Loading...
HomeMy WebLinkAboutSDP200600042 Plan - Submittal (First) Preliminary Site Plan 2006-04-24A /fA RL " E COUN p"" rY V 14 G " IN " [A.wL.wB.wEl\... w w ) llwR w .i "'11D IA DISTID IC I T hY JLX xx ABBREVIATIONS -ILIXIIVANNA MAkfff AC ACRE PE POLYETHYLENE ADU AFFORDABLE DWELLING UNIT PROP PROPOSED BC BACK OF CURB RCP REINFORCED CONCRETE (PIPESDIJED 2006r .. BF BASEMENT FLOOR REQ'D REQUIRED T� A A: BM BENCH MARK RT RIGHT C/C CENTER TO CENTER R/W RIGHT OF WAY C G CURB AND GUTTER R -O -W RIGHT OF WAY CIP CAST IRON PIPE SFA SINGLE FAMILY ATTACHED)DE=VELOPER APPLICANT: SOUTHERN DEVELOPMENT CENTER LINE SMH SEWER MANHOLE APJJL. lxlxll 2z a 2006 CMP CORRUGATED METAL PIPE SS SANITARY SEWER 170 SOUTH PANTOPS DRIVE CHARLOTTESVILLE, VA 22911 CO CLEAN OUT ST STORM ATTN: CHARLES ARMSTRONG CONC CONCRETE STA STATION (434)245-0894 CY CUBIC YARDS STD STANDARD DIA DIAMETER S/W SIDEWALK OWNER: NORTH PANTOPS, L.L.C. DU DWELLING UNIT TBA TO BE ABANDONED EL ELEVATION TBR TO BE REMOVED k 1 . ° ''• L ?CH RIVERBVIL DRIVE ``�- (434)979-8181 IE VA 22911 ELEC ELECTRIC TC TOP OF CURB :; 4 • - •, �}� ``}" Aa-� EX EXISTING TYP TYPICAL= j _ ENGINEER: WW ASSOCIATES, INC EXISTING UG UNDERGROUND` 1402 GREENBRIER PLACE EXIST CHARLOTTESVILLE VA 22901 FF FIRST FLOOR UON UNLESS OTHERWISE NOTED FH FIRE HYDRANT / WL WATERLINE , t ;� 171, �,. ATTN: DAVID M. JENSEN P.E. (4 4} GF GARAGE FLOOR W M WATER METER 1j .. G a. s ,„ 3 984-2700 r$x' r'�".. � ".` GSF GROSS SQUARE FEET WO WALK OUTy "�P , , ! • t - k + Y, SOURCE OF BOUNDARY: RIVANNA ENGINEERING AND SURVEYING PLC HB HILL BACKER , :� zQ3a ,r I�w WW WOVEN WIRE HC HANDICAP Tom, �P,4 '� `' "F f, .. SOURCE OF TOPOGRAPHY: LOUISA AERIAL SURVEY INV INVERT YDS YARDS �.�--mw. .. 6"V 6" VALVE r �,,.. �, a IPS IRON PIN SET - ?, ^ 78 1 VERTICAL DATUM: NAVD 88 (MONUMENT #HW0496 AND EXISTING MH) {PF IRON PIN FOUND SWM STORMWATER MANAGEMENT R�, _._{,.c SD STORM DRAIN r f 'rTM= '�� q "s r;�_ ; �COUNTY, STATE: ALBEMARLE COUNTY, VA LF LINEAR FEET,�}s MACISTERIA�l' DISTRICT: RIVANNA LT LEFT c a fi MH MANHOLE r��l r� t �� t � ,*.. 7 C �� r TAX MAi-�' REFERENCE: RESIDUE TMP 78-12 r is• p,a ti' s.. iti it v � NTS NOT TO SCALE �.!�... t _ SONE: R-6; CLUSTER DESIGNATION IS BEING REQUESTED x , , } O.C. ON CENTER - + E;-,ISTf N(` "YSE: VACANT S" PROPO:� EU USE: TOTAL SITE AREA = 57.88 ACRES LE `ND _� . t ,£ • - �� , S� bt a, a` AREA DEDICATED TO PUBLIC ROADS = 3.16 ACRES ,�_,�, k' �t �,�- '. n� PHASE I SITE AREA = 28.92 ACRES PHASE I UNIT COUNT = 210 (TOWNHOMES) P•S?L r l PHASE I DENSITY = 3.63 UNITS ACRE DESCRIPTION DESCRIPTION s n 1Y PHASE 11 SITE AREA = 25. ACRES CONTOUR (INTERVAL AS -'` .%�-• x << a t = 129 (TOWNHOMES) - - - - 500- - - - SINGLE WATER METER +NG f£[ II UNIT COUNT INDICATED ON SITE PLAN) PHASE 11 DENSITY = 5 U (ACRE PAVILIONS I & II SITE DENSITY = 5.85 UNITS ACRE 499.50 SPOT ELEVATION DOUBLE WATER METER SETTING �� ATE ATE`._ S_2orfi a uu. w. PHASE II AREA OF LOTS = 8.64 ACRES (33.49'%) } i FN ANT PHASE II AREA OF ROADS (PRIVATE) = 2.31 ACRES �� PHASE II IMPERVIOUS AREA = 7.72 ACRES (29.92%) WOOD LINE ,� FIRE HYDRANT _�.,.„ ti �"'�. :dF �.�.�- ,, ,x _ r PHASE it AREA OF OPEN SPACE =14.85 ACRES (57.56%) — — — CENTER/EDGE OF STREAM l%,, WATER VALVE VICINITY MAP NOTE: PHA(SDPE I PLAN IS 005-001 7 OSED UNDER A AND SDP 2006-00043)EPARATE FENCE saN EX{STING SAN. SEWER MANHOLE SITE PLAN } N.T.S. YARD REQUIREMENTS: FRONT = 25' EDGE OF PAVEMENT ST STORM SEWER MANHOLE *SIDE = 10 REAR = 20' — — PROPERTY LINE DROP INLET *NOTE: THE SIDE SETBACK REDUCTION TO 10' IS ALLOWED AS THE SITE IS LOT LINE SANITARY CLEAN OUTIN COMPLIANCE WITH SECTION 4.11.3 OF THE ALBEMARLE COUNTY CODE. IMAXIMUMNDEX l�"'T BUILDING HEIGHT: 35' OHE OVERHEAD ELECTRIC LINE LIGHT POLE WATERSHED RESOURCE AREA: COMMUNITY DEVLOPMENT AREA --OHT OVERHEAD TELEPHONE LINE ) -D TELEPHONE POLE WITH GUY WIRE & ANCHOR RESERVOIR WATERSHED: NONE 8 I smi SANITARY SEWER O POWER POLE DRAWING NO. SHEET NO, TITLE WATER SUPPLY PROTECTION AREA: NONE ESTIMATED TRAFFIC GENERATION: 774 ADT STORM SEWER TREE CS -1 1 OF 14 COVER SHEET 8 "W WATER LINE SHRUB C-1 2 OF 14 OVERALL AND PHASING PLAN PARKING TABULATION C-2 3 OF 14 EXISTING CONDITIONS & DEMOLOTION PLAN PARKING REQUIRED: RESIDENT PARKING ---- UGE---- UNDERGROUND ELECTRICAL LINE @IPF IRON PIN FOUND 2 SPACES/UNIT (129 X 2) 258 SPACES C-3 4 OF 14 SITE LAYOUT, GRADING & UTILITY PLAN GUEST PARKING ---- UGT---- UNDERGROUND TELEPHONE LINE (DIPS IRON PIN SET 1 SPACE/4 UNITS 129/4) 32 SPACES C-4 5 OF 14 SITE LAYOUT, GRADING & UTILITY PLAN SPACES REQUIRED (258+32) 290 SPACES ----GAS---- GAS LINE BENCHMARK C-5 6 OF 14 SITE LAYOUT, GRADING & UTILITY PLAN PARKING PROVIDED: SURFACE LOT SPACES 39 SURFACE DRIVEWAY SPACES 129 ABANDONED OR DEMOLISH END BLOW -OFF GARAGE SPACES 129 C-6 7 OF 14 SITE LAYOUT, GRADING & UTILITY PLAN TOTAL SPACES PROVIDED 297 Q STONE AIR RELEASE VALVE ARV C-7 8 OF 1)- SITE LAYOUT, GRADING & UTILITY PLAN NOTES: CONCRETE T THRUST BLOCK C-8 9 OF 1/- SITE LAYOUT, GRADING & UTILITY PLAN 1. STORMWATER MANAGEMENT QUANTITY AND QUALITY CONTROLS FOR THE ENTIRE SITE IS NEW ASPHALT PAVEMENT 10 LIGHT FIXTURE PROVIDED IN EXISTING STORMWATER MANAGEMENT FACILITIES 1, 2 & 3 FOR LUXOR & C-9 10 OF 14 SITE LAYOUT, GRADING & UTILITY PLAN NORTH PANTOPS COMMERCIAL. STD. CG -12 2. ALL STREETS CONSTRUCTED WITH THIS PLAN ARE TO BE PRIVATELY OWNED AND ---------------- EASEMENT C-10 11 OF 14 SITE LAYOUT, GRADING & UTILITY PLAN MAINTAINED. A TWENTY—SIX FOOT WIDE ACCESS EASEMENT IS TO BE PROVIDED FOR ALL PRIVATELY OWNED AND MAINTAINED STREETS. PARKING SPACE COUNT NOTES: C-11 12 OF 14 LANDSCAPE PLAN 3. EACH UNIT WILL BE EQUIPPED WITH EITHER A FREE—STANDING LIGHTING FIXTURE OR A WALL MOUNTED FIXTURE WITH LESS THAN 3000 LUMEN. 1. THE SIZE OF SYMBOLS MAY VARY FROM THOSE SHOWN. C-12 13 OF 14 LANDSCAPE PLAN 4. SOLID WASTE WILL BE COLLECTED IN INDIVIDUAL UNIT CONTAINERS AND PICKED UP HANDICAP ACCESSIBLE BY PRIVATE SERVICE. 2. ALL ABBREVIATIONS AND SYMBOLS SHOWN MAY NOT BE USED. C-13 14 OF 14 GENERAL NOTES, DETAILS & TYPICAL SECTIONS 5. EASEMENTS WILL BE EXTENDED FROM THE 26' ACCESS EASEMENT AROUND ALL SIDEWALK, PARKING AND TURNAROUND ENCROACHMENTS INTO RESIDENTIAL LOTS. I ADDRESS COUNTY COMMENTS. NDG 05/30106 DESIGNED BY: PROJECT: PAVILIONS AT PANTOPS PHASE II REVISION NUMBER: 2 SITE DATA REVISED / DELETED 8 UNITS NDG 081/4106 p� ENGINEERS DMS PRELIMINARY SITE PLAN 3 3 ADDRESS COUNTY COMMENTS DATED AUGUST 3/,2006. NDG 09118/06 p Vim' \ ® SURVEYORS DRAWN BY: ALBEMARLE COUNTY VA DRAWING NUMBER: AVID M. JENSEN PLANNERS NDG TITLE: N0. 11484 REVIEWED BY: COV E! 1 � SHEE ! CS-/ .ASSOCIATES DMJ - c SHEET NUMBER: C U 10 147KHRidgeRoad 1442Cownbrierpiace DISCIPLINE: SCALE: DATE: Lynchbwg,Va24502 Cbwlottesville,VA22901 WA NUMBER: FILE NAME N0• BY AT�sIONAL EAG Phone: 434.582.6175 Phone: 434.984.2700 5/24CSOI.d n CIVIL AS SHOWN 04/24/06 , OF 14 REVISION D E IVO. REVISION BY DATE www.wwassociates.net 205/43.00 g FILE: WACGdd\205I43\5143CS0/.dgn W TRIP. 78E -OF F�TIONN ASSOCIATION,\ CRITICAL SLOPES LEGEND ' ZONE: R4 � \ Area NW1 = USE: OPEN SPACE TMP. 78E -OG /-' �� � i51` Color Range Beg. �. Range Qnd 188128 SF SF FONTANA LAND TRUST \ \ \ ' _ ss9•t - - --- ZONE: RrS / m 35.00 100.00 158633 SF M / ' USE: OPEN SPACE se9•t • - j `, ^ - / / TMP. 78E-34 T P 78E-35 \ \ / - - to _'%'8*E\� ArfdaDf'. LIANA M. TMP. W Z3- - f / P.,7CULLINAN _.,,_-- - I .,,t7k•- \ \ `� \ `�'` \ _ \\ 1 TMP. 78E-28 ' --r_ __ -''l J / `\✓` ZONE: Rs �- \ CRITICAL SLOPES TABULATION USE: RESIDE /AL �. / 1 TYP. 78E-29 P 78E-36 ` PAVILIONS PHASE II SITE AREA: 25.80 AC ` lJ - -- \ `` TYP. 78E-33 /TILMAN. WILLIAM \ ONSITE CRITICAL SLOPES 7.96 AC 40 pub1c u C75 � , \ =`\ -� =—� _ _ � r- � � � \ \ ` \ \ 1 TYP. 78E-30 I � KEMWAN. KEVIN J. \ ` �_ \� � TURNER JR. OR _ 4.38"E 219.41 Cgg �W \ �' \`Si+A — , -- \ ��s M� > \ 5 \\ i .\: ` - 1, TYP. 78E-31 OR M• L . - _ - ' \` .i/,gRG/ygET ARIFNE OF SITE IN CRITICAL SLOPES 30.85% W2 \ E o \ \ C 1 < \\ \ I1 e - / \ \ \ 'PRICE; !BONN/E J. TMP. 78E 32 \ \\ > \ I\ \ ):� \ ZONE( R6 t ZONES R4 „7 'OR UJC?" DENISE, RAYMON(� L0(l/S R� USE: RESIDENTIAL -� �� �RESILaE_yTIAL" NATURAL CRITICAL SLOPES 2.70 AC , _ _ r' \ t _ ZONE, R4 fi c ` �_ ♦ , ! g e �^ - r, \\ ' OR STEPHANIE P. , \ �> , , MAN—MADE CRITICAL SLOPES 5.26 AC _ - _ _ r % , \ USE: RE.S/DENTIAL - / \ s azo , , ./ 1 \\ \� ZUNE: R4 :+ s ! + \ \` TMP. 78E-37 \ USE: RESIDENTIAL l - +,�,tA, / _4 '{ l/ I\, \ \ I�HITING DAVID R. _ -— _ �� ` \ CRITICAL SLOPES DISTURBED ','�: ' OR HEATHER K. \ \, o _ — - .., / _ �' <- , �r , , CONSTRUCTING PAVILIONS PHASE II 4.97 AC ' ONES R6 I 11 I( IAL /,` ;, % OF CRITICAL SLOPES TO BE DISTURBED 62.44% _4 `� 1.61•- I / / / / / / ♦ J f 14 J / / ro TMP. 784iD8 1964-184 \\ .; a — — ".•, \ iT \ t / r . /' / / � '/'� % / / / I/ \ \' ' �' / ♦ — DB /965-37 \ \ , I I %✓ / / / / / / / I / / ° \ \ ,\ •. n +r i t r ! I I'/ / I I J' °'! I / / '' I' , ZONE: HC EC \ \ EX. SWM I / r C \ t ! I / / USE: HOTEL f % \ FACILITY ; ,I r! I „/ ' ! / r I ! , I r , r / , 1 / I / / / ' \ +AII€S J. +� - t� // USE: \� Off J_AC°QUELYN C TMP. 7842 2 i� ! , x� \ t I I II !! ! /' ! ! I ! / I ! / \ /. ZONE( Rg = hts TMP. 78E-37 \ \_ NORTH PANTOPS 1 r ! ! ! / ! ! ! / / gyp• �7 MP. 7�8E 39 OR HEATHER K. I AALR7' WHR7N� DAVID R.,, �\ - TOWNHOUSES LIC / / ; ' �/ j "I ' I ° + v t ` r ' ' '' - INIAN PATR/C1A ZQNEs R4 I TOP. 78A 4 OHi \ j \ _ - ZONES R6 fi ./ /1 I i I S! E�TlMfi� 78x1 ! - OR SALLY ,STRZEP K \ _ (28.38• `'„"_-- `��VACANT'.a' f t ! a ,! /I II / \ g, i / / I I +T N SES ! USE: RES/DENT/ ASNCROFT NEIGHBORHOOD USE: H PANTOPS ! , ZONES R4 1 SDP 800'a 0011fT Y I i I I , , ! , / / �Y ' & RESIDENT/AL ASSOC1ATKiN TNG \ _ \ SDP ffi06.000!9i �o s. I + J Y _ F \ ZONE: PRD tlLj�l 'ru -' i VACk� II / v i j,,� h - TMP: 78E-90 USE: OPEN SPACE j4 /I Y r �FOREBAY (i ` t t , I , + Jq;PATTERSON. HARRELLL OR GINA 0.IZONES R4 \ USE: RESIDENTIAL/ \ \\ \\ 19'20 s \ \ \ \, 1 1 t \ \Ir` 1 1 1 1 f I I / / / / ' S\ ./ ♦ �\ TMP: 78-10 \ � \ \ \ \ 43 � � \\ \\ \ � 1 J 1 \' \ ./\ '� � , t \ \ ,{ q.. , \ I / , \ ✓ /' TMP. 78A 4.82 ` \ a + \ I r �< RiCK TOM OR WHITE HOUSE � \\ \ \ � ` `` `\ \ i 1' + �. � � \ \ � r ' ' / ` � �` � � � HER MOTEL LLC T KIMBERLY WILKENS TMP. 78A 4-83 /a I\ \ \ r r , , ZONE: PROZONES HC \USEVACANT TMP 78-12 USE: RES/DENT IAL NORTH PANTOPS � / \ /- _ \ , \ TOWNhWSES LLC / ZONEt R6 Il \ \ \ USE: VACANT \ \ \ \ m SDP Gln eI ! ` < TMP. 78A 4.84 SDP 2006-OOD43 A% DB 867-335 ice\ /\.nn✓�^ � � \ \ r `\ 'hi\ e`, \ � \� ` \ \ / ' 'i)�• y� /i �s . 