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HomeMy WebLinkAboutARB201400146 Plan - Approved 2014-12-16i `� NOTES: 1. METAL WRAP ALL FASCIA 4 RAKES ALL ELEv. (TYP.) 2. 8" ROOF OVERHANG ALL ELEV. (TYP.) S_ 4 r 4 s 4 RIDGE VENT ALL ELEV. (TYP.) POST LIGHT ON PHOTOELECTRIC CELL LOT 15 - WILCOX A cUr- 9.cNTt -1 LOT 3 IN gU(,k IZ PIASe I PLVANSx. aPOST LIGHT ON PHOTOELECTRIC CELL LOT 14 - PETRILLO FRONT ELEVATION OTVI-I.12 LOTS 13 -15� A f,UP-RENT Ly LOT 'Z IN BLOCU- 12 PHASE I PLWNS POST LIGHT ON PHOTOELECTRIC CELL LOT 13 - GAMBLE (,URKGNi 0 LUT I IN ili OCV- IZ, PHASE I t U-ANS X, 4 PLAN IREVISION U 00 Z rn W LC O4 W N Ir w at C) "I = o � � U U J of ¢ Z o © O N U W 0 _1 11 LU J (0 Q� C) 1 [Il f— N Z Q J L W Q) Q� °u Z (� a_ PAGE OF 3 0V (-L r REVISIONS DATE BY I�2�1 E5 - ES NOTES: 1, METAL IURAP ALL FASCIA 8 RAKES ALL ELEV. (TYP.) 2, 8° ROOF OVERHANG ALL ELEV, (TYP.) Q U co _Z Lo ❑ N W W o Of O d U) N w # F W i3f ❑ Z In = U � Q U J � � Q Z RIDGE VENT ALL ELEV. (TYP.) N O RIDGE VENT ALL ELEV. (TYP.) RIDGE VENT ALL ELEV. (TYP.) z � ix n CRICKET � s, r — — — - -- ®� — - -- ® Effil ILLBI - w i J cv �� �� o } =F= o W_ J b' LOT 13 - GAMBLE LOT 14 - PETRILLO LOT 15 - WILCOX p REAR ELEVATION O w o OTV1-1,12 LOTS 13 -15 ¢ Q) _ D 9 J CO Q) U \ Q) cn clI PAGE 2 OF 3 REVISIONS DATE BY = H2.ML I - U � Ww } 12 a laU 12D 12 d) 6 �a� ® ul U r12 U Q 4 a 12 8 10 c l Fffl U m I 9 E z O m � � O } Q 12 Q —L LU -- -- c0 Q � z } Mon o don. o19DT i a _ = x zQ L" -j 4 ii m o m ui _I O 3: z i oo a a a COVE BRICK CIVIL WITH OUTS /OE COURrrARD. 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GREY SIDING: GREY SIDING: GREY SH ERS OORS:BLK. /GRN. SHUTT S ORS:BLK. /GRN. SHUTT S/ ORS:BLK. /GRN, INGLES: B CK SHI GLES: GR S GLES: BL K LOTS 33 -35 THE VILLAGE HOMES AT OLD TRAIL IN aLuCV- l� .�� E t P�►9t� 6 11 N � �Wo w�o N a � o U � Q O � � O a z OO � m m m N O z 0 4 w w F- z O to Q 0 0 4 d) w O � w ' � m Q N z� 0 d} � w 4 0 4 D LU F, SITE DATA WA HALL MAGISTERIAL DISTRICT OWNER / DEVELOPER: MARCH MOUNTNN PROPERTIES LLC CONTACT DAVE BROCKMAN WATERSHED: 1005 HEADIERCROFT CTRL{ SUITE 100 OLD TRAIL VILLAGE TOPOGRAPHY.. CROZET VA, 229 ,32 CELL: (702)- 985 -9088 DATUM: doL°OddhaliMTloge- PLAN PREPARER: ROUDABUSH, GATE, A ASSOCIATES FLOOOPLAIN: 914 MONTICELLO ROAD DEPARTMENT OF FIRE RESCUE CHARLOTTESVILLE, VA. 22902 (434)- 977 -0205 TAX MAP PARCEL No: A PORTION OF 05YO- 01- 00 -000A1 ZONING NEIGHBORHOOD MODEL DISIRICT IN ACCORDANCE WTI PROFFERS OF ZMA -04 -024 APPROVED ON SEPTEMBER 14, 2005 USE: 7 MULTI- FAMILY ATTACHED UNITS BUILDING HEIGHT NOT TO EXCEED 4 STORIES FOR MULTI- FAMILY USE SETBACKS: MULTI- FAMILY USE: FROM i 5XI REAR 5' 0• 5' AREA SUMMARIES LOTS 0.60 Ac. OPEN SPACE 0.00 Ac. PUBUC R -O-w 0.00 Ac. PRIVATE R -O -W 0.24 Ac. TOTAL AREA 0.84 Ac. LOT AREAS: MINIMUM LOT SIZE FOR MULTI- FAMILY IS 3,000 S.F. LOT 1 4163.6 Sq. Feet LOT 2 3087.3 Sq. Feet LOT 3 3887.6 Sq. Feet LOT 4 3994.2 Sq. Feet LOT 5 3336.9 Sq. Feet LOT 6 3374.6 Sq. Feet LOT 7 4192.7 Sq. Feet GROSS RESIDENTIAL 8.4 DWELLING UNITS PER ACRE DENSITY.' PROPOSED 33,308 S.F. INCLUDES PROPOSED LOTS 1 -7, COURT MONT WAY BLOCK I2, AWPERNOUS AREA: A PORTION PRVATE ALLEY 'A' h PHASE I OF CLAREMONT LANE) PROPOSED 8,839 S.F. (INCLUDES YARDS FOR PROPOSED LOTS 1 -7) TURF AREA: PARKING REOUIRED: 2 SPACES FOR EVERY SINGE FAME /LY ATTACHED DMf1LINC = 2 x 7 - 14 SPACES /'SPACES EST SPACED == I6 Sp;44) UNITS SHALL BE PROVIDED= 0.25 x 7 = 1.75 SPACES iDT PARKING PROVIDED. 14 SURFACE SPACES + 14 GARAGE SPACES = 28 SPACES PROVIDED MAGISTERIAL DISTRICT.. WA HALL MAGISTERIAL DISTRICT DRAINAGE DISTRICT. LICKING HOLE CREEK WATERSHED: LICKINGHOLE CREEK TOPOGRAPHY.. LO11SA AERIAL SURVEYS, AUGUST 2012 DATUM: VERTICAL - NAVE 88, HORIZONTAL - NAD 83 CRITICAL SLOPES: NO CRITICAL SLOPES EXIST WITHIN THE PROECT LIMITS. FLOOOPLAIN: THIS PRO.ECT IS NOT LOCATED WITHIN FLOOOPLAIN DEPARTMENT OF FIRE RESCUE LIMITS AS SHOWN ON FLOOD INSURANCE RATE MAP COMMMUNITY PANEL NUMBER 510006 0237 D. EFFECTIVE DATE: FEBRUARY 4, 2005. EROSION CONTROL: PHASE I k 9 ER09ON CONTROL PROVIDED BY THE EXISTING SEDIMENT BASIN CONSTRUCTED WITH BLOCK II AND EXPANDED WITH BLOC( 14. LANDSCAPING: SEE LANDSCAPING PLAN FOR PLANTINGS, SCHEDULE AND SPECIFICATIONS, NOTES AND DETAILS. STORMWATE2: ORIGINAL SHIM BID- RETENTION POND, BLOC( 14, WO 2012 -0013. THE SWM BIO- RETENTION POND WAS MODIFIED WTI THE WPO 2013 -00021 PLANS. MPO 2013 -00021 PROVIDES 46,286 S.F. OF STORMWATER CONTROL FOR FUTURE DEVELOPMENT MOTE, THE WPO 2013 -00021 REFERENCE TO SOOJJ SF. OF IMPERVIOUS AREA IS INACCURATE. LIGHTING 1. ALL PROPOSED LIGHTING WILL NOT EXCEED 3,000 LUMENS. 2. SPILLOVER LIGHTING ONTO PUBLIC ROADS AND RESIDENTIAL PROPERTY SHALL NOT EXCEED ONE -HALF FOOT CANDLE. J. ALL OUTDOOR UGHTING SHALL BE ARRANGED OR SHIELDED TD REFLECT LIGHT AWAY FROM ADJTXNING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. NO EVIDENCE OF A BURIAL SITE WAS FOUND ON THIS PORTION OF PARCEL Al. THE STREAM BUFFERS) SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE WTH THE ALSEIMARIE COUN WATER PROTECTION ORDINANCE. THIS SITE IS NOT LOCATED WTHIN AN AGRICULTURAL- FORESTAL DISTRICT. NOTE: THERE WILL BE NO BUILDING PERMIT ISSUED FOR LOTS 4 -7 UNTIL THERE IS RECORDATION OF THE BLOCK 12 FINAL SUBDIVISION PLAT (SUB201400061). OLD TRAIL VILLAGE BLOCK 12 PHASE 1 FINAL SITE PLAN (SDP-20-1400061) 1�D�ons fop RDOd .`O Q` r Q <. Q WE Z Q o Rte 250 Z O 10 VICINITY MAP SCALE: V= FEET GENERAL CONSTRUCTION NOTES I. PRIOR TO ANY CONSTRUCTION WTHIN ANY EXISTING PUBLIC RIGHT -OF -WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM ME VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOTI THIS PLAN AS DRANK MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY ISCREPANCI OCCUR TILE REDAREMENT OF THE PERMIT SHALL GOVERN. VOOT MUST BE CONTACTED AT LEAST 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 2. ALL MATEPoALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWSE NOTED. CBR'e SHALL BE SUBMITTED TO VDOT FOR REVIEW & APPROVAL 3. EROSION AND SILTATION CONTROL MEASURES MALL BE PROVIDED N ACCORDANCE WTH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERIEUZED, SEEDED, AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 VORIZONTAL' VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ME TO BE ACHIEVED. 6, PAVED, RP -RAN OR STABIUZATON MAT LINED OTOI MAY BE REQUIRED WHEN IN THE OPINION OF COUNTY ENGINEER, OR DESIGNEE. IT IS DEEMED NECESSARY N ORDER TO STABIUZE A DRAINAGE CHANNEL 7. TRAFFIC CONTROL SIGNS SHAH CONFORM TO THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 6. UNLESS OIHERWSE NOTED, ALL CONCRETE PIPES SHALL BE REINFORCED CONCRETE PIPE -CLASS R. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR CONSTRUCTION INDUSTRY (29 CFR PMT 1926). 10. VISIBIUTY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. GENERAL CONSTRUCTION NOTES FOR STREETS I. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT MILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296 -5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS TO VOOT FOR APPROVAL. 3. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT -OF -WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. 4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION, AND APPROPRIATE END TREATMENTS MILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE. IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL. AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TD SEVEN (7) FEET. 