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HomeMy WebLinkAboutSDP201700035 Plan - Approved Initial Site Plan 2017-07-27OWNER / DEVELOPER: MARCH MOUNTAIN PROPERTIES LLC CONTACT- DAVE BROCKMAN PRIVATE ROW.' 76,987 SF 1005 HEATHERCROFT CIRCLE, SUITE 400 CELL: (702)-985-9088 PROPOSED TREE CROZET, VA 22932 dave@oldtrailvillage.com PLAN PREPARER: ROUDABUSH, GALE, & ASSOCIATES LOT 2 1,583 SF LOT 25 3,924 SF PROPOSED CONTOUR 914 MONTICELLO ROAD PROPOSED WATERLINE W/ TEE LOT 4 1,55J SF LOT 27 4,485 SF CHAR!_OTTESVILLE, VA. 22902 LOT 5 1, 633 SF LOT 28 4, 433 SF EXISTING FIRE HYDRANT (434)-977-0205 PROPOSED EDGE OF PAVEMENT - TAX MAP PARCEL No: A PORTION OF 055EO-01-00-00OA 1 LOT 8 1, 633 SF LOT 31 4,468 SF PARCEL AREA: 12.02 ACRES EXISTING WATER VALVE ZONING: NEIGHBORHOOD MODEL DISTRICT IN ACCORDANCE WITH PROFFERS PROPOSED WATER VALVE OF ZMA 2015-00001 APPROVED FEBRUARY 1, 2016 USE: SINGLE FAMILY ATTACHED UNITS PROPOSED WATER METER BUILDING HEIGHT- NOT TO EXCEED 4 STORIES LOT 15 1,627 SF LOT 38 5,148 SF SETBACKS: FRONT, SIDE & REAR: 5' PROPOSED STORM SEWER LOT 17 1,950 SF LOT 40 5,837 SF FRONT MAXIMUM: 25' LOT 18 4,749 SF LOT 41 4,52J SF AREA SUMMARIES: LOTS: 166,692 SF wl PRIVATE ROW.' 76,987 SF EXISTING INTERMEDIATE CONTOUR PUBLIC ROW: 0 SF PROPOSED TREE OPEN SPACE. ° 1, 3O7 SF LOT AREAS: LOT 1 2,577 SF LOT 24 4,595 SF EXISTING WATERLINE W/ TEE LOT 2 1,583 SF LOT 25 3,924 SF PROPOSED CONTOUR LOT 3 1,644 SF LOT 26 4,056 SF PROPOSED WATERLINE W/ TEE LOT 4 1,55J SF LOT 27 4,485 SF EXISTING EDGE OF PAWEMENT LOT 5 1, 633 SF LOT 28 4, 433 SF EXISTING FIRE HYDRANT LOT 6 1,614 SF LOT 29 3, 920 SF PROPOSED EDGE OF PAVEMENT - LOT 7 1,669 SF LOT 3O 3,878 SF PROPOSED FIRE HYDRANT LOT 8 1, 633 SF LOT 31 4,468 SF EXISTING CURB AND GUTTER LOT 9 1,599 SF LOT 32 4,682 SF EXISTING WATER VALVE LOT 10 1,665 SF LOT 33 4,275 SF PROPOSED CURB AND GUTTER LOT 11 1,569 SF LOT 34 4,269 SF PROPOSED WATER VALVE LOT 12 1,592 SF LOT 35 3,850 SF TRANSITION FROM CG --6 ROLL-TOP LOT 13 1,598 SF LOT 36 J,850 SF PROPOSED WATER METER LOT 14 1,568 SF LOT 37 5,853 SF EXISTING STORM SEWER LOT 15 1,627 SF LOT 38 5,148 SF EXISTING REDUCER LOT 16 1,533 SF LOT 39 4,826 SF PROPOSED STORM SEWER LOT 17 1,950 SF LOT 40 5,837 SF PROPOSED REDUCER ----1► W LOT 18 4,749 SF LOT 41 4,52J SF _... _......_ _ _ LOT 19 4,474 SF LOT 42 4,801 SF LOT 20 5,667 SF LOT 43 5,709 SF LOT 21 5,501 SF LOT 44 6,425 SF LOT 2.2 4,203 SF LOT 45 .4,571 SF LOT 23 5,081 SF LOT 46 6, 032 SF GROSS RESIDENTIAL DENSITY' 3.8 UNIT/ACRE MAGISTERIAL DISTRICT' WHITE HALL MAGISTERIAL DISTRICT STORMWATER MANAGEMENT: AS DEFINED BY THE OVERALL STORMWATER MASTER PLAN, APPROVED 4/25/2016 WATERSHED: LICKINGHOLE CREEK TOPOGRAPHY.- LOUISA AERIAL SURVEYS, AUGUST 2012 ROUDABUSH GALE & ASSOC. TOPOGRAPHIC FIELD .SURVEY FROM JUNE 2015 BENCHMARK. STORM SEWER INLET TOP = 695.13 DATUM: VERTICAL - NAVD 88, HORIZONTAL - NAD 83 CRITICAL SLOPES: CRITICAL SLOPES EXIST WITHIN THE PROPERTY LIMITS, BUT OUTSIDE OF THE PROJECT LIMITS FLOODPLAIN: THIS PROJECT IS LOCATED WITHIN "ZONE X" AS SHIOWN ON FLOOD INSURANCE RATE MAP. COMMUNITY PANEL NUMBER 510003C 0237 D. EFFECTIVE DATE.- FEBRUARY 4. 