Q\\ �- ACCOMMODATE A FLUSHTRANsi . :...-.' OdNING WAL 1, - -,--- \ :'--. - 1\ \ " 11 �' " . ........... .. . .... , .'.....' .. ........ X -/'- MAXI�W H - N% - \ -,\ " Z '**'-'-*""**--*-' - I- �> -0 , .. 8*....�� .-- I ' \ -11 C . .75. . . . I � .64.. . -- \-- \ \ \' .' " \"'. " - .\ I \ \ \ \ -,(CQ 0 )� '. :..-...:* -�...... - , .... .......T -\ . � ....... � \ . - ' -- I .''- -:�:�::::'. / - 1. .�. :'..... -% - N \ -11,11, - -� \ I RIT�' �P'/ - � I . .K :� j. 9 � 1, Is "\. �-' -" " ' , -D . . / ...... 1. , . . . . . N ' I \11 ' GRADING NOTES: -;:-"`- . 11-�' N I., --7�_: �111 I '-, '\' '-�' I '\- :..7 -. .� ,,, I-, 00 1� \ � MA"�E )-STEEP :�� ���:�:�:::; V.,., *% -\ //\ Ki�- --- =- .. "�"� ---"�- "� "\ "- - �.". TAX P 00 00 co 00 " 0 I .1 ....... ... " - , � :L. SUBTLE GRADE CHANGES WERE .... .. .1.1. �'.*' ...... 11 -.: -� . -'- -, -I \ SLO'ES"'- ✓' ..'. ... .... .. . I -k.' / I �.\-1 . I ' ' -".'�� '-, - 1-i -i r-i �A . - ""� 1 71 ... I . � 645.5 BW 11 :.%--:'.. " �=---:-----:s:--. 'N-�M---'N 1-1. "� "t�lk , '�- - '/ - I � " �, �z ��r Z�� �� 0 Vf I � !610-0'Xk'- \� .r::-c INCORPORATED WITH THIS AMENDIVIENT TO %". \ \ " --����:: 5."*. �N ". q ./.,:: .. -.: ... \ ' - \ ' '11" It - , - '." BEAVER CREE a IN L'j t� Ill " E - � ...... 1. / /' :.\..'.-:-:-*. �:� N -,,, FUQODPLA(N-, '\, \ � -�, '� WO -- � ' :.. 1. 1. I ....... .....'.. I........,.. ...... -- N ----- I., I "\ - -" - -1 , .. ... I. �-:-'::.':.' ':::.*.1::.: \ / " ... V ....... I . I \"� ." ""�' " D.B. ' ;� V) . . ' ..", , ::: ....... 1- \ ------ �" N" � -, '.' , - le rr) r-1 TAKE INTO ACCOUNT THE PARKVIEW DRIVE & � ' 11 ..... �- -- , " �'�' ,,,, - C -- �"I' ....." ....... 11 ......... � / ..'.'.'.'.': N . . . \ \ k r 644 BW �".� ,��' 11 \ ...-.- � - )I Npq ::�::::-.'.:::'-' ' � --------- e�;-'- ': S ' N D'9�� "- - , - �o " k�+ """', Z ( 0 - .'*.'.'.'.'." ....... �... - � ;-�.'-'.' ::-:-:I:-:-:-:- .". 1� , ",� I BUILDING REVISIONS. ADDITIONAL ""..' . '..'.'.'.'." - I" \ '.� \�"'- '-,' " �4 1:1..."I.I., SHEDS '1"'-.-'X':.' . 11, \' \ 1-. . U 0 � - "- -- "-, (�- 01%, .'�."--;'r'.-:-.�-. 11 " " ADJUSTMENTS WERE MADE TO REDUCE \ \ - .,NIV" . � I -- - --" -..'.V' .,�-,'-,,'�-�"*.�l.".:-."!.!" `-�"-'.'.;:'!-;�;' '-'�� �.'.' ' \ 11 ',-. "'-�' '-� --e'� , - - I -- -- Z ..:..';",� ,..7 "�q.�' 11�k �. '. �"`� -'-�� -0 .... I ... ............... ..... ' - '�" � , -"�" ', , , "(�) � , Q) -�" \ I I , 1\ �- ':;�: \ . : ..'X - \ " PROPOSED`�W PK�tATE-'�� , �:...:::.!�--..�.:::.!.!T��:�:::�:���: ' \ N I � IMPACTS TO THE STREAM BUFFERS. I.% � . .. ...................... I `�' 11 , - I .71 . I I " . . . - : . , � , � I -... 11 IRA114AGE ESMT"(TyF -, �'-"' -, - 2. CONTRACTOR SHALL COORDINATE THE \ I I ...... , , , I (. . -" \.)�' 11 T--i � ' N� I I'�-- TCHLINE- - ;:.'.':"-.'. ...-- ..--..... ... 1k. i I "' I �'- "I '� " " I - , ) , � - P�SHEET-- -----V--1 �\' I M � , 1-t - I I 'I `/ \ - I �\- � I .,':".-. . . - -, '11'� 0 ... - 1:o :� .;",�' , �' -" � HEIGHTS & RIMS OF ALL SANITARY •MANHOLES GIR SS ', ...... � ....... - " I -" 1, . C: .,.*.,::. 4;1 .. .... �.- I . , . -1 � -'�---- *,:",: ' ' ' "' ' "- . , . "":.;."%,..-:....-.-.....:.....-... : bL I .'. I `.".1 .-.... . --- i S \ -.-- --- ---,-- -, 1 AND WATER LINE APPARATUS WITHTHE I -, , --B"-" . ,:. . .-- �/ � .."... , \ ." '. \ ".� SrALE ...... ". � I " I " -0 PROPOSED GRADES ON THE GRADING PLAN.PA I o- . 7 � I \ :�`:..�.:' I I ". .'..'....' '1'..:..'..'..,... � -:-:-::-:-:.:%�Y-.-:1: -:-:j:.:.:.-': :-:�):'- \ ..' . " N N7 11 '11� I §. TT B NERALLY � ' , .'.'.-.'. - GRASS \ � � Q �� .... - I I IV. \1 \-, \ L9 Z -,PFS ............ " .'... *.,:.,.,.,.*.,.,.,:.*.,.,.,".,.,.'.*.,.'.'.'..... I . IC9 I V, - \- . . . \ 1� ... 3. ALL PROPOSED GRASS SWALES SHALL. BE I --.--- ......... . -.":u ",\ ' - ALONG PROPERTY LINE IN (0 I .. ....... .... :-:-*, .... * .... * ..... * ... *'*"*' ' ,A- , "I :3 ' V i= 2.9 9 FP I..,:::::::::.:-:.:.:.:,:-:-:.:.�-:-�o.,-:.:.:.. DI IQH -\-��' - I \ �\ , //, :.*.1.*.'..1.'... ... ...... � ............ .. :-:-:-:-'E-:-:::-:-'..'v. ....... �.... - , ,,, 1*11 IV -.-.--:.:.:.-.:.-:-:-:-*::1.�* , .:.:.:,., "'.'.,.'.*.,:.,:.",.,.,.,:.,."*":.*".," "' .11, '�"� \� 0 () I I . . "..B.? NO SCALE 1 7 --%-�-�A:.- --V '</ 'P '� TIAtq ARFA LINED/SEEDED WITH TALL FESCUE. ..' -:-:-:-:,:-:-:-: - - ""� � � ...... .... -�? -1\ i - PROPOSED GRASS SWALES BETWEEN BUILDINGS Slope 2- Yr. Flow Swale (%) (cfs) 2- Yr. Velocity (cfs) 10- Yr. Flow (d 5) 10- Yr. Depth (cfs) Swale Between Buildings 4 & 5 0.04 2.42 0.06 0.08 Swale Between Buildings 5 & 6 21% 0.07 2.64 0.09 0.09 Swale Between Buildings 6 & 7 26% 0.07 2.86 0.09 0.09 Swale Between Buildings 7 & 8 15% 0.07 2.33 0.09 0.10 Swale Between Buildings 8 & 9 19% 0.07 2.54 0.09 0.09 Swale Between Buildings 9 & 10 17% 0.07 2.43 0.09 0.09 Swale Between Buildings 10 & 11 21% 0.09 2.8i 0.12 0.1 ..�.';. ....- - - ... ..... 11 I - '\ C: . Q ,6= 0.65 GF -�� 1-j .'.'.'...'.. -'-.-."�.'--.-.- ""'."", . '�� .... ;�.'��6 -a -, .... ---.- ...... '.......�....�.........'... -� - - I'll "6.1, 1 F---4 I --, � ... .. ... � .... ..6 . ..... I ... ... ,,\\ .' � P ............... \ I '\ I I . - '..��'.- . , F, - I I . ,t-,,,.,..,.,*.,.,.,.,.''.,.,...,.,."*.,.,.�,.,,�,.,.,....""�,.,.,....,.,.-,.-.,.-.,�, "I-, ,,, - '. .�.::..,��.-.-.-,-.-.-,-.-.-.-.-.-.-.,�.,...,.-,....,:.,...,..-.--,--.-.-.-.-.-.-..�.'A,��,'.'..-.-.-�'...........",.*''7"",.",.,....,6,.,�,.,. \ Q i= - : "' " , L� , I", � -, •. . " . . 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USE: VETERINARY CLINIC ,., fF Z 1-1 / % I F- DIAfEPCE = ARE FOR REFER.ETIGE ONLY A4UL QIMEN9RNBMAY VARY DIMEISIC I9 ARE IN 11CM GRATE MEETS tM LOAD RATIND QUALITY. h4Ahfi.N1A181FFlr�iL4FOfih11Q1J9tiI11�b36Ui3A�4ifa06 PAINT: GAS7IHDBAR5FURN*0WTHAl,Pd PAMT LpgpNq bkblfi� A1VAlLAf3� Ut4�l RE(iLIE� BEE DAA'hflN.tillp. 1>xti^114'OT1 ., 42IU 3/lG— STEEL PLATE WELDED TO P05T & GROUND SMOOTH 2-•1/2' VIA. GALVANIZED 5Trf:L POST. PAINTED WITH 2 F QAT I� OF PRIMER - AND IN5IGNIA YELLOW - 3/4" DiA. STEEL. PiN W/ HEAD W/ 3/8" DIA, HOLE roR LOCK LOOK FIN15H 5uRE" ACE 3' VIA. GALVANIZED ; • i' t STEEL PIPE 5LEEVlr r � 0 (PAINT ADOVE GROUND 1 PORTION 5AMir AE, P05T) N fill. GONCRETE FOOTING 3/16' STEEL PLATE WELDED � TO 5LEI=VE 12_ NOTE; DRILL A 13/1G" DiA. HOLE T.HRLI BOTH THE PO5T AND SLEEVE FOR PIN PLACEMENT, REMOVABLE STEEL BOLLARD DETAIL NO SCALE 1 899CCC AFM, WFJOHT AITH FRAM m NIX LOS 02113 NA9F'i4AP%BETTAAYRE3HTI, THERWI[IPT 01111119 69fDkDIoAMO $MiX,HI3?NKTD=N0T=?0I, :RVAEMglT4ieid] ICIRTHIAf�IONGA LATE 3-1•II GDOTILIMW YitN 1JU14M mya�.� m f�1tj11n4W MDiw7m *i7lS4i w " mwim Y't In f B IM IllGb " 5W(AP 4iLPp11 XmcPTHtIP,1NT0RAtP %f T10N Tim HMWH,CRlWUMCTURICF^7 WmlbfmTliCIIaLCIm T2aTHiRi OATi 443-4 i8N906A6GE7tKf40MY.TYPI31 FRCUNiLCPLAIT, YNStTiq a r �931t! A SCALY: lit *w 1af1 aY€L1GA 1491.11"m IIL�iH a fill - 1899c $ APPRO)L DRAIN PfiEA=116.72SQIN A MRI X. ff.IQ T`WrM FRS- L$S a _r — y f I� A I&M 02213 a DIMEN9IC lS,AREFQRAEF HfNGEONLY TH!9PRIITV0CX0 SWB=KnTT ININHICH DRAWKSY EIC TaATMAL MOVOKWAAVE ADTUAlOUAEIiSIONg.M4Y11@iiY titE4P1At3itiA$PAL1PR18TA,3fRICiHiB 7itfiliEGE3FY Bi1FgRpgoA30dle WENSJON,9ARSININMM GftPOBEE�101T;oFrn€6P�ITOOESti0fC0!