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VOOT CG-9(A. S, OR C) . "ERE ERE RURAL CROSS SECTIONS ARE INSTALLED. ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL B CONFORM TO 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. B. ROAD PLAN APPROVAL FOR SUBDIVISI DNS 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 TO BE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. 12. VDOT STANDARD CD -1 DR CO -2 CROSS- DRAINS ARE TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. 13. A VIDEO CAMERA INSPECTION IS REGUIRED 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 VOOT OR COUNTY INSPECTOR PRESENT. 14. INSPECTION S TESTING OF ALL ROADS DEDICATED FOR PUBLIC US SHALL BE COORDINATED WITH VDOT FOR ACCEPTANCE INTO THE STATE SYSTEM. SHEETINDEX SHEET 1 COVER SHEET SHEET 2 - - -- PHASING PLAN SHEET 3 - - - - - -- SOILS, DEMOLITION & EX CONDITIONS PLAN SHEET 4 - - - - - -- SITE PLAN SHEET 5 - -- UTILITY PLAN SHEET 6 - - -- GRADING PLAN SHEET 7 DRAINAGE AREA MAP SHEET 8 ROAD & UTILITY PROFILES, TYPICAL SECTIONS SHEET 9 - - -- STORM & UTILITY PROFILES SHEET 10 CONSTRUCTION NOTES & DETAILS SHEET 11 -- LANDSCAPING PLAN 2 *�NyTA OF F7Q 2 Christopher C. Mulligan U.. No. 0 031672 i f3SIONr,L ECG APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNING / ZONING ENGINEERING INSPECTIONS ARCHITECTUAL REVIEW BOARD DEPARTMENT OF FIRE RESCUE MBEMA ILE COUNTY BERME AUTHORITY VA DEPARTMENT OF TRANSPORTATKNN 0 aQ� 2z O RW a 2 OU SLL g a2 Z 0 W �a aZ W�Q O> U W 22 w p� W a 2 Q(0 a OW ®FE a REVISIONS NON. 20.2014 County comments Dec. 12, 2014 County Comments DATE Auy. 15, 2014 N T S Y U W 0 W ¢sF m VJ Z J_ ILLY L� W r O � U � J 0 FILE NUMBER 6053 SHEET 1 0111 LOTS 12 -15 INI e ppI At -- - - -_ (2' OFFSET RI U FO 9 +96.83 GLENjlll I -- - EX. CURB &GUTTER CCAA,' QQ �LL1, VALLEY Df.�IV 5T EXlS1INC PUBLIC R -QcW Existin /Stop Sign gEN \NO PN� - -. - "V Ul .,i¢ _ _ _ —\ Xp00° 0 a; C, Cc wi IIII 10L � u-, VIII I -- w Its 4W D o I I 1 2 3 4 5 6 7 I �i ay �W INS Ni 1111 �I II I I co O W Ni LU : Z - REVISIONS Nov. 20, 2014 1 N Q l 11 00 CLAREMONT NE County Comments I DEC. 12, 2014 County Comme nts CONSTRUUCTI N /(PHASE 1 OF BLOCK 15 ROAD & UTILITY PLANS SUB 2014-00080) - --- COURT iVi[�n�r ,/ WAY I 14 0 /I a m _ 74' PPI.VATE ALL Y' - 3 — — Aug. 11, 2014 — — /aa� / 1Z FUTURE 12 Oo c: PHASES Ir l / rl L N T g la 9L o a m � _j Z 0 Irl lr �" 44ft FUTURE ROWCR— TREE T�— — ss' Pue!_IC R o -w> g� = W r/ /�/ TMP 55E -1 —A1 of 4 °r46�LTn �, flLE NUMBER eos3 MARCH MOUNTAIN PROPER IES LC D.B. 4215 pp. 254 -26151 LAT� D.B. 4195 pp. 685 -693 PLA Ill)) C Cn,istovn., C. Mulligan / D.B. 3798 pp. 001 -009 PLAT SCALE V = 20' la o za b mis�z o SHEET /M/ /�/ su[ tx rs. `��� FSSIaM�I ENG 201 11 / , -682_ TOP G(TE)6 RA 79.71 O� T0. -680- 28 III I I I I III iC -iC = M RP MY}S2 23 0 TOP 8 MV M 8672 6 80- SEWER EASEMENT 3737 I \I I 4=82 MV (IN 1= 667. TO INV. -65',,1 W X, Q O q Q � Z p \ __ OL Q.V. o, _ '` 12�SP111G - -7- INV. Wn- 668.12 ✓/ I^'. _ \"_(�JiCV.. ' •4Y. S 77.01_ M/ _ iz 12 w/l. [X TTxlxltiYRe'LR 12'. 12' 1FE V N}- 669.39 - I (3P 2• c.v. - _ _ v 869.07 aEESET a' - E% tlIRB A_Q111FR -V �/ `� E.ist 2 \ 6�/ 0� \ ^! W I���I 1 MurcH MP 51E -1 -A1 - / \ _�� D, • 4p1WNi INS 6 �R 258 D,� 99 82 ES 1 - o'- m -w/1: \� \ _ D.B. 37 5 PP fi 54 9 1 PLq LC /p7pL�Ai � 6`P 001 -009 r a(t� g a2? T J O \ NN VALLEY pR. FR 6• RAX 91RIP ` /j 4` �A� St p Si � 1Hp g 96.83 GLE TOP- 6]3.07 f1 5 91DEwAtB (K BLOOC 71 S) _ /'��LG T - ` Sig �S BFr Pp - " 57' EXlSONO PUBIIC R -O -W GRATE-672A 3 _ (PER 9 OO 11 P N 6) _ - _ _ _ - A4 2 p0 P i ®� }/�••.� 7 _�_- =' V 1 I I \ Ir s D•00 I U Q V% Q �NT•T9 OF ` / \ Ri.677.76 OP- 677.3t "�\ ORATE 676.71 INY.((M)= 667.21 V. D \ qC Sirl -3 RELOCATED STR-4) INV.(WT)-667.0] M W' 6. , ff 61• E %ISnNG -UB =C R'OW �C O • Christopher C. Mulligan Lk No / \\ 'II \ ( sJ 6�6� STR 1 MV.(WT)= 66].]7 v TOP-675.90 . \ -- ORATE -67528 \ \ �- - ♦® �, 0 031672 `tA11 E6s1oxA� ENO \ I'I Nit . I \ T - - - - _ - II - I I � 202P.A4'e&- INV.(WT)- 6 OR _ \ \ \ D.B. 4257 377 \ EIOSnNC __ TO BE VACATED) �` (0.8. 1445 Elp".SFIBM7 -186 10 "BE VUACAYM) E%. SAN. MH -__ _ __ _ __- - i. n(l }85866.88 INV.(Wn- 666.68 \ \ �' (E W Ug 24. W Q Ol kw �4 ` \ X674 ` ' Lu NOTE: THE PORTION OF CLAREMONT LANE � \ \ -III J .h I"— she— \ \ \ \ ,o\ \ \ E — \ 2 z aW 1II — — SHOWN ON THIS SHEET IS PROPOSED AS 'PHASE 1• IN THE OLD TRAIL \ \ IIQ III VILLAGE BLOCK 15 ROAD PLANS ' ` .�� / MBL /PU8Elo6BL7C \ \ \ \'G / suBm6+egP I \ Ir i� s - \ GIs I� REVISIONS Jm 1 1 \ _ _ -_ -- (SUB 2014-00080). \ /, �/ \ - _ ` j/ m. \ 11/ F (TYPICAL) CAL) -67P- / (Tm \) \ \� _ \ \6) \ 4 - _ \ Nov. Co me County Comments - - \ \ . �: \ — -672— 6)3 County Comments \ l IS D ICI SEWER EASDIENT_ _ - \ \ - EK 20- ;IiIJ ORAINAC{ EASLEN7 �- \ E%ISnNG �¢yENi' D.B. SEEP. 16( -1861 a I,,, \ \ A1cAm PORnON ° jj \ TO BE VACATED) >< ��6 1- -\ E%IS _ WADE o' \ \ i iR `66q\ \ � \ \Y>Y '2 \ TEMPORARY VWnTH ;6E \ I I \ / \ X. 20' RH ESYT. DAIEOBIPPoL 5. M1W3 \ lg' DEEPM \ 6 ' 6 IY�IjN1NNGTNANNEL/B TEMPORARY -2 EL -2 `K%' EXIST. SAN. U.N. $fXE I \ _ - SOIL DIHDE (TYPICAL) �- COMOU11M9NAL - 662 -.. \\ E%. TO As O ABANDONED) / / \ \ FJC Y 20• F]i cSMT\ ( 12•.I 1EE�� �c)l ix�GP \ SM. M.H. TO, - 671.03 / / / - - - -_ - - - - / - TO BE ABNIBONEQj_ -�6 -- --/�/i / \ �\\ \ \ - 666-- T. 5 k VALVE - - -__� -- wW_�� /-pL" Z O ESMT. FOR MODIFIED BMP (9LK 14 SWAT PLAN) // /—� (TO BE REMOVED) dKR9ON -T AKA - - _ /� L /� \ \SEE�AL BLOCK 14 9 A� �s"oA"�EO MAR6�20,E2013µ / -668_ - / \ \— \ N Z — — — — —_ r; \ \66r� C t/�_� T�MP 55E-A -AI I \ I /}.� M TAl6l -P E c TMP 55E -1 -H Y U _ D.B. 4215 15.. pL� # / TI M BOLA O W / / m IuLnMAT> cfaMEntr sue, // / _ / > ^ \ \ \ = -- _-_ MO EE O SEDIMENT BASIN SEE OLD —_ -____ �� / / / / /'.E� - `' • Z J Z TRAIL BLOCK 14 LAN MARCH 20, 2013 - - - -41 F— (CU"'DAIED DA ENY UNER CONSTRUCTION) E%. 4• BERM - -,r• - 33 J �'EpSTN.JJS..6M18YY.N. !!! W.... i / �F a/ l O LW - - -- TMP 56 -17A /// co / / SCHOOL BOARD D.B. 405Lp.E346LE COUNTY \ \ \ y/� / / ��� / y\ / ^` J ,r_� 7`i�\c FlL.E NUMBIER -4' son 8053 / SCALE I• ' 30' \ \ __- \/ 11Cw � p•, \\ r d FEET _ _ / - /), ✓ / � /-^' � SANITAR 3 Of 1 � I - - LOTS 12 - 15 x �F' �P�� `' m d Z.0 I VALLEY DR. - _ -- - -. - - - EX. fig PLANTING STRIP EX. CURB & GUTTER -LEN - VALLEY - - - - - Existing Stop Sign Existing. (2' OFFSET RI DRIVE (ST -14� �Np - St Si 0 y Nw Lu 2 OQ FLu 0. Q 9 +96.83 GLENN I - E %. 5' SIDEWALK (PER BLOCK I7 PLANS) 5i EXISTING �� P 9 PUBLIC R -O -W_ 2 �O p,NF -Pp Q? J 1 NOTES: III I III = =_ (PER BLOCK 11 PLANS) °° _ — _ _ _ �kS — - - — — pp, — -- __ -== �cs = == �ST 1. DIMENSIONS ARE TO FACE OF CURB. ARC LENGTHS SHOWN ARE TO DESIGNATE THE RIGHT -OF -WAY & CL /� (ST-24) _ -1I 3P' J 3 A= q I \,3� �/ �, MQ DIMENSIONS. OI I _ VAR. WIDTH LANDSCAPING 32 3e 39, __ - / J WO Oa 2 2. GARAGES ARE LOCATED GREATER THAN 18' FROM p BACK OF CURB AND /OR WALK TO CONTRIBUTE IIII ESMT" VAR. WIDTH UTILITY ESMT. 2 +1 •77 E CG 2 : VAR. WID LANDSCAPING � Oj U OFF- STREET PARKING. I� I m ESMT LU 3. THE DEVELOPER RESERVES THE RIGHT TO MODIFY IIII 1 THE BUILDING FOOTPRINTS WITHIN THE BUILDING II ENVELOPE. I 22' BC_Ea 20' UTILITY 9C 1 III EASEMENT 1 00 a I III 24' ACCESS ESMT o °' - r 3 3 3 ., o �: 36'P -FC' y 6 7 2 6' PLANTING STRIP 3 - Tom' - Speed L imi W ILW ? QU rnLU Z 4. ALL ROADS SHOWN ON THE PLAN FOR THIS BLOCK �I�I IIII 3 Sig <_ 5' SID WALK W WILL BE PRIVATELY OWNED AND MAINTAINED. THEY n j INCLUDE COURT MONT WAY AND A PORTION OF THE III 20 PRIVATE I I� DRAINAGE ESML z z P 11'''' �' REVISIONS Nov. 20, 2014 �`/ PRIVATE ALLEY. W ` IIII `LEY 'A �l I ANTSCAPING 61• OW, III `�i Y I PR ATE WAY 7 "a) 5. PROVIDE RESIDENTIAL ENTRANCE, I CG -9B, FOR EACH LOT ACCESS LOCATED IN CG -6. ROLLTOP ENTRANCE IIII Q ; �J APRONS TO BE COORDINATED & APPROVED BY IYN I III 0 NT gj 1 +g9 g6 CO RT M l %�40 C 5 EE SIGN 11 00 g County Comments Dec, 12, 2014 COUNTY ENGINEER. IIII J Ik h Iy i ati.'1 _ s L PM �I RT O CLAREMONT LANE MO T <q County Comments 6. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM I "� THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. IpI sI�Q. !11 TRANS7Dpry Y R; t_Iup_gG 6 (EOETAIL)o i 22' 23' 2{ 27' 27' 29 CONSTRUCTION �I /(PHASE 1 OF BLOCK 15 3* /SUB PLANS A —� Z / SUB 2014-00080) 7. A MINIMUM BUILDING SEPARATION OF 10 FEET IS I I' � ¢ `� REQUIRED BETWEEN LOT 3 AND LOT 4. `I to IdIII 'YN . � ' n �- -. LQ59' Q :Stop Sign �'�R ,ti 77', -�Ino Inl q J �$a I. ro �Y: o 195.32'._ DAB / AI III may,,, 4' PRIVATE ALL NOTE: fl m tX St 5 I ¢ AN ASTERISK SYMBOL ( *) DENOTES ELEMENTS �I O I) I 20' PRIVATE S�yrr —� THAT HAVE BEEN PROPOSED UNDER THE OLD / I' LL �I I 1 TRAIL VILLAGE BLOCK 15 PLANS. FUTURE i DRAINAGE ESMT, DO H ^ sp ro w 5' TRANSITION m G i ROLLTOP -CG-6 \ Auy. 15, 2D74 w (SEE DETAIL) VAR. WIDTH PRIVATE 1pI I ti DEVELOPMENT / DRAINAGE ESMT 20' UTILITY N N I - EASEMENT 1x20' AREA FUTURE -; DEVELOPMENT 41 _ AREA 12 00 DRAINAGE ESMT. / TO / BARRICADE (TYP.) \ 20' PRIVATE DRAINAGE ESMT. BARRICADE (TYP.) TO"OQQO PR /VA? EASEMENT w IIII ' l l/ ROk,CRO ATLfy ll SS °I N llli / S rR f 1 r �/ _ _ — ll/ / lGl FUTURE ROWC o S OC J� 5 20' PRIVATE ESMT. I 20' UTILITY EASEMENT O Ll 9 20\ OS�6 ESMT. ` FOR MODIFIE BMP (BLK't4 SWM PLAN � TMP / / o`z Y C� �� p °2���fTN nF `�c Z�s FlLE NUMBER eons / 55E-1—Al MARCH MOUNTAIN PROPER ES LC D.B. 4215 pp. 254- 261(PLA� D.B. 4195 pp. 685 -693 \ / V�Sphw C. M"�" Christapha. Mulligan / (PLA D.B. 3798 pp. 001 -009 PLAT / N SCALE r = zD 0k. No. o os+a�s f'r"Ox/,l f *�� I-E IN ra, SHEET 4 of 11 / , / I o,1P �I X \ � 0 � / �. IIII SEWER EASEMENT I 0.8. 4257 p. 377 �II TOP 678.20 I IZ I IN V. OUTQ=56 715 _ ¢ EX. - � - - - -= - - -- - -- -- -- -- -- -- (3)12'c.v. (1)e'c.v. �� \ V�g, w iL F- - - - - - 4itzl®- - - - - - - - - - - - - -- - EX. 12 "W/L- - - EX: - 12•x12`X12'XB ".CROSS -- - - �I. - EX. 8• - \� EX 12 x12 TEE PROP. 12'x8` J �+4 (3)12` G.V. L S VALVE - - - _ ._ _ - GHT 01 W L Existing - - - - - - - - - - - - - �L NSVALLEYoD 1VE (s_T -;-w stop Si9a� �2�5e _ _\ 13 OkoO p0 PROP. W.M. s _ = PROP. W.M. _ PROP. W.M. (ST-1 (ST -24) - TYP. TYP. Ix I VAR. WIDTH / LANDSCAPING ESMT. VAR. VADTH/ 2 +1 .77 "VARWD UTILITY ESMT. I LANDSCAPING - -_ y ESMT. V EASEMENT 1 0 1 2 3 4 5 6 7 24' ACCESS ESMT. y 20' PRIVATE - Iryrytl DRAINAGE ESMT. VAR. VADTH W A 7 LANDSCAPING �I I 0 pR ATE NT WAY 7 7x4) ESMT. j 1 +89.96 GO RT M x00 0 c .M i 14-00 N I I. I i t �M� r CgNF � ry r 59' � L= 5:13' - -- 750 - I20' PRIVATE - tt DRAINAGE ESMT. FUTURE 1 ° I H DEVELOPMENT AREA I „ PROP. 8' PLUG / FUTURE �W DEVELOPMENT AREA A / o / �- _ FUTURE RO�OSS`z ° T EE / UTILJTY NOTES: / Q T 20' PRIVATE 1.) ALL INLETS DEEPER THAN 4' REQUIRE ST -1 STEPS. DRAINAGE ESMT. 5 ^�Q/7� 2.) ALL INLETS DEEPER THAN 12' REQUIRE A -1 SLABS. 3.) ALL INLETS SHOWN HAVE IS -1 INLET SHAPING. CJ (VDOT 2008 ROAD & BRIDGE STANDARDS) 9 STORM SEWER SCHEDULE 12112/2014 X20, TO PIPE OBiOmPTION SLOPE IN OUT /2 Ex.1 41 143.36 L.F of H.P.D.E 24 "Storm Pipe 192% INV(IN)= 6641NV(OUT� 661.25 OR MODIFIE BMP (BLK 1� u 41 3669 L.I. aHD.D.E 15 Stain Pipe 054'0 INV(IN)= 661.45 INV(OUT)- 66,25 12 13 Ex. 41 5907 L.F. of H.P.D.E 15'Stonn Pipe 440% INV(IM- 6M.51NV(OUTp 665.9 311 39 35 7386 L.F. of H.P.D.E 15 "Storm Pipe 3.32% INV(INp 6641NV(OUT� 661.55 M 41 31 64.88 L.F. of H.P.D.E 24' Storrs Pipe 1.70% 1NVIINI= 661.15 INV(OUTp 660.05 / 10 11 9 55.44 L.F. of H.P.D.E 15 "Stoop Pipe 2.89% INV(INr 6651NV(OUTp 863.40 W / 9' 9 1 41.63 L.F. of H.P.D.E 15' Stain Pipe 288% INVONt= 662.55 IRV(OUT, 661.35 'Pipe i94 Is ■Temporary OuCell Pipe Whloh Drama Into the Bdstlnl7 Setli -t Basin (Pipe N34 will be mstle t. Pemlanarll vVllh the IneLlla11or1 of STA I91 In Phase II o1 tits Bock 16 Roatl • PI I9 M a Tam OI4Ua9 PI VMk#1 Drp Imo tM Exhtln 3stlimellt Basin of --- _ m VAR. WIDTH PRIVATE DRAINAGE ESMT. 41 FA '903 LMT. _- - a: U 1200 1 ;" TEE II 12 GATE VALVE 8" GATE VALVE 12`x8" REDUCER - PLUG 1 P 45' VERTICAL BEND O N EXTEND 6' D1 WA I f TOY W MA N, A X•SHOWN _ A X712" 22 1/2' BEND \12" CAP INSTALL & TEST C PRIOR TO TIE-IN IN ACF)TTER�STINCXIS12cCQIAWL &COORDINATE 1V x 12" TEE TIE-IN w%F12F 90' BEND (1) 12' G.V. COMP TE TESTING OF PROP. 12` 45' BEND 12' W� PRIOR TO CONNECTION TO THE EXIST. 12' MAIN NOTE: AN ASTERISK SYMBOL (•) DENOTES ELEMENTS THAT HAVE BEEN PROPOSED UNDER THE OLD TRAIL VILLAGE BLOCK 15 PLANS. C2. OFFSET NEA� ILEN 61' -ExsrING EXISTING PUBLIC R� •o �► C (EX.3) ©C.5 12" 45' BEND AT STA. 10 +51.75 EX. SAN. MH TOP= 677.58 UT ILJTY NOTES: INV. 1N)= 666.68 1 FT_ 12" 45' BEND 1.) MANHOLE 'A' TO BE CONSTRUCTED OVER EXISTING 8' PVC S/L INV.�OUT)= 666.68 - WHICH IS CURRENTLY ACTIVE, DO NOT REMOVE EXISTING MAIN UNTIL TESTING IS COMPLETE & ACSWA INSPECTOR INSPECTS & APPROVES THE INSTALLATION OF THE PROPOSED SEWER MAIN. 2.) ALL WATER AND SEWER FACILITIES ARE TO BE DEDICATED TO THE ALBEMARLE COUNTY SERVICE AUTHORITY. 3.) CONNECTION TO EXISTING 12" MAIN NFLL REQUIRE A TEMPORARY Tn COORDINATE TO THE AVAILABLE FIRE FLOW. X 9 COORDINATE VATH ACSA. 4.) ALL WATER MAINS TO BE ABANDONED IN PLACE MUST BE • FlLLED WITH FLOwABLE FILL. n 5.) ALL VALVE BOXES MUST BE REMOVED FROM VALVES IN ORDER 00 TO BE ABANDONED. 6.) ALL INLETS DEEPER THAN 4' REWIRE ST -1 STEPS. IZ \ 7.) ALL INLETS DEEPER THAN 8' REWIRE SL -1 SLABS. CF - - -^f FUTURE COURT MONT Wq y IO - -_ G 20' UTILITY / EASEMENT PROP. DOGHOUSE M.H w/ DROPSTACK CONNECTION INLET SCHEDULE EXIST. SAN. M.H. TOP = 671.03 /p;y� Top. =) 671.031 0%\ 20' UTILITY 12117/2014 EASEMENT X712" 22 1/2' BEND \12" CAP INSTALL & TEST C PRIOR TO TIE-IN IN ACF)TTER�STINCXIS12cCQIAWL &COORDINATE 1V x 12" TEE TIE-IN w%F12F 90' BEND (1) 12' G.V. COMP TE TESTING OF PROP. 12` 45' BEND 12' W� PRIOR TO CONNECTION TO THE EXIST. 12' MAIN NOTE: AN ASTERISK SYMBOL (•) DENOTES ELEMENTS THAT HAVE BEEN PROPOSED UNDER THE OLD TRAIL VILLAGE BLOCK 15 PLANS. C2. OFFSET NEA� ILEN 61' -ExsrING EXISTING PUBLIC R� •o �► C (EX.3) ©C.5 12" 45' BEND AT STA. 10 +51.75 EX. SAN. MH TOP= 677.58 UT ILJTY NOTES: INV. 1N)= 666.68 1 FT_ 12" 45' BEND 1.) MANHOLE 'A' TO BE CONSTRUCTED OVER EXISTING 8' PVC S/L INV.�OUT)= 666.68 - WHICH IS CURRENTLY ACTIVE, DO NOT REMOVE EXISTING MAIN UNTIL TESTING IS COMPLETE & ACSWA INSPECTOR INSPECTS & APPROVES THE INSTALLATION OF THE PROPOSED SEWER MAIN. 2.) ALL WATER AND SEWER FACILITIES ARE TO BE DEDICATED TO THE ALBEMARLE COUNTY SERVICE AUTHORITY. 3.) CONNECTION TO EXISTING 12" MAIN NFLL REQUIRE A TEMPORARY Tn COORDINATE TO THE AVAILABLE FIRE FLOW. X 9 COORDINATE VATH ACSA. 4.) ALL WATER MAINS TO BE ABANDONED IN PLACE MUST BE • FlLLED WITH FLOwABLE FILL. n 5.) ALL VALVE BOXES MUST BE REMOVED FROM VALVES IN ORDER 00 TO BE ABANDONED. 