2005. SLOPES TO BE SEEDED, MULCHED & TACKED PARKING REQUIRED: TWO (2) PARKING SPACES FOR EVERY UNIT PLUS ONE (1) GUEST SPACE FOR FOUR (4) -1-12.O UNITS (46*2) + (46/2)= 104 PARKING SPACES PARKING PROVIDED: , 184 S °ACES -(2) GARAGE SPACES PER (1) UNIT PLUS (1) GUEST SPACE PER (4) UNITS EXISTING IMPERVIOUS AREA: 0 SF g\: y q f :, PROPOSED IMPERVIOUS AREA: 188,800 SF' PROPOSED TURF AREA: 334,791 SF LANDSCAPING: SEE LANDSCAPING PLAN FOR PLANTINGS, SCHEDULE AND SPECIFICATIONS, NOTES AND EXISTING FLOODPLAIN DETAILS LIGHTING: 1. ALL PROPOSED LIGHTING WILL NOT EXCEED 3,000 LUMENS. STREAM BUFFER 2, EACH OUTDOOR LUMINARIES EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE PROPOSED SIGN INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINARIES AND SHALL BE ARRANGED EXISTING TREE DRIP LANE OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS SANITARY MANHOLE IDENTIFIER AND FROM ADJACENT ROADS. EXISTING TREE J. ALL OUTDOOR LIGHTING SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT STORM DRAIN STRUCTURE IDENTIFIER AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. NO EVIDENCE OF A BURIAL SITE WAS FOUND ON THIS PORTION OF PARCEL Al. THE STREAM BUFFER(S) SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE WITH THE THE ALBEMARLE COUNTY WATER PROTECTION ORDINANCE. INI 1A SIT LAN VICINITY MAP SCALE: 1'= 1000 FEET THIS SITE IS NOT LOCATED WITHIN AN AGRICULTURAL -FORESTAL DISTRICT. GENERAL CONSTRUCTION NOTES FOR STREIETS THIS SITE IS LOCATED WITHIN THE WATERSHED OF A PUBLIC WATER SUPPLY RESERVOIR. 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WIILL 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 Tf0 THE COUNTY IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEIER AND SUBMITTED WITH THE TEST RESULTS TO VDOT 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 OFR 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, FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALIL BE INCREASED TO SEVEN (7) FEET. 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG -9 (A, B, OR C). 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL 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. 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT WALIDATION. 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 INSTALILED 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 OR CD -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 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 INScPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. 14. INSPECTION & TESTING OF ALL ROADS DEDICATED FOR PUBLIC US SHALL BE COORDINATED WITH VDOT FOR ACCEPTANCE INTO THE STATE SYSTEM. L Submittal y Reviewed and Approved by the Commi inz.ey iDev lopment Department 174 +C` I.i C CT 1 A 11-'1 CV SHEET 1 ---------- COVER SHEET SHEET 2 ---------- EXISTING CONDITIONS SHEET 3 ---------- OVERALL SITE LAYOUT PLAN SHEET 4 ---------- GRADING PLAN & UTILITY PLAN SHEET 5 ---------- LANDSCAPE PLAN SHEET 6 ---------- TYPICAL SECTIONS & DETAILS LEGEND 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 PIAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENT OF THE PERMIT SHALL GOVERN. VDOT 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's SHALL BE SUBMITTED TO VDOT FOR REVIEW & APPROVAL. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN 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 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP --RAP OR SITABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. TRAFFIC CONTROL SIGNIS SHALL CONFORM TO THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPES SHALL BE REINFORCED CONCRETE PIPE -CLASS III. HPDE PIPES MAY BE IMSTALLED IN LIEU OF CLASS III RCP, AND SHALL CONFORM TO AASHTO M294. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR CONSTRUCTION INDUSTRY (29 CFR PART 1926). 10. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. APPROVALS DEPARTMENT OF COMMUNITY DEVELOPMENT PLAINNING / ZONING ENGINEERING INSPECTIONS ARCHITECTUAL REVIEW BOARD DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VA. DEPARTMENT OF TRANSPORTATION ®F Jimmy L. Taggart Lic. No. 22841 d �4- ONAL � DATE IQ pq REVISIONS DATE MAY 22, 2017 SCALE AS SHOWN CONTOUR INTERVAL wl EXISTING INTERMEDIATE CONTOUR - -,32-,,._..___ PROPOSED TREE FP EXISTING INDEX CONTOUR 00 EXISTING WATERLINE W/ TEE _I PROPOSED CONTOUR 20 PROPOSED WATERLINE W/ TEE W ---- EXISTING EDGE OF PAWEMENT EX. EP EXISTING FIRE HYDRANT PROPOSED EDGE OF PAVEMENT - --EP--- ---- PROPOSED FIRE HYDRANT > EXISTING CURB AND GUTTER EX. C&G EXISTING WATER VALVE Q) PROPOSED CURB AND GUTTER _--_-_----_- CG -.6_, -- ----_..._...__.. PROPOSED WATER VALVE W -- TRANSITION FROM CG --6 ROLL-TOP CG-6 ROLL-TOP _ PROPOSED WATER METER Ir EXISTING STORM SEWER Ex 15 RCP ----------- ........._.................._._............ EXISTING REDUCER pill- PROPOSED STORM SEWER 15 RCP PROPOSED REDUCER ----1► W EXISTING SANITARY SEWER _... _......_ _ _ HANDICAP RAMP (CG -12) DENOTES LO ATION OF STD. VDOT CG 12AND JURISDICTIONAL PROPOSED SANITARY SEWER g STANDARD AMP CONSTRUCTION P PROPERTY LINE __ PARKING INDICATOR 12 INDICATES THE NUMBER OF TYPICAL PARKING SPACES EASEMENT LINE - - BENCHMARK CENTERLINE - CRITICAL SLOPE LIMITS OF CLEARING AIND/OR GRADING "` SLOPES TO BE SEEDED, MULCHED & TACKED EXISTING SPOT ELEVATION -1-12.O VEHICLES PER DAY COUNT TBD PROPOSED SPOT ELEVEfiiION +12.0 LIMITS OF DEMOLITION PROPOSED STREET NAME SIGN EXISTING FLOODPLAIN EXISTING SIGN - -;--- STREAM BUFFER PROPOSED SIGN EXISTING TREE DRIP LANE SANITARY MANHOLE IDENTIFIER O EXISTING TREE EX. 15' OAK` STORM DRAIN STRUCTURE IDENTIFIER 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 PIAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENT OF THE PERMIT SHALL GOVERN. VDOT 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's SHALL BE SUBMITTED TO VDOT FOR REVIEW & APPROVAL. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN 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 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP --RAP OR SITABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. TRAFFIC CONTROL SIGNIS SHALL CONFORM TO THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPES SHALL BE REINFORCED CONCRETE PIPE -CLASS III. HPDE PIPES MAY BE IMSTALLED IN LIEU OF CLASS III RCP, AND SHALL CONFORM TO AASHTO M294. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR CONSTRUCTION INDUSTRY (29 CFR PART 1926). 10. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. APPROVALS DEPARTMENT OF COMMUNITY DEVELOPMENT PLAINNING / ZONING ENGINEERING INSPECTIONS ARCHITECTUAL REVIEW BOARD DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VA. DEPARTMENT OF TRANSPORTATION ®F Jimmy L. Taggart Lic. No. 22841 d �4- ONAL � DATE IQ pq REVISIONS DATE MAY 22, 2017 SCALE AS SHOWN CONTOUR INTERVAL FILE NUMBER 3053 SHEET 1 Of 6 wl 4 Z w c\1 iit I w > > r wo.j < W, f Ir i11 F. FILE NUMBER 3053 SHEET 1 Of 6 REVISIONS i ®ATE MAY 22, 2017 SCALE 40' (CONTOUR INTERVAL 2 FEET FILE NUMBER 8083 SHEET 2 of 6 0 z s i�cq 04 CL a cc • 0 J J 1i i w 0 FILE NUMBER 8083 SHEET 2 of 6 REVISIONS DATE MAY 22, 2017 SCALE 1"=40' CONTOUR INTERVAL 2 FEET FILE NUMBER 8053 SHEET 3 of 6 4 f w > • J 0 uj r Lu 0 0 FILE NUMBER 8053 SHEET 3 of 6 REVISlONS� DATE 1VIA'Y' 22, 2017 SCALE AN CONTOUR CONTOUR INTERVAL 2 FEET FILE NUMBER 8053 SHEET --- Of 6 W t • • 'too • U- CL•La e IWO m< OR U. CLO, a co cm i 01" Lu• •. . uj REVISlONS� DATE 1VIA'Y' 22, 2017 SCALE AN CONTOUR CONTOUR INTERVAL 2 FEET FILE NUMBER 8053 SHEET --- Of 6 W STREET TREE REQUIREMENTSo REQUIREMENTSNOTES &DETAILS "' ,1 b STREE T TREE CALCULATIONS - PROPOSED PRIVATE ST. 'A' Z Z& 1, 1 .. t'.t \1, - - -` ; i `' - N ` ;1 ` \ \� ��Lu 0 Z - 4.2 STREET TREES REQUIRED 210 LINEAR FEET OF ROAD FRONTAGE 9 1 TREE / 50 LINEAR FEET - Q 5 STREET TREES PROVIDEDE w, ; \ ... \, 1'i, \ Z m EX. TREE�IN No t 1 ± 1 � y ' N3 Z CV Q DSTREET TREE CALCULATIONS - PROPOSED PRIVATE ALLEY B -PRIVATE ST. D PRIVATE ALLEY C LINEAR FEET OF ROAD FRONTAGE @ 1 TREE / 50 LINEAR FEET 19.44 STREET TREES REQUIRED '� f ,... ; - ` ;\ z ..-fir , _.,t<.. ` t4 J E'1 I~ Vj EL: 0972 W w 20 STREET TREES PROVIDED 1 \ I `1 y � i 4\ i o�t � � �� -+[ LL 00 ¢� � iJy� i STREET TREE CALCULATIONS - PROPOSED PRIVATE ST.'Ei 1 t1 1 t G) V, - �''1 ,0 - `' � �: `� ��/ \ '% w w � 320 LINEAR FEET OF ROAD FRONTAGE 0 1 TREE / 50 LINEAR FEET = 6.4 STREET TREES REQUIRED � �, �P�P� /~ �'1 0 c � tt�_ + \ � 1 1 \ ._---: \ _-----�' J z uC cv � 4 � Q 7 STREET TREES PROVIDED ,-. \. 00 CD �- ., ... - \\ 1' it ,`,\\` \ i T Ian fl U Go _ (, uj STREET TREE CALCULATIONS - PROPOSED PRIVATE ST. F\ \ ,—AD\j� ` I `; y 1 `' V '� 1 w �c "" 462 LINEAR FEET OF ROAD FRONTAGE ® 1 TREE / 50 LINEAR FEET = 9.24 STREET TREES REQUIRED 10 STREET TREES PROVIDED ' I \ , T:. 3 w Lo ;' to om w `e C - PROPOSED PRIVATE ST. 'G' STREET TREE CALCULATIONS P 1042 LINEAR FEET OF ROAD FRONTAGE © 1 TREE 50 LINEAR FEET = 20.84 STREET TREES REQUIRED , , ;} j �: -. \ r -' . , .., a E. ...' ::.� i 4 - - _ / \ ?; \ 21 STREET TREES PROVIDED ... i �,, < �(P� _ - ` 1 -,. r, /.. �" 'A r 1. 1 _F \, uj it 11 STREET TREE CALCULATIONS - PROPOSED PRIVATE ALLEY H LINEAR FEET = 2 6 STREET TREES REQUIRED 130 LINEAR FEET OF ROAD FRONTAGE @ 1 TREE / 50 L Q _ .. {k i`\\ _� ... iJ, l j; \\\ ��\. - - ✓ �' ` ` - 'i 1 /' \ \' `` \ , \ ' -, J, \ \\ \ . \\ ,.:,� `t. a ' 3 STREET TREES PROVIDED t` ._ cd� .� ; .1 \� 'r" -� 00 ip\... .. ...t t '- cd�d� N \ \\\ \ REVISIONS k. .... , t DATE MAY GG 201 d t , N :: .. �9 \\� \ SCALE . .,T`. CA ` ... - .. ... .... r) / Gyp _ 1 Lu CONTOUR INTERVAL Ft , 2 FEET q _ 1 r J t — _ x . ciat ��� 4 I awl ' t . �._ ' "�. - -- ..... .'+" .. .....�r'� '� ............'' DECIDUOUS TREE .... .. ........ PLANTING DETAIL _ 1 1 r ' .... r ii 00 Lu GALVANIZED -- -� GUY WIRE / -- STREET TREE NOTES &DETAILS - - - ..... -f ,'... ... i 2"X2" HARDWOOD NOTES & MINIMUM STANDARDS STAKES 1. TREES SHOWN HEREON WERE SELECTED FROM ALBEMARLE COUNTY'S RECOMMENDED PLANT _ jj.0 _ > r L ll ' - _ J >f p - A �..... � � N j � fl LIST. SUBSTITUTIONS MUST BE APPROVED BY THE ALBEMARLE COUNTY DEPARTMENT OF 120' / COMMUNITY DEVELOPMENT AND THE LANDSCAPE ARCHITECT. i` ... ' .. '__ �, I Q i► l 1 .r �\ 2. PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY AND SHALL BE VERIFIED PRIOR TO BIDDING. 