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HomeMy WebLinkAboutSUB202000226 Plan - Submittal (First) 2020-12-16v THURSTON GENERAL NOTES OWNER: STANLEY MARTIN COMPANIES LLC 11710 PLAZA AMERICA DRIVE, SUITE 1100 RESTON, VIRGINIA 20190 DEVELOPER: STANLEY MARTIN HOMES 404 PEOPLE PLACE, SUITE 303 CHARLOTTESVILL£, VA 22911 ENGINEER: COLLINS ENGINEERING 200 GARRETT ST, SUITF_ K CHARLOTTESVILLE, VA 22902 (434)293-3719 TAX MAP NO.: 056A1-01-00-02600 (4.744 AC) - STANLEY MARTIN COMPANIES LLC 055CO-03-00-00OA0 (16.278 AC) - STANLEY MARTIN COMPANIES LLC TOTAL AREA: 21.022 ACRES (PHASE II) NOTE. PHASE I (RECORDED IN JANUARY 2020) IS 10.377 ACRES ZONING: R-6 RESIDENTIAL, STANDARD LEVEL - CLUSTER DEVELOPMENT WITH FLOODPLAIN AND STEEP SLOPE OVERLAY DISTRICTS, PROPOSED USE: 101 SINGLE FAMILY ATTACHED RESIDENTIAL UNITS (VILLA UNITS AND TOWNHOUSE UNITS) 35 SINGLE FAMILY DETACHED RESIDENTIAL UNITS DENSITY.. ALLOWABLE DENSITY FOR STANDARD LEVEL CLUSTER DEVELOPMENT.- 6 DU/AC PHASE I RECORDED ACREAGE = 10.377 ACRES & 50 UNITS PHASE ll ACREAGE = 21.02 ACRES & 136 UNITS 31.397 ACRES x 6 UNITS / ACRE = 188 UNITS ALLOWED OVERALL DENSITY = 186 UNITS (PHASE I & I!) - 5.92 DU/AC OPEN SPACE.: TOTAL PHASE If OPEN SPACE REQUIRED (25%) = 5.26 AC TOTAL PHASE Il OPEN SPACE PROPOSED = 2.98 AC (14.2%) TOTAL PHASE I! GREENWAY AREA = Z07 AC (33.6%) TOTAL PHASE Il GREENSPACE PROPOSED = 10.05 AC (47.81') OPEN SPACE TO BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION. ALL OPEN SPACE SHALL BE RESERVED IN A DEED FOR THE COMMON USE OF LOT OWNERS IN THE SUBDIVISION AND NO OPEN SPACE IS PROPOSED TO BE DEDICATED PUBLIC SPACE. PRESERVED/MANAGED SLOPES: THE PRESERVED SLOPES AND MANAGED SLOPES ARE SHOWN ON SHEETS 2 & 3 AND SHEETS 9 THROUGH 10. THERE ARE NO IMPACTS TO PRESERVED SLOPES WITH THIS PLAN. BUILDING HEIGHTS. MAXIMUM BUILDING HEIGHTS SHALL NOT EXCEED 35 FEET SETBACKS: FRONT. 5' MINIMUM (25' MAXIMUM FROM R/W OR EDGE OF SIDEWALK) SIDE. NONE - MIN. 10' BUILDING SEPARATION (ANY BUILDING THAT EXCEEDS 35'IN HEIGHT SHALL BE SEPARATED FROM ANY OTHER BUILDING BY 10' PLUS 1' FOR EACH FOOT THE BUILDING EXCEEDS 35' IN HEIGHT) REAR: 20' MINIMUM GARAGE: 18' MINIMUM FROM THE R/W OR THE EXTERIOR EDGE OF THE SIDEWALK SUBDIVISION STREETS: CURB & GUTTER WA7ERSHED: LICKINGHOLE CREEK WATER SUPPLY WATERSHED AGRICULTURAL/ FORESTAL DISTRICT. NONE TOPO & SURVEY. THE BOUNDARY LINE, PARCEL INFORMATION AND TOPOGRAPHY WERE PROVIDED BY ROUDABUSH, GALE AND ASSOCIATES IN JANUARY OF 2019. INFORMATION WAS FIELD VERIFIED BY COLLINS ENGINEERING IN JANUARY OF 2020. DATUM: NAD 83 EXISTING VEGETATION: PARTIALLY WOODED WITH (2) RESIDENCES ON THE PROPERTY AND EXIS77NG GRAVEL DRIVEWAYS. PHASE I IS CURRENTLY UNDER CONSTRUCTION. LIGHTING: NO STREET LIGHTING IS PROPOSED WITH THE DEVELOPMENT. ALL PORCH LIGHTS MUST MEET THE REQUIREMENTS OF SECTION 4.17 AND BE BELOW 3000 LUMENS. PARKING. • 101 SFA UNITS = 202 OFF-STREET PARKING SPACES REQUIRED MINIMUM (1) DRIVEWAY SPACE + (1) GARAGE SPACE TOTAL PARKING PROVIDED: 202 OFF-STREET PARKING SPACES GUEST SPACES: 1 SPACE PER 4 UNITS = 26 SPACES REQUIRED GUEST PARKING SPACES PROVIDED: 1. ON -STREET PARKING ALONG MCCOMB = 26 SPACES 2. ON -STREET PARKING ALONG LEXI LANE = 11 SPACES TOTAL GUEST PARKING PROVIDED = 37 SPACES TOTAL PARKING REQUIRED: 202 SPACES + 26 SPACES = 228 SPACES TOTAL PARKING PROVIDED: 202 SPACES + 37 SPACES = 239 SPACES NOTE.- 7HE ADD177ONAL PARKING PROVIDED WITH THE PHASE I DEVELOPMENT DOES NOT EXCEED 20% OF THE REQUIRED PARKING. ON STREET PARKING AVAILABLE WHERE INDICATED BY SIGNAGE, SEE SITE PLAN SHEET FOR SIGNAGE ALONG LEXI LANE AND MCCOMB STREET. PHASING THIS PROPERTY SHALL BE DEVELOPED WITHIN 3 PHASES. CURRENTLY, THIS PROPOSED PLAN INCLUDES PHASE Il. PHASE I IS CURRENTLY UNDER CONSTRUCTION AND PHASE 3 WILL BE THE RESIDUE PARCELS. BUILDING SITES PARCELS 1-126 EACH CONTAIN A BUILDING SITE THAT COMPLIES WITH THE REQUIREMENTS OF SECTION 4.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE. BURIAL SITES: A CEMETERY EXISTS ON THE RESIDUE PROPERTY (PARCEL IMP 6A-1-26). THE CEMETERY SHALL REMAIN AND WILL BE PRESERVED WITH THE DEVELOPMENT. SEE EXISTING CONDITIONS AND SITE PLAN SHEETS FOR LOCATION OF CEMETERY. STREAM BUFFERS THE 100' STREAM BUFFERS SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PROTECTION ORDINANCE FLOODPLAIN: A POR77ON OF 7HE RESIDUE PROPERTY IS LOCATED WITHIN A FLOODPLAIN ZONE AS SHOWN ON FEMA MAP#51003CO229D, 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 WITH ALBEMARLE COUNTY LANDSCAPING REQUIREMENTS SET FORTH IN SECTION 32.7.9 OF THE COUNTY CODE. TRASH: EACH LOT SHALL HAVE AN INDIVIDUAL TRASH CONTAINER. RECREATION AREA: RECREATIONAL AMENITIES HAVE BEEN PROVIDED WITH THE PHASE I DEVELOPMENT, INCLUDING A CLUBHOUSE, RECREA77ONAL FIELD, AND TOT LOT. PHASE ll WILL ADD TO THESE AMENITIES WITH A PASSIVE RECREATIONAL AMENITY. A TRAILWAY SHALL BE CONSTRUCTED ALONG 7HE STREAM PROVIDING A PEDESTRIAN CORRIDOR THROUGH THE FLOODPLAIN AREA AND NATURE TRAIL. IMPERVIOUS AREAS: PROPOSED ROADWAY. 107,632 SF PROPOSED SIDEWALK: 31,251 SF PROPOSED BUILDINGS: 161,712 SF PROPOSED DRIVEWAYS.• 46,692 SF TOTAL IMPERVIOUS AREA: 347,287 SF (367 OF PHASE If PROJECT AREA) LAND AREAS: RIGHT-OF-WAY 176,676 SF (4.06 AC) LOTS 355,799 SF (8.17 AC) OPEN SPACE., 130,512 SF (3.00 AC) PLEASANT GREEN -PHASE 2 FINAL ROAD PLAN WHITEHALL DISTRICT ALBEMARLE COUNTY, VIRGINIA _ _ I I 0 ❑ I I 'I I I I II - "' - - STIN G CLING LANE - T EXII � 1 ' � I Op ------------- p 1 Sj`EF1 I--, STANLEY MARTIN COMPANIES Tc L TMP 056A1--001-00-02900 1 8 Y. - D6 5226,PG 309 °.0-0. oo----p e°p-o °ow° opoe°opo°oo°o° 00 po _ °p°pppoape p°epoe0000 p- _ P_ °p WE REALTY PARTNERS LLC o000 ogo ° - °O°0000po °Oo o° / IMP 05600 00 00-11500 p De 4856, Pc ,saz pe000 u° ooOp°oe000eoaeo 000e 0000pooe00000 eo / °OO ppYppeppp 6peepV eppppeeppppep % ee/°pays° CD i fll I I I NOTES 1) THIS PROPERTY DOES NOT LIE WITHIN AN AGRICULTURAL AND/OR FOREST DISTRICT. 2) ONLY (1) DWELLING PER LOT SHALL BE PERMITTED. 3) ALL PROPOSED EASEMENTS SHALL BE DEDICATED TO PUBLIC USE. 4) STREET TREES SHALL BE PROVIDED ALONG ALL PUBLIC STREETS 40' O.C. IN ACCORDANCE WITH VDOT AND ALBEMARLE COUNTY STANDARDS 5) THIS PROPOSED IS NOT LOCATED WITHIN A DAM INUNDATION ZONE TRIP GENERATION CALCULATIONS ADT RATE AM PEAK RATE PM PEAK RATE CODE 210: SINGLE FAMILY DETACHED UNITS 944 074 099 330.4 VPD 25.9 VPH 34.65 VPH PflOPOSED-35 DWELLING UNITS (165.2 ENTER/165.2 EXIT) 16.48 ENTER/19.42 EXIT) (21.83 ENTER/12.82 EXIT) CODE 220: SINGLE FAMILY ATTACHED UN ITS 7.32 0.46 0.56 739.32 VPD 46.46VPH 56.M VPH PROPOSED-101 DWELLING UNITS M9.66 ENTER/369.66 EXIT) (10.69 ENTER/35.77EXIT) (35.63 ENTER/20.93 EXIT) lowVPD 7136VPH 9L21VPH TOTAL: ME PROPOSED DWELLING UN ITS 534A6 ENTER/534.85 EXIT) I ll.11 ENTER/55.19EXIT) (5246 ENTER/31J EXIT) 'TRIP GENERATION CALCULATIONS BASED ON ITE TRIP GENERATION MANUAL (LOTH EDITION) SHEET LAYOUT SCALE: 1" =100' v PHASE III 9eee0 p0 0 e0 ° NOTE: IN ACCORDANCE WITH THE 2018 INTERNATIONAL FIRE CODE FOR VIRGINIA, APPENDIX D FOR FIRE APPARATUS 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 FAMILY ATTACHED UNITS FROM THE EXISTING PUBLIC ACCESS ON BLUE RIDGE AVENUE. PRIOR TO ANY ADDITIONAL UNITS BEING CONSTRUCTED ON THE PROPERTY (PHASE II), A SECOND ACCESS CONNECTION SHALL BE CONSTRUCTED TO THE DEVELOPMENT, PROVIDING TWO POINTS OF CONNECTION TO THE DEVELOPMENT. M VICINITY MAP SCALE: III=2000' / A, AFFT _ C ® (') GRAYROCK GRAYROCk" WAYLA ND JARMAN GRANT GAP ESTATES BARGAMIN PARK S REA e9 E IE LAUREL HILLS 131d L WAYLAND PARK m° PARKSIDE all VILLAGE Sheet List Table Sheet Number Sheet Title 1 COVER 2 EXISTING CONDITIONS & DEMOLITION PLAN 3 EXISTING CONDITIONS & DEMOLITION PLAN 4 OVERALL DEVELOPMENT PLAN 5 LAYOUT & UTILITY PLAN 6 LAYOUT & UTILITY PLAN 7 LAYOUT & UTILITY PLAN 8 GRADING & DRAINAGE PLAN 9 GRADING & DRAINAGE PLAN 10 GRADING & DRAINAGE PLAN 11 NOTES & DETAILS 12 NOTES & DETAILS 13 ROAD & WATERLINE PROFILES 14 ROAD & WATERLINE PROFILES 15 SANITARY SEWER PROFILES 16 SANITARY SEWER PROFILES 17 STORM SEWER PROFILES 18 STORM SEWER PROFILES 19 DRAINAGE MAP 20 DRAINAGE CALCULATIONS 21 DRAINAGE CALCULATIONS 22 SIGHT DISTANCE PROFILES 23 LANDSCAPING PLAN 24 LANDSCAPING PLAN 24 TOTAL SHEETS LEGEND EDGE OF PAVEMENT CURB PROPOSED ASPHALT PAVEMENT EXISTING VEGETATIVE/LANDSCAPE BUFFER GREEN WAY BUFFER PROPOSED EASEMENT Q DROP INLET & STRUCTURE NO. DRAINAGE PIPE BENCH MARK VDOT STANDARD STOP SIGN PROPOSED HANDICAP PARKING SPACE « PROPOSED ASPHALT STRIPING 200 EXISTING CONTOUR 200 PROPOSED CONTOUR 506.77 TC 506.21 EP PROPOSED SPOT ELEVAT70N 7BC DENOTES TOP/BACK OF CURB T/B DENOTES TOP OF BOX 506.71 TW PROPOSED SPOT ELEVATION 50627 BW TW DENOTES TOP OF WALL BW DENOTES BOTTOM OF WALL PRESERVED STEEP SLOPES MANAGED STEEP SLOPES PEDESTRIAN AND VEHICLE ACCESS PROPOSED CONCRETE PROPOSED & EXISTING GUARDRAIL PROPOSED FENCE OO O OO 100 YR. FLOODPLAIN APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNERIZONING ENGINEER INSPECTIONS A" DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY S C 0 TT1R.'1CI.%fLLINSZ H-H No. 35791 A2 12/11/20 i L9 ti CO � M C3� N d M z 1:1- Q WN J O C3) W N Q O z_j LU >^ z v) H� LU LU F- I i IN W 0Y w O v Q U W Y F- z D LU Ul - cl� LU (7D z E I— F- z Q J ~ U)LU La J� J Q 0 O O N U u LU F W lU o Lu � x a � 30B NO. 182154 SCALE AS SHOWN SHEET NO. 1 -<- -- - -- -____-- 1 — — --- - -- - I� EXISTING RAILROAD CONNECTION TO PUBLIC STREET PROPOSED UNDER, +TT1111111111111 """"""""""""' ""11""'� GRADING PROPOSED WITH PLEA _ - - -- _ _ _ FIRE HYDRANT PROPOSED UNDER PLEASANT GREEN PLEASANT GREEN I I r PLEASANT GREEN PHASE I ROAD & UTILITY PLAN - SUB-2oig-0007i' --- - -- - --- __-, i - BLOW -OFF PROPOSED UNDER PLEASANT GREEN PHASE I ROAD & UTILITY PLANS SUB-2019-00071 PHASE I ROAD & UTILITY PLAN -SUB-2019-00071 - ------- PHASE I ROAD &UTILITY PLANS SUB-2019-00071 TIE -INTO EXISTING 8"WATERLINE PROPOSED WITH PLEASANT ISTANCE TO NEAREST INTERSECTION EXISTING RWSA 12" DI WATERLINE GREEN PHASE I ROAD & UTILITY PLAN - SUB-20i 00o i NT. 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T- MH 30 + ° / ro \ TIE-IN TO EXISTING o CG-12 (TYP) ENTRANCE (TYP-) O , + / \ Fj �3 PRIVATE ALLEY zo' UTILITY EASEMENT TS ` PROPOSED FIRE HYDRANT A PROPOSED STOP\ Bq 'So / 5 / PROPOSED VDOT T. d - - D.B. 5z6 PG- z PROPOSED STOP 3 ; PROPOSED 8"x8"TEE 4, 97 ASSEMBLY w/ 8"x6" TEE STD CG z7% by ro SIG I (TYP.) \F SIGN (TYP.) ', & (z) - 8" G.V. 6 (TYP.) ? �y ro / / \ PROPOSED PROPOSED 8" CL 52 DI WATERLINE 6� / 'o, GHTD 7 / CG-12(TYP) / . / OT \ �STgN 1 U) MHz Yl +14.6o 3 2sP 'SIGH ' ROPOSED 5' CONCRETE SIDEWALK / 8S 58 / // 4I/o z Q �3+go M M ,�_ ?r, o / �e 4z`,� oO 'zp'R ALLEY �/ O V - - �M - ROPOSED 6' PLANTING STRIP ° 3 / 86' 59 °j / ~ _ 27 -�� �2 zy+so i000'R Ats M yti , / / /� iz+so P urAlacNT{ Lu Ln G zyLn +00 PROP49' R W PROPOSED FIRE HYDRANT 4c ? PROPOSED WATER SERVICE LATERAL (TYP.) / D•B• 5234, PG. 29/ LOT p OSED PUBLIC D zz+so SoaR \ �O ti �OT M ASSEMBLY TEE F \ --- MHz - - T � 9 o MH-z8 do \M\ / / _ / / in z 43' + PROPOSED STOP C tiry/ YO / / 57 of .. 00 _-- 8 -I -t43' S S - V so' 43' s zI+ SIGN (TYP.) P/ // / / " / / - _ LOT W / �R ' / 0 8 6 18, /titi/ v C1T /\ 15 PROPOSED °/ PROPOSED WATER / !, 56 + ,• / I Ids 05ED SANITARY SEWER - - - - - -SERVICE LATERAL (TYP.) PROPOSED 8"x8" TEE I• ' '�`• ' °O r 62 /�ti. ' ti / \ OT / FIRE HYDRANT PROPOSED UNDER SERVICE LATERAL (TYP.) I I ti \ \ / I 16 � I I I "• "� % \ ,� � / /� LEASANT GREEN PHASE I & (z) - 8" G.V. ro PROPOSED DECK 55 % — — I. : `. ` PROPOSED CG- D / 4 / I I � � 9 / OT / / ROAD &UTILITY PLANS (SUB-zozg-0007z) I — ENTRANCE TYP.) / 8' 25 �� C / — ao ,� zo'xz6' (TYP.) / I T LI Yi l I r . — l �TyP x�° / 6 Y !LOT a, / LOT / / J / 3 /ry/, ti/ / o �I I LOT I : "" \ °, 3 0 / / ti 1 LOT LOT FI I LOT LOT /r".. • �l� T / 54 \ i 26 I -- o PROPOSED zo' ACSA / ` SO v_ N \ \ / / ! / PROPOSED WATER 17 80 w 79 8 UTILITY EASEMENT (TYP.) / sa' �xo PROPOS D STREET O / SERVICE LATERAL �I I 7 77 '•/// _ — SIGN (TYP.) 6 !� LOT LOT / / 7/ / ti 4 !� ryry / LOT I , I r \ , � - .�. " `" ' . / ` zo \ / - % � SANITARY SEWER PROPOSED UNDER I I �_� I I _� I IL_J :,`�_"•' " // / / I // / �o x° /• OT / / 3 ° �OF .. \ MH-z8 ✓/ / // ROAD & UTILITY PLA SLEASANT GREEN S(SUB-z0lg-0007z) / o - - - - - - - - - /' • ' \ \ /// 75 / /. / / PROPOSED 8"x8' TEE S' `�8 ' o ! E I 52 / ` / LOT , LOT \ w /`• ". ' �� /r / / °� // & (z) 8" G.V- v ° / PLOT ! �' ��� 6" DI WATERLINE PROPOSED UNDER 18 ao `. . " PROPOSED 8" SANITARY SEWER (TYP. // / / \ / S' \, f _ 46' 44_ . / L LOT / i / PLEASANT GREEN PHASE I / + �' MH z5 \ / \ / 1 / �� Q�� ROAD & UTILITY PLANS SUB-zos o0o 1 OS PATIO 7 Pr ( 9 7) • " " - S � ROP TE D A O . • � �� // /ory T \ �LM '� zo'xz6' Y / Q �O � / / / 1 f "'•'- ��// �/ ✓ ! / � > �c; � � � s, /� v/ .`7 / J� `�' .�� LOT / / EX iSTLNG CEMETERY y / / LOT PROPOSED WATER Q P HAS E I / / / SHALL BE UNDISTURBED ' ` �� \/ / 29 LOT 0 PHASE III ' ° �� / / / SERVICE LATERAL (TYP J / Z_ r �� / // 73 �.. v Zo vvv w / / / �ti EX-MH-z7 �� v LOT / O w OPEN SPACE;-, �� / / // �� �' z 2 S zv v // // // ! / v v 30 � � � V A LOT v f� U n C LOT // / // \ j DUPREESTREETROADCONSTRUCTION i \ s Q I w (0.33 AC) �`�� �F�PS\ / / // 72 // / \/ / \ \ s TIE -INTO EXISTING \ PROPOSED UNDER PLEASANT GREEN PHASE I ! ' \ \ 21 \ / FT\ / ! // // ro //\ / \ s �8X SANITARY SEWER \ ROAD & UTILITY PLAN S(SUB-2o1g-°°°7z) \ ' \ \ PROPOSED 8" CL 52 DI WATERLINE \ 31 N REMOVE EXISTING PLUG FIRE HYDRANT POSED UNDER LOT \� \ \ \ / O 0 0 0 0 0 0 0 LOT //j / TIE -INTO EXISTING ALSTON STREET \ &TIE -INTO EXISTING LEASANT GREEN PHASE I / 22 \ C� zoo' WPO BUFFER (TYP. LOT \ z o 71 8" DI WATERLINE ROAD &UTILITY PLANS (SUB-zozg-0007z) \ ��OOO o�00 o00O0000 00 v/ LOT z v \ \ \ \ MH-zy �. \ / \ /// do / " / / \ \ �8*0 \ 8" DI WATE LR INE PROPOSED UNDER 24 3 \ \\ N J � O/<v � " , • • / � � LEASANT GREEN PHASE I \ 1 � — — — -_ _ — — -- �O 0 O O 0 Zoo -YEAR FLOODPLAIN (TYP.) ©� A �\ / LOT O/ / / d Q� _ O 111 0 \\ // / / 0 -1 , • / \ \ \ ROAD & UTILITY PLAN S(SUB-zozg-0007z) \ \ k / N © 0 O �. /� v 7 �/ vv V "` , zo' UTILITY EASEMENT )\ N Q D.B. 5264,PG. z / Q PROPOSED TRAIL EASEMENT 0 PROPOSED LOT LINE (TYP. \ /_ LOT d �xso \ / % O \ \ D.B. PG, Oo BOO `'. •� ."• " \ � y',/ 69 � �q � � ��� 5 / / " " W l r\ LOT w o \ ♦ \ f J J z PROPOSED SANITARY SEWER �` / \ \ / 68 OT �� �\ ; 9 Q Q SERVICE LATERAL (TYP.) 0 \ / b q > EXISTING STREAM \ ` \ - - \• \ 67 9(f // a>xo, PU�Q /// W I"I \ — — — — Do MH-z3 \ LOT ",PROPOSED WATER o ClC Ap i O za' \ 66 , g. SRO 14y, / (, SERVICE LATERAL (TYP.) 23q G R �` F PROJECT BOUNDARY (TYP.) LO r / / P ° , 65 i J J Q 00�0©OO OO OO 000 0 0 0� \\ O \\ \\\ PENSPACE •e _ (� ����o O0000(000 0 ��� \ \ \\\ a� \�� \� // A'% (MAX..HT.6PROPOSED WALLt', o U Q \ (0.34 AC) _ OHO \ — 0 \� Y 0 PROPOSED zo' ACSA \ 5 LOT O O \ \ a UTILITY EASEMENT (TYP.) �� / i \ 48 Lu z 0 LOT a O \ \ MH-zz \\ \' r `.+ PROPOSED WALL". ` `. ' \ 49 w 0 0 00 \ \ ,HT. 6') • \ LOT Q 5° \ \ \, ALSTON STREET ROAD CONSTRUCTION W `J ♦ 00 O00 \ \ \ \ \ \ PROPOSED UNDER PLEASANT GREEN PHASE I W 0 Do \ \ \ ROAD & UTILITY PLAN S(SUB-zozg-0007z) PR606SED STOli ATER" . NOTES: \ \ 0 0 \ \ \ \ \ -.'-'MANAGEMENT FACILITY'D' - � \ SANITARY SEWER PROPOSED UNDER U) Q z. CONTRACTOR SHALL VERIFY ALL TIE-IN ROAD CONNECTIONS TO ANY ROAD EXISTING OR UNDER \ 0 \ \ \ ", •SEE VSMP PLAN FOR DETAILS'- " LEASANT GREEN PHASE I (n CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE ENGINEER OF ANY DISCREPANCIES \ 0 \ \ \ (WP0202000053) \ ROAD & UTILITY PLANS (SUB-2019-00071) Q BETWEEN THE EXISTING ROADS AND/OR PROPOSED ROADS, EDGE OF PAVEMENT. CONTRACTOR SHALL \0 \ \ \ \ " i / W CONTACT ENGINEER TO INSPECT E/P AND ROADWAY TIE-INS TO EXISTING ROADS PRIOR TO ANY CONCRETE n \ \ / w PROPOSED SWM FACILITY& V ` �`•' OR PAVEMENT BEING PLACED. \ \. / J MAINTENANCE EASEMENT z. CONTRACTOR SHALL VERIFY E/P ELEVATIONS ADJACENT TO THE SANITARY SEWER MANHOLES TO ENSURE o \ \ \ \.i / Q THAT MANHOLE TOPS ARE CONSISTENT WITH THE ADJACENT PROPOSED CURB ELEVATIONS. \ \ \ \ 3. CONTRACTOR SHALL PROVIDE ENGINEER SURVEY WORKSHEETS OF ALL ROADWAYS, MANHOLE TOPS AND �0a \ \ \ \ 4 ` ` r ' \ / / DRAINAGE STRUCTURES PRIOR TO INSTALLATION OF E/P, DRAINAGE, OR UTILITIES TO COLLINS ENGINEERING U O FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. COLLINS ENGINEERING SHALL VERIFY ALL SURVEY \) \ MH-zo 1-� ® O SHEETS TO ENSURE POSITIVE DRAINAGE AND PROPER ELEVATIONS FOR CONSTRUCTION. 0 :. llli ' 4. ALL PROPOSED SANITARY AND WATERLINE EASEMENTS SHALL BE DEDICATED TO ACSA FOR PUBLIC USE.5. ALL WATERLINES SEWER LINES AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE AVISUAL / INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. 5 TIE -INTO EXISTING 8" SANITARY SEWER Lu Lu \ s WITH PROPOSED DOGHOUSE MANHOLE o w _ (0 / /// MH-zi c.0 a Ln ----GRAPHIC SCALE ��� 1 - r PROPOSED zo'ACSA JOB NO. _ ^^ w m UTILITY EASEMENT (TYP.)- / 182154 30 0 15 30 _@0 120 O O / x < < .P;, D r) O \ / O co (a a0 �O -OO O OO 0 O O. \ ♦ SCALE --_- OO 0 0 / ( 0 0 �O 0 CONNECTOR ROAD CONSTRUCTION � zo' UTILITY EASEMENT 1, a ` ♦ 1 - 30 ( IN FELT) / 00 �DQo \ C PROPOSED UNDER PLEASANT GREE / A O D.B 5z6y, PG z97 10 SHEET N0. 1 inch 30 IT. '� CONN(OxECTOR ROAD PLAN. S(SUB-zozg-00058) O � 0 as 5 17 j ter EXISTING 8" DI EXISTING zz" RWSA WATERLINE PARKING PERMITTED IN THIS _PORTION OF MCCOMB STREET PLANTING STRIP — w T —� .w w "� w' w 20 a w w w w w w w PROPOSED 8" CL 52 DI WATERLINE TIE-IN TO EXISTING MCCOMB'. - w w — — OPEN SPACE %=3'� — w - - _ 1 5' CONCRETE SIDEWALK PROPOSED 8"x8" TEES w L; REMOVE EXISTING BLOW-OFf SCOTT/R, CBLLINSt;_;' No. 35791 po�5 `12/11/20�� �& IONAL El�G1 &(z)-8"G.V. - �Fa •` '' � - - - �� `,•`.• .`"-"`-' •`.•`.•'-" -' TIE-IN TOEXISTING 8 DI WATERLINE i PROPOSED zo' ACSA w - T (TYP.) __-- I_ -` _ OPEN SPACE'' , • `. •.'PROPOSED 8.x8" TEE- . • . (O.14AC) sb j -�=1 \ FUTILITY LOT LOT 'E, &(z)-8"G.V. . ry z _' \ LOT LOT �53 154 (0.19 AC) m \ LOT j .. ' \� 1 1 5 - LOT a 5 5 `.PROPOSED NO PARKING SIGN ` M i Q 2 `(fl � 149 -�. � - nn LOT ROPOSEDA.R.V.. • a C O r — . U C M I _ O PROPOSED WALL �C ' LOT 1 $ BACK MH 4z M M .I n N o } ro M M - - zo0'R EXIS MB STRE MAINTENANCE EASEMENT PRSECB LOT 14] 4 M RON SE - Z M 45oR �5+5° n w mu z5+00 n� zy+5o z8o' z + + Soo'R z3+oo zz+5o ROgpNGPVBLI� 20 \ �5- �� NCE _ 4 00 + o (56' \ LOT LOT 146 �� fin\ ROPOSED 8" SANITARY SEWER (TYP.)` I I z6+00 o a T DISTA 3 -?3 5------- - R/wJ zz o / 1-45 MH-yo - 5 ry� tl ?S y5� o LOT 144 �� �� - - _ _ 5 — M/� Z6+s° 2S P ry� N ' PROPOSED WALL L LOT 143 / - ' _ — 3 1. (MAX. HT. = 4') �42 "a, PROPOSED CG-gD ENTRANCE (TYP. 5 � ° ^ o ^.. 3 o PROPOS- -ED o. °- z � CG-zz (TYP) Z M O rr �I I MH-39 MCC BLB �OAD (56 RIW\ a7+50 SIGHT (STANCE 2$ ' N�. `o '. PROPOSED STOP a G U - SIGN (TYP.) PROPOSED 8" PLUG o U m PROPOSED io' ACSA WATER SERVICE EASEMENT) �' s M OSED P = PROPOSED ENTRANCE TO I"I m Ln M PRO +o0 6' "° FUTURE PRIVATE TRAVELWAY o PROPOSED 6" CLI5z DI WLn AT RLINE yo �" z8 PT: z7+57 43' / ' s - PROPOSED STREET No L I zo 1` m o SIGN (TYP.) n 3. PROPOSED FIRE HYDRANT ICI E 1 I 1 4 z8+5 1 W 7 ASSEMBLYw/8"x6"TEE " 4oaR 1O PROPOSED WATER 5' > PROPOSED 6" goO BEND TO M4' ro/ +00 �^ - i6 T 1N11 _F O TYP SERVICE LATERAL (TYP.) EI "EIP W � FIRE HYDRANT ASSEMBLY i ' . + - Z� 'SET ROPOSED CG-gD ENTRANCE (TYP.) LOT j o I PROPOSED 8"x8"TEE ® ' � iT ', sL .. � � ,N I I _ + ROPOSED NO PARKING SIGN 6' C I M (z) - 8" G.V. & REDUCER _ -(j1 ' o,. LOT 1556. 0 I c 3og'R ` 29+5° 3 q iq / PROPOSED STOP' PROPOSED 8" CL 5z'� WI �_ LOT LOT �5( °' 3 97.93 �� � DI WATERLINE 157 c — PCC: zg+39.40 ?� SIGN (TYP. I ul LOT PROPOSED o� a� °O LOT TIE-IN TO EXISTING CLING LANE n 3o+O° CG-iz (TYP) 1S�I N N ; 1 +3 59 16� I�l LOT �59 15$ PROPOSED PARKING SIGN CLING LANE _ P�.sa S \�'� LOT LOT - m R z9 PROPOSEDS'CONCRETESIDEWALK 30+50 --ter 160 31+00 PROPOSED io' ACSA WATER SERVICE EASEMENT LOT LOT 162 161 R S TBA�K SIGHT DISTANCE = z8o' - � I 16 - 20 REA " �—���._ " I 16 3 M"-32 o �- 56 - 1.66 �I 4 33 ; o ROPOSED 6' PLANTING STRIP PROPOSED STREET 1 SIGN (TYP.) K " a r - LOT LOT \ I 00 ( PROPOSED WATER _ - _ _ _ - la ` `` ' d r SERVICE LATERAL (TYP.) 3.67 y6 6' .. 