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HomeMy WebLinkAboutARB201500063 Plan - Other (not approved) 2015-06-09r L SITE DATA OWNER / DEVELOPER: MARCH MOUNTAIN PROPERTIES LLC CONTACT: DAVE BROCKMAN SHEET 13 -- - - - - -- GRADING PLAN SHEET 14 -- - - - - -- GRADING PLAN 1005 HEA THERCROFT CIRCLE, SUITE 100 OLD TRAIL VILLAGE 15 -- - - - - -- LANDSCAPING PLAN INSPECTIONS CROZET VA, 22932 CELL: (702) - 985 -9088 wTx W DEPARTMENT OF FIRE RESCUE T dave @oldtrailvillage.com ALBEMARLE COUNTY SERVICE AUTHORITY O PLAN PREPARER: ROUDABUSH, GALE, 6 ASSOCIATES > z V♦ Y 914 MONTICELLO ROAD z U � O � CHARLOTTESVILLE, VA. 22902 w W J J (434) - 977 -0205 00 0 m TAX MAP PARCEL No: A PORTION OF 055EO- 01- 00 -000A1 J a ZONING: NEIGHBORHOOD MODEL DISTRICT IN ACCORDANCE WITH PROFFERS L� r OF ZMA -04 -024 APPROVED ON SEPTEMBER 14, 2005 USE: BLOCK 10: 0 9 SINGLE FAMILY ATTACHED UNITS 4 SINGLE FAMILY DETACHED UNITS BLOCK 16: 7 SINGLE FAMILY ATTACHED UNITS 25 SINGLE FAMILY DETACHED UNITS BLOCK 17118: 30 SINGLE FAMILY ATTACHED UNITS 3 SINGLE FAMILY DETACHED UNITS BUILDING HEIGHT., NOT TO EXCEED 2.5 STORIES FOR SINGLE FAMILY USE SETBACKS: SINGLE FAMILY USE: FRONT SIDE REAR 10' 7.5' 15' FOR BLOCKS 10, 16, AND 17/18, A VARIATION REQUEST HAS BEEN SUBMITTED TO REDUCE THE SIDE SETBACKS FROM 7.5' TO 5', TO REDUCE THE FRONT SETBACKS FROM 10' TO 5', AND TO REDUCE THE REAR SETBACKS FROM 15' TO 5'. AREA SUMMARIES: BLOCK 10: BLOCK 15: BLOCK 17118: LOTS 1.593 Ac. LOTS 3.986 Ac. LOTS 4.025 Ac. OPEN SPACE 0.000 Ac. OPEN SPACE 0.734 Ac. OPEN SPACE 0.424 Ac. PUBLIC R -O -W 0.999 Ac. PUBLIC R -O -W 1.015 Ac. PUBLIC R -O -W 1.086 Ac. PRIVATE R -O -W 0.250 Ac. PRIVATE R -O -W 0.686 Ac. PRIVATE R -O -W 0.774 Ac. TOTAL AREA 2.842 Ac. TOTAL AREA 6.421 Ac. TOTAL AREA 6.309 Ac. LOT AREAS: MINIMUM LOT SIZE FOR SINGLE FAMILY IS 5,500 S.F. A VARIATION REQUEST HAS BEEN SUBMITTED TO ALLOW THE AREAS OF SOME OF THE LOTS IN BLOCKS 16 AND 17/18 TO BE BELOW THE MINIMUM LOT SIZE OF 5,500 S.F. (AS SPECIFIED IN THE OLD TRAIL VILLAGE CODE OF DEVELOPMENT). BLOCK 10: BLOCK 16: BLOCK 17/18: LOT SQUARE FOOTAGE LOT SQUARE FOOTAGE LOT SQUARE FOOTAGE 1 3603.1 1 7766.3 1 5186.6 2 1735.2 2 5760.0 2 5020.2 3 2318.8 3 5760.0 3 4838.6 4 2441.0 4 5760.0 4 4838.6 5 2018.9 5 5760.0 5 4838.6 6 2441.9 6 5760.0 6 4838.6 7 2322.4 7 5760.0 7 4838.6 8 1749.3 8 5760.0 8 5833.9 9 4210.0 9 7518.4 9 5318.4 10 10253.4 10 6200.5 10 4641.0 11 7920.0 11 5165.4 11 4641.0 12 7920.0 12 5940.0 12 4641.0 13 7920.0 13 5165.4 13 4641.0 14 12556.3 14 5940.0 14 4641.0 15 5165.4 15 6487.1 16 5940.0 16 5555.7 17 5165.4 17 5233.8 18 5944.0 18 5154.8 19 4450.4 19 5074.6 20 6054.9 20 4793.5 21 5863.2 21 4945.1 22 5118.5 22 7407.1 23 4155.6 23 5837.6 24 3528.9 24 5395.5 25 3528.9 25 5416.3 26 4155.6 26 6040.1 27 4182.9 27 5440.5 28 3528.9 28 5451.4 29 4155.6 29 5430.5 30 5118.5 30 5295.0 31 5886.0 31 6282.4 32 5988.3 32 6051.7 