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HomeMy WebLinkAboutSDP201600006 Plan - Approved Final Site Plan and Comps. 2016-08-16A SITE DATA OWNER / DEVELOPER: PLAN PREPARER.' TAX MAP PARCEL No ZONING: USE: MARCH MOUNTAIN PROPERTIES LLC CONTACT: DAVE BROCKMAN 1005 HEATHERCROFT CIRCLE, SUITE 100 OLD TRAIL VILLAGE CROZET VA, 22932 CELL: (702) -985-9088 dave@oldtrailvillage.com ROUDABUSH, GALE, &ASSOCIATES 0 LD TRAI L V1 LLAG E 914 MONTICELLO ROAD CHARLOTTESVILLE, VA. 22902 (434) -977-0205 A PORTION OF 055EO-01-00-000A1 NEIGHBORHOOD MODEL DISTRICT IN ACCORDANCE WITH PROFFERS OF ZMA-2015-00001 APPROVED ON FEBRUARY 10, 2016 BLOCKS 1 Op 16P 17 & 18 BLOCK 10: 25 SINGLE FAMILY ATTACHED UNITS BLOCK 16: 7 SINGLE FAMILY ATTACHED UNITS 24 SINGLE FAMILY DETACHED UNITS BLOCK 17: FINA SIT LAN 14 SINGLE FAMILY ATTACHED UNITS BLOCK 18: 20 SINGLE FAMILY ATTACHED UNITS BUILDING HEIGHT: NOT TO EXCEED 2.5 STORIES FOR SINGLE FAMILY DETACHED UNITS AREA NOT TO EXCEED 4.0 STORIES FOR SINGLE FAMILY ATTACHED UNITS SETBACKS: SINGLE FAMILY USE (BLOCKS 10, 16-18) : SINGLE FAMILY USE (BLOCK 30) : 0.00 FRONT SIDE REAR FRONT SIDE REAR 0.00 5'MIN. 5' MIN. 5' MIN. 7.5'MIIN. 7.5' MIN. 7.5' MIN. 0.00 25' MAX. 30 ' MAX. AREA SUMMARIES: SEE SHEET 2 LOT AREAS: SEE SHEET 2 GROSS RESIDENTIAL BLOCK 10 = 10.27 DWELLING UNITS PER ACRE DENSITY: BLOCK 16 = 4.73 DWELLING UNITS PER ACRE 0.00 BLOCK 17 = 5.66 DWELLING UNITS PER ACRE 0.00 BLOCK 18 = 5.95 DWELLING UNITS PER ACRE 0.00 BLOCK 30 = 3.76 DWELLING UNITS PER ACRE PROPOSED 427,900 S.F. IMPERVIOUS AREA: 16 PROPOSED 217,920 S.F. TURF AREA: 20/21 PARKING REQUIRED: 2 SPACES FOR EVERY SINGLE FAMILY DETACHED DWELLING = 2 x 37 = 74 SPACES 0.00 2 SPACES FOR EVERY SINGLE FAMILY ATTACHED DWELLING, PILUS 0.00 ONE (1) GUEST SPACE PER FOUR (4) UNITS SHALL BE PROVIDED = (2 x 66)+(0.25 x 66) = 148.5 SPACES 1.01 TOTAL SPACES REQUIRED = 74 + 149 = 223 SPACES PARKING PROVIDED. 202 SURFACE SPACES + 202 GARAGE SPACES = 404 SPACES PROVIDED 0.00 ADDITIONAL PARKING AVAILABLE ON THE PUBLIC ROADS = APPROX. 153 SPACES MAGISTERIAL DISTRICT. WHITE HALL MAGISTERIAL DISTRICT STORMWATER MANAGEMENT. AS DEFINED BY THE OVERALL STORMWA TER MASTER PLAN WATERSHED: LICKINGHOLE CREEK TOPOGRAPHY. LOUISA AERIAL SURVEYS, AUGUST 2012. LANDSCAPE NOTES & DETAILS/MAILBOX LOCATION MAP BLOCK 13B ROAD 6 UTILITY ASBUIL TS 11/24/2015. BLOCK 14 ROAD a UTILITY ASBUIL TS 04/24/2015. __ TOPOGRAPHY FIELD SURVEY 03/03/2015. DATUM: VERTICAL - NAVD 88, HORIZONTAL - NAD 83 CRITICAL SLOPES: NO CRITICAL SLOPES EXIST WITHIN THE PROJECT LIMITS. FLOODPLAIN: THIS PROJECT IS NOT LOCATED WITHIN FLOODPLAIN. LIMITS! AS SHOWN ON FLOOD INSURANCE RATE MAP. BENCHMARK COMMUNITY PANEL NUMBER 510006 0237 D. EFFECTIVE DATE: FEBRUARY 4. 2005 LANDSCAPING: SEE LANDSCAPING PLAN FOR PLANTINGS, SCHEDULE AND SPECIFICATIONS, NOTES AND DETAILS LIGHTING: 1. ALL PROPOSED LIGHTING WILL NOT EXCEED 3,000 LUMENWS. LIMITS OF CLEARING AND/OR GRADING"" 2. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL CRITICAL SLOPE SLOPES TO BE SEEDED, MULCHED & TACKED BE A FULL CUTOFF LUMANAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND FROM ADJACENT ROADS. 3. ALL OUTDOOR LIGHTING SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADIS. NO EVIDENCE OF A BURIAL SITE WAS FOUND ON THIS PORTION OF PARCEL Al. THE STREAM BUFFERS) SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PROTECTION ORDINANCE. THIS SITE IS NOT LOCATED WITHIN AN AGRICUL TUBAL -FORESTAL DISTRICT. THIS SITE IS LOCATED WITHIN THE WATERSHED OF A PUBLIC WATER SUPPLY RESERVOIR!. SITE PLAN APPROVAL IS DEPENDENT UPON THE APPROVAL OF THE OLD TRAIL STORMWATEiR MASTER PLAN AND STORMWATER MANAGEMENT PLANS FOR BLOCKS 10, 15, 17-18, & 30, WHICH WAS APIPROVED ON APRIL 25, 2016 POCKET PARK TABULATION BLOCK AREA 1A 0.00 1B & 1C 0.00 2 0.00 3A 0.00 3D 0.00 3D 0.00 4 0.00 12/15/31 A 0.00 10 0.00 11 0.00 13 0.32 14 0.37 16 0.66 17/18 0.15 20/21 0.00 23 0.00 27 0.00 28/29B/35A 1.01 29A 0.00 35 0.00 SHEET 16 TOTAL 2.51 NOTE: AT LEAST THREE (3) POCKET PARKS TOTALINJG AT LEAST 1.6 ACRES SHALL BE DEVELOPED THROUGHOUT OLD TRAIL VILLAGE. POCKET PARKS SHALL BE DISTRIBUTED THROUGHOUT THE DEVELOPMIENT AREA AS FOLLOWS: AT LEAST ONE POCKET PARK SHALL BE LOCATED AMONG BLOCKS 10, 13 AND 16; AT LEAST ONE POCKET PARK SHAUL BE LOCATED AMONG BLOCKS 11, 12, 14, 15, 17, 18, 20 AND 21; AT LEAST ONE POCKET PARK SHALL BE LOCATED AMONG BLOCKS 22, 23, 26, 27„ 28 AND 29. VICINITY MAP SCALE: 1"= 1000 FEET GENERAL CONSTRUCTION NOTES I. PRIOR TO ANY CONSTRUCTION WITHIIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD), A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDIOT). 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. B. 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 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. SHEET INDEX SHEET 1 ------ COVER SHEET SHEET 2 ------ OVERALL PLAN SHEET 3 ----- DEMOLITION & EXISTING CONDITIONS PLAN SHEET 4 ------ DEMOLITION & EXISTING CONDITIONS PLAN SHEET 5 - DEMOLITION & EXISTING CONDITIONS PLAN SHEET 6 ----- SITE LAYOUT PLAN SHEET 7 - SITE LAYOUT PLAN SHEET 8 --- SITE LAYOUT PLAN SHEET 9 GRADING PLAN SHEET 10 GRADING PLAN SHEET 11---- GRADING PLAN SHEET 12 OVERALL DRAINAGE MAP SHEET 13 TYPICAL SECTIONS, NOTES & DETAILS SHEET 14CONSTRUCTION NOTES & DETAILS SHEET 15 --LANDSCAPE PLAN SHEET 16 -LANDSCAPE PLAN SHEET 17 -LANDSCAPE PLAN SHEET 18 --- LANDSCAPE NOTES & DETAILS/MAILBOX LOCATION MAP LEGEND EXISTING INTERMEDIATE CONTOUR _: PROPOSED TREE SPOT ELEVATION EXISTING INDEX CONTOUR - --- - - - - - EXISTING WATERLINE W/ TEE _IW PROPOSED CONTOUR 20 PROPOSED WATERLINE W/ TEE W =+-- EXISTING EDGE OF PAVEMENT .......... EX. EP EXISTING FIRE HYDRANT gz � PROPOSED EDIGE OF PAVEMENT - EP------- PROPOSED FIRE HYDRANT EXISTING EXISTING CURS AND GUTTER EX C&G _.: EXISTING WATER VALVE � OU Wo PROPOSED CURB AND GUTTER--_==-CG-6 _ PROPOSED WATER VALVE W CG TRANSITION FROM CG -6 ROLL-TOP --- -6_i__ - ----- ROLL-TOP - PROPOSED WATER METER � EXISTING STORM SEWER EX.115 RCP EXISTING REDUCER � o J ? PROPOSED STiORM SEWER � 15" RCP .. - - - -- PROPOSED REDUCER -► W EXISTING SANIITARY SEWER N W Oac QM HANDICAP RAMP (CG -12) W DENOTES Lo ATION OF STD. VDOT CG -12 AND OR JURISDICTIONAL o LL PROPOSED SANITARY SEWER i STANDARD AMP CONSTRUCTION PROPERTY LINE __ PARKING INDICATOR 12 cc0� �o W CC rt Z� INDICATES THE NUMBER OF TYPICAL PARKING SPACES EASEMENT LINE - - - - BENCHMARK CENTERLINE - (� w LIMITS OF CLEARING AND/OR GRADING"" O W a CRITICAL SLOPE SLOPES TO BE SEEDED, MULCHED & TACKED WILLIAM J. LEDBETTER Lic. No. 1507-B `7 1-, I�� SURN- VEHICLES PER DAY COUNT PROPOSED STREET NAME SIGN EXISTING SIGN - - PROPOSED SIGN �- SANITARY MANHOLE IDENTIFIER O STORM DRAIN STRUCTURE IDENTIFIER 12 APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT EXISTING SPOT ELEVATION 02.0 PROPOSED SPOT ELEVATION +12.0 LIMITS OF DEV40LITION xxxxxxxx - EXISTING FL00)DPLAIN STREAM BUFFER gz � EXISTING TREE: DRIP LINE [L EXISTING TREE: (40 WILLIAM J. LEDBETTER Lic. No. 1507-B `7 1-, I�� SURN- VEHICLES PER DAY COUNT PROPOSED STREET NAME SIGN EXISTING SIGN - - PROPOSED SIGN �- SANITARY MANHOLE IDENTIFIER O STORM DRAIN STRUCTURE IDENTIFIER 12 APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNING / ZONING ENGINEERING A �. I V, 00 T INSPECTIONS wW = N c/) .-� �cl ARCHITECTUAL REVIEW BOARD N m � NQ DEPARTMENT OF FIRE RESCUE Z gz � ALBEMARLE COUNTY SERVICE AUTHORITY, O [L VA. DEPARTMENT OF TRANSPORTATION Q r W cc IJ (40 U i 11 A REVISIONS May 2, 2016 Per Comments June 8, 2016 Per Comments July 15, 2015 Per Comments DATE Jan. 25, 2016 SCALE AS SHOWN CONTOUR INTERVAL N/A U<�* c 0 wW 00 T wW = N c/) 0� Z N m � NQ Z Z W J O [L 0 Q r W cc IJ (40 W � OU Wo WJr}-� W< cc 00) cj)(-) Z wM Ja � o J ? UDL)Zm Q = tN rn .J 0.1M N W Oac QM .< LL W o LL LL �w w cc0� �o W CC rt Z� W CL LU M (� w O W a REVISIONS May 2, 2016 Per Comments June 8, 2016 Per Comments July 15, 2015 Per Comments DATE Jan. 25, 2016 SCALE AS SHOWN CONTOUR INTERVAL N/A FILE NUMBER 8053 SHEET 1 of 18 wW 00 T V 0� Z Z W J T [L 0 (40 W WJr}-� W< © cj)(-) %�U� OF- Ja W UDL)Zm .J 0.1M Q .< LL W FILE NUMBER 8053 SHEET 1 of 18 00. AREA SUMMARIES: BLOCK 10: LOTS 1.371 Ac. OPEN SPACE 0.000 Ac. PUBLIC R -O -W 0.831 Ac. PRIVATE R -O -W 0.233 Ac. TOTAL AREA 2.434 Ac BLOCK 18: LOTS 2.381 Ac. POCKET PARK 0.153 Ac. PUBLIC R -O -W 0.445 Ac. PRIVATE R -O -W 0.383 Ac. BLOCK 16: LOTS 3.480 Ac. POCKET PARK 0.664 Ac. PUBLIC R -O -W 2.116 Ac. PRIVATE R -O -W 0.294 Ac. TOTAL AREA 6.554 Ac BLOCK 17: LOTS 1.511 Ac. OPEN SPACE 0.259 Ac. PUBLIC R -O -W 0.429 Ac. PRIVATE R -O -W 0.276 Ac. TOTAL AREA 2.475 Ac. TOTAL AREA 3.362 Ac. LOT AREAS: MINIMUM LOT SIZE FOR SINGLE FAMILY DETACHED IS 5,500 S.F. (BLOCK 10) MINIMUM LOT SIZE FOR SINGLE FAMILY DETACHED IS 4,000 S.F. (BLOCKS 16, 17 C 18) BLOCK 10: LOT SQUARE FOOTAGE 1 2733 2 1525 3 2069 4 2196 5 1821 6 2197 7 2073 8 1541 9 3254 10 5196 11 1980 12 1980 13 1890 14 2430 15 1980 16 1980 17 2890 18 2430 19 1980 20 1980 21 1890 22 2430 23 1980 24 1980 25 6315 BLOCK 16: LOT SQUARE FOOTAGE 1 6511 2 5761 3 5761 4 5761 5 5751 6 5757 7 5757 8 6212 9 4763 10 4595 11 5293 12 4595 13 5293 14 4595 15 5293 16 4595 17 5271 18 5516 19 4716 20 5378 21 4696 22 3813 23 3238 24 3238 25 3813 26 3838 27 3238 28 3813 29 4696 30 5400 31 4646 BLOCK 17: LOT SQUARE FOOTAGE 1 5837 2 4693 3 4699 4 4699 5 4699 6 4699 7 5790 8 4591 9 4096 10 4096 11 4096 12 4096 13 4096 14 5654 BLOCK 18: LOT SQUARE FOOTAGE 15 5228 16 4346 17 4165 18 4164 19 4505 20 5800 21 4330 22 5199 23 4403 24 4899 25 6539 26 7135 27 5408 28 5408 29 5367 30 6367 31 5149 32 4705 33 4710 34 5898 AFFORDABLE UNITS: 16 AFFORDABLE UNITS PROVIDED 4 AFFORDABLE UNITS IN BLOCK 10: LOTS 13, 17, 21 C 25 6 AFFORDABLE ACCESSORY UNITS IN BLOCK 16: LOTS 2, 4, 7, 9, 16 21 4 AFFORDABLE ACCESSORY UNITS IN BLOCK I7: LOTS 7, 8, 9 C 14 2 AFFORDABLE ACCESSORY UNITS IN BLOCK 18: LOTS 19 C 22 DEVELOPMENT CHART y � y •y � y y L i G 5�/ CREEK , SH.EETS , 6 & 9 PHASE 1 P� BLOCK AREA (AC) NON-RESIDENTIAL AREA (SQ. FT.) RETAIL AREA (SQ. FT.) i Ir- a O i cc RESIDENTIAL UNITS (1) wW z GROSS