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SUB201700091 Plat - Submittal (First) Preliminary Plat 2017-06-05
Sheet List Table Sheet Number Sheet Title I COVER & LAYOUT PLAN 2 OVERALL CREEKSIDE PLAN 3 EXISTING CONDITIONS 4 GRADING & UTILITY PLAN 5 NOTES & DETAILS 6 OPEN SPACE & TRAILWAY PLAN 7 STORMWATER MANAGEMENT PLAN GENERAL NOTES OWNER/APPLICANT 05500— OLD TR 503 FA ENGINEER: TAX MAP NO.: TOTAL PROJECT AREA: ZONING: 05500— OLD TR, 503 FA 05500-1 MILLER, 220N� LAREDO, COLLINS 200 GAl CHARLO (434)29 05500—a 05500-1 05500-I 05500- 05500- 05500— R-1 >' _... DEVELOP ENT FOR EACH DWELLING UNIT ADDITIONAL PARKING ,� TI SPACES SHALL BE LOCATED ALONG , NG F ... . C N THE ROADWAYS. R ' �p I PRP 1 IN L FAMILY DETACHED UNITS , ,, �,'� C ... ",. , , . •. 1. PROPOSED USE 2 S G .,, I p BUILDING SITES. PARCELS 1-12 MAY NOT BE FURTHER DlV7DED. ONLY - C Q 1 ; / Rp D i PROPOSED DENSITY. 0.97 UNITS ACRE x 1.30 — 1.261 UNITS AC 1 DWELLING U qQ H / / O UNIT PER LOT SHALL 8E ALLOWED. �.� �, I� ; �..>�.. � , ; -,� � E J.� 3 r L ;' R O C� `N / t f OP q +59 BONUS DENSITY FOR STREET TREES BURIAL SITES. "" I NON£ O '7� - 1, :..(' f p._ I I` t +109 BONUS DENSITY FOR INTERNAL STREETS _ u ,7� + 159 BONUS DENSITY FOR DEDICATION OF � STREAM BUFFERS/FLOODPLA/N. THIS SUBJECT PROPERTY IS LOCATED IN f OPEN S7 TO ALBEMARLE COUNTY ZONE X. THERE !S NO 100—YEAR FLOODPLAIN , LIMITS ON THE SUBJECT PARCELS, PER FEMA -' Q ' P / 9.148 ACRESPHASE +76.54 ACRES EXISTING MAPS 51003CO228D & 51003CO229D ( ) CREEKSIDE) =85.688 ACRES FEBRUARY 4, 2005. STREAM BUFFER EXISTS t ;` j I , ( \ , ON TUP-55-79A. PROPOSED INGRESS/EGRESS TO SITE ` GRAPHIC SCALE 85.688 ACRES x 0.97 UNITS/ACRE x 1.30 . A CA z;,, ,A,. ,:, .: ,...: '- - 60 30 R60 � 120 240 108.05 TOTAL CREEKSIDE UNITS OFFSITE DISTURBANCE. NO OFFSIDE DtS T(1RBANCE IS PROPOSED WI TH THIS !, _ PLAN, EXCEPT FOR THE TIE—IN CONNECTION TO THE _ — SANITARY SEWER r; , _ R WITHIN EXISTING UTILITY EASEMENT. ` ,,, 1:'_. EXISTING CREEKSIDE 96 UNITS _ - xf , PROPOSE CREEKSIDE PHASE V = 12 UNITS , LANDSCAPING: STREET TREES ACRE PROPOSED ALONG THE IN FEET } OPEN SPA CE- OPEN SP ( ) CE K 0.49 AC NEIGHBORHOOD STREETS IN ACCORDANCE WITH r > 1- 1 inch ALBEMARLE COUNTY LANDSCAPING REQUIREMENTS r f! = 60 ft. OPEN SPICE L (0.31 AC) � OPEN SPICE M (1.85 AC) WITHIN SECTION 32.7.9 OF THE COUNTY CODE. ROA©S LEVLND PROPOSED LAND AREAS OPEN SPA CE- GENERAL NOTES: /'f EARTH DITCH TOTAL PHASE V OPEN SPACE = 2.65 AC E. 2.65 AC. LOTS: 5.63 AC. 1. ITE TRIP GENERATION: TRAFFIC IMPACT NUMBERS ARE BASED ON THE ITE EXISTING CULVERT —•••—••• l EXISTING CREEKSIDE OPEN SPACE = 21.09 AC RIGHT - OF—WAY 0.65 AG TRIP GENERATION MANUAL, 8TH EDITION. / \ CULVERT DRIVEWAY CULVERT TOTAL CREEKSIDE OPEN SPACE = 23.74 AC CODES 230 WERE USED FOR THE DEVELOPMENT I / PROPOSED 12 DWELLING UNITS DROP INLET & STRUCTURE NO. # BENCH MARK �. IMPERVIOUS AREAS PAVEMENT. 