#FR tuTM sa4s rnAgrL�,IaCp Hu1im11324N>! GAATEMEET$H29LOW RATING T FEPr aFrido0IpTCa 1iiv FA1c(trrT> + QUALITY 5 CON A53B L,YTADE MATFJTlAL SHALL ♦fill FORM TQ A3(Ft 70fa005 . & HH♦I4 I�8Hi6Y ®C P 1ROUEGT HOW AME 7,7 . PAINTS WTINGSARq.,NRNl91E€..WMIAMACKPAW REP'f'mCTpN4fTwPfWtT4flN(TITIOTi OWAMHEFW0R90UFACTOAEUFMY ipTLE I.S}�i(lIX3DEVICEAY!UL,ABLf;UFOHHESTBEEDiZ4W{fK91VQs 1!RT1ixPHFRf�rtCA11.FflRTIf4Mt1T0O(IHER$ aAiE �1z19 SIMI AtQAEM1GltATE�6 TTP>rC Q !7. T001-110-029. ISFOPB�OfN.E•T6%9PEGFIC:YAitTTEiI _ fill. _ • PFJiif*=NFft0h1id11.0PIA9L aavlamlcnAaa f1Yt0E A 11J1LE i:tq ♦#T 10Ft Ifl1TiTG, T90F111i1 REY C wp-� EDGE OF EXISINtr. PAVEMENT tALS DETERMINED W FIELD} TACK COAT THE PROPOSED ry CONSTRUICT14N JOINT EXISTING ASPHALT LAYERS PROPOSED ASPHALT LAYERS M ./„r, vi!,A ,R •»ef .»aw�k Me. ^rM fr fill fill fill fill fill.. . EXISTINQ SUBBASE PROPOSED S . ASE _ COMPACTED SUBGRADE CONSTRUCTION (JOINT DETAIL REMOVE EXISTING ASPHALT LAYERS T.Q EXISTING SUBBASE AND REPLACE WiTH PROPOSED ASPHALT WIDENING LAYERS PROPOSED MINNUM 1 Yz INCH TUCK. ASNIALT SURFACE COURSE ME WTE 5) * MINIMUM 12 INCHES OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXIST!HG ASPHALT LAYERS A5 DETERMINED BY t CORES (SEE NQTE 3) NOTES: l ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN V ACCORDANCE WITH CURRENT VgOT PRQCEOUhRES Al OE AP?RO,VED BY THE ENGINEER. THE PAVEMENT DESIGN FOR ASPHALT PAVEMW WIDENNG SHPI L MEET QR EXCZE.R THE OWTHS AMR. TYPES OF 7HE LAYERS OF %STEM ING PAVENT. W5SUfiFAGE ORitNAGE OF THE 0I5TINC AND PROP0590 PAVEMENT SHALL 0E A4DRE55ED IN THE PAVEMENT DESIGN. 3. A bM1U1LIU4 OF THREE CORES 5HALL O.E TAKEN ALONG THE CENTER OF THE A+DJACEW TRAVEL LANE 10 DETERMINE THE TYPE " THICKNESS OF EXIST94G PAVEIIEhIT LAYERS, THESE CORES SHALL BE SPACED NO MPRE THM 500 FEET APART. 4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH Of l Yz ACHES AND REPLACED W[TH AN ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WI7EflNC SURFACE COURSE, UNLESS WAIVED BY' HE ENGWEER. 5. THE. ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACWVE AN ACCEPTABLE PAVEMENT CROSS -SLOPE MG EFFECTIVE "SURFACE: DRAINAGE. G, EXIST2NCA PAVEMENT MmcNC1S AND MAKERS WITH(N THE PROJECT UMITS SHALL BE RESTORED SUBJECT TQ THE APPROVAL OF THE ENGINEER. T. FINAL TRANSVERSE PAVEMENT T!E-U4 SHALL CONFUMA TO THE REQUIREMENTS OF SECTION 315.0540 OF THE SPECMATIONS EXCEPT THAT ALL JCIIN7S AT TIE 1N LOCATIONS SHALL BE TESTED USING A 10 FOOT STRNGHTEDGE IN ACCORDANCE, WITH THE REQUIREMENTS OF SECTION 315.07(a) OF THE SPECIFICATIONS: ROAT7 *0;:ZTAWD4Im PAVEMENT WIDENING SWXT 1 OF t REVIBiON DATE 31k 3D3 of 1/lRQlpi+t DEt'/RTA4EliT QF TRIWsi'ORTATtlON 2016 ROAD & BRIDGE STANDARDS GR-z. zA x 27y4" GAIN - 28Y4" MAX RAIL HEIGHT 6'-3" 8'_3" 3'-1'.12" 3'_i'[z" 3_II,/z, 3'_1/2' x II II I� II II i� II II J J J J J J J J +CR-2 GR-2A 16'-3" POST RPACINV) t3'-P/z" POST SPACING( MAX OYNAAAC DEFLECTION ^ 3' MAX OYHAMIC DEFLECTION - 2' NOTES: CU&9MA1L LOCATIONS SHOWN ON PLANS ARE APPROXIMATE ONLY AND CAN BE ADJUSTED OURINO CONSTRUCTION IF AND A$ 41RECTEQ !�Y THE E149NEER. FOR DETAILS OF POST AND OLOCKOUTS SEE SHEET NO.501.05, x OPTIONAL GR-2A METHOD x UPTWNAL OR-2A METHOD USING NESTED RAIL USING ADDITIONAL FOR DETAILS OF RAIL ELEMENT,RAIL SPLICE JOINT AND RAIL ON BACK OF POST ASSOCIATED HARDWARE SEE SHEET NOS. 801.01 MM $01.42. x WHEN NESTED RAIL OR ADDITIONAL RAL IS PLACED 014 BACK OF POST RAL ELEMENTS ARE FURNISHEO SHOP CURVED FOR RADII FOR GR-2A THE POST SPACING WILL BE V-3". BETWEEN 5 FEET " 150 FEET. ALL GUAKRNL POSTS SHALL BE SET PLUMB. PT gHALL NOT BE SET WITH A VARIATION OF MORE THAN. (a"' PER FOOT FROM VERTICAL. W f3EA1A, BLOCKQ+JTS, Ate POSTS SHALL BE SET A3$1 ALI1;NEU WITHOUT ALTERATION OR FORCE. AS PER SECT 104 605 OF "SHE SPECIFICATIONS. ALL GR-2 AND GR-2A RAIL _-{ALL BE MAINTAINED AT A HEIGHT OF 27Y," MN - 28N" MAX AS MEASURED PER SFDNDARQ GR-NS. ALL W-BEAM RALS SHALL BE LAPPED Itt THE DIRECTIDN OF VEHICLR.AR TRAVEL FOR THE FIM5HEQ ROAUWAY- THE WTIONAL GR-2A METHODS OF TESTING THE RAIL OR USE OF AN ADDITIONAL RAL ON THE BACK OF THE POST FOR STANRIOR T IiR ALL$ Q L BE APPROVED BY THE ENGINEER FLARE RATES DESIGN SPEED INSIDE SHY LINE BEYOND SHY LINE MPH HY LINE LS FLARE RATE FLARE RATE 70 9' 30=1 150 R 60 8' 26!1 14?IIf 50 0.5' 20 Ill + 40 1 5' 1 14+1 8:1 h 30 1 4' 1 1-3:7 7:1 ! +E SUGCE$TED MAXIMUM FLARE RATE FOR SEMI -RIGID BARRIER SYSTEMS. \YQOT A COPY OF THE ORIGINAL SEALED MD SIGNED DRAWING IS ON FILE N THE CENTRAL OFFICE. $p FERENCE' ROAD AHD GRIM ST*Offias STANDARD BLOCKED -OUT W-BEAM GUARDRAIL SHEET 1 OF 2 REVISION DATE (STRONG POST SYSTEM) 221 501.04 0114 YIRGINIA DEPARTMENT OF TRN43PORTATION 505 2015 ROAD & BRIDGE STANDARDS $ s I EW-LTA I I DSEE x INOTEI a SHAPE TQ BE x— BEVELED I_ — — T — WITH UORTAR I Fl W- -� --C-- Do - , Mr EL a INVERT 0 . fill ...L t��I NQTESI 1.. lr MAY 8E REDUCED UNTL "x" REACHES A MMUA1 OF 4" WHERE ENDWALL WOULD PROTRUDE ABOVE SHOLLM LINE. 0. BEVEL EDGE IS .REOURED ON THE HEADWALL AT THE INLET ENO OF THE IN NO CASE SHALL TOP OF ENDWALL PROJECT ABOVE FILL SLOPE, CULVERT LWHERE THE FLOW ENTERS 7HE OA.VERTY. DITCH SLQPE, OR SH00L0ER, 7, t-IEMWALL AT TWE OUTLET ENR OF THE CULVERT MAY BE EITHER 50UA£i£ 2. THIS STEM MAY BE !PRECAST OR CAST IN PLACE, EDGEOR BEVEL EDGE. 3, ALL CAST N PLACE CONCRETE TO BE CLASS Al FOR PRECAST SEE S. ON SHALLOW FXLS WHERE ENOWALLS ARE 4'OR LESS BELOW SHOULDER SHEET K)VD2. I.M. THE TOP OF TTiE ENOWALL SHALL. BE CONSTRUCTED PARALLEL TO THE GRADE Of THE ATOM. 4. TtfTS STANDARD TO 8E USED WITH STRAIGHT CROSSINGS AND ALL 9EtEW$tO'T4 45'). 9. Y4" CHAWER MAY BE PROVIDED ON ALL EDGES AT MAtOUFACTURER'S OPTHON. 5, OMAtE.RS ALLAREAS EXCEPT W1UZ A CONFLICT WITHWIWLRTOOBE L` EW• 1 EW-SA ENDWALL FOR CIRCULAR PIPE DIAMETER OF PIPE CULVERT 12" 1 151• 19" 21" OR 24" 7" OR 30' W OR 36 A 9',0" 0'-8" 0'-9" 0'-TF' B 0'-Ir 1'71" 1'•3" T-B" 1'-4" 2._V1 0 1`-0" I'-3" 1"•8" 2'-0' 2'-8" 3'-0- F 0'-8" 0'-$" Or-8" 0'-9^ 0'^9" O'-9" FI 2'-3" 2'-1Y' 3` 2" N-9" 4'-3" 4',9" L 4',W' 5'-0" 0'-0" 8r 0" 101-O" @;'-0" a 0-014" O'-IYI' 0`2^ (Y-2112" 0`3f4' 0'-3%' 0'-r' V-1114" V-012" 0"-2 CUBIC YARDS OF CONCRETE GONC.IVE Q.241 1 0.492 9.6?7 1 1.319 1 2.067 2.947 C.M, PiPE 0.257 1 0.521 10.739 1 t M I 2.195 3:t45 ENDWALL FOR ELLIPTICAL PIPE SIZE OF ELLVMAL ME CULYERT LSPAN x RISE) 23"44" 30"619" M" A&' 39"44" 42"47" 45"49" 4V'xJr 53" x34" A 0-0" W-9" 01-10" 0'-tP 0'-Ir 11•0" T-Q" 11-V B T-2" 1'-T, P.8^ I`W, 1'-9" MID" Y-11" T-it" 2'-7" 210" 2'-9,: 0 T-2" 1•.7" F-10" 2'-0" 21-3" 21-8'° 2'- 5' 2'•10" F O'•8" 0 8" W-9^ 0'-9" 0`9" 0'-9" 0.9' 0'-9" H 2'-10^ .3'-3" 3'-7.1 3'-91. 4,-Q„ 4,-2„ 41_4. 417„ L 51-5" / -2" 8'-8" V-20 10'-2" l(Mr' 1211F' 12 -11, 8 3'-11" 2'-8" 2'-10" 3'-2" 3''•8" 3'-9" 4'-1" 4'-5" 0'-31/1" 0`3J/J' 0''4" W-4y2" 0'-4)ri'" 0'-5" O' S/2" b v.2" O'-2!z" 0'-2N' W-3" 0"-3r/2" 9`04` Q'-4" 0'-4V2" CUBIC YARDS OF CONCRETE CONC.PWE 0902 0A55 I.23B 1 1.500 1 1.811 2.101 1 2.512 2501 Vr F.W!VrYV.I %yI A 1 I REFERENCE STANDARD ENDWALL FOR PIPE CULVERTS V ROAD ANO BRACE ,'iTAtIriAR05 100 12" - 38'0 CIRCULAR ANO 23" x 14" - 53" x 34" ELLIPTICAL PIPES REVISION DATE SHEET I OF 1 302 Y)99M ➢EP6RAKHT QF TRN4FQRTATIQN 101.01 fill s w a* fill rr f w wA��l�' !� fill o m ft � ..-�. • �� r - - �1::.. Ir ` r D' 4r► � r • - 47 '- !' ]3 y ar - r '' TO DAYUGHT- L 10'1G1O' GPM PAD _ fill..... _ _fill. fill -fill -,fill_ SAND A* GRAWL. 1 �..Hfl1. fill GATE Elm m :ALE OE-f t NO SCALE ON '. CR QA.L AININ W SECTION �u ��sTE� Pa® �'�1���t�l INS DETAIL W07H to r L1traTC44EIOFfT. 1r�4�`� . . WUWAC* OP&i AREA ?aQ% 8A klrX?EWAL 4b(}3 F tuiaid?P(XYPR RiCILC0►CAL S iGHEMIGAL FURITM CIE 6Y . KiAaE) 6Q0, CI-EMIA" NIlOiBRIAr WUMEN TEIv�'�RAT►.