S.F. S.F. TOWN CONDO / RESIDENTIA DETACHED ATTACHE HOUSE APARTMENT TOTAL UNITS L DENSITY UNITS D UNITS UNITS UNITS (DU/AC) MARKET RATE UNITS AFFORDABLE UNITS TOTAL AFFORDABLE UNITS TOTAL #o MARKET RATE UNITS / OF TOTAL UNITS REQUIRED FOR AFFORDABL SALE E FOR RENT ACCESSORY APARTMENT S TOTAL NUMBER OF UNITS % OF TOTAL BANKED TOTAL COMPLETE UNITS UNITS D UNITS 1A 2.17 24,231 10,855 0 0 0 38 38 17.5 31 82% 6 0 7 0 7 18% 1 '.7 113 & 3C 2.74 28,731 14,500 0 0 19 30 49 17.9 39 80% 7 0 8 0 8 16% 1 l0 2 4.9 46,029 0 0 0 0 0 0 0.0 0 0% 0 0 0 0 0 0% 0 l0 3A 0W 2,500 0 0 0 0 0 1 0 25 0 0 0 25 4.1 0 0% 0 0 0 0 0 0% 0 t0 3B 6.8 1 0 0 19 76% 4 6 0 0 6 24% 2 6 3D 1 0 0 3 0 1 0 0 3 3 100% 0 0 0 0 0 0% (0) 0 4 3.1 4,500 4,500 0 10 18 8 36 11.7 28 78% 5 8 0 0 8 22% 3 B 12/15/31A 5.1 0 0 30 7 12 9 58 11.4 43 74% 9 6 0 9 15 26% 6 0 10/16/17/18/30 18.33 0 0 38 41 25 0 104 5.7 21 20% 16 0 0 16 16 15% 0 0 11 2.7 0 0 4 11 17 0 32 11.7 27 84% 5 5 0 0 5 16% 0 3 13 3.7 3,000 0 29 0 0 0 29 7.9 29 100% 4 0 0 0 0 0% (4) 0 14 4.4 0 0 20 0 0 0 20 4.5 20 100% 3 0 0 0 0 0% (3) 0 20121 5.4 1 360 0 0 0 0 0 0 0.0 0 0% 0 0 0 0 0 0% 0 0 23 3.4 0 0 0 13 0 0 13 3.8 13 100% 2 0 0 0 0 0% (2) 0 27 3.16 0 0 9 0 16 8 33 10.4 25 76% 5 0 0 8 8 24% 3 0 28/2913/35A 7.9 0 0 32 0 0 0 32 4.1 32 100% 5 0 0 0 0 0% (5) 0 29A 1.7 0 0 6 0 0 0 6 3.5 1 6 100% 1 0 0 0 0 b% (1) 0 35 1 1.9 0 1 0 7 0 0 0 7 3.7 7 100% 1 0 0 1 0 0 0% 1 (1) 0 TOTAL 1 62.8 1 109,351 1 29,855 178 82 132 93 485 7.7 343 71% 1 73 1 25 15 1 33 1 73 1 15% 1 0 24 % UI- 1U IAL At-rUNUAbLt UIVI IJ 34.L% LU. S% 45. L% Nt I bANKtU U UNITS AVAILABLE INote: Block `Total quanity of accessory units might change with addition of other types of affordable units on future phases. IL POND SHEET' 5,8 & 11 7DS_1 SCALE 1" = 100' 100 50 0 100 200 SCALE IN FEET Tx of J>j� U�Y ,t WILLIAM J. LEDBETTER Lic. No. 1507-8 ffio�D -N SUR4E��% PHASE h i i Ir- a O i cc PHASE,_ wW z = N 0 Q Z PHASE y1 31, go _i '- 0 cc Z Q CcW cc@ W W >I-Y<W OU >o cc Q POND SHEET' 5,8 & 11 7DS_1 SCALE 1" = 100' 100 50 0 100 200 SCALE IN FEET Tx of J>j� U�Y ,t WILLIAM J. LEDBETTER Lic. No. 1507-8 ffio�D -N SUR4E��% PHASE h i i Ir- a O cc PHASE,_ wW z = N 0 Q Z PHASE y1 31, go _i 3 :.. __., V T ' 'jv 1/10 „Q' 00'' _. �0; O REVISIONS May 2, 2016 Per Comments June 6, 2016 Per Comments DATE Jan. 25, 2016 SCALE 1"=100' CONTOUR INTERVAL 2 FOOT i i Ir- a O cc A S C) W wW z = N 0 Q Z 0(° � Nm NQ go _i '- 0 cc Z Q CcW cc@ W W >I-Y<W OU >o cc Q 00 Q. Z J z M Q Z 0(0 W Q Q Q UQ ow J� �NCc i \ Z� LN Urn ; r z O N a co t•iyL Z LO CO2(0 w V o cc0 LU cc cc aW I= o N 2 c W 0W O a. REVISIONS May 2, 2016 Per Comments June 6, 2016 Per Comments DATE Jan. 25, 2016 SCALE 1"=100' CONTOUR INTERVAL 2 FOOT FILE NUMBER 8053 SHEET 2ofi18 W00 Ir- A S C) W z Q W _i '- Z J �(� w: `�, T" ��j� V l W W >I-Y<W V, J cc Q 00 M 0.j O LL Q W i FILE NUMBER 8053 SHEET 2ofi18 REVISIONS May 2, 2016 Per Comments June 6, 2016 Per Comments DATE Jan. 25, 2016 SCALE 1"=30' CONTOUR INTERVAL 2 FOOT ------------------------------- • a w 0� z wLl� 0 Nz 0 c)= Z 0(0 4) Nm NQ q TZ Z z (� ,. C7 � ® Cc LU 2 @5 a Z OU Wo Z rJ � Q. :z 0 tib J wJ 0 T' W V, `j Z 08 —QCJ W OC', Q Z 0 = U�to � O o MN J � � W O LLQ co w � W LL O J O W � a W F-- 0 ON �t w 09 Z a %O REVISIONS May 2, 2016 Per Comments June 6, 2016 Per Comments DATE Jan. 25, 2016 SCALE 1"=30' CONTOUR INTERVAL 2 FOOT ------------------------------- FILE NUMBER 8053 SHEET 3of18 z 0 00 '' II'' '' ® L�L.1 TZ z (� z O a C`3Jr�> Ccz 00 0 T' V r W W (+� °6 J Q W z��zQ O —J �O� O LL J � 0 2 W 0 FILE NUMBER 8053 SHEET 3of18 PLAT RECORDED La D.B. 4257 PP. 377-388 SCALE I" = 30' 30 15 0 30 60 SCALE IN FEET REVISIONS May 2, 2016 Per Comments June 6, 2016 Per Comments DATE Jan. 25,2016 SCALE 1"=30' CONTOUR INTERVAL 2 FOOT z 0 00 Z 06 z 0 z CL z > (0 1r �. Z .j " U) 0 0 U) 1) w —i W cz w Z ZM O.j 0: . < p 0 U. J 0 2 W FILE NUMBER 8053 7SHEET 4 of 18 O 7: U) CL go f a cr Cc LQ @) OU o cf,g rL Z �Z W2 UQ r W 0 N Cc Q < to 3: LUO� N cr Cc Q)0 0 LL Uj cf LL (W ) rz0> Cc p 9 Z N 4W —201 Q 15 MUj Uj 0 LU Z 0 :c a. % REVISIONS May 2, 2016 Per Comments June 6, 2016 Per Comments DATE Jan. 25,2016 SCALE 1"=30' CONTOUR INTERVAL 2 FOOT z 0 00 Z 06 z 0 z CL z > (0 1r �. Z .j " U) 0 0 U) 1) w —i W cz w Z ZM O.j 0: . < p 0 U. J 0 2 W FILE NUMBER 8053 7SHEET 4 of 18 ROBIN T. GARROD, EX. DRAINAGE E.Si✓,''T BEGIN REMOVAL & JOANN M. MCDERMID D. 4 705 PG 656" j t7 -'TOP OF . CURB EX TMP 55E-01-14-76 En.—... / �j . USE: RESIDENTIAL STRTET r �:u /38I ZONING: NMD SIGiJ - I REVISIONS May 2, 2016 Per Comments June 6, 2016 Per Comments DATE Jan. 25, 2016 SCALE 1"=30' CONTOUR INTERVAL 2 FOOT U) Z 0 00 owT— Z(1)06 Z O Q .J r °C 0 `_ n rM W �_J'�. 0 V J W W06� W Z�U Z - OJ O POU.J J m 0 2 W a FILE NUMBER 8053 SHEET 5of18 i a w � O wW Nr (A N m NQ Q= Z0 r Q (tW V Wo CL Q oco �d Z Q UQ w2 r -w V) J 08 - cm \ '` Z� N _LO (06) U LU rc � N a cf) CO 0 Uj cr 0 U. y/ Q) LL O� � W rc cc W W �o 0~ 2 It W Ow O REVISIONS May 2, 2016 Per Comments June 6, 2016 Per Comments DATE Jan. 25, 2016 SCALE 1"=30' CONTOUR INTERVAL 2 FOOT U) Z 0 00 owT— Z(1)06 Z O Q .J r °C 0 `_ n rM W �_J'�. 0 V J W W06� W Z�U Z - OJ O POU.J J m 0 2 W a FILE NUMBER 8053 SHEET 5of18 v„ ,)/ �\,��4 0 cp i . ". i I I i '0 1a r, 6 T'' � / /r.E X. f✓,4 ?mr ��t,'1'7. -- J 6/I j� \ o / , \ l r i ,____ \ 0 n I . h O " �pe / , , , -\ - S' \ \ 37, \ \ c, \ o I ( �\ \ 6., I I (� < \ \ - �-- / / I 12 ��' , o I \ sA \ \\ \ + A=60.1' I N / \ %--_ \\ 0 - I / _<�_ \\\ ! /c .Z�. I \ \ \ I \ \ �_ \\, Z \ moo. \ o p .) 0 5 - _ --- - ` - - _ _.- . X �- 4 / _� - _ '\\ I � / -/ \ \ F \ 1 \ \ \ \ \/ P ! l _._ -'R2L1 'SIGN .... 5+90.37 M1ROW CROSS STRE T ~.~.~~.~-._. `~' .� = m\ -7 3 �` / / / oma, / 1 3 O I \ rJ' \ i` - , _- ... '.37+00.. .. - - ,_ \ ,Q SCALE 1" = 30' 30 15 0 30 60 SCALE IN FEET Q3 Q, Co w� �I,TH OF o ' r� U � J CIO WILLIAM J. LEDBETTER a Lic. No. 1507-B < SURV��O� C A _ RnAn m iRVF DATA CURVE IARQ LENGTH RADIUS DELTA NGLE C1 194.03' 250.00' 44'28'04" C2 233.93' 253.00' 52'58'40" C3 497.54 308.00 92'33'20" C4 33.35 50.00 38'1318 C5 38.40 50.00 44'00 03 C6 55.35 245.00 13'07 56 C7 57.30' 250.00' 13'07'56" = E o I I / _ 14+31.23 BEECHEN LAN + -I , \ 3, \ \ � y' p 5' INTERSECTION ELEV.=670.46 `� - / ,� / l `� r / l 9, SIGN LEGEND \ \ \ $k .. .. .. .. .. .. _ s o 0 \`S' EP ��' i� .. ........R7-1 D.'.. STREET.. ... 00 ................� __ l tO o S, 2 PL TINt�. STRIPS �. �i a v i ��'" ... _ _ ....__R=290' ys '. SIGN \ / o / \ II / \ sz� O� O �; .-, , , : r, GG..... 65� - , A' SLGN, __... _ .._._.._.._.r Q ...... - .... ................... ...............:., / i \ F \ (2) 5 ONC. SID AL i �/ �.. .. _ :._-___ _ __ -- -- ­­_�_ \ ^} / 3 F�j yI {fig ` - T ... ..... CG -1.2B q 1 \ \O E \/ P i .. .. �,`� �� .�� _ - -- - -- - _� `"� R1=1 TYP: \ ` 6E / l l l ` 2 ; . PUS .. ,6 ... _ __ - -- ------ - - - - _ _- - -__ _ ... ... �.) ..... 11 \ / O �11 / .. .R2=1. 1 ....... o ` - _ J- --' --- 9---- 'r� PT7 CG,71 14.1GN ...... R� 2;� `� l I° d \ \ \ QG SIGN R7-1 'r -" ` 7' A=� 1' \`'tr SC7 \\\, \ y"� / �•F ksiR7-1 / 0 1 / / \ \ 4 \ _j . j / 'j r .. SIGN;0) - SIGN o o,... R 25' 1 Z I / cow 1 �` ' S1. �i � 2 1 A=51. \ I n I ! SIGN SIGN......'.. 1�\ X . q C / � / ` \ 0�\ / 280' .HSDi' 1 \-1L I I 1 \ \ \ F� /� / %� Q. �� o, SIGHT R7-1 I J' ` ;\\ R\.. . , , � \�\ , \\ / / \ h� P / `L1........ ' � /- 2.0 P � A=3.0'-''----� ,;}7T5"f.�`\ --Sl�ty.�- ,. � �.> �,`°.,2y�, ............ `3S �:�� ``\ '; I l I \ s' \ '\ !..... ............. .. o% (� \ \ _-�, (� Yo'�Sn-' .. \ •�'. .. 2 S XO ..... \ �z \ \ /.. / P S� =�C V y. ESM T \ /f..G.,�ro: i� q Q .... � \ I �/ i N( BAC v F �\ O �,i P .8 ` 9 I l i \`��, \ \ / G�/oQ f / ti 0 j X E C� O s Q \ - .1. \6 s ' .. .. \ ``� , / it I . % -- 2 , Na\ //. \ 11 ..... .. �\ I, ~r \ F \ / / j t5 \�\ 6`. ,,.. i' / \ .... .... R7-1� `\ // 1 rn , % �: .ti�j i ' v �_ \ s° 20'�RIVATC\ % �� i�'�. '' /. \ � sLcN .... ,� \\ I 6', / ��f. ... �' i � \ Q, ;0RAINAGE. // .....� .... /�. ``�\^ `�\ \\ ` en 1 \ \ .�, \ . / i `L�;\ � r'cr ,A \U6 V cs\ ESM°T�\ / / %f ... `..'..... \ \ \ . \ \ / VAR. WI D. MUTCD # DESCRIPTION REMARKS R1-1 "STOP" SIGN 30"X30" R2-1 "SPEED LIMIT 25 MPH" SIGN 24"X30" R7-1 "NO PARKING" SIGN 12"X18" W1 -1L LEFT TURN - ADVISORY SiGN 30"X30" W1 -1R RIGHT TURN - ADVISORY SIGN 30"X30" W13 -1P "20 MPH" - ADVISORY SIGN 18"X18" W1 -8L W1 -8R "CHEVRON ALIGNMENT" SIGNS 18"X24" / / / P� _u. C'\ � o'` ;,_ \ y�\ " ,� \\ .VAR.. WID. P�\ PUBLIC \ \ \ \ / "'\ifi \ / g DRAINAGE. U3 .. y . c^ / .. / \ ` NOTE: a I \ 0 ;J/... .. .<`/ YX'c_ t� C�\� /..220 '"" p0. f'/' i .\ �......... PFF�R�P \ �BLIC �.\ \ �` ALL SIGNS SHALL BE IN ACCORDANCE WITH THE CURRENT // I \ \ / / 4.. R7..1... / s J, � cs' . \ %�5 ;,f '-. \ . .. .i VAR. WIDTH SAN. "\ DRA NAGE.....: \ \ \ ESM T \ ti U �; r . ... v\ r' �' �, VERSION OF THE MUCTD AND THE VIRGINIA SUPPLEMENT TO THE 0 1 3 �� /, .. .. � SIGN. ^ „b. cs. �o� 0"" 6, �_1� `9 \ '. / .. .' I S W. ESM'T ~ \ ESM 1. \.\ "` . `�\ \ MUCTD 1 \ \ / .. //� . .. .. i �ij, �i�i tS tP �p cP I G N . o� " ' . `L�. �, P .. \ \ ... ✓' riS r \ \ �'1 .. .' . \ '\`, \ I Q \ 1 \ \ \ \ \ / ! , ...... .. o . //" � , \ on��0 b, i -i'.. ,\ \ . . , . / �j. ! \ `P v�� �' \ SIGHT DIST. \ 1 `; 9\ \ /� �`L I \ `� / , S... jFi� ^ R. ���\ v0 -< \ :I 0 /'. \ \ �� y0 0\ ESM'T I.�; `\ \ �s \ \ � i v \ 7 /, .. r tJ CS \ \ ...... 2 .�` Q. \ \ TREET ) \ \ i' o. /� s ��' o. o /. �. U) ,� y� � SIGN N 21 \` \` y/ 1 \S R \ / / I �I I o, / " �'O Off\ 6, ,� .,, \mac p I. . jc . � \ R7-1 r'cn -yO sOY O ') / i � ... 80 .4, � \ / Q) �s `'A S �'° 22./ /' / `%+1 {��'Y�L \ 2 � \ SIGN �� s y �. ' \ \\ / 1 \ �ts \ �/ IIJ.. ,^/ I CO �V�' \ �. ''�' ./ Q`Y-Y' , \` /jOP\ tP\�` •� / i %' .!\ /`l, ., `\\ \` V �'.'` I I F a .... .... T R7-1 0 0 / G�\ \ .... P s.\ y� (----I--�%\ ti. 4.5' \. oo \ \ \\� I \ p N / / \ rn SIGN.. 2 , \ 6. .. ����i-''� �s \2 % ; = I ao a Top �� r.. o , / v� 2 2 E� \ o o. / "\ `�' \ a 6' J6 \ �1 Q o i �° % y s //�\ '\ .... �.. -.. / Q/p r' / /'. R1-1 . \ li pD \ �'y P� �2 /4rn % '.... ox .... 11 <'0 ' . . . � \' / j FLS � �'\ \`ro . ZN � // 2 SIGN `11 \ \ 1 cr 40 1 N' �' /' i /L� �......... \ Z .