Loading...
HomeMy WebLinkAboutSUB201200152 Plan - Approved 2012-12-20s DEVELOPER: STONEHAUS DEVELOPMENT, LLC LOT 147 100 10th ST. NE, SUITE 301 LOT 148 CHARLOTTESVILLE, VA 22902 LOT 149 434.974.7588 OWNER: TMP 06200 -00 -00 -00300 DB 3488, PG 552 LOT 151 BELVEDERE STATION LAND TRUST `., LOT152 2421 IVY ROAD CHARLOTTESVILLE, VA 22903 TMP 06200 -00 -00 -00500 1 DB 3488, PG 552 BELVEDERE STATION LAND TRUST 2421 IVY ROAD CHARLOTTESVILLE, VA 22903 TMP 06100 -00 -00 -16000 DB 3488, PG 552 BELVEDERE STATION LAND TRUST 2421 IVY ROAD CHARLOTTESVILLE, VA 22903 ENGINEER: COLLINS ENGINEERING 200 GARRETT STREET, SUITE K CHARLOTTESVILLE, VA 22902 CONTACT: SCOTT COLLINS, PE 434.293.3719 TAX PARCEL #: 06100- 00 -00- 16000, 06200- 00 -00- 00300, 06200 -00 -00 -00500 TOTAL ACREAGE: 06100- 00- 00- 16000(PORTION): 11.24 AC. 06200- 00 -00- 00300: 1.43 AC. 06200- 00 -00- 00500: 2.45 AC. TOTAL: 15.12 AC. ZONING: NMD PER ZMA# 07 -04 w/ BELVEDERE COD APPROVAL ON JANUARY 5, 2010 I (ACCOMPANIED BY APPROVED VARIATION REQUESTS DATED 2 -3 -2010 & 3 -24 -2011) NOTE: THIS PLAN INCLUDES PORTIONS OF BLOCKS 5, 7 AND 9 FROM THE APPROVED REZONING PLAN. THE REMAINDER OF BLOCK 5 WAS PLATTED WITH BELVEDERE PHASE 1. THE REMAINDER OF BLOCKS 7 AND 9 WILL BE PLATTED WITH FUTURE PHASES. J• PROPOSED USE: RESIDENTIAL 51 SINGLE FAMILY DETACHED LOTS AND 24 -36 CARRIAGE UNITS = 75 -87 UNITS TOTAL DEVELOPMENT DENSITY: MIN: 74 DU / 15.12 AC. = 4.89 DUA MAX: 87 DU / 15.12 AC. = 5.75 DUA - SUBDIVISION STREETS: CURB & GUTTER PARKING: FOR BLOCKS 5 & 7, PARKING ON LOTS AVAILABILE IN GARAGES AND DRIVEWAYS SHALL BE ACCESSED VIA ALLEYS. FOR BLOCK 9, PARKING IN GARAGES AND DRIVEWAYS SHALL BE ACCESSED FROM THE STREET. ON- STREET PARKING IS AVAILABLE AS SHOWN ON SHEET 3, AND SHEET 6. SOURCE OF BOUNDARY SURVEY: WW ASSOCIATES ALTA/ ACSM LAND TITLE SURVEY OF BELVEDERE STATION LAND TRUST LLC - DATED FEBRUARY 6, 2006 SOURCE OF TOPOGRAPHY: VIRGINIA RESOURCE MAPPING AERIAL SURVEY DATED DECEMBER 22, 2005 (SITE WAS FIELD VERIFIED ON OCTOBER 24, 2012) DATUM: ELEVATIONS BASED ON NAD '83. FLOODPLAIN INFORMATION: THIS PROPERTY IS LOCATED OUTSIDE OF THE FLOODPLAIN LIMITS AS SHOWN ON THE FLOOD INSURANCE RATE MAP, MAP NUMBER 51003CO279D, EFFECTIVE DATE FEBRUARY 4, 2005, STREAM BUFFERS: THERE ARE NO STREAM BUFFERS WITHIN THE LIMITS OF THE PROJECT AREA WATERSHED: UPPER RIVANNA RIVER WATERSHED. THIS PROPERTY IS NOT LOCATED IN A WATER SUPPLY PROTECTION AREA. EXISTING VEGETATION: CLEARED, SLOPING PARCEL WITH GRASS COVER STREET TREES: STREEET TREES TO BE PROVIDED ALONG PUBLIC ROADS IN ACCORDANCE WITH THE CODE OF DEVELOPMENT AND COUNTY REQUIREMENTS. ACCESS: THIS DEVELOPMENT WILL ACCESS EXISTING PUBIC ROADS LOCATED TO THE SOUTH VIA PUBLIC ROADS AND PRIVATE ALLEYWAYS. CURB AND GUTTER AND STORM SEWER SYSTEMS WILL CONVEY DRAINAGE WITHIN THIS DEVELOPMENT. ALL PROPOSED ROADS SHALL BE PUBLIC. PHASING: PHASE I: BLOCKS 5 & 9 PHASE II: BLOCK 7 BUILDING SITES: LOTS 146 -196 AND THE RESIDUE OF 06100- 00 -00- 16000, 06200- 00 -00- 00300, 06200 -00 -00 -00500 EACH CONTAIN A BUILDING SITE THAT COMPLIES WITH SECTION 4.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE. CONSERVATION PLAN: A CONSERVATION PLAN SHALL BE REQUIRED WITH FINAL ROAD PLANS. CEMETERIES: NO BURIAL SITES WERE FOUND DURING FIELD SURVEY OF THE SITE. UTILITIES: ACSA SEWER & WATER ARE PROPOSED & EXIST ONSITE. IMPERVIOUS AREAS: - ROADS & ALLEYS: 2.62 AC. SIDEWALKS: 0.54 AC. LOTS: 1.96 AC. TOTAL 5.12 AC. TABLE 4 - OPEN SPACE: COMPARISON WITH APPROVED REZONING 1B HASE LOT 146 LOT i6o rl/ LOT 147 LOT 163 LOT 148 LOT162 LOT 149 LOT 163 LOT 15o LOT 164 LOT 165 LOT 151 LOT 166 `., LOT152 BLOCKS 11 DABNEYPARK LOT 159 LOT 158 LOT 157 LOT 156 LOT 155 LOT 154 LOT 153 T1 ' LOT 192 . .., LOT 190 LOT 191 1 1 4 II° \ LOT 188 1 LOT 18g \ \ 1 I LOT 187 \ 1 1 1 ' LOT 186 \� LOT 185 LOT 182 LOT 183 ILOT 184 \ \ -. - I I 1 I I APPROVED WITH REZONING PLATTED I PROPOSED WITH PHASE II DIFFERENCE FROM REZONING Block Conservation Area Preservation Area Oth r Green Space DB /PG Conservation Area Preservation Area 0th r Green Space Conservation Area Preservation Area Other Green Space COMMENTS Conservation Area Preservation Area Other Green Space Park or Green Space Location (Acres) (Acres) (Acres) (Acres) (Acres) (Acres) (Acres) (Acres) (Acres) (Acres) (Acres) (Acres) Park'A' 1 2.3 Not yet platted Block 1 1 0.4 Not yet platted Open Space Block 2 1&2 1.2 5 Not yet platted Block 2, Commons and 2 0.7 Greenway Not yet platted Bloc k2 Open Space including Belvedere Blvd plat Block 2 oper space remains to be platted. SWM #3 3 4.22 DB 3543 PG 225 3.30 Total open space platted thus far is 0.92 ac. below rezoning 0.00 0.00 -0.92 SWM #4 3 0.48 Belvedere PH 1 plat 144 platting complete. Open space platted exceeds DB 3545 PG 54 r zoning by 0.96 ac. 0.00 0.00 0.96 Belvedere Blvd plat Village Green 4 14 DS 3543 PG 225 & 1.72 Open space a northern corner pocket parks Belvedere PH 1 plat remains to b platted. Open space platted OB 3545 PG 54 exceeds rezoning by 0.32 ac. 0.00 0.00 0.32 Belvedere Blvd plat Platted open pace includes roundabout and Roundabout #2 Corner Pocket 4 1.2 0'70 DB 3543 PG 225 & pocket parks. No open space remains to be Parks Belvedere PH 1 plat platted. Total open space platted is 0.5 ac. less DB 3545 PG 54 than rezoning. 0.00 0.00 -0.50 Park 'E' 5 0.6 0.53 Proposed 0.00 0.00 -0.07 Linear Park W 6 4.12 Belvedere PH 1 plat 3.04 platting complete. Open space platted is 1.08 DB 3545 PG 54 ac less than rezoning 0.00 0.00 -1.08 Park'G' 7 1.9 035 Proposed 0.00 0.00 -1.15 Park'H' 8 0.2 Not yet platted Open Space Block 9 9 0.73 1.2 0.5 0.37 1.96 Proposed - note a portion of block 9 remains to be platted -0.73 -0.83 1.46 Block 9, Preservation Easement 9 0.07 0.63 0.09 0.84 Proposed - note a portion of block 9 remains to be platted 0.02 0.21 0.00 Linear Park'P 9&10 5.35 Not yet platted Open Space Block 10 10 3.51 4.59 Not yet platted LinearPark'K" 10 0.8 Not yet platted Park 'L' 10 0.5 Not yet platted Park'M" 10 0.2 Not yet platted Rivanna River Bottomland 10 41.85 Not yet platted 83.65 Acres Total TOTAL 53.81 Acres 7.62 Acres 2 .22 Acres Green 10.20 0.09 1.21 3.24 -0.71 -0.62 -0.98 Space or 40% of Site DUNLORA SUBDIVISIO LOT 176 LOT 375 LOT 374 LOT 373 LOT 172 LOT 373 LOT 17q ^- LOT 169 SHEET LAYOUT SCALE: 1" = 100' GREEN SPACE/ OPEN SPACE PROPOSED: LOT 177 I LOT i78 I LOT 179 1 LOT 180 1 LOT 181 I I 1 \ BLOCK 7 I I I 1 BLOCK 9 LOT 194 1 LOT 195 I . LOT i6o rl/ LOT 163 LOT162 LOT 163 LOT 164 LOT 165 LOT 166 ' LOT 167 1 LOT 168 T1 ' LOT 192 . .., LOT 190 LOT 191 1 1 4 II° \ LOT 188 1 LOT 18g \ \ 1 I LOT 187 \ 1 1 1 ' LOT 186 \� LOT 185 LOT 182 LOT 183 ILOT 184 \ \ -. - I I 1 I I APPROVED WITH REZONING PLATTED I PROPOSED WITH PHASE II DIFFERENCE FROM REZONING Block Conservation Area Preservation Area Oth r Green Space DB /PG Conservation Area Preservation Area 0th r Green Space Conservation Area Preservation Area Other Green Space COMMENTS Conservation Area Preservation Area Other Green Space Park or Green Space Location (Acres) (Acres) (Acres) (Acres) (Acres) (Acres) (Acres) (Acres) (Acres) (Acres) (Acres) (Acres) Park'A' 1 2.3 Not yet platted Block 1 1 0.4 Not yet platted Open Space Block 2 1&2 1.2 5 Not yet platted Block 2, Commons and 2 0.7 Greenway Not yet platted Bloc k2 Open Space including Belvedere Blvd plat Block 2 oper space remains to be platted. SWM #3 3 4.22 DB 3543 PG 225 3.30 Total open space platted thus far is 0.92 ac. below rezoning 0.00 0.00 -0.92 SWM #4 3 0.48 Belvedere PH 1 plat 144 platting complete. Open space platted exceeds DB 3545 PG 54 r zoning by 0.96 ac. 0.00 0.00 0.96 Belvedere Blvd plat Village Green 4 14 DS 3543 PG 225 & 1.72 Open space a northern corner pocket parks Belvedere PH 1 plat remains to b platted. Open space platted OB 3545 PG 54 exceeds rezoning by 0.32 ac. 0.00 0.00 0.32 Belvedere Blvd plat Platted open pace includes roundabout and Roundabout #2 Corner Pocket 4 1.2 0'70 DB 3543 PG 225 & pocket parks. No open space remains to be Parks Belvedere PH 1 plat platted. Total open space platted is 0.5 ac. less DB 3545 PG 54 than rezoning. 0.00 0.00 -0.50 Park 'E' 5 0.6 0.53 Proposed 0.00 0.00 -0.07 Linear Park W 6 4.12 Belvedere PH 1 plat 3.04 platting complete. Open space platted is 1.08 DB 3545 PG 54 ac less than rezoning 0.00 0.00 -1.08 Park'G' 7 1.9 035 Proposed 0.00 0.00 -1.15 Park'H' 8 0.2 Not yet platted Open Space Block 9 9 0.73 1.2 0.5 0.37 1.96 Proposed - note a portion of block 9 remains to be platted -0.73 -0.83 1.46 Block 9, Preservation Easement 9 0.07 0.63 0.09 0.84 Proposed - note a portion of block 9 remains to be platted 0.02 0.21 0.00 Linear Park'P 9&10 5.35 Not yet platted Open Space Block 10 10 3.51 4.59 Not yet platted LinearPark'K" 10 0.8 Not yet platted Park 'L' 10 0.5 Not yet platted Park'M" 10 0.2 Not yet platted Rivanna River Bottomland 10 41.85 Not yet platted 83.65 Acres Total TOTAL 53.81 Acres 7.62 Acres 2 .22 Acres Green 10.20 0.09 1.21 3.24 -0.71 -0.62 -0.98 Space or 40% of Site DUNLORA SUBDIVISIO LOT 176 LOT 375 LOT 374 LOT 373 LOT 172 LOT 373 LOT 17q ^- LOT 169 SHEET LAYOUT SCALE: 1" = 100' GREEN SPACE/ OPEN SPACE PROPOSED: LOT 177 I LOT i78 I LOT 179 1 LOT 180 1 LOT 181 I I 1 \ BLOCK 7 I I I 1 BLOCK 9 LOT 194 1 LOT 195 I . .. :z DUNLORA SUBDIVISIO LOT 176 LOT 375 LOT 374 LOT 373 LOT 172 LOT 373 LOT 17q ^- LOT 169 SHEET LAYOUT SCALE: 1" = 100' GREEN SPACE/ OPEN SPACE PROPOSED: LOT 177 I LOT i78 I LOT 179 1 LOT 180 1 LOT 181 I I 1 \ BLOCK 7 I I I 1 BLOCK 9 LOT 194 1 LOT 195 I . .. :z PARK 1 LOT 196 I I 1 v CONSERVATION AREA(AC) PRESERVATION AREA(AC) OPEN SPACE(AC) TOTAL GREEN SPACE (AC) BLOCK 5: 0 0 0.53 0.53 BLOCK 7: 0 0 0.75 0.75 BLOCK 9: 0.09 1.21 1.96 3.26 TOTAL 0.09 1.21 3.24 4.54 NOTE: ALL OPEN SPACE TO BE OWNED AND MAINTAINED BY THE BELVEDERE HOMEOWNERS ASSOCIATION. NOTE: PORTIONS OF BLOCKS 5, 7 AND 9 ARE INCLUDED WITH THIS PLAN. THE REMAINDER OF BLOCKS 7 & 9 WILL BE PLATTED ON A FUTURE PLAN. THE REMAINDER OF BLOCK 5 WAS PLATTED WITH PHASE 1. THE PRESERVATION AND CONSERVATION AREAS SHOWN WITHIN BLOCK 9 ON THE REZONING PLAN WILL BE PROVIDED WHEN THE REMAINDER OF BLOCK 9 IS PLATTED. I. t, \ >� r �A ue °N °a VICINITY MAP SCALE: 1" = 1 000' PROJECT LOCATION sc0 -�' s COLLINS Lic. No, 035791 � s 0IVAL 9>0 Z 0 a U W w Z 0 U) Z LEGEND w Q - EXISTING CULVERT ° EARTH DITCH CUL VERT DRI VEWA Y CULVERT 0 DROP INLET & STRUCTURE NO. BENCH MARK ~ CURB CURB &GUTTER CLEARING LIMITS W ce PROPOSED PAVEMENT T VDOT STANDARD STOP SIGN -- - EC -3A DITCH - - 200- - - - EXISTING CONTOUR z w DEP TH OF EC-JA DITCH 200 PROPOSED CONTOUR o EC -2 DITCH 240.55 PROPOSED SPOT ELEVATION Q .