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SDP201900009 Plan - Approved Final Site Plan and Comps. 2020-02-20
GENERAL NOTES -_ OMER: STANLEY MAR77N COMPANIES LLC 11710 PLAZA AMERICA DRIVE, SU17E 1100 RESTON, WRGINIA 20190 . DEVELOPER. STANLEY MAR77N HOMES 404 PEOPLE PLACE, SU17E JOJ . CHARLOT7ESWLLE, VA 22911 ENGINEER.- COLLINS ENGINEERING - ` 200 GARRETT ST SUITE K CHARLOTTESWLLE, VA 22902 (4J4)293-3719 TAX MAP NO.: 56AI-1-29 (IJ.49 AC) 56AI-1-26 (4.74 AC) 56AI-1-JOA (0.50 AC) 55CO-3-Al (0.70 AC) 56-7 (3.87 AC) . TOTAL AREA: 2J.3 ACRES - TOTAL AREA PHASE I =IJ.49 ACRES + 3.87 ACRES (56-7 PARCEL) = IZJ6 TO TA L A REA PHASE /I (RESIDUE) = 5.94 ACRES ZONING. R-6 RESIDENHAL, STANDARD LEVEL - CLUSIER DEVELOPMENT PROPOSED USE. SINGLE FAMILY ATTACHED RESIDEN77AL UNITS (WLLA UNITS AND 7H UNITS) DENSITY- ALLOWABLE DENSITY FOR STANDARD LEVEL CLUSTER DEVELOPMENT,6 DU/AC` 23J ACRES x 6 UNITS / ACRE = IJ9 UNITS ALLOWED PHASE 1. 50 PROPOSED UNITS + 1 EXIS77NG BUILDING = 51 TOTAL UNITS PROPOSED PHASE I DENSITY- 51 UNITS11ZJ6 AC (2.94 DWELLING UNITSIACRE) NOTE- CHANGE OF USE PERMITS WILL BE REQUIRED FOR THE TWO EXIS77NG SMUCTVRES SHOWN ON THE PLAN TO BE CONVERTED FOR USE BY THE NEIGHBORHOOD. OPEN EPA CE. TOTAL PHASE I OPEN SPACE PROPOSED = 8 11J AC (46.7JX) (NOTE. AREA OF ACCESS ESMT WTHIN OPEN SPACE C EXCLUDED FROM O.S, CALCS) T07AL PHASE I OPEN SPACE REQUIRED (25X) = 2.4jJ ACRES OPEN SPACE TO BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIA TION. ALL OPEN SPACE SHALL BE RESERVED IN A DEED FOR THE COMMON USE OF LOT OWNERS IN 7HE SUBDIWSION AND NO OPEN SPACE IS PROPOSED TO BE OEDICA IED PUBLIC SPACE. PRESERVEDAANAGEO SLOPES. NO PRESERVED SLOPES OR MANAGED SLOPES EXIST WTHIN THE LIMITS OF THE PROPERTY OFF-SITF PRESERVED AND MANAGED STEEP SLOPES HAVE BEEN SHOWN & LABELED ON THE EXIS71NG COND17IONS SHEET BUILDING HEIGHTS. MAXIMUM BUILDING HEIGHTS SHALL NOT EXCEED J5 FEET SETBACKS. FRCNT- 5'MINIMUM (25'MAXIMUM FROM R/W OR EDGE OF SIDEWALK) SIDE: NONE - MIN. I O' BUILDING SEPARA 7101V (ANY BUILDING 7HA T EXCEEDS J5, IN HEIGHT SHALL BE SEPARATED FROM ANY OTHER BUILDING BY 10' PLUS I' FOR EACH .�, FOOT THE BUILDING EXCEEDS 35' IN HEIGHT) REAR. 20' MINIMUM GARAGE. 18' MINIMUM FROM THE R/W OR THE EXTERIOR EDGE OF 7HE SIDEWALK � SUBDIVISION STREETS: CURB & GUTTER WA TERSHED: LICKINGHOLE CREEK WA TER SUPPL Y WA TERSHED AGRICULTURALI FORESTAL DISTRICT- NONE TOPO & SURVEY- THE BOUNDARY LINE, PARCEL INFORMATION AND TOPOGRAPHY WERE PROWDED BY _. ROUDABUSH, GALE AND ASSOCIATES IN JANUARY OF 2019. INFORMATION WAS FIELD VERIFIED BY COLLINS ENGINEERING IN JANUARY OF 2019. DA TUM. . NAD 83 . EXIS77NG VEGETARON. PAR71ALLY WOODED WITH (2) RESIDENCES ON THE PROPERTY AND EXIS77NG GRAVEL DRIVEWAYS LIGH 7ING. NO S7REET LIGH77NG IS PROPOSED WITH THE DEVELOPMENT ALL PORCH LIGHTS MUST MEET THE REQUIREMENTS OF SEC77ON 4.17 AND BE BELOW JOOO LUMENS. I PARKING. 50 SFA UNITS + I EXIS77NG DWELLING = 102 OFF-STREET PARKING SPACES REQUIRED MINIMUM (1) DRIVEWAY SPACE + (1) GARAGE SPACE TOTAL PARKING PROWDED. 102 OFF-SIREET PARKING SPACES GUEST SPACES- I SPACE PER 4 UNITS = IJ SPACES REQUIRED GUEST PARKING SPACES PROWDED: I 1. ON-SIREET PARKING ALONG MCCOMB ST IN FRONT OF LOTS I-IJ = 18 SPACES 2. CLUBHOUSE PARKING SPACES = 16 SPACES J. ALLEY PARKING SPACES. 2 SPACES TOTAL GUEST PARKING PROWDED = J6 SPACES PARKING NO 7ES. 1. (10) SPACES W!7HIN THE CLUBHOUSE PARKING LOT SHALL BE STRIPED OUr AS SHOWN ON THE S17E PLAN UN77L PHASE /I OF THE DEVELOPMENT 2. THE (18) INTERMITTENT CN-STREET PARKING SPACES ALONG MCCOMB STREET IN FRONT OF THE PHASE 11 RESIDUE AREA WILL COUNT TOWARD THE PARKING CALCULATIONS FOR PHASE A THESE SPACES KILL NOT HE PART OF THE' PHASE I PARKING (BASED ON THE PROXIMITY OF THE SPACES TO THE PHASE I L 0 IS). TOTAL PARKING REQUIRED: 102 SPACES + IJ SPACES = 115 SPACES TOTAL PARKING PROWDED. 102 SPACES + M SPACES = IJ8 SPACES NOTS. THE ADD17IONAL PARKING PROWDED MTH THE PHASE I DEVELOPMENT DOES NOT EXCEED 209 OF 7HE REQUIRED PARKING. ON STREET PARKING AVAILABLE WHERE INDICA TED BY SIGNAGE, SEE SHEET 0 FOR THE . APPROVED DETAILED SIGNAGE PLAN. PHASING. THIS PROPERTY SHALL BE DEVELOPED K17HIN 2 PHASES. CURRENTLY. THIS PROPOSED PLAN INCLUDES (1) PHASE, AND PHASE 2 MLL BE THE RESIDUE PARCELS. BUILDING SITFS. PARCELS 1-50 EACH CONTAIN A BUILDING S17E THAT COMPLIES KITH THE REQUIREMENTS OF SEC77ON 4.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE. BURIAL Sl 7ES. A CEMETERY EXISTS ON THE RESIDUE PROPERTY (PARCEL IMP 56A-1-26). THE CEMETERY SHALL REMAIN AND WILL BE PRESERVED KITH THE DEVELOPMENT STREAM BUFFERS. THE 100' STREAM BUFFERS SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE W'TH THE ALBEMARLE COUNTY WATER PR07EC77ON ORDINANCE FLOODPLAIN. A PORTION OF THE RESIDUE PROPERTY IS LOCA TED M THIN A FLOODPLAIN ZONE AS SHOW ON FEMA MAP#5100JCO2290, DATED FEBRUARY 4, 2005. RETAINING WALLS. NO RETAINING WALLS ARE PROPOSED WITH THE DEVELOPMENT LANDSCAPING. STREET TREES ARE PROPOSED WITH THE ROAD PLAN ALONG THE NEIGHBORHOOD STREETS IN ACCORDANCE MTH ALBEMARLE COUNTY LANDSCAPING REQUIREMENTS SET FORTH IN SEC77ON 32.Z9 OF THE COUNTY CODE. . TRASH: EACH LOT SHALL HAVE AN INDIWDUAL TRASH CONTAINER. RECREA 7701V AREA: PROPOSED 2.55 ACRES (OPEN SPACE A). IHIS RECREA77ONAL AREA MLL INCLUDE A CLUBHOUSE, OPEN FIELD FOR AC71VE RECREATION (10,000 SF MIN.), A TOT LOT (MIN. 2,500 sf), AND AN OUTDOOR PA 1701'MEE77NG AREA W! TH A FIRE PIT TOT LOT AREA SHALL INCLUDE THE FOLLOMNG (AT A MINIMUM): ONE (1) SWNG (FOUR SEATS), ONE (1) SLIDE WITH TWO (2) CLIMBERS, ONE (1) BUCKABOUT OR WHIRL & TWO (2) BENCHES OPEN SPA CE. RECREATION AREA OPEN SPACE (OPEN SPACE A). 2.541 ACRES ADDI 77ONAL OPEN SPA CE. AREA B. 0. 2 78 A CRES, AREA C. 0. 444 A CRES, AREA D: 0. 750 A Q, AREA E. 0, 0 IJ A C, AREA F- 0. 217 A C & IMP-56- 7 (3.87 ac.) TOTAL PHASE I OPEN SPACE. 8.11.3 - 46,7JX OPEN SPACE (MIN. REQUIRED =25X) IMPIERWOUS AREAS. 2 , PROPOSED USES: OFFS17E EASEMENT - IN Existing Building & Structures 2,975 sf Proposed Roadway & Parking Lot 75,500 sf Proposed Sidewalk 23,375 sf Proposed Buildings 56,520 sf Proposed Driveways 17,800 sf Future Impervious Areas 10,650 sf Emergency Access Road 11,575 sf � 198,395 sf (47% of Phase 1) 4.55 ac, LOTS: 1,3J,905 SF (J.074 AC) ROADS (RIW), ALLEYS & ACCESS ESMT- IJJ,29,5 SF (J.06 AC) OPEN SPACE: 184,825 SF (4.24J AC) + J.87 AC (IMP 56-7) RECREATION AREA: 110,922 SF (2.55 A C) ALL PROPOSED GRADING SHALL BE CONSTRUCTED ON S17E OR 91THIN EXIS77NG RIGHT-OF-WAY NO OFFS17E EASEMENTS ARE PROPOSED K17H THIS DEVELOPMENT PLEASANT GREEN = PHASE FINAL ITE LAN WHITEHALL DISTRICT ALBEMARLE COUNTY, VIRGINIA 0 __..1____1__. . --,-,--�1-11�-,---"-,-�l---,-�-"- -,----�---,-,�-�-,-�---"�-,-,-"--,,�----�.------.------,-�,---"�-"�-,�------,--------------------.--.-."-."-'',.�-l- . !!! . 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IN ACCORDANCE MTH VDOT AND ALBEMARLE COUNTY STANDARDS. 5) ITE TRIP GENERATION: TRAFFIC IMPACT NUMBERS ARE BASED ON THE ITE TRIP GENERATION MANUAL, 8TH EDITION. CODES 230 WERE USED FOR THE DEVELOPMENT NG UNITS ADT RATE - 5.86 VPD PER DU = 293 ADT (146 ENTER/147 EXIT) AM PEAK RATE - 0.44 VPH PER DU = 22 VPH (3 ENTER/19 EXIT) PM PEAK RATE - 0.52 VPH PER DU = 26 VPH (18 ENTER/8 EXIT) 6) THIS PROPERTY IS NOT LOCATED WITHIN A DAM INUNDATION ZONE. ,%`V_....._ �,_-., - , , .1. I 1 46 ,-� .// � - I- _,____� ____ � I __ __ . I.. M-1 1� , \ . . t� . . 'r. ,.v N -1 . j ;�� �__%?,! ,!, \ j, - _t 11, I . , "'.1 . . . . . . \ - "' "', -I." .51, , - I- - � -, �. V . " *1_0� LOT I �-_ " ... , - , , , , , \ . 48 e . , ., I I 1__�� I , , , , , \ LOT - ,..,...." I I 11 ,� I . . . . .. � . � . I I � , , . I I .1 I I I .1 - : - - , , , \ " ' ' ' ' � I � , . I - I A I � 11 . . 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COVER . 2 EXISTING CONDITIONS & SUB-2019-71 IMPROVEMENTS 3 SITE PLAN 4 SITE PLAN UTILITY PLAN 6 UTILITY PLAN 7 GRADING PLAN 8 GRADING PLAN 9 NOTES & DETAILS 10 NOTES & DETAILS 1 1 LANDSCAPING PLAN 12 LANDSCAPING PLAN - 13 I I I o 1 � I ROAD SIGNAGE & ON -STREET PARKING PLAN 1 14 1 HUNT PROPERTY PLAN 14 TOTAL NUMBER OF SHEETS NOTE: IN ACCORDANCE WITH THE 2018 INTERNATIONAL FIRE CODE FOR VIRGINIA, APPENDIX D FOR FIREAPPARATUS ACCESS ROADS, A DEVELOPMENT MAY EXCEED 30 DWELLING UNITS ON A SINGLE PUBLIC ACCESS WITHOUT HAVING TO PROVIDE A SPRINKLER SYSTEM FOR THE UNITS IF IT WILL CONNECT WITH FUTURE DEVELOPMENTS AND IS DETERMINED ACCEPTABLE BY THE FIRE CODE OFFICIAL. THE CURRENT PHASE I DEVELOPMENT IS PROPOSING 50 SINGLE FAMILYATTACHED UNITS FROM THE EXISTING PUBLIC ACCESS ON BLUE RIDGE AVENUE. 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FRON ETBACK �?erl V" 1p A?, PHASE I ROAD & UTILITY PLANS SUB-2019-00071 -LOT 001* 37' 20 FRONT SETBACK 777. 0 e 5 M' 77- PHASE 11 PROPOSED T ROADWAY EXTENSION AND URNAROUND ARE r, 5' LbT' '�E!TBACK- CONNECTION TO TMP 56A-2-26 G R 'MIN. FRONT SETB LIMITS OF PUBLIC R/W io'xi8'PARKING SPACE P.) r r 0, T. m ''2z �9 'n i6` uj .