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HomeMy WebLinkAboutSDP201700035 Plan - Submittal (First) Initial Site Plan 2017-05-22I/. SITE DATA OWNER / DEIVELOPER: TAX MAP PARCEL No. PARCEL AREA - ZONING: USE: BUILDING HEIGHT: SETBACKS: AREA SUMMARIES. LOT AREAS: GROSS RESIDENTIAL DENSITY. MAGISTERIAL DISTRICT.° STORMWATER MANAGEMENT. - WA TERSHED: ANAGEMENT°WATERSHED: TOPOGRAPHY: BENCHMARK. DATUM: CRITICAL SLOPES: FLOODPLAIN: 2005. MARCH MOUNTAIN PROPERTIES LLC CONTACT: DAVE BROCKMAN 1005 HEATHERCROFT CIRCLE, SUITE 400 _. --._.__ 2. -_.___ . CELL: (702)-985-9088 CROZET, VA 22932 EXISTING INDEX CONTOUR 3 dave©oldtrailvillage.com ROUDABUSH, GALE, & ASSOCIATES PROPOSED CONTOUR 20 914 MONTICELLO ROAD W -i-- EXISTING EDGE OF PAVEMENT EX. EP ... CHARLOTTESVILLE, VA. 22902 PROPOSED EDGE OF PAVEMENT E -------- (434)-977-0205 EXISTING CURB AND GUTTER EX C&G A PORTION OF 055EO-01-00-000A 1 PROPOSED CURB AND GUTTER =---_ _ CG -6__-= ---- - 12.02 ACRES W TRANSITION FROM CG -6 ROLL-TOP CG -6 ROLL-TOP =-----_..._............__.... NEIGHBORHOOD MODEL DISTRICT IN ACCORDANCE WITH PROFFERS OF ZMA 2015-00001 APPROVED FEBRUARY 1, 2016 SINGLE FAMILY ATTACHED UNITS EXISTING REDUCER � NOT TO EXCEED 4 STORIES 15" RCP PROPOSED REDUCER ---► W EXISTING SANITARY SEWER FRONT, SIDE & REAR: 5' HANDICAP RAMP (CG -12) FRONT MAXIMUM: 25' DENOTES LO ATION OF STD. VDOT CC 12AND JURISDICTIONAL PROPOSED SANITARY SEWER LOTS. 166,692 SF STANDARD h7AMP CONSTRUCTION PRIVATE ROW. ° 76,987 SF __ PARKING INDICATOR PUBLIC ROW: 0 SF INDICATES THE NUMBER OF TYPICAL PARKING SPACES OPEN SPACE .° 1,307 SF EASEMENT LINE - BENCHMARK LOT 1 2,577 SF LOT 24 4,595 SF LOT 2 1,583 SF LOT 25 3,924 SF LOT 3 1,644 SF LOT 26 4,056 SF LOT 4 1,553 SF LOT 27 4,485 SF LOT 5 1, 633 SF LOT 28 4, 433 SF LOT 6 7,614 SF LOT 29 3, 920 SF LOT 7 1,669 SF LOT 30 J,878 SF LOT 8 1, 633 SF LOT 31 4,468 SF LOT 9 1,599 SF LOT 32 4,682 SF LOT 10 1,665 SF LOT 33 4,275 SF LOT 11 1,569 SF LOT 34 4,269 SF LOT 12 1,592 SF LOT 35 3,850 SF LOT I3 1,598 SF LOT 36 3,850 SF LOT 14 1,568 SF LOT 37 5,853 SF LOT 15 1,627 SF LOT 38 5,148 SF LOT 16 1,533 SF LOT 39 4,826 SF LOT 17 1,950 SF LOT 40 5,837 SF 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 3.8 UNIT/ACRE WHITE HALL MAGISTERIAL DISTRICT AS DEFINED BY THE OVERALL STORMWATER MASTER PLAN, APPROVED 412512016 LICKINGHOLE CREEK LOUISA AERIAL SURVEYS, AUGUST 2012 ROUDABUSH GALE & ASSOC. TOPOGRAPHIC FIELD SURVEY FROM JUNE 2015 STORM SEWER INLET TOP = 695.13 VERTICAL - NAVD 88, HORIZONTAL - NAD 83 CRITICAL SLOPES EXIST WITHIN THE PROPERTY LIMITS, BUT OUTSIDE OF THE PROJECT LIMITS THIS PROJECT IS LOCATED WITHIN "ZONE X" AS SHOWN ON FLOOD INSURANCE RATE MAP. COMMUNITY PANEL NUMBER 510003C 0237 D. EFFECTIVE DATE: FEBRUARY 4. PARKING REQUIRED: TWO (2) PARKING SPACES FOR EVERY UNIT PLUS ONE (1) GUEST SPACE FOR FOUR (4) UNITS (46*2) + (4612)= 104 PARKING SPACES PARKING PROVIDED: 184 SPACES -(2) GARAGE SPACES PER (1) UNIT PLUS (1) GUEST SPACE PER (4) UNITS _EXISTING IMPERVIOUS AREA: 0 SF PROPOSED IMPERVIOUS AREA: 188,800 SF PROPOSED TURF AREA: J,34,791 SF LANDSCAPING: SEE LANDSCAPING PLAN FOR PLANTINGS, SCHEDULE AND SPECIFICATIONS, NOTES AND DETAILS LIGHTING: 1. ALL PROPOSED LIGHTING WILL NOT EXCEED 3,000 LUMENS. 