54' 141 PROJECT BOUNDARY (TYP.) _' - 0 ` "o\' _ LOT "`c ` w C LOT PROPOSED PATIO • 4 168 \ _ _ I 2o'xz6' (TYP.) I 14D PC 1,+az,a- t- 89 \ MH 38` PROPOSED zo'ACSA "I LOT _, 3 PARKING PERMITTED IN THIS 8 r LL `' ' "" PORTION OF LEXI LANE _ ram' 186 I � LOT I . °` w LOT I \ �' •` "'.UTILITY EASEMENT / �- . - I II � IZ 169 PROPOSED SANITARY SEWER o PROPOSED 139 LOT I 3 I � ) „ w r` LOT LINE SERVICE LATERAL (TYP. II si LOT ��`.eLL,'.: W`.. ZI.- PROPOSED DECK LOT MH-38 na 3 - I4 OPEN SPACE",`. 185 I 170 _ / I/ PROPOSED SERVICE AITARY S 0 TERAL 2— W I lo'x16' (TYP. I I 138 I `°+" -}- -vi y` " " • ` • ` ` ��� ` ` ` . ` •I`. H I I LOT Z -r°V 3 PROPOSED CG-gD CA u � - -I I N g \ ' ' ' 0.37 AC ROPOSED SANITARY SEWER I I ENTRANCE (TYP. Ulm: 5' SIDA�K _ _ ~ LOT N ( SERVICE LATERAL (TYP.) 184 / I EXISTING 8" SANITARY 8 T " 1]1 z' / ROPOSED 8" CL 52 DI WATERLINE Cl) PROPOSED 8" CL 5z DI WATERLINE - ROPOSED CG- D ENTRANCE (TYP ", LOT �. m 3 SEWER TO REMAIN -9 • .1" • ' - %PROPOSED_ LOT LINE (TYP) A ! C)7 EXISTING 20' SANITARY LOT " - - 9� - ` _ 183 t_ PROPOSED WATER N 3 P PROPOSED SANITARYSEWERI, SEWER EASEMENT I 137 Z o' 9z' o 4� o� SERVICE LATERAL (TYP.) PHASE III ` G - SERVICE LATERAL (TYP. {, • •;, • `..: ,'- '.- PROPOSED DECK I " I .� (D.B. z396, PG. 69) _ ° I - . LOT z I ❑ I \ 9 16' z4' 0! z0" ' 'i6'• 8' ` 1 ,` I.' • • , - . • . co zo'x - (TYP ) - • ! I I ram, Q _ LOT �..: " 20 _ 182 I o (FUTURE) `r Q 3.36 PT:lo+gz.9z -f z PROP CV J - _� I 3 PROPOSED zo' ACSA - _8' 0 90' m ;' o 8' 20' REA UTILITY EASEMENT (TYP.) _ I N LOT / w �C m PROPOSED VDOT w J i STD. CG-6 (TYP.) N / 181 20 REAR SET - AC - I-� 1 i MH 36 I o ry 3 Q 1 IN a7 s \ 172 173 174 LOT LOT LOT I h'_ /I ss' �/ / /o o Q I 35 LOT LOT LOT h r, Q • LOT * � a ■ _- - - I �s LOT LOT I iOT " 3Q1 \ ^ �75 1]6 1]] LOT 180 ��/ _ 3 I Q ROPOSED NO PARKING SIGN > 0 1 / LOT LOT �31 132 I � I 34 as' +� � � � h _ 178 I I I 8, �, / ,� z W 7 YI LOT _L O I I PC zo+5z. z' ° a ROPOSED STREET SIGN (TYP. o I " • ry / J J Z V 129 3 PROPOSED FIRE HYDRANT \ m o O LOT J Q LOT LOT 4I + PRC:io+gz.63 _ Q O] 128 m O3 ASSEMBLYw/8"x6"TEE o - _ ° I a PROP LOT 126 12] ILO WI � oa � 1 I 1=x� 1 � ' , N I MH-35 � - - .PROPOSED 8" SANITARY SEWER {TYP.• i I 179 ( II I / 3h PROPOSED ENTRANCE TO A � > Z � " 5 SID' � 125 wI RON S BAC - - 1- I '; 33 - 5 - - z0' - - MH- I4 -' ESETg' ^ PROPOSED STREET FUTURE PRIVATE TRAVELWAY 00 m 1 �I - z5-M X. _ - - -I rl r - _ _ _ - - TIC 3 = - - __ - �� - _ _ 34 - I/ �. z=85, _ / . I SIGN (TYP.) W IGAR _ Z _ IC5 - S SIG iT - MI F - / , . y MH 30 / _ 3 o CG- zPROPOSED TYP PROPOSED 8" PLU ENTROSED ANCEC (TYP.) 0 ~ f - - OPOSED CG gD ENTRANCE (TYP. �4 $o tih ._� I I a HTD z z S TB (TYP) ( ) O -- zo S • S PROPOSED FIRE HYDRANT J - zo' MH-4�. Op y RO OSED STOP ASSEMBLY w/ B"x6"TEE PROPOSED 8 x8' TEE STD. CG PROPOSED VDO - z6' SI M M R M OSED CG 12 (TYPM - P SIGN (TYP.) . 3 OS& (z)° 8" G.V. MH-�7 STD. CG 6 (TYP.) z Q io+oo _LLJ - z5' . > •• ' • � M -F - M�_ M I PROPOSED PROPOSED 8" CL 52 DI WATER = U Q • M PROPOSED STOP 750' - NhI wx z7+oo z6+ o M M NC c - i I- CG-zz(TYP) W r M z7+5o SIGN (TYP.) 5 z6+00 - PC: zo+zy.fio ?s, SIGH 5 PROPOSED 5' CONCRETE SIDEWALK 2 1. 25+00 _ M M 26+50 __ , • . ,• .. ._ - '. ry _ ry a. 25+pp }. — o- M M 23+50 M M M �— 3. J+� `I � _: i � W ry\ z +! o M ROPOSED 6 PLANT( m w v v 1o00'R I- AlS EET -- -`M NGSTRIP L z O +00 z3+oo PROPOSED FIRE HYDRANT �91 5 ry 4 5 " _ _`M ASSEMBLYw/8'I TEE D + � PROPOSED PUBLIC. D 49 R W zz+ o �J,J �' � N _ I— — I "& (z) $„ G.V. I ,� }a � 43 I _ ' --- 1fl (I) LLJ Z - o MH-43 5' MIN. FNONIT1 3�, o N zz+o \ Q S I I SETB n 12' --- - __ MH zg �. MH-z8 0 \m ACK - 43' --- 43 M I 1 � ' + PROPOSED STOP rr nn � - S - " zo' 43' S . SIGN (TYP.) W V � � _ _ I - I - (STD. CG-6 (TYP.) i • • . •4 , • ". , •"`. •` I -PROPOSED SWIM FACILITY &' I (TYP, I t � zI" � �' � � � MH-z6 So W II MAINTENANCE EASEMENT - I ( I SI M " - l _ _ I- -i PROPOSED zo' ACSA 1 PROPOS SANITARY SEWER) GHTDIS PROPOSED xyo (UTILITY EASEMENT (TYP. �I I II I I SETBACK - ro CG-zz (TYP) y o - I SERVICE LATERAL (TYP.) , I I - - - - PROPOSED WATER _ _ SERVICELATERAL(TYP. •'. `. zi* o' (� MAX.¢� I • "_ PROPOSED 8' CL 5z DI WATERLINE PROPOSED SANITARY SEWER - - - / k z5 -CK -� 1 �r PROPOSED WATER � II II 1 r _ II LOT I o I I LOT I � • •. •', o I I � --' I I I I � I � � � Q SETBA SERVICE LATERAL (TYP:) $ II LOT SERVICE LATERAL (TYP.) I PROPOSED 8"x8"TEE I ` ~ "• ' • oO 1 44 I I LOT 11 85 h I o LOT I I /. '. M 3 (n I o w $6 I I. " $ �I I I & (z) _ 8" G.V. � I. .`t . `. PROPOSED CG- I- I LOT I I 8 g� fl y 4 o I LOT 11 �JI I I 9 / ��s s' zs Q 7 J OPEN SPACE. $3 ° I I ENTRANCE (TYP. - / / r R /� W 1 II r11 LOT 11 uPROPOSED WALL) I I I - �I . , / I LOT I yl I 1, . / LTYp� W 88 JI (MAX. HT.=b') I II I I 82 1 o vl LOT PROPOSED o'ACSA �� z LOT °III g9 �G 1 g1 to m LOT w LOT ' •� I y / °xs° _, 3� N �` • I I II LOT - ° I LOT I I 9D I I:I I I - (0.19 AC) I I I - I 1 1 0 A/ � o s Q a- 1 1 80 I w 79 8 '' UTILITY EASEMENT (TYP.) 8 x. I PROPOSED WALL I I I - _ -_ -_- - - - LL _ I I I - - I I I I I I I ] 77 ; `// // / / / ' // < 91 _ MAINTENANCE EASEMENT - - I I / / A- -�i I I �_�� --- — _ 111 - LOU I _ -�I I I' LOT / � /�� 7 "�- o I I �I I / _ � - I -__ � I�_� I I I- -II I I I i I r- I zo' R_ 5� A� I - °'... • . \ PROPOSED LOT LINE (TYP. zo' REAR SETBACK - - - - _ - J . - i `` / / / / 76 h // / / / o �Ox / „ o 0 z' 10 42' .4t _ . 4� �- - _ _ _ I - _ - - - _ %. - / /// / / / / I Q`. _ I LOT / 75 e / PROPOSED 8"1 TEE J z' — I•. " . . '� i'1`c - -._ 13 43' — z' ', O / .. & (z) 8" G.V. %`. `. PROPOSED 8" SANITARY SEWER (TYP.) "• PROPOSED SWM FACILITY & _ PROPOSED WALL d Lu (MAX. HT. =T) I MAINTENANCE EASEMENT �� _8' 30 - 15' a 3z MH"25 • (� \ S V / / 74 i PROPOSED WALL I I I zoo' WPO 3 PROPOSED WALL y \ p w (MAX. HT. = 6') PROPOSED UNDERGROUND STORMWATER MANAGEMENT I - / / / / 0 _ (MAX. HT. - 0 \� a in FACILITY'C'- SEEVSMP PLAN FOR DETAILS(WP0202000053) GRAPHIC SCALE - EXISTI`NGCEMETERY y / v / / LOT // PROPOSEDWATE I I I SHALL BE UNDISTURBED / / / SERVICE LATERAL (TYP. JOB NO. o 0000ao��oo� / 30 o 5 30 60 zo PHASE II ZIw , / 73 / h° / /,r 182154 00 0�0000o Io / / O 0 • I =—_ OPEN SPACE �\ s \� ��\ / / j�/ / SCALE OOOO����©000o000o©OoOo�O �OOOOOC�®O---------------� �(OOOOOOo (,cIN FEET)n. Q w C �.\�� RFq�� / LOT LJ 1 -30 o I n (0.33 AC) �.� RsFT / / 72 Z// SHEETNo.o�eqc 6 TH 0� V 1 SCOTT R. LINS7 U No. 35791 dpo 12/11/20 �2 \ \ ' ZONAL �G1_ CU1NG I -A NE \ \ �z �� / 1 �o - _W \ _ ' w \ \ / \ � TIE-IN EMERGENCY ACCESS ROAD TO EXISTING DRIVEWAY WITHIN EXISTING RIGHT-OF-WAY. �OEIp PT;11+5 •z3 ,�w/) \ \ / EXISTING DRIVEWAY SHALL BE MILLED AND EI?' �� ,I U ' I OVERLAID WITH NEW PAVEMENT. }cy Z _o r °o EXISTING SANITARY SEWER MANHOLE (MH-EX-iz) - ~ G \ / O LOCATION OF REMOVABLE 1 IM TO BE RAISED FROM 759.75 TO76o.z5 U m / I 1 BOLLARDS & KNOX BOX FOR EX. INV. IN=747.73, EX. INV. OUT=747.65�~//1�� wo In \ 1 EMERGENCY ACCESS ROAD y/ 1 _ \ 1 1 1 1 \ 20' zo _ F" 1 00 ' EXISTING 8" SANITARY z1 4 m z _ SEWER TO REMAIN PROPOSED LOT LINE TYPJ o PROPOSED DECK ( P C:n+oB.zo =-' „, 1 io'xi6' (TYP.) _ W 11 EXISTING zo' SANITARY 1 — R/ z 1W_ 1 SEWER EASEMENT _ z o' 3 LOT LOT 1 n1 (D.B.1396, PG. 69) -5 _ O LOT LOT 124 125 „- I -v \ O LOT 122 23 1. - ! EXISTING SANITARY SEWER MANHOLE ( MH-EX-ii) PROJECT BOUNDARY (TYP. _ LOT 0 I 121 m _;i \z°" C m RIM TO BE LOWERED FROM 762.92TO758.00 SETBP LOT 120— / EX. INV, IN=745.99, EX. INV. OUT=745.82 I \` " _ LOT 119 m _ — I �/\ LOT LOT 118 m s G1 PROPOSED FIRE HYDRANT _- / \ \\ LOT LOT 116 ��7 ^ o fn ASSEMBLY w/ 8"x6" TEE S \ m PROPOSED TD. CG-6 (TYP.).4 \ PROPOSED VDOT 115 ti4 ���\ \ \ LOT 13PROPOSED SANITARY CG-zz (TYSEWER LATERAL (T J Sr L zo YP.p z4' \ \ 3 LOT \ 11 ° N PROPOSED 5' CONCRETE SIDEWALK �j LOT \ PROPOSED 8"x6" REDUCE y M r \ 112 \ PROPOSED 6' PLANTING STRIP LOT LOT 111 m \ & 6" G.V. \� 110 r\ \ _ PROPOSED WATER j y6' by PC: 10+27.90 \ PROPOSED TYPE A/ S \ \ \ LOT LOT 109 ° N SERVICE LATERAL (TYP.) zo+oo 0oIE \ BLOW -OFF ASSEMBLY... SBP _ p\ \ _ — o m \\ LOT 107 E w _ 16 3o+5 108 K a -°\ LOT ��1-� RON `- - zo M _ zo lo6 N a zo \\ \ 105 z M \ N PROPOSED CG-9D ENTRANCE (TYP. 13 p 3 — — 5 S — — PROPOSEDCG9D' N, % A- x1 � 14 M O 50' d ;- •ENTRANCE (Tyr.) PROPOSED 6"#CAL S2 DI WATERLINE — zo / / \ 1+5° fi — 0) \ AL 1 PROPOSED FIRE HYDRANT 16' �p 44' ROPOSED A.R. f� / 1 ASSEMBLYw/6"x6"TEE zo ° MH-44 ? \ . 3 _ M + yi PROPOSED SANITARY r \ �,�-- • •• , ." "�.✓. �- 13z _ � / h �, � , 33 PRROOPOSEDVWATER /' v z° Mi ~o.. \ �1� 1 N �+ •" SERVICE LATERAL / \ E VICE LA ER L (TYP.) M � � .� CK m � \ \ _ ROPOSED 8" CL 5z DI WATERLINE 1 I 1 I PROPOSED 4 =- LOT l %� 4 REDUCER o SE 1 „ � 3 \ \ � r\ \ \ � 1 �`- 1 I � \ \ 104 - - - - 9 PR ' x " REDU m & G.V..' ' ' • \\ LOT " "^ � - � ' 44 � \ PROPOSED WATER ' \ \ \ \ 1 z • `.�a •a'. `• �.. • `. •:. •,`a '.'.\ \ � ' 8 \ \ g0 � �\ SERVICE LATERAL (TYP.) \ \ \ 1� LOT 1 \ � 1 MpX• \ V A 92 N J s M m o S — �5 �BpCK V A V LOT V O ' ' 99 PROPOSED 4" CL 53 DI WATERLINE 93 1 1 11 M m 9 ' PROPOSED SANITARY \ rf o ypO� R MH- \ \ LOT - N � \ \ \ 45 \ \ � ENTRANCE (TYP.) \ \ \ \ � \ ( J \ \ 1 1 1 I N SEWER LATERAL (TYP.) _ 34+o mN z ' ' 1a, \ \ \ 94 \ \ \ -a`.'-�" :LL" .•.'.•'.• :•'•'.\ LOT \ \ ,\\ \\�\-' \\ \ \\ \\\ LOT \\o \\ \ r \ > o -- a `\' 34+So ��sH '^ � � \ \ \ \ \ ( � \ 95 \\\ \ \ \ V � PROPOSED WALL —I o _ �\ — - 0 . • •y • `.. `:. '. a \ ;•• `"•, ." . •"'.. .a•_ .a•"`.•-. • '. •,.µ•,'. ; • `. - . • 'a • `a • . • . •• . •.. •, .\ • . O 1 3 � EASEMENT . a -. - , , R N7 1 o UTILITY TYPA ROPOSED 'CONCRETE SIDEWALK \ \ MAINTENANCE L LL PE AC \ / Fn\N•F - LOT - ETeA�K a ° - . - a \. - `. a `a • 'a -. • `a• `a _ +•+" a \ � 3 \� 1 a E . �:._ � 0 4+ — — — — •LL. �• .2 \ \ \ . a •,� � LOT , o Q PR \ _ OT _ — 44 Cn OP05EDST RMWAi•R"+'• '� � 1 a a • \ \ " ` MANAGEMENT FACILITY'B' - . \ 4" 45°m\ PROPOSED 6' PLAN\ING✓ IP — — w H J y I _ _ — — ROPOSED BEND ^ \'' 98 \W _ \ CC LOT 1 W SEE VSMP PLAN FOR DETAILS: " �•a", a ( > F LOT \o \ - `�"• ' (W POzoz00005) `� ' � - 10 z � '\ � •—_ _ 1 1 \ � 1 1 \ \ \ 1'` � \ vn\ � � � _ � � � is � ' ' • ` " ' ' — �• 1 \ — — PROPOSED WALL' \%L9 1 1 1 — a .• \ eMH 6-• r loo (� — !. PEN LOT \ _ _ k =' /i • � • � 1 11 \ 1 ` \; i _ - O •SPACE W I— \ ` — PROPOSED za' ACSA — Q 1 , h \•' -- =07�UTILITYEASEMENT (TYP.)`, 11 101 1 — 1 — — — — f \ 1O L_MAINTENANCE�1 1 PROPOSED WALL 0.26 AC 0 U Q S M wwxx W h 1 r" O EA E ENT O .V O O o PROPOSED LOT LINE 1 I I �1 O Y I- 00 \ — - W \ — _ — — — — _ — — — PROPOSED WALL r _ z 7HT. - 6' O \ i� \ 3 (MAX.( Oo \ \ \ © J OO a D W f" PROPOSED SWIM FACILITY& a0� e W Q ioo' WPO BUFFER \ \ / \ .A• MAINTENANCE EASEMENT O OO H /n J 0Oo \\ \\ S /�f PROPOSED MAINTENANCE EASEM N& \\ % \ LLJ � 00 a� W V 0\ \ `, \ \ / ioo-YEAR FLOODPLAI \ \ \ O (0O O cl) Q © o \., \ ��/ ------ — / / 0 ~ \\ > i' 0 00 00 © 00 0 00 00 (0 o _ / // �0 ©00 0 Lu W \ \ S \ Q00 000 / O � �O O / �� PROPOSED TRAIL EASEMENT o — — — — — — , , a no /O 00 QO °0 (0,0 00 00 00 °a 0O °a °0 aO 0O Oo 00 0O\ � // � D.B. , PG. (000 00 0 Q m \ \ S Q \ 0� GRAPHIC SCALE U 0 — {bJ ROJECTBOUNDARY(TYPJ f 00 OO 0 0 0 g EXISTING STREA O 0 (_)/ o cJ / ` \ �/ O O / \ \ — — \ / \ T' OO O0 30 0 15 30 60 120 O 0 O O _ 0� _ / - - - a OO 0 _ - - ( IN FELT 00 \ 00 0�\@`� 00000 00 0 0 / / _— i inch = 30 ft.---------- 9 a a�aO�/// ]OB NO. In O0O 0000©000° 0 (0°00 o�Ooo oo(0°(aaaaaa(aa(Da0(a 182�1L54 �°00,0000000 0OOo0 000 00O�ao Oo0oDO0a0 0 0 1"=30' Oo000o0000000 �0°a © O�0®�aOO 0 0 (0 0 ©0O 00000000 o 00 oa 0o OO � 00 00 00 00 00 ao Oo Oo Oo OO 00 00 Oo SHEET N0. I - 103 G R-742.17 F E 74z.83/ �" i / \ PROPOSED zo' PUBLIC I l 91 3 V / DRAINAGE EASEMENTy ' �i LOT �� 7224 182 G-'74i.) / �. 35 s, o/ , / z6 I iI �- / 0 / ' °o �� , MCCOMB STREET nn /' , ° LOT PROPOSED 8" HDPE ROOF/FOUNDATION DRAIN - - - \ \ 2 PROPOSED DRAINAGE SYSTEM / / 56' PUBLIC STREET / O SCUTT R. LINS� G YSTEM w/ io' PRIVATE EASEMENT(TYP.) ` ` / / z5 PROJE t Sz34, PG. 297 / No. 35791 a V 3 BOUNDARY(TYP. F '�y o / PHASE III YD-zB o z 4 1 R= o. J % \ (FUTURE) / / 3 y�SlotvaL E��ti _ �80 74 7 ti v v / / z �Fx / f F -83 X iZ � PROPOSED DRAINAGE SYSTEM / / soy / LOT �� 0 z G' R- 50 � I // C � � v A � � _ 1 79 YD-z 38 PROPOSEDYSTE HDPE ROO FOU D - I/ -oSYSTEM M OOF FOUNSEMON DRAIN /� 14xo/� / I / o RIVATEEASEMENT(TYP.) � o� � 7z �� / Z S i 735-33 - `./ •1� 34 48 ,736 33 - 4� - - - - - PROPOSED 22" HDPE ROOF/YARD \ ,5 `���. ti GAR=73z. _ - 29� ENT (TYP.) } - - - - - 1 Q PR G M M z - - \ \ � z1 M CQJ %FFE-Z33. - a�8 - �/ �. / . • ". -� � 2'I a,P �� , SYSTEM w/ io' PRIVATE EA " � SMT' 6 _ / • • n _ - M _ LOT oo ` O g. 523 z - Q �o + I _ _M ° /GAR- z.i �- y 73 o 0 z + - - „ .. 6 M --, y -� � S i 4 50, �z4+oo ALSTON STRE T I 13 z3+oo � - �- � i / �� � / FFE=73z.83 59, / -PROPOSED iz HDPE YARD DRAIN SYSTEM iz+oo 5 �' LOT � m d. PUBLIC STREET zz+$0 �_ a �/ SMT=7z3.00 - , w/io' PRIVATE EASEMENT (TYP.) _ - - - - z m � AR 73�.5 ti TLU , FEE=73a.i7 L60'' - �, _ z / �7 R=7zo.�33 -1 °/ `1 - � _ _ _ '� H o - i o S y 13 3 SMT=7 2.3 - - = s ` - .. i �3 � o / \ � _ _ - " I ��I• = I I a_ I i 1 i . • - -____ j � '. s� A ,/- /� ' -LOT ��l / / � � i5 > w 5 / _ - -LU ---- I I w: • • ' �\ �o �/ FFE- o / , /- / 56 - -73 2 L R= o. 0 738- j / I - - 74 _ • - � � zoA 5 i z li I I GAR=738 7 I I GAR= I h ,I GAR=737 33 GAR-73b 67 _ \ , . - / i t o. 7 = 737 7 _ \ = �EE7 FFE= &. 1 FFE-738 ° 736 FFE 737 3 FFE ' BSMT=73o.831 I I� 736 �_ _ .. • •I , -• ! , • • / '"�� � , BSMT�7zg.5ol 65MT=728.171 L�7 7 So f FFE= 8. / \ BSMT z8 of / 1 v 33 k LOT LOT // LOT / LOT / LOT �, . • �• GA - - / �_ -x y� _ �o AR-73o.i v L 81 LOT LOT LOT II II II �•..• // 6. / / `/V � 0 � � F ��'•� ,� � / /I 1 I A z 8., '- " / / % - y o SMT=7zi.00 v > /=7i7.oq i - II 80 it 1730 79 7 77 BSiv1T= z6.> x y / A 7 7) ( / - 0 A .j' 6j �, �'tv y � � LOT � ,� LOT -' FFE= - I - rn. • 7- LOT 3 / J , / �� / LOT / ► v / - I w - - - - F -/- _ -�- iz �•...� 64 / / YD-iA ' S3. / ' y ;�'����.� ,. 76 / / - - J J - LU � - _ � _ .w. . • - / / / ...� 0 . � 'LOT - - / 726 ._ =. - _ \ , /- - LOT AR= z / a \\ z r / 2 c, / / / ---�J--- U, //_ i� LOT C/1`• '- ;� _ ./ \• ' � ,l - � \`% j 75 / , FF / 5 G =71500 i"QJ�, LOT / - -- - - �-, -.- 7 --- , • - Q- -.• .-.•.�,..•• _'•. 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S- - \ \\ / 7 // / 6/� o o `',.: eS2 !�C S\ q \ /// \ y J C / \ ' 6 �/ / \ �' - - ROJECT OUNDARY(TYP.) \\ / / 0 / • / y o y /�\ 3k S _� \ - OC O C PROPOSED DRAINAGE SYSTEM 104 \ \� C a / LOTS �P1�,1 y o y^ \ ♦� CN � O \ EXISTING STREAM 000000C-o Q-00a00000000 DDCq fl Ca - `------`- - \ 0 A � SCA� \\\\ \\ - \ ao o � so so bra.© T' ( IN FEE I inch = 30 I'L / DRAINAGE DESCRIPTIONS PIPE INFORMATION INLET INFORMATION STR. NO. DIA. (in LENGTH' (ft.) SLOPE {%) INVERT IN INVERT OUT MATERIAL INLETTYPE Curb Type SLOT LENGTH RIM ELEVATION 16B DI-3B CG-6 6 735.50 16A 15 28.26 0.81% 727.50 727.27 RCP - 16 DI-3B CG-6 10 735.42 15 15 104.11 1.03% 727.17 726.10 RCP 14 DI-38 CG-6 6 734.00 13 15 90.62 1.74% 726.00 724.42 RCP 12 DI-3B CG-6 8 730.42 11 24 93.89 1.68% 719.58 718.00 RCP 10 DI-3B CG-6 10 723.58 9 24 97.49 1.71% 711.50 709.83 RCP 8 DI-38 CG-6 10 715.33 7 24 48.87 1.02% 708.00 707.50 RCP 6 MH - - 713.00 S / / LOVO LU 68 Q� c� P ry'''o \ �o\o l �, J J Q Oo ,LOTS ,� �,� \o � C� o / -I Q J N Y k' cz yti' co ��"' � / ' � ��--_ � � w r_ z LOTS yry. o )�. l co LL PROPOSED 20'PUBLIC \ \ xr ~ \ \ LOT �h ® f / - F I QQ DRAINAGE EASEMENT \ l 3 i\ / 65 / I \ 0 N z 04 Uj PROPOSED WALL o / Q \ z y tlo� (MAX. HT 6') \ / U < Q wx r 2 OZS 7o6TW Y _ 4 OO <\� / o� \ 702 BW \ LOT LU �� - / A\ �� PROPOSE WALL � `.� � � y ���� \\ � 49 I--- Z Z �� A V (MAX. HT.=6') - - A LOT D LLJ PROPOSED VDOT STD. ES-i & CLASS Ai RIPRAP LINED A �o'i�W 50 U Q OUTLET OUTLET PROTECTION wl FILTER FABRIC \ \ e UNDERLAYMENT (L=zo', Wi=6', Wz=iz', D=i.5')695 BW / \ \ \ LU � \ � s PROPOSE ST RMWATER . I I � \ \ LUVI \. 0 ACod \ MANAGEMENT FACILITY'D' - 4TI SEE VSMP PLAN FOR DETAILS vv vo v , v. F- Q PROPOSED SWM FACILITY & LU MAINTENANCE EASEMENT m, - w (� �g� '� �) -� I� O \V ��\\ s�. i i�_ '� ® O CO l V moo- ti' N i� SEE VSMP PLAN (N/PO202000053) � \ ,, 51 fl '• I _ L� ~`- � FOR SWM OUTFALL DESIGN V A N I I '1 o 0 ` �I Z y `� a Z -- L w M 0 i rn 0no/ c�i v , , / v� JOB NO. Drainage Easement Chart Pipe No. Size (inches) Max Depth (feet) Easement Width Required (feet) Easement Width ProHded (feet) 3 24 5.6 15.2 20 5 24 7.7 19.4 20 7 24 7.9 19.8 20 Col °000 DOo® � Ii / v 182154 I(D ® I I �'� M O ^'� SCALE (p) 5 SHEET NO. 'n / `� �fYn�_ I.I �0) _ I I i CAI / - - _ i O PROPOSED 1z" YARD DRAIN SYSTEM ' w/io' PRIVATE EASEMENT (TYP.) - - - - - SC TT/CBLLINS� - ROJECT BOUNDARY (TYP.) - _------- / UNo.R35791 .;..- .�--.W - - • " • 1N • ". • W..vn- B . W W - W W T w / / - --- -----� / / ,d� A4. 00 ` - - - w w -� 1 0 i W - - - ---- --- w ' S8 _ w o - - GYD 756.o LOT LOT PROPOSED 8" HDPE ROOF/FOUNDATION"DRAIN " " ' • '/ 66B - _ I 16. YD E i LOT 154 SYSTEM w/ io' PRIVATE EASEMENT (TYP.) " -- --- - -_ • 1 YD 4A � LOT. LOT 1 ' ' \ 15z _ LOT 151 -n5G3 T G, �,� � - - •• , •. " - -" ". ` • _ � � fN �, PROPOSED WALL -� LOT 148 \ m J _o o a _I - 66 6,PUgLICsTREE 4 u v o M 2+ o 25+00 z+ -✓ zz+50 8 Sz TREET MAINTENANCE EASEMENT rO° LOT 1 T C w• - o w S 5 4 50 +00 so -, 24+06 3 5 23 _ \ $� 26+00 z LOT 1 y 4 w a_ _ ��� - 764TW 144 Tom_ �� o _-- S - 5 -;: 76o BW LOT w�,o - LOT 143_ y6+5 - - - - - - <- _ - EX-3z / - - - -- h:---_------- --- ---- �/� i 66 I PROPOSED WALL 14z v s s �' u o 5, - - - - _ - - - - (MAX. HT. - 4) n G� <^ A o ° o / " - DRAINAGE DESCRIPTIONS Z V Jl O -� \ q.,_ 5 :- B STREET.- _ 27+° - _ . _ - .j7 �' N =PROPOSED zo' PUBLIC \ J PIPE INFORMATION INLET INFORMATION Z , Q ""�L o /', --- ,V1 ["T __ '1 I \ - / DRAINAGE EASEMENT STIR. NO. DIA. LENGTH` SLOPE INVERT INVERT Curb SLOT RIM O .mod. PROPOSED 8" HDPE ROOF/FOUNDATION DRAIN ,. o o w / i 56' PUBLIC - - / MATERIAL INLET TYPE o A �� a \o� 48B ` ✓ CC THE � M � 27+5° ---�� ' 1 1 -O 1'�." (in:) (ft.) (°k) IN OUT Type LENGTH ELEVATION u .) i i 4 A , - - , C / 36B DI-36 CG-6 10 745.08 H W U SYSTEM w/ 10' PRIVATE EASEMENT (TYP °o o i N ' 00 X 6z TW 28+00 m > . _ j ^, j +50 .s� - �._- { o �. � " . I I � r '� � / / 36 15 33 24 1 20% 738 00 737 60 RCP D43B CG-6 8 744.75 y O 1-+ - 760 BW - g - y - -n +n m � �' 35 15 162.53 4.25% 737.50 730.60 RCP r7 G - / 2.2 1 - 34B DI-3B CG-6 6 737.42 > j EXISTING 3.2' CMP 6g 15$ / / 00 - w, a ��, v 6 rn rn ° w 4 '� - � I CULVERT TO REMAIN - � t � A o+ / � + u 29 s p V L 34A DI-38 CG-6 10 737.33 6 - - -_ LOT � 18 3663 0 730.00 72977 RCP p .. 1 155 I A + Sp 32B DI-33 CG-6 10 738.25 _ _ - - - - - -- - 6A - p PROPOSED DRAINAGE SYSTEM R- _l -- m °' LOT 1,1 _ pi T y -n C' I -m A p A J w 1 6 32A 54% 729.67 729.52 RCP +5 ul -n w N za zz7z o. � 4 - 29 44 '• / m R m �' - in � ' J � �� -cN � 157 / - 3 :.. 32 DI-36 CG-6 10 738.25 CLING LANE�� } LOT I - .1 ,I IV ( RA PROPOSED 8"HDPE ROOF/FOUNDATION D IN I I 31 24 174.39 0 52°r 72942 728.52 RCP \ So PUBLIC RIW I 3p+oo + J �w.� w T O A - - - LOT SYSTEM w/ io' PR TE EASEMENT TYP.) 1 30 DI-38 744.75 G R 7576. ° 165 J / cc s a 3 3 - _ N,t � - 75 1 '' •o � o LOT LO 160 LO � T `� - - ` zs za a7a7 0.88% 728.42 726.00 RCP � I 0+50 -- � �`o FFE- 1 � � � � I _ - � 28 MH - - 746.58 - i \ G R= LOT '1' LOT LOT i6z 161 159 ' " - - - - - - - 27 24 11.31 1.50% 727.00 726.83 RCP i 1+00 - 748- - - 755. 3 4 16 / ]p" YD-zE - /\166 _ . 