� / /.. 5.' .... �.. �.\ z>. \ \ �\ 0 i� -1 �4+03.89 GOLF DRIVE / I. I.R_2 \. :\\ \\ CL i N \ g ;........ " � / ` \ , �,, s �\ J i - 0 R7 1 5 \ \ 6 , , .. ................ 1 SM \ \... '' .... . �y, -v O 2 . =15+81.51 ADLERSGATE ROW .. ' \ \\ o \ /. -' o s i J SIGN -~ .` I \ / 1 -) s ' INTERSECTION ELEV.=666.31 R7-1 I \ i l f',' R7-1 f -,\ 2 ! . \ / \\ \ ' �P �� sr. yam\ Nn o ' s ii r� %' - SIGN '° \" "\ ,� I. a \ / ..... . SIGN " ,\ r`' \ R7-1 v' cS O Oa �i / �...i" �' \ \ 'r f /: i -r \ . ; i , 34+06.30 ROW CROSS STREET SIGH i s \ o, 2 - / a, \ \ \^ \ o DIST... / :: r SIGN - � y' o , / ,s:y" . S1GN L. \r:' \ \ =25+36.07 GOLF DRIVE i Q. F 9' > \ y TD. 12'.. t rn 1 \ / d /' % �� /ESM Y` �\ 9 / , = \..........\ \\ . op6`� U, ,, s O 0 1 \ ?-% I. \ \ \ .. \ 1\ INTERSECTION ELEV.=666.20 Y U \ \ i ; ,r . `�,, F o� ta\ �'C�\ os ` % i i % % \ ' C.� 9 ... \ I I O \ Q �/..... R1-1 .... \ �Q. P c U*1 y t9 ?j \ / , '. is j /<= " ... ..'\ i, I I SIGN.'.. 6 0. �. . / Q t<`, F` o , "......... _ = j .. \. r 2 \ �. i, ' 'kp 0� - 20 FC =F ;j �%`' O O /° / j CG..12 i' / \ \^< \ \ j . Ti �1 . Fz (�/ t� p cS , a i QO i / ai \ �\ O 11, f .. ... .. �� .-._...- i`' \ '�� i cS. �\ \ O. 9'' /`, /": �k )' /' % ' 67 �I \\., \ ,- �iy ^>\\ Q v 1 (( o S' -r... �/ SP . R7.=1 ��y �' �� �. J�` \ i o. /''" .. / / : �' A v u �.. �_ zr :--�.. .... GN '' / c\ '_\ % `` VAR. WID: Q y ° \ I LA / �i...... ,.ry 0...... pEs� SIGN.... °'cs v\`so, ES / / � gQEEd../..... �A,.f. �%� / PUBLIC A \` v �\. `\1^ ...'1'0. p rn �. P`x`i % 1 v� s , O o r i" G GN.. GG.. / \ \.. a\ 0. - y � 1- y 0 �7 5� = g SIGHT D1 11 . 0 1.4:5'\ l j.. �� 2 %C3 .. \ y NQ . n� o i pE ��. 4.5'.. I`v DRAINAGE. \ \ `: rn 8�\ \ \j � " I P I`. \'� s C�\o, S \,/ PGS /.� / �QN \5k�. ... ESM T DIST. \° `'`' p l 11 \`11 \ ESM'T.- I I 1 'r1. /. E T \ .. 1 i 2�..\\\ .. \ v y� o \2 5��g/ j / VAR W d IN AGE; .�- .. ,;= ��E � p\, F` PUBLIC ID ISI \\- \ \ °t. ID• DR% ua ...'. ... C4 i'' \, P 0 / � i R7-1. R 2 2 \ r ... C9. i . \ pF0 \ y cS pC\ /' / '' 'iJ /. R1-1 9 ¢ \. ,\ . \ \ VAR W I 1 \ 1 .... �i ... v. I __. `t ..\ PFF �s n \ o- o '`� \ \ ' F4/ /" / i/=,. - ; (� . SIGN .. ��' DRAINAG �."'. \ - r 1 C z . .. .. . % y ' S .. \.. SIGN , 40+ 57 OW ROSS STREET I; �. , s \ NQ\ Nn o / .. .. ' ! ; . 0 Q- I_ i j' /--::' -' i ' - \ :�\ ESM'T i �- �, ` 00 . :1 1^. ', Z ro =10+ 00 EEC N LANE j I .. .LTi .... . Jl�' : / ^ / .... .... 6 0 9 r . .. . I 1 j .... W . ..."4!` A 2� .. . •\ _ . C� �, O V i /%' / ko,3 .. / /; i /,i ��� \� . ..� \, \\ �r E 95 ` � \ g3.25 CJ p r INTERS• TION LEV.-676.58 + o.. . ,\ / y s \ o.- ` / / J 2� .. //' II \ 71 \ \ ; ... ( \ PG32 k_ CL N d ' \ I <r l j.... / a S ,REST\ '�i '� ,x. \'\ o. �� / / /- ;, / \ Q �� N ' \ \ M I ao I I .... SI�nI t� cS` j . ,/ G,'/' /' ° .i U 'p\ �i < 1 ` r} o n I j, �" tS• T�\o� % I ✓' i/'. R7-1 52/ o �,, --- ; , j � tj, W I o \ a I o , 1 I i� 0 y \ o / /; ; / .. .� � STREET `�, c°\ �, \ j' � �7~ t �, ' S \ I I N. �j �z. �`\, F o\At I -1 / i ,/� SIGN ! / SIGN O+�. Aja, / `n \ '+ �, i v� a S (. `r 7-1 \ J'A=20.7' �cS` n\ 9 '\ / / j / ..-: / ' ROLL-TOP TO \,d\ ' II \ \ \\'t`` ' �` vv I < :t I�n so \�Rsz•.\ I f... �, i.. IGN \ v�� y�\ �' \ Ji/; , 1. - X50..'.' 1�I.1 51GN i % / / \ 1 Q �'1 \ , �j ' CG -6 CURB , 1 Jco � �. �--, ... _ .. ,\ 0- O �� \ / / ,/ /' 28�....'. .i. /' TRANSITION (TYP.) 88 `1 .\ j' .....'.' } `, ` '+ Lei ! o I I 'n► 0 \ II ` ny Nc` o- ! G 11 N1 1 pC15+06• V , ,' �1 I u F' I of \ j�' `� ... �: �o % G.....' n f ,.( -. i it 20 .... �.; r� I z EX.. lv -ER EDj 'T, r 9J, l .... �.< 'I \ 0 �� / / \11 J /:��< R7_1. ( 1 VAR. WID. 8 j Q \ 1 ';+,1 '1 .. V11 DBISs71 PG 23 Z \ 1 .... I �1 I \ Q' ' .. 1 4 0. / i�kbD . SIGN. k0��o:... 1, �` PUBLIC R7_1 ''s 1. _\ L1'B 1445 PG' 187 I 1 / % 5' 1 DRAINAGE. J 1\ �- 0 \+ ' 1 II ` �. 5 ..14.5 1 li Ii I` S!G'' T - G \ t, \� ; SIGN 0. / �/ k ;%1 poi ESM'T �' �E 10 32' EP -EP DIST. - ! ... / � ��_ \ `+ ''06 Y 1+, \tt''. .... ..... �, A 1O Q� / / , 13 CK ca �, Y� 2 6' PLANTING STRIPS I ' ��­ i . .., I l ` / O`er.: `� .. CG 12. , I �' II gg.6' 1 11 N 7 S JBN 1 \ O , ESM'T j A i- / a. ` ) II a E i S10E , (2) 5 CONC. SIDEWALKS / I �' ``- . (TYP. \ a p6 _ \1 5 1 `'i I I ' I 1`.n 1 . y A=77.9' / °9� i- �+IO ��.` .. '� ! __ N � ' t�,o , a', ' , ) 1 ' . �\ i; � i'`. .. .11k - Q. p .. ,v °�' �. __� 16 EP EP , t \ y� r 1 .:.j .. . 1,. �. j STREET / /i; % / �'r.... pi j• / _.�-.. _� `�i' 1 `"� , C.1 1 1" O, i '1\ '1 ` \ I v t. I. �': ° , SIGN i -% i ' '' \'S .. is 1 �1 N m _ 1 1 \ rn t;v ! ~ A=21.9' S $� j:' LBG r ,/' -- /� �, i ,`.x, s 0 W/L t� 1 t 21 R2 1 1 cfl \r + " CG -12 i `%\..", / 5 --i -i, gp . '� ,`cam ..... E M'T 1 'N SIGN n , 1 ' /" / %:' ..'.'.'.+��kC� .. ' �A/° i 9\ $ ' S N ..... fl;,` , aD \ 1 1 ACCESSORY /' �\ +1 0 .. ..... , 1,\ - , 1 ' t \ R7-1'. P' / `% /� \ �� `... 4a ....'..CSI �` ' cv R7-1 \ ,,t l . 1 Q -r" o ,�,, E k i (J�\ID M MATCH EXIST /� `;.......\ ,\ i" , l / J,,<, +51'. v, 17 u� 0 +.. I I ao t, , ........ SIGN.' ` /;,,. ..... � , i' STREET Er li t -�ss' 100 +. ..... ,\ f { m CURB & \ I . , 4. .... ` \ 9 ', Q SIGN \ ' E 11 � ', \ i r o' i .. `\ \1. / /''` ° �' / SIGN ...:,'i, , \ V. X3'06 r.__,, ; ,, j 1 1 \ GUTTER \°•.` .:�� .. /_ 1 1.. . . \ Ln i to N 77' --.._.. , \ -u, M W R1-1 SIGN °� \ .; R .. �/ -'/ / 1 ;... ... ....', \ •-g.0 /� I .. ; 1 \ 20' W L- \ I I \ t '. t \ S. / 7.70 GOLF DRIVE <I \ ' E g \\ \. i ; , , : \ ; I � M v `\ ..... ......... .' rt / / 22+5 r \ ........t '', i3'p6 - C� 1 . i ESM T rn t \< 1 \ - i N �i 69.. ,� � =15+28.96 HIGHGATE ROW \, \ ... ...... `+ i N 77 E18� c5 'I. \ ` � W � \ I� o +\ / INTERSECTION ELEV.=671.51 M ', '`\ t t\ �\ �- S\- ' ,.' �' 22 ' \ 1 I` r . ��a�2 . ......a 14 5 ... / ` ' ,........ \ , \\ 5�- m \ .. it R7- 1 ',ti .. ..... \ 1 .. .. SO / // R7-1 \ \" I t+... ...; \ t�� 1 t w �{" SIGI`N 't . '. .. ` \ 1 O $ �'i� f. 87•'. ��.. 2aQ. N �. ; /i� SIGN ^� -�' � \ \ ' !, � '' ACC N � 4) .I i ;\ \S ,t t � PI 1 Up I / ; s . , .. ,% r '� I ,. , t I ' ESSORY Q �... \ ' E 100.0' D I t ' ', .. O ;t , '. ,1 r 1� ,�\ ,� 00.. ;Oh- 11 p6.7 ..... \ w\ \ ... 06" TA \ , . ; t , 1 S M ` �,. ... 93'' ok \��k �6" E _ 1 m 1 N 7TH _. A! t�... y \ N / N ,N 1 ��,n,.. N 00 I '10 /.`" �\: Zf.... . �. i , 17.13 _ EP, -EP 0 % , ;t } t , ,�, `+, ... a� �, I a� / . 5 9 N 2 PUNTING STRIPS o , i u'BLRCK 16 t . , I~, t N , o. �r \ E. W'T. .4 O \ f ' ' 1 f , 26 EP -EP i . ' 1 ` " IF � f 1 0 6� '.= k8 2) 6 PLANTING STRIP ( 1 ! i �` r r� , . "i U� S \ �: 1, .5' / ( __ --(2) 5 CONC. SIDEWALKS �: '\ 1 1 _ ' \\ i ` .. '` I N rn (2) 5 CONC. SIDEWALK � \ ', .. p ' o � - 1, \ . . i+ \ I � i m � , _ _ r. I' �� °� � � '1 1 t 11, � E 99.0' 1 `; . ,t �� \ 23 t; , ; , , � \ ' SIGN t, CG -12 cn d 1 ;�. a \ ---13'p6- i ''0 2 � \\ . .. . EX. w Sr\,1 , .. �' 1 ' , �- '-N 77• \I 'I. -� R7-1 0 0" i \ N ` \ I � STGY t �� 1 2 �` t i+0 �(ji ....'.1 �\ ° 1 �__ ,4 <i \ SIGN " E 10 p i C� w� O j / ` G( of ,, i , 7 t .. '\ 7' 13' 06 - ..A �C 1 t t - . t `' \ p` `� I C, \\ J N 1 ACCESSORY , \ 1 O :. i `1 - 1 (`, _ `; <1 1 , ,.... p .. 4� . ', \ ^' 1 ;' \" ---J I % / 14 \ y ... i>7 \ ``�j1� 'L[.11 t'+ , N 1 °`\+ 1 t ...`Z......... ; i j o 42+27.46 ROW CROSS STREET Z , o .. \ ;} , M ,r, t%l\ / ;, _ \ -19+87.90 GOLF DRIVE cn �_ I 1 �a•.' 1� ', t. 1 t `, �. / '/ \ INTERSEC ION ELEV.=676.3 S R2- i = '1':t . .n , I'� \ . I 11 00 . o T 7(A B) \ o , `+............N.... a 1 i,E�; Q' - ;t... L� `I i , ... 0 1 N ........ I 15 4 N o \ % ' / �� .>. / \'` i 5 - i \, .... SIGN X0.0 1 ...,,n. ......'I = , „ l V. 11 .. / \1.\ l - 1 1 \ . o 'i t Q''14 :13'06„ Y AT " 1, i '\.'.. .... 1 I I" 1. 1, 11 V c p,'' T \` �� 0. 1 1, i. t ` \ , / E g 1 ' N 1 \ 1 tL- w ' ..... . ,.. \.- `. f / �� ,\ �� e 11� ...... t \. _ -mak 771 / . '. i \ i 1 �\ U �! -=� USP, V \ , 1 .. i �,' < \ \ \ + \ \\ cv \ j. SO --,% PNo Ro ,25 I I'll\` \� ., ''1 " i` +, °1 +_ , .;__� \ '1\ y \ 0 L' UMP �Og L \ Ij \ u.l 1 /� \ \.'.. - s�� 100 ;' �4�. i '/ \ANIS NO 13 NTIF \ 'i ... _ ' 1 �#3 06 �m..� ' + ... 5'.. \' 4 // OE 55E� SIDE 1PhU \ . 5' . \\ -•7' �''. °1' \, \' o ', \ ^ .oi . ` , ' - -- N 77.1 � ".._ \ \ ,1 ! o', t ToR E: RE U: \\ .i1 1 ,, E 106 \ } .... �.. ..\ , \ d� ' '' d\''+ \}, \ oN SN, _l I 77'13 - Y \ . + ...... , i ;, \ i:. \ai1'' j v, \ . iii \ z , I�1. N \ 1 `\. D - `, . / \ \ \ ' , t �lr��� r L/ '? \ / �- ACCESSORY r\\ \ , / 7713 p6 `' \ L . `t \, ! R7-1 11 t''' '11 \`l \ 1' it O ` \ r,G 3 Y, L� \\ \\ ;',\ \ cn o ; ?f. \ \°A \ �- 't 1 ' .. SIGN \ \ 1 ,, \ '\ ._ \ \ \ \ \ i '' \ 4 CGr- (_ 0 ' PERT,26 \t C;, 4 Z �n ° t tt \ 1: Z '' \ _ \ ; \ \ / - - -' , " L RO OB 0 1 , Ly ,, i c9 , - . '', p0.0' \ 1 E \ DE N P 3 IPL 'O �\ p, '' I O \"< , �? ., '.E 1 D \ \ N.... \ 11 .r _ \ \ ER ,1 NT \\ 4 , 1 rn it'\. 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LL w In ::) cc 0> po UU cc cc 0 ti W} I- cL W � 0) \ Q � 4t LLIZ 8W � o a REVISIONS May 2, 2016 Per Comments June 6, 2016 Per (Comments DATE Jan. 25, 201+6 SCALE 1'° = 30' CONTOUR INTERVAL N/A W00 T' Z0 W Z ' = r i..L., a cr L� F- > ., W W 5; W -f J O r F- z _ 4)J O T' -0 � V D U J L w (- "i + Y Q it Q w - 0 U Zm J wJ O a . 0�LL 0 FILE NUMBER 81053 SHEET 6of18 -- - - - 5' \ \ / S c z N.. �m \ - -�/ \ \ 6� > I C z o � A r 06 0 v 'I► `� '� \`\ `\ / \ ' 9 f _ e o �' z -A \ -s - \' - \ \ w ,?' y 1 i n � '1 o v � o , / M'j a_ '\ SI � I l; 1 c U `p o r o\ G x / S PN S \ \\ \ d �- S �\,�d, \ z \A \ \ - ry- z c z \ - - /: - f� N z v c� = c> 19+37.03 UPLAND DRIVE EX: /J ,-i' C�� "�\ \ \'` o.\ \ O �c�. \ ` \ ��: p� Q� \, ,z c� _a, o \ -� =9+94.96 FIELDING RUN DRIVE - • \ - c� \ .• S 1 z c� o z z- z -p y INTERSECTION ELEV.=681.22(ASB) �\`� - --�\ 1 \ \ - 0 rn � ,c z \ o TIE INTO EXIST --. `� ` \`, - \d 1 r \, 4 0 c � \ o y �,z � EX. :. - � \ \ �Q -C% \ \ \ R7 1 \\ .` \ 1 o \ ,,c CURB' & GUTTER /''- 2 1� -/ \ — zzQ� y m ST,. ET /� 2 - e \ \ \ \`' �i• \� �` \ \SIGN 0���. �p \ �\ \ 0� , \ \ �\ �z� Z z ter, 18 1 \ \ r'' , k 1 5 `� \ u - 10+00.00 BYWARD STREET 6 \ -- \ \ \ .\ \o i Z y ,, �,; . 1 \ Z =8+53.06 FIELDING RUN DRIVE - ` \ YZ \ 06 r \ �\ 9 �, \ �\\\ INTERSECTION ELEV.