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Home My WebLink AboutSDP201600003 Plan - Approved Final Site Plan and Comps. 2016-12-05GENERAL NOTES OWNER/DEVELOPER: 07600-00-00-05200 07600- 00-00- 052ND 1 FORGE FARM, LLC JOSHUA OR MALLORY WHITE II 195 RI VERBEND DRI VE 1179 SUNSET AVENUE EXTENDED 3 CHARLOTTESVILLE, VA 22911 CHARLOTTESVILLE, VA 229903 ENGINEER: COLLINS ENGINEERING i � 200 GARRETT ST, SUITE K 6 CHARLOTTESVILLE, VA 22902 7 (434)293-3719 TAX MAP NO.: 07600-00-00-05200 (D.B. 4568, PG. 582) 9 07600 -00 -00 -052ND (D.B. 4391, PG. 463) PROJECT AREA: 10.40 AC ZONING. • R-4 RESIDENTIAL, ENTRANCE CORRIDOR (ARB APPROVAL REQUIRED) DENSITY.• R-4 ALLOWABLE DENSITY FOR STANDARD LEVEL !j CLUSTER DEVELOPMENT- 4 D.U./AC. 13 PROPOSED BONUS DENSITY 57 INCREASE FOR MAINTAINING OVER 107 14 OF THE EXISTING TREES ON THE PROPERTY. 15 4 UNITS/ACRE x 1.057 BONUS INCREASE = 4.2 UNITS/ACRE 16 ALLOWABLE UNITS = 4.2 UNITS/ACRE * 10.40 ACRES = 43.7 UNITS PROPOSED DENSI TY- YSINGLE CLEARING LIMITS SINGLEFAMILY DETACHED: 19 SINGLE FAMILY ATTACHED: 23 TOTAL PROPOSED LOTS: 42 R-4 DENSITY 42 D.U.110.40 AC. = 4.04 D.U./AC. OPEN SPACE. 3.96 AC (38,17) PRESERVED SLOPES: PRESERVED SLOPES EXIST ON THE PROPERTY AND ARE SHOWN ON THIS PLAN. MANAGED SLOPES: THE MANAGED SLOPES EXIST ON THE PROPERTY AND ARE SHOWN ON THIS PLAN. OFFSITE DISTURBANCE. • NO OFFSITE DISTURBANCE IS PROPOSED WITH THIS PLAN. SUNSET A VENUE yip' pq�g ��I��iixn��—'�_I EXTENDED SHALL BE UPGRADED WITH THE WINTERGREEN FARM PROJECT BUILDING HEIGHTS: MAXIMUM BUILDING HEIGHTS SHALL NOT EXCEED 35 FEET SETBA CKS.• FRONT- MINIMUM 5' FROM THE R/W AND MAXIMUM 25' FROM R/W BUILDING SEPARATION: 10' REAR. MIN. 20' REAR SETBACK, NO MAXIMUM SETBACK �' f afa SIDE. • NONE (SEE BUILDING SEPARATION) FRONT LOADED GARAGE. MIN. 18' FROM R/W SIDE LOADED GARAGE. MIN. 5' FROM R/W SUBDIVISION STREETS: CURB & GUTTER WATERSHED: THIS SITE LIES WITHIN THE MOORES CREEK WATERSHED, WHICH IS NOT A WATER SUPPLY WATERSHED. AGRICULTURAL/ FORESTAL DISTRICT- NONE TOPO & SURVEY- TOPOGRAPHY PROVIDED BY A COMBINATION OF ROUDABUSH, GALE AND ASSOCIATES AND LOUISA AERIAL SURVEYS INC., JANUARY 2014. THE BOUNDARY LINE INFORMATION IS PROVIDED BY ROUDABUSH, GALE, AND ASSOCIATES. INFORMATION FIELD VERIFIED BY COLLINS ENGINEERING JUNE � 2015. DA TUM: NAD 83 EXISTING VEGETA TION: MAINL Y WOODED LIGHTING: NO LIGHTING IS PROPOSED PARKING. • (2) OFFSTREET PARKING SPACES PER EACH SINGLE FAMILY DETACHED .AND SINGLE' FAMILY ATTACHED UNIT. z (1) PARKING SPACE PER 4 SINGLE FAMILY ATTACHED UNITS REQUIRED. ,J 23 SFA/4 = 5.75 (6 PARKING SPACES REQUIRED) 7 ON STREET PARALLEL PARKING SPACES PROPOSED PHASING: NONE. PROFFERS: NONE. BUILDING SITES: EACH PARCEL CONTAINS A BUILDING SITE THAT COMPLIES WITH THE REQUIREMENTS OF THE ALBEMARLE COUNTY ZONING ORDINANCE. BURIAL SITES: NO CEMETERIES WERE FOUND DURING FIELD IN VESTIGA TION OF THE SITE. STREAM BUFFERS: NO STREAM BUFFERS ARE LOCATED ON THIS PROPERTY PER THE ALBEMARLE COUNTY WATER PROTECTION ORDINANCE RECREA TIONAL AREAS: A TOT LOT WITH A MINIMUM AREA OF 6,000 SF IS PROPOSED ON THE PROPERTY. THE REQUIRED AREA FOR THE TOT LOT IS 200 SF x (23 z MULTI -FAMILY UNITS) = 4,600 SF. THE MINIMUM TOT LOT AREA IS ACHIEVED oz 0-::j J WITH THIS PROPOSED DESIGN. THE TOT LOT SHALL MEET THE MINIMUM REQUIRED TOT LOT AMENITIES AS SPECIFIED IN THE ALBEMARLE COUNTY s' 1 1 1 ZONING ORDINANCE RETAINING WALLS: RETAINING WALLS ON THE PROPERTY SHALL HAVE A MAXIMUM HEIGHT OF 10'. LANDSCAPING: STREET TREES ARE PROPOSED ALONG THE NEIGHBORHOOD STREETS IN Q) o ACCORDANCE WITH ALBEMARLE COUNTY LANDSCAPING REQUIREMENTS TRASH: EACH LOT SHALL HAVE ITS OWN INDIVIDUAL TRASH RECEPTACLE. IMPERVIOUS AREAS: PROPOSED ROAD WAY.• 0.99 AC PROPOSED SIDEWALKS. 0.25 AC PROPOSED ATTACHED HOMES: 0.78 AC. PROPOSED DETACHED HOMES: 0.57 AC. TOTAL 2.59 AC. NOTE: THIS PROJECT IS NOT LOCATED WITHIN A DAM INUNDATION ZONE TOTAL AREAS: (10.40 ACRES ON THE PROPERTY) OPEN SPACE.- 3.96 ACRES R/W.• 1.43 ACRES L 0 IS.- 5.01 ACRES NOTE. ALL OPEN SPACE WITHIN THIS PROJECT SHALL BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION NOTE: OF THE 3.96 ACRES OF OPEN SPACE ON THE PROJECT, APPROXIMATELY 2.52 ACRES INCLUDES PRESERVED SLOPES AND OPEN SPACE DEDICATED FOR STORMWATER MANAGEMENT USES TH 0� o SCOTT R. COLLINS'Z Lic. No. 035791 o��SSlONAL E�� / / \� A 1 AA tit � ti LOT qz OPEN SPA EA 33o ACRES .�1101II1II IIII (I II II II II II II II 1 II II EXISTING CONDITIONS 3 LAYOUT PLAN 4 ,0' i,Li i � UTILITY PLAN 6 UTILITY PLAN 7 GRADING & DRAINAGE PLAN 8 GRADING & DRAINAGE PLAN 9 NOTES, & DETAILS Iii'Ii{i{illi iI ++eums� ppppm� I i' i 10� iilt!�1 � 1',.{II{:1 e1 ij DRAINAGE PROFILES !j I e 13 SIGHT DISTANCE PROFILES 14 DRAINAGE AREA MAP & CALCULATIONS 15 DRAINAGE CALCULATIONS 16 LANDSCAPING PLAN ® _ , _ _ CLEARING LIMITS s f 200 . a SNI 200 PROPOSED CONTOUR 240.55 PROPOSED SPOT ELEVATION C TBC DENOTES TOP/BACK OF e CURB TIB DENO TES TOP OF CV yip' pq�g ��I��iixn��—'�_I j I��I�isi�ttll°ri�al � °tl{MEMO, ;S� I� ��ei�a C9 �r bt�rri�inii3l �' f afa N ,n Q � z ,J J o � s w �w J z =z a w NOTE. • THE TOTAL PROPOSED TREE PRESER VA TION AREA ON THE PROJECT SITE IS 2.52 ACRES (24.27). TOTAL AREA OF TREE PRESERVATION OUTSIDE OF THE PRESERVED SLOPES IS 1.11 ACRES (10. ;77). J 1 � J m r F r w f I t fl J Irk _ f r� SHEET LAYOUT SCAILE: 1" = 100' Sheet List Table Sheet Number Sheet Title 1 COVER i EXISTING CONDITIONS 3 LAYOUT PLAN 4 LAYOUT PLAN 5 UTILITY PLAN 6 UTILITY PLAN 7 GRADING & DRAINAGE PLAN 8 GRADING & DRAINAGE PLAN 9 NOTES, & DETAILS _ 9A NOTES, & DETAILS 10 CROSS-SECTIONS, ROAD & WATERLINE PROFILES 11 DRAINAGE PROFILES 12 UTILITY PROFILES 13 SIGHT DISTANCE PROFILES 14 DRAINAGE AREA MAP & CALCULATIONS 15 DRAINAGE CALCULATIONS 16 LANDSCAPING PLAN 17 TOTAL SHEETS LEGEND ROADS APPROVALS, �. EXISTING CULVERT ENGfNEER CUL VERT 0 DROP INLET & STRUCTURE NO. CURB CURB & GUTTER r . FAN .._ PROPOSED PAVEMENT 1RR1 I cy) EC -3A DITCH 6» DEPTH OF EC -3A DITCH z EC -2 DI TCH g" DEPTH OF EC -2 DITCH `4U) EARTH DITCH DRI VEWA Y CUL VER T + BENCH MARK ® _ , _ _ CLEARING LIMITS s VDOT STANDARD STOP SIGN 200 EXISTING CONTOUR 200 PROPOSED CONTOUR 240.55 PROPOSED SPOT ELEVATION C TBC DENOTES TOP/BACK OF CURB TIB DENO TES TOP OF CV BOX Y//L COLLINS ENGINEERING IS NOT RESPONSIBLE OR LIABLE FOR ANY CONSTRUCTION OR DAMAGES TO THIS PROJECT PRIOR TO ALL FINAL PLAN APPROVALS. z w z o yj � z O LU U O vn U LU � � z w to C7 LU M1<�.,w LU LU U-1 I � LU LU r4 ri N +"° N N Q ,\i M t 1 C`D t`O APPROVALS, �. DEPARTMENT OF COMMUNI 'EYEOPNIENT ENGfNEER 1 1-NSPECTIONS r . FAN .._ 1RR1 I cy) N Y//L COLLINS ENGINEERING IS NOT RESPONSIBLE OR LIABLE FOR ANY CONSTRUCTION OR DAMAGES TO THIS PROJECT PRIOR TO ALL FINAL PLAN APPROVALS. z w z o yj � z O LU U O vn U LU � � z w to C7 LU M1<�.,w LU LU U-1 I � LU LU r4 ri N +"° N N Q ,\i M t 1 C`D t`O 0) z cy) N z MENEM `4U) Q C CV T C9 N ,n Q � z ,J J o � s w �w J z =z a w Lz L z oz 0-::j J s' 1 1 1 � O 0 0— 0 LU LU e Q) o o - U 3 V) c: Q z: o U SII WC) v 0 > o 0 Q) Cf) 9 X W ° s= � r U T " D > 0 0 Ln U) C). O U g0� r U z c w C Uj z .° w V U) (n � z U) U) Z J C O o v L 00 Q_ o � O ® CNO tiV U O X U N Q O U W J o U EE 0Ul o � L 2 U •- O O JOB NO. 152115 0 a SCALE 111-50' U a� U SHEET NO. 1 LINE BEARING DISTANCE LINE BEARING DISTANCE LINE BEARING DISTANCE Ll S18057'42"W 179.68' L16 N22010'24"W 99.80' L31 N26057'27"W 49.52' Ll S47017'18"E 105.00' L17 S47045'14"W 299.87' L32 N25043'25"W 142.53' L3 S58'33'08"E 167.27' L18 N25'37'18"W 20.76' L33 N23041'46"W 34.07' L4 S11001'22"W 37.00' L19 N7544'10"E 200.09' L34 N21003'58"W 32.97' L5 S43o4l'48"E 158.06' L20 N23059'14"W 99.04' L35 N15'42'01"W 36.84' L6 S10031'52"W 27.42' L21 N23'59'14"W 101.23' L36 N08048'51"E 12.11' L7 S49030'31"E 125.95' L22 S75058'47"W 202.60' L37 N16025'46"E 50.00' L8 S13025'12"W 15.78' L23 N25'29'21"W 31.98' L38 N1625'46"E 83.00' L9 S64'50'49"E 173.47' L24 N27'50'41"W 37.75' L39 N15040'46"E 84.64' L10 S17'47'15"W 88.09' L25 N29044'03"W 29.94' L40 N67"19'13"E 21.69' L11 S64026'55"E 324.89' L26 N31'04'20"W 99.92' L41 N80'04'32"E 23.80'_ L12 S56047'47"E 197.96' L27 N 30037'04"W 60.24' L42 N88'06'29"E 28.83' L13 S58'06'15"W 460.68' L28 N2942'03"W 86.72' L43 S85003'13"E 40.35' L14 N13'30'53"W 70.27' L29 N28'43'23"W 57.56' L44 S80008'18"E 59.93' L15 N 19'47'07"W 100. 17' L30 N27'42'12"W 39.82' L45 S75"36'22"E 31.54' 7- . X Z EXISTING LANDSCAPING TO BE PRESERVED DIAMETER OF TREE AT BREAST HEIGHT TOTAL NUMBER OF TREES IN MINIMUMNUMBEROF PRESERVED AREA TREES REQUIRED PER ACRE QUANTITYPER ACRE 3.0" - 4.9" 42 60 29.2 5.0" - 6.9" 33 38 22.9 7.0" - 8.9" 37 22 27.1 9.01, - 10�911 34 14 22.2 11.0" - 12.9" 32 10 22.2 13.0" - 14.9" 41 7 28.5 15.0"+ 29 5 22.9 EXISTING LANDSCAPING WITHIN TREE PRESERVATION AREA TYPE OF TREE TREES IN PRESERVED AREA TREES ALONG ENTRANCE CORRI DO R TOTAL LARGE SHADE TREE 45 9 54 SMALL SHADE TREE 160 18 178 EVERGREEN 3 13 16 <I N u (n U-1 v) ct 2: < U 6 M < 0 z u UJ 0 0 Lu 0 < 0 0 > u 0 U) U LLJ > 0 w co > 0 < U LIJ LU (D Lu u U) ca < 0 > z Uj LLI Lu Z/ re Lu UJ < co LLJ 0 Lu Lu < co 14 Lu < > ry ce uj Lij a - G V) > Lu uj (n > Lij 1> EXISTING COUNTY A MANAGED STEEP SLOPES m Ln to C,4 c:) m Ln I'D EE LAND pi NOTE�:� S D EkiSTINdPRESERVED . . . ...... PRESERVED SLOPES - SLOPES H AVE BEEN rLAIN OEE� 16) F E ES Ew JLOP� EXACT SPECIES OFT EES�' Sc STE PS DETERIVIIINED LESS THAN 25% bASED'bNN INFORMATION TIO ALONG,ENTRANCE POGRAPHIC TO THE SATISFAC N .. .......... .. 0 F THE COUNTYENG I N EER, AS PEkM ITTED U N DE . ... ....... . . CORRIDOR SECTION 30.7,4(b�h (TYPICAL) C > L9 i Ce) cyi CN 00-0S200 76" 0-00- r i OWNER-' FORGE FAR < !M,LLC ACREA C, PROPERTY LINE (TYP) I N.K- GE: qiq8 A CY) . .. .... .. '�ONING- R-4 0 Y, DB/PG 45b8/582 E�(TYP)- �(TYP) �y x'-, iH C'4 uj 0 0 -'�PRESER ED �LOPE'S SLOPE5HAVE�BEEN, V < 2 EXISTIN Lj T tION GPR DETERMIRED'LESS7HAN D ON NEW '25% BA STEEP,SLOPES --TOPOGRAPHIC INFORMA [ONTO THEISATISrAC. 0 -Y R, AS PERMITTED UNDER OFTHECO ENGINEE cy Z' SECTION 36 TYPICAL -7-4(b)hj > ul ILI v i ..... ..... 0 .. .... .... ..... . . . ..... . . 0 .. ....... . 20, L > cn u LIJ LD v J\ 0- 0 0 0- L . . . ........ .. .. .. .... -25% BASED ON NEW I M SLOPES - SLOPES HAVE BEEN D ETERM.1-N ED, LESS THAN' LDIN OF THE COUNTY ENGINEE -- - - ------- --- R, AS PERMITTED UNDER X15TINGIBUI TOPOGRAPHIC INFORMATION TO THE SATISFACTION E G u TO BE REMOVED SECTION 30�-7-4(b)h (TYPICAL) 0 EXISTING ACCESS '7 TO'BE REMOVED co EXISTING F Lu 0 TREELINE,,, f6 uj L E > 3 - -- ------ /1� 0 Z) F U) 33, uj . ..... . .. . . . ��34- -L-T2 SUNS� XTENDED (VAR WIDTH R/W) fEXISTING 20" RWSA STATE ROUTE 781 LLJ 0 STING ACSA fry m ui L 29 L28 2 WATERLINE L 2 FIRE HY 8 7' U) DRANT Lu v i R EXISTI-N-G.KiADWAY CENTERLINE 0 ui EXISTING ACSA FIRE Q) y �HYDRANT (FHA#i:io q) - ------------------ 3 EXISTING,26" RWSA OWNER TMP NUMBER ZONING DB/PG Q WATERLINE EXISTJNG ?o'RWSA < A 07600-00-00-1205G VILLAS AT SOUTHERN RIDGE UNITS OWNERS ASSOC. 