Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
SDP201200026 Plan - Approved 2012-04-30
GENERAL NOTES: DEVELOPER: STONEHAUS DEVELOPMENT, LLC 2421 IVY ROAD CHARLOTTESVILLE, VA 22903 434.974.7588 OWNER: TMP 61 -158A BELVEDERE Q.B. 3846, PG. 518 (RECORDED FEB. 2, 2010). BELVEDERE STATION LAND TRUST 2421 IVY ROAD CHARLOTTESVILLE, VA 22903 ENGINEER: COLLINS ENGINEERING 200 GARRETT STREET, SUITE K CHARLOTTESVILLE, VA 22902 CONTACT: MR. SCOTT COLLINS, PE 434.293.3719 TAX PARCEL #: 06100- 00- 00 -158AO TOTAL ACREAGE: 3.446 ac. ZONING: NMD PER ZMA# 07 -04 w/ BELVEDERE COD APPROVAL ON JANUARY 5, 2010 (ACCOMPANIED BY APPROVED VARIATION REQUESTS DATED 2 -3 -2010) PROPOSED USE: MIXED USE- COMMERCIAL AND RESIDENTIAL 19 TOWNHOUSES 8 APARTMENTS 25,000 SF (MAXIMUM) NON- RESIDENTIAL COMMERCIAL, OFFICE SPACE. COMMERCIAL BUILDINGS FOOTPRINTS, SIZES, AND HEIGHTS MAY CHANGE, BUT THE TOTAL. SF OF ALL THE COMMERCIAL, NON- RESIDENTIAL SPACE SHALL NOT EXCEED 25,000 SF. NOTE: NON- RESIDENTIAL USES MUST COMPLY WITH USES PERMITTED IN THE CODE OF DEVELOPMENT. DEVELOPMENT DENSITY: 27 DU / 3.446 AC. = 7.84 DUA PHASING: THE PROJECT WILL BE PHASED AS INDICATED ON THE APPLICATION PLAN. THERE WILL BE A MIINIMUM OF (3) PHASES. PHASE I WILL INCLUDE THE TOWNHOUSE UNITS ALONG THE PRIVATE ROADWAY. PHASE II WILL INCLUDE THE TOWNHOUSE: UNITS LOCATED ALONG BELVEDERE CIRCLE. PHASE III WILL INCLUDE THE COMMERCIAL DEVELOPMENT, AND PARKING AREA FOR THE DEVELOPMENT, PRE- APPLICATION MEETING DATE: JANUARY 3rd, 2011. PROPOSED MAXIMUM ONSITE LOT OUS COVER): ROADS /ALLEYS & PARKINGJ41,956 sf (0.96ac)) SIDEWALKS= 14,818 sf (03 TOWNHOMES= 10,126 sf (0.23ac.) 1 BUILDIN = ac TOTAL 83,388 sf (1.91ac)� EXISTING BELVEDERE BOULEVARD & PATH DRAINING TO RETENTION BASIN= 75,355sf (1.73 ac) FUTURE/APPROVED APARTMENT COMPLEX DRAINING TO RETENTION BASIN= 375,9115f (8.63ac) PARKING REQUIRED: TOWNHOUSE UNITS w/ PARKING IN DRIVEWAYS & GARAGES: (2.25 SPACES / UNIT) x 19 UNITS= 43 SPACES NOTE: 2 SPACES PROVIDED ON EACH LOT NET REQUIRED TOWNHOUSE PARKING: 43 SPACES - (2 SP /LOT) x 19 LOTS = 5 SPACES APARTMENTS (NO GARAGES) (2 SPACES/ UNIT) x 8 UNITS = 16 SPACES NON- RESIDENTIAL: OFFICE - 12,500 SF (80 %) x 1 SP /200 SF = 50 SPACES TOTAL SPACES REQUIRED IN SHARED LOT = 5 + 16 + 50+ 70 = 141 SPACES NOTE:ORIGINALLY APPROVED TOTAL REQUIRED SPACES =147. THIS NUMBER ACCOUNTED FOR THE ELIMINIATION OF 6 ON- STREET PARKING SPACES ON THE ADJACENT DEVELOPMENT THAT ARE NO LONGER BEING REMOVED. THEREFORE THE AMENDED REQUIRED NUMBER nF PARKING SPACES IS 141. PARKING PROVIDED: WITH THE APPROVAL OF THE SHARED PARKING AGREEMENT, THE APPROVED SET OF PLANS PREVIOUSLY PROVIDED 96 PARKING SPACES FOR THE REQUIRED 147 SPACES. THIS AMENDMENT GAINED 6 PARKING SPACES BY NO LONGER CONNECTING THE ALLEY TO RUSKIN DRIVE. THE NET TOTAL RESULTS IN A GAIN OF 6 PARKING SPACES IN THE SHARED PARKING ANALYSIS. THUS NIO MODIFICATIONS ARE NECESSARY TO MEET MINIMUM PARKING REQUIREMENTS. THEREFORE THIS PLAN PROVIDES 96 PARKING SPACES FOIR A REQ.!.' ED 141 PARKING SPACES AND THE AMOUNT OF SHARED PARKING HAS DECREASED. E RESERVE AT THE AND NOTE: A SEPARATE SHARED PARKING REQUEST WAS PREVIOUSLY SUBMITTED AND APPROVED THAT IS MORE R H ' BELVEDERE FINAL BUILD -OUT PROVIDES 4 ADDITIONAL PARKING SPACES ALONG RUSKIN DRIVE RUE T 0 THE REMOVAL OF BUMP-OUTS. THESE 4 ADDITIONAL PARKING SPACES &THE 6 SPACES GAINED ARE ADDITIONAL SPACES FOR PARKING FOR BOTH THE RESERVE: AT BELVEDERE &THE BELVEDERE TOWN CENTER. Z TOPOGRAPHY /SURVEY: BOUNDARY SURVEY COMPILED FROM BOUNDARY PLATS &SURVEY INFORMATION FROM THE REZONING ING 0 F THE PROPERTY. BOUNDARY LINE ADJUSTMENT PREPARED BY LINCOLN SURVEYING AND RECORDED 2/2/10 AT D.B. 3846 PG. 518, TOPOGRAPHY OBTAINED BY WW ASSOCIATES FROM JULY 2009 AND FIELD VERIFIED BY COLLINS ENGINEERING IN JUNE OF 2011. BENCHMARK: EXISTING MANHOLE ALONG BELVEDERE BOULEVARD IS 470.3' (SHOWN ON SHEETS 1 & 2). DATUM: ELEVATIONS BASED ON NAD'83. FLOODPLAIN INFORMATION: THIS PROPERTY IS LOCATED OUTSIDE OF THE FLOODPLAIN LIMITS AS SHOWN ON THE FLOOD INSURANCE RATE MAP, MAP NUMBER 51003CO279D, EFFECTIVE DATE FEBRUARY 4, 2005. STREAM BUFFERS: THERE ARE NONE ON THIS SITE. WATERSHED: UPPER RIVANNA RIVER WATERSHED EXISTING VEGETATION: CLEARED, SLOPING PARCEL WITH GRASS COVER ON 50 %+ OF THE SITE, ACCESS: THIS DEVELOPMENT WILL ACCESS THE PUBLIC ROAD BELVEDERE BOULEVARD VIA PRIVATE ROADS AND PRIVATE ALLEYWAYS. CURB AND GUTTER AND STORM SEWER SYSTEMS WILL CONVEY DRAINAGE WITH THIS DEVELOPMENT. SETBACKS: PER BELVEDERE CODE OF DEVELOPMENT, THE MINIMUM SETBACKS FOR TOWNHOMES WITHIN BLOCK 2 ARE AS FOLLOWS: FRONT BUILD -TO FROM STREET: 8 -16' SIDE SETBACK: 0' REAR SETBACK: 10' PER BELVEDERE CODE OF DEVELOPMENT, THE MINIMUM SETBACKS FOR COMMERCIAL, MULTIFAMILY OR CIVIC USE WITHIN BLOCK 2 ARE AS FOLLOWS: FRONT BUILD -TO FROM STREET: 5' SIDE SETBACK: 5' REAR SETBACK: 10' NOTE. • FOR STRUCTURES WITH FRONTAGE ON MORE THAN 1 R. 0. W., THE BUILD -TO LINES SHALL APPLY ONLY TO THE PRIMARY ELEVATION. MASSING & FORM: BUILDING MASSING, FORM AND HEIGHT IS GOVERNED BY THE BELVEDERE CODE OF DEVELOPMENT ` &.SHALL NOT EXCEED 50 VERTICAL FEET. THE MAXIMUM NUMBER OF EMPLOYEES WILL BE 70 EMPLOYEES. RETAINING WALLS: RETAINING WALLS ARE SHOWN AND LABELED ON THE GRADING PLAN. ALL RETAINING WALLS HIGHER THAN 4' SHALL HAVE A GUARD OR HANDRAIL. RETAINING WALLS SHALL BE CONSTRUCTED OF SEGMENTED BLOCK. SITE AREAS: RECREATIONAL AREA: 0.18+ ac. (5.2 %) *OPEN SPACE: 0.35± ac. (10.2 %) * OPEN SPACE INCLUDES THE AMPHITHEATER & PAVILION AREA, BUT CONSERVATIVELY DOES NOT INCLUDE THE PARKING LOT ISLANDS CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON THE PLANS, IF THERE APPEARS TO BE A CONFLICT, AND UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THE PLANS. NO CEMETERIES WERE FOUND ON THE PROPERTY DURING THE FIELD INVESTIGATION. BELVEDERE CUMULATIVE OPEN SPACE PLAN/ PLAT NAME DB /PG PLAN/ PLAT DATE TOTAL AREA (AC) OPEN SPACE AREA (AC) Belvedere Blvd Dedication 3545/234 12/15/2006 31.318 2.669 Belvedere Phase I (blocks 3,4a, 5a, 6b & 9a) 11/20/2007 34.225 16.675 The Reserve at Belvedere final site plan 9/30/2010 16.1441 6.69 Belvedere Town Center (SUBJECT PLAN) 5/16/20111, 3.4461 0.35 TOTAL AREA 85.133 26.384 OPEN SPACE 31.0% BELVEDERE B MINOR SITE PLAN AMENDMENT ALBE.MARLE COUNTY, VIRGINIA /t fir t /� tt� %f TMP62As -oA -xo STARKES,LORETTA G OR ARTHUR L ZONED: R -2 °1 5 \ BEL \1 I r� MAY \ -1 SAS ''lam W I 6-25 \ \ VEDEk STATION ` co TRUST; HA ER & STA M \ MA QR r Y 0 We J1/ J 1 l l 1f111 / t 111!1' q / / o j r l ✓ ♦Y - 1 �i H Ll:, J/ A 7 / 1 � TMP 62- 2 57�+� SHEET LAYOUT SCALE: 1" = 60' CURRENT DEVELOPER BELVEDERE STATION LAND TRUST 2421 IVY ROAD CHARLOTTESVILLE, VA 22903 PHONE: (434).974 -7588 PROJECT ENGINEER COLLINS ENGINEERING 200 GARRETT ST., SUITE K CHARLOTTESVILLE, VIRGINIA, 22902 PHONE: (434) 293 -3719 MINOR SITE PLAN AMENDMENT PROPOSED CHANGES: 1Q MODIFICATIONS TO THE ALIGNMENT AND CONNECTION OF ALLEY C A2 FIRE DEPARTMENT CONNECTION LOCATIONS SPECIFIED PER FIRE & RESCUE Q3 GRADING & DRAINAGE UPDATED PER SHIFT OFALLEY C AMODIFICATION TO THE PARKING CALCULATIONS & THE TOTAL NUMBER OF PARKING SPACES PROVIDED. SIX (6) ADDITIONAL SPACES ARE PROVIDED WITH THIS PLAN. QRELOCATED LANDSCAPING AND (PROVIDED SOME ADDITIONAL LANDSCAPING AROUND AMENDED TURNAROUND. LANDSCAPING WAS NOT SUBTRACTED OR SUBSTITUTED. UPDATED LIGHTING PLAN. THE LUMENS WERE UPDATED AND THE LIGHT FIXTURE CUT SHEETS WERE NOT REVISED. NOTE:THIS SITE PLAN AMENDMENT INCLUDES MODIFICATIONS TO THE STORM SEWER, UTILITIES AND CURB & GUTTER PREVIOUSLY COORDINATED WITH FIRE & RESCUE. �13 VICINITY MA'F f .