=679.08(ASB)\ C19.1,37• '`� '" � --�� \ MATCH EXIST , / P \' '- \ \ \ p��,I c�. \\ : \ �. 1 cis\` \ \ \ \ \., u Od y 5Z \ 5 �. 14.5' <"',> - 1 1 J cS. \ \ i 16 � Oce \ , .' CURB &GUTTER / s - - c 1 \ \ - " \. i y STREET '��f 1 1 c'' `b�\ '\ �k \ ���. \ \' 6 �\\ ,�: BACK qe o \ ,g - o \ , Y. � At; l -,� T. (: SIGN S \ \ ,. \`\ \ A a' S '� - \�' ,•-• Q i� _ _ _ `% - ��- RBA e e v .\ \ ��./ c� / �` • R7-1 �, \ \, 1. IVr1 ! t 1 1 m n� \ \ \ dp%e' SIGN 61 . ' .' - f: h . '� J _ Yom" \``\` '`�, 1 T`` , ��.. : - \ r g ; t �,� G 1 \ ` \ �I Z c �" �1 1 1 1 R7-1 \ \ \ �� \ \ / �� R7-1 v ;T: `\ - 1 e 1 1 1 rn SIIGN \` \ \ .,\ 06' SIGN ! T �_� c.F - o SIGN c 1 Z W \ O \._ cls \ J�� L `2 4. a1 \ 1 \ \ r� < \ - i S- \ 1 N `�i , e 22+57.70 GOLF DRIVE ` : : \'o ,� 4' 9 c , X11 1 O ACCESSORY P \ , < \' O /• =15+28.96 HIGHGATE ROW I o d /� \ \. rC.>Pl 6 - , c9p. •P \ d L - - e 1 _ \'` Z o e' ` r %//. Z W 1 INTERSECTION ELEV.. 671.1 0 \ 7 \ ( a c 1 S'� 2 cn \� i' \ S(GI'v .' ` I 1 \ e 32 EPP 2 _ 1 \ R7-1 �: \ �: -22 \ 1 1 , 18 =- \ SAF. 2 6 PLANTIN S I S / o \ a \% / �/ ' e e 0 O / 3 SIGN r' ' + g 2 - I e w 1rn e X29' T ' '0 \ `' : \ \ - o T1 S .a / . ..l e • 1 3 (2) 5 CONC. SIDE LS A o o , EY•.. - ' o . P' �' e �s �~ \',, T0, / 6 � o 4 1 - \ o� 1 1 - �` �. 1 - w \ p r e _ s ` � �- 19 s ,. _ o _ 7 2 6 CANTING TRIPS - - -_ - ', R 1 P S 1 i• - v� ! i ACCESSORY e 1 [ , C 5 y �. SIGN . w < <'c ' ` 2 5 ONC. SIDEWALKS e -" 3 5 . u.t ) e e 1 0 2 n O -."." U 14:5': { rn - - R STREET \ \ A 0 \ ` R1 1 SIGN \ i I 1 - \ ,.� _. 1 - \ __ _ \ _. d 4 W e S - 14: 5 \ Q _ �� li r Iu °, � _ - V S' 1 - 6 \ 2 1 Irn _ _ _ _ C 0`, G- - - rn ' K _ _ ti ti` , '. 6 B P -( 1 e 1 cn E - - S - - , R1 1' SIG -2 S - N - ;6 0 tn _ �1 6 R , G� u F - - C )' : :, e 5' 0 �' e \ 4 , I - - 0 O �., , t r. . I d ,l 5 �>. _ x .. . �, i r. / 0 -2 I A r - '-00 - ! r �,5 \ \ `L ,cr r 1 t t; . I - R2-1.SIGN : 14. 5.9..5 y, _ k.': \ \ S v � \ y I 1 - R. = 0 0 R7. 1 \ G / /�_ 1 /J i `' J7 -� q 1 O' - �... l 1 �\ s 111 I , _ _ , o - 21 '\ I 1 /' / P _1 ACCESSORY " GG. \ R7 1 \ 00 SIGN STREET i - o� 54. _ _ - . _ _ B ;, - '�' SIGN �_ _ I 2 - O \\ 6: e - i . SPE 0 5 - N _ - 0 / _ G - __ v 1 E \ 1 :_ P r t i 5 - _ i - t. t 0 / _ - 2 ° _ 1 \ i _. + d w � / - 4 - - A-31.7' '�� _ 8 6 ti ,\ t _ , E 7 t I� R 1 - 2 1' t - \ 7 '� d 4 t - f�V t`- ATE. t t 0 rn \ I t i l l t � - -19. i - - A 1 ' rJ i \ D 1 E I = � \ i I , H , cn - `A' SI Y � i C - t - t T - �N A f , i _ _ t t. A�n� , 1 _ 0 5 ESM' t t N GGNN 20' W L - e i I \ F \ '\ i - - - VAR. WID. \' \ , 1. - o � _- j ,j i 0 1 IP , AI - 6 i A i P i r ES - i l� �7 - ELIC I _ =12.8 22 I N A I - - -� Imo,., �I � �I t I - I - _ I - \ 1. r1. � so Y t C G 12 A � - - - V Y - _.---- - :.=-���� AccEs R III I a i ,' - - M. f _ _ q DRAINAGE. \ \ \ cs� \ I I p : 'I i 1 _ - y- _ -! -^rte _ 6 •`Y-" K C \ 88 i C 1 0 \ ; �6 1 i i + .t - P I o c P \ \ E �: TYP. = QQ - S \ i' V - a�. i - E5M'T �i I 0 o ( 20' W L n', \ - - 5' V - � L +. N / S I I o. P o d I r 5 - _ 1 - - \�'\ \ t - I 1 F 0 P t _ 6 --sem" ESM i i 'l - Z it I o - -- 1 A �:I O' \ -1._ \ I o �` � i 2-1 S I I - e I t 2 - e '\ o _ i l: - i � - F I 1 I _ - e , 0 - N 2 _ 4: J I i \ - 1 i - - S v,_-' _ �� 23 \ � l I _ SI 5 GN 2 i - � i - ,I \ i I i 0 i - - I i = s i I �I a - 1 - \ Z 6 r '\ _ i i e _ E o_ \\: _ I 1 �- _ ! I _ I '5 -- 4 " O R7 1 \ S 0 '� F I - S i 0: q I SIGN 2': t _5 t Q _. 1 IGN I _. - R 7 1 D I _ i L G __ 1 1 R2 : : SI N : - E _ 1 H 1 1 C I i _ 0- A T T i - � 1 v A N ,�F. i t e o - - _� e 1 2 i �I Z 4''' I. _ (r1 I � _ a� - 1 w IGN 0 _ e - f 1: SIG I r _ R1 N t - , - 3 I _ 6- s ._ i , I ' t I -r 86.7 I 14.5' = \ o STREET \ \ \, `' ! i I i. 'S7 21 E l 21+33.16 UPLAND DRIVE = 6? 1 7 cs�l . I \ \ :p6 t i I I _--- �.i r S 04 - - I.- t' - = jl N 1 SIGN \ <J ` \ Z �_ -; L! .: I '.- o.I i I - 0+00.00 HIGHGATE ROW - 1I i v, I 82: _ _ - - - 6.4� -� 1 e e Ze e w_ 1 �1,,, a? cr \ i � \ 24 3.89 LF C�R14E I, t __ INTERSECTION ELEV.-674.01 - o w + k 15 I I I`ii ACCESSORY i i _____-__ I - j� JJ _ i 6 \ me 16 y e 1 e 0 \ 1; �, 0 15 1 DLERSGAT ROV% Iy 0 C� `" 1 INTER ECTIOn` ELEV.=6 5.31 I I I° 1 jI %., } 1 I I _, _ ._.__.._. I i I ! .1Q 1 _ " rte' / ~ 1 Ze 1 i 1 1 ACCESSORY 1 ,0 CA I ;V� 6� `\ I I I \`j N Yr- t t I i i I. I i 1: Y Y. "- �_ may"` 1 e - �' o ay `ti Q \ \ \ I p 1 I �.�{ - 1 _ _ _ JI 1 �1 1 5 1 �1 1 -1 1 P� 1 4: \ \ `\ S I t rl i i i ,''', < li \I l i s �L`' i _ 6 Y e 1 1 ZI 1 c,! 1 1 m 0 R7-'1 P�30 \. \ 0dli _____.___._: ➢? O 14 16 EP- \ VAR. WIDTH S d i I a ____ -�- A \II ?o I I. _ �/ rn 1 e 1 SIGN Ept \, j. \ \ \ t - L_ 3 u. v , 1 1 04'57' l 80.0 i i i .. V i f q 46 \ �\ � SEW. ESM Ia I S - - :I i I r- _ - i i o I ` ,I 1 3, e 1 ZI 1 '1 13 1 m 1 0 2 - �� \\ \ \ SI HT DIST. X - i `� 5 + A 18 6' CG=12D,\ I I i i i ----- --` i t i i I ,/ 1 \o 1 1 ACK 3 ..�9�t� {:TYP.): ;� >\ ESM'T I i `i . -- . t. 1 I i t cn I. i : STREET ` , e �1 1 1 SLTB - j26� \ \ \ Ji 1.4 I I D 1 e Ze 1 1 1 R7-1 BAR -�" , _ - R -, .% : ; ` \l\ \ \\ II i I :{ .i 7, I z I I ` SIGN e W fn �R _-46.4 \' is \° T 1 86 q 1 2 SIGN . - \> \1 N I '21" E _ J \ I 4'571 R7 1 l A \ \\ 0 1 t I' rn 16 ��-a 1 I cn I "- I. i -I--- ATTACHED I m t I SIGN 1 �1 \ 1 �e e e i -- - R1 1 7=1 \ �, ` 11 x. , _. .., �: t i --- 1� I I I : I i I 1 Z e U! 1 v e �' - - SIGN \ '\ \ SI N ,\ . i 3 \,jt1 �_ i R2-1 \`� 1 1 , _ _ ��.r# 0 s N } ` - - -tom + I. m I I ` I S 25 cfle e e - 1 - A=11.3' \\ \ ;`\ \ j _ _ _._ __ _, j I ' I I I ; i � i I 1 1 cn , N IGN ( ) �,,e \ , e � 1 .r.� ,-�` \ \ : \ \ e 1 T i ^ .w I N I I' I N �7 1 e �n 1 0: �- -' e \ �, I I w>'I i i : .y I t + :i I i `�. I� ,. + . �I, I o 1 0 1. 46 4 e i �- -BACK 1 VAR. WID.\\ a\ :STREET SIGN t 1 O �i _ 0.. 1 -- it ,:I o I ; �I �I 1 rn 1 1 e �`� . _ - . -R SBS \rn�' \�,, a ni i.: q- �0' _W. - i I i. C . , of 1 e J� `�,, A PUBLIC \ 1 ,� I I 1 %t 4 I ` c' o?i 1 1 . I ! f DIY �, 5 RB R7-1 1 \ .',`I c - / . _ Io - - i t -� _ .5 i _� 1 \ \ _, cn Est M'T 1 �^ Z DRAINAGE. `' y \ I',. z i S 04'57'21 E 80.0 j. i j !' R7-1 I ACCESSORY i 53 =' _ _.._. 1 J A,' V I �. - - e SfGN R7-1 \ s0 -- ' i I !- I. t; C7? I I 0 e -_- P, ESM'T _.._ I. i SIGN t I I . i pe e R7-1 e 2 . �prtE Q' . SIGN \ I ATTACHED I , I i • ` I e e SIG s' - _ = - _, a 1s , '1 -- I m i. II - 46.4 3Z 4 \ e e 1 R1- \ _ _ P -i 1 _.._._._ - 1 �'^ I _._- C::Z . - VAR. D. _ _ 'R_- f `` R� \. !"' 1 a 1 i' : . . . I I __ I R7 1 1 1 _ _ R7. '1: t ,. 1 rn \ i� 25. 1 - o I... 1 I . - I 20 WID. ED. �. ', -� SIGN s I N. CA S GN PRIVATE e T 7 L-__. -- i -- s L I - - '' \GNB SIGN:: t4 1 AR. \" SIGN r n r- . Q. PRIVATE �', -- ES. _ , \: - V WID. I I -1 I i T, _ i - D _ e We a \``,, _.`'- I I _ _.____ i - -- . E 86 DRAINA E. 5 N►PN _ _.,, VAR. WID. '] I i i I , 0457 21 DRAINAG 53 - ""��._ 25-- `i e J 1 o PUBLIC \ 1 / S - - I r I ESM'T 1 - :,� -`" PUB i i ` :�: - _ _ 1 1 °' ,, DRAINAGE. \ ?� LIC 1 j I 'O I __ _ ESM' ' ; ti; 1 Z `,t 1 i a, f �° 1 `;'I t � :i i,_ 1 I: �::oov .I ! ^! 1 = ;, s,,, 1 1 ESM'T U -DRAINAGE. `. O \i 4 _ ;� - ,; � 1 1 � 20 i � I I . _ __., __ __.__- I. _ �- _-6�M , ..�-i�rt '"-,1, \ � . � ',j �4,4 `\Z I\ t� _ 0 SIGHT � '� �-. : ESM'T z I 11 - _ , 1 S" II - SE , .y ;, ;t 1 rn cr �� A=19.1' ;A �O -i I I I \ - v \ SAN • _ �,._.."_ DIST. u 5.1V0 S cn �w�7 ! - 2Q ';,t 01 e / , LL,L cnl t y 111•. \\ �/ a., 1, ;- 1 e n� \� 3 - 1. ' cn 8 i I cn c' - _ - \ " 6, - ESM'T 14:5' OV I a .. 1 t"11 w '�_" 03H --I n _._ - - r-- Tl :I -\ 6 J -'\�. � 4, j c1 1 I - I --ir- I. \ , �' - , _- \ A- 48.9' / r a� n 1 0 �'� .._.___"_- tom' o O 8 i O I :�i'. i. Zto „ IT OI 1 I 1 _ 1.4 L 2 / ACCESSORY N v I '57 - e 4' o. m 04 cn I 2 ,, \ e o ,' I _ z i S I Pr _ 1 S t i W I � - � a In \� - i r .� 1 J ; f� , --I t'4 " I i 1' O _- I ,�, 1�, I NI � 1. RH=I SIGN i, ;! t ` r� - -% R7-1 4 r , -- r - 1 _.__. -- cn I ` I ob 14.5. �: ,\:, Z 1 s `,! rn v o 1 _ � , _.._._._ _I _ e,,"" ~ Y t"tj 0 22 v A-27.5' /� / �.. I . ! _-_._ I t _-- I _ - 1:._:_ _, , c� SIGN f I - 9 0 - t �7t I i I �' i ' 1 �' 1 e o' o / i - t\ 4 �' � i I Z 6/ I� 0: v 4 - 1 i 0`0 R7 �� ' e 1, %> I \ 3 Q' l I 1 1 O -G" i Li ''i 18 I SG I C� IN 1 l: iJ 'G I � t , I , w � 1 5' - i GN -L I '" -- SI 20' l z - i c� -'i' 1 i .q '�I I I - - o v 8 A 2 I i � ,ty -' �' I E' , O , 4 B " 7 S 'i `i f'- 1 6. 8 Z c� 4 1 �. S CIN -\ ;' 4' .' E e o ES$i 1" � 1 0 r -- I ' 9. I i '2 N rn 1 i' 0 i 5 \ 0 4 �2. 1 S R i S - - _ e `, W v I i' l t -, -._1 t a i '0 5' 0' , m E - H '1 � I a f --1 /> `Z` cn C i 1 4 - T A I _ A T t� � 1 I I' v '�4 o l �. O - O _ I To 1 �a' 1 ROLL- TO P c� - t i II 1 - i 1 I _ -- � - h' s rn _ o: ''�' ___ - 5 - �. I A I i^ 1 w. 1 22+75.99 UPLAN DRIV CG 6 CURB w_ n '" _ J - i a r 1 ,.._. �, _ - ""_ �- VI 10+00.00 ADLE SGATE ROW N -� 0 Y 38 ' -zZ XfO I i i I o: 1 1: t- I 1 TRANSITION (TYP.) o m "_ _ . 0 . t w .. 1 �' 26 �', ... _ _ 0 . _ _ I 1 2 , '.I INTERSECTION ELE .=66 .08 I: . . ,j o e i O i .- ___:_ __ 33k: �- I E -1 O + STREET / _.. i _.� I O: ZI We e O y \2 _ 4 j 3% \ \r1 i 7 I +, 0.0' I - .I - -- --i o. I SIGN e o 2 n , \ i _ - ' , % E 8 r l . I &1 � e rn Q v 0 S ""- _ _ _ .�T v i S 04'57'21. _ R7-1 ii ,I , I ' I I' I A=21.5' J \ 1 287 .� 0 1 1', ; 4 _ _ - ' ; \ ;i \ I ! I i :- I : 1 ,�- t. ! �\ OI\ p 32' _ _ - ,_ VAR. WID. � p SIGN I 1 \ r� e o t, v i r- A; - I CHE 1 6 t I CG- 2 w 1 Q ; _ _ �,, i '� ,\ ATTR I : :I 1 1 I I , 1 B 1 - \ - _ - - , I: 0 27 0 `, s R7-1 -" ;_ -j-' " 3aS 1 _ - R7T1 . is - r PUBLIC i MI R7 1 3' I =: TYP. _ N 00 DRAINAGE. �„ , I 2 EP -EP I ( ) 1 rn oe �`,, �" - y. P_ I SIGN Q , v o SIGN _ 32 _..J i t i I - 1 i - 1 - , - - _- 1 4ti 6J O - _ ' _'__- ci yr I 1 _ i 4G \ i \ I - _ _ 9 --- i -- I 30 a __ \ 3- 1 I I _ , i J I 'I SIGN 1 - - - _ \ V� _: I.. I Ii �Ii ACCESSORY i t _ -r I r o- ; . I w i ` �� Y - ED i' c� i •_-, - ,r - 6.7 i q e q' SIG . 2 - \/ \ 1 I - E 8 I cn it 1 1 , pE 7 TE 7 21 Q 32• _ - - �, - \ cn 20' PRIVA 04 5 % 1 3 1 1 O ~;._. M� i 5 sr 1 I � i . ,'� , ,� i 1. 1 ------- I ' i I . m' `,� •q ,� r•- --- _ -8 2 \ _�---�'� _ -�- - _ - '•0 •2, \ /_\i DRAINAGE i _-. m 1' `' ; - -- `" 1 - - n 1 I I N 1. IN ___ _..; -i I, (� I 1 e 1- 3$• �" Y OO. W \ } ESM'T I _�, .I a .. VAR. WID. _ <.,-"-___ _ 3Ak _ p- 4 13 �__--- _.._ _ _____________ { I I 1 _ _ _ _ _ _ _ _ _ S I _-. ! ` PUBLIC _ N - - 5 cp t - i --"_---� - 32 EP ZZ Z - -- i _ I - - EP i _ -3 0' - , _ I 7• - W _ IN 4 - ! _ i DRA AGE JT I°` 1 - `SD �, I I __.