1 1 - - - - O 38 DI-1 - - 735.33 � 3 _ + 37 15 29.70 1.08% 730.92 730.60 RCP LOT 1 - - - - 6 - - - - .:: PHASE II LOT G =75 i 67 0�l 4AR=755 17 '1 1 I �. - -- 75 _ • ` " + 46 MH - - 757.92 EXISTING iz"CMP F 757.33 7 _ FFE=7 -.83 i67, --- \ S (FUTURE) CULVERT TO REMAIN 141 0 as z.a7°� / I 754 YD-zH a•LL' .LL 368 ' - -- -- - - - - -44 ,s sees 75242 75075 RCP MH 756.00 0 p LOT D. _ Z6 -' •1�+ _ _ - - - - w N p � \ LOT -7-5 - -' I 1 - , 75, - _ - YD-2D i _ " - 43 18 111.16 3.66% 747.17 743-10 RCP F ti �4o F E-756.6j 6No 4 =7551 -16$ J \ 1 - F \' 3 / 42 DI-3B CG-6 10 750.92 PROPOSED 8" HDPE ROOF/FOUNDATION DRAIN PROPOSED 8" HDPE ROOF/FOUNDATION DRAIN, '. r • LOT I 36 41 18 100.34 3.14% 743.00 739.85 RCP SYSTEM w/ io' PRIVATE EASEMENT (TYP.) : SYSTEM w/ io' PRIVATE EASEMENT (TYP.) 6A _ - 40B DI-3B CG-6 8 747.50 LOT G R=754 6] _- qR_ LOT / I --- _ _ ° _ / / - - 4 - ` ` 40A 24 27.69 1.16% 739.75 739.43 RCP 139 F =755 S I 3 7 7 yohi 753 7 16 A = - 40 DI cG-6 8 7azs0 6.1 '6 ° -I + - / _ 1 1) YD-zC FF - 74 71 I o / 3' ' 39 24 54.76 1.52% 739.33 738.50 RCP 0 z I IIIw / I YD- D i oo LOT R % 3 f}FE= 1 PROPOSED 1i" YARD DRAIN SYSTEM • 185 / - - - - 48B DI-3C ccr 10 755.25 753.133' ° - 7 :w 10' PRIVATE EASEMENT TYP. 4' 3 0 48A 15 34.70 0.69°h 748.17 747.93 RCP � / 1 $ E=754 do 4 4z v / ( ) I 1. o G R-74 8 8/o/a - - - , as DI 3c CG-6 10 7ss.zs f U-yw / PROJECTBOUNDARY T I 3 ++ YD-zG LOT F Q - w (TYP. - GAR=751- 7 LOT o 3 ; 184 o.5s°n f� 'w / 75? 1 °Po FE=751.8 171 `` % I _ 5 197%ll� a7 I / 46B DI 1 757.75 co v, / / -�- ) I = - U I "FFE_-744.17 / !. 18 99 52 747 83 747 27 RCP _ / PROPOSED 12" YARD DRAIN SYSTEM 75 7 1 - I L ° asA s 33.5s 1.asA 7s3.5o 753.0o RCP 04 / / / I � LOT GAR 1.6 6� W � - r _� 8 _ ." . ; , I. (. • ' !-i 183 G R=74z.17 � i � � � N w/io' PRIVATE EASEMENT (TYP.) 137 FF;E-752 33 ] - - 74 YD-zF - ` `. `. I" 1 I F E=74z.83 y I CULVERT-1 ES-1 756.33 I J LL' �" .I" I•I I -I / RCP cl)LOT z . " "LL • • ' 15 16 38 12 21 % 756 00 754 00 YD-3E oui 75R� -- LOT G R- 00� o z� _ _744 I 182 G R=741• / / \ 52B DI-3B CG-6 10 755.17 Q YD F o - 75� 7 I ~ �46 - _ P F E=74z.17 52A 15 z763 0.83% 748.25 748.02 RCP N J 1 3 753 0 136 F E=751 _ + 'i w - - - 7 1 �' - oo 0 U 74433 _ PROPOSED 8" HDPE ROOF/FOUNDATION DRAIN- - sz DF3B CG-6 10 755.17 Q m - - - LOT i ' \ 51 15 163.33 2.71% 747.92 743.50 RCP 75 3 I� r I - - - - r� - ^ ' G R-740.�3 SYSTEM w/ 1o' PRIVATE EASEMENT (TYP.) N \ I LO = 0.,, I z7 - 50 DI-38 CG-6 10 749.00 - - o a PROPOSED 1z' YARD DRAIN SYSTEM- 181 F 1. N _ 75 - , -, - -_ - I -- w ----`� , •' / - ' 49 15 64:16 1.82°/ 741.42 740.25 RCP LOT LOT ENT (TYP.) ' ' ' - li S 102 1 1 LOT LOT LOT �` (I I YD z6 o /.:- w �- N 35 / 10' PRIVATE EASEMENT - Q Q I 1 F E- 1.D _ LOT 7 73 74 I I 1 I LOT r~ � � soB DI-3B ccr, a 7as:oo � o -- G R=74� 67 0 I 7 ^ o° ^ M175 ^176 �77 LOT I -180 R-740'}7 _ 50A 15 27.66 0.83% 741.75 7a1.52 RCP 0 7 Y. - -- - - -' LOT LOT L I I LET LOT 1 1 132 134 F =75p�3 7 moo 0 1 8 / W �OSEDDRAINAGESYSTEM - LLI 3 YD 36 ,33 n o -- ' � � �- � m 7 / � � ° Z � '� ' •' I YD 2E 12" Yard Drain 746.00 z J LOT I 9 p -mom -_ - R-74�.00 Sod ;11, 4o I\ ¢ w W ^ i? n I� a �i I' I I LOT I Qti �`i` - LOT ry ` �/ y - 12 20.30 4.93% 742.00 741.00 HDPE _I J 1z8 T+£ T �''; a LOTF E=749 67 G R=3�-Sp _' Q v LLLL_179 �. YD-2D 12" Cleanout 745.251z 130rc u F -' h I127 -n A JJw ��e- L0 - La L¢ W 4 e.. I-__Gl Y' 1n r W O _II - -1 -�w 1J 8 -"aren--2.00 w LLJ mnyu u v0 3 I -. a 3'�'��'� J _ YD- A - I� d � - � � 11 J -- \ '-_ 12 68.50 3.65°/ 738.00 735.50 HDPE � LL_ YDzI YD-2B 15" Yard Drain - - 739.00 12 55.90 0.89% 735.50 735.00 HDPE L9 1 - _ - .y . 7�8. __ �- \ YD-2A 12" Yard Drain - - 736.50 N Z _ S 735 33 - - FOUNDATION DRAIN = ' / a 1z so.3o tss% 735.00 73a.00 HDPE J PROPOSED8"HDPE ROOF% ' N PROPOSED 8 HDPE ROOF/FOUNDATION DRAIN - , • ' •� '� ' r " 3 346 6 - - Q w L� N ` -^^o SYSTEM w/ lo'PRIVATE EASEMENT(TYP.)� p 34 - 73, 16B -� 12 31.50 1.59% 734.00 733.50 HDPE i YD 2 12" Yard Drain 738.00 1-N SYSTEM w/ 10' PRIVATE EASEMENT (TYP.) 5oA F o I/ �- - - _ - - _> ' - - ' �- --- p _ - - 32B 1 1 -1 \ - �7+50 z7+0o 1"-_ z6+5o 30 - - �j n a -PROPOSED 12" HDPE ROOF/YARD DRAIN �. - __ m YD-2H 12" YaM Drein 753.83 -- 1 M _- (��_=111 - z6+oo SYSTEM w/10' PRIVATE EASEMENT (TYP.) � - - - 1z 7o.ao s.3s°/ 7a9.63 745.33 HDPE U ---- ^ 2g+00 49 29 - -\ 1 25+50 - -- r m _ 32A YD-2G 12" Yard Drain 749.83 -28110-. - 26 � - 2 + ^^ � 89% 745.33 740.33 HDPE ' n - __ - -, -__ ' > ,, -. ,u. 12 36.00 13. w V 2rj+00 -- - - _ _ _ L I 5° - - z . 00 3 - - - - _ _ • � • • . � _ r. - _ I . �,: �- ' �4+50YD 2F 12" Yard Drain 744.33 �. -- _ -�-- �"j6 2 +00 i_ 12 8485 569°/ 74033 73550 HDPE �9 5 - �o + o S, PROPOSED 6 WIDE__ A PUBLIC STRERE zz+5o D w PROPOSED DRAINAGE SYSTEMI a REVERSE SLOPE _ M I I' . : I ^• DRAINAGE BENCH '� " . " I I'r\V -- . ' I .,.I`{. l . 1 zz+ YD4C 12"YaM Drein 7s6.00 w F �. .I II ( -- - � '�.' - - _. 00 ,z s5.zo o.n% 752.00 7st5o HDPE 1-fl .. -- PROPOSED SWM FACILITY & - yDgg 2 Yard Drat - - 75600 - - -- - - -..-' - S - - - - 32 1 ,: n Q I --. 4 " •I - >MAINTENANCE EA EMENT � p 'S , I I _- _ - - •2 _ � - _ - _ - � I �i�'- 1 �' • " '• - - I -I � � > � � � S• � 16 12 28.50 0.60/ 751.50 751.33 HDPE W �J I_ - - -- 7sss7 W 1 749" 3 FFE- I S� 6j I�''� I oo I L . '. - • " " � _ ` •_ . • -745- I I GAI2-743 - GAR= 1 FFE-753- 8 I IShfiT 741.8 74 B p 7 z I I- -_ - 1 -75 7 - '1 I " I LFFE= o GAR- 1 0 - - ^ , " " Yo-a 12" cleanout 756.17 -- �38• LOT 744 740 74 ' - - - ,z 18:65 os1% 7sos7 7so.so HDPE FFE-754 3 75 743. 5 3 � I - � I AR=755�67 I o0 2 z I � '' LOT I LOT •. �- 73 I I B5 = 4.17 I I L FE= z. - I I I - - - - - - -� - - `�. •_ .LL • .• .• +�. •.` .' "LL j _ "FFE= 6. 1 I I- -- - - 6 -' J I 74 7 - 1I GAR=757 33� I I 75 33 LOT s 84 BSM - A R=74o 0 738 IGAR= I GAR= I GAR= 6 - ! " 735 1 FFE= 8. o BSMT=746-50,1 - - 1 86 $5� _ oo LOl-331 I -I - - 738. 7 i PAR=737. 7 - 737 33 1 FFE= ] _7 I. (1 '?Y" •:: %. / vD.tE 12" Yard Drain 75700 � 2= 6 75 f, 7 6 _ - 3/ I I _ I FFE-738. 0 6 737. 3 75 7 I - I LOT 8� . ,1- 736. Yp_ A BSMT- 0.8 I I E- & 73 / _ 12 SB.ao t71i 753.00 7s2.00 HDPE 759. 3 75 6 PR 5 I 8 7 l LOT 73 3 BSMT- z 736 1"•' J Q 6 4 _17 7 3 4 I -7 9.501 I BS z=7z8.1711 1=727.50 YD-4D w _ 1 - - I I I I I I I M -7 '$01 ' - ' " ' 1 2" VaM Drein - - 756.Oo p I I -11 LOT 88 OPOSED WALL I I _- � 1LU 49 5 I LOB $ JI (MAX. HT. = 6') _ 730 . PROPOSED 12" YARD DRAIN SYSTEM 82 I I LOT 7 z LOT i LOT / LOT LOT 1 ) %/ " . I GAR 731r 12 2s.s5 z.za% 752:00 751.33 HDPE J lOT2 O 9 - -- 8 L YD o' PRIVATE EASEMENT (TYP.) I _-I - - $1-- i I / / T �: rrE 736 r - 1 _ - 5 - 80 730 79 / p I PROPOSED WALL I t- - -I p t_ - 73 _'7 - _-__ w/ 1 L - J I I- - _J I I I I I I I ' I I I I I 7$ , . -77- - - -- `• ' • '• - . .. / BSMT=7z YO-3D 12" Yard Drain - - 752.00 Q y6 1 C 1� 7z8 /. i" / 12 48.80 4.10°% 748.00 746.00 HDPE 9 7� _ JII --- MAINTENANCE EASEMENT y - L -� I I I - I i.: `. LOT r - --r'- 734 - - _ L - I i / J r J 4 YD-3C 12" Yard Drain 750.00 - PHASE I I - y " / 76 12 50.00 2.34°h 746.00 744.83 HDPE O �744- .' " 7 \_ -1/YD-3B 12" Yard Drain 748.3373® N - �� _ i i ' _16BW, - • .� - _ - " ' - - 726 - -- ,/ `,/ YD-3A 12 Cleanout •`.. x 12 49.55 1.51% 744,25 743.50 HDPE / _." . " � \\ YD-3 12" Cleanout 748.75 U 735 i.__�-� /PROPOSED SWM FACILITY & _ _ _ - / - - / _ 1 12 19.90 2.51% 743.50 743.00 HDPE _ / PROPOSED WALL x, \ ono \ MAINTENANCE EASEMENT - - - - - - - �- - / _ 7zO� - - - ' (MAX. HT. = 7') \ ^ \ F PROPOSED WALL i ' I - - YD3G 12 YaM Drain 757.00 w 1'zi. • " �ti PROPOSED UNDERGROUND STORMWATER MANAGEMENT I PROPOSED WALL 10o WPO BUFFER (TYP. __ - / - O u3 (MAX.. HT. = 6') _ - - \ _ ` ' FACILITY'C' -SEE VSMP PLAN FOR DETAILS (MAX. HT. - 4') 12: / `` -" \ \ - i \ - ' - - - ` YD-3F 12 82 15 4.87% 753.00 749.00 HDPE 12'Yard Drain 753.00 to ' (WP0202000053) \ -- ' - - 7 H C A7 - JOB NO. 8215 __ Ar L - - \ '� `� 12 67.35 1.48 /° 749.00 746.00 HDPE -'- ---� �'� I i O���O •� __ DD i�� �' �- •' YD-3E 15"YardDiain - - 752.00 �� ^ �O _--� O� _ -/ 3a- - - - - a vs1�3oi so \ - - =2o Z -LLlw - - " 12 52.75 3.79% 748.00 746.00 HDPE SCALE _ :" 1 / o O o O ©' O O O O o• SEE VSMP PLAN (WPOzo2000053) 0 / rr r /Q 6 • � 7 o Qo Qo -T' Q FOR SWM OUTFACE DESIGN - - -_ - I :� , -- - _ __ _ , - - / / L - - - - - - - - - - - - - - : - - _ - ( IN FEET) - - _Q w - - - - ."`• D 5A 2" Yard Drain 73500 SH 0. I _ 12 16.00 15 63% 730 00 727 50 HDPE _ _ - - - - - _ _ Y , i 30 / Q� ' - I / - - Q 0 O 1 J!- - - - - - - - ` 2 t/T YDS 12" Cleanout - - 731.00 --- -/ '�i--i 1 inch = 30� f't. _ EETN / O �i i -' ; - - - 1 - too -YEAR FLOODPLAIN (TYP.) `�Q ` �7� - - i - - - - - \ . ' - __ - - - - _ 1z ,s.eo 1a.aa% 7za.00 7ztso HDPE 9 - /\\FCZ:: DRAINAGE DESCRIPTIONS PIPE INFORMATION INLET INFORMATION STIR. NO. DIA. (in.) LENGTH' (it.) SLOPE (%) INVERT IN INVERT OUT MATERIAL INLETT/PE Curb Type SLOT LENGTH RIM ELEVATION 64B DI-3B CG-6 8 766.75 64A 15 27.68 1,16% 749.75 749.43 RCP 64 DI-313 CG-6 8 756.75 63 15 134.83 1.04% 749.33 747.93 RCP 62 DI-313 CG-6 8 755.33 61 15 32.18 1.03% 747.83 747.50 RCP 60 DI-30 CG-6 6 755.08 59 24 48.14 0.66% 747.17 746.85 RCP 58 DI-313 CG-6 6 755.58 57 24 44.05 0.73% 746.75 746.43 RCP 56 MH - - 752.67 55 24 138.65 1,25% 746.33 744.60 RCP 54 DI-1 - - 752.67 53 24 93.13 1.07% 744.50 743.50 RCP 60D DI-7 - - 754.50 60C 24 48.25 1.04% 749.00 748.50 RCP 60B DI-3C CG-6 12 754.67 60A 24 56.66 0.71% 748.50 747.27 RCP YD-6D 24" Yard Drain - - 758.67 12 102.40 C 755.17 754.00 HDPE YD-6C 12" Yard Drain - - 758.00 12 89.35 C 754.00 753.00 HDPE YD-613 15' Yard Drain - - 757.00 12 56.00 C 753.00 752.33 HDPE YD-SA 12' Yard Drain - - 756.67 12 75.90 C 752.33 751.50 HDPE YD-6 12" Cleanout - - 756.00 12 19.35 C 751.50 750.00 HDPE 68B DI-36 CG-6 8 754.75 68A 15 34.86 0.72% 747.75 747.50 RCP 68 DI-313 CG-6 6 754.75 67 15 206.62 0.97% 746.00 744.00 RCP 66 DI-3B CG-6 6 749.75 65 15 176.53 1.12% 742.50 740.52 RCP 66B DI-36 CG-6 10 749.83 66A 15 34.85 0.66% 742.83 742.60 RCP / = SCOTT IR LINS� No. 35791 °p 12/11/20 ONAL it ZI H- �o LU 1 T / U, r1 1LUw i � � PROPOSED 12" YARD DRAIN SYSTEM w/ io' PRIVATE EASEMENT (TYP.) /� \ 1•V - _ _1 I -'�� o �� Z YD-3G Z p - ¢¢ EXISTING SI NITARY SEWER MANHOLE (MH-EX-12) PROPOSED 8" HDPE ROOF/FOUNDATION DRAIN _ o D RIM TO BE RAISED FROM 759.75 TO 76o.25 Ln SYSTEM w/ io' PRIVATE EASEMENT (TYP.) 757.00 o J 1 - EX.INV.IN-_ 74773,EX.INV.OUT=747.65 �n Z ¢ / PROPOSED 8" HIE ROOF/FOUNDATION DRAIN YD-6D 758.67 S / > > '" - w SYSTEM w io' PRIVATE EASEMENT TYP. YD-6C 1 W _ %- - -_ / (TYP.) oI --- 10 -PROJECT BOUNDARY (TYP.) - 758.00 LOT 12 -PROPOSED 8" HDPE ROOF/FOUNDATION DRAIN LOT LOT 103 124n c T / - SYSTEM w/ io PRIVATE EASEMENT (TYP.) YD-6B 7s7 � „ c „ c m A m i -MANHOLE- 0O �60 / 20 121 _� / \\ EXISTING SANITARY SEWER MH-75 -ii �" LOT �1 I Z II I m A m � v 11( ) � � Loy � m RIM TO BE LOWERED FROM 62. TO 8.o n � _ c EX. iz9YARDNDRAIN SYSTEM- YD-6A 756.67 - - 762 - '$�/; LOT LOT 1G �cr, nl �� w ~T4 / G 07 LOT 118 w/ io' PRIVATE EASEMENT (TYP.) - LOT 116 117 m m j0 o LOT n � , m ' i traito J - - / / ! PROPOSED 20' PUBLIC 760 '- A \ \ LOT 114 115 �� �° \ DRAINAGE EASEMENT 113 rn p v yp - / _-- \ LOT 1 LOT LOT ill �112 LOT VTN� / CI-\NG 0 w N � N __ \ LOT 1O9 c G� 10+00 754.50 LOT LOT LOT 107 8 mvA,� a� C,vL \\ 7 8\ o w y �v w o - io6 m o / / / \ - - v 6oD . • \ \ 105 0 I / / / // / \ _ -; .•'��•s�- ,_�- _ .- -.=1may'-me--��- vm"�i+ $��%-- �� � ✓ M /�31t00 'S is�- o- // //�' - ,. .' >� � '•� �" ""o��� r-°oow ow o o - - � - � 64B - �� �3;4 0 // _ � � aM rt � r >d \ i \ / / / / :':ems• �. CB - 6 A +a0 - 's - 1 • 'r G 15 F rrrrrrrr� 0) � _ -A / / / / / /\ � / '. i�. • 5� �.` . . �� ���GA = 8.00�. � 5% ��2 754.67T8 _ V . _' i'\ � GAR-75933 I- 75949 N 75 - - - + o - - FFE- 6000 FFE 758.67 3z 5 ', / � i , • '. • ". • •. '• • `. • . • = �� _ .> - � \� � 1 a \" -GAR=754.00) �- \GSM=750.17 , � /\ 1 LOT \756.50 TC �' '" � \ m 756 � � - � / .. \� \ ` i � ''\ 758 \ \ FFE=759;67 '', \ II .- �� � 104 ! \ iy v \ .. M-/ / 33}no \ `, 64 GA = 67) $SMT=749.83 `, LOT 9 r \:. f' - FEE 753 /9 / / ! PROPOSED DRAINAGE SYSTEM ? 3 ��` \3 T�- LOT O 0 93 J w G R-75 1 749�So_ \ 1 / I /�/ ;;'•, / ,T= oo\\ J \ j\ 1 I I L N GAR-75 LOT ♦ :4 4 ; 4 - +oo 4 GAR=7 .67 \ 749 J 1 FF94 E= 8,0 \ ✓ , a -- -,- _ FFE- 33 -\\- - LOT - - �• ' 75 6z BAR=7 •17 TNT- 8 0 / .PROPOSED SW FACILITY & LOT �\ 34+So - - r 74�5 \ 5 a _ \ ( FF�7 83 V A \ _ A 95 \ VV- \ \ V ' \ ♦ 6o MAINTENANCE EASEMENT f '\ 103 , % - 60 ` - - `y ' -� \ 6i -=748.00\ LOT - 7q4 \ 46 -PROPOSED 24' PUBLIC GAR=7g .b7 �� \ \ - 7 LLI T 5- - __ - -- - -\ 96 -- 6' -11 \ FFE=7 3 \ _ _ LOT MEN - • DRAT E \ - - a' �5•j of - _ 1�' 1 - GAR-75 -33\"97-\\\ - o- \ \ ` PROP 5 D STORM R P - -� 3 -� - 74 GAR=75733 j V° ' 1 - 1 1 FFE= o \ \ \ \ \ �.. \ \ • arm / FF = 8.oa , % _ LOT j48 \ , - \ - - -� - -74- / w � � .MANAGEMENT FACILITY'B' - . ". ', � • . ' • • , • '. • `\/ "_ � 75 - \ GAR=75 .83_ 754 Iv1T=747�17 \ $� � - "- \- � c- LOT F 1 - g _ - _ / SEE VSMP PLAN FOR DETAILS:. �. • \ I 11-FFE 0 1 1 \ - 7y4 / (WPO2o2o0005) _ - " \ G \ \ 6 s= - \ / \ LOT � _ % " - " � • . • • • .. " . • - • •; " . r1?_ ' r.. ;_ - --1 BSMT=746.z5 2. 1 LOT- � • • .: ._` • _/� _ _ • '� ` LOT 1 1 - 1 \ 1 - � - •• �35 • l` / \ p /` 5 55 0 746 66 =-LL'y - 4 1 73 Z o / 1 � � 1 1 � Q 1 PROPOSED WALL / MAINTENANCE EASEMENT - y (W % - J "-- 4• / b Y - - 1- ` - 3 e•, r 0 _ O W 744 PROP OSED WALL t0 i �- MAX. HT. = 6' % • O 2 /o _ V _. - \ V ♦ �� . i/ f l/ ' / R EASEMENT �CPROPOSED SWIM FACILITY& MAINTENANCE EASEMENT>oo'WPO BUFFE 'PROPOSED�_ -O-- •"_ - •..••mow�_, e W MAINTENANCE OO o C07 O W 0 ioo-YEARFLOODPLAI � 'v ���_0 00 © C0 \ SEE VSMP PLAN (WP0202000053) 1/ / I � I v , � � � `- - / _ i �•4� _ _ - - - _ - � FOR SWM OUTFACE DESIGN PROPO ES D VDOT STD. ES-i & CLASS Ai RIPRAP LINED � � J OUTLET OUTLET PROTECTION w/ FILTER FABRIC " - - ' - / - o ' -/_ ` / / / I 0 ��g "O O W e UNDERLAYMENT(L=20', Wi=6, W2=22, D=i.S) - / Oo O 0 00 / x / / / Oo 0 �Q�°°,�,--©90�-000���00000®00000 - o�° �v , - ROJECTBOUNDARY (TYP.)- y� XISTING STIR EA 7 ® -�'-b ---- \--- - \ \ --- \ Qom, 0��0 -� / / / _ / // � -/I U GRAPHIC SCALE- Oo 00 60 120.1 ii �C�?Q@�0000000 \ 00000 � \` - - - - %� 00 °0� 00 o IN FEET ) 0Oo®0°0 ®©COS ��0D�0 OQ OO OO 1 inch=.30�Yt. - O�(O�.-----------®�=�-�i-O - -_ - --- - \ s °boo ° o� _----------------��aa©o�oo�00000a�o�o�ooz0�00000° -- - °� ® - o® :-- � L-------- ----- I / / O / O Drainage Easement Chart Pipe No. Size (inches) Max Depth (feet)l Easement Width Required (feet) Easement Width Provided (feet) 53 24 7.1 1 18.2 24 55 24 8.6 1 21.2 24 57 24 9.6 1 23.2 24 Q a aL Z a Q i­1 W LL_ Q PV Z LLJ Q 2 dS z z W LU Q V Q Q W J 12 G w a Ln JOB N0. 182154 SCALE 1u = 30' SHEET NO. 10 NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES TRIP GENERATION CALCULATIONS ARE REQUIRED FOR ROADS THAT ARE PROPOSED TO BE STATE MAINTAINED: i. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE BEING COVERED. iii. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE PLACEMENT OF ROADBED BASE MATERIALS. iv. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, SHALL BE COMPLETED AND APPROVED BEFORE THE EXISTING RAILROAD o oT - .._- L°r L t _ LOi a56 XF o � PAVEMENT STRUCTURE IS PLACED. 1 ° V - ti ------ v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT W ITH THE APPROVED PAVEMENT DESIGN, PRIOR TO \ I PLACEMENT OFTHE PAVING COURSE OR COURSES, FOLLOWED BY FIELD 0 DENSITY AND MOISTURE TESTS AND THE PLACEMENT OF A PAVING COURSE C 1N 6e `` PHASE III NE - 1 1 , \/ GCA °r AS SOON AS POSSIBLE. FUTURE vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON 4 COMPLETION AS PART OF THE FINAL INSPECTION. \ \ \ JJJ ' \ Vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOTA MINIMUM OF ONE WEEK PRIOR TO EACH OF THE ABOVE PHASES OF CONSTRUCTION TO w F SCHEDULE AN INSPECTION. C' �, /� j PRIVATE ALLEY viii.. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL TESTING OF THE ROADS AT THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING ELIGIBLE FOR STATE O 11__ -- -- - - -- IALSTON �TR�{ --__- i l 'r j MAINTENANCE ADT RATE AM PEAK RATE PM PEAK RATE CODE 210: SINGLE FAMILY DETACHED UNITS 9.44 0.74 0.99 330.4VPD 25.9VPH 34.65VPH PROPOSED - 35 DWELLING UNITS (165.2 ENTER/165.2 EXIT) (6.48 ENTER/19.42 EXIT) (21.83 ENTER/12.82 EXIT) CODE 220: SINGLE FAMILY ATTACHED UNITS 7.32 0.46 0.56 739.32 VPD 46.46VPH 56.56VPH PROPOSED-101 DWELLING UNITS (369.66 ENTER/369.66 EXIT) (10.69 ENTER/35.77 EXIT) (35.63 ENTER/20.93 EXIT) 1069.72VPD 72.36VPH 91.21VPH TOTAL: 136 PROPOSED DWELLING UNITS (534.86 ENTER/534.86 EXIT) (17.17 ENTER/55.19 EXIT) (57.46 ENTER/33.75 EXIT) "TRIP GENERATION CALCULATIONS BASED ON ITE TRIP GENERATION MAN UAL(IOTH EDITION) 1313 L ,at ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES n a. y LT L°r 1 � T. ,,.- I I �.... PHASE L O s pN m® t /,- " LOT J ._: -� �, L_ � / � , lOT ' i "\\� \� , O V� r 1. PRIOR TO ANY CONS7RUCDON WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, \ \ ,<s � <-% �5� \' \ _ - I I � � ; L / / \ I -- INCLUDING CONNECTION TO ANY EXIS77NG ROAD, A PERMIT SHALL BE �,;� � \ OBTAINED FROM THE VIRGINIA DEPARTMENT OF 7RANSPORTA7701V VDOT. THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS °T / OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR 7HE REQUIREMENTS OF IF ,O, r ,°T ME PERMIT SHALL GOVERN PHASE I ss (\ \ \' r " / / 8)k F 2. ALL MATERIALS AND CONS7RUC770N METHODS SHALL CONFORM TO CURRENT \ = °T (\ `s (\\ - - SOT O� ? I SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 'T - \ J. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN A. ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTON. 4. ALL SLOPES AND DIS7URBED AREAS ARE TO BE FER77LIZED, SEEDED, AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE _ REASONABLY OBTAINABLE, LESSER SLOPES OF 3.-1 OR BETTER ARE TO BE C, ACHIEVED. _ - 6. PAVED, RIP -RAP OR STABILIZA77ON MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF 7HE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL _ - - �`i o T 7. ALL 77?AFRC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM 7RAMC CON7ROL DEVICES 8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS N. - - 9. ALL EXCAVA77ON FOR UNDERGROUND PIPE INSTALLA77ON MUST COMPLY WITH - I II ----_..TRIP GENERATION OSHA STANDARDS FOR THE CONS7R000N INDUSTRY (29 CFR PART 1926). 1 u = 10 O 1 +- - GENERAL CONSTRUCTION NOTES FOR STREETS (VARIABLE WIDTH) SURFACE COURSE WILL 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT L BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 8" 21-A HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 4" CONC. BASE COURSE 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 1, /j\ \/\ \ \ \//\ COMPACTED �/, /mar, v/v Son f SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED \\\i\//\//\ "' 'A j� j�j SUBGRADE PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR\\'' S APPROVAL. 3. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBUC RIGHT-OF-WAY OR WITHIN 4" 21-A STONE BASE EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE CONCRETE SIDEWALK ASPHALT PAVING - EMERGENCY ACCESS ROAD EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. NO SCALE 4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL NO SCALE BE HELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS No. 35791 12/11/20�4 k'SIONAL E�Gl O Z Z O J Q / Day U w m LOST Q Z Ln z LU Uj of .. Pavement Design RF= 1.0 Location ADT HCV Design ADT CBR SSV Dr Surface h a Base b a Sub -base h a Dip McComb Street (Public Road) 400 2 420 4 4 11.74 SM-9.5 1.5 2.25 BM-25 3 2.25 21A 6 0.6 13.73 Alston Street (Public Road) 900 2 920 4 4 14.47 SM-9.5 1.5 2.25 BM-25 3 2.25 21A 8 0.6 14.93 Dunmgan Drive (Public Road) 100 2 120 4 4 7.38 SM-9.5 1.5 2.25 BM-25 3 2.25 21A 6 0.6 13.73 Lexi Lane (Public Road) 100 2 120 4 4 7.38 SM-9.5 1.5 2.25 BM-25 3 2.25 21A 6 0.6 13.73 Litchford Road (Public Road) 150 2 170 4 4 8.59ISM-9.5 1.5 2.25 BM-25 3 2.25 21A 6 0.6 13.73 Private Alley 150 2 170 4 4 8.59 SM-9.5 1.5 2.25 BM-25 3 2.25 2IA 6 0.6 13.73 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 O 1 i " SM-s.5A I THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. SURFACE COURSE R I W cc-s c/t POINT OF FINISHED GRADE RIW 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9(A, B OR C). 3" BM-25 INTERMEDIATE COURSE case &cur ER cc-s CURB & GUTTER 6 WHERE RURAL CROSS SECTIONS ARE INSTALLED ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO s"-s" COMPACTED AGGREGATE 1/4 T' VDOT STANDARD PE-1. 