� Sheet. List Table Sheet Number _ Sheet Title T -1 COVER SHEET S -1 SITE S-2 �. UTILITY S -3 GRADING AND DRAINAGE S-41,_'` TYPICAL NOTES, DETAILS & CROSS SECTIONS DP =1 DRAINAGE MAP DP -2 STORM SEWER PROFILES & CALCULATIONS LL -1 LANDSCAPING PLAN LL -2 LIGHTING PLAN 9 TOTAL NUMBER OF SHEETS 5utimittai Type Reviewed and Approved by the Community Develo rn t Department Date_._ l i{ �16 ........... File.. • ceb2lo Signature APP'RO'VALS .1-1,.GV END DEPARTMENT OF COMMUNITY DEVELOPMENT PLA,NNERIZONING L9 EXISTING CULVERT EARTH DI TCH CULVERT DEPARTMENT OF FIRE RESCUE ALBEMAR.LE COUNTY SERVICE AUTHORITY F DROP INLET &. S 'UC7URE NO. VIRGINIA. DEPARMEN ' OF TRANSPORTATION HEALTH DEPARTME -P4 DRI VEWA Y CUL VERT Q BENCH MARK 0 CURB z CLEARING LIMITS CURB & GUTTER -' d' W 0 PROPOSED PAVEMENT V) VDOT STANDARD STOP SIGN u EC -3A DI TCH - - 200- — -" EXIS77NG CONTOUR DEPTH OF EC -3A DITCH PROPOSED CONTOUR 6" 200 CN N EC -2 DITCH 240.55 -- PROPOSED SPOT ELEVATION z .� c TBC DEN07ES TOP /BACK OF CURB g" DEPTH OF EC -2 DITCH TAB DEN07ES TOP OF BOX APP'RO'VALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLA,NNERIZONING L9 ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMAR.LE COUNTY SERVICE AUTHORITY W VIRGINIA. DEPARMEN ' OF TRANSPORTATION HEALTH DEPARTME -P4 COLLINS ENGINEERING IS NOT RESPONSIBLE OR LIABLE FOR ANY CONSTRUCTION OR DAMAGES TO THIS PROJECT PRIOR TO ALL FINAL PLAN APPROVALS. TH SCOTS R. COLLINSZ 3 No. 35791 ,2> . �ssIONAL z 1 N N M M r i n a L9 V cy) W CV 0 z z d' W 0 V) u d J ¢ U_ CN N :5 z o c LLJ z d z E O LL r Z W C) '--' � i w Ln u U O W L9 F_ F- Z: W Oz z Q m C `�' w 1..6. c �H ~ LLJ W w W W c) Yl 62 z > z U W U U Ul Uj Z � o z U) F- O z W U Ujg W W c 1. - c 2 w In LLJ J W 0 /� ICI wq ■W■ i� oc 1 N N M M r i n a o � z w �z ° z oz cn a -) v n'_ c: D D L Q° ° o U L o� µ., O L � 3 3 � c ° L a ° N x U N :� CL L � D q D D E� a ° ° o ° U cn :a z z o -,1 U z L zj A c z ° _1 6 J O J � o L.2 O U oL Q N N C � U D O 6— x� L. o D C U, O V) .D U D u> O D en C "O D � �en D O Q° ° ° k�-, o L9 cy) W CV 0 z d' W CN N :5 iL LLJ d z _j .j H V) W O W L9 F_ F- Z: W t-- Z 1..6. W W W c) z U W U U Ul Uj Z _F- :D 3: z U) F- O W W W 0� 1. - �— w LLJ J W 0 /� ICI wq ■W■ i� C) U C) � � fl°c W = a � JOB NO, 112049 SCALE AS SHOWN SHEET NO. T -1 o � z w �z ° z oz cn a -) v n'_ c: D D L Q° ° o U L o� µ., O L � 3 3 � c ° L a ° N x U N :� CL L � D q D D E� a ° ° o ° U cn :a z z o -,1 U z L zj A c z ° _1 6 J O J � o L.2 O U oL Q N N C � U D O 6— x� L. o D C U, O V) .D U D u> O D en C "O D � �en D O Q° ° ° k�-, o 30 0 15 GRAPHIC SCALE 30 60 ( IN FEET ) 1 inch = 30 ft. 120 / TMP 6z -z6oB GREENBRIER - RUTLEDGE / S 111141 CLUB INC. ZONED: R -r. JSE. VACANT RESIDENTIAL W NOTES: ALL FACE OF CURB RADII ARE 5' UNLESS OTHERWISE NOTED. 2. REPRESENTS 6 PARKING SPACES TOWNHOME 3. S PROVIDE z PARKING SPACES 4. MAXIMUM HEIGHT OF COMMERCIAL BUILDINGS IN THIS BLOCK IS / j/ 5. ALL PLANTING STRIPS SHALL BE A MINIMUM OF & WIDE AND -i /� SIDEWALKS SHALL BE A MINIMUM OF 5' WIDE. 6. THE SIGHT DISTANCE EASEMENT SHALL BE SUBJECT TO VDOT �}'� % APPROVAL. ,�, �� 7. ALL PRIVATE ROAD ENTRIES TO BELVEDERE BOULEVARD AND ,-- /.:::::::; RUSKIN DRIVE SHALL BE VDOT STANDARD CG-ii ENTRANCES. G�� 8. DRIVEWAYS FOR LOTS 1 -io SHALL HAVE A VDOT STD. ENTRANCE GUTTER. 9, t-UN 1 KAC_ I UK SHALL INS I ALL A VUU 15 I ANUAKU r w ;, ; :;; -- - -TMPSz-zs8A , / ! : ::: ::'' TURNAROUND AT THE END OF ALLEY C MEETING CURRENT BELVEDERE.STATION VDOT STANDARDS. CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE '.; 50' ` ENGINEER OF ANY DISCREPANCIES BETWEEN THE EXISTING ROADS TIvtP6z -os -A F� °a �� �- ('.L�.. ` AND /OR CURB AND GUTTER AND THE PROPOSED ROADS CURB & >, :: 3518sf B LVEDERESTATI ®N�- / <I- SID :�."' : GUTTER. CONTRACTOR SHALL CONTACT ENGINEER 'I-0 INSPECT CURB AN W "ALK A '. 9 FOOTPRINT LA DTRUST; ROBERTitil =' , = ` ROADWAY TIE -INS TO EXISTING ROADS, PRIOR TO ANY CONCRETE OR 29' ZONED: NIV1D J �. . ' X9.".1.'.'.'.". PHASE III US : VACANTRESIDENTIAL `" ,% BPS �'2 -;: 20• �' PAVEMENT BEING PLACED. 'BUILD TCA� ''� ./ ; '< :Ci?6:. �' 2. CONTRACTOR SHALL VERIFY CURB ELEVATIONS ADJACENT TO THE TYP.....'. `' ` CG -2 SANITARY SEWER MANHOLES TO ENSURE THAT MANHOLE TOPS ARE BELVEDERE PLACE INE (TYPO .. Tan ent Data - L1 .......:.:...:::'.:'�. (TYP) CONSISTENT WITH THE ADJACENT 'PROPOSED CURB ELEVATIONS. PROPER /y �' 44FOOTPRI " 1.8 3. DECKS FOR LOTS 1 -10 SHALL NOT ENCROACH INTO EASEMENTS Length: 0.631 Course: N 180 22'23.5073" E LINE (T ) �P5 / :.:�� 3.' FOR UTILITIES. Circular Curve Data - C 1 .. ..' ..... .' ... ' ... .... PARKINS ' Type: p; i.:... .. . Delta: 46 47 12.4677 " yp LEFT � t.:':•.. ;�:' Cpl 6 r'':.`4:..'... x'' ............. 6'- PILANTING....�."... _ L -Radius: 105.000 B�... l . R .... .. . S DISTANCE i 5y. 41 Tangent: 45.423 S'7RiP. .......... -Length: 85.7 g OOsf �.`� -:. ....... "•' 31 External :9.404 OOTPRINT,.: :: Mid Ord: 8.6 �? ' IL 0 10 � � "1 5 '� NOTE: LOCATION OF ENTRANCE AND SITE DISTANCE WAS APPROVED WITH BELVEDERE BLVD PHASE I CONSTRUCTION PLANS PREPARED BY WW ASSOCIATES, DATED JUNE 14, 2006 AND APPROVED APRIL 19, 2007. THE SITE DISTANCE AS SHOWN ON THIS PLAN IS CONSISTENT WITH THE PREVIOUSLY APPROVED SITE DISTANCE FOR THIS EXISTING ENTRANCE. 0 1 k.5.:...:.,... ..:.:.:...........r- Chord: 83.379 Course: N 05 01 12.7262 11 W y -� ,�, f , / ,�. 19 Circular Curve Data - C2 kr / ..... . . r 4,� BROWN, PHILLIP EbWAf�D SR. `Delta: 290 09'49.4377" T yp e: RIGHT <: .. . . .. . .. . . . . . . OR B AR BA R A J c r k, 1 -a' ' �,« �.. •��;�� ~` ZONED: R-/ .000 � / � ' ti - Radius: 110 ,:::.:.;:: ... .... .... • .' 18i�, :..... c9 Length: 55.990 Tangent: 28.616 f ' • '�, \' USE: VACANT RESIDENTIAL 'S UtLD TO'LINE.� Mid Ord: 3.54 External: 3.661 .S: r f> 8 Course: N 13 49 54.241 v � ( ). � ....... , Nord: 55.38 :.r� �. ..... Q� , ...... .. NC..' nt Data L .... ... 6 Tangent .. �5 5 g 4' 7 n it .":SLD WAL �',.Y ;',,��;�:.,, . 0 45 00.4781 E -� / ...... ..... 00 Course: N 0 ... ... - .. . Length: 180.571 ~ '`�.. :��:�. PROPERTY J' _ LINE TYP. Circular Curve Data - C3 .. " RA (TYP.) C NC'. '� Delta: 010 17' 49.7565" Type: RIGHT ' . :. 16 SI EWA K' �' �,........ ... CG^=6 .'. D PSTER' PAQ:........ , ... ........... q q' ,. . S D. EE ETAIL Radius: 1000.000 .. .. ........... .... .......... '; '':i:' •;,� ; ;;;� 5�'�:�;�:- RB Q...'. .. . 22.640 Tangent: 11.320 r ............C�1 ....... 0.. \ .t c. Length: g � 1 �- .. ..... g / 8.. - ' ........".STOP ."`.".......� ' ,�, 80 ..... .:'RADIUS i3o"... .......... ..'24.'......... ,,,.; ..... , ...... 15 �r Mid -Ord: 0.064 External: 0.064 ION .... / AxI ..... <' .... �1 RETAINING . , ... N Course: 1 23 55.356 3 E I %, . 2 39 ( Z .6 . . h rd: ... Co W C AL T- i 1 r (Tangent Data - L3 ....... ............ ..... ... �STRI ...... .. 1 4 1 E ....... .... 2 02'50.2346" Coors .. . 2 .. 4? 154. t..- en the / I g , 3680sf .......CG_6' .......... .. ... CUfZB:... ..... ....... .. .... �� ,s, 1' OOTPR IN .. / TYP ...............9.... g so REAR / ............ ..... ... "9 ......... ... ... \�.... try . �'k:. .. SETBACK LINE BELVEDERE WAY.. ;' ''! '^� ....... 20. � �°� (TYP.) SIDEWALK 13 - _ .......... -F Tangent Data - L4 .. .......... . I, F C ,. s. r,. G7 A. j ^�'e. ".. r- 5221 E n,.. 1... 14 F/C F/C Length: 150.000 Course: S 89 14 59. --2.' :�' ,, ...... , �i /� � �__, _ -� �7Tr•rr7 -- � _ pevn innl ' \.'q M�� °' ' Tangent Data- L5 ►' Length: 54.895 Course: S 640 35'53.0305" W Circular Curve Data -C4 Parameter Value Parameter Value Delta: 430 45' 39.4114" Type: RIGHT Radius: 49.000 Length: 37.425 Tangent: 19.679 Mid -Ord: 3.530 External: 3.804 Chord: 36.522 Course:S 86° 28'42.7362" W Tangent Data -L6 T \ �-Leneth: 232.680_ Course:_ _ - N 710 38'26,7395"-W _ . . . _ . ALLEY D Tanizent Data - L7 Length: 250.000 Course: S 000 45' 00.4781" W w---- w - 3 I 3 I 3 SCOT R. COLLINS'Z No. 35791 2� ; "` 10NAL � z N N M M Ln L r � C H T \ a p Q r T.