�! TSC DENOTES TOP /BACK OF CURB w �_ g" DEPTH OF EC -2 DITCH TAB DENOTES TOP OF BOX 0 J od �- Q z U ° ¢ 0 o U) z Ln � 00 ¢ � LU t- °- U z Z Ln CL ° W M LY SHEET INDEX TITLE SHEET COVER SHEET 1 EXISTING CONDITIONS 2 LAYOUT 3 UTILITY PLAN 4 GRADING & DRAINAGE PLAN 5 ROAD PROFILES 6 ROAD PROFILES 7 „ DRAINAGE PROFILES 8 UTILITY PROFILES 9 DETAILS & DRAINAGE COMPUTATIONS 10 NOTES & DETAILS 11 NOTES & DETAILS 12 LANDSCAPING PLAN 13 TOTAL SHEETS 13 APPROM by the Albemarle Court Community Development Departmett Date q-7-3- Z o l 3 File _- S Q b z o( z o c0 I Z M M M F- M In T-4 In 0) AV ti M N Vt M d' i O N 04 AV W _J w f- 0 IOU U w U I ��D/� VJ w/�j VJ Jw Q 00 f F__q 0 0 W Uj T 0 Q a V N _ a W P W ° CL ® `o W 0 r 3 c J Wv 0 co m n 0 G T V) Z 0 U 0 `v n 0 n J L w r CL to N 7OB NO. E DATE. 11 SAM 1 112059 1 SCALE U C V, AS NOTED C c v SHEET NO. . ....... ............ G 1 a V N O NOTE: ALL OPEN SPACE TO BE OWNED AND MAINTAINED BY THE BELVEDERE HOMEOWNERS ASSOCIATION. NOTE: PORTIONS OF BLOCKS 5, 7 AND 9 ARE INCLUDED WITH THIS PLAN. THE REMAINDER OF BLOCKS 7 & 9 WILL BE PLATTED ON A FUTURE PLAN. THE REMAINDER OF BLOCK 5 WAS PLATTED WITH PHASE 1. THE PRESERVATION AND CONSERVATION AREAS SHOWN WITHIN BLOCK 9 ON THE REZONING PLAN WILL BE PROVIDED WHEN THE REMAINDER OF BLOCK 9 IS PLATTED. I. t, \ >� r �A ue °N °a VICINITY MAP SCALE: 1" = 1 000' PROJECT LOCATION sc0 -�' s COLLINS Lic. No, 035791 � s 0IVAL 9>0 Z 0 a U W w Z 0 U) Z LEGEND w Q - EXISTING CULVERT ° EARTH DITCH CUL VERT DRI VEWA Y CULVERT 0 DROP INLET & STRUCTURE NO. BENCH MARK ~ CURB CURB &GUTTER CLEARING LIMITS W ce PROPOSED PAVEMENT T VDOT STANDARD STOP SIGN -- - EC -3A DITCH - - 200- - - - EXISTING CONTOUR z w DEP TH OF EC-JA DITCH 200 PROPOSED CONTOUR o EC -2 DITCH 240.55 PROPOSED SPOT ELEVATION Q .�! TSC DENOTES TOP /BACK OF CURB w �_ g" DEPTH OF EC -2 DITCH TAB DENOTES TOP OF BOX 0 J od �- Q z U ° ¢ 0 o U) z Ln � 00 ¢ � LU t- °- U z Z Ln CL ° W M LY SHEET INDEX TITLE SHEET COVER SHEET 1 EXISTING CONDITIONS 2 LAYOUT 3 UTILITY PLAN 4 GRADING & DRAINAGE PLAN 5 ROAD PROFILES 6 ROAD PROFILES 7 „ DRAINAGE PROFILES 8 UTILITY PROFILES 9 DETAILS & DRAINAGE COMPUTATIONS 10 NOTES & DETAILS 11 NOTES & DETAILS 12 LANDSCAPING PLAN 13 TOTAL SHEETS 13 APPROM by the Albemarle Court Community Development Departmett Date q-7-3- Z o l 3 File _- S Q b z o( z o c0 I Z M M M F- M In T-4 In 0) AV ti M N Vt M d' i O N 04 AV W _J w f- 0 IOU U w U I ��D/� VJ w/�j VJ Jw Q 00 f F__q 0 0 W Uj T 0 Q a V N _ a W P W ° CL ® `o W 0 r 3 c J Wv 0 co m n 0 G T V) Z 0 U 0 `v n 0 n J L w r CL to N 7OB NO. E DATE. 11 SAM 1 112059 1 SCALE U C V, AS NOTED C c v SHEET NO. . ....... ............ G 1 a V N O SHEET INDEX TITLE SHEET COVER SHEET 1 EXISTING CONDITIONS 2 LAYOUT 3 UTILITY PLAN 4 GRADING & DRAINAGE PLAN 5 ROAD PROFILES 6 ROAD PROFILES 7 „ DRAINAGE PROFILES 8 UTILITY PROFILES 9 DETAILS & DRAINAGE COMPUTATIONS 10 NOTES & DETAILS 11 NOTES & DETAILS 12 LANDSCAPING PLAN 13 TOTAL SHEETS 13 APPROM by the Albemarle Court Community Development Departmett Date q-7-3- Z o l 3 File _- S Q b z o( z o c0 I Z M M M F- M In T-4 In 0) AV ti M N Vt M d' i O N 04 AV W _J w f- 0 IOU U w U I ��D/� VJ w/�j VJ Jw Q 00 f F__q 0 0 W Uj T 0 Q a V N _ a W P W ° CL ® `o W 0 r 3 c J Wv 0 co m n 0 G T V) Z 0 U 0 `v n 0 n J L w r CL to N 7OB NO. E DATE. 11 SAM 1 112059 1 SCALE U C V, AS NOTED C c v SHEET NO. . ....... ............ G 1 a V N O TOTAL SHEETS 13 APPROM by the Albemarle Court Community Development Departmett Date q-7-3- Z o l 3 File _- S Q b z o( z o c0 I Z M M M F- M In T-4 In 0) AV ti M N Vt M d' i O N 04 AV W _J w f- 0 IOU U w U I ��D/� VJ w/�j VJ Jw Q 00 f F__q 0 0 W Uj T 0 Q a V N _ a W P W ° CL ® `o W 0 r 3 c J Wv 0 co m n 0 G T V) Z 0 U 0 `v n 0 n J L w r CL to N 7OB NO. E DATE. 11 SAM 1 112059 1 SCALE U C V, AS NOTED C c v SHEET NO. . ....... ............ G 1 a V N O 0) AV ti M N Vt M d' i O N 04 AV W _J w f- 0 IOU U w U I ��D/� VJ w/�j VJ Jw Q 00 f F__q 0 0 W Uj T 0 Q a V N _ a W P W ° CL ® `o W 0 r 3 c J Wv 0 co m n 0 G T V) Z 0 U 0 `v n 0 n J L w r CL to N 7OB NO. E DATE. 11 SAM 1 112059 1 SCALE U C V, AS NOTED C c v SHEET NO. . ....... ............ G 1 a V N O 7OB NO. E DATE. 11 SAM 1 112059 1 SCALE U C V, AS NOTED C c v SHEET NO. . ....... ............ G 1 a V N O N O I — / I __ . — '\ . - — Q :__ :11 1, I . __ 1� I ­_­ ____ ------- - 77 . __ f — , __ — — __ - 1, I — � -� , _L __�4 - ___ , _ _.- 1's °°- _ " - I — _�,\__� , — GRAPHIC SCALE I __ ___�__ 4 I" ___ Z,. 1, � 11 \ \ __ i I _! I , __ — ­ — - '-- , - z -_ - � \ I­ - - . ; I "I, . -_ TMP nr,-� A -r%n-r% nn tpr)OTIMIN -_ � i / . 11 - . 1-1 I I "I "I , .1 / - - - - .- - - __ � 1-14-- .. I N -_ --- __.- ! I / , - - - --- -_ -_ I - H � _ - , - - � - -_ \ -_ _. -_ - -_ � _�, ---, BELVE­DE_RE STATION LAIND-T]�UST LLC -- -_ w i -1 1� I \ cr z z -_ -- / -- -_ I -_ , �1, I I I - -_ _t/ I I \ < z z - - __ - - - - - __\ _ , I--- --.---, - I)II 1� _', �, .. \ \ . : 1--, -- _L / � - � -- -- - - - - _-, \ ,� __1 -_ ­DB-3if88_P,G -- - -- -_ -- ' _� / 0 130 60 120 240 / -' -- _ __ , / I I 1-1 z __ - , -_ - - 1-1 ,� -�, \ I _ �, -_ __552 - m__ IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII�____ -------�g 1_� - I __ - - ✓ -_ - -_ -_ �p_ 3 11 Z, 1I \ I _ ; - -, / -_ - - _ �, - - ! \ _ - : -- -_ x --- -_ _ 1\ \ ', 7 I /I , -- - -_ _ - - -- -_ I , --- ,_ I 4 I � - - - --- -- I I , 1 10-04 AC. �_ _4V / -, I I - ----------- T I — I 1� 1-1 — � - I \ \ I I 1� "I 1-1 — ,_ _� \ \ - � , --- -_ I -, -_ -,_ -_ — — — -_ __ — — __1 -_ -_ ____ - I IOU -, - - __ --! � , __ _ - __ - - -_ 1-1 -_ -- -_ - ( IN FEET.) SCOT . COUINS�� -- - i - __ ✓ "I __. \ -- 1-1 I " I 0 - -_ - -_ - .- - -_ -_ _. _� - _�, 1_� -_ - -_ V 1, - Z ", �1' -, �_ , \ \ \ I : 1 z 1-1 1/' z ,-� TMP o62A3-0q�00r-0-0-100 (PORTION) --,-- --- 0 / I I - -_ \ - - - - I Z) 1-� - __ -1 I i . __ - - _ __ - >t __1 1�1 \ \ 11 - 1i i - ,- z - r- I - I 1� __ -, 1\ \1 -,-\ - __ __ - -, __ - ­ - - - - 1-1 I inch = 60 ft. C-) No, 35791 ill . I _F: �7____:� _.- - __ - _ " � __ ;11 I—, 11 \ . __ 1-1 "I BELVED5RE-sTATiON LAND TRUST LLC - - -- -- -- - I- \ _�_ I- _/ - /- - _Z7 \ - + -,-Jzmmu- -, -, - - -_ __ I 11 / , ___ -1 \1 z 1_� z ., DB 3488 PG 552 , - -- - - - , I " - -- - - - - - ---/ - - � '\, - - - - -- -_ -_ � -_ _� -_ -- - -_ - -, --- - --- 11 It I __:�_ -1 I I i z I _ -- - � - -_ __ I . \ . 1-1 11-1 1-1 -- - - - -- -_ '__1 'I-, , - I -_ -_ -_ - -_ -_ -_ - - 1-1 1�0 4116114 EXISTING 7LVEVERE I S p -_ ­. �, -1 j ?� \ I u I - - x I I �, , "X"�__ � 1� - , -_ - -_ - - __." - - - �1/ I - i - ----. i \ 11 I ,- ---A . _�� \1 - - '-500-- 1-1 --. - -_ 1-1 7 \ , P - � -11 \ I . . __l -�__, I-- - \ F- 1. z 1-1 -_ ­ - , ­_ __ I I I - 1�1 \ _ - ___ - _� f __ \\ 11 10NAL V1 I , - _ - - /Z 1�/` .4 I / -_ - -, / I i ­__ .__ _�_�� - ­_ -- I , - U) - . -1 i z �_ - - - _/ �_ - -_ - - \1 __ �, __1 11, "I 1�, '_1 ,-, , , -- -_ _� -_ " - - __ - I � I I- - 1 / __ I- __ - �, I � _ \ ­I1, - - - -_ - 11 - � - - -_ __ - - __ __ --I-'- *> � 1 1 /-/ z z __ I --- --_ 1-1 -, \ '--, __� ___ - -;7,_�_____, ­-1-1- j I \ 11, I _ / _ ____, . 4111 ------- - __1 1__ ­ _ -_ -_ i �_ - I -_ '_1 , I I I I I I,/ z __ ____- - � 1-1 - 1, 1 , ------ , I- � z , - - \ \ '-, I- � ___. . ,---. I I I 1-1 --_ � _', 1 \ /I I - -_ 1, -, I -, - -- \ -�, -1-1 " '_1 -, , I I I 1 - -�- _ I ! - I rl,-----, -_ � _ _r - ­_ - - , - _� -.-- , 11� I--.--- : "I �11 -1 - , - \ / I/ __ -_ - - - \ �, , � '_1 - . P-1- � I \ .. --' i - � 4-- . - , - 1 , ,� - \ / - . �\ _� - - , I ::�� ` - ____ - I / / 1// ,� ", ,� _� �_ - - ___ __ - - -, TMP o62A3-00-00-00100 (PORTION) I ,-� / I _�, BELVEDERE STATION LAND TRUST LLC I I , - .. / Ir "I - __ - - __ - __ -- - ---- _iV77 ­­-�-­ �__N-___ 1 1 i // " - I 1 � — - I I' , - N I/ ___ III i - - I / 1-1 __ - - I I I---- -_ z _� ,,, \ \ \ , , - -490 - , /___ DB 3488 PG 552 " \,_ 11 - - I / I , \ \ " _�� \ �, ­_ / __ J, I z \ -_ - - / -_ -1 I \ -, , \ \ - I / "> _�_______ _j 1�/ 1-1 \\� , , \ � \ 1�1 \,\ , I I - I I I m .__2.___1_ E6-N ­7 _6­1-4- SAN --------k 11 I i �_ � - - ____/ "i 1-1 �� ___ - _ - __ � ! I I / / / , I I 1, \ 1 1 \ � __ - - I " -0- - . i � �', 1-1 - ___ --- X .-- J. 1 / -1 11 - -_ --r-__ -_ .- , --- � r.- . I � __ _ � 1 � ( -_ -_ -_ , � ) t . 11 �, 4 --- / --,��, ,- ­ I / \ / / I � ff I __ - � . _� " ­_­ _ - i / / / I � \\�� --- \ __ __/ / �/ 11 ­/ ­ __ __ - A _____ . / � I I � � \ " I I 11 -, __ I - r . 1�1 -------, .�_ ___________,_________ / / \ -- -_ I ! -, / __ - -_ -_ --- I I I .1 - __ ---- � / p ITT / - I/ /: � - A \ \ \, �� --_._ __/ "I, / / � /-,-,----I-,-- ­L .- - - - - _ 4 \ � i I I I - - " --- - / ,,,/ I I --�, -_ \ __ i , / I T , /____ ___ / ,\, , - � I/ I- / " - �K- - -_ / � \ � , � � ',- -_ -_ ,_ -_ __�� / / /11 I I / -_ �\ 1-1 -_ -_ - r__ I" -------,-- __ \ 'i 11 � 1-1 \ I - - I / /_1 'Z - - _/ � 1-1 ,� 1-1 1�1 /__1 / / / -_ -_ - --- I - i'� \ / / ____ ", -1 -1 Ij . / /_ I I / \--------- -, \ \ \ ) 1-1 -_ -_ -1 ,_ �, / -_ � -_ , \ ' - I / / - - 1\ ____ X / 11 - --I —_ -,- I \ \ \ \ � 4 i- -- - -, Z -­_ 1� 11-1 _�/ / , _ '1/ I , -) _11\ \ i I --,-- -- 11 � \ -_ - ,, ----------- - - - ___ z I , I 11 --- �\ __,_,____--_;5� ___ __ ,;;, - -_ _____z' - - - - __ __ - __ - .-- ____ - 0 ____ -___�:- ---,-- 11 -_ - / / \ ­_ \ ­� - - . I—, P'o6200 D-0 2A:X�rU Q --- -_ _,_� ____ /I --:: _/._ I ---,,------ - '�MST_LEC___ -I.-- -- =­­z —_�- -_ --- - - - _-, 7 - --:::::�- - \ I \ I \ \ '� _\ ---__:::�_:::7_-::�L- -BEtVEDFR-t­STAT10 ' D � - ____ ___ -, - - � �_ / 1-1 z � ____._=..W� ­_ TM ,�PG-Cr�-O PORTION) j - I I / -_-_��:��--- / J_ i ,\ -_ � I ----,.