�9 A ul % x Lu 4 LOT', 0 SHEA, DANIEL F DR A LLA U3-9b PRf NSPACE B rT1 to PHAb"E 11 PROPOSED ENTRANCE (TYP.) ROPOSED C 0478JAC, TMP 056A1-01-00-03 00 . --- - , . , I i., . .25'MAX. FRONT SETBACK R * , - - ENTRANCE (TY 0.464 ac� �P�ATION OF PROPOSED M )S, 4 OPEN SPA DB 2413, PG 214 'S1 D E § E-r 5'CONCRETE SIDEWAL f) OACK 0-444 AC 0 4� �4 DUPREE STREET ROAD CONSTRUCTION k' (NOTE: OPEN SPA E IS PROPOSED UNDER PLEASANT GR EXCLUSIVE OF 0.023 L E PHASE I ROAD & UTILITY PLANS SUB-2019-000�7 WITHIN ACCESS EASE NT �j X 0 A PHASE LINE (TYP. . .. . . . ... .. . �**.`�� S'SIDE SETB4CK' PROPOSED ASPHALT 91 'DRIVEWAY (TYP.) �j .1 ��t J Ili 11 (n 241 Il- A A 'LU F ALSTON STREET ROAD CONST CTION 4? of STOP SIGN (TYP.)- RU 7 LOT- r ROPOSED UNDER PLEASANT GREEN V.. 'F � - 011 HASE I ROAD & UTILITY PLANS SUB-2019-00071 4 tb m CG-12 (TYF. Q) FRONT SETBACK LOT. i'MIN. FRONTS'' PHASE 11 P 0 A cp ROADWAY EXTENSION N .43 CONNECTION TOTMP 56A-1-26 Y_ PR )POSEDASPHAL ZELLER, RY W c 31' VEWAY (TYP.) TMP 056A1 -00-032AO Voi 1u) N IOT 0.2 ac. 23 'IR" '4. DB 219 PC 6 IVIAX. FRONT SETBACK",", -4 V .4. �2 25 ROPOSED ASPHALT .',2 VAR. WIDT� SIG'H'T" DRIVEWAY (TYP.) T )TH SIGHT DISTANCE EASEMEN EEAS�MENT D.B PG. 297 NO PARKING -5264, LOT. 9 �7 D.B. 5264, PG. SIGN (TYP) MIN v NO PARKING SIGN (TYP) CG_1 5'CONCRETE EWALK. L2 I D .t k -'LO A 6'PLANTING STRI q, X 4 .4 A' 5'CONCRETE SIDEWAL If B o -:.'-t-25MAX. FRONT SET 0 47, T p tm. PHAPSE 11 YIELD SIGN (TYP) .4 A VDOT STANDARD ROUNDABOUT PROPOSED WITH THE PLEASANT GREEN PHASE I ROA & UTILITY PLAN SUB-2019-00072 J e-11 N -00-00-11500 (D VUE REALTY PARTNERS LLC TMP 05600 A J 21.854 ac. VAR. WIDTH SIGHT DB 4856, PG 582 ISTANCE EASEMENT' �'A j �4 `4 r% 0 r- of- JA 9+1 Ail OPEN SPACE, D., a 00 0-75P AC A A EXISTING STREA ,\1D ;I 0 EXISTING FEMA YR FLOODPLAIN 100 Gq . . . . . . . A \X l law aw eke EXISTING iod STREAM BUFFER G 0 4�. B'CONCRETE SIDEWALK CONNECTOR ROAD CONSTRUCTION G (0 A% PROPOSED UNDER PLEASANT GREE CONNECTOR ROAD PLANS - SUB-2019-00058 0 0 &PLANTING STRI It 0 0 nn LOT NUMBER AREA LOT (sf) BUILDABLE AREA (sf) LOT NUMBER LOT AREA (sf) BUILDABLE AREA (sf) 1 2,747 1,673 26 1,852 1,285 2 2,154 1,602 27 1,874 1,306 3 2,218 1,667 28 2,874 1,586 4 2,241 1,691 29 2,702 1,565 5 3,206 2,176 30 1,797 1,288 6 13,042 1,968 31 1,891 1,380 7 2,293 1,738 32 2,704 1,693 8 2,223 1,670 33 2,406 1,395 9 2,768 1,715 34 1,870 1,320 10 2,740 1,695 35 1,870 1,320 11 12,037 1,481 36 1,871 1,321 12 2,033 1,477 37 2,788 1,589 13 3,270 1,867 38 2,933 1,701 14 2,624 1,787 39 1,907 1,356 15 2,075 1,528 40 1,875 1,324 16 1,511 41 1,887 1,334 17 2,793 1,836 42 2,608 1,509 18 2,795 1,883 43 4,412 3,019 19 2,016 1,464 44 3,561 2,760 20 1,978 1,426 45 3,533 2,733 21 12,647 1,717 46 5,837 3,901 22 2,602 1,657 47 5,894 3,853 23 1,876 1,326 48 3,446 2,644 24 2,715 1,645 49 3,384 2,594 25 13,098 1,773 50 1 4,205 1 2,823 1 G 1IR Ij G GRAPHIC SCALE 30 0 15 30 00 120 0 (D IN FEET I inch 30 ft. 0 (D �d 049T TH 0 7 �s ,e� Q SCOTT R. C LLINSZ. No. 35791 $0 z: UNAL z: 0 0 !R z 0 u 02 CL x z0 < LLJ 41 4j 0 n 0 U co ff Auk Lu (n z 0 8 > > ce z .0 471 uj u U) uj Z3 ce IL OU LLJ (n I I 1 1 .111111 1 rz 0 0 I I I I I I 1 1 1401 LLJ C3 E 0 C 41 c y) > z (y) 0) 0 2 CY5 cr) N (D W 0 CL CL CL If Lu N 0 0 w W N N w 0 c 7 4 c _u a t % A., . . I I N OTES; A. CONTRACTOR SHALL VERIFY ALL TIE-IN ROAD CONNECTIONS TO ANY ROAD EXISTING OR UNDER "v- CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE ENGINEER OF A NY DISCREPANCIES A _Jt, t BE THE EXISTING ROADS AND/OR PROPOSED ROADS, EDGE OF PAVEMENT. CONTRACTOR SHALL kAI,AV'rlr IKIC!rf% CVlC'rlKll-_ OnANC DOWID Tr% Amy rmirDIM: ILUN I At- I MUNLLK I u 11mbrck. I cir ANU rxvmu I I I I I I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 '1 1 1" 1/ 1 1 f J H_ OR PAVEMENT BEING PLACED. URE 4*W 11 11 11 11 11 11 11 11 11 11 11 1 I'll H4 111 HH'HR+HHH++' 1111111 111 14+H WF H +7 2 J. A t� t A CONTRACTOR SHALL VERIFY EIP ELEVATIONS ADJACENT TO THE SANITARY SEWER MANHOLES TO ENS THAT MANHOLE TOPS ARE CONSISTENT WITH THE ADJACENT PROPOSED CURB ELEVATIONS. t -RLIkE SA 8" DI WATE.. EXISTING AC Y WORKSHEETS OF ALL ROADWAYS, MANHOLE TOPS AND t 3- CONTRACTOR SHALL PROVIDE ENGINEER SURVE GINEERING t DRAINAGE STRUCTURES PRIOR TO INSTALLATION!OF E/P, DRAINAGE, OR UTILITIES TO COLLINS EN %: V, -INTO EXISTING 9" WATERLINE PROPOSED W HPLEASANT TIE SUB-2019-0007 XISTING RWSA 12" DI WATERLINE. FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. COLLINS ENGINEERING SHALL VERIFY ALL SURVEY GREEN PHASE I ROAD & UTILITY PLAN 'VE-L.:RQAD -XISTING RWSA'12" DI WATERLINE SHEETS TO ENSURE POSITIVE DRAINAGE AND PROPER ELEVATIONS FOR CONSTRUCTION. RY AND WATERLINE EASEMENTS SHALL BE DEDICATED TO AC 4. ALL PROPOSED SANITA SA FOR PUBLIC USE. EXISTING RAILROAD A 5. ALL WATERLINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. g� .4 A a4 4 A �f 7 w za ai _2w _w ----------- w _w -, W w _w , ---�rw l l" . - w q A w w % t4 7 4 w :tl 4 m j PAO0OSE6`UN'DE'R 'PLEASANT GREEN, OPEN SPACE mi4 5 j J A ,_:f— L . .' . . ' , "W A 3t J N W� v .4 _p j A UTILITY PLANS SUB-2019-00071' P, ROPOSED CLUBKOUSE 't A %% TOT ,LOT AREA AND" 7- REATIbN rltL p" A il A ACTIVE�REC A J �4 j j Ul A� A m SH -3, 0 rSC 0 T R. COLLINS�?, U No. 35791 IK re 0. C, \0 01VAL D !;R z _j z ti! Ce ff Ak 02 z 0 < z Lu 0 tL- rz 1—f 2: z u U) uj 2_1 ca M U) 0 U r_ ff Aft 0 k-1 > U) 2_ uj Lu ce En A Cr. El I I I QT_ a uj uj 0� a� Lu Lu 0) z mom CY5 0) N 11gr CY) am wN 0 Cy) N w z ROPOSED UNDER PLEASANT GREEN BLOW -OFF P 4— PHASE I ROAD & UTILITY PLANS SUB-2019-00071 LA W W W �w A % W U) w w 1R. T PP,0009ED'UNDER PLEASANT GREEN, �j tI a 'FIRE HYDRAN PROPOSED PHASE LINE (TYPICAL) 16F -4 If PHASE I ROAD & UTILITY PLANS SUB-2019-00071., Lu 3 �tl 1 A j �4 `1 q 2 f 44 0 -i s A PHASE 11 LOT, 71�11 20'UTILITY EASEMENT .B. 5264, PG. 297 PRIVATE ALLEY ROAD CONSTRUCTION tj PROPOSED UNDER PLEASANT GREEN—., LWLI -2019-00071 LOT. PHASE I ROAD & UTILITY PLANS SUB 0 uj 2o'UTILITY j, D.B. 5264, PG. 297 A li Z; -44 LLA Lu I Cl) A jA a LLJ ____j Zi .4 LOT LLJ 8" DI WATERLINE OROPOSED UNDER PLEASANT GREE 44 �'MAT AL51 E E E S x ts FIRE HYDRANT PROPOSED UNDER PLEASANT GREEN PHASE I ROAD & UTILITY PLANS SUB-2019-00071 N U) -2019-00071 PHASE I ROAD & UTILITY PLANS SUB 71 �OT uj A P" "A'O"E 11 ER SERVICE LATERAL (TYP.) T. L M, -.4 id SANITARY SEWER PROPOSED UNDER PLEASANT GREEN NNITARY SEWER SERVICE LATERA L (T Y P 26.- _4 PHASE I ROAD & UTILITY PLANS - SUB-2019-00071 CD C:) 'K OPEN SPA t, DUPREE STREET ROAD CONSTRUCTION IJ .":, - 44 PROPOSED UNDER PLEASANT GREE AREA Es i 'I-li -t -A j �4 -2019-00071 t4 ll h. PHASE I ROAD & UTILITY PLANS SUB —N SPACE EA C I �'Dl WATERLINE PROPOSED UNDER PLEASANT GREEN PHASE I ROAD & UTILITY PLANS SUB-2019-00071 4 ATER SERVICE LATERAL (TYP.) AR- -I N. �OT`: I I / "I A V ;r -'A s-v ITARY SEWER SERVICE LATERAL (TYP.) A ALSTON STIR EET ROAD CONSTRUCTION GRAPHIC SCALE x, Lb't PROPOSED UNDER PLEASANT GREEN -PHASE I ROAD & UTILITY PLANS SUB-2019-00071 15 30 60 IN ED UNDER PLEASANT GREEN 0 N'_ ITILITY PLANS SUB-2 .19 8" DI WATERLINE PROPOSED NDER PLEASANT GREEN 41 A "'A W !019-00071 ILITY PLANS SUB-2019-00071 IASE I ROAD. UT. IN FEET L T� F I RE HYD I D UNDER PLEASANT GRE inch 30 f t. "Al J SU PHASE I ROAD & UTILITY PLANS B-201 9- P07 77- -------------- .11 A �4 A A j 0 M N LJ zl l 1, " , , I 11 A FIRE HYDRANT PROPOSED UNDER PLEASANT GREEN I wF-1 :4 PHAS -2019-00071 iJ �b j Lij ;E I ROAD & UTILITY PLANS SUB fK'(f'RWSA 12" DI WATERLINIE A" :EXIST 'd _x Z )T'- A N .4 \6- A �l app- �A A �W il WATERLINE PROPOSED UNDER PLEASANT GREEN--�- v HASE I ROAD & UTILITY PLANS SUB-2019-00071 �l z) ti .1� 4 4 1 j A .11, A o Ov b N RY SEWER SERVICE LATERAL (TYP.) j -SANITA �if N -All P A S,E,, I j N �4 j A 3 A z ..v I �4 Z4 A -4 J �i ERVICE ATER, V 'WATER SERVICE T lk �j 1 4 A A a ,1 -'4 A .1 4 TO.' X 't, y y-gv T WATER SERVICE LATERAL (TYP.), 2 o' T �j LITY EAS'EMENT! 13.13. 5264, PG. 297 K, Z_ E NT GREEN .34, FIRE HYDRANT PROPOSED NbER PLE PHASE I ROAD & UTILITY PLANS SUB-2019-00071 SILVEA, I L 6" SDR-26 PVC SANITARY SEWER LATERAL sr. TMP SANITARY SEWER PROPOSED UNDER PLEASANT GREEN 0.255 ROPOSE D WITH PLEASAN GREEN PHASE I (OAD &UTILITY PLAN - SUB-2019-00071 PHASE I ROAD & UTILITY PLANS - SUB-2019-00071 DB 4436, PC 302 Lot" 0 _g Z . . . . . . OT. Xl a .4. -26 PVC SANITA RY SEWER LATERAL, 6" SDR N, '. �-ROPOSED WITH PLEASAN GREEN PHASE I WST D A CRITZ RNELL ROAD & UTILITY PLAN - SUB-2oig-00072 T -91 _QQ_Q_�SQQ 8" DI WATERLINE PROPOSED UNDER PLEASANT GRE -2019-00 71 2 PHASE I ROAD & UTILITY PLANS SUB ff XISTING RWSA 3.2" DI WATERLINE A LO X\ a w 0 Lu uj V) 41 0 182154 SCALE I =30 ��Ml 5 Vh A� PHASE 11 PUMP -LOLO I 111m HOUS 20'UTILITY EASEMENT jD,B. 5264, PG. 297 PRIVATE ALLEY ROAD CONSTRUCTION A PROPOSED UNDER PLEASANT GREEN---,,, LOT. PHASE I ROAD & UTILITY PLANS S;UB-2019-00071,1- -''20'UTILITY EASEMENT Rr' PG. 297 D.B. 5264, .'LOT V T. L7 7 20'UTILITY EASEMENT HLINE SEE S FIRE HYDRANT PROPOSED UNDER PLEASANT GREEN PG. 297 I N -2019-00071 D.B. 5264, PHASE I ROAD & UTILITY PLANS SUB LQT SERVICE LATE id. ELA T "H AS E I I . . - -i 1� - . . .:Loi� RAL (TYP.) A �4 LOT % SHEA, DANIEL F OR A �j a TMP 056AII-01-00-0 00 LOT SANITARY SEWER PROPOSED UNDER� PLEASANT GREEN 0.464 ac. 26.' NITARY SEWER SERVICE LATERAL (TYP.) - SUB-2019-00071 PHASE I ROAD & UTILITY PLANS D8 2413, PG 214 V A& -A R EA 8 DUPREE STREET ROAD CONSTRUCTION OREN SRA T PROPOSED UNDER PLEASANT GREE PHASE I ROAD & UTILITY PLANS SUB-2019-000711 y�w (j) '07- OP EN SPACE L 6" DI WATERLINE PROPOSED UNDER PLEASANT GREEN AREA C A PHASE I ROAD & UTILITY PLANS SUB-2019-00071 AATER SERVICE LATERAL k I y P.) r 6-T SANITARY SEWER SERVICE LATERAL (TYP.) j AV li 115 �j .9 1, 1---- ALSTON STREET ROAD CONSTRUCTION 7�3 ROPOSED UNDER PLEASANT GREEN -PHASE I ROAD & UTILITY PLANS SUB-2019-00071 FIRE HYDRANT PROPOSED UNDER PLEASANT GREEN PHASE I ROAD & UTILITY PLANS SUB-2019-00071 5" Ul WATERLINE PROPOSED UNDER PLEASANT GREEN j Ole PHASE I ROAD & UTILITY PLANS SUB-2019-00071 41, TO 'o I IRE HYDRANT PROPOSED UNDER PLEASA� -2019-0007 -;k) PHASE I ROAD & UTILITY PLANS SUB BLOW -OFF PROPOSED UNDER PLEASANT GREEN PHASE I ROAD & UTILITY PLANS SUB-2019-00071 ZELLER, RY IN TMP ubbAl —00-032AO rwx, 02 ac -LOT - Po- R D13 2194, PG 6 4 '.