2. EACH OUTDOOR LUMINARIES EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINARIES AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND FROM ADJACENT ROADS. J. ALL OUTDOOR LIGHTING SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT 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. ][a] I &A3 R&II 0 VICINITY MAP SCALE: 1'=1000 FEET THIS SITE IS NOT LOCATED WITHIN AN AGRICULTURAL -FORESTAL DISTRICT. GENERAL CONSTRUCTION NOTES FOR STREETS THIS SITE IS LOCATED WITHIN THE WATERSHED OF A PUBLIC WATER SUPPLY RESERVOIR. 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL 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 SUBMITTE=D TO THE COUNTY IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS TO VDOT FOR APPROVAL. 3. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBUIC 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 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 SHALL 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 ENITRANCES 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 VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. 11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE TO BE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. 12. VDOT STANDARD CD -1 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 INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. 14. INSPECTION & TESTING OF ALL ROADS DEDICATED FOR PUBLIC US SHALL BE C(OORDINATED WITH VDOT FOR ACCEPTANCE INTO THE STATE SYSTEM. 11 SHEET INDEX 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 I F�FNIn 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 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 STABILIZATION 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 SIGNS 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 INSTALLED IN LIEU OF CLASS III RCP, AND SHALL CONFORM TO AASHTO M294. 9. ALL EXCAVATION F(OR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR CONSTRUCTION INDUSTRY (29 CFR PART 1926). �r� 10. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED.-***-*' APPROVALS DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNING / ZONING ENGINEERING INSPECTIONS ARCHITECTUAL REVIEW BOARD DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIA. DEPARTMENT OF TRANSPORTATION V3 Jimmy L. Taggart Lic. No. IL 22841 �4v �S10NAL f!71t1 F �. W Z 04 �u Q. ® � °' a: Q rCW >® j C� >� Z co O JZ �C4 2� 4� = o .. � u. O 0� Wo OC CC U o kW z 64 r ua O z _ a. Lu REVISIONS FDATE M_AY 22, 2017 SCALE AS SHOWN CONTOUR INTERVAL FILE NUMBER 3053 I SHEET 1 of 6 EXISTING INTERMEDIATE CONTOUR _. --._.__ 2. -_.