6.) ALL INLETS DEEPER THAN 4' REWIRE ST -1 STEPS. IZ \ 7.) ALL INLETS DEEPER THAN 8' REWIRE SL -1 SLABS. CF - - -^f FUTURE COURT MONT Wq y IO - -_ G 20' UTILITY / EASEMENT PROP. DOGHOUSE M.H w/ DROPSTACK CONNECTION INLET SCHEDULE EXIST. SAN. M.H. TOP = 671.03 /p;y� Top. =) 671.031 0%\ 12117/2014 STR• L STATION DESCRIPTION TOP NOSE H 7 B 10+85.30 VDOT ST'D D 31 669.14 TYPE *B' 8.54 9 2.5 10+97.98 VDOT ST'D 01-3A 670.89 TYPE'S' 8.34 11 4 7 +30.83 VDOT ST'D DI -38 67244 TYPE'S' 7.44 13 4 9.53.33 VDOT SITE DI-38 672.49 TYPE'S' 3.98 35 2.5 11 +84.91 VDOT ST'D 1I-IAA 669.92 TYPE'S' 8.47 39 8 11+11.05 VDOT ST'D DI 88 673.79 TYPE 'B' 918 1 22 11+84.91 VDOT ST'D D1.2A 669.92 TYPE'S' 8.77 .AL: INLETS SHALL HAVE IS -1 INLET SHAPING MATCHUNE SHEET 6 m n ICID N D Z D fn m m II m 42 -8. 2 0o s 02 Z 0 CO 42 ZO CC �v2) w� ° C/, 0j W ? LOU W 2R W 4. W 07 °f ZwZ O (U n REVMYONS Nw. 20, 2014 COU v COmm9M9 10190.12, 2D14 CouNy Commtwlts BATE Aug. 15, 2014 BCAtE t2DNrout 94TetvAL 2 Feet N r g U Z g¢ 0 S m J � H D 0 FlLE NUMBER SHEET C 5o"J EXIST. SAN. M.H. TOP = 671.03 /p;y� Top. =) 671.031 0%\ INV.�OUT)= 665.31 \1fLA7 72•x12" TEE o a y 0 �- 'ERVE 8" GATE VALVE oo - `'ec S�o2'`'y1'H u °O� /_.y1. C /j7 /7 • i v'^"'r•"" �x'J"" EXIST. SAN. M.H. TOP = 671.03 � N cs Christophw C. Mulligon 031672 va oA ?t INV. IN)= 663.14 INV. WT)= 663.04 L A71fj,Tt t� ��� f881eNAl Eho \104�y <��� FUTURE DEVELOPMENT o ZNS AREA SCALE 1' _ ?0' yZ� 4 20 F.T 41 DOGHOUSE MANHOLE EX. - 660.61 660.8 INV. IN)= 1 4 MATCHUNE SHEET 6 m n ICID N D Z D fn m m II m 42 -8. 2 0o s 02 Z 0 CO 42 ZO CC �v2) w� ° C/, 0j W ? LOU W 2R W 4. W 07 °f ZwZ O (U n REVMYONS Nw. 20, 2014 COU v COmm9M9 10190.12, 2D14 CouNy Commtwlts BATE Aug. 15, 2014 BCAtE t2DNrout 94TetvAL 2 Feet N r g U Z g¢ 0 S m J � H D 0 FlLE NUMBER SHEET C 5o"J \ EX - - - / - �: \« 1GRADING NOTES: OA B SPECIFICATIONS, THE ROAD R ST N A OG ME LATEST EDITION 0 HER 06 RIDGE 68IDGE STAN a �� \ Ffi ---- — — -- — — — — — — — — _, _ — _ _ — _ — _. _ — x - _ —_ Iw (3)1 G•V• �1)B- G•V' - '� 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 SMALL BE REMOVED FROM THE (Q p Q U *`W — — — - I— — — — — EX. 12«X12 TEE - (3)12• G.V. - - EX. 12 wA — .- - - - - ,aV' /w� - L VALLEY D EX. 12 «X12 «X12"X8 «- CRO$S< ,-- - \ - - - - - - ^r E %ISlln I �N ��` - (ST -14•) I ENTIRE ROAD RIGHT OF NAY XIOTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER. c 3. ALL GROWTH OF TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS ( SHALL BE REMOVED. - 4, ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE 2 ZmU Q2Q �N �6aa6pp J ti Z' a Q� -,UR I ■ - 57' EXI$TIIVG PUBLIC R -pW. / Stop Sig � 8�N t) �' P��P CONSTRUCTION OF THE SUBGRADE. S. CRIVENAYS TO LOTS WILL NOT BE STEEPER THAN TWENTY (20) PERCENT UNLESS CERTIFIED BY AN ENGINEER � S� — — — — — - — -- — — — — — —' —. — — — — — — — — -- — — I3. Rk52� — OO THAT THE DRIVEWAY AT THE PROPOSED STEEPNESS WOULD BE SAFE AND CONVENIENT FOR VEHICLES (INCLUDBdG 2 0 v (ST-24) 1571 G _ \. — — \ -- (ST�16J / �F x EMERGENCY VEHICLES) TO USE THE DRIVEWAY, AND SHALL INCLUDE GRADING TRANSITIONS AT THE STREET THAT THE AGENT DETERMINES HILL ALLOW PASSENGER VEHICLES TO AVOID SCRAPING THE VEHICLE BOGY ON ��yy ee�� THE DRIVEWAY OR THE STREET. ADDITIONALLY, THE DRIVEWAY GRADING SHALL PROVIDE AN AREA IN FRONT OF (EX.J g -Z AZ O QN DWFI Z / TIE PROPOSED GARAGE. OR AN AREA PROPOSED FOR VEHICLE PARCING WFERE NO GAMGE IS PROPOSED. THAT IS STEEPER THAN EIGHT (B) PERCENT. V F W Q Q 12 +18.77 678 I / NOT LESS THAN EIGHTEEN (16) FEET IN LENGTH THAT WILL BE GRADED NO AN AREA AT LEAST TEN (10) FEET IN WIDTH, OR TO THE LOT LIPS IF IT IS LESS THAN TEN (10) FEET. FROM THE PORTION OF THE STRUCTURE FACING THE STREET. HAS GRADES NO STEEPER THAN TEN 00) PERCENT O ' (n r2 ¢J ���QQQyyy Q� a %Q s 6 ADJACENT TO POSSIBLE ENTRANCES TO DWELLINGS THAT WILL NOT BE SERVED BY A STAIRWAY. THIS GRADED AREA CENT SHALL EXTEND FROM THE ENTRANCES TO THE DRIVEWAYS OR WALKWAYS CONNECTING THE DWELLING O Z UI U _ TO THE STREET. _ 0� ��I� 120 3 5 6 , \\ \1 1— y�U. -LL - - -- -- 'w {� W �¢ QOD _ 2 �y -tt — 0 aw �pl A 2 A T WAY j,+3 70 PR 7 00 R \M N 6j 6 �, xq > 2 11 00 ,: :. 9 W 0- O a \I q d +89.96 -- \ p pL � ' i ) P - — — -- - -- — — — - - — - -- - -- REVISIONS I�I ^ti 67. - -- Nov. 20, 2014 county comments n .: -' 672. _ O Dec. 12, 2014 County Comments 4' PRIVATE AAL HP Q �72= � ° _ I67 _ —_ -- 1160 \\ \\ ry �m — - -- �� FUTURE COURT MONTWAY N IS: \ 670 11 672 PROP. DOGHOUSE N. — — w/ DROPSTACK CONNECTION Aug. 15, 2014 41 — — _ _ 01 67O - - -- 01 66\ 12 oo — 668 v t� °* °p ° 0 0Q 00 RpWCgTe 4L RpSS \ \ �. Sr T Rfe 664 _ -6� \ 6 68\ 62 _666 \ \ \ — o — + \ \ EXIST. SAN. M.H. TOP = 671.03 ppyy INV. IN)= 665.41 /TrFVff� 665.31 N ? INV.�OUT)= 10-41 Y 0 OWR \0 0 o \ \ Q Z 5 - / _ /> —�� M.H. Ir Q - - - -- -- — — / _ \ \ EXIST. SAN. TOP 671.03 _ 'iNV. ) 663 -3- Q — — — — — — — — — — — —MSG — — — — - - -- / \ \ k0 s \ \ \ -- - - -666 INV. OUT} 63iI4 ( — --- - - - _ O (I� — — - sx -- - -- - -- p.$`FP - -- 654-- - - - - --� LQ -__ \1 - - -- -'O -- - - - -- 654 - - - -- - - -- / \ cl — — \ — 65G---------- - 666 - / \ \ \ \ \ \ \ 0 6'T.TB or / / / 668, \ Dp�NO�USE M WHOLE \ Christopher C. Mulligo�n < EX. 6661 \ — -� #D— _ _ — _ — — — _ __ — _ -_ — _ — — — ` \\ \� \ yIV/ \ \ \ \ \ \ 4� \ \ \ \ \ \ QI CP '66 \ N 66 .81 \ I oA 031612 ESS /ONAI C 61 flLE NUMBER NOTE: AN ASTERISK SYMBOL ( *) DENOTES ELEMENTS THAT HAVE BEEN PROPOSED UNDER THE OLD TRAIL VILLAGE BLOCK 15 PLANS. = 20 \ SCALE 1' SHEEr ULTIMATE GEOMETRY OF -36_ --6 l l l l / \ \ / \ \ — — -- — — — _ _ — oaf 11 - Christopher C Mulligan — LU y1 N ryryp of 0316No 2 � I fS,IONAL ENO`? pl -- - -- - - - - - - - 7 — Y -- — — - — — — - - - — — - -= - -- -- — GLEN VALLEY DRIVE - SY EXISTING PUBLIC R -OW- __ _ (sT- 4) ` / - - -- - ` - - -- -. 4 � ¢D O [�a�! ° �W ¢& 7C Z OU SO VV� g ,2 �? (EX3) Q (EX 2 aQi can �¢ rW 2 a '.III \ cc X In�� '�' "� �`...g� � •� 6j � � �',W�oLL 11/i ��+ -- -- 2 DA 0.3d� -- DA =0.29 — - -- �W �� o ����a o O 'at,� �I lul \ rn =x.55 _ c:_ 6� 6 1 1 LLI 2 Q °, WZ wug 1x r�r t� - I � \ \ \ 6 4' 11 00 O 111 ,. d .I��, r I 4 A J• 9 W 1 \ - -- - -_ -- � \ Itll Q o 674 3f REVISIONS Nov. 20. 2014 \ 1 o a III -- - - -- _— -. County Comments Dec. 12. 2014 0 _ \ — - — _ _ County Comments \ O Nit - -_ �u �� -- �.. -- -- FUT DEVELO E T \ — — — — — -- AREA \ \ 6, 4 , 670 E 612 -7 nug. 15.2o1a �6 66� 12 00 668 A I 668 1 h _ �66q, 660 \ \ 66 8 664 / d � - - � - 666_ _ 01 Y v / ��/ \\ - -- 662 - -- - �— - -- _ �- - 0 w 4y/ � N�URE PUBLIC R -0- 1 Q cc O J LU 5 W 656 �� 0 0 -666 -652 - -- BMP (BILK 14 SWM PLAN) - -- - / / / l /\ 6�v \�� \ %v �v � �v v \ ESMT. FOR MODIFIED _ T \ 0 6A ° 6' , / � FlL.E NUMBER � — — \ \_ v _ __ SHEET II/ I ULTIMATE GEOMETRY OF3� � 63� l ll — — V v� _ ` — — _ — — -- — _ — -- 70f 11 - , SAG SAG ELE M7.46 KT�.6 t COURT MONT WAY SAO ELEVS7171 K�.B6 CLAREMONT LANE PORTION OF PRIVATE ALLEY 'A' 6B5 fi9G 685 $o H m g $S °m m$ '�°°�° 690 (AS PROPOSED UNDER THE OTV BLOCK 15 PLANS) FUTURE CONSTRU OAD TION �= g m > $N 2_ n ¢ �m 6 aty 1 ;1 M .8, N- w 690 EX -t) PHASE 1 PHASE 2 690 wW = < >> J >> Q J Q 2 01n no Q yw yw ,- wn 685 �� KS n6 685 T3 w z !1'114 OP 6 D I@ [ 1 4 Z O 1180 r a r >ti W 680 'a P F pr a ; g p4 �o 02 C Q� C'7¢ it a o 3� s � � � � 685 � w I O 685 " C� 0 ¢W Q S O do N 75 75. 40 VC O- Z F j Z fi80 o iQ n J J 680 F ZU �g tttyyy z �. o , .' Christopher C. Mulligan U. No. 2 0 V 4 2 2 675 D„ O U C 11P _ W N 3:7 J 875 O�Cn F e° °^ w CRESTS A "37.54 w ny W Cm I U $ m oA 031672 ?