7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION 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. 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS, 11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. 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 WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. ROAD NOTES GRADING: 1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT. 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER. 3. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT. OTHER TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCTION OF THE SUBGRADE. DRAINAGE: 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE (11 FOOT BASE COURSE, VDOT #21A OR #21B DEPENDING ON Do per'•• //'°��' '� 9U9 ' •. , ULTIMATE TRAFFIC UMITS AND UNDERDRAINS \'%\�\ / / SIR 4S ia07 s-Zw0 COMPACTED SUBGRADE t' 645¢ 2'5 t0'� 10' srovve (TRAVEL LANE) (TRAVEL LANE) ASPHALT PAVING - ROADS 20' E/P-E/P NO SCALE 27' PRIVATE ROAD R/W TYPICAL ALLEY SECTION - 27' PRIVATE ROAIJ (PRIVATE ALLEY) 15 JfpH DESIGN SPEED NOT TO SCALE NOTE: PROPOSED LANDSCAPING TO UTILIZE OUTER 3' OF PLANTING STRIP R/W PER 3' CLEAR ZONE REQUIREMENT A CG-6 5' WIDE CONCRETE 3' CURB &GUTTER CO-6 POINT OF FINISHED GRADE CURB &GUTTER y 5' WIDE CONRETE / 3� SIDEWALK CLEAR CLEAR ZONE SIDEWALK SURFACE I I EXIST. GROUND 2r 2R 2$ U 4" VDOT 21A 6' PLANTING STRIP -.4. •y..oT � •4" L�Or• 6ANTI ' PLNG STRIP 4' VDOT 2IA STONE BASE 21AA STONE BASE Sql"E SUBBASE EXIST. GROUND e 70 5 6 2. 2.5 6 5 To - To' (TRAVEL LANE) (TRAVEL LANE) 24' F/C-F/C 49, TYPICAL ArE16! BORhr00.0 STREET SECTION (49 ' ALSTON STREET, DUNNAGAN D)IVik LEXI LANA, & LITCIfFORD ROAD (ALL fiUBLIC ROADS) CS-SSAR RESIDENTIAL & JIIXED USE SUBDIVISION ST)?TrT DESIGN SPEED, e5 JfPfl ON -.STREET BYIJ(fLOUT PARA7AV ONLY 2. STANDARD UNDER DRAINS (CD-1 OR CD-2 OR UD-4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR TOP C� WHERE FIELD CONDITIONS INDICATE. R/W R, OF 4" 2" R cc-s cc-s 3. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM CURB �y 4" CONCRETE CURB & GUTTER POINT OF DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT j SIDEWALK FINISHED GRADE cuRe &GUTTER 4 CONCRETE SIDEWALK SURFACE OF TRANSPORTAION SPECIFICATIONS UNLESS OTHERWISE NOTED ON PLANS. 6 Exisr. GROUND 2% 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE ENGINEER. 2x ?a 2% DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. n 1 1 3;t 13" 6' PLANTING 6' PLANTING PAVEMENT: °; n 7' / 4" VDOT 2IA STRIP 4" Vr 4' war STRIP 4" VOOT 21A a. - -P: -.a / STONE BASE 2IA BASE SUBBASE 21A STONE BASE 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE p, . EXIST. GROUND eT INE eTMV BASE MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR - '-L 6 (PARKING LANE] (TRAVEL LANE) (TRAVEL LANE) - a5 - 6 s 1- ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECTION. 6" 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS MIN. 56' PLACED. R/W 3. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED 1' 6" 2' , GRADATION FOR TYPE I, II, OR III PRIOR TO PLACING AGGREGATE BASE. STANDARD CG-6 STDOT ONE#BA E68NOR DER CURB TYPICAL NEIGhBORH001J STREET SECTION t156 R/4Y� 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE JICCOJfB STREET (PYIBLIC ROAD) IS BEGINNING AT THE COMPLETION OF THE INSTALLATION OF THE AGGREGATE BASE. IN THE EVENT THAT THE CURB & GUTTER & CHECKED BY VDOT CS-SSAR RESIDENTIAL & JfIXED USE SUBDIVISION STREET DESIGN SPEED,' R5 ZPH SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, THE PUGMILL REQUIREMENT WILL APPLY. NO SCALE PRIOR TO PAVING AND/OR PARXINC ON ONE SIDE ONLY BACKFILLING. EXIST. GROUND EXIST.RGOUN\ EXIST. GROUND EXIST. 0 lU N � N L9 Z� ti M M N co co z mot' J N W o C37 w N Q > O ZJ J Q zLn w L~L J_ L O fV W z� 'L U Q � W Y w LU z O j w z Ul LU ZLU CD LU U) z Q W La �cj� J Q a- 0 O CD N o w a U) JOB NO. 182154 SCALE AS SHOWN SHEET NO. 11 W-4 E EMYLE DRAINAGE FABRIC IOVERA° P q AT TOP PAKD SXDILDFN PALElQ1T WINES 2WEE TLPPE HE W1 EBZ /00EOATE. RB IGOKOATE ON, dV31m GLASS IETERIA xe VFRPHLE BRIDAL REQUIREMENT,<EDZ OF PsHGLaOER) PAVED SHOULDER SECTION PINNY DIRECTION OF WATER FLOW VMgV m EHNL BE CENTERED la[fli QIO /M WTTER LFOTE%Rf DARSON Ei9at YEMENI E-0 AT TOH vA,ExTRr MENCR M OVIIAT RR SEE WE, BaT EOGPEGAlE NI , „PPE AGGREGATE OR ONIMEO GLASS MEETING Is PAroATNx REg1E6AElT. CURB AND GUTTER SECTION 6' BpW AS- MWYEp 46• CDEECTKKI PPAY WIS r-0• W. Ef£ TDiIET SEEN 45s" ITYTYNI OUTLET PPE W SCµE 1vooT STANDARD PAVEMENT EDGEDRAIN ROw AND MIDGE ST.... M7E 1 CE 3 I REVSKYN DATE INN VPNYNIA DEPARTMENT CF TRANSPORTATION GD-1 W-tt TOPOF CUT PAT FT ITYPICµI E f-PAVENNI BURNEvninis LW0.5E Drtcx UNE ELBOW FILL PERAM CROSSDRAIN CO-1 AT LOWER ENU OF CUTS CENTER LINE SECT KNJ TRAVEL LANES 45 45 (WITH TYPE THE MT WATER KI _-IL'-_-_ C'cc! A As, TRENCH PLACEMENT AV ,/� PAr CURS FOR `UPE To LL LINEBEDS WITH4J• RAVFAEN7 SEND E ME ELBOW 0E R FILL o SU®ASS `y� EWISTYPICAL' P. .P ..O. f-SELECT MATERIAL TTPEIOIMY OLF P p5] MORE if. XB MGREGAT[ OR CRUSHED .... OEIS MEEnW RS fF ... FSOUREM:NTS. PLAN VIEW c G-MXT. E DANNACE FAa+U (PLACEMENT OF CO-1 CROSSDRAIN) DR _- PAYFLENi 9FFIlE B B/EE f. w9SARI OR CEMENT STMLIzsD SUBBASE a o o a o BELECI MATERIµ iYPEEGR BUNRtlDE 9 ICEMEN OR LIME SIM I3E01 :' eoveo. o.". cEOIERTLE 'AST MCHEMTE MB ANYMCATE OR CRUSHED MANAGEMASS uEErwc xH WADArDx REDUREMExrs. GENERAL NOTES 1. UNLESS SPECIFICALLY INDICATED CAGEWRNN WILL NOT BE LOCATED AT THS PONT WHEN MOTH SUBBASE AND SUBGRA➢E ME STABILISED. R. 1RENCN SHµL S BLED MYTH AGREGATE AND TMOUGMY HAND TAPED TO SEVERE COAPKYLESS. NON -PERFORATED OUTLET PIPE 3. CUTLET PIPE SHALL BEGIN AT THE EIX£ OF THE RAVEL LANE PAVEMENT AND $HALL BEE) LR' ODES. ON GRADE PARALLEL TO T SHOULDER SLOPE 2% W 0 % DER4. ON CURB AND GUTTER YCTWNS, WHERE R IS NPOSSBLE TO OTHERWISE PROVIDE KEi9 T Nµx�W'""S' THEY ME TO E LOCATED SO M TO MAN NTO DROP B. ON SUPERELENATED SECTIONS, TRENCH IS TO BE MEN ENTIRE PAVEMENT MEA ji WITH WALL! FlPE ON LOW SILE ONLY. S. EMflT ELEVATION AT CUTLET END FF CUTLET PPE TO WE A WMW OF 1'-0" ABOVE INDENT EIEVATKN OF RECEIVING gRNN/lE DITCH OR STRUCTURE. N WALL iNICNIE53 MIM - INCHES r. µL CONNECTIONS ELBOWS,:YES, ETC.D MEAN PAY DYRS FOR GULLET PIPE AS TO BE OF TK SANE CRU5HNG sTREND AS THE OUTLET FEE. M%Ur3sTEO ACCORDING TO ASru O-z4+z M s%OEiLEcrlWl. e. OUTLET PIPE TO BE MOUSEY CONNECTED TO Ew-NOR OTHER MANAGE STRUCTURE. RDro A `�T MDNROs STANDARD CROSSDRAIN Ea`EEPEwE"�" sxEEr , OF 1 MEN DATE (AT LOWER END OF CUTS) 232 01Aw 501 y1SO4 VPCNA DEPARTMENT OF TRANSPORTATM Tm URU9RK STRENGTH TwL aF PPE zwT 4• Nox. DIAMETER zw*. w• xoLL DIAMETER SWOTX WALL PVC .lo] G.163 sL1OGl. wNE PE 70 PER PINK ro vsI zzz IS 1/2- E.II.W. 194 CAST MON CLEANOUT FRAME AND LID 101/4' ➢!STALLED RUSH WITH BNISHED SURFACE CONCRETE COLLAR POURED T 1R„ SEE PAVEMENT AROUND CEEANOUEECOVER - EXISENCE GRADE REPLACEMENT (350D EST) REQUIREMENTS PVC FEMALE CLEANOUEADUAPER I WITHINVERTEDNUTSCREWCAPOR Mal 1 -- FLAT SLOTTED SCREW UP KOR-N-SEAL NO. 5906-I0 AV5• * WITH 10 1/4' BAND PVC PIPE SEE BACKFILL AND BEDDING 45" BEND REQUIREMENTS \PVC PIPE SEWER LATERAL FUTUR SANGARYLATERALE,l � WYE II I------------- L BOTTOM OFTRENCH SEWER CUSTOMER'S PROPERTY EASEMENTOR RIGHT-O WAY FUTURE SANITARY LATERAL (WHEN UNLIKE LAYOUT REQ'D) 1 C4ST IRON CLEANOL R ,C \\ v h' T FpAMEAND LID l I ' e. ^- icy---=�..M SEWER LATERAL WYE A A 1 CONCRETE 45 BEND COLLAR } L 24 " PLAN VIEW - - - - - STANDARD SANITARY CLEANOUT IN PAVED AREAS JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY: VARIES -SOT* 10't-v I 5' III ... I I .5'_1 i WATER SEWER 3 h 0' o- LOCATION OF OTHER UTILITIES (GAS, ELECTRIC, TELEPI�NE, CABLE, ETC,) EASEMENT WIDTHS( WATER OR SEWER ONLY - 20, MINIMUM WATER 6 SEWER 3W MINIMUM Y SEE PART 3, PARAGRAPH ➢1 SEPARATION OF WATER & SEWER SYSTEMS. 4" DIAMETER BRANCH AND VALVE - cc-11 MIME: WHEN A ISOESTRON ACCESS RUDE c6MNS A CGYERCYL ENTRANCE ME CROSS SLOPE SWAM WE 2% FOR A WIDTH OF 5 FEET. A� STREETAPPROACH GENERAL NOTES (RADIUS TO BE As C� MANUM (ME'wMiE L SHOWN W FLNE) N (SHOWN !0 BE AN 1. WHEN USED N CONJUNCTION WITH STANDARD CG'3 OR CG-],THE CORE FADE ON !MS STANDING S TO _ _ _ - - - SHOWN Wl RNI51 KJUBIEO IO MATCHTHE MOUNTABLE CORE / CG-3 OR CG-B `-_- CONFIGURATION. WATER / "I R. SEE SlYRp IRp CC13 FOR CURB RMIP DESIGN i0 BE - - - sEEwNK USED WITH THIS STANDARD, slrcwALK IN IS --_- OTE 5) OPTIpNµ UNPAVED SPACE -_ FLOW' ONE 3 IMMUNE PAVEMENT SHALL OE CONSTRUCTED TO THE R/W THE IE%CEPT MIRY SURGRKE S7MILVATION PA-E%PAVSION - �+- OR IMMUNE WACH CAN HE RIN HUMTED JONT BEE%PHAI9OH OMIENEDEENT 4. NA ME CURB OR COMBINATION CURB MD GUTTER WTEH WIDTH 'TH z'-D' OR AS HAP MINN. INS ROAWAY MIGHT FOR REPL=T PURPOSBEYONDES. THER/w UK SHOWN ON TYPOµ SEEMA A PLAN VIEW ENTRANCE NOTES 5. WHEN THE EMMNCE SIGN CANNOT ACCOMMODATE THE WASKNE ROADWAY SLUE TURNING REWREMENTS OF ANOCIPATEO HEAVY TRUCK 1MFFIC. THE DEPTH FOR SDEWµN b CURB RMPB PVC SLEI 10'PMMDLD WIVE ENTRANCES ONLYI MEN !HE U. OF THE MACH. . RE MENTO 7". (SM CG Im EDGE OF PAY. UK OR OPPLWK ROW LNE URADE CHEACE ® -_- O 8. RAN5 ME TO CONSTRUCTION OF A ROW - IgE LIE IS REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS THRUST BLTHE IB--- --------_ ENTRANCE.CUTE xLYNNREMACKAY MAN. ® _ O T. THE DESIRABLE AND MAYWJY ENTRANCE LRNE CHANGES GRMF CHAWZ -- o V' NE USTEB IN THE µLOWMLE ENTRANCE GRAPE TALE. THESE VALUES NE NOT MPLCUELE TO STREET .,R� VALVE SO CONE I.. s 20 COMERCNNTRAN IALENTRANCE INTERSECTION NOTES M.J. FITTING- ® CO MDRUCT MADE CHANGES WITH A PARABOLIC DUANE. S. WHEN W-Mis USED FOR STREET CONNECTIONS. THE CONNECTION MUST BE COMEDY IN ACCORDANCE WITH AANTO POLICY AND THE APPLICABLE REQUIREMENTS XE VVESTROAD DESIGN MANUAL. LONG STOPPING- OF i INCLUDING SECTION A A BUNT DISTANCE AND K VALUEENUAL. 9. OPTIMAL FLOWLWE MAY REWDE NYMPHS OF A PoRTIW Of WTLEN i0 PROVIDE MOTIVE WAMPLE B ACROSS ME MMRBECTIOx. 1'IT_TIIQ ALLOWABLE ENTRANCE GRADE CHANGES /� C Au Al - NCR cducRErE , SECTION C-C EXIFARCE VOLUME GXME CHANCE 'IC OESWASLE MA%WA HGH 1CRETHM +50O VPp 3 3% YMEDIUM5W-G0A VW 53% 6x LOW LE59 TXAN 500 VPp 59Y 9% WTD ALLONYMSE ENTRANCE USAF TABLE AT NOT APPLICABLE !0 STREET CONNECTIONS v�T SPEDFICATKN RMEREXE METHOD OF TREATMENT WeD AD eRDCE STANDARDS WE CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) REvlslp ATE SLEET , E 1 MRGNN DPMTMENT OF TR NSPORTATXN DT/15 G..W mix � CG'9B Enl TRANCE C � W. WIDTH OF ENTRANCE d 45TW OR PROPOSED R OR OEW&KEwµN SPK[ SIXWAS EXPANSIONEXPANSIONANT e S & F Z E%PMECN JDM F _} 3 v l B ?P r EMTBRANCEEUgMTTA i a0w uE 16SN % PL" S%PMEDN JCNT iRINR MlooiX i3 ANSIE MNMIW 16: EDGE OF PMEWR LINKS OF PEG. _ ACCESS ROUTE ® LNIiS Oi PED ACCESS ROUTE UNPAVED SPADE WM-LRMERSABLE ' UWAVED SPADE M ENMMCE W's LIMITS OF PED. 6 WILB OF PEG. E55 RWTEB NW-TRAVfWKLE' MCEBR ROuiE® PEDESTRIAN ACCESS ROUTE DETAIL WITH L WITHOUT UNPAVED SPACE MOTIONAL RIDXI-K-WAY 19 flE REO P THE4NT5 OF MOH., IM MC65 RD11E E%TEND BfYONON L- J E%IsTW M PROPOSED M=T R -01 WAY. L N'0' RI PEDESTRIAN ACCESS ROUTES PROVIDE A CONTINUOUS NIASTRUIC'M STABLE, FIRM AND MUP RESMANT PATH WRECTIXC ALL ACCESSIBLE ELEMENTS Ci 4 ?eaSR000�'o FACILITY n4T CAN BE IV Aj O. ENTgED AND =0 BY PEDESTRIAN, r IGCE5 NbL r IS MJALENT TO RMR OF CURIL UMMUM .0M SHOULD RE I. SECTION F-F HALF PLAN F' --' W IF 1SM,U UA AbTFEE ROTW NE BLE RROVMO.A 4MWY 4' TRAVEERSE$E WDTXW R•.ry• B REWLRO WITH A IKY,9% CROSS SLOPE, WHEN USED N CWxINCI WITH STANDARD.'e•e. S. >. E. PARABOLIC CG-3 OR O-7. THE CUPS PACE ON THIS STADMO IS TO BE MJUSTED 10 MATCH THE ON IpUDMEE ORB CDiIGURATXM. P9I!6% e4v?T• NOR" GIOTER A �--- ® %. W SECTION E-E Nee^•.9: 4i= W Ox TO +ox pANwE 3,• I� v V"A"e4 eRbp4ee Y v "tti GL65 AT IXF.S.I COMIC. B- Mp, RUES,rrlE SIDE TYPEI z1e ® Pa. OF GRME CHANCE ANT SLOPE 5'-0' , FOR CUM AND GUTTER ONLY W FOR SISEWµK CURB AND GUTTER NET CONCURIExTLY z x HE x MACKAY INCREASE N TOPE AT WOMEN IP INTERVALS &ea=Y9Qa4S SECTION C-C W' x 3 S NAG UM DECREASE N SLOPE FOR FIRM V INTERVALNO B x MMIWM DEGREASE FOR SUCCEECUKG MUSEUM 10' NTERVMs SECTION D-D 5PLCRIarIOn IEFEAENGE STANDARD ENTRANCE GUTTER �VppT WM NN SEE BE sTMD/JNDS flEVBI[N DALE SHEET 1 OFI 103 20 1 VIRGIN APARTMENT OF TRANSR'NTAMN G]/15 PRECAST CONCRETE MANHOLE BASES SALL BE FABRICATED IN ACCORDANCE WTH PART V, SECTON G OF THESE SPECIFICATIONS. UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD HE AT BO• TO THE RIGHT OF WAY. UTILITY LOCATIONS & EASEMENT WIDTHS NTS FIG W-1 BOX VARIES RESTRAINED JOINT FITTINGS ON-LINE (TYPE "BA') GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL BA° LINITIALIAIBACKFlLL ?4' ININ IN. MIN. 7 6" BEDDING Y-. #68 STONE STARLE SOIL ROCK " SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONUITON ACKFILL AS ACSA #68 STONE STABLE SOIL OR ROCKD' NOTE I. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFlLL, 3.THE INITIAL BACKFlLL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES, DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NITS FlG W-2 TD-2 PLACE 5' GALVANIZED " WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS 'a AS DIRECTED. MARKER LOCATION MAY BE SUBJECT PLUG < TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE -\ GE N NIT VArcms THREADED COUPUNG BRASS NIPPLE AND PVC o CAP T LUBRICATE ALL THREADS b METER BOX (SEE FIG. W-7) NO. 57 STONE WATER 2" PIPE SLOPED TO DRAIN IF D ADJUSTABLE TRAFFIC RATED VALVE BOX W/ LID M.J. GATE VALVE LINE GRADE ALLOWS-14 2500 P.S.I. VARIES VARIES 2' BRASS PIPE CONCRETE 8 2'x 2' BEARING AREA ,Yn THRUST BLOCK ° WATER MAIN AND VAL2" THREADED TAP c. VE ARE SAME S17E PLUG A DEAD END A (TYPE "A") NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE TYPICAL BLOW -OFF ASSEMBLY TYPICAL GATE VALVE NNITS TS FIG. W-8 FIG. W-5 1D-19 TD-9 I FRAME & COVER (SEE FIG. S-1-D,E) STREET SURFACE OR 1/B SEN. I a\. '1�0I 1. Q\ 1 11 11 11 II' KI I, ff I O PIPE DEGREE BEND DIMENSIONSVOL. TEE AND PLUGS VT)L SIZE OF FEET W.YD. ( Cu.YD. BEND L H T L H T 90 2b0 250 3.01 D24 q• g 6-- 45 200 225 260 0.15 200 2.25 25D 0.15 221/2 1.50 200 252 O.I0 11 1/4 1.50 200 2.50 O.tO 90 3,68 3.16 3.21 0.48 9 45 22 7/2 2.68 1.68 288 216 2.]] 2.89 0.28 0.13 5.16 291 2.68 0.32 11 1/4 1.66 276 1.67 0.13 90 4.B3 3.83 3.42 O.B3 10' & 12" 45 3.33 3.58 295 0.43 3.83 4.00 2&3 0.52 221/2 2,33 2.58 288 0.24 11 1/4 1.83 2.33 2.84 0.18 1' WMPBSS. a E/9 YN.E PRF OR UPS. M& rctMANNING BACKFlLL SHALL NON -PAVED AREA NOT CONTAIN ROCK MATERIAL 36"MIN LARGER THAN 5" IN ANY SLOPED AREA -� SU DOGHOUSE BASE EX ETHNIC SANITARY ON CONCRETE BLOCKS SEWER PIPE DIMENSION °' I DOGHOUSE OPENING SHALL MIN. 12" CLEARANCE 24 mil,1'-D" MAX BE PREFORMED BY BETWEEN EXISTING PIPE INITIAL BACKFlLL" B"MIN MANUFACTURER OR AND STONE BEDDING SAW CUT TO FIT PIPE 6" LIFTS EMBEDMENT ( ) OUTSIDE DIAMATER 4 THOROUGHLY COMPACTED PLUS B'. SPRING LINE BY HAND OR APPROVED THICK MEET fA OF PIPE MECHANICAL TAMPER Q RUBBER COATED STEEL ND. Be STONE s9oowc NO 6• AND 4*M*NIR ` HAUNCHING N0. 68 STONE 3'-0" MIN STEPS CAST IN PLACE SOLD CEN BEDDING 6" max _ PRECAST REINFORCED MANHOLE DOGHO M BASE WAL�MANHOLe 4" min CONCRETE SECTIONS 1�IN neovE OUNDATION (SHALL BE I'D" RING SEALS 16" MAX : HLLE oO� ousEOLE BA sE SHALL GP REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE MINIMUM ELEVATION IPE BE CONSTRUCTED AS SHOWN AROUND EXISTING PIPE WTH 3.000 PSI CONCRETE ALL PIPE) DIFFERENCE ACROSS M.H. 5" ON FIGURE s-,-A fR NON -SHRINKING GROUT FROM INLET TO OUTLET SHALL BE 0.20 FEET. .' VARIES DEPTH OF FLOW 1FI011ETSE� ALLOW CONCRETE TO ROW A MIN. WRAP EXISTING PIPE WITH CHANNEL TO BE 3/4 DIAMETER OF NEOPRENE GASKET MATERIAL P-D' BEYOND BASE (BEFORE FILLING THE OPENING NOTE : CONTRIBUTING -�'=-- 4 OF STRUCTURE NEOPRENE SECURED BY 2 NON 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BEN' TT ° 12" OFROP5, 1 ON EACH EACH SIDE OF OPENING BACKFILLED ENTIRELY WITH NO. 21A STONE. A FILLETED INVERT FOR A SMOG '•d ' 2. FOR DUCTILE IRON PIPE THE BOTTOM THE TRENCH SHALL BE SCRAPED TRANSITION OF FLOW BETWEEN [ 12'3.0 MIN. CAST -IN AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO, 68 M INLET & OUTLET PIPE SHALL BE PSI R A C M BA STONE SHALL BE PROVIDED' PROVIDED. MIN. 6" BEDDING FOUNDATION N SECTION VIEW 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" NOTE W/ NO. 68 STONE 1 BEDDING OF NQ 68 STONE' 1. BEDDING THICKNESS REQUOREMENT SHOWN IS MINIMUM AND SHALL BE NOTES: SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 1. CONSTRUCT A FORMED INVERT FROM NEW SEWER LINE TO ALLOW 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE FLOW TO THE EXISTING PIPE. EXTENDED OR NON -EXTENDED BASES. 2. POUR A SHELF TO THE LOWER HALF OF THE EXISTING PIPE. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED 3. CUT AND REMOVE THE TOP HALF OF EXISTING PIPE TO WITHIN 6" INSIDE AND OUT. OF THE MANHOLE WALLS AFTER THE INVERT AND SHELF HAVE TYPICAL SEWER PIPE BEEN FORMED, AND THE MH HAS BEEN FULLY TESTED IN TYPICAL MANHOLE SECTION ACCORDANCE WITH THESE SPECIFICATIONS. INSTALLATION IN TRENCH TYPICAL MANHOLE BASE SHOWING BRANCH TIE-IN SHOWING "DOGHOUSE" INSTALLATION NITS N.T.S N.T.S FIG. S-3 FIG. S-1-A FIG. S-1-At TD-26 TD-34 TD-25 Cc-R AA �. co-z x5 DOWELS, B" LOU. I PERYSSIWE AT IR" C-C CDIISTNCTDN MA, S V'" PAVEMENT �[C W STEPPES FOR JONI ate- 5LI®I3E 1OF OF CUT12.1 MAX G WGWDE TEE Of RL e B 4=\ aL cOYYINP,I US WDENDItAN •'' EW-12 12U MA% 1 _e Y -�Y I. {iYRCµI TI SHOULDER LINE JT LINE LL BEE OF MVENIE! WITH BUFFER STRIP CROSSDRAIN CD-2 ON FILLS I ' • 90' TRAVEL LASS RMP �J RAw ` I� CENTER LINE SECTION ----k-----------s1--- ME EASED ISEE TAYEI `TRANSITION GUTTER PAN SEEM IWIM TYPE 1SELECT MATERIAL) L/ A f0 20I THROUGH RAMP LENGTH 5'MI' I i•1 TRANSTDN BETTER PAN SLOPE W* EDGE R PAVEMENT TO IDU TNRWGH SAP LENGTH CUTTER PAN W%IWM SLOPE 20.1 W" N� -C TRENCH PLACEMENT suxpIR LINE PicALl �!, TE E FILL T77777r PAVEYEM SUREKE N BAY SHALL TO Y CUM fKE WISl2 OUTLE OF PAT FOR IMF, OF ROADWAY culNculN - WITHOUT BUFFER STRIP oun[r PRE BKN Ci ORB 4 SELECT MATERIAL IYPEIORB NO EXAMPLE INSTALLATION METHODS - SEE PLANS FOR LAYOUT "p.u-y e. PLAN VIEW SHOWING PLACEMENT OF .q.<"" e�P• � CD-2 CROSSORNN ' A57 AGGREGATE. 48 MGREGATE OR CRUSHED GEOTE%MILE DLL4'EE1LRc IS 0RID 1. REOEREIEMS. WAWVGE "D NON -PERFORATED OUTLET PIPE x W SECTION A -A o- e.K ELOL '6 rADRD OETEGTNLE WANW SURACE- PERMSSBLE "L VaHe DR CONESTUCTIW ¢ J 5'W THORN N �" 5 r -PAVEMENT SURFACE L BASE SMOOTH W&L RE 70 Ro LIMA TO KKK 'IN (4hrr g SIGMAS OR MUNI S All SlFH/.SE • o P o 0 oe o a X WALL THICKNESS MIRY -FICHES • - '�"' f SELECT YATEAIµ TTPEE OR SOWME SECTION B-B OAD MIENT OR USE STABILIZED) XXXTESTED ADCODING TO ARTY G-FIR AT S%RERECTIDN. NOTES: " ONE DRECTION a W7 ADGREMTE, xe KCREGAE OR CRUSHED t FOR GENERA COTES ox THE CEEttMLE wMNINc SWrKE, ONE DIRECTION WITH BUFFER STRIP GLDIE.TIE CUM3 YE[TNG MB GRADATION MOVEMENTS. SEE SHLET 'Ms. WITHOUT BUFFER STRP INAwEE r-D' Y. GENERAL NOTES 2 TIE SOURED LEAGUE M A PMNLfl R.WP 5 LIWTED 10 15 FEET. REOMOE55 OF THEE OPE AMA I. TRENCH SHALL GE FIELDS WITH MGREGAE AND THROLKHAY LAW TAMPED !O 3. Wi1FR PM 9rvµL BE A 4A2YW SLOPE O 20H AT THE RMP OPENING. FA INSURE OIPMTNESS. 4. MAGWN PLACEMENT IS NOT PERMITTED. V(' MPROItx SRAM PAVEMENT 1. OUTLET PIPE SHALE SHIN AT THE EOM OF THE TRAVEL LAE PAYMENT AND i SHA L BE PLACED ON A GRACE PMALEL TO THE SWIM SLOPE 2 % YN 13L GESAMLEI GRACE TYPE B PARALLEL APPLICATION ROADWAY GRAPE IM PERCEN! MMIA A RAP LENGTH - FEET 4"CURB 6"CWB 0 6 8 5 1 a a e R B 2 S V, 15 fi 14 13 cFOSSwIix OROSSW.LL% GIRR LRDGE"-� SUMME 3, pry ORB AND CUTTER SECTIOM.MMEE 0 IS LOCATED IC OtIO MA IMOME OGLEN FOR GUTTER SOCTTHEY ME TO BE LOtlO SUAS i0 ME INTO NDROP ICO 2 ..NLETS GR MANHOLES. �AIN.DEPC ON SPEELEVATED SECTIONS, TIENCK 6 TO BE UNDER ENTIRE PAVEMENT AREA bR 8RE N0.3B la" W.DEPMI WITH WHET PPE ON LOW WE ONLY. CONO(E 3. EVENT ELEVATION AT OREi END GF OUTLET RUN ST BE A A. OF 1'-0" MO ^ n INVERT ELEVATION OF RECEIv1NGCORANADE pip OR STRUCTURE CROSSWALK PLACEMENT OF CD-2 CROSSDRNN AT B, ALL CONNECTIONS (ELBOWS. WYES, ETIJ WITHIN PAY LING FOR MUTUAL PPE ME TO II BRIDGE APPROACH SLABS SE OF THE SAE GREMING STRENGTH AS THE CURET PPE. TWO DIRECTIONS SMALLER RADIO TWO DIRECT1061S LARGER RADI 7. MEET PPE TO BE SECURRELY CONNECTED TO EW-UM DIMS MANAGE WITHOUT BUFFER STRIP WITH BUFFER STRIP sTRucrNBE. �Voo-r ACORY OF THE ORKIRML SEAL ED SEEM NARNINGG 6 ON ME ATHE GENERAL REFERENCEEI RR STANDARD CROSSDRAIN ROM AND B6DE STANDAEMSEW Ds CG-12 DETECTABLE WSURFACELE. ROAD AND SLEET 3 DF 5 RFVISON DATE TYPE B (PARALLEL) APPLICATION TIS 23z NET (AT GRADE SAGS AND BRIDGE APPROACHES) REV9O1 DATE 51EEI 1 CF 1 204.W W/19 VURFINIA EPMNENT OF TRMS"ORHATON 503, ... 