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HomeMy WebLinkAboutSDP201800059 Plan - Submittal (First) Final Site Plan and Comps. 2018-07-09ENERAL NOTES` DEVELOPER: GLOBAL VIEW DEVELOPMENT, LLC PO BOX 7505 CHARLOTTESVILLE, VA 22406 OWNER: TMP 06100-00-00-16000 DB 4966, PG 361 NEW BELVEDERE INC 610 W EST RIO ROAD CHARLOTTESVILLE,VA 22901 ENGINEER: COLLINS ENGINEERING 200 GARRETT STREET, SUITE K CHARLOTTESVILLE, VA 22402 CONTACT: SCOTT COLLINS, PE 434.293.3719 TAX PARCEL #: 06100-00-00-16000 (TOTAL ACREAGE OF PARCEL - 7.82 ACRES - PHASE IVA-1) TOTAL ACREAGE (PHASE IVA-1 AND PHASE IVA-2) = 8.25 ACRES *NOTE: AN OFFSITE ACCESS EASEMENT AND OFFSITE DRAINAGE EASEMENT IS LOCATED ON TMP 62A3-1 (PROPERTY OWNER: BELVEDERE LAND HOLDINGS LLC) ZONING: R-4 ZONING - CLUSTER DEVELOPMENT (25% OPEN SPACE) & AIRPORT IMPACT AREA (AIA) PROPOSED USE: RESIDENTIAL DEVELOPMENT PHASE IVA-1 (THIS SITE PLAN) 2 SINGLE FAMILY DETACHED LOTS 19 SINGLE FAMILY ATTACHED LOTS 1 RESIDUE LOT FOR FUTURE DEVELOPMENT (FUTURE 3 SFA UNIT'S) PHASE IVA-2 (FUTURE DEVELOPMENT PLAN) 1.464 ACRES FOR FUTURE DEVELOPMENT (9 SFD LOTS) TOTAL UNITS (PHASE IVA-1 AND PHASE IVA-2) = 33 UNITS ACREAGE: LIMITS OF PHASE IVA DEVELOPMENT WITHIN TMP 61-160) = 7.53 ACRES (TOTAL ACREAGE OF PHASE IVA-1 AND PHASE IVA-2) = 8.25 ACRES NOTE: PHASE IVA-2 INCLUDES 0.046 ACRES (TMP 62A3-1) & 0,674 ACRES (TMP 62-2B) DENSITY: BY -RIGHT 4 UNITS / ACRES PHASE IVA-1 (THIS PHASE) 7.53 ACRES x 4 UNITS / ACRE = 30 UNITS ALLOWED 21 UNITS + RESIDUE PARCEL FOR (3) FUTURE DEVELOPMENT UNITS 24 UNITS / 7.53 ACRES = 3.19 DUA ULTIMATE DEVELOPMENT DENSITY: TMP 61••160 (7.53 ACRES) + TMP 62-26 (0.674) + TMP 62A3-1 (0.046) TOTAL ACREAGE (BY -RIGHT R-4 PHASE IVA DEVELOPMENT) = 8.25 ACRES 22 SFA UNITS + 11 SINGLE FAMILY DETACHED UNITS = 33 TOTAL UNITS 33 UNITS / 8.25 ACRES = 4 UNITS / ACRE (ALLOWABLE DENSITY = 4 UNITS / ACRE) OPEN SPACE. REQUIRED OPEN SPACE = 25% (PHASE IVA-1 - THIS SITE PLAN) 7.53 ACRES x 25% = 1.883 ACRES OPEN SPACE REQUIRED PROPOSED OPEN SPACE = 1.934 ACRES ULTIMATE DEVELOPMENT ACREAGE = 8.25 ACRES ULTIMATE REQUIRED OPEN SPACE = 2.063 ACRES (25% OPEN SPACE) PA E PR VIDED = 2. 4 A RE 2.2 ULTIMATE OPENS C O 65 C S 3 ( ) NOTE: OPEN SPACE IS HEREBY DEDICATED TO THE BELVEDERE HOA - TREET PA E PR VIDED WITH THI PLAN F R THE 21 PR POSED UNIT PARKING: 42 OFFS S C S O S O O S (2) PARKING SPACES PROVIDED PER LOT IN GARAGES AND DRIVEWAYS SHALL BE ACCESSED VIA ALLEYS OR THE STREET (1 DRIVEWAY SPACE & 1 GARAGE SPACE) REQUIRED GUEST PARKING = 19 UNITS x 1 SPACE / 4 UNITS = 5 SPACES REQUIRED ONSTREET PARKING (GUEST SPACES) PROVIDED = 15 SPACES FOR GUEST PARKING NOTE: 15 SPACES PROVIDED ALONG FOWLER STREET + 6 SPACES ALONG BELVEDERE BLVD, SOURCE OF BOUNDARY SURVEY: ROUDABUSH, GALE & ASSOCIATES 2016 AGSM LAND TITLE SURVEY OF BELVEDERE STATION LAND TRUST LLC SOURCE OF TOPOGRAPHY: VIRGINIA RESOURCE MAPPING AERIAL SURVEY, DATED JANUARY 2016 DATUM: ELEVATIONS BASED ON NAD '83. FLOODPLAIN INFORMATION: THIS PROPERTY IS LOCATED OUTSIDE OF THE FLOODPLAIN LIMITS AS SHOWN ON THE FLOOD IN RAN E RATE MAP MAP N MBER 1 27 D EFFE TIVE DATE FEBR ARY 4 2 . SU C , U 5 003C0 9 C U , 005 CRITICAL SLOPES: MANAGED AND PRESERVED SLOPES EXIST ON THE PROPERTY, AS SHOWN ON THE PLAN. STREAM BUFFERS: THERE ARE NO STREAM BUFFERS WITHIN THE LIMITS OF THE PRO]ECT AREA WATERSHE D: SOUTH FORK RIVANNA RIVER WATERSHED. THIS PROPERTY IS NOT LOCATED IN A WATER SUPPLY PROTECTION AREA, EXISTING VEGETATION: THE AREA SHOWN IN THIS SITE PLAN HAS BEEN CLEARED FOR DEVELOPMENT. PORTIONS OF OPEN SPACE ARE STILL WOODED. STREET TREES: STREET TREES TO BE PROVIDED ALONG PUBLIC ROADS AND SHALL CONFORM TO THE LL HAVE TREET TREES AS I N 2.7, .ALL TRE SHA S IREMENT F NTY DE SECT 0 3 9 S ETS RE U S O COU CO Q REQUIRED BY ALBEMARLE COUNTY DEVELOPMENT ORDINANCES. EST VIA PUBLIC R ADS AND NG PUBIC R AD5 LOCATED TO THEW O EL PMENT WILL A CE S EXISTI 0 A CESS: THIS DEV O C S C D VE. CURB AND GUTTER AND PRIVATE ALLEYWAYS INCLUDiN G BELVEDERE BOULEVARD AND FARROW RI STORM SEWER SYSTEMS WILL CONVEY DRAINAGE WITHIN THIS DEVELOPMENT. ALL PROPOSED ROADS SHALL BE PUBLIC. PHASING: PHASE IVA SHALL BE CONSTRUCTED IN (2) PHASES, THIS SITE PLAN IS PHASE I (PHASE IVA-1). THIS PHASE OF DEVELOPMENT SHALL OCCUR AFTER THE STREETS WITHIN PHASE IIB HAVE BEEN CONSTRUCTED. SEE THIS SHEET AND THE LAYOUT SHEET FOR THE IMPROVEMENTS UNDER PHASE IIB FOR ACCESS TO THE PHASE TVA -1 LOTS AS SHOWN ON THIS SITE PLAN, STREETS: ALL STREETS SHALL BE PUBLIC STREETS WITH CURB AND GUTTER. RECREATION AREA: NONE REQUIRED FOR THIS FINAL SITE PLAN (PHASE IVA-1). (NOTE, RECREATIONAL FACILITY IS REQUIRED FOR FOR THE ULTIMATE DEVELOPMENT - 33 UNITS. THE RECREATIONAL AREA WILL BE PROVIDED WITHIN THE EXISTING OPEN SPACE OR WITHIN ADDITIONAL OPEN SPACE AREAS). CEMETERIES: NO BURIAL SITES WERE FOUND DURING FIELD SURVEY OF THE SITE. RETAINING WALLS: NO RETAINING WALLS ARE PROPOSED WITH THIS PROJECT. SETBACKS: FRONT SETBACK: 5' MIN (FROM R/W OR EXTERIOR OF SIDEWALK IF SIDEWALK IS OUTSIDE R/W) & 25' MAX SIDE SETBACK: NONE (10' BUILDING SEPARATION) REAR SETBACK: 20' MIN AND NO MAXIMUM GARAGE: 18' MIN FROM R/W OR EXTERIOR EDGE OF SIDEWALK (5' SIDE LOADED) AND NO MAX BUILDING SEPARATION: 10' MIN AND NO MAXIMUM BUILDING HEIGHT: 35' MAXIMUM BUILDING HEIGHT LIGHTING: NO OUTDOOR STREET LIGHTING IS PROPOSED AT THIS TIME. UNITS SHALL HAVE PORCH LIGHTS AND%OR POST LIGHTS THAT WILL EMIT LIGHT THAT IS LESS THAN 3000 LUMENS. TRAFFIC GENERATION: TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL (8TH EDITION) 2 SINGLE FAMILY UNITS (CODE 210) 20 VPD (10 ENTER110 EXIT) AM PEAK: 2 VPN (1 ENTER11 EXIT) PM PEAK: 2 VPH (1 ENTER11 EXIT) 19 TOWNHOME UNITS (CODE 230) 110 VPD (55 ENTER155 EXIT) AM PEAK: 4 VPH (1 ENTER/3 EXIT) PM PEAK. 5 VPN (3 ENTER12 EXIT) TRASH RECEPTACLES: ALL UNITS SHALL HAVE AN INDIVIDUAL TRASH CONTAINER AND THE HOA SHALL PROVIDE TRASH COLLECTION SERVICES. FIRE & RESCUE: AS REQUIRED, ALL FIRE FLOWS WITHIN THE DEVELOPMENT SHALL BE A MINIMUM OF 1000 GPM AT 20 PSI. ADDITIONALLY, FIRE HYDRANTS SHALL BE PROVIDED ALONG THE STREETS FOR FIRE FIRE PREVENTION AT A MAXIMUM SPACING OF 500 FT PER TRAVELWAY. NOTES: 1, THERE ARE PRESERVED SLOPES AND MANAGED SLOPES ON THIS PORTION OF THE BELVEDERE PROPERTY, LOCATED WITHIN THE OPEN SPACE AREA. 2. A LANDSCAPE PLAN IS INCLUDED WITH THIS FINAL SITE PLAN AND MEETS THE REQUIREMENTS OF SECTION 32.7.4 OF THE ZONING ORDINANCE. ALBEMARLE COUNTY, VIRGINIA -.p .' , a y; E' r ! _'_:_ -� ` E - -- �" .•'_.. € ` ;:..:.'.' � I F LEVENSC)N PROPERTY 2 _ ,_, , .Y �,. -., P'RE9POSED FOWLER STREET p= 2 '�„ , : %:., . , nl v IQ �RDAD ;, i LDT Z ' Q' . i 1OT22 € 3 i ;e € ' s.;'.. t �s I I It ;i PRO_ POSED BELVEDERE BOULEVARD E ,, _ z� : w r i T 244 E ; FOWLER STREET ROAD CONSTRUCTION PROPOSED i' . % ! I , F' UNDER BEL1tEDERE PHASE IIB ROAD PLANS � SUB2016-00213 i .s, „t. 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LqT Li}i L�3T � � ; �� ! j � � 23?.' 232 23 234. 285 rI _ „ , " _ r� �:":f, ,t XPi. } I x {i�°{ - ,,r s..r C,' � zi--' ' i' ;;"�"'a, i '. .,,tk _6 I ��. i,01 -tl:c t .d;.s _ �t 1 ' .' .. -, , e i 1 e .' ,- T ! 3 _,, . R : O t `:.• i _: ,,.. . ' .:' �; � A I P EPHASE I�iA 2 - UTURE ,,,,� ,.,.a "r ''f. 1 --- s i, .. P .. ': I DEVELOPMENT - SFD LOTS ;i k 1 �a w -_. . �- "-'%. - 1.464 ACRES _ I i � ; _ , I I u �.. ,. .,. ,:: _ 11 _., 1 . . _.. w , . i -�. I i ~° - LC?T'25y. c, k. �'� _ ,�a' t4I L.asps Al i E 1 { PHgSE.IVA O EN SPACE r 5 I k -r , a4i:� � 44 LOTS 6 , LOTz �- (TUBE f?LATT(*D'WI*H PHASE IVA..} : RE v ,.„'. , , . , , ' so 1.8.34 AC $ . ..._ t' . r,, 1-,. -. " , °' 'at, TMP'61=180 Y p�,. :s ( ) y. a �: a. L_ LOT'z''z. PHA E"VA-1 Y a, a. t ''t''. .- yy t 37� � ',, PRDPO$ED TbWNHOUSE'DEVEL'QPMENT' . ' , •" : 1 ~. 