- - v : , 'H - 2 6 PLANTING STRIPS ' i' -tis "E BO.O I .mj,: t I ACCESSORY i �y ESM'T 1 / _ _ = ---- 2 _ _ - • u ---- �j i p4 57 21 I I I i _ _ _ - (2) 5 CONC. SIDEWALKS I S _ - -�- G) .1 I 4_. rn, A= 21.3' �' - _ _ �I .,I 1. % I .d ,� 0 I I _ _..___- 11 N: _ O - Qk I ,i - �; :{ �._ r- X 1 I4 0 : ,I I STREET - 3 - _ -" i -T- ~- \ - - 34+06.30 ROW CROSS 5TREE f _...__-- -T" IR+ .I VAR. WID. PUBLIC 1 i o SIGN - _ 1 ti_ T I I I - - I I rsr " _ ! I I _ _ _ \ I J - , R7 -j i' - , . �" \6_.--" -`_ - , . - -25+36.07 GOLF DRIVE i, . DRAINAGE ESM I `> 39 = - ('� C~" _ _„ 1 ` i. . R1-1 _ �fI_. - ` tRo _ INTERSECTION ELEV.=666.20 _I ;I i 1. t. . ��- i SIGN cn \ A� - - - \ 1 a I.I STREET SIGN SIGN L o. _ O.vV. I y 1 I f I \`I. - t 14 i \ _ c - a I EssoRY _ 1 t A-25.3' SD 5' : ' �,- - - I.I �l <1 ACC _ I ._-_._._._.__- 28O° H oO iJ--. 11. °I I .II i. t - 20' 1 I . ...\_ - - - - R, - y _- \ iI'p 1 /\ i I O. 1 % f'. + -- . . I _, '615 _!'' h `� R7-1 = \ \ ! inI'. 'j VAR. WID. PUBLIC \ -� - - _ I< cn \ I I � I I ! \ _ SIGN ".._" --- _ - _ v 1 j j DRAINAGE. ESM T - \ '`, � - i' 14.5'. ;5' 00 - -" '` :- _ - � e I �I' `II v . - - 28+ STD. 12' _ i. 1 _ ; i I I __..____._. lII - --__. F2Z-1 8 CG -9 `� - _ �� : r _ `. -� v 20 I I I I W1 -1R ' .p\. ::�.',__ l SIGN 5` "� _� ' , _ R2-1 SIGN -A ;,I �i°"i AND 6 _ R1-1 `�s; - - I I' I i I I W13 -1P _- _��_ ,ry SIGN: �-- . �."...-. -r , _ 1 = R7-1 i III i ry- ' R7=1 X 00 I� 4 - SIGN LEGEND Iz �` I i i I 99 = 2 �_ _ 1 �' o SI - ' I I I 6 _ - - = 14 5 SIGN t - " - _ - _ "SPEED LIMIT 25 MPH" SIGN 24"X30" i "NO PARKING" SIGN 12"X18" "~~(LOIS '�'�`9� " _ " LEFT TURN - ADVISORY SIGN R7-1- W1 -1R " -`" 30"X30" �d913 ,-- , , _ _ '_ ~'"` p0: SIGN i. r - - r `_ - v-, NOTE: ALL SIGNS SHALL BE IN ACCORDANCE WITH THE CURRENT _. U) V. 0 Q �W _-- - ,J Q Z =y ' - y � VERSION OF THE MUCTD AND THE VIRGINIA SUPPLEMENT TO THE 9 CLZ ; __-ll - �_ I - �,© MUCTD ��_ 32' : EP -EP -, _ - - " rw �6 GG 0. 5 0 - _ y:_ _ - -_ -. _ - - ''/, N1 I . . i .. 2. 2 LO �0) -> - W O L4 6 d' \�S� D �G_6"_"=- '` "� r _ - X26+43.43 ROW CROSS STREET \ 2g0 4'' 2S0 - ,_-' - �'' =14+.56.37 BYWARD STREET \ W - -.r - w INTERSECTION ELEV.=665.32 �/ 27+72.8 ROW CROSS STREET _ "x`'"` �''�- -_ =24+19.8 UPLAND DRIVE _."- �� Z INTERSECTIO% ELEV=668.13 \ _ =" -/ /�� I'' W --""" `J 0 `l, M 6 C,: �1 , O \9G,� \_\ �� '� MUTCD # DESCRIPTION REMARKS R1-1 "STOP" SIGN 30"X30" R2-1 "SPEED LIMIT 25 MPH" SIGN 24"X30" R7-1 "NO PARKING" SIGN 12"X18" W1 -1L LEFT TURN - ADVISORY SIGN 30"X30" W1 -1R RIGHT TURN - ADVISORY SIGN 30"X30" W13 -1P "20 MPH" - ADVISORY SIGN 18"X18" W1 -8L W1 -8R "CHEVRON ALIGNMENT" SIGNS 18"X24" Im nI� c,�r_ �Vrw� v L-sA�T i- f A C1_ --- -' ZI _ Ilts X955 F'G ,T - - vlI �? _ N \� _ �¢ htk o� �'� I (l ��� O �k j 'A `' ,�� i _ / , - U - 3q ii/ S Sul /JCr�y%� RnAn i_1IRVF nerd WILLIAM J. LEDBETTER D.B. 4257Ee0RDED @ PP• 377-38B Lic. No. 1507-B <��� SUR���O� SCALE 1" = 30' ��\ 30 15 0 30 60 k SCALE IN FEET - - - E C6 55.35' 241.50' 13'07'56" C7 57.30' 250.00' 13'07'56" C8 51.93' 1673.41' 1'46'41" C9 111.26 1673.41 3.48 34 C10 51.32' 238.00 12'2115 WILLIAM J. LEDBETTER D.B. 4257Ee0RDED @ PP• 377-38B Lic. No. 1507-B <��� SUR���O� SCALE 1" = 30' ��\ 30 15 0 30 60 k SCALE IN FEET REVISIONS May 2, 2016 Per Comments Julne 6, 2016 Per Comments DATE Jan. 25, 2016 SCALE 1i'=30' CONTOUR INTERVAL NA Wr 00 • u rr�� VJ W `� O U wW 4 Z� Z a� Z 0 Na O_,/�'� Q, 0 � 0) d a z p W _. U) V. 0 Q �W cc V ,J Q Z OU W o w � CLZ JZ Q O0 _J W4 co Z UQ rw "� . J Z 0� � N I Q1 z� 2 LO �0) W O L4 6 d' W �.> 0 � ('� O u_ W J w LLZ O� W� v04 I W � W Z� 0 r. I Z Q d' c') T W I'' W Z O REVISIONS May 2, 2016 Per Comments Julne 6, 2016 Per Comments DATE Jan. 25, 2016 SCALE 1i'=30' CONTOUR INTERVAL NA Wr 00 Z °'� Z a Z O D- J r (Q_ � - � 0 J `rr 7 Wz O_,/�'� Q, ", T p W _. U) q, iI I V) T. i-" W Y ,J Q ���vQ W (n JI 0J 0 co FILE NUMBER 8053 SHEET 7 of 18 i a w 0� wUj _ N Z 0 t0 00) N m � NQ Q. ?O 0 ac W > @) Z au >0 to a z J z oN w2 Z 01 r -w a dd 4z N Q� _u*) \ 20 �o N r� j a M V r CO OX W0 ow Z .J � L -LW � ac o > L)o W cc cc p r, 0 w z 0 WZ: O REVISIONS May 2, 2016 Per Comments June 6, 2016 Per Comments DATE Jan. 25, 2016 SCALE 1"=30' CONTOUR INTERVAL 2 FOOT FILE NUMBER 8053 SHEET 11 of 18 co T V Z Z Q Z — CL> co W {� J �-- z z— —� O —0 ww OT �J Q zm W .J O.J C — U. Q m FILE NUMBER 8053 SHEET 11 of 18 j SEE OLD TRAIL VILLAGE APPROVED FINAL STORMWATER MASTER PLAN PREPARED BY STANTEC, DATED APRIL 25, 2016 FOR MORE INFORMATION ON SWM FACILITIES L3, S3, S12 WILLIAM J. LEDBETTER tic. No. 1507-8 SUR���O PLAT RECDRDED L@ D. B. 4257 PP. 377-388 SCALE I" = 60' 60 30 0 60 120 SCALE IN FEET E co s -"' w � O Wh w� �/ J r 2 04 to Nm q 0co to NQ Q J I` cn 0 W J 0 Q ccW z� Z OU wo O CL 0� J w� Q UQ CO J c < O < xC6 U rn I„ W + N Q LM 0 It �J W� ouQ 'V1 v1Uz 0> F -o X.._. W:cco `< aW 24 {n d' co W � w O F = a. b i rn < < j SEE OLD TRAIL VILLAGE APPROVED FINAL STORMWATER MASTER PLAN PREPARED BY STANTEC, DATED APRIL 25, 2016 FOR MORE INFORMATION ON SWM FACILITIES L3, S3, S12 WILLIAM J. LEDBETTER tic. No. 1507-8 SUR���O PLAT RECDRDED L@ D. B. 4257 PP. 377-388 SCALE I" = 60' 60 30 0 60 120 SCALE IN FEET E REVISIONS May 2, 2016 Per Comments June 6, 2016 Per Comments DATE Jan. 25, 2016 SCALE 1"=60' CONTOUR INTERVAL 2 FOOT co s 0� w � O Wh w� �/ J r 2 04 to Nm q 0co to NQ Q J I` cn 0 W J 0 Q ccW z� Z OU wo O CL 0� J w� Q UQ CO J 0w = N O Q� 2:0 xC6 U rn I„ W + N Q LM 0 It �J W� ouQ 'V1 v1Uz 0> F -o W:cco aW 24 {n d' co W � w O W = a. REVISIONS May 2, 2016 Per Comments June 6, 2016 Per Comments DATE Jan. 25, 2016 SCALE 1"=60' CONTOUR INTERVAL 2 FOOT FILE NUMBER 8053 SHEET 12 of 18 co Q r � 2 V 0� � Wh < Z �/ J r Z > to X W o a ° cn 0 W J Q<m �dU z� W,JO >OJLL _a O co FILE NUMBER 8053 SHEET 12 of 18 R/W 4" 3000 PSI VDOT ST'D 3 •1 CONCRETE CG -6 114 3 1 4" VDOT 21A - STONE BASE 6" VDOT 21A I STONE BASE 1 5' 6' 2' CONCRETE PLANTING SIDEWALK STRIP 0.5' 55' R -O -N POINT OF I FINISHED GRADE E-- 1/4": 1' '4" UD -4 3"BBM-25 6 UNDERDRAIN 13' TRAVEL LANE VDOT ST'D 4" 3000 PSI 1.5" SM -9.5 CG -6 CONCRETE 114 1 4" VOOT 21A SUBBASE (21A) „ STONE BASE 4 UD -4 6" VDOT 21A UNDERDRAIN STONE BASE € 13' 2' 6' I 5' TRAVEL LANE PLANTING CONCRETE 0.5' STRIP SIDEWALK 27.5' 27.5' TYPICAL SECTION GOLF DRIVE, UPLAND DRIVE (25 MPH DESIGN SPEED) ROWCROSS STREET(18+ 16.14 -22+19.90) (20 MPH DESIGN ;SPEED 20+00 - 22+25) (25 MPH DESIGN ;SPEED 18+16 - 20+00) N.T.S. 61' R -O -W POINT OF l R/W FINISHED " 3000 PSI R/W 4GRADE i VDOT ST'D 4" 3000 PSI CONCRETE VDOT ST'D I 114":1, N. CG -6 E- 1/4": 4" VDOT 21A STONE BASE BASE 6" VOOT 21A 4" UO -4 3" BM -25 STONE BASE UNDERDRAIN 1' 5' 6' 2' 6' CONCRETE PLANTING 10' SIDEWALK STRIP 0.5' PARKING LANE TRAVEL LANE 30.5' 1.5" SM -9.5 CG -6 CONCRETE 3 :1 -- - 4" VOOT 21A 6" VDOT 21A 6 - STONE BASE "F SUBBASE (21A) 4" UD -4 STONE BASE UNDERDRAIN 6' 2' 6' 5' 1' 10' T CONCRETE .1 r 0.5' PLANTING SIDEWALK TRAVEL LANE PARKING LANE 30.5' TYPICAL SECTION HIGHGATE ROW & ROWCROSS STREET (22+23.07 - 42+27.46) * INTERMEDIATE PARKING ALONG BOTH SIDES OF THE ROAD (25 MPH DESIGN SPEED) N.T.S. 30' PRIVATE R/W R/W R/W ROLLTOP SURFACE ROLLTOP CURB 1.5" SM -9.5 CURB /4": 1, 3 `7 •1 1/4' . 1 1 ; 1 3 9 1 BASE SUBBASE 2.5" BM -25 6" AGGREGATE(21A) 2' 1' 2' 10' 10' 2' 2' FACE OF FACE OF CURB CURB TYPICAL SECTION BYWARD STREET & PETYWARD LANE PRIVATE STREETS (25 MPH DESIGN SPEED) N.T.S. A PERMISSIBLE CONSTRUCTION # 5 DOWEL, 8" LONG Q 12" C -C JOINT 4' MIN. x v Q 1 tb N N B 10.1 10 1 MAX AMAX N l� B 0 5' 5 7 2 TRUNCATE DOME 3 A SEE SHEET 1 OF 5 8 12 5 FOR DETAILS 614 8'-0" Min, 4'-0" Min. BACK OF CURB 12:1 MAX. 48:1 MAX. 20:1 2-1 /2" 6" r MIN. SECTION A -A 10+00 - 14+56 140 20' PERMISSIBLE 2-1/2" 6" CONSTRUCTION GOLF DRIVE 19+87 - 25+36 JOINT 24' PRIVATE R/W I 1/4":1' I 1/4":1' R/W SURFACE R/W ROLLTOP 15" SM -95 ROLLTOP .. 3 CURB CURB 1 3. 3 , 1 p BASE SUBBASE 2.5" BM -25 6" AGGREGATE (21A) 1' 1' 2' 8' 8' 2' 1' 1' FACE OF FACE OF CURB CURB 5' or 8'WIDTH of 1 CG -9B C ENTRANCE 4" 3000 PSI CONCRETE LIMITS OF PED. LIMITS LIMITS OF PEp. -� ---: �_-__-.,. Y:;^:`n;:<.:'.;:;,:5._,,,'',.:.•: _:. ...�;.,..:,.1..1•.i- ACCESS ROUTE® o ACCESS ROUTE _ NON TRAVERSABLE -' I _) /z WIDTH OF ENTRANCE UNPAVED SPACE u UNPAVED SPACE III -I I (__I I - I -III -I E I -III EXISTING OR PROPOSED EXPANSION JOINT--� 4" VDOT 21A - I SIDEWALK OR SIDEWALK SPACE o WIDTH OF STONE BASE a ENTRANCE F 2' 0" F w < _' g TYPICAL SIDEWALK SECTION IL �' � LIMITS OF PED. o LIMITS OF PED. EXPANSION JOINT E E ACCESS ROUTE NON -TRAVERSABLE ACCESS ROUTE N.T.S. W � z r U W Face of- Ctjrt��. CURB INCLUDED IN z PEDESTRIAN ACCESS ROUTE DETAIL WITH & W ,w. ' Fad`{ did» Curb uw w A � ENTRANCE GUTTER Q � WITHOUT UNPAVED SPACE w 4 Q 2 12 z (� w ADDITIONAL RIGHT-OF-WAY IS REQUIRED IF THE LIMITS OF PEDESTRIAN ACCESS ROUTE � EXTEND BEYOND 2' 0-' .{ FLOW LINE z EXISTING OR PROPOSED VDOT RIGHT -OF WAY. I r� "- ENTRANCE WIDTH - i � o EXPANSION JOINT DESIRABLE MINIMUM I6' ABSOLUTE MINIMUM 12' © PEDESTRIAN ACCESS ROUTES PROVIDE A CONTINUOUS 0. di UNOBSTRUCTED,E SLIP . o ., o• o. o. o STABLE, AND L P RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A ; o• ; • o • o FACILITY THAT CAN BE APPROACHED, ENTERED AND o EDGE OF PAVEMENT USED BY PEDESTRIANS, IF ACCESS ROUTE IS ADJACENT �<W- ( / TO BACK OF CURB, MINIMUM WIDTH SHOULD BE 6'. SECTION F -F F a Arm s ,€#i �7T 7 stv T,id x. �u"1tPs HALF PLAN IF PEDESTRIAN ACCESS ROUTES [�k] ARE BEING 2` 0 PROVIDED, A MINIMUM 4' TRAVERSABLE WIDTH IS REQUIRED WITH A MAX. 2/. CROSS SLOPE. - - - WHEN USED IN CONJUNCTION WITH STANDARD •pp °n PARABOLIC CG -3 OR CG -7, THE CURB FACE ON THIS N.T.S. N.T.S. UNPAVED SIDEWALK CURVE STANDARD IS TO BE ADJUSTED TO MATCH THE SPACE MOUNTABLE CURB CONFIGURATION. a • o. 000 �0 0 Source: VDOT Road Design Manual, Appendix B Source: VDOT Road Design Manual, Appendix B NORMAL CUTTER �- --- ----- - - - - -- * * * SECTION E -E 5' TRANSITION "" °° p �` °° o --10% TO 10% CHANGE 1' 3" 0000 -GLASS A3 fH.E.SJ CONC. EDGE OF PVMT. / GUTTER PAN BASE TYPE I SIZE 218 � o° 12% MAX, _SLOPE 5'-0" POINT OF GRADE CHANGE • �. �" p ROLLTOP FACE OF CURB FOR CURB AND GUTTER ONLY ;{E � ° p°° • p° pe CURB FOR SIDEWALK, CURB AND GUTTER x 12 % MAXIMUM INCREASE IN SLOPE AT MINIMUM 10' INTERVALS BUILT CONCURRENTLY ;o; oo •o •v oo.o SECTION C -C x x x 3 % MAXIMUM DECREASE IN SLOPE FOR FIRST 10' INTERVAL AND 8 % MAXIMUM DECREASE FOR SUCCEEDING MINIMUM 10' INTERVALS SECTION D -D FACE OF DI 3 BACK OF SPECIFICATION CURB BACK OF -1 { $ CURB REFERENCE STANDARD ENTRANCE GUTTER 1yDOT CURB ROAD AND BRIDGE STANDARDS .. _ 502 REVISION DATE SHEET 1 OF 1 VIRGINIA DEPARTMENT OF TRANSPORTATION 07/15 203.02 I ROLLTOP TO CG -6 TRANSITIONS 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 CAST IN PLACE USING CLASS A3 HYDRAULIC CEMENT CONCRETE. 