---- _­ - '\ CE --I v� L11 / r . -, �, -_ - - ::__� - - — _�=-_- w I-- ­-, --- __,:�� ­_ _�� u I I � - 4 --,--. --2--- - / \ -I--- - ( I I V \ � �/ - -1 )L_ /I------ -_-----DB­36 -_ ----' _ \ - - ��___��_ - ---7------ . __� N ul / I __� \ \ - - - __ ___ I- _Z74�G _=�_ ---::--- _ - __ --- - - - - _� V) - . I------ ­ gi��--_ m m � __ 0 I _�_ ­ -­ __ - -[MP�o6-2oe-eo-eo-oo2Aj Lu / -7- ___ - - -, - 0 \ , -_ - - - - -_ --- -_ -_ - - - __ - -"- _ -_ _ - - - -_ - ,----- :�i�_��_ \ / __ =:._____-z­ - � I - - - __' ___ ----__�__ \ I ( ;— \ - - _ _� _- 1.26 AC. ,� - 490-- '11\ -,- _(F�O�TION) 0 - �� _ _ I _ I _� `__ f , - - - ___, _ � � -'---- ,�__ - TMP o62Go-m-oo-000Aq I i _. \ \ I - _ __ - I) � 1-1 11 f __ 1-1 - 'I- __ __ __ - \1, 1_ BELVEDERE STATION LAND TRUST LLC --f-----/- i __ / I -- -1 I - - - __60 '1� __1 ( 1-1 ��B 0 - / _1_1,�___� i _. _�_11, � � B �LVE D OR-E-STA-B 04 LAN D._T_R I -_ I - _� _� - -_ _�, -_ � - .�� ,_ /' 1_� / ", -_ -_ - - _', j -, -- _115-27 - -_ z ��_-, / Ill- __ I -1 I I �� / --­::�� C - i _�LSTLLC_ ___ _I___ ---.- I \ __ - � - --- - __ - - - P-Gfi68 _ __ -- - - __ - ­_ , �_�,L , z . _-) i - -I:-- — -_ -_ � - ,-- -_ — -_ -_ --74--- __' " - - - — ------- V) I __ I \ ---- T_ '\ -1 I- -_ 9� __�_ - , ,__ . � ___r______z_ - .-.__ - i � � -F I I � ­_ :7 -;;—" , - 490 ___ - � ,_�7_1_ — _� - I I " - :�� _' \ ­ - I '. ­_ , 1-1 -_ _ — — -_ > . I — - — — — _ LLI - _��__*.­ 't�_�__ I \ � \ I / i I I 11 x 1_ 1 -_ -_ — — — — -- 1-1 -_ _ _ -_ ---- — — — — — — - ( - .1 . 7 \ - -_ �, �, -- ,_ " - � - --- - - f - - - - -_ -_ -, '_ - -_ -_ .-- - __ - - - - - - - -- -- - - z -_ z z , - - - - - / I \ I—, - 1_� I- - _ - - -_ - - -_ -1 - �1,1 __4 _ I " � I - 0-- - -_ -_ - -_ 1, , / �, I -_ I I-,' - N \ _)Gl E ---- GL :=_iGLE V�E�­---Gz f� ---..?- -_ -1 -I' -_ , � -_ - - , �- -- - - - - -_ - - --- ­_ z - I \ \ \ � I �, � - - 1-1 1-1 / �, � L - I 1 -490 - - __ � ✓ , - - 111� I- _ - ­ , \ __1 \ 1\ __ - _-, 1 -7 ____ -_ -_ __ - - _; 11 -'R = 2 2,5 (�O -_ - _­ -_ --- -_ -�., -1 " \ I\_1 ,_ I N -.I- __ ___ \� 1. - , -Z-// 11 I - __ __ �_ - - \ __ -1 __ _ , - - -- - -, z . �_ /' ,_ -1 / L=31.865-, -_ - - - -_ -, __ -480 - 1z � , �, - \ I N ­­ , , . I 1-1 11 ,_ -_ -_ -_ - -_ - -_ � _ _ -_ -- _ - - ­ \/'p, I - - , - __ \ "�� , - \ I I _ _� ---I- b Vv -_ - b I W ----,-- vy ,.- 11 A=,&�, 1 4b,� - , � _­ _� - -,--- _1 . - - - _', - -_ - -_ -_ -_ - -_ - -_ - --- - -- - -1 1�, - ­ __ I \ 1-11 , , I i� I I '_1 ­\ i I � —_ "I-, ,, I 1� �, -_ - -_ -- _,­ -_ -_ --..- __ -_ -_ , - � ­_ -_ - ­ . -_ _ - - "I - - 1_� \ I" , I I __ 1�1 - _' 2 8' 2 -1:44' E - 6-5._00 0 - -- -- - -- -- -_ __ , -, - 11 \ i X . ­ �, I- ; \ I" -_ - - __ --- -_ --- 1_� �, 1.1�, �_ � \1 �, I 11� \1 '\ 1� " __ I I \ ,� 1 -- _/ -_ -_ -- ---- - _. _. -_ z , , " I \ - -- __ _� I \ \ ­, -, \1 \ / I __ __ __ - I �, �11 __ - - Z " . . ­ 11 I ,,-, --,, __ / z / 11 .��,', I ... ­ ­ �� ­_ — q_�, 11 ,�, [. - 1-1 I I �, - -_ � __ __1 1-1 -1 � \ \ '_1 , "_�, � - / / -_ \ \ 11� . I � --,--- -, -_ 1_ �, ,_ - - k6o, - -- tl::i-34-.8-3-1;-�=2-4�500 - - -_ -- -_ - _ -- � - - 1-1 -1 ­� 1, , I - I ­1 \ \ ­______ //� �_ ✓ __ __ �__ __ __ * 2 5- - --- 34G '- - __ - - - - � ­_ - � - - ­ ,// z - '__ '__ _� 1_� 11� 1, I \ \ 1-1 �1� \ I—, ,�,,\, I I /I ; ,, "' - I -_ -_ __N 4-5 V­5 .0-3-"E 3_. .---, / - - -_ -_ -_ - - - --b,-- I � : \ \ -_ ,� '­ \ 1� R-43- 5�' 51.20�� 84:,�774" -_ -_ _� �, - - -_ -_ - - -_ - -- - -_ - � - --- -_ - - - - -- - - , __.- -_ - _ -_ - -_ 1_� - - . __ -1 �, , I 11 \ 1-1 -� "I i / I -_ , 1-1 \ X L_ _j L -1 I - - _,-, N89* 0 I �, �_ - - ­_ - -_ , -_ --- _ --- _ - - -- - - - 1_� 1�' I I I I I . . __ I , \ I \__1 - 2,/' 3 1. 57. 2 5,'z; ' - -_ 5�, ­� I __ I-L -1 '� � I'll \ �, '_1 \ -,,, / I/ 11 \. I \\ , \ \ i - _j L_ _j - / I "I - - ,q 9" E I 1_� I �_ ,-L­i12.5:H6, x�-z4.50,0--------�,---A=.8-1-45--7Q- __ __1 ,-L��a.925�,R=�Z4-50LOI_ - - - - - __/ -,__ - - - __ - __ __ _"jr ,- , (A -,/I `� _�. 1_� � I I I I 1� '_1 -, I',, _�, ,- i�� , , Jj I -_ -_ 1-1 ,\ \ . r I - - - - I w / I/ 1-1 / "I - - __ . - --- -_ -_ .- ­_ ­ , .1-1 I -, - 1_, I,- - \ _ - -_ �, - - ,�, _ _. - _-, - , ­ - 1-1 - _� I '\ \ 1\ � �, z 1_ \N< 19 _@(D A � - I'- -_ --- - - - - __ -_ 1-1 -_ � -- -_ 1-1 - , 17, _� 1\ 1� \ - , / / I/ __ \1 � .- / A=-7b,2-3Q*1,- - - - - Is=- 6b:�a- 2 9 0 ' ' __ - __ __ lc k (D(:D8G '/ —, —_ �_-� _ — I- " 1_� \\ \ . 1\, 1�1 _� -I- - , , )0 z "I I- -1 -11 -11 \ ) -m 11 / 1, , - ,/ / / / I / �% imv �_ 4-3!:��gL 5I ,2-�_ 141.223' - - /� __ --, " / - - __ __ - __ - - '�, - __ - ,.- -, __ __ - - - z LLJ ,- I e -_ - - '�, � I - - _ _ - / _ - - -_ _� - .,- I '1 � I - ( . . , I (\L )\ . r16 -- , z I ,z I 4 _ - __ - , 6 — _�� __t=_sA 11 I -, __ I I �- - - - __ - I/ , / __ - � - - - __ , __ ,_ __ __ - --.-- �_ ­_ __ , - - - - — -_ I . �Alf,� -_-_-_=4-L_- 9A\-1T-=---- �SAN -, I _= I I \, �, I I _-, __ j I - / / I 11 - -_ - - - -_ - --- -_ --- - -- - -_ -, -, -_ - , W� I " I ,/ "I n�li - - -.11 - I- __ - - - -, -,, - __ ­­' , I '\ \ I z �K 2C§'��I� 42-2-2-7L - - '- --- - - 0 !;c - , 1 I � - - -- ,/ ,f I _ _ _ _ __ ___ __ __ _ __ ,-- -_ - -- ___) AN \ --- I- - � I I \ - I I __ - - - - __ I/ �_ __ 1-1 % -- \ \ \ \ � - ! - - -_ - -_ - ,_ ,_ - -_ � - - - - 43% -- - - - - -_ - -_ - i - -_ 1 � � /1\ \ -- , � I -_ - - I— __r _ I ...". ___ ------ ___ /.----.. __1____t __7- -_­ -_ -_ - -- I 1\1,) - ,3+ - I, -E- - _,�, - (A - 1. = � . � . \ \ __ ____ - - I I /- -- - --- / /1'5 �,eE,- 314.8;7 Q2! _34L 1_5._�4 -32-B 2 5 _1 - 1_� I.. �__, - � 77- , - 11 I -_ - _ __ . -- \ 11� f : '� _� _ , __ _� ,_ __� / \ - - __ __ __ - - HO �' 1� 1 IN 5 2;/ 5 �K 2 V'�, - 2'9)� 1-- _- - -­­ - - __ - - - / �, � �_____ - - / - ­_ __ 1__� 1� '_1 __1 / �, ­_ , - _� __ - __ - - - - / . \ \ 'I 1, _1 - - � -T - 11 ___1 - \ -_ -- - -, ____L / 1�46* W-'--OB_8C"-W ­1-35.554�� ,�6 � / /' /-- ___-_______ �,__ ____ ----------.---, -_ -_ - ­ __,� - -_ -_ z -- IN4 � \ - __ -, - __ I - I - - - - 1.50-0.7/ ! / / _� - - _'. -- --- - - I , -- -- - -11 I - ___ \ . \ - - I \ \ \ \ \ , . / // -, = 41 � / ( ,�, ,- � - - _ - _ -- �_ -- -_ � (- -� --, ,,. / / ,-.- ---'I---- . . -- __ __ I F I I . - __.. cx / / / / I - - - -_ .- -_ - '_� 1-1 I- -_ I— __1 .� - _ - _ -: � i-��- � 1 � �__, 11 __ / I- .��Y__, /I - \ \ \ : M-k,r\ - ____1._...­__ - _ - jl/,/, - - - __ _ " z �IS "I , - __ __ -I,-- __ __ __ _ ___ -, __ I" - I . I/ / / / / I,- _�-�= __ __ __ - - > I ,� \ \ \ I V co 1i I -,,, __ , `__" \M - 5f' Y3 15" 1 1 / I / / - - __ I- __1 __ __ / \ \ \ \� �� �, ,� - - / - ­ .��t3j q T _ L .;g6, 14 6 / "' /" � - - -_ - -_ - -_ - - --- -- ,_ -- / --- / -_ -, -_ - \ \ � , - � I __ - ___ __ I 'I \ \ __ I , ril um _t_AL _ _. - - -, / / / / I - � �-___ ,-- ___ 1-1 __1 - _/ __ - - - -1 / / 1-11 " - __ jf_ _ � ... ­ jt_ _ � 1� .- � __­­_,_ P �p \ \ \ \ �- �, � t, � , -1-1 _ __ -1. \,.. &I � \ I X, - _�_ - 01 --- � --- ------- 4 __� / / / z -1 I— - __ - - __ __ I / - ­ - - ­_ __ - __ __ / / / / " __ uj , , F / -------- -- -- , __ - - - __ - - --- - , _-, , I / / __ - - - _ __ __ - __ I _ �mi� \ ­ - ...� 16,7�' --- __z . ­.1. — ::E - __ - / / / / / , ,,, ) ­ - --"-.- ___�_ __ _�, , - 1-1 - \ \ \ , I . )D. -.-- - - I , / X, I r ,\ \ \ \ \ 941 . I /'//'/ - - �_ 1-1 / I I - -11 I -, -, I- / __ -, \ \ \ - - - -11, � \ \ , \1 \ � I - - --- - - //// __ I / / ) / / / / / / / /1 ,_ -1 _. - __ - "I ,_ - _ - --- __ "I __ f / / / / ­' ­_ � ce : I \ � I - __ - - ­ -, - __ \ __ - _ - __ - _1 __ ///I/---, __ __ I I __ /\- - "I �, __ ", __ � .1 __ _ __ - _� I- - / ! I/ __ - j - \ \ \ \ \ \ k __ 'A . __ - - - __ __ 1-1 .� I __ �, \ \ \ \ \ L- �_ -1 - - 48 - - - - - - - - / / / / / / / / / / I / 1 - - - _-9- - - ­ - __ - '_1 1-1 '__ � __1 \ - / __ _,_ - � .1 t --- -'I,- __ - (n \ \ - __ __ - ,�, '-A, - [ .- - - __ . � .1//// __ - I / / / / / ,- -, \, __ - = - - __ T. 5-0 __1 '1� 1_� _�, .-- - I— \ \ \ \ � __ ­_ / _____ __ � -_iE \ \ __ - - __ - - - __ - / / / / / , - C 1 T 5T6, R�:E47 6 - - 1_� r-,�- - __ __ _ _ __ - - - -- - - " -1 ) t � / i i ( ?* .--- \ % I \ � - - - _�__ - "I 1 a , - I / /, / / /- - - \ -- -- -- __ -A­24--�-2448 - -- - � I �, ", i � � __�,_ __ - - z \ \ ��,_ ' \N I " _' ,/ / / / / / , "-. -450--- __ _ 1-1 - �/ -7---�,__ I , N\01 " I , L =_4 2� 4-1-2-, R-2-77.0 ao� ' LIMITS --) - I/ - ,� _�__ _ --- Lu I � __\�, - - - __ __ - __ - I - - - - / / / / / / / / ­ - - - -- - - - ­ _ - - PROJECT '_1 -11 __ ___ - - I/ � 11 I �, - m: - I IN _40'_52-' -5j_-2,o1!E_-_za-aa& ' _- � / / / - ) �, - '--7- � � �- �,� I \ - _ - __ - - A=-90_00 ____ 2 - - / / - ,� - "I 00 - I i , - \ \ \ "I - - -- - --- -- / -I_ ;�_ \ � - - - - 52' 51 TE- -53_._b_0bT - __ / / / / / , I / / , / / - -, - 1-1, '_1 `_� � ' '�" _�__ _� - - _ - - /11 I/ j z z . \ I � \\,\ ��,_ \ I - - __ - --- - - I I - 57 1 _ . - C�-'E- -2&-.99F9' , , 1'� "I - . - / I/ I -^- ------ , \ \ I _,_ __ - �111 / / / , , - - . T \\, -->-< " _\ - -/ > __ - __ __ - ------ � . I - - ___ 07' -a&-8 - ! / , / � �/ __ ---- ::� __ - - - - - _ _ - - - - - \ "I -11 __1 -, \�',� ,_ - - - __ __ - - - -- z / �, 0 , _____ — — ­ — — _� — / / / � __ — — __ I __ � � I � � ", 1 '\ — u — I - /-- — — — � I/ / / /-- <, ---:.- -:�/ --, - - " — — — -1 \ 11 "I \�� Z __ \ I I < V) — \ - \ ­ - - - _--­-, � \ \\ `\ - . / -- - \ / - 42._T1 T, , -, __ __ , ./-- ,,--z _,::�- -,`- - - � - - - __ __ - - 1_� __ / / / � ) I lt\�_ Ln (f) Lu / ,_ I __�__ - /. \ "I \ !-_ -, . / -:�:E2TbqO- - - - - - __ I / / / / / / / / / / / / / . __ - I- I t - - --,--,?,-- __' - - - \ - 1-1 -1 __/ ��,_�__Izf��"!E�;_ _fff� Z�zzz��_�,,��,, -1 I - / I 1 ___4 T __ - \ - __ \, - / _�=89 99,89 - ( , - __ - -.,- __ __ - - - __ - _�_ __ � - __ - _ \ 1-1, ", _ __ , ,_ __ - - - -,- __ / I-- ", \ \\ U Lu ;:� \ i \ �_, , __ �_, , - �_ �_ ,/ / -:5: __� � __ I- __ - - __ _.- - "\ �.� _� I—, '_1 __ _­ - __ - - / - __ -1 __� ___ "I 1- __ / / I I � z < = LL , \ V\\, 1\ " 0 1 Nj:��47' 08.80" 67.584� " __ _1 -I- - _ 11 / / / /I / / / //,:�� , '__ \ \ � �,, \ - � - - - \ `-, - �, -- - __\ ­ - - - - ✓ . 0 _j 06 LL - I _00�� - � . - 1\ 1- � , \\ \,,\ \\\ - - - ­__ / I \ \ 6 < r li�� - - - \ � - -, - - � __ - ,�,\\ , _ --- __ _� - - '1� , �i��_ I I - '­_ - __ __ �_ 1_� �/ / / I // .1 -1 \ __ - I / 1 " / ,- ,,- ,�, , i .. __\ . I � -..