7M MONA OEPMMENT OF TRANSPORTATW 07116 1OSD5 C.-. NOTE: MUMMEMS OF CURB RAMPS CONSIST OF TIE FCULDWNI .YMAUJC CEMENT SEEWµK ILEPTH M IN NES. MCA N SQUARE YMEW CNN WHEN SECURED (CC-2 UI MI M T.. FIFTY GENERAL NOTES: DETECTABLE .... yJ. ACE (ALE/, IN EOLITHS YANG. I. THE DETECTABLE WARNING SHALE BE FINANCED BY INDICATED DO ES EACH OF THE MOVE ITEMS IS A SEPARATE PAY DTEN MO Sy0LL0 SE W W YZED FOR EACH CLIMB CUT RAP. 2. AL OETECTAAE WARNING SURFACE PROMrS SHALL MEET THE REYUMELIENTS OF ITITABw SG4WA IN THE EPECMCATUS FOX 0UL DETECTABLE WARNING ENEPQ. INN' RMP iRU YM OF SETTLE WARNING HESUFACESPE PRCWLLS F R G-12 BE FRIG DE 4ATEMAR 4'S MM HEWING ES OF LIST NUMBER 71. S. SEWING SEES Cf GUIIS RAMP MAY C PgMEO MONOLITHMNIY WITH R.WP FLOOR OR BY USING PERMISSIBLE CONSTRUCTION AW WITH REGIME. BARS 4• 4. MOVED BARS ME TO RE W.5 % B" PLACED I -CENTER TO CENTER KONG r BOTH SIDES OF THE RMP FLOOR, ND OUT OF RAMP FLOUR. SLUR K 101 MAY CONCRETE COVER 1'/". S. ROM AY CWB / CURB MO UTTER SLOPE TRM61TONS ADIK{NT TO CAN TYPE A AMPS ANE AIDED I. MYNFNT Fox CWB / CURB AND G111E.. PERPENDICULAR B. MERa RAPS ME R IDUSAM FOR SCHEMATICS AND EMPI USE PATES. THE MOT. OF THE CURB RAMP SHALL MATCH GOES" WOE. WHEN CUT® NAMES NE USED A CONVICTION WITH A SHARED USE RAM THE MINIMUM WO1H DEAD. SE THE WOTH O TIE SHNEO USE PATH. 5•LW ). CETECTANLF WMMNGS SHAL EXTEND THE FULL WIDTH OF THE • ly:l +HAY CURB RAF LMM FLOOR. i l� ` e. CURB WNPS WILL BE INSTALLED AND LOCATED WITHIN PEOESTPoM CROSSWALKS 121 MP.V AS SHOWN ON RAPS OR M ORECTED BY THE EWi.tR. CURB RAMPS SHOULD ''. Wl BE LOCATED BEMNp VEMCIE STOP LINES LIGHT POLES FIRE XYpRMTS DROP wLETS, ETC. TYPE B � N B. RA S MAY BE PLACED W RADIAL OR TMNI ENTME EECTMOL6 PROVIDED THAT PARALLEL n' THE ORS OPENING IS PLACED WBIWR 1. WITS OF EE CNGSSN&K AND 4H OV (n THAT THE SLOPE AT THE LWECTION OF THE CURB OPENING IS GET CTNCULM TO THE CURB. F •v� N'1ED O. EETECTCK O WNMW SVRFIfE PANELS SxALL BE INSTALLED FLUSH MYTH THE'BACK O COO, It. WERE CUPS RAPE NTEREECT A RMIA SECTION OF CURB AT ENTRANCES � 12N� 9) OR STREET CONNECTIONS iM OETELTMLE WNRNMG SURFACE BULL NAVE 5 MM ■-'K X A FACTORY MIA OR BE FRLO-WOREED AS MECCLYEWfD BY THE Y INFMIURER !D 4/.1Cx LIE BMX' OF CUE. BEE CO-IR-ICES PARES 2M.08 MO EM.GT FM METWTS OF INS7AUUW DETECTABLE WMNNGS GN A RA%U9. VAN T AT Y .2 RGHER THAN EOCE IT PANE MENL ATXX ,SME M TOP OF CURB TYPE C PARALLEL 6 PERPENDICULAR TWWCWHO OpE B .4' C LD000 •DODO 0 O OO OO 000000. 7 LMOMG RA),P Do 000000oea 00 D 0 I• 4 o 0 oe 00 o o o 000000 5' 00000000 o 0 o 0 o eo DO DO oOODODooODD 000000000000000 OETECTMLE WANING % F AT BMI{ OF OCHE RE, VMIA91£ FLLL NOT. W RAMP E OR 1 SEE NOTE IL SME NM", M --Ill DETECTABLE WARNING TRUNCATED DOME PAY Luis INSTALLED ON A RADIUS DETAIL DETECTABLE WARNING DETAIL �VDOT A COPY O THE OPI SEAUM AND SIDED DAMNS 6 p FILE N THE CENTRAL OFFICE. SPEUFICATDN POAD AD DSDGE 9lANDARDS CG-12 DETECTABLE WARNING SURFACE "M`"°'E sIEE! I OF s REVIsp DAIF (GENERAL NOTES) ,Ds NO 201M 04/1B MAGINIA MPMTYENI OF TRMSPWIATp .504 T� V .L > m 9 n O FRANCS SE ANON WIC W SAEARO FlT 1 DUAL SERVICE SINGLE SERVICE NOTE 1) SADDLES 9XAu SE DEED ON PST: on. FOR USE ON ATTACHED URGE FWILY REWENBAL SEANCES OR DUAL MESSMAL AID PURGATION SERw.A4. �X 1' MWRESgOH v 3/Y MALE PPE coup. DR APPRO.w EQUAL =ME DSF W DETACHES SINGLE FAMILY RE91wnA SBALE WHERE AN IRMAnW METER IS NOT PRG'gEM NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS QTHE LOCAL STANDARD. LENGTH OF BRANCH VARIES e' IN (2]D 2' TO 10' - 18"-22' 7 CU. FT; rVALVE BOX $6a STONE TEE 2500 P.S.I. CONCRETE .' •y BASE ATHRUST AG BLOCK AGAINST \\V(J UNDISTURBED STABLE SOIL STEEL PILE WHEN THE SOIL IS DISTURBED 0)1� WHEN 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. B. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP SCOTT R. LINS� No. 35791 la pow 12/11/20�4 tistONAL E��� HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE , w V, PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. Z _0 NCE TYPICAL FIRE HYDRANT ASSEMBLY DETAIL O W U m ED w.rs FIG. W-4 ED ED U) J Q TD-8 H Z 0 1 Ur) > Z COVER LIFT NOTCH w ui Y 12 3/8" /� WATER i CAST IRON LID CD W N rN � N (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS. TES: VJ TYPICAL METER BOXES j TYPICAL SERVICE LATERAL INSTALLATION (5/8"-1" METERS) cy) (5/8" & 1" METERS) FIG. FIG. W-7 co N NITS FIG. AI CID z TD-13 TD-10 FU-1 J SEWER SERVICE LATERAL CONNECTION NOTES: A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE 1 Q ? 1. WHERE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS 12" INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE (V J LATERAL PIPE SHALL BE AT LEAST O.V HIGHER THAN THE LOWEST PIPE CONNECTED O TOP (CROWN) ELEVATION OF THE THE T TO THE MANHOLE. 3000 PSI CONC. BASE B. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE lV`J� V `1 (V BENCH SLOPED TO FLOW 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% �Q CHANNEL 1/4" : V MIN (1/4' PER FOOT ) 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN \ o ' E DIAMETER OF e. - � ALL HAVE A MINIMUM COVER 5. ALL SEWER LATERALS SHALL OF 3 FEET. W ` BRANCH ,J TSALT REATED J PZR FLEXIBLE CONNECTION -J NOTE: WITH STAINLESS STEEL ALL CONNECTIONS TO BAND EXISTING MANHOLES SHALL I- BE CORED AND A FLEXIBLE CONNECTION BOOT INSTALLED TYPICAL MANHOLE PLAN SHOWING BRANCH TIE - IN NITS FIG. S-I-B TD-27 ON4 i• 25mm DIA HOLES 32 3/4' (B3Nnm) Dv. BOLT CIfT1ICCIE. 1• 2• (51mm) LETTERS (RECESSED FLESH) FINISHED GROUND 2 It 4 MARKER - > a W 1L I L L9 PLUG END OF uO MAIN LINE SECTION SERVICE LITERAL Of \ V W ®xx 45ro'o' �,J TQ U Q W Y = W IN UNE WYE-TEE PLAN I z VARIES Z e vJ ul w SEWER SERVICE LATERAL CONNECT ON _ ° N.T.S. FIG. LU Lu z INNINNIP TD-3333 r,nrl [899mm] US61nmm]�� I1%amm] U) < L' DUE P06mm [ ) '�^^^//�, (2) CROSSED F--'--Ln/rlmWlmj A� I DuKm) w uj Of 5 11/2• O O J.'Amml Cwomm I3wmn] 13/16' FRAME SEcnDN [zaPm] r I3em ]UPYWHE L<L I DIML4E0 PULSEDDEARNI `l 1 2- cs, I q RY Na zz uh 0 P) R � 3 13/18' o SfW R 2 1/6' 2) COREED [B]mm] I6]9 mm] C)[5NWN1 t 3/8' [835mm] a n le / 75m (\� DIA 1 1 B' 2Bmm MA BOSS I DTI] B orn O.G. O.b 0 GET GROOVE 1]mm DN mti 0 [ ] [14m1n] SECTION VIEW I/a' ENE C SK SES 1EA93FMSKY NEOPRENE CASKET (R) SEEN 1/IA A a/W K 1 1/2 CJ 1600„ RUBBER PATFT/ O-I- ' PWa`ivu Csmm 1 5/B• (zP: RlS T I UU-II. 1/z ss 41mm nm] DN 11/.d. 24DD 1/2• I (9f EISM 5/8 ID IM OD S bnm�-{III IIIL� I J .63 DIAL sr4MLEs s1EEL Roo 30mm 3 L,,� r t 1 ON BOSS mm am Gv9Estl 1 C6BOnm) L ] PLAN VIEW /B' (PBmm) [ P / 1/4• (Bmm) DI SS-IIL�r. [ 1/D' INDEMNIFY LOCIQUG HOLE DETAIL NEOPRENE GASKET []Bmm] NDEBI uT NN a/o-11 LN XWx 7PIV# LOBB,AM 1. ALL MANxOES WARN ICU YEAR ROODPWN OR LOCATED M AREAS SUBJ6T TO RGDING 94LLL HAME WAlER11OFF FAME k OVERNJI N% JAL a/a-11 2N2 ALIMNAM E DESGN FOR WATERTUpT COMM WILL BE COµROEADS. m/ MIT.w23' pN 3. GOVLIM SIAL BE AND TG FMM6 WM ENDING WR ON saBLEAN ISEEIEBLY. [5BNm) TYPICAL WATERTIGHT LSWRD"NMrj 001 ]a85 _ [S7 MANHOLE FRAME & COVER LOCK' MA we AssDJeLT a O.D. of SNNEI OROOVB SECTION N.T.S PIG SHHi TO32 JOB NO. 182154 SCALE N/A SHEET NO. NO. 12 770 770 NOTE: ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST 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 NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 2iA OR 2iB, FLOWABLE FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03G. 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. VERTICAL GRAPHIC SCALE 5 n 2.5 5 10 IN I ET 20 I inch = 5 fL HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 2( ( 1N nL1' ) Inch. = u0 ft 750 kp 00 n 26+5o 27+00 27+50 28+oo 28+5o LOW PT STA: 23+84.00 LOW PT ELEV: 736.79 PVI STA:24+34-00 PVI ELEV:737.40 HIGH PT STA: 30+47.13 HIGH PT ELEV:75837 PVI ST :30+04.67 INTERSECTI NOFALSTON TREET(STA. +1)LOW PT STA:34+o1.6 6 ] 5 PVI EL LOW PT ELEV: 754.97 PVI TA:34+14.17 Fi 75 V:758.98 w/ EMERGEN Y ACCESS ROAD (STA. io+oo K: 1 oS LVC i5o.00 FVTELEV:754.69 K:26.25 �o N �O N VC:80.o0 N, v 1^, r N v +N a m .r 760 N) w M (yj PROPOSED GRADE r, � ^ ^„ 760 vi > v + w um Uw W v S ° rn ..uj NTERSECTION OF ALSTON S REET (STA. 26 m ) u? 7+ 7 m 00 u m w t o n 5� / DUNNAGA DRIVE (STA.1o+00) 755 35 M N. m� 1p0% 755 PROPOSED 6" CL. 52 DI WATERLINE ��� I L PROPOSED 4" CL. 53 DI WATERLINE PROPOSED GRADE (TYP-) PROPOSED VDOT �., PROPOSED 4" - 45' BEND TO STD. CD-2 TYPE A BLOW -OFF ASSEMBLY PROPOSEDAIR-RELEASE VALVE 1 5 \\A 750 �- �_ v y� 750 �_ 1. PROPOSED FIRE HYDRANT _ _ '3 ASSEMBLY w/ 8"x6" TEE 64A PROPOSED STORM FILL 52A PROPOSED 8"x6" REDUCER & 6" G.V. SEWER CROSSING (TYP.) EXISTING GRADE .-PROPOSED 60A FIRE HYDRANT- 745 - ROPOSED 8" CL. 52 DI WATERLINE ASSEMBLY w/ 6"x6" TEE 13, PROPOSED 6"x4" REDUCER & 4" G.V. 5 oA PROPOSED 8" SANITARY 740 _ - SEWER CROSSING 39 PROPOSED FIRE HYDRANT ASSEMBLY w/ 8"x6"TEE 735 8"x8"TEE 735 -PROPOSED & (2) - 8" G.V. PROPOSEDSTORM SEWER CROSSING 730 730 I� In l0 'o �} V7 M N c M 'o N M co 0 Ln 0) 00 H N O r\ M of ^ of l0 00 S It Ln 0) H N .t () M 00 I, M M n l0 0) H .t Wl O 't I� 't O) cl r' .t M In d \O 3 00 N 00 M ul n S Ln "6 M vl l0 ~ ul l!) 0 ul to 0i It d U) 1 n 't r` n n Ln n y1 n n y1 n ^ r\ ^ n N n ^ n ^ n ^ n ^ ^ .t n ^ n 29+00 29+50 30+00 30+50 31+00 31+50 32+00 32+50 [ALSTON STREET PROFILE 750 3 -79 LVC1ioo.o O m M O 0) HIGH PI STA: 21+72.50 ' °+ m ran PROPOSED GRADE 745 HIGH P00 ELEV:734.25 ML1i N 0 aw 745 I-S A.3e+6e N o PVI LEV:73z.8g INTER ECTION OF U m Q u w :z7.z6 ALSTON 22+24) m w Ln w STREET (STA. L C:225.00 w/ FUT RE PRIVATE T AVELWAY "' " Cj�w 7 +0 3 ° N LL z 35 + 0) .. + nck H rw � J N. \ OW PT STA:17+38.00 INTERSECTION OF Ji U Q 3 LOW PT ELEV: 0 1 7 v m v w w ALSTON STREET (STA. 20+20) PVI STA:18+35-5 w/ LITCHFORD ROAD ( TA. io+oo) 735 PVI ELEV:71 .66 1.200 735 PROPOSED VDOT IL LVC:195.o� STD. CD-1 TYP.) o 00 PROPOSED VDOT 2 1' PROPOSED 8" CL. 52 DI WATERLINE 00 m o m N PROPOSED STD. CD-1 730 N w mw GRADE 730 z:3' 6.z' u m w v w PROPOSED FIRE HYDRANT 32A m F w 5.0' ASSEMBLYw/8"x6"TI E Ln o 16A PROPOSED 8"x8" TEE 725 PROPOSED FIRE HYDRANT 1 PROPOSED 8'x8" & (2) - 8" G.V. TEE -PROPOSED 8" SANITARY 725 Z3.5 4.1' ASSEMBLY w/ 8"x6" TEE & (2) - 8" G.V. SEWER CROSSING r LA x PROPOSED VDOT izA LPROPOSEDSTORM PROPOSED 8" SANITARY 720 p a STD. CD-1 SEWER CROSSING 720 SEWER CROSSING z co ROUNDABOUT wa POINT YIELD F PROPOSED 8"x8" TEE ST 16+88 &( 2) - 8" G.V. 7�5 7�5 xlsrwG ROAD EXISTING GRADE MAX. GRADE GRADE ILL � _ .0%FOR TYP I ITIAL 50' 710 ROPOSED 8" CL. 52 DI WATERLINE 710 1 2.0° EXISTING 8" CL. 52 8A DI WATERLINE \ 705 REMOVE EXISTING BLOW -OFF & 705 EXISTING TIE-IN TO EXISTING 8" DI WATERLINE 2.5' 8"x6" TEE I (2) - 8" G.V. PROPOSED 8"x6" TEE TO EXISTING STORM (1)-6"FIRE G.V..V. HYDRANTASSEMBY SEWER CROSSING ALSTON STREET C/LSTA1 +o8 DUPREE STR EET C/L STA io 700 oo 700 0) [A m O 00 m n 00 0) �o v7 l0 M ^ l0 rn 0) lD H N N o O H l0 a 00 N m 00 �i' CO0D N N i. M 0) M M N N o V1 0) 0) O ao 0) to � 00 t0 co 00 O 00 O Ol ri rl M ci l0 0 ^ ri ii N 00 �p O) N M M N M M ,�:) �t M S S M M M O M w S M ^ I� M 6 CO M O ,y O S M W M 0 rl 0 ^ ,..� ,.{ N 'i N M M M M M ,n M M M M f f 17+00 17+50 18+oo 18+5o 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 ALSTON STREET PROFILE 50 745 740 735 730 725 EXISTING ROAD GR 720 VDOT STD. 715 710 33+00 33+50 34+00 34+50 35+00 LOW PT STA:12+o3.25 LOW PT ELEV:729.42 PVISTA:12+50.00 PVI ELEV:718.88 INTERSECTION OF PRIVATE ALLEY (STA.14 K:15.75 w/ LITCHFORD ROAD (STA.12 L VC:125.00 t0l Lot N + n I EXISTING GRADE-) F H CIO 75' 745 u� z o/ 740 /I Z } > `� 735 w FUTURE M co + w PROPOSED GRADE ROAD GRADE H' a j oIo 3.5 MIN. G n a 730 /z PROPOSED STORM SEWER CROSSING J } Z w u, X J w a (n W 0 Z m 25 725 aa. Wa 0.0 H� PROPOSED 8" - go* BEND TO LITCHFORD ROAD WATERLINE PROPOSED 8" CL. 52 DI WATERLINE 720 EXISTING STORM SEWER CROSSING EXISTING SANIT PROPOSED 8" SANITARY SEWER CROSSING N l0 W N I� M "o 00 00 rq 0) ^ CO ry N O) ,Mj Ol N O N N. m V) m Ol ,m N 1 "6 11+50 12+00 n U) 23+00 23+50 24+00 24+50 25+00 25+50 26+oo 26+5o 12+50 13+00 13+50 14+00 14+50 15+00 PRIVATE ALLEY PROFILE 715 710 SCOTT/R, CBLLINSt;_;' No. 35791 p512/11/20 o`� 1'IONAL SlG Z Z G J a O H I _ Vy] w � m (n J ` /W cn z ~ � w O Lu N � N '-I T Cf7 r C'7 ('7 N 0 4 z I Q wN J O Cn N O 7 Lu JJ > z o U) Lu LL. 0 LLJ z Of N z LLJ Q U-) J = Uy U Q W Lu Y Q z � D Lu 06 () Lu 0 W p zLu Or- _ cl) z J w w J CL ® CD CD N u b w p w CL (n JOB NO. 182154 SCALE V:III =5' H:!L" - o' SHEET NO. 13 750 750 N r\ 745 LOW PT STA; 1o+57. �0 N 745 LOW PT ELEV: 728.71 �+ PVI STA:1o+80.00 EXISTING GRADE 4 PVI ELEV:729.16 Ln K:47 65 HIGH PT STA: a+6z.5o w o } LOW PT STA:1o+i5.o LVC:45.00 HIGH PT ELEV: 731.38 O Q LU 740 LOW PT ELEV:727.g1 PVI STA:11+40.0o Z O J 1 740 O O_ Q PVI STA:10+1 0o 5. ion 9 O)00 PVI ELEV:730.93 U m w PVI ELEV:727.86 o6 o d) K:47.65 w O 4 K:2.50 o .. N -- LVC:45.00 w = E H `L ' w LU LVC:1o.00 U 0_ V V F F 0 OM m (W 735 ,0mm w 2 0clu Ns 735 _Z + + Nw. Nui w di vi > vi > ° o w z.00 PROPOSED 8" - go* u m U w m m BEND TO w > > PRIVATE ALLEY WATERLINE m w / 730 . " 730 ROPOSED GRADE -2.0 z00% 3.5' PROPOSED VDOT PROPOSED VDOT MIN. STD. CD-2 STD. CD-i PROPOSED 8" G.V. 725 725 FILL (TYP. PROPOSED FIRE HYDRANT 1.4 PROPOSED STORM ASSEMBLY w/ 8"x6" TEE SEWER CROSSING 20A PROPOSED 8" CL. 5z DI WATERLINE 720 � � 720 PROPOSED EI x8"TEE & (2) - 8" G.V. INTERSECTION OF LITCHFORD ROAD (STA. io+oo) 715 w/ ALSTON STREET (STA. 20+20) 715 N O C` 10+00 10+50 11+00 11+50 12+00 12+50 LITCHFORD ROAD PROFILE 770 HIGH PT STA: 27+07.87 HIGH PT ELEV:756-43 PVI STA:26+75.00 PVI ELEV:756.97 K:lq.1B HIGH PT STA:30+23.25 HIGH PT ELEV:758.49 PVI STA:30+03.00 PVI ELEV:758.26 K:ig.i8 LVC:ao.so 770 LVC,112.50 HIGH PT STA: 22+7 .00 N + LOW PT STA: 2 + 8.00 4 7 �m N 00 OW PT STA: 28+4S.92 LOW PT ELEV: 755.i7 N o tD n moo 0) HIGH PT 4 34 N LOW PT ELEV:750.37 m y H � PVI STA:z8+84.50 °+° n + :22+2 PVI STA:z2+z5.0 ¢ PVI STA:25+48.00 + vi ^ m + ) PVI ELEV:754-41 m N -- o m u 765 PVI ELEV:747 8 PVI ELEV:751.07 N ui N w K:38.08 Ji > vi U w 765 K: .82 LVG1oo.00 F w 3839 -• v U m vi > u w o.00 m m w m O n r¢ LVC:140.00 m w o o n O N o a O M O r\ N 01 Ln LnLn O a a g LU O o �"' + O rl TIE-IN TO EXISTING CLING LANE N w w Lu N^ N u O Q m r- + n " n w INTERSECTION OF N)w STA30+23 760 V v N ui °v 6i PROPOSED > GRADE > > MCCOMB STREET (STA. 29+33) w/ v > °Q DUNNAGAN DRIVE (STA. 12+75) > 760 > m u) > w H > z _ m INTERSECTION OF w Ov O a �- MCCO B STREET (STA. 25+81) v EXISTING GRADE w� LEXI LANE�4. 13+gz) 1.zz% \ 755 46A 755 ~ �� F z 3 PROPOSED VDOT w f 4-65% STD. CD-2 OF 75 O z - 3I SEWER CROSSING ! I I 75 0 w MN. 1.y' PROPOSED AIR -RELEASE 1.6' VALVE P: L �f PROPOSED 8"x8" TEE _PROPOSED 8" CL. 52 DI WATERLINE & (2) - 8" G.V. EXISTING ROAD GRADE 68A PROPOSED STORM 48A PROPOSED 8"X6" REDUCER 745 .1$% SEWER CROSSING PROPOSED 6" CL. 52 DI WATERLINE 745 1,6' PRFCROSSING PROPOSED WxW TEE & (2) - 8" G.V. o PROPOSED 6" - go BEND TO PROPOSED 8"x8" TEE SE FIRE HYDRANT ASSEMBLY & (2) -8" G.V. 66A 740 740 EXISTING STORM SEWER CROSSING PROPOSE.5 REMOVE EXISTING BLOW -OFF & TIE-IN TO EXISTING 8" DI WATERLINE EXISTING 8" CL. 52 735 DI WATERLINE 735 tD N co .t 00 r O 0) N a, O 0) � �+). 0) O O 0) m �/) 0) m O lD m �p '0 r\ m Ol m Ln N .i 00 d u> ^ O .t O .4t n N c+ Ln Ln 0) V) 0) O 0) n m a0 `t Ln w `t t6 0D `t 00 W 't c6 O O) N 0) m m O O ri w f+') � L lD �D VI v) �/) lD 00 C6 00 c6 It r` r` r` 't ^ r` f ^ r` .t r` 1 ^ n ul n Vl ^ r` ^ r` l!) r, r` M r` m ^ n lry ^ r` Vl rl n r` r, r` Vl ^ r` 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+oo 26+5o 27+00 27+50 28+00 28+50 29+00 29+50 30+00 30+50 31+00 MCCOMB STREET PROFILE rl 00 HIGH PT STA:12+33.23 HIGH PT STA: 13+40.00 3 n GH PT ELEV: HIGH PT STA: 11+95.25 HIPVI STA z o8GH PT ELEV: 5 333 HIPVI STA 13+15 0074 al Ln HIGH PT ELEV:763-54 LOW PT STA: 1o+15.00 PVI ELEV:754.83 760 PVI ELEV:751.24 w F 76o PVI STA:11+70.25 z LOW PT ELEV: 746.94 K:12. 6 LOW PT TA: 1o+ z. o :1z. PVI ELEV: 6 .o6 O PVI STA:1o+1 .00 LOW PT STA:1o+ 1 5 INTERSECTION OF 5 5 39 z ¢ w 7 3 5 53- 7 LVC:So.00 DUNNAGAN DRIVE (STA.1z+75) LOW PT LEV:737.51 VGSo.00 _O Ln,F K:17.96 PVI ELEV: 6.8 LOW PT ELEV: PVI ST :11+0 oo w L^ LVC 50.0o V K:2. 04 9 PVI STA:11+o 6 w/ MCCOMB STREET (STA. zg+33) 5- o ^ 00 n w z m vLu 5 5 7 m m PVI EL V:738.56 ° v) LOW PTSTA:1o+15.0o LOW PT STA: 1o+6z.5o n N F ]60 LVG1o.00 PVI ELEV:748.70 ^ rmn ,^ 760 K: 6.02 m J O LOW PT ELEV: oz K'26-38 ' N 5, w x LOW PT ELEV:758.1z 759 a m z °o m °o m LVd:10 0o N " 755 LVC:10 0o n n 755 PVI STA:1o+15.00 PVI STA:11+oo.00 .+i r N r` X w o 0 D 5 u> u W v l0n m u m u w - J 770 PVI ELEV: 8.o PVI ELEV:759-77 w w w Z 770 m ^ ^ N > > K:2.5o :2 . v > N v N `w' a PROPOSED GRADE 00 0° 0J �o ^ m z.00% 172011L Glo.00 LVC:S.00 m w N z 755 u> U w ^ �+ z.00 III z755 u ". u EXISTING GRADE 00 0� o O N C vm m w > EXISTING GRADE Li > I 750 m w 750 v) 3765 °N + ° m w 90°I°LOW TSTA:1o+15.0 o w o w N UJ 765 PROPOSED VDOT 5' LOW T ELEV: 736.81 > . > > . > 1. 1I STD. CD-i 3-5' PVI TA:1o+i5.00 V m V w v m > w O 7rj0 PVI ELEV:736.76 m w m w 75 MIN. 2.5' og - 745 K:2.50 6' 67 745 PROPOSED 8"x8" TEE VC -VC & (z) - 8" G.V. o W o w PROPOSED GRADE ]60 ]60 PROPOSED VDOT .0 ° z pO 4 0o q m 3 5 PROPOSED 8"x8" TEE MIN. p0o/ 6g% MILL &OVERLAY STD. CD-z 1 47 ° m N m & (z) - 8" G.V. 0 0° z• EXISTING DRIVEAY 745 ILL PROPOSED STORMS °° w ,°y iii PROPOSED VDOT INT RSECTION OF (TYP) SEWER C OSSING 740 �+ > w+ > STD. CD-1 740 FILL -PROPOSED GRADE DUNNAGAN DRIVE(STA. \ m w 1.4 PROPOSED FIRE HYDRANT 755 (TYP)) 755 w/ ALSTON STREET(STA. 26+93) 2.3 PROPOSED ROOF PROPOSED 8" CL. 52 DI WATERLINE ASSEMBLY w/ FIN6" TEE INTI RSECTION OF y;2' DRAIN CROSSING o z•0o°70 36A EMERGENCY ACCESS ROA (STA.1o+oo) 740 l PROPOSED 8" SANITARY 740 FILL (TYPJ XISTING GRADE wT _PROPOSED VDOT 73SPROPOSED STORM w/ALSTON STRE T (STA.3o+51) 6.T 40A SEWER CROSSING INT RSECTION OF STD. CD-z PROPOSED 8"x8"TEE SEWER CROSSING 750 750 & (2) - 8" G.V. PROPOSED STORM LEXI LANE ( TA.1o+o0) w/ SEWER CROSSING ROPOSED 8" CL. 52 DI WATERLINE PROPOSED 8" SANITARY ALSTON STREET (STA. 24+03) 1 n r\ N r1 m 00 735 SEWER CROSSING 735 PROPOSED 8"x8" TEE ,N; COa 06 o N N ° a & (2) - 8" G.V. 34A 730 n ^ nLn O 0) m 0) d ~O M m 0) n O r` rLi)\ Ol N 4 ''O .t v) 1p O O) O .i 0) d � N �, �I O) � N O m n m . N co 0) O 00 m ri n + 00 ^ H O N ri 10+00 10+50 11+00 11+50 12+00 12+50 13+00 ^ ^ n It n ^ ^ n ^ ^ n ^ Ln EMERGENCYACCESS ROAD PROFILE 10+00 10+50 11+00 11+50 12+00 12+50 13+00 10+00 10+50 11+00 a+So 12+00 12+50 13+00 13+50 14+00 DUNNAGAN DRIVE PROFILE LEXI LANE PROFILE VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 IN FEET ) 1 inch = 5 R. HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 200 ( IN FEET ) 1 ineh = 50 ft 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. NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03G. NOTE: ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST 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 SCOTT/R, CBLLINSt;-;' No. 35791 po�5 `12/11/20�� �&IONAL SlG 0 w N � N T r C)7 e cei Cn N 4 z o J Cn N O _ LW 7 J J J z o U) I­1 LJ_I LL.L9 � W ZOf z N Q W J T-U-) WU Q W Y Q Lu_ z � D Lu 06 (I) L u IC) LLI O zLu 1 cl) z Q w w JJ a IZ ® CD0 N u b w O w x d !n JOB NO. 182154 SCALE V:1"=5' H: 1" - o' SHEET NO. 14 740 740 NOTES: 2. 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 i.