-SANITARY SEWER PROPOSED UNDER PLEASANT GREEN PHASE I ROAD & UTILITY PLANS - SUB-2019-00071 .0 �01 UTILITY EASEMERT D. B. 5264, PG. 2 gr .v 4 (D 8" DI WATERLINE PROPOSED UNDER PLEASANT GREEN PHASE I ROAD & UTILITY PLAN S SUB-2019-00071 -�A J XV ;.4 , 01 uQ PHASE 11 V: u v �l �A J VUE REALTY PARTNERS LLC TMP 05600-00-00-11500 .�j D6 4856, PG 582 21.854 ac. (D o(o ol� EXISTING STREA EXISTING FEMA LAIN joo'YR FLOODPLAIN a (o \d� (0) EXISTING loo' SANITARY SEWER PROPOSED UNDER PLEASANT GREEN STREAM BUFFER 00 SUB-2019-00071 PHASE I ROAD & UTILITY PLANS CONNECTOR ROAD CONSTRUCTION PROPOSED UNDER PLEASANT GREE - SUB-2019-00058 2o'UTILITY EASEMENT_/ o(o CONNECTOR ROAD PLANS D.B. 5264, PG. 297 V co) (D (D a OTE. THE (5) EXISTING TER METERS THAT HAVE BEEN INSTA EDALONG ORCHARD DRIVE SHALL EABANDONED. (D (D (D GRAPHIC SCALE (D 3D 0 15 30 60 120 (D (D IN FEET I inch = 30 ft. tIIrOT-T IILI ItIIIIIIIIIIIA. OTT S�� ISCOTT COLLIN ILI, IU No. 35791 IIF I 111111111111H]l 11 11 1111HIIIIIII'lit-111 11 111111111 1 1 1 1 1 1z II01VAL ILd Ld ItIIIIIz . ... . ... . . . V) IlEXI-STING.R-A-lLR0AD, R E z tL 7, AIM W, ------ -------------- �� .1 — , , g 4 -------- w < w z ASANT GREEN ul �iGRADING PROPOSED WITH PLE -,PHASE I ROAD & UTILITY PLAN - SUB-2019-00071 q _ f.v w ce 02 x 'j U) Aw uj 0 G U) 'PROPOSED WITH PLEASANT GREEN PHASE BERMS FOR LANDSCAPING & SCREENIN AGEEASEMENT %n ROAD & UTILITY PLAN - SUB-2019-00071 -:4 D-8- 52b4, P(2- 297 p A J 0 NLu U) li 7. Lu ce -00. 28. CL AR-12.9,.- 20 PRIVATE uj _-_--DRAINAGE EASEMENT PG. 297 -1.13.13- 5264, > MCCOMB 8TRE& I JCTIO PROPOSED UNDER PLEASANT GREEN 4v. .739 -2019-OOC PHASE I ROAD & UTILITY PLANS SUB 0 "N j 41 p AS-E, 1� 0 IN 'Lij FE. GRADING PROPOSED WITH PLEASANT GREEN (n r \_ ��\ Lu .4 SUB-20:Lg-OVV/A HASE I ROAD & UTILITY PLAN g., 'PUB I DRA IN GE EASEMENt'- 'PUB I v to' PUB Lu-� 0 LL ._.B. 5264, PG. 297 v STORM SEWER PROPOSED WITH ROPOSED PRIVATE YARD DRAIN SYSTEM.,� 29 1 :0i PLEASANT GREEN PHASE I ROA 4 Lq & UTILITY PLAN - SUB-20-19-00071 SILVEA EASEMENT ROPOSED io'PRIVATE DRAINAGE > 0 T_ TMP 056Al 0 00 06AO 0 0.255 ac. DB 4436, PC 302 cl? (y) 12 N0 CL 01 LLj 0 I0 DARNELL 0) ll�� CRITZ —01 r) nzrnn TMP w 'ORM SEWER PROPOSED WITH al 1.205 PLEASANT GREEN PHASE I ROAD 0 DB WB1 62, yr UTILITY PLAN - SUB-2019-00072 Cq < ui ;.7Z3- NT 0 2o'PUBLIC DRAINAGE EASEME ui D.B. 5264, PG. 297 U. _w U) W GRADING PROPOSED WITH,-,,— w W �—�_�___"`PLEASANT GREEN PHASE I ROAD PHA E LINE (TYP.) 3 � .4 �j LLJ & UTILITY PLAN - SUB-203.9-00071 0 20'PRIVATE DRAINAGE EASEMENT D.B. 5264, FU. 297 Il.7 -7 PHASE 11 STORM SEWER PROPOSED WITH Lu 0 RO POSED :Lo'PRIVATE DRAINAGE EASEMENT 0 :3 PLEASANT GREEN PHASE I ROA & UTIILITY PLAN - SUB-2019-00071 7 73� P IVATE ALLEY ROAD CONSTRUCTION ROPOSED PRIVATE YARD DRAIN SYSTEM PROPOSED UNDER PLEASANT GREE 0071 PHASE I ROAD & UTILITY PLANS SUB-2019-0 NOTE: SLOPES STEEPER THAN 3:1 SHALL _�,_ . & CL BE PLANTED WITH NATIVE STEEP SLOPE MIX WITH ANNUAL RYEGRASS BY F_ ERNST CONSERVATION SEEDS AT A RATE V A OF 6o LBS PE ACRE, OR 3. LB PER i,000 ;F. UJ FE ......... . . ... ul )POSED WITH PLEASANT GIREE-1 ry GRADING PR Ld Ld LLJ SUB-2019-0007 uj PHASE I ROAD & UTILITY PLAN '4 A z uj Ld PROPOSED LIMITS OF V) =7,x PHASE I TREE CLEARING \ ---i\ ''. STORM SEWER PRC IT GRADING PROPOSED WITH PLEASANT GREEN qf PHm.-.)r- I ROAD & UTILITY PLAN - SUB-20'19 AR PLEASANT GREEN PHASE I ROA & UTILITY PLAN - SUB-2019-00071 0 IVAI G, R= 5 EASEME LINE'--- EE SHEET 8 0 5264, PG. 297 UJI .0 A CL n4 PHASE 11 0 1.20. 7�46 I> u x GRADING PROPOSED WITH kSANT GREEN PHASE I ROAD MCCOMB STREET ROAD CONSTRUCTI LLj PROPOSED UNDER PLEASAN C) ALSTON STREET ROAD CONSf—RUOTION -2019-0007:1 & UTILITY PLAN - SUB DUPREE STREET ROAD CONSTRUC-11-11 y`D_ -2019-00071 clq PROPOSEDUNDERf PHASE I ROAD & UTILITY PLANS SUB PROPOSED UNDER PLEASANT GF -2019-Mll PHASE I ROAD & UTILITY PLANS SUB PHASE I ROAD & UTILITY PLANS SUB-2019-C 41 PROPOSED PRIVATE 'STORM SEWER PROPOSED WITH �3 E YARD DRAIN SYSTEM If / - ,j ;, 0 LEASANT GREEN PHASE I ROA LLJ -0 '4 UTILITY PLAN - SUB-2029-00071 -0 Lu r Ln zi �4u PUBLIC DRAINAGE EASEMENT 0 JOB NO. D.B. 5264, PG* 2 SCALE 'YD- GRAPHIC 182154 II15 30 SCALE (0 0 JIM 30 FE y SHEET NO. Y*. U) 7 1- 30 ft. PASE 11 NOTE: ROOF DRAINS FROM HOUSES WITH REAR YARDS THAT HAVE 2:3. SLOPES MUST ROPOSED 2o'PRIVATE DRAINAGE EASEMENT TIE-IN TO A PROPOSED YARD DRAIN SYSTEM. ':72 .4 PRIVATE ALLEY ROAD CONSTRUCTION STORM SEWER PROPOSED WITH PROPOSED UNDER PLEASANT GREE ROPOSED PRIVATE YARD DRAIN SYSTEM PLEASANT GREEN PHASE I RO PHAS,E I ROAD & UTILITY PLANS SUB-2019-00071 & UTILITY PLAN - SUB-2019-0 0 LOT. 07 NOTE: SLOPES STEEPER THAN 3.3. SHALL BE PLANTED WITH NATIVE STEEP SLOPE MIX 41 1 ul ANNUAL RYEGRASS BY ERNST CONSERVATION SEEDS AT A RATE T j '6o LBS PER ACRE, OR:L LB PER3.,000 SF. FE- GRADING PROPOSED WITH PLEASANT GREEN-' PHASE I ROAD & UTILITY PLAN - SUB-2mg-0007i�_ LOT' 'y LOT PROPOSED LIMITS,�Fr_ 0' GRADING PROPOSED WITH PLEASANT PHASE I TREE CLEARING 7/ `.-.-%.PHASE I ROAD & UTILITY PLAN - SUB-2019-00071 v 7 7..33. 1 S5 SHEET7 2o'PRIVATE DRAINAUr- tA�)t:Mt:N I LINE J21.q7 2D.B. 52.64, PG. 297 Nd 'X _`7 PHASE 11 R: :=721'�Ob A Q> A A j A ADING PROPOSED WITH 6' q-§ A ;TREET ROAD CONST UCTION SANT G RE EN PHASE I ROAD bUPREE STREET ROAD CONSTRUCTION UTILITY PLAN - SUB-2019-00073. v I' PROPOSED UNDER PLEASANT GREEN a PROPOSED UNDER PLEASANT GREEN 2,* PHASE I ROAD& UTILITY PLANS SUB-2019-U0071 J: I , PHASE I ROAD & UTILITY PLANS SUB-2019-00071 .4 k POSED PRIVATE j.. PRO T DRAIN SYSTEM '.,STORM SEWER PROPOSED WITH LEASANT GREEN PHASE I ROAD 67A., �OT & UTILITY PLAN - SUB-2 019-00071/ All, 14, A ;A 20 rUDLIC DRAINAGE EASEM 1141.1 34R=� D.B. 5264, PG. 297 A A �A �A Y 2 D.. LOT E=71 ---U' L B Zj-', AR f 4 gy 08 A� A 'D E Z=7i5. . 6( Lo LOT" OT 3.2- V 1, ..24- o'PUBLIC DR '06.0c PG. 297 3.5264, j fiX. V LOT. PROPOSED YARD DRAI -45 YD- 7 V uv;�, �'N �797,33 A A- V',f-,-� X S V,N F_ ROPOSED PRIVATE YARD DRAIN SYSTEM V. "��PROPOSED i 'PRIVATE DRAINAGE EASEMENT IA (D (0 % left (D 47. (D (D (D GRADING PROPOSED WItH PLEASANT GR sm (D -203.Q-00072 PHASE I ROAD & UTILITY PLAN - SUB 14% LOT -PF, ul.;)V. (D �JA 'PHASE 11 0(0(0 u'PUBLIC DRAINAGE EASEMENT,---' D.B. 5264, PIG. 297 f j A:, 5 1 ORM SEWER PROPOSED WITH A .4 PLEASANT GREEN PHASE I ROA A , I I �_ �,:,: A J & UTILITY PLAN - SUB-2019-00071-�-,�, EXISTING STREA EXISTING FEMAioo-YEAR FLOODPLAIN A BIO-FILTER PROPOSED WITH PLEASANT GREEN PHASE I VSMP PLAN - WPO-2019-00003 EXISTING 2oo' 0 y. a a �,, STREAM BUFFER 00 00 CONNECTOR ROAD CONSTRUCTION PROPOSED UNDER PLEASANT GREEN----' >'.:'SWM EASEMENT (0 D.B. 5264, CONNECTOR ROAD PLANS - SUB-2019-00058 j� PG. 297 G ,j (D _k� GRADINU PROPOSED UNDER PLEASANT GREEN CONNECTOR ROAD PLANS - SUB-2019-00058 a GRAPHIC SCAL� 120 30 0 15 30 IN FEET/) 1 inch 30 ft. SHEA, DANIEL F OR Al ELA TMP 056Al- 1-0 0.464 0_0 00 ac. D13 2413, PG 214 PIPE INFORMATION INLET INFORMATION STIR. NO DIA. LENGTH* SLOPE INVERT INV UERIAL INLET TYPE RIM ELEVATION YD-D YD-B 706.00 51.75 1.9 702.00 HDPE YD-A 12" CLEANOUT 707.00 YD-E 18" YARD DRAIN 706.00 14.25 0.56% 703.25 703.00 HOPE YD-F 18.11 705.00 3 YD-S 8 87.00 0.57% 722.00 721.50 HOPE YD-R 726.00 8 117.25 0.64% 721.50 720.75 HDPE HOPE 16' YARD DRAIN 725.00 YD-O 18" YARD DRAIN 724.50 8 64.50 2.06% 719.33 718.00 HOPE 8 67.50 5.93% 718.00 714.00 HUPE YD-M 18" YARD DRAIN 717.00 8 714.00 710.00 HOPE YD-L 18" YARD DRAIN 713.00 8 52.50 9.52% 710.00 705.00 HOPE YD-K 18" YARD DRAIN 708.00 31.00 1.61% 705.00 704.50 HOPE YD-J 10 66.00 1.52% 704.50 703.50 HOPE YD-I 1WYARD DRAIN 708.00 10 68.00 3.68% 703.50 701.00 HOPE YD-H 18" YARD DRAIN 704.00 j 8.73% tv-].vv uMvu HOPE YD-G 18" YARD DRAIN 697.00 12 43.75 1.14% 695.00 694.50 HOPE YD-T 24" YARD DRAILI 729.00 8 33.34 15.00% 726.00 721.00 HOPE I YSCOTT R. COLLINS No. 35791 1��,*�OIVAL L z z 0 < r 0 U Ln 5 Lu 0 > U) uj ce w L 11 Design War: 10 Project; Plea�ant Gfue Phasc I Job 4: W2154 Vruparcd by: A M I., pf-- INLET STATION OUTLET WATER SURFACE ELEV i,. D,, (�q zw sa) Iff JL)Nc.,rj(.)N LOSS FINAL H INI.F-r WATF.R SURFACE ELEV. RIM ELEV QFN VIN Qi*Vi vi2� Hi ANGLE HL th 1.311, 5Ht 0.0 YD-T 0.00 0 0 0.03 NA N.,"A 0.20 721.73 729.00 (D*).ju U.L)IU U.44 4.9 0.1 YD-0 3.7 6.7 24.57 0.7 0.24 14 0 0.34 NA N/A 0.78 696.08 697.00 696.08 68.75 10 3. 