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HomeMy WebLinkAboutARB201400146 Plan - Submittal (First)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 Ct.1P-9.GNTO LOT 3 IN BLCC,k IZ Pt ASe I PLfANS-* aPOST LIGHT ON PHOTOELECTRIC CELL LOT 14 - PETRILLO FRONT ELEVATION_ OTVI-I.12 LOTS 13 -15 A FLUP -RENT Ly LOT Z IN $LoCV- IZ PHASE I P09N; POST LIGHT ON PHOTOELECTRIC CELL LOT 13 - GAMBLE GURRGNi 0 LOT I IN tii ocv- IZ, PHASE I t UINS �1 4 PLAN IREVISION U 00 Z rn W o _ > Lo a tY W r IX w U, 10 ❑ "I = o � � U � ¢ Z o © O N (,J W 0 n LU J (0 Q� v 1 m cn J CV 1 Z Q J L W Q) �9 Q� � U Z (� d PAGE OF 3 CIV(2`� amp r REVISIONS DATE BY I-I E I- U � Ww } ly 12 a LU 12D 12 d) 0 6 �a� U r12 U 4 4 a 12 8 10 L L C l U 9 E z m lz � O } J Q 12 Q A Lu 2 _ - LU O -- -- c0 Q z' wgg o _ ffli— = z Ld 4 ix -LD Iff 0--- ILE a oo a a a ........ 10 Ltd COVE BRICK ON/-r WITH OUTSIDE COURrrARD. 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I I I I IJJ, I _1 I I I \ I I I WA7E I 1111 I� I I I m� IIII III J I I - 4 :- _ \ S I I ICD / ,1, I 11 Cl� Lu „ - __ - -_ d III I n / 1 TIS o u '� d I ----- - - - - -- ---------------- F--: L UPSTAIRS IIII 1/ IIII I ` i I } W F- 111 0 I , '1' _� J-- - - -J —� 111 I I I I I I I I I I I I N I I I I I I O � I 1 W T Q I 1 11 ' W= LEn` ___ "_________ ______________ M r W U \ O' Q) cn a p FIRST FLOOR SECOND FLOOR - PAGE FLOOR PLAN OPTION I 13 OF 14 END UNIT - LOT 33 PORCH_- LOT 34 BRICK - LOT 35 BRI SRI RE BRI RE SIDIN K. GREY SIDING GREY SIDINCs: GREY SH ERS OORS:BLK. /CsRN, SHUTT S ORS:BLK. /GRN. SHUTT S/ ORS:BLK. /GRN, INGLES: B CK SHI GLES: GF S GLES: BL K LOTS 33 -35 THE VILLAGE HOMES AT OLD TRAIL CUPP-e-NTLY L01-5 i-3 IN B�ucV- li Prrps E ! Pl ►9N N � 6 11 �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 !Y to Q 0 0 4 d) w O � w ' � m Q N z� 0 d} � w 4 0 a o L F, SITE DATA WHITE HALL MAGISTERIAL DISTRICT OWNER / DEVELOPER: MARCH MOUNTAIN PROPERTIES LLC CONTACT DAVE BROCKMAN WATERSHED: 1005 HEATHERCROT CIRCE& SUITE 100 OLD TRAIL VILLAGE TOPOGRAPHY. CROZET VA, 229 ,32 CELL: (702)- 985 -9088 PLAN PREPARER: ROUDABUSH, GALE, A ASSOCIATES daleeddtrP M71oge.cam CRITICAL SLOPES: 914 MONTICELLO ROAD FLOOOPLAIN: CHARLOTTESVILLE, VA. 22902 DEPARTMENT OF FIRE RESCUE (434)- 977 -0205 TAX MAP PARCEL No: A PORTION OF 05YO- 01- 00 -000AI ZONING' NEIGHBORHOOD MODEL DISTRICT IN ACCORDANCE WTH PROFFERS EROSION CONTROL: 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 5X REAR 5' 0' 5' AREA SUMMARIES LOTS 0.60 Ac. OPEN SPACE 0.00 Ac. PU9UC 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 JOBZS Sq. Feet LOT 3 3887.6 Sq. LOT 4 3994.2 Sq. et .'.t LOT 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, IMPERVIOUS AREA: A PORTION OF PRIVATE ALLEY 'A' d: PHASE I OF CLAREMONT LANE) PROPOSED 8,839 S.F. (INCLUDES YARDS FOR PROPOSED LOTS 1 -7) TURF AREA: PARKING REQUIRED: 2 SPACES FOR EVERY 9NOE FAMILY ATTACIIED DMfllINC = 2 x 7 = 14 SPACES /'SPACES SPACE. ONE TDT REQUIRED = I6 Sp;44) UNITS SHALL BE PRONGED= 0.25 x 7 = 1.75 SPACES PARKING PROVIDED. 14 SURFACE SPACES + 14 GARAGE SPACES = 28 SPACES PROVIDED MAGISTERIAL DISTRICT.. WHITE HALL MAGISTERIAL DISTRICT DRAINAGE DISTRICT. LICKING HOLE CREEK WATERSHED: LICKINGHOLE CREEK TOPOGRAPHY. LOUISA AERIAL SURVEYS, AUG UST 2012 DATUM VERTICAL - NAVD 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: FE13RIUARY 4, 2005. EROSION CONTROL: PHASE I k 9 ER09ON CONTROL PROVIDED BY THE EXISTING SEDIMENT BASIN CONSTRUCTED WITH BLOCK it AND EXPANDED WITH BLOC( 14. LANDSCAPING: SEE LANDSCAPING PLAN FOR PLANTINGS, SCHEDULE AND SPECIFICATIONS, NOTES AND DETAILS. STIORAHWATER: ORIGINAL SWIM BID- RETENTION POND, BLOCK 14, WO 2012 -0013. THE SWIM BIO- REIEN71ON POND WAS MODIFIED WITH THE WPO 2013 -00021 PLANS. NPO 2013 -00021 PROVIDES 46,286 S.F. OF STORMWATER CONTROL FOR FUTURE DEVELOPMENT MOTE, THE INFO 2013 -00021 REFERENCE TO SO,OJJ SF. OF IMPERVIOUS AREA IS INACCURATE. LIGHTING 1. ALL PROPOSED UGHTING MILL NOT EXCEED 3,000 LUMENS. 2. SPILLOVER LIGHTING ONTO PUBLIC ROADS AND RMDENDAL PROPERTY SHALL NOT EXCEED ONE -HALF FOOT CANDLE. J. ALL OUTDOOR UGHTING SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJO'NING 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 ALBEMARLE COUNTY 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�v�ons fop RDOd r Q <. 5 ��o Q WE Z Q o Rte 250 Z O 10 VICINITY MAP SCALE: V= FEET GENERAL CONSTRUCTION NOTES I. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT -OF -WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM ME VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOTI IS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY ISCREPANOES OCCUR THE REQNREMENT OF THE PERMIT SHALL GOVERN. VOOT MUST BE CONTACTED AT LEAST 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. CBR'e SHALL BE SUBMITTED TO YDOT FOR REVIEW & APPROVAL 3. EROSION AND SILTATION CONTROL MEASURES MALL BE PROVIDED N ACCORDANCE WITH 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 FERTILIZED, SEEDED, AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 LORIZONTAL' VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6, PAVED, RP -RAP OR STABUZATON MAT LINED DITCH 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 OTHERWISE NOTED, ALL CONCRETE PIPES SHALL BE REINFORCED CONCRETE PIPE -CLASS R. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY NTH OSHA STANDARDS FOR CONSTRUCTION INDUSTRY (29 CFR PART 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 TD THE COUNTY IF A SUBGRADE SOIL CB OF 10 OR GREATER IS NOT OBTAINABLE, A AEVISED 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 TO SEVEN (71 FEET. 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VOOT CG -91A, B, 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 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 OEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. to. 