3 } , � � \\ \ ' \ \ � <Y. { \ \ t 1 I � � /' �,' ' / ♦ �I' \ I � /� _ - ./ / - w � • _ _ - , •\{ \ ��> ,� + , �`�-� / I `h TMP. 78A 4.81 \x \ \ \ \ \ \` '�, l\ \ , \) \ . �� f t J r \ I ' r d j ♦1 { I \� WILLARA FREDERICK B. , << \ , w \ ` ^ - ' / /X , \ ,�y \ \ { 1 \ \ \ `\ y4 } ' + , 1 I / `i ! 1 ! \ l \\` ZONE: PRD \ - r I \ \ ` / �% y v \ \ \ f ° r r ' \ \ t US& RESIDENTIAL q C7 7h \ \ \\ 1' I ! 1 \ 1 ( ,' ,' \ \�. �irr�/ ♦. /% t \ \\' \)' . 1 1 € €rl 1 1 `\\ \ ` \ /' \�\\ \ �\\` `;yOEM ` �^•� i '/' \ { I y - - - i /:;i/ f� w \ \ \ �y 1 1 \ „ �: \�. \ \ ` i \ ` \ t\ - 0 NO ,// f '\ -�" f - - t a°- 5STALL -N� �� �` \ `, ♦�� i`(� 1 \� 9.92 - q \ EB p SWM s µNT �_ ,\ � t'd i °\ TYP. 78A 4.80 1 I s FACILITY ,x ti <� -_ _� \ POOLE. HARDY a «\ I 1 � � i \ OR VJCK1E Y. TMP. T842A � \ - - :,. � � � �� 3 t � Y : �� \ �.� , � y`�`e=��,� � �' ��l \I } 1 `. � ` I\ � ' Z(1NEt PRD YONTESSORJ - \ \ } 1 I \ USEt RESIDENTIAL ` n COMMUNITY SCHOOL % \ \ \ _ b \ `. ' }e `\ \ • \ 1 e l,' \ 1 ♦ ` i f , DB 2M-364 i+r, , „ r \ F'. // i` ` ' / ' l .. 'I / + 11 1 �( 4 }I \/ y\} 1 .--� ~•i � .' % / , = k _'���:"` �,,� `�, e -fi.2" � r` �:'`.� r', r / l \ .. \ _ '•-,.r„ �� \�'\ \ i t l I �.� �. 1 `�• 1 t'/� ' �,`` ' DB 2480-343 �' ---'� ;� ` '� /r ` R5 ° ( :§ ` t t ' I`�\ \ A ti \ \`� ' r- , \ s y�. ' � ;� �r` �,..�,,.. �.. -xS��' \ / , / \ \ rJyi\;y\c, I } ZONES CO 115Es OFFICE ,/ l 31 . q , vxi.„ � + ,�( / ♦r r _- (� �� I SII � /�: ' ' \ / / t \ \dr \ � / h�s r 3. � + ��j �'' "` \ \ �. F,\\�\� l \\ i �I` t t s' i1 \'� i Lt 1 , / / - / / b Y -,,"uta 4"`'ati . _�9 \ � ♦ \ 1 i \ HE1.3� < r r r \� / / / , 9 r ) \ is 20' water i\ \ seewt \ _ S D8 2941-186 rr rr Q iR� FIr / / /-�F•� _ r ;) s \ ` f / /i' ` t ` aaa l� r I:.OK 1 LTJ, 36.74,- \ 1 f L -NF_ ! /a '_ .,.. \ � VOOT MON ,gyp '01 N47.36'15"E ' y \\ 1 —� � , _tt* \a1 \ \ �� , / r i i k4A �ASEM�NT 1 TED \MnW271 // 'gym �' -.�^ ! Yi/ `�.:.,a,. \ . 1,.\ \\ .`r - /' r .J� /'/' 'r .r o ,�' _ ��__• �/ I / t �, i........ N47' �15'E / \'7C \ 'Tl- \ $79 / / • ' I� / i I i j l \ , \i / I \-s.:y_e ,_a. r __...i'1M r Route 250 ,%�• . : • / / ' % f 1 \ t \, 0 / , Il ` \ �� ♦` / J r'� i� r. xY.-i`�^.,`'!'�f'.'�S,• fry , \ \ \ } \ `\ �\ /,�j , i/ , \ 'lr� _�° %vaP• �� lNohrtlad Road \ �/ / / '' ���� \\\ \ �` 17 C1 ` 5 .4 /%�/'/III II rl (\\ a \ _ Vottadle R/W /' �y0.6 i \\ \`', ,�27 \� i rT ''r , / , / I / / , / , \ \ .It Kft l ' / / , l ` / r r \ �a`1 '\ i ;�'� , f+J027— Ess \ g� EGR �' iN RESS 4 '�8• c e f �� l t\ \ _ y J, I ' t I -' Ire- 100' INGRESS & EGRESS - '- ��'•� 00 T pg \� THIP. 78428 � t \ f , ' 9p I / / \ , - , \ \ l , / � S 3-D PIANTOP5 LLC �• / _\ `, I / // J I ="` t '\ ,'/� ,! EASEMENT DB 159-94 X84--¢ '' EA EMEN ZONE: Cl / / \` - -- _, t• .� i / /�i- ` /' \ ;Y `a r,// l' r I _ _ _ - - _ _ �. / \ USE( RETAIL\' - \ } �t 1 TMP. 78-55A6 - _-_- -i �'i? \� ' ` / c } u ,,' WESTMINSTER CANTERBURY // Mi .p� \; ,\` \ \,I py' r OF THE BLUE RIDGE \ \ �� \\, \ i / ry�rs� fi `�B• 4'd it ` J� \\\ X < _ �' I 1 '/ ZONEt PRD \ /' /rry �• �, `t� '} /r / 1\\1 % i - r.r USE: RESIDENTIAL TMP. l r ' \\r ' /. I ABANDONED 12 RWSA WATERMAIN NOTE. LOT 8 \ NtJRT•H P � ` �`, I ;y L x , 1 I a ,,�, ;�o TOWNHOi/S LdC I J �,,, �. 1 , TO BE DEMOLISHED TO THE EXTENT ZONE: /� NECESSARY TO INSTALL NEW THE PROJECT SITE IS CURRENTLY UNDER CONSTRUCTION WITH THE `�•�\ LOT C USE( YAC \ , \ r 'J I , \ ;1 �. , k �. ` - �` \ \ \\ IMPROVEMENTS. INSTALLATION OF THE IMPROVEMENTS ASSOCIATED WITH ROLKIN \ �1��\ \ / \\y�� (J/1 �. ROAD, VERONA DRiVE AND SWM FACILITY #1.FOR PURPOSES OF THE \\. LOT A v ��\�y�,i'/�°F� �; '-' // PAVILIONS AT PANTOPS PHASE II THE IMPROVEMENTS (I.E. GRADING oma' J ,�r TIIP. 7855D2 SCC AND UTILITIES) ASSOCIATED WITH ROLKIN ROAD, VERONA DRIVE AND t- %r/P� CENTRAL TELEPHONE SWM FACILITY #1 ARE TO BE COMPLETED PRiOR TO THE START OF b'��`/y• -'�I\ �' Rl�' COMPANYOF VIRGINIA lNr- CONSTRUCTION OF THE IMPROVEMENTS ASSOCIATED WITH THE PLAN ZONTMP: 7B55AP� '\�; �" h%"L \ \ • T ''�' USE: Cc�rMUNrcEAT1oNS FAC/urr (SDP 2006-00042) AND THUS, ARE SHOWN AS EXISTING. SEE SDP BRAY, NMEL OR ` "'��� j` o� 'be�i�' r, I 2005-00117 AND SDP 2006-00043 FOR IMPROVEMENTS WITH \ \� DARYL E. �_ \� y �J/Itr PAVILIONS AT PANTOPS PHASE I. IF THIS DRAWING IS A RUCTION \ ZONE: CI ti� \ 'A r r r USE: VACANT / ! h�! ','(t'If!'r� GRAPHIC SCALE MUST BE 7SED !4 J- \' 100' 0 100' I ADDRESS COUNTY COMMENTS NDG 05/30106 DEDGNED BY: PROJECT: PAVILIONS AT PANTOPS PHASE II REVISION NUMBER: 2 SITE DATA REVISED / DELETED 8 UNITS NDG 08114106 ENGINEERS DMJ PRELIMINARY SITE PLAN 3 ADDRESS COUNTY COMMENTS DATED AUGUST 3/, 2006. NDG 09//8/06 � G� SURVEYORS DRAWN BY: ALBEM.ARLE COUNTY, VA DRAWING NUMBER: � DA vro N. JDtSEN PLANNERS NDG TITLE: EXISTING CONDITIONS & No. 114 4 REVIEWED BY: C-2 AssocuTEs M DEMOLOT ION PLAN C� `� (94, Q J SHEET NUMBER: yuck147 urg,Ve 450 1442GreeneIVAbfier aee WWA NUMBER: FILE NAME: DISCIPLINE: SCALE. DATE: Lynchburg, Va 24542 Chatiottesvllle, VA 22901 N0. REVISION BY DATE NO. REVISION BY DATE sSI�NAL � Phone: a3a.s�7 Phone: 434.984.2700 3 OF 14 205143.00 5143c02.dgn CIViL 1" = 100 04/24/06 FILE: WACadd\20514.3\5143cO1.dgn 96 7:r ----------------- ----------- -----_---- __ _ ' r< t3'0 LLJ -�- 1 STORM DRAIN ANb-N _ 560 -------------- -- \ -� -------- t�' LQj — --- — t 44 EX. bR NAGE EASE ( TO/ B VACATED. ST T�� - - ^ = _ �� -c/ , j i TRA ROUTED THROUG STORMS Df7AI SYSTEM AS SHO VJ ( _ y - -- -- _ ACTIVE RECR ATIONAL AREA 1 Z° SEESHEET 2 FOR DETAILS \ \ \ l � { a 541 0 � ,, ,° .' / ';1•. `\ {l,_ t � -\ + sQ'i 84.53' IV log '7 1ro J 6 V 0 I P ari 514 44 `j�'� ^-! -r' I — e o / 1 671 T`$ .•o�J$ G'! _ 1 1579 , , 'o ' ^,r- .\ • i I. `\ \ \ \ \ y i' - ' ..,.. _ ^-"",."_-- Ira / +' _..- - ,r -\ 1. • 1 ` i!' `\ `\ - _ i / -. - A i - 1-' WATER- ' 66 ' '/ , 'lam t ! . i � � i•- ' / '\/ .J \ . 'r,'r • , ' 1 •° a'9l"•✓'�r' • - moi'. "'`'�'- ,- � , •1 • • „ -`�� '� J \` -.i ` \ ,\ r ``\'/ '" i \ � /i `J 1 � , \ • . ., . � ° . .•.!'•, -ice', i � � 1 C\ - ,: •...+ ,,,,. ,\ -%�f `\ - /• i i �.- ,/'J ' !1 _- o r / - \ r / , ,v 0 i • - ../. . ..�' ''r �- ° _"` ''C lam\ `` i \ i � r' � �__---'-- F F 14 .-'.' „/. a• '!.� .' ,..1 y rQ �hq�, °` � . -� J- r \ _ ,\ i, /Y �\ / Ali /, � // __-"'/ ( / , tl Loi » ;e *0 531 ' • - • .--' =' •• . •. _ .. � - - r8 ,531 g1 _ - - ,... WQ g3 •00 $F • 527 '' i` \ �� i / 5 $ X27_ 04 _-- c� Z. _L'o I VF lr_52-5_ -p 525 04 /. IPA ANO - W© ��j947 FF,5Z�,61 .Z�jO►4 _ �__ G 2 _ 0 f , {-Q� g F ,529•rO _ "—''S -_� _ -- �J '� .�. 00 4. J'(' 1 44 - - 40 �� `S. 78 '" S S£°gs r' J+d !ff r+ ,'� PROVIDE S•ANfT-ARYSEWER / C� `�! .51;1- - - - - - - 4 - - - 52� - - - _ ^ U /" a STUB- -FOR ADJACENT PARCEL 5161 S�gO / Q' 0 $1�HTT,�tNCEsl IF THIS DRAWING IS A REDUCTION UI / 200 f% { n, { , ` , , GRAPHIC SCALE MUST BE USED 20' 0 20' 1 ADDRESS COUNTY COMMENTS NDG 05/30/06 DESIGNED BY: PROJECT: REVISION NUMBER. - 2 o PAVILIONS AT PANTOPS PHASE II 2 SITE DATA REVISED / DELETED 8 UNITS. NDG 08/14/06 L ENGINEERS DMJ PRELIMINARY SITE PLAN 5 3 ADDRESS COUNTY COMMENTS DATED AUGUST 31,2006. NDG 09/18106 SURVEYORS DRAWN BY: ALBEMARLE COUNTY, VA DRAWI(NG NUMBER: O Q DAVID M. ,ENSPLANNERS NDG TITLE: SITE LAYOUT C� Fi'ADING & No, 1148 ASSOCIATESDYJ REVIEWED BY. UTILITY 9 PIAN C-5 a 147 Mill Ridge Road 1402 Greenbrier Place SHEET NUMBER: Lynchburg,Va24502 ChalonesvikVA22901 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE. DATE: C i>\tAL EAG Phone: 434.582.6175 Phone: 434.984.2700 le = -20., 04/24/06 4 Of 14 NO. REVISION BY DATE NO. REVISION BY DATE www.wvmsaciates.net 205/43.00 5143c03.dgn CIVIL t- ILL: W:\GGdd\ZUbr4s.)14,5COJ.dgn MAT CHLINE - SEE SHEET 6 ------ 777,r-1-7 7-1-11-7--7-7 ----------- 7, ------- - v -- ----- ------- ------------------- 1. it It It, II ti ' ; �`I \T.REE\ P SEyATid�( AREA \ \ _ _ \; o -r 1 SEE HEE`T Z \' ! y`�- TO N AND \ \\ _ _ 2 LIC D GEE T i \NEY\ -TREE \LINE\ CONNECT I TO EX. TORM DRAINIt 'I VE \ RECREA AL, AREA \\ `\ `\ ; i' II i • II _ l^ _ - y / V, ` \ CET `\\ \Z\\ \ A`LS ,�, .p�/� `\ \ `\ \ A ` \ \ ` \ \\ \ \ --� \` \ , \ I \523 ` 22 ` \ \ \ \ \ \ \ \ / / \ \ \ \ Y ?I ` \ \\ \ \\ 525.00 \\ 526.0 \ \\ \ \`\ `\\ at\ LOT --_\77 I LO _ - I T 527.00 L h i TYPE ��� �B NE�C�` HB Nf�cE "C" \ �� L� ` \ \ \ \ \ \ \ \ \ \ j° f; TO E TO W R !' \\ 4 -FF-522_.67 FF %r 0 529,0 - 0 B 0 R G T _ o i tt \\ _a' $F`51� �7 $ 52 '87 ~° t\ $F�5 4-67 HB E\ �►�„ \ `\ `\ \\\ `\ \ \ ` \ \ \ \ \ \ 0 _ 1 r �\ D N S , ! \ ; _ _ Gfi.-g?2.Op 5E=13`67 \\\x.;51 .67 FF --52 .67 ` HB \Type\ »C� �T \ \ C.QT \ \ \ \ p . 5 \ _ , (i0 00 BF_g J FF 52 `�� _ 7 BF-! 6.6Z \ \ 516.67\ Ii$ 7YP p HB 7�'P ,• „ \ \�.nT \ a30 X516,00 FF`; C FF- �' �•.� \ ---- 't B 527 527 ' \ i _ _ - \ \ SJ 67\ H$ LQT\ ! f\ _ -- - ` j 8. , \ GF��S? 7.00 � GF 518.00 `\ FF 5pE -6\- ` M1 t 29.67 1 1 ' I �''� ', t 1 it ' yl , �--'� - >X� � ,4 � � �"-...<_..,,_ ` � � j� ._ - -•- -.- _ \ �----.__J�.,__ -- . ._- , ---- -_- l __ � \ \ \ BF�Sie p� ....� ---�� �►� � \ -...a1 L� " ` ' jl 19�,.8 FF:: -S V3S 1 \\ ' \ \ �\ oo \\8r:=020 -8 8r: 5� 0 V 67 )6 � / - --�`I i1 1 \ \ \ \ \ \ G520.p � / / / ' V 1 {t ' I , t 1 � {I 4,t ', `s " .� j• '_r'.•�" ¢ •' .° •��\:-`•--'."__-- / •' , ''' -"..> ,° .' . t ,/ ,// ' � J , --- -- � / O ( /' !J J/ !/ J "1 i 1 ; 1` {i rl I! ° G 1` ' '` • ,l • ' , .1 \41 0 + - _ . __`_-_ --�...:.� - I /' ` / � . i' a J, ,/ f r)-_'--- -- /��/� �� 1 , V' © 1 1 , 1 , "�: ' S ' �' i�' i `%T - - '� - - -�"• - `� ""-+.�°' 1 i fi� ��yQy ,' /� / J / ,' � / ,' , { ', ` j i � , ',� 1 � / ' t �' " . ,�' -. . 1 ,-•-s' ' _- ., - A-'•-�.. `' =d '4r �r '- 4 4' r 4 � � r - •, i � _ _ i .. °l 1 , 4 _ •J- i . . 'J'`'-^"__--__ � . _'� ( i ,/ % { S?S s, FSS AF C / /// / / / / //// f , / / / J / / J J / J J / ,' / /� 1/11 / /1 tI ! I �' Ij !- \ \p\ ' ,t � t\ ,+`.''� •.•. • -'^. ""1� _.- -t {r.. •'-. ° . .• c-.- -`_' -t • •__ _ o,,r .___-� a„ ; ;-,-_4 , -� . ''° ' r ,` 'i -i -, - S_` _"- !/1 ` /f . i / ,' / 0©tCONNECh TO EX. -4- A r �Fo$?