-- - - - - \ . I __ I \ \ � � , - � - -_ -- � - _ \ '�_ 450- - - - - \ I ( / j //1 __ , � cr-L � z _. __ I_ - __L__�_ . _ - - �_, � LI-18.094, R=1 �§.500 / ( , __ -11 - - 11 / ,_ __ I - --, - - - - - - - \ "I __1 --'- - " � ,.� Z) -, I z \ \ _ ✓ t- - � I , "I _ __ \ - __ � , , / � / / / (-) x > 0 I -, I", I _, " , I/ / - � I �, - I p� in � / A=7.0766,--- c__ .__ __ , \ \ \ , 11 \ -_ I __ �_ -- -- - - - __� 1� I I 1 f � / / 1 I // Z ( ,- ,- / / Lo ca u __ I I 1, ,_ --'/, "I, __1: .. __ / - __ __ / ) \ \ --- __ - __ - _", 1_� �_ �, /- / / / / ,- -\ \ \ \ , � , ,I \� �,�- - -- - __ - _,_ , �, \ - __ -- ­ I \ \ � \ - I I - ,-, __ I _____ __ _. __ - k, � ___ - 1�1 \ �_ �_, - " -,,- \ \ __ - / ul =) r� I I I X 1 Z � z z - \ \ � �, _ 1­1 1_ \ \ \ / 11 I - 'I- - - - ___ ------- __ \ \ / / \ - /" " . __ - - \ \ \ I ( I - - -- - I .- ­ -11 __ \ \ � � , , 11 --- - \ \ I z _j z Ln Lu ,- -, IV �, " " / , , I z I- -1 I-If- I \ ,\ I I \ -1 -, - - --- \ � i \ __ 8 < \ \ 1\ P \,� -_ - - - - - I � __1 \ I - 11 --- �_ __ ,,� '-, '\ -, " - - \ \ I \ \ \ \ ( 1\ / il \ 1� ­ - - __ - _� - - I \ , __ _ 11 , \ \ \ ,\ I � I /I / \ __ ___ - \ \, \ \ \ \ I . I I I I __ \ \ \ "� �, - \ \ \ \ \ \ \ - � � 0 ce uj - 4.7 9 2, 3:�;;l 4-6,-5-00 - - - ­ ­- __ / / 1, ,�, - _ ,_� -1 ­ - - I . 11 "I, � \ \ \ I (n � \ ,� �_ - - _ _ - - __ / __ _ - __ __ / _ \ 1\ ,-, ,,- -_ "I Ix ,_ �_, - __ � \ \ \ " t k I I 't , I -- -- - ­, \ -"- ,,, , �, - 1\ \ \ \ \ \ \ \ \ \ '. �-� %_0 - ce I" 1-1 , ­_ __ - _ __ - - - __ - / I - I - ­ __ __ - _�� ') I \ , � � � I I I \ ,��_ � -, - \ I - .- \ \ " 11, �� '\ , I i - __ __ � - -1 - --- --- - - --- ��/ __�_'-Az;-_U. e7-5b , \ ", ---,�- __ __� "I __ __ \ � � � I 11 - � \ \ "I 'I-, _�_ __ - , t I \ \ \ \ \ \ \ > 1-� Lu Z !� I \ � �,,�, I _ - - - . I - / ,Q / -- _­ 1z \ \ \ \ � - ___ - - I I \ ,,, -� _�, ,�, 1_� \ \ \ \ \ \, \ \ \ . __ W \ - - - __. - - _ 1_ 1. �, ,__ -,, 1�_ - - - � - - I I I , I , \ �, ,\,�\_ - - - --, 1 ,\ "I � , �_ - N \� \ \ \ \, ,\ \ \_ , Q� - U z -, \ I 11 - -__ - __ \ ____ - __- - - � i , ,,, - - - - \ --- - --_ V) " (9 _ __ - _ __ -,- --' ��. I \ \ ", \ \ \ , _� - - - .. - __ __ __ __ - . - � \ \ 1, / i I \ j I ) Ill \ \ \ I \ '\ \, \ \ \ \ \ \ \ � __1 Z vi � `_� , ", 1-1 - - - --- _-, � , - __ --- __ - , I � � S8,8'-49' 45-9Q"w 1 2.488' 1 \ __1 ,- / / ) I ) J 1 1 , � - I- __440, '� \ I \ \ " "" __ -,, .� Ln , ,,�, \ " "I - - __ '�, \ , - - \ I __1 / / I 1 / / / /// / i \ I / � \ / \ \ , \ \ 1 \\\ �/ - 11 - __1 , C-'144.400, ,R=3"�8.500 '- \ � I \ (L I 1_�­ \ "� _� __ - - -1 __ \ 'T" \ N - - *1 I,- �­ _� __ -� / I , / I I/ � I \, \,� \ \ I I \ \ '% "I I , I- : - -1 , �_ �, 41- � \ I _____�_ , \ 1-1 \ 1-1 1-1 - - - __ -,- - - I \ 1\ - X - - - - - - ____ - - ___ __ � -1'' I \ \ - 1-1 �_ - - - __", / / / / I / "I \ I . I � \ \ T-8-5-8-T / \ � \ \ \ , \ \\ --, - � I � � 1 . \ ,\\�- --,, , . --- \ \ \\\ , .�,)\ 0 1 �, - - _ .- � I , - I �, / / / / / / / // '/ / , // / / #- j � , � .\ / �11 . \ \ '\ Lu � -�, __ �-----_-_--_ --All -,=--'- I ---��_' -,,- - - - .-\ - __ __ _47Ll'- - -- -- -_ - __ --- ­­-z '�\< "' ' , _� \ , 1-1 I I \ , \ ---T-- I i � 1i \ \ " \ /, __ - __ - _ \ ) �1' �, 1-1 / / / / j I I I \ -1=4.10p, R= 24 - /G. 02 1\ \ , \ '\ �\ 1_�, W � - - i $ _� � I � �, \ � I \ > Z -) - 1_�\ __ -14- t__47-.0402 \ ­_ I \ � I" 1� � . I / ui - -','\ , ) ., -`m- _ - __ - - \ I I 11 , /_ :��i * i 1, �� —.----- " _ \ *�, 1) I I __ 11� 1-1 z 1-1 / // / //////// / 1, / / / / (_ ti � \ \ \ A=O.OP52 �, , \ I I \ \ \ \ \ \ '\1 '11. - - - __ �� , z ,-' I / / / / / ,/ / / / / 'I-, \\ - __ - - ___ _. _ - --.-- __ - - - __ 1� I -1 / ,� ___ __1 - __ 11-1 z / , j I I /,- 'I '. � \ \ \ � I I 1 I' ce --- " \\\ __ - - __ - __ --- --- __ --- __ \\ \ - __ - - , _ yl __ --- � _� - I—, /z, I / / , , I I I . � � 1 / ( __ ­_ " ` "I I \ � __ - ... ____ ..... - ___.___ __ - \\ \ I __ - " zr T 1( / z " __ _ __ - ___ - �__ "I \ / / / / __ z 11� / I / / / I I I \ \ P I - I I , I EXISTING LIMITS\ , - -\ , -'\ \ - - __ I/ '__ - -- - "I I I- z / / , 06t, R=�8.500 " -_ � \ � I I - OF NMD Z�--,��, -� -___-_-_-_____-_______-_- \, \ V \ - /_ --. ,_ - ) / 1-11 / / / / / I / / / 1 '/ "I _5�Y 31' 1/5.9�"E 59�01,3'� 1 ! , __ ___ \ \\ I I/ ___ - - - ­I---,- - - - -\ / __ z / 1 &J, \�_ \ � I -,, \ I "� .- - __ _ - __ - __ - - -- --- - - -, \\ , - __ " \ I/ / __ I / � t I . I" \ \ - - - - - - - __ __ - -------------- \1� . ." I I- , , I I 1�- �= 8 - �, 1� "- / / ; -, \ I \ - I 1, I ) / \ \ 4_ \ \ \ - - - _� / x / / / 1� I I I IWO'. \ � Q, ", - - - ___ - _ - - - - __ -, __ \ \\\\ \ - - __ --- \ __ , 'I I, 9 , ��,\ - __ � ,,, 'I, I — -T�,/ 4�40"E 1 _z \\ � 11 .� I I �PO \ � I-- ✓ \ I j - \ ,,� .�,�/ / / I- / / I . / , I / I— / / 11 / / / N , 1_� 1_/ / / �i b I 8.b6 / / / \ �,O 6 , . / / I I I / I ,/ / / \ \ � 11 ,I I � , \ ­__ - ,� \\, -TMP 62-00-00�� - - --- __ /I �_, , i 1 I \ 11 \\- \\'\ -� 1�_ - __ - _­_ -, ___ \\\\ \ __ - -___ -1 /(PORTtON) / / / j I - 1-1 � I , \ > ___ 1�1 2.4i�' __ - -..-,,TMP 61-go-oo-:L60 I-- / / / " / / III , \ � \ \ \ \1 �, 11� ,-1 __ �,/ . I\ � \__ __ - -,-,- - - * F -- - ­­ _- -BELVED - ' \ \ I � I -- - ,-- ___ =7 \ I ,-1 ,- ) 1\ , _ - - = =- =- \, I \\ \\ \ I \1 I / _ ERE STATION LAND TRUST LLC / -\ BE LVEDERE/STATIOr* LAN EYTR usT/LL ,,T / �1_ z __� I / / \ \ \ \', ( \�, �__ 1-1 � �_, \ . , 5 _� \ L-� - \ \ V , I 1 I I ; I I , \ k \, \ , ­,-\� , \\ "', I I- ?/ \ --- / - 11, - - -_ \ \, C ,_ �111 1� .11' / / \ �\ Z I ,-" - --\ % I �j 1 1 ,� � \\ \ \ \ _. \ 1 � , -,\ \ � \<\\,:\-, \-,-� I \1 - v ­ __\ - / ,- ,,, DB 341� / _� , / DB 3488 PG / / / / ,, I - "I �- / / I \ I-,' , - _/ � \ \,�� \ - __ ___ - __ __ - - _1\ '� \ . ) __ 8 PG 552- - - \ / I I I ., I 1 1 / - \ \ \ \ � 1-1 , I \ - �, / / \ �,,- I 1_� I-, __ . '� I I " \' \\ 11 _­� v - - - - - �_ __ 1'� \ AC.�o / ,_ , I/ \ I �\\ I 1� \ _. �, __ / / ,��[, �) , " , � \ z -11 \� ) \ CN " \-'\ I I - 1\ / I ... 14'--1\4�1 , /I �9�3 5 - 2> 1. AC. . - — \ \ / 1:1Z24 / ,- , -, I/ / � i I 1 1 1 1 1 ( (,� " I I I , \ \ I \ __ 11 "I I . \ i I I � \ 1-1 \ \ , -, \1 I -,- — — 1-1 11� ,_ , I 11 . \ Lu , -, � __ -4-IC"l I i � cn '\ I ,\,\ ,,,� \ \ I -1 11 y ",'I - ,\ \ _� - , I 1 \ '� '_ _\ \\ I \ 1\1 - - - _ __ / / / / " �,5T-- __ __ "I / I I 1 I I I I , , \ \ __ /- , " � I \ \ 1\ 11 1, I - ) Ln I L\ \ �, ,\ __ ,- ,�, 1__� "I \ / / / __ / i I - � � \ \ \ \, -� � \ I / !;� r-1 ,_q t N r-i I \'\ ,,\-- \�, -,\ \ \\�\ 1\ - j - - � __ - - / \ \ / / /I ,�- 1� , 1_� \ � -_ \,> \X'11 '\�� , ,,-, '\'- "� \ \' '\ ,�-, -, '\\� � _ __ - - \ __ , , \ ­460- - __ - - - - � \ \ I / / / / /_1 - 1� / it I I I I i i / \ �� - z .,-� / I- -1 __/ i I 1 I , \ \ \ \ I a �� ,i� :;�� I \ 11 . , __� 1-1 -11 \ I I <' I �,��, , 1\1\ '� ) I ,� 1. -1 - , __ 1-1 \ z , 11 I 11� - . . I- ,,, � -,� \� ,\, ) I/ I / \ �_ __ _( ) /\ IF ___ / \ \ �, __ / / / / / / / _.- _ "I 1_� / I I I /Wil I I \, \ \ \ \ \ \ `-� \ 1�1 __ . r- - I/ I/ __ ,-/ I . I I 1 11 \, \ \ '--, \ \ I—, 1-1 I\ I - , - I L I 11,\X /�/ / , //� ( \ �� ,\ L=32. ­91-5.506 - - ` , - - - \ �, __ - \ \ __ I / / / / z �, ,,- / I I i I I \ \ - --, cp- I -, --�, __ \ I- 111�'\ I g4 �, R i; - - __ __ __ -1 / 11 I I , �,)k I \ \ \ \ . \ \ . \, __\ I I/ 1�\ \\\ \ / \ 1-;q I __ __ ', \ - - \ / / / ", _� I / 11, \ \ � I , \ � ✓ < - - __1 _�, 1-1 - ��= 4�. 8 Gr7 R=2529 500 11, I I I \ I " \\\ \ \ '\ ___ __ / 'A:19:635 ` ,_ __ - - 11 "I \ '11� \ \ / / / - .� I,- / i I I � I I / 110� N1, \ \ \ 1�_ __ Q0 �_ ,� , - , \ \ / 1__� - \ - -, \ \ ", / , / - -- W, ,� 1_� , \ 'I,' , � ,,-, \ / �/ / 1� / I - \ 'y __ - /I __ - I I/ .,- - �, \ _� __ - __ I \ I �, / / / 1 __ I __ __ _11� / / I I I I , �, \ , \ 4- U,�"/-98 " k \ \ -,, -, , -,, I I \ 1\ I i - .- 1. > -..,- __ - -, \ \ \, I / I I jj\�\\k k -, \ \ , __7�� \\ \ ' R�=422.5_ __11 \ ___ / / �_ -11 � I � 1 (/1 , "' , \ " -- - ,-, I \ \ 1\ ,,\� 00,---- - - - - 1, \, , __­ 4 - - L = 1 8.1 8 �,!, - - � �_ __ __ "I \'.' '1� - - - __ 1`1� , \ ��, I __ 11 .�' , -1 / I/ I , I I � 1 1, ) I 1, 1_\ \ \ \ \ / z /I ,-� i . \ " - -, \ \ \ \ j .. I \ \ '\ �� , __ - , , - -_ \ � - --- � / I " / I / OW, I c- \ ,- �, I �, __1 \ �, I "'61 ,\ \ ,_ - , " \ . 11 ,,-----A=2.466j6 1, I ., �- -�- , ,,, \ '_1 -1 / , \ \ __ , / / � - 1-1 �, I j \ '\ 1-1 �1� \ * I I \\ "�\ \ � ,� I—, I I � 11 - I -_ - - �, 1-1 -,, -_ __� \ \ / / r_ AAO' ) I I 'i t �\\\�\'�t �\ \ \ \ , ', --I___- til ,-- ", _/ � -- -, \ 11 - ,\- ,--� -,-- \ \ \ "I __'A ,�, �: I 1, - __ __ .--- - � / \ \ , 11 __ z I , \ 1-11, . , \ \ 1\ \ 1\ , N36* 57' A,�9" 55. 0 Op' /" �,_ \ -, �, \ '�,,__ \ \ \ / / ,/ / __ . / / I ) � �o \ � \\\ \ \ \ -�, \ \ -,, - - - __ __ ,_ � \ \ 1\ , '\ ___ -­ I � - \ \ \ \ \ \ \ \ \ / / 1-1 z "I 1-1 / / I � \' � \ \ , I �, �. \-��\ \ . - /�- \ I I �, -\, �, -�, \ I/ \ ­1z, \:-/ / / ___ 1, I � \ � . \ - _� \ \ / / / / / / / / I / 1 �\� m\ \, \ \ --, \ �, ,- 11 ---I,(--- L9 �, , ,A\ I,- / /4/, / , \ \ \ 11, ___ - _.- - __ \ \ 11 'I It ,-- -,, \ 1\ \ \ � - - - - - \ \ \ 1-1 / / / / / / �/ z z ,- / If , �_ - - - -, �0,- - . �"____�\ _� QA K '_ �\� \-\- � , / �, '_1 - \ \ \ \ 1 \ \ --, - \ \ 1-1 / / z z 11 � \ , -�'-, \ -\ \ \ '1� - \ _r ) ". I \ \ \_ __ - __ __ / / - I \_1 1_� " / I 1 j if \\ \ - __ � _____ \ cr) '1� 1_1_� '// , \'\ \ \1 \ \ I �, "I , I \ � �, � \ \ - __ \ I .,_� I I � Z:� � \ \ \ \I- - --- - ao _­____ \ x , - P \�' \ \ \ _� - I ) / __ - - I / I I , - _---,- I I __ " /­ \\ I � --- - �, / / 11�� 1-1 I , / / ) , / , �'N %\'\ \ \ \ . � \ \ - �< I/ ) I , ` . / / I / / / / ) 11 z 2 T- _- - // ,\ , , / / / / / ,/ / - _', I X\ I , I , , I i , , \ . - ,_11 I 1\ , �, I /), \ I \ \ __ Z:tv / / / � � , / \ \ ,�\ \ \ \ \ / / / / / / / I ( �1_ - .11 / / ,�'�\ - ____ - / I - \ , I � \ ) \� � -- -4 /0- \ \ \ \ \ \ \ \ \ \ __ 1-1 "I / / / / / / / / / / 5 �- - � "I 1� � I "t \, `��, z rl%_ .1 - _�_�)" I I / I / , /// � I I , I \\\ � \ , / \ \ \ _- \ \ \ \ / I / ", , / / / / r, � " �� \ ,\ \ \-,_ ,- , �_ � It - - I , - '� \ , \ ,- ,�,\ - \ �, I / / / / / / / / / / I / \ , I \ \-� - - - -- ­� \ \ \ \ \ / / I / / / )\\,-430' 1-1 1� "I / / / I I ,'- , It,, \ \ \ Ln __----- \ \ vi -1 . �'Iz_ \\�', I\,\\- - -, I 1-1 / / / / / / / / I \ \ , \ / / / / 1� �, 1-1 / / . / 1�4111 � \ (10 _�__ -� � � =� M - I - 1-1 / / /I � - - - '1z__1 � 1� — - - - / \ \ \ / / - - -, I - 'I � `,� I \ ­ / _j1 , "I \\ N\ �, \ \� \ I / / / A � / 0 -------- ;_��,�� -­� , \ \ 1, / , / / /,I I � I \ \ / I / I / / / I - �11 Z / // / __ ) � "I \\ \ \ \ '\ ` - 1-1 "I \ \ \ \ \ z / / I / / / ) I� � Z, / / /, , �\ \ \ � �_ / -1 I -1 �, (:Dl�v� Z_ I / / / / \ I - \, \ � . 