3. TREES SHALL BE 1.5 MINIMUM CALIPER MEASURED 6 ABOVE GROUND LEVEL WHEN _ O PLANTED. °: 0 i : I N 4. TIMING OF INSTALLATION: ALL LANDSCAPING SHALL BE INSTALLED BY THE FIRST PLANTING SEASON FOLLOWING , .„1 .fry .. .r.. , �' f.... ° N �� w O J< _j THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY WITHIN THE D ��� J Q DEVELOPMENT, OR PHASE THEREOF. 5, ALL TREES TO BE PLANTED SHALL MEET THE SPECIFICATION OF THE AMERICAN ASSOCIATION �, .. <ap , ,, - x o F f �f ,... co, spy ` m OF NURSERYMEN. PLANTING SHALL BE DONE IN ACCORDANCE WITH EITHER THE GALVANIZED RUBBER HOSE STANDARDIZED LANDSCAPE SPECIFICATIONS JOINTLY ADOPTED BY THE VIRGINIA NURSERYMEN'S ASSOCIATION, THE VIRGINIA SOCIETY OF LANDSCAPE DESIGNERS OR THE VIRGINIA CHAPTER OF = ` ; , -I '._..:.: i' ,. ? cn i -'l + ” (tel n,) �:.. J GUY WIRE o < < > J THE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS OR THE ROAD AND BRIDGE�, 2"X2" HARDWOOD SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION. _ y%(• •. • . tf ., N nrI % �v «: '-- - ______ �'' - ! STAKES 6. CONTRACTOR SHALL ASCERTAIN LOCATION OF ALL UTILITIES PRIOR TO EXCAVATION. PRIOR TO ,..__('.,;1 __� _ ,, .too w u, '- ---___ /� Jimmy L., lf6ggart �� -WRAPPING COMMENCING ANY WORK, CONTACT "MISS UTILITY" AT 1-800-552-7001. 7. ALL PLANT MATERIAL TO BE GUARANTEED DURING INSTALLATION AND UNTIL FINAL OJ A N NT N PROJECT \ `- _ °No' - 1.. ........ I` ^ "� 22 84] W j ACCEPTANCE. ANY PLANT MATERIAL WHICH DIES, IS DAMAGED OR DISEASED, OR IS �, � ;.. , ..... , .; - ° , �SSIONAT E� UNHEALTHY AND IN UNSIGHTLY CONDITION, OR OTHER CAUSES DUE TO CONTRACTOR'S N �' II, NEGLIGENCE SHALL BE REPLACED IMMEDIATELY AT THE CONTRACTORS EXPENSE. '` r .. , ...........................:-,_:. 8. MAINTAINING AND REPLACING STREET TREES: ALL STREET TREES SHALL BE MAINTAINED IN A SHREDDED HARDWOOD HEALTHY CONDITION BY THE HOMEOWNER'S ASSOCIATION AND REPLACED WHEN NECESSARY. „ REMOVE BURLAP FROM t , .: _'` _ a ' `, p�l/ATEAL - — 9 i MULCH MIN. 3 DEPTH REPLACEMENT MATERIAL SHALL COMPLY WITH THE APPROVED PLAN. TOP 1 /3 OF BALL 9. MAINTENANCE OF ALL TREES SHALL BE THE RESPONSIBILITY OF THE HOMEOWNERS ! - ` _AL�y .--.. rn �I '-----.'- �'9 'ti� SCALE 1' = 3v 11 x N -' _ j$ �... . �O ASSOCIATION. /.,,/,,//.�//y//�jj/j/\�jj,\%// 10. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT MATURE HEIGHT. THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED h; ., -- e_ -30 15 0 m '� �o �' z SC EE FILE NUMBER MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. : _ j1 r ��j j 8053 , otlat SHEET 31' PRIVATE R/W Ow R/W SURFACE ROLLTOP 1.5" SM -9.5 ROLLTOP CURBCURB g. 3 1 1/4":1'1I4":1' 3 —A- E--1/4„ 1, 1/4" 1,—�► - All 3- c - ` BASE SUBBASE 2.5" BM -25 6" AGGREGATE(21A) 1.5' 1' 2' 10' 10' 2' 1' 1.5' FACE OF FACE OF CURB CURB TYPICAL SECTION PRIVATE STREETS "A", "D", "E", "F" & "G" (25 MPH DESIGN SPEED) N.T.S. 24' PRIVATE R/W R/W ` SURFACE ROLLTOPROLLTOP CURB 1.5" SM -9.5 CURB -1/4" 1' 1/4" 1 —.