13.64 AC PRID WATERLINE EASEMENT ------- \ H Ex" ISTI N G -4 ACSA B 07600-00-00-052MO MONTOYA, REUBEN 0.47 AC R D.B. 1024, PG/148 0 WATERLINE IA -4 P 0.78 AC R 352/269 C 07600-00-00-052GO JARVIS, JAMES & JOHN D 07600-00-00-052HO LUDWIG, DALE 0.86 AC R-4 3 -00-00-052KO R-4 457/592 THOMAS,WAYNEOR BRUCE OR VIRGINIA COLLIER 2.44 AC 4 E 07600 uj F 07600-00-00-052LO SIDDH, LLC 5.43 AC R-4 0 NO TE: LL BE COMBINED 1.42 AC R-4 TMP-7�-52N !AND �MP- 76-52 SHA G 07600-00-00-052Al LEAKE, GEORGIA M LIFE ESTATE u uj THPOUGH A SUBDIVISION PLA T F -4 Lu E E -00-00-052A2 LEAKE, DENNY O 1.80 AC R 3741/393 H 07600 0 D. B. 4822, f�,G. 344 Lu 1 07600-00-00-05100 EAST CONGREGATION OF J EHOVAH'S WITNESSES 3.58 AC R-2 3431/544 _0 c: 0.72 AC R-4 4429/536 TOP OF MANHOLE 30B NO. J 07600-00-00-052AO BERGLAND, FRANK ;�/bENCHMARK K 07600-00-00-052BO A VILA, RAMON & LUXVELASQUEZ URTECHO 0.59 AC R-4 4502/304 00.52�, ELEVATION 5 152115 0 U) > M 07600-00-00-052DO THOMAS, MAURICE JR -4 L 07600-00-00-052CO LAVASSEUR, ROGER 0.63 AC R 4 4443/001 0.44 AC R 1025/506 SCALE f 50 R-4 3483/746 ---- ------ IN 07600-00-00-052EO STRATTON, GILBERT BRIAN & STEPHEN SUPPLE 0.45 AC -00-00-052NO WH ITE, JASHUA DOWN I NG OR MALLORY BLACKLEY 0.45 AC R-4 4391/463 0 07600 P 07600-00-00-051BO BEREAN BAPTIST CHURCH ETAL TRUSTEES 4.02 AC R-1 SHEET NO. -00-00-049CO 4.73 AC cn WINTERGREEN FARM LLC R 4568/559 2 Q) Q 07600 -00-00-049BO 66.49 AC R-1 4568/559 WINTERGREEN FARM LLC R 07600 1 z MIRACLE RECREATION EQUIPMENT "L" Tube Slide, Left Exit -740-5 (� Category : Free-standing Flay Events ry Sub category . Tube Slides; t r Product model : 65-740-5 Price: $3,718.00 mss, AREA RE' 25' ROW Cdteuo,w: Free-!3tandincgF0? Events Seta category Tradiflon:l Fmme 9h;ingq Product model . c-+1917% Rrice: $1,345.00 CAD file: 1 S.dwg POF file: 2919S.pdf CPSC_`` Compliant_ Y es Prot ectiv Area..32''X 41' (9_8mx 12.5rri�, Ground Space 8' x 29' (2.4rn x''8_Orn) #ofineat,,�;4 4 of legs" 2 Tod Rall Diarneter, 2- 31nj" Leag Diameter: 2 - :3a 8 Camel Brick Climber, Double Category Free-standing PI y Events. Sub category: Freestanding Climber, Product model , 448-2; Price: $1528.00 NOTE: 1. DRIVEWAYS PROVIDE A MINIMUM OF 1$' FROM THE PRIVATE ROW AND ARE 18' WIDE FOR THE SINGLE FAMILY HOMES, AND 16' WIDE FOR THE TOWNHOMES. PRIVATE ROW SHALL BE DEDICATED TO THE HOA. CPSC Compliant: `des 'f MECHANICAL EQUIPMENT FOR THE TOWN AND ,`s',.�TI'r`I Compliant-- YE:S` �`��• Toy erComplaight int-- Yes � /� SINGLE FAMILY HOMES SHALL BE SHIELDED Compatibility:`•,� FROM THE ENTRANCE CORRIDOR WITH WALLS OR Age Range. 5-12 � \ SCREENING LANDSCAPING AS REQUIRED, Protective,rea I',<'',;4^rn x 8-5m)TOWNHOME MECHANICAL EQUIPMENT SHALL BE Ground oa-c-e. x.163' (.6r -n x 4 0m) PROVIDED ON THE ROOF. `. y.. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. 5. SUN VALLEY DRIVE SHALL BE NO PARKING ON ONE SIDE. EXISTING PRESERVED STEEP SLOPES (TYP.) SHALLBE ON THE FIN A U P LAT LU I PROMDEDWITHAN EA EMENTANDz _ 4 , ..,. ENT � v<PRESERVATION AS DEPICTED ON THIS SITE PLAN9NTENANCEAGREEMO PRESERVE THE TREE / t , 0 0 <�_ I �� Y 9sC0TT/_R.t' COLLINS'ZO-- U Lic. No. 035791 111. "deo q_��f�-�i";' �,�SICNAL Vtl CwlZ j F p j , - x _ , DISTANCE LINE------ .. t PROP OSED , .,.. VAR. W DTH PUBLIC ROW _.. �. , - -_ R 1009 � I.............r.. — - \, _ .... _ - - --- �-..._. __ ._ HEREBY DEDICATED'4_1 .... .t , . _. _ - SIDEWALK --- _ __--.__ PROPOSED SIGHT----_-�=___--__.__. -- --�- TO PUBLIC USE .> { ,< .P � ,,,, ROPOSED PAVED _. _ DISTANCE EASEMIENT Uj DB. 4822, PG. 344-_.�__a _.�.;...�_.___. --�, —_ Sa-335 _ - -- 1�,o'TRANSITION a -.�,:� .� _ ,� 5TATE ROUTE $�, � o. - VDOT STD. CG -11 �9 � W ==- �_; - - _ _._�,.r,_. 30' MPH. POSTED. S.P -- EED LIMIT _ - -� `- - - -_._ ..,�: 75 URN LA ,�.w` LEF T T " -- PROPOSED 6' t{ _ - __ _ _- -- Y ,. ,_ FOOTPRINT = 6,674 SF ,�..• ` - - _ ----_.__ MAXIMUM BUILDING ---___._____-----_.___.__.__---._-,- �.. _ _ _ ---=-- - _- - - = -- -_ MAXIMUM BUILDING N E __- _ =, - . - --__ _ -66, t PLANTING STRIP ,.. ,,� ,..-,_, W -�-`- _ ` — _-_----� -LIMITS � ------ ? -, 3 MILL & OVERLAY 12 OF EXISTING-- FOOTPRINT = 9,132 SF- ____ o — OF PUBLIC & . __'! - { MAXIMUM BUILDING PAVEMENT SEE VDOT STD. WP -2 DETAIL ON SHEET 4 /- ,- P I r t r ,,Ar , .,, r - r ,- � PRIVATE RIGHT-OF-WAY . -. .75 _..._ w FOOTPRINT = 5,357 SF ` `^' �r , �, r',. o r -- .. GRAPHIC SCALE ,�� SUNSET AVE IMPROVEMENTS PROPOSED ! X- 1 `g WITH WINTERGREEN FARM PROJECT 30 0 15 30 60 2D t i i i r ii zo f J `\ f 1 inch 30 ft. x .. w Q U „ f v5 > O O v) j LLj {Y] > Q r— �.'+. f V / cD s O CoLjj J 1 \ r t > Z Fy Q Ljj !SJ `� ` d < _j J V7 W Q> a - LU Ce LULU .`; ce ca J U) Uj > 0- LU ® c CLL V) H > ur Uj Ln LU j F p j , - x _ , DISTANCE LINE------ .. t PROP OSED , .,.. VAR. W DTH PUBLIC ROW _.. �. , - -_ R 1009 � I.............r.. — - \, _ .... _ - - --- �-..._. __ ._ HEREBY DEDICATED'4_1 .... .t , . _. _ - SIDEWALK --- _ __--.__ PROPOSED SIGHT----_-�=___--__.__. -- --�- TO PUBLIC USE .> { ,< .P � ,,,, ROPOSED PAVED _. _ DISTANCE EASEMIENT __-------------- DB. 4822, PG. 344-_.�__a _.�.;...�_.___. --�, —_ Sa-335 _ - -- 1�,o'TRANSITION a -.�,:� .� _ ,� 5TATE ROUTE $�, � o. - VDOT STD. CG -11 �9 r ____ __ ~-~ MAXIMUM BUILDING_ _. ==- �_; - - _ _._�,.r,_. 30' MPH. POSTED. S.P -- EED LIMIT _ - -� `- - - -_._ ..,�: 75 URN LA ,�.w` LEF T T " -- PROPOSED 6' t{ _ - __ _ _- -- Y ,. ,_ FOOTPRINT = 6,674 SF ,�..• ` - - _ ----_.__ MAXIMUM BUILDING ---___._____-----_.___.__.__---._-,- �.. _ _ _ ---=-- - _- - - = -- -_ MAXIMUM BUILDING N E __- _ =, - . - --__ _ -66, t PLANTING STRIP ,.. ,,� ,..-,_, FOOTPRINT = 5,933 SF -�-`- _ ` — _-_----� -LIMITS � ------ ? -, 3 MILL & OVERLAY 12 OF EXISTING-- FOOTPRINT = 9,132 SF- ____ - — OF PUBLIC & . __'! - { MAXIMUM BUILDING PAVEMENT SEE VDOT STD. WP -2 DETAIL ON SHEET 4 /- ,- P I r t r ,,Ar , .,, r - r ,- _ _ _- �_-` ____ ..-..__ _.—____.__ — PRIVATE RIGHT-OF-WAY . -. .75 _..._ w FOOTPRINT = 5,357 SF ` `^' �r , �, r',. L-- ' I �r� r -- .. GRAPHIC SCALE ,�� SUNSET AVE IMPROVEMENTS PROPOSED ! X- 1 `g WITH WINTERGREEN FARM PROJECT 30 0 15 30 60 2D t i i i r ii ( IN FEET f J `\ f 1 inch 30 ft. x ' 'D LL, N d \ p Ul Z 0 O Q L 7 T C Q L O O O O j Z_ J � � W °w z �z <C3 w z �� z z °- C J O L oo 3� C C U 0 U N 0L ° 'S Q L (/7 L Q X O CUjN T +� O C . a 0 C � C O' Z C W W � Z_ C z .0 LLj Co w r U Z + J J C O ° U U O� T� L ° ° U L C Q > ° X •- U a cn �n LU o J O O U Q) Uj rn W �E = U — O JOB NO. 152115 ° O �> SCALE Iii =30 C —U o � co C L 6 N SHEET NO. Q o 3 a) u) a) O O t � \ S \- z t o 1 A ©PEN SPACE D 0.33 ACRES 5' ASPHALT PEDESTRIAN PATHWAY SERIES OF WOODEN STEPS WITH HANDRAIL TO MINIMIZE GRADE IMPACTS TO OPEN SPACE. ALSO, NOTE THAT IF THE so' PEDESTRIAN PATH ALONG SUNSET AVENUE IS INSTALLED WITH THE WINTERGREEN FARM PROJECT, THEN THIS PEDESTRIAN PATHWAY CAN BE ELIMINATED. SEE THIS SHEET FOR DETAILS ON THE WOODEN STEPS, ,Q 1 ©,� } i7 Lu ry F- 1 ! U Lu r z� r) V) J � 0 L_._A_--_._ - _._3OL r 66G!-TzOL LYNGH7-,-_R B1ROA TAT ROUT- - - � i _ LIMITS OF PUBLIC & 275'LEFT _ PRIVATE RIGHTVI lk -OF-WAY I ,._. __ - LANE - - - - _ / 1 --- _ f _ — - — —--------__ > , q ,>t - f i a x� �r.:— —, v... __ — A8 `— rz f x Yi '-----_.._.. a.{) Ot i._... t _._,._— _---.. - . e V �. F L I EXISTING 3o PRESCRIPTIVE- . RIGHT-OF-WAY BASED ON ,r r i EXISTING CENTERLINE OF iSUNSET AVENUE EXTENDED --. •y•- t r 'Tr.,tt j rr r t r . � 7 ^`,i ` -.--•. -•-,. -o \.\_ ' "'°a.' '.: '.7) J ikA ( IN FEET�_ 1 inch, _ ft. SCOTT R. CCT:T,TNS'7 ,U Lic. No. 035791,E o��s'sjONAL E��Z W o U W J V W LO z rn m 1.0 m F_ W cn Ln tp ID JOB NO. k„ o 71ATCHLINE - SEE THIS SHEET.::.. W . U .. � CO > 2: 0T 57 U ©PEN SPACE D 0.33 ACRES 5' ASPHALT PEDESTRIAN PATHWAY SERIES OF WOODEN STEPS WITH HANDRAIL TO MINIMIZE GRADE IMPACTS TO OPEN SPACE. ALSO, NOTE THAT IF THE so' PEDESTRIAN PATH ALONG SUNSET AVENUE IS INSTALLED WITH THE WINTERGREEN FARM PROJECT, THEN THIS PEDESTRIAN PATHWAY CAN BE ELIMINATED. SEE THIS SHEET FOR DETAILS ON THE WOODEN STEPS, ,Q 1 ©,� } i7 Lu ry F- 1 ! U Lu r z� r) V) J � 0 L_._A_--_._ - _._3OL r 66G!-TzOL LYNGH7-,-_R B1ROA TAT ROUT- - - � i _ LIMITS OF PUBLIC & 275'LEFT _ PRIVATE RIGHTVI lk -OF-WAY I ,._. __ - LANE - - - - _ / 1 --- _ f _ — - — —--------__ > , q ,>t - f i a x� �r.:— —, v... __ — A8 `— rz f x Yi '-----_.._.. a.{) Ot i._... t _._,._— _---.. - . e V �. F L I EXISTING 3o PRESCRIPTIVE- . RIGHT-OF-WAY BASED ON ,r r i EXISTING CENTERLINE OF iSUNSET AVENUE EXTENDED --. •y•- t r 'Tr.,tt j rr r t r . � 7 ^`,i ` -.--•. -•-,. -o \.\_ ' "'°a.' '.: '.7) J ikA ( IN FEET�_ 1 inch, _ ft. SCOTT R. CCT:T,TNS'7 ,U Lic. No. 035791,E o��s'sjONAL E��Z W o U W J V W LO z rn m 1.0 m F_ W cn Ln tp ID JOB NO. C o 152115 W G U CO > 2: O D 'U) 57 U 11° =30 .D D � O z SHEET NO. Q o U) z N O N 6 Ln CU cWc G Cd F-- o z 0 Ln ¢ Lu 0 0 ® 0(z ) Q — �J ` F m } ® W ZLu z_j 0 z o Q o < U Lu � uj uj N ® a co _3 Q W o I Ln m < W > Q calco W n W ¢ > uj CL b W W ce W Q. C) L Lu W o U W J V W rn m 1.0 m ,-i cn Ln tp ID W o U J V W rW, w E U Ln 7) 7)o JOB NO. C o 152115 o D U CO > SCALE D 'U) 11° =30 .D D � c �- o � SHEET NO. Q o N O N 6 �t 3 ,r -AA RWSA NOTES: Z a. CONTRACTOR SHALL COORDINATE WITH RWSA AND ACSA DURING CONSTRUCTION OF THE CONNECTION TO THE EXISTING RWSA 2o" WATERLINE. CONTRACTOR SHALL USE DUE l f- -} DILIGENCE TO PROTECT THE RWSA 2o" WATERLINE DURING CONSTRUCTION AND TAPPING. / 2. CONTRACTOR SHALL VERIFY THE HORIZONTAL AND VERTICAL LOCATION, THE OUTSIDE ,�' DIAMETER AND THE PIPE MATERIAL OF THE 20" WATERLINE PRIOR TO ORDERING THE TAPPING SLEEVE. RWSA SHALL BE CONTACTED 3 BUSINESS DAYS IN ADVANCE OF THE TEST ' PIT AND SHALL BE PRESENT DURING THE TEST PIT. THE TAPPING SLEEVE SHALL BE \ f APPROVED BY RWSA PRIOR TO BEING ORDERED. THE TAPPING CONTRACTOR SHALL BE / APPROVED BY RWSA PRIOR TO THE TAP. t, 3. A MINIMUM OF 3 BUSINESS DAYS' NOTICE SHALL BE GIVEN PRIOR TO INSTALLATION OF THE EXISTING ACSA 8" D.I. WATERLINE TAPPING SLEEVE. THE 20"X8" TAPPING SLEEVE AND VALVE SHALL BE INSTALLED PLUMB. % FOLLOWING THE PLACEMENT OF THE 20"X8" TAPPING SLEEVE, A CONCRETE PAD AND THRUST BLOCK SHALL BE PLACED UNDER AND BEHIND THE TAPPING SLEEVE. PROPOSED g" COPPER WATER \z ti ti �,�SERVICE TO 8" METER Detail* tripe Etectc ing, Backfill aria Asphalt Concrete Pavement reinstatement tict#Y TiVa dot4l zhoUid AIX 6e uwafor140,0€xdte Wera;N,: it stthad anopen aded0almuelayer (OGDOdiesr c�rn�3tt-�t�`#k �9�'�9"�", 1'�I?�° �T4diY'd({t�•.TySt or, flip Q1 x"tt €t" ti i 73-c, e"I to 4WKof a4sbnq aeptiqit, vai��;sev�s t� geeasar 4.6' F €. 9 beia3�tt F a a ' AliR A (.{§ n+ite'SklkiAC.t P91t1l;"Cidt 001t tic 10, €4�fRt '� e�8l 4b C�G�j$+Ek3.af �4tlbt�ti� 5kf�5'.d�, pdit6ti Wt,.iAfiADT -941,t't@0 eN)mTsgrea4e€ f r av n ' met 04 D,?2 a c 7 "g . +:ak '"" and�€i#ge��4�sg arab;�a2c�e¢h�;tcru€tia*�czr,»�€t�c€rua+iir� fvet=>rcdrin wWRoadand aid SM.€R-I Not iii�afe1 , SCOTT R. COLLINS'Z, U Lic. No. 035791,E "o "o 'o to '�o Lu 0) Ln rq r1q N + , RL9 ...:.....:.. i U) i— U) Lu m: O �57 U o < L L � U .t < Z L z LIJ 0 0 0 Q O p U)> L M > p L uj 0 V) O p Q w U) �_ O Q c /� -J > z LU 2:j U) L w< > c <(m O c L J h Lu Uu q CL LL) L c u Lu U) nLL ILij "o "o 'o to '�o Lu 0) Ln rq r1q N + , RL9 ...:.....:.. i Q) 0 D- C) Q T c a L O N (D O d Z_ a CE � W �w z 0z a w o z O' J J �- O L U 0- 0 —O Q) O ul �> ul C O U D U O U N O � L1 N O L VJ N N s - Q a X Y O O C N E O C =' O yy c� a` Z � r w a w z w c> c L z J U J � O 0 v " L O o T �0 L a m D- o L � Q� > U O X Q) U N L co o c C p O L U 6 O N 0 U .— O O 0 0 + a � U � O cn N ff) > a co � U O U C s - a � Q O O N co V7 0 a t � � 3 U c C -D N U E U •E O a 0 a c 0 D D v Q 0 cn 6 U) > D •� a � � U O D TH 0� o SCOTT R. COLLINS, U Lic. No. 035791,E Alae ��SSI ONAL Y': w !- r, w O w cC S JOB NO. 1521.15 SCALE 111 = 301 SHEET NO. 8 W/ %D k.0 %D Ln %D uj ri ,-1 ri r -i r-1 U)z m Ln � m �- w 5- � O U O < U') z w Q < O 06 z z O z}= U LU g 9- O O `tz Z ® —' U) > O O � m © O w O w Q U oG w w cc j Q nC w W Lli - w ce Qw a m 2: al =L m M w J CL LU Q UJ w w ce wn UJ 14 o- r) >w Lu un c LU w !- r, w O w cC S JOB NO. 1521.15 SCALE 111 = 301 SHEET NO. 8 W/ %D k.0 %D %D %D uj ri ,-1 ri r -i r-1 m Ln � m w !- r, w O w cC S JOB NO. 1521.15 SCALE 111 = 301 SHEET NO. 8 W/ Ll YV11 YL -i- 11. L/1/-II/YrI VL L_ L_ IY/LIY fJ _'I r - LL LIQ IL/Y1J /V ri / Vl/♦ / VLI_/+/>-t/ i,v /+/, / v/./,+- /./, n/-/. � 4 i`y Y !; Y `�� / - .^,4 ', COURSE. C� < GENERAL CONSTRUCTION NOTES FOR STREETS q PA YEMEN T ty w INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT:; /�• " " , r- 1 1 1. CONSTRUCTION� �� : OF COMMUNITY THE SSV VALUES ARE LESS THAN 10 THE BY THE COUNTY. THE CONTRACTOR MUST NOT THE DEPARTMENT OF THE AGGREGATE BASE MATERIAL. IF H , t L THE PROPOSED � � ; ,: , : - , . i . , .:, r �. , DEVELOPMENT 296 5832) 48 HOURS IN ADVANCE CE OF THE START OF CONSTRUCTION. DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL , � n , �: ,�, , . ,;. ......:, .. ,. ��. , , I l I ,, .. ( \ `•� , :: :. ..., i.: ::. ,.;;, ...:,, ,...... i DBED SUBGRAD E METHOD OF CORRECTION 2. UPON COMPLETION OF F/NE GRADING AND PREPARATION OF THE ROA E, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE i3) COPIES 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND I .,, .