0) - -1 \\ � _� \ " " / \ . - - --'- \1 __ -11 / / ' / ) 11 _._: < � " \ , I',' I / - - \\ '\ S49* �f /' 26 " / 49�.27/1' / / , / N �� N-,z , I � N 1-1 \ /� L- 5°688, R=47 �7. 5 0 C�- / / - \ \ \ \ \ / .Admlh A ' � ,� , � \�\ N - � , . 05 IW . / 1! / / / / - - �, � � I i I \ - " _' \ ,\ \ 1-1 I z / /I , / / / I 11\ 1\1 \ � / I i / / t;151 0 1) � �, / I , Arl9am 4 _� - - \ '\ \ 4-,5. u b:4��F /I / x z / / // • ,-, - \ \ I / I I 4�' 1 * //"'3 .4�b' / / � / / " I /' " - �, , , . , <�,-,- , \,\ / \ \ � , \ I ) : / , / / / / / / / / _��Q 1) ( � j . p - - _ \� , z ___44L '� � .- \ 1, \ \ \ �Z9 5.61,4;'� R / / / / / / \ \ \ - __ - - _\� \ \, \ \ \ I . i I I 11 / i / / ( ) � � / � 11 11 m m , - '\ 7 '\Z ' - \ , 1, \ =1,9�50,P/ // \ '1� \ . \ � I I i / / / / / I 11 i / / , 11 � / ) m I - - �, y ,\ I-, I W(I -\-, / 3 I "W \,5 000' __ - ___ 0- 28,6071 z I/ / /I / / / / / , / \ \ \ "I , I NN 11 11 \ \ '� . I / I i, I I I I ,I 11 / ! / / / / / I / - / ,-\-,, I �\ I I I/ / I, amdbm 't '� . 117 1 1 i I . \ z z I \ \ \-------- � \ I ,--A-"---i---� If / I y I \ . I I 11 �, 11 1�1 I/ / / / I I I I I I 1 1 / / I / I I/ /I /I 1____-1 I 'I-,' I � -_ I ", I -,�, 1-1 q, " / / / - — '\ ') i I f / I I � ( ,/)/ / /__� , -- __1' I �, -, �, / NO* 12','38.12"V 5.1p�' I // / / I / � ,. "I I I I I . I I / ,/ , , \ \1 / \ , / I/ / / A (b I � , /___ - - I 11 '. ) -I- ./ I \ 1-1 I / . \� // I I 1 4so \ \ I I r---1 ) \ 0Y. k CN / \ I ,�o A _ I --I--- _111--­ I / \ . - �, � 11 yl�l � \ - // / / / TMP 6,�-oo/bo-�3' / / I / / 1\ \ \1 - __1 , I ) \ TMP 6 F-1-2i6 ) ) I 1'� ) . T--/ / / / / / / , I--- - / / I I rn � "'� '�, . I . I C) I / - T. z / \ \-, - _ -,- \ / / I ,_ - / I / . . - / . x \ 11 cr) V) 0001N 1� I I , _� 1\ / / B�kVEDq ZUST 41�C/ / / / / t - . -, , ,I - �, at ST�ATIO I 11� " / ,t,f LAND TP / / \ -\ ', � / CU R1 / t 6 J - - I 11 I " � 1-1 I / M m 0 c.q / __ / �'^ . I/ / , I- ­ — ­1,A \ TMP 62Fi- / I I / / ,, / / �,_ \\ \ -- / / / _� _\ ! 1\ I / ,D`B 34,88 PG 55 / - / / YA Afi� / I ,j / /��p'l � I A I I I , - i I 1+ 1_�� / z z /At- x / / / / \ " --- I / f /' / / / / E-RO , P - RICI _� I /I I/ IV / __� . --- ----I � %.14 z \ \ .. 1, - - I/ / I -2-45, / I / __� , \ __ I I � � /C ,,,, ,f I _____ \� ---,L- - . / / 1 i \ /I N�\ --�, / _j r- / / "X 1�1 , �, / ,/ ,,, " /I ,////// \ \ \� � \t I k zi MP 62Fi-215 TMP 62171-23.4 I 11 \ / I / � , ///1 \\-- ---- / / � /( I � � z / / / �, � 1 c t j I- / \ It / __ �_ - -/ I / ,- 1-1 ,- ,,- �, Z I // Z ,- -,, \ __ -) \1, �_ __ - -,r - ,,,�, �\ \ COOK, PATRICI R W% / I I 1I I I I /�� , / I , :5 1 � K: -11 ,,-- �- \ - I 0� ( . --� ,---,, '/-� I � � i � BENCHMARK: ,-, / I 1� 1-1 _��, , � __ JOHN HAYMANS 1 �- - / _____2w ! I ��, �, ,,, Z / � " I _`\1 .:,\ \ \ I � ' TMPo�2!Fi-oo-oo-oc � I i ----I--- I I I ,- ,-- 11 � Z ,- I 11 \ - _- -k �. ') N \ L--------­___ � 1 __7 j - // _ i 6 -D q-, " //��, , 1 i . - 0- - 19 ( 454. " I X ,,, ,,- Z / ,,� - ) ,�\ �_,---, Q OR , / , *// /// / z - h, \ -1 I X 4v � , � I (A '/ A, I z z ,- Z .", ,- / I q / j , / / 1_/ w ! \ / /. / �/ / E FfOy , J� I 1z �, , \ I �_' , E-S IN // i I .� t;3 I- \TBC/DI CORNER I Z , , --_j / MARGARET MYERS .� �, /ROBERT HAth" _____ 3 I \ , I "I ,,, ,� ,,, �, X \\ ) " 1, ( ___1 , / 0 . . ___� / i- , 1) 0 , ,_1 1z x I 11 zz Z ,- ,-- P, I _____j i I '--,, 7n, ) / / / �� / _j ! %,�,,,\ __�ATUM: NAD83 K��-,�5' -�,3-5f_ /-- - _', A I'l I I �l/// ,,- ,__ j //)I III I . / , / (n ,-, ,,, ,,,3Y - _/ 1, �� 5;W .84'3'1 1 / / L \ I f __11 \ / /- I - \. 11�1 z X 11 ,_� - z ­' - - --f I / b2FI-217 � \ ,_ _____ 1 I f / ,/` i 1 ,//­ f �, / )) ! � � I I/ .0 I ONE= _j < z i , 1, 1�__11 I " / zz z Z ,� , , / / / // I !ill , � I / , I i � �1� �* �`_� / � ____ 11 "I I- ,-. I /,/ x I -,,, " I,- � " --- j 1! I , t--,t ; 11C�GINS, � -'I---- __�_ I I 1 ,(( /,- , \, -�_,_ _�-, // / I __ ,``\i ( - ,�, z ,/1 �, � , I "; I , I I N, I I/ " / I 5; 0 0 ; ------ , I \-/ " -,�Y,, M" .,Z26"y / I 1-�'') I ---,,- z ,/ . . / m rq U) Q� P__4 I/ / III N 11 w �,; - �, , , CL I \ . / 11 - //, ,,- �/ I /�, / 11 i 1 \ \ \ I ", i j i \1 I I \�\ —400 --,-' / I / " / / / 0 " I \ . I \ " c_> " Z � . I ___\ ____ '_ � / �� :3 � I -- _,�) / 11 � � 11 ,-' :1 I 1�� �_ I .. / " � z , 1 1 1 i / � I z 0, ,,-, ", z //l I I I ) � -- '_1 \ -1 ,\ I /\, I / I 11 1 ') \ I ,� I I z 1�_ ADJACENT PROPERTY OWNERS TMP 62-6 " ,- --- z I/ /1, '] I 1 , I/ / / � I \_ / �, "V I I � 0 LLJ c TMP 062GO -5A-12600 z , ,� / I -�/_ , �­` �- ( �i /// .1 :;w ,- 1_� 11, I I ) i / '­� ___,� � li I jp� I /, I / I ,,� A / Iff _j 0 'O�' G —01 /x "�\ , IIIIIII), , � A / � MROWKA, JOHN C OR ELISSA M L6HR, ZZ - / 14 1 1 ) I I f / U ,2 TMP 062GO-01-4A-15100 1_� , /y) I , I i I ' , I I I I I .. ,,- �/// . - I / V) 'a ANDERSON / 62F ILI j )�/ ,[, ., . y �,/ / 0� (�) // �! /, , / 1 I I� 1, 1 22 / \ I \-.\ ,z __ \ m I , I f i\ , I / //. " _-,� I ( ; I I- \ I � I / /w ,r -----�_. // ( 1�1 / < 0< HIX, JANE H TMP 062G0 -01-5A-12600 - ­1 /1, , \ �� ALCELLS, � . . / - . // � / / � m ,-- ,- \ \ / //" �// // / �j / / � / \ I ! / N m N _r q) � . I '� 1, // 11 I/ m m m ( Z f OM BELVEDERE STATION LAND TRUST; / 1 i �,/ I ,� � \\ \ t, MARCO�� _� // / I _j �, _r u ,u , TMP 062G0 -01-4A-15000 -- - '"i11 , � . J \ \ ____ :� �. I A / / // / I k , 1�; -) -4 Od Vi a\ MANOOGIAN TRUST ,/, / N� \ \ / - �sq� I , - CL 1. cz WEAVER, LISA T ,�'�/ \ v4 1, / / , I / - / _�� � S� I i � .- =x 1:11, \ -, , i \ /, �_ L, __�, I I �, �, �, / I /// / , I --�' / m z nN TMP 062GO-01-5A-12800 __ " \ 9, 1 � \ ui V) 'a 0 / . __ ///x / / A/ - I I / / TMP 62-oo-o0 -i6 // , I I --,----f \ I / I k�� I . ADAMS, MATTHEW T _- ,,- I..., c z: 0 TMP 062GO-01-4A-14900 \_11 BRUEN, GREGORY D & DENISE R / , \ / , --,-------- I / \ \ \ k I 11 ///// , '�( Z, / v 0� a LLI �jl --_,__ . I � I \) � � ), t W t V) ESPOSITO, FRANCIS A OR JANICE R / / / I \ \ � //�j j(''. i I / y • w / k uj " z \ / � TMP 062GO-01-5A-12900 / '1� Ill I / // III 1, � � '\ I 1r, 0 TMP " -01-4A-14800 0 TM14�FI-219 I � 111 \ /// , ", �_ 1-­` BELVEDERE STATION LAND TRUST; 0 '. � @ / / ' , ( � � v ul v 0 REID, RITA M ROBERT M HAUSER & STAN C MANOOGIAN TRUST / . / HARVEY, . bUNLORA SUBDIVISION \V ' � I I . I -11 / / , �� I i / � D Lu -6 - . 3:, / _, THOMAS OR CAROL I I I I ] , I x i I �o ( /_ - /__ - , I > . s cc TMP 062G0 -01-4A-14700 I 'I-,' � I/ � 0 TMP 062GO-01-5A-13000 \ I '----, . . I I I /, f I ,I F_ I �u ; q) c i __ . . I / 0_0 I � SCHOTT, RONALD W (D BELVEDERE STATION LAND TRUST; i / '__1 / 1, . .__ . ___ . f i, 1 1 I" 1'.1 I / w uj D t, ___�, z -0 , i I \ / . r I � 03: STAN C MANOOGIAN TRUST / / . / i /11 I -----_ '­1 . I ._�, I / I I w a- w ____ 0 TMP 062GO-01-4A-14600 �_ 'I-, . .� -q� I co 2 w . / a, 11 ... 0 KENT, TERI S TMP 062GO-01-5A-13100 I ! ; / ____�_ / °_ / 1_�, 11 0 I '1/ I �� ryo IV p /-, , / m a- i , I x I . - HOCKLING, ASHLIE B OR KELLIE M ")\ 11 I '1� / . �_ 0 9) L / , i / R1 f C 0 I , = / . . /_ - " //// , .1 / (f) >1: I . _� ,�/ / a / / �, / I / E D TMP 062GO-01-4A-14500 TMP 062GO-01-5A-13200 X � . I I I_ -0 0 . . . " , . .1 8 C _f; @ SPRINGER, GEOFFREY B & JENNIFER S, TRS (�) BELVEDERE STATION LAND TRUST; �. / / / __1 I--_ /,/ / / / / � fl F- Q'3 TAN C MANOOGIAN TRUST t I '1� . . . - I I/ I w a m i . I �;.cz m� . ��_, .1 , / / / ' I 0� uj �a I . --_ 11 I Ld 4) . 11 z . . - // I ILL (D o I 1� '1­11 / , �/ � z Lu -, SOUTHERN PROPERTY LLC . . / < z LONERGAN, HARRY C III OR ELIZABETH E TMP 062G0 -01 -5A 13300 I /_',', � . / / / 11 V) a TMP 062GO-01-4A-14400 @ / -1 . I . It ',�, (D J, '___1 . I/ / . I J C) " .. I - . 0 TMP 062GO-01-5A-13400 ,_��_ . / -1 . / , / f / 11 / C:) 00 TIMP 062GO-01-4A-14300 CONOVER, SANDRA K OR ANNE M GARDNER I ____ .. 1_11�1 . I . . / 1. / � 0 CD � .- I 0 . / / \ 0--, 1`1 I ( . 0 c - N GARDELLA, ROBERT J OR LYNN E / / / \ , 1�11 \ . - , TMP 062G0 -01-5A-13500 \ I " , 0-6 i . I 20 c 0 BELVEDERE STATION LAND TRUST; \ I - 1� . (---/ f a:6 / "\ . i / ?.2 TMP 062GO-01-4A-14200 TAN C MANOOGIAN TRUST , �. / 1�. . "I \ I I u .- ° I ui U) \ \ . . _j D 0 . \ I / / \ . / ) �_ -6.2 . r X t -01-5A-13600 ��,� / / - a) ; . . / '1: b 4) D TMP 062G0 / / / / \ R / �_ �� 0 . \ w U) BELVEDERE STATION LAND TRUST; � � / \\ \ . �0�1.�_ * . r-n Lu -, . / . N 64 LLJ (L) 0 / 1 2 :c a u 0 TMP 062GO-01-4A-14100 . TAN C MANOOGIAN TRUST / 11 / / \ \ / / I M 0-0 ': -0 KERR, BEVERLEY i / / / '� . / / , \ . I / JOB NO. IV 0) &TMP 062GO-01-5A-13700 I I . I -E i I � . \ \ , I . D I 0 BELVEDERE STATION LAND TRUST; / //----) I . ,\ � 112059 -'a0 I I . \ />/ NOTES: c TAN C MANOOGIAN TRUST I __j Y . / ,/ / L--- . 1. TOPOGRAPHY PROVIDED BY VIRGINIA RESOURCE MAPPING. TOPOGRAPHY IS BASED ON AERIAL 1-1 - . ____1 / , \ . .!2 D r I . \ / DECEMBER 22, 2005. SITE WAS FIELD VERIFIED ON OCTOBER 24, 20122. SCALE 0 �Q TMP 062GO-01-9A-14000 I -6 . � - Z / I wQ; ---- �+ I I � I . I I . � x \__ - ! I I - - + - - I , I I - - I i I -'- 11 V, N_�- y A i � I ----.-,/ �> . I � z I ;;;;� __ 1 ( fl, � I [fl) li i I ___­ " I 0 " ,_ - __ _�C '\/ / __ IK ,,, =:----7 - �\ ___/ - II ---- _,�, � I I '1� - ' �' I I I I a, . I 11 oa I I I , I / 2. WPO BUFFERS DO NOT EXIST ON THIS SITE. 1 =60' �, D 0 I / -1 I BELVEDERE STATION LAND TRUST; I 1 I-, . \ /I .1 i 11 I . . \ 3. THERE ARE NO FLOODPLAIN LIMITS LOCATED ON THIS DEVELOPMENT, PER FEMA MAP c U I . / . / . a'. TAN C MANOOGIAN TRUST � i / �, w i i � I / #51003CO279D, DATED 02-04-2005. 1: i I 11 / / SHEET NO. C I � . I / . \ 0, I / - zy ", / 4. CRITICAL SLOPES WITHIN THE BOUNDARY EXIST AND WERE APPROVED TO BE IMPACTED WITH -a u I 11 0 . 1­1 . . I 0-0 I � . X THE PRELIMINARY PLAN. . 2 w / I / \ i . 