(6� o•os�'1 ACSA 18'? WATER/V 'MAIN •• ° ,• ' ^___ \i6tlt ' a� - ? / ` '/,' ,' i (�1C'�cw%/�•�q�' ' ,' / ' / ' / / J 11 j l 1 \ ,' t t f •• •• •. .. ,• \• \• ,. •,".+..,�•.,,_,ti .• .• ,' �;i jJ���� .+^^ .'. , - •/ r4 , ) � p � � i .' -� a "" �+/C�\ V �'"/ / / / / / ,/ / / / I /,' l � ry', t I t! 1 t 1l-...•t:.a `.- _-`. '\,' �\. t... .-•--,. -_...: �� C• n%-�*�_ . �~' �• `" -i._`''- •' , - r r i.47.•� /\ � \� .�?�� ter it !' ' tt, ' • 1 .� �_ :- _ ' -. - . , 4 - rt '� ;� i 4 Ly- r \\� ' i• 1} • }, y r, .tt1, \ r_"-�...- _ _ .. ' -`. '� .�,,� _ ' ' i' '1 `tel•` .°\ 'Q `S�' r �\ i '- •"• // // /' ,J , ,' /' ,' / I Q � �"_.' 1 1 � I ll ''t, .l �! '' 1' � `, 1 r r .o \\ � •' .-. _ •' •'1+...�/,. ' i °e � ', 1 V, \ / - - / A\ /I I I "t c �T t+t - , 14; "03.4 ,�� / i _!'� t •�" �t i .1 / •• \. ,. q ••`t `r 4 ,`�,.,4 � 04, _ - !' �+„• / •O�+- / ti J ; ➢ it { i I // p ` ty - _ p } "y / =�_ i • /• t ' ' \ ' �: ) /' /' � / /' /' ' / � t � 4 �`- ' � �� ` �' i\ I �' .}t. 4 , i f � " t \ \ \ °° ./�. '`\ -, .•-' :\� O,�p ,4�� / r` �.�- � .' ���i .1. .. / i `. V. Gi// i / /i J / / ' 1 1 p t ,G�t };� ' I ' 1 i !\ q t //� , / 1 - - ! Qrr' 4� y, •'� v %/�, i/' \� f dr ~�� G, LOq ,q 1 it '\ \\ 1! ,. � , 12 uYY , i '/. "'I,. ..`.www\` /, •V %. /. '�``. c•-�? ° r / / / / ,' J / / , ,� 1 i � 1 v i I �i,.rat...., .. �.. �-_-r `1 s `\ q \ t \"-'�.r� ,' '" ' ° ,. � � � � y . • 0 1 • �/ • ��ti`1 �„ . jjj AWJ s t FYP W\ \ TYPE YP31.pa5FL=0 57 1\O\ 7,GFF5 /EMERGEW( VEOICLE TURNAR�N? B_57U36WG T`5p3.67 WO TYPE 19, ESEFTURNAROyE'''Ali IGE MET C S ON/SHE 141 _6p ,5,7F_ -5O W\_ O_ TYPE- _„6BM 10 747 $F�Sp467 GF, p7-tit-==518�505.67pJ E CP p 503.00 FF2FsB'F_5p�0 n _5 07-6-67 6 8.67 505.Op3 7 9 . 6O"7 ,00 g:6Zt ,.`,•;' • ;I�,.� ''f '-�. � w_ . rt; -. , r -' . ••�':.`,`.' \ 4- , 4f°,Q;soe ,2 \ ^ \\,�( ` 4 \ ' Q�\ \ 'cy'�° , \ i\s\ o \,<�\. '� \\ ..,\ . •4 •• • - • <\, ' -' ` t i 1 C a 1\� \\ \ ` `\,\\ \ \ \\\ 06.00 _07.00 508.0 509.6-0-- - 09.00-- -- ---------------- --- - p)', \\ \\ K'S6V� \ _ -f8 n \ /t 4 / I �/' _ _ v �T/' ,- - � \,, \ " \ C• d� a' r � G\ Q "a , Q � p � a 0, p a ,, 0 p ra i ' Q! � �,� �_ p \ \ \ ♦ r� \ CONNECT T4 EX. SDWK (TYP)/N p04D 1 cl, --------- ----- _'_ STe T" pi R _ o -t- _ - - I �--�' N) ENTR�IfVCE 1 ! _ - t { , _ . • ° . ca ° 1•. v i ° �'`\. , , (TYP) -------------- I ADDRESS COUNTY COMMENTS 2 SITE DATA REVISED / DELETED 8 UNITS 3 ADDRESS COUNTY COMMENTS DATED AUGUST 31,2006. I NO- I REVISION C!! C_ 4A/_\!°,,.l.i\ OnCl A7\ NDG 05/30/0!6 NDG 08/14/06 NDG 09/18/06 BY I DATE I N0. REVISION DAVID M. JENSEN Nlo 1148 1 ENGINEERS rSURVEYORS PLANNERS ASSOCIATES 147 Mill Ridge Road 1402 Greenbrier Place Lynchburg, Va 24502 Charlottesville, VA 22901 Phone: 434.582.6175 Phone: 434.984.2700 www.wwassociates.ner DESIGNED BY: DMJ DRAWN BY: NDG REVIEWED BY: DMJ WWA NUMBER: 205/43.00 IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED 20' 0 20' PROJECT: PAVILIONS AT PANTOPS PHASE II PRELIMINARY SITE PLAN ALBEMARLE COI.)NTY, VA TiTLE. SITE LAYOUT, GRADING & UTILITY PLAN FILE NAME: DISCIPLINE: SCALE: DATE: 5143c04.dgn CIVIL /" = -20` 04/24/06 REVIISION NUMBER: 3 DRAWING NUMBER: C-4 SHEET NUMBER: 5 OF 14 T r/ -511 / r. /r` ' /f rl Y r/ r , I 1 / j / ,' / / 00.0! \ V , I l� /l00. •/oll a /ll000l ooe ` 1 ,o i J �r / ,',i , ,' /i /i ,' ,' /i / / _ , I 1 I !l # ! J � • 1, '�\ 1 \\ ' AAINAG NEW ` / E EMENT r �• i' / "' , ✓ ,' , / / / ,. ' i' ' / /' ,' ' j r it I I l O 0"oo p r 0 •. ` 1 / !/ �lJ� / t P / / / / , / / , o / / , ✓ 00 / r ! I 6',ASPHAtT iEDEJSTRIAIV TRA1 CONNECT TO EX. ACSA 8" SANITARY /r,' i r SEWER � ,' / /' ,' ' � � / !t rr / r O I ,' I / / J ' /r J' ! � � r r l ' r' !' � — k. \\ } , `-- -...` —_._ •.-_.. _.__ _./ \t z ��,° r , J J TREE PRESERVATI PIN AREAI ` 1 (010s' SEE SHEET12 1` 1 y \ \ 4 -�I ° ' j � �f ' 1 t r I� + I I I s J' ! rS. tt �u> ! t i( ' i f � 1 t t q I `t \t i �'\' >{� ` 1 1 1 {t I / I In �� t I ! l t 1 \ \i 1 \ `\ ' ` a \ \ \ \ I I 1 , � � , l 1 1 f, ' I I j s ! °\ I .� ��, 1 \ t •-� ` s } + � \ \ \ 4 ` ` \}� \ 0 t+ 'i; �� , u � 1 I i i , t\ \ �\ t t , I i t + t t \ \ \� � � `\ ` ' �. •�' \. ;\ \ \ \ \� , _ "� 11 �1►`{� + ,1 a 141 t t I � � \ � 9 t \ \ \ ' t t ` ` \ \ � \ r ,�_ � \ � \ � \ �\ � /� -— 1 4 I + \ \ \ \ \ \\ \ \ \ \ \ \ IF THIS DRAWING 'IS A REDUCTION a 4 It I 1 I 1 J GRAPHIC SCALE/ MUST BE USED MATCHLINE - SEE' ,SHEET 5 20' 0 20' I ADDRESS COUNTY COMMENTS NDG 05/30/06 Tx OF DESIGNED BY: PROJECT: PAVILIONS AT PANTOPS PHASE II REVISION NUMBER: 2 REVISED SITE DATA / DELETED 8 UNITS NDG 08/14/06 p —= ENGINEERS DMJ PRELIMINARY SITE PLAN 5 N T 3 ADDRESS COUNTY COMMENTS DATED AUGUST 31,2006. NDG 09/18/06 O ® SURVEYORS DRAW" BY: ALBEMARLE COUNTY' V A DRAWING NUMBER: U DAVID M. NSEN PLANNERS NDG TITLE: No. 114V REVIEWED BY: SITE LAYOUT, GRADING C-5 ASSOCIATES DMJ & UTILITY PLAN �Q ��` 147MD1RidgeRwA 1402GreenbrierPlace SHEET NUMBER: Lynchburg,W24502 Charlotwsville,VA229o1 WWA NUMBER: FILE NAME. DISCIPLINE: SCALE: DATE: sSraAL F'�r� Phone: 434.582.6175 Phone: 434.984.2700a,�� l NO. REVISION BY DATE NO. REVISION BY DATE ww.ww&,;Smides net 205143.00 5143c05.dgn CIVIL ia _ - 20' 04/24/06 I - ILL: 1111•V TV !-l1�ii MAX111HEIGHT-121+ < < r ! 1 + r r t ' % NEW 33t' SIGHT DISTANCE EASEMENT r RM IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED m 201 335' SIGHT DISTANCE EASEMENT MATCHLINE SHEET MATE - ---- -_ _----- - -- --- _--------------------- ---- __- CHLIN SEE - =- -- -= -- _ - -� SHEET -� -__ _ a W r I ADDRESS COUNTY COMMENTS NDG 05/30/06 DESIGNED BY: PROJECT: PAVILIONS AT PANTOPS PHASE II REVISION NUMBER: 2 SITE DATA REVISED / DELETED 8 UNITS NDG 08014/061 0� l ENG>NE�RS DMJ PRELIMINARY SITE PLAN 3 ADDRESS COUNTY COMMENTS DATED AUGUST 31, 2006. NDG 09018/061 f ''' DRAWN BY: T T p SURVEYORS ALBEMARLE COV 1V TYy VA DRAWING NUMBER. DAVIDi M. JEONSEN rY PLANNERS NDG TITLE: / No,11484 REVIEWED BY: SITE E LAYOUT, GRADING C-6 � ASSOCIATES & UTILITY FLAN 147 Mi41 Ridge xoaa 1402 cueenbr er Place D�J c SHEET NUMBER: Lynchbur&Va24502 Charlovesville,VA22901 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE. DATE: NO.NAL ENCS Phone: 434.582.6175 Phone: 434.984.2700 GF 14 REVISION BY DATE NO. REVISION BY DATE www.wwwociates.net 205143.00 5143c06.dgn CIVIL l" = •20' 04/24/06 ice: rr: u.vvv \LV1.I/7J \.Jl T.J(1uu.u6f// MATCHLINE - SEE SHEET 8 70 d 7 , , -r' r1-,- -r- r-- - ? -- r - - - , / " - _� .� -" \ 1 i . 1. • •`--: . , \ ; P ' \ \ - - \ ! \ tI ! I / \ \ ` 1/ I 1 1 t R t d 4 I I I I I ! d / / ' \ I -_ / / '�- - , ` ` �- V.''�, V i" \ \ \ \ 1\ \ d 't I'' , It c I 11 + t I I I I I I i + I I I I I d / r/ \\ \\ / F549.0 r / �_ ,--- ---'•-J 1 I , \ ------ - - -- ---- _) fr 1 / / I I I ! I ) i ! , S 4 I \ \ / \ ,� / -'- r --- 7-_-'�----- - - _ v -'-- - \ •�- ' ,• --------- - _-----^-------- ------ ------ ,_ -_-- \\ _- --�---- I i \I I I I I I t I I + I 4 I / 1 \ I i \ \ ,. , (- y\ \ 4 , f ! I l I/ r P I I i i+ 1 I i ! - -- \ ' / / '/ \ `\ , ( ° f I I \ I o \ \ \ \ I I I t1 a° I 1 ° ! ) 1 i i i I ' I P I I r I I I I t P - _ \ \ /'�' /.� / / ' r \ \ \ _ _ _ . 'I �� 1' a , f I \ I !! �' I I I' I% r I I f I I I 11 Y 1 I I I I I I J ' \\ 5,5'1:150 - 555.00 1 \ , I• I I 'p' i ` - -5&3:50 I \ 567.50 t) r/ I I , It 1 I' rr. I I ✓ I ) I I I I I I r /! / \ 11 - 553.00 , - - 556.00 \ ;• , • , r l - , 1 t \ 1 ! / 1 I I 1 / / 1 , J r ! t 1w r 1 I ! t , / ! ! \ - 552.40 I I• /` 1 565.5© \ t > /' 1 r t I I I I r r' I r! II Ir t , J , , \ \ ` -r`- .",. r, _ , , 561.50 ! t , , ! 569,0`0 / / I \ . _ - ' ! I ' ! I f 1 ! 1 10, 1 I I 1 1 r r \ / / / \ - - - L_OT_ _ 33 , - LOT 35 - - , '! r;; ° a LOT 5� I' I L,10 54 / / , I I l / // / / J 1 / Il 1 , I r I t / l t // -LOT -32 _ LOT - 34 LVT 36 I 1 , J l r / t t r r I r r r -11 - r ! l %///// t r J / // ! r _ - HB TYPE �C» HB TYPE LOT ` :7 I I '.•I , I ,- 1 I 11 LOT 55 ' 1' � / I /I 1/ /,f /! /r /, \\ � r / 1 r 1 J // r /1 //// r r r r / I / / \ - - - �► FF_=51.67 -' �- FF=555.6 »' ' ` - - - , , 1 i- _ 1 r ;LOT HB TYPE I'»B" '' 1' )iiB! TYPE "�M !` r' I , / ! !J r r J r /J !! ! ,' /J 1 1 \ ,, \ HB TYPE C ' HB TYPE FSB TYPE C �. _ . i _ 1 ,. ,. 1 r / ! \ � FF I / FF=564c 17 r Ff�-568x17 / 3 J I % ! 1 J % ! r / FF=549.67- - - ' " BF=542.6'7 - ' FF= X3.67 _ BE=546.67 6.67 HB HYPE �C" a / HB TYPE B 7 / / , / / / / ! ! / ! e ! \ - BF=`540.67 GF=5_42:OTQ •8F=544.67 , GF=546:00- _ _ BF=547:6-7 FF=557.67 _ _ _ �' I / 1 HB TYPE B t BF=553.17 ` B�559,17 / r I, _ ' / / 1 r 1 / I / , / r J J \ ,, r a ,/ / / / / / \ i r - - - 501.83 . / / / / \ GF=540.0 }_ - _ GF=544. 0 - _ - \ ` GF=547.00 _ _ - '� I I / BF=553:17 1' GF=554 50 FF� 66.17 GF�558.50 I " " .l / /' /' // ,' ! ! J !! ! !! ! I f \ i P \ I // / r' ,' r / 1 I J r / / \ BF=548.67 , BF=557.17 B TYPt % r / _ - - / - ' ' \ \ Y�F�J48.00 , ti,\ . ' I a I / I t r GF 1556.50 !�FFIM=570.1r ! ! J \ --_ I ' . , .M- I -p , / GF=55 .50 I 1 / ! Ir /I / I,I, /°i` r / /' / I' l/ /` 1 / ! 1 / ! / / //// 11 / \\ - \ ` \ '' I i ' • '� , ' , I I I I I I ,' / ` I / ' GF1=60.50 \ .17 , °'/ ° I' / / I 1 1 J , 11 Il I / 1 ! r IJ r , - \ `\ --- - J �- „"•- ` tt . 1I) , I• . r I \ D / / 1 . •/ 1 11 I I 1 • I i \1 t\ \t \ I / 1 / ;l / 1 1 / 1 1 I t I I 1/ I l r1 /! \\ I 1 /' \I \\ -'`._ 1- - d I =_. #1. 1 I I a\ / t / r I I ' t\ f I 1 1+ 1 r t I t t I 1 � 1 r r'' I + ' 1 I I ��- , -i -- ', , �a / , I l l I ,I • \ 1 , t / 1 I I I I 1 r 1 f / � . , . I / `� I . I I _ -_-. .. . .. . - �. - -:,. * - :: •_L r / c'//1•' �• / I ',t ( I{ i 1� � , r .1•, 1 I t \ I \ \\ t / I I I P I t I r I !+ II I r f \- / r l 1 - . .1 - - - I - ., ' _ - - - I 1 * . .,.,' I I I / `� 1 I P/' � 11 - - - -- tl 1 I / I , .1(' I \ . - - \L--- ,t I % l rt I I I I I f I I f r ; t +r I ( " i \ \ I // I\ } . .'- .. - - ­_ . . I- - - - . I . - . . . - . . . � 1. . . . . . -1, .. . _ - * 1 '�, 1 • l I. I I. ' I ! - * I l I 1 \ ', \ I i / I I I I I I I , I ) 1/ \ . . f - I .;, ,- I 1 '. I .. ,q' ',•, /. / v `\ I t r, 1 l /.'� . 1 , 1 + \ \ y I \ i 1 d 1 I 1 I I I I t I i I I / /! \ . . . - - ' d I I / 1 • ' I . I ' • ' ! , `,\1 ,. . • /' 1 , / 1 . / (. I ! ` \ ,'t i \ i I I I r I I 1 I { I I I I ( , 1 + ! / / / \ - . . ✓ •-:•I. 1 1 I /,' !. I. •,_ , II\ I 1 1 1. I 4 . I \ I %I I/ 1 I 14 I I I I I I I I I I I I I // / \\ - P 1 t ! /1 , ' . ., ! 