� ;., ,,,.,;,• I �. _ x ..:,. :: ; . I ... ,; .:, --: .:.:: I _ --- - - ,w; �L_�_�- �t� : ! f z COMPACTION BEFORE BASE IS PLACED._ OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOW/NG THE MATER/AL , •��, - _ ;: ::.. ;: ; +�-� ,: i OR GREATER IS NOT OBTAINABLE, A REV/SED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN �' MEETS REQUIRED GRADATION FOR TYPE l 11, OR llI PRIOR TO PLACING AGGREGATE BASE ! ,:. L . ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. " ..,.. • . ,:. NTS TO PUGMILL AGGREGA TE BASE WILL BE WAIVED IN THE EVENT THA T - ` -� -I BE RETAINED WITHIN THE PUBLIC 4. THE REQUIREMENTS - r J. SURFACE DRAINAGE AND PIPE DISCHARGE MUST_,__ ;.w._T_ _ _ _ , __ _ __. I' PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE THE SURFACE COURSE IS BEGINNING AT THE COMPLETION OF THE INSTALLATION OF THE - - I• J F RIGHT-OF-WAY OR WITHIN EASEMENTS�- OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 I � - 4. GUARDRAIL LOCA TIONS ARE APPROX/MA TE. EXACT LENGTH, LOCA TION AND APPROPR/A TE END DAYS, THE PUGMILL REQUIREMENT WILL APPLY a - "' - - -�=- °'µ tzAil TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL 5. THE USE OF AN AGGREGATE SPREADER 1S REQUIRED WHEN PLACING AGGREGATE BASE. Pavement Design (Based on VDOT Requirements & Standards) MA Y BE REQUIRED A T L DCA TIONS NO T SHOWN WHEN, 1 �^ 1N THE OPINION OF THE COUNTY ENGINEER 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH TEMPLATE AND COMPACTION � IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED IT SHALL BE INSTALLED BEFORE SURFACE TREATMENT IS APPLIED. v OR DESIGNEE, RF= 1.0 - - z= FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND 7. PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT Location ADT HCV Design CBR SSV Dr Surface h a Base b a Sub- h a Dp - -` ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. (PRIME COAT RC -250 ® 0.3 GAL./SQ. YD.). ADT base_f, ' 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL 8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA Sun Valley Drive 223 0 223 5 4 9.54 SM -9.0 1 1/2 2.25 BM -25 3 2.25 21B 4 0.6 12.53 TION SPECIFICATIONS. \\ fr l�' DEPARTMENT OF TRANSPORTATION CONFORM TO VDOT CG -9(A, BOR C). � �% � /R 1 6. WHERE RURAL CROSS SECT/ONS ARE INSTALLED, ALL RESIDENT/AL DRIVEWAY ENTRANCES SHALL 9. ENCROACHMENT- POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO Alley 70 0 70 5 4 5.50 SM -9.0 1 1/2 2.25 BM -25 3 2.25 21B 4 0.6 12.53 . �. CONFORM TO VDOT STANDARD PE -1. NOT ENHANCE A ROADWAYS CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED 7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS WITHIN THE RIGHT OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY Note: Pavement structure for any patching necessary to Sunset Avenue shall match the existing pavement structure., ti. SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. PERMIT ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTATION MAY BE LOCATED WITHIN TRIP GENERATION 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. THE STREETS RIGHT OF WAY SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN 1"=100' APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND N3TE OMPQHErT F GRAMPS CONSIST OF THE FOLLOWING: G YRAUL€C CEMENT SIDEWALK,DEPTH ITINCHES, AREA IN 54U ARE YARDS) PROPERTY NUMBERING ORDINANCE AND MANUALCURB WHEN REQUIRED ICG -29R CG -3 IN LINEAR FEETTGENERAL DETECTABLE WARNINS SURFACE (AREA IN SQUARE YARD$T EACH.OF'THE VE ITEMS IS:ASEPARATE PAY ITE AND. SHOULD : 1.5 SM -9.5 R REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE '. THE DETECTABLE WARNING SHALL BE PRGY1GEfl BY TRUNCATED DGT#ES. ABO rA 10. TRAFFIC CONTROL OR OTHER BE SUMMARIZED FOR EACH CLERK CUT RAW, NOTES. � 2, DETECTABLE WARNING SHALL RE #"RaA1 THE MATERIALS APPROVED T!Isr FOR SURFACE COURSE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEVED DETECTABLE WAR G s s• PRODUCTS HOT LISTED SHALL MEET SIDEWALRAW T2.1 MAX 3N€ REQUIREMENTS OF CFI€ SPECIAL PROVFSEON FOR CG -12 DETECTABLE 46/1 NW THIS ITEM WAY BE PRECAST OR T X'# PLACE, NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. WARNING SURFACE AND SHALL EE SUBMITTED TO THE ST ARDS AMIE �*- SPECIAL DESIGN SECTION FOR APPROVAL, 2. �IF C CLASS A3 i='. CAST IN PLACE. 3"" BM -25 11. THE SPEED LIMITS TO BE POSTED ON SPEED OMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPED, �• SLOPING SID€S OF CURB RAMP WAY»BE PCM3R€D MONOLITHICALLY Wrk RAMP A` INTERMEDIATE COURSE OR ASDETERMINED BY VDOT FOR PUBLIC ROADS. FLOOR OR BY USING PERMISSIBLE CONSTRUCTION ICINT WITH REDuIREO BAILS, 1 COMBINATION CRR & CUTTER KWING A RADIUS„ :�F. I€. RAW FLOOR 15 PREChST HC„ES:ANAST BE PRC)Y(i�EEi.:FiFR 00WLd... BAlRS 5tT' 5 Z � - OR CMO. FAC-TxIFt#7T 4 COMPACTED AGGREGATE - - CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE THAT AO4O*iTAc FLARED �oi;s CAN #3E CAST i�A PLACE TER PLACEMENT OF .,to . 3AA# CURB E� rr .4 �AR i 3M ARD CD 1 OR CD 2 CROSS D 12, VDOT STAND PRECAST RAMP FL4OR, PRecAST CR�#1cReTE SPRIER. �� CLASS A -a•. a ate. BASE COURSE, VDOT #21A Y TYPE A N O THE f' HOW N E ,OAD POINTS MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG O 1YIT T - 5, REQUIRED BARS ARE T4 BE TIO, 5 Jt:.B PLACED 1 CENTER TO CENTER ACflNc: +i, F Y USE H E CU1 tB III PUTTER OR X21 B DEPENDING ON \ \ _ k�P'i:.NC1tULAR R.ATA3t.TT�E't�TTR'T►l R7�F TEiE pJ[� 8k R:#tTTER BOTH SIDS OF: THE RAMP FLOOR.,:W DEPT14 OF RAMP FLOOR, MINIMUM 8ZKCO RI:OTEO PeAR%L91, TO THE SL ULTIMATE TRAFFIC LIMITS PROFILES. CONCRETE COYER lyz , aDUI S Arica TO TH4E DEPTH OF \ \ \ \ \ \ 13. A VIDEO CAMERA INSPECTION /S REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE 6. CURB r CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURES RAPS � PAVEMENT, AND UNDERDRAINS INCLUDED E PAYMENT FOR CURB A CURS; AND GiATTER. `a ,+ UDE N P ALLOWABLE C#IT'ERIA F� U OF CG -6 TION SHALL BE °S. AiE,I. THE "� N THE VIDEO INSPECTION NT INSPECTIONS. E VDOT OR COUNTY DEEMED INACCESSIBLE TO VD CURB ERAMPSENG APER TD T LOCATED TOO n5 PSHOWNROVIDED, ON THE PLANS N WHEREVER �.I ~� DE SHOWNCLASSF111OATION MC Ni MWENDIX COMPACTED BY .THE ENGINEER. TM€i":AR€ TO BE PRRiVIDED AT INTERSECTIONS WHEREYfR : .1 ML m '`"�� CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY ?2--� z" rt ,+�Ar,, # M uga, IN THE SEC , SUBGRADE CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING PROPOSED G11i � U1RlP1R "TTA[�+A#RDS VDOT OR COUNTY INSPECTOR PRESENT. O NONEXISTENT. PLANS THEY MUST AS � LOCATED WITHIN P THE sT�� T BE LOCATED BEHIND VEHICLE STOP LITE$. EXISTING LIGHT PRX.ES.FKtE TYPE 8 NYMANTS. DROP INLETS; ETC:, ACCESSIBLE ROUTES PROVIDE A CONTIE OVS PARALLEL ASPHALT PAVING R0AaS UNOBSTRUCTED, STABLE. FIRM AND SLIP RESISTANT PATH CONNECTING AL r � ALBEMA.RLE COUNTY ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED � NO SCALE ANO USED BY PEDESTRIANS. GENERAL ENERAL CONSTRUCTION NOTES THE RAMPS MAY E PLACED A RADIAL WIT IN TANGENTIAL F THE CROSSWALK THAT THE CURB OPENING IS PLACED L4+'li4"d T�9E LIMITS OF TYE CROSSWALK AND:Tr THAT THE SLOPE AT Tl� CONNECTION OF THE CQRB OPENING ITS T2=SMAtR gear± PEFRPEIAi?IGULAFCrO rl'E CURB.�:NUN X WR 1. 0 ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO 1. PRIOR T TMI K. WHEN TR R u AINN T '3. iYP#CAR. CONCRETE SIDEWALK 15 4 C W9i E ENTRANCE tV4) U O ACGR NVODATE THE TURNING REQUIREMENTS OF:. ANTICIPATED HEAVY:.: TRIS lA DEPARTMENT OF TRANSPORTATION „ A ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGIN rRr�rle. REFER STANDARD DD ts.GOMM€RCiAL ENTRANCE (HEAVY a TRUCK TRAFFICTFOR CONCRETE DEPTH. AT E 2 HIGHER THAN . AIT )K OF !SAMEMAs ' ELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE 5 MIN. (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURAT TO. WHEN CURB RAMPS ARE USED MR CONJUNCTION WITH A SHARED USE PATH, A€ 2C X . !SAME As TC1P OF CURB` r ♦ t 1 ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. THE MINIMUM WIDTH SHALT: BE THE WIDTH OF THE SHAD USE PATH, It WHEN ONLY .ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS (OfAGONAL), TYPE C - CONFORM TO CURRENT SPECIFICATIONS AND ;A.� T L TROY TO MANE YER A WHEELCHAIR THE 30TTOM OF JHC CURB AMC! 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL A x � I.rirATl4tiG AREA s. AA. 1 E,r PARALLI=L PERF'£NC?1C4�i,.�IR >ouTmt FrT,7 BE Ri 1NT4 THE CROSSWALK WITHOUT GONG INTO THE iRA1iELWAY• THIS :4 x i 6 PARALLEL TO THE $I.RiPE OF " STANDARDS OF VDOT UNLESS OTHERWISE NOTED. LANDING AREA MAY INCLUDE THE WfIER PAN. -TRUNCATED DR�ME � � C"SEES A 4 CONC. M ALL: CASES WHERE CURB RAMPS INTERSECT A RADIAL 'SECTION OF : ..w - a OF CE WITH E APPROVED s 2.a D MINIMUM EDP rr J. EROSION AND SlL TA TION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDAN TH TH A CURB AT ENTRANCES RPR,. STREET R:ONNECTIONS rF1E DETECTABLE ..��. Q z7MS,a�r„�,r r� cn,acrE FACTORY RPOIU� OR BE FIELD AT THE Rk>TWN DF THE CONTRACTOR � .. 'T1?AIiNENG SURFACE SHALL HAVE A C?:C? O Ct ;C}: CJ x i/ a AR/NG GRADING OR OTHER i Y CLE PRIOR TO AN Y Ei F T R T / / / / a EROSION CONTROL PLAN AND SHALL BE INSTALLED PR -MODIFIED AS RECOMMENDED e THE MAi4R, 9.t; uR� o MATCH :� \\ / THE F3ACtR OF CURB. � � - '� £> O CF C% [T O £3 3 [} tD SR) CONSTRUCTION. O 0 O' 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED.0 0 0 0 0'0 O O 0 0 0 0 0MP LANCING : RAm MUM ALLOWABLE SLOPE IS 2: 1 HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER `� ° ° ° �' °'`T" ° O ° ° 5. THE MAXI ( ) 0 0 0 0 0 00 0 0 0 00 0 0 4 21-A STONE BASE SLOPES OF 3.° 1 OR BETTER ARE TO BE ACHIEVED. 0 0 0 0 0 0 0 0 0 0 0 0 0 t0'0 6. PAVED RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE D�ABLE W OPINION OF THE 'T P DIAMETER r R r ° ° ° ° ° 00 (0 ° CONCRETE SIDEWALK COUNTY ARt1ING „- ei DU TY ENGINEER, OR DESIGNEE1 IT IS DEEMED NECESSARY /N ORDER TO STABILIZE AI DRAINAGE CHANNEL. AT BACK OF CUR9T �� _ -��" VARIABLE FULL WIDTH OF RAW FLOcaFz NO SCALE : BASE RTIAMETER 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFOIRM TRAFFIC CONTROL SEE NOTE 12, PAY LIMITS y DEVICES DETECTABLE WARNING TRUNCC TED NOME DETECTABLE WARNING 8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS Ill. INSTALLED A R DETAIL SPECIFICATION SFEFERE TICINE Dr _ REFERENCE REFERENCE €4 PIPE INSTALLATION MUST COMPLY WITH OSHA S1�ANDARDS FOR THE 9. ALL EXCAVATION FOR UNDERGROUNDC% '� pT�, 4`V�,RN1N SURFACE COMBINATION 6CURB' AV[� GUTTER #RDr€s;AND tom€ sT:a+RDS CONSTRUCTION INDUSTRY (29 CFR PART 1926). ROADO BRIDGE STANDARDS SHEEr DATE (GENERAL NOTES) 105 1I5 WASM DATE., SHEET 1 -DF 1 cTAis VIRGINIA WT IAAVVENT OF TRANSPORTATION 902 W2 V 14A DEPARTMENT OF TRAHSPQRTATM 201 G3 20J,05 _ CO -11 WIDTH �R2� AT �- a 7 / _ / WIDTH OF ENTRANCE ' ET BRfPFC+CA E AT:EKIRLSLMEry CF PEDESTRI AO8x GENERAL NOTES e saN,r AC SROVrE ACCESS ROUTE NOE (RAMS To BE � A5 Mr f7/IM SHOWN #r� PLAN � C NON -TR �AERSAF#LF _ D,A�T � P#. ' P RAwP ED SPACE f. THIS Tt'>JY# MAY I� ►�twST GTR L ACE PV PCE I T - t T -1 Li._�, r"z / r`r ` s AJ #� RAST � T A+c # ArRD a 2. Tta R+LAS THE AIP4�I.1GtE1#,E >sA+ RAD1 �y RIS' TO AS Ta t9 � � E SrA�T, QF ^TIE YOQT' RQN? '# #N06R#pNG elrA ON r .� RAiMN.iCOMI TlOil 2 R � A4E I I71:i'fAt#OE .Q4IRFyEMT�a ciRiSrRNG OR PROPOSED at 'A4DTM {TF... CtARB AND GU R � FEET +BR:l ------ €� 3i CAJFIN THAWING, A , I K SPACE < , --------- SDEWALK'4R S+DERtAL ,, _.I --�----- RSG -4` MOTE -T71 r NTRAN . tib FACE OF CURB) 141 BE � FOR AS 2. 41lIEr1 THE E11TRN16E R%C L#„ P RANI CMAIKIT ACCOMMODATE TIE I�'4iB INCLUDED li�i 'Q» kPaN. GiFTB, TRiIi T3 OF A ENTRANCE C,tBTTER v - NiTt6� TEA #+�IRYi TRRNRMC P INT .d. TRAFF#C THE DEPTH y� FGR SU7EN'ALK k RM" EXPANSION N JO - ,® % Ki _ _ Y NCIRRi 3 .IIA 8 O A5 � � SAOE9kALli k11iFEi I Ett. I.#N#T'S OF iEPTTi OF I+ THE f�7ISHDU1.iS BE 1° TT•E REDUCED . r, � PcS � Ri5< �T1Rp OR AS FWGH Ag R5 t9LITE 2f #1ACl�ED '#'Q a l/' 1 1 f yy V: 3"' R2T' OEPTNE 6�i 011GER THAT THE BOTTOM �Cr I f , I R _ L "i�Q'�° F+l.Yi[iiI"F2 1'L04l: Ulm T _ , CEss ROUTE AYE. OF =-MIJ 4: E WITH THE TOP 41F WHEN 1.7 T1 E RM FA 1`NSH 'iMtT#E, STANDARD; CC -3 w cyp�O 'S ROUTE r +�C-�kC-C✓rC E . 