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03G. VERTICAL GRAPHIC SCALE 0 2.5 5 10 20 IN FEET ) I inch - 5 ft. 101 N X01v I'AL GRAPHIC SCALE F.n n 25 50 100 200 ( IN FEET ) I inch - 50 ft. 730 725 \ MH-18 \\/ STA:o+80.77 R I M:717.00 PROPOSED GRADE INV IN. 7o6.37TO MH-1g 720 INV OUT.7o6.17TO EX-MH-17 EX-MH-17 STA:o+oo.o0 R I M:712.83 INV IN. 705.7o TO MH-18 EX. INV OUT. 705.50 PROPOSED 12" YARD' DRAIN CROSSING C 710 / Soy 2 53°ro 705 700 1 3.2'. B" SDR 6 PVC 76.77 LF Qa o.61% '6 $yNQ y9�' III ol0, coIo M n 0 ~ O H n N OHH N N 0+00 0+50 1+00 1+50 2+00 2+50 MH-i4 - EX-MH-17 PROFILE MH-26 MH-27 STA:8+ig.8o STA:8+84.41 RIM:733-75 RIM:734-92 INV IN. 723-45 TO MH-28-7 INV OUT. 725.92 TO 735 INV IN. 723-45 TO MH-27 735 INV OUT. 723.25 TO MH-25 i MH-25 ROPOSED 8" WATE STA:7+46.96 730 RIM:726.00 PROPOSED STORM 730 INV IN. 719.20TO MH-26 SEWER CROSSING INV OUT. 71g.00 TO MH-24 4.7' i5 725 EXISTING GRADE 1.6' 725 QvC / pR'26oa% 60 720 MH-24 STA:6+oo.27 6QJ $oo / 9 720 Spar �5 RIM:713.00 INV IN.7o7.2oTO MH-25', 6Sa� INV OUT. 707.00 TO MH-23' 715 PROPOSED GRADE /M'N 715 ,�C- olo MH-23 6Q 1I STA:4+53,58 RIM:705.00 710 INV IN. 696.2o TO MH-24 1�ry�9 710 -INV OUT. 696.00 TO MH-22 PROPOSED CONNECTOR ROAD GRADE MH-22 MH-21 STA:3+36.52 j O 705 STA:1+74.16 RIM:700.00 RIM-6 95�7 _INV IN. 694.2oTOMH-23 INV IN. 690.37 TO MH-22 INV OUT. 694.00 TO MH-21 / 3.5' M N! O 7 5 n = INV OUT. 6go.17 TO MH-20 ? PROPOSED 24' SWM'D' 1C1olo 0 700 F OUTFALL PIPE CROSSING y(oQ 700 O 0 000 69� 0 n �D O yeti cq 0 0Lo Z_Z 2 > X V1 M Z W 695 g" SDR-z6 PVC 695 � 4.4' 06 LF C 1.59°70 113. POG 6g0 OUSE 8"SDR26Pv29% 690 MANHOLE i5835LF $, VT ,25% 685 @3 685 y�oy6�F 68o 68o N H O N 00 O H N 00 Ln OO l O l H00 MOl M 0) .T 0) L! 0) LO Ol 06 ) 06 0 O O O 0 O O 00 0 O LO N M .t m <O0 ^ ^ ^ n ^ ^ n n n 730 MH-1g / STA:2+82.59 RIM:72533 INV OUT. 71533 TO MH-18 725 1 720 73-5 710 705 700 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 76o M H-42 STA:1+17.79 RIM:750.25 INV IN. 738.87TO MH-43 755 INV OUT.738,67 TO MH-35 M H-35 STA:2+34-84 RIM:746.92 INV IN.734.7o TO MH-42 INV IN- 734.7oTO MH-36 750 INV OUT.734.5o TO MH-34 PROPOSED 12" YF DRAIN CROSS] NG 745 I -PROPOSE D8"� PROPOSED 8" WATERLINE WATERLINE CROSSING CROSSING 6 740 5 4' 39 ED STORM 3.1' CROSSING QVC 735 a' SORT 3.a9% yy3�9 730 MH-27 - MH-20 PROFILE MH-43 STA:1+73.70 RIM:751.y7 INV IN. 739.37 TO MH-44 INV OUT. 739.17TO MH-42 PROPOSED STORM SEWER CROSSING 8" DIP 216.57 LF Qa 0.52% 8" SDR-26 PVC 51.92 LF @a o.58% 6+oo 6+5o 7+00 7+50 8+oo 8+50 g+oo MH-44 STA:3+94.28 R I M:758.5o INV IN- 740.7o TO MH-45 INV OUT. 740.5o TO MH-43 PROPOSED GRADE �_AEXISTING GRADE 8" DIP 219.49 LF Qa 0.510/0 M I -46 - MH-35 PROFILE MH-45 STA:6+17.77 MH-46 RIM:757.00 STA:8+76.46 INV IN- 742.03 TO M H-46 RI M:756.50 INV OUT. 741.83 TO MH-44 INV OUT. 74333 TO MH-45 SEWER CROSSING 8" DIP 254.69 LF Q 0.510/0 3+00 O H ci N m 0° O N. O O O y OD H LO 0 cq O � w �Li0 I� 0 1 O N O S LO m W O H W HO n 0) O O LD 1!1 O Vf LOO O' r In L � ^ L Vn Vl � lO !1 r, !1 rl 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+oo 6+5o 7+00 7+50 8+oo 8+50 MH-26 o SCOTT'R. CBLLINS� U No. 3579' °p 12/11/20 �� oIONAL E�GN� RLINE CROSSING z z J O oU m _ w cn Z < O ` Ln Z /W� ~ w 0 W N a � N Lu r C'7 co N z Q N J o rn N w > 0 7 Lu LL V I LU Q J - > z IE U O L9O I J fV 76o Of W Q LLJ W WU Q C!1 755 w ry I— z Q D w I- cn L.0 z 750 e // 1�1�� Q W `J _ Lu F z 745 cl) Q J~ V) W LLU J 740 0 CD CD N 735 L W w 730 aLn JOB NO. 182154 SCALE V:1"=5' H: 1" - o' SHEET NO. g+00 15 7C5 765 MH-39 EXISTING GRADE MH-41 MH-38 STA:5+44.46 STA:7+42.81 STA:4+17.42 RIM-7S7.17 MH-40 RIM:756.67 RIM: z 753� 5 INV IN. o TO MH- o 747� 3 4 STA:6+ 34�49 INV OUT. 749.671 7E0 INV IN- 741.95TOMH-3g INV OUT-746.83T0MH-38 RIM:755-83 760 INV 0UT- 741.75TO MH-37 -INV IN. 748.53TO MH-41 OUT.748.33TO MH-39 MH-36 STA:z+79-70 MH-37 755 RIM:748.25 STA:3+20.98 'PROPOSED 4RADE 755 INV IN.738.87TO MH-37 RIM:748.67 INV OUT. 738.67 TO MH-35 INV IN. 739-45 TO MH-38 INV OUT. 739.25 TO MH-36 MH-35 45 PROPOSED 12" YARD MH-34 STA:2+34.84 PROPOSED 8" DRAIN CROSSING 75 STA:0+92.15 0 RIM:746.92 WATERLINE 750 RIM:741.67 INV IN.734.7oTO MH-42- Ll-PROPOSED STORM CROSSING z, INV IN.727.87TO MH-35 INV IN.734.7oTO MH-36 SEWER CROSSING 5.6' INV OUT. 727.67TO MH-30 INV OUT.734.5o TO MH-34 2 8" SDR-26 PVC O/u 5 SpR-z6PVi/o 1.09 io4.32LF MH-3o PROPOSED 8" 8 5 745 STA:o+oo.00 DRAIN CROSSING 86 o3LF 745 RI M:737.58 - INV IN.727.zoTO MH-32 INV IN. 7z7.zoTO MH-34 �� PROPOSED 8" 4 8' OR-z6Pv9% $ 5 �3 INVOUT MH-29 j / WATERLINE CROSSING 4.1' �E 12306 740 vc a„ SpR-26 Z.49°70 �-F @ 740 92.44 8" SDR-26 PVC 735 37.28 LF @a 1.o2% 735 PROPOSED 12" YARD 8" SDR-26 PVC DRAIN CROSSING 40.86 LF Qa 9.72% 730 5 9 0a JC @ y I$o/o 730 9- W SDR-26 PVC 7 5 88.i5 LF @0.53070 725 .t 0 lD I� O d n 00 N n m 00 vl Ln �(1 d m 0) OD 00 O � .t I� ID N rl N O7 H 00 kn .t O1 N m r` 00 00 Vl ID Ln Ol N m ^ O m .t O1 ri H m M N V1 m f ^ I� S 00 Ol .t 01 m �. Vl N l0 In r` y� �/1Ln ri lD ri ID u1 Ol ul ul Ol V7 V1 n mIt ^ n ^ n ^ n ^ n ^ n �. ^ n ^ n ^ n ^ ^ n ^ n ^ n 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 NOTES: 1. ALL FILL TO BE PLACED AT 95% COMPACTION. z. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF i' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03G. MH-43. - MH-30 PROFILE 755 750 MH-z6 I I STA:o+oo.00 MH-29 RIM:733.75 STA:2+l1.07 INV IN. 723.45 TO MH-28 RIM:737-92- 745 INV IN. 723-45TO MH-27 INV IN. 726.2oTO MH-30 INV OUT. 723.25 TO MH-25 INV OUT. 726.00 TO MH-28 MH-z8 STA:o+65.71 RIM 735 50 740 �INV NV'IN, . 723 830T0 -29z6 735 730 PROPOSED 8 WATERLINE �I III llZ.l' W. rol MH-30 STA:2+77.77 R I M:737-58 INV IN. 7z7.2oTO MH-31 INV IN. 727.2o TO MH-34 INV OUT. 727.00 TO MH-29 SED STO CROSSIP 5+oo 5+50 6+oo INV IN. INV OUT. G TO r013 SERF � 0 MH-32 STA:5+i5.86 RIM:749-So INV IN. 743.7o TO MH-33 INV OUT- 743.5o TO MH-31 MH-31 STA:4+56.78 RI M:745- 83 03 TO MH-32 - 33 TO MH-:j VERTICAL GRAPHIC SCALE 725 8"sDR-26Pvc a 0 2.5 5 "10 20 26 PVC a 56 - 62.7-1 LF @ 1.za�o 8" SDR-26 PVC 141.3 LF � 61.71 LF t7a 0.62% 11N FEET 1 ln(h = 5 rt. 720 HORIZONTAL GRAPHIC SCALE lD � 'i m Ol W u1 m 1� 00 r` ^ �i." r- N ul 50 0 25 50 too 200 m m m M m m 00 k1 m lD . M m m m M S 00 't n ^ ^ ^ ^ ^ n ^ n ^ n ( IN PELT ) 0+00 o+So 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+So 1 inch = 50 ft. MH 33 PROFILE - MH-26 6+5o 7+00 r S� SpRF � 3.2� '0001 N N N nLnr Ln 5+00 5+50 6+oo 7+50 v SCOTT/R. CBLLINS� U N0. 35791 O MH-40 °p 12/11/20 rv� oIONAL S�cw MH-33 STA:6+21.56 RIM:752.00 INV OUT. 747.00 TO MH-32 6+5o 750 745 740 735 730 725 720 z z J 0 oU m _ w cn Vy] � J cn z /W� ~ w 0 W N � N '-I Aj fly F- J w Jfy a L�1 Q I') O a LL PV LLJ U) z Lu Lu DC z Q Q Lu CL bLu W Q W 2 D_ Ln JOB NO. 182154 SCALE V:III =5' H: 1" = So' SHEET NO. 16 cvlcTlklr /_OAfI STR:12B VDOT STD. STD. DI-313 (L=io') STR:18 VDOT STD. DI-i TP-730.58 TP=729.00 INV IN: 720.6o TO i8 INV IN: 720.85 TO 20 INV OUT: 720.5o TO 12 INV OUT: 720.75 TO 12B STR:12 VDOT STD. DI-36 (L=8') STR:ao VDOT STD. DI-3B (L=8' TP=730 42 TP=728.4a INV IN: 724.42 TO 14 INV IN: 7z1.18 TO 2oB INV IN:7zo.z5 TO 1zB INV IN: 722.So TO 22 INV OUT: 719.58 TO io INV OUT: 721.o8 TO 18 730 PROPOSED 8" WATERLINE CROSSING PROIPOSEI 725 STR:24 VDOT STD. MH TP=734-25 INV IN: 7z7.o2 TO 26 INV OUT. 7z6.92TO22 J 00 m m J Q N m m O F N ^_� 740 N O OF O N Ln m v Q -> Ln r n F ~/moo w a� > 0)NF a0 N N Ln? n_o 35 7 F>> F-dz z �RCP 1LF 147 z15" RCP 27-74 LF @a 0.87% 720 � 18"RCP 18" RCP 22.32 LF Qa 1.03% 27.78 LF @o.go 0 18" RCP 7�5 zo.go LF @0.72% O 00 N W n n m 00 0+00 o+go 1+00 OD m N M � M n m n 1+50 2+00 2+50 STR-26 - STR-12 PROFILE o EXISTING GRADE J STR:zo VDOT STD. DI-36 (L=8') vi STR:8 VDOT STD. DI-3B (L=1o') m TP=728.42 m TP= 1 5 33 Q coo INV IN: 721.18 TO zoB o i O INV IN: 0 8 TO io 7 9 37 o y 0 � O- INV IN: 722.5o TO zz INV OUT: TO p n p 735 INV IN: 708.10 TO 8B Ln m, 721.08 18 _� F- INV OUT: 7o8.00 TO 6 ~p ° o 720 H OQ Q �., o, I� n a . co .�iz� ; I _O m o 00 Ln F- >Z_ >Z 730 cz 11 z o 730 715 715 ROPOSED 8" WATERLINE CROSSING ROPOSED 8" WATERLINE CROSSING PROPOSED GRADE 725 725 710 ' _ 710 kOPOSED GRAI Er - l 1 2' L15" RCP 705 27.68 LF @ o.83% 705 NG GRADE 700 700 0+00 0+50 STR-8B - STR-8 PROFILE 720 - 720 15" RCP 27.68 LF @a 1.16% 715 715 m00 N +00 0+50 STR-zoB - STR-20 PROFILE NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03G. 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 2oo8 ROAD AND BRIDGE 5 STANDARDS. [[j NOTE: HDPE CAN BE USED AS AN ACCEPTABLE SUBSTITUTE FOR RCP FOR THE DRAINAGE PIPES. SEE DETAIL ON SHEET 17 FOR HDPE PIPE BEDDING INFORMATION. NOTE: ALL DRAINAGE STRUCTURES WITH A 50 DEPTH OF 4' OR GREATER SHALL HAVE STEPS IN ACCORDANCE WITH STANDARD ST-i AS FOUND C IN THE 2oo8 ROAD AND BRIDGE STANDARDS, 76o NG GR, 755 750 -PROPOSED i 8" WATERLINE CROSSING 7; 4' 740 735 730 7�5 725 15" RCP 29.74 LF Qa o.5o% ]20 720 3+00 715 715 710 705 ]00 STR:46 VDOT STD. MH 7 TP=757.92 INV. OUT=696. INV IN: 753.00 TO 46B INV IN:754.00 TO 695 INV OUT: 752.42 TO 44 ROPOSED GRADE 76o PROPOSED VDOT STD. ES-i 690 NV. I N=756.00 755 15" RCP 16.38 LF Qa 12.210/0 1 750 �HN �Ln HN o+00 0+5o CULVERT-i - STR-46 PROFILE 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. VERTICAL GRAPHIC SCALE IN FEET 1 inch = 5 ft.. HORIZONTAL GRAPHIC SCALE 0 25 50 100 ( IN FEET ) I inch = 50 ft. 200 EXIE _ to F 00 0 Ln F- 0 O^' O O �m > n I F O �I Z O tea» LA Z Z POSED G O J_ m M tD o Ho'O o OOo = a 000 I-- °mo. o p O m oo I' Ln Oo >mn l°� I°�F H °no CO ^Z z0 p o o ^ 1 > > > > ^� Ln zzz I_ o V) Z 11 = N �O o O° F N Q O O O D Q '0 ^F 7 ... N - O a >> - tn H z z 24 RCP ° 97 49 LF @ 1.71 /o JJ z4" RCP 48.87 LF Qa 1.02/0 24" RCP 42.87 LF Qa 1.75% O J m m Q N W O O0 r o N 0 p co 00 > 'n �F O mV 7 ^Zp ,u„ F- z_ z_ J m m p m ° �O Ln 0 O O N N L O - N Q N d' O Il > O N mzzo Ha»> in HZZZ �5 RCP / go.62 LF 1 4% iS" RCP io4.ii LF Qa 1.03% RCP 93.99 LF @ GRADE O II m m p m N p O H Ln F- F- N > - nH z o 740 F a>> Z Z STR:16B VDOT STD. DI-3B (L=6') TP=735.50 INV OUT: 727.5o TO 16 735 ROPOSED 8" WATERLINE CROSSING 730 1.6' \LiS" RCP 725 28.26 LF Qa o.81% PROPOSED 8" SANITARY SEWER CROSSING 720 715 710 SCOTT/R, C7,5LLINSt7o No. 35791 ¢O� 12/11/20 1' IONAL S' G 705 N W � N 700 0 0) .,,,... 2 4 RCP ° /° T 110.89 LF 1.z6 695 � 24" RCP (Yj 37.84 LF Qe 1.32% N PROPOSED VDOT STD. ES-i & CLASS Al RIPRAP LINED UTLET OUTLET PROTECTION w/ FILTER FABRIC 690 z UNDERLAYMENT (L=zo', W1=6', W2=12', D=1.5') "t I Q W O O h 1 01 'n Vl O N It vl CO N m n Ol ^ 01 m N m N tD ''� M b to �t <D O n ^ rl O O O °D 0 O N I"i O N N O t<1 It O S 411 O � l6 O � N 'i 3. O N � O m �y rl m M N m �: m m � 't m � T CY) t� D1 n O ^ n O ^ n O ^ n 'i ^ n ti ^ n �i ,� n N ^ n N ^ ^ M m M n m ^ n m n N N 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+So 5+00 5+50 6+oo 6+5o 7+00 > _ O QC STR-16B - SWM FACILITY'D' PROFILE J J w Q 1p m � LL = Q m O Lon m °�O STR:32B VDOT STD. DI-3B (L=1o') O F- 000 ~ v,00°o TP=738.zs INV IN:7z9.77T034 o O c6 N O rn o In N INV IN: 733.5o TO YD-2 Q oD rl J �� ^oNo^mF INV OUT:7zg.67T03z w 4 j Q w O 75 N^ z z z o o m 0 750 = >w �~ a Z Z Z Z STR:3o VDOT STD. DI-3B (L I8') STR36 VDOT STD. DI-36 (L=8') Ln F Z (� Q w STR:34B VDOT STD. DI.313 (L=6') TP=737-42 INV IN: 730.6o TO 36 INV IN: 73o.6o TO 38 INV OUT: 730.5o TO 34 740 ROPOSED GRADE740 STR:38 VDOT STD. D TP=735.33 INV OUT: 730.92 TO 3 735 735 TING GRADE 730 730 15" RCP 29.7o LF t7a i.o8% 725 725 � m a m o+00 0+50 ��---- TP=744.75 PROPOSED GRAD INV IN: 7z8.sz TO 3z 1]INV OUT: 7z8.4z TO 28 745 STR:32 VDOT STD. DI-3B (L=1o') TP=738.25- INV IN: 729.52 TO 32B INV OUT: 729.42 TO 30 I-1 740 4B STR-38 - STR-34B PROFILE 735 24" RCP 11.31 LF @a i.5o% 730 INV. IN=726.83 TO UNDERGROUND-\ SWM FACILITY'C' 725 TP=744-75 m m INV IN: 737.6o TO 36B o m INV OUT: 737.So TO 34B mO O ~°o STR:34B VDOT STD. DI-313 (L=6') / ~O 06 TP=737-42 Q mOn INVIN:730.6oTO36 > mnF INV IN: N p �zp INV OUT:73o.5oT034 mm CL » Ln tzz WY Ln 2 745 Iw_- z n D Lu ED 8" WATERLINE CROSSING I (n I Lu Lu 740 Lu � z - cl) Q F V) 735 J I j < 1000 15" RCP 10� uj 000 15 RCQ 4 z5°/° 33.24 LF @1.zo% VFmmi Q�I� 162'S3 V 730 0 O i5" RCP (V 0 24' RCP z z LF 24"' of RCP o z.1' 33-57 LF Qa i.1g% 24" RCP 174.39 LF @ 0.52% 7J 54 47-57 LF Qa o.88% 18" RCP PROPOSED 8" SANITARY 36.83 LF @e o.62% SEWER CROSSING 725 {t-'I N lD w m m N m O1 M S r' 01 N ^ I� n O1 W O H N m O 00 00 N 00 f O LLI In n L<1 Ol m 00 �y N n t6 tD ^ O O1 m 'i m m m m m m m m S d- a In N ^ NIt It JOB NO. 182154 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 SCALE V:1"=S' STR-36B - SWM FACILITY'C' PROFIL] H:1"= SHEET N0. 17 EXISTING GRADE PROPOSED 8" WATERLINE ROPOSED 8" WATERLINE CROSSING -I I 76o J m M mw 0O m Io N m o d 755 o O OO O Ln - o s o� 0N 0w Q nn � n F- X �z O w > EXISTING GRADE 1D r,zZO z Z Z /F a »> zzz 750 v~iFzww II 745 II II I� 740 k 735 O n 0+00 15' RCP 3.76.53 LF @i 1.120/0 STR:68 VDOT STD. DI-313 (L=6') TP=754.75 INV IN: 747-So TO 68B INV IN:749.75 TO ROOF-13 INV OUT: 746.00 TO 66 76o STR:68B VDOT STD. DI-313 (L=8') TP=754-75 INV OUT:747-75 TO 68 755 PROPOSED 8" WATERLINE CROSSING 750 15" RCP 745 34.86 LF Qa 0.72% ,n 'i n N M co 00 N ^ O1 M 01 W n 00 n n 6 n^ n n n n ^ n n o+So 1+00 1+50 2+00 2+50 3+00 3+50 4+00 STR-68B - STR-EX-32 PROFILE 0 N I I J J v = N2 It U M U 't SO _m `t Q Q m mV1 0 O Ln~ ��^ 00� O w Q D 0 n N OHO Ln ♦- ri Ln O0 0 00 1 Q O O n n 't .o M� 0 �1 N d ♦- ~O t~n O O > Q N 't ^ > O n r - > n co N p O �__O 760 f-- iL 00 �H - o 76o °vi � .. '- Z; m1O 4H O � .. � >OOr- � �� EEO 76o W 1 � z Q � 7 nF-zzz a u H a > > STR:48B VDOT STD. DI-3C (L=yo') F rn o »>- z z z r,_O-o > > P ..� z O EXISTING GRADE rn I- z z TD=755-25 --- Ln F z z w n INV IN TO YD I v~ Ia z z 750 So -4 INV OUT: 748.17 TO 48 755 755 ROPOSED 8" PROPOSED 8" WATERLINE ----.PROPOSED GRADE WATERLINE CROSSING CROSSING 750 2.7' .1 750 y8" RCP L15" RCP 745 99-52 LF Qa o.56% 34.7o LF �a o.6go/a 745 O .11 N n 0+00 0+50 1+00 1+50 STR-48B - STR-44 PROFILE STR:46 VDOT STD. MH TP=757-92 INV IN' 753.00 TO 46B INV IN: 754.00 TO INV OUT: 752.42 TO 44 PROPOSED GRADE STR:46B VDOT STD. DI-7 TP=757-75 76o INV OUT: 753.5o TO 46 EXISTING GRADE-/ 755 755 .1 ' RCP 33.59 LF Qa 1.490/0 750 750 m N m � G o+o0 0+50 STR-4613- STR-46 PROFILE 755 755 PROPOSED GRADE EXISTING GRADE 750 1. ✓ 750 20POSED 8" WATERLINE CROSSING 24" RCP 48.25 LF Qa 1.04% 24" RCP 745 56.66 LF @ 0.71% 745 M 0 00 nrl �n nn 0+00 0+50 1+00 1+50 STR-6oD - STR-6o PROFILE 00 J m _m Q p0 Q �O STR:So VDOT STD. DI-3B (L=1o') Ln O H TP=749.00 0 °o INV IN. 741.52 TO SoB o INV IN:743 So TO52 m o �r INV OUT: 741.42 TO 28 ?z p 750 Ln F- z >z 750 M P OPOSED 8" WATERLINE OPOSED GRADE CROSSING 745 745 1. ' EXISTING GRADE 740 740 18" RCP 27.66 LF Qa o.83% 735 735 N n N O � � n 0+00 O+So STR-5oB - STR-So PROFILE 4+50 76o 0 � 0 o O U) H ° 0 O1p Q O a� 755 �� XISTING TRADE w 11 O - a» v) z z 750 740 INV. OUT=743.5c 745 PROPOSED VDOT STD. ES-1 & CLASS Al RIPRAP LINED 735 OUTLET OUTLET PROTECTION w/ FILTER FABRIC UNDERLAYMENT (L=2o', Wy=6', W2=12', D=1.5') 740 STR:40 VDOT STD. DI-3B (L=8') TP=747-50 INV IN: 739.43 TO 4oB INV OUT: 73933 TO z8 760 `° J m T M 0 00 Q I0 It t IN Ln 00E- 755 ~ ~ ~ Ln 2 m nm 0 0 O O 1--0 EXIT Ln 1-- 0 � G ~O N°o,Lv^V a>>> zzz 750 Q00 000 con > � �� In F- ONO. ^zzzp H Q > > zz ,nz z z z 745 PROPOSED8" WATERLINE CROSSING 740 735 730 725 )POSED 8" TERLINE 1. y$' RCP VF � 1pO'''4 z4" RCP 3.1 27.69 LF Qa 1.16% PROPOSED 8" SANITARY SEWER CROSSING 24" RCP 54.76 LF Qa 1.52% 00 J STR:6o VDOT STD. DI-3C (L=6') m00 N N TP=755- 08 J Q li ri .t INV IN: 747-5o TO 62 m o O O LD INV IN: 747,27 TO 6oB ^' 0 o STR:64 VDOT STD. DI-3B (L=8') I waf� Ln INV OUT:747.17T058 0 0 '00 TP=756-75 ~O 006 STR:58 VDOT STD. DI-313 (L=6') F O INV IN: 749-43 TO 646 0 Ln o TP=755.58 00 INV OUT: 749.33 TO 62 m ? 760 INV IN: 746.85 TO 6o p w nzzp INV OUT:746.75 TO 56 N ^� p a > > > LnF- z z z 'o n z STR:56 VDOT STD. MH f- rn a z z P 4 TP=75z 67 - - INV IN: 746.43 TO 58 _ _ 755 INV OUT:74633 TO 54 PROPOSED 8" ROPOSED GRADE WATERLINE / CROSSING / 1.2' 750 �5' RCP 15" RCP 3.34.83 LF Qa 1.04% 27.68 LF Qa 1.16% jum 2 15" RCP 745 o a z4' RCP 5 32.18 LF Qa 1.03% Z H rr �4' RCP 138.65 LF � y.251 24" RCP o 07 m y3 LF @ 1.07% 24' RCMP 48.14 LF @a o.66% �H w Ln 5 93• 44.05 LF Qa 0.73/o PROPOSED 8" SANITARY V / Z J SEWER CROSSING 740 H o > z W l0 Ln O1 't Ln O 01 00 M In n H M M 00 00 't 00 N ° n N 0) Ln O O S Ln M e1 wN n Lu n ^ n ^ n n n n n ^ n ^ ^ n ^ n ^ Lnnce 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 [STR-6413 - SWIM FACILITY'B' PROFILE 0 76o J 760 Q = N Ln O- OF It m STR:52 VDOT STD. DI-313 (L=1o') STR:52B VDOT STD. DI-3B (L=1o') It 't a0 O oo v 0 m m TP=755-25 TP=755-25 O O - > ( 'FL: °v N o INV IN:748.oz TO 5zB INV IN:751.0o TO ROOF-8 o ~ ". N ^ ? �Z z� Ln 0 00,4 INV OUT:7479zT05o INV OUT: 748.25 TO 52 mrl o �5 kM 755 o . O O 0 ^ Z Z O > �H Q O O a > > > ]60 STR:z8 VDOT STD. MH z z PROPOSED 8" p -�� 0 z z z �- - O WATERLINE F- 000 0 - TP=746 58 F a > > > CROSSING Ln F-o n N 0 INV IN:740.25 TO 5o vI F- z z z O -! O1 m a INV IN: 728.00 TO 30 750 Q> m � � �r INV IN: 738.5o TO 40 1.z' N Q 755 INV OUT:7z7.00 TO a PROPOSED GRADE n z z z 0 F a»» ,n F- 745 �5" RCp 745 23y% �z7.63 LF Qa o.83% ROPOSED GRADE 750 - .33 18" RCP 4 7 / 5.258.26 LF @a 2.87% 740000� RCP 740 64.16 LF y82% "-EXISTING GRADE 745 1a RCP 66% PROPOSED 8" SANITARY zo SEWER CROSSING 16LF �3. PROPOSED 8" SANITARY y11• SEWER CROSSING 735 735 740 730 730 SCOTT/R, CBLLINSt;-;' No. 35791 po`�512/11/2C �& IONAL E�G1 6 n ^ N vi ^ 00 ^ o, ^ n ^ ^ a)M ^ w ^ n ^ p r m 00 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 STR-46 - STR-28 PROFILE VI,Iz'I'ICAL GRAPHIC SCALE 5 0 2.5 5 10 20 IN FEET ) 1 Inch = ft. HORIZONTAL GRAPHIC" SCALE IN I'L'ET , I. inch = '50 ft_ 735 730 725 725 725 V1 U N It. f n1 M . N W QLn rl 0+00 o+SO 1+00 1+So 2+00 2+1;0 STR-52B - STR-28 PROFILE NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 2.6, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 76, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03G. 3+00 NOTE: ALL DRAINAGE STRUCTURES WITH A NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 12' OR GREATER SHALL HAVE SAFETY DEPTH OF 4' OR GREATER SHALL HAVE STEPS IN SLABS IN ACCORDANCE WITH STANDARD SL-1 ACCORDANCE WITH STANDARD ST-1 AS FOUND AS FOUND IN THE 2oo8 ROAD AND BRIDGE IN THE 2oo8 ROAD AND BRIDGE STANDARDS. STANDARDS. NOTE: HDPE CAN BE USED AS AN ACCEPTABLE SUBSTITUTE FOR RCP FOR THE DRAINAGE PIPES. SEE DETAIL ON SHEET 17 FOR HDPE PIPE BEDDING INFORMATION. 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. O w N � N Cn r r` C'7 0Y O N z N J O 0- M N Q w > O Lu Lu V1 _-- J Q W J U) LL 0 O ' PV Or- W W z < WU Q ' = 1u Y � � Lu_ z 2 D Lu O cI) W WLu �7 U) z Q J� U) W LLu J a ® O CD N u L w w a Ln JOB NO. 182154 SCALE V:1"=5' H: 1" - o' SHEEF NO. 10 \ 1 4__ 1 I 1 I _ _wo wo g00 0ne w_- - - goo va i w w � � / _ -- - ! __ __ �It1- w -- /r �K \\ LOTI nOi LOT =OT 104 I�I� 6BB _- _ ---_ -_-----.----.- --� \ --� W�-W goo woo 000 - - i �!t ------ _ Lor 66 - -- z a ROOF g / ! - .' - - - __ - i ���/ / - I- -_ now moo wo v �B { / M H Ln I , � T OOF i3 � S�� �' I � � z Ono1/ 1/,� -� !_-- MCC R �w v H 0 ' l < 46B / 1 _ _- - J ,- - / O 1. DRANI AGEDIVIDE(TYP. _ _-_ - -�-� ��--�- �' 48 � � _ _ � LOT idr cos 1 , -_ `<, 6 L � LLj •• W _ LOT LOT rsg �57 i} •/. am ow mix �� L RT iONO - • - \ ��pT 1 1 1 LbT i6 i6z i6= z6a =59 YD-zE - •` '�\'� y -- woo _ I woo goo YI �3 Z I Losr � AI - � =e6 I � ����I � 36 D-3D 1 Lor Z =6 1 LOT ` ��38R v OOF / i / _ S m LOT J YD-zC =84 �' 4 �� �,,40* D-3E r" ROOF-6 1' I LOT Z - `. .-__ LOT .i o D-3F ` YD-zF - YD z6 I I ai P s / / ` ` z6 Lu � I m Y _ =36 a I .I = z LOT LOT LOT LOT I r -- \ � YD 3G - _ __;;•--5, r- . � + �o I`, I Lor =73 =74 Lor Lor 1 / / _ I� r /J ' / I �� �' � t ` ` / / - I .N-� YD-6C _ LOT I � Lor i - 6 ur YD-3B 33 AR�� RAINAGE DIVIDE (TYP.) Y- -.,_ _I _. � I---_ OB ',��� -� -.. .__- '-- _�_-.�,_ a ___ D 6B `'� _,_ �' 4 � �, _ _ _ - � ° L; C � L9 1- - LOT azo YD-6A for g r _-----`-- - ` � LOT sse ---- - - -..- ' .Lor - ,- 5 YD z 34 \ - ' 6 �� � oT r 06 (Y) � f - �oT TREET_ 5z ' � '- <-. \\ LOT LOT 7 „-. _." __-__l. �-►�p,_ - __-L.