0.2 YD-1 1 3.3 6.1 20.25 0.6 0.20 5 0 0.38 NA N/A 2.01 698.09 704.00 701.67 68.00 10 3.32 0.020 1.33 6.1 0.1 YL)_I 1 2.9 53 .15.53 0.4 0.13 3 0 0,30 NA N/A 1.63 703.30 708.00 704.17 6 6. 5 (-) t 0 2.91 0.015 0.99 5.3 0.1 YD-i 2.9 53 15.53 0.4 0.15 61 0.24312 0.51 NA N.,`A 1.50 705.67 711.00 705.67 31.00 10 2.91 ).015 0.47 5.3 0.1 YD-K 2. 6 7.5 19.44 0,9 0.30 48 0.32869 0.74 NA N/A 1,21 706.87 708.00 706.87 52.50 8 2.61 1040 2.08 7.5 0.2 YD-L 2.3 6.7 15.52, 0.7 .0.24. 28 0.15185 0.61 NA N/A 2.69 709.56 713.00 710.53 69.50 8 2.33 1032 2.20 63 0.2 1 yD_M 2.1 6.0 12.58 0.6 0.20 2 0 0.37 NA N/A 2.56 713.10 717.00 714.53 67.50 8 2.10 .026 1.73 6.0 0.1 YD-N 1.9 5.3 9.988 0.4 0.16 9 0 0.30 NA NI/A 2.03 716.56 721.33 718.53 64.50 0.1 YD-O 1.7 50 U89 0.4 0.13 7 0 0.24 NA N/A 1.564 720.09 7 2 4.5) 0 720.09 53.50 8 1.73 0.017 0.94 '�.O 0.1 1 1 1 ).03 78 0.04382 .16 NA N/A 1-10 721-19 725.00 YD-Q 1.5 0.7641 0,0 0.01 6 0 051) D�002 0_18 1.5 0.0 I U-1% '_ - . ....... 0.0 1 NA N/A 0.19 721.58 726.00 722.03) K.00 0.0 _". YD-S 0.00 0 0 1 0.00 NA N!A 0.02 722.05 725.00 T_ 1 7 02. 3 6 19.25 8 0.29 1001 0.01 0.8 0.0 YD-F 0.00 0 0 0.00 NA N/A 0.01 702.38 705.00 703-76 44.25 8 039 ).001 0.04 1.1 YD-E -0.0 0:00 0 0 0.00 NA N/A 0.04 703.80 706-00 701.53 30.25 8 1.81 0.019 0.58 52 0.1 YD-A I 1 1.8 5.2 9.372 0.4 0.15 27 0.09172 0.34 NA N/A 0.92 702.45 707.00 7G2.53 51.75 8 1,81 0.019 0.99 5.2 0.1 YD-B 1.0 3.0 3.138 0.1 0.05 70 0.08517 0.24 NA N./A 1.23 703.76 706.00 703.76 43.50 8 1 1.05 .006 0.28 3.0 0.0 Yl)-(.* 1 0.3 1 1.0 0.318 0.0 0.001 27 10,00311 0.04, NA NIA 0-32 7M.08 709.00 706.53 001 0.04, 1.0 0.0 1 1 YD-D 0.00 1 0 1 0 10.001 NA I NiA 0.04 706.57 Lu U) uj Ce r-4 Lu bLu r-A Lu 0 Lu JOB NO. 182154 SCALE 1II = 30 SHEIET NO. 8 3 _j A D 0 U) r_ 0 U) CL x 0 0 Z3 1 � U) C: 0 u L. 0 0 0 0 0 0 :3 u 0 0 CL 41 0 U) -0 C: 0 CL 0 (D 0 Q L) :3 -0 CL 0 C: E _0 ,z Ld z Ld V) K _j _j CL CL x 41 r E D 0 0 41 0 u 0 (n cn 0 _0 C: 0 -- -------- gw, ............ FUTURL- A A - ------ WITH VDOT'S VIDEO CAMERA INSPEC11ON PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENL ROAD NOTES GRADING: 1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONSTRUCTION METHODS aaa 000009000" OF THIS PROJECT. TRIP GENERATION CAL L ONS 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WERE NECESSARY WITH SUITABLE MATERIAL TO THE SA SFAC ON OF TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL (8TH EDITION) 11 THE ENGINEER. oeo 50 SINGLE FAMILY DETACHED UNITS - CODE210(PHASE 1) 3. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT. OTHER 000000000000000" 00000 a,* TREES AND VEGETATION MICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. a,* 00990600090000*000 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCTION 00,00 ADT: 293 VPD (146.5 ENTER/'146.5 EXIT) 00009000000600 OF THE SUBGRADE. 22VPH (4 ENTER/ :L8 EXIT) 0 AM PEAK: 26 VPH (17 ENTER/ 9 EXIT) PM PEAK: DRAINAGE: 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF 000" ONE (1) FOOT. 2. STANDARD UNDERDRAINS (CO-1 OR CD-2 OR UD-4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR MERE FIELD CONDITIONS INDICATE. 3. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE NTH THE VIRGINIA DEPARTMENT OF TRANSPORTAION SPECIFICATIONS UNLESS OTHERWISE NOTED ON PLANS. 0 4. ALL DRAINAGE EASEMENT SHALL BE CI FARED AND GRADED TO THE SATISFAC11ON OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. PAVEMENT- 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECTION GENERAL CONSTRUCTION NOTES FOR STREETS 1 . CONSTRUCTON INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY, U! THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL 0 3. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. 4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE 17-1 FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. MERE URBAN CROSS SECTONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT 5. CG-9(A, B OR C). 6. 0 A: MERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-1. TI T`H 7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SEC ONS AS SHOWN ON E TYPICAL PAVEMENT SEC11ON DETAIL, SHALL BE STRICTLY ADHERED TO. 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 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 PROPERTY NUMBERING ORDINANCE AND MANUAL LL THE DEVELOPER MEN, 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTA ED BY IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER To PROVIDE SAFE AND CONVENIENT ACCESS. 11. THE SPEED WITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS y", DETERMINED BY VDOT FOR PUBLIC ROADS. 12. VDOT STANDARD CD-1 OR CD-2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE Pavement Design RF== 1. 0 Location ADT HCV Design ADT CBR SSV Dr Stuface III a Base b a Sub -base III a Dp McComb Street (Public Road) 400 2 420 4 4 11.74 SM-9.5 L5 2.25 BM-25 3 2.25 21A 6 0.6 13.73 Alston Street (Public Road) 770 2 I 790 1 4 4 13.94--SIM-9.5 1.5 2.25 BM-25 3 2.25 21A 6 0.6 13.73 Dupree Street (Public Road) 200 2 220 4 4 9.49 SM-9.5 1.5 2.25 - BM-25 3 2.25 21A 6 0.6 13.73 Privat All1ey 150 2 170 4 4 8.$9 SM-9.5 11.5 _�2.25 BM-25 13 _]2.25 21A 0.6 13.7 3-1 2. . SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACnON BEFORE BASE IS PLACED. 3. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED FOR ROADS FOR TYPE 1, 11, OR III PRIOR TO PLACING AGGREGATE BASE. THAT ARE PROPOSED TO BE STATE MAINTAINED: 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS BEGINNING AT THE COMPLETION OF THE INSTALLATION OF THE AGGREGATE BASE. IN THE EVENT THAT THE I. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT 15 COVERED. SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, THE PUGMILL REQUIREMENT WILL APPLY. ALBEMARLE COUNTY I!. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE BEING COVERED. GENERAL CONSTRUCTION NOTES III. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE PLACEMENT OF ROADBED BASE MATERIALS. 1. PRIOR TO ANY CONS7RUC770N WTHIN ANY EXISTING PUBLIC RIGHT -OF -WA Y, INaUDING CONNEC17ON M7 ANY EA7S77WG ROAD, A PERMIT SHALL BE OBTAINED FROM THE WR6YNIA DEPARTMENT OF TRANSPORTA77ON (MOT) IHIS PLAN AS IV. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, SHALL BE DRAW MAY NOT ACCURA7ELY REFLECT 7HE REQUIREMEMS OF THE PERMIT WIERE ANY DISCREPANCIES OCCUR THE COMPLETED AND APPROVED BEFORETHE PAVEMENT STRUCTURE IS PLACED. 2. REQUIREMEMS OF 7HE PERMIT SHALL GOWRN. ALL MA 7ERIALS AND CON57RUCRON METHODS SHALL CONFORM TO CURRENT SPEaRCA 77ONS AND STANDARDS OF WOT v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE APPROVED PAVEMENT UNLESS 07HERWSE N07E DESIGN, PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES, FOLLOWED BY FIELD DENSITY AND J EROSION AND SILTA77ON CON7ROL MEASURES SHALL BE PROWDE ED IN ACCORDANCE NTH THE APPROWD EROSION MOISTURE TESTS AND THE PLACEMENT OFA PAVING COURSE AS SOON AS POSSIBLE. CON7ROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR 0 ER C S UC 7H ON TR 770N. 4. ALL SLOPES AND DIS7ZIRRED AREAS ARE 70 BE FER77LIZED, 5EVED, AND MULCMD. vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OF THE FINAL 5 THE MAXIMUM ALLOWABLE StOff IS 2.-1 (HaWONTAL- R CAL). W 71 WERE REASONABLY OBTAINABLE, LESSER SLOPES OF INSPECTION. 1 OR BETTER ARE TO BE ACHIEKD. 6 PA 0, RIP -RAP OR STABILIZA 77ON UA T UNED DITCH MA Y BE REQUIRED WIEN IN 7HE OPINION OF T HE COUNTY ENGINEER, vii. THE CONTRACTOR 15 RESPONSIBLE FOR CONTACTING VDOTA MINIMUM OF ONE WEEK PRIOR TO EACH OF THE OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION. Z ALL TRAMC C0N7ROt S16YVS SHALL CONFORM WTH THE WGINIA MANUAL FOR UNIFORM NAfFIC CON7ROL DEWCES 8 UNLESS OTHERMSE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS /M viii. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL TESTING OF THE 9. ALL E XCA VA 77ON FOR UNDERGROUND PIPE INSTALLA 7701V MUST COMPt Y NTH OSHA STANDARDS FOR THE CONS77?UC77ON ROADS ATTHE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING ELIGIBLE FOR STATE INDUSIRY (29 CFR PART 1926). MAINTENANCE. PROPOSED LANDSCAPING TO NOTE. UTIUZE OUTER S OF PLANTING STRIP PER S CLEAR ZONE REQUIREMENT CG-6 CURB & GUT7ER 5' WDE CONCREIE S SIDEWALK I CLEAR ZONE I EXIST GROUND 2X 2X PLANTING STRIP 4' MOT 21A 4' r STONE BASE EXIST GROUND AASE 2.5- 10, (TRAVEL LANE) 24! F/C-F/C EXIST GROUNO 7 EXIST GROUND AV 4' CONCRE7E SYDEWALK 40 MOT 21A STONE BASE 00 9a. 9 00 % HAN010APPED SPACES SHALL BE IDEN77FIE0 BY ABOVE GRADE SIGIVS AS RESERVED Fat? RESERVED PARKING PHMCALLY HANDICAPPED P&RsON& PROVIDE ONE (1) R-7-8 SIGN A r EACH HANDICAPPED PARKING SPACE INDICA7ED ON S17E PLAN. RESERVED PARKING SIGN WLL BE ALUMINUM (PAW7ED W11E) ff7H WEEN LUffRS AND INffRNATIONAL WEELCHAIR SYMBOL. 