� CSS1pNA� Q� J Q Qy Urn z -Oh U o INS TNJN� 1.5T% (7 wV '= CRESTE 2 674.83 "au i ��• °x I yg ¢° �„ EN4 w Q UQ FBI 20 yoo'R w8•g',� t00. 680 r 680 ON 670 w� mM w♦ z °� uw - / 675ux 670 ��_ N`tii 675 � �1R j yo 2D O� �- 675 m - zw U 675 ollC�l � b.- — / LL AT 951: < 6I0 / ` \ 670 "^� 'L \ rOU 0) xx O)� ¢ 6 665 COMPACTION > ,-. 885 _ _ `> I PROP. WA ETER w OLL \ \ \ FOR USAGE IN BLOCK 12 w W 2 U. - U y i FILL AT 95% 670 _ z S2 670 ;LplE 1' = 5' VERTICAL &� O F 4 ZO 15" HOPE .'o` "' 665 _ COMPACTION n 665 wv 1w+�y 660 _ 72 a Tpp- 7 .90 I \ SA v N� a a $ F 15' HOPE 15' HOPE 3r GRA 75.28 12' CLEAR xs Q �3 rz a rz o� 665 INV. INY. 665.0 66 .49 36' MIN. 665 Z o �0 �G *� 2 COVER n 2 O O W 655 _ W rc _ 655 z p U°$ �'y9T 12' CLEAR W w r¢T d PRNATE AL bn U,°,I uoum O� ,o '�l� „ 40 12' EA PROFILE OFFSET -25' Nn�,m " `a w$� 660 d 5' - HOPE. ® 660 — -- PROFILE OFFSET 26 1�u : " =50' 655 Horizontel S Veltlral Scale: i =50' 1' =5' N r� r + z? 655 Horizontal Sce e: 1' =50' 73, 24' HOPE REVISIONS 650 PROFILE CL z II w =12.71"12, : 650 m m COURT MONT WAY vertical Scale i' =5' F �� OJ Oo \ SCALE 1" = 50' HORIZONTAL Nov. 20, 2014 m �I PROFILE OFFSET -25 CLAREM LANE' \ County CpmmeMB N r m � o PROFILE OFFSET 25 655 _ 5 65 11 m - m " "n > PROFILE CL ° o lo Dec. 12, 2014 9 +00 9 +50 10 +00 10 +50 1+00 11 +50 12 +00 12 +50 ssD ? m > County Comments 6501 650 24- PRIVATE R/W 6 +50 7 +00 7 +50 8 +00 8 +50 9 +00 9 +50 10 +00 ROAD CLASS /F /CAT /ON SCNL'DULC w w LS w w Ll R/W SURFACE R/'N w BOP 1.5' .A %.5A R TTRB DESIGN VPD PAVEMENT PAVEMENT THICKNESS FUNCTIONAL 9 +50 10 +00 10 +50 11 +00 11 +50 12 +00 12 +50 13 +00 13 +50 ✓:7 — I /4' : Y /a' : —� }'.1 ROAD NAME STATION SPEED (ULTIMATE) WIDTH (A) SM -9.5 BM -25.0 218 CLASSIFICATION NOTE: ALL MANHOLES WITH A DEPTH OF tMZ! 12' OR GREATER SHALL HAVE SAFETY SLABS IN ACCORDANCE BASE PRIVATE ALLEY 'A' 10 +63 - 12 +19 25 mph 120 16' 1 -1/2" 2 -1/2' 6" LOCAL WITH VDOT STANDARDS (SMH -1). 2s' BM -2s b A1B) COURT MONT WAY 6 +90 - 10 +00 25 m h 280 16' 1 -t 2" 2 -1/2° 6" LOCAL 1' v 2' 8• _ _ 8• 2• 1• 1• UTILITY NOTES: SANITARY SEWER PROFILE H TO F _ FACE OF CURB FACES NOTE: 1.) ALL INLETS DEEPER THAN 4' REWIRE ST -1 STEPS. 690 F G H 690 TYPICAL SECTION COURT MONT WAY & PRIVATE ALLEY 'N AN ASTERISK SYMBOL ( ") DENOTES ELEMENTS 2.) ALL INLETS DEEPER THAN 8' REWIRE SL -1 SLABS. THAT HAVE BEEN PROPOSED UNDER THE OLD TRAIL VILLAGE BLOCK 15 PLANS. 3.) ALL INLETS SHOWN HAVE IS -1 INLET SHAPING. PROPOSED DOGHOUSE MANHOLE Q N.T.S (VDOT 2008 ROAD &BRIDGE STANDARDS) o C, DESIGN SPEED = 25 MPH 685 0 'G 685 IT IT r ^o o SANITARY SEWER PROFILE EX OTV -4 TO EX OTV -5 690 10-4 F tOS 690 680 171 �' 1^ 680 4' 3000 PSI CONCRETE PROPOSED Horizonte Scale: 1 " =50' v' DOGHOUSE MANHOLE Vertical le: 1 - =5' EXISTING GRADE W J co STONEOBASE 685 C, a 685 FINISHED GRADE 675 675 T LL Z TYPICAL SIDEWALK SECTION °� + Y 0/ O_ ? N.T.B. o O ,.y o O 1' FACE OF CURB 680 IA N f0 580 670 ' MI COVER . 1 670 LL s m W FACE OF - 2 16' EX. 8' P S/L O 0. 2x 13' D.I. W/L I U 15' HOPE \ J R -1b, R_Qa 6- 12 BPARATI 12" A } 1 OF ...:..R -le ^: 7' ': �. Y / 665 C 665 ..'. ` '..' .. .. . 675 675 B' 4' SOP D (� 2 lazy t.F Pvc D, (TYPICAL 0 ad (L aNawi a� Au` wr a art. eormx o- rcRIN anotxs ame .xu mlmcc m*1ax a O!e aAT raia sarc a 15' HOPE Q7 J ae -eAq rxoxoANU -. sls x•wr wx-eAQ wmcFp A u4xu, o1PTK a � xAwta Is x.wTA,co. 670 � 670 660 _ 24' E 680 Q O I• 2' 6- 2' EX. 8' PVC 128.76 Li. OF e- P APPRO (MATE O SA O 0.427. O 0. % (TO M.H. E) LOCATI OF N ROLLTOP CURB CG-6 CURB EX. 8' PVC 136.1 LF OF EX. 6' — — — = J (PR BL . UNDER THE 15 ROAD EX 12' (TO D.I. W BE ARAN ONEO) m N.T.B. N.T.H. SAL O 3.45% — — O 0.521L —_ _ — — 106.25 LF e• @ DUTY PLANS) V 665 _ .52% 665 655 n 655 5' TRANSITION 5' i 195.16 OF 8' PVC o) O 1.B1S CONNECTS TO w - EDGE OF PWT./ GUTTER PAN f \\ PROP. B" PVC m 6 .-. m 650 660 �^ < PR OSED PHASE I i lo`+ 660 650 ROLLTOp CURB CG -6 CURB FACE OF CURB N m SE AN OTV BLOCK 1 II m m N N 'O m m Horizonte Scale: 1'=50' A FILE NUMBER r N ROD k UTILITY LANS r N h > II N > II Vera al : 1' =5' FACE OF 01 -3 O BACK OF O z (( FO BPHASI40NG8D _ LS o z Z z 645 ? w z z EXISTI FINISH GRADE D GRADE ? 645 8063 CURB BACK OF CURB 655 2 - - - ' - 655 _ - CURB m % m i3 F, 3 ROLLTOP TO CG-6 TRANSITIONS ts O +DO 0 +50 1 +00 1 +50 2 +00 2 +50 3 +00 0+00 0+50 1 +00 1 +50 2 +00 2 +50 3 +00 3 +50 4 +00 4 +50 5 +00 SHEET Boill rl- STORM SEWER PROFILE #11 - #5(fEMP. OUTFALL) 685 11 9 7 680 00 ES Z F- F- 675. 670 665 660 655 650 645 640 635 630 625 DI -3B DI -3A DI -3B R1RM5R0u,W T"ncw METHOD OF TREATMENT IN DROP INLETS EXISTING G E L =4' L =2.5' L=8' m 0 J + OE WN°LE ND NET NM S N w;C01°/wcE TIIM \ FINISHED E 1H6 ORA11E1c 4 T IPPLT Tv TrgSE si11LCtURES SpECFIFD 1.6 M T OE PPE 4 MOYE w'& T OE T T %0K To aa- TW1lEi T a sOT9 CrIM4Aa E YwMIIpLE Oa plaP — M To K FO M° C0 n—TW / �a[NX14YeES STIw iAIOMLE S,TT EO ao as Si — OM *ML 0T' TCDT e POUR CQKiCI[�TC CONfdO1ON4GT TOT OR a�irssp �y NEmr T^"uiwo`ca4aTor sronO01°aE.�iliE011rnYEle°EaT. eTNRM OOMCKTC alt eR01� c..mTE RLCf. m slMK2 N F 1 0 E 6Wll t1E WT SIIOOTa OY wE OE a 0 ,TtaaELENO. IIO!( a< M cOMSE /poaEGTE Y1M1 11ETIMl C>mO5E0. n¢ .. MT-1 Of wVET1T 5lWw0 4 — IE - ME fat ERNFEE _- 0 �, o carsTCUUiIaw My noP u Ts- SECTION B -B o PLAN METHOD OF TREATMENT IN MANHOLES \VOOT n g s n F- m aow Ms Omx sTMDwlOS —El 10F I ,�,,,�„ a�R a 0 — I rn rf✓aA ...T a TRMISPMT- � H rc • =s' W H o a 15' HOPE U- O 1 PM2 OUTLET IROTECTION 143..J6 u- Or ° \ 1.3 c.y. o CI.I Rip-Rap Jz lF w/ Undedy = Fabri c Cl. I Rip -Rap ° Z gat Sae Min St. Dewi Sp lions w/ Underl S ip Fitter Fabric De th=16' lcaf Data I Speaficabons \ ®See O 15" HDPE o O � n a 1 o it II b I r 11 I E O p ? Z > z > > z z > z - evi TING am \ WENT N — — EXISTING E m / FINISHED E n u n ZZ2 u z Horizontal Sce : 1'=50' zz » > ??z - rti Vecal Scale: I n� iim u x 0 +00 0 +50 1 +00 1+50 2 +00 2 +50 3 +00 3+50 T rw�nEO m,w..o a � e aouxo "` aT '1 ,•rte �E. 4--r //LL��EEppNTI�� cum 6 CxTRtAEDNE STANDARD 8" CURB bas UTILITY NOTES: 1.) ALL INLETS DEEPER THAN 4' REQUIRE ST -1 STEPS. 2.) ALL INLETS DEEPER THAN B' REQUIRE SL -1 SLABS. 3.) ALL INLETS SHOWN HAVE IS -1 INLET SHAPING. 680 (VDOT 2006 ROAD & BRIDGE STANDARDS) 675 NOTE: ALL MANHOLES WITH A DEPTH OF 12' OR GREATER SHALL HAVE SAFETY SLABS IN ACCORDANCE WITH VDOT STANDARDS (SMH -1). 670 665 660 655 650 STORM SEWER PROFILE EX #1 TO TEMP OUTFALL .r DI -2A 645 690A L =2.2' 41 690 0 0 o 640 685 rn 635 680 630 675 625 670 665 660 655 650 645 640 635 630 Z WitEl PIPE \"AWYA SECTION A -A R1RM5R0u,W T"ncw METHOD OF TREATMENT IN DROP INLETS EXISTING G E m 0 + OE WN°LE ND NET NM S N w;C01°/wcE TIIM \ FINISHED E 1H6 ORA11E1c 4 T IPPLT Tv TrgSE si11LCtURES SpECFIFD 1.6 M T OE PPE 4 MOYE w'& T OE T T %0K To aa- TW1lEi T sOT9 CrIM4Aa E YwMIIpLE Oa plaP — M To K FO M° C0 n—TW / �a[NX14YeES STIw iAIOMLE S,TT EO ao as Si — OM *ML 0T' TCDT e POUR CQKiCI[�TC CONfdO1ON4GT TOT OR a�irssp �y NEmr T^"uiwo`ca4aTor sronO01°aE.�iliE011rnYEle°EaT. eTNRM OOMCKTC alt eR01� c..mTE RLCf. m slMK2 z 6Wll t1E WT SIIOOTa OY wE OE a 0 ,TtaaELENO. IIO!