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. TYPICAL SECTION BEECHEN LANE, ALDERGATE ROW & PRIORY TERRACE PRIVATE ALLEYS (25 MPH DESIGN SPEED) N.T.S. TYPICAL DESIGN SECTION B-8 NOTES FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET 1 O 5. THIS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LANDING (4' WIDE) REQUIRED AT TOP OF CURB RAMP. MINIMUM CURB RAMP LENGTH 8 FEET FOR NEW CONSTRUCTION, 6 FEET FOR ALTERATIONS, A 4' SQUARE LAN Y Y IaTI AREA OUTSIDE 0 J z= _j - TRAVELWAY SHA �Q 'b i TTHEBE PROVIDED MARKED WI (V a ((f) CROSSWALK ARE O 0 Y 3: CROSSWALK TYPICAL PLACEMENT AT INTERSECTION WITHIN CROSSWALK SPECIFICATION REFERENCE 105 502 (n CROSSWALK 0 TYPICAL PLACEMENT II AT INTERSECTION CROSSWALK WITHIN CROSSWALK DIAGONAL PLACEMENT (WITH BUFFER STRIP) CG -12 DETECTABLE WARNING SURFACE TYPE A (PERPENDICULAR) APPLICATION VIRGINIA DEPARTMENT OF TRANSPORTATION TYPE A WITH BUFFER STRIP CG -12 CC -12 #5 DOWELS, 8" LONG AT 12" C G 5' IN 121 MAX `-I< N ��JJii,, PERMISSIBLE CONSTRUCTION JOINT z B 121 MAX ;n I RAMP f RAMP (SEE TABLE) A (SEE TABLE) TRUNCATED DOMES SEE SHEET 1 OF 5 FOR DETAILS 5'-0" MIN SHAPE TO MATCH FACE OF ROADWAY CURB BACK OF CURB 48 :1 MAX. 20:1 48 : 1 MAX z'MIN.� SECTION A -A SECTION B -B PERMISSIBLE CONSTRUCTION JOINT NOTES: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET 1 OF 5. THE REQUIRED LENGTH OF A PARALLEL RAMP A 4' SQUARE LANDING 1S LIMITED TO 15 FEET, REGARDLESS OF THE AREA OUTSIDE OF u= SLOPE. TRAVELWAY SHALL BE IPROVIDEU WITHIN THE MARKED CROSSWALK AREA. - _j (n (n 13 -III - -1 U CROSSWALK DIAGONAL PLACEMENT TYPE B PARALLEL APPLICATION ROADWAY GRADE IN PERCENT MINIMUM RAMP LENGTH N FEET 4" CURB 6" CURB 0 4 6 1 5 7 2 5 8 3 6 9 4 8 12 5 10 15 614 15 WITH BUFFER STRIP XV DOT XV DOT ROAD AND BRIDGE STANDARDS ROAD AND BRIDGE STANDARDS REVISION DATESHEET 2 OF 5 SHEET 3 OF 5 REVISION DATE 7/11 203.06 203.07 7/11 WITH BUFFER STRIP II I7 CROSSWALK TYPICAL PLACEMENT AT INTERSECTION WITHOUT BUFFER STRIP I CROSSWALK CROSSWALK A 4' SQUARE LANDING AREA OUTSIDE OF TRAVELWAY SHALL BE PROVIDED FOR PERPENDICULAR CROSSWALK WITHIN THE MARKED CROSSWALK AREA. ROAD CLASSIFICATION SCHEDULE ROAD NAME STATION VPD PAVEMENT WIDTH PAVEMENT THICKNESS FUNCTIONAL CLASSIFICATION SM -9.5 BM -25.0 21 B ADLERSGATE ROW 10+00 - 15+07 230 16' 1-1 /2" 2-1/2" 6" ALLEY BEECHEN LANE 10+00 - 14+31 250 16' 1-1 /2" 2-1 /2" 6" ALLEY BYWARD STREET 10+00 - 14+56 140 20' 1-1 /2" 2-1/2" 6" LOCAL GOLF DRIVE 19+87 - 25+36 390 26' 1-1 /2" 3" 6" LOCAL HIGHGATE ROW 10+00 - 15+29 80 32' 1-1/2" 3" 6" LOCAL PETYWARD LANE 10+00 - 12+98 120 20' 1-1/2" 2-1/2" 6" LOCAL PRIORY TERRACE 10+00 - 13+94 80 16' 1-1 /2" 2-1/2" 6" ALLEY ROWCROSS STREET 17+70 - 18+16 60 26' 1-1 /2" 3" 6" LOCAL ROWCROSS STREET 18+16 - 22+23 490 32' 1-1 /2" 3" 6" LOCAL UPLAND DRIVE 19+37 - 24+19 250 26' 1-1/2" 3" 6" LOCAL WITHIN CROSSWALK CURB 9. OPTIONAL FLOWLINE MAY REQUIRE WARPING OF A 4' BUFFER STRIP 4" PORTION OF GUTTER TO PROVIDE POSITIVE DRAINAGE 5' SIDEWALK ACROSS THE INTERSECTION. ` 2 e ALLOWABLE ENTRANCE GRADE CHANGES 5' MIN CG -11 NOTE: WHEN A PEDESTRIAN ACCESS ROUTE 0 % CROSSES A COMERCIAL ENTRANCE 5, MIN THE CROSS SLOPE SHALL BE 2X FOR 6 J A WIDTH OF 5 FEET. '_"D 12 x 3 , A� xx STREET APPROACH SAME SURFACING (RADIUS TO BE AS o C C GENERAL NOTES AS MAINLINE ROADWAY (SEE NOTE 3) SHOWN ON PLANS) n ( WHEN USED IN CONJUNCTION WITH STANDARD CG -3 (RADIUS TO BE AS OR CG -7, THE CURB FACE ON THIS STANDARD IS TO SHOWN ON PLANS) BE ADJUSTED TO MATCH THE MOUNTABLE CURB CG -2 OR CG -6 CONFIGURATION. SEE NOTE 1)NOTE 1) - - - - IW- e 2. SEE STANDARD CG -12 FOR CURB RAMP DESIGN TO BE - - i 0 SIDEWALK USED WITH THIS STANDARD. SIDEWALK i h ,J � (SEE 1` CROSSWAL BE PROVIDED FOR PERPENDICULAR CROSSWALK WITHIN THE MARKED NOTE 5) of OPTIONAL UNPAVED SPACE r FLOW LINE 3. MAINLINE PAVEMENT SHALL BE CONSTRUCTED TO THE _ mm - - -J-- ---- R/W LINE (EXCEPT ANY SUBGRADE STABILIZATION o REQUIRED FOR MAINLINE PAVEMENT WHICH CAN BE EXPANSION JOINT EXPANSION OMITTED IN THE ENTRANCE.) JOINT 4. RADIAL CURB OR COMBINATION CURB AND GUTTER CG SHALL NOT BE CONSTRUCTED BEYOND THE R/W LINE NOTE WIDTH "B" OR AS MAINLINE ROADWAY EXCEPT FOR REPLACEMENT PURPOSES. SHOWN ON TYPICAL TYPICAL SECTION. A PLAN VIEW ENTRANCE NOTES VIRGINIA DEPARTMENT OF TRANSPORTATION S. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE 502 TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK MAINLINE ROADWAY SLOPE TRAFFIC, THE DEPTH FOR SIDEWALK & CURB RAMPS 10' PARABOLIC CURVE (ENTRANCE ONLY) WITHIN THE LIMITS OF THE RADII SHOULD BE 8% MAX. INCREASED TO 7". (SEE CG -13) EDGE OF PAVEMENT OR D OPTIONAL FLOW LINE GRADE CHANGE ® _ T- -_ _ O 6. PLANS ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW (SEE LINE IS REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS _ _ _ �- ____ MAINLINE ROADWAY - - - '- - -- _. NATE 7)� THE ENTRANCE. 8% MAX. ® D GRADE CHANGE �1 - 7. THE DESIRABLE AND MAXIMUM ENTRANCE GRADE CHANGES "D" ARE LISTED IN THE ALLOWABLE ENTRANCE GRADE D TABLE. THESE VALUES ARE NOT APPLICABLE TO STREET CONNECTIONS. 5' MIN. 2D' MINIMUM FOR COMMERCIAL ENTRANCE INTERSECTION NOTES 8. WHEN CG -11 IS USED FOR STREET CONNECTIONS, THE 0 CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE. CONNECTION MUST BE DESIGNED IN ACCORDANCE WITH AASHTO POLICY AND THE APPLICABLE REQUIREMENTS SECTION A - A of THE VDOT ROAD DESIGN MANUAL, INCLUDING STOPPING SIGHT DISTANCE AND K VALUE REQUIREMENTS, WITHIN CROSSWALK CURB 9. OPTIONAL FLOWLINE MAY REQUIRE WARPING OF A 4' BUFFER STRIP 4" PORTION OF GUTTER TO PROVIDE POSITIVE DRAINAGE 5' SIDEWALK ACROSS THE INTERSECTION. ` 2 e ALLOWABLE ENTRANCE GRADE CHANGES 5' MIN \CLASS A3 - - (H.E.S.) CONCRETE SECTION C -C ENTRANCE VOLUME MAX m DIAGONAL PLACEMENT 0 % - 5, MIN S 3 % 6 LOW LESS THAN 500 VPD '_"D 12 x 8 p W ,- A 060 06 Z y X O A 4' SQUARE LANDING AREA N 'TRAVELWAY � IW- h OUTSIDE OF `'HALL r A 4' SQUARE LANDING AREA �Z h ,J � h 00 1` CROSSWAL BE PROVIDED FOR PERPENDICULAR CROSSWALK WITHIN THE MARKED OUTSIDE OF TRAVELWAY SHALL BE PROVIDED FOR PERPENDICULAR CROSSWALK r WITH BUFFER STRIP CROSSWALK AREA. CROSSWALK WITHIN THE MARKED = QC C CROSSWALK AREA. v 0zm W . < CG -12 DETECTABLE WARNING SURFACE SPECIFICATION REFERENCE SPECIFICATION REFERENCE 105 TYPE B (PARALLEL) APPLICATION VIRGINIA DEPARTMENT OF TRANSPORTATION U_ 502 502 \CLASS A3 - - (H.E.S.) CONCRETE SECTION C -C ENTRANCE VOLUME GRADE CHANGE "D" DESIRABLE MAXIMUM HIGH MORE THAN 1500 VPD 0 % 3 MEDIUM 500-1500 VPD S 3 % 6 LOW LESS THAN 500 VPD _< 6 % 8 NOTE: ALLOWABLE ENTRANCE GRADE TABLE IS NOT APPLICABLE TO STREET CONNECTIONS METHOD OF TREATMEN-T XVDOT ROAD AND BRIDGE STANDARDS (CONNECTION FOR STREET INTERSECTIONS AND COMMIERCIAL ENTRANCES) REVISION DATESHEET 1 of 1 VIRGINIA DEPARTMENT OF TRANSPORTATION 07/15 203.04 ��p�TH of f 0 V z WILLIAM J. LEDBETTER Lic. No. 1507-B CgNO SUR\100 ,i w � 0 wW S CM Z 00 CMto C4 m r Q. ZCc �LU >o C6 z aZ J w2 Uq Q fW e ZN Q, _U) Z 0 V 0) N aco J LU o LL �w LL w � 0� �o W 0� aW MT q1t co V W �Z 0 REVISIONS May 2, 2016 Per Comments June 6, 2016 Pier Comments DATE Jam. 25, 2016 CONTOUR INTERVAL N/A V, J WW p W ,- 060 06 Z wZ IW- h �� CD T �Z h ,J � h 00 I- Z � r %� `� O Uj rr V / = QC C U (p v 0zm W . < rLU y+ 0 U. J J U_ FILE NUMBER 8053 SHEET 113 of 18 TOP OF FILL - ROUND LINE _ NO PROJECTION OF PIPE ABOVE GROUND LINE TOP OF FILL EARTH =I ISI 1=I I=I 11=I I I 11 MIN. 1/10 D X D X BEDDING MATERIAL NORMAL EARTH FOUNDATION F ., Il AAM 1 F n -y -Illi NJ D � ryryii}} ROCK OR UNYIELDING SOIL _zz j=I MIN. I I1 -1I1.- 1/10 D X D X BEDDING �] PER I' OF H MIN, 8", MAX. 24" ROCK FOUNDATION PIPE PROJECTION ABOVE GROUND LINE MIN. 1.5 x D MIN. 1.5 x D -- TOP OF FILL GENERAL PB_1 ca -1 1. METHOD "A" PIPE BEDDING SHALL BE USED FOR ALL TYPES OF PIPE CULVERTS WITHIN THE TOP OF FILL APPLICABLE HEIGHT OF COVER RANGE NOTED IN THE STANDARD PC -1 TABLES UNLESS OTHERWISE NOTED ON THE PLANS, =ROUNDLINF 2. H - HEIGHT OF COVER MEASURED FROM TOP OF CULVERT TO FINISHED GRADE. r r =i - TTfl 3. b -EXCAVATION DEPTH AS SHOWN ON PLANS OR TO FIRM BEARING SOIL. rl=111-' rrrrrrr - rrrrrr III -.III =1 I I- "'II=III rrrrr rrrrr 11=1j1-,' COMBINATION UNDERDRAIN CD -1 AT LOWER END OF CUTS CIRCULAR PIPE III II , rrEARTH CENTER LINE SECTION o -I d II II. 1. D - OUTSIDE DIAMETER OF PIPE. (WITH TYPE 1 SELECT MATERIAL) o 'I 6_ BEDDING 2. d - INSIDE DIAMETER OF PIPE. MATERIAL 3• X - WIDTH OF CLASS i BACKFILL MATERIAL BEYOND THE EXTREMITY OF THE PIPE. TRENCH PLACEMENT n X - 12" WHERE d IS LESS THAN 36", MIN, 1/10 D _ _ -_ _ (I X - 18" WHERE d IS 36" AND GREATER. .E-- PAVEMENT SURFACE & BASE D X 4 WHERE DIRECTED BY THE ENGINEER BEDDING MATERIAL MAY BE ELIMINATED FOR E TOP OF CUT PAY LIMITS FOR OUTLET PIPE TO BEGIN WITH 45° n17rHl I IMPELBOW TRAVEL LANES j X45 II PAY LIMITS FOR OUTLET PIPE TO BEGIN WITH 45° ELBOW TOE OF FILL X NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PIPE (EXCEPT PLASTIC PIPE) O O O O O O O O r u+r 0000000000 o a o o �- SUBBASE 4/ 0 0 0 0 o J FOUNDATION SOFT YIELDING, OR ' 30" AND LESS IN DIAMETER WITH HEIGHT OF COVER 15'OR LESS, �� (TYPICAL) o- o- c- - o - o - 6- 6- o - - - 6. ?606 SELECT MATERIAL TYPE I OR Il( / {TYPICAL) o OTHERWISE UNSUITABLE MATERIAL 5. REGULAR BACKFILL MATERIAL MAY BE USED IN LIEU OF CLASS I BACKFILL MATERIAL FOR ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PIPE (EXCEPT PLASTIC PIPE) 30" AND LESS IN DIAMETER WITH HEIGHT OF COVER 15' OR LESS, % % % % % #57 AGGREGATE, # 8 AGGREGATE OR CRUSHED OOw p -p' ,,,, GLASS MEETING #8 GRADATION REQUIREMENTS. L� -7- 30" DIAR METE 6. BEDDING MATERIAL AND CLASS I BACKFILL MATERIAL MAY BE ELIMINATED FOR SHOULDER SLOT INLET (DI -13) OUTLET PIPES INSTALLATIONS -%A.. PLAN VIEW 1 _pF GEOTEXTILE DRAINAGE FABRIC (PLACEMENT OF CD -1 COMBINATION UNDERDRAIN) MIN. 1.5 x DMIN. 1.5 x D ELLIPTICAL PIPE OR TOP OF FILL 1. S 1 - OUTSIDE SPAN DIMENSION OF PIPE. PAVEMENT SURFACE & B ASE 2. S2 - INSIDE SPAN DIMENSION OF PIPE. -4- SUBBASE ORCEMENTSTABILIZED SUBBASE _ __ --- -- - o 0 0000 0 0 0-0- 0 -- _ - - rrrrrrrr rrrrrrr rrrrrrrr rrrr,'rr = 3. R - OUTSIDE RISE DIMENSION OF PIPE. SELECT MATERIAL TYPE Y OR SUBGRADE rrrrrrr rr, rrrr rrr, , r, rrrrrrr • - 00 - - O O - 6060-0 -- .; rrrrrrrr rrrrrr - - rrrrr rrrrr,::::' • = rrrrrrrr rrrrrr r rrrrrrr.lrrrrr - 1 0" 0-0.0. ; %; %' o • o - o - o o (CEMENT OR LIME STABILIZED) rrr.