� _ �14 TQ 1@6 4F . tdid4ka�RYICE &81VI9 P°iLL14D) WA02 PSI MPRESS tT`11f65. Q SECTION Vtk`W 1 ;MASS PAVER SYS'OEM SHALE. BE ACIF GRASS 013L OR ENOMER APPftq*W EQUA2. OMTRAGTaR SHALT. STRICTLY AIi M T4 MANUFA0 t 1� RCS SKCOICA71ONS F0.9 Al.Al Efl MENTS OF GRASS PAVER SYS7W (S>" BGRADF. STONE LAYER, TOPWL 04 M.) 3. STONE/ MMII, MIX OOU * 70X ORMO, OLEAN► WAS STONE (VDOT i OR AASH70 #5) ) TOPS. R*U MAT�IAL (SEE AC,P SKWUIM FOR ARIX"AL r, Ot—ASS S a.Y €� IN ZOM 0 a fae a 4 ZONES AND WUft I GRASS PAVER SYSTEM II 4" COMPACTED AGGREGATE BASE COURSE, VDOT #21A 2" SM-3.5A SURFACE COURSE \"ICY/ I COMPACTED SUBGRADE CLASS A - TYPE I LOW -MAINTENANCE PEDESTRIAN PA TH WA Y DE TA IL NO SCALE TRIANGULAR DITCH SECTION g1^.4dF-T)111 F Dir H DESIGNATION W M I Y LINING A D 3 12" B b4 TREATMENT 1 0 SCGU.E: GNI-•3001 DRAINAGE DITCH -IOURSE, VDOT #21 B (PEDESTRIAN WALKWAYS (NO SCALE) I t i 1" PRIME & DOUBLE SEAL TOP COAT o 8" COMPACTED AGGREGATE BASE COURSE, VDOT #21 B TRAVEL LANES & PARKING (NO SCALE) 2" VDOT SM-9.5A ASPHALT — SURFACE COURSE °C 8" COMPACTED AGGREGATE BASE COURSE, VDOT #21 B PARKVIEW DRIVE PAVEMENT (NO SCALE) COMPACTED SUBGRADE COMPACTED SUBGRADE COMPACTED SUBGRADE REVISED INTERIOR PATHWAY SURFACE TO 4 1 PRIME & DOUBLE SEAL TOP COAT EXISTING 50' EASEMENT (PARKVIEW DR.) rr 4'-011 6'-0" 18' to 24' PAVEMENT MIN. 51-0 IL 81-011 GUARDRAIL 91 9' to 15' WHERE 3' 3' SPECIFIED TRAVEL LANE TRAVEL LANE 3 11 TRAIL 1 1IA"'�1 CL - SEE SHEET C3-01 1/411:11 FOR CENTERLINE LOCATION GUARDRAIL WHERE SPECIE( ALL DITCHES SHALL BE V MINIMUM DEPTH. STREET SECTION IS FOR GENERAL STREET CHARACTERISTICS, SEE SHEET C3-01 FOR FINAL GRADING AND STREET ALIGNMENT. DITCH CENTERLINE LOCATION EXISTS INSIDE AND OUTSIDE THE EXISTING EASEMENT. �TH SCOTT R. COLLINS" ULic. No. 035791, 1 ��i5`IONAL E�� Z w w z 0 z w z z O Ln O V � .0 ---- ll c Lu F- W LU 0 0 z o r d z z -. In o o U U �Q.. U o- x ❑ N ce 41: a' o Z p W Z W � DO w j ' Q Q Lu w ujaCL CL s W CL W o H H N uj W > W ce CL 3 L W c 0 U ? I I I I I I I 1v' Q w ri N w ri CD w rR O w ri d o o CN do m in N tp CN ao V U 0 v U Lu Z 0 W Q!.. L- 00 i-1 / U o a 4 co W � 7 u) ��.yy/� \' U. O CL CL \V 0 C 0 a L 4'✓ O LuN t 7 N � N p � O 04 04 o Ul ul a _ V + V ! L U CLI ` t ♦�P�i C L9 o 4 > c:) C:) L u C U) uj LLIU (— O Ca F a CL V ! N Q C 0 a E a !.I / c� z � W 7 L w w z 0 z w U z Z J J O " W w Q o s . , ` > Vi n- O L CL 1- a > x � / LL x 0 0 W ij W a fill. O 6 u H � 1u WLu Z3 HZ L!1 0 JOB NO. i r x r S R .s S fin t� era ..i��Y, • .i \, 4 �• L\ PIPE DESIGN n = 0.013 for RCP n 0.012 for HDPE Pipe Hydrology Pipe s_ c (A L rn W O N V m c u w ° Q m U U U N V E tv a)o c`i E v ? O ° o Ci C1 ..� �, c r $ % cm In p C a 2 0 O J C (/? N L aY U E v o Y o g F- LL N 0 LL. Pipe run: Yard Drain 5 - Outlet YD5 YD4 0.04 0.80 0.032 0.032 5.00 6.67 0.21 0.21 640.40 639.45 62.0 0.01 0.0153 12 4.78 3.01 0.34 YD4 YD3 0.16 0.60 0,096 0.128 8.00 5.81 0.56 0.74 639.45 638.75 66.0 0.01 0.01061 12 3.97 3.86 0.29 YD3 Y132 0.33 0.45 0.149 0.277 8.29 5.74 0.85 1.59 638.75 636.75 40.0 0.01 0.0500 12 8.63 8.37 0.08 YD2 YDI 0.04 0.80 1 0.032 0.502 8.36 1 5.73 0.18 1 2.87 636.75 636.60 1 18.4 0.01 0.0082 1 12 3.48 4.95 0.06 YDI YD31 0.07 0.80 0.056 0.598 8.43 5.71 0.32 3.41 636.60 625.50 62.1 0.01 0.1787 12 16.32 16.42 0.06 YD31 YD1A 0.00 0.00 0.000 1.224 10.28 5.31 0.00 6.50 624.50 620.75 27.5 0.01 0.1364 12 14.25 17.66 0.03 YD1A YD1B 0.00 0.00 0,000 1 1.224 1 10.31 5.31 1 0.00 6.50 615.00 609.25 30.6 0.01 0.188 12 16.76 19.94 0.03 YD113 OUT 0.00 0.00 0.000 1.224 10.33 5.30 0,00 6.50 603.50 602.00 18.0 0.01 0.0833 12 11.14 14.64 0.02 Pipe run: Yard Drain 9 - Yard Drain 2 YD9 YD8 0.09 0.70 0.063 0.063 5.00 6.67 0.42 0.42 639.90 639.40 36.0 0.01 0.0139 6 0.72 3.79 0.16 YD8 YD7 0.06 0.50 0.030 0.093 5.16 6.62 0.20 0.62 639.40 638.90 18.0 0.01 0.0278 6 1.01 5.40 0.06 YD7 YD6 0.12 0.70 0.084 0.177 8.00 5.81 0.49 1.03 638.90 638.40 18.0 0.01 0.0278 8 2.18 6.14 0.05 YD6 YD2 1 0.02 1 0.80 1 0.016 1 0.193 1 8.05 1 5.80 j 0.09 1 1.12 1 638,40 1 636.75 38.0 1 0.01 1 0.0434 1 8 2.73 7.38 0.09 Pipe ruin: Yard Drain 17A - 31 YD17A YD17 0.57 0.45 0.257 0.257 8.00 5.81 1.49 1.49 685.00 633.00 105.0 0.01 0.0190 12 5.33 5.80 0.30 YD17 YD16 0.45 0.45 0.203 0.459 8.30 6.74 1.16 2.64 633.00 632.25 112.0 0.01 0.0067 12 3.16 4.49 0.42 YD16 YD15 0.00 0.00 0.000 0.459 8.72 5.64 0.00 2.64 632.25 631.33 36.0 0.01 0.0256 12 6.17 7.50 0.08 YD15 YD14 0.00 0.00 0.000 1 0.555 8.80 5.63 0.00 3.12 631.33 627.65 81.9 0.01 0.0449 12 8.18 9.62 0.14 YD14 YD13 0.00 0.00 0.000 0.555 8.94 5.59 0.00 3.12 627.65 627.50 20.2 0.01 0.0074 12 3.33 4.81 0.07 YD13 YD12 0.00 0.00 0.000 0.555 9.01 5.58 0.00 3.12 627.50 626.55 134.3 0,01 0.0071 12 3.25 4.70 0.48 YD12 YD29A 0.02 0.35 0.007 0.626 9.49 5.48 0.04 3.43 626.55 625.85 86.5 0,01 0.0081 12 3.47 5.04 0.29 YD29A YD29 0,00 0.00 0.000 0.626 9.77 5.42 0.00 3.43 625.85 625.10 86.5 0.01 0.0087 12 3.59 5.21 0.28 YD29 YD30 0.00 0.00 0.000 0.626 10.05 5.36 0.00 3.43 625.10 624.55 67.0 0.01 0.0082 12 3.50 5.07 0.22 YD30 YD31 0.00 0.00 0.000 0.626 10.27 5.32 0.00 3.43 624.55 624.50 5.0 0,01 0.0100 12 3.86 5.55 0.02 Pipe run: Yard Drain 19 - Yard Drain 12 YD19 YD18 0.04 0.80 0.032 0.032 5.00 6.67 0.21 0.21 641.50 641.25 18.0 .0139 6 0.72 3.17 0.09 YD18 YD12 0.04 0.80 0.032 0.064 5.09 6.64 0.21 0.42 641.25 628.75 75.2 0,01 0.1662 6 1 2.48 9.43 0.13 Rpe run: Yard Drain 21 - Yard Drain 15 YD21 YD20 0.09 0.80 0.072 0.072 5.00 6.67 0.48 0.48 640.00 639.50 30.Q 0.01 0.0167 6 0.78 4.18 0.12 YD20 YD15 0.03 0.80 0.024 0.096 5.12 6.63 0.16 0.64 639.50 631.33 36.0 0.01 0.2269 6 2.90 11.65 0.05 Pipe run: Yard Drain 26 - Oulet YD26 YD25 0.03 0.80 0.024 0.024 5.00 6.67 0.16 0.16 642.50 628.00 32.0 0.01 0.4531 12 25.98 8.50 0.06 YD25 Y D24 0.02 0.35 0.007 0.031 5.06 6.65 0.05 0.21 628.00 627.40 36.0 0.01 0.0167 12 4.99 3.00 0.20 YD24 YD23 0.03 0.80 0.024 0.055 5.26 6.58 0.16 0.36 627.40 627.09 31.0 0.01 0.0100 12 3.86 3.02 0.17 YD23 YD23A 0.00 0.00 0.000 0.493 8.10 5.79 1 0.00 2.85 627.07 626.80 36.0 0.01 0.0081 12 3.47 4.92 0.12 YD23A YD22 0.00 0.00 0.000 1 0.493 8.22 5.76 0.00 2.85 626.80 616.50 54.0 0.01 0.1907 12 16.86 15.71 0.06 YD22 YD22A 0.00 0.00 0.000 0.493 8.28 5.75 0.00 2.85 616.50 606.00 96.0 0.01 0.1094 12 12.77 13.07 0.12 YD22A OUT 0.00 0,00 0.000 0.493 8.40 5.72 0.00 2.85 606.00 605.00 6.0 1 0.01 0.1667 12 1 15.76 1 14.99 1 0.01 Pipe run: Yard Drain 28 - Yard Drain 23 YD28 YD27 0.57 0.60 0.342 0.342 8.00 5.81 1.99 1.99 632.50 628.00 58.0 0.01 0.0776 8 3.65 10.62 0.09 YD27 YD23 0.12 0.80 0.096 0.438 8.09 5.79 0.56 2.54 628.00 627.13 8.0 0.01 0.1088 8 4.32 12.86 0.01 Pipe run: Yard Drain 11 - Yard Drain 1 YD11 YD10 0.02 0.80 0.016 0.016 5.00 6.67 0.11 0.11 642.25 641.00 32.0 0.01 0.0391 6 1.20 3.76 0.14 YD10 YD1 0.03 0.80 0.024 0.040 5.14 6.62 0.16 0.26 641.00 636.60 56.0 0.01 0,0786 6 1.70 6.22 0.15 YD43 YC YD-za YD/2YD- 3A�' / / YO gg Ab 1 " YD-25 'r, YD �• pqR \` eR °TT X -Yp 9,"` 6429 N. oN�• r• `' t ,` EE 0 ", YD ff '19 i 3 ;. 1649.76 x+ Y ::i1 / / i .. l! ri ! ..� r 'sv ,f.; t...r'� �' „•r'r.-'" , 1 - _ 1 YD-i/ ✓--. -fir- ... ,-,._...,., � -• �'�..� �� 17 IZ :......... _.. _..... .:::.............Y...... i'• . DRAINAGE MAP- SCALE:"=so' R Structure Area (Acres) Cw to (Min.) YDI 0.07 0.80 5.0 YDI A 0.00 0.00 5.0 YDIB 0.00 0.00 5.0 YD2 0.04 0.80 5.0 YD3 0.33 0.45 8.0 YD4 0..16 0.60 8.0 YD5 0.04 0.80 5.0 YD6 0.02 0.80 5.0 YD7 0.12 0.70 8.0 YD8 0.06 0.50 5.0 YD9 0.09 0.70 5.0 YD10 0.03 0.80 5.0 YD11 0.02 0.80 5.0 YD12 0.02 0.35 6.0 YD13 0.00 0.00 5.0 YD14 0.00 0.00 5.0 YD15 0.00 0.00 5.0 YD16 0.00 0.00 5.0 YD17 0.45 0.45 8.0 YD17A 0.57 0.45 8.0 YD18 0.04 0.80 5.0 YD19 0.04 0.80 5.0 YD20 0.03 0.80 5.0 YD21 0.09 0.80 5.0 YD22 0.00 0.00 5.0 YD22A 0.00 0.00 5.0 YD23A 0.00 0.00 5.0 YD23 0.00 0.00 5.0 YD24 0.03 0.80 5.0 YD25 0.02 0.35 5.0 YD26 0.03 0.80 5.0 YD27 0.12 0.80 5.0 YD28 0.57 0.60 8.0 YD29A 0.00 0.00 5.0 YD29 0.00 0.00 5.0 YD30 0.00 0.00 5.0 YD31 0.00 0.00 5.0 PROFILE GENERAL NOTES: 1. THE YARD DRAINS PROPOSED ARE HDPE, HOWEVER THE CONTRACTOR MAY SELECT A VDOT APPROVED MATERIAL WITH ITS APPROPRIATE BACKFILL IN LIEU OF THIS PIPE. ALL PIPES SHALL HAVE ADEQUATE STONE BACKFILL COMPLIANT WITH VDOT REQUIREMENTS. A MINIMUM OF 12" OF COVER OVER STORM PIPES MUST BE PROVIDED. 2. ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST PREDOMINANTLY OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 2007 ROAD AND BRIDGE SPECIFICATION 303.04. 3. ALL FILL MUST MEET 95% COMPACTION. 4. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER WATER MAINS AND SANITARY SEWER MAINS. 5. MINIMUM V OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. 