• BASE SUBBASE 2.5" BM -25 6" AGGREGATE(21A) R/W 1' 1' 2' 8' 8' 2' [1'[1 FACE OF FACE OF CURB CURB TYPICAL SECTION PRIVATE ALLEYS "B", "C", & "H" N.T.S. 3�g __.. _....... CG 96 A CG -12 C' ENTRANCE PERMISSIBLE -mac I JoiN9Tf2UCTi0N 4, u5 DOWEL, 8 LGNG M 72" C - C IMITS OF P_0. LIMITS OF PED. ACCESS ROUTE [] s ACCESS ROUTE 91 �\ MIH. WIDTH OF EiJ TRANCE UNPAVED SPACE NON=TRAVERSABLE U, UNPAVED SPACE __ _ EOR PROPOSED EXPANSION :DINT--- n � l SIXISTING DEW .. ALK OR SIDEWALK SPACE [— WIDTH OF 10:1 10:1 4' `\ I EtJTRANCE .. B MAX M4 aX - B \ F F 6: z LIMN"S OF PED. c LIMITS OF PED. 5' S EXPANSION JOINT --- E Ji_JN .PON-TRAV=ER"S ROUTE ❑* - - - TRUNCATE DOME TYPICAL DESIGN E E SHEEP 7 OF 5 A FOR DETAILS I O U PEDESTRIAN ACCESS ROUTE DETAIL WITH & —IL -o MI._ I 0' Mn._ CURB INCLUDED +N v EHTRANCt GUTTER z x ' U � / � WITHOUT UNPAVED SPACE BACK OF CLiRp– 1z:1 MAX. 4a:1 Max F a �N u ,y ADDI TONAL RGhIT-OFN/AY IS REQUIRED IF THE LIMITS OF PEDESTRIAN ACCESS ROUTE C EXTEND BEYOND- - �'/� FLOW LINE z EXIST NG OR PROPOSED VDOT RIGHT -OF `NAY I T' ii L v z'MIN. SECTION A -A 4' d. C ENTRANCE WIDTH PERMISSIBLE = EXPANSION JOINT DESIRA: LE MINIMUM 16' ' L" ' ABSOLUTE MINIMUM I�' PEDESTRIAN ACCESS ROUTES PROVIDE A CONTINUOUS CONSTRUCTION 4 \� - UPvOBSTRUCiEDSTABLE, FIRM AND SLIP RESISTANT JOINT PATH CONNECHNIG ALL ACCESSIBLE ELEMENTS OF A - U FACL_ITY IHAT CAIN HE APPROACHED,EDITERED AND •n• �.•� TYPE A EDGE OF PAVEMENT USED BY PEDESTRIANS. IF ACCESS ROUTE IS ADJACENT ! -_ TO BACK OF CURB.MlN1A1UM WtOTH SHOULD BE 6', SECTION F -F WITH BUFFER STRIP _ � SECTION B -B HALF PLAN C * IF MI DED,R M ACCESS ROUTES AB ARE BEING,NOTES IS REQUIRED MINIMUM 4 TRAVERSABLE WIDTH FOR GENERAL NOIES ON THE DETECTABLE WARNING SURFACE, SEF SHEET 1 O S. IS REQUIRED WITH AMAX 2/ .,ROSS SLOPE. TirJ DESIGN TO BE USED FOR CONSTRUCTION THAI INCORPORATES WIDER SIOE'WAI K.LANDING (4 WIDE) REQUIRED AT TOP OF CURB RAMP MINIMUM CURB RAMP LENGTH 8 FEET FOR NEW \ CORE RUCTICN, 6 TIFF FOR ALTERATIONS WHEN USED IN CONJUNCTION WITH STANDARD A n°S PARABGLiC CG -3 CR CC-7,THE CURB FACE ON TNS ' UNPAVED I SI_JEWALK STAhJDARU IS TO BF AGJU57 ED r. MATCH THF_ \ -= SPACE- CURVE MOUNTABLE CURB CCNFIGURA710\ --A�/- = V A 4' SQUARE LANDING AREA OUTSIDE OF A 4'SQUARE LANDING c, Y � AREA OUTSIDE OF ` x x Y TRA'VELWAY SHALL TRAVEL VJAY GHALL rL' NORMAL GUTTER- --- _ -. SECTION E -E x x �� I_ I QE PMARK EU 'fdITHIN BE PROVIDED WITHIN r .. , v': b: - •" • ': \\-CLASS A3 (H -.S.) rCONCI CHANGE y/,cI +;L A\L, �O �O .,RC oSWALn AA. CROSSWALK AREA.i THE MARKEDTHE 3 � `- 6' AGGR. BASE TYPE Z SIZE SID } CE)!� 1?% MAX SLOPE ( 5 0" POINT OF GRADE CHANGE c CROSSWALK G��S"jW K p If)7 .II-La:l a _ _ 0 FOR cuRe AND GUTTER )r;Lv v� FOR "DEWALK, CURD a+D GUTTER x x 12 % MAXIMUM INCREASE IN SLOPE AT MINIMUM 10' INTERVALS TYPICAL PLACEMENT TYPICAL PLACEMENT BUILr coNcuRREnln_'r AT INTERSECTION AT INTERSECTION CROSSWALK U C=ROSSIN L< X x x 3Z MAXIMUM DECREASE IMAXIMUfvf N SLOPE FOR FIRST IO'INTERVAI_ AND WITHIN CROSSWALK WITHIN CROSSWALK DIAGONAL PLACEMENT DIAGONAL PLACEMENT SECTION C -C 8 % DECREASE FOR SUCCEEDING MINIMUM 10' INTERVALS SECTION D -D (WITH BUFFER STRIP) WITH BUFFER STRIP SPECIFICATIOPJ XVE)OT SPECIFICATION 1V DOT REFERENCE STANDARD ENTRANCE GUTTER 1 _REFERENCE CG -12 DETECTABLE WARNING SURFACE ROAD AND BRIDGE STANDARDSROAD AND BRIDGE STANDARDS REVISION DATE I SHEET 1 OF 1 105 TYPE A (PERPENDICULAR) APPLICATION REViSiON DATE SHEET 2 OF 5 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 07/15 203.02 502 VIRGINIA DEPARTMENT OF IRANSPORTA710N 7/17 20306 G-11 CG 12 -x - —_ .. NOTE WHEN A PEDESTRIAN ACCESS ROUTE -,h, .'