___ . PROPOSED TREE FP EXISTING INDEX CONTOUR 3 EXISTING WATERLINE W/ TEE _I PROPOSED CONTOUR 20 PROPOSED WATERLINE W/ TEE W -i-- EXISTING EDGE OF PAVEMENT EX. EP ... EXISTING FIRE HYDRANT PROPOSED EDGE OF PAVEMENT E -------- PROPOSED FIRE HYDRANT EXISTING CURB AND GUTTER EX C&G EXISTING WATER VALVE PROPOSED CURB AND GUTTER =---_ _ CG -6__-= ---- - PROPOSED WATER VALVE --® W TRANSITION FROM CG -6 ROLL-TOP CG -6 ROLL-TOP =-----_..._............__.... PROPOSED WATER METER EXISTING STORM SEWER . - EX -'` 15 RCP EXISTING REDUCER � PROPOSED STORMI SEWER 15" RCP PROPOSED REDUCER ---► W EXISTING SANITARY SEWER - - ... HANDICAP RAMP (CG -12) DENOTES LO ATION OF STD. VDOT CC 12AND JURISDICTIONAL PROPOSED SANITARY SEWER s STANDARD h7AMP CONSTRUCTION PROPERTY LINE __ PARKING INDICATOR 12 INDICATES THE NUMBER OF TYPICAL PARKING SPACES EASEMENT LINE - BENCHMARK CENTERLINE - LIMITS OF CLEARING AND/OR GRADING "'' CRITICAL SLOPE SLOPES TO BE SEEDED, MULCHED & TACKED EXISTING SPOT ELEVATION d 12.0 PROPOSED SPOT ELEVATION12.0 VEHICLES PER DAY COUNT TBD LIMITS OF DEMOLITION PROPOSED STREET NAME SIGN EXISTING FLOODPLAIN EXISTING SIGN -- - STREAM BUFFER PROPOSED SIGN -� EXISTING TREE DRIP LINE SANITARY MANHOLE IDENTIFIER 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 PLAN 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 STABILIZATION 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 SIGNS 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 INSTALLED IN LIEU OF CLASS III RCP, AND SHALL CONFORM TO AASHTO M294. 9. ALL EXCAVATION F(OR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR CONSTRUCTION INDUSTRY (29 CFR PART 1926). �r� 10. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED.-***-*' APPROVALS DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNING / ZONING ENGINEERING INSPECTIONS ARCHITECTUAL REVIEW BOARD DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIA. DEPARTMENT OF TRANSPORTATION V3 Jimmy L. Taggart Lic. No. IL 22841 �4v �S10NAL f!71t1 F �. W Z 04 �u Q. ® � °' a: Q rCW >® j C� >� Z co O JZ �C4 2� 4� = o .. � u. O 0� Wo OC CC U o kW z 64 r ua O z _ a. Lu REVISIONS FDATE M_AY 22, 2017 SCALE AS SHOWN CONTOUR INTERVAL FILE NUMBER 3053 I SHEET 1 of 6 FILE NUMBER 8058 SHEET 2 of 6 0 0 :) 0 J W, u 0 FILE NUMBER 8058 SHEET 2 of 6 REVISIONS DATE MAY 22, 2017 SCALE 1"=40' CONTOUR INTERVAL 2 FEET FILE NUMBER 8088 SHEET 4of6 STREET TREE REQUIREMENTS, NOTES & DETAILS STREET TREE CALCULATIONS - PROPOSED PRIVATE ST. 'A' 210 LINEAR i FEET OF ROAD FRONTAGE ® 1 TREE / 50 LINEAR FEET = 4.2 STREET TREES REQUIRED 5 STREET TREES PROVIDED STREET TREE CALCULATIONS - PROPOSED PRIVATE ALLEY 'B' -PRIVATE ST. 'D'- PRIVATE ALLEY 'C' 972 LINEAR c-EET OF ROAD FRONTAGE (9 1 TREE / 50 LINEAR FEET = 19.44 STREET TREES REQUIRED 20 STREET TREES PROVIDED STREET TREE CALCULATIONS - PROPOSED PRIVATE ST. 'E' 320 LINEAR EET OF ROAD FRONTAGE ® 1 TREE / 50 LINEAR FEET = 6.4 STREET TREES REQUIRED 7 STREET TREES PROVIDED STREET TREE CALCULATIONS - PROPOSED PRIVATE ST. 'F 462 LINEAR EET OF ROAD FRONTAGE ® 1 TREE / 50 LINEAR FEET = 9.24 STREET TREES REQUIRED 10 STREET TREES PROVIDED STREET TREE CALCULATIONS - PROPOSED PRIVATE ST. 