> r, rr -- rrrrrrrr 4. X WIDTH OF CLASS I BACKFILL MATERIAL BEYOND THE - _N rrr rr,. _ _N ;rrrr rrr N rrr rrrrrrrrrrr X - 12" WHERE S2 IS LESS THAN 36", EXTREMITY OF THE PIPE. rr r GROUND rrr _ rrrrrrrrr, rrrrrrrrrr AGGREGATE OR CRUSHED rr'''•''••; GROUND X - 18" WHERE S2 IS 36" AND GREATER #57 AGGREGATE, #8 + d rr G 0 + - r d + _ rr. rrrrrrrr d rrrrrrrrrr -GROUND 5 GEOTEXTILE GLASS MEETING #8 GRADATION REQUIREMENTS VNE o =:.N LINE v _ -LINE WHERE DIRECTED BY TME ENGINEER, BEDDING MATERIAL MAY BE ELIMINATED FOR GENERAL NOTES 0 NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PIPE WHERE S2 IS 38" OR FABRICGEp_p��LESS AND HEIGHT OF COVER 15'OR LESS. _ -- _ _ . - - =1 • _ = - T_ - 1. UNLESS SPECIFICALLY INDICATED, COMBINATION UNDERDRAIN WILL NOT BE EARTH I �' ROCK OR /j� -III- 6. REGULAR BACKFILL MATERIAL MAY BE USED IN LIEU OF CLASS I BACKFILL MATERIAL FOR LOCATED AT THIS POINT WHEN BOTH SUBBASE AND SUBGRADE ARE STABILIZED. i - TINE ENTRANCE PIPE WHERES 38 OR LESS AND MIN. 1/10 D / �� 2 -'_ , - - UNYIELDING _ i - _ - _ - - - - - _ - HEIGHT OF COVER 15EORFLESSOU -- -- .- 2. D WITH AGGREGATE AND iHROUGHLY HAND TAMPED 70 _I -) I i=III- I TRENCH SHALL BE FILLED GAT MIN. 1/10 D X D X BEDDING f2" PER SOIL - i i -iii -iii -i - --- INSURE COMPACTNESS. MATERIAL MIN. 1/10 D EARTH 1" OF H X D X ti BEDDING plpE ARCH MIN. 8", BEDDING MATERIAL NON -PERFORATED OUTLET PIPE 3. OUTLET PIPE SHALL BEGIN AT THE EDGE OF THE TRAVEL LANE PAVEMENT AND MAX. 24" MATERIAL SHALL BE PLACED ON .A GRADE PARALLEL TO THE SHOULDER SLOPE 2'/. MIN. (3 FOUNDATION SOFT, YIELDING, OR DESIRABLE) GRADE. NORMAL EARTH FOUNDATION 1. S - SPAN DIMENSION OF PIPE. ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL CRUSHING STRENGTH 4. ON CURB AND GUTTER SECTIONS, WHERE IT IS IMPOSSIBLE TO OTHERWISE PROVIDE 2. R - RISE DIMENSION OF PIPE. TYPE OF PIPE OUTLETS FOR UNDERDRAINS, THEY ARE TO BE LOCATED SO AS TO DRAIN INTO DROP BEDDING MATERIAL IN ACCORDANCE WITH T.4" NOM. DIAMETER W.T. 6" NOM. DIAMETERINLETS OR MANHOLES. EMBANKMENT 3. B -SEE PC -1 TABLE FOR APPLICABLE PIPE MATERIAL %fJJJ� NOTES: E S � SMOOTH WALL PVC .103 0.153 SECTION 302 Of THE ROAD AND BRIDGE 5. ON SUPERELEVATED SECTIONS, TRENCH IS TO BE UNDER ENTIRE PAVEMENT AREA SPECIFICATIONS. FOR GENERAL NOTES ON PIPE BEDDING, 4• x - WIDTH OF CLASS IBACKFILL MATERIAL BEYOND THE EXTREMITY OF THE PIPE, SMOOTH WALL PE 70 PSI XXX 70 PSI XXX WITH OUTLET PIPE ON LOW SIDE ONLY. SEE INSTALLATION OF PIPE CULVERTS x - 12" WHERE S2 IS LESS THAN 36". ®CLASS I BACKFILL MATERIAL IN ACCORDANCE AND STORM SEWERS GENERAL NOTES x - 18" WHERE S2 IS 36" AND GREATER 6. INVERT ELEVATION AT iOUTLET END OF OUTLET PIPE TO BE A MINIMUM OF 11-0" ABOVE WITH SECTION 302 OF THE ROAD AND BRIDGE INVERT ELEVATION OF (RECEIVING DRAINAGE DITCH OR STRUCTURE. SPECIFICATIONS. ON SHEET 107.00. 5. WHERE DIRECTED BY THE ENGINEER. BEDDING MATERIAL MAY BE ELIMINATED FOR REGULAR BACKFILL MATERIAL IN ACCORDANCE NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PIPE WHERE S IS 35" OR )E WALL THICKNESS (MIN) - INCHES 7• ALL CONNECTIONS (ELBOWS, WYES, ETC.) WITHIN PAY LIMITS FOR OUTLET PIPE ARE TO FOR PLASTIC PIPE CLASS T BACKFILL MATERIAL WITH SECTION 302 OF THE ROAD AND BRIDGE CRUSHED GLASS CONFORMING TO THE � 2 BE OF THE SAME CRUSHING STRENGTH AS THE OUTLET PIPE. r; rrr SPECIFICATIONS. LESS AND HEIGHT OF COVER 15 OR LESS. r IN ACCORDANCE WITH SECTION 302 OF THE ROAD SIZE REQUIREMENTS FOR CRUSHER RUN iEXiE TESTED ACCORDING TO ASTM D-2412 AT 5 %DEFLECTION. AND BRIDGE SPECIFICATIONS. AGGREGATE SIZE 25 AND 26 MAY BE 6. REGULAR BACKFILL MATERIAL MAY BE USED IN LIEU OF CLASS I BACKFILL MATERIAL FOR USED IN PLACE OF CLASS I BACKFILL, ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PIPE WHERE S IS 35" OR LESS AND rrrr FOR ALL OTHER PIPE REGULAR BACKFILL MATERIAL ��r r IN ACCORDANCE WITH SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. ROAD AND BRDDG�STANDARDS INSTALL. OF PIPE CULVERTS AND STORM SEWERS SHEET 1 OF 44 REVISION DATE CIRC. PIPE BEDDING AND BACKFILL - METHOD ''A" 10701 I-07/12 VIRGINIA DEPARTMENT OF TRANSPORTATION TRANSITION BETWEEN d PIPE DIAMETERS WHEN DIFFERENT SIZES OF PIPES ARE ENCOUNTERED. NOTES, SHAPING OF MANHOLE AND INLET INVERTS IN ACCORDANCE WITH THIS DRAWING IS TO APPLY TO THOSE STRUCTURES SPECIFIED ON PLANS OR WHERE INVERT OF PIPE IS ABOVE INVERT OF STRUCTURE. MANHOLE OR DROP INLET IS TO BE FORMED AND CONSTRUCTED IN ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL DRAWING. SHAPE TO ' CONTOUR OF PIPE • SHAPE TO ELEVATION 77 + OF MID -POINT OF LARGEST PIPE, HEIGHT OF COVER 15' OR LESS. SPECIFICATION SPECIFICATION REFERENCE REFERENCE INSTALLATION OF PIPE CULVERTS & STORM SEWERS '`VDOT ROAD AND BRIDGE STANDARDS REV 8/07 302 302 GENERAL NOTES REVISION DATESHEET 1 OF 1 108.04 303 303 VIRGINIA DEPARTMENT OF TRANSPORTATION 107.00 SL -1 #5 BARS Q 8" C -C TYP. #5 BARS SLOPE TO DRAIN TO INVERT OF OUTLET PIPE SECTION A -A METHOD OF TREATMENT IN DROP INLETS SLOPE TO DRAIN TO INVERT OF OUTLET PIPES THE INVERT SHAPING AS DETAILED HEREON IS TO CONSIST OF A / / / /� d PORTLAND CEMENT CONCRETE MIX CONFORMING TO CLASS A3 OR CLASS C1, EXCEPT THAT 25X OF COARSE AGGREGATE MAY BE UP TO 4" IN DIAMETER AND CONSIST OF STONE, BROKEN BRICK, BROKEN CONCRETE OR BROKEN CONCRETE BLOCK. THE SURFACE SHALL BE LEFT SMOOTH BY MEANS OF HAND TROWELLING. NONE OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED. • d DETAILS OF INVERT SHAPING AS SHOWN HEREON ARE FOR EXAMPLE PURPOSES ONLY. EACH MANHOLE OR DROP INLET IS TO BE SHAPED - INDIVIDUALLY TO BEST FIT THE PARTICULAR INLET AND OUTLET CONFIGURATION AND FLOW LINES. ';FCTION R -R METHOD OF TREATMENT IN MANHOLES XVD= STANDARD METHOD OF SHAPING SPECIFICATION REFERENCE EFFEREERENCCEE ROAD AND BRIDGE STANDARDS R MANHOLE &INLET INVERTS SHEET 1 OF 1 REVISION DATE 302 106.08 VIRGINIA DEPARTMENT OF TRANSPORTATION SECTION A -A .,. Q 8 C -C TYP. � w � 0 � L� -7- 30" DIAR METE h LU i W I.ILI06 _ N z o , ,o 06 T' Z 0 1 1 1 1 1 I •�' .�' Q Q'�' C'3cc zaoU)w SECTION A -A B: I B 30" DIAMETER TT .'• WALLCTTHICKNESS URE SIZE AND PLAN NOTES: 1. THE STANDARD SAFETY SLAB (SL -1) IS TO BE USED ONLY WHEN SPECIFIED IN THE PLANS ON THE DRAINAGE SUMMARY SHEET AND/OR THE DRAINAGE DESCRIPTION, FOR MANHOLES, JUNCTION BOXES, AND DROP INLETS WITH HEIGHTS GREATER THAN 12 FEET, THE SPACING OF ADJACENT SAFETY SLABS SHALL BE B' TO 12' WITH NO SAFETY SLAB LOCATED WITHIN 6 FEET OF THE TOP OR BOTTOM OF THE STRUCTURE. SAFETY SLABS SHALL NOT BE LOCATED BELOW ANY INLET PIPE OF 30" DIAMETER OR GREATER, 2, THE COST OF THE SL -1 IS INCLUDED IN THE COST OF THE STRUCTURE. 3. ACCESS OPENINGS ARE TO BE STAGGERED FROM ONE SIDE OF STRUCTURE TO THE OTHER WHERE APPLICABLE. STEPS ARE TO BE STAGGERED ACCORDINGLY. 4. SAFETY SLAB MAY BE CAST -IN-PLACE OR PRECAST. CAST -IN-PLACE CONCRETE TO BE CLASS A3 (3000 PSI). PRECAST CONCRETE IS TO BE A4 (4000 PSI). REINFORCING STEEL TO BE IN ACCORDANCE WITH AASHTO M31. 5. ACCESS OPENINGS MAY BE 30" DIAMETER OR 30" SQUARE. WHEN STRUCTURE WIDTH IS LESS THAN 30" THE ACCESS OPENING SHALL BE RECTANGULAR (STRUCTURE WIDTH BY 30" LONG). CLASS A3 CONCRETE , SECTION B -B SEE CAST IN PLAICE DRAWINGS FOR FURTHER DETAILS # 5 BARS Q 8" C -C TYP. I..771 "A. TYPICAL PRECAST UNIT 1vDOT TYPICAL CONCRETE SAFETY SLAB FOR DROP INLETS, SPECIFICATION REFERENCE ROAD AND BRIDGE STANDARDS MANHOLES AND JUNCTION BOXES SHEET 1 OF 1 REVISION DATE 302 106.14 VIRGINIA DEPARTMENT OF TRANSPORTATION 8. OUTLET PIPE TO BE SECURELY CONNECTED TO EW -120R OTHER DRAINAGE STRUCTURE. STANDARD COMBINATION UNDERDRAIN SPECIFICATION REFERENCE LAT LOWER END OF CUTS) 501 VIRGINIA DEPARTMENT OF TRANSPORTATION 701 MATERIALS TO TRENCH SPOILS TO BE PLACED ON THE GROUND TO BE GRADED BE PLACED ON THE LOW SIDE OF TRENCH TO ORIGINAL CONTOURS HIGH SIDE OF TRENCH DURING CONSTRUCTION, DURING CONSTRUCTION. AFTER BACKFILL. TOP OF GROUND ` �.-- SLOPE COMPACTION PER COUNTY SPECIFICATION (REMAINING BACKFILL SHALL NOT CONTAIN ROCK, CLOD, OR DEBRIS MATERIAL LARGER 36" .MIN:..... THAN 5" IN ANY DIMENSION. 24" MIN. 8". MIN. INITIAL BACKFILL* (6" LIFTS) *THOROUGHLY COMPACTED BY HAND EMBEDMENT DIAMETER OF PI.. OR APPRUI VED MECHANICAL TAMPER. PE ': -• SPRING LINE OF PIPE ........... .... HAUNCHING . BEDDING: 6" MAX. 4" MIN. NO. 68 STONE v ..... , . , _ .. FOUNtDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE) [ALL PIPE] NOTE: CONTRACTOR MUST INSURE THE STONE IS PROPERLY COMPACTED, ESPECIALLY UNDER THE HAUNCHES OF THE PIPE. BEDDING, BACKFILL AND TRENCH SPOIL PLACEMEINT jek-��LTH °F vr� 'S r WILLIAM J. LEDBETTER Lic. No. 1507-8 <qN0 SURIJ- .,. Q 8 C -C TYP. � w � 0 � L� U h LU i W I.ILI06 _ N z o 0 N ,o 06 T' Z 0 in N Q i B: I B 30" DIAMETER TT .'