1- >I CD{IR5€ RR" TT�E PAWEMEi#T T#i4rcTuiE I �e- THE RMJIRB FACE ON Di1 THIS sTAw,wn IS TO : PTH rR1;SHOWN. T1IE Be9E aTT,s OEM #s '� � rt . Tc> MATCH Tt#E #r11TI_R.tlfi$ ExP'' � , �A I . kk 99 i � � � c Atesltalt �TIPx�oiA>� tr1 `Im 8 � MADE t ': 1> � �. AN itiG�lL'S� TN T#EnrH. J Jc�rrr >, FOR A OEr.�ssr OR E� 9s PEDESTRIAN ACCESS ROUTE DETAILS Wi7°IH fk , CR ' _ jow r r ACE 4, MOM M Cfir-1I FiMA to S'tIRF t RAMP t?CN TO � iN t F LINE °e °3�' t1C1i'�a fi)DTH "�" 2'•D OR, A5 IAN. ROADWAY FLOW T P P Lti 1Tht A �+ Ott AVE CE E TO BE #ipAID�4S E IN usEa T�#TFi TIE STMROAPD, _ > THE �AE�E�rsraR�c-�e As sH# 11#lk ., , . _ S#Ro+xN R7H T'YPlC,AE: SECTIIX#. ., A __ _r GR GR �'A VDD? #Mr�LEM#. R5. FR.RE AY APPEF#�R A 9� THE Rflr1f , r N MIAliPl4# #7F A 4: : ,AiTRNT3RAFiA� RIGHT-OF-WAYI R} �' THE LIMITS r a, a- R t POST �/tiC€ G? . a N aF, x T ,,.. : : 1N Ti£. T TIN : Si'. ER3 3 .POST SPACING) � _..f.iJTT'E : MIA . ENTRANCE WIDTH 1 MOH GS URBAN A!�1Ai�S" . _ 8 4 # POl1oIRc OF TER. PEDESTRIAN R' T --X i _. S ACCESS ROU E E'x Y T5 w iTF EDE TEhD EE iaNA k MAR, r PL1 STRIKE€ MNI#Ip,UhR T6 DE � _ YDEFLECTION < , C :. I T F M... D .NAM d r Y T 3 OR PRQPOSED Af10 RGH 0 W 8a � r« MAX DYNAMIC IEC EON EXPANSION JO T i7 ABSOLUTE E#INtAAM , p��s� A �f d : R'1IlVL :NQ4ES:. dA." ,` tai: EDGE OF PAVEMENT—"r MAHi.IME AY :TR=H'£ A. Aim T A N P4A1il T3 STOIC 7E 4n�i61A C4IAITTIUCTKi OF A t` FLtii1X r ®, GES ROUTES PROVIDE :. «4 T E 6S HERiE TO PROVIDE PSIs1'#YE G11AIAfiENAE ACROSS PEDESTRIAN ACCESS ORI R0V DE A CONTINU � - . 1D' P++RAYi01,#G fXRfE pE +'7U r: .W.... , s �.. h P R}NC3 TRUG''ED STABLE, FIRM I+AEN SLIP RESISTANT r S , : tT, t:, _ A� S b NNE'. t , E[f6E'iSF tIRMJLt>ER OR AR ,.T 531 ,....: PATH CONNECTING .. LE ELEMENTS ST. A.. ... SLDI'i CIIAIiGE N� PAY931E^�1T SFRMLL @E d. ..�, CONSTRUCTED TO THE ;FkTY'Tr#,A.T CAN BE A?PROAL n ,�. G#yTtA1L. FLOW LK .....:. ,HED:E:NriRED AND " RIMA #: R E 9T i'E EX4�P1' IIR"1' H PLAN CZATR7lA L USED B PEDESTRIANS, .., E�1AYT4i _°, .� - ...,. .:_ •.,� .,._ ._: A�:FOR #iR#il.#E' PA 11�1�H GAZA 9F Gfi1ITiE4 N � fiAATNJS MUTE TIE E�iTwnaCE.1 IR R T i- _IR_ R , PEDESTRIAN ACCESS ROUTES ARE E BENC P ARF_ APPROXIMATE 51.t'.F'E Cx�#diiGE } ATI SHOWN ON 1s OXIM E PROVIDED. A-,MtNMiUM:#'7RAVERS' WIDTH I � 'GUARDRJM.. LOCATIONS 4WN - 0 - .- ,, .�" -- S. RAi?4AL tTF1 AVa Gd#TTtDT C AOAfUSTED..DURRNG. CONSTRUCTION F AAi REQUIRED WITH P.Mhx.2r CR GNR.Y AND BE O 05S SLOPE. ' CAN SHN.S. #QST � SECTION 8E4'Dti01 THE : SLC C �:. a ."r.+. : R!W LSE'.-.. ', C 0 B THE ENGINEER. ,� :AS.DR€ TE Y. EXWT Fd1: k s : t GR - 2A USED HY CON.II.ENCT..JH. VSs .. lIH STANDARD - � SING AL OR A Tk10b A+. % x OPTIONAL a #� U.' XJD_ C)P7NaNlV.:. GR -2A : , , , TAt S OF . AND K UT SEE RJa, R cuRB F _ FOR 4 D T#i OC O S S_ ",aHEE #YO ec R}. CG T THE R ACE O rPRs ' DE 1. y�p� 0 RAILED A0 ACK 9. D Ada. : -.2 O : USING TE F2NL' HAL E1CT , GRADE , N ..NES P YIIiRAN FRNT a 1 'ES YO BE ADJUSTED '70 MATCH : L SEM O MA riE1 POST �Ari� M O E4A.C3R OF MOW RAIL N F fi SPLICE JOINT. Ahi€1 A" IPM. > CIC#A#...FliPf#AY1�F r F+7 DETAILS C7.... RA9L. ELEMENT, RAIL P , THE MOUNTABLE C U R.-. E F M N E RJRB COTE4G ATO w1w. SIDEWALK SPACE. : PARA80L1C ...E AML #E P N A , M AECE AV#F MOI` !# T4 E#'##RT UNPAVED IDEWAt,IC 1 . - T '' HARDWARE SEE SHEET NRTS, 5k71.03 RNID 50 °02, R ASSOCGI ER AR � a WHEN N SS.ED RAIL GR ALOETIONN. RAI� PLA CEO ON BACK OF POST a2A THE POST SPACING WILL BE 6-3„ CONSTRUCT GRADWITH A P SPACEARA$ 7LiC RCRAIL ELEMENTS ARE FURNISHED SHOP CURVED FOR RAiM `OR OR t BETWEEN SFEET AI�G FET: S£GitQN,f ALLOWABLE ENTRANCE CHANGES AL GUTTER�. - d a a T'SHALL P T ::. , LOMB . AAA S SHALL BE 5,_ . _ 0 0 T 1 N' T. AN, E=RR.. FOOT NOT He SE.. WY H. A.....ARi.ATI9.. CAF` MCTF?E.. ;y€p Q X CHANGE STS:SHALL B€ n �. .e O. ,.. FROM ERrPCAd,:: 4A.BEAM BLOCKiri3T5 FiV4P0 T IT T T T DRGE AS E 4 4' SE AND ALIGNEfi roA HOU. AL ERA RAN ° 4 Q SECTION C -C SUBBASE .SECTION 506 OF THE SPEC*)GAr 4flN5, e„ AGGREGATE BASE11E.S,3 OOr4�. � E MAINTAINED AT eA ALL GET 2 A2 GR 2A 2 ALA B ,.: ,, : _ RED PE±2 NEEGHT OF 2a' MIN zE H M,�E As M�ksRE TYPE ISLE 2#B is }'i 2 G r AR CR -MES: _ B STANDARD D <SO r s O PR�trRT OF GRADE OHavR;E -__ 12%. MAX, SLO E , „ ALL W BEAM RAILS 1S SHADL BE LAPPED MR THE DIRECTION OF fOR CURB AND CUTTER ONLY L VEHICULAR :TRAVEL FOR THE FINISHED ROADWAY. T_ t MAXIMUM INCREASE MV E AMINIMUM Iii M# � LMn# Si.O#' i ERVALS THE RAtI. RHT USE . ,.. THE OPTIONAL GR -2A OF NESTING F : R At7 TT fi k,:._, ss. R F ADDITIONAL .RAIL ON THE ACK 0 E 05 O : :3 MAX.'..DECREASE.!#.S_ GR :l. aT iG. E.: I. G WMI ADD ON B � x. x 2 NAd.EM i €TPR F FR T. Ai APi N RV 0 E BUILT CONCURRENTLY a X MAXIMUMDECREASE FOR SUCCEEDNG.iIN1MUA 1Ra, INTERVALS +. ACCEPTABLE �.T��€1VE STANDARD -GR 2A SHALL BE APPROVED. BY THE ENGINEER t�C Ig�� BRIO TO INSTALLATION, SECT tt?N ASA �` r� !s7 �ufiT.iA *SUGGESTED MAXIMUM i AE RATE ». FOR ::SEM RtClO BARRIER YSTEM3, SECTION D QI R ' NVVDOT CATION SPECIFICAr,ON TM]N V �ciA CTPr0E THE ORIGINAL SEALED AND SIGNED D AwINs S ON N THE CENTRAL OFFICE. 3'E(EEf.SPECIFICATION STANDARD ENTRANCE GUTTER REFERENCE ROADAND �iTO€ STANDARDS STANDARD A�' IRDS RTA) AND sraaOA,Ds STANDARD B L � �' AM GUARDRAIL : n 5875 RLv15ON DATE 9 4F 1 X02, REVISION orTTs�rTOF7 SHEET 2REViS,JN DATE (STRONG POST SYSTEM) MD2 ,- * 203.00Tf1S LVID EA DEPARTMENT OF TRANSPORTATION ORTATsRN_ : F72V&RA DEPARTMENT ;� T RAR:PRRTAT9i 24i.Ot SO1.aa QBI+ SI �ilADEPARTMENT OF TRANSPORTATION WRRMDEPARTMENT OF TRANSPORTATION KH TH 0 SCOTT R. COLLINS'Z Lic. No. 035791,1�- ��SSIONAL E��1 z O z d a U W m Rn ZJ �0 < > z Uj w h Z w O U Q � Cn ~ Z w ¢ z O v LU � z h 0 OU O Run' U > p W > Q h Z C z W W CJ a O m U Uj LU Q CK W a > R1 w ww U) <z LU � � W 0 w FLARE RATES 'D DESIGN SPEED INSIDE 'SHY LINE _ BEYOND SHY LINE ':.Mi'"ai LSSIIi FLARE NE ES RATE FLARE RATE: 70 9' 30.1 15:1 * :. 60 B" 260 T4-1 * 50 #G 651 211 5` 161�j 11=1 w B # Ar *SUGGESTED MAXIMUM i AE RATE ». FOR ::SEM RtClO BARRIER YSTEM3, SECTION D QI R ' NVVDOT CATION SPECIFICAr,ON TM]N V �ciA CTPr0E THE ORIGINAL SEALED AND SIGNED D AwINs S ON N THE CENTRAL OFFICE. 3'E(EEf.SPECIFICATION STANDARD ENTRANCE GUTTER REFERENCE ROADAND �iTO€ STANDARDS STANDARD A�' IRDS RTA) AND sraaOA,Ds STANDARD B L � �' AM GUARDRAIL : n 5875 RLv15ON DATE 9 4F 1 X02, REVISION orTTs�rTOF7 SHEET 2REViS,JN DATE (STRONG POST SYSTEM) MD2 ,- * 203.00Tf1S LVID EA DEPARTMENT OF TRANSPORTATION ORTATsRN_ : F72V&RA DEPARTMENT ;� T RAR:PRRTAT9i 24i.Ot SO1.aa QBI+ SI �ilADEPARTMENT OF TRANSPORTATION WRRMDEPARTMENT OF TRANSPORTATION KH TH 0 SCOTT R. COLLINS'Z Lic. No. 035791,1�- ��SSIONAL E��1 z O z d a U W m Rn ZJ �0 < > z Uj w h Z w O U Q � Cn ~ Z w ¢ z O v LU � z h 0 OU O Run' U > p W > Q h Z C z W W CJ a O m U Uj LU Q CK W a > R1 w ww U) <z LU � � W 0 w Ul Z U) o a Q T C W 0 0 F_ a Ill 0 V 1 0 �z a� � w U, w z �z °w - J • o L. 0� LL o U-11 o 'IIIItIIIiiIiIII"` n C U 0 O 076 U U N 0 Uj CL o 3:U)° 0)< � o 0 z0 c LLJ E� 0 0° c� Q z 0 W �r W z 0 O F_ z •O - w U U z0 J n 0 O ° v a 0 T � Q) ° 0 0 U O � Q N - .N _ c U O NX '- (- U N = t rn C O N U-1 p ° J 0 h to � h h -o V m w h N rs w � O W U E CLQ 0 JOB NO. 15211 U 0 U) 6 SCALE C U O AS SHOWN '- C i U 0 SHEET NO. Q U c 0 cna t "C' 'D "D 'D LU + --I I ,-r ,-, h M LF) %0-4 M -i m I l m g r, Ul Z U) o a Q T C W 0 0 F_ a Ill 0 V 1 0 �z a� � w U, w z �z °w - J • o L. 0� LL o U-11 o 'IIIItIIIiiIiIII"` n C U 0 O 076 U U N 0 Uj CL o 3:U)° 0)< � o 0 z0 c LLJ E� 0 0° c� Q z 0 W �r W z 0 O F_ z •O - w U U z0 J n 0 O ° v a 0 T � Q) ° 0 0 U O � Q N - .N _ c U O NX '- (- U N = t rn C O N U-1 p ° J 0 h to � h h -o V m w h N rs w � O W U E CLQ 0 JOB NO. 15211 U 0 U) 6 SCALE C U O AS SHOWN '- C i U 0 SHEET NO. Q U c 0 cna t JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC - SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY, -y VARIES 5 WATER SEWER 3 �u o a LOCATION ❑F EITHER UTILITIES (GAS, ELECTRIC, TELEPHUNE, CABLE, ETC.) EASEMENT WIDTHS; WATER OR SEWER ONLY - 20' MINIMUM WATER & SEWER 30' MINIMUM SEE PART 3, PARAGRAPH D; SEPARATION OF WATER P. SEWER SYSTEMS. UTILITIES CRUSSING A WATER OR SEWER EASEMENT SHDULD BE AT 90° TO THE RIGHT OF WAY, UTILITY LOCATIONS & EASEMENT WIDTHS NTS FIG, W-1 ACSA GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY 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 (3.-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 ARE 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, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). G FOR ALL BENDS r FOR TEE OR WYE FITTINGS WIDEN TRENCH TO ACCOMMODATE ANCHOR IF ftEOUIRED. M BEDDINGAS REQUIREDD I p' SECTION 2-2 PIPE PLACE 5' GALVANIZED " WITNESS POST WITH BEND DIMENSIONS CAPPED ENDS PAINTED BLUE IN REMOTE AREAS Q AS DIRECTED. MARKER LOCATION MAY BE SUBJECT SIZE TO HIGHWAY DEPARTMENT APPROVAL. (FEET) CU. YD. (FEET) FINISHED GRADE O BEND 3000 PSI CONC. BASE II ADJUSTABLE VALVE BOX W/ LID z II � T L H T � cJ 90 2.50 2.50 04 0.24 0 m M.J. GATE VALVE WATER LINE 2' d ! 2.00 IIS � Lj 2500 P.S.I. 0.15 CONCRETE �' a 2'x 2' BEARING AREA. THRUST BLOCK �y I' TYPE "tz q. 1.50 a a 4 4 a .. a NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE.. FIG. W-7 TYPICAL GATE VALVE NTS 1.50 FIG. W-5 2.50 TD -9 ACSA GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY 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 (3.-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 ARE 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, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). G FOR ALL BENDS r FOR TEE OR WYE FITTINGS WIDEN TRENCH TO ACCOMMODATE ANCHOR IF ftEOUIRED. M BEDDINGAS REQUIREDD I p' SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE OF (FEET) CU. YD. (FEET) CU.YD. SOFT COPPER BEND 3000 PSI CONC. BASE 12" MIN FOR TEE OR WYE FITTINGS WIDEN TRENCH TO ACCOMMODATE ANCHOR IF ftEOUIRED. M BEDDINGAS REQUIREDD I p' SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE OF (FEET) CU. YD. (FEET) CU.YD. SOFT COPPER BEND 3000 PSI CONC. BASE 12" MIN L__ H T L H T CHANNEL 1/4" : 1' MIN 90 2.50 2.50 3.01 0.24 0 m ` NO SWEATED FITTINGS PIPE SLOT 2' 45 2.00 2.25 2.60 0.15 2.00 2.25 2.50 0.15 I' TYPE "tz 22 1/2 1.50 2.00 2.52 0.10 � CL FIG. W-7 CONCRETE 11 1/4 1.50 2.00 2.50 0.10 DEPTH of FLOW METER 15 NOT PROVIDED. SINGLE SERVICE aI a 90 3.66 3.16 3.21 0.48 WITH STAINLESS STEEL U) � CAST IRON LID _TTT TTT_T�T Win- _TIT - I I1=I 1 X11 1 -I� V I I I 8 45 2.66 2.66 2.77 0.26 BE CORED AND A FLEXIBLE BO% II. OUTLET) i o25 -� 22 1/2 1.66 2.16 2.69 0.13 3.16 2.91 2.66 0.32 TYPICAL_ 11 1/4 1.66 2.16 2.67 0.13 CORPORATION STOP 12" BRICK NECESSARY TYPICAL SERVICE LATERAL 90 4.83 3.83 3.42 0.83 V) FIG. W -6A NOTE 10" & 12" 45 3.33 3.58 2.95 0.43 3.83 4.00 2.83 0.52 TO BE SEALED & GROUTED 22 1/2 2.33 2.58 2.86 0.24 IMV U U C- 11 1/4 1.83 2.33 2.84 0.18 O iLn 1. THRUST BLOCKS ARE REQUIRED WHENEVER 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 PART OF THE JOINT. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS NTS FIG. W-3 TD -3 FRAME & COVER (SEE FIG. S1D,E) SLOPED AREA STREET SURFACE OR NON -PAVED AREA 1 -0" MAX 2'-0" RUBBER COATED STEEL„ 14 1/2" [COVER LIFT NOTCH cD STEPS CAST IN PLACE 1' COMPRESSION x 3/4" MALE PIPE COUPLING LU 3 -0 MIN OR APPROVED EQUAL 1' TYPE "K" -.- i- CAST IRON LID SOFT COPPER CONCRETE SECTIONS 3000 PSI CONC. BASE 12" MIN Uj FORUSE ON ATTACHED SINGLE FAMILY "0" RING SEALS � RESIDENTIAL SERVICES OR DUAL RESIDENTIAL k CHANNEL 1/4" : 1' MIN AND IRRIGATION SERVICES. 