6. THE DUCTILE IRON WATERLINES SHALL BE WRAPPED IN POLYETHYLENE ENCASEMENT IF NEEDED BASED ON SOIL CONDITIONS, WHICH WILL BE TESTED AND INSPECTED DURING THE CONSTRUCTION PROCESS. 7. SHOULD THE CONTRACTOR ELECT TO INSTALL HDPE PIPE, THE CONTRACTOR SHALL INSTALL THE PIPE AND BACKFILL IN ACCORDANCE WITH VDOT STANDARDS AND REQUIREMENTS. CONTRACTOR SHALL USE STONE BACKFILL MATERIAL AS REQUIRED AND SHALL INSTALL AND BACKFILL THE PIPES TO ENSURE PROPER COMPACTION AROUND THE PIPES AND PREVENT CRUSHING OR DEFORMING THE STORM PIPES DURING CONSTRUCTION. 8. ALL YARD DRAIN INLETS & JUNCTIONS SHALL BE NYLOPLAST TYPE C 18" STANDARD GRATE ASSEMBLIES, OR EQUIVALENT WITH THE EXCEPTION OF YARD DRAINS 1A, 1B, 13, 14, 15, 16, 22, 22A, 23, 23A, 29A, 29, 30, & 31, THESE 12 INLETS SHALL HAVE SOLID COVERS. SEE SHEET C3-03 FOR DETAILS. NOTE: CONCRETE ANCHOR BLOCKS SHALL BE INSTALLED AT EVERY OTHER PIPE JOINT FOR PIPES WITH SLOPES GREATER THAN 16%. ::REIVISED YARD DRAIN SYSTEM YARD DRAIN (YD) 27 r RIM=632.75 640 f INLINE INV.=628.00 YARD DRAIN (YD) 2 E :STING RIM=635.75 G ADE INLINE INV.=63z-5o ARD DR RIM=633.2 P O~P`O I INLINE IN1 635 G ADE 635 630 630 58.o OF 081" F DIRE PI RE@7.7 - - YD27-iL 8.o'OF "HDPE 625 PIPE @ .88% 625 1� Q Ln 0+50 PROFILE SCALES: 1 "=5' (H) 1"=50'(H) 645 IN (YD) 23 =627.13 YARD DF AIN (YD) z6 RIM:-6 o INLINE It IV.=642-51) 640 YD26-YD25 z.o' OF t 312" HDPI PIPE @ 45.31 PROPOSED GRADE _ _ Y RD I 2' OVER (: MIN.) R M=63 635 I LINE YARD D IN YD RIM=630, 0 INLINE I V.=6z8.o 630 �- \ 6 o' F 012" HIPE PIPE 625 1 1@ 1.67% 620 610 VE IN 74.=6a . 0 4 2 "= YDi 3 32.0'OF F 022 H DIRE PIPE Qa 0.87% YARD DRAIN GE DESCRIPTIONS ; •1� jam' �i� TH O �1 r. SCOTT' R. COLLINS� Lic. No. 035791, �Sj0NAL STIR. NO. STIR. NO. COMMENTS DIA. (in.) LENGTH" (ft.) SLOPE (%) INVERT IN INVERT OUT MATERIAL RIM" ELEVATION YD5 642.90 12" MIN. COVER REQ'D YD5 YD4 12 62.0 1.53% 640.40 639.45 HDPE YD4 641.75 12" MIN. COVER REQ'D YD4 YD3 12 66.0 1.06% 639.45 638.75 HDPE YD3 640.75 12" MIN. COVER REQ'D YD3 Y62 12 40.0 5.00% 638.75 636.75 HDPE YD2 641.75 12" MIN. COVER REQ'0 YD2 YD11 12 18.4 0.82% 636.75 636.60 HDPE YDI 642.00 12" MIN. COVER REQ'D Z YDI YD31 12 62.1 17,87% 636.60 625.50 HDPE 12" MIN. COVER & SOLID w YD31 630.50 COVER REQ'D Z W YD31 YD1A 12 27.5 13.64% 624.50 620.75 HDPE 12" MIN. COVER & SOLID YD7A 623.50 COVER REQ'D U) z d U)O z z YD1A YD1B 12 30.5 18.85% 615.00 609.25 HDPE 12" MIN. COVER & SOLID YD18 671.25 COVER REQ'D > U 0 � �� j- '� 0 U � O OC W12 Z Q w g U � = O Z O `� r1 0 z w _ o � m O ° � 2 3 YDiB OUT 12 18.0 8.33% 603.50 602.00 HDPE YD9 641.90 12" MIN. COVER REQ'D Y09 YD8 6 36.0 1,39% 639.90 639.40 HDPE YD8 641.90 12" MIN. COVER REQ'D YD8 YDT 6 18.0 2.78% 639.40 638.90 HDPE YD7 643.00 12" MIN. COVER REQ'D YD7 YD6 8 18.0 2,78% 638.90 638.40 HDPE YD6 641.90 12" MIN. COVER REQ'D YD6 YD2 8 38.0 4.34% 638.40 636.75 HDPE w Z O = QQ14'' Q w co >" _4 Z w � QUj W V) Q axi YD17A 637.00 12" MIN. COVER REQ'D YD17A YD17 12 105.0 1.90% 635.00 633.00 HDPE YD17 634.90 12" MIN. COVER REQ'D YD17 YD116 12 112.0 1 0.67% 633.00 632.25 HDPE 12" MIN. COVER & SOLID YD16 635.33 COVER REQ'D mr Ak OC H 'Q w Q a W Q `t w Q w YD16 YD1:5 12 36.0 2.56% 632.25 631.33 HDPE 12" MIN. COVER & SOLID YD15 633.33 COVER REQ'D om w U) O. > w U) 0- W U) 1-4 ° c o YD15 YD14 12 81.9 4A9% 631.33 627.65 HDPE 631.25 12" MIN. COVER & SOLID YD14 COVER REQ'D oC a' > saw p� d d i YD14 YD13 12 20.2 0.74% 627.65 627.50 HDPE 12 MIN. COVER & SOLID YD13 631.00 COVER REQ'D LLIEA o c ° YD13 YD12 12 134.3 0.71% 627.50 626.65 HDPE YD12 637.75 12" MIN. COVER REQ'D YD12 YD29A 12 86.5 0.81% 626.55 625.85 HDPE 12" MIN. COVER & SOLID YD29A 629.00 COVER REQ'D p, YD29A YD2'.9 12 86.5 0.870/4 625.85 625.10 HDPE w2 12" MIN. COVER & SOLID YD29 628 00 COVER REQ'D H 00 - 00 = 00 --+- 00 0000 0 YD29 YD30 12 67.0 0.82% 625.10 624.55 HDPE 629.90 12" MIN. COVER & SOLID YD30 COVER REQ'D N C } O � i C4 act ,1 1 YD30 YD31 12 5.0 1.00% 624.55 624.50 HDPE o O +y. E ° YD19 643.00 12" MIN. COVER REQ'D YD19 YD18 6 18.0 1.39% 641.50 641.25 HDPE YD18 643.00 12" MIN. COVER REQ'D YD18 YD12 6 75.2 16.62% 641.25 628.75 HDPE YD21 641.75 12" MIN. COVER REQ'D YD21 YD20 6 30.0 1.67% 640.00 639.50 HDPE YD20 641.75 12" MIN. COVER RECID YD20 YD15 6 36.0 22.69% 639.50 631.33 HDPE YD26 644.60 12" MIN. COVER REQ'D YD26 YD25 12 32.0 45,31% 642.50 628.00 HDPE YD25 630.50 12" MIN. COVER REQ'D V v V > YD25 YD24 12 36.0 1.67% 628.00 627.40 HDPE YD24 631.00 12" MIN. COVER REQ'D ~� o 10 -10 YD24 YD23 12 31.0 1.00% 627.40 627.09 HDPE 12" MIN. COVER & SOLID YD23 633.25 COVER REQ'D t... Uj ai YD23 YD23A 12 36.0 0.75% 627.07 626.80 HDPE 12" MIN. COVER & SOLID YD23A 630.00 COVER REQ'D u. a Q YD23A YD22 12 54.0 19.07% 626.80 616.50 FIDPE 12 MIN. COVER &SOLID YD22 620.00 „r,� {�..+�] T COVER REQ'D N (Y� tl) U U. O YD22 YD22A 12 96.0 10.94% 616.50 606.00 HDPE YD22A 609.25 12" MIN. COVER & SOLID COVER REQ'D W -° Uvi v YD22A OUT 12 6.0 16.67% 606.00 605.00 HDPE YD28 635.75 12" MIN. COVER REQ'D YD28 YD27 8 58.00 7.76% 632.50 628.00 HDPE YD27 632.75 12" MIN. COVER REQ'D o YD27 YD23 1 8 1 8.00 10.88% 628.00 1627.13 1 HDPE 54.0' F 022" H PE PIPE 19.07% (YD) YD23- Y 23A 36.0' OF 1z" HDP PIPE Ca) 0.81 YARD DRAIN (YD) RIM=63o 00 INLINE WV.=626A -2'MIN. COVER INLINE EXISTIN GRADE N&E: ALL YARD DIRAIN I I I \\ I \ i Y g6.o' OF Ov" HPIR E PIPE \ ---- - 1p-9446 Y 21-OUT• 6.,o' OF 12" HDP PIPE L7a 16.67% MPAMENDMEN YD16- OPT FOR OUTFALU DESIGN w O N chi O rl 1m1, W w %D w w %D 0+50 1+00 1+50 2+00 2+50 3+00 U W C 640 it U° Q Lil m co --- L90 j V) Q) 635 > CD L LJ C) z W 1 U 0 ,E 630 0/+�� C) h cL J N �--dI Q CL W - ° 625 v i W T E U1 V) Oo.wi (� a Z w w z 620 0 w z J O w C ) moo/ O 615 U T Q 0 Q )RAIN 9.2 (YD) 22A INV. . o6.00 U x 610 v L .. �LL � J v ° ---- „i 605 N 6 i = o a U) JOB NO. 602 172133 0 0 ° SCALE AS SHOWN jkl c ° SHEET NO. I�d(� O4-01Ain 1 *' LANDSCAPE NOTES: 1\ "_� Nl-.� �\ , 1. ALL TREE AND GROUND COVER PLANTING, SEEDING OR GRASSES, AND N__1 11 TREE STAKING SHALL BE IN ACCORDANCE WITH THE STANDARDIZED '1� I - LANDSCAPE SPECIFICATIONS AS JOINTLY ADOPTED BY THE VIRGINIA `�- IN CHAPTER OF THE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS, I % � THE VIRGINIA SOCIETY OF LANDSCAPE DESIGNERS AND THE VIRGINIA � % N-1 NURSERYMEN'S ASSOCIATION. 11 k \ `1� 2. 3. 4- 5. 6. 7. 8. HAN DLING AND STORAG E OF ALL PLANT MATERIALS ON THE CONSTRUCTION SITE SHALL BE CONDUCTED IN ACCORDANCE WITH THE AMERICAN STANDARD FOR NURSEY STOCK AND THE ABOVE CITED SPECIFICATIONS. ALL SEEDING AND PLANTING SHALL BE DONE BETWEEN AUGUST-15 AND OCTOBER -15, OR ALTERNATIVELY BETWEEN MARCH 3.5 AND MAY i.. SEEDING OR PLANTING AT OTHER DATES WILL BE SUBJECT TO APPROVAL BY THE LANDSCAPE ARCHITECT AND MAY REQUIRE SPECIAL PROCEDURES. ALL DISTURBED AREAS NOT OTHERWISE TREATED, ARE TO BE CUT TURF SEEDED AS SPECIFIED ABOVE. TREES DEPICTED HEREON ARE SHOWN WITH 2o YEAR CANOPY SPREAD. ALL SLOPES GREATER THAN 3.':L SHALL BE PLANTED WITH CROWN VETCH. EXISTING TREES TO REMAIN SHALL BE PROTECTED BY PLASTIC FENCING INSTALLED AT A DISTANCE IN FEET AWAY FROM DRIP LINE EQUAL TO OR GREATER THAN THE DIAMETER OF THE TREE TRUNK IN INCHES AT BREAST HEIGHT. OWNER SHALL REPLACE ANY PROPOSED TREETHAT MAY DIE AFTER THE ONE YEAR LANDSCAPE CONTRACTOR WARRANTY. AFTER SAID WARRANTY EXPIRES, OWNER TO INSPECT PROPOSED BUFFER AREA SEMI-ANNUALLY AND REPLACE ANY DEAD TREES OR SHRUBS. � � \ \ ._-:r k � - __'I \ \ \ .": --- � � __ - � ---- I ---- ---. ---- -7 - - I - - _, � K_ -7 i .- \ % N \ \ \ \ \ \ \ \ \ � - � \ \ \ - \ \ \ \ \ \ \ \ , , \ .. \ - - - - - � , � ) - � � - S� _J - - - - \ \ \ \ I F I t1\1 - -----,---------------------,..--.-..— --..—. __ — _ -_ __1 .". I \ , �, "I LANDSCAPING LEGEND \ N t1\11 I __ __ _� - - - I 111. \ t \ - - - 11 _�, � . . . . . -7 �. \ \RO l k I ----. -0PevSr!:D_tIMrr5OFTREE- - - _ , \ . I- u, t ___[�R I-.