0 0 . _c w 1 0 \�' 0� 00 E 01 'q <�01 41- 7— 0 0 0 0 FUTURE FUTURE Cx) 00 FUTURE DEVELOPMENT Cr! 4­ DEVELOPMENT 1, w DEVELOPMENT SCOTT COLLINSZ No. 35791 BELVEDERE PHASE I DEVELOPMENT 17 NOTES: 1. CONTRACTOR SHALL VERIFY ALL TIE-IN ROAD& ALLEY CONNECTIONS FOR ROADS TO ANY ROAD EXISTING OR UNDER CONSTRUCTION. N day, r CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE ENGINEER OF ANY DISCREPANCIES BETWEEN THE EXISTING ROADS AND/OR CURB AND + 101VAL t ------- ENGINEER TO INSPECT CURB, ROADWAY & ALLEY GUTTER AND THE PROPOSED ROADS, CURB & GUTTER. CONTRACTOR SHALL CONTACT J . .. ....... ..... ........ ........... TIE-INS TO EXISTING ROADS, PRIOR TO ANY CONCRETE OR PAVEMENT BEING PLACED. . . ..... .......... ....... ... ...... . .... .. ..... . ...... 2. CONTRACTOR SHALL VERIFY CURB AND ALLEY ELEVATIONS ADJACENT TO THE SANITARY SEWER MANHOLES TO ENSURE THAT MANHOLE TOPS ARE CONSISTENT WITH THE ADJACENT PROPOSED ELEVATIONS. 3. CONTRACTOR SHALL PROVIDE ENGINEER SURVEY WORKSHEETS OF ALL ROADWAYS, ALLEYS, MANHOLE TOPS AND DRAINAGE Co STRUCTURES PRIOR TO INSTALLATION OF CURBING, DRAINAGE, OR UTILITIES TO COLLINS ENGINEERING FOR REVIEW AND APPROVAL PRIOR 9+50 0 00 11+00 12 +00 13+00 14+00 15+00 16+00 17+00 TO CONSTRUCTION. COLLINS ENGINEERING SHALL VERIFY ALL SURVEY SHEETS TO ENSURE POSITIVE DRAINAGE AND PROPER ELEVATIONS ........ . ....... . . ..... .... .. . .. ..... FOR CONSTRUCTION. mc-rm"r­m KiTHE rnKrroAr-rnr) SHALL TEST rllr- AT Ml %/rAD_ - AKIn rNK11 DA—­ TO rnkIPIPM THE SANITARY SEWER i 4. r-ml%jr-, INVERTS AND TO ENSURE THE PROPOSED SEWER GRADES CAN BE ACHIEVED. S. AS SHOWN LABELED, THE PROPOSED ALLEYS ARE PRIVATE. 8" IN . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . w 8 W 6. GATE VALVES SHALL NOT BE CONSTRUCTED WITHIN THE CURBS, GUTTER PANS OR PAVERS. 0 0 .......... 0 7. FOR THE SANITARY SEWER LINE BETWEEN MANHOLES DNLRA-3.2-22 AND DNLRA-3.2-21: CONTRACTOR SHALL TELEVISE THE SANITARY 0 SEWER PRIOR TO CONSTRUCTION TO IDENTIFY THE LOCATION OF THE EXISTING LATERALS. UPON LOCATING THE LATERALS THE + + LO /Z Ln CONTRACTORS SHALL SCHEDULE A DISRUPTION OFSERVICEWITH ACSA&THE HOMEOWNERS. AFTER THE SEWER UPGRADE HAS TAKEN PLACE, THE EXISTING LATERAL CONNECTIONS HAVE BEEN RECONNECTED AND THE DISRUPTIONS TO SERVICE HAVE ENDED, THE CONTRACTOR/ SHALL TELEVISE THE LINE TO ENSURE ADEQUATE CONSTRUCTION AND COMPLIANCE WITH ACSA & BUILDING REGULATIONS. AN ACSA FUTURE REPRESENTATIVE SHALL BE PRESENT DURING THE TELEVISING OF THE SANITARY SEWER AT ALL TIMES. ANY SEWER MAINS IN THIS SE IONS DEVELOPMENT FUTURE 0 " THAT CANNOT BE TESTED SHALL BE TELEVISED. DEVELOPMENT C" E GLE GLE LE L GLE G' L E GLE G I FUTURE u DEVELOPMENT EXISTING LIMITS w s" W IN F' __8 v 8" IN 8 w 8 W OF REZONING 0 0 0 FUTURE DEVELOPMENT z PROPOSED 8" TYPE A B.0 (TO BE SERVICED VIA W 0 21 ASSEMBLY W/ 8" G.V. �Jl "9 PROPOSED SANITARY SEWER MH 24- MH & WIL W THIN BARNETT ST 23 IS FOR FUTURE DEVELOPMENT& SHALL r uj & BELVEDERE BOULVEARD) C)" REMAIN SEALED/DRY. INSTALLATION :: �" SHALL OCCUR AT SAME TIME AS 1 4+ffG CONSTRUCTION OF PHILLIPS ALLEY & MH I "ALM 1 4+00 24 SHALL REMAIN OUTSIDE LIMITS OF PROPOSED 8" TYPE A B.0 MH24 A ALLEYWAY. LIT M H 3 G.V. ASSEMBLY W/ 8 PHILLIPS ALLEY F_ r__ F_ r— r_ PROPOSED 2o' 0 0 3VI, 0 0 ---(ALLE Y—a _AQSA ESMT. -rr-' -I n 11 A I MH23 b 0 0 0 b o T 1226 20 +0 20+50, AH21 19+00 0 1 -p- 4_� 'I-, 4L_ EklStING I nT CONNECT PROPOSED 8" SANITARY SEWER TO EXISTING SEWER MANHOLE SANITARY SEWER CONNECTION TO EXISTING BELVEDERE 104 W %9 LL! 0G�v - Vg uj — lb LLJ t LU -r Z� -7 -EXIST 7NG U SANITARY tr_ CONNECT PROPOSED 8" SANITARY SEWER TO EXISTING SEWER MANHOLE CF) SANITARY SEWER CONNECTION BREAK EXISTING 6" SANITARY SEWER AT Lu Lu TO EXISTING DUNLORA FARMS LLJ UJI z OF EXISTING 6" SEWER. TIE EXISTING UPSLOPE 6". u 04 S/L INTO PROPOSED MH iB, UTILIZING . 2. ,/ DB 1539 PG 0549 EX.08"ACSA 41- 7— 0 0 0 0 FUTURE FUTURE Cx) 00 FUTURE DEVELOPMENT Cr! 4­ DEVELOPMENT 1, w DEVELOPMENT SCOTT COLLINSZ No. 35791 BELVEDERE PHASE I DEVELOPMENT 17 NOTES: 1. CONTRACTOR SHALL VERIFY ALL TIE-IN ROAD& ALLEY CONNECTIONS FOR ROADS TO ANY ROAD EXISTING OR UNDER CONSTRUCTION. N day, r CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE ENGINEER OF ANY DISCREPANCIES BETWEEN THE EXISTING ROADS AND/OR CURB AND + 101VAL t ------- ENGINEER TO INSPECT CURB, ROADWAY & ALLEY GUTTER AND THE PROPOSED ROADS, CURB & GUTTER. CONTRACTOR SHALL CONTACT J . .. ....... ..... ........ ........... TIE-INS TO EXISTING ROADS, PRIOR TO ANY CONCRETE OR PAVEMENT BEING PLACED. . . ..... .......... ....... ... ...... . .... .. ..... . ...... 2. CONTRACTOR SHALL VERIFY CURB AND ALLEY ELEVATIONS ADJACENT TO THE SANITARY SEWER MANHOLES TO ENSURE THAT MANHOLE TOPS ARE CONSISTENT WITH THE ADJACENT PROPOSED ELEVATIONS. 3. CONTRACTOR SHALL PROVIDE ENGINEER SURVEY WORKSHEETS OF ALL ROADWAYS, ALLEYS, MANHOLE TOPS AND DRAINAGE Co STRUCTURES PRIOR TO INSTALLATION OF CURBING, DRAINAGE, OR UTILITIES TO COLLINS ENGINEERING FOR REVIEW AND APPROVAL PRIOR 9+50 0 00 11+00 12 +00 13+00 14+00 15+00 16+00 17+00 TO CONSTRUCTION. COLLINS ENGINEERING SHALL VERIFY ALL SURVEY SHEETS TO ENSURE POSITIVE DRAINAGE AND PROPER ELEVATIONS ........ . ....... . . ..... .... .. . .. ..... FOR CONSTRUCTION. mc-rm"r­m KiTHE rnKrroAr-rnr) SHALL TEST rllr- AT Ml %/rAD_ - AKIn rNK11 DA—­ TO rnkIPIPM THE SANITARY SEWER i 4. r-ml%jr-, INVERTS AND TO ENSURE THE PROPOSED SEWER GRADES CAN BE ACHIEVED. S. AS SHOWN LABELED, THE PROPOSED ALLEYS ARE PRIVATE. 8" IN . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . w 8 W 6. GATE VALVES SHALL NOT BE CONSTRUCTED WITHIN THE CURBS, GUTTER PANS OR PAVERS. 0 0 .......... 0 7. FOR THE SANITARY SEWER LINE BETWEEN MANHOLES DNLRA-3.2-22 AND DNLRA-3.2-21: CONTRACTOR SHALL TELEVISE THE SANITARY 0 SEWER PRIOR TO CONSTRUCTION TO IDENTIFY THE LOCATION OF THE EXISTING LATERALS. UPON LOCATING THE LATERALS THE + + LO /Z Ln CONTRACTORS SHALL SCHEDULE A DISRUPTION OFSERVICEWITH ACSA&THE HOMEOWNERS. AFTER THE SEWER UPGRADE HAS TAKEN PLACE, THE EXISTING LATERAL CONNECTIONS HAVE BEEN RECONNECTED AND THE DISRUPTIONS TO SERVICE HAVE ENDED, THE CONTRACTOR/ SHALL TELEVISE THE LINE TO ENSURE ADEQUATE CONSTRUCTION AND COMPLIANCE WITH ACSA & BUILDING REGULATIONS. AN ACSA FUTURE REPRESENTATIVE SHALL BE PRESENT DURING THE TELEVISING OF THE SANITARY SEWER AT ALL TIMES. ANY SEWER MAINS IN THIS SE IONS DEVELOPMENT FUTURE 0 " THAT CANNOT BE TESTED SHALL BE TELEVISED. DEVELOPMENT C" E GLE GLE LE L GLE G' L E GLE G I FUTURE u DEVELOPMENT EXISTING LIMITS w s" W IN F' __8 v 8" IN 8 w 8 W OF REZONING 0 0 0 FUTURE DEVELOPMENT z PROPOSED 8" TYPE A B.0 (TO BE SERVICED VIA W 0 21 ASSEMBLY W/ 8" G.V. �Jl "9 PROPOSED SANITARY SEWER MH 24- MH & WIL W THIN BARNETT ST 23 IS FOR FUTURE DEVELOPMENT& SHALL r uj & BELVEDERE BOULVEARD) C)" REMAIN SEALED/DRY. INSTALLATION :: �" SHALL OCCUR AT SAME TIME AS 1 4+ffG CONSTRUCTION OF PHILLIPS ALLEY & MH I "ALM 1 4+00 24 SHALL REMAIN OUTSIDE LIMITS OF PROPOSED 8" TYPE A B.0 MH24 A ALLEYWAY. LIT M H 3 G.V. ASSEMBLY W/ 8 PHILLIPS ALLEY F_ r__ F_ r— r_ PROPOSED 2o' 0 0 3VI, 0 0 ---(ALLE Y—a _AQSA ESMT. -rr-' -I n 11 A I MH23 b 0 0 0 b o T 1226 20 +0 20+50, AH21 19+00 0 1 -p- 4_� 'I-, 4L_ EklStING I nT CONNECT PROPOSED 8" SANITARY SEWER TO EXISTING SEWER MANHOLE SANITARY SEWER CONNECTION TO EXISTING BELVEDERE 104 W %9 LL! 0G�v - Vg uj — lb LLJ t LU -r Z� -7 -EXIST 7NG U SANITARY tr_ CONNECT PROPOSED 8" SANITARY SEWER TO EXISTING SEWER MANHOLE LOT 215A 0 DNLRA-12-20 /CREEK CRbSSIKG J ONTRACTOR/SSHAL INST�WAT R TI ,A I M COVERS FO 2A WH 1 01 EXISI 7NG rI � � ^, SANITARY 15.8' P E EEN EX. ACSA SEWER ESMT TW R08'P6SEDS/L ESM DB 1539 PG 0549 \T & CREEK- 400 --- - ----- / / �/ J / 7 D )c P�OP�E CS M H 1 A GRAPHIC SCALE 40 0 20 40 80 MHlB (ITC LINE, SEE I ( IN FEET �% i , l �THIT HEET I inch = 40 ft. ��J , � �, lit 160 0) cO CF) SANITARY SEWER CONNECTION BREAK EXISTING 6" SANITARY SEWER AT "X. TO EXISTING DUNLORA FARMS PROPOSED MH 3.13 & REMOVE DOWNSTREAM 42'± OF EXISTING 6" SEWER. TIE EXISTING UPSLOPE 6". u 04 S/L INTO PROPOSED MH iB, UTILIZING EX. ACSA SEWER ESMT. STREAM C/L PROPOSED MH DROP CONNECTION. DB 1539 PG 0549 EX.08"ACSA SEWER TO REMAIN CONN CT PROPOSED 8" > - SAIIN ITARY SEWER TO LLJ EXISTING SEWER MANHOLE o� =� > 0 / '� '�`` %i V 06" °C — EX. ACSA SEWER TO BE REPLACED -IN -PLACE DNLRA -12-21 W/ PROPOSED 0"8 S/L z 0 40 CONTRACTOR SHALL SALVAGE EXISTING MANHOLES'DNLRA-12-22 & DNRLA-12-2'1 & ENSURE ADEQUATE Lu Liv CONNECTIONS ARE MADE w/ X. 06" ACSA SEWER UPGRADE OF 08" S/L TO BE R� EMOVED & REPLACED w/ DNLRA-12-22 PROPOSED 8" S/L -MHlB EX. 06" ACSA D SEWER TO REMAIN LOT 215A 0 DNLRA-12-20 /CREEK CRbSSIKG J ONTRACTOR/SSHAL INST�WAT R TI ,A I M COVERS FO 2A WH 1 01 EXISI 7NG rI � � ^, SANITARY 15.8' P E EEN EX. ACSA SEWER ESMT TW R08'P6SEDS/L ESM DB 1539 PG 0549 \T & CREEK- 400 --- - ----- / / �/ J / 7 D )c P�OP�E CS M H 1 A GRAPHIC SCALE 40 0 20 40 80 MHlB (ITC LINE, SEE I ( IN FEET �% i , l �THIT HEET I inch = 40 ft. ��J , � �, lit 160 0) cO CF) u 04 on" OF v > - LLJ _j < =� > 0 w °C z 0 F_ 0 Lu Liv D 0 Z uj Z c.) Z O uj ul a-D n _j O _ o) o O LLI LLj uj 2 U) o Q) c o� E o F_ ujL� Ld Ld w- z CD o CD -o 'o D_ J u w .o 0 W w c c Ln 2 JOB NO. 'E' 112059 11 o 5 m 5 SCALE 1" =40` w -a a.r_ SHEET NO, 0 , 4 am o q) HIGH PT STA: 14+57.15 TH HIGH PT ELEV: 473.50 PVI STA:14+62.50 480 PVI ELEVA75.33 480 LVc:17'5. 0 I I I I SCOTT OLLINSZ U No. 35791 vo J1,511i SSD FIROVIDEE)=216' LO v- 4 LO J PT SIT,-: 10+0 .00 r__ + r__ SPEARS ALL G/L PROPOSED ARV LO L+ 01 4751 101VAL S 475 LO (V PT EtEEV: 46 .00 (STA. 10+00) IN ACCORDA qCE F VI STA IVI ELEY:460.0 0+75. ce) 00 < > > im ! w1ACSADEIAIL , 7_7 TD-17 U > uj K:37.91 + 00 _j m el - - uj COLBE:ZT STREET Ch LVC:150.00 iz 0 7*7 '(STA. 1 )+0 0) L 470 00 0 1/z LO)UPT T4:22-73'29 470 0 SSD MIN. PRO' SSD IIDED=22 REQ'D=2(10' 5' 00 + C.. • t I W I LO + T- (0 qt Lu MH13A Ole L l LOW F PTE VI STA: EV: 44P.18 21+75.0 %a LET k _ K:6 CO SSEMB Yw/ .12 465 Lu ,6 8'$ 6" TEE & 6" G.V. G..V. A COMPLETE ASSEMBLYW/ F. H. LVC: t 50.00 465 BE IN C014STR f-AILIA 11/tlulv v'_ I luiv THE 0. TEE ry F_ C) q 0) c1q SS ) PRO 0(0 00 vvDjxv_CI_ (STA. 10+00) EXIST11141-1ir-MMN CONTR,4�TORSHALL EXISTING ROAD C VERIFYALL ONNECT ONS & 8" G.V Ilk Q) a 0 + I IN. SSD REQ'D=21)0' C; LO + L6 z 0 CONTAAr. EREA RE U) 14 0) N w ANYDISCREPTAWIES, Z 0� 460 0.0q% 15 _j 0 F- 0 12 > vd_. 