� zj*c 0 Z a a Ln u a Q z C ` U H Z C Z Com- L C] .-� w `u � c O F'-' ¢ m V) w t LLJ to p O h w w H cl� U C ¢ Ly U u Uj iii U V) "u O z N N M M Ln L / / . / ^-----~' ---- /xVr6z'z5oA ' BELVEDERESTATION\ / EXISTING lx'uuC||uE_/ ZONED: NMD IRON WATERLINE (TYP.) 'L�E. VACANT RESIDENTIAL' ~�� ~^^ � `` -------_� ''`+` ~^'�'~ ' `` -_ _` � ING / 1 / /� � / `~^.^.^ ���`/ r'~^~^7-^ \ /o | / . \ ( \ \ / \ \ / / . ( \ � \ \ . / . / / SWIMCLUBINC Ix USE: VACANT RESIDENTIAL EXISTING 12" DUCTILE / / . / ^-----~' ---- /xVr6z'z5oA ' BELVEDERESTATION\ / EXISTING lx'uuC||uE_/ ZONED: NMD IRON WATERLINE (TYP.) 'L�E. VACANT RESIDENTIAL' ~�� ~^^ � `` -------_� ''`+` ~^'�'~ ' `` -_ _` � ING / 1 / /� � / `~^.^.^ ���`/ r'~^~^7-^ \ /o | / . ( / \ \ � \ / \ \ / / No. 35791 -_101VAL V-1 0��J ) !1 ~~ ' ti / / / vo - - /- ' \ K U 8 *�| | | U \ ( \ \ / \ \ / / . ( \ � \ \ . / . / / \ / / . ( / \ \ � \ / \ \ / / No. 35791 -_101VAL V-1 0��J ) !1 ~~ ' ti / / / vo - - /- ' \ K U 8 *�| | | U ® b RETAINING WALLS • . r THAN 4' . -r •R 1 \ HANDRAIL. `t �Tll P1 ol 10 n� • � � t, u'. i ails .- \�� ��, r . • . • 1.1..x• ------ �li���� n:. +Ye . rAl.+.�■��'' �l��t �`� 11 r —...N' ' :::.., , „ .: �..:.. . , . !!!1!1.... !!.. :.. - 4r•�•�•••�r ..... .... .. .. \'lIR+ ..!•r!G.. . !M!!• .� ,k r q1 n ►\�' , .�_ t• . � �, - • /I 0.`t..:.,, Y I� � V 1 �rl I� u � . 1\ir � � � � I+ I +f NI. • • • • it r\•'' �/ I ;�r7L2LLi � .. s1 1. }` "' :.,� rd�r +tl�A•.•j��r'•rI�1I,•.r, u r•- _.ur • • � ' +!� I by+r+hl�r�I ,I A. r r +I. a '� • r 1 l • / . .,. :� ,... ♦ : i.; • • , , 0• - , •�! - !�'dr�I�dIZI �r�rl�rj��P; ±I�P..r�dl�r , • /11 , v�� �.a � " " ",,,',,,���>) Y� IAI,,Id�I PP;�AI,C.Pd%•l;�I� �i' t, I � 1•' -6 � - a � � ? >It�I�PI+P %+II�r1Prj�� AIh•'r� I�r:`•+' °�'ti'Ihr °!` • • ,. \ �iR?� 'd+'r+Il +l >Iwl�,�ltir tl�r+,P'►PC�L'd+�I�+I+d I. �I�IIZr: %° :. Ip � � - � _ • j III. °`•,���I .+P+�wl+h /� J.P��hIZI+II�+d�d Ir+wP +dd�-' �hPrrr,, • r . l� ,p , .IY" -._"` a, r••A��I••�IIVPA Ib�It�IV••I�d' �/r +I� ✓ f _ • 1 • • ,�'�./'' {� ;; /ap+B +I�AP+I�I�P�I�I,�t' ZPj�W ++�.. }I� s; ���, 4�`��'� ' iii �, � ?��•iirr� ►y %I.4 >�• �rd� � Pr„ • • l��! S rP.!.�• .Lit' • 't 1 a2 ♦ r i 1• 1 a~ • ♦ \ ,; � st '"Irs rep,, I f ' t Aj� �P�j�I�P • a �\ A 1n k y al+ , , ,, ..: •. mil• � ; n ` �� �� • ,, . • , L� �� x / r � ' s• � ;�1 �r�� �` �<. AIL r � �wwnrwiEfiw fl t , ...... —_ —_ ♦ � ; • III ►! - °+� , • ,' f1 r:. � �� . • , ' \.. t`X �.. 11� \i,� •III � � �` �� +� �t ! �: • . , a all 1>� OR .. s .,.' ..' .,.,. -.... - EPA 1] ; ' >:° . - ,.� :rte ��t� fs., ��� � *"` �1� 1 =1 �� �11li�i�,`' \ \� �,,.�'- t \• . 11 ,.i �° . r'• .•ta - `•w`-�•� -�- - ,�.- ,",�,- will ..o• •5••'rr• ate-. •►..•■ y, ►r ,st:. � . ,, U-1 �I�li4rtl�r�`I :.���- >�l�i�ii7�.c�` .. �. `� � a:, \�q•.:. Yir - sCiK3�il: 7� ryp '7 �r iPI�I`•rl�d1'jArl�r �P�rI�IP�,�,'dr��t+y1�,i,.,.I� Q,. ��i�� '� \��, '� • . .:•� , .� �� ' \.g, • �r�s rt�,tf+` It�+rljrt�Il�w II`•i+P� +Itd�r1 •--- •--- --�_ ®�f !1 �� '•..w.x�''S �` ��',.... ,;.; ••• i4`` t+ A I� ♦ I+ LA I•. A l+ ♦L hey Iv • - • -_.... ,�� � ,,,y,� � \ :,. �' , � �,, �� !; �:x� .Iy�p Irk I��:r•�I�rtZP�N Ap, Ir «1 - � P.'- ,: ` c. � �",. r` ��a�,�, `,, ,% I�r�t �, I +t••IeI+R.: -.� y�.!�rP� >/ �rl�.r;� • ^ � '! d Y.'!�I �.'-"- - '- •---- -._.., � ik -•L '�a. , 1 • / ,: �,y li���:1/•Irtl+r:rri�<:f /l:d,.,- '-P.!�I�>II��.' ... _.'--- .�.'- _----- �._�_i�Yi�. -,fiCG �� � �`sr:�`: �.�:. �/ .,�,yb.' ' I.r t�t•I�t +rte A • +I• Imo,.+ � - p • p p : : i)a%i` �__.. �'P �, � ' %:F,. ,. <j i�Pv 'd +tl4ri�IRtI�P'y'I�i►.9. ♦r=.d ♦I'r"� ���� � • � � `.^x � ,�a< ,. ^Yr.� ■lam. �.rrar .fl.... +...� ,�. Inlr,.� .. - -_ -. _ ., -.._ _.._��,,,__:�__ _ _- ___- _ \fi•\.:� \ � .. • ;: .�_. _ -.• .....- -� a _ �._._. �ify�.ri•�•.- ..,_� +ii�i:r.�,�i - �- .___.�.r•r/i��ii i���1.�rlr''�ii- �- ��.�Ls�: iii:, � 1 �':. •.:�rv\ ,�"'-. � .• % <..,�`'' "�� r, s r �� if • • � - . • • � r�jr ✓" rr ;r�i�� `�` `'AIiAI:Ae3'P��dv� c".� � {�� � :f r,f, ��<ry, a • _1 ��, � - i/' � � � p iwEsl. IH118fA !� • : • • � ��r , � _- C.:.a� � - .. at s,.. ?S' n�,iir � of • . ��� d,'p .. . � ., � • .. • � • p '. - • p , rr � e$' n e.. (sue ��'> a ��t�p^ � r1►. • • p • � ate , �� Y <. e , t ^, \f 1 , .•r _ «;mss � ... � r +rr i ..111!(►.�Y s.�i'�F ±t'. r�,rr•r�rwrrr�srr•, r�.lr+t�•ir,. �•:' Awl�rirt!_ i,. _ � . ir��.ir .....�i.Irlwrrir�� .. L �/ ' t .# •�, . ++t sr '��, is �•� P .^� �`3 s%; ^y ��%' ■ .7 C — � C f � t•.06 >idPr s•' eta �:% y v'r \qf' \. I I I 1 Y I 1 �I v ■■ vtr- , Y,v 3 r. .. :..,aa`a »•;.. ::r< . , <:a;.,�.,:ar:L.:tr,.>:`if..:S� .. t<,:. :.'tt;:;`: •tt:.a, ».:k' "� £ 1 w j » i q. 3 f ' .3 n i r )S r J» t is a\ r wwa u >rf I a" ^kyv! =Eti? 1 I A P" 's pp Rill <a r, III ar I Ir % rev u r :....:,, «t nr•: :.versa •.: ;^::v �•,: \:.. .,. .....r..w..:, r'.t, :4 . , .l ..:.....✓.t...h. iY.: . ...CSC ....:. »U ., .. . ,» ... ./ : ... ... ....:. : .... ». ., , ::: �,:::,:':.r,,; ", i W � I BSI <«�.a ..:crL „rf «c:rv': s•' k`:�" III � � .. �, mll to It•Ili0t11�'IIWtlEmi :J ..F;'�,;,.,�•ar�i /� Y ^., .F..: ».r � ";:r y;, X�: F t ?Y ON ROAD SECTIONS RI CIL RI N IS _ CG-2 CURB / 4" CONCRETE 1 4" VDOT 21A 3:z SIDE STONE BASE ' EXIST. GROUND 1 ":3 1.5" SM 9.5 CG -6 CURB 4" VDOT 21A SURFACE & GUTT R STONE BASE 7 114':1' COURSE 114 "A1 3" 3" BM -25 6" COMPACTED EXIST. GROUND INTERMEDIATE AGGREGATE BASE L 5, 18' 12' COURSE COURSE,VDOT #z1A 12' z.5' 0 5, 0 5, (PERPENDICULAR PARKING) (DRIVE AISLE) (FK -CIL) 0.5, BELVEDERE WAY (5P PRIVATE R/)r) s:e RIW DESIGN SPERB. 20 JfPH P2RPLFNDICULAR PARA7A46! ON ONE SIDZ RI CIL R I POINT OF FINISHED GRADE 4" CONCRETE CG -6 CURB 1.5" SM-9.5 CG -6 CURB 45 CONCRETE SIDEWAL & UTTER SURFACE & GUTT R EXIST. GROUND 1 ":1' 114 ":1' COURSE 314 ":1' 1+3 4" VDOT z1A ' 3" BM 25 6" COMPACTED - VDOT z1A STONE BASE "VDOT 21A INTERMEDIATE AGGREGATE BASE 4" VDOT 2 STONE BASE 5 � STONE BASE 9 COURSE COURSE,VDOT #21A STONEBASE � 5 EXIST. GROUND 0.5, (PARKING SPACE) (DRIVEAISLE) (DRIVEAISLE) I (PARKING SPACE) 0.5' 0.5' 0.5' 5o' RIW BELVEDERE PLACE (50' PRIVATE R/YP) STA. 11*50 TO 13*25 DL'SYGN SPL'L'D,• 20 AfPH PARALLrL PARR7NG ON BOTH S.IDarS R/W RM/ 4" CONCRETE 6' PLANTING 6' PLANTING 4" CONCRETE 3a SIDEWAL STRIP 4" VDOT z1A CG -6 CURB 1.5" SM -9.5 CG -6 CURB 4" VDOT z1A STRIP SIDEWALK EXIST. 1 ":1' STONE BASE & UTTER SURFACE & GUTT R STONE BASE :F•. 114 ^':1' COURSE 114 ":3' 4" VDOT 22A 4' VDOT 2:LA STONE BASE STONE BASE 3° gM.zS 6" COMPACTED EXIST. GROUND I I INTERMEDIATE AGGREGATE BASE 7 sz' COURSE COURSE,VDOT #21A 12• 5 7, 5 0. , ' -- -5 110.5 (F /C -CIL) (F1C -CIL) 0 5, o , 5 5 - - -- a' RAv I R/W 5 BELVEDERE PLACE A (50' PRIVATE Rl#) S91'A. 10100 TO 11f50 RESIGN SPErB.• 20 AfPH NO P14P -41"L PARR7NC POINT OF 4" CONCRETE 6' PLANTING FINISHED GRADE 3:z ( SID EWAL STRIP CG -6 CURB 1.5" SM -9.5 EXIST. GROUND 1 ":1 & UTTER SURFACE COURSE 4" VDOT 2 1A :..;.,; ;: •' :; STONE BASE INTERMEDIATE 6" COMPACTED 4" VDOT z1A INTERMEDIATE AGGREGATE BASE STONE BASE COURSE COURSE, VDOT #21A EXIST. GROUND 12' lo' 1.5 5 6' 0.5 (F /C -C /L) (DRIVE AISLE) ' 44.5' R/W BELVEDERE PLACE (44.5' PRIVATE R/ F) 13*25 YV 14f50 DL'SIGN SPLPBD.• M MPH PARALLEL PARKING ON ONE S,=S I R/W CG -6 CURB 4" CONCRETE & GUTT R SIDEWALK 'VDOT 21A 4" VDOT z1A STONE BASE STONE BASE 9 5' (PARKING SPACE) 0.5 EXIST. GROUND EXIST. GROUND EXIST. GROUND EXIST. GROUND EXIST. GROUND EXIST. GROUND . EXIST. GROUND EXIST. GROUND POINT OF R/W C/L FINISHED GRADE R/W " SM -9.5 SURFACE COURSE GENERAL NOTES-, E rN8 CM IM" w.NMSTFp/P�W " If nP�ROO�YM wr TAV4*99 QM& ?, q.!,40T rYpYYN�iLi#MM���'L�4YnA��.t ka RwpWR[Cp�T Yux�__5M7tK���r !S, ^E•.F M�nrtr Y � D SwOC1C9ECt+eEE TYPE a. )~/0ae'«i`�T`�i '►`"r lE"vx':so'°s. PoA(CA.Ia 01 ml U., PVT = t I�i w°vu "'.,rA�urr"' ,i)m°st�•`►•`cr"�a`�Pw.c rT x°mc F1F .NAT ,` '•w' w+ p q,q /q,y,App, nEn . r Fp C0M 1•>Mts - MpAtr9lfSY.WEG A rAtMOrT ie +u" r' ed,'`e `ru. TYP£ 6 i' grt tet ` E A Aa pMT w, r, vat PARK -4£>r AS � aR A9 _ CIY4A M t,uC PA NL /An VaED MYe�O�Cr7W�MA lid,rc�R r WN 9E rPrliprCtfD, ENTW2F " i e°E�s sti"a�Aaop""'�ta�i t e"i "as`"�at'�eaasseun r xaw A rY#t " FHAi 1 Ar mM pTC+F 0! M C/iRM 9T'LJ9N 6 rlrFErunnro sN; a - ATxx , arse .