-- \ -------- --..-' .. ' __ \ 11, ;-..--.-..-.:-.'.,. \ CLE6MNG-MP)F -------- _.. ____'__ -- --- ---'- ____ _-_ ., - , 11 . . , . . . . . . . :..; - e _�".`_.". \ KN __ _ -..-.-- __.. --.-.-.-- "I * '.....- : .::�o.,..-. it ., _ - - I ITFOR---- __ -_ ", \ -\, , X \ . _... - : ..'.1" \ I I . I - -.-., -,- .--- __ .-- __ .-,-,.,-- __ '. , \ , \ . - .. .. -.1- : , \ I \ 3R EARING-WTHIN ------ __ __ , \, ,\ \, " CI3 - - - ,, , "', , 1 \ 1, -", 11 .. ..." L \ � \ I I ,-- EXISTK,�-ioo'STREAMBUFF-ER-----.-- - - I . , \ . 1-1 % I I _% 7 ......, � __ _..._ _.. __, _� \ - , 1'� 'I., .,� I., � \ - . �, 11\ , " \ �, 4,'.......i............... A _� - - �1� - - \ _. . � I 141 __1 - _ __ -, ��, ,, " � -\ '. " %, 'k, NERALLY , ` � \ " 11 ... \ , I ","FAX P-ARcd 5b7_7�kA----- --- ---.. __ .__ .... .. .. , -I... ,'� ."'. 11�� 11, ", ., " I . . . . . �� 1 1 � l .11 __ 1, ", .,... ,�. \ -\ % 1.11, ALONG PROPERTY LINE IN � - " �, I , 1\ I .1 / /�HEEFtE_E�, _LL-G--_'- --,-- - _.- � , , " \ I \ .... I IGS (D , 'X�', avao 1 \ _ _ -_ 1'� 1-1. ", I ..�'. 1'� 1". \ 1`� '. I THIS AREA I I / t" 7" -T - ._ , .. , � '.1 \ ., , " � i \ I \ �Ijjj ,f3l/ PARK IEW DR ,� ,� "'.. 1� ", - �� . 11 I , �, \ . . . . / / z 1-1 . , I . .. . i..-.'� N I � / 1, .,,� , :�� I � '�,*, I I ,,, " 1\ 11 � "" .�-.11_1--,--_,:;-,. -1 \ I I I \ I / ,1 b. -1 �)13 - - - -_ - - '... - -_ . I '-,. I " ." ". ,,, ` '\\ \ \ .-, .' `.`- I �'- .'.16-2�-" .,-.'...*-.,-.-,.-,"".*..'--,".I �_ \ \ 11 1\ ., I I / /I / /B. I' ACRE��- _----- _-___ --- ___ - ... _ _�, _-, , .1, 11, 1'�'..'� '�, ---, ." \ ,\ \ 1. 1�, `\ � \ ., - ��, N 1. '." I � 1 6 9 P, 01' 4 5 5; _ _ I � . 1\ \ \ 1-1 "I R. \ I I q I ..., ...." I- , I _� TC -------- -4- \ , I j I U.Id./_108�/IPG. �8-3-_ . I-- 11 ._, "'...'... "" "� .�, ,� ,,, .,� .,� \ \ \ I 1, I .-,.-.`..-,- t4,) 11 / -_ \ - - 11) � I 1� `�`, "'� I "'ra ./ // // 11�1 - -- --- - TP - ,� I ` '.." _', ...... ", , I", " �� "I . - \ \ HIS I L fl, F t / - -,- __ I _,,,., ,., 1.1, , \ 1�1 11-.. " " \ \ \ \ I it:z / / "I, §F _', \ �' � . 11 ---- 6� \ I I -A ... IN \L..Z--;_-�� I- - - _ - - - -1 -__..'_ �,, 111. 1�*,-, '-, ',,IN \,\\\\ ".1 .� I AR ---- CL \ : %.- -- 7�_��___-- _�--y� - ____ � . � � _�, I 'I-,'. � -� 1, 1,� " 1\ N � ,,. - �� �_ I � 11 �; - , ,� - - _� . , �. 'I-, \ \ \ NN 0 . 00 :1 __L j __ - / __V� / - I.,. ��,� �,� , .1, ,\ \ \ , \\\\ I I H 14-1 1 N)O � 11� ,�� � ,.,, "' *\ -,'--- I .- \ , \ I :��_� , �, 1, \ , , ,,,--- --,`-\1-, , � '� IVID " ()O � : ,,,,,�� _11- _ � N �C�D � - I 7*4%- - - - - - - 1. 1� , I I I / - :7 ,� , ,� I \ \ <]'.-::- _:--.- ", " . .1 .'.,� T_1�1 , " I , - "I (a A� / *-. - _�%, _,,� "I h.,-.,�..�-.�---.:�--,-"",\,,- .._ 11,� .... .. C6 - / -� -,,.,-. ,:,�� - \ -, - _ __: I-,--- " , ,,-,-�"... � I.. I � --- � , � I I " L _. .. ." .", - �1, -:._ , , ,�." , , . I . -1, 1--,1-1 _.__ , .1 �. , " ", .- - R�` / . I" � , I --- 0 . . . . . . I I " -,,, , \ \ \ � --- \" R ! .- III,, f / -1 ,.. I-, --,, ,�% , I -_ N., --- / / ;�,-,,�__ 0-,, - -%L, 1-1 -1 I., ,., � I , '1� _ ". �, IF . - , � - . - \ / �F / _ ._ ', 11 - I ' \ \ .1 N1, .� " I ...- I "I ..�, ;1 l.-A \ `1 / / f e / / -_ .11, -.-. ,�:.4.. � �. , I I., SF " , .,� , ,� 1-1 ,_� E 7- , I �. I I f ,..., "I. '11 I \ . " 1, '_1 . 11 11, , . I - - / -1 ,,,.-- / 1, 1, I I I-- ", ,, 'I'll " " I _Q� _;: .1.11". I . I/ - \ 1 .1 I I 11 I SITE LANDSCAPING PLA 4T kHEDULE SYMBOL QUANTITY SRECIES COMMONNAME CONDITION CANOPY TOTALCANOPY CB (� . ,rQUERCUSPHELLOS I yy-l"ry yy VVY I WILLOWOAI� F 1.5"-1.75" cal, B&B r ry-r-r t 370 "=590 %" IGS JUNIPERUS PNTZERIA�� qWhWW%A0%0 * * * . SEA GREEN 18"-24", 3 gal N/A N/A TC 7 - TILIA CORDATA'GREENSPIRE' - LITTLELEAF LINDEN 1.5" cal, B&B 249 1743 AR 8 ACER RUBRUf A RED MAPLE 1.5" cal 397 3176 - MD 22 1 MALUS DOME STICA* 1 APPLE 2" cal, B&B 1 ; 129 2838 ' TOTA L: I Ej'0'34'75 ,���������PY �=9,757 SF = 80,104 SF') = 53,640.2 SF OF PARKING AREA= 1,395SF - - - I TOTAL CANOPY = 10 347 SF + 69,757 SF L A A A A JL J CANJWRE'd YF-2Y8-,2A6kl*'�'tAV'AA-()YPliOPERTY) PARKING LOT CANOPY REQUIRED= 5% PARKING LOT CANOPY PROVIDED= 1,!27SF *Contractor may substitute other frull tree species. I \ "", "ft V '11 � Nj I 1% 11 In'. - / ,( / - / / �."f - // ,11 . � I( N \ \ '.,. 1, �,g - / ,'. 1, . .., I I , ,,e 1. 'N � / - / I / , " 1, I i , ", -,�\ � I, 0 ..... . , I _11� .... . \ \ \ 1_1�1 . I I \ -r- - / / f .1 I z % /',.I / I .,� I \ \ \, "I '� � 11 . , ,g� '. - _�, . 1, 1/1 , @ 1-,� q / - / .1 . � I - -1, 11 \ \ ". \ 1. . 1\ . h "' I I I - I I " f a : / � I... - " � .� \ 11. - , 11 : : ,� / I \ " \ \ ". 'I- d-)j 12 MD . N" �, 1�1 I 1; I , .. 1, �4 \ --, \ I I I I \ � -1 1, \ 1_\ ", �. I _��, I . 10 � ". �, . . ,�- -, 1( -��, \I\- � IJ �1. ". 0"�7\ ., \ N, 11 .--. 11- 1� � / / 1%', ,, \1" TP \ \ \, \ " I 91�% V_ � 0. � "I I." . I 11 \ 11, / 1� '11, ,\ .1\ \ " -1 \ , - - .-It __ I/ " ,� , . VC /- 04- - . /I / �, - I .,.,.,.-I,., � .. N� \ \ \ \ " 1\ \ 1, " I �_ - \ r- "� /� � -� ---" , g - . ; 1�.. I 11 /I- , I \ .// \ -_ .,*.j,.-" - -" - ::%"� 1< , * N�t4p \ , � \ " - -_ --- \ , 1-1 SITE LANDSCAPINGi REVISED U) ., ,g�.. I / 4?1 ., ._'�� \ - 4 I-... ,/ 1%, N , \ I , \ I \ . I - I I / 11 �. , ,\ e � \ I -E N \ . . . '.'. ____1 I 1�,,�, / e .. 11% \ . -- ' I '-- \ \ \ N' X 1\ / ,/ . '.1. ... A "I -',// - I I N \CLEANNG'OP)� . \ � . / //7 :.,.. N, \ \ \ . REVISED TREE CLEARING LIMITS PER YARD DRAIN REVISIONS .'.'. :.-. ... ...-... - - - 1:� S&E VSMP MITIGATION PLAN EOR N, \ \ . ..% ��%-.%%-_'...'. \1 \ \ _ A / / - ..... I . ..* , , I N , \ TREE CLEARINq WITHIN THE I \ kAAA '.7:.. ... . . .... ....... ... .. � . \ \ .. - . ,�,.:_ .. \ \ \ � .'_'1' " ., '* I \ \ \ .. ..... � I*.,.*.' ...1.1.1.1' / -, . ! I 11-M __ . I / / I / /:".* .... .... "'V.'.*.*.'.'�'.,..":...,....,.,..... ", .. \ / \ EXI G,i SJREAM'�UFFER `I \ \ \ . . _., I"............."....,....,...,: ,:.. .::. . - I , . / / ... .... \' \ " � ST 0?' \ \ N � \ \ I / / .. .��%.%%. I.%, .'.*_'..':: ,:.,., ...'....... ..... ...... - :: \\�N IN 'V' I _\1 . . \ \ I . ....... ED/r) e . .� , ""-.---''*".,.,..,.,.,..'::�� . �:�:'�:j:�: . �:�-�.� I / /\ � \ � �_. " N� ,\ \ 1\ 1. N \ . 1. .. - '', .I,.;, ..... �� V , �It, / ,_ - \ ... ":..'.'.''".,.::.,:".",.,:.*.,.:".".,Al.,.,..,:..,. , N \11 , '1� \ \ . ..... , :::: . `:.-, .'. . 11 IN, I . . \ " . f '.*:.,.:.,.''.,.,�.;.,.,.:.*;.",. " . ... �: \ , ...... ... ....... ... . 1� -.�.% �:.,..-,-,-.-::::::: .::, , 11 _a��_. - \ , \ \ I . . .1 ..... ,---" - I ___ /\ I "I \ V / , P / \ � , \ / . ... ... ... . � �:.'.�::, :-.:-:-,_,..1�-,:: :.Z. - -.-----..- - f _. _ \ \1 \ \1 \ \ \ __ .......W....,..... .... :.. * ". .- - . , .. ..... .... _.. � I � L / '.. ,*: *.'._:` .:,.,.,:,:,. -, -'/.' . __1_____1_ ._�, ... N \ \ '\ \ - I -, - � N - - ---- .. - . I \� / ,,.:., .... ..... ... ........ -1 ... I-, .. '___________.. \ I . \ , 1. - \ \ \ / . -I ... .. ____� , ,\ " - i .. ....... :1.11:1 - - ---------- %\ \\ ,� .. \ �,,�, __ \ \ 11, \ , \ \\ \ I / , .... - 351GS I . . :..:,.....;-..Z....-�-.-.--::.-. %\ \ / - , "I � \ , __ , �:-.. 1, . ...%,�,.,..,.,. .".:�::::: ,*-.*--N ____ . ��___.�_, - �, 1�1 \. .11.11.1- I., ... I... ... .. - 1\ \ \ % , I LEGEND OF LANDSCAPING , , ......... 1/1 ____�_, iTC1rTft11-_'rr)CC1 TRIC r) , 11 I / . I I I I... I.. . . ;�', `.- ."', -, ___ ........ -_ , \ \ , \ � I . . - ............. ... . I . I.. 1. _/\_-�IN 1'� - \ ... I':: _7.1.7_,._....1 ....- .11. .7�, % /I - =..-u - \ �1, / / .:�-/ .......... I ... .... * ... * , _,�E_ . .--- --- �: _ 11 I . V_ , \ � \ . k, I ..I\, \ \ TREE PROTECTION . It .. ... ........... ... . 1. lz----__ - _ , � _ 1�, :...'..%1.1.,:: .... %, .'./. ..I., * �______ ___... \ 'N. N I \ I \ \ \ . - ----.. - - - - \ � ::.:.-:.:.: -,.:.:,-:.:-�.:..,..�,,...:..:......: . . . . . . : .. 