27,180 SF EXIT) !'' / CURB TOTAL CREEKSIDE OPEN SPACE (23.74 AC) / SIDEWALK TRAIL ADT RATE - 9.58 VPD PER DU =115 ADT (57.5 ENTER/57.5 j / _ , _ s _ CLEARING LIMITS TOTAL CR£EKSDIE ACREAGE (85.688 AC) _ / 16,147 SF AM PEAK RATE - 0.7, VPH PER DU = g VPH (z ENTER/7 EXIT) NOTE. THERE ARE NO PRESERVED OR MANAGED r " y t 1 CURB & GUTTER 27.79 OPEN SPACE BUILDINGS. 36, 000 SF PM PEAK RATE - i,oi VPH PER DU = 12 VPH (8 ENTER/4 EXIT) STEEP SLOPES WITHIN THE PROJECT LIMITS = VDOT STANDARD STOP SIGN z. ALL TRASH SHALL BE COLLETED BY A DRIVING DUMPSTER SERVICE -EACH - - PROPOSED PAVEMENT BUILDING SITES. EACH PARCEL CONTAINS A BUILDING SITE THAT LOT SHALL HAVE AN INDIVIDUAL TRASH CONTAINER. ( / '_ . / - / / aco-- EXISTING CONTOUR THE OPEN SPACE WILL BE DEDICATED TO / 3 PROPOSED PERM PAVERS COMPLIES WITH SECTION 4.2.1. OF THE ALBEMARLE NOON STREET LIGHTING IS PROPOSED WITH THIS PLAN. r ALBEMARLE COUNTY. / - / zoo PROPOSED CONTOUR COUNTY ZONING ORDINANCE. 4. THIS PROPERTY IS NOT LOCATED WITHIN A DAM INUNDATION ZONE. - \ EC -3A DITCH BUILDING HEIGHTS. • MAXIMUM �UILDWG HEIGHTS SHALL NOT EXCEED 5. THERE ARE NO KNOWN CEMETERIES OR PLACES OF BURIALS ON THE / / _ .- 240.55 PROPOSED SPOT ELEVA77ON 35 FEET PROPERTY. 1 . - 6" DEPTH OF EC -3A DITCH �— o SCOTT R. COLLINSZ .0 Lic. NO. 035791 `NSIONAL E�1 z � J z LU LUU) 0 0 < M tai L H Uj Ce IN L9 Cy z CF) 0 V) i 0 0- D c o Cy)CN o a Q 0 L o z J o z �w u, w � i z a � 0z / o w U) u� wiffinsw wF- oz 0 J J- D J L9 0 0 o 0 a� r— o c � 0 Q W • o U cl� 06U a 0 c N 0 o S..i.. 3: m CLUj w > x o X 0 0Q) 0 U _ o O Ul U) 0 3 P-1 z - z_ M w Lj o w w w u) z F '' ,, ii W z .o w D U Uz H u) J 0 w O O a LL T J 0 o - o � n •- a C) 0 U O N X• O U u. w c a o J u O U LU w 0 In F- 1- LU E - LU 7- s E 0 -- oo a Uf -0o- - 0 0 JOB NO. a c 0 172134 o :3 U o u) Q) N > o SCALE 1 "=60' a � c 0 0 SHEET NO. Q o Q) co u)� 0 0 Imo- 3 - - , — — --� / � , ---_/ H 0 \"" --- --- �;.,::::--:���- ���������!�:::!�-�:::���",��,�!�����!i�i������i:li���i������iji� ---__ / : :: :_: ,�; i L �� ::�ii�-�� ��� : "-��.---..i:l, — , /� — — -_j ---- : -, -, ,�.� - --- / , 1, : .", --------- ' � ... � : ,., � !:., _:�; - � W DEDICA TIO �-P_ ----- - - --- 20' LANDS�APE -- , , " "" - I I - - - � R EASEMENT - - - -, 1 77, 1!� --� / 1�-1 "I, ------� ---I , � . _ _ / O' 4r4"H " ' T L / I �� �p t; /O '#'�' S / '0 ' ! ; -_ i� "-' 0 � -- SCO ----� ----------- --- ----- � � : ---i��- ---� --- f TT R. COLLINSZ4 I --,- / , 0 �-� -1�i i � ,- I'll li I � � 0 qj,�, � 7 --� (I . ' I 1/1 �- : ,,, ": �; I � I'll I- U Lic. No. 035791 1��l , - � Xx ,� � --- . I . I � . -1 :i --1 1 4i / � / � j I-- " "! I � � � ---- ----�- I'll � 1. .- I 1. 1- I , I I � I I - _ � , - �� I .. : � 1-6 411- 1: , I " r I , ---� --- --- 1110 14,> , , y t ........ � ........ �. - � ... , - 1� �11 . ---- --- ----- --- -F - F,- _'. 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In I I ' , L I I �� LL � , - I L: -E � 4., L - .� , .� ; 1��::.11� _ Lu I 11 �.LL',�",�_ 1-1 , "'�, 3" ,* , :5 � ,� v MARCH MOUNTAIN PV?OPERTIES, LLC --� , - 0 Lu " � ,/ _ !� , 0 u - "? L, ,_ ,� _ , , a: 0 / - S TREE T - &�' M, 0� 014 C, -R A P 14 1 'Lz� A I F I r )O � 11 8� I ? r 1-1 , I/ /11 1�11 / ( IN FEET ) � 1. 