1 I ` \ tl /r' •/, \ \. . 1 \\ b \ i / 1 I I I 1 I I I I I ± d 1 1 / / ! , - -__- .�•""''_ - I �': - --•�, -*,1 1 • 1 1 - •1 t _� �' t IJ I 1 1 r { I I ( I r I j 1 I t // / \ r-- ` - -------- �' _ - I -- -� f Q - -- ---- --- ------• ! -- - ----- -_ - --4 -- ,\ y I 1 I I I I P i I k 1 ! ! \ i ------ - - - -'----- - �- `-- -�� - 1--- - +- - --1----,-r--) 1 I { I I I I I ' I I I / / l ''' _,;, t- . �- I- r ' I ' I I f I , / 1{ F 1 1. a /` - L. -f----=- ; - - F ------ =1� II - i ' 1\, 1 k � I I I I I I I I 11 I r I I / / 1 'k `1 - V �' \ Q,'��' ,-- - .�• _ r .'e 41 V/ / r•.i0 /. 1, 'I/ ,, 4/„ 4 a i'il,Q/� ,i' 'I ,*i �a o \ r-_ + \,' r. .I° \t Q-` r- 1 1' l I I ' I \ / /_ - � r'�r '04 1 'vv%per'\v_ "'p-i'`i'�, -04' a, _i" i ''p ),r /, .� { t -v '1% J, / V\ /�-\0- I- 11 -A \ ' %, 1 1) 1 )t I ' I 1 I 117 I / /1 _ .. rs_ ,. ♦ • , / e , • e t ,, I, . d , , , . , I 1 i ( i I + I I I I I d \ ' ' ° -----' - ° /__- ° �' ,- - r t LI 8 , , '- , , , /1. , , / 1 I 1 f I + I \\ 1 {- -i --- - - - ,� --- - - - -_- _ __ - - --- - -_- - ----' - - - / I I I. /, , ( , , , , . . 'C' 1�j '� ,. . 1• '� , . 1 °`\ t ! , 1 , / , , ' I / t ! I I 1 I P 1 r J - 1 / 1 ,_ '-\. / •t' , I •,. I , r :( I , i•!. I 1 _i, , CA /. ,,. .,• 'I - 'r •I _ ,1. `• ' ., 1 - a . j °, , t .r• ° •� f 1 V J1 .I' •/• I 7 1 :.q.. - I .� ( p ����// .I• .I 1,.,._ • QI ``�\' ' •% .fF I - •l° i '`• '/, , •r •'- I , 1 I ,.. ', '•� •!• ,• 1 + /t 0 t i 1 r t tt )t ` $•�T9I° -1•, •1/' .8' �� ! • , k A - i. I r I r 1 + t P ! 1 - ,5'42.8 +' . , 44:87• ' 546:87 /' 1 • 1 !. !, !. % ' • t I -� . ; ! I I I r r I _ d d I I I J 1 'l % I 1 1 J' r t. ,, P { , !' t P r t f r t ! I I P 1 _ _ J/ -,.z. -'�i� -T, �.�� ��� '�1� Tri �.� � V t d _ r r. 1 . r .1... ' 1 V• ' �` T _ / %+ • / / //// 1 ( . t , .e • I • I . I f r t -- :T 4-'--- - - -� _.__ _ �' 1 J !� a y i'� f 549:D 1' 1' /' J J =, ; I. f I , r r r t \. . - - - - - - - - - -- p I. 55h .09 _ 7`' j �l__ } -r 1 • ; ° t (R��T/�I I G WALL \ i , \ . a[ - - -- - 1 I I t . .: _ I �'/.. I . . �� I. r , I. w ; 'i .r . rH HT 6 1. 1 G I - I , .'I• •r � 7 , AN / \' 1 r I I , . �J r Oo�•t �'° . / , l J. j'•1 �.V' , 4. ' 1 r r 1 t 1 + I 1 �+ t %11 '. N� • _., .V......I , . � . - , . . . 1. I ---------- - ' - 1- -- \ I I r r r l t \ �� - s` I -a i 1` --1 r (- I -3 . ' l 1--- ) !! r I r r r t r ' r -- I I 1 ' i'�. 1 I ,l , , , a, _ `1 ,1 r I I r+ I 1 \ d IV 4 ' a/ ih \1f5 \ p- - ` . " p . , 1. p 1 _ r - �' l { { -per_ 1 ' o/ is 0 - _, D • / 1 -p A a /v pa- l - r \ i / q \, p _ \ - I J n \ OQi� r \ 1 �•�` `, �. , i, • I ! t { I i \ �- 0-rar'R-4.._�,.. r_ --.V/ is -i_ _ _ �_--\- \D 'p _..Lr 1' 'I• 'r ; 'p ' ��i�`p 4 '4 - vJ i v� - 0 _ , \ ip' , '0 4 ?/_ ,4��� Q%pa-Y I 1 p a ! Q/ w JI' - t'/ v � I __ ' �\ t i/'�!'�,it/�n \rte_ I ^% •/` ;� '/ ll I I 1 I { I 1 I I C, t i -- ♦ r 1 r/// / %' , a/ p / t 1 r ' , y \ - �r`' • - -d ' �- - - d , 1 I I I I _- -- 1 .I (�'--- - J I -- -----' ----- - ` '- ' 1 -4._ _I �� J • I. ' I I I I I I 1 1 'I I \ t I 1 ,/ ._ ...- - p- I ' I , ! , l /,______,___1_____r_,'T J 7---- , ! 4 . / • I . / . " I ., J 1 t ./ +..�-. _ �..,"- ^�"'t I I i ` p r •>� l , .p f i I f 1 �I 1 . j I 1 ! ^DI' !\ - i1 • It , [' • , , 4 1 k ` , t , 1 \ I /. , / 1' t t I I/ t r I I 1 1t r 1 1 I /.. J / •/l I / 4,\` I //; '11 1 \ t \ 1\ \ 1 \\J r- / / - { 1 t wp - -- -- --- - i S ' 1 1 I / 1 I /I !• ' I !' l• ' ,I I - , d .. ` 'I % i ' tl t\ t\ \ \ \ \ \ l \ / / "�� '� /' 1 1 V t I ; I ` _ 1 't I I / t ! I • 4 r J /. ' l I 0 a r 1 , . • ! o \ \ \ \ \ �\ - ,t . .� k I 1 _ \ e \ /J m��0 (` \ I 1 I -i _�I - .�I' I -v' ; I {I , ) Ir I /1 �V /1 1 I r I 'Jl. ! - % II rJ p, 1, ! 'I •. , P ' I \ 1 \ \ \ \ \\ `\ \\ \� / { \ rti^ �`' I Q \ ' . , I I r A ! 1 /' ' 1 / I . , ' ' I 1 \ \ \ \ \I © I 0 i t , I• / p W , t ' I -�- ) I ' / t I 1 ; ' l` (' t l / •II I t \ \ \ \ .tin• mO� r / / r-- 1 ` \ ------ `�F4-- �71C7)ld)� "�J I \ 1 4 , P (I �I'I 00 to- O r t I ! I t I j 1 / r ( II ` I J 1.. 1. t. II' ` \ \ \ \ \ \ \ ljji1 �..�`^ y, \ 4 p' , I 1 ' , v-� ;' 1 f �.L� d' e}" ` O 1 / 1 I 1 1 ' 1 1 1 I 1 ! a , /• ° G9 . - �, 1 i I( 1 \ \ \ \ \ �� 1 .,,,'(J: 'Iy -F; \ l r 1 O % 11 I d' �"' kc)I 1 (! , f I _ / r 1 / 1 I o "` / , '� , ` \ \ \ \ \ \ \ O;�T� CC ••,, ` , c I 4 I ` r �� t I ) 1 I / / / /1 1 , ! / I / , i' ,I' , \ \ \ \ ` \\ \\ ��//\`--� O CI 0 0 W \ e , t ' ' ° k r , I ('••� 1 ,/ / l I I' / 1, I' ' t, \ \ \ _ \ v.100 ' - -i n a u t 1 1 OT 49 / 1 l LO 5 c I ' '�, . I .,' \ \ \ . e 1 rn \ \ t' 1' V' } - - . :I' . I V 1� LL t P ! 1 / �% I % - \ ' ,' I \ \ \ \ \ 1 _ - \ 3 \�, t l •1' 1• ° i d�I+ fi ' 1 ��LittJ� t 1 1 ! 1 1 1 1 LVT J 5( r I Il 1' r '1 , •,} ! a I. ,' \ \ \ \ \ \ \ \ y s.. �, 1 r'n�t 1 'I °' 4 61' 11' s ° ' ! t rA 1 r r r / 1 p �, 1 L1T 0 ! ° / HB 'TYPE �ti7 J 1 q / 1 i I r ' \ \ \ I ' ' I 11 iib TYPE B » „ I // 4 JI / „!` 1 t ;.'` ' 1 t \ \ \, \ `\ \ f A. 1' --- ! I 1 - t 1 I HB E B / _ l I 1, 4 \ \ ` \ \ , , / r 566. 11� + \ \ \ , r i �,, . t.°' .•'I,•''..r r �'• ,'!. , I -\ ,! / I II' t FF -563.67 „„ _ I /r ,' 'l � , vi - - _ - y t FF= 65.67 g I 1 \ 1 ! �Im ,I L.I �' I 1 fl 4 I V O 1 Irl !I 1 I , BF=553.67 // Fid TYPES B // BF -555.67; F=556.0 i I;I / o `' I 14 , i ' -, I n t _11 O U\ i.' 1•. 1 °i - t I I I o co tCt t I r GF=53.00 / IFF=56 .67 GF-' 555.00 I y / / 1 t, . 1' I ' \ I k k r 1' r ' (n tl () 11 � ; \ • 4 t ' t S. ,I.1' t `0 I I O I I / r I 1 , BF=5 4.67 1 % 1 / l , i ! i• ' III -- 1 5 \ t , 5 1 1 ! t 1 _ to 0 Ut "`I i 1 S 1 0; 41 ; � � , ; p ! � � � dM � 0 1 I I / ' ! 1 t GF=S 4.00 / ' 1 ' / / l I I ,, . �, i . . 1 \ t , \ 1 � 1 + ' r ; ' , ! ` `�►1is A \ v t , t 1 .t I 1 I 1 j I {, 1nt0� M / I ! l I / I I I I l / 1 k t \ ' \ 1 1 1 I + I t rT'I _ (A W m \ t t d - - - -I ' ' I . --T- 1 ' II 11 / 1) I � / 1 / 1 / / I l / ! / / • ' I I \ \ , \ } t r r } ' t t O `r`I ' }} I t -----� , r O/ ILLuII to I I I i I I \ \ I I ! r y - `'`w 0 ' tii \t ` + 17 j o i 1 i, ,I • ` 1' r, r' ' r ' '' �J m O pQ ; I I ' 1563.001 i l 11 ` 5 6.00 1! / 1 ' 41 I `\ , , 1 I 1 II + r !I s d I , I- ( 2 1 1 1 1 / f 1 \ \ r i/'�` I , I, I I, 4- , ' i ., II r •!' II l r I r 565.00 1 / l , I , t ' I 1 r I I "" + `I I I II _l.._- I I. ' I '� . .!I r I !1 1! / /' 11 I 64.00 // I/ / ! l // lI Jr ` l I i ,--7- 5 \\ \ \\ 1 1 fr 1 17 )I I r� 1.1 «,� , 1( ( 1..' •_� '--- / I I I l I r t / I / 1 ' , 1 _.i , I ( 1 1 r I I I J'1 It I 1 I ; �?v , • '/ , ,�,t�',''�•�J • 1. • ' 1 . 1 m0�/! I f/ !1! ! rf /1 I /! ! I I I �,� II l , I t -r- ---1 -- `� \ `\ t I 1 Ir ! 71 r II I, 1 �� -nIo , ('t1"- I I I V OI I ' t , , • . ). ; 'I •. , • I w � O 1� ! 1 1 J I !I / 11 / 1I / 1 / ! - -- -- ---1 1 ''� \ \ \ + I t r I f1 1 I 1 I h -+Y-n �I I I I I , •, ,I , ttI...� r. t t' . 1 I IR ' 0 lI r 1 1 1 / r 1 I ' I' I/ I I 1 -` r I I ' I 1 1 j/ � 11 II IIIII , ' ! I-- =- - , - 'Y- I ! - r (� T 11I N to t 0 1 1 J I l 1 / / �I 1 / I i � ` I I / r 11 Il / 1 1 1 / ! W I t71 (J11 CJS t 1 I I t ,� 1 , if., + I r \-/ ( a e! to 1 I I 1 1 - -�/ / / r l I r / I I I \ I I r I 1 N I I , r. 1 -' r r }rto, ,to iV / / y.• / _ I , rr�� 1 1 1 1 1 NNN�t II I 1 1 hr ; J '. a)d , 1 1 r II �� 11 I l / / I , -!- --/� 1 / 1 } d I U 1 + 1 r 1 1 / 1/ , O 4 F I 1 1 111 L11 ' to r - / ! r / 1 / !' , \ t t t r // r O O i' .I '' (. , (j1 r !- r fn Lo- r J / 1 / 1 / ! r t 1 1 I 1 / 1 r - w' t '1' F `l. ' .�' 1 .I _ 6� _ I ! 1 = / / /I tl �'' / /! J / I I / I !• 1 ! I 1 P ' I I I l / I 1 / J 1 1, t r 1 • I ! .' I. . 1• 1 I� I I I r , l / t / l / l l ! / I 1 / r t I / 1 7 ' l t r-. /� / Irl ! I 1 1 .,', I '_ - -' 1 I ! J I ' I �, -1_ t_ l i-- I _� l ./ I 1 / 1 1 I I 1 1 1 / i I r , 4 1 1 1 1 / t - ' ' ' .�.. I _ ' Ir '. r. •t ' '!'' i ' Ir I I 1 / I / ! �/ !l I I ! / _�7 --�, --- II� ..�_ / } I ) + ( 1 ! / / 1 ! 1 / - /, J I '" 1. 1,'p 11 1 1 a 1 I i/ I I -' -1 l I 1 ! 1 1 /! / r l 1 I / I t r I 1 1 1 I J 1 .,,� - , / / . ' ' I , I • d • , • •,� t, , , , / V 1 m O I . r^" / / , ...f'' / / / / f 1 1 / 1 1 / 1 / I' ' ' P ' ' I, ' � ' I I / Id: 0 (0 0 / _ , 1 ! / / / l I / l I ! I 1 I r I 1 'm"T1 + 0t /�"/J ! { , ,I I • I • 1 \ �+ ' / �I -/r-e- I O/ �/ I I �! l , J / / ! /l ' r! / / 1 / l ' I I 1 I ! I ' 1 - in'i;i-Ii1 '!/ �^� ,I. I 1' ,• t 1t !I /1 adJd,� I/ cy 1, ; ! r 1! 1 1! 1 / rl % 1 Ir 1 f!' 1 1 r! /1 1 ' l 1 JI !r I `-.J I _ At II { l r I 1 / !I t . ([i r r > . / / r ! 1 1 1 /'GJ•? -P "d II r I iv 5 • 'r'Nr cOtAt i 1 /; rl ! J � / / !I !I / r / • 1 ! I °I / ! II / /r '! 1 r -4 _ -' �-'-' ! I t r -- - 1 - '-- I t' f' --- ,, XL LL_ Ii I I / i ! I/ I/ I , r / / % , ! , ! / 1 f / / ! I ! ! r 1 O C)071N11. I r r I I. ,, / i. ,..,J t9mti I! 1 1 1 r r / / I ,I J / �� } /! r ! // 1 / // ! r I t / Jv1 I t '1 ', 1! 'I 4 I.-•,• -'/ I 1! 1 I I i / I/ ( ! / / / 1 / / 1 r ! / / I I // I 11 ' - . •I'• / / 1 I ) / + / / / // ! / �' I/ J r / , / �! //! ! J e / / / !' I fO �/ l� rf rt C ° 1 . ' I ! / r i ! 1! f r I 1 I / , 1 r !I I 1 , , ` ' ! J! ! /` !` / I ✓ ! r ` ,! 2./ �_ / l 1 / , 1 r / 1 / , r ! / / / ! / ! / -t- / , l / I l / / / I ! / _____ ' , � I I !I ;' ), ./ '' i • , `. l ' a ! I / i I ' I (71 / ` 1` I ACTIVE RE R ATIONAL AREA ' / ' ' � ! / / / / / JJ !/ ' _ I- i , 1 / 1' p �'/ •' /' ,r' `� m NI" I l l i , I OI / ! � / / � // � / /! I r ! J l I r � - , I ! J ! J r / / ! ! __ _ - I 1 I o /' !./'' /I �. = tatGlc0JJ rl 1 1 ! 1 ( .�7rR / J /r ! J ! r ! rCD-no �"-- ( I , ' !' _ 1 pp O I �; 1 / l r1 / SEE /'SHEE 2 DErtAILS/ ,' / !! / / /! / !/ , / ! / / /'/' J / 'n T, Q) / 1 of I ' ' - - / ' LI.Od-d Ot O I ! , / / / , I / J 11 It ! I V__ ,� _'/i ,� -r1 , /L >- U-) i r / I ' / l / I , I �> / / ! / ! / `' / W (31(11 - --T I 1 i .I' ' ,''', ' I I / 1 rI� i- 1 L 11 / 11 / I __1-•-' I I r ! , , / / / ! ! I / ! , -- --O (A -; ,--Ia `o P � - / It 11 11 to / _ / / 1 It / � / / / O _ _00orn 1 / •i , J ' I I O I LL. ILL / l !I ! `I tll I / / I 11 �'-!'�� II / 1 ' !I l !I !' / /' ' / /' ! ! ! I J / !' - - O - - -'� - " ./ A . . , __ .I p- / Cfl I /__ / / l r l / / / / / r / O� tdl'O s 1- I I= 1 i 11 O 1 ! r l // / ! / r ! - �IOn --- ' /•'//.';. °'.I•- 'r,.r I , l I ! ! !I 1 r/ I/ 1 i '!�, '-11 /! /! /I ! ,I tl / •// /// / �' / / 1 / ! ///I /J /' 1 / / / / , / / , / / / ! / / - •) / ' I I 1/ 11 V 1 V' 11 1r ! I / ! ' I ' 1 I I / / / / J %�/�� / ! J 1 - - - - - _�/ /, G �, , I ( / .