1. \ � \ \ I \ I EXISTING . .. -_ �s ---- �\—\ \ � N\ N\ , . , -17 _11z�____ - I _____ .------__V. .1� 1\ \ \ �� N. , _/ * - /_ .......... - - - ... � 15 IGS ---.--- -_ EXISTING 4BE RLE ..'', ....... I... .. I...... .. ... k- .. \ , . ..�_� _ A . ....... : .... .. \ _.___ . 'N N__ �, I \ . CANOPY ....... I...,...,................ *..,.,..,.�..... ... I ..... I ... ..... __ .�F�_ I , \ I \ \ - '' . — CLEARING LIMITS ... .--.I..--- . 1\ '� - , '\ N 11, ,:.,.,.,., .. 1...%.'� . 1, _.___--_-:i \ STEEP SLOPES (TYP.) �', I:- . - . . . . . .. . . I .. . . .. . . . .:....... `Z/,...`:-- * I \ , , 1. \ , __ , \ - _� .1 I " 11 "I �, '. . \ 11 11 _ _ 2� ` ,--,- _ __� \ \11, I 19,11111 I I , .- ., , .,.,:. .:�` _____ , _......W.._ _7 - � ____T , N , N \ . -CV_y_y-C_1 EXISTING TREELINE .COUNTY PR�S ED -.- . - k / / ... ...... * '" " "�, - :MA , Vi , ER� �� . - - - I— ,,-\ M.. � '.%... . ...., , ..). \ :.". \\ __ E .1_1H______ 1\ \ \--. \ \ I \ \\ \ . \ � \ - ryy . 1..:,.,.,.,. .'.'. 1:.'.., /,_ \ "I ,4 AR . . ... ::::/.:-::-::.: -.::.� -�:.: .::.:.., � . __ /--- ., , �..::."#.. \ \ . ______ N - ", N. - \ TPROP kPtl ITS -.:,T \ . .. ._ .,:,. - I *:.,..'11..:... - _-�.... 11, � ... _ I \ \ , \ . ..... :.:1, . � . I I, �, \ \ 1-1 S 'k \ SILT FENCE .. 1�,N , 1-1, i t6 . � � .... I.. 10 '_1 ' , .. "", - , � . :. I I.. I .... I .... , 1. ,<,,, \ 1, - IIN vl")%- ", " --,, \ - . ........ ... ... I I .. - '. ... , \ . �� \ _._._-__-_. . \ �1 � \ . . ... _...... .. .1 ... ... ...... ... - ............''... / - I , ` I .. 0,0 TREES IN THIS AREX ARE '� . ,�/ X ., ,,, /'\ -� F, \ ______._._ I '11*1 76E P_,V8M F4�11�i[G,�Mr;t P G%N\ FQ�, I \ — STREAM BUFFER . . Y' \ ". �'A I / f ------------- ____ �, 1\1 . X, a, .. N �, I I - . - _ � . . C f1l C & r.t,F-' IAI I N . . NOT COUNTED -.--.--.�,�-.:�.�.... ...� � - I N / I _;_.__.__._ __1 \ �, i k- 1\1 ptil 1-4 I \ %, ,� I'll, �. / \ r.... 1.'..'..%* .. .. ... I \" N1% '\\ / -,, 1'� 1, �� 1�, , TAX F -.::...:: hl.,..,.� . TOWARDS OVERALL TREE \ , *% ___.:;4:_T_______ MN!�a.96'S.TkEAM,P � \ :,:. ::�... . . I / 1 4 I - - ___ "I I I 11 I �', ,�, I I � 11 ,� I ..1, 'I-, -1., '�, ". BEAVER CREE .. 1 CB - - -, N / - � N_ ,� � , .. 1, , " 11 . CANOPYAND SHOULD BE I ,`11 . 11 ... : e \\ % \ I r . . --- 1* I ", "\ I", ". '' - \. "', �, N . I \ � lf::��=_ __::-7=-_ , I.", , D. B. ' *4- /.:.,.,.,.,.%,. 1� 7 I -, , " , PROTECTED TO THE �, . .. .... 1� 11 /A\ - -- 1\ �', ,�� . �( ....%%...'� .. .".., I,< /---- -I_ �', "�, I 1-1 - _' ' Z( ........ I \ \ 1AR ... ... .. . -,/ , -1.1 .------ 1-1 . I I - I ".. :- . ".,. / = - 733-7-' , -�,, \,, umrrs 6F fREE- ." - ' -- , '':., '.'. 11�4% ,� I '. \ \ __., ... - .. -_ . . -- A � -_ �,� '\1 I\, 1'� 1, " 1_1� ` DDAr-rl I M/ X u :. ::, . . _� .. .... I �% - I Dr-cr-121 - " 1� U I VM11VII ',, � 11 %"r% i nr_ I 1 CB-4 m� ... .... , ... , ..._. — yr_UZ� � .... ...... V. I .____.______ ,.-, N, \ 11,� `�, �, , �, �, I % � 11 . I 1&,'A \ .1'. I \� " �., '� 1, 11, . 1%, ! 5 CONTRACTORATTHE \ _K1.._.._1._.:. 1'� � �' __ "", -,. " ',�, , , � , 11 � ...,.:.'1,:.,.,.1.,. �> 1, -11 - .............%.:... "! \ I ..", q DESIRE OF THE OWNER. _- \ � .1::.:.71:.*.1 .... \ k/T- \ 71-% ,,, \\ �,\,, , ,-� - '-.,..', I" I ", I , . \ .,.7 . 1. ... . . \ " i I �, "'.11 - 3A I I CONTRACTOR SHALL .:-::::.-:-,.,�. ., , -*" \ ,,, I "� N " .,.� �",' � , " P �._�, I ......"... - ".. \ '. , . - I 1�1 , I � , �, " \ I _�,_ � I .� �., N 11� TP " :1. �-w z 11 ./-,.,. \ \ \ , \� , I N k . 'I I I AR �1, .. .- - .., .......... I ___\ \ ;.4:j��::::I.-,�' 1�1.-% -1 , , , \ . 1. :::::-, .., ...., 1�� ... I _.�. , .;::::.:. �.. , . . CONSULT WITH OWNER . ..... -� .:-:-:�:;-:.:.,::.:: 04�' �. \ \ \" , - ,..." :�:�� j:�:�:�:�; . .,- g�. I " . I .", \ � - ".., ... ....... W _8 /. ;11m� ii�:�:��i� � .::. \ , ..., % \ .., \� I.., �, lql� . " I—, � ,� \ -1 - - .�� �:i:�:�: .... - \ \ -:`-'.,��. , � , ,\ , . . - AND DESIGN ENGINEER . " ......., .. - ..... . . , .." 11.1 � " .;, ,.\, , � �", , \ - I . . . ... , '-� `�:\-� -:.-,.-�:�:�,.,.,�' , - \ 11�1\ \ ,,� ..,.,::,��:� . ... ) ..-. 1". .. - \ r%,',*!.., \ \ , I �, - �/ PRIOR TO GRADING i ria ........ f.q:d:..-.-.-.-:l: . ..... ..A.M. '. N \ I I 1, `�, -, \ \ - _1� ....... ... ... ... . I . . . __ - . " -,,�` OPERATIONS IN THIS IN I . .. :::-L::;:-. ::1:�-.1:: :-:�:- . � I", 11 . ''I . . ,a - 1� " 11, I .. I .- . . *.%'... ....., I<, A I � I , - ...,�\...:,-, '' .. . " % � . � 11. NERALLY %_ ... I ...,'... -:.-.-,! �-..-.,:, "........... :-:-:.:-:�..:.:.:...:�.�f,.:.:,:.::: . ........... I . C6 -;-, "I I . _\ -11 . 1-11 VEGETATION 15 I I ... ... :..� 1:., , .. ........ .. ............ I. %.. "... . " ,.;N . '. \ - - S il I . .. , , '.'.%'.'.,.%,:. ,�.r .:. , 0, ',-IN , "' . __� ..... ... f...�....,.,i:�,.:".,.�'.,........;�k:,.*.*.,.,.,.,.,.,.,.,.,.,.,.,.,.,.,:.,.,., .. z - -, 20'AND VARIABLE , 11 � - "I .... \ ff - .,",- 11-1 _:_.,-:.�_:-:- '1:_:A-.-: �-:-: : ::�:::::`::::j,::::.: V::,:.: .. . ......... ;_.,.,.,.V.1.V.'.'.. , , " . .. > \ " - N � ,,.�, ,_� - 1-1 AREA. IF ANY OF THE � I .... '' t � * � , \1 ... "I , 'x^ %-,,, '\ 11 . -_ RTY LINE IN %%..%. 1 :�:.:.:.:,:::7,:�;::::��:::::::�:::::::.. , .. .,... .: " % , , " ,0,1 .. .., ,-e. - " C � I . � THIS AREA I - .�.w;:L:4�:,.,.,- .. - _ 11; �_ 11� REMOVED, t 10 .1111"';e..... . ... - :-%:-:".*..,:,.�.,n% ., , " _ 1� "t ,,�,' , \ \,\ I \ _1�1�7110 - :- I ... ... :::.-::.`-::-:.%..-�,-� - .. �- �- , 7 ___.. _�- - -- % 3�N * , " .,�. 10 , . 1_� . I , .��,......�,�.,._ 1, PUBLIC UTILITY " ....... ... % . � - //' , .... - .- ,-' -�:�:: �::.. � ... ......, .%..y SUPPLEMENTAL '. '�:::.::,.,.,.,,.,.��.'..'.'.�.. ,.'.�*..'�'.."..".'�'...'.'."'.'.'.'. V ��::�:��:���.-*�,�-,�'.....':--..i .... . IN, EXISTING ALBEMARLE .� ... .. � ,\ , -% � I., - '� ,, , '. . -_ I / j ,� (" �,��:::� : .:,. .,::"::, .. " . \ 4i` �� \ .", , ".. \ " \, \ 1, - I'll I 2� ..,1.*.':1:..,.,.:.'1. -, -V.'_..- , 'N COUNTY PRESERVED .,- s.*, .. `�, , , 11 - N\<'�\ " I z I EVERGREEN PLANTING I - 1 AR / .. ... ...... ..... ... ' . N \ , \�_ ,\, \ z / - ':.*..'.'.'.'.'.' r-f=77-7-__7__________7_---, I : .-.-:.'-*---,-,'- � ....... �,.� Z V I I I I . "'61, 'N 4/� "\. I I STEEP SLOPES (TYP.) "I X I I .0?��I: ..... � . . , , . 14� ,� - ,; \ \ � \ I" .\ '. ' \ .. I-- WILL BE INSTALLED TO . � 31GS--�-*-�.--�..�.-'*-'-'PR.ESERVATION "-*'':":'-':'::':':r::".:':"'..:, -, / '. - ..., � , \ \\ 1\ \\ \ \ , I .,,_- 11�� "- . ....1..._. .%".%'.'.' *:.. .-- - �_-:..,..::� I/ �� \ , , \ __ HELP BUFFER VIEWS OF , � �" f I .1 ...... 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'. __ __ -.1 - - I .11 - - ,..., .-I... 1_ -_ , ,� '. _- ., , If .... D � 1-1 I-, I _ -1. - , - __ __ I -0 Lo I'd 13 Vtxl. a lnjovne . pfQvided-, and U 140n.Af�WaUIL det��l ,,�,i?'.',,,�,�,,I',.,r,�'."���,'���',��-, z ; , .... 11 "\ I I I/ __ _.- . ___._ r—P VJ Q )7,qu lqy,eIjELu*!bp,.1g#q , :ilia W Z __ — WIW -.Iq . LLd . . �d Will' L 1�0 d;ipji�.W y tre U - , ,.� .... ,,f, .11' �, � . . . �:Igkl*,-,�i'��W . . &_ -1 T I 1/1 / / z / 1-1 I .1'.. 11 __ -1 — _. __ -- . Wo fbtapprwg. . I .,� .... I . , I . _. _. __ sub," , ..... " I/ / I �1� _ __ -,--.. - ___ , , """, ..........., / / , - . .1-1 "I" . _.. - . __., \ ��',1111,,�, I/ ." 1-1 -1 � --: L�_-.- ` - _� 1.1. TrenchingandTwineiing. I- .%%% I �r dD z / 1-1 z 1-1.1 I /. I , . , . , . - , . , . , . - , . , . , . - ... . ... ... -.--- - . , . . .. .. ."L / I / / / / "I // X/ ', "I / , . ". :Q 1�1*94. trep wred vvilhin. t .1caring, it sW1 be doue as far mm. fr m the ttviks of trees as possib. e, Tumielim, �_ .:�..N ... �:-,,,-:,,,�, ... I N I I � , - 100' MINIMUM , , ng is rq .heUn�jl§ofc _�. _ , , - ', . / / N OTE: �... , " 1111der'll . gj-�e: kQe stial) be o0jisidgrecl oR.,ia 61f.erualivewlwa it. is 0. kio,i 0 tbaf. uece�qtvvry trt�ndii eg will kstroy fegilar roon. / .1� I / / // // / I / �/ "I . . . . .pore W / / / / . , , ROD ,- . 