1�� / 1 inch = 100 ft. B32R��D�T RICHARD M. IRS UIA -. RICHARD BRANDT UIDIT & I ZMATTICE F. BRANDT UIDIT 6403 /- RIVENDELL LANE TAX MAP # / Z 05500-00-00-079DO � � � � \ \ TAX MA # j 05500-00- 0-07100 I � I � 11 11 .. I ZONNING: R-6 11 . Ir:_ llxXKl N , UPP-0? BAIZgRo Fl�ZD , I .� R \\� 4 --?7 9 6 A C�77� ,�, "I ��� I ... x�,;�� \ - I � I �,-,- "I �,- �,- ll� illl' �,- � �! K'62- . � I'll, I ' 11 �m" r \ r," , .. I . �- 1/t.11, - �� ,,�R, � ... � ,, / rrr , rr r I - , I I / ,� "k � 11 . ,,,, r �":� 1: . \ . �, ll� ,,, --�; . I , r $�; 1 / , � � � ,,, , � ' "I'll, I ... I I � I'll / . ;, , . , , ' 0� ;, ;, ;, ;, ;, ;, r� I " " 11 ..... 11 . 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UI a z D- J J •— O L U O — O O O J_- 0 0 U N C U Q) a L O � Q N N N O � x x 0 0 0 0 0 3 z c w a w N z 0 z .° w U V i J U J � O 0 o O \ T 0 C L a 0- 0 0- a i .N U O O U N � �) F- p O U a O -f, C � N N U O -a O -a C N a � O a N cn a � � U O C a 0 Q o a � 0 0 � 3 (D zcf5 c Ivan= CY) j w Lj U) Amwwm, Lu 0 < z Ul U) i i i 04 MEJOB NO. , 17213, SCALE 1"= 50' SHEET NO 4 V) O 0- 0 O � Z a � v) w v) w Z �z U W S. UI a z D- J J •— O L U O — O O O J_- 0 0 U N C U Q) a L O � Q N N N O � x x 0 0 0 0 0 3 z c w a w N z 0 z .° w U V i J U J � O 0 o O \ T 0 C L a 0- 0 0- a i .N U O O U N � �) F- p O U a O -f, C � N N U O -a O -a C N a � O a N cn a � � U O C a 0 Q o a � 0 0 � 3 GE.NERAl COIVSTRU TIO1V .1VOTES FOR STREETS 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPAR TMEN T OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE 0T HE START OF CONSTRUCTION. 2. UPON COMPLETION OF�FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. 3. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT -OF- WA�' OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRA NAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR � A NATURAL WATERCOURSE. 4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRI VEWA Y ENTRANCES SHALL CONFORM TO VDOT CG -9(A, B OR C). 6. WHERE RURAL CROSS (SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRI VEWA Y ENTRANCES SHALL CONFORM TO VDOT STANDARD PE -1. 7. COMPLIANCE WITH THE MINIMUM PA VEMEN T WIDTH, SHOULDER WIDTH AND DI TCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. 8. ROAD PLAN APPROVA FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECO RDA TION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND 101D. 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 iOTHER 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 LIM1 TS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS 12 VDOT STANDARD CD -1 OR CD -2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. ALBEMARLE COUNTY GENERAL CONSTRUCTION .NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRA WN MA Y NOT ACCIURA TEL Y REFLECT THE REQUIREMENTS OF THE PERMIT WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GO VERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. J. EROSION AND SIL TA TION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH TRE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DIS BED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINIBLE, LESSER SLOPES OF 3: 1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS 1/l. 9. ALL EXCA VA TION FOR UNDERGROUND PIPE INSTALLA TION MUST COMPL Y WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). RO14D NOTES GRADING. 