'G' 1042 LINEAR EET OF ROAD FRONTAGE © 1 TREE / 50 LINEAR FEET = 20.84 STREET TREES REQUIRED 21 STREET TREES PROVIDED STREET TREE CALCULATIONS - PROPOSED PRIVATE ALLEY "H" 130 LINEAR EET OF ROAD FRONTAGE @ 1 TREE / 50 LINEAR FEET = 2.6 STREET TREES REQUIRED 3 STREET TREES PROVIDED SHREC MULCH III GALVANIZED --- GUY WIRE i 120` 2"X2" HARDWOOD STAKES MI -ROM STREET TREE NOTES & DETAILS NOTES & MINIMUM STANDARDS 1 , TREES SHOWN HEREON WERE SELECTED FROM ALBEMARLE COUNTY'S RECOMMENDED PLANT LIST. SUBSTITUTIONS MUST BE APPROVED BY THE ALBEMARLE COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT AND THE LANDSCAPE ARCHITECT. 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 PLANTED. 4E. TIMING OF INSTALLATION: ALL LANDSCAPING SHALL BE INSTALLED BY THE FIRST PLANTING SEASON FOLLOWING THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY WITHIN THE DEVELOPMENT, OR PHASE THEREOF. 5. ALL TREES TO BE PLANTED SHALL MEET THE SPECIFICATION OF THE AMERICAN ASSOCIATION OF NURSERYMEN. PLANTING SHALL BE DONE IN ACCORDANCE WITH EITHER THE STANDARDIZED LANDSCAPE SPECIFICATIONS JOINTLY ADOPTED BY THE VIRGINIA NURSERYMEN'S ASSOCIATION, THE VIRGINIA SOCIETY OF LANDSCAPE DESIGNERS OR THE VIRGINIA CHAPTER OF THE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS, OR THE ROAD AND BRIDGE SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION. 6. CONTRACTOR SHALL ASCERTAIN LOCATION OF ALL UTILITIES PRIOR TO EXCAVATION. PRIOR TO COMMENCING ANY WORK, CONTACT "MISS UTILITY" AT 1-800-552-7001. 7. ALL PLANT MATERIAL TO BE GUARANTEED DURING INSTALLATION AND UNTIL FINAL PROJECT ACCEPTANCE. ANY PLANT MATERIAL WHICH DIES, IS DAMAGED OR DISEASED, OR IS UNHEALTHY AND IN UNSIGHTLY CONDITION, OR OTHER CAUSES DUE TO CONTRACTOR'S NEGLIGENCE SHALL BE REPLACED IMMEDIATELY AT THE CONTRACTOR'S EXPENSE. 8. MAINTAINING AND REPLACING STREET TREES: ALL STREET TREES SHALL BE MAINTAINED IN A HEALTHY CONDITION BY THE HOMEOWNER'S ASSOCIATION AND REPLACED WHEN NECESSARY. REPLACEMENT MATERIAL SHALL COMPLY WITH THE APPROVED PLAN. 9. MAINTENANCE OF ALL TREES SHALL BE THE RESPONSIBILITY OF THE HOMEOWNER'S ASSOCIATION. 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 MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. EX. TREEUNE co v 05 6 � y ------------------ z z b t 1 gt 11 l lit N t/).�tj.." 1 z Tl rp ' c� 1 1 cn p 1�t } i .. F 1 1? t Z n1 tt 1 ,- W ttl t ��_ t t , i ' Coil .�y t CD 1 1 i \ - \ .. s \ ...........�.!� . y.2� -i. 1 .. ...f.. .. .... t. 4 / l \ f �7 \ %`- .. . r � r OD � ``t ✓✓" �� \ 4\\ \� t•'i �v, �J \ \ 0/ C.4) 1 111 \t, . N\ AA l w- P qA 9 i. r` �P�P� \ ......... \\ . >.h c9p9 / - - `� f 1 K ( 4 � t i i G9 -�_ .,,,i fir` A. ! _.. i I - f c ; .. ... . .... ............. .. _ \ N; .. �i i �.-+-----�'i"".'..-- ...'. -�/� `' - .. �•\ � � � �,ai�� �t1 it \ ' i %. 1 141r J %[ ■ { �1 ' N �j c� O f V. ,t .,.� ....I. 400 t I' V Op OD Now --- _000000 Jimmy L Taggart CA) f4 .l ieNo. - - -4. III .