1"x1 "xi" TEE 18" NOTE: 0 m ` NO SWEATED FITTINGS PIPE SLOT 2' DUAL SERVICE 5„ R co co FROM INLET TO OUTLET 1" COMPRESSION x 3/4" MALE PIPE COUPLING (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH OR APPROVED EQUAL I' TYPE "tz SHALL BE 0.20 FEET. SOFT COP V NTS � CL FIG. W-7 CONCRETE FOR USE ON DETACHED SINGLE FAMILY C RESIDENTIAL SERVICE WHERE AN IRRIGATION DEPTH of FLOW METER 15 NOT PROVIDED. SINGLE SERVICE aI a NOTE FLEXIBLE CONNECTION CHANNEL TO BE 1�FILLETS 1) SADDLES SHALL BE USED ON PVC PIPE. WITH STAINLESS STEEL U) � CAST IRON LID _TTT TTT_T�T Win- _TIT - I I1=I 1 X11 1 -I� V I I I BAND FINISHED GRADE LOCKWNG BALL I `S METER (INLET SII BE CORED AND A FLEXIBLE BO% II. OUTLET) i o25 -� 36" MIN. aINSTALLED CDPPERSETTER JI SEWER. II 1/6 BEND COUPLING ms`s- 1�1 Zz ®O TYPICAL_ MANHOLE PLAN SHOWING BRANCH - METER CORPORATION STOP 12" BRICK NECESSARY TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) TRANSITION OF FLOW BETWEEN 7 NTS V) FIG. W -6A NOTE W/ NO. 68 STONE TD -10 IS MINIMUM AND SHALL BE FRAME & COVER (SEE FIG. S1D,E) SLOPED AREA STREET SURFACE OR NON -PAVED AREA 1 -0" MAX 2'-0" RUBBER COATED STEEL„ 14 1/2" [COVER LIFT NOTCH cD STEPS CAST IN PLACE w LU 3 -0 MIN PRECAST REINFORCED _J Z i- CAST IRON LID CONCRETE SECTIONS 3000 PSI CONC. BASE 12" MIN Uj AS SHOWN "0" RING SEALS � 16" MAX k CHANNEL 1/4" : 1' MIN MINIMUM ELEVATION •` v T 18" 0 V) 0 m ` DIFFERENCE ACROSS M.H. 5" PIPE SLOT 4'-0" LU 5„ co co FROM INLET TO OUTLET (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS. BRANCH SHALL BE 0.20 FEET. V NTS � CL FIG. W-7 CONCRETE TD -13 C VARIES DEPTH of FLOW 0 �I aI a FLEXIBLE CONNECTION CHANNEL TO BE 1�FILLETS NOTE: WITH STAINLESS STEEL U) ALL CONNECTIONS TO BAND 3/4 DIAMETER OF EXISTING MANHOLES SHALL `S C6 Ln BE CORED AND A FLEXIBLE CONTRIBUTING o25 CONNECTION BOOT " C C aINSTALLED Z SEWER. V) w Zz ®O TYPICAL_ MANHOLE PLAN SHOWING BRANCH TIE - IN 12" A FILLETED INVERT FOR A SMOOTH J FIG. S -I -B TRANSITION OF FLOW BETWEEN 7 INLET & OUTLET PIPE SHALL BE V) PROVIDED, MIN. 6" BEDDING NOTE W/ NO. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. III 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. V) c TYPICAL MANHOLE SECTION SHOWING BRANCH TIE-IN N.T.S FIG. S -1-A TD -25 6" NOTE: RESTRAINED JOINT FITTINGS. - - - - - - Side View 42" Minimum 0 Certification of 95% q compaction required d IaI Ila a .6 . Galvanized Steel Beam, l W12 x 14 (min. size) 4 3' min. penetration into undisturbed soil , Or as approved by the ACSA. 4' MINIMUM vUM 45" -1I I -J I I ItT�T-TT "` TYPICAL THRUST BLOCK IN FILL AREA NTS FIG. W -3B TD -5 E f E rn rn n N E aE rn 0 0 w = v E Li m aE �Q W w w Um 0 i O U Y J Eo v �N a E E � 0) W ° �v W CO v� r > 0 0 0 a4 �X177 CAimEL, N n W V) Jaz ao _j v d 0 _ Lc/ o d E z a o E E `� E E� u E Lo M1 �_ E Tr7J NE �E z0 E 1 om % {} O 4 Q Q o a-nr 0^ F E E ,E E aE 10E of w rn �'D o � fU � ) N cfl d. g ry to M u W N N K( O O �Ij TYPICAL MANHOLE FRAME & COVER N.T.S FIG S -1-D TD -29 FINISHED GRADE 1T1� I-� - TMT rT Tl T1TI� 17T1 T -TTI- 7 Ft - Tl ' TRENCH ° a REDUCER 4;e -2500 P.S.I. CONCRETE THRUST BLOCK - - - - - - - - - - - - - - - - - 8 - - UNDISTURBED SOIL 18' AN. PROFILE VIEW UNDISTURBED SOIL - EDGE4. 4' MIN. ---- OF TRENCH - - - - - -- ----- ------ °4 REDUCER 8" MIN_ e' d ° 111. 1 2500 P.S.I. CONCRETE THRUST BLOCK--► a 8" MIN. -=-------#------- - UNDISTURBED SOIL - EDGE ° f OF TRENCH ° 24" MIN. NOTES: PLAN VIEW • NOT TO SCALE NO CONCRETE SHALL BE POURED ON ANY PART OF THE MECHANICAL JOINT. USE PLASTIC SHEETING AS PROTECTION FOR BOLTS. 3' MINIMUM HORIZONTAL PENETRATION INTO UNDISTURBED SOIL ON BOTH SIDES OF TRENCH, OR AS APPROVED BY THE ACSA. 3' MINIMUM VERTICAL PENETRATION INTO UNDISTURBED SOIL, OR AS APPROVED BY THE ACSA. • CERTIFICATION OF 95% COMPACTION REQUIRED IN TRENCH_ • THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO VERIFY THE TYPE AND SIZE OF ALL THRUST BLOCKS - TYPICAL REDUCER THRUST BLOCK NTS FIG. W -3D 14 1/2" [COVER LIFT NOTCH cD 12 1/2" w LU WATER _J Z i- CAST IRON LID 18" METER BOX 3000 PSI CONC. BASE tn Uj AS SHOWN BENCH SLOPED TO FLOW � Lr) \ k CHANNEL 1/4" : 1' MIN 0) <i 18" 0 V) 0 m ` 6" EXTENSION PIPE SLOT a LU (2 PLACES) co co NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS. BRANCH 12" V NTS � CL FIG. W-7 O TD -13 C Q 2„ 0 �I aI a FLEXIBLE CONNECTION L NOTE: WITH STAINLESS STEEL U) ALL CONNECTIONS TO BAND EXISTING MANHOLES SHALL `S C6 Ln BE CORED AND A FLEXIBLE o o25 CONNECTION BOOT " C C aINSTALLED Z V) w Zz ®O TYPICAL_ MANHOLE PLAN SHOWING BRANCH TIE - IN O NTS 5 J FIG. S -I -B 7 TD -27 V) E f E rn rn n N E aE rn 0 0 w = v E Li m aE �Q W w w Um 0 i O U Y J Eo v �N a E E � 0) W ° �v W CO v� r > 0 0 0 a4 �X177 CAimEL, N n W V) Jaz ao _j v d 0 _ Lc/ o d E z a o E E `� E E� u E Lo M1 �_ E Tr7J NE �E z0 E 1 om % {} O 4 Q Q o a-nr 0^ F E E ,E E aE 10E of w rn �'D o � fU � ) N cfl d. g ry to M u W N N K( O O �Ij TYPICAL MANHOLE FRAME & COVER N.T.S FIG S -1-D TD -29 FINISHED GRADE 1T1� I-� - TMT rT Tl T1TI� 17T1 T -TTI- 7 Ft - Tl ' TRENCH ° a REDUCER 4;e -2500 P.S.I. CONCRETE THRUST BLOCK - - - - - - - - - - - - - - - - - 8 - - UNDISTURBED SOIL 18' AN. PROFILE VIEW UNDISTURBED SOIL - EDGE4. 4' MIN. ---- OF TRENCH - - - - - -- ----- ------ °4 REDUCER 8" MIN_ e' d ° 111. 1 2500 P.S.I. CONCRETE THRUST BLOCK--► a 8" MIN. -=-------#------- - UNDISTURBED SOIL - EDGE ° f OF TRENCH ° 24" MIN. NOTES: PLAN VIEW • NOT TO SCALE NO CONCRETE SHALL BE POURED ON ANY PART OF THE MECHANICAL JOINT. USE PLASTIC SHEETING AS PROTECTION FOR BOLTS. 3' MINIMUM HORIZONTAL PENETRATION INTO UNDISTURBED SOIL ON BOTH SIDES OF TRENCH, OR AS APPROVED BY THE ACSA. 3' MINIMUM VERTICAL PENETRATION INTO UNDISTURBED SOIL, OR AS APPROVED BY THE ACSA. • CERTIFICATION OF 95% COMPACTION REQUIRED IN TRENCH_ • THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO VERIFY THE TYPE AND SIZE OF ALL THRUST BLOCKS - TYPICAL REDUCER THRUST BLOCK NTS FIG. W -3D SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO 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 MINIMUM COVER DIAMETER OF 4". 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. / MAIN LINE 2' IMIN TF1 SALT TREATED FINISHED GROUND 2 x 4 MARKER SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 TD -31 NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS THE LOCAL STANDARD. 1 LENGTH OF BRANCH VARIES 6' MIN (270') 2' TO 10' 18"-22° 7 CU. FT. VALVE BOX #58 STONE r 42"MIN �;;, 6" GATE P.� VALVE }� TE X 6„ TEE 2500 PS.I. CONCRETE BASE AND THRUST 7,,iea.T>'�s BLOCK AGAINST UNDISTURBED STABLE SOIL. STEEL PILE WHEN THE SOIL IS DISTURBED OR HEN RESTRAINED JOINT FITTINGS A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN_ COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES } 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL AIR RELEASE VALVE BRASS OR BRONZE PIPE - DRAIN TO GRADE IF POSSIBLE -, BRICK SUPPORTS OR SOLID CEMENT BLOCKS N.T.S. FIG. W-4 TD -8 -TYPE "K" SOFT COPPER ORPORATION STOP NISHED GRADE BRONZE GATE VALVE USHED STONE NOTES: 1) A PRECAST MANHOLE CONE AND COVER WITH WATER CAST ON LID FOR TRAFFIC AREAS, OR A METER BOX ASSEMBLY IN NON -TRAFFIC AREAS, OR APPROVED EQUAL, SHALL BE USED. 2) FOR WATERLINES SMALLER THAN 12" USE A 1" A.R.V. AND FITTINGS. FOR WATER LINES 12" AND LARGER USE 2" A_R.V. AND FITTINGS. 3) IN SITUATIONS WHERE THE A.R-V. ASSEMBLY CANNOT HE OFFSET FROM THE MAIN AN ADEQUATE FOUNDATION SHALL BE INSTALLED SO THE WATER LINE DOES NOT SUPPORT THE MANHOLE CONE. AIR RELEASE VALVE (ARV) NTS FIG. W-9 TD -20 36"MIN 24"MI 8"MIN EMBEDMENT SPRING LINE OF PIPE NO. 68 STONE - - REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 5" IN ANY DIMENSION -INTIAL BACKFILL* (6" LIFTS) * THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER -HAUNCHING BEDDING 6" max 4" min -FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE ALL PIPE) NOTE 1.OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO, 21A STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF N0, 68 STONE SHALL BE PROVIDED 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 TD -32 �TH 0� SCOTT R. COLLINS'Z G..1 Lic. No. 035791 2� �7jONAL tay�' 1w' 14 1/2" [COVER LIFT NOTCH cD 12 1/2" 2 3/8" 1 LU WATER i- CAST IRON LID 18" METER BOX a tn Uj AS SHOWN J, llc � � Lr) \ k Uj 0) r�' 18" 0 V) 0 m ` 6" EXTENSION PIPE SLOT a LU (2 PLACES) co co NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS. TYPICAL METER BOXES (5/8"-1 " METERS) V NTS � CL FIG. W-7 O TD -13 C SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO 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 MINIMUM COVER DIAMETER OF 4". 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. / MAIN LINE 2' IMIN TF1 SALT TREATED FINISHED GROUND 2 x 4 MARKER SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 TD -31 NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS THE LOCAL STANDARD. 1 LENGTH OF BRANCH VARIES 6' MIN (270') 2' TO 10' 18"-22° 7 CU. FT. VALVE BOX #58 STONE r 42"MIN �;;, 6" GATE P.� VALVE }� TE X 6„ TEE 2500 PS.I. CONCRETE BASE AND THRUST 7,,iea.T>'�s BLOCK AGAINST UNDISTURBED STABLE SOIL. STEEL PILE WHEN THE SOIL IS DISTURBED OR HEN RESTRAINED JOINT FITTINGS A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN_ COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES } 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL AIR RELEASE VALVE BRASS OR BRONZE PIPE - DRAIN TO GRADE IF POSSIBLE -, BRICK SUPPORTS OR SOLID CEMENT BLOCKS N.T.S. FIG. W-4 TD -8 -TYPE "K" SOFT COPPER ORPORATION STOP NISHED GRADE BRONZE GATE VALVE USHED STONE NOTES: 1) A PRECAST MANHOLE CONE AND COVER WITH WATER CAST ON LID FOR TRAFFIC AREAS, OR A METER BOX ASSEMBLY IN NON -TRAFFIC AREAS, OR APPROVED EQUAL, SHALL BE USED. 2) FOR WATERLINES SMALLER THAN 12" USE A 1" A.R.V. AND FITTINGS. FOR WATER LINES 12" AND LARGER USE 2" A_R.V. AND FITTINGS. 3) IN SITUATIONS WHERE THE A.R-V. ASSEMBLY CANNOT HE OFFSET FROM THE MAIN AN ADEQUATE FOUNDATION SHALL BE INSTALLED SO THE WATER LINE DOES NOT SUPPORT THE MANHOLE CONE. AIR RELEASE VALVE (ARV) NTS FIG. W-9 TD -20 36"MIN 24"MI 8"MIN EMBEDMENT SPRING LINE OF PIPE NO. 68 STONE - - REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 5" IN ANY DIMENSION -INTIAL BACKFILL* (6" LIFTS) * THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER -HAUNCHING BEDDING 6" max 4" min -FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE ALL PIPE) NOTE 1.OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO, 21A STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF N0, 68 STONE SHALL BE PROVIDED 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 TD -32 �TH 0� SCOTT R. COLLINS'Z G..1 Lic. No. 035791 2� �7jONAL tay�' 1w' LD t0 cD U) CO LU i- > SCALE a tn Uj AS SHOWN QM � Lr) \ H- Uj 0) SHEET NO. MLn 0 V) 0 m 110 MENEM o a LU 2: co co O v J o o Q V � CL O C C tQ 0 L CN U) � 1___1 Q) o `S C6 Ln o o25 C C CLdz Z V) w Zz ®O CD O Room 5 J (n �z 7 V) J o 0- - > fl O 0 Q o U W C UjL V) c Z < M 0 IMV U U C- z J O Z 0O O iLn Q l_ -LU O C 0 x x N Uj0 �..i.. ■ a ■ 1i Z Q Lu V) c L i1 O -t, E 0 0 Ul -❑ E �3 LTJ. < >H < Q �LU co L L LU w J¢ Uj �yM Z 3.L Uj z 0 a- 0 L U W :3 >_ UJ Lij c Cn z g�J r LL.I �- a- J 0 O o O U o LLI V) C) �+ k.L r E_ i III 0 - o C: 0- a 16 LU O Q N 13 0 0 C) d LD t0 cD tD CO LU co c1 > SCALE a {li AS SHOWN QM � Lr) \ kO LO.-+ _q 0) SHEET NO. MLn 0 V) 0 m 110 JOB NO. 0 c 152115 6 co c1 > SCALE a {li AS SHOWN -1 .� U a Q) SHEET NO. p� 0 V) 0 m MENEM o a co co v J o o Q � CL 0 C 0 CN Q) 1___1 Q) o o CLdz �w Zz CD z U W Room W J (n �z 7 J o 0- tD0 0 0 Q o W o 0 V) c Z < M 0 IMV U U C- U Ill 0O L 3 iLn Q L 0 0 0 x x N Uj0 �..i.. ■ a ■ 1i 0 L i1 O -t, E 0 0 Ul E �3 Z c LU W 6 W Uj �yM Z 3.L z 0 Uj U W :3 >_ Cn z g�J r z J 0 O o O U o LLI o �+ k.L r E_ i 0 - o C: 0- a 16 O Q N 13 0 0 C) U U x :, O U � R a Lu H Cn ° U Uj t E U aL Ln -00 JOB NO. 0 c 152115 6 co c1 > SCALE a AS SHOWN -1 .� U a Q) SHEET NO. p� 0 V) 0 m 1-1 o a VV i LJ: ALL FILL TO BE PLACED AT 95% COMPACTION. MINIMUM 3.S' OF COVER MUST BE MAINTAINED OVER W/L MINIMUM OF i' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND i.5' OF SEPARATION BETWEEN W/L & CANIITADV CMA/CD RAI ICT RG DDnx/ir)rn NOTE: ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST PREDOMINATELY OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 2007 ROAD AND BRIDGE SPECIFICATION 303.04 VERTICAL GRAPHIC SCALE 2.5 5 10 ( IN FEET ) 1 inch = 5 It. HORIZONTAL GRAPHIC SCALE 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. HIGH PT STA: 3.o+i0.00 ko HIGH PT ELEV: 531.76 q�o PVI STA:10+35.00 LOW PT STA: 12+01.25 PVI ELEV:531.26 LOW PT ELEV: 525.08 K:17.04 PVI STA:ii+So.00 LVC:50.00 PVI ELEV:S25.59 < K:26.o5 o `I°", o o LVC:io2.50 o 4 0 0 + � `+° O � ri N o HIGH PT STA: 3.2+02.50 ,-•+ 9+25 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 ALLEY 14+50 15+00 15+50 16+oo il6+So 17+00 17+50 18+oo 18+25 20 MPH DESIGN SPEED 25 MPH DESIGN SPEED TTPIC-4L STRL'L'T SECTION - 5q' P.RivATL' Row o (YUiV YALLE'T VRIV—) 25 JfPff DESICN SPPZV NOT TO SCALE' POINT (OF FINISHED GRADE TYPICAL ALLEr SD677 710JV — , 94' ' PRLVATL" ROAD 20 jVFH DE'SICN SFffS I NOT TO SCALE' CG -6 CURB & GUTTER Rlw RIW TTPIC4L STRL'T7 S.EC7 — SUNSL'T A YENUL' �XTL'NI�L'l.