7HE CEN7ER OF SIGN SHALL BE AT LEAST RW (5) FEET ABOVE GRADE, BUT NO E HIGHER MAN SEWN (7) FEET ABOVE GRADE. I I SIGN SHALL BE PLACED ON STEEL POST 1-112' fif PAIN7ED BLACK SET /IV 12- OF GONGREIE. TOW AWAY ZONE TWICAL ACCESSIBLE SIGNS SHALL CONFORM 70 ADA REQUIRE74EN TS VAN ACCESSIBLE $100 - 1500 FINE IS100 - $5001 FINE j HANDICAPPED PARKING SIGNS POINT OF FINISHED GRADE CG-6 CURB & OUT7ER 5' WDE CONCRE7E 6x MIN. CLEAR ZONE SIDEW" SURFACE 2X 2X _J�i_�EXIST GROU�N 61111 6' PLANTING 4 7r STRIP 4" MOT 21A -1 SUBBASE 5712w SMNEBASE 6 - 5--1- EXIST GROUND 10, .0 (TRAVEL LANE) R/N TZP16WL NffligHBORN00.0 STRPFT S.NCTIOW (49 R/�P) .4z.yyvff -Fr"" 4.ffP MIF",r ff1B1W 6W-AFSdR "S1PAATf4L & AffXTP LWA' 711BV1;r1S.A9N ST",ff 0ffSf6Fff SPffror Aff &Pff BlIZ711-00T PWR"jW OffZJV 6' PLANTING STRIP 4' CG-6 CURB & GUTTER (PARKING 2X BASE 10' (TRAVEL LANE) I CA POINT OF CG-6 FINISHED GRADE CURB & GU SURFACE 2x __'��SVBUASE 10' (TRAVEL LANE) R/W 4' COINCREff SIDEWALK 6' PLANTING STRIP 4- r 4' MOT 21A STWE BASE �A TrFIC14Z iVT16!H.80Rff00,0 FTRffffT Yff MOW (56 R110�) *=&.8 ST"" (fflB"C JW.4,0) '=!hr ASwPA.'&,0.- ff &P11 0S_ A515W.R "ITZPA'"I" & JfIXXV USA' A5Z1BV1V1AS'10ff ASTM" PAI P14AWAV Off OffIf .7110e ONLr R1W NO SCALE TOP OF CURB 4� 2 R ..1 4 , , I . I.. a A 4 4' A. A . . A 4 7#0 A 4 4 A .: I 6A? 2f \VDOT #57,#68, OR #78 STANDARD CG-6 STONE BASE UNDER CURB CURB & GU TTER & CHECKED BY VDOT PRIOR TO PAVING AND/OR No SCALE BACKFILLING. Sit13 oo,.a .09,00.000 1,::..* ':' � : ..... 000.0.0 0,0 o ao a oa a a 0900a 700000000.00.0900 00 00. Twouloft GEN EORATION K F 1 =100' I WIDTH OF CO-96 T... C Y, WIDTH Of ENTRANCE 1:1j EXISTING OR FROP05ED EXPANSION JOINT SIDEWALK OR SIDEWALK SPACE F F 4- 2� - u, 1z U EXPANSION JOINT - E M 0 0 CURB INCLUDED IN 1 ENTRANCE CUTTER 5 1z FLOW LINE EXPANSION ENTRANC JOINIT ,I. S ,RABL� V,,D� MSOLUT MINIMUM 12' EDGE OF PAVEMENT UMITS OF PEO. "'IT OF P Efl Lk ACCE 555 ROUTE IN Ems C ESS 3 NO VNPAVED SPACE N -IR,! i:: iLAIILE UNPAVED SPACE WIDTH OF ENTRAi4CE I 12i PED GUTjW)) NON-T4N, MMPELE.il I LIM] . TS OF PED. ACCESS ROUTE M PEDESTRIAN ACCESS ROUTE DETAIL WITH & WITHOUT UNPAVED SPACE ADDITIONAL RJURr-cc- HE LIM17S Al 5 REP-E.."E'N., OF FEDESTRIMI ACCEA ROUTE BEYOND EXISTING OR PROPOSED vOqT RI HT�OF WAY. I R W PEDESTRIAN ACCESS ROUTIES PROVIDE A CONTINUOUS UNOBSTRUCTED. STABLE, M RESIST ANT CONN C AL TING M p OF A L ACCESSIVE'LEVE FPAACTPHLITY FRAT CAN BE APPROACH�D. EMENRTESE) AND USED BY FEOESTRI�MNS.11` ACCESS ROUTE IS ADJACENT I C - TO BACK OF _UR8 INIMUM WIDTH SHOULD BC 6. SECTION F-F HALF PLAN C _*_j Yk IF PEDESTRIAN ACCESS BEING ROUT @0 D, A MINMUM 4, PROYIDS 7RAVERSAIDLARE IDTH 15 REQUIRED WITH A MAX. V CROSS SLOPE. USED 111H STANDMD PARABOLIC CO 3 OR M7, 'THT CURTB FACE ON T HIS Uw E K - :STANDARD S 70 BE ADJUSTED TO �ATCH THE 6URVE MOUNTA8LE` CURB CONFIGURATION, 7. NORMAL G TTER ---------- - x x SECTION E-E woz TO 10% CHANGE 5 AS CLAS H.E.S.) CONC. 45" ArCR, BAZE TYPE I SIZE 21B 12% MAX. SLOPE POINT OF GRADE CHNjGE FOR CURB AND CUTTER ONLY FOR 51.0_EWfiLT( CURB AN GUTTER x x 12 Y MAXIMUM INCREASE IN SLOPE AT MINNUM 10' INTERVAL U" !_4 SECTION C-C X X X 3 Y MAXIMUM DECREASE IN SLOPE FOR FIRST IWINTERVAL AND P 9 MA)MAUM DECREASE FOR SUCCEEDING WNIMUM 10' INTERVALS SECTION D-D IF 5PECFICATION REFERENCE STANDARD ENTRANCE CUTTER XVDOT D, BRIOCEPTAN.OATIDS REVISION DATE ET I VIRGINIA DEPARTMENT OF TRANSPORTATION 2" SM-9.5 SURFACE( (VARIABLE WD7H) 8" 21-A BASE COUF 4 CONC. COMPACM SUBGRADE 4" 21-A STONE BASE ASPHALT PA\ANG EMERGENCY ACCESS ROAD CONCRETE SIDEWALK NO SCALE NO SCALE POINT OF CG_6 GRADE CURB & GU T7ER FINISHED Rlw CG_6 AV Ap A &_W hf, TYPICAL SINGLE FAMILY ATTACHED UNIT DETAIL :WREAR SETBACK ......... . . . . . . . . . . . . ... . . . . . . he . . . . V) . . . . .. . . . . . . . �ji J . . . . . . . I iol MIN . . . . . . BUILD-I-NG' EPA 101 . . . TT . . . . . . L 0 Z 0 01- 1 . id Uw -. '. % '. '.,. % % FRONT k2 SETBACK ....... NOTE, WHEN A PACE 11112,1,ESS ROUTE CROS! ES AL MCE COT THE CROSS SLOPE SHALL BE 21 FOR X WIDTH OF 5 FEET: (RADIUS TO 8E AS -STREET APP SAME SURFACING CI AS MAINUNEROACH GENERAL NOTES SHOWN ON PLANS) ROADWAY (SEE NOTE J) 61 1 1. ftEN SED IN CONjUNCTiON -AiTH STANDARD CO-3 - - - - - - TRAIN S TO BE AS S-O,'*'N ON PLANS) OR CGU7. THE CURB FACE ON THIS STANDARD IS TO BE ADJUSTED TO MATCH THE MOUNTABLE CUR13 CO-2 OR CG_6 CONFIGURATION. T I 2, SEE STAUAT GO 12 FOR CURB RAMP DESIGN TQ BE SIDEWALK USED WIIH S S-TANDARO. ISIDEWALK NLSEE GTE 5) OP11,1NAL UNPAVED SPACE ,LD, 'L 'LL LINE 3. MAINLINE PAVECIEPIT ASHALSUBE CONSTRUCTED TO THE R.'w LINE (E.X E N 8GRADE STABILIZATION EXPANSION REQUIRED FOR MAINUNE PAVELCNT WHICH CAN BE OMITTED IN THE ENTAMCE.T JOINT EXPANSION JOINT IAL AT 4. RAU CURB OR CCUBIN [ON CURB AND CUTTER NOTE� 01IDTH "B' Z-01, OR. As MAINLINE ROADWAY SHALL N T BE CONSTRUCTED BEYOND THE R1W LINE EXCEPTOFOR REFLACEMENTPURPOSES. SHOWN ON TYPICAL SECTION- AJ�- PLAN VIEW ENTRMCE NOTES 5. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE "NLINE ROADWAY $LOPE TURNING RFOUREMENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC. THE DEPTH FOR SOEWALK &.CURB RAMPS 10' PARABOLIC CURVE (ENTRANCE ONLY) "N I E LUIS OF THE RADISHOULD EFE 'TO ED EDGE OF PAVEMENT OR a z MAk. D IW.1 E AS TO 7". iSEE CG-131 OPTIONAL FLOW GRADE CHANCE S. PLANS ARE TO INDICATE WHEN CON[SIRMHON OF A FLOW ISEE LINE 15 REQUIRED, TO PROYIDE POSITIVE DRAINAGE ACROSS MAINLINE ROADWAY - - - - - - - - - NOTE 7T THE ENTRANCE. 8% MAX. CRADE CHANG M 0 7. THE DE E AND MAXJMUM ENTRANCE GRADE C14ANVES - D ARE�IML ED IN THE AL LOW ABLE ENTRANCE CRADE TABLE. THESE VALUES ARE NOT APPLICA13LE TO STREET 20'UNINIUM FOR ECTIO INTERSECTION NOTES M CONSTRUCT CRADE CHANCES WITH A PARABOUC CURVE. 8. WHEN CC -it IS USED FOR STREET CONNECTION$, THE CONNECTION MUST BE DESIGNED IN ACCORDANCE WITH AASHTEO PANDOTEHSE APPLICABLE REQUIREMENTS SECTION A - A UP&OUTCY TH RG a IV OF , WAN INCLUDING STOPPING GN SIGHT DISTANCE AND K VALUE REQUIREMENTS, 9. I1P1,1T11,1 FL 11TA0Y PRE UIRE WARPING OF A DA OWL"IE 11 11 Pon N or GUTTER OVIDE POSITIVE DRAINAGE ACROSS THE INTERSECTION. ALLOWA8LE ENTRANCE GRADE CHANGES CLASS CONCR E (H.E.5, SECTION C-C ENTRANCE. VOLUME� GRADE CHANGE DESiRABLE MAXIMUM FICH WORE THAN 1500 VPO 0% 3% 1 6% .56% a%- NOTEt ALLOWABLE EATRANCE GRADE TABLE 15 NOT SPEOFICATI APPLICABLE STREET CONNECTIONS REFERENC XV00T METHOD OF TREATMENT ROAD AND BRIDGE.STANDARDS (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRA CES) 50z REVISION DATE. SIAEF I I OF I VIRGINA DEPARTMENT OF TRANSPORTATION 20,3.04 SCOTT R. COLLINS�� No. 35791 z 0 INVA L FR z z TH t; V) 0 4- 0 LU U) rz 0 L9 41 z Z z Uj a) U) U V) IAj a z 0 0 41 Uj Ce (n ce LU In rz 0 U L_ 0 11 UL -0 Lu in 6 5 .9 .2 F3 0 0 LU *4 E 0 C: 0 C z > 0 C 6 0) 04 0 CL co "T Uj U074 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL I I /,\ INITIAL BACKFILL BEDDING $STONE cmArloN IRIEQUIREIIIIENT. DATE - 0 - R CR . M STABLE SOIL L * i 0 / 1"4 ROCK 1 .,EucE . 7 GRADATION REQUIlmm" PA CURB . AN 1 0 WTTER TTOM OF IHE TR�N-.H. REMOVE ALL VED SHIOULPER SECTIO" SCRAPE THE 60 STONES TO INSURE THE PIPE DOEWT REST ON ROCK AND THEN dOMPACT THE SOIL OR PROVIDE A 44 BEDDING or #68 STONE, FOUNDATION IN POOR SOIL UNDER -CUT CONDITION L I 10-A UR To EL910W To Pre is PIF*w;E6 CONNE I`Ka� LIE 4 INITIAL BACKFILL HtkMTAP T, #68 STONE -SECTION 1-1 ;F6. :fN4 RANULAR FILL AS APPROVED BY ACSA PAY LmTS C �IMULL. SOIL OR !Ck-�' FOR QUTLXT Pft� To mm, 45MEWIT" LHOW EW trypa) NOTE OUTLET PIPE 1A10 ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. W scAuE 2.NG ROCKS LARQER THAN 6" IN ANY DIMENS101N SHALL BE ALLOWED AB!OVE THE INITIAL BACKFIL.,L. .HE INIIIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LJFTS, PAVEMFNT'E 4-NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED ARDS STAN. �RD lkvt" IN TPF TRENCH, NIS AS ttWUQMfi SHALL BE CLUTEMID W)M CM NO QUT71H PIPE SIZE DEGREE 0 1 F BEND DIMENSIONS (FEET) VOL. CU.yD. TEE AND PLUGS FEET) VOL- CU. YD. BEND L H I T L H T go 2,5Q 2.50 :5.01 0.24 4- 6" '4b 22 1/2 2.00 1.50 212$ 2-00 �-'60 2.52 0 , 15 0110 2-00 Z25 2.50 0.15 11 1/4 1.50 2.0 0 2.50 0.10 90 3,66 3.16 3.21 0.48 45 22 1/2 2.66 1 * 66- 2.60 2.16 177 2.69 0.26 OJ 3 3,16 2.91 2.66 0.32 11 1/4 1.66 2.16 2.67 0.13 1 1 90 453 3.0 3.112 0.813 1 D" & 12,, 4.5 3:33 3.613 2.95 0.43 3.EJ3 4,00 2.83 0.52 22 1 2.33 2�51]1 2.813 0.24 11 1/1 1,83 -.2.321 E84 0.18 AMi A30 MP HEX NUT ASi� A5118 (IYP) UNDIST09ED. EARTH UNDISTURBED 2 - 3/4^ DIA SCIL (TYP) ALL-WIRFAD RV v WATER MAtN 6 VALVE PLACE T GALVANIZED WITNIESS ' POST "T'I CAPPED ENDS PAINTED EILLIF IN REMOTE AREAS AS DIRECTED. MARKER LOCATION MAY BE SUBJECT To HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADF, T H d SCOTT . COLLINS No. 35791 It, � i /p lu 18"-22" 90)( ADJUSTABLE TRAFFIC RATED UNDISTURBED EARIH-j fiffi 7 CV, FT. ALVE it VALVE: BOX W/ LID Z WYE FITTI GS #68 STONE-1 OINVAL ly- bi t., CIALS. A-3 CONCRETE: U-1 0j, - Z MEGA -LUG 6". QATE 0 VALVE Z all X V, D, CONCRETE BASF AND 'nIRUST 0 BLOCK AGAINST UNDISTURBED EARTH-1 UNDISIUR89D STABLE M '4' GAIE VALVE SQIL, STEE�L PILE T 24" L. lRiKICH RESTRAINED jOINT FITTINGS MIN :I- WDTH --W"N WHEN THE $OIL IS DISTURBED OR WHEN A HYDRANT IS LOCATU IN A FILL� IN ADDITIDN Z) TO POURING CONCRETE' A STEEL PILE SHAIL BE USED AS AnnITIrNVii Q 0010T q < 0 NOTE, HYDRANT MUST 13E EQUIPFEO WIIH CHARLOTTES- VILLE THRCADS WHICH IS d THE LOCAL STANDARD. ( !0 MIN f(,VLEN07H OF BRANCH VARIES 2' TO 10' WATM 3P. L9 NOTE I , SURROUND. WE11' HOLES WITH GIRAVEL AND KEEP FREE OF CONCRETE 2600 P,SAI 2. MAINTAIN A 3 1/2' MA COVER FROL THE ItAiN TO THE FIRE HYDRANT CON00E A Xx 2' BEARING AREA. INCLUDING OITCHIES. 