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. VGOT 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. SHEET INDEX 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 +�NytB op M7Q Christopher C. Mulligan U.. No. 0 031672 i� fSsloN ToG APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNING / ZONING ENGINEERING INSPECTIONS ARCHITECTUAL REVIEW BOARD DEPARTMENT OF FIRE RESCUE MBEMA FILE COUNTY SERVICE AUTHORRY VA. DEPARTMENT OF TRANSPORTATION 0 aQ� O RW 2 OUSLL Z O 0� S� W -12 F 10 0 2U v W Ua aZ W�Q O> U W 2Lr pH W aw Z Q(0 a OW ®i REVISIONS Nov. 20.2014 County CommerM Dec. 12, 2014 County CDmmHlnte DATE Aug. 15, 2014 N T s Y U W 0 W m V) fr W r O U J 0 FILE NUMBER 6053 SHEET 1 Of 11 I I I LOTS 12 - 15 u -- Cw 2 OU �I _ NI 9 +96.83 I GLENN VALLEY DRIII _ - - - - � _ _ _ _ -L`1, VALLE - D-RIVE � EX. CURB & GUTTER CCAA,' Q 5T EXlS ➢NC PUBLIC R -OcW Existing Sto Sin � _ 56EN\NP /stop 9 g2�9D pNE '1 t2' OFFSET- R1 ¢y s Z U cd Ol .,l¢ O � - - - - - - - A Q2 el 7r7 IIII CC ON W 2¢ O� 111 III IIII I I 1 II 2 3 4 5 6` O W K 91 W' I I I co a � - LU �SEM W Z REV1810N8 III �IJ'4I g o I I d 1 N I I I 11 +00 CL AREMONT LANE CONSTRUCTION TI ROAD & UTILITY PLANS Nov. 20, 2014 '�i County Comments Dec. 12, 20,4 County Cominer,is ro n 2 SUB 20,4- 00080) 24 - PP1 y'q jE AL.L Y. - /Wu U — ._ Aug. 1 ,•_20' rrr iU r L 4U 12 . FUTURE ,2 °° 1c: PHASES J Z/1 G� N Y Z Z U 9L FU rURE ROWCRO !g- 44w SSS — Q yy TMP 55E-1-Al �- FlL.E NUMBER �/ MARCH MOUNTAIN PROPERfpp" ES LC D.B. 4215 pp. 254- 261LAT D.B. 4195 pp. 685 -693 LA Christopher C. Mulligan SHEET 2 of 1, D.B. 3798 pp. 001 -009 LA SC ALE 1' = 20' — N. I f0 0 � IONA, ENS` scrs IN rs] / , I, —682_ —680- 04 II I \ I \ I - TW BB024 FC -iC I I 1 v, }1 I i \ \\ ( f I 1\ \ 7ST0R P-.I6B7B 7 JB 111V(OPI.)3- 0 6/71 1 .85I 1 II ~ i2 j MMVVY.. . (( `MM GRATE-6N.71 6' R. 82 P �y� O� I I II II - II III I SEWER 0' ESA AENMITEANRT 52 23 Y I o I I I I 1 I \ ♦`V I \ e.- _ - fiP.e7]04- tltATE.6]6.] I .- o -_ - - MV Wi)=86 7 Sc \ �� /I TOP(-6781!2 v - \ N�('OU)n 76 16 dill I I I I \ - - - -MV. d11)- 666.,x \ �Z17 EX - _cv. (,)e Gv. 6TR- n.m�— a / J MANggCH M-A1 - - - - - EX,7w/E EK TT.tx xi2-%B"OR �,ZJL3 DB' 491' 1�5 6 7R EIRST. IT G¢ - V. N)=669.39 - I 41 5 54_2 7 /pES1LC 12 Pla,c t B.o. — -. (3),2- c.v. E. 6 PLAx srnP IX cuRe a_anEN -V LGN V/'1F.LG T �R'VE E.elln v 669.07 �z pgT a - o-- Pl -wA: �_ \ \ D.B. 37 6 PP 001 -09 ((PpLATirJJ g 96.63 GLENN VALLEY DR. TOP.673.02 a 5 SIDEWX III (.11 S) : SY EM6PN0 PUBIIC R -O -W p1AtE.872A8 (PER etoac 11 PuNfi) N1,7B OF P` \ \ I,/ - / - _ v s T607FP.is ey. ) - -� -- -- �+V. W)=66]9 y) nn INV. M) 667.x, INV. OJT)�N7.07 SCR Christopher C. Mulligan \ 1II III \ _ _ 0 Lk N9 R, I -� MV \I \ 20 YUf- INV n E8r03P,6]2 NOS��� \ DR/JNAGE y�SSfT.� \ (HATCHED PORTON TO BE VACATED) \ \ II NOTE: \ t". ,THE PORTION OF CLAREMONT LANE j "— - - sheSHOWN ON THIS SHEET IS PROPOSED ,y \ AS 'PHASE 1' IN THE OLD TRAIL VILLAGE BLOCK 15 ROAD PLANS (SUB 2014-00080). \/, /I �a-`I�1 \ \ �\ \ (T2- CAL) —672 - (rmlcu) \ \ < \ \ ,' /I \ _ 111 i� .o• �. w�1` ,� \ \ \ `670 \ � •� V 1 I 1 v666 \ �� V/ / \ S<ap sy�� iS eFr� - _ ^— LAY` 14 =' + 61' EK111111 G_P' C DNC -WA\ 1E.670.71 , I _UB I_ R -W _ "`.PyE 1A ' / SiR -J RElOCAIID STR-4) n 1 � 1490 -- -� - Ex E iIP.67756 EXISTING M. M }866.68 EASEMENT_ O.B. 1445 PP. 6 (HABE VD PORTION �\ TO BE VACATED) \ I„oG \ I - _ \ 'y �EANEYONLLfwE C' �6J6 41y+ coNSTaucnoN \ /D'twsE 1 OF BLOCK �/ ROAD 6IaL PLANS Z \ III � SUB 2014-00000) r 674. 673 SEWER EASEMENT 2 h C J 8T91N6EE — — _ .}- ASDEENT� — DRAINAGE EASIAENI "TINO ]1� El '� 5ESP -IB( -1861 a �' �„ \ \ -\ Er - _.rCRED PORTON § := \ \ 8 YAC- \ BE VACATED) i >: �G6 m \ \ TEMPORARY p T6 RE R i \ VATH 16' E %. 20' TH ESYT. IV'y ' �j1 �Z \ SEE PLAT BY APRIL OEFlQ / ' ,MpE y, NNELI M I \ 66 DATED APRLL 42013 7EYPDRARY RECEIN L NG TOP E 87103 , VATN 15 PEEP EC -2 EXIST. . SAN. Y.H. ��8w WV(OUn 88531 /7KY6' SOIL DIVIDE (TYP 662-.. ICAL) E%. 12• D.I. W _- \ (TO BE ABANDONED) C Ir cS1` (EX 1x".12- TEE Tx) BE AB E705T, SAN. Y.H. ro BE A AHBeNEDl, � — � 9T0P�wyBne.T�t4 _ (TO BE REMOVED) EXI O dLERSaN dTCHAYKE 666' \ ESMT. FOR MWnED BMP (BLK 14 SWIM PLAN) - - - ` \ \SEE�ML eLOac t4 / �668� 6TMtYw .WACEYENT PLAN \ /D \TEp \ARS`zp. zou / _ // / /ii- 6n - - - - -- 5693P \ \�� \ /\ \ \f�+.o� �" C MpP�55Ey1 -A1� I �I _ / sr D.B. 42,5 p � r C /r J II COUNTY of A-aEMARRLE — / D.B. 4195 pP_ PLA i / DD. 39�5-pti. 1 -10 D.B. 3798 p / — I� {BfE6 j)- \ —J k PLA / \ JI 11/11 � / _ \� \ _ - /�I11�" � / � \\ \ \� \y� /\ ,y // �„i• � IIII ULTIMATE GEOMETRY OF 636- X36, /ill l .— _— AIOOIFlED SEDIMENT BASIN \ \ 4` 633 J/ I / — — — — _ / _ lr SEE OLD (RAIL BLOCK 14 J STORDATED MARCHA20, 2013 LAN — I � I ((CURRENTLY UNDER CONSTRUCTION) \ J � \ \ E %. 4' BERM [ - - _ _ // \\ \ / / /// / /1 •�,°�' 1 1 \ \ \ \ \ / - EpST.S6iV18YJN1. TMP 56-17A / SCHOOL BOARD D.B. 405Lp.E346LE COUNTY \ \ /� / / � y\ �" —.s \ \ \gym / .Wow /� // /SCALE 1 • - 30' \ - \ 11;.w / 36 e / / g•, r IN fEET ✓ /,..�/ F SANITMTYY , 1�1 Q p � 3 _X, a Q' 2 0 Z OV a2 ? O TN 5� as (0 I Z 0 zo v W �¢ V 0) r-� cr 4 Z W �+ o W ¢¢ a1 W aw �1 v QN Z REVISIONS Nov. 20, 2014 County Comments DOC. 12, 2014 County Comments Aug. 15, 2014 SCALE CONTOUR AYI9NAL 2 FEET Z O N 0 Z r O U U z O W m � J Z O D O O W 0 r� O "LE NUMBER am L EET f11 I I I LOTS 12 - 15 I " I �o�•c �`' V I i i �� �� ode 1 N q I 4 GV� (L Q Zg I GLENN 9+96.83 I - (P 66'PLANTINGSTRIP EX. E %. 5' SIDEWALK (PER BLOCK 11 PLANS) CURB k GUTTER GLEN VALLEY 5i EXISTING - Existing Stop Sign Existing (Z' OFFSET RI DRIVE - � (sT -14> � ENO��: - PUBLIC R -O -W_ .` /Stop Sig gF BPD 0 y Z OQ l LJ cog Q of , (0 �Z 1 I NOTES: III III == (PER BLOCK 11 PLANS) s -- ��— 57. — — c —� = =— = - ss� = = (ST-1 �� 6) 1. DIMENSIONS ARE TO FACE OF CURB. ARC LENGTHS R SHOWN ARE TO DESIGNATE THE RIGHT -OF -WAY & CL / (� (ST -24) �� �l - - - J I 32' t3 a= q :, � .:i� V U> O °C j DIMENSIONS. 1p i I I0 VAR. WIDTH LANDSCAPING 32 38' 39' — - 9 - _- y �j' WO Ou. 2 p 2. GARAGES ARE LOCATED GREATER THAN 18' FROM tl l BACK OF CURB AND /OR WALK TO CONTRIBUTE IIII / EST" VAR. WIDTH UTILITY ESMT. 2 +i .17 E CG 2.: N - VAR. WID LANDSCAPING % Oj U cc OFF- STREET PARKING. I� I m ESMT. LU OR 3. THE DEVELOPER RESERVES THE RIGHT TO MODIFY IIII I THE BUILDING FOOTPRINTS WITHIN THE BUILDING II ENVELOPE. I IggIII 22' BC_EP 20 UTILITY BC i 1 I I� EASEMENT 1. 00 a I III 14' ACCESS ESMT o °' - r 2 3 4 3 5 L :. 36' E -FC` 6 7 x 6' PLANTING STRIP - Speed Limi o W dW ? U a i (� Q Lu Z O�/ W 4. ALL ROADS SHOWN ON THE PLAN FOR THIS BLOCK IIII Q 3 Sig 5' SIDEWALK W Lim WILL BE PRIVATELY OWNED AND MAINTAINED. THEY 1 ry I W INCLUDE COURT MONT WAY AND A PORTION OF THE III 20' PRIVATE I III DRAINAGE ESMT 11'''' - TIP.. REVISIONS Nov. 20, 2014 �`/ PRIVATE ALLEY. W ` IIII LLEY ANTSCAPING 61• Ow, - I ` IP III �;li Y PR ATE WAY 7 "4) 5. PROVIDE RESIDENTIAL ENTRANCE, I CG -9B, FOR EACH LOT ACCESS LOCATED IN CG -6. ROLLTOP ENTRANCE IIII Q Q�4 APRONS TO BE COORDINATED & APPROVED BY IYN I 0 NT gj 1 +g9 9 CO RT M I %040 C 5 EE SIGN 11 00 County Comments Doc. 12, pplq IIII COUNTY ENGINEER. III I 5' TRaN5I11pI,� i 1 _ 8 L E.MO Rr CLAREMONT LANE 27' 29' MO T <q CONSTRUCTION County Comments 6. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM 1 I 3 - 111 THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. 