�' 30 JfPH POSTWO SPFPO LINT NOT TO SCALE zH o�� SCOTT R. COLLINS`Z H .7Lic. 'No.j p035791 1'p v I IONAL U) r z r o z U Lu 57' ;- 0 0 U 0 J 0 -j W Lu d co J n Lu ¢ C)� > w ILI ° � a ul aH LLJ ko %D q�o 10 ko LLJ r z < C3�1 Lf Lu -1 Oai ,-•+ M ifs �O tp O U ¢ V} U c-6 z 0 0 0 > U z 0 U W _1 > sY Lu CID J LuW Lu V) uj CL U) r z r o z U Lu 57' ;- 0 0 U 0 J 0 -j W Lu d co J n Lu ¢ C)� > w ILI ° � a ul aH LLJ s.s �uJ Z W ul Z Z < Ln U) U) ..J L1J ° Q T c ° L O N U Cy - CL 7 L z o �z o Ld sw W < Cyz �z w°w z 0 °z Q0, .- o O Q) o 0 u) v C o 0 U v � U O 0 10) � Q) N v -0 —x x v o v LLJ Z V ° � 0 0 0 o0 z L L w ° w m z 1 z o V) w� U z V J f� 0 O 0 Z U O O� C L ° N O Q N .p > U o x 1�- N U N � N O 0 Lu ° U J r � o U Q) o In E p Lu : E _ U n V} 0 ]OB NO. 152115 0 u) 0 v > SCALE ° AS SHOWN .� u SHEET NO. a 0 0 �V) 10 Fes- 3 4-1- ko %D q�o 10 ko LLJ < C3�1 Lf k.0 -1 Oai ,-•+ M ifs �O tp s.s �uJ Z W ul Z Z < Ln U) U) ..J L1J ° Q T c ° L O N U Cy - CL 7 L z o �z o Ld sw W < Cyz �z w°w z 0 °z Q0, .- o O Q) o 0 u) v C o 0 U v � U O 0 10) � Q) N v -0 —x x v o v LLJ Z V ° � 0 0 0 o0 z L L w ° w m z 1 z o V) w� U z V J f� 0 O 0 Z U O O� C L ° N O Q N .p > U o x 1�- N U N � N O 0 Lu ° U J r � o U Q) o In E p Lu : E _ U n V} 0 ]OB NO. 152115 0 u) 0 v > SCALE ° AS SHOWN .� u SHEET NO. a 0 0 �V) 10 Fes- 3 4-1- INV. OL INV INV I INV 1;o1; 530 530 STR:2o DI -313; L=8' N� 0 O TP=525.09 ON j INV OUT: 520.59 TO 18 mi M 525525 ------ -- - -------- ---- s'�a r t-- - - s N /--'_ COQ D to �o,i r�i �ZO� o ry U) z I�rn �m Ln rn � \ 520 Lon 1- 520 ------ - +-- - --- - � O Ln . , � -. ...:- --- _ --- r - ------ -----------_--_-- _- - u -._ -- ---- ------ s., Z 0 cn�-zZ I � � (, 09% , 515 i ----z 9 - - -- --'--- ---- ( I I i j 4 r 17 Q oo 51d----- ---- /-------- - f_ - ------ - ---------- - -------------------- ----- 51d Cy (0 C { 505 505 --------------- --- E 11111 E � 500 _...... -__ .... 500 ._______ ------- .____ --- - ______ __-_- -- .- ---- STR:2 MH', i TP=493.75 IN: 488.95 TO 4• 1 � i N: 488.95 TO 16 OUT: 488.85 TO 1 495 - -- -- 5-------- --------------------- 1 1 � � i 490 ----------- -- --- - --- __--------------- I ---- --- --------------- _---------- --- ------------------------ -- i 490 l E 1 I j j r 1 485 j 1485 p 00 �co r, CI) �� kDM N ry M ri O LL I rrl N N N N Ln Ln Ln 9+75 10+00 11+00 1z+oo 13+00 13+75 STRZo-STRz 110'A I 50fl N M © 500 CO00 __------ -------- O co LLn Ln 1,0 STR:3o DI -3B; L=4' I__ N N �- ! I N STR:32 DI -3B; 4' a L~i� j N t_ i or° m 0 TP=494.22 TP=493.98 9.0 j m �- INV IN: 485.47 TO 32 r, p j J O o o 11: 4 75 TO 34 ' INV OUT: 8 TO 28 > > > j coo p �;� 4 5 37 INV OUT. 4 5. TO 30 o 495 495 ��zzz� _-i ��_�_ �_ -. CO CO ; 0i II > 1 jd >> > j v) F - I490 -S 490 ! 2.87' 1.40' I 'TM I -� -STM i 33 I t I 31 j 485 ' j RCP 485 1 --- -- --- _ --- __--- _ - --- - ..--- - -- _...-_ _.-�_--_ _ __.---- -- __ _ -. _ 15 C L f I I o 27 _ 15' CL III RCP ? 117 55 LF 5 1T=4$2.00 ZS I ! LF o.69% 240-50 C �5" CL III RCPE 15" CL III RCP 18" CL III RCP o. % i 34.42 LF `� 0.52% 6. 6 LF @ 75 4 3 480 11 LF @a 0.51% 1 ! i 1 j 48o 79 _ _-- _ _.. __-- --- - I I i i I j i I i I I I i 475 475 NO 1� O m Ln Ln LOo pO p O 01 CO co00r ry 4 00 00 ri C Q1 O M M r c•1 9+75 10+00 11+00 12+00 13+00 14+00 STR34-OUT 15+00 16+oo 16+5c 520 515 510 N I _._ ........._ ..- ------ LO - j Co 0 II M c)00 ri O N �i Z) O L 5 5 Z O � kD 0 00 00 F- f- 500 °�' °�' 00 Ln ril ►- D N z z 0 �ja- Z Z Z 495 I i 490 15' k 19fla�o 124.52 INV. OUT=488.80 24" CL III RCP 485 8.57 LF @a o.58% 00 p 0 o �! o 00 01m N Ln Ln 9+75 10+00 11+00 11 > > Z Z Ln 1.1;8 8" NIL T --------- _TM___ zz 5 I , 15 CL 111 RCP o 0 STMTM ' - „ g8.68 LF SAI 510 CO 11 J 0 510 U) 0 O m STR:10 DI -36; L=4' ! 0 STR:B DI -3B; L=8' TP=508.8o j J 2. 1 INV IN:5 75 `° C° o ML co f Ln _.-.. -_ INV OUT: 502.65 TO 8 p 00 °, STR:8 DI -313; L=8' ! u, z O INV IN: 494-3.8 TO 10' TP=502.83 i-- tL z z INV -__------._... IN: 497 So TO 24 _ I INV IN: 494.18 TO 10 500 -- - _INV OUT: 494•o8 TO 6 __. �I j ! 00 0{ _- -- 4-3 --- - --- -- o �- c,Ln II JLn 1 3. �8' 00 8„ al m o N 't _......_..__.-.._-._._...- ....._..-..._.._ OQ �--.... 11 i/ j LO Lon O 485 8" SA -STM 1.1;8 8" NIL T --------- _TM___ zz 5 I , 15 CL 111 RCP o 0 STMTM ' - „ g8.68 LF SAI 510 CO 11 J 00 O nl 510 U) TP=493.22 m r. m j STR:B DI -3B; L=8' Hr °N° TP=502.83 N Ln 0 495 INV IN: 497.5o TO 241 > 505 INV IN: 494-3.8 TO 10' o K, ? -__------._... INV OUT: 494.08 TO 6 Ir� M oc I i 500 Ln F - 1-1 500 2 495 -- -- _ _ _ _495 ------ -_ 15" CL Illi RCP 31.92 LF @a 0.78% 490 1 C 490 M 00 0 N Ol O Ln 9+75 10+00 10+75 STR24-STR8 15" CL III RCP 58.79 LF @a 3.10% 9 C2`� 0 00W 1 15"CLIII RCP 42.45 LF @a 2.90% i - 5 o o ° o Ln Lon Ln Ln 12+00 13+00 14+00 STR14-OUT 500 500 VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. 20 200 9+75 10+00 11+00 11+25 STR36-STR 26 NOTE: 3' MINIMUM COVER REQUIRED OVER DRAINAGE PIPES. H rn o 0 N ci ri Ln N 15+00 NOTE: CONTRACTOR SHALL PLACE FILL UNDER INLET(S) AT 95% COMPACTION & EMBANKMENT MATERIAL SHALL CONSIST PREDOMINANTLY OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THIAN 8" IN THICKNESS BEFORE COMPACTION IN ACCORDANCE WITH VDOT 2007 ROAD & BRIDGE SPECIFICATION 303.04. AFTER 3' `VERTICAL PLACEMENT OF FILL, CONTRACTOR SHALL EXCAVATE: RECENTLY LAID FILL AND INSTALL COMPACTED VDOT STD. 21A STONE IN AN 8'x8'0.C. COMPACTED 21A AREA CENTERED ON THE INLET(S), CONTRACTOR SHALL REPEAT THIS OPERATION UNTIL,AN 8'x8' O.C. COMPACTED 21A STONE BASE IS INSTALLED BETWEEN THE EXISTING GROUND AND THE PROPOSED INLET(S) BASE IN EFFORTS TO REDUCE THE RISK OF SETTLING. CONTRACTOR SHALL PROVIDE VDOT WITH FILL ! COMPACTION RESULTS PRIOR TO ROAD ACCEPTANCE. NOTE: HDPE IS AN ACCEPTABLE SUBSTITUTION FOR RCP STORM PIPES N c -I CV 0 M rl 0 N Ln o rl rn Ln Ln 16+oo 520 515 510 O 5 5 495 490 485 17+00 495 495 J STR:28 DI -3C; L=6'i TP=489.49 1 INV IN: 484.58 TO 38; STR:38 DI -3C; L=16' INV IN:483.70 TO 301 TP=489 49 INV OUT: 483.60 TO 261 CINV OUT: 484.74 TO 28 485 37 I 1 485 I STM r ' 15" CL III RCP 8„ W/L 31.3 LF 0.50% 48o ! 48o 0 0 Ln co ai w co 9+75 10+00 10+75 STR38-STR28 NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 12' OR GREATER SHALL HAVE SAFETY SLABS IN ACCORDANCE WITH STANDARD SL -1 AS FOUND IN THE 2008 ROAD AND BRIDGE STANDARDS. NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 4' OR GREATER SHALL HAVE STEPS IN ACCORDANCE WITH STANDARD ST -1 AS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. NOTES: 1. ALL FILL TO BE PLACED AT 95% COMPACTION. 2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. 0H o�� C, SCOTT R. COL LINS'Z Lic. No. 035791,1 �SSIONAL E�� I STR:26 Di -3B; L=8' kb 'o U) TP=493.22 j INV IN: 482.50 TO 28 Hr cyi INV IN: 482.50 TO 36Lin c0 495 INV OUT: 482.40 TO 495 In ----------- ------------- _i_ _ o K, 0)Q mammm Ir� M oc I i i Ln F - 1-1 49 0 i I I 490 - ---- _- -- 4-3 --- - --- -- O a_ 1 3. �8' j 8„ -S TM 1.07' j 0 485 8" SA -STM a 485 N 351 o U1 RCP I 15 CL 2.290/0 81.3'3 i 480 1 1 4 8o O) N m Ni o rn r;, 00 I C 9+75 10+00 11+00 11+25 STR36-STR 26 NOTE: 3' MINIMUM COVER REQUIRED OVER DRAINAGE PIPES. H rn o 0 N ci ri Ln N 15+00 NOTE: CONTRACTOR SHALL PLACE FILL UNDER INLET(S) AT 95% COMPACTION & EMBANKMENT MATERIAL SHALL CONSIST PREDOMINANTLY OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THIAN 8" IN THICKNESS BEFORE COMPACTION IN ACCORDANCE WITH VDOT 2007 ROAD & BRIDGE SPECIFICATION 303.04. AFTER 3' `VERTICAL PLACEMENT OF FILL, CONTRACTOR SHALL EXCAVATE: RECENTLY LAID FILL AND INSTALL COMPACTED VDOT STD. 21A STONE IN AN 8'x8'0.C. COMPACTED 21A AREA CENTERED ON THE INLET(S), CONTRACTOR SHALL REPEAT THIS OPERATION UNTIL,AN 8'x8' O.C. COMPACTED 21A STONE BASE IS INSTALLED BETWEEN THE EXISTING GROUND AND THE PROPOSED INLET(S) BASE IN EFFORTS TO REDUCE THE RISK OF SETTLING. CONTRACTOR SHALL PROVIDE VDOT WITH FILL ! COMPACTION RESULTS PRIOR TO ROAD ACCEPTANCE. NOTE: HDPE IS AN ACCEPTABLE SUBSTITUTION FOR RCP STORM PIPES N c -I CV 0 M rl 0 N Ln o rl rn Ln Ln 16+oo 520 515 510 O 5 5 495 490 485 17+00 495 495 J STR:28 DI -3C; L=6'i TP=489.49 1 INV IN: 484.58 TO 38; STR:38 DI -3C; L=16' INV IN:483.70 TO 301 TP=489 49 INV OUT: 483.60 TO 261 CINV OUT: 484.74 TO 28 485 37 I 1 485 I STM r ' 15" CL III RCP 8„ W/L 31.3 LF 0.50% 48o ! 48o 0 0 Ln co ai w co 9+75 10+00 10+75 STR38-STR28 NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 12' OR GREATER SHALL HAVE SAFETY SLABS IN ACCORDANCE WITH STANDARD SL -1 AS FOUND IN THE 2008 ROAD AND BRIDGE STANDARDS. NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 4' OR GREATER SHALL HAVE STEPS IN ACCORDANCE WITH STANDARD ST -1 AS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. NOTES: 1. ALL FILL TO BE PLACED AT 95% COMPACTION. 2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. 0H o�� C, SCOTT R. COL LINS'Z Lic. No. 035791,1 �SSIONAL E�� L9 l0 'D 'o U) LO F - cyi c0 z m In o Lu 0)Q mammm N ,-i N N 1-1 M w %.0 � a O a_ 0 Q 0 ¢ c E a N uj o U o C � �z Z W O ¢ 0z 0 / V)00 # LL! o cn a z Q' ~' LL J L O L9ri 0 '_j � ' L LL! 0 m � O -'_' Q) } Lj �C) 0 U G J ® Z � OQ I a0- rn �U) ul)11:J 0 a- t Lv 0 ° I ° T >uj z a E 0 o ° C 0 LU c CD m zC uiw LLQ Co2C J co LU t uj < m L cn z U) U } .+] J J 0 o ° ° W ¢ u o a ry 2Lu C c o J uj °- Cn O � Q� CD V) 0 'D y11 U O X• N U i +' C 0 ou L9 l0 'D 'o LO LO cyi m In o 1-1 0)Q mammm N ,-i N N 1-1 M Ln %.0 � L9 cyi mammm c� < a O a_ Q 04 ® a N uj o o � �z Ljj z �CD / a z w # LL! cn a z Q' ~' LL J L O L9ri 0 '_j � ° U O O -'_' Q) Lj �C) 0 U U � a +, 0 3 I a0- rn �U) Q X Lv 0 ° I ° T W > a E 0 o ° C 0 CD m zC uiw LLQ a w z uj ° w0 U cn z U) U .+] J J 0 o ° ° LL1 o o J °- Cn O � Q� CD V) 0 'D y11 U O X• N U i +' C 0 ou w J v r (D ° E- 0 LLJ v E a v) -u - ° JOB NO. 152115 ° U -Q 0 uul� SCALE a U) -a 1u ' SQA ° a c U _ a ° Q � 0 SHEET NO. 11 ° rn m o 3 / %I- GAP is-s-i� o SCOTT . COLLINSZ U Lic. No. 035791,1, o��ssIONAL E�� U) � z w 5 o U � U z Lu <CcC o ® o o Q � ul > O O O U ® U Z w � > p w C-0 J ® 0 > Q z J o O a � w w M o a m > Q w w a � > W a a m L n `� m w n W Ce w a ww cn � > w kD w M n n n00 i tD -0+25 0+00 1+00 2+00 3+00 4+00 5+00 6+oo 7+010 7+25 M cyi SIGHT DISTANCE - ALLEY z 01) Rumm �= Q y Lu U� OEM= 0 WU.------ - L9 0 0 ui vJ VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 20 LLJ m Lu ( IN FEET) }—'uj 1 inch = 5 ft.0 Ln ® j j►� J mi HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 200 � Q -0+25 0+00 1+00 2+00 3+00 4+00 5+00 6+oo 7+00 7+25 SIGHT DISTANCE - SUN VALLEY ( IN FEET) 1 inch = 50 ft. 0 CN Lu u F- J U `1 w p w JOB NO. 152115 SCALE les ® 5©1 SHEET NO. 13 I 545 �----- � -- - ------------------- -- --- -- -- -------_--------- ------------------ ! --------------- -_-- - ------ �, _ ------ ----- -- __--------------- ----------------- � 545 G T D�STANcF ` I I II i I 540------------------------ ------------------ --- NG-- ----__---------------- ----- --------- -- ---- T -------- ------------------------ --- ----- I _ ------�------------- ------------------ -- � ----- --- i 54° OF EXT N I � I \ � pFD ' -- ----------- - -- --- ---- -- - ----- I ----- __- -- ---- �' --------------- ------ __ --- _ ----------- '--- --- --- ----- --------------- I 535 i 535 j---- ----- __ I ------------------ _ I � � � ,�-- - - ----_-------- HL=3.5' I sig T : fl 530 j__ 53 I J SUN. VF I pFp 525 -------------- __---------------------- - -' -- - _ -- ---------- -- - _ ---------------------- _ -- -------------------- ----------- ---- ----------------- - ------ '----------------- � '� - -- - -------------- � ---------- 5 5 I I I I I I HT.