33 5319.7 GROSS RESIDENTIAL BLOCK 10 = 4.96 DWELLING UNITS PER ACRE DENSITY., BLOCK 16 = 4.98 DWELLING UNITS PER ACRE BLOCK 17118 = 5.23 DWELLING UNITS PER ACRE PROPOSED 414,925 S.F. IMPERVIOUS AREA: PROPOSED 200,843 S.F. TURF AREA: PARKING REQUIRED: 2 SPACES FOR EVERY SINGLE FAMILY DETACHED G ATTACHED DWELLING = 2 x 79 = 158 SPACES ONE (1) GUEST SPACE PER FOUR (4) UNITS SHALL BE PROVIDED = 0.25 x 155 = 39 SPACES TOTAL SPACES REQUIRED = 158 + 39 = 197 SPACES PARKING PROVIDED: 158 SURFACE SPACES + 140 GARAGE SPACES = 298 SPACES PROVIDED MAGISTERIAL DISTRICT: WHITE HALL MAGISTERIAL DISTRICT STORMWA TER MANAGEMENT: AS DEFINED BY THE OVERALL STORMWA TER MASTER PLAN WATERSHED: LICKINGHOLE CREEK TOPOGRAPHY: LOUISA AERIAL SURVEYS, AUGUST 2012 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 COMMMUNITY 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 LUMENS. 2. SPILLOVER LIGHTING ONTO PUBLIC ROADS AND RESIDENTIAL PROPERTY SHALL NOT EXCEED ONE -HALF FOOT CANDLE. 3. 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 BUFFERS) SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PROTECTION ORDINANCE. THIS SITE IS NOT LOCATED WITHIN AN AGRICULTURAL - FORESTAL DISTRICT. THIS SITE IS LOCATED WITHIN THE WATERSHED OF A PUBLIC WATER SUPPLY RESERVOIR. OLD TRAIL VILLAGE BLOCKS 101 16, & 17/18 INITIAL SITE PLAN VICINITY MAP SCALE: 1"= 1000 FEET 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. 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. GENERAL CONSTRUCTION NOTES FOR STREETS 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 SUBMITTED TO THE COUNTY IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS TO VDOT FOR APPROVAL. 3. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT -OF -WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. 4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION, AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG -9 (A, B, OR C) . 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL 8 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 6 TESTING OF ALL ROADS DEDICATED FOR PUBLIC US SHALL BE COORDINATED WITH VDOT FOR ACCEPTANCE INTO THE STATE SYSTEM. SHEET INDEX SHEET 1 ---- - - - - -- COVER SHEET SHEET 2 ---- - - - - -- OVERALL MATCH PLAN SHEET 3 ---- - - - - -- EXISTING CONDITIONS SHEET 4 ---- - - - - -- EXISTING CONDITIONS SHEET 5 ---- - - - - -- EXISTING CONDITIONS SHEET 6 ---- - - - - -- LAYOUT PLAN (Block 1 O) SHEET 7 ---- - - - - -- LAYOUT PLAN (Block 16) SHEET 8 ---- - - - - -- LAYOUT PLAN (Block 17 &18) SHEET 9 ---- - - - - -- UTILITY PLAN SHEET 10 ---- - - - - -- UTILITY PLAN SHEET 11 -- - - - - -- UTILITY PLAN SHEET 12 -- - - - - -- GRADING PLAN SHEET 13 -- - - - - -- GRADING PLAN SHEET 14 -- - - - - -- GRADING PLAN SHEET 15 -- - - - - -- LANDSCAPING PLAN SHEET 16 -- - - - - -- LANDSCAPING PLAN SHEET 17 SHEET 18 �tizx of o o Christopher C. Mulligan Lic. No. 031672 �o�eSS / 0 N A L LANDSCAPING PLAN TYPICAL SECTIONS, NOTES & DETAILS APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNING / ZONING 00 ENGINEERING T INSPECTIONS ARCHITECTUAL REVIEW BOARD wTx W DEPARTMENT OF FIRE RESCUE T � ALBEMARLE COUNTY SERVICE AUTHORITY O W W VA. DEPARTMENT OF TRANSPORTATION I U a w � U wW 2 N (q 2 o t0 N N m lq Q CL = Q �W �@ 2 OU Wo C4 az Jz � J 00) w Cb 2 UQ r:w Q V) J N O Q _ Un Uj °a b WU ow w L2 0 w0�0o zti O� W aW 20) w Z W O OIL REVISIONS DATE May 8, 2015 FILE NUMBER 8053 SHEET 1 of 18 00 T wTx W T � Z O W W > z V♦ Y z U � O � 0 w W J J 00 0 m J _ V J a L� r J 0 FILE NUMBER 8053 SHEET 1 of 18 REVISIONS DATE May 8, 2015 SCALE 1" =30' W • U a w � 0 I -� 06 w - -f_ I - `0 2 N CI) SCALE I" = 30' 2 0 to -sm-- m -Emu+ m -Emu+ m ° 3, „ W 322.92' - 30 15 0 30 60 " WATER ESM'T. , DB1971 PG 23 N 7g°30'211, W 202.64' -- - SCALE IN FEET cb � m DB 1445 PG 181 ;@ � Z 0U wo °2�g3 0 S 83 °08'33" W 187.74' Jz 0,TH OF o f Q Q QL r++ J _ Q UQ w� r U) J 2 N L� 1 Z \ .16 / � Uj Christopher C. Mulligan Lic. No. 10 N o \ 031672 w� of l's U) LU EGG GL P PROPOSE / / SANITARY MANHOLE SioNA� ��° A LZ O wLQ � W I? Z P: c Oz I� ~ 2T (TYPICAL) w \ w� �6EPR \S OIL W z •. 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L• 446' CG 12 / /� m �ER�G23 .• / �p 1Q 1g1 �19� 5PG 36.75, =38 °1 0 7 °4j„ L =33 • \ s CG -12 w N 32 ° , o\ � %11) 1�, _ cn STOP \ L' O 44 OP' 1 R= 5 0 36' o +44 °\ °- `\A PGg) / SIGN 6 PT15 .24 l�� \ 41 0 3 .1 j \ A , ` \ \ C �O / J CG -12 4, % �o �\ \� 01, J \ / J ' £� £• S' 107 o n \ \ ' N�13 =6' E ' s" PG3g +05• 43 7 w U Ui w Q o a - M P OPOSE o 2\ / 0°� i " n. �� W z a w rn � I _ AN ITARY \ ` ° - \ r `* o\ �\ INTERSECTION ELEV.= 670.75 o s �t �� \N � +p7.72 \ 3 ° nn// 2 L.L w roi a o M ° ° �I o <o ° N MANHOLE / �, pC15 o ° \o\ o- 12 +79.52 GOLF DRIVE , �� ,� (TYPICAL) lz =15 +30.28 PRIVATE STRi ET =� CG -12 f J � O \ \ / / J` `640510 �- �� ° -� \ 0 BLOCK 16 N 1Q / �, cn CO O w o 0 o Z u - o! u \ / J NSO `� �' 1 1 � d' \ / � 5 p� 00 � ' u S�fOP 1� 2 Id LOTS 1 Lu U w w �7 g Z)ZI w L1____ _ CG 12 SZ\ 0 �. SI 26' E.P. -E.P. \/ N6� " (2) 6' PLANTING STRIPS , N ' J \ O -�� 109 i �' 1 / \ ~ 1 /12'0u' E 1 \ N LU Z Z 1 °' Q O W G6 (2) 5' CONC. 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LAT PECORDED ge pP• 377 -388 X A o r ° S RFFT (TYPICAL) =1 11 =1 I I III = III = III = III = III = III = III =III = I = I I I— 11— III = III =III— =III =1 =1 031672 oZ 0 osN �' \ 6� \F 6S sg IN "*56 3 j 61 R moo/ s 87 =III =1 _ _ _ _ _ _ 11 =I I II I II I II I II I II I II I II I II I II I II I II I II I II I II I Il III I f— 1111 s I o Iv a L E -'v — —11I —I — = III = III = III = III = III= 11111111111111111111111111111111111111111111111111111111111111111 N ' Z N � E�evrE A�EYSTREET 66j 93 I I —I I —I I— III — III — III — III — III — III —III ��6 SCALE 1" = 30' �� 30 15 0 30 60 �• • 1 1 =1 1=1 1 1__ __ � 1 =1 � 1 =1 l 1=1 I 1=1 I 1=1 � 1 =1 � 1 =1 � 1 =1 � 1 =1 � 1 =1 � 1 =1 1 1 =1 1 1 =11 s "� __ 53� SCALE IN FEET � REVISIONS DATE May 8, 2015 SCALE 1" =30' W • U a W z 06 U wW N N(2 T lq m N Q r ZD z Qr fY Q rz W ;� � Z 0U LU LL 0 O CL Z JZ mJ O O0) r++ J QUQ w� II.