3. FINISHED GRADE SHA2L SLOPE AWAY FROM THE FIRE HYDRANT AND THRUST BLOCK 4 LL 0 CL X NOTE: VALVE BOX, 1. ALL ROT)S AID FASIEhER3 5H&L DC GIVEN TWO COATS CIF ASPHALTIO PANT AFTER ASSEMIsLy� 4, THE GATE VALNE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT 15 NOT ALLOWED IN TIHE DITCH� A -'4 ' 4 Z U) 2- P�ONIRACTOR SHALL ENSURE THAT THE CQLIJNH SEARS ArAtNST UNDISTURBED SOIL FOR THE MINIMUM 5, FIRE HYDRANTS SHALL BE INSTALLED AT LOCATJQN5 WHERE WEEP 0 < Z Uj 41 DIMENSION SHOWN. HQ-9S ARE ABOVE- THE PREVAILING GROUNDWATER ELEVP.TION, IF 3. DIMENSIONS SHOWN EIMND THE TREINCH WIDTH ARE A�SCLVTE MINIMUM. IF THE TRENCH WIDTIJ IS LARO'ER DURING CQNSTRUcTo,,4, THE cuLLAR DIMENSIONS $HALL INCRMSE ACCORDINGLY. REQUIRED TO BE IN WET AREAS, JHE WEEP HOLES SHALL BE PWGC9D MD -THE HYD'RANT' SHALL BE PUMPED DRY. in Z 0 5, BELL HOLES SHALL BE DUG Oui IN ALL CASES. GRADE. 1, THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CH.I\NGES DIRECTION, CHANGES NOTE t IN REMOTE AREAS, V4NLVF BOXES SHALL EXTEND 'SIX (6) INCHES ABOVE q ED U SIZE, DEAD ENDS AND �,T VALVES. U) W in 2. V.SE p.5po P.S.I. CONCRETE. Ul 'MILL, NCRETE SHALL BE POURED ON ANY PART OF 1flE JOINT. CROSS ANQUOR RESTRAINTS EQJR VALV�S Z UK 3. NO Coi 111FE1 . .1 DUCTILE IRON WATER TYPIQAL FIRE HYDRANT AS$EMBLY DETAIL TYPICAL CATE VALVE tvr: r4 4 culi Cunst. PIK. 70 4. THE CONSULTING IENGINEER SHALL bE RESPONSI13LE TO THE VERIFY THE TYPE SIZE OF BE OrAzil Z of 101 LN, UP4011 ALL THRUST aocks. WS NTS 0 0 PIPE INSTALLATION BEDDING I s�mmzi i.mii CONCRETE THRUST BLOCKS Fig. W3C 1710. W-4 FIG. W-5 (f) Z U irr -4 NITS NTS > CQMBfNATION UNDERDRAINI CD�l AT LOWER END OF FIG. W-2 FIG; -3 ------ V, CENTER LINE SECTION TRAVEL Lvit� rMTH TYPE smE61 m4feroAq 'ID-2 TU-3 TD--8 Uj I I ms TRENCH- PLACEMW SWBAsE 7 LEd MA:TERTAL IYk I CRIE Z, #�TAMOEQATE, 48 ACGRECAT9 (A CRV 0 lid G".�fjoq ReQutnew-Him PLAN VIEW 407EXT,�E ORAJHA�t FAOK 11PLACEEMENT OF CO-1,00)VIlIBINATION UNDERDRAIN) -77 PYEMEAI:WA� 4 BASE, EASE OR 4 0 0�*90, swbxj� SF1 "a SmCmAVE .,a "- "'WIZ L'IT A"TA K.140R - 101 77��. 157 AMQATE; 46 A3CREGAT9.v- 11ILFSHIED 1. 44LESS Vh�* kLY IN=AWM.NAT)ON kNEI`IDWRYIXL NOT BE. A , M 4 RADE ARE. STABWEI), 7- JBIENCH sHALL at: F.ILLEG.WkjH AsaptCeE M0, THRCLICNLY HUM. tAW-Co To NON-FFRFORNTED OUTLET PIPE 3.. CLIFLET POE; sH�i B9G44 AT THE-EXUa V THE IR�VEL t-W PAVEMENT WWU BE PLAill) ON 4% GRXE PARALLEL TO IW- 5HOLEDER 5LOPE 2 X MOm 0 X FuR UnVERORA10,-TBEY W UL �UK;AIEO SO A� 10 CA M... WO PRW- 99 AIAMCL�W� IS ro BZ kMeli ENIIX PAVEJAE111 AA9� A ONtf, !70 LOW SP SUO C� Pt '70 PSI )44 G. CIN Al ROEW Fi* "' oun, A "Am OF r�r ABOV� V1110 W ISO WWAG�QPQU OR STRUCILRE. JNW- ELEV N'4 .7� ALL YES, ETC). W.111 PA Qq�lucl PIPE ME 70 k #14,L rH", ms Ium - *Ks 5B of - At sAIVE: A�, � Tit Wmv PIPE, XXX t1f % It S RtET To 81 ii.twLy C0444CIM 70 E*71209 OTHER DMINAGE STANDARD COMBINATION UNDERDRAIN 2R END O.F CUT.,S) 701 of v" t Co- 2 d1?L LIMITS OF PAY FOR TOP OuTtr PIPE P'4MENY -SUBOASE 0, FILL - 50rRACE FILL N UNDEADRAN CrYPIC SHOULDER UNE� EDGE OF PAVEMEN� go. COMBINATION UNDERDIRAIN CO-2 ON FILLS TRAVEL LANE CENTER LINE SECTION (WITH TYPE I SELECT MATERIAL) EDGE OF PAVEMENr SHOULDER UK TRENCH PLACEMENT F-�- �41 �Tr.F FIL�L ( 7 F 4 - PAV. SURFACE i BASE UIATS OF PAY FOR SUBBASE OUTLET PIPE PLAN VIEW SHOWING PLACEMENT OF -*-SELECT MATERIAL TYPIErORX j -s' ..,EGATE, Ila AGGREGATE OR CRUSHED CD-2 UNDERDRAIN GLASS WETING #8 GRADATION RE001REMENTS, CEO NON -PERFORATED OUTLET PIPE EIR FABRIC OR TYPE OF PIPE CRUSHING STRENGTH I T]4.. ROM. OUMgTER[0j% SMOOTH WAI Pvc I.to,31 153 NOLL CIMETERI -PAVEMENT SURFACE & SASE iSMOOTH WALL FE I I "o PSI HNN 70 �<- SUBBASE OR CEMENT STAEILRED INWASE -SELECT MATERIAL TYPEZ OR SUBGRME Wle"T OR LIUE STABILIZED) X WALL TFIKIKINESS MIN) - INCHES 7 AGUREGATE, #a AOGREGATE OR CRUSHED )INXTEOTED ACCORDING 70 ASIM 0-2412 AT 5XIDEFLECTIOR, OLA33 METINQ 08 CRADATION REQUIREMENTS. to GENERAL NOTES I. 'TRENCH SMALL 13E FILLED MH AGGREGATE MD THROUGI-ILY HAND TAMPED TO ANSURE CONFACTINESS. APPROACH SLA-8 PAVEMENT 2. (aLI'LET PIPE SR&L BEGIN AT THE EDGE OF THIE TRAVEL LANE PAVEMENT AND !WALL BE PLACED ON A GRADE PARALLEL TO THE SHOULDER SLOPE 2 X MN. (31 IDESIRABLE1 ORPnE, 35.2 SUBBASE .3. ION CUREI AND CUTTER SECTIONS WHERE It IS IMPOSSIBLE TO GTWRWrE PROVIDE (OUTLETS FOR UNDERIDRANS, Thl�? ARE TO BE LOCATED 80 AS TO CRAIN INTO CROP INLETS OR MANICLES. GREGATE BASE UAINERIA- TYPE 1 4. -ON SUPERELEVATED SE)OTIONS.IREWH IS TO BE UNDER ENTIRE PAVEMENT AREA IZE NO. 218 Is," WIN. DEPTH) IWITH OUTLET PIPE ON LOW SIDE %LY. 5. ANIVERT' ELEVATION AT OUTLET END OF OUTLET PIPE TO BE A MINIMUM OF V-O" ABOVE UNVEIRT ELEVATION OF RECEIVING URAINAaE DITCH OR STRUCRUNE. PLACEMENT OF CD-2 UNDERDIRATIN AT & ALL CONNECTIONS (ELBOWS, METCJ IVITHIN PAY LIMITS FOR OUTLET PIPE A9E TO BRIDGE APPROACH SLABS i0e OF THE SAME CRUSHING OTH AS THE CVTLEr PIPE. 7. �QUTUET FIPE 10 BE SECIXIELY CONNECTED TO EW-i2OR OTHER DRAINAGE 3VIUCTURE. SPECIFICKNO REFERENCE STANDARD COMBINATION UNDERDRAIN 232 (AT GRADE SAGS MD BRIDGE APPROACHES) !01 VIRGINIA DEPARTMENT Of TRANSPORTATION 701 ILL! L 41 07 FRAME & COVER cc C: (SEE FIG. S-I-D,E) VARIES VALVE BOX, 0 41 DINAETER BRANCH STREET SURFACE OR AND VALVE NON -PAVED AREA COVER LIFT NOTCH SLOPED AREA 14 1/2' -M.Jr PLIJO L ILL! 12 3/E�' I -- U) 6 12 1/2- VARIE�S\ V-0" MAX 3000 PSI CONC. BASE 10.4 .9 > 2*-0 BENCH SLOPEQ TO FLOW CHANNEL 1/4�' =WATER 1, MIN RUBBER COATED STEEL 0 WATER MAIN \\-�RETRAINFD JOINT FITTINGS MIN S.T�PS CAST IN PLACE 0 CAST RON LID 18' MEIER BOX PRECAST REINFORCED 'TI QNS 1 J 12--MIN ON-LINE CONCRETE SEC BRANCH "0' RING sLALs ---------- _1 6' MA 0 (TYPE -B") MINIMUM ELEVATION 12" 0 51, 0 DIFFERENCE ACROSS FROM INLET TO OUTLET SHALL 13L G,2Q FEET. Lij cn �VARIES THREADED COUPLING CONCRETE- VARIES 2" T-1 BRASS NIPPLE AND PVC DEPTH OF FLOW t M!J�ija PVC SLEEVE CHANNE! - TO BE CAP .3/,1. DIAMEIER OF LUBRICATE ALL THHia� CoINTRI13UTING 0 61, EXTENSION THRUST BLOCK 16 SEWER. 5: METER BOX (SEE FIG, W-7) VERT A SMOOTH -11 A FILLETED IN FLEXIBLE CONNECTIO NOTE; :3 IRANSITION OF I -LOW BETWEEN VALVE 0 1 -0 PIPE Sj,.OT NO, 57 STONE INLET & OUTLET PIPE SHALL BE VAIH STAIN;-ESS STEEL ALL CONNECTIONS TO f4ol - EXISTING MANHOLES sHALL 6 (2 PLACES) PROVIDED, MIN. 9" BE DING BAND BE CORED AND A FLEXIBLE J. FITTING 2" PIPE SLOPED NOTE W/ NO. 68 STONE TO DRAIN IF CONNECIII)IN " BOOT 1, BEDDING THICKNESS REQUIREMENT SHOWN, IS MINIMUM AND SHALL BE GRADE ALLOWS :D INSTALLED HE CONSULTANT FOR THE sOIL CONDITION1 2' BRASS PIPE SPECIFICALLY DETERMINED BY T VA R 1111 VARIES 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE Asphalt Pavement Restoration Detail for Open Cat Utility Installations I' COMPRESSION N J/4' WALE PIPE 0=PutG OR APPROVE!) FOUAL tUR OSE ON ATTAOICO SWLE FAMILY ANU RRIdATIC14 =VIMS. WWUU41IAL SMWCES OR DUAL REGCCNDAL 1�.J.Z. TEE NOT. ;e -7 DVAL SERVICE V SqkMESWU - 5/4� ktALE PIPE CWPU49 013 APPROM EGUAL Im ell SOFT CORRIOR FOK U.'"f OH DETACHED MHO E EMILY ........ ... RANAINH SINQLE aMPF. 1�'�.404s ALL BE 05W on I-vu Pwl�. UD ,6�Eu GRAD. MIN. Asphalt Pavement Restoration Detail for Open Cat Utility Installations I' COMPRESSION N J/4' WALE PIPE 0=PutG OR APPROVE!) FOUAL tUR OSE ON ATTAOICO SWLE FAMILY ANU RRIdATIC14 =VIMS. WWUU41IAL SMWCES OR DUAL REGCCNDAL 1�.J.Z. TEE NOT. ;e -7 DVAL SERVICE V SqkMESWU - 5/4� ktALE PIPE CWPU49 013 APPROM EGUAL Im ell SOFT CORRIOR FOK U.'"f OH DETACHED MHO E EMILY ........ ... RANAINH SINQLE aMPF. 1�'�.404s ALL BE 05W on I-vu Pwl�. UD ,6�Eu GRAD. MIN. N,11 -E f2gSrARY QR DUST UtX'm hj !�kw 9OX VIP WM (2�[ACH xvimv ruomss) ION STON MX QOT mo, am Na 57 qoR.F.am TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FIG. W-6A PAIII &resurface" Mill &fesurfavu... 12. _7 I Im-cul exI,IIgpaVemGn1 tolne full depth of asphalt / phalt Concrete Surface Materia 75total asphalt 12 �ifl concfetepavernent We depth of existing asphaftconcrete, T-V m1n. whichevetisgreatef 1.5, min. Sub-Dirso course depth _Snail fie jorof eqUallo cielpthof existing suti-lbase. whicheyeris greater 12' Bencti t2'12'6ench Horizontal ancivertfical surfaces shall be tacked with RC-25a liquid Min.. MITI, aspnialt at a fate -of 0.1 gation pa r NOTES* SY, or as determined bythe district 30nninstrators designee Asphalt Concrete Surface Material: SM-9.5.A far AOT 10,000 Select MateralType twith miunuumCBR= 30 SM-11,513 forAOT 10,900 The district administrator's designee shall de[L�runinethe Class I backrillmaterialinaccordance with SecUon 302 of the Road andBridge restaiation requirements for other pavement types. Spedficatioas " Trerich vvidthand pipe bedding shall be In No. 26 of 27 aggregate pipe bedding in accordancawilftVIDOT S.td. PB-1 accofdance-Virith Sections 205 & 302 of the Road and Bridge S pocificalions *** 12 Inches mininnumbeyand the edge at the trench on longitudinal open cuts, or 25 feet mullaturn beyond the trench renterlineon perpendicular open Cut$, Or as dateralinedlaythe district aldmirristralofs clesignpa. Date. August Z7. 