°�, 22841 �4 r . ..., D r*, l a� SIaNAL E ALLt _ ROW I o� SCALE 1' - 30 30 15 0 S ...... C EE 7 .j?r ........ r *4e oe K 60 REVISIONS DATE MAY 22, 2017 SCALE 1"=30' CONTOUR INTERVAL 2 FEET FILE NUMBER 3053 SWEET 5 Of 6 .. 04 ICK 4 s ' 0 ,► trt cc 04 ■I 58 61 1 . u. ` LL ' ,, CL Lu Iz-- ul * r i a. REVISIONS DATE MAY 22, 2017 SCALE 1"=30' CONTOUR INTERVAL 2 FEET FILE NUMBER 3053 SWEET 5 Of 6 4 31' PRIVATE R/W RAW IR/W SURFACE ROLLTOP 1.5" SM -9.5 HOLLTOP CURBCURB 1/4 1' 3 ' 1 .�-1/4 V 1/4' 1 – – - .7 a < 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. cc ae WTDTri OF ENTRANCE C 1 LIMITS OF PED. y LIMITS OF PED. ACCE`' ROUTE Q ACCESS ROUTE F n '-' NCN TRA ERSAf3LE UNPAVED SPACE ----"r? -- UPIPA`JED SPACE WIDTH OF ENTRANCE cZ LIMN"S OF PEO. bf I I_LAITS OF PED. ACCESS ROUTE lE _NON-7RA( FRSABLE 111 ACCESS ROUTESO E �^1. PEDESTRIAN ACCESS ROUTE DETAIL WITH & WITHOUT UNPAVED SPACE ADDITIONAL RICHT-CF-Ni AY IS REQUIRED IF THE OMITS OF PEDESTRIAN ACCESS ROUTE HE EXTEND BEYOND E XSIING OR PROPOSED VDCT RIGIJT Oi WT LH PEDESTRIAN ACCESS ROUTES PROVIDE A CONTINUOUS L UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING A L ACCESSIBLE ELEMENTS OF A F ACI, II Y THAT CAN BE, APPROACHED, ENTERED AND USED BY PEDESTRIANS IF ACCESS ROUTE IS ADJACENT TO BACK OF CURB MINIMUM WIDTH SiiOLLD BE 6'. SECTION F -F HALF PLAN C � IF PEDESTRIAN ACCESS ROUTES IZ ARE BEING PROVIDED, A MINIMUM ,} TRAVERSABLE WIDTH IS REQUIRED WITH A MAX. 24 CROSS SLOPE. WHEN USED IN (CONJUNCTION WITH STANDARD PARABOLIC CG -3 OR CG -7, THE CURB FACE ON THIS - AVED SIDEWALK - STANDARD IS TO BE ADJUSTED TO MATCH THE � CURVE MOUNTABLE CURB CONFIGURATION.SFAC'E SPACE NORMAL GUTTER —�--Urdf'- * M _ --_ * x M SECTION E -E r i \-- *-0% TO 10% CHANGE ` CLASS 13 (H.E S.) CONC. : J" ' `• cS AGER BF.SL T 'PE l: IZE SUB 12, Ir,/{X SLOPE �\ n SN POINT OF GRADE: CHANGE ry 15 G,. EOR CURB AND GULTER ONLY * � FOR SIDEWALK CURB .AND cu 1ER X M 12 % MAXIMUM INCREASE IN SLOPE AT MINIMUM 10' INTERVALS BUILT CONCURRENTLY x � x 3hAAXIMUM DECREASE IN SLOPE FOR FIRST 10' INTERVAL_ ANDSECiION C -C 8 D rMAXIMUVI DECREASE FOR SUCCEEDING MINIMUM 10' INTERVALS SECTION D -D SPECIFICATION REFERENCE I STANDARD ENTRANCE WIDTH OF ENTRANCE jVDE3T MORE THAN 1500 `OPD 6 12:1 IMAX J I ROAD AND BRIDGE STANDARDS V.1 EXISTING OR PROPOSED SHEET 1 OF 1 502 EXPANSION JOINT--- .- 5,0EWALK OR SUE'WALK SPACE 203.02 CG 12 � FOR FTAF-S SEE SHEET1 OF � D. I o LP 5'-c" MIN '1 F F L I 5MIN � EXPANSION JOINT ---- y WAX. y �s2 -A-_ AT � C r - 5' MIN p 7 1 bL4X. C "� \I - - q AN 20� —� 48 : 1 NIAX. w 1 (� z' MIN. Ii`1 -A z r SECTION A L K CURS INCLUDED IN ENTRANCE GUTTER V z � w „ \ zn SECTION B -B O FLOW LiAIE v I THE REQUIRED LENGTH OF 'A PARALLEL RAMP IS LIMITED TO 15 FEET, RC4 ARDLESS OF THE SLOPE. i O ENTRAP C E WIDTH s. !