� rc. EF o.wm R .• M :rc nracwAA)r TYPE C t sAg' -�pykrry� i r gy�r` PARALLEL t, PERMNCUL R ' M0 WO SM f1MK. Tr6 WmT'tr I TNL'�SMNt9 2 MAP- iC" � tA• re,r[A1R0 4> D O O e D m 0 6 e 4490400000000. 0900 P 00000000004 p�, S.4 0oam00 PO 0e00o oo� B mm np mmo aapaP4 P4000 009Pp40„.O..D� • -. VAY-�A A -� 1 Tw -*wTw DOME 4ETECT/ E WARNS+'G _-A- ___ - - -PE9 CG -12 DETECTABLE iWARNNNG SURFACE r GENERAL NOTES 20).OS YPA." QWmR l " IANEPCAIAIIgv C y[ A-1 .s ssweET APPROAdI sm S ofAC1A 5110'A1L fPLANSr I ii A5 YAAKIrC ROADWAY 15CE i"iH 6r ... .... .-.. �..+ �. 1 1 WAtAUS Yo K AS 1 wawa, a i9 apMM Puwsr Ys�r � SSER �ID2! I b.• . TL�� __ HDtt` s�`o" ON nPPLCA°ft . $Ecfm5 A.1 NAUxrc aoAnwar PLAN VIEW MA4.W ROADWAY SLORE w pmoam CLOTVE MCC of OM OR 5Y MAx. �PONAL FLOW LLVE. SLME CNANC£ _ -.- V MMKNE. RPA]WAY --• •.,• •..• '••.-- .- CILMICE ^ -- a% UOL 5' MH. C FHTRNIC€ M CCNSVOM ORAOE C1 N"t VtH A PNtASOW Writ, SECTION A - A CLASS )J .�; •y, .'t• ..3'! .-.. - `.i SECTION C -C 504 CURB AND GUTTER EXIST. GROUND SLOPE VARIES GE�t l�ERE�A�rp1L0 140TES p r• Q�M//91T0 PsRICY Y TT- E�AF�NJClBIE�YtliM R9H 019Y', R' ,(EMS MAMAh. YICUIWNA SWi11T a Weal TF£ ENTRANCE wm cAawi AtAC4MOVATE TLE FRK 7f�E DE9[H roR 9aCwHN O&tXt1 HA S wHHM S'hE EATS OF THE RMSHOULD FYE lKNEASEO N _! 1. MYIEN 115F MOUNTABLE C" YAL EEIR CGJ.pJ11CttOq HE MfYH 5ik10AR0 CO.3 & WATCH Tam TO MAI T. SEE STAlI I CC- FOIE MM RAP OMNI TO BE L>�0 WRH iwS SY S. OPTI%M fLOWL MAY IM;OL3i� WN•Mk AF A PCRTIOl1 OF OtriT TO PAEt[AWE FOlgefO #' MhiER. ENTRANCE NOTES 5. RE ENtRATAPROYUC POStrM1tiaANARE AAt59 1. MAAA.!$ PAYEMEAIi SHKR eE COM51%XTEa TO THE WW LrAi SE%C�T ANY MOO" STAtlLL�glA7i REOVkEO FOR MArLME PAViM£MY 11RfEN GA1 4f RNrteb W THE EMrRaNCE.Y . W`�eE4"C C15O f ARUOTFHw T� MTV 1tEPLACEMENY Y ww LxE s. rHE a A+u MraaLAtAA r OwIaE s E VA".M AR NOT Me 'ciC. TO S�A�i ALLOWABLE ENTRANCE GRADE CHANGES ENTRANCE VOM9 POINT OF EXIST. GROUND / MORE THAN 1500 YPO FINISHED GRADE MEMML YP 500•g00 O CG-2 CURB CG-2 CURB RJ4V _ CIL l lh" SM-9.5 8" j'• 3 :1 SURFACE 8" EXIST. GROUND 1/4 "'1' COURSE - ": 5 11.48 -..- �:ti 1 1/2 1.67 BM -25 3 2.15 3° BM-25 6 EXIST. GROUND INTERMEDIATE BELVEDERE WAY 108 COURSE 1' 1' 5 9, 9• 6.68 ISM-9.5 20' 1.67 BM -25 PRIVATE ALLEY C SECTION 6" COMPACTED 21A 6 AGGREGATE BASE 1156 (20' PRIVATE ACCESS ESAIT.) COURSE,VDOT #21A 0 Aff.[VN SPED.• W JfPH 5 I R/W CG -6 CURB 4" CONCRETE & GUTT R SIDEWALK 'VDOT 21A 4" VDOT z1A STONE BASE STONE BASE 9 5' (PARKING SPACE) 0.5 EXIST. GROUND EXIST. GROUND EXIST. GROUND EXIST. GROUND EXIST. GROUND EXIST. GROUND . EXIST. GROUND EXIST. GROUND POINT OF R/W C/L FINISHED GRADE R/W " SM -9.5 SURFACE COURSE GENERAL NOTES-, E rN8 CM IM" w.NMSTFp/P�W " If nP�ROO�YM wr TAV4*99 QM& ?, q.!,40T rYpYYN�iLi#MM���'L�4YnA��.t ka RwpWR[Cp�T Yux�__5M7tK���r !S, ^E•.F M�nrtr Y � D SwOC1C9ECt+eEE TYPE a. )~/0ae'«i`�T`�i '►`"r lE"vx':so'°s. PoA(CA.Ia 01 ml U., PVT = t I�i w°vu "'.,rA�urr"' ,i)m°st�•`►•`cr"�a`�Pw.c rT x°mc F1F .NAT ,` '•w' w+ p q,q /q,y,App, nEn . r Fp C0M 1•>Mts - MpAtr9lfSY.WEG A rAtMOrT ie +u" r' ed,'`e `ru. TYP£ 6 i' grt tet ` E A Aa pMT w, r, vat PARK -4£>r AS � aR A9 _ CIY4A M t,uC PA NL /An VaED MYe�O�Cr7W�MA lid,rc�R r WN 9E rPrliprCtfD, ENTW2F " i e°E�s sti"a�Aaop""'�ta�i t e"i "as`"�at'�eaasseun r xaw A rY#t " FHAi 1 Ar mM pTC+F 0! M C/iRM 9T'LJ9N 6 rlrFErunnro sN; a - ATxx , arse .� rc. EF o.wm R .• M :rc nracwAA)r TYPE C t sAg' -�pykrry� i r gy�r` PARALLEL t, PERMNCUL R ' M0 WO SM f1MK. Tr6 WmT'tr I TNL'�SMNt9 2 MAP- iC" � tA• re,r[A1R0 4> D O O e D m 0 6 e 4490400000000. 0900 P 00000000004 p�, S.4 0oam00 PO 0e00o oo� B mm np mmo aapaP4 P4000 009Pp40„.O..D� • -. VAY-�A A -� 1 Tw -*wTw DOME 4ETECT/ E WARNS+'G _-A- ___ - - -PE9 CG -12 DETECTABLE iWARNNNG SURFACE r GENERAL NOTES 20).OS YPA." QWmR l " IANEPCAIAIIgv C y[ A-1 .s ssweET APPROAdI sm S ofAC1A 5110'A1L fPLANSr I ii A5 YAAKIrC ROADWAY 15CE i"iH 6r ... .... .-.. �..+ �. 1 1 WAtAUS Yo K AS 1 wawa, a i9 apMM Puwsr Ys�r � SSER �ID2! I b.• . TL�� __ HDtt` s�`o" ON nPPLCA°ft . $Ecfm5 A.1 NAUxrc aoAnwar PLAN VIEW MA4.W ROADWAY SLORE w pmoam CLOTVE MCC of OM OR 5Y MAx. �PONAL FLOW LLVE. SLME CNANC£ _ -.- V MMKNE. RPA]WAY --• •.,• •..• '••.-- .- CILMICE ^ -- a% UOL 5' MH. C FHTRNIC€ M CCNSVOM ORAOE C1 N"t VtH A PNtASOW Writ, SECTION A - A CLASS )J .�; •y, .'t• ..3'! .-.. - `.i SECTION C -C 504 CURB AND GUTTER EXIST. GROUND SLOPE VARIES GE�t l�ERE�A�rp1L0 140TES p r• Q�M//91T0 PsRICY Y TT- E�AF�NJClBIE�YtliM R9H 019Y', R' ,(EMS MAMAh. YICUIWNA SWi11T a Weal TF£ ENTRANCE wm cAawi AtAC4MOVATE TLE FRK 7f�E DE9[H roR 9aCwHN O&tXt1 HA S wHHM S'hE EATS OF THE RMSHOULD FYE lKNEASEO N _! 1. MYIEN 115F MOUNTABLE C" YAL EEIR CGJ.pJ11CttOq HE MfYH 5ik10AR0 CO.3 & WATCH Tam TO MAI T. SEE STAlI I CC- FOIE MM RAP OMNI TO BE L>�0 WRH iwS SY S. OPTI%M fLOWL MAY IM;OL3i� WN•Mk AF A PCRTIOl1 OF OtriT TO PAEt[AWE FOlgefO #' MhiER. ENTRANCE NOTES 5. RE ENtRATAPROYUC POStrM1tiaANARE AAt59 1. MAAA.!$ PAYEMEAIi SHKR eE COM51%XTEa TO THE WW LrAi SE%C�T ANY MOO" STAtlLL�glA7i REOVkEO FOR MArLME PAViM£MY 11RfEN GA1 4f RNrteb W THE EMrRaNCE.Y . W`�eE4"C C15O f ARUOTFHw T� MTV 1tEPLACEMENY Y ww LxE s. rHE a A+u MraaLAtAA r OwIaE s E VA".M AR NOT Me 'ciC. TO S�A�i ALLOWABLE ENTRANCE GRADE CHANGES ENTRANCE VOM9 DES RA" MAXMAI EXIST. GROUND / MORE THAN 1500 YPO EXIST. GROUND MEMML YP 500•g00 O (EXIST. GROUND LOW I R/W CG -6 CURB 4" CONCRETE & GUTT R SIDEWALK 'VDOT 21A 4" VDOT z1A STONE BASE STONE BASE 9 5' (PARKING SPACE) 0.5 EXIST. GROUND EXIST. GROUND EXIST. GROUND EXIST. GROUND EXIST. GROUND EXIST. GROUND . EXIST. GROUND EXIST. GROUND POINT OF R/W C/L FINISHED GRADE R/W " SM -9.5 SURFACE COURSE GENERAL NOTES-, E rN8 CM IM" w.NMSTFp/P�W " If nP�ROO�YM wr TAV4*99 QM& ?, q.!,40T rYpYYN�iLi#MM���'L�4YnA��.t ka RwpWR[Cp�T Yux�__5M7tK���r !S, ^E•.F M�nrtr Y � D SwOC1C9ECt+eEE TYPE a. )~/0ae'«i`�T`�i '►`"r lE"vx':so'°s. PoA(CA.Ia 01 ml U., PVT = t I�i w°vu "'.,rA�urr"' ,i)m°st�•`►•`cr"�a`�Pw.c rT x°mc F1F .NAT ,` '•w' w+ p q,q /q,y,App, nEn . r Fp C0M 1•>Mts - MpAtr9lfSY.WEG A rAtMOrT ie +u" r' ed,'`e `ru. TYP£ 6 i' grt tet ` E A Aa pMT w, r, vat PARK -4£>r AS � aR A9 _ CIY4A M t,uC PA NL /An VaED MYe�O�Cr7W�MA lid,rc�R r WN 9E rPrliprCtfD, ENTW2F " i e°E�s sti"a�Aaop""'�ta�i t e"i "as`"�at'�eaasseun r xaw A rY#t " FHAi 1 Ar mM pTC+F 0! M C/iRM 9T'LJ9N 6 rlrFErunnro sN; a - ATxx , arse .� rc. EF o.wm R .• M :rc nracwAA)r TYPE C t sAg' -�pykrry� i r gy�r` PARALLEL t, PERMNCUL R ' M0 WO SM f1MK. Tr6 WmT'tr I TNL'�SMNt9 2 MAP- iC" � tA• re,r[A1R0 4> D O O e D m 0 6 e 4490400000000. 0900 P 00000000004 p�, S.4 0oam00 PO 0e00o oo� B mm np mmo aapaP4 P4000 009Pp40„.O..D� • -. VAY-�A A -� 1 Tw -*wTw DOME 4ETECT/ E WARNS+'G _-A- ___ - - -PE9 CG -12 DETECTABLE iWARNNNG SURFACE r GENERAL NOTES 20).OS YPA." QWmR l " IANEPCAIAIIgv C y[ A-1 .s ssweET APPROAdI sm S ofAC1A 5110'A1L fPLANSr I ii A5 YAAKIrC ROADWAY 15CE i"iH 6r ... .... .-.. �..+ �. 1 1 WAtAUS Yo K AS 1 wawa, a i9 apMM Puwsr Ys�r � SSER �ID2! I b.• . TL�� __ HDtt` s�`o" ON nPPLCA°ft . $Ecfm5 A.1 NAUxrc aoAnwar PLAN VIEW MA4.W ROADWAY SLORE w pmoam CLOTVE MCC of OM OR 5Y MAx. �PONAL FLOW LLVE. SLME CNANC£ _ -.- V MMKNE. RPA]WAY --• •.,• •..• '••.-- .- CILMICE ^ -- a% UOL 5' MH. C FHTRNIC€ M CCNSVOM ORAOE C1 N"t VtH A PNtASOW Writ, SECTION A - A CLASS )J .�; •y, .'t• ..3'! .