111 �I I Q- Y�1 RoLTRANSTI 6 (SEE DETAIL ) 22' 23' 24' = o f 27' T NF L (PHASE t OF BLOCK 15 w 3 r ./ ROAD E UTILITY PLANS 1y 7. A MINIMUM BUILDING SEPARATION OF 10 FEET IS II' �'��. REQUIRED BETWEEN LOT 3 AND LOT 4. VN Id I �" = -n R �- -. L =59 Stop Sign: _ L= .105:13 p _ SUB 2014-00080) _ I T 27' �I Ir o IAI$a 75bR A o 1 1- DATE / 'd - — NOTE: 1 � tx St R -1 St S � I AN ASTERISK SYMBOL ( *) DENOTES ELEMENTS �I O I� I 20' PRIVATE S�yrr v —� I' THAT HAVE BEEN PROPOSED UNDER THE OLD I / TRAIL VILLAGE BLOCK 15 PLANS. �I 1 / A FUTURE DRANACE ESMT, 00 H w sp LV ro m W 6' TRANSITION CG- G i i ROLLTDP -CG \ Auy. 15, 2D74 1pI I� W (SEE DETAIL) VAR. WIDTH PRIVATE DEVELOPMENT Nw DRAINAGE ESMT. O 20' UTILITY N �„) I - EASEMENT E�711 AREA /`1 FUTURE - -, DEVELOPMENT 41 AREA 12tOO DRAINAGE ESMT. 70, 0p,0 / BARRICADE (TYR) \ 20 ' PRIVATE DRAINAGE ESMT. BARRICADE (TYP.) p IIII lq l ` 10, 0Q00 PR /VA? ROk,CRO 20' UTILITY EASEMENT w IIII l AS S N / /// rR / .- Y i Z Illl l lGl FUTURE ROWC OS STREE— o S / // 7- 5 20' NA PRIVATE VE ESMT. 20' UTILITY EASEMENT 0 / ESMT. ` FOR MODIFIE BMP (BLK t4 SWM PLAN TMP r Y C� o a2���fTN aF �c z�s FILE NUMBER eo5s / 55E-1-Al MARCH MOUNTAIN PROPER 'ES LC �� D.B. 4215 pp. 254- 261(PLA� D.B. 4195 pp. 685 -693 ch,i,taPna G Mulligan / (PLA D.B. 3798 pp. 001 -009 PLAT � scALE r = zD Lk. N.. o os�a2s ��% t fSS'oxAi f*a• IIAE IN ra, SHEET 4 of 11 / , I o,1P I �m ]IEX. 20' SANITARY II SEWER EASEMENT D.B. 4257 p. 377 �II TOP 678.20 I IZ I INV.�OUT) 66715 hN -- -- -- -- N w \ FH - -- - - / Iw EX �/ ; X __ I 07 w EX. 12 W /L- - - - - EX :- 12•x12"X12"X8 ".CROSS EX. 12% 12 TEE PROP. 12'x8` J (3)12` G.V. L S VALVE .- - - -- - - - - - - - - - - -- 15-L EN VALLEY D IVE y (S_T -;4> stop 'S9a a - - - - - - - - - - - . -- - 57' EXISTING PUBLIC K -O -W PROP. W.M. s = _ _ = PROP. W.M. - = PROP. W.M. i (ST -16) \ (ST -24) - _ rw. TYP. TYP. i w I j VAR. YCOTB / LANOSCAPIN� -_ ESMT. VAR. YADTH/ 2 +1 .77 �VARWD UTILITY ESMT. I LANDSCAPING y ESMT. I V EASEMENTY I O 1 2 3 4 5 I� 24' ACCESS ESMT. ICI Iy 20' PRIVATE I DRAINAGE ESMT VAR. WIDTH W LANDSCAPING III I 0 pR ATE NT WAY 7 7x4) ESMT. - II r 1 +89.96 GO RT M x000 C .M 114-00 N. I 11 - T o - 3 ~ ry r FUTURE DEVELOPMENT AREA n IVATE DRAIN GE ESMT 111�� PROP. 8" PLUG FUTURE �W DEVELOPMENT AREA L - 1/ o / �- _ FUTURE ROWC ° / OSS S T EE � / UTILITY NOTES. . / Q T 20' PRIVATE 1.) ALL INLETS DEEPER THAN 4' REWIRE ST -1 STEPS. DRAINAGE ESMT. 5 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 12/1212014 X20, QS\ep FE9 FROM TO PIPE DESCRIPTION SLOPE IN OUT 42 Ex.1 41 14336L.F of H.P.D.E 24 •Storm Pipe 192% INV(IN)= 6641NV(OUT)= 661.25 OR MODIFIE BMP (BLK 1� w 35 a 3689 L.F. of H P.D.E ,5 6ianl Pipe 054% INV(IN)- 661.45 INV(OUT)= 661.25 12 13 EX. 41 5907 L.F. of H.P.D.E 15' St- Pipe 440% INV(IM= 668.5 INV(OUTp 665.9 35 39 35 73 86 L.F. of H.PO.E 15 SI_ Pips 3.32% INV(IN)= 664 INV(OUTp 661.55 M 41 31 M 88 L.F. of H.P.D.E 24' Stone Pipe 1.70% INV(IN)= 661.15 INV(OUT)= 660.05 / 10 11 9 55.44 L.F. a( H.P.D.E 15 "Stone Pipe 2.89% INV(INr 6651NV(OUTp 663W / 5' 9 1 41.63 L.F. of H.P.D.E 15 "Stain Pipe 2.88% INV(IN)- 662,551NV(OUTF. 561.35 ' FMpe 194 Is Temporary OuDNI plp� NRYOh DfW M IMO the Exbtlnp Sediment Basin (Pipe N34 will be made t. Permrlartt wNh the IrMtell r6m o1 S7A I91 In Phase II o1 the Block 16 Rostl Plans) • PI 4N9 M a Tem O'. PI W -1 2p IMO tM Ea. Sedirrlertt;E) �i4 °� \ \� Y i • WIDTH VAR `10 .. 4 �i`fm .I 12TOO TEE 1 ;" II 12 GATE VALVE 8" GATE VALVE 12•x8" REDUCER - PLUG 1 45' VERTICAL BEND ` N EXTEND 6' Di WA I f TOY W MAIN, A X•SH WN _ r A �i12" 22 1/2' BEND \12" CAP INSTALL & TEST W[L PRIOR TO TIE-IN AFTER STINCXIS12cCQA�P/LLE k COORDINATE 12' 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. 0 (2. OFFSET SAD t� ��L� _ 1 ExsriNG 61EXISTING PUBLIC 12" 45' BEND AT STA. 10 +51.75 EX. SAN. MH TOP= 677.58 - T UTILITY NOTES: INV. 1N)= 666.88 \1 12" 45' BEND 1.) MANHOLE 'A' TO BE CONSTRUCTED OVER EXISTING 8" PVC SA 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 VALL REQUIRE A TEMPORARY F*T COORDINATE TO THE AVAILABLE FIRE FLOW. X 9 COORDINATE VATH ACSA. 4.) ALL WATER MAINS TO BE ABANDONED IN PLACE MUST BE FILLED 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- REQUIRE SL -1 SLABS. I-.c ° - - - - FUTURE COURT MONT ° O wA Y= 20' UTILITY EASEMENT PROP. DOGHOUSE w/ DROPS7ACK CONNECTION H. M 20' UTILITY EASEMENT �i12" 22 1/2' BEND \12" CAP INSTALL & TEST W[L PRIOR TO TIE-IN AFTER STINCXIS12cCQA�P/LLE k COORDINATE 12' 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. 0 (2. OFFSET SAD t� ��L� _ 1 ExsriNG 61EXISTING PUBLIC 12" 45' BEND AT STA. 10 +51.75 EX. SAN. MH TOP= 677.58 - T UTILITY NOTES: INV. 1N)= 666.88 \1 12" 45' BEND 1.) MANHOLE 'A' TO BE CONSTRUCTED OVER EXISTING 8" PVC SA 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 VALL REQUIRE A TEMPORARY F*T COORDINATE TO THE AVAILABLE FIRE FLOW. X 9 COORDINATE VATH ACSA. 4.) ALL WATER MAINS TO BE ABANDONED IN PLACE MUST BE FILLED 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- REQUIRE SL -1 SLABS. I-.c ° - - - - FUTURE COURT MONT ° O wA Y= 20' UTILITY EASEMENT PROP. DOGHOUSE w/ DROPS7ACK CONNECTION H. MATCHUNE SHEET 6 m n IOD N D Z D N Trl m II m ZW H �goz.,� 1 2 0o s d2 lz 0 o� CC �v0) wr ° 0j U. - LOU m W � a i �y 1 6. a �W oW 04 REVISK)M Nov. 20, 2014 COM,ty Comf119911s Dec. 12,2014 CoLmly Comm . DwrE Aug. 15, 2014 DD14rouR er1eIVAL 2 Feet N r g U Z g¢ 0 5 m J � H 0 D 0 FlL.E NUMBER SHEET 50111 INLET SCHEDULE 12117/2014 STR• L STATION DESCRIPTION 7 B 10+65.30 VDOT ST'D D 31 9 2.5 119196 VDOT ST'D DIJA 4 7-30.83 VDOT ST'D DI-38 TOP NOSE H 669.14 TYPE *B' 8.54 670.89 TYPE'S' 8.1 TYPE 11' 7.44 13 35 39 4 9.63.33 VDOT ST'D D3 J8 2.5 11 +81.91 VDOT ST'D DI -3AA 8 11:114 1 11.05 VDOT ST'D DI -388 672.49 TYPE'S' 3.99 669.92 TYPE'S' SA7 673.]8 TYPE S' 9.78 41 2.2 11.84.91 VOOT ST'D DI-2A 669.92 TYPE 111 8.77 1 'ALL INLETS SHALL HAVE IS -1 INLET SHAPING 1 EXIST. SAN. M.H. J TOP = 671.03 /T,p�y INV.IN)671.031 T)4Vtl� INV.�OUT)= 665.31 �1fLA7 72•x12" TEE o � - y 0 o B" GATE VALVE 'y1'e o• //7 /7 • i EXIST. SAN. M.H. """J"' TOP = 671.03 } N?r Christopher C. Mulligon q 03613 INV. IN)= 663.14 INV. WT)= 663.04 hw t4r VII - f3S 10NA� Eho �i FUTURE A �j3 DEVELOPMENT o ZNS AREA SCALE 1' _ ?0' yZ� 4 DOGHOUSE MANHOLE s`" 5 1X I.T EX. - 660.61 INV. IN)= 660.81 MATCHUNE SHEET 6 m n IOD N D Z D N Trl m II m ZW H �goz.,� 1 2 0o s d2 lz 0 o� CC �v0) wr ° 0j U. - LOU m W � a i �y 1 6. a �W oW 04 REVISK)M Nov. 20, 2014 COM,ty Comf119911s Dec. 12,2014 CoLmly Comm . DwrE Aug. 15, 2014 DD14rouR er1eIVAL 2 Feet N r g U Z g¢ 0 5 m J � H 0 D 0 FlL.E NUMBER SHEET 50111 '. _- -- / \ EX - - - -- -- -- -- -- GRADING NOTES 1. THE LATEST EDITION OF THE ROAD 6 BRIDGE SPECIFICATIONS. THE ROAD 6 BRIDGE STANDARDS a \ FH x o OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL GOVERN THE MATERIAL CONSTRUCTION METHODS OF THIS PROJECT. (Q p U — — — — — — — - - _ _ _ _ _ Z —"' '� — — — — — — — — EX. 1Y•X1 • .IEEpyS�, (3)12 G.V. - - _ - _ — _ — — _ — — — — — — — — — — — EX. 1Z W L- - % _ - - - L VALLEY —D — — — — — — • G V _'� (1)6• C.V. r — EX: 12�x12�X12•XB�, -CRGS� - - - - _ . - rr ( EXiStin I �� ��` - (ST- 14) SiCJf( ) AND 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE ENTIRE ROAD RIGHT OF NAY NGINE AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO —I 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 ¢ *`W N Xf NN ma QQ G J I. Z U Q -,U� 57' EKL$TING PUBLIC R -O-W /Stop BEN Q -- - PNEP - CONSTRUCTION OF THE SUBGRACE. 