�'S-'""-- L- 5'Mlu CROSSES r, CO:MERCLAL ENTRANCE A FERMISSIBLE 1 MPX THE CROSS `L A. (JPE SHALL BE 2/FOR .5 DOWELS, 8" LONG — ­1 �" - �_ 1 s ( 'r'NDTH OF 5 FEET. AT 12" C -C CONSTRUCTION 12.t MAX.�� A 5'MIN. JOINT <' - {'T' MIN t Cl "RE'r' APPROACH SAME SURFACING GENERAL NOTES (RADIUS 70 BE AS I n G AS MAINLINE ROADWAY (SEE NOTE 3) SHOWN DID PLANS' v: 1. WHEN USED CONJUNCTION WITH STANDARD CG -3 (RADIUS TO BE AS ',HN OR CG -7, THE CURB FACE DIV THIS STANDARD IS TO SHOWN ON PLANS) BE ADJUSTED TO MATCH THE MOUNTABLE CURB X12:1 MAX n {, - \ 1 CG -2 OF, CG -6 GOt]FIGURATION J� WITH BUFFER STRIP SEF NOTE 1) _ — — _ 2. SEE STAfJDARD CG 12 FOR CURB RAMP DESIGN TO BE i IDEALI< USED WITH THIS STANDARD. RP I - - 9 5' MIN -._ — — SIDEWALK r I (SEE TABLE) v;EE TABLE)_} J(a% INV TE i) I OPTIONAL t2` UNPAVED SPACE -- a 12:7 MAX. 9'c;_,. i �_ — _ FLOW LINE 3. Fn("AyY1LINLINE P(EXCEPr ANY VEMENT {ALSUBGRADEI BE SSR -I -I A91 ZATUCTED TON THE -1 RUNCA'_D DOMES ----- - y.� 1 t 4-M:r — "' SEC SHEET I OF 5 FOR DETAILS _ --� -- REQUIRED FOR MAINLINE PAVEMENT WHICH CAN BE -' !- {PAVSION - OMITTED IN THE ENTRANCE.) In EXPANSION C' MIP) i _ - t .IOW; ,� JCIr;T 4 RADIAL UR I INAHON C, DO AND GUTTER R L CURB OR CO MH t C_ SHAPE. r0 A1ATCH FACE ,L, _ __-_.___D_�__.._ _- ._....—.-.. ^H P O R(J �T O THF, R/W LINE ALL !OT 13E C NST (, ED BEYOND OF ROAD 'Y CURD ;,TOTE: WIDTH B' 2'-0" OR AS �+ MAINLINE ROADWAY EXCEPT FOR REPLACEMENT PURPOSES. WITH BUFFER STRIP BACK OF CUR6� 48 .MAK i, SHOWN ON TYPICAL SECTION. A- 20: Q r 20:1-. 48 .1MfA;(. __ ;-' A` �! 'S'MIN PLAN VIEW ENTRANCE NOTES r 12.1 MSX ..�. 2'4dirJ. 5. rvUHREtNJINfHE NTRa,^ RADII CANNOT ACCOMMODATE THE G REQUIREMENTS OF ANTICIPATED HEAVY TRUCK t" SECTION A -A MAINLINE ROADWAY SLOPE TRAFFIC_, THE DEPTH rFCR SIDEWALK & CURB RAMPS WITHIN HE 7 h THE RADISHOJLD BE N f N f c LF 5 0 IP STR – +,o' P, RAaO_,C cGR'✓E (ENTRAN � or;Ln - 17H T BUFFER W OU v 7" t c :--;3> Y IN :kEAS`=D 0 SEE C 'RMI^^IB PE LE < EDGE OF PAVEMENT OR %MAX 8 C '(', StiiUCT10N CROSSWALK K T r r: JOIN CRJSoW L QPITON'Ai. FLON.' !INE — GRADE CHA'VCE [y] _ _ _- — p 6. PLANS ARE TO INDICATE WHEN CONS.RUC TION O. A FLAW C EACROSS ' I R I POSITIVE DRAINAGE LINA _ REQUIRED r0 PROVIDE Uc P05 GE 'n - — - - -- (`EE THE ENTRANCE. MAINLINE ROADW A'r — — � � —�._- — -- -NOTE 7) E E J .� 8% X. D 7 THE DESIRABLE FlDID MAXIn:Uhd ENTRANCE "RACE CHANGES GRADE CHANGE) "D" ARE LIDDED IN THE ALLOWABLE ENTRANCE GRADE SECTION 3-13 r CROSSWALK D TABLE. THESE VALUES ARE NOT APPLICABLE TO STREET CONNECTIONS. A a scuaRE L AVEL AREA 5' MIN. _ _ _ n n ourSUE Gl llinvELwnr 20' MIhMU'M FJR I I - IA �, T A f COC�MME C L �V R N_E >� INTERSECTION NOTES 0 ')ICED FOR N p/ SHALL 0E ARO � N1ALK `PAN t AR CROS PE UCUL SH3 THE MARKED C - 'R wI N f N TI N TH CROSSWALK WHEN CG -111_ USED FOR STP,tET ,0 VEC 0 J E AREA. 8. - `/ 'ROSSWALK NOTES. FOR GENERAL NOTES ON THE DETECLABLE WARNING SURFACE, �*T,S. Lex CONNECTION MUSE BE DESIGNED IN ACCORDANCE WITH CONSTRUCT R CHANGES ^:TAI A PARABOLIC: Ft UC GAD_ ES W CURVE. SEE E P G I r 1 P =. AA POLICY APPLICABLE RE UIREMENT_ E_ Bh E_ C � /SHTO POLI -Y AND THE A PLS B O r HE REQUIRE LENGTH OF A PA•kALLEL RAMP TYPICAL PLACEMENT z_I,.; OF THE VDOT ROAD DESIGN MANUAL, INCLUDING STOPPING IS LIMITED TO 15 FEET, REGARDLESS OF THE AT INTERSECTION SECTION A - A SIGHT DISTANCE AND K VALUE REQUIREMENTS. SLOPE. 