- EXPANSION JOINT DESIRABLE 'MINIMUM 16' ABSOLUTE MINIPAUM 12' I` EDGE OF PAVEMENT ACCESS ROUTE F n '-' NCN TRA ERSAf3LE UNPAVED SPACE ----"r? -- UPIPA`JED SPACE WIDTH OF ENTRANCE cZ LIMN"S OF PEO. bf I I_LAITS OF PED. ACCESS ROUTE lE _NON-7RA( FRSABLE 111 ACCESS ROUTESO E �^1. PEDESTRIAN ACCESS ROUTE DETAIL WITH & WITHOUT UNPAVED SPACE ADDITIONAL RICHT-CF-Ni AY IS REQUIRED IF THE OMITS OF PEDESTRIAN ACCESS ROUTE HE EXTEND BEYOND E XSIING OR PROPOSED VDCT RIGIJT Oi WT LH PEDESTRIAN ACCESS ROUTES PROVIDE A CONTINUOUS L UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING A L ACCESSIBLE ELEMENTS OF A F ACI, II Y THAT CAN BE, APPROACHED, ENTERED AND USED BY PEDESTRIANS IF ACCESS ROUTE IS ADJACENT TO BACK OF CURB MINIMUM WIDTH SiiOLLD BE 6'. SECTION F -F HALF PLAN C � IF PEDESTRIAN ACCESS ROUTES IZ ARE BEING PROVIDED, A MINIMUM ,} TRAVERSABLE WIDTH IS REQUIRED WITH A MAX. 24 CROSS SLOPE. WHEN USED IN (CONJUNCTION WITH STANDARD PARABOLIC CG -3 OR CG -7, THE CURB FACE ON THIS - AVED SIDEWALK - STANDARD IS TO BE ADJUSTED TO MATCH THE � CURVE MOUNTABLE CURB CONFIGURATION.SFAC'E SPACE NORMAL GUTTER —�--Urdf'- * M _ --_ * x M SECTION E -E r i \-- *-0% TO 10% CHANGE ` CLASS 13 (H.E S.) CONC. : J" ' `• cS AGER BF.SL T 'PE l: IZE SUB 12, Ir,/{X SLOPE �\ n SN POINT OF GRADE: CHANGE ry 15 G,. EOR CURB AND GULTER ONLY * � FOR SIDEWALK CURB .AND cu 1ER X M 12 % MAXIMUM INCREASE IN SLOPE AT MINIMUM 10' INTERVALS BUILT CONCURRENTLY x � x 3hAAXIMUM DECREASE IN SLOPE FOR FIRST 10' INTERVAL_ ANDSECiION C -C 8 D rMAXIMUVI DECREASE FOR SUCCEEDING MINIMUM 10' INTERVALS SECTION D -D SPECIFICATION REFERENCE I STANDARD ENTRANCE GUTTER jVDE3T MORE THAN 1500 `OPD 6 12:1 IMAX J I ROAD AND BRIDGE STANDARDS J REVlSZ111 DATE SHEET 1 OF 1 502 8 VIRGINIA DFPARTMEN,T OF TRANSPORTATION 6 07/75 203.02 CG 12 � FOR FTAF-S SEE SHEET1 OF � D. I 5'-c" MIN 10 �`�— 5MIN � -5 DOWELS, 8" LUNG -F-] PERMISSIBLE y WAX. y �s2 -A-_ AT � C r - 5' MIN CONSTRUCTION JOINT 7 1 bL4X. C "� \I - - q AN TYPE B PARALLEL APPLICATION I t"� r, 4 MORE THAN 1500 `OPD 6 12:1 IMAX J I I 500-1500 VPD J 2 LOVd LESS THAN 500 VPD 8 3 6 I __RAMP_._ (SEE TABLE) A (SEE TABLE) ---TRUNCATED DOMES - � FOR FTAF-S SEE SHEET1 OF � D. I 2 5'-c" MIN 10 SHAPE TO MATCH FACE 6 14 OF RUacWAr cur© i BACK OFCURB 48 + 1 MAX. 20� —� 48 : 1 NIAX. (� z' MIN. Ii`1 -A SECTION A - P2MISSIBLE / E K r � r C �NST'tUC.TI JN JOINT s r 0 n SECTION B -B NOTES: FOR GENERAL NOTES ON THE DETECTABLE W ARNINC SU RFACE SEE SHEET `OF 5. THE REQUIRED LENGTH OF 'A PARALLEL RAMP IS LIMITED TO 15 FEET, RC4 ARDLESS OF THE SLOPE. TYPE B PARALLEL APPLICATION ROADWAY GRADE IN PERCENT M;NIMUM RAMP LENGTH IN FEET 4" CURB 6" CURB r, 4 MORE THAN 1500 `OPD 6 ^ J I I 500-1500 VPD J 2 LOVd LESS THAN 500 VPD 8 3 6 9 4 8 2 $ 10 15 6 14 15 WiTH BUFFER STRIP � — v 01 f111X. . TIN A WITH BUFFER STRIP CROSSWALK TYPICAL PLACEMENT AT INTERSECTION WITHIN CROSSWALK BUFFER TRIP 8U E 5 WITHOUT r A K RJSSW L I I 'u" —4 BUFFER STRIP 5 SIDEWALK DIAGONAL PLACEMENT R/W 24' PRIVATE R/W L cI InCA('C R/W TYPICAL SECTION PRIVATE ALLEYS "B", "C", & "H" N.T.S. A Cc -12 PERMISSIBLE a crNV TRI F NOR MIN. I •r m r n � 101 ^yam 10,i N, 4 \ 1 . B MAX hAA',t I B 5' 5 J TRUNCATE DOME TYPICAL DESIGN A SEE SHEET i OF 5 FOR DETAILS 8'-0' Min. 4 0' Min BACK OF CUR; 7221 MAX. 481 MAX. _\ -� 4' ?