5. DRIVEWAYS TO LOTS MILL NOT BE STEEPER THAN TWENTY (2W PERCENT UNLESS CERTIFIED BY AN ENGINEER QQ� Z OO SHL — — — - - — — — s _.— s — — — —� s — — — I3 `Ako — — O +�Q. THAT THE DRIVEWAY AT THE PROPOSED STEEPNESS WOULD BE SAFE AND CONVENIENT FOR VEHICLES (INCLUDING AT THE STREET Q 4I �? I \ /�T�n4\_ 1 G / (ST,16) �\ _ THAT THE VEHICLES) TO USE THE L DRIVEWAY, AND SHALL INCLUDE GRADING TRANSITIONS THAT TIE ACfM DETERMINES WILL ALLOW PASSENGER VEHICLES TO AVOID SCRAPING THE VEHICLE BODY ON THE DRIVEWAY DR THE STREET. ADDITIONALLY, THE DRIVEWAY GRADING SHALL PROVIDE AN AREA IN FRONT OF ��yy (EX.S J J O ON 2 -- THE PROPOSED GARAGE. DR AN AREA PROPOSED FOR VEHICLE PARKING WHERE Nf GARAGE IS PROPOSED, THAT IS STEEPER THAN EIGHT (B) PERCENT. OQ W 1 - / s` /7 2f 18, 678 I - / / AREA LESS THAN EIGHTEEN (18) FEET IN LENGTH THAT WILL BE GRADED NO 6. AN AA AT LEAST TEN (1D FEET IN WIDTH, OR TO THE LOT LIRE IF IT IS LESS THAN TEN (!D FEET, FROM THE PORTION OF THE STRUCTURE FACING THE STREET. INS GRADES NO STEEPER THAN TEN (f0) PERCENT Q \ 77 % 6 6 ADJACENT TO POSSIBLE DMUiNES TO DWELLINGS THAT WILL NOT BE SERVED BY A STAIRWAY. THIS GRADED AREA ALSO SHALL EXTEND FROM THE ENTRANCES TO THE DRIVEWAYS DR WALKWAYS CONNECTING THE DWELLING S O 20 U TO THE STREET. O� p — \ y) IN o 3 5 66'6, 7 cc X i�h LL?W FU ° N A Lil aw LEY 70 CO RI 676 - 11 00,E O W 'yam wL REVI310NS Nw. 20, 2014 _ 674 3 �qY J - _ I 67 . \ .. County Comments - \_ L50 5.13` - o° - County n CCo runts III 4' PRIYATE\AL HP -672 O Cc -- �� FUTURE ° COURT MONT WAY N - Aug. 15, 2014 \ \ 674 \ r0 - \ 670 672 PROP. DOGHOUSE H. 666'\ w/ DROPSTACK CONNECTION 01 \ \ g7� 12 00 - - - ,_... ! l py Op 668 � \ � "� � 66 HOOM�OUIMlfI9NAt 'L-2 p _ I Feet tF- RefT 664 -664- M 66 /6\ \ 62 \ X66 EXIST. SAN. M.H. ppyy \ TIOP 71 -' /- - r ° - - - -_- V�IN)! OUT)= 665.31 \1 0-t Y ? FU \o ° - ° g s Q �— ° ° – – m �\ /� -� M.H. Ir Q ----- - - - - - - - -- - - - - - -658- - - - - - - - - - - / // '7f' \ / \ _ EXIST. SAN. _ 'INV.(1DL)666314 �1t J - — - - -� - - 656 - - - - - - - - - - - - - - - - - -- / \ \ \ \ � \ \ \ 0 - - 666 -- -- - - - - INV.(OUT} i83fl4� -- (,J –– - s� - - -- ----- fi54---- — — — — / a -- — - - - - -- ski-- — — — — — — or P / / X666\ \ \ aE (P�40US �6E Chri3tapher 6 ---640 -- — — — — — — — - - - - - - - - 11 cn 66 oP � = 6 .681 1 01 � 6c ]3 fltE NUMeeR 8053 NOTE: AN ASTERISK SYMBOL ( *) DENOTES ELEMENTS THAT HAVE BEEN PRO THE OLD TRAIL VILLAGE BLOCK 15SP ANSDER SCALE f' = 20. BNEET I ULTIMATE GEOMETRY OF 63� �l s� / l l/ l MODIFIED SEDIMENT BASIN 6 3 \ \ °A6W,,.rB o► Chri.0 Mulligon' O (p 0. O FI�U fSS0 �}O1N° e� zI z 1, 1p1� 1 1 I GLEN ALLEY 5 VEXlS11NG PUBLIC R O - DRIVE_ — — ( s=r -;' 4- ) _W � = . _ - - � — . _ _ - - (ST-16) z — tI ST -24) Q? I,I I •�j. 6j y W U I� I DA 0.3b \ - - - - - - - - - 11 � SCALEV =20' III ;I a . : � .55 :)A=0.29 6LU W U ° w IIN p•, r �x rte. IIA I 6 O LU REVISIONS Nov. 20, 2014 674 \\ III o v $ V o II 1 Z County Comments DeC. 12,2014 County Comments \ - D 0 - - --- -- FUT E 6, �_` �� C 0' - - -, - - -- aug.,s.2o,a v /r�DEVELO E AREA 7• E \ 670 612 sc z 00 668 y ` � � coNtouR rnelva / 664 --6&4. 660 v ` v v 66 8 6 v 62 66 — 662--- - - - - -- — \ $ O w s 55 Fl`URE PUBLIC R -O- J Q W Z g/\ - - --$ss — — - - - ----------- X56-654— ��/ 6 \ \� \ \ \�\\ \\ \\ a:P -- 666 '_ - -- Q 0� O Q ---------- 6 §2 - -- - - -- -- BMP (BLK 14 SWM PLAN) ESML FOR MODIFIED — —_ A� FlLE NUMBER — — — — — — — — on on 0. / ` ULTIMATE GEOMETRY OF -63� ` �6 l l l /' l / i �6 PORTION OF PRIVATE ALLEY 'N 680 675 670 665 660 665 650 9 +00 9 +50 10 +00 10 +50 11 +00 11 +50 12 +00 12+50 FUTURE I ICAD 5�= 5�N a a ONSTRU TION W� ,1 � a ^ y W N W W^ F F t a^ W a>N K= 40 LLo� �w Y 75. VC _ a U w y z.0 O,ry O <5' C 11 J zz, bw a s TKw�tbT'A 6'T U' i� ~ W > n lu j /ap % -- 6 - / COMPACTION 3 /O 15' HOPE ry r O - W� aF �O �5 rc PRIVATE ALLEY PROFILE OFFSET -25' N ^fro PROFILE OFFSET 25 m> PROFILE CL U7 Horizonral Scab: 1' =50' n w VeNwl s b: 1'=5' TYPICAL SECTION COURT MONT WAY 84 PRIVATE ALLEY 'A' N.T.S DESIGN SPEED = 25 MPH AG6TA8+9TA6 COURT MONT WAY "" SAG ELEV.671.NN Kx.96 Kr4.60 ]LOON[ 690 H 890 685 680 675 670 665 660 655 650 m8 „3 6 +50 7 +DO 7 +50 8 +DO 8 +50 9 +00 9 +50 10 +DO /LOAD CLASSIFICATION SCMEBULB 665 680 6B5 680 675 675 670 670 665 665 660 656 sso 655 650 650 STATION DESIGN SPEED VPD (ULTMATE) PAVEMENT WIDTH (A) PAVEMENT THICKNESS FUNCTIONAL CLASSIFICATION ISM-9.5 BM -25.0 21B Christopher C. Mulligan DOGHOUSE Lk. N. oA 031672 'p t Vertical �W 675 PRIVATE ALLEY 'A' >W 25 mph >W n 1 -1/2- >W 6' LOCAL COURT MONT WAY 6 +90 - 10 +00 Si u'1 280 Giw Ci Y ,ii Si u-1 LOCAL vii w ° I +M II n II o I oe 0^ ^ ^ mz m0 Rm r e tnK tnK Ow °o v 0 ETER II F U F A A N PROP. WA / N N K K N USAGE IN BLOCK 12 w NS 0 .0 a EX, B' PVC CREST S A CREST E E +37.54 674.63 p 8' PVC S/L 5/L O 0.4276 EX. 8' PVC 136.1 K' •2tta 100. 12 CLEAR SAL O 3.457[ / — — — _ — 108.25 LF _ Ez. e' 52X 36' MIN. rf� I \t, 2 C4 COVER 195.16 OF 8' PVC 12' CLEAR DI W O 1.6171 8 MIN. 1 12' 0 A CONNECTS TO FILL AT 95% ' r6 A \ v 40 12' [LEA 1� _ COMPACTION PARATI 3 n )j 15' HDPEs OO 1z V a 15' HOPE )POSED PHA 1 ry 15' HOPE 3 i e: 1' =W' A tO SE SAN. SEWER ON BLOCK i II 1O ZO m 'D N ° N R z ( - F &UTILITY 8201400080) PHASING DE LANS � LS 0 2w z� it z 15' HDPE zz CLAREM LANE' ii I z 24' E o HoHZ . a y Ve111feI 'o m COURT ONT WAY ,ICI PROFILE OFFSET -25 — — PROFILE OFFSET 25' i PROFILE CL TYPICAL SECTION COURT MONT WAY 84 PRIVATE ALLEY 'A' N.T.S DESIGN SPEED = 25 MPH AG6TA8+9TA6 COURT MONT WAY "" SAG ELEV.671.NN Kx.96 Kr4.60 ]LOON[ 690 H 890 685 680 675 670 665 660 655 650 m8 „3 6 +50 7 +DO 7 +50 8 +DO 8 +50 9 +00 9 +50 10 +DO /LOAD CLASSIFICATION SCMEBULB 665 680 6B5 680 675 675 670 670 665 665 660 656 sso 655 650 650 ROAD NAME STATION DESIGN SPEED VPD (ULTMATE) PAVEMENT WIDTH (A) PAVEMENT THICKNESS FUNCTIONAL CLASSIFICATION ISM-9.5 BM -25.0 21B Christopher C. Mulligan DOGHOUSE Lk. N. oA 031672 'p t Vertical �W 675 PRIVATE ALLEY 'A' >W 25 mph >W n 1 -1/2- >W 6' LOCAL COURT MONT WAY 6 +90 - 10 +00 Si u'1 280 Giw Ci Y ,ii Si u-1 LOCAL vii w ° I +M II n II o I oe 0^ ^ ^ mz m0 Rm r e tnK tnK Ow °o v 0 ETER II F U F A A N PROP. WA / N N K K N USAGE IN BLOCK 12 w NS 0 .0 a EX, B' PVC CREST S A CREST E E +37.54 674.63 p 8' PVC S/L 5/L O 0.4276 EX. 8' PVC 136.1 K' •2tta 100. 