�- - - - - - r i - I� ! !� / /I !/ / l I ! / ,! /- ' /' / ,' ,/ !/ / /! /t /! / /,a ' s ' - - - / --r - --I i-_/ / / / / I ' / I / / / / , / ! , Cb // / / (� , 1 J F J_- � - i - _ k / Ut _ " - -n -11 - i 1 /' ,I � - - - - �� - - _ - - - ' _ -- --- --- _ - '--------------- ----I � / 1j /' /' / / ! / / ! ! / //' - - _ f it tl IC - - - - _ - - - ' - _ - - - = - _ _ tntntn4- 1 --I ' r - -__ t- r / / J - / - -f _ " - - - r �/ ' --' /' /' / '.),' ,' /' / .' ' ,' !! /! - -- -- `- (D(o(ofn_ (� - - i i' •I ,(i' -'f - - " -�'mmma - -"` _ - r , / / / /' � / , ' / J IIIII __ - O ----CI CICO s-- A --1//' � / - � Y /, �,li.Y �:%_ i - '- - - ---- _ -_ - '-�1 -, - �_ i - ' � / /� F , / �/ / // , // // ----V__ -'. s-- _ _ -`'.� I., ` ,rr --- -___ -- - - -_- ' J--' _ -- _ �� � ' / ' / /' 1 /// -- ._ 1 " / , j ", , JI %' '/ - _ - ------ ,.J�! _ _ - - -_ _'°•s-__-__--,-_' - -• I' % - - - - - _ ._. -_ - - - - _ \ ` \ ----'' -I ./ l ! 't '/ __7• i I - _,_,�_: ,..._..___ % - - - - --':,.-rte--- --------^- =----7--- - - ' / / /' ' /' ' / I -- -- _' _ _ _ t�/ : z Jy y- < * ,!• ,, s i,' � - . �' - - - , - - - '_�- - - `\ _ / ' ' ' ' / //' ' / / t\ - _ _ _ _ -1. i' ./r r `E -M NC'`IG V£I-(CLE TURNAROUND- - " - . - - - - ' " ` ' - �' - _ - . ' / ' ' -, ' / r , �:% -3 Tt�RNAROUND _L�'YOU_'C - - " " - ' - - - " _ - " _ , ' / /, / - - ,� t , , r r -r9��_ 'GE_ TRIC .•SHAPE '*1'" -S 't4.. " - _ _ _ ' ' " - - _ ; - - _ - _ - _ 1, r / ,' - - - - �� - <`y - j ! • ' %�'� , _ . - ' ` / ' / STORM- DRAIN AND -NEW - -- - - ^ 15_70' �, / / = _ _ _- _ - , �' , ' �' - - ; - - _ - - ; -2a' PUBLIC- -DRAINAGE--Ef�EMEN�, - ' ; _ - ` " - - ``" _ - _ _ , '' /' / - _ � / - - (TYP:i ` -- - - - - / --' �. -�__ ----- %' _ --- ->•_'-.r ,- r' / ' '� - I - - _ - - - - " - - - I - - r ' _ \ '' r' ' ' ^r / / / / / �- - / / / _ _____ ,� - - -1 _� - __ - - () L RE AI NG - _ . _ �...._...._ ._ - ' \ - 1-'�' - - ,!' - - / ' - - ' -'MAX - HEfGHT- -10' " - - - - - - - -- - / ■ . - '- .,.- �� .4 -..ter ,-.r .-- .rte ___ �. .'-.� y . . J / - - - _ / '•IV/IjAT CHLINE SEE SHE " -- - ..... - -� / _ -, .r.. / / / / . ET - ' -----_ _ r _ - ' /' i � /' „�- ,' �\ IF THIS DRAWING IS A (REDUCTION � /' '''" I /) GRAPHIC SCALE MUST BE USED ,,� ! t 11-1 ! 1 .4-- / / / d%mw_�__ - *I -s 20' 0 20' 1 ADDRESS COUNTY COMMENTS NDG 05/30/(06�TH O DESIGNED BY: PROJECT: PAVILIONS AT PANTOPS PHASE II REVISION NUMBER.- 2 UMBER:2 SITE DATA REVISED / DELETED 8 UNITS NDG 08/14106 p ENGINEERS DMJ PRELIMINARY SITE PLAN 3 3 ADDRESS COUNTY COMMENTS DATED AUGUST 31,2006. NDG 09118106 O V L �� SURVEYORS DRAWN BY: ALBEMARLE COUNTY VA DRAWING NUMBER: U DAVID M.,ENSEN �Y PLANNERS NDG TITLE: / ;/; 114 REVIEWED BY: S! TE LAYOUT, GRADING C-7 ASSOCIATES & UTILITY KLAN� DMJ 147M71Ridge Road 1402 Greenbrier Place SHEET NC111/1BERo Lynchbw& Va 24502 Charlottesville, VA 22901 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: �S�4NAL��O Phone: 434.582.6175 Phone: 4349!14.2700 205/43.00 5I43c07.dgn CIVIL I" _ `20' 04/24/06 `� �'� �� • REVISION BY DATE N0. REVISION BY DATE www.wwassociates.net FILE: WAC0dd\205143\5143CO7.dgn ""rr 0 i I I I I i \ \\ \ \ \ \ \ 21 760.16''-- \ \ \ \ I � - �_ o/€ aye . a I ---5 5 5 77- r ' 547.50 I IADDRESS COUNTY COMMENTS NDG 105/30/06' MAT CHLI NE - SEE SHEET 8 1 2 1 SITE DATA REVISED / DELETED 8 UNITS I NDG 1 08/14/06 1 1 1 1 1 1 3 1 ADDRESS COUNTY COMMENTS DATED AUGUST 31, 2006. 1 NDG 1 09/18/06 1 1 1 1 1 I NO. 1 REVISION /-ILL: YY: \I.UUU \L U. )/-t-) \Jl`tJ(v0.U(f1I, BY I DATE I NO. REVISION BY ( DATE DAVID Y. JENSEN Not 1148 q;�1041 \ \ 610 \ \ 0 o.� \ \ 64 t I a I \ I 4 1 t \ _ \ ENOERG�\QY VEOICLE RNAROUNDt` E "A" =" " SETURNAROUND AROU D LAY UT DETAIL 8.67 - \ ` "GEDMETRIC SHAPE *T ON �HEET 114. 8.00 �R6E P SERVATION Ai EA SEE SHEEN' 2 "" ---.i '1 •;'.`•. - l \ RE\TAINING WAIL t ` I J ; / / • ,' / .' /, ;' % / ' / ` 1 MA}( HEIGHT .t 6' NEW, TR(E I]INE v1d. 1 •� _ �\ 1 . l 1 v 1 \ \ \ 111 J l / I / ! 1 1 , 1 I / / i , ' � ,� \\\ l° •�. • 1�'`..`✓ \ { \\ C \\ `\ \\ rl I J I1 11 11 / /1 11 I1 !1 II 11 I/1' I i - ��, � � � �,' � ' / .`�`-1 \ �``�\l �\ .,. I.•\. \ `\�\ \ \ ' + ? J / I J tI ' LOT 63` -STQM J IDR,A' ! / AN NE / 0 PVBUCSDRAWAG F-AS� E T'iWO TYPE"B"I GF=,579.00 (TYPO ,` JJ' J - -' "- ^- - '= \ • \ \ _ -,' ,�, ' ,,_ FF=579.67 \ f \ \ \ BF=57,0.67 I If ` ' It ' `` ' 1 I { ', { / % IF THIS DRAWING IS A REDUCTION ` ' 1 ` " �/ GRAPHIC SCALE MUST BE USED _ t< 1 \ \ \ \ ,� 1 { ti 1 1 4 4 1, 1 , 4 1\ ✓ \ \ \ + 57©� l , , If Sr.�I�.�..L.�.�� ..0.0 -= ENGINEERS rSURVEYORS PLANNERS ASSOCIATES 147 Mill Ridge Road 1402 Greenbrier Place Lynchburg, Va 24502 ChUlottesvik VA 22901 Phone: 434.582.6175 Phone: 434.984.2700 www.wwassociates.net DESIGNED BY: PROJECT: PAVILIONS AT PANTOPS PHASE II DMJ PRELIMINARY SITE PLAN DRAWN BY: ALBEM! RLE COUNTY, VA NDG TITLE: lEWED BY: DMJ WWA NUMBER: 205143.00 FILE NAME: 5143C08.dgn SITE LAYOUT, GRADING & UTILITY PLAN DISCIPLINE: SCALE: DATE: CIVIL 1" = 20� T 04/24/06 REVISION NUMBER: 3 DRAWING NUMBER: G-8 SHEET NUMBER: 9 OF 14 A- 11 ! 1 / 1\ -\ - \ - - -- - �------------- / ' - \ CJS j `----- N \------------ ------- \-------------- ------- \ Z---------------------------------(------- - --1---'---- \ , \ \ -- \ \ L l } \ y \ \ \ I 1 + f / , r / ! ! / / e/ ' r / r J / ! , f • 1 I I \ •... , \ 1, , � , , 'I }l \ � � / / �\ � , ,\, ! Y 1 , 11 Y Y � i , r r !! % , ! , / `/ 7 , 1 , i / , / J , 1 ,! J ,1 1 I 1 ` 43`•46 / ,r/301' 4! 1. ! /6 1 I' ,=Y\ J r540 f 0/E (/ 0/� \ 0 00! 04E 0 0 0/L 1- 0/ -g - E_0 0/ 0 0 0 /E Q/ 1! 1 ! ! ! !1! r r /, i r' LY i l r Y I Ii t+G -\ /�. \ - l0 I 1 0 CONNECYf TO !EX. 18" I ACSA WATER 'MAIN / , / , Y' !Y f s t t 0 i 0L `s \ 4 I 1 G 0/ 'O// 0 0 0 0X I 0 1 f 0 r �f i ! ` \ \ ! EMERGENOY VEHICLE TURN1 AROUND SEE TURNAROUgb LAYOUT' DETAI GEOMET� IC SHWE 4 qiN SHE T 14. 1, ,[�► ! , 1 "s, { 5�•, t SS 1 S I I t 24{A/(_.--Q�"7 I i t I i 1 i j 1 �. \\ , \ l --------------------•-•'----------- YY I ; I` 24 " W \01 0 f 0 Oj 0 j-� f 0/E `t- j \ 0/ \` 0/ \\/�-+ 0 0/� 0Z _ V) '}' 544: _- ----- --- - Lu `e554.00 'l 556.00 d 5.64.00 \I\ a - ` - - 5 ©0 ' - 55500--- - - - _-- _ - __ - _- _- _= - -_ - -- __ __�___ _-� --- - _� - ------ v - cLQ LO \ 86 LOT ' OT2 LOT \ 0 $ LOT 85 \ LO7 83 LOT 8/\ LOT 79 • `� HB TYPE A HB TYP A HB E " " \ � 'Uj Ta j 1 O .-� \ y �\ �' :-i< \ F� TYPE "A'� B E "�+1" B 7YP "A" B E "A" H$ TYPE A HB TYPE A 1 G 1 D FF=554.%7 FF=55 .67 =56 67 FF=564.67 ` \ FF=�53.67 FF= 5. \FF=558. 7 FF=S(i2 67 a �.. 8�=�544.6� BF=5 6.67 =550:£7 BF=t554.67 �, W , t..' w�\ BF-54� �7 GF=544.00 BF=545.6 F=5 6.00 BF -548. GF=550.00 BF=552.67 GF=v54.00 - - i''`� GF=543.0 �F 545.0 GF=54 \ GF=552.00\ \ I GF=557. \' T \ 335' SIGH -� +� `� ° s � i • \ . -D'. \., �--------= �• v•, _ .� \, °, , --� ,' . � e --�� --------- T DISTANCE EASEMENT = ` °, \ 1 \ (,� } \ \ \ O a \ � a\ ' 'I .p 3 e ,d / � , � •` I < a / o' I p - \ \ • � - n � � P r ,'0 4 - / / � P ° - r --, � \ , p - _'- r `\ r°�� ,,Q�Paa •a c//�� �P r' \\ \ \'•A � \ •o' \ ° - � a - - '� ! �. , , 1, - � 1 ` v v / ,a � v ®1 At ` _ \ \ \ �,A \ V- •w `'1 \ \ �\ , �"•�r+.��.a....�+,. r - \..`-.-rte \' '�' � •� /� •\.� � �. Ap ���i\ � l7 •� ^ \ I ' �P i - o i J'o-, - t _ c / 7-.•-, \ :HZ �\ \\� r` \ \ \ ►_ _- _-__ --------- --- ------------- GRAPHIC SCALE MUST BE USED IF - ------- IF THIS DRAWING IS A REDUCTION r� Y \ i `� - �• ''� -' GRAPHIC SCALE MUST BE USED o . \ �' , 1✓ \ \ I ` ` - - - - - - - _ - �,-� LOT 92 LST -97 ` LOT 9� ' LOTS s LOT 98_ i LOT 93' �- !_ LOT 95 , \ ` _ WO HYPE "C" WO TYPE "B" 20' 0 2 0' �i r! \ \ \ \ \ ` \ \ \ v �� GF 542.00 " -� TYPE "C� \ , » \ �\ 1M0 TYPE "C" ` - - GF=555.00 GF=55:00 \ ` i =4463.00 6F-550.00 FF=552.67 - � FF=542.67 _ _ _ WO TYPE C"' � ,, W0� TYPE C \ _ - / BF=532.67 - ' -GF=544.00 ca-54�>• GF=548.00=550.67 BF=542.67 FF=54�F.67 Br=535.6 \ \ \ FF=54$.67 \ \ Bi<=540.67 BF=54 .67 - - ,I BF=534.67 \ 13F=538.6 L -� c� �, - \ _ 542.00 \ / 536.OTQ 0.00 `RAINING WAL 534.0` - - - - _ \ \ \ ` 00 \ \ \ \ \ \ - \ \ M-HEEtGHT- - 1 \ \ --------------------- \ \ MAT'CHLINE -SEE SKEET i ADDRESS COUNTY COMMENTS NDG 05130/06 ��AT,Tx oma, DESIGNED BY: PROJECT: PAVILIONS AT PANTOPS PHASE II REVISION NUMBER: 2 SITE DATA REVISED / DELETED 8 UNITS NDG 08/14/06 p� �� -" ENGINEERS DMJ PRELIMINARY SITE PLAN 3 3 ADDRESS COUNTY COMMENTS DATED AUGUST 31, 2006. NDG 09/18/06 SURVEYORS DRAWN BY: 1 ALBEMA.RLE COI:INTY, VA DRAWING NUMBER: U DAVID M. MEN PLANNERS NDG TITLE: No.11484 REVIEWED BY: SITE LAYOUT, GF ADIIV G C-9 ASSOCIATESDIVJ & UTILITY FLAN •�' 147 Mill Ridge Road 1402 Cmxntxietplace SHEET NUMBER: pboneb4&V 24502 CwloftePhone. 4SV 49$427220 I WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: NO. REVISION BY DATE NO. REVISION BY DATE �, iat� �� �� 14 A 205/43.00 5/43�09.dgI� CIVIL l" _ •20' 04/24•/06 FILE: WACGdd\205I43\5143cO9.dgn A xzv" ) ` IN \ `ACTIVE RECREATIONAL AREA \ ` \ \ \ NI �''' • r-`' �/ ` (0.06 AC) \ ' SEE SHEET 2 FOR DETAILS �vo 1 \ \ 48b \ / \IN \ ` o \\ \\ \\\ �\ \ \\ \\ \ \ e IERGENCY VEHl6 E TURNOUNi ,- EURNAROUNQ •A�AYOUT DETAIL "GE METRIC SHAPE *4" ON $KET 14. \\ 477`90 \ 483.0'3 \ \ \ C X \ 481.00 \ X \ 485.0 \ 487.00A, 477`90 \ \ \ \ \ \ \ ` \ f 495.0-0 497.00 499.00 a v \\ `\\ \ ! �\ X \\\ \\ \5Q1.QQ 5Q3 SO.._._..' \ \ x .00 5.00 LUT ll8\ L� //9 ' \ LOT \1123' \ \ \ LOT l20� LOT 122 ',LOT \ \ \ \ \ r HB` HYPE \ HB \TYPE \ \ HB TYPE "A" ' \ ' \ ' \ LOT \ X 24 LOT l2 LOT SOT /2i - - - - - - - - - - I- _ ' - '� " " H8 TYPE q \ \ 126 LOT 128 L0T - l29 A BF=469.67 B TYPE q BFL-478.67 HB TYP BF -467.6 \ \ FF=479.67 E "A" BF=477>-67\ He TYPE "q" ' \ \ FF=$71.67 FF=4$3 67 BF=475.47\ FF=487.67 H8 TYPE A Bf="= " " HB 'E *A" " " HB -A,. FF=4T7.67 GF=469 b0 " " 487.67 HB 7YP€\ A BF=491.67 HBF 'A - - TYPE FF=4 GF=473.OQ FF=485.67 �F=477.00- \ \ \ BF;'1�5. 7 FF=49.67 BF= - BF= - 1 \ \ 489" FF --501.6 493.6 - - - - - - / GF-467.np GF==471.0 .GF=475.00 FF=49 GF-- 7 7'S -487.00\ FF=499.67 \ - GF=491.00 FF=503.67 05.6'7 \ \ 555 `V GF=`� \CZF=489.00 _ GF=493.00 GF=495.0'0 4.76:6 c� -..' \: \\ \ 84•.6'.X. .X• � 44 6 x'.85:6 490.8 926 �_J 4.6 1 / I \e /' \ e� j `1 ' ^^' ."'i• --r ` ._..._- ` .. \ \ \• \ \ \ "\-_.`__"__ -1--_ \ \ ; Ie i is ' ' e 1 ` � \ \ j' �. t � \ D i 1. ` - ` . D - •11 \'\, I 1. e v , ! / ! i _-_.. -_ ! ` _ 4 a t \ \ __ 1 , __'-_- /i ./ ' ! _ 1_-__ \ � ,' \ T iQe ,moi ! 