1 :: �;': . +" S . °'$ '" 4 . F LlN1TS 2. FD .fYITS' . '' � ": • .':'". . 1 S A �. -Y" ": 5 .'. a •: 'r..1 FUTURE-REESIDUE."LO. ,' :':. X, ,t ; . �'::'. '> LOT`2 8- 4 '.. e'r,' ef�r 3 ,, s� ,:. ' k Y e $` �^i l., K,- �'• , :x ,�3 g i' `a 4 �: X, ". a wt3 r' r is * r, . 1 a f7 L T 2 D 3 9 \a �s, . .. 1, � ✓' .3y. :.. �/ e" �,'fI::: : I : iii 4 �, Y .'�,. . Z -_ "` �� D v zL6PMENT. LC T _--- ~ a TS 24,2 F l RE O 9 U Z' L dyA } S m� ' 1:, i r" \' ' n.r.Y. a w 0:168.ACRES LOT' 't . ' 2 T `'i '•;;'>d', - '{'S r /� R": L. A'A y N 1 ' r:._ N. 5 '''t 'f V t 1 N'. v. r`. ., ,.. -. ,. it .. .. ,-x'*"`"` .. .-��- =,, p , i /' 3 F Lt. ,�rq e . d " f f L^. fh. :j d /. L 0' .2 1 T r f ." , �'J t ,u f / r 'i t` j f ,Z � is 1 J. > f' 4�u�. {f(j fj/ !! r ✓ I Y' F f J J t �'i J J j/f f t. 3 � F .. er "!' ' 'i 'F� . d �> r � r i r� �. 1. r.f I /�, r. / r. r r'''" y .„ i. . t ',? i ! % i r r � 1l f. t. /. fpjj'j"sr" . IJ._ ", WW LC)T 24�, k 1 / / "rrd f ," /„ ',r',: r., ,t r..,,.....1 .-. / :. 4 I 0.75 AC. ":: 0.20 AC. r ..R _-. 1.30 AC. -' K'�;: 1, . 4'i i'.,': 1.. - d , Pial T .Y �,. -., P'RE9POSED FOWLER STREET PLAN NOTES &DETAILS ...,>.. :. ". , : %:., . s LANDSCAPING PL AN & DETAILS �RDAD s , ,, _,. c.•,..': LC7T z43 y, . . 1 t :`' ., CONSTRUICTION PROPOSED ' DERE P U DER BELVE HASE I IB ROAD PLAN,% ' l � ?": to {y, t 01 - SUB2 16 00213 " x _.. T 244 � k f:� 1 l \ .1, '.1, _ ...n-- •.. .. ti . 3' ,_.,. t .. 1 _ i. - - i } , .,,� Y 1; Y �i t -t 5 1'4. i .s, „t. H3' NMD ZONE FUTURE DEVELOPMENT 0.294 ACRES (TMP 61-160) A P' i PH SE -IVA-2.FUT R •O .EN.SPAGE-� A E P (TO BE PLAT7Eq WITH'PHASE. IVA-1) 0 04B.AGREu .•: - MP 6' -:I 2A . ). ' .., _ • z NINE R-4 , '' D i 1 . Y L 1'I 1 - - I t, ?. - TMP 62A3 1 �1@ i ,F.;:Y_, _ ' N; -a f NMD - BLOCK 10 ' '. ..,. ta. Sl . t o i !..,, x 1 ,.... - x K r ,,, t � •� '. w , a w , PROPOSED FARROW DRIVE l i, p' ,I rt1`1• - { ROAD CONSTRUCTION PROPOSED ,.' irk ; ;,y I t 3y t ,.) , r _, UNDER BELVEDERE PHASE IIB ROAD PLANS �,,+' � � ,w . It z SUB2016-40213 .' w S t k'� by ��_�:: yt. t 1 t n r a a i K - 'n. -. 4. HIC S LE • G:. S :�..w..."" ,M1 �c,^"'"" n.:ea e.,. t - yrr;•" �i j: ', -'1 '. t *'`+,�'.. - h l � ZI �. RAP A y -" " ' ..: '. :,r-, 1,^• '.- °'� ..� 60 ti 30 $0 124 �..... . -:'i i _... __ i' `,�' ( IN FEET ) ._ . f 3/ '` }_I. �e iJ ;:�>�- 1 inch = BO ft. ;, iIuI»:�y!(i1IR1x_1:1;r_lu ROADWAY 0.75 AC. SIDEWALK 0.20 AC. BUILDABLE AREA 1.30 AC. TOTAL 2.25 AC. ACREAGES: TOWNHOUSE LOT AREA: 1.766 ACRES FUTURE TH LOT DEVELOPMENT: 0.168 ACRES SINGLE FAMILY DETACHED UNITS: 0.281 ACRES RESIDUE LOT AREA (FUTURE DEV.) 1.464 ACRES EXISTING ROADS (PHASE IIB): 1.017 ACRES FUTURE RIGHT OF WAY: 0.897 ACRES OPEN SPACE: 1.934 ACRES TOTAL ACREAGE: 7.527 ACRES NOTE: ALL INFRASTRUCTURE ASSOCIATED WITH BELVEDERE PHASE IIB SHALL BE APPROVED AND BUILT OR BONDED BEFORE THE FINAL PLAT AND FINAL SITE PLAN CAN BE APPROVED FOR PHASE IVA-1 (OR PHASE IVA-2). THIS INCLUDES ALL THE OFF-SITE IMPROVEMENTS REQUIRED TO SERVE THE DEVELOPMENT. BELVEDERE DEVELOPMENT ON -STREET PARKING ANALYSIS: FUTURE SYNTHETIC SOCCER FIELD PARKING AREA: 65 ON -STREET PARKING SPACES REQUIRED NUMBER OF DEVELOPMENT UNITS ADJACENT TO THE SOCA FIELD (WHICH INCLUDES 2 BLOCKS OF BELVEDERE BOULEVARD, 2 BLOCKS OF FOWLER STREET, AND 1 BLOCK OF SHELTON STREET AND BARNETT STREET) = 55 UNITS (PER THE AREA HIGHLIGHTED IN THE SOCA SUP) TOTAL NUMBER OF ON -STREET PARKING SPACES FOR THE DEVELOPMENT UNITS: 55 UNITS ADJACENT TO THE SOCA FIELDS X 1 SPACE PER 2 UNITS = 28 REQUIRED SPACES TOTAL NUMBER OF REQUIRED ON -STREET PARKING SPACES = 93 SPACES TOTAL NUMBER OF ON -STREET PARKING SPACES AVAILABLE ADJACENT TO THE FUTURE SOCA FIELD (PER THE AREA HIGHLIGHTED IN THE SOCA SUP) TOTAL ON -STREET SPACES = 106 SPACES THE CURRENT AVAILABLE ON -STREET PARKING MEETS AND EXCEEDS THE PARKING REQUIRED FOR THE PROPOSED/FUTURE RESIDENTIAL UNITS AND THE FUTURE SOCA FIELD. [%%-4 f UTU E ,S R E ,� . A , LATTEb WITH C} B P � 1 674' A R c ,: 6 ,21 MP 4;> . (� 240 SPACE' PHASE IVA-- (PROPOSED PLAN) .� ~�Ur�sroN 0 10 Sheet List Table Sheet Number Sheet Title 1 COVER 2 EXISTING CONDITIONS & DEMOLITION PLAN 3 LAYOUT PLAN 4 UTILITY, GRADING & DRAINAGE PLAN PLAN NOTES &DETAILS 6 UTILITY NOTES &DETAILS 7 LANDSCAPING PL AN & DETAILS 7 TOTAL SHEETS LEGEND E�- �� EXISTING CULVERT CUL VERT LET & 57RU TURE NO. r DROP IN c CURB CURB & GUTTER PROPOSED PAVEMENT - EC -3A DI TCH OF EC -3A DI TCH DEPTH EC -2 DI TCH s" DEPTH OF EC -2 DITCH .......`� EARTH DITCH D IVEWA Y CUL VERT R BENCH MARK CLEARING LIMITS T VDOT STANDARD STOP SIGN 20� EXISTING CONTOUR 200 PROPOSED CONTOUR 240.55 PROPOSED SPOT ELEVA77ON T/B DENOTES TOP OF BOX �K � � _ , / I SCOTT -'R. COLLINSZ Lie. No. 035791,E 5 _11111 I I"X .+�'��ONAL z w J Q r _ V w ' C1 J 0 0 � (%M w ZD "� s ce J N <[ I- o--1 rt K;: r t F t q t Z • z as N 0 Q CL T C a L 0 i0 -i -a v v) a> i-' a 6 Ca s W w Z -0 0 y C Lj 6 Ll.l :.J i V) v K a - ._ o �0 0 as 1 LLJ U C �A ,/' $ 0 c o U ..� o v c U � �� 0 c o � v 0i as 0 L n Q K � a) : v Ca) CE :3 L 0 o -0= o "3. t� F= Il..il�i� Z � Y _y W (n F] w z z C Z U W 0 U Pn ? � � J C a ° a ° 1 a� C v o rL c a� v z� 7-0 v] 71 Z 5 o x :,,- v 0 v c W 4 U J I- w C a w v E3 Uj ce = U - CL (A v + a JOB NO. v � 152121 o M Pn , SCALE ° E' 1"=b ' r_ C v 4 SHEET- NO. a o an `a) o v� i- � I I I PROPERTY LINE (TYP.) I TMP o6200-00-00-002Ao JACOB C LEVENSON TRUST DB 4723 PG 653 SCOTT R. COLLINSZ Lic. No. 035791,E I I I PROPERTY LINE (TYP.) I TMP o6200-00-00-002Ao JACOB C LEVENSON TRUST DB 4723 PG 653 , /` `ii ,I I ON NG LIMITS S P. — - - __ < .��u,."a gym` _ --~ r �_ ZONING WLWIWN­Wi�KEUW' NMD i -- -- - --- ­--- �_ _- ---- '- -- -- _ zN1PGtG LfiP�li - _ _i - _--- --- --- = - - - T-_ -_ -_ __ _ -- -- - - - - - - - -- - - - - r - _.µ , YT 7 -- - - .: _ _ -----------+-- -------_-_--- - ------ --- --- - - - 11 - _ f , _ f ` ,,,a. '. 1]_i 4? J.i?.C.0 a G-' t -_,"_ ISJ ,.ij - 1 ', - , ' i I �,% i I 1 t — - I . Ll: �.. i � -- - - - -- l -- ,_j1. i ! 11 I I f r' � '4A I }C I LOT 2,:�T 229 _ LST 230 , ➢ ry R 1 I ,i- * ,e' I it " Ili I I I I , __ I1, I _ j m i 11 { I'- L I i, {,I _- i f 1� j y `�_ j t _-_- .. 1. BELVEDERE BOULE VI ARD ROAD I -- - I i; .1 I - CONSTRUCTION I'RtDPOSED - GRADING PROPOSED fel f _ __ i r CINDER BBELVEDER i -PHASE [tB ..-, , � I I - -_ i G , 1 Il i ROAD PLANS - WITH PHASE IB -- - r , -- -- - -- . -- - f 13 I -- i !I -- - - SUB2016-001 -- I WATERLINE APPROVED; ; j , j 1 WITH PHASES IIB X41 { ,w - - -- - - - - - - --- — -- --- -- -- -------- - - .�. . 11' - - - �_ p L- - - -( -_ y -- - - - - - /1 i 1t,. - - „_ '? 11 ,7}� 1 ( I L tl �:�_I l �:P� i!JLT,j ,i , .} �_iit 1 i, ?' ll :.T tai ���T J l is -. - -� i .. u F �4 tom,. ,-L'.d.'i�� J ' __ =.__. ,. _ _ _ -- _-_ -,-- _:� - y I 1 . r i f r -- = I u __ FIRE HYDRANT A'PPR VED Kwy 1 M �� -' WITH PH r , - w -f�._.�,�.�,.-,--,-...��,,,P - ASE IIF3� - - - - ---- - - -- _ --- _ . ---- - - -_ - C--- - -- ---._...._ _.------ - - - -- _ .... ----- --- �t � - + - - e -----,=64r- 11 :� .. ,, ,, ----F------­_,`,__,,_, _MW e,. :. a u .,_� v ., l are m ,� .� -t` � � "" �rm-_. a.''"".p __ ,Tv„.�,.a-,, n, .An....., I .d :�+..-,:,.. Y> .....,r:.a , .. ___ - _ _ ( 1 j I - 4 __„�..�11 t 1 -- - _ - _ _ -:_ ---- - r -- -- - �_ - - — -- - —__ } — L — - Jot _— —_ 1 .,., f - •..-- -. . _- -- — - _._ - ___ _ - __-_ _ ___- i ---_ .___- ---__ -._ - r, - ___ __ ,J,--,! , -, ,, STCAM SE.'U'ER APPROVED -----` -F - - t_� �, I ” II I WITH PHASE IIB � � I { ' i i j rr,',, {i - -L T --- LOT LCT - -L-CST - L--t3T ` �', , 'i I ,11 .11 231 232 233 234 I 235 t �_ 1 I I u % �B�l+ 4 11>16 l,a.. � I k�'}A I � �'��s� � --1. � moi% 1 � ^" � :r«s, '� �' � - "if d; it � Fr-- { , ,_ 'crt _ t -. SANITARY SEWER i ___________lI , fi A f ' _ - - - - -- - -- APPR©OIEi_WrfH (PHASE IIB__ 1 5 _ }, 1 -1 - - r -- -- ----- Y, -- - -.