=3.5' 52° L----------- 520 j I j 515 � ------------------- ----------_ _ _ __--------_ - ---- � - -- ---- ------------------------ -'�- -- ----------- I ---- -r---- ---_ _- .-------- � - _ - - _ __------- _ ----------- T I 20 I i STANCE, 3.5 i I 52fl ALONG SUN I II j I I � Si FT AVENUE I I I 515 I F xrF NDFD j -- 515 HT.=I3.5' SIGHT DISTi� CE _ , - 335 AL q NG SU I I 51O I , NSET AV _—' 510 5fl5 y� HT.=3.5 _ 505 i I j 5°O I 500 ! I � - ---- --- ----- ------------ _ __ i 515 512 I 512 O N � W �'!1 � � � d" m NO � ttOtl � N � 00 N N rn O � � Im!') i.f� Lfl � Lf1 � 11'1 � Li'1 � � iirl Ln I 20 I i STANCE, 3.5 i I 52fl ALONG SUN I II j I I � Si FT AVENUE I I I 515 I F xrF NDFD j -- 515 HT.=I3.5' SIGHT DISTi� CE _ , - 335 AL q NG SU I I 51O I , NSET AV _—' 510 5fl5 y� HT.=3.5 _ 505 i I j 5°O I 500 498 498 O N m O � O O O � O � O � ro u`ji m u'il vt � iirl Ln � � 1�n �1 Ln 1V7/ �9'lj --..,2/ 0 Q o d �z o � �w Ww z �z a w i (n a 7 a J J - O L U 0— 0 0 o a � o m a o U a � a U U B L O � 0_ N U) L O N N L Q x � N O C N E J O a -C 0 3 \ � \ EXISTING LANDSCAPING WITHIN TREE PRESERVATION AREA I � County of "I'lbew3irle Plant Legend �n DIAMETER OF TREE AT TREES IN PRESERVED TREES ALONG MINIMUMNUMBEROF QUANTITYPER � Conservation Plan Checklist - To he placed on Landscape Plarts \, ",,'� TOTAL (11andbook, pp 111-284-111-297for complete �specfficadow) PLANT SCHEDULE - BREASTHEIGHT AREA ENTRANCE CORRIDOR TREES REQUIRED PER ACRE ACRE 1. -i'lle rollowingiteass shall be shown on the vLem. SYM BOTANICAL NAME COMMON NAME SIZE CANOPY (sf) TOTAL SITE 3.0" - 4.9" 42 42 60 29.2 IQ Tl"stobe�mved , QUANTITY COVERAGE (sf) 5.0" - 6.9" 29 4 33 38 22.9 :2 Ll I,i[�l�t,.�ofele�i�iiig(c�iil,.�icle,ciripl.iiteoff.i-,�ut,,tc,!)e,,a��,e6)I AG AMELANCHIERXGRANDIFLORA SERVICEBERRY 6'-7' ht. 130 6 780 7.0" - 8.9" 33 4 37 22 25.7 �; U L oQation und type of protective fmang; CL CUPRESSUS X LELANDII LEYLAND CYRESS 61-71 ht. 50 21 1050 9.0" - 10.9', 27 7 34 14 23.6 __ 0 Gradedlanges requirilig tree well,,� or wau�,; a L] Proposed tluirchingor onui,Aii�q PA PLATANUS ACERIFOLIA LONDON PLANETREE 2 1/2" ca I. 422 54 22788 ff , beyoud thelialits Qf clearing. 11.0" - 12.9" 22 10 32 10 22.2 Py PRUNUS YEDOENSIS YOSHI NO CHERRY U-71 ht. 99 11 1089 13.0" - 14.9" 35 6 41 7 28,5 2� markint!s- QP QUERCUS PALUSTRIS PIN OAK 3 1/2" ca I. 471 10 4710 — 0 Alt tjeo3 to be saved shall be ularked withpAnt ombtxt�t ataheight ,Acady visible to eqaitillwat opQm- tont� 15.0"+ � 20 1 9 1 29 1 5 1 20.1 Ll No t;radk� � It pec 0 � TOTAL CANOPY 30417 � , shatIlbegin untit the tree, marking has be�uim3pected and apprkyved bya courity is t.r I 1� - I I I I � EXISTING LANDSCAPING WITHIN TREE PRESERVATION AREA 4" , , 3. Pre-Constructi2a ConftregS,e: NOTE: TYPE OF TREE TREES IN PRESERVED TREES ALONG TOTAL 7 3/ u Tree Preservati Oil and Protection ule&sures �shall be revi�,,wddv,,ith the contractor oil site. -1. STREET TREES PROVIDED 40'O.C. AND 5'-:Lo'FROM PROPOSED UTILITIES. AREA ENTRANCE CORRIDOR - 4, Equipment Operation and StaraM: 2. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE LARGE SHADE TREE 45 9 54 U Tje��),Vytxltl:tillll,e:�it'vebiol�l,,ii,-Ir�)frlq�it-�,1-,tt"§-�'l��,�.ocg;t),Oi�trtictic,:R�nl,.It,erizilgiiicl�t(ii,t�_�.ic,,itsh��illtiic,tbot)enT�iiq,��,twi�iiiifliect,r,-iptiiiL,�,,<,fitee,� MAINTAINED AT, MATURE HEIGHT i - THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND w be,�avc-d. TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF SMALL SHADE TREE 160 18 178 S. %oil Er",ionand Stormwater Detention DcAjces: THE PLANT. \ EVERGREEN 3 13 16 U Sti,�iide�,?io(,,sz�tiol'itiota�.1',�ex,,tlyaifecttreostobe.��a�,ed, 3. TOTAL STREET FRONTAGE = 2,215' \ I . I I " I " , I , � � I \.� \ �1� � � i i � �, 6� Ulr(,,%- \ 11 11 I I 1. �, �� ; �, � I � , \ , �, , I I ; � � � l i I 1 1 REQUIRED STREET TREES: 56 (:L TREE PER EVERY 40'OF STREET FRONTAGE) I I N , i ; ; 1 U Fires axenot penaitt,c�d v�ithin 100 feet of the dripline of troes to be, saved, " I ", ,�, � I 11 , � I , I , 11 t � I PROPOSED STREET TREES: !-) -6 \ t I � I � , � ,� I j , i � I 11 \ 11 I 1� 'l� � � I , I � � I , I I � I I ', I I I I I , � � ; � 7, Toxic jjakrl2b , \ i � i I i � 1 ,,, � ;' / .;: NOTE: i,543 -'OF STREET FRONTAGE ALONG SUN VALLEY DRIVE NOTE:, STREET TREES WILL BE1,RRUN-ED i I � , ! � U "T,k)Nic,tnat,-,Fikils-'Ila,lln,otb�-�t.t)reiwithiiilOOfe,��,tofth-,-dnj.)lit-LC(*rtr,�esu-)b-D,3av,��cl, \ . I , 1 4 i , , � � 1, I I 1�_, i , f-,'iY - ; ' � (INTERIOR STREET TREES) 8'ABQ'VE GROUND AT TREEM,AT'UR'I� _��' r �� , � 8� Vrot"fiw F'vn�Lug., Z \ �'. , � I 1 ---'5,, At 1� 1 ! i � � ' � REQUIRED STREET TREES: 38 1 � 1�1 TO PRESERVE SIGHT L,[K,E � � � I i �, i f � � 11 11 r / El Tr��,c��t�"I)er��t-,iiflal,o,,iliii�), 4(i feet of`�� pToposed 1)',Ijl�l,i,ii�,oi�gi�adiiigac6vit��,ati�,ilI bepro�ected byfencing. "I _". �11 \1 1. 1, I _� I i , -)� 1 � ,--,---,,i " �, , " � � 1 � 11 � , z 11, I INTERSECTIONS. ; ;�'. i , I z I I c I I �. -, Ll Fen(itqshatlbe inphiceandshall be in,pected mid approv,ed by aCounty Inspectorpriortogladmig of ootls�tructiorl. PROPOSED STREET TREES: -J00 z ,� I ,� � z I � 1 1 1 � ! � --) � , r"A '?, i �--/k 1, : , � \ � I �z_ , ; � I � i , , ; � �_, � : 2 ; � � : � � f ", f/'�,' , , i I I � _); ��i ,,, - '; � I � , I � I � ; ; - ; � , /') "', NOTE: 674'OF STREET FRONTAGE ALONG SUNSET AVE. EXTENDED 5,�-' ,', 1> 11 i � � . I I � � �: i ! j ,_' ;�� , I _� � I 1� I I � I I � 'I -, � ,� ,,,,, i � ._1 1 9. TlTewells-� Y� 11 ,,* � I � k, i I � i � " , � � � , , / � . � I � i , � , � � i , ,� ,�� -1 � � I ,�,l i � ; ; I I � I - I ; 1i I :�� , z � >\,\ c i 3 - I i I I wided -and a constructiou detail -I' \ 1, � , ! �� U i f l � A be n � ed, a tree Nvell,sl REQUIRED STREET TREES: 17 ',- ,-, ZZ . ; � I 1 �� , U Wli,�zitlic-r,iuit(ti,��-,cluiu� aised within t.li�, driplinQ of a tree to, be sav tall be, pr,, � I , , I I � � . ! , , � , " ? ,/ I"? 11 - , I � I I I , I 11 I 1 J � � ,� 11 1, I "? :��\�---/" ,,�:��,,�, \ " " (� � � � � f i I � � � �, I submitted for apptoval. " �, f � - � I 1 � PROPOSED STREET TREES: 18 � , l I ; � � I I , /s` I 1 z -1 , _', , , lw / 11 I I � i I � i . I � I t / ,Z` -, ,\ �, I \,! , � . " � , I � / �� zz \ , I I 1 � I , i I I I "I �, I 11 I z �', ,- ,�' \\\ / I f'. l � , � , I i � I ; ! f , � � , i . I . 10. Tnuk_Nyalls: 4- TOTAL ENTRANCE CORRIDOR FRONTAGE = 46o' , \__ - "I 'Ii�\ � \, , � � � : i .1 __ \ >1 1 ,, I/ 11 11 " � " I " ,� /I !NOTE-;S[NGLE FAMILY i h! i � 1\ ,-11, I I ',- i � 't � , j � l � ; i I w l .olrad level, uul.�,�t be lowered ikittrin the (triplislea tee to be saved, a br,�e u-�ilt ili�jil be providled, and a constructicni, detail ,�,,, ,,- !�,,\\� \ \' ". / , , , ' ' V DETACHED I 0 w1wil thugi REQUIRED LARGE SHADE TREES: 13 (:L TREE PER EVERY 35'OF STREET FRONTAGE) ��\,� ,�� 11-1 \ f , 1 1 LOTS �-12 SHALL HA E THE HVAC � l�', , � mlifto -ov / I C __ �x-\ /, , � , 7 , , I , � I I . � , � "� ` " � ; � sub 'd foratip al. _,,',�; I , " � , ' , - �, '� " ;� , \ �S , / � I " 1". I PROPOSED LARGE SHADE TREES: (9) EXISTING LARGE SHADE TREES & -�:, " �, ,\ \ C'�_:` I /' ," GNITLOCATEDONTH'E NORTH SIDE\11'.11\ \ , " // I �_' , / 1 ; i � ; I I I , \ " \'11\ ,,, ,,, � , " � �,� ,- � "", I \, �,�-� , I ` �' , , 1, , ,_�� 'r'T I � I I I \,:N - ,,, I \ I � , j � 1 1 11, Trettelibir, and Tunrjeljug� I I " 01 -HE1HOU$EiORATiTHE'REAROF" " ' irg, it shell b,. (7) PROPOSED LARGE SHADE TREES I I � -�_, '' / I I �� , X" I � � , " , � ", <_1 � , ,� I � i � , � I Z1 Wlit�ntr��Ttokiii-igi8rcciiiiiedwittiintht,timit.3ofcl�an � done as ft away from 4he tninks of troes �c; pos8ibh�. Twureling " 1, \ 11 / , ' I � �,�\ \ "\ \ � --,/,/ "I" 11 " / � I 11 I ;,�_, T H E H 0 US-EkSC � """' , e, be,�,;hatl be eQn5wered as an,-Aterriativewheit it is witicipated tbat ue,��253aj " . \ 1\ � " 'r / ,REENED OR ENCLOSED � 1\1� I , � , " 'I � ' � � tind er a laQ- y trenctling wilt dosvoy foul,�TT(xuts, REQUIRED ORNAMENTAL TREES: 13 (AVERAGE 3. TREE PER EVERY 35') , I \ I I ,z � , i / / \ I I , 7-W TH A F , / . \ / \, "., � � , T t j I /1, '� , . 1111- \ "I ", "I 11._ _� "' I 7f� , / l 11 � I "/ / � � PROPOSED ORNAMENTAL TREES: (15) PROPOSED ORNAMENTAL TREES �, �, fl� " .1- /11 , , � " ` , �:� , , � _'11 12. Clean" ,_1 I \� I / - z I , , / , � 1 1 � � ,�, , � , , \, , ",_ � - -, , !,��, , , , " I / " f �,,� ,/ / , I � v, \ / / ,_ - 1) , , 0 Pi-cite,ctivef,ticii)g�tialibet�tt,l?i2,titeiiisrenik�vA2d(ludiigtliefiiLalcle,,,iititp. �, \ -1 � , .�, __11 �/, .I ; 1 ,, : , / !f / i " I ),� \ \ , -1 � "I / I I "'� �",_ I/ " "I I 1, I - \ -, - ` , / / / � I j I I l : �;� l,�,�; , z , X \ ; "", � - '_,�,,&,el "'. I I / I I � 1! �jf: ,I I I , " , \ ,-, � / I _� / il I ,� I / , I I I/ - __ I ! � ': , ,, � � TREE CANOPY REQUIREMENT � " \ 11 I I ., �, _ \_ "I "� " , 11, ,� / , : i: ii 1� 0: -, ,� \ Z I \ 1-11. - �'Il, � 1, 1_,,;_111` _ " / , " � :�� r '� \ ,� '� I , I \11�',,- \ " '4 � ,� "I ' - -�, /'�', , "I ` �, I I , " j � -1 , , 1: I , , � \ , -7 Z C�, 11 " I , 13, wtuaged Trjves.� " , -_ " �, " , � � , \ / , , , I I ,I I �' — - ,- , , - \ I _< Ix I " , , __ _1 - , �, , , �x / 1, I ,�- � , , � - , I ,� ,/ I , , \ ,/ 5s), , /, , �� \\\, / � I--- /� , �_\ / / I I , , _\" '�'�,� - j " , . I I j ,� - , - I � __11, I , ,�. , , - ; -"; � ( , , i � �:� 3111"i 1 1 REQ: 20% Of 3-0-4o AC = 2.o8 AC __ , , �_ ��/ � -"''- _` / ""' � U DarilagedifeesshAl e treated immediately by tinining, feitilization or oLhermethocls recommelided by a tree specialist. 'ZI � - , , _ I \ z \ \ ,\ I ---__j I - I - - I 11 ,___� I I / I , \ \/ _N,�", I �,�f.,�,D �/ _11, I , ,�, , / / -,' i': 1 )i ll 'If ,,, ,� .1 7 IV -1 I I -A � z - --, " - 11 '11' "", � 1 �11 , , /1", / �1, ''4, �t 11 I -FREE CONSERV ' � � - , \ , � " "111� ., ,, " , , , - / , �, A " , p�, ,, ,.� I 'TOR ON PROV: EXISTING TREE PRESERVATION = 2.52 AC <� �> I \ - -, -� 1 , ,� �,,,, I "', ��, , �,_\,� 11 �/ ", ),� l� /I. .NOTL-1TTS-1`1lEDLV OPERISRESPONT$XBII..ITV'f'OCONFLRWI'VH'VIJECONJ'RA(, , �", I 1;� " "T , � S /t ArION 11 - � / _ --- -r,,,,,�,�,�� 1 -, ,,, , �, � REQUIREVIENTS. \ _x _< , I _ �', " � Z, , � �, 1, , �, , � , / / / ". /. I i ?, : I'\ _, 11 , .(, ,� , " I , � " 1, - X' \,\ \"" ,--'_,� 4, �� , " � "I _11 � " ��', 1. / I 'I, ,�/ :: / �/ , , 1: , .�, , I 1z � " �- " �, _ I � I -!,) " ,�, _11 1, � _'n\ ,- 1� ", �� / �, ,��, , ,�,� I I" / _, , I _ , I , "I I . , I ,� ,� 11 A " � I � X. 1�,__ � ----- -- ,""', ___:�, ... - - / , - , ,_1 .,, ', �, �' - ,�,"�,� �' , 11� ,i, \ _ " ,,,, _-I _�Il��,�_,�_`��' 11 �� 1: ,, , " , � , - , , I , , , , - ii:,- , �, � I I ":_ " ,1 , 1. 3/25/16 `-I , k - \ �, - - ", , � , I �, �, �,,,' __"�", �, , "',',�', � " ` 11 '_ , �/. - ;/ -- ��z ,%_ - - , , �, �, �,�, "__ ::,_,Vl,, ,� 111� ,,, I I 11 -_ _',-.1iiiiiiiii; 11 I � \ _- ,-�� __ I �'O�,' , ,�� " I �,�,' - , , � I � � � �, " , D'. , � , I— � I . , _/ - I ,'�_ 1, " - ,_ -_ / , Z �, , , - , �, �� . , ,`:� , I ", -1 /I , , .:�j.;,,�'� , "" � , � -,��;, ',:� " , - , I ..,;, 4 ", ". . �, � -1.1, `� � �,� , . :,�_,'!,,�"? ... I " _:I�_ \ , - ", " , - n .1�1,� , �, -, , I � ,z ,� , -.1" �" �",� SCREENING REQUIREMENT " / // � �1` ," _� " ". ."'.1 ,., I , � - A LINE OF LEYLAND CYPRESS HAS BEEN PROVIDED ALONG THE SWM FACILITY _\ �", '4� f I "I , ,., � �. I'', , , 1%� ') �\, - , ,,,�,' , ` - �___ I . �,_ ,�,;. I � 'x", :::::�::- -, - , , OWNER SIG ,NTFURE. / (DATE, , , , , __ , � 11 � , - , , I, - � \ _, - . , , ,� I , i,", --,-V---( I ';_ , " �, " � _ - '. , � ,, ,%Wl-�_1 - � ,�Wt I 1, - '11. �,,',', \ " I ,_�,,� I � , �� '_ ",�, -1 11- , - �il I - � ,� TO SCREEN IT FROM THE ADJACENT PROPERTY AND ROADWAY. PRESERVED '_. , , � I \111<�z " _ 11 -I " _�., ,., �� , , , � , �,�,>,` _ I _ I., -_ ,'' , , , - , I � _-- " - , , �. _r I V,- I _., - - " ", ,,�N ", �,� L,_ ,___"�,_� ,x-- "_� - ,_ ,---WOODLAND PRESERVATION ' -1 �_ � I" �, - , 1, ,, , � I ,-j"I" �"_ " - ' ," - ;' ,�,' ��, :::�, , WOODLAND SCREEN THE FACILITY FROM THE NORTHEAST PROPERTIES. -\1 _ . , , ,,��, , �, '" , ::::�, 11 " ::::::::: �_ �1_ I , , I �_ - _ � �, , 1, I �, OUTSIDE PRESERVED SLOPES '� "', 1111�� ,l, I.. I,, '-"- � , ,_ - �_ , :::::::: :: :::: . .