12 CLEAR SAL O 3.457[ / — — — _ — 108.25 LF _ Ez. e' 52X 36' MIN. rf� I \t, 2 C4 COVER 195.16 OF 8' PVC 12' CLEAR DI W O 1.6171 8 MIN. 1 12' 0 A CONNECTS TO FILL AT 95% ' r6 A \ v 40 12' [LEA 1� _ COMPACTION PARATI 3 n )j 15' HDPEs OO 1z V a 15' HOPE )POSED PHA 1 ry 15' HOPE 3 i e: 1' =W' A tO SE SAN. SEWER ON BLOCK i II 1O ZO m 'D N ° N R z ( - F &UTILITY 8201400080) PHASING DE LANS � LS 0 2w z� it z 15' HDPE zz CLAREM LANE' ii I z 24' E o HoHZ . a y Ve111feI 'o m COURT ONT WAY ,ICI PROFILE OFFSET -25 — — PROFILE OFFSET 25' i PROFILE CL ROAD NAME STATION DESIGN SPEED VPD (ULTMATE) PAVEMENT WIDTH (A) PAVEMENT THICKNESS FUNCTIONAL CLASSIFICATION ISM-9.5 BM -25.0 21B Christopher C. Mulligan DOGHOUSE Lk. N. oA 031672 'p t Vertical �W 675 PRIVATE ALLEY 'A' 10 +63 - 12 +19 25 mph 120 16' 1 -1/2- 2 -1/2' 6' LOCAL COURT MONT WAY 6 +90 - 10 +00 25 m ph 280 16' i -1 2" 2-1/2- 6- LOCAL UTILITY NOTES: 1.) ALL INLETS DEEPER THAN 4' REWIRE ST -1 STEPS. 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. (VDOT 2008 ROAD k BRIDGE STANDARDS) SANITARY SEWER PROFILE EX OTV-4 TO EX OTV -5 4. 3000 PSI CONCRETE 4' 1001 1001 21A BASE STONE TYPICAL SIDEWALK SECTION N.T.B. 1' 2 16' 6• FACE OF CURB FACE OF �16• CURB R' -2'9 B• 12 R51 .R�16,.; 7• Y \a1OEYY OPSOk 4YCA WY R WNn6£ \ p[pY OPTbe ,NG Wf E LOIOY:£ B0t10Y 6 oNa1 YAY FWd 401'E u pirOK Q pAe KAY rWD1 StOrE OF o-enx PNpMD A 1rIrMY xPm se -eASC rIro1XFa A 1/YY OVM Y Noes rs YAN1NMn. a Y MaE3ls NwuYCO. I' 2' fi• 2' ROLLTOP CURB CG -6 CURB N.T.B. N.T.B. 5' TRANSITION s' EDGE OF PVMT./ GUTTER PAN ROLLTOP CO-6 am FACE OF CURB CURB FACE OF DI-3 BACK OF CURB BACK OF CURB CURB 0 ROLLTOP TO CG-6 TRANSITIONS L /c lV /VYV 690 i0-S/ F 105 690 685 680 675 670 665 880 655 Scab: 1• =W We: 1' =5' EXISTING GRADE FINISHED GRADE 685 680 675 670 665 660 655 0 +00 0 +50 1 +00 1 +50 2 +00 2 +50 3 +00 CLAREMONT LANE , (AS PROPOSED UNDER THE OTV BLOCK 15 PLANS) (Ez -1j 690 PHASE 1 PHASE 2 690 685 680 675 670 665 660 655 650 PROPOSED of P PROPOSED /4c Hoftonta pz u h u c Christopher C. Mulligan DOGHOUSE Lk. N. oA 031672 'p t Vertical �W 675 MANHOLE SCALE 1' = 5' VERTICAL 5 665 zs Y..11E N ITFt S z O 50 }5 0 SCUE �F LEI b 100 n — — 0 0 O§ h a ° I +M II n II o I oe 0^ ^ ^ mz m0 N0' r e tnK tnK Ow °o v 0 ETER II F U F A A N PROP. WA / N N K K N USAGE IN BLOCK 12 K N NS N K XTTp�npp�gg EX, B' PVC p 8' PVC S/L 5/L O 0.4276 EX. 8' PVC 136.1 LF OF EX. O 0.52X 12 CLEAR SAL O 3.457[ / — — — _ — 108.25 LF _ Ez. e' 52X 36' MIN. / I \t, 2 C4 COVER 195.16 OF 8' PVC 12' CLEAR DI W O 1.6171 8 MIN. 1 12' 0 A CONNECTS TO ' r6 A \ v 40 12' [LEA 1� PROP. B' PVC PARATI 3 3 1 )j 15' HDPEs OO m < PR )POSED PHA 1 ry m e: 1' =W' A tO SE SAN. SEWER ON BLOCK i II 1O m 'D N ° N R z ( - F &UTILITY 8201400080) PHASING DE LANS � LS 0 N z - it z 15' HDPE zz CLAREM LANE' ii I z Scab: 1• =W We: 1' =5' EXISTING GRADE FINISHED GRADE 685 680 675 670 665 660 655 0 +00 0 +50 1 +00 1 +50 2 +00 2 +50 3 +00 CLAREMONT LANE , (AS PROPOSED UNDER THE OTV BLOCK 15 PLANS) (Ez -1j 690 PHASE 1 PHASE 2 690 685 680 675 670 665 660 655 650 9 +50 10 +00 10 +50 11 +00 11 +50 12 +00 12 +50 13 +DO 13 +50 NOTE: ALL MANHOLES WITH A DEPTH OF 12' OR GREATER SHALL HAVE SAFETY SLABS IN ACCORDANCE WITH VDOT STANDARDS (SMH -1). SANITARY SEWER PROFILE H TO F 690 F G H 690 685 680 675 670 665 660 129. (PR (PR BL 4 655 650 645 PROPOSED of P /4c �o24�Mt.TR �2 pz u h u c Christopher C. Mulligan DOGHOUSE Lk. N. oA 031672 'p t fsSlONA4 fNa` �W 675 z SCALE 1' = 5' VERTICAL 5 665 zs Y..11E N ITFt 660 z O 50 }5 0 SCUE �F LEI b 100 650 z z IQsQ O§ h CmY _ I U •W I =o 0 j p ^ mz m0 > 0 r e Ow °o v 0 ETER II F U F A A N PROP. WA oa'm N N K K N USAGE IN BLOCK 12 K N NS N K XTTp�npp�gg I p 8' PVC S/L GRA-�� 75 28 12 CLEAR INV. 00 INV. 6650 66 .49 COVER I 36' MIN. I \t, 2 C4 COVER O U U © HOPE 12' CLEAR DI W 8 MIN. 1 12' 0 A A ' r6 A \ v 40 12' [LEA 1� PARATI 3 3 1 )j 15' HDPEs 24' HOPE- Horizontal Sca e: 1' =W' 137.04 LF I Ir O O 4 VerficW Scab: 1• =5' J 15' HDPE CLAREM LANE' 24' E o 9 +50 10 +00 10 +50 11 +00 11 +50 12 +00 12 +50 13 +DO 13 +50 NOTE: ALL MANHOLES WITH A DEPTH OF 12' OR GREATER SHALL HAVE SAFETY SLABS IN ACCORDANCE WITH VDOT STANDARDS (SMH -1). SANITARY SEWER PROFILE H TO F 690 F G H 690 685 680 675 670 665 660 129. (PR (PR BL 4 655 650 645 PROPOSED of P /4c �o24�Mt.TR �2 685 u h u c Christopher C. Mulligan DOGHOUSE Lk. N. oA 031672 'p t fsSlONA4 fNa` 680 675 670 SCALE 1' = 5' VERTICAL 5 665 zs Y..11E N ITFt 660 SCALE 1' = 50' HORIZONTAL 655 50 }5 0 SCUE �F LEI b 100 650 9 +50 10 +00 10 +50 11 +00 11 +50 12 +00 12 +50 13 +DO 13 +50 NOTE: ALL MANHOLES WITH A DEPTH OF 12' OR GREATER SHALL HAVE SAFETY SLABS IN ACCORDANCE WITH VDOT STANDARDS (SMH -1). SANITARY SEWER PROFILE H TO F 690 F G H 690 685 680 675 670 665 660 129. (PR (PR BL 4 655 650 645 76 LF. OF B' P AFRO M X (TO M.M. Ej . UNDER THE EX 12' D.I. W CK 15 ROAD (TO BE ABANDONED) IlUTY PLANS) U a w 0 O ry T 6 a� m iO 1° 1O m Hor— Scab: 1'=50' A Vertical b: 1' =5' A II II o = ? EXISTING GRADE Z .>1 i i FINISH D GRADE i 685 680 675 670 665 660 655 650 645 d� O +DO 0 +50 1 +DO 1 +50 2 +00 2 +50 3 +00 3 +50 4 +DO 4 +50 5 +00 A ri m = d � wW 2 Oln 0 2U1¢ 2 00 SLL 0 ccy W �3 ¢ Q 2 0� CC y� SOx IL? w W Q0: o ? 4y v icE a O)W O Ill REVISIONS Nov. 20, 2014 County Comments Dec. 12, 2014 County Comments t7ATE ALNe. 15, 2014 V/ W N J1,N I.L T Z s U °0 O(L F- 0 s m �W H DU o ad (L � O Q� LL FILE NUMBER SHEEP Bof11 PROPOSED DOGHOUSE MANHOLE a r ry ci ° 0 j p ^ r e v 0 F I II F F A A N N N K K N N K K N N K 36' MII . . COVER I I SAL O 0. 2 2S 1 12' D.I. W/L O O U U © HOPE 8 MIN. 1 12' 0 A A PARATI 3 3 1 19 1F a 6• yC O 1.2111 137.04 LF I Ir O O 4 4- SDR 15' HDPE 24' E E 685 680 675 670 665 660 655 650 645 d� O +DO 0 +50 1 +DO 1 +50 2 +00 2 +50 3 +00 3 +50 4 +DO 4 +50 5 +00 A ri m = d � wW 2 Oln 0 2U1¢ 2 00 SLL 0 ccy W �3 ¢ Q 2 0� CC y� SOx IL? w W Q0: o ? 4y v icE a O)W O Ill REVISIONS Nov. 20, 2014 County Comments Dec. 12, 2014 County Comments t7ATE ALNe. 15, 2014 V/ W N J1,N I.L T Z s U °0 O(L F- 0 s m �W H DU o ad (L � O Q� LL FILE NUMBER SHEEP Bof11 ri m = d � wW 2 Oln 0 2U1¢ 2 00 SLL 0 ccy W �3 ¢ Q 2 0� CC y� SOx IL? w W Q0: o ? 