- 1., f r - 1 f 11 II - -- -- -- l IN flPaSE I + i 1 WI HASE II r STORM SEWER+APPROVED �� 1 - l- - � 1 WITH PHASE TIB " _ - -- I 11 f \ i _ ' .. - -_ 1 r _ \ - - - _ - o . t ._ ` _ _ -- _ - \ t" .� _ _ ? - - - ,, r k; ,-- ` t I , r 1 111" 7- _ _,_' __ - - -.- `, _ I-- - - - o _ - - _ zg _. == #1. \ + - r._, - - - 1- - _ _ _, _ --- t1 �y �. r ._--- _�- - _= __�.. LL -IL} .. a. ` A.- i�t —f . 3 1 _ a i P^n ,r ,z s " J .-j - \\ _' 'r � T\ "rt ',�\ � � '�1 1 1 , a� 1.PROPO ` t .� � IN SYSTEIt� 'Y\ _::r" .uks rl __ _ ,\\ t,G' \.\,, \ ! { ' - L �.f T L 37 ` '�C {' �..\ f �, '� dcr,` - t 1 YD 1 `' , \ 1 y \ �—_ a , \,j- \t \ 1 , � t I t \� "t PRJ EST LITST'i' \ YD A ,r I - J ,,` ___ s \ _ �,, �, \ I I-- , - _ _ �, \ \ , ! 1\\ r' - L 238 - - - �,`i ` ROPOSE 1p' lidA `. ;`` \ , S \ I41 _ . D ` \` . . RM EWER PROP 11 ,�, ',G ` DRAINAG \E S E a \ g ., I r, I 11 _ \\. ---- -- - 11 { - L \ ASE IIE3 \ ,: \ _ ` ''` `` . \ \ \LOT t _ - ll� \ - _ - _ - P -, _ \ -. RQFOS p 'Q �_ -- � ,= p� \\ �\ _ y _ �-y \ --- -"\ "' r, " m 11- \ r �r EM , - - �\j r: .% ' , V � - - _-, - �\ �, i LOT zoo` 4 3 I \ `� t 11 '1 1 1' _ 1 _ \\ �'\1 4\ PROPQ RIVATE } , , --.- %. \ r:.,, t \ \ AGE EASEMENT) q, \ \, \ i i",. ,_ \ , w.A "4 � i `: D __ --. - - .� i t'\}, \fit _ _ \\ \ � \ \ LCAT � s \\ " ",.,��� \ y\ _ , g \ A \ t / "r \Y� ` \ �3ROPQSED soy PRIVE YARD i7RAIN PRQPQSED \, i — AINAGE EA ^` WITH PHASE IIB -s4 \t\` }. 14 _ - t -- f 'a, i - �_ , �` -.� 1 r _ -11 - f "N ' LQT zA \ ,- � ` 1 3, {y \. SANITARY SEWEi PROFUSED � i ' .i t / DRAM YSTE� , / \\ i�lllTH PHASE IIB 4',' }t �� 1 \ ., 4 , \ \ , s1.% a ti, tI'll ` L \ s-,_ � \ jPROPOSE �o' PRIV V - -� _ L , 4._ r:, IIt RAI ASEME t st y, , { Ik �/ } , r t {. ` _ 11 �, -1 �,_, ��, � 1� __� �, \ , 'lt\�i --' \ -i tl - 11 , 1 11 _ \ ', ', SANITARY SEWER, ; i I . " ' S1#fSEV , ' ,�, .% ED WITH � i � AS _ H { ,'I� t ROV�li WITH PH , ' I SE IIB --_ j I �'� - - _, , , II' \ -:5 \ 1; r n ,�. .., yx 4 l , x+' r• al \ } i � 1 4 (% I X11 ,.rs '` ',{ ', i ', ', '� d ^. - s. �11, �" -.. vim:.- , N �l } 1. .:'.7. _. L R AD PLAN _,l _ o s r , ,, ;{ `l 213 - __ _ r SUB 2016 00 __ -, -._. r t r �`1. r - _,.- - = - -- _"- I -i _ _ r U _ �7; �t - _ - - -, -- Z �NjNG LIMITS TYP. - - ---- - - t k. } -�- - - - - II ,i _ _.-. �a �-�. ... , F , t i'-. -- f. ---: '. - f }. I �.. - 1� � � ,M,,�,�,,_ l.;,,l:,],,:,�,�,;,­:�:,,,r( IN FEET )` N 1 mch ft. .11 4 11 SHEET iVO. 0 y, r u . ' 11 i _. _--.w�""-- t 1 i. ,. '1 - __-_ -- .'"-_- _._ �- �- .. (1 r t _ ,- _ - / , , -------- - m'A1, f _ _ - _- -- F - -( - - _ _ _ $ v PA VEMENT j�j_} A.�LE COUNTY jT�il AL FINAL PLAN GENERAL NOTES 1. AN ACTUAL DOPY OF THE CBR REPORT (5 TO BE SUBMITTED PRIOR TO THE PLACEMENT EMENT OF THE AGGREGATE BASE MATERIAL. SUBMIT FOR ENGINEERS APPROVAL THE LESS THAN 10 THE DEVELOPER WILL BE REQUIRED TO 4-F THE SSV VALUES ARE E Q CONSTRUCTION NOME A�, CI�NST GENERAL PROPOSED METHOD OF CORRECTION. PUBLIC RIGHT-OF-WAY, INCLUDING ON WI THIN ANY EXISTING Y CONS7RUC77Q !OR TO ANAND COMPA TION BEFORE BASE t5 PLACED. 1. PRRAVED BY THE ENGINEER FOR GRADE TEMPLATE A C 2. SUBGRADE MUST BE APP G CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION FOR TYPE I, Il, DEPARTMENT OF TRA NSPOR TATIO AC N VDOT . THIS PLAN AS DRAWN MAY NOT C URA7EL Y OR (11 PRIOR TO PLACING AGGREGATE BASE. VENT THAT THE SURFACE COURSE IS BEGINNING AT O PUG WILL BE WAIVED 1N 174E E G G 4. THE REQUIREMENTS T ILL AGGREGATE BASE M CIES OCCUR THE Q REFLECT THE REQUIREMENTS OF THE PERMIT, WHERE ANY DISCREPAN R REQUIREMENTS OF THE PERMIT SHALL GOVERN. THE COMPLETION OF THE INSTALLATION OF THE AGGREGATE BASE IN THE EVENT THAT 774E SURFACE COURSE IS APPLIED PRIOR TO 2. ALL MATERIALS AND CONSTRUC77ON METHODS SHALL CONFORM TO CURRENT SPECIFICA77ONS 60 DAYS, 774E PUGMILL REQUIREMENT WILL APPLY S THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE. AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPAC77ON BEFORE SURFACE TREATMENT IS APPLIED. 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 7 PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT (PRIME COAT RC -250 0 (1.3 GAL.fSQ. YD.). 8. BITUMINOUS SURFACE TO 6E APPLIED IN ACCORDANCE WTH CURRENT VIRGINIA DEPARTMENT OFTRANSPORTATION SPECIFICATIONS. GRADING OR OTHER CONSTRUCTION. STRUCTURES THAT DD NOT ENHANCE A ROADWAYS CAPACITY OR 9. ENCROACHMENT- POSTS WALLS SIGNS OR SIMILAR ORNAMENTAL 7R ED AND MULCHED. FERTILIZED SEED CH 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE , TRAFFIC SAFETY, SHALL NOT BE PERMITTED WITHIN THE RIGHT OF WAY ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY (HORIZONTAL: VERTICAL WHERE REASONABLY SLOPE /S 2: 1 NORI STREETS ,�. THE MAXIMUM ALLOWABLE {� � PERMIT ISSUED 8Y VIRGINIA DEPARTMENT OF 7RANSPDRTA770N MAY 8E LOCATED W(THlN THE TR ETS RIGHT OF WAY. OBTAINABLE, LESSER SLOPES OF 3: 1 OR BETTER ARE TO BE ACHIEVED. Y E REQUIRED WHEN 1N THE OPINION - LINED DITCH MA B R Q R P STABlL1ZA TION MA T A VED I RAP OR 6 P NECESSARY IN ORDER TO STABILIZE A DESIGNEE, IT 1s DEEMED N ER ,� SEWER CONDITIONS ENGINEER, OR DE GENERAL WATER OF THE COUNTY EN , , DRAINAGE CHANNEL. G 7. ALL TRA FFIC CONTROL SIGN U S SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY ORI TY INSPECTORS 77 -IE CONTRACTOR WILL BE TRAFFIC CONTROL DEVICES: RESPONSIBLE FOR N077FYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK. E I O THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE CONCR IPE -CLASS 2. THE LOCATION OF EXISTING UT1U77E5 ACROSS 174 LINE F E ROP S R NOTED ALL CONCRETE PIPE SHALL BE REINFORCEDE7E P 8 UNLESS OTHERWISE 1I1 PLANS AND WHERE SHOWN, ARE ONLY APPROXIMATELY CORRECT, THE CONTRACTOR SHALL ON HIS OWN IN177A7IVE LOCATE ALL 9. ALL EXCAVA77ON FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS UNDERGROUND LINES AND STRUCTURES AS NECESSARY. J. ALL MATERIALS AND CONSTRU TION SHALL COMPLY WITH THE CURRENT ED177 ON OF THE GENERAL WATER AND SEWER C RUCTION INDUSTRY 2s CFR PART 1s2s . FOR THE CONST COS UC770N SPECIFICA77ONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. C N TR P 4 D FOR ALL ELEVATIONS SHOWN IN NA77ONAL GEODETIC SURVEY ATOM R A "MISS 77 (TY"(1-600-552-7001). T74 NTR T R N BE RESPONSIBLE FO NQT7FYING MISS U L 5 ECO ACO SHALL STREETS T�t�N N�7'�HS FOR sT ���..� cvNs�RUc GENERAL 1. ALL MATERIALS AND CONSTR UCT7ON MUST 8E TESTED AND DOCUMENTED ACCORDING TO VDQTSTANDARDS 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER MEASURED FROM 774E TOP OF PIPE OVER THE ALL FIRE HYDRANT LINES SER CE LATERALS AND WATER LINES ETC AND SPE 1F! A71ONS. CENTERLINE OF PIPE THIS INCLUDES A FR YDRAN VI G G N R T f F ROADSIDE DITCHES. _ 7. L WATER AND SEWER APPURTENANCES ARE TO LOCATED OUTSIDE 0 DADSDE _ AL A ED WITHIN THE PUBLIC RIGHT-OF-WAY WAY OR D PIPE DISCHARGE MUST BE RETAIN 2. SURFACE DRAINAGE AN ALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION L EASEMENTS ARE TO 8. VALVES ON DEADEND LINES SH Q ACCEPTANCE. ALL DRAINAGE QU7FA L BE EXTENDED TO WlT74/N EASEMENTS PRIOR TO A A BOUNDARY LINE OR A NATURAL WATERCOURSE. OF THE LINE. J. GUARDRAIL LOCA77ONS ARE APPROXfMA7EEXACT LENGTH LOCATION AND APPROPRIATE END TREATMENTS 9. ALL CO MERICIAL BUILDINGS KILL BE REQUIRED TO HAVE A BACKFLOW PREVENTFR WILL BE FIELD VERIFIED AT 77 -IE 7lME OF CONSTRUCTION. ADD177ONAL GUARDRAIL MAY 8E�RE 10. CONTRACTOR SHALL FOLLOW ALL 77 -IE CURRENT GUIDELINES & SPECIFICA77ONS OF 77 -IE ALBEMARLE COUNTY SERVICE AU7HQRITY. RlQ UIRED AT LOCAT70NE NOT SHOW WHEN, 4-N THE OPINION OF VDOT(FOR PUBL( ROADS) OR 774ECTUNTY ENGINEER (FOR PRIVATE ROADS), OR DESIGNEE, IT 1S DEEMED NECESSARY. WHEN GUARDRAIL 1S REQUIRED, IT SHALL BE INSTALLED FOUR ( 4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND a S SHALL BE INCREASED TO SEVEN 7 FEET, TOP Jr ROADWAY SHOULDER WIDTH ( ) 4. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDEN77AL DRIVEWAY ENTRANCES SHALL CONFORM OF 4"--•-� 2'" R TO VDOT CG -9(A, B OR C). CURB ( 4" CONe GOOD PSI AT S WHERE RURAL CROSS SEC77ONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM � '" ,, " DAY OR STRONGER TO VDOT STANDARD PE -1. ALBEMARLE COUNTY ENGINEERING FINAL PLAN GENERAL NOTES PAGE 2 OF 4 , „ WIDTH, SHOULDER WtDTN AND DITCH SECTIONS 6. COMPLIANCE WITH 774E MINIMUM PAVEMENT„ AS SHOWN ON , THE TYPICAL PAVEMENT SECT70N DETAIL, SHALL BE STRICTLY ADHERED TO. & A 1 ` 7 �i I I t .' t • - ,. ` ' A '' •' i \ \\ \ v A %\� \ SUBDIVISIONS /S SUBJECT TO FINAL SUBDIVISION PLAT VALID " � u 7. ROAD PLAN APPROVAL FOR VALIDATION. SHOULD INE 13 GS 4i ,s x LAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECDRDA77ON THEN APPROVAL OF THESE .. FINAL P � �' . ;: .. . � 7" PLANS SHALL BE NULL AND VOID. . , '_ A: � 4'. �, 4„ 21-A STONE BASE S ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM 4 f _ TRAFFIC CONTROL DEVICES AND 77 -IE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING" ORDINANCE AND MANUAL. 4" P� , ki ' =i Y CONCRETE SIDEWALK C �?� Z„I NO SCALE 9. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER MIN 1*.. :e WHEN, IN 77 -IE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER �� �'` r"'"` �� �� `� ' `" � ' �- �' " TO PROVIDE SAFE AND CONVENIENT ACCESS. l'--6--- 2' 10. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DOT #57,68, OR #78 DETERMINED BY VDOT FOR PUBLIC ROADS STANDARD CG -6 STONE BASE UNDER CURB 11. VDOT STANDARD CD -1 OR CD -2 CROSS -DRAINS ARE TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT & CHECKED BY VDOT ALL CUT AND FILL TRANS177ONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES CURB & GUTTER PRIOR TO PAVING AND/OR 12. A VIDEO CAMERA INSPEC77ON IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS 774A T ARE DEEMED NO SCALE INACCESSIBLE TO VDOT OR COUNTY (NSPECRONS THE VIDEO INSPECTION SHALL BE CONDUCTED IN BACKFILLING. SM -9.5A ACCORDANCE WITH VD074S VIDEO CAMERA INSPECT70N PROCEDURE. SURFACE COURSE ROAD NOTES BM -25 f ADING INTERMEDIATE COURSE 1. THE LATEST E.DI77ON OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE COMPACTED AGGREGATE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONSTRUCTION BASE COURSE, VDOT #21A METHODS OF THIS PROJECT.`/ / / /`'� / � 2, WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE EN77RE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SA77SFAC77ON /� OF 77 -IE ENGINEER. COMPACTED J. ALL GROWTH OF TREES AND VEGETA77ON ,SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT: 077-IER SUBGRADE / {� TREES AND VEGETA T70N WHICH 0BS7RUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL 8E REMOVED. ASPHALT P V I I V ROADS 4. ALL VEGETA77ON AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONS7RUC77ON OF 7HE SUBGRADE. DRAINAGE NO SCALE 1, ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WI771 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 COND177ONS INDICATE. 3. 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 W17H THE VIRGINIA DEPARTMENT OF 7RANSPORTAION SPECfF7CA770NS UNLESS OTHERWISE NOTED ON PLANS 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SA77SFAC77ON OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. CG- 12 I GENERAL NOTES: I 1, THE DETECTABLE WARNING SHAL4 BE FF?OV1- ED $Y TRMINCATED GONE S, 2. DETECTABLE WARNING SHALL BE FROM THE MATERIALS APPROVED LIST FOR DETECTABLE WARM+ SUFACES. PRODUCTS NOT LISTED SHALL MEET THE REQUIREMENTS OF THE SPECIAL PROVISION FOR CO -12 DETECTABLE WARNING SURFACE AND SHALL BE SLIDMITTED TO THE STANDARDS AND SPECIAL DESIGN SECTION FOR APPRDVAa 3, SLOPING SITES OF CURB RAMP MAY BE PWRED MONOLITHICALLY WITH RAMP FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 4. IF RAMP FLOOR IS PRECAST, HOLES RUST BE PROVIDED FOR DOWEL BARS SO THAT AIDjOlNiiNO FLARED SIDES CAN BE CAST N PLACE AFTER PLACEMENT OF PRECAST !RAID FLOOR, RECAST CONCRETE SHALL. W CLASS A-4•. 5, REQUIRED BARS ARE TO BE NO- 5 X 8" PLACED I''CENTER TO CENTER ALONG BOTH SIDES Or THE RAMP :FLOOR,. MD-DEPTIi OF RAMP FLOOR. MINIMUM CONCRETE GOVER i`/z'% & CURB I CURB ,AND GUTTER SLDPE TRANSITIONS ADJACENT TO CURS RwX'S ARE 114CLUDED IN PAYMENT FOR CURB{ r CURB AND GUTTER. 7, CURB RAAWS ARE TO BE LOCATED A" SHOWN ON THE PLANS OR AS DIRECTED SY THE ENCWR, THEY ME 70 BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSIBLE ROUTE WITHIN TpE RIGHT OF WAY OF A HIGAff*Y FACILITY GROSSES A CURE REGARDLESS OF 'WHETHER SIDEWALK IS EXISTING,. PROPOSED, 4R NONEXISTENT. THEY MIMLIST BE LOCATED WITHIN PEQE!5791AW CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGIHEER. AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LIDS, EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC, ACCESSMLE ROUTES PROVIDE A CONTIMIWS LW)FISTRMICTE[i, STABLE, FIRM AND SLA' RESISTANT PATH CONIIECTING ALLr ACCESSIBLE ELEMIENTS OF A FACILITY THAT CAN BE APPROACHED. ENTEREaD 40 uSED BY PEDESTRIANS. .. Y ;..+ter TYPE A PERPENDICULAR Y 1 4r r,��2 fg'rRk& 10 rte 1 '1 "1 1 1 "! r' i 1 1 ! .r; I, (r... 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Jt: S •k:.a Y f �2H,� Y 4-y. ,.,.,,rrt'I ,i. -OT ✓e3 I1'k�'� '{+,'e� �i i P� xz�„� s. ss f' i Y' 9 f L 1 iF ` 4 �4 r } v r° i w ,1,4- J' �" ry 2 � F � t r ' 4 sz< } J� r� L y: l -, . -.... . d,. - . , , ._ .,,. _ .,.._ .._.._ �. .,.. Ail 7 F t F3 . _. N . 0o uti .� :,.-r. Q AA x T' D f� r - Q / I 1- i _.3. .m. I I d orv, nt v E - i 1- _. I 1 I i I" L qp� D7. .r A _ 28 2 -'<�. T 5 111/1, a . `' 3332 Aid � -� 5 I �,r FJi k O !. 1 { 1 c� X � I I. )" ,F e SAT^ee � t t,, x >_ - !. t ; ,, lj P� :'. r , 2 i r _ '_i �wr..:m _ i Pili x' (] tarp. _. ( _ p ., a'4 V) " ,c, ' } C r� Ar ,z , "s t7 _ i_ . , 1 r 1.Wl."' t4 -i Cdr. ,• 1 t _ r tt,_ i P G� tj t r' c I 1 V : �t lmllmr A /+t '"'a l� 1 4-'4 d= +' ! i ✓✓? "' W r s A A rc l.. 'J Ji 1 1 f ` I t zr., x " F// { y E. s _ s i.�� 4 2 I i �. S91'r tt •," - , "_;'i� .t';mL,�_��.. , '�' �:7 1 - , 11s giow , t X w, OT u,,, -b• n. ( !` a ap.n t t va I 4 Y _� ".y IUl ,rvz ` _ ,. +tri" r- r'9 t "tet r j � , 9 I!( s } k f �r { I 1 q / r; 'r DUNLORA $�1BDIVIS DN „ 11 m -. , . ::...� ....:3 ... 4-i s i , , !s i 3' / ,:.: t 2 d a '1 J' z`A / " `@ I L' U 5 nig r`` � i' a i _, a z ,� t� � d. el I,;`!. zar um .w'r wr w GENERATIONPHASE �4 t, ; ONLY f' i I` i L. 'I SCALE: 1s�- ! t t, �,,,,, I A av• rn �� , ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICFATED HEAVY TRUCK 15 SINGLE FAMILY DETACHED UNITS - 17E LAND USE CODE 210 Al � 2" HIGHER THAN x E AD T PL H (72 ENTER/ 72 EXIT) { C'8R 9ff _ ' LQ a =., h l . 5 r PM PEAK. _- (1 Q EN7FR/ 5 EXIT) -�.. 11 i ;` «. i 2.537 , ,y . , r 3 I 1 : X rr w - f ly ­­" tr_ ', t �' r __ .- 11 _ - w :L x -=. - : r _ r. a _ : _. . ., . 11 w _ _.. �. -�.D -re ".,RE QOULEVARD. 0 LV R � -_ :,, 1 11 .„ } X C 1-1 1 ( X s k 1 i 15 - '. fit„ db '^ EE 1 I -11 C a4�.� �, a s... r. ll iJ 5 �r s.; .` K : ^a':.', 4-A Y Ca 54� { , F- r. F w� z ' :. f �4 I U t. .':t �• �< r.: F ,yFw .a' ° tz fi 1' 3, y i1 ..3r j t X t xsp 6 EMm( F' t y M1s W "f" 0. py1� i[t°q #,o L 4i{N 4 i' �4 `peas > t r J a i t I l ` h w n = taT4 L �4a �:XV t i , . �A �r, .y 5 - s,^y^i h. -'y ^'4-i"- 1 r � � i .. 1 1 J a l A i 'ti t, l f a. e,p°c •�, V 1 r f Z11� M } 1 r F / 4 a �. J 7 ' J � } �,. t': tN- W .< O , -4 .. E ,.:z R r , r �.., .. ':;. �: 4-{P :f,' "i: ,ya♦ .sem M ,� f 1 f p f ,r , : , Ia -Wt� S r +,1 : t � , v , 4' i to My; � { ,, ,'..• .. , . r i b t y 3 v - l i J' `'' !', r / vn J r { f I V„ • „ ` N P , 11 }3 r ` , v 5 ,.- Y..,..... ...