-w Q U) J 2 N 0 Q� Z _ � U'ab) � 0` N O �� Q -ft (D � LL.X O LL W L0 �Z W W �� aW Z I'- Or- �. �w OIL W Z REVISIONS DATE May 8, 2015 SCALE 1" =30' FILE NUMBER 8053 SHEET 7of18 W T 06 N T r Z z fY Z Y � � U � 0 O O w J °C mJ r++ J w m Q J O FILE NUMBER 8053 SHEET 7of18 REVISIONS DATE May 8, 2015 SCALE 1" =30' W • U EX 2 G EsM� --/ \ L _ , 8 �\ P \R� � 6� a ��PSg / II c� 79.8' O - _ 4 , SCALE 1 " = 30 ' 06 ^ \ /a r�� k 5 F \E E\E �(( /4li' EE, , SIGN oJ�6 / (E 52.0' � 52.0' 38 .L LL-5 52.0' _ - N 30 15 0 30 60 No ING Ns� - - ' _ _ _- S 85 °02'39" W 30' ° Existing Pond SCALE IN FEET 52.0' 47.2' _ ti� RG O \ \ \ p SPACE OPEN 381.5' 64.T , ZO a z �m \\ �, \REM yP\ 1vP ? _ 49.5' , 49.5' V, I,1,T H Q F �' l O21 cX ��joP �. / PR�J cG 6 ° 32 / 3 \\• _ - N 85 °02'39" E 49.5' 49.5' - 1 Z �� O �Gi � f wo i ^ ;Iw 6 / \ X -- cj // &� A E GN ° \\ 69.3 _ 49.5' NT YARD SETBACK °' 10' FRO I N I 2 2 0 !� 1 CL r+ �`�ua a v joP E o- / \ \ I 20 I �I �I ry 1 ' 1 g r++ J _ Christopher C. 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SIDEWALKS PROPOSE 1 STORM SEWER M.H , 1 • • /{� / -c \ \\ SSG �1k<\ p X OTS 6-3 3 � 1 II 2��/� �51� \ \ I° I � Z G o o D PI w 1N CD rn a o 'cicn -� ^'rn W +1736 • TMP 55E -1 -A1 °J� O\\ 12kG° \� N \� W ml °_. c� 4';� m \ I� 'I = I W �I �jv ` 1 WcDi "' 2 PROPOSE STORM SEWER M.H , X • MARCH MOUNTAIN PROPERTIES LLC D.B. 4257 377 -388 (PLAT) ^ J" nom 1 0 0 31 30 29 28 I� I W I �I 1 pp. ,\ D.B. 4215 pp. 254 -261 (PLAT) X49 D.B. 4195 pp. 585 -693 (PLAT) _+ 0 I I W ©^ W I I - M _ . -_ -_ III -III -I - 1= III = III= III= III =III =1 • D.B. 3798 pp. 001 -009 (PLAT) _ - ROPOSED �� �� SANITARY I I II I II II II II 1 • 10' FRONT YARD SETBACK - oo _ .,� �10 MANHOLE I, ., O / (TYPICAL) = = ' -- - _ -- __ 60.9' J - �Aj o a2 °04'42' 280' HSD N - a° 10T08 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII II 1 I I -I I -I I -I I- III - III - III -I I III / °` ° /47\ s i _� c o L -, ° p EG o I s s9 °45'10" E 148.69' L =1_0 6 9 CD RO W C R S S= V I R= 750.0' / \37 ROW - O III -I I -I I -I I- III - III - III -III I I -I IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII- 11� • / / ^ v,- TR i a° �so _ \, ��, 20 +00.16 PI _ - ° oo_ 1111�11�11�11�11�11�11�11�11�1111�11�' I�11�11 • _ __ _ L J i �� _- $ 43 a 28o N - - - 0 616 • J , o - - - _ _ _ _ _ _ - D J J ° 26' E.P. -E.P. ° ° , �° ' (2) 6' PLANTING STRIPS y ROPOSED N STORM SEWER M.H + A I I -I I -I I- III - III -III I I- III III - III - III -111= III =11 =1 III - III - III - III -III- -I I I I -I I 1111111�11111�11111�11111�1111 111111 / / • / i OGJ' G��ic ' , J ����o�� / \ (2) 5' CONC. 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