( a< M cOMSE /poaEGTE Y1M1 11ETIMl C>mO5E0. .. MT-1 Of wVET1T 5lWw0 4 — IE - ME fat ERNFEE _- POI►OSES OILY. E1CI1 IIIIwOIE dl °10P Mat 4 TO K fWCO TOrv° y TO r4ST TIT M PMTCEEM KET M° O T carsTCUUiIaw My noP u Ts- SECTION B -B PLAN METHOD OF TREATMENT IN MANHOLES \VOOT STANDARD METHOD OF SHAPING �rtacwcE aow Ms Omx sTMDwlOS —El 10F I ,�,,,�„ a�R MANHOLE & INLET INVERTS 0 — I rn rf✓aA ...T a TRMISPMT- s DI -2A 645 690A L =2.2' 41 690 0 0 o 640 685 rn 635 680 630 675 625 670 665 660 655 650 645 640 635 630 Z m n � EXISTING G E m 0 + + FINISHED E 7 O HQ z > Honzontal S : 1' =50' 0 rn s Vertical Scale: • =s' 15' HOPE s2 PM2 143..J6 u- Or OUTLET PROTECTION \ C 2 �; 4.4 c.y. Cl. I Rip -Rap w/ Underl S ip Fitter Fabric De th=16' Data I Speaficabons ®See O 15" HDPE \ al evi IT I^ b e b E m \ ^= ZO n u n ZZ2 u z zz » > ??z - > z - 1 1 1 1 00"No e BASIN yr e�1rTOEae3s. 665 680 675 670 665 660 655 650 645 640 635 630 x' x1 _ x 2g , � x 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 +00 �o24�A1,T6 Op % n, 2 Christopher C. Mulligan Lic. Na. 0 031672 �� A7SSI ONAI EH4 SCALE 1" = 5' VERTICAL 5 ,5 0 scut x rEEr SCALE 1' = 50' HORIZONTAL w n o sruE w FEET le Iw NOTE: AN ASTERISK SYMBOL ( *) DENOTES ELEMENTS THAT HAVE BEEN PROPOSED UNDER THE OLD TRAIL VILLAGE BLOCK 15 PLANS. 11 �I �W = z O1D � O z on SS az z ul Cc Q, 0 20 cc > 0I> O Z!� WO p o> ,y� W tit o, LU LU �1 2 a y 2 O ILI a REIIISR)NS Nov. 20, 2014 County Comments Dec. 12, 2014 County Comment OV1TE Aug. 15, 2014 vJ W J N � Y 0 i o a s J m � Q� mJW 0 L Q O L- Q FlL.E NUMBER 805.9 SHEET 9of11 VARIES I VARIES 3• I ROAD g CLOSED 3' L C-30 (49•X36•) 6'POST� R11 -2 (49•X30') BARRICADE DETAIL NO SCALE THE "ROAD CLOSED" BARRICADES SHALL BE TYPE 3 BARRICADES, WITH ALTERNATING CHEVRON FLUORESCENT ORANGE & WHITE STRIPES, PLACED IN ACCORDANCE WITH THE 2011 VWAPM. EXISTING PAVEMENT I PROPOSED PAVEMENT _ REMOVE EXISTING SARCUT THROUGH SURFACE COURSE 12' EATSDNG SURFACE COURSE L _ PROPOSED SURFACE COURSE } INTERMEDIATE ASPHAL BENglEO PAYEMEN BASE A�PHAL JOINT W/ASPH. • .' ,�. TACK COAT AG(N. BASE q e a Yo° P NOTE' PROP05ED PAVEMENT MUST -TIE IN NM EXISTING PAVEMENT PA DEMENT JOINT DETAIL BA 1 � LL f K T TITAN III L I_N s 0 IN, IN MN 5 BE6 E T ETND AL FPBER NO. 6E ITOI - CDIN1, qx E D r (-HALL BE tILL PIP L YE IT' 11 1 OR D C R E B E THE E BE EC FND C ED. AND E EE- ED O BEDC e 3 VIHER_ B ., . S ENC -JUNT -RED PIE _i,1L- BE NETALLED cN A UI-1.M 6. BEDCINQ OE NC 6E 5TQ.11 TYPICAL SEWER PIPE INSTALLATION IN TRENCH TD _e I 111 _NN inE Nx.tT 11T 5EWCR (GA;, FLECrlRi , TELER NONE., 1161E ­,\ ec TI THE R.,HT cE Al UTILITY LOCATIONS & EASEMENT WIDTHS 1. NO PROJECTION OF PIPE ABOVE GROUND LINE h -T ax vOTxxn sn%cE F EN Y E Exrgw¢ 4,lrr i � NORMAL EARTH FOUNDATION u.%.ax1 ROCK FOUNDATION FOUDATNIN SOFT, DING. OR OTIERIYISE V6ll TI9_E MATEIIAL PIPE PROJECTION ABOVE GROUND LINE .iwT IIIIC g y� T;.- � NORMAL EARTH FOUNDATION �w ROCK FOUNDATION T. YIELDING. OR OTHERWISE U9JlTABLE MATERIAL ®° Mp NOTES, ® z rN is u F moo ff 2, r""'t. a I&VIA =;P mu..el®v ni >eT e`r'm •[. a..urs ® rrw.oE.r INSTALLATION OF PIPE CULVERTS AND STORMY SEWERS CIRCULAR PPE BEDDING AND BACMIEL - METHOD "A' I' CMR59b1 % 3 %• YALE PWE wnnc a ELK 0 FaR ITff ON Al sINE%e . „. DUAL IE90FNML SFAN¢a tll d15 iML AxIO WgfwROw MOxo rAE.%rzo D111WS Q DUAL SERVICE 1' LIW#f54M1 . Ale YALE PWE LUPgIG M AFYROWA FILIAL I' 174E X i0R Uff L OETAIHm SQT Q]P14R 9Mq£ EAYLr RE9:Ol11K YE_S i0_i wµ0W0E_D. 110N SINGLE SERVICE C IaDW t) SNXXE 91A1L ff USED M M M. r matl LR MWWD lRAOE x100 ffWES N% FOwIL FA xM0. D H lm -I-w SOM a4 ( ((1I1 ) /2•, x•) Ip - M1XD D ta E N AE9sL 0 TN axK lO E R N Iw i ) � - MEAS R ARON E. K 111 Ir M ) A q ,OD A caNm4naN srro ( +', , 17x• r) a mNc rao ';sPnr YIWLIFA xa x -ISOOo fqW M0. F -EW, OW Af9R0[fD ELK TYPICAL WATERLINE SERVICE INSTALLATION NTS FIG. W -6 ADDED FEB. 16, 2OD5 TD -19 GENERAL .- WO­ WALL K LMW FO N TN ALL lFll .1 7 aN°a � m °FZ ff.w7 5a_q�. 1. CIRCULAR PIPER E DF n nm L[ w r[A rx -T a o m�F- -F RPF! _IN TM rsiEflEplry 1 0.1n 5 angL s5E %awT 30 sx" Sw wEw -t o�L T TA N NTLL ATA . A e ¢ iIN3! u snaa.aq LIPT11cT1 PIP I S -R..E a.c E. ♦. x ° ExE N TIRE s %rr 1 a 1. aa. A III "ae°Liss ou re ENrxwa vus wt x x cw 1[ss wu PIPE ARCHON a. wTrN[ I� ooaKN oMII q4 x as on CNRN Cm S e� a- a E � 5 Q n_ r3 W - L--,-- �° UP E `¢ 51 4 I I n �( TYPICAL MANHOLE FRAME & COVER N.T.S EM SI -D �O2.ENI,TH OF i Chris C. Mulligan U0. 7 031872 A•P F4SIONAt EM4 TD -25 w SEWER SERVICE LATERAL CONNECTION NOTES i I. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE ANTI NO INVERT FIENATION iqR NNE SERVICE LATERAL IS FINISHED NgCAlEO , 174E MY (OiAOMD DTVO zONlf [RTHµiMN�E ���� LITERAL PIPE SNAIL BE LEIS TOP ELEVATION OF THE TIE LOWEST WE CONNECTED TO 111E fCRONNI MANHOLE. 1 2- IN 3000 PSI CONIC. BASE 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAN SHALL BE CONNECTED USING A PIPE SADDLE AS MANUFACTURED BENCH SLOPED TO FLOW ITt - ffILDi.DR AN APPROVED EQUAL CHANNEL 1/4' : V MIN 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2W (1/4-PER FOOT ) SALT 4 4. ALL SEWER LATERALS SHALL HAVE A MNMUM TREATED / DIAMETER BE 4 ". 2 r MARKER 5. ALL SEWER LATERALS S HAVE A O11 1� 12" BRANCH MINIMUM COVER OF 3 FEET. .4 / PLUG END OF 2 LINE SECTION SERVICE LATERAL 45'0'0' Q FLEXIBLE CONNECTION NOTE: NTH STAINLESS STEEL ALL CONNECTIONS TO BAND EXISTING MANHOLES SHALL BE CORED AND A FLEXIBLE CONNECTION ' BOOT NSTALLED 8 IN LINE WYE -TEE PLAN e TYPICAL MANHOLE PLAN VARIES SHOWING BRANCH TIE - IN SEWER SERVICE NTS LATERAL CONNECTION FIG. S -1 -B FIG. S -2 N.T.S. TD -2 TD -6 INSTALLATION OF PIPE CULVERTS AND STORM SEWERS - GENERAL µ0aqT . wK C­1 HALE PLANV C�j PEDESTR,W A EESS ROUTE DETAL [xrstmc w "wrosc0 ZTF r 6 Ar ry y s. IN ==1111 55 RE x0AwE0, EMFaO w I_ er R[OESrq."s. SECTION F -E naunr,a.E cwa corscw,aan. rcx�x[ yyggieJ SECTION E N�L I .eF.'•.s .F ..ls � .rsq.s [s.,smxcY - - -- - .. re SECTION C -L ' e %.uwuu ¢orcASE aw suc�ow uww �o srtExv.LS SECiiON O -0 STANDARD ENTRANCE GUTTER FOR USE WITH UNPAVED SPACE BETWEEN CURB & SIDEWALK PROCEDURES FOR INSTALLING LATERALS TO THE EX. SANITARY SEWER MAIN IN SERVICE WHEN IT IS NECESSARY TO TAP THE MAIN SEWER LINE AND INSTALL A 4" OR 6" INCH SEWER CONNECTION, THE FOLLOWING GUIDELINE SHALL BE ADHERED TO 1. 774E WORK SHALL BE DONE BY AN APPROVED UTILITIES CONTRACTOR SPECIALIZING & PERMITTED FOR THE INSTALLATION OF PUBLIC WATER AND SEWER LINES. UPON REQUEST, THE COUNTY WILL FURNISH A UST OF KNOWN UTILITIES CONTRACTORS ACCEPTABLE TO THE COUNTY TO PERFORM SUCH WORK. 2. IF A WATER LINE IS TO BE CROSSED, THE TAP MUST BE MADE ON MONDAY - THURSDAY. 3. THE CONTRACTOR SHALL NOTIFY THE UTILITIES DEPARTMENT'S CHIEF INSPECTOR 48 HOURS PRIOR TO BEGINNING CONSTRUCTION. 4. WHEN TAPPING THE SEWER LINE, A MECHANICAL HOLE CUTTER AND AN APPROVED SADDLE MUST BE USED THE TAP MUST BE MADE SO THAT THE SERVICE LATERAL CONNECTION WILL ENTER THE MAIN LINE ON A SLOPE NO GREATER THAN 45 DEGREES. NO CONNECTION SHALL BE CUT INTO THE TOP OF A SEWER LINE. 5. WHEN TAPPING INTO A MANHOLE, BRING THE LATERAL CONNECTION IN ABOVE THE SHELF, BUT NO HIGHER THAN TWO FEET ABOVE THE LOWEST INVERT. A CHANNEL OR TROUGH TO CARRY THE FLOW FROM THE CONNECTION MUST BE BUILT INSIDE THE MANHOLE. 6. THE SEWER LATERAL CONNECTION IS TO BE CONSTRUCTED ONLY TO THE PROPERTY LINE AND /OR THE EDGE OF THE EASEMENT IN WHICH THE MAIN SEWER LINE LIES, OR AS DIRECTED BY THE INSPECTOR. Z THE CONTRACTOR IS RESPONSIBLE FOR DAMAGES TO ANY EXISTING UTILITIES AND SHALL HAVE IN HIS POSSESSION AND /OR FURNISH EVIDENCE UPON REQUEST OF HAVING SUFFICIENT INSURANCE TO COVER ANY DAMAGES THAT MAY OCCUR. 