2014 Not to Scale NOTES: -WATER MAIN AND VALVE 2" THREADED TAP EXTENUED OR NON-FXTENDE�0 BASES. > (1) A 1-3/4- VIAMIETER HOLE IS REQUIRED IN THE LID FOR -TOUCH READ METERS, ARE SAME 517-E 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS To BE SEALED & GROUTED a) 0 -PLUG INSIDE AND OUT. TYPICAL MANHOLE PLAN Zm m 70 DEAD END TYPICAL MANHOLE SECTION SHOWING BRANCH TIE IN LyPICAL METER E� XES TYPE "A") 71'--IN QL SHQWING BRANCH 0) (5/8'-1 METERS) NTS N 0 CL TYPICAL 13LOW-OFF ASSEMBLY I.- NTS FIG. S-1-A FIG. S-1�13 D CL FIG. W-7 INTS FIG. W-6 TD-215 lb-27 TD-13 ID-19 I Uj r\1 (4) 1' (25mm) DIA IHOLES ON 32 3/4�. (821.4mm') DIA BOLT IRCLE. 0 1 . f25mrn) Z X 0 0 0 M Cn -n > 27 1/2" DIA 1 1/2- 26 11/4�- pIA 7 m [667mml [170MMI 24* DIA 28 7/16' CIA < [722mrpj 116MM3 FRAME SECTION 2" (51mm) LMER5 (RECESSED FLUSH) 1 1/2- c3arnmj 1 1/8" (29mm) Db\ BOSS DIA 1 1/g- nmj [38mm) DIA 3 1/a" SKET L79mrnj 23" DIA 25� VIA 0.3 rnT] O.D. OF COAS% MOVE SECTION (4� 31; (251-) CIA It= 0 27 ltZ* UA 25 1/4� OA 24' DIA 24 ?/IS- OIA V�mj --------- I 11�jnirl I 35" UA 26" - ml - 13/16, 1 1/2 FRAME 6ECTION m LUIEIS DrEC"D F1.115R) 7F 0 22 13/11P 0 24" 1 316� [633n*q 0 11/10- -1 a/16- O.D. OF QKT DROOVE Cm DOLT [i 7mm F [14mmj S�OTIOUVIEW 1/4' (61fM) QLA NEOPRENE WKET sm PUAIL (2) WSHR: 1/16 X Va x I I/Z CORED R'� R =elm (2ffll 1platla-1 1" 1/2 ss pkxsAn [5m 40D' 1A. I. m 8.� PARTI OQQO12W LEMM 53 DIA, RTAINIESS MUL two WZHK V6 T I= 00 PLAN VIrW -1 1/8* k2gm) Ell, 9= 03mm PART#00981ZIa PICKSAR A LOCKLUG HOLE DETAIL nUT HX VB-i I ZN h%LK Nolw: Ppmf 09-0125+ 1. Au MANHOLES VATIRN 102YCAR, OR LOChM IN ASPZ Wa�EGT To FLOWIM STWI HAVE W111n1mQHT MIME COVEFL (%Nur M )Am 5/4-11 ZN FOR WATER BE 'GNUD -P III 00=22B AV$ WESEEUm 10 FR LUCS CH QTAR ASS04BLY, jobit LUCA WU TYPICAL WATERTIGHT Amr) maj 00mrqS MANHOLE FRAME & COVER LOCK LUG ASSEMBLY N.T.8 pl(�Q+E W 0 P 41 0 W C<N > W Ld 'v Z C3 > UL. V) CL U) LLJ 0 Zry Uj co 0 V) CL LLJ -4� 0 0 Z E m Z w Uj L11 F.: Uj Z LU LLI Z LU Ld V) U) 0 F- 4- L- 0 ACSA GENERAL WATER& SEWER CONDITIONS (JUNE27,2019) mmi W 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPERACSA OFFICIALS AT THE START OF THE WORK. 2. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FORTHE PURPOSE OF IMAGERY COLLECTION. 3. 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. X 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 0 uj C) 5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY, 0 C-4 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 7. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT W LINES, SERVICE LATERALS AND WATER LINES, ETC. 8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. U E 9. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 0 10. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. -0 11. THE CONTRACTOR SHALLIBE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4,2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING rn -0 WATER AGT). U 12. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING 0 REQUIREMENTS. VISUAL INSPECTION OF THE SEWER LATERAL STUB -OUT SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER JOB NO. 182154 PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 13. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF THE SEWER LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING SCALE 0 INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 14. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE SHALL BEWITNESSED BYTHE NJ/rA-% COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. SHEEr NO. U) (D 15. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA. 10 SE Z X 0 0 0 M Cn -n > 27 1/2" DIA 1 1/2- 26 11/4�- pIA 7 m [667mml [170MMI 24* DIA 28 7/16' CIA < [722mrpj 116MM3 FRAME SECTION 2" (51mm) LMER5 (RECESSED FLUSH) 1 1/2- c3arnmj 1 1/8" (29mm) Db\ BOSS DIA 1 1/g- nmj [38mm) DIA 3 1/a" SKET L79mrnj 23" DIA 25� VIA 0.3 rnT] O.D. OF COAS% MOVE SECTION (4� 31; (251-) CIA It= 0 27 ltZ* UA 25 1/4� OA 24' DIA 24 ?/IS- OIA V�mj --------- I 11�jnirl I 35" UA 26" - ml - 13/16, 1 1/2 FRAME 6ECTION m LUIEIS DrEC"D F1.115R) 7F 0 22 13/11P 0 24" 1 316� [633n*q 0 11/10- -1 a/16- O.D. OF QKT DROOVE Cm DOLT [i 7mm F [14mmj S�OTIOUVIEW 1/4' (61fM) QLA NEOPRENE WKET sm PUAIL (2) WSHR: 1/16 X Va x I I/Z CORED R'� R =elm (2ffll 1platla-1 1" 1/2 ss pkxsAn [5m 40D' 1A. I. m 8.� PARTI OQQO12W LEMM 53 DIA, RTAINIESS MUL two WZHK V6 T I= 00 PLAN VIrW -1 1/8* k2gm) Ell, 9= 03mm PART#00981ZIa PICKSAR A LOCKLUG HOLE DETAIL nUT HX VB-i I ZN h%LK Nolw: Ppmf 09-0125+ 1. Au MANHOLES VATIRN 102YCAR, OR LOChM IN ASPZ Wa�EGT To FLOWIM STWI HAVE W111n1mQHT MIME COVEFL (%Nur M )Am 5/4-11 ZN FOR WATER BE 'GNUD -P III 00=22B AV$ WESEEUm 10 FR LUCS CH QTAR ASS04BLY, jobit LUCA WU TYPICAL WATERTIGHT Amr) maj 00mrqS MANHOLE FRAME & COVER LOCK LUG ASSEMBLY N.T.8 pl(�Q+E W 0 P 41 0 W C<N > W Ld 'v Z C3 > UL. V) CL U) LLJ 0 Zry Uj co 0 V) CL LLJ -4� 0 0 Z E m Z w Uj L11 F.: Uj Z LU LLI Z LU Ld V) U) 0 F- 4- L- 0 ACSA GENERAL WATER& SEWER CONDITIONS (JUNE27,2019) mmi W 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPERACSA OFFICIALS AT THE START OF THE WORK. 2. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FORTHE PURPOSE OF IMAGERY COLLECTION. 3. 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. X 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 0 uj C) 5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY, 0 C-4 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 7. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT W LINES, SERVICE LATERALS AND WATER LINES, ETC. 8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. U E 9. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 0 10. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. -0 11. THE CONTRACTOR SHALLIBE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4,2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING rn -0 WATER AGT). U 12. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING 0 REQUIREMENTS. VISUAL INSPECTION OF THE SEWER LATERAL STUB -OUT SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER JOB NO. 182154 PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 13. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF THE SEWER LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING SCALE 0 INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 14. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE SHALL BEWITNESSED BYTHE NJ/rA-% COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. SHEEr NO. U) (D 15. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA. 10 SE 1 1/2- c3arnmj 1 1/8" (29mm) Db\ BOSS DIA 1 1/g- nmj [38mm) DIA 3 1/a" SKET L79mrnj 23" DIA 25� VIA 0.3 rnT] O.D. OF COAS% MOVE SECTION (4� 31; (251-) CIA It= 0 27 ltZ* UA 25 1/4� OA 24' DIA 24 ?/IS- OIA V�mj --------- I 11�jnirl I 35" UA 26" - ml - 13/16, 1 1/2 FRAME 6ECTION m LUIEIS DrEC"D F1.115R) 7F 0 22 13/11P 0 24" 1 316� [633n*q 0 11/10- -1 a/16- O.D. OF QKT DROOVE Cm DOLT [i 7mm F [14mmj S�OTIOUVIEW 1/4' (61fM) QLA NEOPRENE WKET sm PUAIL (2) WSHR: 1/16 X Va x I I/Z CORED R'� R =elm (2ffll 1platla-1 1" 1/2 ss pkxsAn [5m 40D' 1A. I. m 8.� PARTI OQQO12W LEMM 53 DIA, RTAINIESS MUL two WZHK V6 T I= 00 PLAN VIrW -1 1/8* k2gm) Ell, 9= 03mm PART#00981ZIa PICKSAR A LOCKLUG HOLE DETAIL nUT HX VB-i I ZN h%LK Nolw: Ppmf 09-0125+ 1. Au MANHOLES VATIRN 102YCAR, OR LOChM IN ASPZ Wa�EGT To FLOWIM STWI HAVE W111n1mQHT MIME COVEFL (%Nur M )Am 5/4-11 ZN FOR WATER BE 'GNUD -P III 00=22B AV$ WESEEUm 10 FR LUCS CH QTAR ASS04BLY, jobit LUCA WU TYPICAL WATERTIGHT Amr) maj 00mrqS MANHOLE FRAME & COVER LOCK LUG ASSEMBLY N.T.8 pl(�Q+E W 0 P 41 0 W C<N > W Ld 'v Z C3 > UL. V) CL U) LLJ 0 Zry Uj co 0 V) CL LLJ -4� 0 0 Z E m Z w Uj L11 F.: Uj Z LU LLI Z LU Ld V) U) 0 F- 4- L- 0 ACSA GENERAL WATER& SEWER CONDITIONS (JUNE27,2019) mmi W 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPERACSA OFFICIALS AT THE START OF THE WORK. 2. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FORTHE PURPOSE OF IMAGERY COLLECTION. 3. 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. X 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 0 uj C) 5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY, 0 C-4 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 7. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT W LINES, SERVICE LATERALS AND WATER LINES, ETC. 8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. U E 9. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 0 10. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. -0 11. THE CONTRACTOR SHALLIBE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4,2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING rn -0 WATER AGT). U 12. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING 0 REQUIREMENTS. VISUAL INSPECTION OF THE SEWER LATERAL STUB -OUT SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER JOB NO. 182154 PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 13. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF THE SEWER LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING SCALE 0 INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 14. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE SHALL BEWITNESSED BYTHE NJ/rA-% COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. SHEEr NO. 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'r � . , L-%-,P I.' - I -1�I'll�'��,��i.