- ,. J , 7 , f }.: NL RA FARM FUTURE i, , '1, r t ,, °,'DEVELOPMENT w ,' „f -� f Ers ^-! - r If t rr. tY % .I I ! "Illr F2 SINGLE FAMILY DETACHED ; I' 45 / 4 f `s� X _ ' ! INGLE FAMIL Y ATTACH ED ! S t 'r l r _ �', r" _ 4-r DWELLING UNITS ASSUMED ,.`% , X 4 � ,X r � t - -'- r s , !„ {MIXTURE 75�r6 SFD & z5°i6 SFA)11 11 I TRIP GENERATIONPHASE IV -A ONLY RF-= SCALE: 1" - 150' TRIP GENERA TION FIGURES BASED ON ITE TRIP GENERA 77ON MANUAL, 8TH ED177ON ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICFATED HEAVY TRUCK 15 SINGLE FAMILY DETACHED UNITS - 17E LAND USE CODE 210 Al � 2" HIGHER THAN ! J AD T 144 VPD (72 ENTER/ 72 EXIT) 11CV Design A, DT C'8R AM PEAK: 12 VPH (3 ENTER/ 9 EXIT) h a PM PEAK. 15 VPH (1 Q EN7FR/ 5 EXIT) NOTE: BASE PAVEMENT MAY BE REDUCED IF ACTUAL CBRs FOR THE ROAD ARE HIGHER THAN 4. THE CONTRACTOR AND GEC? -TECHNICAL ENGINEER SHALL PROVIDE THE CBRs TO THE ENGINEER DURING THE GRADING AND CONSTRUCTION OF THE ROADWAY TO DETERMINE THE FINAL DEPTH OF THE PAVEMENT AND ASPHALT. BE PLED ON RADIAL CR TRNGENIIAL SECTIONS PROVIDED THAT B. RAMPS MAY AC 1. _ THE CURB OPEM1MNG 15 PLACED'' WITHIN THE LIMITS OF THE CROSSWALK . THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS X42-L?I� - ,� t2?1 t RF-= . 5' WN j S. TYPICAL CONCRETE SIDEWALK 15 4" THICK, WHEN THE ENTRANCE HADA CANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICFATED HEAVY TRUCK +4.,MN TRAFfIC, REFER TO STANDARD CG=13 COMMERCIAL INTI INCE (.HEAVY TRUCK TRArFICMFGF# C'ONC'RETE OEMH, Al � 2" HIGHER THAN ! J EDGE bF PAVEMENT I _ Location ADT 11CV Design A, DT C'8R SSV _ I Dr St,rface h a I Base b I 11 a Sub -base 11 . a Dp Beh,edere Boulevard 2.537 2 2557 A 4 18.02 SNI -9.5 2 2.25 BNI-25 5 2.25 2tA 8 0,6 20.55 Fowler Street 910 2 1230 4 4 14,50 SM -9.5; 1.5 2.2.5 BM -25 3 2.'25 21 A 8 0-6 14.93 Phillips Alley 140 2 160 4 4 8.31 SI' -9l 5: 1.5 2.25 BM -25 2 2.25 2tA 6 0,6 11.48 NOTE: BASE PAVEMENT MAY BE REDUCED IF ACTUAL CBRs FOR THE ROAD ARE HIGHER THAN 4. THE CONTRACTOR AND GEC? -TECHNICAL ENGINEER SHALL PROVIDE THE CBRs TO THE ENGINEER DURING THE GRADING AND CONSTRUCTION OF THE ROADWAY TO DETERMINE THE FINAL DEPTH OF THE PAVEMENT AND ASPHALT. BE PLED ON RADIAL CR TRNGENIIAL SECTIONS PROVIDED THAT B. RAMPS MAY AC 1. _ THE CURB OPEM1MNG 15 PLACED'' WITHIN THE LIMITS OF THE CROSSWALK . THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS X42-L?I� - ,� t2?1 t PERPENDICULAR TO THE CURE xx� 5' WN j S. TYPICAL CONCRETE SIDEWALK 15 4" THICK, WHEN THE ENTRANCE HADA CANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICFATED HEAVY TRUCK +4.,MN TRAFfIC, REFER TO STANDARD CG=13 COMMERCIAL INTI INCE (.HEAVY TRUCK TRArFICMFGF# C'ONC'RETE OEMH, Al � 2" HIGHER THAN ! J EDGE bF PAVEMENT I 10, WH E14 CDPD RAMPS ARE UiSCO IN CONJUNCTION WITH A SNAREO LSE PATPH, AT X X .SANE AS TCP OF CURB li THEE 144WUAI W107H 'SHALL BE THE WIDTH Of THESHARED USE PAIR- a Ln H 11, WHEN DALY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS 01AGG'N&% TYPE IC A 4' x d' LA40ING AREA :SHALL BE' PROVIDED TQ MA EUVER A WNEELCHAR : PARALLEL & PERPENDICUL,AR ' INTO THE CROSSWALK#AtTHI}UT QOM INTO THETRAVCLMYAY. THIS' x 4' #YSCALE LANDING, AREA MAI INCLU THE GUTTEfR T'AN, :5 12, ALL CASES `WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF TRUNCATED DOME 5 2.4 G C CUR AT ENTRANCES OR STREET CONNECTIONS THE DETEe '-+-i 8a FIELD WARNING SURFACE SHALL. HAVE A FACTORY RADIUS OR HE FIELD p 13 p Q q -MUDIFED AS RECOMMENCED BY THE MA"`,9lFACTUR£R TO MATCH THE BACK OF CLIR& � � O t? €a (3 O O O Q C5 ca � 11 u Q 4-7 C} p C} 00 0 0 O 0 O - Ci O 0 0} 0 0O 09 .`7 0 0 01 a O 0 O LANDING RAW<� 6: W L���Td N �1�TQTD 0 c?c�r�OcaraOav�a I T. T- 0000000000 0 C 0 0 0 7ETECTABLE WAR4N1� c ; _. _ - _ AT HACK OF CURB "1 a" I� VARIABLE FULL WIDTH OF RAMP FLOOR SEE NOTE 12_ EASE DIAMETER: r- PAN LIMITS DETECTABLE �tVARi!IING TR�JN�CAi>Ep D{�ME DETECTABLE WARNING1NSTALLE�? ON A RADIUS DETAIL DETAIL X'? DC37 _. OCA -12 DETECTABLE WARNING SURFACE SPECIFICATION REFERENCE ROAD AHD WW.E STANDARDS .j < 16F 6 REIBISItJN DATE SV'ENERAL NOTES) 105 �VIRGSMiEET zTF:i:T1� 07T15 INIA DEPARTMENT OF TRANSPORTATION z 1:1011 QF -1 1:1 STANDARD ORANGE VINYL OR PLASTIC CONSTRUCTION FENCE ATTACHED TO POSTS (PRE -WEATHERED WOOD, GALVANIZED STEEL, IRON OR THICK PVC PLASTIC), AT LEAST 40" ABOVE FINISH GRADE WITH SPAN BETWEEN POSTS NO GREATER THAN 6' ON CENTER. EVERY NINTH POST SHALL CONTAIN A WARNING SIGN THAT CLEARLY IDENTIFIES THE FENCE AS A TREE PROTECTION FENCE TREE PROTECTION FENCE (FOR USE FOR TREE MASSESI STANDARD ORANGE VINYL CONSTRUCTION FENCE TREE BAR STAKES VYL . '7" BAR STAKES 1 - 1 I I 11I-1 1 I- 1= - -I I , - - _ -_ E3URY 1 /3 OF POST - I III i I =-_- 1= I =1 1 I FE 11=1 = I = NOTES: - I - (-I I- I - I -I I -I I -_I - 1. BARRIER PREVENTS COMPACTION OF SOIL AROUND 1=1 11=1 11=1 I I=1 11=1 I1=1 11=1 11-I I Roars BY caNSTRUCTI- EQUIPMENT. t1 FCIVUF_ Ill Ll LIrYL MI L ll G. GR 1 CIV r�rr ,-ALL r r1V I J L/FC1rLIrVG DESIGNATED BY OUTSIDE EDGES OF TREE BRANCHES) 4-S RAN HES TREE PROTECTION DETAIL (FOR USE FOR SPECIMEN TREES.) NO SCALE EXISTJGROUND - J -, EXIST. GRWND f '` EXIST GROUND EXIST. GROUND I CONCRETE R S/DEWALK IR CONCRETE SIDEWALK PRIVATEACCESS I PRIVATE ACCESS EASEMENT CIL POINTOF EASEMENT FINISHED GRADE - SURFACE COURSE 4 t g;i /_ - .1 V4 -.-I' / � 314'�'I' EXIST. GROUND � �� � d� ~~ 0 CPO „,r` ; I _ EXIST. GROUND �' -CON DRAINAGE I ��� I CONC. DRAINAGE RIBBON BASE RIBBON EXIST. GROUNDEXIST. GROUND 3 ► I 7 7' -�� 3' ARJT zo' C!?Ni'RACIYJA SHALL a'XSURB RIBBON ON Thi' 011!'b"R r�r r r r wry �r�r/r�a �ry,�F ,S,WZS i2 TAW ALG( V12' ARB CAPABLE OF SUFA9W.fAW l YPIL�[I 1 { I ori l S Lr l IO Fl"- & ABS Off VEN& ILdR FEIVBFS UP YV 29 TONS. PHILLJPS ALLEY (ALLEY L), KINN ALLEY (ALLEY A11, & COR,MEZIMTS ALLEY (ALLEY P) BESIGtV SPXRD Lldf1T Mmpia NOT TO SCALE . "y _1� CG -6q POINT OF CG -6 ` C� FINISHED GRADE R CURB & GUTTER CURB &GUTTER i'i1/4'.1' ( 1�1' 1�1' !/4.1 EXIST. L�D i i---4-1-1-j4- PLAN7TNCt "I gam,°°° nb gh� p9 ° db °o awy e� °° „�r. PLANTING S7RR S7R� 25' '5' EXIST. GROUND 32'E/P-ETP -6. 8' INFORMAL LANE LANE 8' INFORMAL 6' 5' GWSTREET ONSTREET PARKING36` F/C-F/C PARKING 61' RTW TYPIOWL STRl'.g'T .Sff'G'Tlt�N MITL..- FOJFLER STREBT - STA. 144-95 - STA. 174-80 - FUBIJC RO.oG 4 TRAVEL .UNRS 1►ITII INFO"AL dl"=ff SP,Fr,1 25 mei PARUM ON BOTH SIDES NOT TO .SCALE V� ' zim r , x �1-51. i s%F��� �, L, , 1 ,f' POINT OF POINT OF o CURB & GUTTER F7NISHEDE GRADE C/L FINISHED GRADE CURB & UTTERY A }Tf{y ., I 3.1 J 's r/¢'''' / 1 ti • IZ i 114 1 ani f EXIST GR ND r PLAN7WG °° ^w °°°° °2 �° °°° �° °° °` PLANBNG a� - STRP � 44 EXIST. GROUND 5' BIKE 1U' 1U' 5' BIKE 6` oN57REET- 8' ON57REET 6' S' PARKING LANE 7RA VEL LANE TRAVEL LANE LANE PARKING 46' FIC -FIC }-2.5' 71' RIW TYPIC�4l ,3T1�.f'.L'T SffrTIOW NOTE.- BALYA,0,F" BLVD (ST.�f 124-00-184-50) - I'IIB1JC ,W.4B PARKING ON BOTH I)ASICN SPLLP LfifiT 25mpA SIDES #ITH BUAfP--OUTS NOT To ,SCALL' :`psi' G1' NO PARKING %'.q SIGN GONGRETE POINT OF R/W SIDEWALK CURB & GUTTER C� F7Nr5HED GRADE CURB & GUTTER ` a I ?I \ EXlS/T ptGYIND .ri 1/ .I - 1�, 1�1' � 3,1 PLANAI/C •.'.; °° eti s�°° �. ,� °° as °ate STRP EXIST, GROUND z 28' E/x-Ej?' -11- I.--9' ONSTREET C ' I PARKING 32FIC-FIC r I / 57' R,,W T.rFM4L STRffff'T Sff TI©N' FO1PLL'R STRL'L7' (ROAR) J) - STA. 84-50 - STA. 144-95 - PUBLIC ROAD 1.tESIGN SP,f,F,v 2S =Ph NOT .TF1 SCALE CONCRETE SIDEWALK PLAN7AVG S7RF -6= 11 �` �yop � `� f� 4 I 1 SCOTT R. COLLINSZ I`_-1 Lic. No. 035791 - ' QS.IO 11WNALDCs I a Ir In L9 12 +_ D W w Ln>- 0 J d c.a ! J z ,Z " a Ln H co U) 0� Cn m #YSCALE J '`C rit- :5 (1) 0 I a Ir In L9 +_ z co cyi cr) .a.. CN ,Z suffam 4 ' #YSCALE It :5 (1) 0 9CL AS NOTED a 73 N OL a C3 W N 0 I--- i D 0 W �.r .-J 0 S - .j < a z _j z LU LU _12 12 + mimmm ga - 0 z L9 7../T__12 v _j_c 0 j. II U 0 '"�LLJ a: > .'