• WALLCTTHICKNESS URE SIZE AND PLAN NOTES: 1. THE STANDARD SAFETY SLAB (SL -1) IS TO BE USED ONLY WHEN SPECIFIED IN THE PLANS ON THE DRAINAGE SUMMARY SHEET AND/OR THE DRAINAGE DESCRIPTION, FOR MANHOLES, JUNCTION BOXES, AND DROP INLETS WITH HEIGHTS GREATER THAN 12 FEET, THE SPACING OF ADJACENT SAFETY SLABS SHALL BE B' TO 12' WITH NO SAFETY SLAB LOCATED WITHIN 6 FEET OF THE TOP OR BOTTOM OF THE STRUCTURE. SAFETY SLABS SHALL NOT BE LOCATED BELOW ANY INLET PIPE OF 30" DIAMETER OR GREATER, 2, THE COST OF THE SL -1 IS INCLUDED IN THE COST OF THE STRUCTURE. 3. ACCESS OPENINGS ARE TO BE STAGGERED FROM ONE SIDE OF STRUCTURE TO THE OTHER WHERE APPLICABLE. STEPS ARE TO BE STAGGERED ACCORDINGLY. 4. SAFETY SLAB MAY BE CAST -IN-PLACE OR PRECAST. CAST -IN-PLACE CONCRETE TO BE CLASS A3 (3000 PSI). PRECAST CONCRETE IS TO BE A4 (4000 PSI). REINFORCING STEEL TO BE IN ACCORDANCE WITH AASHTO M31. 5. ACCESS OPENINGS MAY BE 30" DIAMETER OR 30" SQUARE. WHEN STRUCTURE WIDTH IS LESS THAN 30" THE ACCESS OPENING SHALL BE RECTANGULAR (STRUCTURE WIDTH BY 30" LONG). CLASS A3 CONCRETE , SECTION B -B SEE CAST IN PLAICE DRAWINGS FOR FURTHER DETAILS # 5 BARS Q 8" C -C TYP. I..771 "A. TYPICAL PRECAST UNIT 1vDOT TYPICAL CONCRETE SAFETY SLAB FOR DROP INLETS, SPECIFICATION REFERENCE ROAD AND BRIDGE STANDARDS MANHOLES AND JUNCTION BOXES SHEET 1 OF 1 REVISION DATE 302 106.14 VIRGINIA DEPARTMENT OF TRANSPORTATION 8. OUTLET PIPE TO BE SECURELY CONNECTED TO EW -120R OTHER DRAINAGE STRUCTURE. STANDARD COMBINATION UNDERDRAIN SPECIFICATION REFERENCE LAT LOWER END OF CUTS) 501 VIRGINIA DEPARTMENT OF TRANSPORTATION 701 MATERIALS TO TRENCH SPOILS TO BE PLACED ON THE GROUND TO BE GRADED BE PLACED ON THE LOW SIDE OF TRENCH TO ORIGINAL CONTOURS HIGH SIDE OF TRENCH DURING CONSTRUCTION, DURING CONSTRUCTION. AFTER BACKFILL. TOP OF GROUND ` �.-- SLOPE COMPACTION PER COUNTY SPECIFICATION (REMAINING BACKFILL SHALL NOT CONTAIN ROCK, CLOD, OR DEBRIS MATERIAL LARGER 36" .MIN:..... THAN 5" IN ANY DIMENSION. 24" MIN. 8". MIN. INITIAL BACKFILL* (6" LIFTS) *THOROUGHLY COMPACTED BY HAND EMBEDMENT DIAMETER OF PI.. OR APPRUI VED MECHANICAL TAMPER. PE ': -• SPRING LINE OF PIPE ........... .... HAUNCHING . BEDDING: 6" MAX. 4" MIN. NO. 68 STONE v ..... , . , _ .. FOUNtDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE) [ALL PIPE] NOTE: CONTRACTOR MUST INSURE THE STONE IS PROPERLY COMPACTED, ESPECIALLY UNDER THE HAUNCHES OF THE PIPE. BEDDING, BACKFILL AND TRENCH SPOIL PLACEMEINT jek-��LTH °F vr� 'S r WILLIAM J. LEDBETTER Lic. No. 1507-8 <qN0 SURIJ- REVISIONS May 2, 2016 Per Comments June 6, 2016 Per Comments DATE Jan. 25, 2016 CONTOUR INTERVAL 2 FOOT T �• V � w � 0 � L� U h LU i W I.ILI06 _ N z o 0 N ,o 06 T' Z 0 in N Q i > r Q Q'�' C'3cc zaoU)w O Z �� Wo z a g Q. J Z O 00 cn J Q z W � {I) •J cr N 0 Q Z� Q to Urn W N d d' 0� o� rJvJ � v! W� )O to LL 0 LU cmo ccLU W aW �._ 0 ti � I co M 0 Z w0- 0 REVISIONS May 2, 2016 Per Comments June 6, 2016 Per Comments DATE Jan. 25, 2016 CONTOUR INTERVAL 2 FOOT FILE NUMBER 8053 SHEET J L� i W I.ILI06 � 00 z ,o 06 T' Z 0 W i > r z - t" - 0 zaoU)w r a w U� VJ z a � Q LL 0 W J z m 0 0 FILE NUMBER 8053 SHEET REVISIONS May 2, 2016 Per Comments June 8, 2016 Per Comments July 15, 2015 Per Comments DATE Jan. 25, 20'16 SCALE 1"'=30' CONTOUR INTERVAL N/A FILE NUMBER 8053 SHEET a w � O w� V 0 r Z I. C IJ,I (� W N= O c/) 0 �o N NQ ,. go Cc LU 2� 00 Wo J 0� wg � W JZ -jN �( .. Q UL) ZO rn N �> 0 W t3 o LL Z �� L 0�. L)04o Cc rz p No 4- W 4 w O a REVISIONS May 2, 2016 Per Comments June 8, 2016 Per Comments July 15, 2015 Per Comments DATE Jan. 25, 20'16 SCALE 1"'=30' CONTOUR INTERVAL N/A FILE NUMBER 8053 SHEET • a w � O wW T N(n N m � NQ C, Qr z0 cc W E @j OU >O J w -S W Q UQ O 8 Cid� -j � N W , N cr rr� 0 LL �w ED cc 0> Po W Q. LU C'� w z W 0 04 a REVISIONS May 2, 2016 Per Comments June 8, 2016 Per Comments July 15, 2015 Per Comments DATE Jan. 25, 2016 SCALE 1"=30' CONTOUR INTERVAL N/A FILE NUMBER 8053 SHEET 17 of 18 W co T �06z Z Q CL _ > W> W �- CL Jr Q — () .0 U)W Z t� --1 <C a W zm JC 0.j LL. a FILE NUMBER 8053 SHEET 17 of 18 B C .30\\ 8 ` 9 1. 10 12 _ _ _13 ./ ., b 1 \. 2 3 0 ' 4 2 3 4 5 14 / 28 , ,} t y 29 30 31 y, �r;!Z 0 6 7 M -A- RD B O K17 10 11 12 13 14 ' .t' V --- - OPEN_SPACE 1516 , � = -wo � I: lip, 'A, 1' y 4 171 18 1 19 20 21 22 , l 34 31 32 y ` tll 23 33 1A V i, :, l100 ,► l 9 H f 24 �} 8 POCKET PK �' :�- 6 7 e; - r- - �G 4 5._ -- 1V 17/ 18 v`� . 16 19 J 14 15 �- 18 t ' 13 17 12 SR � P'� w '16 10 15 ` r 14 8 13 7 o 6 C 1 3 5 G 4 10 f_ V 3 12 2 JI L . 0 O vor- R1�2.R1( TERM...= =' iy 25 1'1 26 :' 1 30 29 28 27'' l NIs SCALE 1" = 100' 100 50 0 100 200 SCALE IN FEET 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. 4. 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. DECIDUOUS TREE PLANTING DETAIL GALVANIZED GUY WIRE GALVANIZED GUY WIRE SHREDDED HARDWOOD MULCH MIN. 3" DEPTH 2"X2" HARDWOOD STAKES V \120` � J BALL DIAMETER BBER HOSE 2"X2" HARDWOOD �-STAKES -WRAPPING REMOVE BURLAP FROM TOP 1/3 OF BALL iEARTH BERM iAROUND TREE BLOCK 10 PLANT LIST PARK = 0.66 AC COMMON NAME PUBLIC MAILBOX LOCATION MAP KEY DESCRIP TION 10 YR. QNTY. KEY O 12 BOXES - BLOCK 30 L 0 TS 1-7; BLOCK 16 L 0 TS 1-3 PLUS 2 AFFORDABLE ACCESSORY UNITS CANOPY 14 BOXES - BLOCK 10 LOTS 1-6, 10-17 Q 11 BOXES - BLOCK 10 LOTS 7-9, 18-25 O7 BOXES - BLOCK 30 LOTS 8-14 EO 16 BOXES - BLOCK 16 LOTS 14-27 PLUS 2 AFFORDABLE ACCESSORY UNITS FO 16 BOXES - BLOCK 16 LOTS 4-13, 28-31 PLUS 2 AFFORDABLE ACCESSORY UNITS O 16 BOXES - BLOCK 17 LOTS 1-14 PLUS 2 AFFORDABLE UNITS O 14 BOXES - BLOCK 18 LOTS 15-22, 31-24 PLUS 2 AFFORDABLE ACCESSORY UNITS O 16 BOXES - BLOCK 15 LOTS 4-9, 13-18; BLOCK 31A LOTS 4-7 O 10 BOXES - BLOCK 18 LOTS 23-30 PLUS 2 AFFORDABLE ACCESSORY UNITS OK 9 BOXES - BLOCK 15 LOTS 1-3, 10-12; BLOCK 31A LOTS 1-3 OL 12 BOXES - BLOCK 12 LOTS 8-19 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. 4. 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. DECIDUOUS TREE PLANTING DETAIL GALVANIZED GUY WIRE GALVANIZED GUY WIRE SHREDDED HARDWOOD MULCH MIN. 3" DEPTH 2"X2" HARDWOOD STAKES V \120` � J BALL DIAMETER BBER HOSE 2"X2" HARDWOOD �-STAKES -WRAPPING REMOVE BURLAP FROM TOP 1/3 OF BALL iEARTH BERM iAROUND TREE BLOCK 10 PLANT LIST PROPOSED BLOCK 10 SITE AREA = 2.43 AC OPEN SPACE = 0.00 AC PUBLIC ROW = 0.83 AC NET SITE AREA = 1.60 AC (69,853 SF) 15% SITE TREE CANOPY REQUIRED = 10,478 SF PROPOSED BLOCK 10 TREE CANOPY=(27'*424)+(11 *397) = 12,423 SF (17.8%) BLOCK 16 PLANT LIST PARK = 0.66 AC COMMON NAME PUBLIC HEIGHT 2.12 AC SPECS. 10 YR. QNTY. KEY BOTANICAL NAME COMMON NAME CALIPER @ PLANTING SPACING SPECS. CANOPY 19 6T Gleditsia triacanthos SHADEMASTER 1.5 " MIN. 11 AS B & B' 424 SF B & B' 397 SF inermis"Shademosteir" HONEYLOCUST Acer rubrum RED MAPLE 1.5" MIN. 11' AS 11 AR Acer rubrum RED MAPLE 1.5" MIN.11' Fraxinus pennsylvanica SHOWN B & B' 397 SF PROPOSED BLOCK 10 SITE AREA = 2.43 AC OPEN SPACE = 0.00 AC PUBLIC ROW = 0.83 AC NET SITE AREA = 1.60 AC (69,853 SF) 15% SITE TREE CANOPY REQUIRED = 10,478 SF PROPOSED BLOCK 10 TREE CANOPY=(27'*424)+(11 *397) = 12,423 SF (17.8%) BLOCK 16 PLANT LIST PROPOSED BLOCK 16 SITE AREA = 6.55 AC POCKET PARK = 0.66 AC COMMON NAME PUBLIC HEIGHT 2.12 AC SPECS. 10 YR. QNTY. KEY BOTANICAL NAME COMMON NAME CALIPER © PLANTING SPACING SPECS. CANOPY EX. PROP. 11 PSR Acer rubrum BLOCK 17 PLANT LIST 1.5" MIN. 11' AS B & B' 397 SF 11 AR Acer rubrum RED MAPLE 1.5" MIN. 11' AS B & B' 397 SF 3 604 SF FP Fraxinus pennsylvanica GREEN ASH 1.5" MIN. SHADEMASTER HONEYLOCUST 1.5" MIN. 11' B & B' 604 SF 2 22 GT Gleditsia triacanthos SHADEMASTER 1.5" MIN. 11' 1.5" MIN. O � B & B' 424 SF cc 370 SF c inermis"Shademaster" HONEYLOCUST Quercus rubra NORTHERN RED OAK 1.5" MIN. 11' SHOWN B & B' 3 38 QR Quercus rubra NORTHERN RED OAK 1.5" MIN. 11' SHOWN B & B' 424 SF PROPOSED BLOCK 16 SITE AREA = 6.55 AC POCKET PARK = 0.66 AC COMMON NAME PUBLIC ROW = 2.12 AC SPECS. NET SITE AREA = 3.77 AC (164,415 SF) 20% SITE TREE CANOPY REQUIRED = 32,883 SF PROPOSED BLOCK 16 TREE CANOPY= (11 *397)+(3*604)+(24*424)+(41*424) = 33,739 S.F. (20.5%) 11 PSR Acer rubrum BLOCK 17 PLANT LIST QNTY. KEY BOTANICAL NAME COMMON NAME CALIPER HEIGHT © PLANTING SPACING SPECS. 10 YR. CANOPY EX. PROP. w,W N= Q O� Nm 2 11 PSR Acer rubrum RED MAPLE 1.5" MIN. 11' AS B & B' 397 SF 3 O FP Fraxinus pennsylvanica GREEN ASH 1.5" MIN. 12' J(0 Q. B & B' 604 SF g GT Gleditsia triacanthos inermis"Shademaster" SHADEMASTER HONEYLOCUST 1.5" MIN. 11' V) B & B' 424 SF 2 rz O QP Quercus phellos WILLOW OAK 1.5" MIN. O � Q tai T�� V cc 370 SF c 13 QR Quercus rubra NORTHERN RED OAK 1.5" MIN. 11' SHOWN B & B' 424 SF PROPOSED BLOCK 17 SITE AREA = 2.48 AC OPEN SPACE = 0.26 AC PUBLIC ROW = 0.43 AC NET SITE AREA = 1.79 AC (77,844 SF) 20% SITE TREE CANOPY REQUIRED = 15,:569 SF PROPOSED BLOCK 17/18 TREE CANOPY= (11 *397)+(3*604)+(8*424)+(2*370)+(13*424) = 15,823 SF (20.0%) BLOCK 18 PLANT LIST QNTY. KEY BOTANICAL NAME COMMON NAME CALIPER HEIGHT Com? PLANTING SPACING SPECS, 10 YA. CANOPY EX. PROP. w,W N= Q O� Nm 2 40 PSR Acer rubrum RED MAPLE 1.5" MIN. 11' AS B & B' 397 SF 2 O FP Fraxinus pennsylvanica GREEN ASH1.5" MIN. rJ J(0 Q. J Z 604 SF 5 6T Gleditsia triacanthos inermis"Shademaster" SHADEMASTER HONEYLOCUST 1.5" MIN. 11' V) B & B' 424 SF 2 rz O P,4 Platanus acerfolia "Bloodgood" BLOODGOOD LONDON PLANETREE 1.5" MIN. O � Q tai T�� V cc 368 SF c 8 QR Quercus rubra NORTHERN RED OAK 1.5" MIN. 11' SHOWN J:B:&: B=424SF PROPOSED BLOCK 18 SITE AREA = 3.36 AC POCKET PARK = 0.15 AC PUBLIC ROW = 0.45 AC NET SITE AREA = 2.76 AC (120,389 SF) 20% SITE TREE CANOPY REQUIRED = 24,078 SF PROPOSED BLOCK 17/18 TREE CANOPY= (42*397)+(2*604)+(5*424)+(2*368)+(8*424) = 24,130 SF (20.0%) TH 0 O AMMY MAR E� G 0 GE No! 046001817 �P& ARC REVISIONS May 2, 2016 Per Comments June 8, 2016 Per Comments July 15, 2015 Per Comments DATE Jan. 25, 2016 CONTOUR INTERVAL N/A 0. Q i W � ° w,W N= Q O� Nm O w ZO Q. Q W O Cc LU O WO rJ J(0 Q. J Z > J W W QUQ J �w V) -j Z - N rz O Q, Z� QN UN 06 O � Q tai T�� V cc c w in (4(5 o�. �J wOm� CL LL? 0> w o Q U cc l� W I� aw Zti p r• �cy) (� Z g It ce) w W Z 0 d REVISIONS May 2, 2016 Per Comments June 8, 2016 Per Comments July 15, 2015 Per Comments DATE Jan. 25, 2016 CONTOUR INTERVAL N/A 0. Q Z O Q 00 O w r J W z O Z m J(0 T �> > T W Z J �0 D wIn w 06 --, OJ0 w in wOm� CL Q U Z g FILE NUMBER 8053 SHEET 18 of 18