1 \• .� moi/`.: Qo y J 1�� r i4e -? - _ ,-_,--i \ \ + _. - -- •' .----' --^- .. .. /1- -^. J II i I' , .' �>. \ -• ; \ , y `tea'. `\O _e i ••, , i / 4` 1• .__, a - a_• ..` 1 � \ .\ \ \ •\ •' \ 1 �, .1 '-_ 1 --: `7 \y 1 4i�al ',A I\ I' :\ J , \4 r,4 i-_.-- P i 4r r i. ° a 4 / J O t , \ • •1. . - 1 .' r.' . ""'1�-'-.~' - - _ .-. -• - :- . - ---- --- -- ,_,..,.� � Ste_..:... 756 4-617,6 117, / I `.,` I \ i 1 1\ + \ y j \ Il`7^' 4 y\ / ` _ e ` - i i� . _ e , i - -_ ' ' '-- _' ' __-••_ r 1 1 7 �• ` 1 , \ \ ,' � `' \ o e ` % ! ©/ ? 4 j `• J vi , IJ y e a Vv ,r _ , - `1'- ` --1---•--_-' -r--- - ..._ _ ,_--- _ \• I / ` / r � ; 1 \ _,._..1. .' V 1-.._--\-- - - \\-..i •' .` 1 \ r \ ,. 1 a -Y i „�ea ! { t Q."�1 n e , l l\ `_ -+- --1 _- r \ \ _- - -- / \ ( � 1 \ i--- `.••-__ \ ' + \ 1 ' e o �' �' 1 4 t n4 r 4 ` J '' 1 t i t i ' ' , ,,__- ' ' . ` 1 1 I \ J + ; 4 ' I --_ .:J' . `':'• ' .` '-yah'' a a +' ''l:_ 4, e „ ` �;', 471_ ° - --- -� 485'.6 1 ` 469a X� --� _�`---I---- -- 4:7°3.6 \ \ t 1- '' LOT 489,: • _._ �.__ � \ `\ � + \ \\ P/J _•491.•6 • \ 1 \ \ LOT 115 \ \ \ \ 'LOT //j _ X. ° - _ - - - S '1 wo TYPE c� L�\% ll6\\ `LOT LOT 17[2-- ----------- -- ----- - \ " 114 - LOT LOT \ \ 8�s 458.67 \\ " WO TYPE, "C" WO TYPE "C"' " //0 - %0 \ \ , \ ' -- --� �- --� \468.67 WO TYOE C" \ BF=462.61 " " •BF=466.67 WO TYPE- -G"OT /// - -LOT- l09 \ \ \ ` \ \� \ GF=468.00 BF=460:67\FF=472.67 \ \ WOE C FF=476.67 _ BF -476.67 - - ! --WO' TYPE "C" WO "C" \ ` \ 490 \ r FF=470.67\ GN472:00 BF=464.7 GF --416.00 - _ FF=486.67 WO TYPE "C- = _ _ _ _ _ -------� FF=474.67` ' ' Gf= C BF --480.67 _ W� 486,0Q _ BF= "C" `GF=470.00 ` \ \ \ •CF=474.00 478.67 FF=490.6-7 _ TYPE FF=494.67 \ \ \ \ \ \ \ \ \ ` 1 / 58.00 `\ - - - - - - _FF' =488:67 - CF=490.00 BF=482.67 - - GF=494.0p \ \ \ ` 462. \ \ .466.-00---' X - GF=488.00 - FF492.67 \ \ + \ \ 0 - - _ _ _ _ - GF -492.00 \ 1 \ 460.\00 \ 4 --_ �-� 476.00 -- ------------- 4.00- - - - \\ ` �\ -G� _ X 480.00 - 484.00 \ \ 1 _ \ \ - 478.00 _NN - 00\ - -o-----" 482.00 a__ -------- \ 1 \ -------- - - ---------- ' "' - " I \ \ \ \ \ \ \ ' ` t _ _ d \ \ \ t - ---- _ _ _ \ \ \ \ R€TAINING -WALL MAX HEIGHT - 12` ------------ -- __-- \ 460 -q --- y - ----------------------------- /, - - ---- - -- 1 \ \ 1 \ \ ' I j j \ • --`` /-�'�'I � `''1,_L-''' / 11 / /' !/ / / 1 ( l 11` ------- - - -\5 0 \ 1 � / ' NV// J EX. FOREBAY �I I I I I I I I r I I IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED 20' 0 20' I ADDRESS COUNTY COMMENTS NDG 05/30/(06 AI,TH O DESIGNED BY: PROJECT: PAVILIONS AT PANTOPS PHASE II REVISION NUMBER.- 2 UMBER.2 SITE DATA REVISED / DELETED 8 UNITS NDG 08114106 p � ENGINEERS DMJ PRELIN UNARY SITE PLAN 3 ADDRESS COUNTY COMMENTS DATED AUGUST 31,2006. NDG 09118106 O � G'� SURVEYORS DRAWN BY: ALBEMARLE COUNTY, v �T A DRAWING NUMBER: u DAN M. JENSPLANNERS NDG TITLE: �0 � �� "" h' •C�� SITE LAYOUT, H JT, GpHD IV G C-9 No. AssocuTEs REVIEWED BY: la7 M11 Ridge Road 1402 (mn6rier Plsce DM� & UTILITY PLAN WWA NUMBER: FILE NAME: DISCIPLINE: SCALE. DATE: SHEET NUMBER: Lynchburg, Va24502 Charlottesville, WA 22901 s 14NAL �CS Phone: 434.582.6175 Phone: 434.984.2700 // OF 14 NO. REVISION BY DATE NO. REVISION BY DATE www.wwassociates.net 205143.00 5143c09.dgn CIVIL 1" =,2(Y 04/24006 FILE: WACadd\205143\5143c10.dgn LANDSCAPE TABLE CALCULATIONS J COVERAGE AT 10 YEARS Jam__ / \ a BOTANICAL/COMMON NAMES SYMBOL SIZE QTY. ROOT SPACING REMARKS UNIT TOTAL DECIDUOUS TREES (COMMON NAME/BOTANICAL NAME) T-1 WASHIGTON HAWTHORN (ORNAMENTAL) 1 1/2" 12 B&B SEE PLAN -- 275 SF 3300 SF CRATEGUS PHAENOPYRUM CAL. T\ \ \ T-2 SOUTHERN CATALPA (ORNAMENTAL) 1 1/" 10 B&B SEE PLAN -- .308 SF 3080 SF / CATALPA BIGNOIDES CAL, T-3 GREEN ASH (LARGE) 21/2 60 B&B SEE PLAN 604 SF 36,240 SF FRAXINUS PENNSYLVANICA CAL. T-4 AMERICAN PLANE TREE (LARGE) 21/2 96 B&B SEE PLAN -- 1253 SF 120,288 SF I _ ` ♦ - �/ �' . `j\EI `\ \\ \\\ PLATANUS OCCIDENTALIS CAL. T-5 GOLDEN WEEPING WILLOW (LARGE)/ 21/2 63 B&B SEE PLAN -- 907 SF 57,141 SF SALIX ALBA CAL. ,6 ° / \ '\r / /\\ 1 I ( TOTAL 241 TOTAL 220,049 SF zz CONIFEROUS TREES (COMMON NAME/BOTANICAL NAME) JrY\ T-6 EASTERN RED CEDAR (SCREENING) 4"-5" 89 B&B SEE PLAN -- 16 SF 1424 SF JUNIPER VIRGINIANA. CAL. TOTAL 89 TOTAL 1424 SF ------------------- _ _ '~ter \ 't � ,} , � � , ,:!'.:f:i .''F .. �'v'nv� r � `\,♦ o ' \ / ''\ 1 ! 4arm° '�-•:1'.': .../ �. / , , \ / / °oma iV / \\\ayl ♦♦\ r I / / I �/ \\ /1 `\ `\ \ \\ i t 1 I �\ 1 r rl / f ''7:'. .•. +,dQ' .;' _ klmmm O / / ' '`.\/ / o` / ; � / / / ,/ l _ t \ / / 01 O 3\\:. \ �' \ ♦ / // , / �a / r _ � ` LANDSCAPE CALCULATIONS \Nx / ' ° ' PHASE I AREA = 31,69 AC / TOTAL CANOPY REQUIRED - 6.34 AC J; , TOTAL CANOPY PROVIDED = 7.13 AC �� r' , EXCESS CANOPY = 0,79 AC, / / , , / , /_ ♦, � ` I f _ -. .'.':'• -.• ::'�•- :., ,/ °fix a' ' / 1 / �4� '- I a ': �r:'••� ; _ / , : ;� � ,� • \ - , ,' - ; ;�- 'SIGHT - / ' PHASE II GROSS AREA 25x80 AC ur DEDUCTED AREAS; ENT 3.15 AC NT AREA WITHIN SWM(®AC L T�YE #1 = 148 AC / / , / / I I 1 1 I arm ::• %. JD ,i1 ( / '� ° _-*' /,i'` -',' ':r ,' y AREA WITHIN RECREATIONAL FA-ILITIES = 0,57 AC TOTAL DEDUCTED AREAS = 5.20 A' �'\, t �'� ' ' ' ' II , ' ���o ;o I :.:i•:'- , �'- :'.1::. •:'; •: /a tlm� , o / r, / , � �- ° � _ EXISTING TREES TO BE MAINTAINED: .� TREE CANOPY TO BE PRESERVED = 1.47 AC = r EXISTING CANOPY MULTIPLIER (1,47X1,25) 184 AC TOTAL EXISTING CANOPY CREDIT (0,79 + 1.84) = 2,63 AC � � \ . � ! � I 1 + 08" c� m - .E�''''i•' I f m�'w� 1 �' , a / � , / / � �� _ � i � J \ � ` � \ �\ \\ 1 i 0 } \ � t 1 \ �a,p� � • f•I,•: f::' I • ; / / / � ` ♦ � ° J / l�Q \ ' " \ \ \ II, ! � ' 5' ` NET PAVILI❑NS PHASE 11 AREA REQUIRING PLANTING+ (TOTAL AREA - DEDUCTED AREAS - EXISTING CANOPY CREDIT) = 17.97 AC � � e \ \\ \ 1 � 1 1 \ �Tm�' � \ :;.: `..., -•:1: . ' . \ '. •: 1`...1'.''. oma � � I / ! ! 1 � � / ' ' ° \V ♦ \ I 1 \ \am cel i44.,•.ti nnnN m ._,yl rl Ilr /11<.� 1lil'f /o / 7; aRo Q / ♦' /,'°' oi' �' y —�` /,. TOTAL CANOPY REQUIRED 0.20 X 17.97 AC, 3,59 AC, (156,380 SF) � � � \ � \ �.%\" �r otJ' I 1 1' :'�:'• J 1 / ( a � f 1 n tb _ o\ \ � � � � ~ `\\\ \ `\\ \ \ ` i I ' } Ilio O , :',•:1;;;.'.;1 1 (1 ,ll J 1 – l r , '-:% / ♦♦ , . i o /o \ – _ – ..-' \ � � r j f t.�l� 'r: ••} , r 1 1 w'^ , � `°� ,,: ::': .;•,.•,•,, �\,,\ � � � `_ �` \ TOTAL CANOPY PR❑VIDEO 5.08 AC (221,473 SF) / r / _ \ ✓''` PARKIING LOT LANDSCAPING REQUIRED 39 SURFACE PARKING SPACES/10 = 4 TREES REQUIRED 7 PARKING LOT AREA = 5994 S,F, -- \ \� ;} s j , , / f /// ' o,..,,,; ._ •::; '; \ iv 1 1 / 1 , , / titi o / °\� ° / PARKING LOT LANDSCAPING REQUIRED -0,05 X 5994 S,F, = 300 S,F, \ \ \ \ \ Ips .. 1 // , \ ..:: -z 1 '� r ! 1���+ �• / — @ 50 S,F,/TR'EE=6TREES \ \ It } / r r ' • .; : :: r , _ t 1 1 1 0 -/® } 1 \ ♦ I a::. f,'•. 1, , 1 \ ° - - PARKING LOT LANDSCAPING PROVIDED = 14 �/� \ \ \\ `\ \ \ � \ \ \ \ °�\` 1 1 / /// , ,/ r \' •.,.,,.'• •;1 q,,�• e � I 1 / l 1' t \ \ .:j..,�.� .' I 'v'a•'�9 y �o °o , \ d' /�y// -10 \ \ \ \ ` � \ i C /i o>, ..' 1. , _ I I 1 L -!- , _ • e • 1 c," °s�Z� �Q' � \ 1 \•.. / � °� � \ \ \ \ \ \ l – – � / s°fib°owe., ?'�`�:•:.. \ , \ �- 1.' '.1. . •. : j + o ° ! cP �' % n � � \ \ � \ \ \ \ \ \ 6,.. `" �j / / / / as.> ,/ ''..J_ 1 _ 1-` L\ \ _ • 'fo.' '' :::\ - �sF' s ss ,`, I j � V � ` \ \\ � \\ `� �--- rte: /�,( / / <O], ,,..• /•'. .�...X• r `\ `- , \ �' _ '`,\�...1 1 sols �i,�<O], �°o\� /% / °oo°raF \ 1 \ a' ea ss /� '° NOTES: , '- .o -'r`" :' • r:• \ •: 'Y\ :; '• o do � j�'�/, 1, STREET TREES IN COMPLIANCE WITH THE ALBEMARLE COUNTY CODE SHALL BE PROVIDED ALONG \STANCE"\�' \ °s°:o�s�� 1 ` �9 \::, ::'�...:; THE ROLKIN ROAD AND VER❑NA DRIVE FRONTAGE AND WILL BE SHOWN ON THE FINAL SITE PLAN. Y�l�,s , �• •. sJ�'��o°.•.:.\-. G 2, TREES SHALL BE PLANTED IN THE LANDSCAPE STRIP BETWEEN TIERED RETAINING WALLS AND A MENT - _ V WILL BE SHOWN ON THE FINAL SITE PLAN, \ < i a.. �j SAN '` \ \ � � ♦ \ / 1 \ •. \ Js�°och i I } \ 1 I I / / / /' ! i – ♦ \ ` \ \ / I °e / e j', i r \ °♦ , , + 1 1 1 ! !l i / ` � � e ..l e \03•r /� , ' ,' � \ \ \,°\(, J t `;.'. :'' \I j f I / MAT CHLI NE - SEE SHEET 13 IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED 50' 0 50` I ADDRESS COUNTY COMMENTS NDG 05/30/06 o DESIGNED BY: PROJECT: PAVILIONS AT PANTOPS PHASE II REVISION NUMBER: 2 SITE DATA REVISED / DELETED 8 UNITS NDG 08//4/06 p ' = ENGINEERS DMJ PRELIMINARY SITE PLAN 3 3 ADDRESS COUNTY COMMENTS DATED AUGUST 3/,2006. NDG 09/18/06 C' SURVEYORS DRAWN BY: ALBE11r1ARLE COUNTY VA O NDG TITLE: , DRAWING NUMBER. U DA M. dENSEN � PLANNERS BY: No. n 84 AssoASSOCIATESREVIEWED B LANDSCAPE PLAN C-// 147 Mill Ridge Road 1402 Greenbrier Place SHEET NUMBER: Lynchbwg,va24502 charlottesville,VA22901 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE. / e --jPhone: 434.582.6175 Phone: 434.984.2700 205/43.00 5/43clO.d " - l2 OF 14 NO. REVISION BY DATE N0, REVISION BY DATE www.wwassociafes.net 9n CIV�L l -'S0 04/24/06 t- ILL: WAG0dd\ZU5/4.5\5143G10,dgn MAT CMLINE - SEE SKEET 12 ! t it 1 :' , ...... �v\-r r \ \ \ \ \ t --� r .�•�. �- r .��..o .... -tom- -2•�-�..-`Y- . . / /�^-`� — s rTri /-�—�'' i /err^ \ �"� = , . - .'.) ,1 000 P/ j� , ,•,,1..:'•,• ' '_:---~'" , r�-r-'T'"'�. �.._"' y'_.•-�'-�:.i :---�" "r -q \. �_ ..iif � /'! ' ' � -till ' !''. � J / :S' 1 'fir ,�''` -�-'^� ' ..--"""'�."�_--a---"�"-'� - ` \ \ � \ \ \\ \`. \ \ \ \ 1 I Y � I 1 \ \ \ \ \ \ • }, u / 1 O � s"". c • ' '�-`� =, �s �^-' - 'J-'tg`5.8 .- .--- "'-- - -- - .. - \ \ \ \ ♦ \ \ \\ \ \ \ \ t � 1 1 � I \ \ l `\ 5 '.'\ ` o-- / °;. / y -.�-: -. ,.�__,�- .(' l• ,i - - .l1 /�! (� ! / I / I / / % f \ \ \ •• \• \ \ \Q \ � ♦\ \ 1 I t ! 1 � $� a 1 t ' :1 :-• �', / �l �,'%' A -f/1 /moi- --�--.._�;/ � b� J J I ! ! 1 I ! r , , -• .- / ' .J " \ \� \ \ \ \ \\ �` ` \ \ \ \ \�a \ \-. � \ \ r t i } � 0 1 t �\ / v \ IN N / m J . °i. / yi / ! !' .�.:;..�. 7..6;5 ` :-� . gym ! f, d ! , / ✓ , / / / J _ .- - \� \ \ \ \ \ \ ♦ \ \ \ \. \ \ \ \ \ \-• ' / f 1 ,., -\:j-, . 'n. ry •; 1 �., ..: - r\\ ! / , ! / ✓ / ' / f -_ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \`.\. \ \\ \ \\ - / r ! �� l , 1 - .L •-�'n / d / / f Amo -:'\ u r N ( / / \ \ \ '- .! AN \ \ ! \ ! 1 l \ \ t ) v � \ 1 � •t' - It� 1 ! maoo f` i _ A ' / / 7 / / / / / / /' -.. -! bCj-- /i I - ------ '----"---A.._.,_ '.