+ S]0) 0 P-1 V) I U :n -0 . LU Lf) u n 0 9 � �er) Vj 0a) LLJ �_ <01-, U O c: T -r 0 Ul 0 CL LU C -'_' F- 0 (D Z LL Z LJ W z z Of U.j z i cn Ls.l z u' J O O aU i j T j Uj CL < Cc) 0 �W in c:)x N0 Q N N -1 m U - NOTE - TRAVEL LANES iFITH MFOR. AL a FAR AV ON ONE SIDL' ISHEET NO. OL S v .w" R « s .a.. " #YSCALE I. � AS NOTED NOTE - TRAVEL LANES iFITH MFOR. AL a FAR AV ON ONE SIDL' ISHEET NO. OL S v JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY, VARIES ` IB`tT IB`f_ WATER SEWER zu ED El LOCATION OF OTHER UTILITIES - CCAS, ELECTRIC, TELEPHONE, CABLE, ETC,) EASEMENT WII]THSI WATER ER SEWER ONLY - 20` MINIMUM WATER & SEWER 30 MINIMUM kk SEE PART 3, PARAGRAPH D7 SEPARATION OF WATER & SEWER SYSTEMS, LTTLITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT 50° TO THE RIGHT OF WAY, UTILITY LOCATIONS cpc EASEMENT WIDTHS NTS FIG. W-1 Ill -1 SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS T4 A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1 /4" PER FOOT ) 4. ALL SEWER LATERALS SHALL HAVE A MIN161UM COVER 2' IN DIAMETER OF 4". 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. SALT TREATED FINISHED GROUND --/x 4 MARKER PLUG END OF MAIN LINE SERVICE LATERAL SECTION! IN LINE WYE -TEE PLAN VARIES SEWER SERVICE LATERAL CONNECTION N, T.S. FIG. S-2 TD -31 L I NVETEt AND AL�VE {�;9�t1'+; {;; E�:;�t14�.1�°.ATI�::I`E �I.',TE�'I.-,E Lfi...l��r' E('L �x:u.Tl+t;I;`=.I i'.•��h.TEI'�IAL •k a'yll'1„ ._ I�•r L Ire r, t It''.ITIAL E,a„>?�.,.FILL- � ) MIN- IAIN %I INI MIN e: C a 7136 7 iLE ::IL rFC+CK ?APE THE BOTTOM OF THE TEE"JCFI HEM " "E .=ALL TQY NES T,,-') I va E THE ' I r -E D' E II' T RET ,N1 ROCK AN'--, THE1a r. -,t reit ":T THE ",r)IL -)P Pkl(!,lf`F I E+ i,il<f; I:7F 4 - . T+:,!a E. F l- I D >~ T I EJ' � 11`4 k i r_)it_; I L r INITIAL HAA KFILL Tr,-' 8, , I^, Ii. TLE 3' ': 4 GFANULAH FILL A'�: G k APPR- OFD BY ,As:"5, {' 1 wf 4 E.IL c;F, HCa STABLE SOIL r. T, , K'' i I -'TE I iM. R-GCKS, T,HALL BE ALLO: IIIEO 1AITHIN 24" ,F THE lw.ATE? LINE,7. NC, ROCKS L R ER TH01 �3" IN A d I :: I?,'En?.,1 3`; `SHALL E',E ALL EVE.n' E THE INITIAL BACKFILL, v.TNE II;ITI> .L BACKFILL FILL 1_H .LL ESE PLACED ti I .I; ,,t TE3=+ ITN C LIFT" 1 N") OR(A,Nlk:, C`=; FR.".1, .EN tvAT-EPIAL 0IR (TEHt-.IT; SHALL BE ALI-C,1,'EI_] IN THE TRENCH. E.SELL HOLE: SHALL IEE L, r OUT IF ALL r A SLS. IPE ALL TIMI` f Eu�p�I t. RIPS _'t;E U OX xIES �r a- I "I .u li'3T FITTI GS 0ihl-LINE (T'r' ' E "H-) ;lE : THREADED C0 FLIN PVC rIR-SLE a cptl:il I' J'" LL:LEE' E DI dR�kS5 NIPPLE AND C4P L ICS -,TE ALL THF EAC': THr�,,JST BLOCK-." -IAETE,�? BUX #(SEE FIC W-7) v.. ,,L, E F, +h, 131 " ;L ,. „ low , I! STNIF .,1,.T. F1TT11NI ..-- yIF'E ; LGIPED TQ nRAlN. IF t ,• 2' PVC GR aSRA51; :1 PIPE S`ix.°°ATE+ MAIN yti:( 'a_AErE T} 11'? AO17 TA7'- ✓Lt+i, (TYPE T 1PICAL BL,3r _0FF- A:SE', ,9L.I,. hl T:F; Al r ti rx L a � Entex i f� i PL4 FOR ;ALL BENDS FOR TEE OR WYE FITTINGS WIDEN TRENCH TO - - - - •. ACCOMMODATE T ANCHOR IF REQUIRED. 45" 3EDDING AS - REQUI`tE1 O. III�I w �r5 " NuIN T SECTION 1-1 SECTION 2- 2 PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE OF (FEET) CO.YD. (FEET) CJ.'YD, BEND "O" RING SEALS 4 16" MAX H T L H T 90 2,517 2.50 3.01 0.24 t a EWTIAL SER4ICE WERE AN I?tRIGhTIQN Ai1.- 15 NOT ?ROVIQEG, FROM INLET TO OUTLET SINGLE SERVICE & Ei'= 45 22 1/2 2,00 1, 5CI 2,25 t, 49 2.59 2:52 CA- Q,. Q 2.010 2."�5 ` 2.50 0.15 DEPTH OF FLOW CONCRETE- 11 1/4 1.50 2.00 2,50 0.7o i 90 3.616 3.16 3 21 0.48 3 CONTRIOUTING 45 2.66 2.66 2.77 0.26 SEWER.. 22 1f2 1.66216 2.139 0.33 316 2.91 1.3F3 0,3 2 A FILLETED INVERT 11 1/4 1.66 2.16 2.131 0.13 INLET & OUTLET PIPE SHALL ESE PROVIDED. MIN. 6" BEDDING 9G 4.33 3,83 3.42 0.815 FOR THE SOIL CONDITIONS. 2. TH_F WILL DE CONSULTANTTERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. !Q" & 12" 45 3,33 3.58 2.05 Q.43 3.8.3 4.00, 2.83 0.52 � 22 1/2 2:33 2:58 2,$0 Q,24 k -i 1/4 1,81 2,33 2.94 0.18 1. THRUST BLOCKS ARE REQUIRED 'NFIENEVER THE PIPELINE ; CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES. 2, USE 2500 P.S:I. CONCRETE. 3. NO CONCRETE SHALL BE POURED ON ANY HAFT OF THE JOINT. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE � SIRE OF ALL THRUST BLOCKS. NTS FIG. W-3 TD -:3 ISHE+D GRACIE I AIR RELEASE VALVE -` BRASS OR BRCINZE PIPE � f G7RLVfE E "ATE DRAIN TO GRADE � V III 11. IF POSSIBLE r=Tr III III -I 111 I �E BRICK SUP CTRTS C)R � � OLID CEMENT BLOCK_, - -CRUSHED STONE `TYPE '"K" SOFT COPPER PORATION STOP NOTES: 1} PPRECAST MANHOLE CONE AND COVER WITH NATER CAST CC LID FC R TRAFFIC AREAS, OR A METER BOX ASSEMBLY IN NON -TRAFFIC AREAS, OR Ar PR03VED EQUAL, SHALL BE USED, I} FOE? WATERLINES) SM4ALLEZ THAN €lU `�'E A 1 A. .V AND FITTING'S, . FO FWATER LINES 12" AND LARCEN USE 2' A.R.V. AND FITTII`JCS, � 3IN SITUATIONS WHERE ERE THE A.R.V. ASSEMBLY CANNOT BE OFFSET FROM THE MAIN AN ADEQUATE FOUNDATION SHALL BE INSTALLED `}O THE WATER LIVE DOES "40T SUPPORT THE MANHOLE CONE. AIS' RELEASE VALVE (ARV) NTS FIG, W- 9 TD -20 NOTE: HYDRANT !MUST BE EQUIPPED WITH CHAYRLOTTES- VILLE THREAD, WHICH IS THE LOCAL STANDAPD. Ll 1 LENGTH OF BRANCH VAQIES o' MIN 2' T7 10'- 18'-22"' U'1€3 2z CU, FL VALVE aOx � 7 ##66 STONE-kf 1 r �2"MIN 31 VALVE k tl1. vA y' 8., X" • \ ' TEE 2500 RS.I CONCRETE a -' BASE ANG TI1RiJST F- ki °y,}o BLOCKAGAINST UNDISTURBED - i UNJI`3TLiR8EI) STbt)LE SOIL STEEL PILE�� RESTRAINED JOINT FITTINGS WHEN THE 501L 15 DISTURBED OR WHEN A HYDRANT 15 LOCATED IN A FILL, IN ADD1710M TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS A DIT104AL SUPPORT, NOTE 1. SURROUND WEEP HOLES ',°WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1,/2' NI[N. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ITCHE 3. FI'NISHEO ORA`7E SHALL SLOPE AWAY FROM THE FIRE HY'UI2ANT AND VALVE BOX. 4. THE CA -TE VALVE IS ALLOWED IN SHOULDERCLEC 13EHIND THE DITCH - IT IS NOT ALLOWEDIN THE DITCH. FIRE HYDRANT SHALL 5E IN5TALLED AT LUCATIUN$ WHERE WEER HOLES .ARE A13OVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO 13E IN WET AREAS, THE WEEP HOLES 'SHALL BE PLUGGED] AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL FRAME & COVER (SEE FIG. SLOPED AREA N.T.5. FIG. W-4 TD -8 STREET SURFACE OR NCN-PAVED AREA RUBBER COATED STEELi STEPS CAST IN PLACE SCOTT R. „ 3'-C? MIN PRECAST REINFORCED � 2' CONCRETE SECTIONS 12 MIN "O" RING SEALS 4 16" MAX MINIMUM ELEVATION i" TILE •K' S.QF7 CgPPER / ���"'•.'e IF DIFFERENCE ACROSS M.H. 5" 4'-O" E4R �1 E ON OETA,OHEN $It! pLE FAMILY t a EWTIAL SER4ICE WERE AN I?tRIGhTIQN Ai1.- 15 NOT ?ROVIQEG, FROM INLET TO OUTLET SINGLE SERVICE NOTE: 11 SA24LE5 SHALL aE USED ON PYC PIPE SH)ALL BE 0.20 FEET, x DEPTH OF FLOW CONCRETE- 4 r VARIES CHANNIEL TO BEFILLETS i 3/4 DIIAMETER OF - 3 CONTRIOUTING SEWER.. , A FILLETED INVERT FOR A SMOOTH s TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL ESE PROVIDED. MIN. 6" BEDDING NOTE W/ NO. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SP_CIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. TH_F WILL DE CONSULTANTTERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. TYPICAL MANHOLE SECTION SHOWING BRANCH TIE IN ACSA GENERAL WATER; & SEWER CONDITIONS TO -25 1. WORK SHALL BE SUBJECT TO INSPECTION BY (ALBEMARLE COUNT1` SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA 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 PLANS 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 ACSA. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (s-800-552-7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE & ONE-HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES AR;E TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES" 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 203.4 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). PLACE 5' GALVANI{ED ;'WITNESS " PoST WITH CAPPED ENDS PAINTED BLUE IN, REMOTE AREAS AS DIRECTED. MAxKEr LOCATION MAY BE SUBJECT ¢ TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE 0 �raDJusraeLE VALVE F30x w1 u[) II � u T - - - �- h9. J. GATE VALVE WATER r LINE / ilu 1 f 1 2500 P.S.I. \l CONCRETE T 4 THRUST BLOCK f�Z'x 2' BEARING AREA. h- � � - A if 1 A r7 ° x NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATIE VALVE NTS FIG. TD -9 ti {s E+ c a a E w W Ui � E � a w E _ sE w 2 uw J � _ Luw d f/f E F` E E° H u {� r' ! E u r / 1 �i T t _1L E aE o n f y. 'tri r Lt I v f1 � Ki 7 0�.. 7 TYPICAL MANHOLE FRAME & COVER N.T_S FIC, S -1-D TD -31 (4) 1'p2smm) CIA N6 is 27 1,/Z' Duk 0ar= 144' iassmn+Y � v - - x o� 1/�° 7a [scam kD T �1 [, x,4kI t 24'. 111-4 1t 2s 7/16- CTIA_ -- SV' DIA rs 26" Fyne seroOrrmm} (25M- �� 2 1/8" [97mm] [679mt [6 Fm 25' J3Rmm] 9f16" O.D. OF GKF GRIEVi'E t [17n+m] _ - [14mm] SECiIONVIEW _ 1f4 (6mm) 014 CAM DOLT NEOPRENE GASKE* SEE BEtyA.yEHBLY {f (2) 0 -HR 1/16 X- 318 X -1 1/2 RLINER PART# 00"1046 0'2) GORED Ise ' 13x7 eT HEX g7 -11 XS s/x $ s ­YMA" (5m r as}B„ [a1 ma (4)Af M811sn ct4ou i f2" (2) NSHR S/8 IQ 1.5D OD 5$ 1 1f8' (29mm) DA BOSS (113mm A3 Dtw. STINNL£SS IS EEL RW PART# CW01518 PIAN VIS PICKRAR & LOCKILLIG HOLE DFTAIL t ?r [ _ 2) NUY lot 5/8-_11 ZN w_x I RARTO 4M1dt 134 - 1. ALL MANHOLES MTHIN. 1150 YEAR FLOODPLAIN UR LOCATED IN AREAS SUB.ECT TU FLOODINGSHALL HAVE WATERTIGHT FRAME & Ck7VER.(2'j Esti'€ Har ,lAM 5f6-tt 2!a 2. ALWYN'ATI4£ flE3UH- FOR WATERTIGHT COVEBIS WILL HE CUNSIREREM - -'PART 0G991 2H 3, POWERS'5HALL 8E FIXE} TO FRAMES WITH LOCKING LUGS OR :�I (JAR ASSEMBLY. (2) I=R LO" UJO TYPICAL WATERTIGHT (SRCRT) PART# 00193585 MANHOLE FRAME & COVER LOCK LUG AssEMBLY N.T:B FIC, S -t -E TD -32 BASTING NOTES 1. BLASTING, WHERE REQUIRED, SHALL BE DOINE WITH CARE IN ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL LAWS, ORDINANCES, RUILES AND REGULATIONS OF THE AUTHORITIES HAVING JURISDICTION AND BY SKILLED AND EXPERIENCED BLASTERS. A BLASTING PERMIT MUST BE OBTAINED FROM THE ALBEMARLE COUNTY FIRE PREVENTION OFFICE PRIOR TO COMMENCING THE WORK. 2. ALL FEDERAL, STATE, AND LOCAL REGULATIIONS GOVERNING CONSTRUCTION SAFETY SHALL BE ADHERED TO AND ANY VIOLATION OF SUCH REGULATIONS SHALL BE DEEMED THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR DEVELOPER. 3. PRECAUTIONS SHALL BE TAKEN TO PREVENT INJURY TO PERSONS AND DAMAGE TO PROPERTY, NO BLASTING SHALL BE DONE WITHIN TWENTY-FIVE (25) PEET OF ANY COMPLETED WORK OR ADJACENT TO ANY OTHER STRUCTURES UNLESS PROPER PRECAUTIONS ARE TAKEN. ENDS OF UTILITY LINES ADJACENT TO THE BLASTING AREA SHALL BE COVERED TO AVOID DEBRIS AND DAMAGE. 4. PROPER NOTIFICATION SHALL BE GIVEN TO THE ALBEMARLE COUNTY SERVICE AUTHORITY AND THE PUBLIC PRIOR TO THE COMMENCEMENT OF BLASTING OPERATIONS. 5. BLASTING ON SATURDAYS, SUNDAYS, AND (HOLIDAYS WILL BE PERMITTED ONLY WITH SPECIAL WRITTEN PERMISSION FROM THE ALBEMARLE COUNTY SERVICE AUTHORITY. 6. WHENEVER BLASTING WILL BE UNDERTAKEN IN THE VICINITY OF AN EXISTING UTILITY, IT SHALL ONLY BE DONE WITH DIRECT "ONSITE" SUPERVISION OF THE AUTHORITY. ANY DAMAGE AS A RESULT OF BLASTING OPERATIONS SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. I_ /a BEND ' ^^41Pi;ESSIQ4 s 3j4" MALE PIPE CUPLIN4 -PROVED EQUAL 1" TYPE „K»S` iu-T COPPFE FOR 5E ON ATTACi Eb dGLE FAMILY RES-ICIENTIAL SERI ICE5 OR QUAL RE51DENTRAL ANV IfiRIGh1lQh SE�CYIGES. TEE _---'_ k-' ti" 1 _ TYPICAL SERVICE LATERAL INSTALLATION 1" IMETERS) NTS FIG, W -6A TO -10 f 3000 RSI CONC, EASE BENCH .SLOPES} TO PLOW I. CHANNEL 1/4" 1' MIN BRANCH s £ _._. 2,k FLEXIBLE CONNECTION -� NOTE' VV'ITH STAINLESS STEEL ALL CONNECTIONS TO BAND EXISTINE0 MANHOLE $HALL LH BE CORED AND A FLEXIBLE LH v CONNECTION BOOT INSTALLED TYPICAL_ MANHOLE DLAN SHOWING BRANCH TIE IN NTS FIG. 5-1-13 TD 27 COVER LIFT NOTCH 14 1/2'. 4 12 112" 2 3/8" -=� --~ IN\ WATER� CAST PON LID 118" METER BOX 6" EXTENSION i PIPE SLOT jjj (2 PLACES) NOTES. (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS. TYPICAL METER HOXE P,'IETERS) NTS FIG. W-7 TD, -13 C SCOTT R. .70 >yEATe9 iITTlNcS � � 2' DUAL SERVICE CQMPiarssio,! x 3/4' MALE PIPE COM LING ( 4M APPROVED EQUAL i" TILE •K' S.QF7 CgPPER / ���"'•.'e E4R �1 E ON OETA,OHEN $It! pLE FAMILY t a EWTIAL SER4ICE WERE AN I?tRIGhTIQN Ai1.- 15 NOT ?ROVIQEG, SINGLE SERVICE NOTE: 11 SA24LE5 SHALL aE USED ON PYC PIPE TYPICAL SERVICE LATERAL INSTALLATION 1" IMETERS) NTS FIG, W -6A TO -10 f 3000 RSI CONC, EASE BENCH .SLOPES} TO PLOW I. CHANNEL 1/4" 1' MIN BRANCH s £ _._. 2,k FLEXIBLE CONNECTION -� NOTE' VV'ITH STAINLESS STEEL ALL CONNECTIONS TO BAND EXISTINE0 MANHOLE $HALL LH BE CORED AND A FLEXIBLE LH v CONNECTION BOOT INSTALLED TYPICAL_ MANHOLE DLAN SHOWING BRANCH TIE IN NTS FIG. 5-1-13 TD 27 COVER LIFT NOTCH 14 1/2'. 4 12 112" 2 3/8" -=� --~ IN\ WATER� CAST PON LID 118" METER BOX 6" EXTENSION i PIPE SLOT jjj (2 PLACES) NOTES. (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS. TYPICAL METER HOXE P,'IETERS) NTS FIG. W-7 TD, -13 mj IN C SCOTT R. COLLINS�� Lic. No. I---1 035791 ,'h s1ONAL mj IN k x r 3ry i 3 , s i I � , � k -i 4 a i i r t% COURNELIUS At -LEY "PRIVATE ALLEY 2o'R W" ZONING LINE: NMD ZOWNG 7---- 7' -1-7 —7 BELVEDERE HASE1113 i i CURRENTLY UNDER DEVELOPMENT) - V H bbJTS J r (LOTSWITHIN PF) SE11B TO n, �BE-APPROVED UPJ DER A'. 71) UN LOT22'6 5EPARATEPLAN,� �C_ 0-1- .28. Mr -1 '.'LOT 1' 'LOT' 0 '71 LOT 2' E, li i 2 2 30 '29 M, 7J, > rn, RE BOULI -YA, RD ROAD'' BELVIEDF I T S 1CONSTRUCTION :)R POSED HASE 1113 OPOSED WITH'� YNDER BELVEDEF T N E IR 8CtION PR ?JECT LIMITS (TYP.)' PR 7 'kOAD.PLAN�1 7- ,EJIB AR 4 STREET SIGN PROPOSED WITH SUB2016-C 3. PHASE 1113 ROAD PLANS 7_ 36 Fj1C - F,1C " X. V 7,71 ';z: _X F" :,—, 2 1�� A + 26 W.QP. BELVEDERE BOULEVARD'' 4 UA '*—END'OF BELVEDERE B 'R/W PUBLIC STREET 7:1 LL (U D UB2016-213) PUBLIC ROAD PROPOSED WITH PHASE 1113 NU�11 -N + + 77 tv 7__ t -7— 'LOT p OT-. - LOT LOT'. 'IC .232 F/C - 233,' LOT '235 .231 - 2- 34.—, A- 0 STOP SIGN PROPOS�D WITH LOTil'l 110 OT 209 PHASE IIB ROAD PLANS �t E/P PIP :, 4 NO PARKING SIGN (TYPICAL) LOTS- P.HASE,1 I '(LOTS' ITHIN PHASE-11Bi, PROJECT . ..... T� LIMITS VED LINDER- A. (TYP.)' BEAPP SEPAR, PLANY Couno- of Altvoxarliv Comervation Plan ChecIdist —To be placed on I.andscape Plans (1-landboot,,ppl]-t-284-111-297foi-coitipletespeciricatioijs) 1. The f4flowing Itemsshall be shown on t�he plan: U Tr­��C�s to lie saved, LI Lirnit�i of deming (outy*t� driplitie. oftreo to bt� aved), EI Il and tyl)e of'proteuttive rexichi�,; GI-acte chwiges rzquiring -n-e well,,, or vvalls, Proposed trearbing or twitieling beyond the laxdt3 ofcleming. 2, �Vfarktays,_. 0 Alt trees to be savei shall be marked with print orribbotiat aheight clearly visible to equipinent operators- ZI NO padin- -,egiv antA the tree 111,1&dag tuv,�, bc�xl in�,;PQPIed �,Uld aprTove� by a County 1115pectoT, __ 41all t 3, Fre-Constructio-a Conference: LI Tree preservation and protection rkie&�ljres shah be reviewed with the ccmtractor on site, 4. Equipment Operation and Storage; Fleavy l�quipmetit, vehieLaar Irdiffic. Wi-d Stonage, ofc;onstniclioll matilaieh, includi%z SAl shall not b�� penuitted withill th4 drip1bie%- aftrc�� to bl� aved. 5, Soil Erosion and Stornkwater Detention Devices: Q -141uh <[CAoe�� "hall 21,01 advetsdy t1t)"ect troe� k) bo 6� Fires - U r ires arenot Fennittedxithin 100 feet orthe dripline oftrees to basaved. 7. Tolic Materiak� T�.,Xio 1witedas. -illall not be stortA willtia WO f"t of the di�pfine oflree,, tci be szn,-W, ZI Troes to be reta�ied within 40 f�ef of a piol)o9ed build�ig, or gnmhng ac;tivit�� *kall b�e protci:ted b-,,, fi�niciagl �,hah be, ia pJace and �611jjl hV ilaipectod arld opproved by 21 to �ridijLg or wijstrwtiort. 