9, OPTIONAL F! OVJLINE MAY REQUIRE WARPING OF A WITHIN CROSSWALK CURD PI RTI N OF SUTTER TO PROVIDE POSITIVE DRAINAGE )'BUFFER STRIP 4 ACRO HE INTERSECTION. \ - SiDEV(ALK B ALLOWABLE ENTRANCE GRADE CHANGES - v 5 hll,l DIAGONAL PLACEMENT �rz�T ., r _ l - GRADE CHANGE D DCSRABI F -_________J MAXIMUM HIGH MORE THAN 150,0 VPD MIN CLASS A3 MFDUJM 500-1500 VPD N 6 CONCRETE LESS THAN 500 `URD C`S LAN4EL AREA o \l\\ K\\\ OUTSIDE Of TRNV ELWAY AL O TSIDE f CFOS`W'AL SHALL DE FRONDED FOR y _ _ 1+ 4 SQUARE LANDING AREA .x OUT 'DE OF TRAY LWAY ED FOR SECTION C -C ENTRANCE VOLUME GRADE CHANGE D DCSRABI F -_________J MAXIMUM HIGH MORE THAN 150,0 VPD 0 % 3 MFDUJM 500-1500 VPD <- 3 % 6 LOVJ LESS THAN 500 `URD = 6 % 8 % PERPENDICULAR CRG5SW.N.K \ SHALL BE PRCVD WITHIN THE MARKED\\ PE PENDICULAR CROSS'W'ALK WITH BUFFER STRIP CROSSWALK AR -e A. CKC`�S'N''I-K WITHIN THE MARKED NOTE' ALLOWABLE ENTRANCE GRADE TALLIE IS TMF CROSSWALK AREA. APPLCA.BLE TO STREET CONNECTIONS SPECIFICATION SPECIFICATION `VDOT '��VDOT REFERENCE REFERENCE :ROAD AND BRIDGE STANDARDSCG-12 DETECTABLE WARNING SURFACE METHOD TREATMENT ROAD AND BRIDGE srarIDARDs REVISION DATE SHEET 3 OF .5 TYPE B (PARALLEL) APPLICATION 105 (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) 502 REVISION DATE SHEET 1 of 1 502 VIRGINIA DEPARTM NT CP TRANSPORTATION 07/15 20307 7/71 VIRGINIA DEPARTMENT OF TRANSPORTATION 203.04 5' or B' 121 4" 3000 PSI CONCRETE - 1- 1i s ` _I 1 I=: I I I=1 ! I=-_,._- jt STONE BASE — TYPICAL SIDEWALK SECTION, N.T.S. ,r l , : a F rAl THE FOLLOWING NOTES APPLY TO CG -6, CG -7, AND ROLL—TOP CURB: -- 1. CURB AND GUTTER MAY BE PRECAST OF CLASS A4 HYDRAULIC CEMENT CONCRETE OR urb CAST IN PLACE USING CLASS A-4 HYDRAULIC CEMENT CONCRETE. " rr 2. WHEN USED WITH STABILIZED, OPEN—GRADED DRAINAGE LAYERS, THE BOTTOM OF THE CURB AND GUTTER SHALL BE CONSTRUCTED PARALLEL TO THE SLOPE OF THE SUB—BASE COURSES AND TO THE DEPTH OF THE PAVEMENT BUT NOT LESS THAN THE THICKNESS SHOWN. ADT PLAN N.T.S. CALCULATIONS BASED ON IET TRIP GENERATION RATES (9TH EDITION) [L r - f V n �--1- nI "I r � t ,I ,} C O Z N O t � 'nC O i ' c) t ; 1 ? (JIcn - v 1 t 1 1' IV , Pq N. t 1WA. a \. co f� F (> CD , J, t ,t � \ �% tom/ .\� t � .... V \ ��LG \ . Jac,` ~`'`•,�`, .. .. \ ... '`\' ../` -' \/ r1 \ 1 � tl. n - K'. \ // / ` 4 •/+�� Ft \ CJI't .....;...... (b t cd� \ 'j... \ \ \ e \ �\ \\ \ ,. .. \ i CD ` / \� -7G \ \ \\ \ \ \ \\ 0 C4 -\, ;\ CA)'4 /`\ \ , N ;fit .. 0. \ 01 s \ .................. \ � 1 ✓ i 9 P / I ... .. i / I j ... ....j /; .. ... \\ / y E\ - f ! e q - c� - . I - I _ Q .J 1 Rr' - .. .............. ..... .........A....... j. _ . . . . . . . . . . . . . . . . . . . . . . . . . . . ..,�.� ... .— , i _nom^"''-\. } \\. JID A 0 A. rf f 1 C �r N r� v J 03 ~ 00 TH skim vie 000 J t ; " 1000 Jimmy L. ggart ole `i j.....) .. / Lic. o. . i AtE;q, r ,> c3 1 J I -I -I !� ' 30 1.. 30 6(��itr c- SCALE IN FEET J.41* .` , 0 d% REVISIONS DATE MAY 22 017 SCALE li 1 — 30' CONTOUR INTERVAL 2 FEET FILE NUMBER 6053 SHEET 6of6