0 > w 460 u Ln Lu VDOT STD. CD-1 /u, 10, z > CA & i (5.0. w z 455 455 2.4'D N -S/L) G 1 19-1 19 1 4 �R_S/ YTI%� EX STI NG 8" Ip W/ PROP012EDD.8"WC/L 13A-12 D R;G: L 1) �7 10, F� /L -DR G.) Y/ EMOVE Ek� TING _j PROPOSED 8" CLJ 450 PLUG & EXISTING TIE INTO 8" W/L < 2 D.I. WIL I 450 -- -- - __ ___ -- _.. -__ --_ -- _ - -- _._ _ �c 't X '3: LO 0) 8 im. SSEMBLY N6" TEE w/ & 6" G.V. FUTURE ROADWAY -- i i i i F- ALIGNMENT 0 0 77 445 0 Lu 440 440 > uj 7 -7' )< x/ 435 4351 V) z ( ( I I ! I I ! ! _ _- _ i __ _ _ -. _ ',STUB 0 u Ln (n U.1 30" C1. III RCP 96.98 LF U Lu 430 4 @ 0.56% 4301 0 U- U- 0 - ----------------------- (n W 2: ca 0 > z m 0 u z ul Lu V) 425 4251 in t:� 0 u ce m Lu ce ce Lu (n z z (D z Q (n 420 4201 Lu (n > Lu 418 418 > > III w C) o 0 1,- 04 C'4 I­ u') cf) 0 00 P_ U-) 00 LO u') m C� N "0: 00 0) (0 C14 C4 C) ce) CD rl- (D ce) LO CN 04 V) qt co m 04 N cf) "t 0 04 (D co 0) LO N T_ CO cxp III w CD (0 . (0 0 q ci COO cy) . co LO cf) LO CD U-) 't m 4 ul) 0) (6 Ld Ln 0) . P, CO LO 00 C5 OC) LO c� 0i P­ LO . m 1. cc v- (D ai (d (0 cf) u') CS 0 LO (0 06 LO U.) L6 LO to V.- cei LO U.) '..: LO Lo 04 0i 0 t V� r': Ln cf) CO 00 V.14 L6 00 %1.14 L6 (0 %'j L6 0 111.1 L6 C14 It � (6 m v -w (6 ce) q u') c') LO to to to (0 (0 .4 (0 1,- N. 4 (90 W LL 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+60 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+25 uj cn FARROW DRIVE NOTES: 500 i. ALL FILL TO BE PLACED AT 95% COMPACTION. 2. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER W/L. HIGH PT STA: 15+00.00 500 Lu HIGH PT ELEV: 489.72 PVI STA:14+50.00 3- MINIMUM OF:L'OF VERTICAL SEPARATION FROM STORM VI ELEV:488.72 SEWER & W/L AND i.5' OF SEPARATION BETWEEN W/L & K.1 SANITARY SEWER MUST BE PROVIDED. 5 0 5 10 FEET 4. ALL ROADWAY EMBANKMENT MATERIAL SHALL LVC:100.00 .50 0*) i m/ 495 CONSIST PREDOMINATELY OF SOIL AND BE PLACED IN .495 VERTICAL SCALE: 1 " =5' pl: MIN. SSD REQ'D=155' 01, t.: SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 0 0 cf) 00 )00000) INCHES IN THICKNESS BEFORE COMPACTION OVER THE + + ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 50 0 50 100 FEET 2007 ROAD AND BRIDGE SPECIFICATION 303.04 AdlikA C%4 or low m w LO < 5. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING HORIZONTAL SCALE: 1"=50' 490 1. >Qm > w 2 ()(J° 2.00% 490 cy) ELEVATIONS OF ROADWAY, CURB & GUTTER PRIOR TO LDW-P�STA, 10+54.716 CONSTRUCTING THE EXTENSION OF THE ROADWAYS. LOW PT ELEV:, 67.52 NOTIFY THE ENGINEER OF ANY DISCREPANCIES SO THAT THE ELEVATIONS OF THE TIE-IN CONNECTIONS CAN BE PVI STA:1 1+5 3.76 a- _j a. ADJUSTED ACCORDINGLY. K:26.00 I _j < 0') 495 495 485 LV :208.00 (0 0 U) ❑ Q ❑ I wi ❑ 485 CN CV SSD PROViDED057' PVI S 1+57.79 lA:1 I ! ': j I PVI E�EV:474,1.06 MIN. SSD REQ'D =I 55' DOT STD. w III i 0) :26.0_ 0 1 __�_�:208.00 --- LO - + 6i CD-1 _j _ -=0- Z) __0 _j D 0 CL LV PVI STA: 11+17.00 Q co III 00 w m III CL SSD PROVIDED = 5T I 1 0)w PVI ELEV:469.99 w i i 480 490 490 MIN. SS REQ-1)=1156 --------- K:28.79 + (0 00 1 0 LVC:120.00 1z + > 0 ca > 0 > � I I k i w w ryl 480 w 0 ELI w ASSEMB-YW/8"G.V. w w w z :D ❑ 00) SSD PROVIDED= 62' LL4 F- W q MIN. SSD REQ'D=155' __-4- 0 XISTINGIT' (n ir r-- cr) P_ 00 z C13 LO P_ 00 NIZ 0 W 111 w w Q� w co w ry 5; U) w Lu 0 Lu LL :) QIPW/L 0 5 cb + w i T_ w] ❑ ❑ z 1 1 475 6i VOOT STD. D. 4851 FL 485 2 > + Q� :). 0 :3 I 475 �­I! _j F .. q Z L) w W 0 0 o > cl, a. 0 w R x W 0 > z w W 0 w ii1i I -4- R; 'w w 1 -1 LL LL -1 AF LL ce (SOU' 0 < OMPLETE F 480 480 LL LL IG_ H z ADLIGHT BEAD 2' �y LUG & TI INTO I �K H 8..X( I i - XIS TING P" WIL W 0 BOVE ROAD w 1 Lu R W __> R 7 a L 44 (n w x 0 0 -4An 470 uim w w t DIVERGENCE Aj 1 J X HEADLIGHT BEAM 2' L U- 480 Ow �c LETE F H. 470 uj BLY %A I : ABOVE Bb 0 D�JEOA6 W vj V RGE 20 DIV RGENC[f i of i TEE & 6 G.V. I I 0 4 475 4751 155' 'MIN. ST PPING l.-,F' MIN- STnppiNd 41 PVI STA:10+31.21 z SIGHT DIETANCE HEADLIGH T EAV 2' PVI ELEV:475.28 0 r'A� I cn 465 K:12.00 -,T---YDOT STD 475 U) X) u I 475 ABOVE RO IVERG D w/ 1 NCE I I 465 w ul uj LVC:50.00 DIN( BVCS: 10+0621 40' L NN 0 155' MIN. SfOPPING D Lu BVCE: 475.78 Z EVCS: 10 +56.21 470 EXIS I'tNi 3 u 0'_ LAN DIN W, SICHT bis- ANCE P, z STING SSAYA 020 vu 9" DIP WIL < 470 460 470 4 460 ui w Lu MIN. SSD REQ'D=155' 0 ................. REMOVE EXISTING OPOSP 8" CL\ PVI SlA:12+18.00 PVI STA:10+12.75 54 PLUG N TIE INTOI 52 D.I...' 5 z PVI ELEV:471.16 0000 i I 67 ;� EXISTING 8" W/L EVA67.97 465 K:2.50 W 0�0 V�". -2z w/L_ �: LVC:10.00 (3 B" __7%1"x3"TEEw1 BVCS: 12+12,93 BVCS: 10 DRNG) I I I (W/L- LVC: 1 (). 14 < PRNG. +07.75 2 D.I. _j i 465 115 465 455 (3) � 3" G.V. BVCE: 468.07 BVCE: 471.26 LOW P' STA: 10+17.00 - EVCS: 10+17.75 LOW PT ELEV: 456.81 41 -PROPOSED8"CL. DRNG.) -1 455 J V / 2.6' EVCS: 12+23.07 < W/L_ 471.26 EVCS, PVI STA:10+17.00 0- E W/-- 468.07 460 .0 CRNG.) �19 GD- c - ----- PVI ELEV:456.76 0-0 0_0 (2) E G.V. (W/L- 't to K:2.50__z 8"x 00010 F(Ij G.V, 0 LO (19 LVC:10.00 460 DRNG.) - 460 450 BVCS: 10+12.00 -NOTE-S-.' F to 450 0 b NOTES. I -i I BVCE: 456.86 'NOTIFYING1 I.A IVARNINO SIGN ORSTOP BAR SHALL BE INSTALLED I.AWARIVING SIG IVORST(IP BAR S?IALLBE TALLEONOTIF'ING i I I TRI FFIC OF UPCOMING STOP �IGN TO,, I C TE 10'VERTIC�L EVCS: 10+22.00 455 TRAFFIC OF UPCOMING $7 )P SIGN TO A DA 7 E 10' VERTICA L 1 455 6 7' 0 1 1 � - __ - 4 i WNTERSE - -F4RAOWDR[VjE--­ EVCS: 456.86 CURVE-W71HIN4 CU W77'HF4RROWL)R1v=. I ------ 3 10, t NO A KARNING,' i -E. • OR, >'TOP BAN SHALL 11E INSTAILED NO /EYING T RAFF/ u 1fzi5= (W/L- 2.FR1ORTOCONSTRyCT1ONTMf1ECON7 CT OR L VERIFY AL� ui 2. PRIOR TO CONSTRUCTI( N THE CPNTRAC SHALL VERIFYALL 1DRNG.) EXISTIN� ROAD CONNECT DNS & C9NTACTfi_NG1NEEj IF THEREAREANY 1 i EXISTING ROAD CONJECTION$ & CON CT IF THEREA EANY i "I 1 445 455 WIL-DRNG. /L- DR G.) 91 OFIJPCOMIAGSTOP,'�IGNTO�,CCOMMODATEIC'VERTIC.�iL W17FIIN40'b NDINGATINTERSECTIONITHFAriROWDRIVE. CURVf7 1 445 F- P 452 1 452 455 DISCREPTA�CIES. 1 DISCREPTANCIE0. 1 b > > > > o) 04 CD 04 00 W Lu W 04 o) 00 CO Q0 co (D Lo M LO w 0) m v. o4 00 co (c 00 Ln C'4 r*-: . N I- 00 . 04 rl� 04 I- N CNI ui In 02 LU Lu m 0) ce) 0 . ce) _j CO '_: C'i co 0i W (6 0 0i LO 66 m c6 w w g C'i 00 o6 LO 1'- 00 LO 06 cr LO 'i C6 Oi cf) 1, cd C14 00 Cj 00 00 00 r� co 0i co 0 0 Cj C-4 CD W JOB NO. w LO CO CD N 00 00 CO CO T I­ to .4 Iq It 4 It r- 4 [,- r- Q Q) 0 'f LO t 0 e CO 1'- It qt 't "t ,t q LO 't LO It w I I I I 1 1 1 . . 112059 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 15+75 10+00 10+50 11+00 11+50 12+00 12+50 12+75 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 13+97 SCALE BARNETT STREET 1 "= 5 (V) 1 =50' (H) SHEET NO. DABNEY GROVE COLBERT STREET 6 Q) o CD oW NZ z oz 0 O 0 Q) x Q) E Ld '0 Ca cn 2 z J C 0 0 0 Q -0 c Q) D_ -5 0 0 0 W_ 0 E QE : 0 O 0 W O > ao `o 0 475 470 465 460 455 450 STR:6 VDOT STD. DI -31313 (L =10') STA. 2 +27.66 TP= 446.84 INV IN: 436.28 TO 8 - - -~- - ------- INV IN: 433.38 TO FUTURE INV OUT: 433.28 TO 4 MR 440 I S STR:20 VDOT MODIFIED DI -313 (L =6') Nt 'MIN. STORE I ! STA. 12 +16.52 v ! 435 TP= 463.91- m 475 I 430 STR:4 VDOT STD. MH -1 STA. 1+30.94 TP= 433.50 INV IN: 417.94 TO 6 INV OUT: 414.94 TO 2 425 STR:2 VDOT MH -1-- STA. 0 +89.02 TP= 419.15 INV IN: 414.33 TO 4 INV OUT: 414.23 TO _ ! d, en 420 o (°D O H M � 00 OOH NG. -S /L) w o 415 m m M ❑ (5,t �_z 1 04 S HDPE 0) zl00 I o! Cd0 410 �IN 0l0O v- 6 cn cn H Z Z z _I I i F i to o I N I ! M i 405 °o �- o d`° co N RE PROP( FORE TENTIC O fib m M o ao w ON H N Co 0 -h C� V -� � v� d LO Z o m m M � N ❑ T_ c`rn O f- U) F- O I i rn c) Tf? ao J + ! i I I I O ! h(Dz p m I !!I ! ( Q�I> > ! U c~i�t° -z��z U j O OF�- d0 I i I I I o f 0O co > M LO in �� H 1 ! 8" L. 52 DI 1 VIL N + N i ! ( I (6.7 W /L-DRIyG.) Wg� cn (nf -zzzz WA CROSSI 4G I ! \ / FOR FH SERVICE } J m M ! ❑ ; 475 w U- 0 0 O � >❑ + �' 470 N N � aC i I 1 465 ITINI n ! i i ! 115 CORR. TYPE S HDPt^ f If m m F- z z I i /' } 1 I I 15" CORR. TYPE S HDPE 1 0.50% I 1.0' ! 00 j i j I I ! 13 I 1 ! 18" CORR. TYPE S HDPE I 121.23 LF @ 0.50% 1 ; 148137 LF @ DRN /G.) ' m co - ! ! t _ _- I I ! _ ! 0.50% ! ! I 8" CL. i2 DI ! I ❑ - -t-- - , - 148.03 LF @ --- - l- - 1 _ _ i` w /�. _ 1 CN t- N O ! 1"1 CL. 52 DI ! ❑ 000 ~ � 1.'iW /L -DRNG I �- � k 1 � _.. „! ! ! L o ! ( ) I j ! ! I i I I ! i ! I 15 CORR. TYPE S HDPE N o O o °' I I 19 -18 ; ii I I I ' ( I ` I ! I } @ o 455 I i I ! I ! 1 I 38.02 LF 0.50 /o O M 00 CO I ( X1.1' DRN : S /L) ! { 18 CORR. TYPE S HDPE m N� ! 1 I ! i 156.99 LF 1.35% o Nom. I @i _ O _. ------ m z z z z 18" CORR. TYPE S HDPE 450 159.05 LF @ 5.08% 8" C L 52 DI /L (32 W /L -DR .) ! ! i ! ! i ! ! I I I ; I I i } i c i i k i ! ( I i 445 9 NOq�c o h M Co h ^ v O d O d o O O M O M� C t) 0 o O r, N O O O O to M O T_ h M � r.0 N °0 U-) 6 0) co M O (D Co O r- M O (,) O CD N o O u1 O O d t-- M o o 0 o � o o t 06 � o co m co h h (D ar t 30 5 +50 6 +00 6 +50 7 +00 7 +50 8 +00 8 +50 9 +00 9 +50 10 +00 10 +50 11 +00 11+50 12 +00 12 +50 12+75 MH 5 7 fiz 1.1' S /L- RNG) / 49(b 490 J 24"C RR. TYPE S HDPE CN r .1 39.45 LF @ 4.11 % / m i N J , / 48(x' �- f- 0 ❑ F t aoI ao o �, 485 \ / Fd -a >i >> �� 48U ~ z � r 480 30" CORR. TYPE S HDPE STRA6 VDOT STD. DI -313 (L =8') i ! 96.72 LF @ 15.86% STA. 0 +33.56 4 TP= 479.14 ( j ` INV IN: 473.75 TO 72 i INV OUT: 473.65 TO 44 / I I `, i I 475 1 1 475 O o S STR:20 VDOT MODIFIED DI -313 (L =6') Nt 'MIN. STORE I ! STA. 12 +16.52 v ! STA. 6+36.80 465 TP= 463.91- m 475 I INV IN: 461.09 TO 22 m w INV IN: 456.50 TO 48 INV OUT: 460.99 TO 18 ! d, en ! 475 o (°D O H M � 00 OOH NG. -S /L) w o oNO r Lo °' m m M ❑ (5,t �_z <' i' I 04 S HDPE 0) zl00 I o! Cd0 ED �IN 0l0O v- 6 cn cn H Z Z z _I I i F i to o I N I ! M i � ! 1 0 °o �- o d`° co N L _ 470 ao i V) M k I ia� �O �M � ! ` �C0 � O � 7 _ � �D d d (2.14813. -sL) 11 E I 81, CL11152 DI W/! 1 (2.6' V1j /L- DRNG) J m M ! ❑ ; 475 w U- 0 0 O � >❑ + �' 470 N N � aC i I 1 465 ITINI n ! i i ! 115 CORR. TYPE S HDPt^ f If m m F- z z I i /' } 1 I I 15" CORR. TYPE S HDPE 1 0.50% I 1.0' ! 00 j i j I I ! 13 I 1 ! 18" CORR. TYPE S HDPE I 121.23 LF @ 0.50% 1 ; 148137 LF @ DRN /G.) ' m co - ! ! t _ _- I I ! _ ! 0.50% ! ! I 8" CL. i2 DI ! I ❑ - -t-- - , - 148.03 LF @ --- - l- - 1 _ _ i` w /�. _ 1 CN t- N O ! 