1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT. 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER. J. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT. OTHER TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCTION OF THE SUBGRADE. DRAINAGE 1. .ALL PIPE CULVERTS, EXCEPT PRI VA TE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE (1) FOOT. 2. STANDARD UNDERDRAINS (CD -1 OR CD -2 OR UD -4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD CONDITIONS INDICATE. J. ALL DRI VEWA Y ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTAION SPECIFICATIONS UNLESS OTHERWISE NOTED ON PLANS 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. PA VEMEN T- 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECTION. 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS PLACED. J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION FOR TYPE 1, 11, OR IU PRIOR TO PLACING AGGREGATE BASE. 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE 1S BEGINNING AT THE COMPLETION OF THE INSTALLATION OF THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, THE PUGMILL REQUIREMENT WILL APPLY. 5. THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE. 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPACTION BEFORE SURFACE TREA TMENT IS APPLIED. 7. PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT (PRIME COAT RC -250 ® 0.3 GAL./SQ. YD.). 8, BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPOR TA TION SPECIFICATIONS. 9. ENCROACHMENT- POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO NOT ENHANCE A ROADWAY'S CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED WITHIN THE RIGHT OF WAY ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY PERMIT ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTATION MAY BE LOCATED WITHIN THE STREETS RIGHT OF WAY. NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED FOR ROADS THAT ARE PROPOSED TO BE STATE MAINTAINED: i. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE BEING COVERED. iii. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE PLACEMENT OF ROADBED BASE MATERIALS. Iv. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, SHALL BE COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED. v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE APPROVED PAVEMENT DESIGN, PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES, FOLLOWED BY FIELD DENSITY AND MOISTURE TESTS AND THE PLACEMENT OF A PAVING COURSE AS SOON AS POSSIBLE. vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OF THE FINAL INSPECTION. vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOT A MINIMUM OF ONE WEEK PRIOR TO EACH OF THE ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION. viii. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL TESTING OF THE ROADS AT THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING ELIGIBLE FOR STATE MAINTENANCE. WOOD, MONTY W. AND DOROTHY M. 6277 JARMANS GAP ROAD TAX MAP # 05500-00-00- 0 79CO ZONNING: R-1 5.565 ACRES MILLER, ROBERT PAUL OR KAREN MARIE ARCH6285 JARMANS GAP ROAD TAX MAP J/ 05500-00-00-079AO ZONNING. RI 8.018 ACRES 1r \; - '/{ ✓ , % X. %SJ / \ ✓ / !Jr r 't/�''' r r r ✓\?��'T,i\f ,r / s/ �� •�.,, / \ II, n;,f <" '✓ r{ � )( K� \;; . �1� \, s �r` ' J/< 'CYC � (l ,<,,V, DEDICATED OPEN SPACE (? X:'r:r"r! ✓,,. rxY Y X \S -*, \ `` ® `` Y `G ? f {N`f•�f ., tr�(l�' ✓ `` J\ f `.,'u f . ,\�x.t} {',r��,,.'�lc.`// / ANDREWS, WILLIAM. U. ✓f`^"/r^� ;.��: '�:\jS/X�. 6175 JARMANS GAP ROAD ,1':y i a f,/,.,- TAX MAP# 05500-00-00-07880 i .r5`,�'\r `� `' ~ 4 ^,ta \ ZONING R7 2.0 ACRES /v ✓ k7c',�' r/ .fY •rte\] _ XTP � ` ?'' I \,"'�`\'X;�` ,r/✓�,\r J�f'r"J\ '^�J{�",jl�!'(` �.�'.�✓, �''t'��(�y)4 i ``' / f r r �f . x: �; ;��R \ .: ?C^�'\/ ✓ '� !"{' \r� V�1��'` ��`��. ,r` '< \ X,`,s .' r i `� ,r` /', J\/ OPEN SPACE PROVIDED KEY AREA (SF) AREA (AC) A 64,531 1.48 8 73,986 1.70 C 6, 970 0.16 D 71169 0.16 E 610,956 14.03 F 14, 885 0.34 G 1,850 0.04 H 130,450 2.99 I 5, 988 0.14 2,171 0.05 K 21,144 0.49 L 13, 595 0.31 m 80,604 1.85 TOTAL 1,034,299 23.74 771 o SCOTT R. COLLINS�Z U Lie. No. 035791,E 021 �'�YIONAL S '" ''i i" ;, � .. I ✓c� r /"_ \' r ` \ ./,£\r.7`�Yfr. �� kf '('\'iC.�\�i{ %,: ,,('•%'':"', {- .'\' \�X `fir`'. :" \.�/",�, >C ,� Yy f y J / i 6 I \ \ { r ✓ \ !f .,i i r f N/F 6119 JARMANS GAP A/hJ r .,` ,. ,<' , r, \ / ✓ \r'\,yr'/j'i'// t. J/>a.�r r JEFA I. M, 0550000-00-07ORRI700SON ZONING R7 / ' - `�.,:• i / / t� / F ✓Y / ` <' (1) CID � a , ✓� X ` / I (' �� ��� i r'�� �r { „:�`��' ,r /r.,�`\%�/ l 1.0 ACRES / r _ `` w � ' ? 40 , <� Y ' fir{ r", x I\r ✓ f; , )\ ,r�{ /``i` ✓ i r SV / ti` ,i, ( �,'• ,.:,,. ' \ - j.�,.i,{, ,r C 'c v"' ,. r , t' / T.M. 55 PCL. 76 Lu - ` -,, r r'^,1 °'<"^( ,�. t `<`; ,. `� >=t ,av/F 6113 JARMANS GAP RD PAUL MlNNERLY - -� �; n�,r {X ./ e.<z MINVERLY AND MARISSA K. .\ {� J .T/\\.R �7, 4i,j J{rx 682 PG. 640 i5 %' O.M. B. 0 AMIE R. MUNSON \ / ` `` r' ,'✓` 'k''` ' "`:.£ T.M. 05500 -00 -OD -077A0 D.BD 16827 PG. 649 (PLAT) ' l j ` f ✓ � � .ice \ 1, X} 1.033 ACRES \ ✓ h ,. f !�\C '\' ,4 �` [ ,r} ZONING Rt j� 'r'Jf'` :(;` x`' <! \�\ i r -r.\ •i r ,r ;,,;\ (r v' %'..'\ l \ � � j ��` uj \ \ 0��� % / f ✓ `` rlx j / / / / ✓ rll r f C rl / 2 y l `\` \ � ' 411 ij ,'t\\'}'(�'\�\"C \f��' << ® l l �j/O) l l �`'��Y` \ _ � ' x✓,, �;^r ,i <r{�� ,j / ;<� � ;f �\?✓{t <�.,: / rte`' '�' � , / / /r BOARD ANE C \j,6 6 t"` j I 6107 JARMAN GAP ROAD s / / Y�Jy,f 'y ,/:., \ice r`•` / / \ \ �� ' \ uj y j \ {` lllf YANCY, BARRY N. OR JOYCE M. \ Y r r ✓ jf \ \ -\ / TAX MAP J. / ,, \:✓-\r . \ 05500-00-00-077A7 'i . <I ,,;\.F 'C� ? ,Ts \ y,,',r`><i' 'Y,• / // \ \ r r ZONING` 0 RESIDENR77AL / n i j<✓' r \ \ 4-937 ACRES BUFFER ' y f%J In ±' \' / / \\ \\ r' l A, DAVID J bR RA CESS \ \ v \ STREAM , C/ / r 6031 JARMAN GAP RD ` \ jci\',.^.r'(<%''�.. 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