1,01, 0'.� i:l 4. . I-- . � '....... : 40 1-1 SF / / /11 / / _- ''. I 11� SEPTIC DRAIN FIELD / �*,��,�.�� 1-e" .". 2 ./ / / �Z, cleauuu-� I ..,., 0��il � ,�.� . I......, 4." "', _ / / / / / FND_ - ,iiii�'. .......... � RK�,4iiii�'R',�� / ,��-�-.".,%�"i�ii�gl. z / SETBACK FROM BRANCH -� .. _Ii�iff � . . =''�g - / - .... ��',,�,, / / / / / .. 1.1,11.1, X, " ,- , - -incingshill bathelantitenu� reaioveddurin�tbafinal cleanup. I �::Ul!.1.��-��-. . �, / / I _�, - InOte.0-ime fL I . _ . .... __ 11 / / . . . . �. ..... __ ./ (FROM D.B. 1028 PG. 345) - - - - - 2 - .1, / I/ / / / / / / / / -1 I I 1__� - ,i,,,,.��i!�!!�I����"",!."�,,.�.�'., , / / / / - " , , MI, / / 13. Damaged Trees: �M.., ... I/ . 0 i�.UfL"ea(Tee,5�tiL�fb'etieutt!,diiiiiiiiediti[el-,,b pruidug, ferdlimLkm or offier uielhods rt�,Q�)jiirtwjided b Ir sp itgist. ,���!".!��!�,,������'ll�������.�'��'.'�,�.� J, �' .... .. ,,, / // / I/ / / / / / 1_� , , . �_ . ��11 I . y y u et. cc, / I I ..'....... / / / / / / / . . 1-1 . . . . I :::: 1* - *..., I ... _� / I / / / / / I/ I/ I . N0TE;-1TM'J'l14 1)KV.ELQP)�1VS XESVONS.113ILITYTO QQrqFtR1W fl'fl THE CONTRAQTOR QNTREE Q0.N8tRVNl'IoiN ... . -.- __ / / / / / I ''.,-, * 56-67B . I r '. r'. * �\ - / / / / . __1 1. MARTINI & BARBARA L. SCHULMAN REQUIREMY,) _-$. �.. — -, ,z .11 / , "",p � . . z .: �'. I . � ,.,�� I 1......., / � 1-1 / / -1&`SCALE PARCEL 1, D.B. 11 69 PG, 455; �1`01.�,.,§ , , �\ . I , � -_ C _ -.1 11.1 / / / / z .- , .:.:-:., / / / . . 1-1 N. . 4 . - ,11 h. '94)t,�--�,— 1 814/3-7 1 '1111111 i I 1:::::::: . �\ ___ - / ,/. . . �71 Q . I - .1 . . - - .— ('0N7RA'(,'_r. Vl)g�OtFA . K . . . . ;�F R..S1(7,_. ATI)RE, (DATF) � 5JI106 Page J. of 1 . , - . I.....:/. / __ -, - 11, - / / 0 / I/ I ,� . 30, 60 -, "" / "I, / 30 / . / 11 I I 120 U. 0. I u Z_ 0 r- %12 - 1) ) .11, D. B. 1086 PG. 583; z /.:.* . , . . . " . .... . .... ...., -1-1 . __ .,..,\ I "I... - - \ . _', / _', I _�P. _- I'll DT 794 PG. 381; z IIIIIIIIIII11---m- -RIV-.1111 111111111111111111111111111�______ M , .... : . , . . . . / ::��: ff�:-,:- / 1_ . . __. ...... . __ , \ �\\ ,,- 1�1 I/ 'r W, W , �, C�� __ 0 - I z �/ .,- - z I/ I/ . , . I , __,�� f" ( IN FEET ) Z I �� 1�1 �, z D.B. 690 PG. 599; I/ D.B. 664 PG. 431 I'll . . / �.'.�:,:*:** / �.:... , .__ 7 A_,� - ., -1 - ,�� " "I "., "/ - I inch = 30 1.111 z " , I f t. 1/' . , z,,?,-,/z_. - ." I—, ZONING: RA 1_/ /I n, ', r--�-% -," (V�F- VETERINARY CLINIC , 1/' I I , 11 . I �. . 1, . , . . . ; 1.1 -1.1 I. ,. � � . I . , I 1, . I I . . I . . .. .. . I . . .. '. I . I " Q *. I IL 0 0 . IV,; %. � 1 0 . :. . . -�, . _ IQ - , 0- . � � . .. � @ � . .. I , . . . .- I . . :�__' . . . I . 0 . . . . . . - . . I W � . T 0 . . . - _. 6* MAX. - - - 3/41 REINFORCED - W-0k. . (D RUBBER HOSE I-' I 1';;�_ . . , -,_� .. .. ...I.,--,-,- . \ __ . ..'' I FOUR WOOD STAKES ,.,. .. .- . --,*'. :-`-:;:,-,-., ; ..... *.I*.. ." � ,. . . .. . .- .1 . . , . . . , . - �:: " . . , . . .- . . � "... . (D # - a SAU E.R . 30 MIN. M NOTQHW FOR WIRE .., :.. . .. . . . . .... . . . :.;.-.-. . . , ; I. � - , - � -, I,"....''., .., � ... . . .. -, ... .. - '. ,.,.. . . ...:..�- , %. . a y 0 STR NDS OF #12 I . . -0 E dA LV A AN WIRE I , . :', , ,,� .. , . .. " , ., a . I.- ... 11. %. � " 1� ., . ... _. .. . .::--4 :... .. . . .. 4, I (O � I ASPHALT % I .. ; . . ITME WRAP . . .-P . - �1* . `... , " ,,.- , . % , I.: . . I., �.,. �..., .. _ � — (D PAVEMENT 3" OVERLAP . , � -1 - - , Z. I .,--. --- X`_� -.1.1 -.11 ; 7 " �-, , " I I * , "�... -, �.� .� .. .X. , , , , * , , � , .. . _ ... - ... - .. ...''. " `_ � �, . �., - ,.,, , -, , � ". . ... . . . _!_ 'r . ..., ..... I t-� �...,_. .''I. . . . . -, .. -, - - - ,� '. ,�,'. _. .�, .., - - -- k - L -, '. .. f o I . - � 3' MULCH LAYER . _.. . , � . . . . ... - i. - - , , , ... - .... - ..., '--,. j -�-�'.,�,;"'. � , �.. ... � .: , ".. " . . .-I'- * . �.." A .1 ... ..- .!��. . , . ,,, . . � , v,�� . _ . .. ": ." , . _ _ . '. . : .., -,. ,,�-,, . . �'... . . �..10 �,O-. " - .%!�.,. . . (D I , .rrr= - � : �f I I I � I 11 . : .. I � : Tl_�_ � I PREPARED PLANTING �$QIL WNL ,%L I �_ 1�' I I - WITH TAMPED BED 1. REMOVE PLANT FROM CONTAINER 8 & 8 MATERIAL PEEI, SACK -, - -111 -111 I t� 'IIF- 1 I I '= I- - � 11 SEMNG OR WITH I DURLAP AND REMOVE WIRF� FROM ROOTBALL AFTER Y4. BURIED IN PIT. .... TV =�yy I- = _L ;,)� � -111 I T f; It __ 1. 717, - 1'�, R 'SOIL SVARATOR . , , z PLAN! CROW14 AT I* ABOVE FINISH ORAO.t . . 3. MVLCH-3.* DVTH� . . I I 'Ll . - I i$ III, ._.; �. , , �._ , . ; - ��' — - �, - -,,— .41t, -.;'� . 'ki; ;,,,� " .,t , PA'.- 014 4 '. ., - � . I CRUSHED STONE OR . 4t PSE BACK SLOPE ON UPHILL �IIDE. MERE APPLIQABLE, IN t�� _� - �%�, .. - � I I,=- I I 1-1 I I 11.111 - COARSE SAND I 6, MIN. 5. , HIGH WATtR140 RING EXCEPT AT OF IRRIGATED AREAS OR IN PLANTSEDS. �.. . -IIZ- � : -9,111 r, �7- , " t I . . . . . . . . �jl . , T . , � S. SCARIFY SIDES OF ROLE'$ PRIOR 10- 01t�kd. I . . . : I �q I . SET CROWN OF . . 7. "I.11NO �OIL I . . I . � . V_ 9ALL 1* ABOVE , , 8, rOOT TAMPO CQMPACTED BACKFU . , TO PREVENT SETTU O. VNPERBALL .1 � N . I., . . � I � SURROUNDNO � I .. . .1 9. UNDISTiOPEO/10101**6 - OL I . I .. I . . I ORADE. Won '.. , 14ING .. . . . NO SCALE . . . GE 418 . NO SCALE --- CE-411 . I . .. . . SHRV2 ;. . .; ., I . . . ;* P!:6gNG1110,1__ .. 1: I . . .. I �� . . . . . . . . - . . 1. .� .. :. . : I I.. . .- � ;1. . . ME P,LANTING - - . - � I �:O`� .1-11 0 , 4 - - - I 07N, 1�1� � ,�P_ 1) I C� � - -_ SCOTT � R. COLLINSZ Lic. No. 035791 I 1; I - � q(lel It 9 I 1_q� �,% 'W'�* 1 CONAL - 0'_'�;V M (n V) z z 0 ::j _j u) 0 P-1 > u 0: 79-1 - 0 V) X �2 0 -1 z �) U) C: 0 Q u u 0 C . Q) z 0 � Ic �: t� z _j �: z =) 2 z :3 �_ z LLI U) (n U) �2 k__1 %.O z P z k.j X u �: u — 0- X Q) LT_ Q) — -, < ... < Lu 0 z _j 2: uj W < — M , Wj 1-- �_4 _j co _j z 6-4 :3 0 9 Ak � * = Vj C2 Mu M Ce Ljj 0 �_ M u CL LLI o .S __I�c 11 > U) X: V) a I (1) LLI " all, En > " 6'J Lu u) C &W LLI c- Lu W .2 u ij c . (n uj C U) 0 > () Lu C� � 0 '1� 0 C 0 Cn I I I I I I I I I C: 1-0 oo C: , :11 !;� �� �� __ :;�� CD u � � L N r4 �� :3 0 �;i �i �ar �� - 'W i C: 0 u I I I I I I I I -0 -0 0 .� - T--i � 0 C: 4* .- _a L9 z ?_ .6 :3 0 6 P___1 .C: L7 z (f) ? P__1 Q) 0 0) > a T_ _r_ U-i �, I-%. - Id Q) M LIL W 0 . CL L_ M Li- D lt 0") Q_ -11 C " 0 0 W"t � M C)e 12 q1t 'V 43) W . 1 :3 Q) W N - r 0 0 C WO C1*4 I Z =V C N < (0 z I _j 'Q C Owl"%% M . � * 4:; - qqj- 0 Q_ W M Z -�-: _j C:) - " 0 L9 _j CD ,L A_- ..--, C:) < 11 co u .0 uj I U41 , W z [_ r,*.% () 0 :3 z -0 F- r-1 0 0 CD Q) � _j < LL W IN _j Q) C� I -0 < CL u_j -- C X 0 �_ >1 0 - ANFAlk 0 in M AV-'% - E III III ul _0 C u I I %'..� 0 0 �e z ulC� Ld Ljj Ld �_ z z z () z 5) 0 LLI V) � (n 2: z _j __j �_: 2: 0 u j ui 0 — 0 — �, _� rt u � cu C) F_ 0- I mi (n Z Q_ Q > 0 '(1) -6 uj V) X Q) 0 W Q�_ Q) 0� Lu _r_ E < 2: ui a (O u (9 I- � C �_ b L-U ` Q) 0 W t C- 0 " I Lu Q C\1 fov-1 X 0 U) -0 JOB NO. _0 Q) _� 172133 -2u 0 (n (n SCALE I a -0 1 it a =30' 1 c: Application for Letter of Revision ,etter of Revision = $108 Final Site Plan Name and Number: SDP2017-00034 Contact (who should we contact about this project) Jo Higgins/Project Development LLC Street Address 2564 Mt Torrey Rd City Lyndhurst State Va Zip Code 22952 Phone Number 434 - 326 - 0334 Email musxit@aol.com Owner of Record Sheeflee,LLC Street Address 1730 Sage Lane City Phone Number Applicant Property Owner Street Address same as above Phone Number SUBMITTAL REQUIREMENTS: va 10 The appropriate fee. 10 The site plan number that the change applies to, ® A request letter describing the proposed changes from the owner or authorized agent, 10 4 copies of the plan that shows the proposed changes. 