8. WORK IN THE STATE RIGHT OF WAY.., A THE VDOT MUST GRANT PERMISSION TO INSTALL A SEWER LATERAL WITHIN THEIR RIGHT OF WAY. THE UTILITIES CONTRACTOR IS RESPONSIBLE FOR MAKING APPLICATION TO VIRGINIA DEPARTMENT OF TRANSPORTATION FOR PERMISSION TO INSTALL A SERVICE LATERAL CONNECTION WITHIN THEIR RIGHT OF WAY AND FOR PROVIDING THE CHIEF INSPECTOR A COPY OF THE PERMIT BEFORE COMMENCING WORK. B. USE THE NECESSARY SIGNS AND BARRICADES TO DIVERT TRAFFIC. C. ONE -WAY TRAFFIC MUST BE MAINTAINED AT ALL TIMES D. THE TRENCH MUST BE a4CKFILL£D WITH 21A STONE, AND COMPACTED AS REQUIRED. E. PAVEMENT SHOULD BE REPLACED WITHIN 24 HOURS. ALL PAVING IS TO BE DONE IN ACCORDANCE WITH STATE HIGHWAY DEPARTMENT SPECIFICATIONS. F. ON STREETS SUBJECT TO SCHOOL BUS TRAFFIC, WORK SHOULD BE DONE ONLY BETWEEN 9:00 A.M. AND 3 :00 P.M. PRIOR TO CONNECTING PRIVATE SEWER CONNECTIONS FROM A HOME OR BUSINESS TO THE SERVICE CONNECTION, A SEWER CONNECTION FEE MUST BE PAID AND ALL THE ABOVE REQUIREMENTS MUST BE MET. IN ADDITION, THE BUILDING INSPECTORS OFFICE MUST BE NODflfO FOR FINAL INSPECTION. GENERAL WATER & SEWER CONDITIONS F-I D6, 2013 1. WORK SHALL BE SUBJECT TO INSPECTION BY AIBEMARLE COUNTY SERVICE AUINO%TY (ASCA) INSFFCTORS THE CONTRACTOR MALL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE NERK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORN ARE NOT NECESSARILY SHORN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXMATELY CORRECT. THE CONTRACTOR SHALL ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS ACCESSARY. 3 ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDIRON OF THE GENERAL WATER AND SEWER CONSTRUCTION SPEORCATTONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATION& GEODETIC SURVEY. 5 THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING 'MSS UTNTY- (1- 800 - 552- 7001). 6. ALL WATER AND SEWER PIPES SHALL HAYS A MINIMUM Or 3 FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE C04 NE OF PIPE. THIS WCUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES 9 VALVES ON DEADEND UNES SHALL BE ROWED TO PROW ADEWATE RESTRAINT FOR THE VALVE OURNG FUTURE EXTENSION OF THE LINE 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. IO THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY NTH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS, EFFECTIVE JANUARY 04, 2014(SENATC BILL 3874, WHICH MODIFIES THE SAFE DRINKING WATER ACT). I I Al GENERAL NOTES isr. a Cl C ° M ..A.. noro.AS"Zl'Q U y�n[o"�rx Kee E "wS --- - - - -{- 5r� FN, L or i �[a�'�r - � �JTn a.WS � �Rior"`e " 14. / �1K rTana a rK wsfa%a [[ I /l i�r0 wlOr nl w�irrM[ M w Nww a rsrrx uroL AJ uian[ "°"°'^ a' �pa�IlN rtes arwaKO. PLAN VIEW a °1iaN'laa`v °ar,ri'o �.a o°c a .•rzn ENTRANCE NOTES Iwa aww ■ - -- o Wac awF[ -_ - -- U 0.�i,o�rTi�„�5N1,%rilx =6= via s sr,rw[ w sour ■Fmwrwcr au¢ ovwasp w� wtsE. SECTION A A ALLOWABLE ENTRANCE GRADE CHANCES xm 50.w SECTION C -C .I caali � w = g °C5 :o a Q' 52 ° QC 111 5-; 2 oo g g a2 �z W 01 -A 2 0 CC Q_ CC occ 02vo 0� 5 WC ga E--W LL Z W W QQO v Q rnW 2 Z W %a a REVISIONS Nov. 20, 2014 County Comments Dec. 12, 2014 County Comments D111TE Awp. 15x 2014 J_ Q N W T Y Dd i 0 is m Z Z J CC 0 QdS� F P: W _j O CC v/ Z O FlLE NUMBER BHE:ET 10 Fi 11 h -T ax vOTxxn sn%cE F �1F" +°xT Y Emw,vw aowr E Ia � E Exrgw¢ 4,lrr i � 9 a 4 ITER [m.wsnvl .iwT AAwEnr � HALE PLANV C�j PEDESTR,W A EESS ROUTE DETAL [xrstmc w "wrosc0 ZTF r 6 Ar ry y s. IN ==1111 55 RE x0AwE0, EMFaO w I_ er R[OESrq."s. SECTION F -E naunr,a.E cwa corscw,aan. rcx�x[ yyggieJ SECTION E N�L I .eF.'•.s .F ..ls � .rsq.s [s.,smxcY - - -- - .. re SECTION C -L ' e %.uwuu ¢orcASE aw suc�ow uww �o srtExv.LS SECiiON O -0 STANDARD ENTRANCE GUTTER FOR USE WITH UNPAVED SPACE BETWEEN CURB & SIDEWALK PROCEDURES FOR INSTALLING LATERALS TO THE EX. SANITARY SEWER MAIN IN SERVICE WHEN IT IS NECESSARY TO TAP THE MAIN SEWER LINE AND INSTALL A 4" OR 6" INCH SEWER CONNECTION, THE FOLLOWING GUIDELINE SHALL BE ADHERED TO 1. 774E WORK SHALL BE DONE BY AN APPROVED UTILITIES CONTRACTOR SPECIALIZING & PERMITTED FOR THE INSTALLATION OF PUBLIC WATER AND SEWER LINES. UPON REQUEST, THE COUNTY WILL FURNISH A UST OF KNOWN UTILITIES CONTRACTORS ACCEPTABLE TO THE COUNTY TO PERFORM SUCH WORK. 2. IF A WATER LINE IS TO BE CROSSED, THE TAP MUST BE MADE ON MONDAY - THURSDAY. 3. THE CONTRACTOR SHALL NOTIFY THE UTILITIES DEPARTMENT'S CHIEF INSPECTOR 48 HOURS PRIOR TO BEGINNING CONSTRUCTION. 4. WHEN TAPPING THE SEWER LINE, A MECHANICAL HOLE CUTTER AND AN APPROVED SADDLE MUST BE USED THE TAP MUST BE MADE SO THAT THE SERVICE LATERAL CONNECTION WILL ENTER THE MAIN LINE ON A SLOPE NO GREATER THAN 45 DEGREES. NO CONNECTION SHALL BE CUT INTO THE TOP OF A SEWER LINE. 5. WHEN TAPPING INTO A MANHOLE, BRING THE LATERAL CONNECTION IN ABOVE THE SHELF, BUT NO HIGHER THAN TWO FEET ABOVE THE LOWEST INVERT. A CHANNEL OR TROUGH TO CARRY THE FLOW FROM THE CONNECTION MUST BE BUILT INSIDE THE MANHOLE. 6. THE SEWER LATERAL CONNECTION IS TO BE CONSTRUCTED ONLY TO THE PROPERTY LINE AND /OR THE EDGE OF THE EASEMENT IN WHICH THE MAIN SEWER LINE LIES, OR AS DIRECTED BY THE INSPECTOR. Z THE CONTRACTOR IS RESPONSIBLE FOR DAMAGES TO ANY EXISTING UTILITIES AND SHALL HAVE IN HIS POSSESSION AND /OR FURNISH EVIDENCE UPON REQUEST OF HAVING SUFFICIENT INSURANCE TO COVER ANY DAMAGES THAT MAY OCCUR. 8. WORK IN THE STATE RIGHT OF WAY.., A THE VDOT MUST GRANT PERMISSION TO INSTALL A SEWER LATERAL WITHIN THEIR RIGHT OF WAY. THE UTILITIES CONTRACTOR IS RESPONSIBLE FOR MAKING APPLICATION TO VIRGINIA DEPARTMENT OF TRANSPORTATION FOR PERMISSION TO INSTALL A SERVICE LATERAL CONNECTION WITHIN THEIR RIGHT OF WAY AND FOR PROVIDING THE CHIEF INSPECTOR A COPY OF THE PERMIT BEFORE COMMENCING WORK. B. USE THE NECESSARY SIGNS AND BARRICADES TO DIVERT TRAFFIC. C. ONE -WAY TRAFFIC MUST BE MAINTAINED AT ALL TIMES D. THE TRENCH MUST BE a4CKFILL£D WITH 21A STONE, AND COMPACTED AS REQUIRED. E. PAVEMENT SHOULD BE REPLACED WITHIN 24 HOURS. ALL PAVING IS TO BE DONE IN ACCORDANCE WITH STATE HIGHWAY DEPARTMENT SPECIFICATIONS. F. ON STREETS SUBJECT TO SCHOOL BUS TRAFFIC, WORK SHOULD BE DONE ONLY BETWEEN 9:00 A.M. AND 3 :00 P.M. PRIOR TO CONNECTING PRIVATE SEWER CONNECTIONS FROM A HOME OR BUSINESS TO THE SERVICE CONNECTION, A SEWER CONNECTION FEE MUST BE PAID AND ALL THE ABOVE REQUIREMENTS MUST BE MET. IN ADDITION, THE BUILDING INSPECTORS OFFICE MUST BE NODflfO FOR FINAL INSPECTION. GENERAL WATER & SEWER CONDITIONS F-I D6, 2013 1. WORK SHALL BE SUBJECT TO INSPECTION BY AIBEMARLE COUNTY SERVICE AUINO%TY (ASCA) INSFFCTORS THE CONTRACTOR MALL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE NERK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORN ARE NOT NECESSARILY SHORN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXMATELY CORRECT. THE CONTRACTOR SHALL ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS ACCESSARY. 3 ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDIRON OF THE GENERAL WATER AND SEWER CONSTRUCTION SPEORCATTONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATION& GEODETIC SURVEY. 5 THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING 'MSS UTNTY- (1- 800 - 552- 7001). 