-.. - `.i SECTION C -C 504 CURB AND GUTTER EXIST. GROUND SLOPE VARIES GE�t l�ERE�A�rp1L0 140TES p r• Q�M//91T0 PsRICY Y TT- E�AF�NJClBIE�YtliM R9H 019Y', R' ,(EMS MAMAh. YICUIWNA SWi11T a Weal TF£ ENTRANCE wm cAawi AtAC4MOVATE TLE FRK 7f�E DE9[H roR 9aCwHN O&tXt1 HA S wHHM S'hE EATS OF THE RMSHOULD FYE lKNEASEO N _! 1. MYIEN 115F MOUNTABLE C" YAL EEIR CGJ.pJ11CttOq HE MfYH 5ik10AR0 CO.3 & WATCH Tam TO MAI T. SEE STAlI I CC- FOIE MM RAP OMNI TO BE L>�0 WRH iwS SY S. OPTI%M fLOWL MAY IM;OL3i� WN•Mk AF A PCRTIOl1 OF OtriT TO PAEt[AWE FOlgefO #' MhiER. ENTRANCE NOTES 5. RE ENtRATAPROYUC POStrM1tiaANARE AAt59 1. MAAA.!$ PAYEMEAIi SHKR eE COM51%XTEa TO THE WW LrAi SE%C�T ANY MOO" STAtlLL�glA7i REOVkEO FOR MArLME PAViM£MY 11RfEN GA1 4f RNrteb W THE EMrRaNCE.Y . W`�eE4"C C15O f ARUOTFHw T� MTV 1tEPLACEMENY Y ww LxE s. rHE a A+u MraaLAtAA r OwIaE s E VA".M AR NOT Me 'ciC. TO S�A�i ALLOWABLE ENTRANCE GRADE CHANGES ENTRANCE VOM9 DES RA" MAXMAI IiMMI MORE THAN 1500 YPO ox T S % MEMML YP 500•g00 O SM -9.5A LOW I LESS THAN 500 "D S • % 5 % ` r" 1"ic alk TO' "stxJ`€r Ciazc ars " BIT. PAVE. SURF. CRSE. EXIST. GROUND �+-3' 7' 7' 3 EXIST. GROUND 2 AGGREGATE SUBBASE CRSE. 20' 8" COMPACTED PRIVATE ALLEY D SECTION AGGREGATE BASE (20' PRIVATE ACCESS ESAlT.) COURSE, VDOT #21A DESIGN SPEEB..• 20 A&H TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL, 7TH EDITION TOWNHOUSES (ITE LUC 230) SCALE. 1 " 100' ADT: 19 UNITS x .5.86 ADT/UNIT = 111 ADT • = /i, � �'�--- (55.5 ENTER/ 55.5 EXIT) Al, /I / / i AM PEA K. 19 UNITS x 0.44 VPH/UNIT = 9 VPH '/ /, /f / //, , \ - -.. 2 EN TER/ 7 EXIT) PM PEAK: 19 UNIT S x 0.52 VPH /UNI T = 10 VPH (6 ENTER/ 4 EXIT) �ELV • ERE BLVD "z 1f % ! 1 1 - - -57$ - S' - ( / i� APARTMENTS (ITE LUC 220) ADT- 8 UNITS x 6.72 ADT/UNIT - 54 ADT (27 EN TER/ 27 EXI T) J S l { 1 1 ` / AM PEAK. • 8 UNl IS x 0.55 VPH /UNI T = 4 VPH I e \ /J I / 1 (1 ENTER/ 3 EXIT) I / / / /� ✓l ji %� ( I �I 1 \ I�/ } ' �� \ \ \, / / PM PEAK: 8 UNI TS x 0.67 VPH /UNI T = 5 VPH , 3 EN TER 2 EXIT) // /%/ E WAY / / l l I l ( / ) , /� NON- RESIDENTIAL/ OFFICE (ITE LUC 710) / / // 1 J� j / /J/ J ADT- 12,500 SF x 11.01 ADT/ 1000 SF = 138 ADT I JI % / /i� ✓ J \; m _�_ \ _ /' (69 ENTER/ 69 EX / T) J �JJ \� �\ \M- �r . , / J j I1 I / l 4 , AM PEAK: 12,500 SF x 1.55 VPH/ 1000 SF = 19 VPH 1% A -� - / / I I / (17 ENTER/ 2 EXIT) r / I \ i PM PEAK: 12 % 500 SF x 1.49 VPH 1000 SF = 19 VPH �� -�`` i� / �l / l (3 ENTER/ 16 EXIT) rn NON- RESIDENTIAL/ SPECIALTY RETAIL (ITE LUC 814) J// / / / /��li/ (I //1•� �ry n ,/ // Z / �J ADT- 12,500 SF x 44.32 ADT/ 1000 SF = 554 ADT / (277 ENTER/ 277 EXIT) Z �, / AM PEAK. • 12,500 SF x 6.84 VPH/ 1000 SF = 86 VIPH (41 ENTER/ 45 EXIT) fill / ..,, I/ � /T � � / / � / � l / / �/ ` j PM PEAK: 12,500 SF x 5.02 VPH 11000 SF = 63 VPIH / (I (35 EN TER/ 28 EXIT) Y (VARIABLE WIDTH) (5' MIN.) 4" CONC. d 4_ t v� d� �-- 4" 21 -A STONE BASE CONCRETE SIDEWALK NO SCALE NOTE: CONCRETE SHALL BE 3000 psi AT 28 DAYS OR STRONGER. GRADED & THOROUGHLY COMPACTED SUBGRADE TYPICAL ALLEY tat .PARTY M LOT SECTION SUBBASE DEPTH IS BASED ON AN ASSUMED DESIGN CBR VALUE OF 8. ADEQUATE SOILS TESTS OF THE SUBBASE SHALL BE PERFORMED FOR ACTUAL DETERMINATION OF REQUIRED SUBBASE THICKNESS PRIOR TO PLACEMENT OF SUBBASE. Table 4: Pavement Design (VDOT Pavement Design Guide) Pavement Design RF= 1.0 ® U PAVEMENT Design ADT CBR LOCATION SM -9.5A 21 -A PARKING SPACES 2" 8" ALLEYS 2" 8" BIT. PAVE. SURF. CRSE. EXIST. GROUND �+-3' 7' 7' 3 EXIST. GROUND 2 AGGREGATE SUBBASE CRSE. 20' 8" COMPACTED PRIVATE ALLEY D SECTION AGGREGATE BASE (20' PRIVATE ACCESS ESAlT.) COURSE, VDOT #21A DESIGN SPEEB..• 20 A&H TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL, 7TH EDITION TOWNHOUSES (ITE LUC 230) SCALE. 1 " 100' ADT: 19 UNITS x .5.86 ADT/UNIT = 111 ADT • = /i, � �'�--- (55.5 ENTER/ 55.5 EXIT) Al, /I / / i AM PEA K. 19 UNITS x 0.44 VPH/UNIT = 9 VPH '/ /, /f / //, , \ - -.. 2 EN TER/ 7 EXIT) PM PEAK: 19 UNIT S x 0.52 VPH /UNI T = 10 VPH (6 ENTER/ 4 EXIT) �ELV • ERE BLVD "z 1f % ! 1 1 - - -57$ - S' - ( / i� APARTMENTS (ITE LUC 220) ADT- 8 UNITS x 6.72 ADT/UNIT - 54 ADT (27 EN TER/ 27 EXI T) J S l { 1 1 ` / AM PEAK. • 8 UNl IS x 0.55 VPH /UNI T = 4 VPH I e \ /J I / 1 (1 ENTER/ 3 EXIT) I / / / /� ✓l ji %� ( I �I 1 \ I�/ } ' �� \ \ \, / / PM PEAK: 8 UNI TS x 0.67 VPH /UNI T = 5 VPH , 3 EN TER 2 EXIT) // /%/ E WAY / / l l I l ( / ) , /� NON- RESIDENTIAL/ OFFICE (ITE LUC 710) / / // 1 J� j / /J/ J ADT- 12,500 SF x 11.01 ADT/ 1000 SF = 138 ADT I JI % / /i� ✓ J \; m _�_ \ _ /' (69 ENTER/ 69 EX / T) J �JJ \� �\ \M- �r . , / J j I1 I / l 4 , AM PEAK: 12,500 SF x 1.55 VPH/ 1000 SF = 19 VPH 1% A -� - / / I I / (17 ENTER/ 2 EXIT) r / I \ i PM PEAK: 12 % 500 SF x 1.49 VPH 1000 SF = 19 VPH �� -�`` i� / �l / l (3 ENTER/ 16 EXIT) rn NON- RESIDENTIAL/ SPECIALTY RETAIL (ITE LUC 814) J// / / / /��li/ (I //1•� �ry n ,/ // Z / �J ADT- 12,500 SF x 44.32 ADT/ 1000 SF = 554 ADT / (277 ENTER/ 277 EXIT) Z �, / AM PEAK. • 12,500 SF x 6.84 VPH/ 1000 SF = 86 VIPH (41 ENTER/ 45 EXIT) fill / ..,, I/ � /T � � / / � / � l / / �/ ` j PM PEAK: 12,500 SF x 5.02 VPH 11000 SF = 63 VPIH / (I (35 EN TER/ 28 EXIT) Y (VARIABLE WIDTH) (5' MIN.) 4" CONC. d 4_ t v� d� �-- 4" 21 -A STONE BASE CONCRETE SIDEWALK NO SCALE NOTE: CONCRETE SHALL BE 3000 psi AT 28 DAYS OR STRONGER. GRADED & THOROUGHLY COMPACTED SUBGRADE TYPICAL ALLEY tat .PARTY M LOT SECTION SUBBASE DEPTH IS BASED ON AN ASSUMED DESIGN CBR VALUE OF 8. ADEQUATE SOILS TESTS OF THE SUBBASE SHALL BE PERFORMED FOR ACTUAL DETERMINATION OF REQUIRED SUBBASE THICKNESS PRIOR TO PLACEMENT OF SUBBASE. Table 4: Pavement Design (VDOT Pavement Design Guide) Pavement Design RF= 1.0 Location ADT HCV Design ADT CBR SSV Dr Surface IT a Base b a Sub -base IT a DP BELVEDERE PLACE 429 0 429 5 5 11.48 ISM-9.5 1 1/2 1.67 BM -25 3 2.15 21A 6 0.6 12.56 BELVEDERE WAY 108 0 108 5 5 6.68 ISM-9.5 1 1/2 1.67 BM -25 3 1 L5 21A 6 0.6 1156 ALLEY C 59 0 59 5 5 4.58 SM -9.5 1 1/2 1.67 BM -25 3 2.15 21A 6 0.6 12.56 ALLEY D 53 0 53 5 5 4.20 SM -9.5 2 1.67 BM 25 0 2.15 21A 8 0.6 8.14 1 1/2" SM -9.5 SURFACE COURSE 3" BM -25 BASE COURSE ' SUB-BASE /iii COURSE COMPACTED SUBGRADE A SPHA L T PA VI N G - BEL VEDERE PL ACE BEL VEDERE WA. Y ALLEY C NO SCALE •- ` • F - CURB EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH XIKZ CONCRETE • TO BE ' CLEARING, GRADING OR OTHER CONSTRUCTION. IF CAST IN SURFA ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. 4,000 PSI BASE IF - - , '••0 •��• • 6. • SUBBASE • 4" MinT(380(DOOd-O • , •.• •, VDOT #57, .: OR .. SE . -: STANDARD NO SCALE TRAFFIC CONTROL DEVICES. 4" 41P WIN /-2" R 6" T v STANDARD CG -6 CURB & GU T TER NO SCALE 7" ALBEMARLE COUNTY FINAL PLAN GENERAL NOTES GENERAL CONSTRUCTION NOTES 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 TRANSPORTA TION (VDOT). THIS PLAN AS DRAWN MA Y NOT ACCURA TEL Y REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN, 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATION AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. J. 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. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2: 1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF J. 1 OR BETTER ARE TO BE ACHIEVED. 6. PA VED, RIP -RAP OR STABILIZA TION MA T LINED DITCH MA Y BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7 ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM 0 TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS Ill. 9. ALL EXCA VA TION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA w > STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 2 GENERAL CONSTRUCTION NOTES FOR STREETS C 1. ALL MATERIALS AND CONSTRUCTION MUST BE TESTED AND DOCUMENTED ACCORDING TO VDOTSTANDARD AND SPECIFICATIONS V 2. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT -OF -WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE, ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED offlomm TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. 3. GUARDRAIL LOCA7IONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END LL TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF VDOT (FOR PUBLIC ROADS) OR THE COUNTY ENGINEER (FOR PRIVATE ROADS), OR DESIGNEE, lT 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. 4. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG -9(A, B OR C). 5. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE -1. ALBEMARLE COUNTY ENGINEERING FINAL PLAN GENERAL NOTES PAGE 2 OF 4 6. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. 7. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 8. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. 9. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. 10. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. 11. VDOT STANDARD CD -1 OR CD -2 CROSS - DRAINS ARE TO BE INSTALLED UNDER THE SUBBASE MATERIAL • AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. 12. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE K17H VDOT'S VIDEO CAMERA INSPECTION PROCEDURE. ROAD NOTES GRADING 1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL GOVERN THE,,MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT. 2. WHERE UNSUITABLE MATERIAL lS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER. J. ALL GROWTH OF TREES AND VEGETA TION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT. OTHER TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCTION OF THE SUBGRADEE, DRAINAGE 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE (1) FOOT. 2. STANDARD UNDERDRAINS (CD -1 OR CD -2 OR UD -4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD CONDITIONS INDICATE. J. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTAION SPECIFICATIONS UNLES: OTHERWISE NOTED ON PLANS 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WA TER COURSE. PA YEMEN T 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGA TE BASE MA TERIAL. IF THE SS VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECTION. 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLA TE AND COMPACTION BEFORE BASE IS PLACED. J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION FOR TYPE 1, H, OR ill PRIOR TO PLACING AGGREGATE BASE. 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS BEGINNING AT THE COMPLETION OF THE INSTALLATION OF THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, THE PUGMILL REQUIREMENT. WILL APPLY. 5. THE USE OF`AN AGGREGA TE SPREADER IS REQUIRED WHEN PLACING AGGREGA TE BASE. 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPACTION BEFORE SURFACE TREA 7MENT IS APPLIED. 7 PRIME COA T MUST BE APPLIED TO BASE MA TERIAL PRIOR TO PLACEMENT OF ASPHAL T (PRIME COAT RC -250 ® 0.3 GAL. /SQ. YD.). 8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA DEPAR TMEN T OF TRANSPOR TA TION SPECIFICATIONS 9. ENCROACHMENT' POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO NOT ENHANCE A ROADWAY'S CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED WITHIN THE RIGHT OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY PERMIT ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTATION MAY BE LOCATED WITHIN THE STREETS RIGHT OF WAY. 2 SM -9.5 ASPHALT - VDOT #57, #68, OR #78 STONE BASE UNDER CURB & CHECKED BY VDOT PRIOR TO PAVING AND /OR BACKFILLING. 8" COMPACT COMPACTED SUBGRADE PARKING LOT PAVING NO SCALE TH 0 WSCOTT� . COLLINSZI ,UU No. 35791 rl__ IONAL E��1 t j p L z � , � to ce 1 < U- z 0 I Z U) LU t Q m j o LU > Z I LU 0 Uj ,ry-I ,N-I .M-1 rM-I O d� _C L9 z co • It 0 • w > • offlomm • L9 _j z • -, . wLn Z) zU) • • C • O _ TR:T °- 60 w rM -L X 0 J 0 I-- v �� M O Ij o cn D C6 r~ wj PLANT LEGEND: /•�tTte�nchier Graszdsf�rs�'Autu�m k3rslltatsre' Magnol :a virgniana• Prunus.uedoensss ...... _ ... ..... . it 1�7T irre. seNc0erry• / NOTES: Total . 1. ALL TREES TO BE PLANTED SHALL MEET THE SPECIFICATION OF THE AMERICAN ASSOCIATION OF NURSERYMEN. THE PLANTING OF TREES Can—opy SHALL BE DONE IN ACCORDANCE WITH EITHER THE STANDARDIZE LANDSCAPE SPECIFICATIONS JOINTLY ADOPTED BY THE VIRGINIA . 642 NURSERYMEN'S ASSOCIATION, THE VIRGINIA SOCIETY OF LANDS PE DESIGNERS AND THE VIRGINIA CHAPTER OF THE AMERICAN SOCIETY OF iso LANDSCAPE ARCHITECTS, OR THE ROAD AND BRIDGE SPECIFI TIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION. 10 4;2201 L X 11. 4AQ9 : �T ANOPY CALCULATIONS: 2 2-50 ` TOTAL SITE AREA: 3.40 AC 148104/SF ' r 5` 654 ' CANOPY REQUIRED (10%): 0.34 AC 14,810 SF 14 l 7682 7ROPOS . 0.39 AC 17,406 SF �I 65� ."-- '`" its . ---' , .•a , .,- TOTAL PARKING LOT TREES REQUIRED: 236 3g66t) PARKING SPACES: 82 28 2,4.1:6.. # TREES REQ'D (1/10) 8 l r 114 7'296: #TREES PROVIDED: 10 9. - TOTAL. INTERIOR- LANDSCAPING: ___.�. - -- � "- - - -"". l f. ,f `� �•- � ~ �f: ;;� :: .= / -,..- -'- �,.�•'�'Ct,. -� I tom„ �.- S. ". .. ,. .....- 1 -- - - •PAVED PARKING & CIRCULAT 01'V AREA: ,0:5b AC SF AN P D 5%): 0.03--W 263 ISF CANOPY PHQVIULD� ---AC 5,879 ISF / 1 _0 ! / r l 1 I 1 / / I 1 1 1 l I �- ` -,,, � �� / , ` � ` � J,y. --• : f! BPS — � � �\ t �_ -,r : \ "— ♦ / 1 ' 1 ! j l ^' l l ! ( 1 / l I (f r, l l 1 � �-��� �, `\ j'�/ /�.-' .• .... , .,..'' p5. ,a ��--- - l � � . ' "� �; . � .i \ . -- -� -''- � \ 1 l l i l J j I 1 ! I 1 / l 1 1 / l 1 1 I l I f \ �, �. `. � � ��:..- � r� - ,.� ---� ..... .--, . � �,, : ` � � , . ; :.,. ' ; , �.., �.•- -.._ \ Ill / � i 1 ! 1 1 I I I / f 1 1 ` \� \ � ;, \ � \ t � �::� : _ ---• \ /I / �� / ! /111 ///r /1I1�/ /)11111 / \ 4 11111011 f 1 I J 1 1 1 t 9 Qp x. / I 5 i 3 � J I � \' ! 1 l 1 _ 1 / ! f• j I f / � t k 1 ! I i \ S 1 ! : \:.......... if / I I �, :d- • / r � - 1 \ 41 . ! `..'a_.� \. " \... IP'.. .; ....... \' \' \ \ / 1 4 � MY \ . 1' 3.. / '\ I�' 1 1 / I 1 I / I 1 It 0 1 / I J t I f \ \ a / r~ l 1 1 I l � J 1 _ l r 1 t 1 i ( r 1 1 1 / 1 \ 1 1 , 1 _ y i 1 1 1 ( ( I ( 1 I f t \ ( I r ) I \ 6 I r4 1 1( II(III 1 1 / l I I' 1 I i 1 1 r r I r — --1 i 111 C 11 I 1 1 1 I I ! V ( f I ( ( -( 1 11111 1 I 1 1+ I 1 III -il 1 ( \ I 1 , r 1 1 I 1 (1111 ! \../ 1p ( 1 III(! I I I ♦_,, \ \ III � +. 1 I f 1 i , 11 E \ I i r { 4 I l l I t I \ r I I l ( 1 \ 11111 \ \\ \ l 1� 1 c 1 �� ► I I 1 { �/ / — —` � \ \� III �`. 'E \ I l 1 I 1 I II 1 I I 1 1 ! c I l i i 1 It r e M' �. 't / d \' \ i r '� • CC r-- 9F M � 4 �`R � z� :,t. . r f ^" k --. . ' �� .--- .n ' \ r / r q' c9 \ �'�• - ./ ,.��� .`yam ' ?�: ;, .. ..-%" '¢4 .,� -. 3i - FP / \ .e' +• I t Y / d lla 4 1 'V.. 1 .. 77, • ' .. '-.t... - \w (/ 1, cal /,•r} ��`�\�. ....L.•.. :':°�" -� .. - .� . �':•4,J.� ........... .� ... i c REFER TO TREE STAKING DETAIL TRENCH EDGE AROUND ENTIRE AREA TO BE MULCHED REFER TO ROOTBALL PIT DETAIL NOTES: 1, SET TREE PLUMB PRIOR TO STAKING. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND 2. SHALL BE PERFORMED UNDER THE SUPERVISIOPd OF THE LANDSCAPE ARCHITECT. i � TREE PLANTING SECTION 1. SET TREE PLUMB PRIOR TO STAKING. I T H PRUNING IS RESTRICTED O THE OF DEAD O 2 L AL AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT. 3. DO NOT ALLOW AIR POCKETS TO FORM WHILE BACKFILLING. 4. IMMEDIATELY SOAK PLANT WITH WATER. 5. SEE IRRIGATION P LAN S/ DETA I LS /SP ECIF I A TIONS AS THEY RELATE TO THIS INSTALLATION. SPECIMEN SHRU (AS SPECIFIED O D RAWINGf REFER TO ROvi on�� r DETAIL SHRUB PLANTING N.T.S, RENCK EDGE AROUND NTIRE AREA TO BE IULCHED GUYING DETAIL CONSISTS GUYS.SET 120° AROUND JT PIT ON "UPHILL" SIDE =R TO TREE KING DETAIL IPACT EXCAVATED SOIL FORM ROOTBALL PIT DOWNHILL SIDE OF TREE VCH EDGE AROUND RE AREA TO BE .,HED R TO ROOTBALL PIT AIL NOTES: 1, SET TREE PLUMB PRIOR TO STAKING 2. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITEC '_2� TREE PLANTING ON SLOPE SECTION BACKFILL TO TERMINATE --\ AT TOP OUTSIDE LIMITS OF ROOTBALL ADD MULCH OVERTOP OF BALL R O PLANTING O AND PLA NG P T I LIMITS BEGINNING AT NO MORE TH AN 1" DEPTH AT TRUNK AND TAPERING UP TO A DEPTH OF 3" AT PLANTING PIT LIMITS, THEN TAPER TO PROPOSED FINISHED GRADE TYP CUT AWAY ALL WIRE BASKETS AND /OR NON - BIODEGRADABLE ROOTBALL LL WRAPPING AFTER FINAL TREE PLACEMENT. BURLAP ROOTBALL WRAPPING TO BE UNTIED FROM TRUNK A TA AWAY O A POINT AND CU W 0 AT A T 1/ DISTANCE LE S 2 DI NC DOWN O ROOTBALL. BA SCARIFY SE F PLANT PIT 0 WHEN EXCAVATING PIT: BREAK THROUGH AND LOOSEN ALL (REMOVE AS HARDPAN OV NECESSARY TO FACILITATE DRAINAGE) VAI1IS FOOTBALL ,TH 0o—p_'� SCOTT R. COLLTNSt4o No. 35791 ' 1 REFER TO TREE STAKING DETAIL WITH BACKFILL CULTIVATED, 'PLANT ORIGINAL SOIL FROM T N PIT EXCAVATION IF LOOSE. IF T MATERIAL I N EXCAVATED MATER S 0 T LOOSE, SUBSTITUTE WITH ACCEPTABLE TOPSOIL MATERIAL. AMEND BACKFILL ER SPECIFICATIONS. COMPACT 0 BACKFILL IN LIFTS BY FOOT. WATER THROUGHLY AT 1/2 DEPTH. RETURN AND COMPACT LOOSE MATERIAL T EXCAVATED R 0 PLANT PIT TO ESTABLISHED PROPER DEPTH PRIOR TO PLANT PLACEMENT NOTES: S H CHARACTERISTICS 1. NOTIFY LANDSCAPE ARCHITECT OF ANY SITUATION W ERE SOIL C R ER ISTICS ARE NOT AGREEABLE TO THESE PLANTING CRITERIA OR WHERE CONDITIONS RAISE CONCERNS IN TERMS OF PLANT SURVIVABILITY OR WARRANTY. 2. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OF ANY PLANT DAMAGE EXPOSED BY OR INCURRED DURING, PLANTING PROCESS. � ROOTBALL PIT Ll 001 SECTION N.T.S. ,2 SECTION N.T,S. .. ...... A. _�. �. ��. .. 7 •� �t / .. r ..., a rx. / k 0 TOUSEE CONTRACTOR EXTREME CARE AND ....................... .... , • . . • ' • •.. - ... t :'':� .�. ,.,, <:�. -' `J / N CAUTION AS NOT TO DAMAGE ANY TREES SCHEDULED / .. :: -- -- .�� �� °: -: - -'` _ =- ' '.. . ' '- . 1' ' ' '�'f •_ - �- .... ' .........`� -� '....' �. �' ' � � �.. ' . C:..�.1 � • r' _ ,:t;••��t ,`�.'..a ..� -� / TO REMAIN OUTSIDE LIMITS OF CONSTRUCTION. PROPERTY LINE SERVE LIMITS i � --__ - •-x-�, �,''_ � ..,.Li'.....'.. . ..... �`�{.� , .... ... . ':-.. .. '�• \� � . � ... -•=�G- � _ _ - •.�} - .f SAS L MI S OF / \ -' - - -- <s �� �� . v �,, ; :.• • • , . / NO CONSTRUCTION EQUIPMENT OR STORAGE SHALL OCCUR WITHIN DRIPLINE OF EXISTING TREES. L1� _ • I Al i .... ' ' t�: >':; PRIOR TO MOBILIZATION CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECT LA TO DISCUSS .... / ` \r; i� r ' A 6: c .....�::.. . c> A. YV v - . �.�.. .. � � TREE PROTECTION 'EFFORTS. .. TS ALL TREE PRO C 0 S .... .. ,� TE Tl N MEASURES SHALL BE APPRO D Y LA AND t VE B (f(/ ::,::. 1'�' .A :...�. „ t ..:• .�.:- ( AG _�-- :.;.,•}';:;• „: }r;, >;..;. OR TREE ARBORIST BEFORE ANY CONSTRUCTION ACTIVITIES SHALL TAKE PLACE ON- -SITE. t � . \ .. .. .' '.'. _..... --T .%l l .. J ; / .t..; ,..t!..;: tat <t�'.:�, -. /� /r / a'�' � ' ' ' ' • ' T6 'CA'.-'.'-'. - ..... ...... �� �:.: .•t•:,':. • • .... . �. �. �. °�v =- :'..�.�.��.�- rte-”' �•:z��,:, ><..�����,_� :. �. :.� � CONTRACTOR TO MONITOR TREES FOR STRESS AND/OR DAMAGE AND ADVISE LA AND TREE ARBORIST IF ANY OCCUR. _ CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT AND/OR TREE ARBORIST 48-HOURS N ADVANCE A _ H I CE . � 1 CC k , ... / / OF ANY CONSTRUCTION C •. , • - ,.;•.... � • .,. ., ' • ' ' „ �q -� ,,,.- �'�' \ ,. TIVIT1Y NEEDED WITHIN ANY TREE PROTECTION MEASURE. ALL TREE � \ _ TIO A PROTECTION MEASURES SHALL BE REPLACED IN ORIGINAL TIO 0 L CA N ONCE WORK HAS BEEN F /, / • _ � /COMPLETED. N0 WORK SHALL ' �- �. � - LL BE DONE WITHIN DRIPLINE S TH NE OF EXISTING TREES UNLESS APPROVED BY \ \ TR E E ARBORIST OR LANDSCAPE ARCHITECT PRIOR TO WORK. - - r / i 1 ALL WORK TO BE PERFORMED BY THE CONTRACTOR WITHIN THE DRIPLINE OF ANY EXISTTNG TREE s \ ,Y OR TREE PROTECTION AREA SHALL BE DONE IN A MANNER SENSITIVE TO ENSURING NO DAMAGE �G — -� = `' r — / WILL BE DONE TO THE EXISTING TREES. THE PREFERRED METHOD FOR GRADING SMALL AREAS _j:,,� ., v _- '-r. 5;:•s';'' WITHIN THE DRIPLINE SHALL BE DONE BY HAND. LARGER AREAS TO BE GRADED MAY BE DONE WITH 2 33 i F �� A SMALL BOBCAT /TRACT --HOE. CONTRACTOR TO DISCUSS METHODS OF GRADING WORK WITH M .LANDSCAPE ARCHITECT AND TREE ARBORIST PRIOR TO COMMENCING ANY SUCH WORK WITHIN DESIGNATED TREE PROTECTION AREAS A OR WITHIN EXISTING DRIPLINES. r. ALL PLANTS HAVING A QUANTITY GREATER THAN ONE(1) SHALL BE MATCHED AND SUPPLIED FROM r ' -;��•. #- • >\ � E SAME SOURCE E TH M (PER SPECIES). s =+hT••`:5 '� W , ,_t," .DTi. :tit ' 4 l: �G try y . :fit-• } .., ' L ,•i.'Z^ -t,. z. • 4. 1 R GE .s y•:. • v,.. . _• � , ., ..•, �, CONTACT LANDSCAPE ARCHITECT F �•'' .. � > . ;` . � . , • AT THE TIME 0 PLANT MATERIAL DELIVERY BEFORE ANY - ---��" SUBSTITUTIONS OR CHANGES, IF SCHEDULED TYPES ARE UNAVAILABLE, AND FOLLOWING / 7 Cs / INSTALLATION. ALL PLANT SUBSTITUTIONS SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT / \ .'..... T. (- - 4-2- - • r:.`. 7. \ ' PRIOR TO PLACEMENT OF ORDERS. ' r' r LANDSCAPE ARCHITECT SHALL INSPECT AND L _ r APPROVE ALL PLANT MATERIAL AT TIME OF DELIVERY -- - "` -� �- -• - - -- - -.- / AS WELL AS AFTER INITIAL PLACEMENT PRIOR TO PLANTING. CONTRACTOR TO NOTIFY LANDSCAPE r d < , n v - -- _ _ - -- ' =.. — z k, - - `=- -- - f ARCHITECT 48 -HOURS PRIOR TO DELIVERY. .0 a ,.w 10NAL z Qa c t 2 � L z o = z c F.. O F + WV). U) J a m i Lu c H Z i u L ,2 O LLJ ` (n N N M M O d\ N n l e • z O U L v W 0 z O U) � ' 1 REFER TO TREE STAKING DETAIL WITH BACKFILL CULTIVATED, 'PLANT ORIGINAL SOIL FROM T N PIT EXCAVATION IF LOOSE. IF T MATERIAL I N EXCAVATED MATER S 0 T LOOSE, SUBSTITUTE WITH ACCEPTABLE TOPSOIL MATERIAL. AMEND BACKFILL ER SPECIFICATIONS. COMPACT 0 BACKFILL IN LIFTS BY FOOT. WATER THROUGHLY AT 1/2 DEPTH. RETURN AND COMPACT LOOSE MATERIAL T EXCAVATED R 0 PLANT PIT TO ESTABLISHED PROPER DEPTH PRIOR TO PLANT PLACEMENT NOTES: S H CHARACTERISTICS 1. NOTIFY LANDSCAPE ARCHITECT OF ANY SITUATION W ERE SOIL C R ER ISTICS ARE NOT AGREEABLE TO THESE PLANTING CRITERIA OR WHERE CONDITIONS RAISE CONCERNS IN TERMS OF PLANT SURVIVABILITY OR WARRANTY. 2. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OF ANY PLANT DAMAGE EXPOSED BY OR INCURRED DURING, PLANTING PROCESS. � ROOTBALL PIT Ll 001 SECTION N.T.S. ,2 SECTION N.T,S. .. ...... A. _�. �. ��. .. 7 •� �t / .. r ..., a rx. / k 0 TOUSEE CONTRACTOR EXTREME CARE AND ....................... .... , • . . • ' • •.. - ... t :'':� .�. ,.,, <:�. -' `J / N CAUTION AS NOT TO DAMAGE ANY TREES SCHEDULED / .. :: -- -- .�� �� °: -: - -'` _ =- ' '.. . ' '- . 1' ' ' '�'f •_ - �- .... ' .........`� -� '....' �. �' ' � � �.. ' . C:..�.1 � • r' _ ,:t;••��t ,`�.'..a ..� -� / TO REMAIN OUTSIDE LIMITS OF CONSTRUCTION. PROPERTY LINE SERVE LIMITS i � --__ - •-x-�, �,''_ � ..,.Li'.....'.. . ..... �`�{.� , .... ... . ':-.. .. '�• \� � . � ... -•=�G- � _ _ - •.�} - .f SAS L MI S OF / \ -' - - -- <s �� �� . v �,, ; :.• • • , . / NO CONSTRUCTION EQUIPMENT OR STORAGE SHALL OCCUR WITHIN DRIPLINE OF EXISTING TREES. L1� _ • I Al i .... ' ' t�: >':; PRIOR TO MOBILIZATION CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECT LA TO DISCUSS .... / ` \r; i� r ' A 6: c .....�::.. . c> A. YV v - . �.�.. .. � � TREE PROTECTION 'EFFORTS. .. TS ALL TREE PRO C 0 S .... .. ,� TE Tl N MEASURES SHALL BE APPRO D Y LA AND t VE B (f(/ ::,::. 1'�' .A :...�. „ t ..:• .�.:- ( AG _�-- :.;.,•}';:;• „: }r;, >;..;. OR TREE ARBORIST BEFORE ANY CONSTRUCTION ACTIVITIES SHALL TAKE PLACE ON- -SITE. t � . \ .. .. .' '.'. _..... --T .%l l .. J ; / .t..; ,..t!..;: tat <t�'.:�, -. /� /r / a'�' � ' ' ' ' • ' T6 'CA'.-'.'-'. - ..... ...... �� �:.: .•t•:,':. • • .... . �. �. �. °�v =- :'..�.�.��.�- rte-”' �•:z��,:, ><..�����,_� :. �. :.