`a;A I it 1 , ';ij•,•'' :'.i ._: •. / 8vvc; /A /1 / / / / / ! - ` \ \ \ \ \\ \I I 1 n t r \ \ J - \ c 9. 1 / / / \ \ i u / - ,1 (J $ I \ • 1 'a m Tm ` 1 — t+ aa oo l: 1 L�Om VJ i ,I'•. RAR / / / / - \ \ \ \ \ \ \ / 9 \ I I \ \ 5 to - -�• U 1 I 1 ) m tri ! . '.t �\ ' j'� � / / I / I I / ! / ! ! / , Q� \ ` \ \ .. \ ^- �` ` � \ \ \ \ \ \ \ \ \ \ 'G \ \ .tic`, , � d�,"� 6\ 6. y � I � ' •a - ` \ L a a+l � \ _ w 1 T / 4 i 1 u ! y 1 / o } l i t ,� ! .:.,� 1'':•.:�;.:1:1~::_::a.• gam° ! ! / / ! ! ! - \ \ .,\ \ .- :, �� / \ / N.\ \ 1 / o / s / _ N. ---- . t ( 1 � 1 ,I / 1•'' _ '�-v a ,6 N/ f I I I / ! ! ,._--- — --- � \ .. \ \ \ \ \ \ \ \ \ \ ,. �\ \ \ \ \ ,�0� '\� '/i:. \`. NN $- _ I f 1 / 1 .\... �.; :t• �`:nNi� / � ' ry+ / / I / / / / ! / ! 1 / ' _- / \ \ \ \ o \ \ � \ \ \ \� \ �\ \ \ \ , \ \ \ \ \ �c.�ny '�o / 1 � ���'� 1.1 .'i :'� o°i`�iri 1 ! / ! ! \ \ \ \� ♦ ' \. \ \ \ i, \ \ L`t.oia`� '\ 1 RA I / \ 1 / \ 1 � / ✓MVV t i 1 1 {{ , / J _ \ \ . \ \• \ .. : \ : :.'.:':/.'',' / m 1 / / / O 1 1 ' / 6 __. •• r _f 1 1 ! � 1 .R AN � U ! J i I J / ! r \ � \ \ \ \ ( \ \ \ \\ , \ \'L ��'\ ':\-•% / `// ;•.� _IGHT Ly 1- tYa6/ ✓ / \ \ Ir AI 11 CE - •� 1 i 1 1 �'- a y - � � 4 I I ! , � �� _ �- c \ �:' _ -:/ t /A r _ r � 1 1 ��,' r t - ---,-- I r ! � / ! / ) � \ -fie / \ • / i 1 . - mm/ \ S \ I 1 � - _ •%.'.:•.. \� _ •'.\•:vim.,. - owed, c�, / / 1 / 1 T : . / I I -.J.: y� =" roy ) � t \3�r.(\i I I I 1 t I 1 1 `�'� •:'�•.. ...\ \\ � cid �::�j/:,:•� 1 fI 1 �--,_\,, , Y•0..:-. ��� sic,\ F 9 \ O !. F -..._. � 1 %: / r >/ J ! J1.= '1 / F�•..-, •�-• .,\ `\ J 1 t I I t t �i. \ _ ` \ / \\ :�'• fi, pry /� / ':'(•' f1':'' � �. `:' \ x �1 �, I t / \ \ '��c+�.. \ \ -^ '- _ ••ice • / o yN � /i\ / Y.' ^• in A@e � h ,t I / / � r � / ' / \ �\ \ _ _ _ � ., / �`\� /� ! / veyn.b O / -.1.:':j: '••'' \ NroNy� O y / _ %'.' \ i ¢ / / !'�'°�� / I - / .;'•%.:;.. ''•4'',:1.'•:.. \180,"' \i` / w / .. J/ / � / �dlR�� I / - l I •� N<nuws?m /\ t \ 1 It ( I / l,. ! /, ! , / r � � \ "�• iJ: tr / / ° tiD / O :,(:' moo, �' \\/ w / -// � ! / / //, / ^. •.o' _ ••/ / / a`°m/ \// ! :'J' vim, x e 1 / � \ ' \ / 8 v :•/ s t ! 0 tr t . '` \ / y s � � / j°�' f �� A� ^! � •%.' •...i, \ °ao�,va \/ w ..- -„ ,� t j1f� 1 (1 `r / 1 1 1 ' / yy r / Awwax� O/ '/: a ur'� >\ \ '�••/ \ \t r / t° J � � \ , tr ( l I.,vp(�T Ao-'.:/•:' .; ,% oss - 4Ao • \' 1 ! - � 1 1 / 1 1 / � r`t i 6 / " *uio n / .:.(,..;. .. I "t'7 /\ / _�♦ /// J/ / ' - \ Jr! r 1 � �uN�.Y !\O .•. /''•.'��J �r7ro y a •- '' a\i !T'` 1 // 1 J! l / 11 .l - J l 4/t pit y • f..:';;.': :` :� / / ///' \ T--5 Try if n ch I ADDRESS COUNTY COMMENTS. NDG 05/30/05 H 2 SITE DATA REVISED / DELETED 8 UNITS NDG 08/14/06 o 3 ADDRESS COUNTY COMMENTS DATED AUGUST 3/,2006, NDG 09//8/06 o DAVID M. JWEN No. Ito 4 REVISION t-// k: W:\Uodd\LIu�)t4s514,5CIL.dgn BY I DATE I NO. REVISION % o - N, / \ al / o \ /\ -': i°,,°' aye- � �„}•r ( o / / / ( \I \` \ / If , } I / \ /1 a a°s� t t'•:. .'' - / X "•� a�♦.,y��F\ � • ss '.o \� \ \ \ \ 1 i � / � � ! I°s�o�?$c, Y �,• .,� °SS��s'b.,q !O \moo \ o � �` \ \ ' � / �`\ / � 1 d' is •.: i-4,. � @� • r ,o- \ I Oft :''l',',''..;• .,, „ \ °s/a �-� m \ \ \ \ ,\ \ \ 1 / / t o t / �°'�b 1 , '-::[.. :'•.y'.: '_'., \ ' os°S�gF W'\ \ \ �\ \ \ \ , 1 \ / l 1 ? •ayoo @ \ \ \ \ \ i 1 o . s. 1 I \\ \ l � \ \ `rsa$s�oo0. ` T J-_•' \ ss?�@s'�' !O� \ ` �' \ \ \ t \ \ 1 v. 1 \ t 1 \ \ \ / ` \ � \ , \ \ �C° \ � .. '(.'• @J 6,6,x,9 y �� \ , \ , t I 1 i I\ \ S \ t 1\ \ \ ys \ �\ \\ \ \' `ass \ _ _ •'':\ :a'': o . \ \ I t t I I t \ 1 \ N. _ �s`��- : - \ °. • - `� S9F \C� \ \ ./}� h ���'. _ �\.,..�:: •:F'.'. I I i I 1 ° t $' -. o esssos` O� .\..•_ •:.(\..1, o. •, \ °�°'%aF, °I'v' � \ � `` \.s�� \ H- •� �::1.. -:. _ �`JPsd�,. o ti J,/O ! `� t ' { I / 1 ' \°sr�sb - \ s, \ \ \.T° / �:�.}o-:`.�.'� .:F:•t +�@9...0l�'! 1 t \ 4 o i / 1 1 1\ I t '•.\ ,00� `• s �'\ \ -oo \ e�°s'�a � � \'.',..t... ! c4'�s�, � � d 1 t / , l F. I a6�, \\'�:• t 1 I\ t \r 1 l �;.:\:\. es\irF Q `. � r � t tso 1 t T / \ ''•'�',,.. :/'•: c+@"�°yea �' f t i ( CT) i @ 1 ,S s � \ - c-. F @• t O \ 0 1 •\ ! �0 1 l l ri_ l 1 � o \ o t �s �, t \ I } 1 e� '•'ir'�:� .' t` .': �\:�: �..'' t° s 3 �S� I 1 1 \ , ` l \ \ • \ �.essP S I �\ 'iS•� \ ::�.'•.•.: .':1•`�.\:'' ,eJ,@pF • t I t \ , • ``'� \ ° $s s } i \ \ �o .'-l:.'..�:; . ':1'.!-(\ 1 \ �1_ '•... .\:': _ � \`gym.@� \ ° /,w - l / \ I w I \ _ B 4 `o s a t \ F 0 1 I \ s 1 o I rs ! 1 / � I a I 11 �.: j:,:`'. \. .\-•. �9 � \ \ �' •••.X :...'.: ' .,` t, 1 1 -'. �? �::t•�-•'' 1 1 $ �o � t\ \ \ l t t + ! , t t\ 1 •-:\:;. �ss�,pF `sj \ '-{\:'•.'l:'- _-% \ <- 4 .:.P •.. - `' . 1 °B-�s�.oFt 6�. * s@ \ \ o i \ i 1 1 t i \I t i i t O Is @�s• I 1 - ° I 0 c ! I •.•r o 1 \ t , ° I \ \ $ \ \ •'r' f 1 1, 1 c i '•tel' \ N\1 \ 1 ° :. •� ,'�' �� F,koo .' ``C: �: r:: �''�.-- f, . e°sssa`�+ � `'� \ '. \ \1 \ \ e fies`dAF\ S / �}.''�,' o } , 4 I l t 1 , �oF � `. r•s_.. -:\ so 2• T \ `\ \ t � ��s�4R \ ! . r. 1.'' / � t i •.'d�. _ �es�F, .G \ `�c• I a 6' / I J J , �\ o f � I t t i 1 �,� /'foo `•\ °sS.Fr ,v, I'\ \\ t i°o j @"Fos1' 1 CO ! ,/-: I J / ! / �+ / 1 1 1. \ \ , i + 1 , / �s�a1 :/'•. �/;/ :/:': o , / 1, i i 1•. I 1 p / D� PoF � °qy. . •..� O $ ' \\ �\ ��� O / / / / of { ! s y 1 f• / h t o � I Nk 4 r ! J i / � 1 I I i A y' 1 1 / / L ! / e �1I r ! J -.0 o f/' 3 J � y s / I 1 r ,• o s e , -P ! . 1 / S k / / i° a q / ' / 9,0,-- /\ J,s�•re moo, _ ! -m `% % t \ % ' ''' -( r I t c I ' r 0 s� O 0 09 yA ©i,-.�.�.', ._,. J •., 1./ iso{,y m -.- J -' -- .'_ f• / r ! l r P I �' � > -e mss, / r ri'' ! ✓ /� -� - - - - - /'' ,/ / (`\ /��J�/ -- \ � � ,c�es�z tis � . ^ �•('1 " � � � :. -- '- i S@}' ® •te.'• ..j,.'.' / / / \ ' 1 (t` _ _ _ mil - v ' —5 T_4 T_ ENGINEEyRS SURVEYORS PLANNERS ASSOCIATES 147 Will Ridge Road 1402 Greenbrier Pllace Lywhbiug, Va 24502 Charlottesville, VA 212901 Phone: 434.582.6175 Phone: 434.984.27700 www.wwaswiates.net DESIGNED 8Y: PROJECT: P DIVJ DRAWN BY: NDG TITLE: REVIEWED BY: DMJ WWA NUMBER: FILE NAME: 205/43.00 5/43CII.dgn iF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED 50' 0 50' UIONS AT PANTOPS PHASE II REVISION NUMBER: PRELIMINARY SITE PLAN 3 ALBEMARLE COUNTY, VA DRAWING NUMBER: LANDSCAPE PLAN C-12 DISCIPLINE: SCALE: DATE: _ SHEET NUMBER: CIVIL I" = -50' 04/24/06 /3 OF 14 MISCELLANEOUS NOTES 1. BASED ON GRAPHIC DETERMINATION, THIS PROPERTY LIES IN ZONE "C" ON FEMA FIRM MAP 510006 0125 B, DATED 12/16/80. 2. THIS PROPERTY IS SERVED BY PUBLIC WATER AND SEWER THROUGH ALBEMARLE COUNTY SERVICE AUTHORITY. 3. THE CONTRACTOR SHALL VERIFY ALL UTILITY INFORMATION PRIOR TO CONSTRUCTION TO INCLUDE TYPE AND SIZE OF PiPE AND SERVICES TO HiS OWN SATISFACTION. GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLAN AND WHERE SHOWN, ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. 4. THE CONTRATOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILLITY" (1-800-552-7001). 5. ALL WATER AND SEWER PiPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER MEASURED FROM THE TOP OF THE PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 6. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 7. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT' FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 8. BACKFLOW PREVENTION REQUIRED. GENERAL UTILITY NOTES 1. CONTACT MISS UTILITY AT 1-800-552-7001 48 HOURS PRIOR TO ANY GRADING OR DIGGING TO HAVE UNDERGROUND UTILITIES MARKED. THE CONTRACTOR SHALL VERIFY ALL UTILITY INFORMATION PRIOR TO CONSTRUCTION TO INCLUDE TYPE AND SIZE OF PIPE AND SERVICES TO HIS OWN SATISFACTION. 2. ALL EXISTING UTILITIES SHOWN ON THIS PLAN HAVE BEEN TAKEN FROM AVAILABLE RECORDS. THE CONTRACTOR IS REQUIRED TO DIG TEST PITS IN ADVANCE OF TRENCHING IN ORDER TO DETERMINE THE EXACT LOCATION AND ELEVATION AT CROSSINGS. IF A CONFLICT IS, DISCOVERED, NOTIFY WW ASSOCIATES AT (434) 984-2700. PRIOR TO BEGINNING INSTALLATION OF UTILITIES, CONTRACTOR SHALL VERIFY INVERTS AT ALL CONNECTIONS WITH EXISTING UTILITIES PRiOR TO PURCHASING OR ORDERING ANY PRECAST STRUCTURES. 3. ALL HYDRANT LOCATIONS TO BE APPROVED BY THE ALBEMARLE COUNTY FIRE MARSHAL PRiOR TO FINAL APPROVAL BY THE COUNTY AND ARE TO BE INSTALLED ACCORDING TO COUNTY STANDARDS. 4. ALL BLASTING REQUIREMENTS TO INSTALL UTILITIES SHALL REQUIRE A PERMIT AND SHALL BE PERFORMED IN ACCORDANCE WITH THE ALBEMARLE COUNTY STANDARDS AND THE PROJECT SPECIFICATIONS. 5. ALL STORM SEWER SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT SPECIFICATIONS SECTION 302 AND SECTION 240 AND AS SPECIFIED ON THE DRAWINGS, 6. THE CONTRACTOR IS REQUIRED TO PERFORM ALL TESTS REQUIRED BY THE COUNTY OR ALBEMARLE COUNTY SERVICE AUTHORITY TO SECURE ACCEPTANCE OF ALL UTILITIES. 7. ALL CONCRETE USED IN UTILITY CONSTRUCTION SHALL BE 4000 PSI CONCRETE IN ACCORDANCE WITH VDOT SPECIFICATION SECTION 219. 8. NO PLANTINGS OR ERECTION OF OTHER OBSTRUCTIONS SHALL BE MADE WITHIN FOUR FEET OF ANY FIRE HYDRANT. 9. ALL HYDRANT BRANCHES SHALL HAVE A MINIMUM COVER OF 3.0'. 10. ALL UTILITIES TO BE PLACED UNDER EXISTING COUNTY STREETS MUST BE BORED OR JACKED UNLESS SPECIFICALLY APPROVED OTHERWISE OR NOTED ON THE PLANS. 11. WATER METERS SHALL BE LOCATED IN AN ACCESSIBLE LOCATION AND SHALL NOT BE INSTALLED UNDER EXISTING PiPING OR CLOSE TO OTHER FACILITIES. 12. FOR UTILITIES INSTALLED UNDER ROADWAYS AND/OR EASEMENTS PLANNED FOR FUTURE ROADWAYS, BACKFILL SHALL BE COMPACTED TO NOT LESS THAN 95% OF MAXIMUM DENSITY; IN ACCORDANCE WITH VDOT SPECIFICATIONS, SECTIONS 523.03, 302, 303.10, AND 200.02. 13. WATER AND SEWER UTILITY CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH ALBEMARLE COUNTY SERVICE AUTHORITY WATER AND SEWER CONSTRUCTION SPECIFICATIONS. 14. A 10 FOOT HORIZONTAL SEPARATION SHALL BE MAINTAINED UNLESS OTHERWISE SPECIFIED BETWEEN ALL WATER LINES AND SANITARY SEWER LiNES IN ACCORDANCE WITH STATE HEALTH DEPT. STANDARDS. GENERAL NOTES 1. AREAS ON WHICH FILL iS TO BE PLACED SHALL BE CLEARED, GRUBBED, AND STRIPPED OF TOPSOIL. SOIL MATERIALS SHALL BE FREE OF DEBRIS, ROOTS, WOOD, SCRAP MATERIAL, VEGETATION, REFUSE, SOFT UNSOUND PARTICLES, AND FROZEN DELETERIOUS OR OBJECTION& MATERIALS. THE MAXIMUM PARTICLE DIAMETER SHALL BE ONE-HALF THE LIFT THICKNESS. COMMON FILL MATERIAL SHALL BE UNCLASSIFIED SOIL MATERIAL WITH THE CHARACTERISTICS REQUIRED TO COMPACT TO THE SOIL DENSITY SPECIFIED FOR THE INTEDED LOCATION. BACKFILL AND FILL MATERIAL: ASTM D 2487, CLASSIFICATION GW, GP, GM, GC, SW, SP, SM, SC WITH A MAXIMUM ASTM D4318 LIQUID LIMIT OF 35, MAXIMUM ASTM D 4318 PLASTICITY INDEX OF 12, AND MAXIMUM OF 25 PERCENT BY WEIGHT PASSING ASTM D 1140, NO. 200 SIEVE. SELECT MATERIAL: ASTM D 2487, CLASSIFICATION GW, GP, SW, SP WITH A MAXIMUM OF 10 PERCENT BY WEIGHT PASSING ASTM D 1140, NO. 200 SIEVE. I ADDRESS COUNTY COMMENTS. 