4y v icE a O)W O Ill REVISIONS Nov. 20, 2014 County Comments Dec. 12, 2014 County Comments t7ATE ALNe. 15, 2014 V/ W N J1,N I.L T Z s U °0 O(L F- 0 s m �W H DU o ad (L � O Q� LL FILE NUMBER SHEEP Bof11 STORM SEWER PROFILE #11 - #5(TEMP. OUTFALL) 685 11 9 7 S 680 S 0 675 N 670 665 660 655 650 645 640 635 630 625 \\ DI -3B DI -3A DI -3B \ \yam SECTION A -A PFE olw��T xsT rWHrN METHOD OF TREATMENT IN DROP INLETS RNT SAES Of s Mb: exca lrzao. B L-4' L =2.5' L=8' m 0 �\ + + NOTES 9aFNC Or wwExE wo K NVENiS N wxaTOwrt anN \ E 116 dt2 n i0 NRr TO O nqY siRIKTUNES pE CEm —G 6 TO Or A+E n xaOK NvExr ar 1 i a STRU0.CTI� �j wnci o N �qlE ON — —r 6 TO ME 1p wO COP6T 710) oimNaY PT„ rPPKT srworo OR SrcCaL T / OF A 1NE m'EaT 9., K . - Cana 6 rO C0616 Of • n011ttao CFYENT conn[rc IPI olRwrc To aASS N a russ ct ExP�T rNx1 ux a wrasE wTacurz wT Ic e �I T N Z ob Q Z¢ . . . pETNES Or NVEAT 9 aQ AS SNORN NDEON aea foa Exaalc RU►09[5 p ,. EI IIIrRIOIE OR OaV eIET 6 TO S ~rO Mrr y TO BEST FIT M PMTC AN RIET NO p T ai "w n0a SECTION 8 -8 N < PLAN Horizontal Sca METHOD OF TREATMENT IN MANHOLES STANDARD METHOD OF SHAPING p.a ro%IDUr oa MANHOLE & INLET INVERTS >oE ns_� vR4RNE "ARTIENr Or TRNEPpITNTaN Vertical Scale: '=5' LU H O o_ SS,iE \ ry. w[F C ZB XE ? 15' HOPE — X7.60 \ 11 lF EY p NgeE. 1 T Is u. OUTLET PROTECTION OUTLET ROTECTION +! \ 1.3 c.y, a Cl. I Rip•Rap I Cl. I Rip -Rap \ Ez V 01` w/ U..rly ig Fitter Fabric w/ Underl Min. S ng Fitter Fabric De N =18' O r Z'g1t Min, Sae Delai a Depth =1W Specification Data Specification ®See O W HOPE \ \ \1 1 O at n a 1 II b I N O p ? ? z z z _ z _ \ MG vi In'Y vT \ N EXISTING E bob N m / FINISHED E u= Tr Hon -ml S. : 1'=50' z0 Vertical Scan: ' =5' \ n�3 n� um u 0 +00 0 +50 1 +00 1 +50 2 +00 2 +50 3 +00 3+50 I Ll >n• ACCEPTABLE E s %TIItAED STANDARD 6" CURB bas UTILITY NOTES: 1.) ALL INLETS DEEPER THAN 4' REQUIRE ST -1 STEPS. 2.) ALL INLETS DEEPER THAN 8' REQUIRE SL -1 SLABS. 3.) ALL INLETS SHOWM HAVE IS -1 INLET SHAPING. 680 (VDOT 2009 ROAD & BRIDGE STANDARDS) 675 NOTE: ALL MANHOLES WITH A DEPTH OF 12' OR GREATER SHALL HAVE SAFETY SLABS IN ACCORDANCE WITH VDOT STANDARDS (SMH-i). 670 665 660 655 650 STORM SEWER PROFILE EX #1 TO TEMP OUTFALL 90WIll, m10m DI -2A 645 690A L =2.2' 41 690 0 oo o Z 640 685 F rn 635 680 630 675 625 670 665 660 655 650 645 640 635 630 Z '� 01' g1iLE1 PPE m ,0,5 \ \yam SECTION A -A PFE olw��T xsT rWHrN METHOD OF TREATMENT IN DROP INLETS RNT SAES Of s Mb: exca lrzao. B m 0 �\ + + NOTES 9aFNC Or wwExE wo K NVENiS N wxaTOwrt anN \ E 116 dt2 n i0 NRr TO O nqY siRIKTUNES pE CEm —G 6 TO Or A+E n xaOK NvExr ar 1 i o a SOPS TOO F STRU0.CTI� �j wnci o N �qlE ON — —r 6 TO ME 1p wO COP6T 710) oimNaY PT„ rPPKT srworo OR SrcCaL T / OF A 1NE m'EaT 9., K . - Cana 6 rO C0616 Of • n011ttao CFYENT conn[rc IPI olRwrc To aASS N a russ ct ExP�T rNx1 ux a wrasE wTacurz wT Ic e �I T V TO °- N dnIETER w0 CO T OF SI NROx01 Nwtlf. TrOI¢N WNCIIETE a MOItEN W 11 ROHr. TTC 9WALt i 9aEL EE IEIT —1..1 NE w6 Of Nao rROREl -, NaK R M COMSE M:OREGAIE 9a LL alN EYORD. . . . pETNES Or NVEAT 9 aQ AS SNORN NDEON aea foa Exaalc RU►09[5 p ,. EI IIIrRIOIE OR OaV eIET 6 TO S ~rO Mrr y TO BEST FIT M PMTC AN RIET NO p T ai "w n0a SECTION 8 -8 N < PLAN Horizontal Sca METHOD OF TREATMENT IN MANHOLES STANDARD METHOD OF SHAPING p.a ro%IDUr MANHOLE & INLET INVERTS >oE ns_� vR4RNE "ARTIENr Or TRNEPpITNTaN Vertical Scale: DI -2A 645 690A L =2.2' 41 690 0 oo o Z 640 685 F rn 635 680 630 675 625 670 665 660 655 650 645 640 635 630 Z m ,0,5 n� m a EXISTING E m 0 + + j FINISHED E N^o Q o 0 i ai < N < Horizontal Sca : 1' =50' rn a Vertical Scale: '=5' ? 15' HOPE — Pa2 T Is u. OUTLET PROTECTION C 2,O 4.4 my. c I Cl. I Rip -Rap \ w/ Underl Min. S ng Fitter Fabric De N =18' Data Specification ®See O W HOPE \ O N N + vi In'Y vT ,OO II bob N m u= nuu u z0 zz __m \ zz ­8 ??z - > z - 1 1 1 00HT1NG e � rtr E 3�rroN�e33. 685 680 675 670 665 660 655 650 645 640 635 630 A' 4 x x�{ - 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 �0r46A1,TR OF F��P Christopher C. Mulligan 0316 .3 Na 12 . FfSSION ♦l EHO SCALE 1" = 5' VERTICAL 2 N5 .5 O SCNF N fTiT SCALE 1' = 50' HORIZONTAL 50 E O ­MT 9 IW NOTE: AN ASTERISK SYMBOL ( *) DENOTES ELEMENTS THAT HAVE BEEN PROPOSED UNDER THE OLD TRAIL VILLAGE BLOCK 15 PLANS. 11 �I u� '*. �cc q • L11 y 2 Q oe J ti7 5� 0 �m 2 OU S� R2 Z It 0 0) �? g rz 0� Q) 'or n OLL 0) W :1 '1 0 0r W ¢¢ o 2 e 0) Q 0W 2 z W a a REVISIONS Nov. 20, 2014 County Comments Dec.12,2014 County CommeNm DATE Au+fl. 15, 2014 vl w J N � Y 0 $ 0 a s J m � J J v 0 oC 0 L I FlLE NUMBER 8069 LO-7-111 VARIES VARIES 3• ROAD 6' CLOSED 3' L C-30 (48'X36') 6- POST R11 -2 (48'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. EJOS77NG PAVEMENT I PROPOSED PAVEMENT REMOVE LASTING SANCUT THROUGH SURFACE COURSE 12• DUSTING SURFACE COURSE PROPOSED SURFACE COURSE }— — — INTERMEDIATE ASPHAL �. BENCHED PAVEMEN BASE Aj'AiIAL ,r. JgN1 W/ ASPH. TACK COAT AGGt. BASE F,g.�a °$ J. NOTE: PROP05ED PAVEMENT MUST —TIE IN WITH EA757ING PAVEMENT PA DEMENT JOINT DETAIL J J OACrcr LL SN AL NOT T SC_IFj MAy ERIAL "MIN �U"TALL_ 1- -FILL' ) Fn TLV F- FACTED MECFAND111. RAM ER; EC AHN,_NINI "P, NI A �., �1:,UNDATON OHALL RE E OL All D'_rA]LL 1 ­11 CUTS PA AREAS IIHIN AI NG N xl.,Hl C1 V � LL RE 1N Y WI?H Al r S ] FOR DUCT n_FIRONF,IPE H. ROTTOM OF LATHE TEEN�_H E1.1LL BE s 111113 AND CO.MPA_TED, AND AL. STONES NEMOVED OR A 4' 3EDCINS OF N., 68 3 VNHERF ROCS iFENCrJUNT ?RED PIPE 51A1_ BE INSTALLED OV A &UNIMLM 6 BED1I1,15 OF NC 1. STOVE TYPICAL SEWER PIPE INSTALLATION IN TRENCH ITI TD le �`n�DN 1T BE �ocA 01111 wN THE Rx:.T cOwA -F� WIT -R SEWCR CLN ry•s, a Ecr C- .. "EELE1'1' +. CABLE ET., UTILITY LOCATIONS & EASEMENT WIDTHS 1. 1. NO PROJECTION OF PIPE AIM GROUND LNE GENERAL NOTES [,w mT sa »rW Uw v°cxxx mIICE rNewr[PwS origoa: E.WN as°"w�E n° � MWm ' �o ria4'am iA�•� wW ws 10— B IN .N NanE oar NORM EARTH FOUNDATION »•x'sl ROCK FOUN)ATION FOUDATNN SOFT, OTHEI U9OT8WR PPE PROJECTION ABOVE OROUD LINE RUL Ar -i » +�;,°o nA-o nPm tea:° i sa a SRAZii°ERW P.M ■ -- _$ Dj a••r oa•U NORMAL EARTH °FGRDATXM�NW oWPR ROCK FOUNDATION �FOUDATION SOFT. YIELDING. OR oTHERR6E U6UTAIIIIE MATERIAL —M� oN •w sna NOTES, TRY T4iaiW s io wi ro sn[E, `Fm "TIN m°a. ,nl=v bi rl eT m w• °awm ALLOWABLE ENTRANCE GRADE CHANGES INSTALLATION OF PIPE CULVERTS AND STORM SEWERS CIRCULAR PIPE BEDDING AND BACKFILL - METHOD 'IN' POTE ILL.