� � CONTRACTOR TO MONITOR TREES FOR STRESS AND/OR DAMAGE AND ADVISE LA AND TREE ARBORIST IF ANY OCCUR. _ CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT AND/OR TREE ARBORIST 48-HOURS N ADVANCE A _ H I CE . � 1 CC k , ... / / OF ANY CONSTRUCTION C •. , • - ,.;•.... � • .,. ., ' • ' ' „ �q -� ,,,.- �'�' \ ,. TIVIT1Y NEEDED WITHIN ANY TREE PROTECTION MEASURE. ALL TREE � \ _ TIO A PROTECTION MEASURES SHALL BE REPLACED IN ORIGINAL TIO 0 L CA N ONCE WORK HAS BEEN F /, / • _ � /COMPLETED. N0 WORK SHALL ' �- �. � - LL BE DONE WITHIN DRIPLINE S TH NE OF EXISTING TREES UNLESS APPROVED BY \ \ TR E E ARBORIST OR LANDSCAPE ARCHITECT PRIOR TO WORK. - - r / i 1 ALL WORK TO BE PERFORMED BY THE CONTRACTOR WITHIN THE DRIPLINE OF ANY EXISTTNG TREE s \ ,Y OR TREE PROTECTION AREA SHALL BE DONE IN A MANNER SENSITIVE TO ENSURING NO DAMAGE �G — -� = `' r — / WILL BE DONE TO THE EXISTING TREES. THE PREFERRED METHOD FOR GRADING SMALL AREAS _j:,,� ., v _- '-r. 5;:•s';'' WITHIN THE DRIPLINE SHALL BE DONE BY HAND. LARGER AREAS TO BE GRADED MAY BE DONE WITH 2 33 i F �� A SMALL BOBCAT /TRACT --HOE. CONTRACTOR TO DISCUSS METHODS OF GRADING WORK WITH M .LANDSCAPE ARCHITECT AND TREE ARBORIST PRIOR TO COMMENCING ANY SUCH WORK WITHIN DESIGNATED TREE PROTECTION AREAS A OR WITHIN EXISTING DRIPLINES. r. ALL PLANTS HAVING A QUANTITY GREATER THAN ONE(1) SHALL BE MATCHED AND SUPPLIED FROM r ' -;��•. #- • >\ � E SAME SOURCE E TH M (PER SPECIES). s =+hT••`:5 '� W , ,_t," .DTi. :tit ' 4 l: �G try y . :fit-• } .., ' L ,•i.'Z^ -t,. z. • 4. 1 R GE .s y•:. • v,.. . _• � , ., ..•, �, CONTACT LANDSCAPE ARCHITECT F �•'' .. � > . ;` . � . , • AT THE TIME 0 PLANT MATERIAL DELIVERY BEFORE ANY - ---��" SUBSTITUTIONS OR CHANGES, IF SCHEDULED TYPES ARE UNAVAILABLE, AND FOLLOWING / 7 Cs / INSTALLATION. ALL PLANT SUBSTITUTIONS SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT / \ .'..... T. (- - 4-2- - • r:.`. 7. \ ' PRIOR TO PLACEMENT OF ORDERS. ' r' r LANDSCAPE ARCHITECT SHALL INSPECT AND L _ r APPROVE ALL PLANT MATERIAL AT TIME OF DELIVERY -- - "` -� �- -• - - -- - -.- / AS WELL AS AFTER INITIAL PLACEMENT PRIOR TO PLANTING. CONTRACTOR TO NOTIFY LANDSCAPE r d < , n v - -- _ _ - -- ' =.. — z k, - - `=- -- - f ARCHITECT 48 -HOURS PRIOR TO DELIVERY. .0 a ,.w 10NAL z Qa c t 2 � L z o = z c F.. O F + WV). U) J a m i Lu c H Z i u L ,2 O LLJ ` (n N N M M O d\ N n l e • 3 3 3 3 J((3 I 3 (/ts° 1 3 3 3 3 a' W W 3 I 3 1 3 3 Luminaire Schedule Project: Belvedere Town Center Symbol Qty Label Description Arrangement Lumens /Lamp LLF Filename 2 SA Gardco G18- 1- 3XL- 250PSMH @ 25' SINGLE 22000 1.000 G18- 3XL- 250P.ies 2 SB Gardco G18- 2- 3XL- 250PSMH @ 25' BACK -BACK 22000 1.000 G18- 3XL- 250P.ies Gry 1 SC Gardco G18- 1- 3XL- 250PSMH -HS @ 25' SINGLE 22000 1.000 G18- 4XL- 250P- HS.ies 1 SD Gardco G18- 1- BLC- 25OPSMH @ 25' SINGLE 22000 1.000 G18- BLC- 250P.ies A f �..-• ,ice / Calculation Summary Project: Belvedere Town Center Label Avg Max Min Avg /Min Max/Min # Pts Units Main Parking Area 2.57 9.22 0.18 14.28 51.22 129 Fc Maximum - 9.22 Minimum = 0.18 oA ,. gQ Qoo iG i 8 Are Avg /Min Ratio = 14.28 }o C a L rn uinaires ,-.f �,� �.,� •,,l 6...�'" C 3. o Qtk ohs Pi!tiips CmrCcs Gy¢#r,4a$ tsan x Ilmrtr:re dehtsed try ir# s#cek.pecfriaap4 rued,crtrisvusilem.T(i : aucuia$ ^, G , 45 one:{iie¢e Me zasE Plumtautm slid. rnt ,,n- diiectfy ta, a pole: br waif 5i i6pur, tkre neez$:ot s Sepdt , sEtppocc_ i teen rng. a slim rM rdyt a dq T y e. s .3, n #'V ad!SJ Max/Min Ratio 51.22 FUUanv:Yke No. Points 129 — i � G „ � a� �� o'( dpo :frame h sL+gle -pFece 4<eca. ;t alu srrr and reratns an apciteNy c#gartea�Yrzred Antgjnsx I Th #urnunaire ' - \ �/ ! �� t evn fete sealed aml sleeted •. \ 1 P Y �a .,. pYeveROP$ irKrus.o f dm,':ansist ,dust and triFeexs, C i`l\In$ .tuminxlr�AS 1 5 0 05 are fraud wai a kde and aura ©n, its t [GiC pawdercoat PIPE Gass Izms iufitl � t# inv5•ide. fia8 cu(©it 021 armence. SsgLe +alEU�^,naiPSpraY�d puwHpertesrenaevca 1 5 � 41iEFYX. ifWtiTiNG 015TPl tITiON WA) -rA0E 46MAr 44H1SJH 1pF•SIpS•rfi �P� / ,. �,r ,�.. SP` � a Q E+cerdw'ce�r de �,re eNe aDa' h^�?� -0u.e. n C,eaSu ;wai•er'vnr��';e re�CC .ttn�,c ».tiN�e a'� aa?t»�a uaaacan�i ,ewr crc w,kf: Refe -*?.' 11;s41i cnw t vc ftr Z. PREFIX MOUNTING fSI5TRI lib TI.ON /1� 1 ? 32 1.5 006 C1 F8 GuEArngLumalrg' i 5fngaPoPtaunf i3:, 7ypet&iaraanaFtsavp / a n pie nabtaz #bra= XL yw f # ac ra $t p _ /"�F �^" _,.- ....... . ,\ , 240 Y to Yo(e M4.�+nt zs 90'.: 35ft 'I•y¢w uixHn+'.notiiat tamp. ti i /r <> f \ i f 2.0 0• 3 way Bale newnc a v ut TyF° tV H4iianW imnp 161 o 1g Pate kj-C at 11W. ace= a=tw t ConYSC # 1-� l 0.015 4 4wxy Fpke Mount " tit: . Ypgie Y, 80fE 'M,.I drs�? ati /i < ` 185 10 13 -`?� s� ( 9 0• 0• W '.wa3i tl�unt<fiecexse4} 6six _ , / 2t�5 ' 010 Mlstl MWIMNrface Cnnd wt t,uoteakteescci9a un rry apex, 1 WA"AGE. lUL7ACsE .. .. 06 W. 4f .x.t o. y 5 / 3 A 56 , 2 4 •iYt t ci�i ,t. 0• / 2 36 � 1 s` l 7 13 q• .,U i �o / t - 0 , 0 Y 3 4 G i / 1• v 6 0 — s•. r'• _ .. -. •!. ;mil i / / ����.; 2. _ _ �. \ 1 n1 � �.`.. --. '� .,., . _.,<s• _ „n i20 2 341 X09 177 440 aoa•xra' fhv5hlCE msCP�£by�prx�, � ;�,a� Pza,tirza }max C rw.,aAed � toi' {erJ pay.. 5 nirquFGr�ro^'p'!�+� d tit !fl°Gn *,du�zt txt�sae i a+zaozrru3ery r cti� s•a� va, . z amxe. sear.: PSE + d,r",2t1/.S TT/ Mff °d! mnHa4a 71V 27IY' nt rer px 347V' crct 18015 iTHd SCOT R. COLLINS'� H--- -t No. 35791 ,h- 0"x`4 j0NAL E��t z o � h Z LU F tf3 e W � o Z z � N O V) L LLJ H c W iii. t p � i z aQ a i ce F z o + � L Z) Q U � H F V) V) e t•-+ � V) u CO C i o 1 H � o LU W N N M CO .-f .-1 r-I i-i L f LEA 0�p 0� &.Set l044 nextsop ta�rhe :.. F SK QS1 Q934fcbix oapapdk . 70« wfhespes*"d3.MKka.Pmid: tQOHH' 150.ps m r 310a5MMo.0 mm PrhI'iSWnh#Ff N.ay.,>enedagbsr. ttamw. I3gP39a+r<"+c .aao'+sis4ti�3s. 16004MW. .. HSPSHHi z INFISMW sT. :i,akt4v ... Sina:an3 Vf}�,. A3c$avoc $oHosj tT51^tiC -- 13$Hlt $GOMti'" tOg0lMlii' .:. ... . CASmvfll4a -rS 46GM5'E E ..ru em . dtlC4 IrE 114CMYE ¢ M [k<NOtn�i 4) iarr%na hStE pttnx':iicfn#t �,b.equ�,esx: dimte r EAea Srne�l rate 400 wi MosterL�re6Ge :. X#aMCE:IK� }I'YMCEBKR? UJ r f4W i^C#rfB lYg FiaHde' Fssa .. . A\,tm,d PrnA�.rc6d CAI*.N rgrft 537Y}i 6if #8&ili{rSjttkY 31,4Yt:.� isrearo,,� }, a(arccEcre� aI�HCE�tteGW; ISM: w .Ne.+ivrt fiI#2 '!:W!#ifttla`NrT31NT]7 Elkslrunrc �rPrtrst' a ITS. s� c: z E Peas 0 12 r:,m .... _ a4Sg. Jm .C4 ). . 1it�Ar�xuCa'Surq iatims: asaevs aax as TsaNpsr :. .... MfigestuGwav jQAWPS: '1SttNPS ,40 PS Low piGStue iodtms ,N/ARNING. CJse of athertfam�+s; vaitl� nvar'r ntit_... 3SL" 3 t�i.3,. bH aol4ddAirl ...� � S M sra 6k aak a Siev'ea:. �' I€AMY xxJtd'ex m 4f3�5 Yt5 Yvx+raq�t Ri+flti tna?54r><t�n¢ cSGm&Ylrneno fli ra[aaF.fk lo,a� tai}2alq.:. ....... .... ... . tAibtdogea mprkrdxnih Grck "E eef fedem! rrerly e�ceacf startda}ds ap a$k m, i St# wa ' ihswCh, Shb — pigwf hn6de 7wnn a as t)? � i20 2 341 X09 177 440 aoa•xra' fhv5hlCE msCP�£by�prx�, � ;�,a� Pza,tirza }max C rw.,aAed � toi' {erJ pay.. 5 nirquFGr�ro^'p'!�+� d tit !fl°Gn *,du�zt txt�sae i a+zaozrru3ery r cti� s•a� va, . z amxe. sear.: PSE + d,r",2t1/.S TT/ Mff °d! mnHa4a 71V 27IY' nt rer px 347V' crct 18015 iTHd SCOT R. COLLINS'� H--- -t No. 35791 ,h- 0"x`4 j0NAL E��t z o � h Z LU F tf3 e W � o Z z � N O V) L LLJ H c W iii. t p � i z aQ a i ce F z o + � L Z) Q U � H F V) V) e t•-+ � V) u CO C i o 1 H � o LU W N N M CO .-f .-1 r-I i-i L f LEA 0�p 0� &.Set l044 nextsop ta�rhe :.. F SK QS1 Q934fcbix oapapdk . 70« wfhespes*"d3.MKka.Pmid: ('�"� v' A M Z ��� ++ RyRt4Q ,1 �/*r SToii Y>�Tt!�r.nnYt��s `Y ) UJ r f4W i^C#rfB lYg FiaHde' Fssa .. . A\,tm,d PrnA�.rc6d CAI*.N rgrft 537Y}i 6if #8&ili{rSjttkY 31,4Yt:.� �.// ISM: w .Ne.+ivrt fiI#2 '!:W!#ifttla`NrT31NT]7 � �1 " "r 1 Were, {m Mfrs6li t4 EN uaa /451 Kt_ "'r �� ar�A� yea c�.tae warrw�: to3as PMtW't 4411 ce5iloom,lhowzs PS M ® � � —� ,N/ARNING. CJse of athertfam�+s; vaitl� nvar'r ntit_...