-..✓ I 6a F/OT n N _�LOT =os sob 61 y or- 4 co ! LOT i N J _"" ____J I - - - '� LOT I 0- _- 64 � _ a I - ne z I. I eo �0 79 I 1 -: / 104 6oB - Lam, g \ s= L er as n` { - -I- -' ' � --' I � I I I is ( 6 L Lor { \ zoo .! /_��-!_�'. RO� 9= 1 _I.--�t4'_ j36_ I >sa ��-. I I I I I' -�I' ...4 / 53 �� N 1 Lie, / J,y � .LOT CO LA 4 58 - - - ' iEQo- / 91-- '®®®��o0�00000000 -boo 000000,0, 0 ® 0 0 v o o o 0 r � 0 \_ 0 _ _ - ' ®00000000.6 OP®®00, - / - - - �- / - \\ ----1 --- ---1, - \ \\ \ \\ - _ !I❑ --- -�--- --- - _ - \ ------------------------- -- --- _ - _ - -JJ UduR7LLINS�2Z 91SCOTT/ NCB 0o. 35 12//20 o ONLA - -- -- _ OWNSOO '' I OWN "m goo_ goo ��� �`I t ROJECTBOUNDARY (TYP.)goo --i -- � goo- <, -- -- _- 6ocopoo barn �-- I I I I I I t I I - - I Structure Area (Acres) Clv to (Min.) 54 0.09 0.45 6.0 58 0.14 0.70 6.0 60 0.14 0.75 6.0 60B 0.43 0.80 6.0 60D 3.42 0.45 11.0 62 0.20 0.75 6.0 64 0.26 0.75 6.0 64B 0.20 0.80 6.0 YD-6 0.17 0.50 7.0 YD-6A 0.20 0.55 7.0 YD-6B 0.34 0.50 7.0 YD-6C 0.17 0.45 7.0 YD-6D 0.50 0.50 8.0 ROOF-11 0.07 0.90 5.0 ROOF-12 0.07 0.90 5.0 Structure Area (Acres) C�v t� (Min.) 30 0.15 0.75 6.0 32 0.24 0.75 6.0 32B 0.24 0.75 6.0 34 0.25 0.80 6.0 34B 0.12 0.70 6.0 36 0.11 0.70 6.0 36B 0.16 0.70 6.0 38 1.60 0.35 13.0 40 0.19 0.80 6.0 40B 0.17 0.80 6.0 42 0.13 0.80 6.0 46B 2.32 0.40 12.0 48 0.21 0.75 6.0 48B 0.36 0.75 6.0 50 0.22 0.75 6.0 50B 0.15 0.80 6.0 52 0.19 0.75 6.0 52B 0.16 0.80 6.0 CULVERT-1 0.26 0.60 8.0 YD-2 0.05 0.30 6.0 YD-2A 0.07 0.50 6.0 YD-2B 0.35 0.50 6.0 YD-2C 0.20 0.55 6.0 YD-2E 0.10 0.55 6.0 YD-2F 0.13 0.55 6.0 YD-2G 0.10 0.60 6.0 YD-2H 0.08 0.60 6.0 YD-3B 0.11 0.60 6.0 YD-3C 0.10 0.50 6.0 YD-31D 0.12 0.50 6.0 YD-3E 0.41 0.55 7.0 YD-3F 0.24 0.55 7.0 YD-3G 0.22 0.55 7.0 YD-4B 0.26 0.40 8.0 YD-4C 0.19 0.40 7.0 YD-4D 0.21 0.45 6.0 YD-4E 0.16 0.45 6.0 YD-5A 0.08 0.30 6.0 ROOF-2 0.07 0.90 5.0 ROOF-3 0.06 090 5.0 ROOF-4 0.04 0.90 5.0 ROOF-5 0.03 0.90 5.0 ROOF-6 0.06 0.90 5.0 ROOF-7 0.04 0.90 5.0 ROOF-8 0.06 0.90 5.0 ROOF-9 0.05 0.90 5.0 ROOF-10 0.06 0.90 5.0 Structure Area (Acres) Cw 4 (Min.) 66 0.14 0.65 6.0 66B 0.62 0.45 8.0 68 0.07 0.80 5.0 68B 0.24 0.40 7.0 ROOF-13 0.08 0.90 5.0 'LOT 5'. X, / _ Q r O� V 8B ', Lu - - - - LOT ®0®o�oQoWB_ 3 ♦ J PO UFFER -- 'ioo-YEARFLOODPLAI _-, �_ L ----� -I-� - Q z ROJECT BOUNDARY TYP. - i / / g < , C0 I --I �� ®®®®o®®CoQ ,0 00' i \ ®oo- 00000 o®® ®o 0 ui OT 69 ® LOT �m Q Lu \ / 68 � � / /'4 _ _--' ( EXISTING STREA --- --- - ® LOT // W U er 7 c L �00Q®0®o®_o®tinmm®Q \ ` �0®®00 0 ®0®®®000®00 00 ---- ® �0 \\ 0 --�\ \ -ice\ \ � �_- � \00®®00®®o d®o e® \ � --' -- - ® 66 \ 0 \ \.' LOT ' � 2^ -.® \65 /y Lu LL / Lu U) Lu Lu W o v Cl) z \ _®6o 0� 1\ / A I- Q ® v ®1 / Lu Lu Q a- ® _0 \ 11 Cu ollN I o I ®®I I V A b vv�vVVA\V�AVA��v�v� oo 0 Lu a Ul 0 000000 JOB NO. \ vy vvv G P SCAL v vv vAvVv`�� vv v vv V`vvv v 1 Vv� _ �� 0 182154 6 120 a v v\ \VA�AVA�� \\ \ �A� \V v , V v�� /v ® �® SCALE \ _ u o t\ \LLI ) VAAV AV��� � � ��V � � I � �' SHEET NO. 1 loch = 6 fL Av A��V�V�v�v� v �'I � .v A 0 Structure Area (Acres) Cw k (Min.) 8 0.13 0.75 6.0 8B 0.12 0.75 6.0 10 0.13 0.75 6.0 12 0.10 0.75 6.0 12B 0.26 0.55 8.0 14 0.09 0.75 6.0 16 0.32 0.75 6.0 16B 0.12 0.75 6.0 18 0.62 0.40 9.0 20 0.24 0.60 6.0 20B 0.15 0.80 6.0 22 0.20 0.40 8.0 26 0.09 0.40 8.0 YD-1 0.15 0.55 6.0 YD- lA 0.16 0.60 6.0 YD-1B 0.10 0.55 6.0 ROOF-1 0.06 0.90 5.0 for inlets draining to stormwater management facilities, where overland flow to facilities is not available, 100% capture is required at 6.5in/hro for inlets draining to stormwater management facilities, where overland flow to facilities is not available, 100% capture is required at 6.5in/hr r longitudinal to f 1 ho I 'n mcondition Butteslope o 0 00 should d be used l a sump grate inlets (DI-7) in open pavement areas will not have a curb spread, but will have inlet spread and depth for inlets draining to stormwater management facilities, the 6.5in/hr check storm will suffice for the 10yr conveyance to the facilities NOTE: Inlet size for structures determined by overland flow. Pipes have been sized to include overland flow as well as yard inlet and roof drain drainage areas. gutter longitudinal slope of 0.001 should be used in a sump condition grate inlets (DI-7) in open pavement areas will not have a curb spread, but will have inlet spread and depth for inlets draining to stormwater management facilities, the 6.5in/hr check storm will suffice for the 10yr conveyance to the facilities NOTE: Inlet size for structures determined by overland flow. Pipes have been sized to include overland flow as well as yard inlet and roof drain drainage areas. 0 Y�^ O SCOTT R. LINS� U No. 35791 °p 12/11/20 otONAL EEC% Vl Z O W Z [1 a U w 0 OG U) w J ¢ rr G m N J Z W F N ti N r 1� ('7 !� N r N N Q ZJ �' > w Z� WU Y Z W J`� U J� �< V 0 N ® O z Q J a J Q z I --I � I N �w V J Q = z LU U..� CD w J L p a Z o_ a J V Q , 1 V 1Wn z Q 0 w to � JOB NO. 182154 SCALE N/A SHEET NO. 20 INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 4.00 (Intensity is 4 inlhr for spread, and 6.5 inlhr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet 3 � y a t° p C U TT N O W 1. N a °v '0 p 3 rn > 9. m � 3 o � o m � .4r m g 10 in 'a `m ° ° � F o a 3 m E c £ p` c a rn rn N w N pO a > � ¢ U U O' O d y rn � � � ui O' 8 38 10.0 0.13 0.75 0.098 0.39 0.00 0.39 0.0676 0.0200 2.0 0.0833 4.1650 3.27 0.98 3.5192 0.1466 0.1637 6.74 1.48 1.00 0.39 0.00 6B 36 10.0 0.12 0.75 0.090 0.36 0.00 0.36 0.0676 0.0200 2.0 0.0833 4.1650 3.18 0.99 3.5192 0.1466 0.1652 6.48 1.54 1.00 0.36 0.00 10 36 10.0 0.13 0.75 0.098 0.39 0.00 0.39 0.0936 0.0200 2.0 0.0833 4.1650 3:08 0.99 3.5192 0.1466 0.1652 7.39 1.35 1.00 0.39 0.00 12 38 8.0 0.10 0.75 0.075 0.30 0.00 0.30 0.0551 0.0200 2.0 0.0833 4.1650 3.08 0.99 3.5192 0.1466 0.1652 5.65 1.42 1.00 0.30 0.00 12B 38 10.0 0.26 0.55 0.143 0.57 0.00 0.57 0.0551 0.0200 2.0 0.0833 4.1650 3.93 0.95 3.5192 0.1466 0.1593 7.57 1.32 1.00 0.57 0.00 14 38 6.0 0.09 0.75 0.068 0.27 0.00 0.27 0.0214 0.0200 2.0 0.0833 4.1650 3.54 0.97 3.5192 0.1466 0.1622 4.11 1.46 1.00 0.27 0.00 16 3B 10.0 0.32 0.75 0.240 0.96 0.00 0.96 0.0120 0.0200 2.0 0.0833 4.1650 6.35 0.80 3.5192 0.1466 0.1373 6.51 1.54 1.00 0.96 0.00 16B 38 6.0 0.12 0.75 0.090 0.36 0.00 0.36 0.0120 0.0200 2.0 0.0833 4.1650 4.39 0.93 3.5192 0.1466 0.1564 3.99 1.50 1.00 0.36 0.00 20 38 8.0 0.24 0.60 0.144 0.58 0.00 0.58 0.0200 0.0200 2.0 0.0833 4.1650 4.76 0.90 3.5192 0.1466 0.1520 5.76 1.39 1.00 0.58 0.00 20B 3B 8.0 0.15 0.80 0.120 0.48 0.00 0.48 0.0200 0.0200 2.0 0.0833 4.1650 4.45 0.92 3.5192 0.1466 0.1549 5.27 1.52 1.00 0.48 0.00 22 38 8.0 0.20 0.40 0.080 0.32 0.00 0.32 0.0200 0.0200 2.0 0.0833 4.1650 3.82 0.96 3.5192 0.1466 0.1608 4.35 1.84 1.00 0.32 0.00 26 3B 12.0 0.09 0.40 0.036 0.14 0.00 0.14 0.0694 0.0200 2.0 0.0833 4.1650 2.24 1.00 3.5192 0.1466 0.1666 4.42 2.71 1.00 0.14 0.00 30 38 8.0 0.15 0.75 0.113 0.45 0.00 0.45 0.0378 0.0200 2.0 0.0833 4.1650 3.85 0.96 3.5192 0.1466 0.1608 8.08 1.32 1.00 0.45 0.00 32 38 10.0 0.24 0.75 0.180 0.72 0.00 0.72 0.0285 0.0200 2.0 0.0833 4.1650 4.84 0.89 3.5192 0.1466 0.1505 7.08 1.41 1.00 0.72 0.00 32B 3B 10.0 0.24 0.75 0.180 0.72 0.00 0.72 0.0285 0.0200 2.0 0.0833 4.1650 4:84 0.89 3.5192 0.1466 0.1505 7.08 1.41 1.00 0.72 0.00 34 3B 10.0 0.25 0.80 0.200 0.80 0.00 0.80 0.0200 0.0200 2.0 0.0833 4.1650 5.39 0.66 3.5192 0.1466 0.1461 6.77 1.48 1.00 0.80 0.00 34B 36 6.0 0.12 0.70 0.084 0.34 0.00 0.34 0.0200 0.0200 2.0 0.0833 4.1650 3.89 0.95 3.5192 0.1466 0.1593 4.47 1.34 1.00 0.34 0.00 36 3B 8.0 0.11 0.70 0.077 0.31 0.00 0.31 0.0599 0.0200 2.0 0.0833 4.1650 3.07 0.99 3.5192 0.1466 0.1652 5.85 1.37 1.00 0.31 0.00 366 36 10.0 0.16 0.70 0.112 0.45 0.00 0.45 0.0599 0.0200 2.0 0.0833 4.1650 3.53 0.97 3.5192 0.1466 0.1622 8.93 1.44 1.00 0.45 0.00 40 36 8.0 0.19 0.80 0.152 0.61 0.00 0.61 0.0200 0.0200 2.0 0.0833 4.1650 4.86 0.89 3.5192 0.1466 0.1505 5.93 1.35 1.00 0.61 0.00 40B 36 8.0 0.17 0.80 0.136 0.54 0.00 0.54 0.0200 0.0200 2.0 0.0833 4.1650 4.66 0.90 3.5192 0.1466 0.1520 5.62 1.42 1.00 0.54 0.00 42 36 10.0 0,13 0.80 0.104 0.42 0.00 0.42 0.0524 0.0200 2.0 0.0833 4.1650 3.52 0.97 3.5192 0.1466 0.1622 8.45 1.55 1.00 0.42 0.00 50 36 10.0 0.22 0.75 0.165 0.66 0.00 0.66 0.0378 0.0200 2.0 0.0833 4.1650 4.45 0.92 3.5192 0.1466 0.1549 7.30 1.37 1.00 0.66 0.00 508 38 8.0 0.15 0.80 0.120 0.48 0.00 0.48 0.0378 0.0200 2.0 0.0833 4.1650 3.95 0.96 3.5192 0.1466 0.1608 6.24 1.28 1.00 0.48 0.00 52 3B 10.0 0.19 0.75 0.143 0.57 0.00 0.57 0.0378 0.0200 2.0 0.0833 4.1650 4.21 0.93 3:5192 0.1466 0.1564 6.82 1.47 1.00 0.57 0.00 52B 36 10.0 0.16 0.80 0.128 0.51 0.00 0.51 0.0378 0.0200 2.0 0.0833 4.1650 4.04 0.95 3.5192 0.1466 0.1593 6.45 1.55 1.00 0.51 0.00 58 38 6.0 0.14 0.70 0.098 0.39 0.00 0.39 0.0184 0.0200 2.0 0.0833 4.1650 4.19 0.90 3:5192 0.1466 0.1520 4.78 1.26 1.00 0.39 0.00 62 38 8.0 0.20 0.75 0.150 0.60 0.00 0.60 0.0105 0.0200 2.0 0.0833 4.1650 5.46 0.66 3.5192 0.1466 0.1461 4.95 1.62 1.00 0.60 0.00 64 38 8.0 0.26 0.75 0.195 0.78 0.00 0.78 0.0105 0.0200 2.0 0.0833 4.1650 8.02 0.81 3.5192 0.1466 0.1388 5.69 1.40 1.00 0.78 0.00 64B 38 8.0 0.20 0.80 0.160 0.64 0.00 0.64 0.0105 0.0200 2.0 0.0833 4.1650 5.59 0.85 3.5192 0.1466 0.1446 5.11 1.56 1.00 0.64 0.00 66 36 6.0 0.14 0.65 0.091 0.36 0.00 0.36 0.0100 0.0200 2.0 0.0833 4.1650 4.57 0.91 3.5192 0.1466 0.1534 3.84 1.56 1.00 0.36 0.00 66B 36 10.0 0.62 0.45 0.279 1.12 0.00 1.12 0.0100 0.0200 2.0 0.0833 4.1650 6.95 0.75 3.5192 0.1466 0.1300 6.78 1.47 1.00 1.12 0.00 68 3B 6.0 0.07 0.80 0.056 0.22 0.00 0.22 0.0438 0.0200 2.0 0.0833 4.1650 2.88 0.99 3.5192 0.1466 0.1652 4.66 1.29 1.00 0.22 0.00 66B 38 8.0 0.24 0.40 0.096 0.38 0.00 0.38 0.0438 0.0200 2.0 0.0833 4.1650 3.53 0.97 3.5192 0.1466 0.1622 5.91 1.35 1.00 0.38 0.00 INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 6.50 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet 0 � d m v d � w M �. d M N p 3 X C U N C N ° r3n N O L' N OI U � � p � 3 U � � ° c O N N N C T U N ♦ � Z• °� H J � O .9 0 � °� C � 7 X � O S � O N INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity 4.00 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet 4 4 V C N ° 3 $ o S m u o � o � 3 o m n m m rn � t o m o � � � E o m � � �``- rn pO EL U U O O O ui left 0.07 0.75 0.053 0.21 0.00 021 0.0010 0.0200 2.0 0.0833 4.1650 5.72 right 0.14 0.75 0.105 0.42 0.00 0.42 0.0010 0.0200 2.0 0.0833 4.1650 7.42 48 3C 10.0 combined flow 0.6 0.07 0.162 3.7D left 0.18 0.75 0.135 0.54 0.00 0.54 0.0010 0.0200 2.0 0.0833 4.1650 8.15 right 0.18 0.75 0.135 0.54 0.00 0.54 0.0010 0.0200 2.0 0.0833 4.1650 8.15 48B 3C 12.0 combined flow 1.1 0.10 0.211 4.84 left 0.07 0.75 0.053 0.21 0.00 0.21 0.0010 0.0200 2.0 0.0633 4.1650 5.72 right 0.07 0.75 0.053 0.21 0.00 021 0.0010 0.0200 2.0 0.0833 4.1650 5.72 60 3C combined flow 0.4 0.14 0.299 6.85 left 0.21 0.80 0.168 0.67 O.OD 0.67 0.0010 0.0200 2.0 0.0633 4.1650 8.85 right 0.22 0.80 0.176 0.70 0.00 0.70 0.0010 0.0200 2.0 0.0833 4.1650 9.00 60B 3C 12.0 combined flow 1.4 0.11 0.248 5.69 INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity 6.50 (Intensity is 4 inlhr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet � i° N y2 C u w w a � o d L U N a m � .°-. '0 3 c a col u o m o o. 0 s (n a A > � d � a ti o o vi . rn 3 left 0.07 0.75 0.053 0.34 0.00 0.34 0.0010 0.0200 2.0 0.0833 4.1650 6.86 right 0.14 0.75 0.105 0.68 0.00 0.68 0.0010 0.0200 2.0 0.0833 4.1650 8.90 48 3C 10.0 combined flow 1.0 0.10 0.223 5.12 left 0.18 0.75 0.135 0.88 0.00 0.88_ 0.0010 0.0200 2.0 0.0833 4.1650 9.78 right 0.18 0.75 0.135 0.88 0.00 0.88 0.0010 0.0200 2.0 0.0833 4.1650 9.78 48B 3C 10.0 combined flow 1.8 0.15 0.320 7.33 left 0.07 0.75 0.053 0.34 0.00 0.34 0.0010 0.0200 2.0 0.0833 4.1650 6.86 right 0.07 0.75 0.053 0.34 0.00 0.34 0.0010 0.0200 2.0 0.0833 4.1650 6.86 60 3C 6.0 combined flow 0.7 0.10 0.215 4.92 left 0.21 0.80 0.168 1.09 0.00 1.09 0.0010 0.0200 2.0 0.0833 4.1650 10.61 right 0.22 0.80 0.176 1.14 0.00 1.14 0.0010 0.0200 2.0 0.0833 4.1650 10.80 60B 3C 12.0 combined flow 2.2 0.16 0.343 7.86 INLET TYPE AREA (FT PERIMETER (FT) A (ACRES) C I (IN/FIR) Q (CF8) D (Al) FLOW TYPE 18 DI-1 2.33 10.00 0.62 0.40 4.00 0.99 1.2 WEIR FLOW 18 DI-1 2.33 10.00 0.62 0.40 6.50 1.61 1.7 WEIR FLOW 18 DI-1 - 50%clogged 1.17 5.00 0.62 0.40 4.00 0.99 2.0 WEIR FLOW 18 DI-1 - 50%clogged 1.17 5.00 0.62 0.40 6.50 1.61 2.7 WEIR FLOW 38 DI-1 2.33 10.00 1.60 0.35 4.00 2.24 2.1 WEIR FLOW 38 DI-1 2.33 10.00 1.60 0.35 6.50 3.64 2.9 WEIR FLOW 38 DI-1 - 50%clogged 1.17 5.00 1.60 0.35 4.00 2.24 3.4 WEIR FLOW 38 DI -I - 50%clogged 1.17 5.00 1.60 0.35 6.50 3.64 4.1 ORIFICE FLOW 46B DI-7 6.56 14.33 2.32 0.40 4.00 3.71 2.3 WEIR FLOW 46B DI-7 - 50%clogged 6.56 14.33 2.32 0.40 6.50 6.03 3.2 WEIR FLOW 46B ° DI-7 - 50 /o clogged 3.28 7.17 2.32 0.40 4.00 3.71 3.7 WEIR FLOW 46B DI-7 - 50%clogged 3.28 7.17 2.32 0.40 6.50 6.03 4.0 ORIFICE FLOW 54 DI-1 2.33 10.00 0.09 0.45 4.00 0.16 0.4 WEIR FLOW 54 DI-1 2.33 10.00 0.09 0.45 6.50 0.26 0.5 WEIR FLOW 54 0 DI- I - 50 /o clogged 1.17 5.00 0.09 0.45 4.00 0.16 0.6 WEIR FLOW 54 DI-1 - 50%clogged 1.17 5.00 0.09 0.45 6.50 0.26 0.8 WEIR FLOW 60D DI-7 6.56 14.33 3.42 0.45 4.00 6.16 3.3 WEII2FLOW 60D DI-7 - 50% clogged 6.56 14.33 3.42 0.45 6.50 10.00 4.0 ORIFICE FLOW 60D DI-7 - 50%clogged 3.28 7.17 3.42 0.45 4.00 6.16 4.0 ORIFICE FLOW 60D 0 DI-7 - 50%clogged 3.28 7.17 3.42 0.45 6.50 10.00 4.0 ORIFICE FLOW STRUCTURE DRAINAGE D (IN) FLOW TYPE INLEC TYPE AREA (PT�1 PERIMETER (PT) A (ACRES) C I DN/NR) Q (CPS) YD-1 12"Nybphst Yard Inlet 0.43 ]L19 0.15 0.55 4.00 0.330 0.55 WEIR FLOW Y0. I l2"Nybphst Yard Inlet 0.43 I I.19 0.15 0.55 6.50 0.536 0.76 WEIR FLOW Y0.1 12"Nybpbst Yard Inlet cogged 0.22 5.60 0.15 0.55 4.00 0.330 0.98 WEIR FLOW Y0.1 12"NybpFast Yard Wet-50%cogged 0.22 5.60 0.15 0.55 6.50 0.536 2.58 WEIR FLOW Y0.1A 12" Nybphst Yard Inlet 0.43 11.19 0.16 0.60 4.00 0.384 0.61 WEIR FLOW Y0.IA l2"Nybphst Yard Inlet 0.43 IL19 0.16 O.fiO 6.50 0.624 0.87 WEIR FLOW Y0.1A 12"Nybpiast Yard Inlet-50%cogged 0.22 5.60 0.16 0.60. 4.00 0.384 1.32 WEIR FLOW Y0.1A 12"Nybphst Yard Wet-50%cogged 0.22 5.60 0.16 0.60 6.50 0.624 3.50 WEIR FLOW Y0.1B 12"Nybphst Yard Inlet 0.43 1L19 0.10 0.55 4.00 0.220 0.42 WEIR FLOW Y0.1B 12"Nybphst Yard Inlet 0.43 ll.l9 0.10 0.55 6:50 0.358 0.58 WEIR FLOW Y0.lB 12"Nybphst Yazd Wet-50°fo cogged 0.22 5.60 0.10 0.55 4:00 0.220 0.67 WEIR FLOW Y0.1B 12"Nybphst Yazd Inlet-50%cogged 0.22 5.60 0.10 0.55 6.50 0.358 1.15 WEIR FLOW Y0.2 12"Nybphst Yard Wet 0.43 1LI9 0.05 0.30 4.00 0.060 0.18 WEBiFIAW YD-2 l2"Nybphst Yard Inlet 0.43 11.19 0.05 0.30 fi.50 0.098 0.24 WEIR FLOW Y0.2 12"NybphstYazd We[-50%cogged 0.22 5.60 0.05 0.30 4.00 0.060 0.28 WEER FLOW Y0.2 12"Nybp�stYard Wet-50%cogged 0.22 5.60 0.05 0.30 6.50 0.098 0.39 WEIR FLOW Y0.2A 12"Nyb last Yard Wet 0.43 1L19 0.07 0.50 4.00 0.140 0.31 WEIlt FLOW Y0.2A 12"NybpL�is[Yard Inlet 0.43 1LI9 0.07 0.50 6.50 0.228 0.43 WEIR FLOW Y0.2A 12"Nybphst Yazd Wet-50%cogged 0.22 S.fiD 0.07 0.50 4.00 0.140 0.49 WEIl2 FLOW Y0.2A 12"Nybphst Yazd Wet-50%cogged 0.22 5:60 0.07 0.50 6.50 0.228 0.68 WEIR FLOW YD-2B IS"Nyophs[Yazd Wet 0.64 5.40 0.35 0.50 4.00 0.700 1.48 WEIR FLOW YD-2B IS"Nybphst Yard Inlet 0.64 5.40 0.35 0.50 6:50 L13$ 2.04 WEIR FLOW YD-2B 15"Nybphst Yard Inlet clogged 0.32 2.7D 0.35 0.50 4.00 0.700 2.35 WEIR FLOW Y0.2B 15"Nybphst Yard Inlet-50%cogged 0.32 2.7D 0.35 0.50 6.50 Ll3$ 5.25 ORIFICE FLOW YD-2C 12"Nybphst Yard Inlet 0.43 11. 19 0.20 0.55 4.00 0.440 0.67 WEIR FLO W Y0.2C. 12"Nybphs[Yazd Inlet 0.43 ]L19 0.20 0.55 6.50 0.715 1.15 WEIRFLOW Y0.2C 12"Nybphst Yazd Inlet-50%cogged 0.22 5.60 0.20 0.55 4.00 0.440 1.74 WEIR FLOW Y0.2C 12"NybpLOstYard Wet-50%cogged 0.22 5.6D 0.20 0.55 6.50 0.715 4.59 ORIFICE FLOW YD-2E l2"NybphstYard Inlet 0.43 11.19 0.10 0.55 4.00 0.220 0.42 WEIR FLOW Y0.2E 12"Nybphst Yard Inlet 0.43 11.19 0.10 0.55 6.50 0.358 0.58 WEIR FLOW YD-2E 12"Nybphst Yard Inlet-50%cogged 0.22 5.60 0.10 0.55 4.00 0.220 0.67 WEIR FLOW YD-2E 12"Nybphst Yazd Inlet-50%cogged 0.22 5.60 0.10 0.55 6.50 0.358 LIS WEIR FLOW Y0.2F 12"Nybphst Yard Inlet 0.43 1 L19 0.13 0.55 4.00 0.286 0.50 WEIR FLOW Y0.2F 12"Nyb hstYard Inlet 0.43 IL19 0.13 0.55 6.50 0.465 0.69 WEIR FLOW YD-2F 12"Nybpbst Yard Inlet-50°k cogged 0.22 5.60 0.13 O.SS 4.00 0.286 0.79 WEIR FLOW Y0.2F 12"Nybphst Yazd Inlet-50°fo cogged 0.22 5.60 0.13 0.55 6.50 0.465 1.94 WEIR FLOW Y0.2G 12"Nybphst Yard Inlet 0.43 1 1.19 0.10 0.60 4.00 0.240 0.45 WEIR FLOW Y0.2G 12"Nybphst Yard Wet 0.43 1L19 0.10 0.60 6.50 0.390 0.62 WEIR FLOW Y0.2G 12"Nybphst Yazd Wet-50%cogged 0.22 5.60 0.10 0.60 4.00 0.240 0:71 WEIR FLOW Y0.2G 12"NybplastYazd Wet-50%cogged 0.22 5.60 0.10 0.60 6.50 0.390 1.37 WEIRFLOW Y0.2H 12" Nybphst Yazd Inlet 0.43 1 L19 0.08 0.60 4.00 O.192 0.38 WEIR FLOW Y0.2H 12"Nybphst Yard Wet 0.43 1L19 0.08 0.60 6:50 0.312 0.53 WEIR FLOW Y0.2H 12"Nybphst Yard Fnle[-50%cogged 0.22 5.60 0.08 0.60 4.00 0.192 0.61 WEIR FLOW Y0.2H 12"Nybphst Yazd Inlet-50%cogged 0.22 5.60 0.08 0.60 6.50 0.312 0.87 WEIR FLOW Y0.3B 12"Nybphst Yard Inlet 0.43 I L I9 0.11 0.60 4.00 0.264 0.47 WEIR FLO W Y0.3S 12"NybphstYazd Wet 0.43 1L19 0.11 0.60 6.50 Q.429 0.66 WEIRFLOW Y0.3B 12"Nybphst Yazd Inlet-50°fo cogged 0.22 5.6D 0.11 0.60 4.00 0.264 0:75 WEIR FLOW Y0.3B 12"NyopbstYard.Wet-50%cogged 0.22 5.60 0.11 0.60 6:50 0.429 1.65 WEIR FLOW Y0.3C 12"Nybphs[Yazd Inlet 0.43 ]L19 0.10 0.50 4.00 0.200 0.39 WEIR FLOW Y0.3C 12"Nybphst Yard Inlet 0.43 11.19 0.10 0.50 6.50 0.325 0.55 WEIR FLOW Y0.3C 12"Nybphst Yazd Wet-50%cogged 0.22 5.6D 0.10 0.50 4.00 0.200 0.63 WEIR FLOW Y0.3C 12"Nybphs[Yazd Inlet 0.22 5.6D 0.10 0.50 6.50 0.325 0.95 WEIR FLOW Y0.3D 12"Nybphst Yard Inlet 0.43 11.19 0.12 0.50 4.00 0.240 0.45 WEIR FLOW Y0.3D 12"NybphstYard Inlet 0.43 IL19 0.12 0.50 6.50 0.390 0.62 WEIR FLOW Y0.3D 12"NybplastYard Fnk[-50%cogged 0.22 5.60 0.12 0.50 4.00 0.240 OAI WEIR FLOW Y0.3D ° 12 N b Fast Yard Wet-50 /o clogged Y P 0.22 5.60 0.12 0.50 6.50 0.390 1.37 WEIR FLOW Y0.3E 15"NybphstYard Inlet 0.54 5.4D 0.41 0.55 4.00 0.902 1.75 WEIR FLOW Y0.3E IS"Nybphs[Yard Inlet 0.64 5.40 0.41 0.55 6.50 1.466 2.42 WEIR FLOW Y0.3E 15"Nybphst Yard Wet-50%cogged 0.32 2.70 0.41 0.55 4.00 0.902 3.30 WEIR FLOW Y0.3E 15"Nybphst Yard Inlet-50°k cogged 0.32 2.70 0.41 O.SS 6.50 1.466 8.71 ORIFICE FLOW Y0. F 3 l2"N b Yard Wet y plant 0.43 1L19 0.24 0.55 4.00 0.52$ 0.75 WEIR FLOW Y0.3F 12"Nybphst Yard We[ 0.43 11.19 0.24 0.55 6.50 0.858 1.65 WEIR FLOW Y0.3F 12"Nybphs[Yazd Inlet-50%cogged 0.22 5.60 0.24 0.55 4.00 0.528 2.50 WEIR FLOW YD-3F 12"Nybphst Yazd Wet- 50% cogged 0.22 5.60 0.24 0.55 6.50 0.858 6.61 ORIFICE FLOW Y0.3G 12"Nybphst Yard Inlet 0.43 11.19 0.22 0.55 4.00 0.484 0.71 WEIR FLO W Y0.3G l2"NybphstYazd Inlet 0.43 11.19 0.22 0.55 fi.50 0.787 1.39 WEIR FLOW Y0.3G 12"Nybphst Yazd Inlet-50°fo cogged 0.22 5.6D 0.22 0.55 4.00 0.484 2.10 WEIR FLOW Y0.3G 12"Nybpbst Yard Wet-50%cogged 0.22 5.60 0.22 0.55 6.50 0.787 5:55 ORIFICE FLOW Y0.4B 12" Nybphst Yard In 1' I I II I 1 11 _ I 1 • •� 1 • . • • • • • • s � • •: I I I POINT DOWNSTREAM STRUCTURE DRAIN AREA RUNOFF COEFF. CA INLET TIME RAIN FALL RUNOFF Q INVERT ELEVATIONS LENGTH SLOPE DIA CAPA- CITY VEL FLOW TIME INCR ACCUM ACRES C MIN M _-__-_----_-- �- 1 11 1 •1 1 11 1 . ���------_- ®®------_- �-���®--_---_- ®-_-____-_-__ 740 740 765 765 76o 760 / . OF JOBj,= 3.5' 755 LINE OF SIGHT \G �Oosl 755 750 / HT. OF 750 / EYE=3.5' 745 �s� Pi 745 H� s\ / ROPOSEGRADE 740 XISTING GRADE 740 HT. OF 013J.=3.5' 735 735 p m w^ n �n m O 00 m ^ lD 00 m' Vl N. r` n m Ol H 0 ^ a^ Vl In r 0 Vl m N l0 M ^ CO m M Ol m M C) `i 1 N 'i t S � O d S M It S ^ �n �i' C) S �t cl N y� .t y� �t ul 00 .t ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ 0+00 0+50 1+00 1+5o 2+00 2+5o 3+00 3+50 4+00 4+50 5+00 5+50 DUNNAGAN DRIVE & ALSTON STREET INTERSECTION SIGHT DISTANCE PROFILE 750 750 HT. OF OBJ: 3.5' 745 745 \ \CyT\ 740 \O�ST9 \� F \ 740 \ INE OF SIGHT FUTURE ROAD GRADE 735 735 HT. OF XISTING GRADE EYE=3 5' 730 \ cyT 730 CFOa �>o 7�5 PROPOSED GRADE \ 725. .OF H OBJ.