2 SITE DATA REVISED / DELETED 8 UNITS 3 ADDRESS COUNTY COMMENTS DATED AUGUST 31,2006. NDG 05/30/06 NDG 08//4/06 NOG 09/I8/06 NO. I REVISION BY j DATE ( N0. LE: WACadd\205I24\5124Cl2.dan GENERAL NOTES 2. USE SELECT MATERIAL UNDER BUILDINGS AND STRUCTURES; USE FILL AND BACKFILL MATERIAL UNDER PARKING AREAS, ROADS, SIDEWALKS, AND OTHER CONCRETE AND PAVED SURFACES; USE COMMON FILL MATERIAL FOR GENERAL SITE GRADING. PLACE MATERIAL IN MAXIMUM 6" LIFTS. 3. COMPACT LAYERS OF FILL TO 95 PERCENT BY ASTM D 698 BENEATH PAVEMENTS AND WALKS, INCLUDING AREAS THAT MAY BE USED FOR FUTURE CONSTRUCTION. IN OTHER UNPAVED AREAS, COMPACT TO 90 PERCENT BY ASTM D 698. IF THE DENSITY OF THE ADJACENT SOIL IS MORE THAN THE DENSITY SPECIFIED, THEN COMPACT TO A DENSITY NOT LESS THAN THE DENSITY OF THE ADJACENT SOIL. 4. THE STRUCTURE TOPS ARE TO BE SET AFTER FINE GRADING IS FINISHED TO AVOID UNNECESSARY ADJUSTING, 5. ALL FINISHED GRADING, SEEDING AND SODDING SHALL BE DONE IN SUCH A MANNER TO PRECLUDE THE PONDING OF THE WATER ON THE SITE, PARTICULARLY ADJACENT TO THE BUILDINGS OR STORM INLETS. 6. ALL STREETS OUTSIDE PUBLIC RIGHTS-OF-WAY ARE TO BE PRIVATELY OWNED AND MAINTAINED. 7. CONTRACTOR iS TO VERIFY THAT ALL UTILITIES I.E., WATER, SEWER GAS, ELECTRIC, TELEPHONE, CABLE, ETC., ARE IN PLACE PRIOR TO CONSTRUCTION OF SUBBASE AND/OR PAVING. 8. PROPOSED UNDERGROUND UTILITIES SUCH AS ELECTRIC, TELEPHONE, CABLE AND GAS WHICH SERVE THIS FACILITY SHALL BE LOCATED WITH A MINIMUM 5 FOOT SEPARATION FROM PUBLIC WATER MAINS AND SANITARY SEWER. 9. CUT AND PATCH WORK IN EXISTING PUBLIC STREETS MUST BE PERFORMED IN ACCORDANCE WITH VDOT AND ALBEMARLE COUNTY STANDARDS AND SPECIFICATIONS. 10. ALL PIPES SHOWN AS RCP ON PLANS SHALL BE REINFORCED CONCRETE PIPE CONFORMING TO ASTM C-76, UNLESS INDICATED OTHERWISE ON PLANS. 11. ALL CONSTRUCTION SHALL COMPLY WITH OSHA SAFETY STANDARD FOR EXCAVATION 1926 PART P AND OTHER APPLICABLE OSHA REQUIREMENTS. 12. TO THE BEST OF OUR BELIEF AND KNOWLEDGE, THERE ARE NO KNOWN GRAVE SITES ON THE SUBJECT PROPERTY. 13. THESE PLANS AND PROFILES AND ALL THE NEW CONSTRUCTION WITH THIS PLAN SHALL BE IN ACCORDANCE WITH THE CURRENT APPROVED ALBEMARLE COUNTY SERVICE AUTHORITY'S GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, ANY AMENDMENTS THEREOF AND THE STANDARDS AND SPECIFICATIONS OF VDOT. 14. PLANTINGS WILL BE PROVIDED WITH MINOR ADJUSTMENTS IN THE FIELD TO ELIMINATE CONFLICTS WITH OTHER STRUCTURAL FEATURES. COORDINATION NOTES 1. THE CONTRACTOR IS REQUIRED TO OBTAIN ANY/ALL PERMITS REQUIRED FOR CONSTRUCTION OF THESE PLANS. 2. ANY TIME WORK IS PERFORMED OFF-SITE OR WITHIN AN EXISTING EASEMENT, THE CONTRACTOR IS TO NOTIFY THE HOLDER OF SAID EASEMENT AS TO THE NATURE OF PROPOSED WORK, AND TO FOLLOW ANY GUIDELINES OR STANDARDS WHICH ARE ASSOCIATED WITH OR REFERENCED IN THE RECORDED EASEMENT, 3. THE CONTRACTOR IS TO CHECK THAT ALL EASEMENTS, LETTERS OF PERMISSION, ETC. ARE RECORDED/OBTAINED PRIOR TO THE START OF ANY CONSTRUCTION. 4. THE CONTRACTOR IS TO VERIFY THAT THE RELOCATION OF ALL EXISTING UTILITIES IN CONFLICT WITH PROPOSED WORK HAS BEEN COMPLETED, INCLUDING UTILITY POLES. ROADWAY CONSTRUCTION NOTES 1. ALL EXISTING UTILITIES WILL BE ADJUSTED TO GRADE BY THE CONTRACTOR. 2. STABLE SUBGRADE IS DEFINED AS THAT SOLID, UNDISTURBED EARTH CAPABLE OF SUPPORTING STREET LOADING WITHOUT DAMAGING SETTLEMENT AS DETERMINED BY THE ENGINEER. 3. WHERE UNSTABLE SUBGRADE IS ENCOUNTERED, IT SHALL BE MADE STABLE BY COMPACTION OR REPLACEMENT AS REQUIRED. 4. ALL CONCRETE SHALL BE CLASS "A3" UNLESS SPECIFIED OTHERWISE. 5. ALL BITUMINOUS SURFACE TO BE TYPE SM -9.5A (VDOT) UNLESS SPECIFIED OTHERWISE. 6. ALL BITUMINOUS BINDER OR BASE COURSES TO BE TYPE BM -25.0 (VDOT) UNLESS OTHERWISE SPECIFIED BY THE ENGINEER AND SHOWN ON APPROVED PLANS. 7. ALL DETAILS OF PAVING ARE SUBJECT TO FINAL APPROVAL BY THE ALBEMARLE COUNTY ENG. DEPT, AND SHALL BE NOTED ON THE FINAL PLANS AND PERMITS. 8. CONTRACTOR TO GRIND OR MILL EXISTING PAVEMENT AS REQUIRED TO OVERLAY EXISTING PAVEMENT AND TO INDUCE REQUIRED CROSS -SLOPE. PROVIDE HEEL CUT AND SMOOTH FINISH SURFACE BETWEEN LIMIT OF OVERLAY AND EXISTING PAVEMENT SURFACE. 9. A SMOOTH GRADE SHALL BE MAINTAINED FROM THE CENTERLINE OF THE EXISTING ROAD TO THE PROPOSED EDGE OF PAVEMENT TO PRECLUDE THE FORMING OF FALSE GUTTERS AND/OR THE PONDING OF ANY WATER IN THE ROADWAY. 10. PAINT FOR PAVEMENT MARKINGS SHALL BE TRAFFIC LANE MARKING PAINT, FACTORY MIXED, QUICK -DRYING, AND NON-BLEEDING. PAINT SHALL MEET REQUIREMENTS OF VDOT, ROAD BRIDGE SPECIFICATIONS, SECTION 231. 11. HANDICAP RAMPS SHALL HAVE EXPOSED AGGREGATE DETECTABLE WARNING FINISH, IN ACCORDANCE WITH VDOT STANDARD CG -12A, RAMPS SHALL NOT EXCEED A MAXIMUM SLOPE OF 12:1. 12, ALL UTILITIES, INCLUDING ALL POLES, NECESSARY TO BE RELOCATED SHALL BE AT THE DEVELOPER'S EXPENSE, PRIOR TO CONSTRUCTION. REVISION I BY I DATE ROADWAY CONSTRUCTION NOTES 13. ALL R/W DEDICATED TO PUBLIC USE SHALL BE CLEAR AND UNENCUMBERED. THE COUNTY/CITY SHALL OBTAIN A PERMIT FOR ALL SIDEWALKS WITHIN THE R/W THAT ARE NOT PRIVATELY MAINTAINED. 14. SIGNS & PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH VDOT STANDARDS. SITE PLAN NOTES 1. ALL CONSTRUCTION SHALL CONFORM TO ALBEMARLE COUNTY AND VIRGINIA DEPARTMENT OF TRANSPORTATION STANDARDS AND SPECIFICATIONS. 2. CONTRACTOR TO VERIFY FIELD CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND NOTIFY OWNER AND ENGINEER IMMEDIATELY OF ANY DISCREPANCIES BETWEEN ACTUAL FIELD CONDITIONS AND APPROVED PLAN. 3. EXISTING MANHOLE FRAMES AND COVERS AND VALVE BOXES AND COVERS TO REMAIN SHALL BE ADJUSTED OR RECONSTRUCTED, AS NECESSARY, TO MATCH FINISHED GRADES. 4. ALL INTERNAL STREETS AND PARKING AREAS ARE TO BE PRIVATELY OWNED AND MAINTAINED. 5. ALL INTERNAL WALKWAYS, UNLESS OTHERWISE NOTED, ARE TO BE PRIVATELY OWNED AND MAINTAINED. 6. EARTH SWALES AND STORM SEWER CONNECTIONS SHALL BE CONSTRUCTED IMMEDIATLEY FOLLOWING CLEARING AND GRUBBING. 7. ALL ON SITE IMPROVEMENTS ARE SUBJECT TO INSPECTION UNDER ALBEMARLE COUNTY CODES. 8. ALL STAIRS WITH THREE OR MORE RISERS ARE TO HAVE HANDRAILS ON BOTH SIDES. 9. SIDEWALKS ADJACENT TO TRAVELWAYS ARE 6 FEET WIDE UNLESS OTHERWISE NOTED 10. CONTRACTOR TO VERIFY ALL SITE PLANS AND PROFILES AND DETAILS FOR CONSISTENCY AND IF CONFLICT EXISTS, CONTACT ENGINEER FOR CLARIFICATION AND/OR DIRECTION. INTERPRETATION DETERMINED BY CONTRACTOR SHALL BE DONE AT HIS/HER OWN RISK. ALBEMARLE COUNTY ENGINEERING - GENERAL CONSTRUCTION NOTES FOR SITE PLANS 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 REQUIREM NTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. 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 3:1 OR BETTER ARE TO BE ACHIEVED. 5. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE "MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES" AND THE VIRGINIA WORK AREA PROTECTION MANUAL. 7. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). RECREATIONAL AMENITIES TABULATION: PHASE I AMENITIES INCLUDE: 4 - TOT LOTS 1 - FULL BASKETBALL COURT PHASE AMENITIES INCLUDE: 3 - TOT LOTS @ 2000 S.F. EACH 1 - HALF BASKETBALL COURT 2 - PLAY FiELDS (SEE BELOW) 1 - SYSTEM OF 6' WIDE PATHS EACH TOT LOT SHALL INCLUDE THE FOLLOWING AMENANITIES: ONE (1 SWING (FOUR [4] SEATS) ONE (1 SLIDE TWO (2 CLIMBERS ONE (1) BUCKABOUT OR WHIRL TWO (2) BENCHES PLAY FIELDS - 1 4 120' X 75' (9000 SF) 1 ® VARIABLE DIMENSIONS (10428 SF) 19428 SF (0.44 AC) TOTAL FIELD AREA 0 a 311 3:1 N GEOMETRIC SHAPE #1 GEOMETRIC SHAPE #4 GEOMETRIC SHAPE #2 1 GEOMETRIC SHAPE #3 15`... -e-27' 16' i' SRAVMWAY 22', W 15 MINIMUM TURNING AREA FOR EMERGENCY VEHICLES GENERAL NOTES 1) Design based on 40 ft. (Bus) design vehicle for emergency vehicles and single unit trucks for service vehicles. 2) Geometric shapes shown are guidelines only. Other designs shall require prior approval. 3) The turnarounds (Geometria shapes i,11-1-13) shall be provided when the length of private trovelwoy or street exceeds 250 feet measured from the face of curb of the driveway entrance to the edge of the driveway of the last dwelling unit. Turnaround (Geometric shape #4) shall be required where the length is 100-250 feet. 4) "No Parking" signs shall be required In the turning area and where required. 5) Above designs are minimum requirements. Designs conforming to VDOT's minimum requirements or whichever is stringent shall be provided. TURNAROUND LAYOUT DETAIL NOT TO SCALE -1'0.5' 5' 5.0' _1, _ 261 2° SM -9.5A 311 3:1 27, > 3`1 E6" VDOT NO, 21A AGGREGATE SUBBASE ASPHALT TRAIL NOT TO SCALE 3.0" BM -25.0 BASE COURSE CG -6* CG -6R -+----2% _ 1.5" SM -9.5A SURFACE COURSE PRIME COAT TACK COAT 2% -0.51 5.0' 12'" �-APPAOVED 1211 SUBGRADE 6° VDOT NO. 21A AGGREGATE SUBBASE WDEVELOPER MAY SUBSTITUTE CG-6/CG-6R WITH CG -7 AND/OR ROLL TOP CURB, (NO CG -6R PERMITTED IN VDOT R/W) ��TH OF = DESIGNED BY: W. DMJ ENGINEERS + ®�-- SURVENYORS DRAWN BY: AA M. JENSSEN � PLAN-N4ERS NDG No. 11484 AssocunsREVIE7NED BY: DMJ 147 Mill Ridge Rw d 1402 Greenbrier Plaw W W A NUMBER; Lynchburg, Va 24502 Charlottesville, WA 22901 r�`sI4NAL� Phone: 434.582.6175 Phone: 434.9844.2700 www.wwassoei".net 205143.00 TYPICAL PAVEMENT SECTION NOT TO SCALE VARIES VARIES I I i 1 1 1 i 1 1 1 i 1 I l � I 1 a N i i 1 1 MIN 4" SHC 5' 10' PAVED DRIVEWAY FRONT YARD 3/4" WHC g 1 1 5/8" WATER METER 5' CONC SIDEWALK. Mir I-� -- -- - - REQUIREMEN TWICAL LOT DETAILI WITHNMMUM YARD NOT TO SCALE PROJECT. PAVILIONS AT PANTOPS PHASE I PRELIMINARY SITE PLAN ALBEMARLE COUNTY, VA TITLE: GENERAL NOTES, DET I AI LS & TYPICAL SECTIONS FiLE NAME: DISCIPLINE: SCALE: DATE: 5143Cl2.DGN CIVIL AS SHOWN 04/24/06 e311 REVISION NUMBER: 3 DRAWING NUMBER: C -I3 SHEET NUMBER. 14 OF 14