— 1..J - DUAL SERVICE 1' MN,MWWW • 3/4' MME PPE OOIEIAIO a AINR0TE0 EVIL 1• ,TFE X NOR USE ON DE,•OIED 56f ODRPEn SAME NAYLV RASDfN,41L SEPN2 MFRC 111 NNAWW O Fx1u 6 N01 PWtrAFD. I SINGLE SERVICE C MOIL 51001E SMALL a USED W PLC PPE (Ni RW IR M_ WADE MOOS 2200 SERFS WO% IC -1S Wlx E,RNSIW W APPROTfO SOUK N 1/• L� CD -(F ALMOND) 'WI IRPASTO /PEAS NOM NSap �ZrC, PIA w s,WE) ¢ M -M(( ) W OAR IPIRO.fOY '�'-s W APPROYEO EQUAL � v YEIER >� IANWAt10M s,aP ( +'. t 1/2'. a'T aDDNC xE¢ssA,mx M,WLEU N¢ x -1!000 LOW 110. f -ND. W AWROLfO EWK TYPICAL WATERLINE SERVICE IN TALLATI N ADDED FEB. 16, 2005 TD -19 GENERAL IN OR TD "FZ IT. NYIP ,IRCULPR PITIES WWI n, B. [IOU Ex,REUTV a, TM wc. OF IL w auE 'iov»EI. scan iESS.`¢xanT 48,Ik& PPE, as Nu &DT�MLLEi UP U, OUTLET WEB VISTA.- ATIONS. Ar W[ ¢ W+ATEO ,W SYOJ.uR ELLIPTICAL PIPE .. x WRE is 1. P.R[MTV a TM PPE. IT I ovu o IW PIPE ARCH LESS. MNE HE I NV 4 W ,,: T of I— n W Less. ENT »•»cE BEE WERE s s n LESS ,w »EIU CE A c� r T, �r `1 FT ° � a c aG TYPICAL MANHOLE FRAME & COVER IN TS FIO ETD E R Mulligan ENO TD -25 w SEWER SERVICE LATERAL CONNECTION NOTES Z 1. WIDE A SEMFR SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS FINISHED NOCATED ,TINE TOP (CRAT AST 0.2' HIGHER THANK THE NO SERVICE GROU LATERAL PIPE SHAM BE TOP fCRONNT DEVATNIN O' THE THE LOWEST WE CONNECTED TO 111E M ME 2' MIN 3000 PSI GONC. BASE 2. SEWER LATERALS TAPPED INTO AN EXSTING SERER MAN %BEN CH MOPED TO FLOW SH BE CONNECTED USING A PIPE SADDLE AS MANUFACTURED PY'SEALETV,[R AN APFYpMD EQUAL HANNEL 1/4' : V MIN 3. MNMW CRUDE FOR SERER SERVICE CONNECTION SNAIL BE 2R (1 /4'PER FOOT ) SALT 4. ALL SEWER LITERALS SHALL HAVE A MINIMUM TREATED DIAMETER O 4' 2 r 4 W \ S AL L SEWER LATERALS SHALL HAVE A MARKER BRANCH MINIMUM MYER O 3 FEET. 12" PLUG END OF r 2. LINE SECTION SERVICE LATERAL 45 I f FLEXIBLE CONNECTION NOTE: NTH STAINLESS STEEL ALL CONNECTIONS TO BAND EXISTING MANHOLES SHALL BE CORED AND A FLEXIBLE W CONNECTION ' BOOT K INSTALLED IN 7W—YE--TEE LAN TYPICAL MANHOLE PLAN IES SHOWING BRANCH TIE - IN SEWER SERVICE NTS LATERAL CONNECTION FIG. S -1 -13 FIG. S -2 N.T.S. TD -2 TO -6 Ca, HALF PLAN C�j PEDESTRIAN ACCESS ROUTE DETNL ®PP ATM . .� RPUTFEI PW(I°LCT I ENTIKI A, .D �D, usm av e[WES,n.ws. SECTION F -F + A'RD'£vaw II _Miixusi u•s. r>s.4 I. —WI awL. I—a _1 ww,.rze cw cWB,cwA,x„,. re« TI< 3 ^8 ^46E Aw wwwlc SECTION E-E :rE.•` kSV is tI L Ku AaNrrnc saxe •, SECTION C -C " . x »•e,uN ¢OrcwsL ,w suc�Ww »xuw w [O[xv.JL INSTALLATION OF PIPE PMCULVERTS AND STORM SEWERS I STANDARD vENTRANCE GUTTER GENERAL NOTES I 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. THE 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 LIST OF KNOWN U71LMES 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 DEPARTMENTS 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 7R000H 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 W17HIN 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 a4CKFILLED 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 NORRED FOR FINAL INSPECTION. GENERAL WATER & SEWER CONDITIONS FWNN»D.Y 06, 2013 1. WORN SHALL BE SUBJECT TO INSPECTION BY AIBEMARLE COUNTY SERVICE AU77%(ASCA) INSPFCTORS THE CONTRACTOR MLL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY VS CA THE START OF THE WARY.. 2 THE LOCATION OF DOSING UBUBES ACROSS THE ENE OF THE PROPOSED NORM ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONUACTOR SHALL ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. S ALL YA IEPoALS AND CONSTRUCTION SHALL COMPLY WEN ME CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5 THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYNG'MSS UTILITY' (1- 800 - 552- 7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MNANM EE 3 FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE C04 ON PPE. THIS INCLUDES ALL FIRE HYDRANT LWES, SERVICE LATERALS, AND WATER LINES ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES a VALVES ON DEADEND LINES SHALL BE ROWED TO PROVIDE ADEQUATE RESTRAINT FOR TIE VALVE DURING FUTURE EXTENSION OF THE LINE 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 10. P E CONTRACTOR SHALL BE RESPONSBIE TO COMPLY WITH TTE NO -LEAD REGULATION REGARDING BRASS I TUIGS, EFFECTVE JANUARY 04, 2614(SENATE BILL 3874, NBCH MOI THE SAFE DRINKING WATER ACT). I I I I AEI GENERAL NOTES [,w mT sa »rW Uw v°cxxx mIICE rNewr[PwS origoa: aa, T* NC, as°"w�E n° � _ i �� Arz T, � ' �o ria4'am iA�•� 4�T rW uus*wa s 4 .N NanE oar P". �Rin» rxs . PLAN VIEW HALF PLAN C�j PEDESTRIAN ACCESS ROUTE DETNL ®PP ATM . .� RPUTFEI PW(I°LCT I ENTIKI A, .D �D, usm av e[WES,n.ws. SECTION F -F + A'RD'£vaw II _Miixusi u•s. r>s.4 I. —WI awL. I—a _1 ww,.rze cw cWB,cwA,x„,. re« TI< 3 ^8 ^46E Aw wwwlc SECTION E-E :rE.•` kSV is tI L Ku AaNrrnc saxe •, SECTION C -C " . x »•e,uN ¢OrcwsL ,w suc�Ww »xuw w [O[xv.JL INSTALLATION OF PIPE PMCULVERTS AND STORM SEWERS I STANDARD vENTRANCE GUTTER GENERAL NOTES I 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. THE 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 LIST OF KNOWN U71LMES 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 DEPARTMENTS 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 7R000H 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 W17HIN 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 a4CKFILLED 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 NORRED FOR FINAL INSPECTION. GENERAL WATER & SEWER CONDITIONS FWNN»D.Y 06, 2013 1. WORN SHALL BE SUBJECT TO INSPECTION BY AIBEMARLE COUNTY SERVICE AU77%(ASCA) INSPFCTORS THE CONTRACTOR MLL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY VS CA THE START OF THE WARY.. 2 THE LOCATION OF DOSING UBUBES ACROSS THE ENE OF THE PROPOSED NORM ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONUACTOR SHALL ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. S ALL YA IEPoALS AND CONSTRUCTION SHALL COMPLY WEN ME CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5 THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYNG'MSS UTILITY' (1- 800 - 552- 7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MNANM EE 3 FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE C04 ON PPE. THIS INCLUDES ALL FIRE HYDRANT LWES, SERVICE LATERALS, AND WATER LINES ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES a VALVES ON DEADEND LINES SHALL BE ROWED TO PROVIDE ADEQUATE RESTRAINT FOR TIE VALVE DURING FUTURE EXTENSION OF THE LINE 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 10. P E CONTRACTOR SHALL BE RESPONSBIE TO COMPLY WITH TTE NO -LEAD REGULATION REGARDING BRASS I TUIGS, EFFECTVE JANUARY 04, 2614(SENATE BILL 3874, NBCH MOI THE SAFE DRINKING WATER ACT). I I I I AEI GENERAL NOTES i�ra :Y CI C a »... Aao.A. ,Q wR a rNewr[PwS origoa: aa, T* NC, as°"w�E n° � _ i �� Arz T, � ' �o ria4'am iA�•� L�"N�Y`n l' I [ rW uus*wa s RAE - -_ I E •.:DLOw'ui`W'ar°� W�Ms� .N NanE oar P". �Rin» rxs . PLAN VIEW ENTRANCE NOTES Ar -i » +�;,°o nA-o nPm tea:° i sa a SRAZii°ERW P.M ■ -- _$ rraNiaxa.•.on a••r oa•U w ".i D u ••• -- D mTxOW�o.