_'MITT!. SECTION I --� SECTION A -Aa_ PERMISSIBLE 4' CONS ikUCT10N / JOP,T u TYPE A SECTION B -B WITH BUFFER STRIP NOTES: FOR GENERAL NOTES ON THE OFTFCTABLE WARNING SURFACE, SEE SHEET IOF 5 XIS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LANDING WIDE) REQUIRED AT TOP OF CURB RAMP. MINIMUM CURB RAXP LENGTH 8 FEET FOR NEW CONSTRUCTION.6 FEET FOR ALTERATIONS A 4' SQUARE LANDING _ /� A 4' SQUARE LANDING VIII AREA OUTSIDE OF --+,/^ AREA OUTSIDE OF "RAVELWAY SHALL TRAVLLWAY SI -ALL d II BE PROV,CED wirlHHN BE PROVIDED WITHIN `•y �i - `HC MARKED THE r,IARKED Ul CROSSWALK AREA A. A. (n I CROSSWALK RE --\ elf p J s `ILII J _ �v a n 2 fj CROSSWALK TYPICAL PLACEMENT CROSSWALK GO \ t o n -IT r �— i II lI TYPICAL PLACEMENT AT INTERSECTION CROSSWALK CROSSWALK AT INTERSECTION WITHIN CROSSWALK DIAGONAL PLACEMENT WITHIN CROSSWALK (WITH BUFFER STRIP) DIAGONAL PLACEMENT WITH BUFFER STRIP SPECIFICATION XV DOT REFERENCE CG -12 DETECTABLE WARNING SURFACE ROAD AND BRIDGE STANDARDS 105TYPE A (PERPENDICULAR) APPLICATION REVISION DATE SHEE1 2 OF 5 502 -' ---- VIRGINIA DEPARTMENT OF rRnNSPORTAnorJ 7/11 203.06 CG it NOTE WHEN A PEDESTRIAN ACCESS ROUTE CROSSES A COMERCIAL ENTRANCE THE CROSS SLOPE SHALL BE 2/ FOR f s I A 6 DTH OF 5 FEET 1 A NOTES REST APPROACH SAME SURFACING GENERAL E AL O ES (RADI'US TO BE AS n C{ C AS MAINLINE ROADWAY (SEE NOTE 3) SHOWN ON PLANS) ' v; I 1. WHEN USED IN CONJUNCTION WITH STANDARD CG -3 — _ — — _ _ ,K (RADIUS 10 BE AS OR CG 7 THE "'RB FACE ON THISSTANDARD IS TO SHOWN ON PLANS) BE ADJUSTED TO MATCH THE MOUNTABLE CURB ` CG -2 OR CG -6 CONFIGURAL ION. �-- — — — j 2, SEE STANDARD CC -12 FOR CURB RAMP DESIGN TO BE SIDEWALK USER WITH THIS STANDARD. ISIOEWALK (SEE T a UNPAVED SPACE NO E 5) C. 71GNAL in I FLU'h' LWE 3. MAINLINE PAVEMENT SHALL BE CONSTRUCTED TO THE _ R/W U`JE (EXCEPT AN ( SUBGRAOE ST 'BIL IZATIGN —. — ---- —r�-;----- REQUIRED FOR MAINLINE PAVEMENT WHICH CAN BE EXPANSION OMITTED IN THE ENT ANSE.) JOIN" I EXPANSION JSINT 4 RADIAL_ CURB OR COMBINATION CURB AND GUTTER ....."-- SHALL NOT BE CON STRUCTEDBEYOND THE R/W LINE NOTE WIDTH 'B" 2'-0" OR AS �c.✓ MAINLINE ROAC'NAY EXCEPT FOR REPLACEMENT PURPOSES. SHOWN ON TYPICAL SECTION A_ PLAN VIEW ENTRANCE NOTES 5, WHEN THEENTRANCE RADII CANNOT A"CON ACDATE THE TURNING REQUIREMENTS 0F ANTICIPATED HEAVY T RU CK MAINLINE ROADWAY `LOPE lrAFFIC THE DEPTH FOR SID EWAI< & CURB RAMPS - 10' PARABoi IC CURVE CEN FRANCE oN_Y) INITHIN T14E LIMITS OF THER ADISHGULD BE IN 11 E 5D J _ScEr + F 3F PAVEMENT JGR SIR r DECGaAMEAr rECONSTRUCTION 6 PLANS ARE TO INDICATE WHEN FLOW I (_ QE A OPTIONAL FLOW SEE LIVE a REO R TO PROVIDE POSITIVE DRAINAGE ACROSS THE ENTRANCE. MAINLINE ROADWAY OTE 7) 8% MAX X _ _ D 7 THE DESIRABLE AND MAXIM;LMI ENTRANCE GRACE CHANGES GRADE CHANGE- _ — - D ARE LISTED IN THE ALLOWABLE ENTRANCE GRADE D TABLE. THESE VALUES ARE NOT APPLICABLE TO STREET CONNECTIONS. Ll MIN . 