6. ALL WATER AND SEWER PIPES SHALL HAYS A MINIMUM Or 3 FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE C04 NE OF PIPE. THIS WCUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES 9 VALVES ON DEADEND UNES SHALL BE ROWED TO PROW ADEWATE RESTRAINT FOR THE VALVE OURNG FUTURE EXTENSION OF THE LINE 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. IO THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY NTH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS, EFFECTIVE JANUARY 04, 2014(SENATC BILL 3874, WHICH MODIFIES THE SAFE DRINKING WATER ACT). I I Al GENERAL NOTES isr. a Cl C ° M ..A.. noro.AS"Zl'Q U y�n[o"�rx Kee E "wS --- - - - -{- 5r� FN, L or i �[a�'�r - � �JTn a.WS � �Rior"`e " 14. / �1K rTana a rK wsfa%a [[ I /l i�r0 wlOr nl w�irrM[ M w Nww a rsrrx uroL AJ uian[ "°"°'^ a' �pa�IlN rtes arwaKO. PLAN VIEW a °1iaN'laa`v °ar,ri'o �.a o°c a .•rzn ENTRANCE NOTES Iwa aww ■ - -- o Wac awF[ -_ - -- U 0.�i,o�rTi�„�5N1,%rilx =6= via s sr,rw[ w sour ■Fmwrwcr au¢ ovwasp w� wtsE. SECTION A A ALLOWABLE ENTRANCE GRADE CHANCES xm 50.w SECTION C -C .I caali � w = g °C5 :o a Q' 52 ° QC 111 5-; 2 oo g g a2 �z W 01 -A 2 0 CC Q_ CC occ 02vo 0� 5 WC ga E--W LL Z W W QQO v Q rnW 2 Z W %a a REVISIONS Nov. 20, 2014 County Comments Dec. 12, 2014 County Comments D111TE Awp. 15x 2014 J_ Q N W T Y Dd i 0 is m Z Z J CC 0 QdS� F P: W _j O CC v/ Z O FlLE NUMBER BHE:ET 10 Fi 11 NOTE: AN ASTERISK SYMBOL (') DENOTES ELEMENTS THAT HAVE BEEN PROPOSED UNDER THE OLD TRAIL VILLAGE BLOCK 15 PLANS. LANDSCAPING NOTES: SYMBOL DENOTES EXISTING TREES SYMBOL DENOTES PROPOSED TREES SHREI MULCP --I DECIDUOUS TREE PLANTING DETAIL GALVANIZED GUY MARE \'2 "X2" HARDWO OD $TAKES 1 \120' / II \ ►III � I dddr� III ' y E 5� DSMCAPING III I / II I II ' Ib Li11 III 0 III d /yam. I +ilz Ilj J'�� I►I �13^ IBII �ry Id OD as di • f I I I ° J I ° EX. B' PLANTING STRIP EX. CURB & TER PE BLOCK V L EX. 5' OCK 1 PLANS) (PER BLOCK 11 PLANS) R - — VAR. YID I UTILITY ESMT. FP 20' UTILITY 1 EASEMENT 24' ACCESS ESMT. 20' PRIVATE I DRAINAGE ESMT. I1 +34 74 F +89.96 t I FUTURE ROM /d DEVELOPMENT. Id AREA ldl /d y/ 7 STREET TREE REQUIREMENTS, NOTES & DETAILS STREET TREE CALCULATIONS - GLEN VALLEY DRIVE (EXISTING PER BLOCK 11 PLANS) 370 LIEAR FEET OF ROAD FRONTAGE O 1 TREE / 40 AFAR FEET - 9.25 STREET TREES REQUIRED 7 EXISTING STREET TREES LE Block 11 Plons) 3 STREET TREES PROPOSED (A TOTAL OF 10 STREET TREES PROVIDED) STREET TREE CALCULATIONS - CLAREMONT LANE 150 LINEAR FEET OF ROAD FRONTAGE O 1 ME / 40 LIEAR FEET - 398 STREET TREES REQUIRED 5 STREET TREES PROVIDED PLANT LIST QUANTITY SYMBOL BOTANICAL NAME COMMON NAME HEIGHT CALIPER I ® PLANTING SPACING SPECS. 10 YR. CANOPY EX. PROP. W FROM 3A LL 3ALL 3 5 FP FRWNUS PENNSYLVANICA GREEN ASH 2.5" MIN. 12' AS B & B' 604 2 0 PA PLATANUS X ACERIFOLIA LONDON PLANETREE 2.5" MIN. 12' B & B' 368 2 0 OP OUERCUS PHELLOS I WILLOW OAK 2.5" MIN. 12' B & B' 370 0 3 AR ACER RUBRUM & CVS. OCT. GLORY, RED SUNSET 2.Y MIN. 10' SHOKN 1 B & B' 397 PRO SITE AREA PHASE 1 OF BLOCK 12 - 0.84 ACRES 20% SITE TREE CANOPY REQUIRED – BLOCK 12 CANOPY = 7,318 S.F. SITE CANOPY PROVIDED (10 YR PROJECTED) EXISTING BLOCK 12 TREE CANOPY= (3.604) +(2.368) +(3•J70) - 3,658 S.F. PROPOSED BLOCK 12 TREE CANOPY= (5'604) +(3.397) = 4,211 S.F. TOTAL TREE CANOPY PROVIDED = A658 S.F. + 4,211 Sr. = 7,869 SF. 20' PRIVATE DRAINAGE ESMT. 2 1 3 N VALLEY D IVE SXlsting — — - — / Stop Sig T EXISTING PU -O -W � O /� FP \ 41I�n 1111"E ff"mI limp ►/ A �cC�1 H�� N� FUTURE DEVELOPMENT AREA SHRUB PLANTING DETAIL VAR. WIDTH PRIVATE DRAINAGE ESMT. P . l• w U _ 41 .111MA vv 1 0 - O 20' UTILITY EASEMENT HARDWOOD - I CH H - )EPTH) ------- -- _� — STREET TREE NOTES & DETAILS NOTES & MINIMUM STANDARDS • TREES SHOKN HEREON KERE SELECTED FROM ALBEMARLE COUNTYS RECOMMENDED PLANT LIST. SUBSTITUTIONS MUST BE APPROVED BY THE ALBEMARLE COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT. • TIMING OF INSTALLATION. ALL LANDSCAPING SHALL BE INSTALLED BY THE FIRST PLANTING SEASON FOLOIWNG THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY WTHIN THE DEVELOPMENT, OR PHASE THEREOF. • ALL TREES TO BE PLANTED SHALL MEET THE SPEOFICABONS OF THE AMERICAN ASSOCIATION OF NURSERYMEN. PLANTING SHALL BE DONE IN ACCORDANCE KITH EITHER THE STANDARDIZED LANDSCAPE SPECIFICATIONS JOINTLY ADOPTED BY THE VIRGINIA NURSERYMEN, ASSOCIATION, THE VIRGINIA SOCIETY OF LANDSCAPE DESIGNERS OR THE VIRGINIA CHAPTER OF THE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS, OR THE ROAD AND BRIDGE SPECIFICA77ONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION. • MAINTAINING AND REPLACING STREET TREES: ALL STREET TREES SHALL BE MAINTAINED IN A HEALTHY CONDITION BY THE HOMEOKNER'S ASSOCIATION AND REPLACED WHEN NECESSARY. REPLACEMENT MATERIAL SHALL COMPLY WTH THE APPROVED PLAN. • MAINTENANCE OF ALL TREES SHALL BE THE RESPONSIBILITY OF THE HOMEOWNER'S ASSOCIA7I0N. • ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT MATURE HEIGHT. THE TOPPING OF TREES IS PROIIS17ED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT • TREES SHALL BE 25" MINIMUM CALIPER MEASURED 6" ABOVE GROUND LEVEL WHEN PLANTED. ao2'�NETN Op i Christopher C. Mulligon Lic. No. u 031672 fSS ,Oe,.' E+6 SCALE 1" = 20' x m o 20 n 9rJLE p FFFt 20' UTILITY EASEMENT J �cc`m ~8 wLU �V] z Oz Si 7 g Oh C' C' o 5 ?o 1 �W � 2 Ou su. 5 0-;z �_ 0-;z 0 J 0T rz 0) ¢ � IL w cc ON LU LU 0 4 'ml l z 11 vl w% `a REVISIONS Nov. 20, 2014 County Comments Dec.12,2014 County Commerhs Auy. 1s, zola etas i N ? Y d i U o O 'R m Z � J Q F!Qr /� Qg� w W 0 Z FlL.E NUMSER SHEET 11 O} 71 l J FP �" 20' PRIVATE DRAINAGE ESMT. W FROM 3A LL 3ALL RTH BERM IOUND BED HARDWOOD - I CH H - )EPTH) ------- -- _� — STREET TREE NOTES & DETAILS NOTES & MINIMUM STANDARDS • TREES SHOKN HEREON KERE SELECTED FROM ALBEMARLE COUNTYS RECOMMENDED PLANT LIST. SUBSTITUTIONS MUST BE APPROVED BY THE ALBEMARLE COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT. • TIMING OF INSTALLATION. ALL LANDSCAPING SHALL BE INSTALLED BY THE FIRST PLANTING SEASON FOLOIWNG THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY WTHIN THE DEVELOPMENT, OR PHASE THEREOF. • ALL TREES TO BE PLANTED SHALL MEET THE SPEOFICABONS OF THE AMERICAN ASSOCIATION OF NURSERYMEN. PLANTING SHALL BE DONE IN ACCORDANCE KITH EITHER THE STANDARDIZED LANDSCAPE SPECIFICATIONS JOINTLY ADOPTED BY THE VIRGINIA NURSERYMEN, ASSOCIATION, THE VIRGINIA SOCIETY OF LANDSCAPE DESIGNERS OR THE VIRGINIA CHAPTER OF THE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS, OR THE ROAD AND BRIDGE SPECIFICA77ONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION. • MAINTAINING AND REPLACING STREET TREES: ALL STREET TREES SHALL BE MAINTAINED IN A HEALTHY CONDITION BY THE HOMEOKNER'S ASSOCIATION AND REPLACED WHEN NECESSARY. REPLACEMENT MATERIAL SHALL COMPLY WTH THE APPROVED PLAN. • MAINTENANCE OF ALL TREES SHALL BE THE RESPONSIBILITY OF THE HOMEOWNER'S ASSOCIA7I0N. • ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT MATURE HEIGHT. THE TOPPING OF TREES IS PROIIS17ED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT • TREES SHALL BE 25" MINIMUM CALIPER MEASURED 6" ABOVE GROUND LEVEL WHEN PLANTED. ao2'�NETN Op i Christopher C. Mulligon Lic. No. u 031672 fSS ,Oe,.' E+6 SCALE 1" = 20' x m o 20 n 9rJLE p FFFt 20' UTILITY EASEMENT J �cc`m ~8 wLU �V] z Oz Si 7 g Oh C' C' o 5 ?o 1 �W � 2 Ou su. 5 0-;z �_ 0-;z 0 J 0T rz 0) ¢ � IL w cc ON LU LU 0 4 'ml l z 11 vl w% `a REVISIONS Nov. 20, 2014 County Comments Dec.12,2014 County Commerhs Auy. 1s, zola etas i N ? Y d i U o O 'R m Z � J Q F!Qr /� Qg� w W 0 Z FlL.E NUMSER SHEET 11 O} 71