=3.5' 720 720 lD ko n In n vt n N 00 ^ M N IN In p 0 Ol � M n ^ n ^ n ^ n 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 76o 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. 76o HT. OF I OBJ.=3.5'(' — SIGF{T DISTANCE=28o' 7 LINE OF SIGHT 755 � T. OF EYE=3�5' 7 55 � I EXISTING GRADE) �H�STIMCEL280 HT. OF 0BJ.=3.5 750 PROPOSED \ 750 GRADE 745 745 0W N Ol O ) D 01 vl Vl lD In 6 Ln Vl In Vl NO N to Ol N �t Ol N .t Cl D1 .t Itrl 00 0+00 0+50 2+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 770 i HT. OF OBJ.=3.5' C-. 735 SDIsq,14 735 s\ i / 730 LINE OF SIGHT HT. OF 730 YE= ' .5 / PROPOSED GRADE 725 0 725 720 720 / XISTING GRADE 715 715 HT. OF OBJ.=3.5' 710 710 7o5 705 co V1 O HM Ol l N N Ol ^ m N Q1 ^ f M 00 00 IN o 'i 'i ,.{ 0 '{ N N O IN O N m 6 M N m ti N m m � m M m S m m m m m i5 750 20 745 200 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 740 I— HT. OF T OBJ.=3.5' 735 / LINE OF SIGHT =2801, HT. OF j EYE=3.5' SCOMR, CBLLINSt;-;' No. 35791 po�512/11/2 `0�� �'�IONAL SlG V) z z [1 J Q O y�y I _ U w m cn cn z ~ W � w Lu 755 / TOT OF BJ.=3.5' / o / 745 / 740 EXISTING GRADE PROPOSED GRADE / 730 \ 730 V1 D1 D1 N M N M M Imo. O �t lD lD lD f�. N N dl ^ ^ pl ^ ^ N r1 m M M M N H m m d n't N ni I� L1 0 01 W m M m M m 't m M '" m m M ^ 0l 0 O �. H m 01 OJ ^ m ^ m ^ M ^ m i� m ^ m 1� ^ ^ 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 LEXI LANE & ALSTON STREET INTERSECTION SIGHT DISTANCE PROFILE 0 r CIO ® Cn N LL z I i Q N o W J [L rn N �' > O fi Ln J 7a J W - > z LL H1 0 ry i PV W zQwv (n Z _ Q W" 770 i--- 'It LLu 765 765 HT. OF OBJ.=3.5' _ /GHTDI � STANCE- LINE OF SIGHT 76o 76o _SIGHT HT. OF DISTANCE=28o' _ EXISTING GRADE YE-3 5� �� ti / 0BJ. 3.5' 755 PROPOSED GRADE1 755 750 750 00 co M co m 1 OD \t O N 00 M f'!1 Ln lD 14 Ol Ol m m f� ^ lD n E ^ ^ ^ ^ ^ ^ ^ In ^ 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+oo u 1 _ p[ �7 zW Ln Lu Cl) z J~ `r) F— LU W J J 12 ® o 0 N u G W W O (n JOB NO. 182154 SCALE V:III =5' H: 1" - o' SHEET NO. 22 / / LSR STREETTREES s - - / ALONG MCCOMB ST _76z 758 / / -� — / - - - _ _ / / SCOTT/R. CBI;' • - _ — _ LOT ; .':: ': •, /. i/ LOT \\ � \ LOT LOT LOT L1O53T 15/4 (''�•':•;•:-' OPEN, , .. • •. : - --:- _ _-_ - - _/�' — r � -----_\ - 12/11/20 O�SPACE S I ONAL E�y0 LOT 155 E- /S9,,lr 149 LOT - - - - -\ �------------ 148 147 (16) LAP STREET TREES ga \ \ ass ALONG MCCOMB ST 11 L. � �pPUBLICR �n 1 ., .• -e 1 _ _ __ I \ / i LOT i LOT 3.55 . r LOT iS6 / _ ✓ / / \. J� / / / i Ir Z o LOT 165 I LOT 159 U w cn LPT 16z / I / z (6)LSRSTREETTREES - 1 � z 166 / - --- - / A\ V / s i J Lu � 1 � ALONG LEXI LANE \ / '' / / ` LOT it '.% 1 � 756= - • . •' :�• . - � , � •-I / \ / / ) A a \ / I / / � � - � Imo" cs I I LOs. � 1\I-.:�,�'.-_••._..,..;.,.:•;:.• �;s.• / / LOT -i r -----_ \ \ \ \ d LOT : • OPEN SPACE - :•':•'. J / OT I / nr \ \ / / / \ \ \ \ % / \ / / �l / ,Di (0.37 AC) _ LOT 1 � .:•;.:-�•:y i84 74B PHASE III lQ u? (7) LSR STREETTREESLOT m n, ALONG DUNNAGAN DR 744 Q r - - / / - o \ C3 .- ' •'•- ��"� . 18z , .>> o , \ (FUTURE) (7) CAP STREETTREES \ 1k i A / I I I M i n ,II i' OT ALONG LEXI LANE /J/ / A - p a` �sl 1072 1073 1074 �075 i076 LOT LOT Lim✓ / / /:' rl �' ��\ // �� 'f3o I (4) ASL I , L9 (34) ASL STREETTREES \ ✓ ALONG LITCHFORD RD_ O ALONG ALSTON STREET \ - _ / / - - - - - 72 7- rI - - _ I - 5 '. 5 -1. • : CIO (30) LAP STREET TREES 736 `ALONG ALSTON STREET P\ !. / ; Cif (z) LAP STREETTREES �QJ�'-. QT � '/ Y � x C'7 ALONG ITCHFORD R ALL / x -. _ ALSTON STREET M - L x �o ^ \ i E EASEMENT l2T R/ ) �i D / - \ • -�_'-� �'. r'. -_---- PROPOSED BLIC ROAD (49' R/W - i / -- �.� PRIVATE D.B. 5234, LOT - - -- - $T N : 97 SWM •'FACILITY'C'-,--- I - � Irk ., .; •.-:.•;.,_. - - �' I ' •'J•-: Tao .• ' •I. 7 zl _ I I / I r -�.; .. ,.. � - _ - / ', 56 / \ - --- - Q d LOT I O I�OT • " 3� 740 � I - P CE �e. _ - - - - \- -' •' -' �X15T�iJG :., ,_ ' � \ ' � _• . i A 1 � � ` j � / OPEN SPA � OT / � \ �5 LOT CEMETER� % 8� 1 7 61 LOl 73R / r 6 J (0.04 AC) / / /) = \ W / - OPEN SPACE.<% 3 76 / :•'.• :•::`':•/ / / / �/ - / / O / / J J / �8 =7 4 LOT v 7 � , I I LOT I / I Il I -,. _'... :.:........ ... : .. 6T ,�. ,LO / LOT �. I- - 81 /LOT //LOT LOOT. LOT ':: ': /' :y/ M_ - - /-' 54.' / z6 - �L 1\ LOT =1 < <R (0. i ' T 80 7 0 79 78 7.7 - { '. ' '. \ J- _ 7?et : •; .:.. • . J� - •l / / % - / 1 ! Lo7 Iz—I Q 7BL733 TIN_ �\ \ A \ •.'.- . . _F7'zR - - -I // / - //�/r/ _I� \ \ r� �j •'; \ LO6T l/ 1i %//�/ / /Y 53 / I \ -- w�LL TW— w �--7z6 � LOT- L/I 0 OESPACE REE STREET CLOT J \ \\ �.,. .•--------�—zo (0.33At / / - 51a _ 74 7 - - - �� 00 ' ]✓ \ \ - - PROPOSED TREE - PROTECTION FENCING / / \ _ �• :'': •; ::\' •\ \ ':': Z,\ /\_ ��Zti� ,7� ' // /\ ry \� r \ x ._ pJQ O� yti, ' U _ __ PHASE I / PHASE II x �' \ / - / ' J / _ _ `G•' •/, -_. _�, /r jao \ / / ® i ^ \\ LOT F� y;\ i Q ----- / -' 00 \- % T LOZ / / 'o \ LLJ �oQoO /� /---- - - �04000o��O`�,� .yij _�.•. } \\ // 7z / / \ / / \- / LOT _ �/ / /\ �\Qti°^ / I- z Z \��-\ �0�9�Oo���00�4 �C�@009�O�0- - - - _ / / ✓/ // / /s /'/ 3 / \ \ \ /� a / / 1 Lor \ \ �o �oP� . D LL.I Q Z H `� LOT /x / zz �� yti U� Lu J ice`„ / -- \` 1 / �� /..r , / LOT \ \ F'e m• 'm. — _ -- \ 7 / / \ \ 3z / moo. / 2 - _ \ / / -� % /- \ \ - - 7zo \ // . \\ a \ \ / / / \ LOT z3 \ y e F- LLI V y- _ _ W L - � /% �� ✓ �� ;/ / _ \ LOT .I.'I/ •y \ \ $ -I .- - / - \ l \ PROPOSED LIMIW TS OF / \\ / 70 / \ _ IIIIII/ / _ / \ _ ` TREE CLEARING (TYP.) \ S �__ � �` .� / \ '-•'- %-'• �_.,�L. � / LOT \ -- \ s - 6g � S _ ROPERTY LINE F STREAM ° /08 \ l �� 45 I LANDSCAPING NOTES: � � _ ! LIMITS O . � / ,LOT \ � / v , 1.. 1 LARGE STREETTREE PROVIDED EVERY o' OF STREET FRONTAGE. - - _ _ _ � BUFFER (TYP.) - � \ S /\ \ � \ � � w Q z. STREETTREES SHALL BE LOCATED S' MIN. FROM DRAINAGE STRUCTURES AND 2o' MIN. FROM WATERLINE _ - - _ / - - - / v A �� OT \� �J AND SANITARY SEWER STRUCTURES. 1 i ' \ _ / ^I OO \ \ \ W _ q /. w 3. STREETTREES SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING \ \ \ / - - \ \ / - ' \ C \ / \6� j coi\ pugCST0 $ \ LOT n/ J OF TREES IS PROHIBITED. STREETTREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE \ \ XISTING STREAM \ \ \ / 0 4 \ \66\ \ o+ - " °ao fT Q \ _ \ / \ o \ \ \ LOT\ 7 s23q Pf42g ., OVERALL HEALTH OF THE PLANT. \ \ - � � � \ Oo � / c. J 4. STREETTREES LOCATED WITHIN INTERSECTION SIGHT DISTANCE TRIANGLES SHALL BE PRUNED \ 7 i y BETWEEN z' AND 7' ABOVE GROUND AS A CLEAR ZONE TO PRESERVE SIGHT LINES AND ACCOMMODATE O o ©Oo O O PEDESTRIANS. oo�0000000000b O0000�o \ \\ \I\ \.•.: ;:•. i / ® O TOTAL STREET FRONTAGE = 1' - - - - - QO \ / - - - - - - I \ \ i \ \ �Oo \ \\ 704 , •�-': , . - I 5- 5,54 ` I © _ - - \ \ 02. '_'- o REQUIRED STREETTREES: 112 (1 TREE PER EVERY 5o' OFSTREET FRONTAGE) \ / \ OO OO\ / \� loo YR FLOODPLAI� �a / \ \ / �. • LOT ' PROPOSED STREETTREES: u7 O O // 47 STREET FRONTAGE ALONG ALSTON STREET (PORTION OF):3,o85' _ - - _ ` \ �Z \ \ \ \ O - ' • - S LOT / REQUIRED STREETTREES: 62 O \ \ ✓ \ \ \ \ \ °QI� O O \ �', : / 48 PROPOSED STREETTREES: 64 - - - - -- - - _ _ - - _ \ / \ O 00 y _ - _ \ �/ 00 \ q SWM \ \ LOT / r STREET FRONTAGE ALONG LITCNFORD ROAD: z o' � o o III - - - - \ O O . � FACILITY D •\• .♦ 49 REQUIRED STREETTREES: 5 5 - - l \ \ O \ \ ` \ \ \ \ / ��\ \\ \� \ \ O \�� \\ �- -- \\ \ \ \ O ,�.,. \, / \ LOT / / i� w PROPOSED STREET TREES: 6 —� t�� \ \ \ \ \ \ OO \ - - - \ \ \ \ \ \ / 1\00 5° / / / / _ STREET FRONTAGE ALONG LEXI LANE: 574' -- - ' - _ �` \ \ \ \ \ `� / ( - \ \ \ \\ \ / ^ a to REQUIRED STREETTREES: 1z \\ / I \\ \ / // // \ JOB NO. PROPOSED STREETTREES:13 STREET FRONTAGE ALONG DUNNAGAN DRIVE: 343' REQUIRED STREETTREES:? PROPOSED STREET TREES: 7 STREET FRONTAGE ALONG MCCOMB STREET (PORTION OF): 1,289' REQUIRED STREETTREES: 26 PROPOSED STREETTREES: 27 PHASE II PLANT LIST SYM COMMON NAME BOTANICALNAME SIZE CANOPY QUANTITY TOTAL STREETTREES ASL LEGARY' SUGAR MAPLE AC ER SACCHARUM'LEGACY' 161z'HT 195 38 7410 LSR ROTUNDILOBA'AMERICANSWEETGUM ILIQUIDAMBARSTYRACIFLUA 10-12'HT 206 24 4944 UAP PRINCEfOWELM ULMUSAMERICANATRINCETON' 10-12'HT 397 55 21835 TOTALCANOPY'l 34189 (GRAPHIC \ \ \ \ \ \ \ OPEN SPACE. \ \ \ %'� 182154 a0 O\\o. 20 40 ra0 �\\\ iso\\\�-\\ �� \J` \ 'r (0.34AC) �.`\�• \ / I I / ^) \\\\ ''' �'/ ////'� SCALE \ \\ Q\`\ \ ( N fPP'I' ) / \\ ~�\ \� i \\ -. •\-0. ..°O I \ ��- j /// d SHEETNO.21 1992 3.38 FENCING AND I� pRw ur4E` I SOYA' PENCE I I to ON JIIW~ pp RING WARD FENCE 00' 1�/1 CgiD f E PLrSnc FENCE CORRECT METHODS OF TREE FENCING +^ CORRECT TRUNK ARMORING TRIANGULAR BOARD FENCE Source: Va. DSWC County of .Albemarle Conservalion Plan Cheekliet— To W plaeed on Landscape Plans (Handbook, pp III284111297 for eomplele apecifrcatimn) DOUBLE STRAND#zz GAUGE WIRE TREES UP TO 4" CAL. SHALL BE STAKED WITH �-�u.2" HARDWOOD STAKES. WITH RUBBER HOSE & TURNBUCKLES L The fouowl Imme sba8 bah an Me oleo: fJJW��///yI� ILl Trecet be d; �/ TREES OF 4!' CAL. OR LARGER SHALL BE �� zN.'HARDWOOD STAKE ® Limits f! GUYED WITH 3 EQUALLY SPACED, TWISTED, emay of trut doe fend.aces to be saved), Q Luanne and f to dt f I > CI1T&REMOVE BURLAP FROM TOP / — \ type. pro ovg;_ _ ANDTURNBUCKLES,LOOP HOSE AROUND \ ® Gmde dsrrgea roquiursg ace wells nrwells; / / TRUNK. FLAG WIRES WITH COURVEYTAPE. a/30F BAlLA55HOWN Ea Propoaedaene"ortuuneling beyond Nabmrts ofclea¢gg. ` 1 — \ % \ SCARIFY SUBSOILTO MIN. DEPTH .I•.. •' FURTHER INFORMATION �` 4° ' .OPEN SPACE. 2. Markt s: ,y /V /� FURTHER INFORMATION _- 0 All tmaato be cavW sball bemed:ed wrN print or nbbov ataheight clearly visiblemequipment operators. MULCH SAUCER — —/ F' '• 'l— � _ _ — 0 Yo gmdwg shall begmuuhld ahx medcu,g hos bearinapectea®deppcoved by aCouvty tvxpeela.\ir/I \� // / FINISHED GRADE / (0. 14 AC) - —i / 3. PreLomtrurlien Conference:1 ) / . �' • • - / ' / - LOT TREES UP TO y" CAL. SHALL BE STAKED. ' ' • ' 0 Tce pre.ervaaon wid proleopen meavwev aIWI 1xreviewed will be ccommun, oh site. i v\ z/3 Hi.OFTREE / -° ' — \ GUYWIRES WITH RUBBER HOSE AND TREE54° CAL. OR LARGER SHALL 9E ) ❑ - /i LOT LOT LOT 353 i. Eaulhmem Ohcntlon and 9torsao: ' TURNBUCKLES a/3 UP TREE GUYED WITH 3 EQUALLY SPACED / �/ I \� 1 2 Heave ul,ipmrnt- velundar nuic and noraga ofconswclron materials including sail shall not be pure Ied wibua Ne dri din of It es �� TWISTED,#zz GAUGE WI RE WITH HOSE I / I .�'� / LOT �50/ 153. 5 to be svved. \; x"xi'HAROWOOD STAKES, ALIGN ANDTURNBUCKLES. LOOP HOSE �� I AROUN D TR U NK ABOVE BRANCHES - / 149 9, TOP OFSTAKES I I / / LOT TT Y \� u J - ASSHOWN MULCH SAUCERTAPE. / LO••I - +. Sell Erosl.... d Smrvmamr Detentloa Devkes: III - F COURVEY TAPE. REFER TO SPECS 148 ® Such dbvcca shell varadversely efcSt trees re be saved. _% I/ AMENDED SOIL T —P' / 4— '�/4� /II � I �L— / FORADDITIONALINFORMATION. / / LOT 1Y+7 \ _ 6. Flres: (� AMENDED SOIL MIX = - — / i 6 k3 Fueamenatpftidwi11un100ftofIdLI, neofaemtobeeaved. I\ �Ill� TTT III I11=1TI IK AMENDEDSOILMIX / ' LOT LOT 14 I /'r� I III— 1TJ 7. r NlaMrralxCOMPACTED SUBGRADE . I III T / I LOT 144 , ®Tucmatuials shall vot ba etorN wirhh, 100 feet ofthe driplive ofnms to be saved �� —il / I LO �} 8 ProteethrFenclne: III CUT AND REMOVE BURLAP FROM TOP Tree Planting and Staking Detail U Trees to be reteinal nuhin 40 feet ofa proposed building orgmdivg activity shall be protected by fencing. z/30F BALL AS SHOWN I 11E2 Ll Finan hall born lava and shall be us mt a a m b a Cormt lua xmr m weunn. — Not TO Scale gs p p ppmv y y p pdm grading or curs — SCARIFY SUBSOIL T04°'MIN. DEPTH 1 I I 9. free Wells: I{OMPACTEDSUBGRADE® STREET — RIW} aubmrnadr rappmval \ � r. �`' ROAD (56 Evergreen Tree Planting Detail _ osED Pueuc - 1n Ireewaur 9 9 1 (i6) LIAR STREETTREES-- LI Wlren Ne d Iovd nauetbe lowemd witivn the d.i line aaee m be err ed, a see wall ebag be rovided: and a corstrunrian detail - �"" p p Not TO Scale ALONG MCCOMB ST subnLttad foray ravel 1 I SCOTT/R. CBLLINS� No. 35791 po`�512/11/20�� �'�IONAL E�G1 p / al Trenrhme dT dlne: 4A'han ae ah'ng is mquimdwidwr the kw4 ofclemrr,g; rt it is an ct oa l baway Gom tha nclue o ffl de trey fi J wrderalarge the ahelllre mnsrdaedman almrnahve when it rx emicipatea Dart neeresery trevctiug will destroy finder ll. C / — ® Vmteaive forcing shall be the last items removed dmir,g the heal deemyr. \ / I I _ ' — < i O "d' � 13. Damaeed Treer. 1 / / ' \ — ; ,�` � m Ln 0 Damasadaemahallb aMdimmediatalybypmuleg,farti4atiworoffi m= hodsmc evdedbyat speelaks[ // 1 I '� — — �.• I i65 .f I Q J NOTE:RISTHE DEVEI PER'S RESPONSIBILITYTO CONItERWITHTHE CONTRACTORONTREE CONSERVATION / 1 —/ , \ / H\ 1 \ / I 11 Z Q REQUIREMENTS. 1 / \ LOT u 12 7 2020— OWN 'NATURELOT / W LOT 1 \ \ 1 \-�--- _ CONTRACT PURCHASER SIGNATURE (DATE)- 3/1/06 Page 1 of 1 / \ / �� \ � �. LOT � / I / / �>, 14o I :3 3..1 I A 11 • \\ / LOT CONSERVATION PLAN NOTES: / \ / _ - \ \ 1 I / / �39 -j - 16g 1.ALL TREES TO BE PRESERVED AND PROTECTED SHALL BE MARKED WITH PAINT OR RIBBON AT A HEIGHT / LOT CLEARLY VISIBLE TO EQUIPMENT OPERATORS. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE / / I 1 / LOT MARKING HAS BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT. LOT 2. HEAVY EQUIPMENT, VEHICULAR TRAFFIC, AND THE STORAGE OF CONSTRUCTION MATERIALS AND SAIL SHALL NOT BE PERMITTED WITHIN THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. 3. TEMPORARY EROSION CONTROL MEASURED AND/OR PERMANENT STORMWATER MANAGEMENT FACILITIES / \ / / -, I / 1 / / I /' LOT - - \ -':• LOCATIONS SHALL BE COORDINATED SUCH THAT THEY SHALL NOT ADVERSELY AFFECT TREES TO BE PRESERVED AND PROTECTED. / - - - — - - - / ! / / I I / 1 / / / / / I 137/ �I� o -T .�••-:'. _u-, (7)LSRSTREETTREES ED 4. FIRES SHALL NOT BE PERMITTED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED / \ / 1 \,---_�—_ / / ' LOT '� f nr r`I / m ALONG DUNNAGAN DR I w AND PROTECTED. / I \ / / / a� / 1 _ 5. TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES TO BE / \ - PRESERVED AND PROTECTED. 6. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE PROTECTIVE FENCING HAS BEEN INSTALLED \ / - - -� - --I o' i - / �- - LOT LOT LOT BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT. i � - i L N / / / LOT LOT LOT a s �7z 173 174 105 1 7, WHEN TRENCHING FOR ANY KIND OF UNDERGROUND WATER, SEWER, ELECTRICAL, CABLE, TELEPHONE, OR I — 7 OTHER UTILITY SERVICE IS NECESSARY WITHIN THE LIMITS OF TREE PROTECTION OR BEYOND THE LIMITS OF / / 1 ' / / - -/- I O� LOT 1 1 132 I i34 CLEARING, THE SEPARATION FROM THE TRUNKS OF TREES SHALL BE MAXIMIZED TO THE FURTHEST EXTENT 3 \ POSSIBLE. TUNNELING SHALL BE REQUIRED WHEN DEEMED, BY THE COUNTY ENGINEER, THAT TRENCHING �+,I �8 - WILL SIGNIFICANTLY DAMAGE FEEDER ROOTS OF TREES TO BE PRESERVED AND PROTECTED. / /' _ - - _ - ` - / / " ' % N. I I LOT L 1 I I L - - 8. ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM OF ANY TREE TO BE PRESERVED AND PROTECTED LOT A SHALL BE REPAIRED IMMEDIATELY, IN ACCORDANCE WITH THE PRACTICES IN THE EROSION AND SEDIMENT CONTROL HANDBOOK. CARE FOR SERIOUS INJURIES SHALL BE PRESCRIBED BY A PROFESSIONAL FORESTER / /' \ \ OR TREE SPECIALIST. / / s-. 9. SOILS WHICH HAVE BEEN COMPACTED OVER THE ROOT ZONES OF TREES TO BE PRESERVED AND LOT {20 PROTECTED, SHALL BE AERATED BY PUNCHING HOLES WITH AN IRON BAR EVERY 18" OVER THE ROOT _ - s - - - LOT LOT u8 i ° w - - a s M 3 M i� ZONE. THE BAR SHALL BE DRIVEN 12" DEEP AND MOVED BACK AND FORTH IN EACH HOLE UNTIL SOIL IS. / \ / - - _ LOOSENED. ii6 117 ; / / / F 10. TREE PROTECTIVE MEASURES SHALL REMOVED DURING THE FINALLETHE LASTCLEAN-UP OF THE TEMPORARY EROSION CONTROL PLAN / / / 10T 10T w / l - I r - -JD - / � I m / I 1 - / Q / L - _= - -n�_ - I LOT N 0O 141 Ot1CN\ � / // � �- '. '-•,\ 105 _ - / ( E � _ �: •5 _ - /.T = I � ICJ �FACILITY'C' � � �, / / / � � / _� •. •'. - T- — � " .�. x -\� c — _ ��R� 9� FIWI � - — I — I I — / ' / / -I' 74° _ 174z I d, / / ,. ••.••.'.' •. .j' r x t � � � ../ � — ,.It-- O D(Q ',,x - � I I -- — / I\I / I / .I '7 I �' // // // .'..-- .•-'-•'.•'f.•. '• _-- -- � \ ,- � - � A � _r-1 / I �(3o)UAPSTREETTREES I il� I ----I I_-LC�T/ I ��OT-�-�'_•.73� 3a_.• II�L T `I LLI / / / \ / /' : •'. •' ' :.. - • .�� - , , pRopos i ALONG ALSTON 5TREET LOT H-11 86/ _ 7 6. L J J OPEN PCE /I 4 J 'G' a z / / / / - . •.,: / . �' t ' LOT / ' - - / - - x j LOT o I I 8g fi i I i3a (0. AC) \ ( I Z / / ✓.•:•'.';.•'.•: / 104 LJ / - / \� �� LOT 91 - I I _ �. ` �-_I W LL J / / / :-✓• -:• \•: / / x ,-_ \ \ 1 L / I I--- li-1 kv //73% / STREETTREES =ALONG ALSTON STREET „ _- / COT / •%� � /L�'�� �-� �, , �x,M� a `' - �� \ \ ` - LOTS 93 / \ / 1 /' / / �7az � O - - '✓; ':f- - '.� �� \ - COT- .•i•- 1 95 / / / •/ G •1 Q J 1 — / '. '�: •; . • . : y io3 / `� _ - \ \, - -LOT - / - - ' / / / / o 0 0 0 0 V) �.• r.: ' . /• 'e.. '...•.•' ';.••.:•'.OPENSPACE;. / i - - _ 96 \ \ -- ��\' _ / / / / f - '' // // G�Oo 1 \\ ;• lr =5" '' - COT \ C U Q \ �-�� 'y. a•. ��:-- (1.12AC) r'r / \ / I '�.., � � �, \fi -' 1I1 _ LOT - \ - J \ �.f'-• -%•' / --' -'� ---'/ '/ I ��- Y Ln S wm�'' LOT X j':'':' = 11 - \ / o7�C�00_0000011 00o I \ W f. •' LOT :. / ;; . ' / \ '' .�-::'•.•% \ 102 / �--J 1 I \ \ � �- � J•- \ .•��:';•'.•'.••'.• %' // / / oO0i0'90 04 �/ LU :' ':•:✓.•'.%• / PROPOSED TREE ----- m LOT - : '• : •': • OPEN SPACE • .. -%. / � 1 - - w N \ U) LU J - -•% -• . -• :�'`; -' .' - \ > / •/ - . • PROTECTION FENCING / - _ _ - - - _ - - - � \� -�- io1 / H / - - Z - - �•• :� : ' • --': •': •'. -- _ oo YR FLOODPLAIN - - - ^/ / ter' \ ®�� / :•�\�. .\. .-l.•'.' / / 0'Y /' — — --- --w i / y -T = o / / / - — H LU LU - 1 - 6o L _ / \ i - I - I I 00000-C 0 LANDSCAPING NOTES: v / 0 0 0 Oo / / / 1. 1 LARGE STREETTREE PROVIDED EVERY So' OF STREET FRONTAGE.Lij ~ Q �0 O 0 i 2. STREETTREES SHALL BE LOCATED 5' MIN. FROM DRAINAGE STRUCTURES AND ao' MIN. FROM WATERLINE w _ \ O i PROPOSEDLIMITSOF� 0 00 \\\ ` AND SANITARY SEWER STRUCTURES. 0 LIMITS OF STREAM \ _J 0 �j TREE CLEARING (TYP.) 0 I \ 3. STREETTREES SHALL BE ALLOWED TO REACH AND BE MAINTAINED AT MATURE HEIGHT THE TOPPING 0 00 Oo 0 / / 00 0- I / \ BUFFER (TYP.) \ OF TREES IS PROHIBITED. STREETTREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE Q / - - - 00 0 0 0 O Oo 0 00 OO �0 OO OO Oo O - UI -0 0 Oo Oo Oo Oo Oo Oo / 00 0 J / \ - - \ OVERALL HEALTH OF THE PLANT. o0�-0 - / 0 Oo0 / / / \ - \ \ 4. STREETTREES LOCATED WITHIN INTERSECTION SIGHT DISTANCE TRIANGLES SHALL BE PRUNED BETWEEN r�0� - - r ` �� \ \ 2' AND 7' ABOVE GROUND AS A CLEAR ZONE TO PRESERVE SIGHT LINES AND ACCOMMODATE ® O 0000o i ---' - // /' \ / / / \ PEDESTRIANS. C� /Oo 0 0 J� 0 0 0 0 0 0 S. TOTAL STREET FRONTAGE = 5,541' N \ 0� - / REQUIRED STREETTREES: 112 (1TREE PER EVERY 50' OF STREET FRONTAGE) - - - - - - � = � \ \ / � \ - / - - - \ / \ \ `/ / ` PROPOSED STREET TREES: 117 \ @J O'0-0-0 / o ' / \ / / \ r _ - _ - _ - STREET FRONTAGE ALONG ALSTON STREET (PORTION OF):3,o85' REQUIRED STREET TREES: 62 PROPOSED STREET TREES: 6 4 U / \ 7 T - STREET FRONTAGE ALONG LITCHFORD ROAD: 250' b ! - - - \ \ ` - - - - - - - - - - ' REQUIRED STREET TREES: 5 Lu w ROPERTY LINE- //' _ - ' \ \ /I / j' PROPOSED STREET TREES: 6 0 _ - - _ - - ' STREET FRONTAGE ALONG LEXI LANE: a to GPHIC SCO �__-- ,� -- ------ / _ s74' \ 0 O Oo 0 0 OO - REQUIRED STREET TREES: 1z 106 NO. � > 0 20 40 0 80 / \ \ ' 60 ` \ / / p � \000O�0o 0�O�0o0o0oo000�o(eD °-` Go00OpQ0QOQO0o0 0 0/ -�-� \\\ � \ - --\\0000(a ©000 \ ( IN FEET S �S \\ \ \\ 0�0000000000 00 \ nch_0 f1 J — — — \ - - - - - HI-401 Plate 3.38-2 PHASE II PLANT LIST SYM I COMMON NAME BOTANICAL NAME SIZE CANOPY I QUANTITY I TOTAL STREETTREES ASL LEGARY'SUGAR MAPLE ACER SACCHARUM'LEGACY' 1412'HT 195 38 7410 LSR ROTUNDILOBA'AMERICAN SWEETGUM LIQUIDAMBARSTYRACIPLUA 10-12'HT 206 24 4944 LAP PRINCETOWELM JULMUS AMERICANA'PRINCETON' 10-12'HT 397 55 21835 TOTALCANOPY: 34189 PROPOSED STREET TREES:13 182154 STREET FRONTAGE ALONG DUNNAGAN DRIVE: 343' - REQUIRED STREET TREES: 7 SCALE PROPOSED STREET TREES:7 111 = 401 STREET FRONTAGE ALONG MCCOMB STREET (PORTION OF): 1,289' REQUIRED STREETTREES: 26 SHEET NO. PROPOSED STREETTREES: 27 �4