-,�.".!��'I'li� - . , . . . ... . - . . . - _�q I . . .�. , . .. 1�, . - , , .. . . . . . . . -, . . . - \ -�.�. "... Q) . . .�� (TYP) ... I . . . . . , . I �,'..�.,� � 1. - 11 . , _ x .. .. I � I " r. , � . u E I.. ,. . . '. "I �_ I .: ... . " - ...'' ...,.�%�,�- . . 14 2 (Typ) . .-i. 1 4 . . I . . . I - I I - �l , . . . .. , ":. . - Z) , � . LQTL'. I - - . . / I ( , ,1�...l...,...N,%. �%.��.... .. . .. . ll�� ) I I '.1, . 0 . - .. .. . / j N .,j "., " " ,�. Lu '. .. .... u .. - . .. . . 0-1� .11 CJ�e_ . , . . I I _'. .. �. , I , . , . b 'a . . r ." . �j A J ,ti i " - '1111 , 1 Lu �10 ... �_ . _: �j . . .�� " I // i,-.:-,,. 'N " . : �* . , . - .... L w"( I Lu _= . �. ; 11 .. , : .:. ..'� .. *,I 11 %i , Z-0 . I" 'N'', rn Lu _v I . I "" �:�i,�!�i��i�)�(�,��-",.,��\"""��, L.0 (1) � - .� 4 I -1-1 UIl;,::::: - .... ., , , . L . L p - - "'..., I � .. ., , ". . - . . .19 .. .... I I - I tn '... . . . - ., 1, . I - . . .. �� -",',`li�.xi -I, , r, .N . . 11 al .,A ;4 / 1� ]�4 r . _j - ", .'.'..'. .. . . - , . , . , . 'I,--,'- I. - I - 'Ll ; A � 1 2 = .'.- ., � �'- , .. . . . . . ) - 'L . ,V � :� , - . .. R �l ,j _q .j �is .1 V , , - . , I . 'I,- `�� . :--l./ al .9 :t! j " m = . ,.,:".,l','.% . . , . . . : . , . . . , , . ,� * u .� .. . . , , I A 7 " I ""r,. ', .. . , .. . . "Ill \ ,),� ... .. � . _ - . -.�.�..,,-_.` 0 ...'.t., I " - . . .� ., , . . , . . . ., i li /A .1� � .. - - .. ....:...,.....��.. ._. JOB NO. to 1-1 �,,.,. 1��,' , . . . . . .. � ;j i� i I I . 1.1,1-, I - , - - 'n . , , �'-'' ll� 11 , . . . 1* .. , .. ... 11 - /, .. J / . C F ,,,,,)- GRAPHIC SCALE �_-U-I'LIAP'TREE ;� . :,ts-1. 182154 -0 . - 'BNH'TRE /' . !,Rl�*i! ...,.,% . � . ��,W, \� v, v t4 " ;,...-..---.. UJI _�, C , - .-`.�-'?�':_-, ... .. W, - ,� I . ��_ -'.* a .. I .. .. - ( , 1; �111_ , (TYP) ""'..".'..., . �--, . � � I .., 1� ... L ` . 11 . , . . 11 , I I - . , Cr'Y P) , - . � �l Ju 0 15 30 60 120 m _ . . I , I T � �0�_'l " I " ' ) IN � 113, " "� 5�,�.-�........................, ll\� ___ ,�', '_�_,� I., il�. ..... �v �l " , �l / ..�.... ...r.. I I - I .,. ".."..", 0 - I . . - `� 11 I I _.. . Is .. . F EET OADCONSTRUCTION � ....... . - .... .r il - . .... . , I ... 11 ... . .. .. _.. . - SED UNDER PLEASANT GREEN ILD � I .. 1 =30 -a -,, I., . . ;;MKIIIIIIIIIIIIIIIIIIIII " .. .." -1 '----- ..... .. A OPO / --,-'- ,,�,I_l '.., / . . .,.,. . I - ,,- \ 4 . ...... . . HASE I ROAD & UTILITY PLANS SUB-20113-00071 ,, �, EET NO. Q � U) . . a) . . . .. .. . . N . . . . .. .. .. I , _`� - \ \\\ ( IN FEET ) 3.3. _.c I . . I . . . , . 1--, `,, 11 . .. . , . il. . .... , .1 "'-_,",",�§' , , , " ... . .. . . . . . __ . 1. I . .. . . - , , 0 . , , � I inch = 30 ft. V� �_ . 1. � .- , . . . , �. -------" 1--�. ", '�. '.�.-. . I , . . I . . . ., . ... ,-, "o ,,,, . . �/. .... -,, � ,� 1`�` -11�, . .....'........ . �.. 2Jk 111*11, I . , - I , --.""O., . . .. . . . .. .. . .. , ? . r . . . h � � 1_9 , . . . . . . Y�. . .. . '. -� . . . . . . . . . . . . . . . . . . 1- .:. .... � . . . , . .. .. , , , . , . . , - , - , - - . . -----. , 1. -*.... � ", . .. L `L..L---- L---\_,.;��N , . -, " .", - - � , 5 "".., .., i,�.,X, . LOY . .��".-.'.-��,'��,*.-.',.',"�.,,,-.,.� *#0 . . "'. A'..'i'..., I I., �, - .'�'. , \� . . �.,.: � .�,__ . , I x , ... , t. "I'l I 4 -.0 I \�� \ \ - I/ I'll .l.. 43`,-.,-,., . I I Lgal:?v . ", ... . - - . 11 X A 41 NASE 11 'ASUTREE PRIVATE ALLEY ROAD CONSTRUCTION 7': \-A (TYP) PROPOSED UNDER PLEASANT GREEN -2019-00071 PHASE I ROAD & UTILITY PLANS SUB XD )LLINS ��,SCOTT R. COLLIN No. 35791 ee (TYF Ito ho 005 0000 3 z 1 T- RIN Z: q. LL] �V' V) LO I., 8' 0 3 4 0 AT Ln 41 'UAP'TREE i� r_ (Typ) 'CC'TREE LOT .1, M-4 LO D A (Typ): 0 'PABTREE (TYP) County ofMbeinarle L L (I'Tandbook, p t z M-284-111-297 for U) PH aSE 11 U_ to I The fullow imp itemsshall heshown on Hie ijtan: A EN SPAC� El Tr= to �e 02 x DUPREE STREET ROAD CONSTRUCTION I TREE. Q? 0 < LU PROPOSED UNDER PLEASANT GREEN A PHASE I ROAD & UTILITY PLANS SUB-2019-000i I of, -oil /7— 0 6 A OG'TR 'CJRTREE 2. Marldu2n: C13 'ASUTREE (TIYP) 1.7 R %I Tri -intoyribb9ilatahelght� I W I q 0 All tiPAtoWsavcdsh41l Wnwkedvvithpi Icar, V bot9c UIP1111-11t9puatprp. US 'I AM' I Mint - Lij No gading shall begin unfil the qee inaLking has. bmt inspepted and approved by a County. Inspeptor. 01 (TYP) I T r-) 4. Pre-Constructlon Conterence: 0 0 rote, acto .9 ation and p rea itc. U) 4. Equipment0perati it and Stora-e: T in U) OPEN SP,,�Cr, 9� AW Uj to be,sayed� Uj j .1 M U7 Soil Erosto a 4nd Stormwa ter Detention I)evicey: 0 IBNH'TREE L_ -20- 6, Fir". 0 cryp) Fites axe not petmitted within I -A feet.of the dlipline of trees to be s�ve�. V -S I RUG I ION 0 LSTON STREET ROAD CCIN A 7. T-ROPOSED UNDER F El Toxic, materi ils shall not beitored within 100 feet if the driplim, oftreos to to savel in 6 PHASE I ROAD & UTILITY PLANS SUB-2019-00071 .-A L 9. Protective relIC1112! LO 0 Trees to be re.tauted within 40 feet ofa proposed buadixt4 or gradirG ati:vity shall be. protected by ff ad gcr 5nqti hall be. in place and t4 be inspectej �jnd 9pppwo.d by. a Cotinly lnspe0orpjiof tp gr3 in Fencing 2 Treowells, Aqw a com-huctipii zj hall �Q &tail subrai ted ioxqprovaj. fn 0 -te walls: 10. T1 be �aved. 2t tret -,pall shall be pr�,vided; aada cqii.�trociion detail '1'3 ... .'L' . . . - - . - L&". -, a 0 �%etj the grqud level most be lo. dwithi thedjiplixiea.�reoto LU.I.' 5ubluitled fol approval. 41 12- 01 11� Trenching andl'unneling: LL, A -U� i� 3as 0 U d t dow-4s far a,�ray fw�utlwt 11,soft, p zsibU T 419 ZI N�9wu ti is ivquiiv within thQ limits of ck*ng, 1 shall br B'TREE altemative whca it ig anticipated that nece��,3aty zi� E considered aian, treuching will dei", kc&r roc MGD'TREE\ kI Trj Und AV 41 Tr) 0 12. Cleanup: r_ LOT-' hall bette last items retiloved dwin g the final oleanup. 41 13. fit LUON-5,mkvxflorS j �,OTV: INTILLI I& REQ�JM E_Nf4. LU kE (DATE) > T 4/24/3-9 0) 0 0 Ilk VIP, COiSTRACT P�TRQIASER $ICNATURE (D-ATE) 0 5/1j06 page I of I .. . .. . .. . . 0) a) w 0 G CN CLCL N 'LOT. 0 Akft . . . . . . ... . Uj 2 7 I gy A uAl V. 4 tQ. PHAO"4E 11 'UAP'TREE (TYP) j UO 'k (D 00 W V OPEN -"SP`ACr-,- 'QP'TREE S -4 �s A "IMP, (TYPI A A # .4 A -1 :4 A. A 0 0 0(0(0 .4 3j �j A Ir EXISTING STREAM� U0 A u (D (D 'EXISTING FEMA ... 'A -2 loo YR FLOODPLAIN EXISTING:Loo' left STREAM BUFFER (D no PHASE I PLANT LIST SYM I COMMON NAME ;OTANICAL NAME SIZE CANOPY QUANTITY TOTAL CANOPYTREES AROG OCTOBER GLORY' RED MAPLE 10-12'HT 397 8 3176 ASL -ACERRUBRUM'OCTOBERGLOR)' LEGARY'SUGAR MAPLE ACER SACCHARUM'LEGACY' 10-12'HT 195 35 6825 BNH HERITAGURIVER BIRCH BETULA NIGRA'HERITAGE' 10-12'HT 397 8 3176 co HACKBERRY CELTIS OCCIDENTALIS 10-12'HT 124 6 744 LSR ROTUNDILOBA'AMERICAN SWEETGUM LIQUIDAMBAR STYRACIFLUA 10-12'HT 206 23 4738 NS BLACK GUM NYSSA SYLVATICA 10-12'HT 123 5 615 PAB BLOODGOOD'LONDON PLANETREE PLANTANUSXACERIFOLIA 10-12'HT 370 9 3330 TAR REDMOND'AMERICAN LINDEN TILIAAMERICANA'REDMOND 10-12'HT 191 5 955 UAP PRINCETON'ELM ULMUS AMER] CANA'P RI NCETO1 V 10-12'HT 397 23 9131 QB SWAMP WHITE OAK QUERCUS BICOLOR 10-12'HT 299 4 1196 QP WILLOW OAK QUERCUS PHELLOS 10-12'HT 370 24 8880 QS SHUIVIARD OAK QUERCUS SHUMARDI I 10-12'HT 1 329 10 3290 FLOWERING TREES I AAB AUTUMN BRILLIANCE'SERVICEBERRY AMELANCHIER X GRANDIFLORA 6-THT 130 3 390 cc EASTERN REDBUD CERCIS CANADENSIS 6-THT 124 3 372 CFAS APPALACHIAN SPRING'DOGWOOD CORNUS FLORIDA 6-7'HT 124 1 124 MGD DD BLANCHAR'SOUTHERN MAGNOLIA MAGNOLIA GRAN DI -LORA 5'HT 54 5 270 EVERGREEN TREES I __1 CJ R RADICANS' JAPANCESE CEDAR JCRYPTOMERIA JAPON I CARADI CAN S' 5'HT 123 16 1968 SHRUBS FMA MOUNT Al RY' FOTHERGI LLA FOTHERGILLA GARDENII'MOUN"r AIRY' 15-18" HT IGS SHAMROCK'INKBERRY ILEX GLABRA'SHAMROCK' 15-18" HT I- TOTALCANOPY: 49180 0 C) (D (D 0 0 j TOTALACREAGE OF SITE: 9.18 AC >1 41 (0 w CONNECTOR ROAD CONSTRUCTION TOTAL OPEN SPACE AN D RECREATIONAL ACREAGE: 3.56 AC CL PROPOSED UNDER PLEASANT GREE TOTAL CIRCULATED ACREAGE REQUIRING CANOPY: 5.62 AC (9.18 - 3.56 5.62) 0 CONNECTOR ROAD PLANS SUB-2019-00058 (0 j V) PHASE I DENSITY: 6 UNITS/ACRE (0 (D REQUIRED CANOPY: 48,961 SF (.20 5.62 AC I AC/43,560 SF) C:) TOTAL DESIGNED CANOPY: 43,890 SF I Uj C.) CONOPY BONUS (PRESERVED CANOPY): 6,150 S F ;5 49,180 + 6,150 55,330 SF 0 (D TOTAL CANOPY COVEREAGE: 0 a (0 .0 E 0 b LU V NOTE: SLOPES GREATER THAN 3:1 SHALL BE PLANTED WITH NATIVE STEEP Uj 0 ce 41 0 SLOPE MIX WITH ANNUAL RYEGRASS BY ERNST CONSERVATION SEEDS AT A 0 RATE OF 6o LBS. PER ACR, OR i LB PER i000 SF. JOB NO. 0 GRAPHIC SCALE 182154 G 15 30 50 120 SCALE 0 0 0 (D (D (D 2 =30 7i SHEEr NO. IN FEET 0 t 3.2 1 inch 30 f t. 0 - - - - - ,_ ___� --I- _ ""' �' _.� � ..."..%�.1 .1".1", _____ __� - - - _� --I- _ ______�_ � - I I � , . � .. � � .. � � . I � " -,. �, _ --.. , ,,,..-,, % " I `( . , """ � - � 1, � 1_� I , . t , � ..... . 11 � \ - " I � --- � ; - -, � . . . , , �.. , , , , _A, % � _A---, � v . . ,\ 1, , � , - , - � , � . - , � � k I— " ,,, - �� , ! . - ,F � � � .\... , 4 % , " � � " , ." - 1 . ,.:� , .. � : I . "" , I .... .1, �' \ " , 'i I " " � � - . I , I., I .1 ''. .1 . . . .. . I . 1. � � ... - I ��,. 1�, �, . 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