9. Tree WCIU: Wh-athc grc�und Level must be raisKA Mthin the �Idpliae, ofa tree to lb,;�.qaved, a tree vvell slia4 be provided mid a coastr�iaLx% derail, submi! led foi- approvall. Tree WMIN': When tho gound level must he- lowered withirt the driplitie a tree to be saved., a ttee wa][I 3hall be provided; and a co.a.struction detail wbinitted for approval. 11, TtelkChing and Tttnneffiig� fir wspo-asibLe, Turni'l andec a hirge ttee aliall be consi dered as aii alternadve vvhen it is anti cipated that aece,"aiy lr,�,nchi rig ,vit] destroy feeder roors- 12, cheallup Q PnAedive ten�7itig shalL be th,�� last items retnoved dwing die fim� clea-lup. 11 Danneed 'Frees, treated irnmediately by ptuning, fer-blizitiaii Drolher methods recc�mmended by a tree speciali.�t. NOTE: IT IS THE DEV OPER'S RE.SPONSIBITATY TO CONIFFR WIT11 THE CONTRtcTOR ON TREE CONSERVATION REQUIRUNIV�NFUS, ---Ad 7/09/18 OW'NER SIGNATURE/ (DA -FE) CONTRACT PURC1[ASF_RSIGN1,kTU'Rr. (DAT E) 1/1/06 Page 1, of I Landscanp%e Notes 1. ALL TREES TO BE PLANTED SHALL MEET THE SPECIFICATIONS OF THE AMERICAN ASSOCIATION OF NURSERYMEN. THE PLANTING OF TREES SHALL BE DONE IN ACCORDANCE WITH EITHER THE STANDARDIZED LANDSCAPE SPECIFICATIONS JOINTLY ADOPTED BY THE VIRGINIA NURSERYMEN'S ASSOCIATION, THE VIRGINIA SOCIETY OF LANDSCAPE DESIGNERS AND THE VIRGINIA CHAPTER OF THE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS ORTHEROAD AND BRIDGE SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION. _jj 2. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE F 'tip, - xa A MAINTAINED A 1, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE '4. LOT ",254 PLANT. A, 3. STREET TREES PROVIDED So'O.C. AND 5'-io'FROM PROPOSED UTILITIES. V� LOT �y ri LOT 230 \253 9 CALCULATIONS: TOTAL SITE AREA: 7.53 AC 328,006 SF p�, 4�.'OT v. S OPEN SPACE) 5.6 AC 243,936 MINU T _7 -LOT- TOTAL SITE AREA \X 'IN - L 23� CANOPY REQUIRED 20%): 0, . . �0 .— I . 1 \,7 0� .20�8, z:T_' . . , .1 , , 1.12 AC 48,788 SF r) PROPC V112 YLOT 2 51, k\\\. P J�( T V 'LOT RO V LIMITS (T�._ 13 LOT �0 V 250' V ;A 207. IOT V, V PHASE -11B, LOTS LOT' NO P ARKING SIGN 235 (LOTS WITH N OHASLA�F!I_TO P C.,,NL) ".6 0 \V APP.ROVED_-JLfL NfDER'A BE A DEVELOPMENT LOT L AN) .'RES1D.UE.'. 5:EPA ZATE' LOT �.;O&, F� (FUTURE LO I �S .247-20) o.'168 ACR V� V v V LOT V V. LOT V .240 V", V v V 6 FLANTI v 1 2. 7. V CIT - lip LOT. �V. VV V, 10 '241 -V �A' N, , I;jl % , I- % A CT L �l I F, % 0"y 'N V, .\� ; �_' . . I I I I I . . I \ - . -__1 " v , -\ � . . . . I �� � " 7 FF- , , " \1 , .1 - 7- V, 7 N % J;" v. 4 LOT J1, 242 Z 'CONC S ZONING LIMITS COINCIDE -,V L-%vl PROJECT BOUNDARY -STREET PARKING (TYP.) ON IN H X T ISAIR�A (TYP.) X BELVEDERE Pkk I I B LOT .(CURRENTLY UNDER DEVELOP ITJo 0. MENT Y p 5� 24 3. A FOWLER STREET ROAD CONSTRUCTION PROPOSED X\ ITT UNDER BELVEDERE PHASE IIB ROAD PLANS ZONING LIMITS (TYP.) � 0, T 03 SUB2016-00213 3, LOT, 233. Nk A NO PARKING SIGN (TYPICAL) A,, A FARROW DRIVE ROAD CONSTRUCTION PROPOSED 0 UNDER BELVEDERE PHASE IIB ROAD PLANS -00213 0 SUB201rQ PROJECTI T L % T 7 7'2� 0 -1 1 j7y�j ___,A Y, .-J �2 gU Street Name Proposed Phase 1111113 Street Frontage Total Street Trees Required Total Street Trees Proposed Belvedere Boulevard 1,143' 23 24 Barnett Street 371' 8 8 Shelton Street 39T 8 8 Fowler Stret 1,313' 27 27 Farrow Drive 513' 11 11 Jotall 3,735' 77 78 PLANT SCHEDULE SY M BOTANICAL � COMMON NAME SIZE CANOPY (so I TOTALSITE I QUANTITY I COVERAGE (,0 STREET TREES AR JACER RUBRUM RED MAPLE 2 1/2" cal, 1 452 1 21 1 9,492 1 QP IQUERCUSPHELLOS IWILLOWOAK 2 1/2" cal� 1 419 1 4 1 1,676 H 0 ,SCOTT R. COLLINSZ Lic. No. 035791 k Z ­ EXISTING TREES V i Existing Tree Area F F 41,775 TOTAL SITE: 52,943 Planting Notes LIJ 1 . DO NOT PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT IS OBVIOUS THAT OBSTRUCTIONS AND/OR GRADE 0 DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITIONS SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. THE CONTRACTOR ASSUMES COMPLETE RESPONSIBILITY FOR ALL NECESSARY REVISIONS DUE TO FAILURE TO GIVE SUCH NOTIFICATION. 0 2. ALL PLANT MATERIAL SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO ITS ARRIVAL ON SITE. SEE SPECS. U) LL. 3. ALL AREAS WITHIN THE PROJECT LIMITS OR DISTURBED BY CONSTRUCTION OPERATIONS AND NOT OTHERWISE SPECIFIED T, Uj SHALL BE SEEDED PER SPECIFICATIONS. Cie z , Landscape Notes z ILL 0 F- 1. CONTRACTOR TO USE EXTREME CARE AND CAUTION AS NOT TO DAMAGE ANY TREES SCHEDULED TO REMAIN OUTSIDE LIMITS 0 z OF CONSTRUCTION. LIMITS OF DISTURBANCE AND TREE PROTECTION FENCING SERVE AS LIMITS OF CONSTRUCTION. 0 T-1 z (D 0 2. NO CONSTRUCTION EQUIPMENT OR STORAGE SHALL OCCUR WITHIN DRIPLINE OF EXISTING TREES. PRIOR TO MOBILIZATION > LU Lf) CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECT (LA) TO DISCUSS TREE PROTECTION EFFORTS. ALL TREE PROTECTION MEASURES SHALL BE APPROVED BY LA AND/OR TREE ARBORIST BEFORE ANY CONSTRUCTION ACTIVITIES SHALL TAKE PLACE _j < ON—SITE. CONTRACTOR TO MONITOR TREES FOR STRESS AND/OR DAMAGE AND ADVISE LA AND TREE ARBORIST IF ANY OCCUR. 0 oc > U 3. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT AND/CR TREE ARBORIST 48—HOURS IN ADVANCE OF ANY CONSTRUCTION ACTIVITY NEEDED WITHIN ANY TREE PROTECTION MEASURE. ALL TREE PROTECTION MEASURES SHALL BE REPLACED IN ORIGINAL Uj LOCATION ONCE WORK HAS BEEN COMPLETED. NO WORK SHALL BE DONE WITHIN DRIPLINE OF EXISTING TREES UNLESS APPROVED BY TREE ARBORIST OR LANDSCAPE ARCHITECT PRIOR TO WORK. ice 4. ALL WORK TO BE PERFORMED BY THE CONTRACTOR WITHIN THE DRIPLINE OF ANY EXISTING TREE OR TREE PROTECTION AREA CL SHALL BE DONE IN A MANNER SENSITIVE TO ENSURING NO DAMAGE WILL BE DONE TO THE EXISTING TREES. THE PREFERRED (D -0 CL x METHOD FOR GRADING SMALL AREAS WITHIN THE DRIPLINE SHALL BE DONE BY HAND. LARGER AREAS TO BE GRADED MAY BE Lij < DONE WITH A SMALL BOBCAT/TRACT—HOE. CONTRACTOR TO DISCUSS METHODS OF GRADING WORK WITH LANDSCAPE 0 ARCHITECT AND TREE ARBORIST PRIOR TO COMMENCING ANY SUCH WORK WITHIN DESIGNATED TREE PROTECTION AREAS OR E =3 WITHIN EXISTING DRIPLINES. 5. ALL PLANTS HAVING A QUANTITY GREATER THAN ONE (1) SHALL BE MATCHED AND SUPPLIED FROM THE SAME SOURCE (PER 0 . . . . . . . . . . . . . . Ul U) CL SPECIES). 6. CONTACT LANDSCAPE ARCHITECT AT THE TIME OF PLANT MATERIAL DELIVERY, BEFORE ANY SUBSTITUTIONS OR CHANCES, IF SCHEDULED TYPES ARE UNAVAILABLE, AND FOLLOWING INSTALLATION. ALL PLANT SUBSTITUTIONS SHALL BE APPROVE Uj LANDSCAPE ARCHITECT PRIOR TO PLACEMENT OF ORDERS. U 7. LANDSCAPE ARCHITECT SHALL INSPECT AND APPROVE ALL PLANT MATERIAL AT TIME OF DELIVERY AS WELL AS AFTER INITIAL _j 0�. PLACEMENT PRIOR TO PLANTING. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT 48—HOURS PRIOR TO DELIVERY. [r _Y LLJ Li PHAst, �VA-2' f`IUTUR'E OPEN SPACE- 8. PLANT LOCATIONS TO BE REEVALUATED AND REVISED, IF NECESSARY, AFTER FINISHED GRADING. 7= (TO 6SxPL*'rTEb WITH PHASE IVA--2) 9. MULCH IN PLANTERS AND PLANTING BEDS TO BE CLEAN AND FREE FROM PEST AND DISEASES. MULCH SHALL BE APPLIED TO ry-0 A 2—INCH DEPTH. MULCH RINGS 24—INCHES MIN. IN DIAMETER ARE TO BE PLACED AROUND ALL TREES NOT LOCATED IN PLANTING BEDS. MULCH TO BE DOUBLE—SHREDDED HARDWOOD. Q,.674 ACRES I rN r'rA&ITD ArTOP Tr) At 1 01 1 AKITITIF�Z PFTWr7F7Nl F)l AKI AMF) P1 ANIT I IqT ANin PFPnPT ANY F)11:' (RFPANCIFI� TO THF NMD - BLOCK io TMP 62A3-1 - LIMITS (TYP. EXISTING PROPERTY LINE (TYP VA T V i U3 D ir LIJ 0 Ei U) LLI 0 Z U) LL. Ld U) T, Uj CL 0 F- -0 L9 0 T-1 z (D 0 0 0 oc 3: U (1) 0 z CL (D -0 CL x Lij < 0 F- E =3 0 . . . . . . . . . . . . . . Ul U) CL . . . . . . . . . ..... . . . . . . . U _j 0�. 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