� , . � 11 , , i "I I . - , " _11 _� ;; . \ -�- � I I ,,F:1�1:,11,�`�, I � " 111'� , TE) "I ,\< " ` 11 _11 X "I ::!: �:::� "?, — 'T VURC11AS_FRS1C,N,kTVRC (DA ,,z I � �_:::: �ZN � , , , CX)NTRAC , .- =3..:Ll ACRES (TOTAL) ` I _��<r_�, 11" , ,� � , " '' ) ,/ 11 1-__ � I , ��' "I �_ , 0, .,� : I . I , " , �� " 11 I � 5,fl/06 Page I of I _, �, �, ,,, " ", "� , :::�, -1, ... I", NOTE: SEE SWM PLAN FOR BIORETENTION BASIN PLANTINGS. ,� ) " � Z - - , - ___1- � ,,,,'�,, I- "I : -'i� , �1!1_'� - , ,,, �, , , , 11 I 1� � -1 111 -, � ,_ -1 " " ` _�� "I'll, �,'", I 11 `,,11`1� 1��_ ,I , � , " I � �, "11 _ ,,, �, " "I � ,,, ,, __ I I 11 , __ , � , � `�,,,,,�',,',' �' I "I" r ", - - -:", " ",, " "I �� ,, 1 I'll " .11, �1. .1 ,�, � 11 ,,�, , �._b "'� I �, �,;,,,;,� , , " - , , , - � , " 11 ,,P�� ,,, :, , �, ,� , __1_1 I - -,,, I , - , I " � , , , , __ " ," , . - � �` , , � - _� I _; 11 __ -1, __ " , / -, - � _,", " - ", ,5 -11, ,:::� --�-`_:'� : l � " I �11 ;�, _.�, . � - , , ,,-- _ _', _iO - `,� ,- � ... li1l I 11-l" , " I—- ,�,�, - ,, �Al ��__,. � ,,,,-,, - , 111.1 11� I � , . �, , I - 1 _44 �, � � ,,,, � / Y, �,/ I :t�', - .- ", � ... �", ��: __'�UA_,r, -1111 111 ::::::: - ::: -1 1 - 1� i::: V_�,.', I , - - ....... � , ", � . . , , �", � �_ �v �, l'"', Z X ,�' , .�' ,�' ,�, " �-',�, , , -, " - f."1_111 "Z, ", __z - " �_! ,� 7 � : � �,_ Y. :_:.� ... : \� \ � �::: �� , 1 , I � 1� " _, � : , :_: ��, .".": :: ::::: , "� _7-11- z .... r'..', \ ..... � . I ��. I I : � "', `�� 7l� __�: �,;_'! 1: :: I , _� , -_ , - - \", *::�e�':, � ": ::::� // / I , / / � - MAPLE � ---- -- i -0 i 111--- : I : � _; ,,,, ; _ ,� � Z z � � ��.�."�,�""".,��,�.�T�l,,-"��, -, , � I � , � &&A - , _ ::::::: ::�::: - -,�� r� � �� ,__ ::::::::::::::::: I , ^ " ll _-:774 ___,,,1___7', , ... , C14 �. Q) n -'r, �L " , " , I ',��XOI,�1'111��Z -, - ::� � I I 1, � � ,:::: � z��M` -/,�,�-"��,�,''� - , ��, � " , ,,�,�,i�,�""��.;��,,-,�""",",�,� "',"',?", ,�',�',':� "� , �e, - ,�::� :::�,, I _,_: � �,, . __/ - - -','O, ��k!�,�9�;5��', 1:: _! : � �� -:::':':,: - r, - 74 - 4 ," , � 7_�:� =� ��_ - / ,I Q�,lV l2CL I I " - _, - �:,� �,�',,�'. � , .�, P �_;_ I ,._w:: x .. �. �,, " � , _1 I", � U) , , '�_ � "I I "I :5 , I I -11- � ,�� . I -, - , , "j " " 3" ,,�,� / , --�o , -, � "I � "'; -_ 1.11 -, _ � : �, I" " - " 1V � -, , - - �� —�O _-5- .... I. L.4w i -Ly... \ :_:", �:� : *,,�'. ::� \ - - � I ` V I � - � " � " ,�_ __ '__ ::::, �� - � � �:: - : !,- I ,i ::::::::::�_��, 'r " "' , "I 111z , , , I I I 11 'VIV,"I" , ,� " � i � ", � �, I ::�: �� ,�� _ � I I , ,� / I q 9" ,1_1 -!�,�_� " :�:� : � ,,� �, ��::; .,: ........ ��... .., �, � ,.. " \ � I 1 , ��,:�/,_�,,,��;,�,�� , :: - : I :: _: --- - _1- ... I— I : I I , � � e 0 M � -_ I I I i � c �, "I : __ ." " , _,"q ") .. ... . - ", ".., I. � . I " I � ��il z I I , . -... I ""'' .". , /�':':L�.,:.j , � - _ I I , ::: : : � " , ,�� / 19 %_ L_ / / / . I—— I .... ... � � .'.. ,� 11 1, I t C) I ; ll� �11:�, ;�,�, �_ -�z -'-," I � , - .. ... � , ... _ ,�:�,`.` � 2 Q. .. "' �- - �:��I� '�� :: :: , ��-�- -, ::::: I L // ��,l�,,�,,�� ",/j -,� -1-1 1 � � " , lu�,-;, �!,_'� _, � :::: � : : , L -11 - ,t��::::: ::: : ',11 : 1: � : :: ::::::::: :: -r ),, / . / " ,�, ,- �-V�� 1�"5�'�"I/A :. 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' ' " r ,_ . - ,44 _��_��rr ,.,-- _ lig,", r ; I 1) TREES UP TO 4" CAL. SHALL BE STAKED Lu . I, _ I , I ____ _ ____ _ - -r � � _ I FE Al CIAT G AND A RMORIN L__-�,, �--_-7�__ -_ --,,-,, ---- _ � � � .1 - " I \ 1, N I ,�-,__rr, ,�, i I ---_ - �r_ , ___ ��-_-!�_--::�--:�7_� ��7 , ., � . . . .. . . . . 1_____�. . 1, _� r I . � I . � I . . � ... -L " __ _ _ - -1 - - 11 � K_�';r_,�, ,k �j ,��, _) i WITH 2-2"X2" HARDWOOD STAKES. - - 11 _�,� � 1 4 g I , � _� ', . A I "' �"__),',_r,, ,_ I - � __,__� 1. . r I I � . . r . - 1! _ -,. r _ � r- '- - / �i �-D C I _�_ ( - '_,�_ _ - ,__,___ --- - �- = . I I . -7- �__ r _�_. _� , �' ) - , . I -__ y ,',,-r- " . -_ r , — ,.--,--r --.rr ... ,4�_ A I I . r . � _� . , . . �� ______� 'il---�__, I � I - ----- - -- I 0 I ' _', I , 'r . . I - r . I . . . - _�, - , _�.. - � - r .. . ...... i TREES OF 4" CAL. OR LARGER SHALL BE I , __ I -_ --r I . � I , __ ---I __ - ... ... --- ��- _ I � � , ` I � "I -_ - - --r - � -" I I I I— -f -_ " _ �, ," " I i8 PA � _ _ _,_ _�, _; �_ . f, 'i , . �_ -7-7- . .'----____ , - - - - �6�jr�. 'j , I , 13� z - . , �. I , " r "_ � , � , I , ,_' --' � __ - " 1 - ,� 7�r _� __L_L�________`C� I I . . � � � I .- . r , . I I �, : . � - I_ __ , _ 1 r r --- r .... I w �. - - � -1 I -1, I-, �__ , �, "", " "' " I 1, I "" �' "'__��',"_.__,,__, - I "I I , - - - - - -,- - I- In � . . I . _,_______ � . . - I � . . . . . . , P GUYED WITH 3 EQUALLY SPACED, TWISTED, z LLJ � � I � �, / �Ikll I I I I I I � 1-1 � ,r - , 4/\` u - - 11, � I I I , � , I , r -7 - _ -,--"- , ,-,,�, �� _ "I, �11% � � -11 - \ � I � P f I/ I �_ � I ", , , 11 -If - - - yl-ly- , ��-�r- �, -r-_ - '_ 11 I -, (1) D I—- ' � � . -, I A I � . - , - 1-,f -\ - z - �, , � " ; t � , , - \ - , I I Y�f--Y, --,,--,C y -, - `Y y ,�`�, _ __-r,_,,-r 1r1y__1___ _"" ,-/ � ui - I , z , . Y, ,;� li, 'r . � ' "' ; - -yr-,, _, " - ,��, ��, , � ___�,r, Z,41 - AND TURNBUCKLES. LOOP HOSE AROUND IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII I �rl I � I i '�' �---),__ , I � � - I- � I I __ " �_�� / "I i � ,,__',,r, �, , . 11 I -_ __ r. * i i � ! ,%�--,- � n, I , -, , 'y -If""" - � \ L\ U) ir P% C0 I I � i ,�, � - - )-,_-r,, ::j 11 � ,� ', / 11 � . _1� - I p-, 1, I -1 TRUNK. FLAG WIRES WITH COURVEY TAPE. E "r 1 I � � � ; r ,,,.-r - - -_ � �,r-y,C , e, -\ I __� _1 4 � � I � i I -1 I % , I \ �_ V J 0 " . I � N , 1, onserv, n Plan , , s�,,* l I '� � � ; I I / �'k_ , � � � � 0 '0 I .W , , � C atio I I , � j ! ��,�� I - k " " �,, I _2! u � ,a \ � / / _11-1- �, I , " _-, \ ,,� _ . 11 I I � �, I , I ! I 11 , - _1111 -1-1,_ - I— I N, -, , \ I I . . REFER TO SPECIFICATIONS FOR 0 I . ) -1 " r 11, ) \ ; 'tih I I / i I / I I " i 11-r.? - \', ' �,_\ ��_-\j I \ / I �- ;z - b \ 1- i � I f ,� q ��_'71 1 _�_ \Q 0 �, � , � I -, � I / I __11 , � 1, ,J� � I / ! � � , � I I - - � DOUBLE STRAND #12 GAUGE WIRE W _/ FURTHER INFORMATION >1 _0 I'll .", 1, 1� ,% I 1, -I, � I � � ; ,� 11 11 � 1, � �', OPIP Olz )_ ,\ �\\� ,- // - I \ uj "r -j 1, \ � � I 1�1 �nl r-/ I , I-- WITH RUBBER HOSE & TURNBUCKLES - , . �,/, \11 -I - I ry � U ,_ - r " 11--_ I - ,_,�- I - - �� \ I �" I. ALL TREES TO BE P ROTEC'TEb' SHALL BE MARKED WITH PAINT OR RIBBON AT A HEIGHT CLEARLY VISIBLE TO EQUIPM TORS. NO LAND D'ISTURBING ACTIVITY ,� -\ � L , , / -1 � � , _�� , 12� D 0) � . -SHALL BEGIN UNTIL THE TREE MARKING HAS BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT. _Iir_ , � 1� � '\ 2 �, 't" , , -\ , - � v - - 1� , k V X2" HARDWOOD STAKE I 0- C� � , � I , � ,� C sl44 FIENCE , -1 �t�,_ �, I- I - r ^ 0--6 2. HEAVY EQUIPMENT, VEHICULAR TRAFFIC, AND THE STORAGE OF CONSTRUCTION MATERIALS AND SOIL SHALL NOT BE PERMITTED WITHIN THE OUTSIDE DRIPLINE OF TREES TO BE -I,-- - '! I- � - _\_ CUT & REMOVE BURLAP FROM TOP - mi < %j i - TECTED. I I 1� I \ 1/3 OF BALL AS SHOWN I - GUYWIRES WITH RUBBER HOSE AND (D �2 .. '11 11 � , � ,_ ) 4 K ��-,, -z-:- � , TURNBUCKLES 2/3 UP TREE 0 -0 I _. ___,..I r --- T i \ �� , . U) - --r 3. TEMPORARY EROSION CONTROL MEASURED AND/OR PERMANENT STORMWATER MANAGEMEN�T FACILITIES LOCATIONS SHALL BE COORDINATED SUCH THAT THEY SHALL NOT ADVERSELY 00 I Z__� '\ — SCARIFY SUBSOIL TO 4" MIN. DEPTH - I 0 :3 C: 2"x2" HARDWOOD STAKES ALIGN 0 .0 17 - 0 x - 11 �� I / MULCH SAUCER TOP OF STAKES Q) C) TECTED. ____ O -A I -,— , - 6 (N (1) 73 /- i �___ I - _� 1==� - �::_, 4. FIRES SHALL NOT BE PERMITTED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. �z - -----I ,w I _� - FINISHED GRADE �,�\\ / MULCH SAUCER -r- U) I - I I "/ Vj r Q) C . - � /I 0 '1`� i4 V L - \ ' ..... _ � I KMD FF,Nl-l: _�l 11 00 - OLIRD FI�N-,� �� / TREES UP TO 4" CAL. SHALL BE STAKED. /� _/ I \ � AMENDED SOIL MIX E 0 5. TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. / I \ , t �Z__ uj 0 TREES 4" CAL. OR LARGER SHALL BE A/A _j 0 1 / "I . / GUYED WITH 3 EQUALLY SPACED I I= I I F- U) , , � � ? _P011511C Mia = - u �__ F- C -0 I Wor, � - u Q) 0 '11-7,", 6. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE PROTECTIVE FENCING HAS BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ,I / TWISTED, #12 GAUGE WIRE WITH HOSE I I 1=1 I 1 __4�' ��.�.�.�:� - Lu I!__ E .'' / .,,,',' CORkLCT METHODS OF TREE FENCING HT FTREE AND TURNIBUCKLES. LOOP HOSE 9 I 1=1 . * . . rn I I - . , _;__..___._,ENCINEER1NG DEPARTMENT. � 11 11 / �::::: �.... - =1 I 0 11 D E , - - -_ j .1 I I I I � ", , Iq -- .. W...... 1=1 ,....... ]::::::: I I -=I I I'_= u I t I � /* I" � I VE BRANCHES -El I F : .... I -111-11 0� = 0 - .- .. � I i ", 1_�1)1 =1 I 1=1 I 1=1 � . I ... .. I::-- AS SHOWN), FLAG WIRES WITH CUTAND REMOVE BURLAP FROM TOP a- �, __ I / - ,-I �1 I I , _. I . I .. , . I F - -0 - , 1. � I .1 k_a . . I ". -� ,.7. WHEN TRENCHING FOR ANY KIND OF UNDERGROUND WATER, SEWER, ELECTRICAL, CABLE, TELEPHONE, OR OTHER UTILITY SERVICE IS NECESSARY WITHIN THE LIMITS OF TREE PROTECTION � , , _--t�-` --� ,,A �K I I I . . 1. .... I -11, COURVEY TFAPE. REFER TO SPECS - - - 1/3 OF BALL AS SHOWN I 0 . � i I z � , , . . . � � ... ("�� I I - .1. . . 1.�..... -11, -1 : I= -0 C � 1, 2, ._ JOB NO. 0 �. � -�,,� Ill I _. - � I .. I It , , OR BEYOND THE LIMITS OF CLEARING, THE SEPARATION FROM THE TRUNKS OF TREES SHALL E3E MAXIMIZED TO THE FURTHEST EXTENT POSSIBLE. TUNNELING SHALL BE REQUIRED WHEN �', I _ I , I . _j , - , (11 -:::I I I- . ....... - FOR ADDITIIONAL INFORMATION. , 11 , , .......�.... i+r--- - - - - - SCARIFY SUBSOIL TO 4" MIN. DEPTH - - , I 0 =5 . I � ... � / ', �_. 1;1 _.. .. �. � � - LI�f�=,�=E,LLFF�f=,.=-=-,6LF�fE,=-7--- =_ - . ---------- AMENDEDSOILMIX \7 = - ", I =1 I -1 I IEd I 1=1 I IE71 I I = .6 n � <,, ,� q 't 111-111: :Ill- �_� " , � - ------------DEEMED, BY THE COUNTY ENGINEER, THAT TRENCHING WILL SIGNIFICANTLY DAMAGE FEEDER ROOTS OF TREES TO BE PRESERVED AND PROTECTED. . I .f �, ,,, ��-,!' ,�� 7�� =1 I 1 152115 1 1 ,_ f __�_ , I 1=1 -1111 � I.;z � l, � 0 - I �'. I �- r-, / 11 = I- - COMPACTED SUBGRADE co Q� �� - - %� , � � — 14 1 1 rm 1 r I V) > . I I �;� , ) COMPACTED SUBGRADE 0 ,�) I 1 J, I , I �_!,:�, ,� 8. ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM OF ANY TREE TO BE PRESERVED AND PROTECTED SHALL BE REPAIRED IMMEDIATELY, IN ACCORDANCE WITH THE PRACTICES IN � \ j r 4 -Ill- 7--------� - , I � Z � � -_ I I I I I 11 ) I X � ,it -Y � - N SCALE / ,THE EROSION AND SEDIMENT CONTROL HANDBOOK. CARE FOR SERIOUS INJURIES SHALL BE PRESCRIBED BY A PROFESSIONAL FORESTER OR TREE SPECIALIST. � � 1 � - ,,, i 1 ff�_-_-;� -1 :3 ! �_�� i ! - . - � � - . � .1 -1 - � 7 0 � I , 1��, - A " � " I _�;_ I I I C 0 _` , � � 1 9. SOILS WHICH HAVE BEEN COMPACTED, OVER THE ROOT ZONES OF TREES TO BE PRESERVED AND PROTECTED, SHALL BE AERATED BY PUNCHING HOLES WITH AN IRON BAR EVERY 18" / I / � , - _�� I- I I I I Evergreen Tree Plantinq Detail I = 50 0 .c I I i N W - I I __ C � -11 -11 ' OVER THE ROOT ZONE. THE BAR SHALL BE DRIVEN 12" DEEP AND MOVED BACK AND FORTH IN EACH HOLE UNTIL SOIL IS LOOSENED. I !, __ 00 I/ I . Tree Planting and Staking Detail Not To Scale ' 0 Q) , > �, - r Y �, I I i Atoo SHEET NO. -a Q) , I I � 1� I - I , l Not To Scale 0 l, I *0 CORRECT TRUNK ARMORING Q) 0) � I I , 10. TREE PROTECTIVE MEASURES SHALL BE THE LAST OF THE TEMPORARY EROSION CONTROL PLAN MEASURES REMOVED DURING THE FINAL CLEAN-UP. � I 00M 00 U) - . - ; � :L6 a) 0 1 1 _ I -_ _ , --- - �, - - ' - _ / I � I = = - � I I � �__4 _,�� , ,,, . ,,, TRIANGULAR BOARD FENCE � I ,� I I � �./ I � - 1'. . 1�_ �'. I - - � ' I .� . I � I -__�'., I �''.*, �, � - , I , - I .1 .1 11. , . I ; I _', 11 1�. �,_,�� \. \\\, \ /\'\, ,,, ,I� , \ , I � � I. ,� " 1, ,_, I / , �__� 17. _ � ��:� �, " � . � , " i 171�� ___'1_7777�.7-�� _,,�, I . . I _.- I I. I _�_ / i I ; I I I I l 1 3� I 601- W f �,4 , �