20 dINMUM FOR COMMERCIAL ENTRANCE INTERSECTION NOTES 8. WHEN CG 11 lS USED FOR STREET COvNEIh`bTH E r^J"JCT GRADE CHANGES WITH A PARABOLIC CURVE. CONNECTION MUST BE DESIGNED IN ACCORDANCE 'ATH AASHTO POLICY AND THE APPLICABLE REQUIREMENTS OF THE VDOT ROAD DESIGN MANUAL, INCLUDING STOPPING SECTION A - A SIGN DISTANCE AND K VALUE REQUIREMENTS. 9. OPTIONAL Fi.OWLINF MAY RFQURE W'ARPIO, OF A PORTION OF GUTTER TO PROVIDE POSITIVE DRAINAGE ACROSS THE INTERSECTION. -� ALLOWABLE ENTRANCE GRADE CHANGES ..LASS A3 I a. MPi — o c, 17.L�1AX. (H E R _ �' A 5'SQUARF LANDING AREA ,N CJi SIDE OF TRAVELWAY A 4'SCJARE LANDINC AREA SECTION C -C WAIN _ STAT I_ BE PROV DED FOR OJTS'DE OF TRAVELWAY \ CRO PERPENDICULAR CROSSWALK .F SHALL BE PROVIDED FOR WITHIN INE MARKED PEkPEh1CICUi AR CROSSWALK WITH BUFFER STRIP CROSSWALK AREA CK055'N ALK HN THE MARKED NOTE ALLOWABLE ENTRANCE GRAOE TABLE IS NOT CROSSWALK AREA. APPLICABLE TO STREET CONNECTIONS sPECIfIc,AnoN SPECIFICATION ,VDOT V DDT REFERENCE REFERENCE ROAD AN, RIDGE STANDARDS CG -12 DETECTABLE WARNING SURFACE METHODJ TREATMENT ROAD AND BRIDGE STANDARDS SHEET 3 OF 5 REVISION DATE TYPE B (PARALLEL) APPLICATION 105 502 (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) REVISION DATE SHEET OF 1 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 07/15 20307 7/II VIRGINIA DEPARTMENT OF TRANSPORTATION .g 203.C4 5' or 8' loce 4" 3000 PSI CONCRETE { I^III I_I 1=11.I--1 I I-�-_-��•': �'�� .:�...�g � :•z',. �.. :� :�: : _l 1 I � , I l_I =1 I i I I_i=1 I I; , - ��.� ' g -�`' STONE BASE TYPICAL SIDEWALK SECTION - - N.T.S. �� li � �a'z�1�_� €tea f �t THE FOLLOWING OTC APPLY TO CG -6, CG -7, AND ROLL-TOP CURB: >' ;f "'_- , " - 1. CURB AND GUTTER MAY BE PRECAST OF CLASS A4 HYDRAULIC CEMENT CONCRETE OR SS A3 HYDRAULIC CEMENT CONCRETE R&-""'" t 0" � � �r ENTRANCE VOLUME GRAD_ CYA3VGE D 1, B 1 17 _ MAXIlA4U11 HIGH MORE THAN 1500 `OPD _p 0 3 Y MEDIUM I 500-1500 VPD PARALLEL TO THE SLOPE OF THE LOVd LESS THAN 500 VPD 56 0 8> CAST IN PLACE USING CLA 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) 14 on d 0 el V rn �� .. �pZN� t 1 \t t i \ N n u) ' 1t yrTl� TTI l }t _ 0 CA ,l \, . \ �q - _ ... . ��� - F - .. Y r V l 'F `, L I f \ �'J .�. f / A. �!/ .. \ .\, i I% ��' ... \ Y L d . . .. 1 . '/ - - ... VI %0 \ \ \ 03 _76)\ \1 t lyz \ CD \ \\, ca t 7\ f/'� X01 \ V d 9 t' I J U L \ 1 P 1 .. ` \ \ /// ..I i..... v .. .. .. .. ... Lu - - \ i I - J1 `\ /' \I 1 � l _- ,- , CA) , l F ! O iii I r. I - 9 d 9 .... .... S'. -0: lf `/. f. 1 : .... . . .. ..—....- .. .._ _. _ . - A Gi . . d 4 A _ v . . J N Z41 f Lli N 00 - R71r;fjfji\\\\\ Zi .4.* er ti G' lo . ,/ a l Ir '' 1 A. I .� 1--- D . L _ -- Q) Jimmy L. ggart , Lic. 0. 2 8� c r ................... -- -- �S I ONAL •i1a'b� i" sow 1 "24' R�Uw�I'' NOF { " 6 1 ,/ 30 1 30 SCALE IN FEET i r . . . #40 Jsr 'Y ✓�- � / '/ �/ � �\ � � moi,'•`,,/� � �' � � O�\ V p N� C 03 REVISIONS DATEr�y� MAY 22, 2017 SCALE 1"=30' CONTOUR INTERVAL 2 FEET FILE NUMBER 3053 SHEET $ of 5