24060 NOW Changes must he shown on the sheet or sheets from the approved final site plan, or on an I I "X 17" copy of that portion of the approved final site plan. Owner/Applicant Must Read and Sign l hereby certify that the information provided on this application and accompanying information is accurate, true and correct to the best of my knowlend belief. Signature of Owne 4ent Print Name Daytime phone number of Signatory FOR OFFICE IISENLY # tA�LOR QIJ �t/- I` Fee Amount $_O_ ,' Date Paid J�By who'?s u+LLU Receipt # L��1C'A# U✓) By: County of Albemarle Department of Community Development 401 McIntire Road Charlottesville, VA 22902 Voice: (434) 296-5832 Fax: (434) 972-4126 REVISED 11/02/2015 Page I of I PR_/ECT DEVELOPMENT LIMITtO LC March 27, 2018 ATTACHMENT TO APPLICAION FOR LETTER OF REVISION FOR EMERSON COMMONS SITE PLAN 2017 - 00034 (Numbers 1 - 7 below coordinate with attached sheet) 1. Revised Teaberry Lane horizontal alignment and adjust 3 parking spaces to preserve 2 mature ornamental trees (1 each side) and 3 trees along edge of house. 2. Revised Horizontal alignment of Parking Lot "A" to preserve 3 mature ornamental trees. 3. Revised horizontal alignment to pedestrian access to preserve 1 mature ornamental and other existing vegetation at front of house. 4. Designated (1) parking space for postman as required by USPS for single mail delivery location. 5. Added (1) parking space to replace the postman space. (162 sf impervious increase offset by 1,284 sf reduction with revised bldg. footprints below) 6. Revised building footprint Bldgs #3, 8, #9 (minor changes) A. Building #3 - revised footprint as shown to be 454" x 30 ' /porch same Old area of footprint 1995 sf. New area of footprint 1360 sf The impervious area is reduced by 635 sf B. Building #8 - revised footprint as shown to be 45'4" x 30 '/porch same Old area of footprint 1995 sf. New area of footprint 1360sf The impervious area is reduced by 635 sf C. Building # 9 - revised footprint as shown to be 52' x 30V porch 8' x 37'. Old area of footprint 1566sf. New area of footprint 1560/Porch decrease 1 ft x 8ft=8sf The impervious area is reduced by 14sf The overall reduction of impervious area is 1,284 sf AFFORDABLE UNIT DESIGNATION: SUBSTITUTE 13A IN LIEU OF 2C. It is the developer's decision which units are designated. Four (4) are designated. One (1) affordable unit is moved from Bldg #2 to Bldg #13. 8. BUILDING #12 -BASEMENT IS ADDED. Note has been changed to indicate abasement in lieu of crawlspace. No change to grading as this will not be a full walk out basement. 9. REVISED PATHWAY DETAIL - Sheet C3-03 Previously, Minor Site Plan Amendment (already approved) changed the on -site travelways to Macadam. This is to change the on -site 5 ft pedestrian pathway system to macadam to match. (The 8ft wide path along Parkview remains as asphalt). This was discussed with staff when the site plan amendment was proposed and it was acceptable to have macadam pathway on -site but not along Parkview. 10. LANDSCAPING - MINOR ADJUSTMENTS - 3 species to be replaced by alternates. i. Carpinus caroliniana replaces Carpinus betulus. Reason for change: due to availability ii. Calycanthus floridus replaces Corpus stolonifera. Reason for change: due to deer pressure 2564 Mt Torrey Rd, Lyndhurst, Virginia 22952 434 - 326- 0334 musxit@aol.com Page 1 PR,-jECT DEVELOPMENT LIMIThil LC iii. Juniperus'Grey Owl' and Juniperus 'Pfitz compacta' replace Ilex glabra 'Shamrock'. Reason for change: The juniper replacement for the inkberry holly (Ilex glabra) is for general vigor. The Ilex glaba often struggles and fails to meet its full potential as a plant. The Juniper is more vigorous. 11. GUARDRAIL - Parkview Avenue — In lieu of "timber backed guardrail" as noted on Sheet C3 — 01, VDOT approved cor-ten rustic steel guardrail will be installed. Steel guardrail has a longer useful life. Road maintenance is private. This will reduce long term maintenance costs with meet VDOT standards. The rust style brown appearance is typically used in recreational parks to coordinate with natural setting versus shiny silver. If there are any questions or discussion is needed, please advise. ATTACHMENT: 1 — Site Layout & Dimensional Plan Sheet dated 3/22/18 2 - Partial Copy Sheet C3-03 (pertains to Item 9 above) 2564 Mt Torrey Rd, Lyndhurst, Virginia 22952 434 - 326- 0334 musxit@aol.com Page 2 N 0 T 0 v X D v n /X m 1 0 Z q --11 mmn qQm Dn� M0r- 1 z { Cin :-1 co X0 X00C mzm0 zin mm ux�=T 1rm= _�cn zz -I, zm m-4 -W� Tr �iW (Doz''°m mp0ci -� zz�M Z -� n n �0 z G) ro ld v 0 m�G) f m m vo� =C: M a My a; mr' 0 vm Irl Z I -T- w a X � Z A � rnO aq m N m M D -z-1 A < m z m v G1 T � i -0 510 - 1 �► F> a < C a m —n n v O z—T- O m ag 't D fir➢-1� 0-1 m m ---<00 1 Z9 v g z =�tznz v vc00 m �RD O N S 2 momm 7Cb J� a 'i ci ct 1 M 3ozz z� M20 20 m r 0a� v� o T mTC zZ ADtn tm-m O = Zzn v Oa m ma m 3 D m 9 m 4 SSN V 0 yAm T 0 mmn mD pD3 O'D # W n cm m i W M 0 1 z CD 00 Gz) c> v' m 8> (A� � M �; m ' M W vi m m„Inp r fn CmCmc) 8�g 0p0 m 012 b0 �M D°r° z �mA Ov -im ,'��-� yaro mma D Wma �.I K01 �COLLINS ENGINEEPIN 111 �� 200 GARRETT STREET, SUITE K - CHARLOTTESVILLE, VA 22902 - 434.293.3719 PROJECT 'i p EMERSON COMMONS MINOR SITE PLAN AMENDMENT w� u F- �a O Z W m W Q o Q W SHEET TITLE SITE DETAILS DATE 5/15/17 6/4/17 10/Z/17 These plans and associated documents are the exclusive property of COLLINS ENGINEERING and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, I / GRAPHIC SCALE RR R m x o nTT R ��i nr..z (,R31> 1 inch 30 ft to Ir / TYPE IV Q Z/ - UMi6TYPE V \ LIMITS OFTREE \ O TNTENITA 38R's UNITA\ CLEARING (TVP.) O - UNITA 3BR's g 3BR'S 14+00 k PT:14+07.7123-80 x 14+63 �a= N c13+99.e6 O,p- i UNITA A. A W TYPE( UNITC RE I ® s • N V. UNITS \ ` TYPE II \ v C UNITA 0° - F 3BRs POSEDHOLlARO YPEI S / (REMOVABLE FOR aBR's \ TYPE II FIR ryRESCUE ACCESS) '6 \' UNITS SEGMENTED 3BRs \ \ O ^T .� RETAINING WALL Y K MA%HT=3a 1 TYPE 0+35 C \ UNITA \ �° (Al 3BR's TYPE II \ O° G A UNITA v 78as + BRS 0 1 P1a+74-9q.8- I \ oQ Z - PT:ss+56.77 \ 10+00 , UNITA \ \ `?S\ O O �ROPOSEDMPSh 9!� 3BR's BG UTER PAD 1 I\ ,..� �iD �� \� /(O�N\O m LU t 00 TYPEN v�. A SF m 01 SEE SHEET C3o3 - �,, FORWMPSTER LL O _ DETAIL, IYP n� 9 - 12i00 3BR'z PROPOSED 5;i I Y / TYPEN WMPSTER � s 10+0 e! UNIT B ll \ V W Z PC: 32+ 9 ] PT: 12+29 ! _+— — • + 4+83 ace 38R's *� \ 111 ' Q PPR RC'12+075 h 1 140R PARKING # «� LIMRSOETREE Y.1 PAD J = LOT A 1 \\ CLEARING RYP.) N L J o+oo PRC: 11+54.17 - CV } ROPOBED BOLU3BR's RDSUNITA N E Z (REMOVABLEFOR Q ^ PRC: 11+75I 43 M1Q" FIREIRESCUEACCESS) TYPEN `\ \ ' Ln PRC: 11+41.71 / , �) '� e! UNIT ran Z aG 3BR's J CW + PT'J/S+1Oi 0 O " PRC11+23'S1 Cv /+2 �.... W 2 1 RC: 33+06.5 PROPOSED BOLLARDS 10 i0 �� 33+00 ttPE 111 700 - UNITA YPE 111 \ r-1 PCC: 11+58.6 J (REMOVABLEFOR • 1'5M1? • 1 O 8 36R's UNRB Q `- _ FIRE(RESCUE ACCESS) 1 (.._ slac \ 2 o _ 8Rs W ui CC:11+g.08 i >� 1 B(as ` Y W ^ UNITA W U) F PRC: 31+1255 r UNITEC * 3BR'S I— Z r SEGMENTED R BR's TYPE I SLOG s� W PC. 26+97.72 RETAINING WALL -� RB TYPE RJq 31+00 MA%HT=3P' s / : aBR's UNITATYPE 3HR4 UNITB (W O NY5 o+8s.66 ) P7.3+k9 53.. }% �-+ _ ' - UN LOR 91 ITEM 8 - 3BWS U \-PC: 10+31.68 �i < . _ / BASEMENT ` o O o PRC: So+50.06 / / W - PI: :2+01..50o REVISED TEABERRY LANE HORIZONTAL ALIGNMENT & ADJACENT PARKING TO PRESERVE EXISTING VEGETATIONit CC 2+00 110 R ® REVISED HORIZONTAL ALIGNMENT OF PARKING LOT W TO PRESERVE EXISTING VEGETATION u Q a � 4 REVISED HORIZONTAL ALIGNMENT OF PEDESTRIAN ACCESS'D' TO PRESERVE EXISTING VEGETATIONDZG /� PRC: 2+86.8o- pC` 1.�. DESIGNATED(i) PARKING SPACE IN PARKING LOT W RESERVED FOR POSTMAN I72733 ADDED (a) PARKING SPACE IN PARKING LOT'A' TO ACCOMMODATE POSTMAN PARKING SPACE - A� REVISED BUILDING FOOTPRINT FOR BUILDINGS 18, & g 1 30 /�00 SAP / / � / / � ® MOVED LOCATION OF (a) AFFORDABLE HOUSING UNIT FROM BUILDING 2 TO BUILDING 23 1 Of 1 "