•ceNar'�NwWas`�`TaLAW WIN, ■ TRY T4iaiW s io wi ro sn[E, UCT • °wLW. SECTONRTMA A ALLOWABLE ENTRANCE GRADE CHANGES POTE ILL.— SECTION C -C .I W = h Q. 0(Ems 2 00 ILL- Q D. 2 z It- 2 oN 0W rcQ_� 0 Zv o 0�p LL 2 W M W R2 z Q7i 2 aN ° v Q rnW 2 Z W %a a REVISIONS Nov. 20, 2014 Carly Comi.m. Dec. 12, 2014 County Comments DwT,E IKU.p. 15, 2014 J I Q W N 0 T Y ad A U co 0 W > >Fs m Z j J 8 Q Z L O r ~ W QA O Cc v/ Z O FILE NUMBER 8059 BHEEf 10 Li 11 I 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 SHRE( MULCV --I DECIDUOUS TREE PLANTING DETAIL GALVANIZED GUY VARE \'2 "X2' HARDWOOD $TAKES 1 120' EX. 5' =PER I e NI IIII i VI IpII r� STREET TREE REQUIREMENTS, NOTES & DETAILS STREET TREE CALCULATIONS - GLEN VALLEY DRIVE (EXISTING PER BLOCK 11 PLANS) JIM DEAR FEET OF ROAD FRONTAGE O 1 RIFE / 40 NEAR FEET - 9.25 STREET TREES REWIRED 7 EXISTING STREET TREES (En Block It PI—) 3 STREET TREES PROPOSED (A TOTAL OF 10 STREET TREES PROVIDED) STREET TREE CALCULATIONS - CLAREMONT LANE ISS I" FEET OF ROAD FRCNTA6E O 1 Ill / 40 AFAR FEET - 398 STREET TREES REQUIRED 5 STREET TREES PROVIDED PLANT LIST QUANTITY SYMBOL BOTANICAL NAME COMMON NAME HEIGHT CALIPER _ SPACING VAR. NDSCA ING ESMT. VAR. M III UTIUTY ESMT. F NI yy � 19yT EASEAjENT,� I I 1K� I 24' ACCESS ESMT. - WI I I IVATE r GE DRAINAESMT �I Ir 3 5 FP FRAXINUS PENNSYLVANICA GREEN ASH _J If I3" �rl 12' AS B & B' � � N I b •/ 2 ipp m 404 PA �d I r LONDON PLANETREE I/I 12' /I/ FUTURE ROM I r/ DEVELOPMENT 2 AREA /n OUERCUS PHELLOS WILLOW OAK 2.5' MIN. 12' B & B' STREET TREE REQUIREMENTS, NOTES & DETAILS STREET TREE CALCULATIONS - GLEN VALLEY DRIVE (EXISTING PER BLOCK 11 PLANS) JIM DEAR FEET OF ROAD FRONTAGE O 1 RIFE / 40 NEAR FEET - 9.25 STREET TREES REWIRED 7 EXISTING STREET TREES (En Block It PI—) 3 STREET TREES PROPOSED (A TOTAL OF 10 STREET TREES PROVIDED) STREET TREE CALCULATIONS - CLAREMONT LANE ISS I" FEET OF ROAD FRCNTA6E O 1 Ill / 40 AFAR FEET - 398 STREET TREES REQUIRED 5 STREET TREES PROVIDED PLANT LIST QUANTITY SYMBOL BOTANICAL NAME COMMON NAME HEIGHT CALIPER 0 PLANTING SPACING SPECS. TO M. CANOPY EX. PROP. IOUND BED I HARDWOOD CH 3 5 FP FRAXINUS PENNSYLVANICA GREEN ASH 2.5' MIN. 12' AS B & B' 604 2 0 PA PLATANUS X ACEIBFOLTA LONDON PLANETREE 2.5' MIN. 12' B & B' 368 2 0 OP OUERCUS PHELLOS WILLOW OAK 2.5' MIN. 12' B & B' 370 0 3 AR ACER RUBRUM & CVS. I OCT. GLORY, RED SUNSET 2.5' MIN. 10' SHOWN B & B' 397 PROBED 8FTE 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•&04) +(2.368) +(3.370) - 3,658 SF. PROPOSED BLOCK 12 TREE CANOPY= (5.604) +(3.397) = 4,211 S.F. TOTAL TREE CANOPY PROVIDED = 3,658 S.F. + 4,211 S.F. = 7,869 S.F. e J I e PL ANS) EX. C PLANTING STRIP -EX. CURB & TER �I K (PER BLOCK 11 PLANS) L - i'z'9j-;k A"' u► 20' PRIVATE DRAINAGE ESMT. a ° N VALLEY WINE x ExlsnNC eu M � Existing — — � Stop Sig I AR �� I 1 2 3 4 5 6 7 L VAR. WIDTH LANDSCAPING _. -rn PR ATE rJ1 WAY 7 7xy) ESMT. I f r� H y� VAR. WIDTH PRIVATE a DRAINAGE ESMT. N� FUTURE DEVELOPMENT 4l AREA SHRUB PLANTING DETAIL STREET TREE NOTES & DETAILS NOTES & MINIMUM STANDARDS � F C oil, 1-11 I 1�11 m1mills-m-me 1 3 uv 0 U a I O 20' UTILITY �j EASEMENT 1200 _ • TREES SHOWN HEREON WERE SELECTED FROM ALBEMARLE COUN7Y5 RECOIAIENGED PLANT UST 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 FOLLOWING ME ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY WITHIN THE DEVELOPMENT, OR PHASE THEREOF. • ALL TREES TO BE PLANTED SHALL MEET THE SPECIFICATIONS OF THE AMERICAN ASSOCIATION OF NURSERYMEN. PLANTING SHALL BE DOVE IN ACCORDANCE MTN EITHER THE STANDARDIZED LANDSCAPE SPECIn-TIONS JOINTLY ADOPTED BY THE VIRGINIA NURSERYMEN'S ASSOCIATION, THE VIRGINIA SOCIETY OF LANDSCAPE DESIGNERS OR THE VIRGINIA CHAPTER Or THE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS, OR THE ROAD AND BRIDGE SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION. • MAINTAINING AND REPLACING STREET TREES: ALL STREET TREES SHALL BE MAINTAINED IN A HEALTHY COVOTION BY THE HOMEOWNER'S ASSOCTA TION AND REPLACED WHEN NECESSARY. REPLACEMENT MATERIAL SHALL COMPLY WTH THE APPROVED PLAN • MAINTENANCE OF ALL TREES SHALL BE THE RESPONSIBILITY OF THE HOMEOWNER'S ASSOCIATION • ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLONED TO REACH, AND BE MAINTAINED AT MATURE HEIGHT. THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT • TREES SHALL BE 2.5' MINIMUM CALIPER MEASURED 6" ABOVE GROUND LEVEL WHEN PLANTED. ,or�bNV,Te Op pIP' 0 S Christopher C. Mulligan Llc No. u031612 ,�be 6 .+ fSS,°NHL � ° SCALE I" = 20' 20 10 0 A b .L IN FFFT LU 3j 0 0:W 6C 2 0 f S� 5 D.z j 0 2 0 rzQ� 0¢pcd� CC y� 0. (0 m2 LL w rc pp W (c cc orz a � 2 W aW N i v U' Q 00 Lu 0tll %_ RE%nstc 8 Nov. 20, 2014 County Comments Dec. 12, 2014 County Comments 177�1 FINITE AMy.,s,2o,a 1• _ 20• i I N ? Y d i U 0 (� m Z J Q I- w 0 Z FILE NUMBER SHEET 11 O} 71 J FP 20' PRIVATE DRAINAGE ESMT. FROM 3A LL 3ALL �II RTH BERM IOUND BED I HARDWOOD CH $- l IEPTH) y 55`FUiU LI�7�0- 20' UTILITY EASEMENT • TREES SHOWN HEREON WERE SELECTED FROM ALBEMARLE COUN7Y5 RECOIAIENGED PLANT UST 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 FOLLOWING ME ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY WITHIN THE DEVELOPMENT, OR PHASE THEREOF. • ALL TREES TO BE PLANTED SHALL MEET THE SPECIFICATIONS OF THE AMERICAN ASSOCIATION OF NURSERYMEN. PLANTING SHALL BE DOVE IN ACCORDANCE MTN EITHER THE STANDARDIZED LANDSCAPE SPECIn-TIONS JOINTLY ADOPTED BY THE VIRGINIA NURSERYMEN'S ASSOCIATION, THE VIRGINIA SOCIETY OF LANDSCAPE DESIGNERS OR THE VIRGINIA CHAPTER Or THE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS, OR THE ROAD AND BRIDGE SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION. • MAINTAINING AND REPLACING STREET TREES: ALL STREET TREES SHALL BE MAINTAINED IN A HEALTHY COVOTION BY THE HOMEOWNER'S ASSOCTA TION AND REPLACED WHEN NECESSARY. REPLACEMENT MATERIAL SHALL COMPLY WTH THE APPROVED PLAN • MAINTENANCE OF ALL TREES SHALL BE THE RESPONSIBILITY OF THE HOMEOWNER'S ASSOCIATION • ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLONED TO REACH, AND BE MAINTAINED AT MATURE HEIGHT. THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT • TREES SHALL BE 2.5' MINIMUM CALIPER MEASURED 6" ABOVE GROUND LEVEL WHEN PLANTED. ,or�bNV,Te Op pIP' 0 S Christopher C. Mulligan Llc No. u031612 ,�be 6 .+ fSS,°NHL � ° SCALE I" = 20' 20 10 0 A b .L IN FFFT LU 3j 0 0:W 6C 2 0 f S� 5 D.z j 0 2 0 rzQ� 0¢pcd� CC y� 0. (0 m2 LL w rc pp W (c cc orz a � 2 W aW N i v U' Q 00 Lu 0tll %_ RE%nstc 8 Nov. 20, 2014 County Comments Dec. 12, 2014 County Comments 177�1 FINITE AMy.,s,2o,a 1• _ 20• i I N ? Y d i U 0 (� m Z J Q I- w 0 Z FILE NUMBER SHEET 11 O} 71