1"1 CL. 52 DI ! ❑ 000 ~ � 1.'iW /L -DRNG I �- � k 1 � _.. „! ! ! L o ! ( ) I j ! ! I i I I ! i ! I 15 CORR. TYPE S HDPE N o O o °' I I 19 -18 ; ii I I I ' ( I ` I ! I } @ o 455 I i I ! I ! 1 I 38.02 LF 0.50 /o O M 00 CO I ( X1.1' DRN : S /L) ! { 18 CORR. TYPE S HDPE m N� ! 1 I ! i 156.99 LF 1.35% o Nom. I @i _ O _. ------ m z z z z 18" CORR. TYPE S HDPE 450 159.05 LF @ 5.08% 8" C L 52 DI /L (32 W /L -DR .) ! ! i ! ! i ! ! I I I ; I I i } i c i i k i ! ( I i 445 9 NOq�c o h M Co h ^ v O d O d o O O M O M� C t) 0 o O r, N O O O O to M O T_ h M � r.0 N °0 U-) 6 0) co M O (D Co O r- M O (,) O CD N o O u1 O O d t-- M o o 0 o � o o t 06 � o co m co h h (D ar t 30 5 +50 6 +00 6 +50 7 +00 7 +50 8 +00 8 +50 9 +00 9 +50 10 +00 10 +50 11 +00 11+50 12 +00 12 +50 12+75 MH 5 7 fiz 1.1' S /L- RNG) / 49(b 490 J 24"C RR. TYPE S HDPE CN r .1 39.45 LF @ 4.11 % / m i N J , / 48(x' �- f- 0 ❑ F t aoI ao o �, 485 \ / Fd -a >i >> �� 48U ~ z � r 480 30" CORR. TYPE S HDPE STRA6 VDOT STD. DI -313 (L =8') i ! 96.72 LF @ 15.86% STA. 0 +33.56 4 TP= 479.14 ( j ` INV IN: 473.75 TO 72 i INV OUT: 473.65 TO 44 / I I `, i I 475 1 1 475 O o S SHALL M�INTAIN PARATI N FROM 'MIN. STORE I ! TO 12 STA. 2 +46.12 ! STA. 6+36.80 465 ! ! i 465 TP= 462,58 475 I TP= 466.46 I w INV IN: 456.50 TO 48 gm 30" CORR. TYPE S HDPE ! 41.92 LF @ 1.46% en ! 475 MH -MH 3 M � 00 (1.1' D NG. -S /L) w 48(m (M O M O i N 30" CORR. TYPE S HDPE c co 21.66 LF @ 1.08% - - ED �IN 0l0O v- 6 N BASIN N M M 00' 0 ,Y N M N't 470 0 +50 1 +00 1 +50 2 +00 2 +50 3 +00 3 +50 4 +00 4 +50 5 +1 m �• M y 0 Nwo 00,E F_ p w F- 0 N NM O MGM M� co cl 0000 �o� mot= O con, t BCD z 0 ❑ hid m m�z zz o oco o Ir Q I (j NHz ! 470 470 ! STR:64 VDOT STD. DI -3C ! STA. 0+28.80 -- - -i TP= 467.99 i INV IN: 462.18 TO 66 465 I INV OUT: 462.08 TO 18 65 8" CL, 52 DI W/L 63 I 1.1' (W /L- DRNG.) , 460 i 460 15" CORR. TYPE S HDPE 15" CORR. TYPE S HDPE 38.75 LF @ 0.50% 28.80 LF @ 6.35% T - -- I 455 455 I I ! 452 j 452 _j J CO co r M W W L j 0) M Co w 0 d0 d to 0 +50 0 +75 STR.66- STR.18 o STRA2 VDOT STD. DI-31313 (L =10') CV I ! TO 12 STA. 2 +46.12 ! STA. 6+36.80 465 ! ! i 465 TP= 462,58 475 ! TP= 466.46 I w INV IN: 456.50 TO 48 3 ! w W en ! 475 INV OUT: 456.40 TO 10 M � 00 O w 48(m (M O M O i N n c co W W ❑ D N �IN 0l0O v- 6 N N N M M 00' 0 O N M N't 470 N V) M Ln °d0 448 �M � ! 00 'n• ` �C0 � o � �D d d Or d �t o cn I d a > O -- OUT: 470.48 TO 42 3 O I - , ' � (6 M cam M � AD 40 - *_ (n to m Ia- (n 465 59 (1.0' W /L- DRNG.) 24 -23 I 0 +50 1 +00 1 +50 2 +00 2 +50 3 +00 3 +50 4 +00 4 +50 5 +1 m �• M y 0 Nwo 00,E F_ p w F- 0 N NM O MGM M� co cl 0000 �o� mot= O con, t BCD z 0 ❑ hid m m�z zz o oco o Ir Q I (j NHz ! 470 470 ! STR:64 VDOT STD. DI -3C ! STA. 0+28.80 -- - -i TP= 467.99 i INV IN: 462.18 TO 66 465 I INV OUT: 462.08 TO 18 65 8" CL, 52 DI W/L 63 I 1.1' (W /L- DRNG.) , 460 i 460 15" CORR. TYPE S HDPE 15" CORR. TYPE S HDPE 38.75 LF @ 0.50% 28.80 LF @ 6.35% T - -- I 455 455 I I ! 452 j 452 _j J CO co r M W W L j 0) M Co w 0 d0 d to 0 +50 0 +75 STR.66- STR.18 0 +50 1 +00 1 +50 2 +00 STR.52 -STRA2 3" CL. W/L- 470 470 ( 15" CORR. TYPE S HDF 15" CORR. TYPE S HDPE 42.63 LF @ 0.50% 33.56 LF @ 6.46% - -- -- - i 465 465 J w d LO d: w w i,_ w 00 0a 0 +50 1 +00 STR.72- STR.44 5 0 5 10 FEET VERTICAL SCALE: 1 " =5' 50 O 50 100 FEET HORIZONTAL SCALE: 1 " =50' STR:56 VDOT STD. DI -313 (L =10') STA. 2 +08.13 TP= 477.67 INV IN: 471.44 TO 58 zoIINV OUT: 470.94 TO 54 o STRA2 VDOT STD. DI-31313 (L =10') CV I ! TO 12 STA. 2 +46.12 ! STA. 6+36.80 465 ! ! i 465 TP= 462,58 475 ! TP= 466.46 I w INV IN: 456.50 TO 48 3 ! I en ! 475 INV OUT: 456.40 TO 10 M ( 46 ! ILD INV IN: 460.00 TO 68 STA. 0 +67.32 48(m 470 i ° l o b CD, i 47 480 0 ❑ D o ❑ �IN 0l0O ,(p T_ 470 J -- ; 47(9 CD 00' 0 O �T N 450 STA. 0 +36.43 470 i N 470 I -1//4175 448 I- 47%1c' co r~i rn M o ! 00 'n• STA. 0 +28.24 H a. » I o o N ! I 1 TP= 472.03 470 INV IN: 471.48 TO 46 - - -- u, � (n m t-- z z oM.. INV IN: 471.48 TO 70 o cn (n u) w I d a > O -- OUT: 470.48 TO 42 3 O I - , ' � (6 M cam M � AD 40 - *_ (n to m Ia- (n 465 59 (1.0' W /L- DRNG.) 24 -23 I f N co z z z o ai ai z ?__ 465 1 I S R:26 VDOT STD. DI -3C (L =4') � v " 46,17 \ _ ; 465 DR G, 465 k I- m w m ~ ° zz_z_'z_ STA. 1 +58.95 0 460 o 35 / - _ (L =10') 36.43 LF @ 0.50% TP= 452.57 470 p 460 15" CORR. TYPE S HDPE )RNG.) 40.05 LF @ 1.92% 15" COF - 15" CORR. TYPE S HDPE INV IN: 446.85 TO 28 - 35.52 LF @ 0.51% 455 32.11 LF 52 DI W/L 455 9 d - - -- ! � 460 / INV OUT: 446.75 TO 8 0 51 460 452 I 1 > rn 0) N 4 � 460 ( / / t` i N T LO z 20 -19 452 69 Q 49 ~ 465 I I GpR y�F @ O �a> J J ! I i 15" .___ 53 z DRN . -SIL W W j CO CAW 455 z / STR:50 VDOT STD. DI -313 (L =8') - 455 - - -- STA. 0 +34.75 STA. 3 +08.62 - ( 15" CORR. TP= 463.38 I o ! 460 INV IN: 459.32 TO 52 ` / TP= 464.50 �' INV UT: 459.22 TO 12 460 ( 450 j 15" I CORR. TYPE S HDPE_ INV IN: 460.10 TO 36 450 I ; 34.75 LF @ 7.82% i 44$ I € INV IN: 460.10 TO 34 455 44$ 32 34 LF 4 23% @ j ; i ( j 455 W W w w 00 cV M O 'd M i I 452 0 +50 1 +00 1 +50 2 +00 STR.52 -STRA2 3" CL. W/L- 470 470 ( 15" CORR. TYPE S HDF 15" CORR. TYPE S HDPE 42.63 LF @ 0.50% 33.56 LF @ 6.46% - -- -- - i 465 465 J w d LO d: w w i,_ w 00 0a 0 +50 1 +00 STR.72- STR.44 5 0 5 10 FEET VERTICAL SCALE: 1 " =5' 50 O 50 100 FEET HORIZONTAL SCALE: 1 " =50' STR:56 VDOT STD. DI -313 (L =10') STA. 2 +08.13 TP= 477.67 INV IN: 471.44 TO 58 zoIINV OUT: 470.94 TO 54 0 +50 1 +00 1 +50 2 +00 2 +50 3 +00 3 +50 4 +00 STR.36 -STR.8 0 ^ n o u m M m ❑ N ,O go p N cD O!0 01 0 rn I-- `455 LO t- cn ooM O p . Nd CO M. O M M 8" CL. 52 DI W/L > N �. d d d = > � 1.0' (W /L- DRNG.) oo - z Z- - -- d o L STR:58 VDOT STD. DI -3B (L =10') a > > > > ry O STA. 2 +40.24 45G`n z z z z a 2450 (n cn I- _ TP= 477.99 -- -- INV OUT: 471.60 TO 56 ;R. TYPE S HDPE PE =6') 475 475 o STRA2 VDOT STD. DI-31313 (L =10') ( t I ! TO 12 STA. 2 +46.12 ! STA. 6+36.80 465 ! ! i 465 TP= 462,58 470 TP= 466.46 j w INV IN: 456.50 TO 48 3 480 STR:36 VDOT STD. DI -38, (L =10') / en INV IN: 460.50 TO 44 INV OUT: 456.40 TO 10 STR:62 VDOT DI -313 (L =8') ( 46 ! w i� 6 INV IN: 460.00 TO 68 STA. 0 +67.32 48(m 470 i ° l o b CD, i 47 480 I STA. 3 +93.91 ❑ D o ❑ �IN 0l0O ,(p T_ 470 J -- ; 475 47.12 LF @ 1.12 % - 1 � � TP= 472.79 / 450 STA. 0 +36.43 470 i N INV OUT: 467.43 TO 32 I -1//4175 448 I- 47%1c' co r~i rn M o ! 00 'n• STA. 0 +28.24 H a. » I o o N ! I 1 TP= 472.03 470 INV IN: 471.48 TO 46 - - -- u, � (n m t-- z z (! INV IN: 471.48 TO 70 N r -W -- OUT: 470.48 TO 42 3 O I - , ' 61 } -INV 67 465 59 (1.0' W /L- DRNG.) 24 -23 I f ; 460 ai ai z ?__ 465 1 I S R:26 VDOT STD. DI -3C (L =4') � v " ' \ _ ; 465 DR G, } k i ( 2 STA. 1 +58.95 0 460 o 35 / - _ _ 36.43 LF @ 0.50% TP= 452.57 470 p 460 j ! / S/L )RNG.) 40.05 LF @ 1.92% 15" COF - 15" CORR. TYPE S HDPE INV IN: 446.85 TO 28 - i 39.08 LF @ 0.53% 455 32.11 LF 52 DI W/L 455 9 d - - -- ! � 55 f -_ _ - -1- 0' W/L . -__-SEWER(TYP-)-- INV OUT: 446.75 TO 8 0 /T M 460 452 I 1 > rn 0) N 4 � �NQQ�G 1 ( / 15" CORR. TYPE S HD t` i N T LO z 85.29 LF @ 8.59% 452 69 Q ~ 465 I I GpR y�F @ O �a> J J ! I i 15" .___ 53 TYPE S HDPE @ 5.38% W W j CO CAW do z / k STR:32 VDOT STD. DI -3B (L - wu_ - - -- 31 STA. 3 +08.62 - ( 15" CORR. TYPE S HDPE I o ! 460 E ` / TP= 464.50 �' 455 460 ( j ( INV IN: 460.10 TO 36 I ; i I € INV IN: 460.10 TO 34 455 32 34 LF 4 23% @ j ; i ( j 455 INV OUT: 460.00 TO 30 i I 452 15" CORR. TYPE S HDPE I ; _ O O to co M to co It N CD W W Wt0i 77.26 LF @ 8.74% 0) cOO It d r M vh d 450 IZ n dh d N. N. `: - DI -3B (L -10') 450 E STA. 2 +31.36 I f 14" CL. 52 DI W/L / TP= 457.06 (1.2' W /L- )RNG.) 27 INV IN: 453.25 TO 32 �- INV OUT: 452.25 TO 28 - \_15" CORR. TYPE S HDPE l T 445 I 25 / 32.67 LF @ 9.79% ; , 445 OF I ! , S ' t -1a" C $gSLF @ I / 18" CORR. TYPE S HDPE I - -; 39.74 LF @ 3.02% 440 i ! ! 440 i STR:8 VDOT STD. DI-313B (L =10') i I 435 STA. 2+67.11 j 435 TP= 447.23 I / ! INV IN: 441.90 TO 26 j I INV IN: 438.00 TO 10 INV IN: 438.00 TO 24B 1 j IN OUT: 437.90 TO 6 430 I j 1 ( 430 J J O co m r� �? d r0 M M `- ti �. O W W (90 M h. M O M d C! M M ,mod. d M N d O tN9 d M CD CO 0 +50 1 +00 1 +50 2 +00 2 +50 3 +00 3 +50 4 +00 STR.36 -STR.8 0 ^ n o u m M m ❑ N ,O go p N cD O!0 01 0 rn I-- `455 LO t- cn ooM O p . Nd CO M. O M M 8" CL. 52 DI W/L > N �. d d d = > � 1.0' (W /L- DRNG.) oo - z Z- - -- d o L STR:58 VDOT STD. DI -3B (L =10') a > > > > ry O STA. 2 +40.24 45G`n z z z z a 2450 (n cn I- _ TP= 477.99 -- -- INV OUT: 471.60 TO 56 ;R. TYPE S HDPE PE =6') 475 475 o STRA2 VDOT STD. DI-31313 (L =10') M INV OUT: 457.03 TO 12 STA. 2 +46.12 ! j STA. 6+36.80 465 ! ! i 465 TP= 462,58 470 TP= 466.46 j w INV IN: 456.50 TO 48 3 480 INV IN: 456.50 TO 14 1 INV IN: 460.50 TO 44 INV OUT: 456.40 TO 10 STR:62 VDOT DI -313 (L =8') 46 j 460 w i� 6 INV IN: 460.00 TO 68 STA. 0 +67.32 48(m 470 i ° l o b CD, i 47 480 465 ❑ D o ❑ �IN 0l0O ,(p T_ ; M `o ° � J -- ; 475 47.12 LF @ 1.12 % - 1 � � STRA4 VDOT STD. DI -3B (L =6') 450 STA. 0 +36.43 450 i N s I -1//4175 448 I- 47%1c' co r~i rn M o ! 00 'n• STA. 0 +28.24 H a. » I o o N ! I 1 TP= 472.03 470 INV IN: 471.48 TO 46 - - -- u, � (n m t-- z z J INV IN: 471.48 TO 70 N r -W -- OUT: 470.48 TO 42 3 O I - , ' 61 } -INV 67 465 59 (1.0' W /L- DRNG.) 24 -23 I I f 460 ai ai z ?__ i (1.1' E 0 3 18" CORR. TYPE S HDPE \ _ S /L- DRNG.) DR G, /L) k STA. 2 +46.12 TP= 466.46 15" CORR. TYPE S HDPE 460 o / - _ _ 36.43 LF @ 0.50% 15" CORR. TYPE 470 ! 460 j ! / 460 40.05 LF @ 1.92% 15" COF - 15" CORR. TYPE S HDPE \ - i 39.08 LF @ 0.53% 455 32.11 LF 52 DI W/L 455 - - - -- Ir 55 f -_ _ - -1- 0' W/L . -__-SEWER(TYP-)-- IN. SE LATERA RATION S & STO /T M DRNG.) 452 1 I I I �NQQ�G 1 455 J J t` 452 452 69 Q ~ 465 M I GpR y�F @ O co J J 465 15" .___ 53 TYPE S HDPE @ 5.38% W W j CO CAW do doo - -- - wu_ - - -- - - - -- - 15" CORR. TYPE S HDPE I o 460 67.48 LF @ 1.00% �' 460 J 18" CORR. TYPE S HDPE 455 32 34 LF 4 23% @ j ; i ( j 455 i a 452 I 452 J O O to co M to co It N CD W W Wt0i M It 0) cOO It d r M vh d CV h d IZ n dh d N. N. 0 +50 1 +00 1 +50 2 +00 2 +50 3 +00 3 +50 4 +00 STR.36 -STR.8 0 ^ n o u m M m ❑ N ,O go p N cD O!0 01 0 rn I-- `455 LO t- cn ooM O p . Nd CO M. O M M 8" CL. 52 DI W/L > N �. d d d = > � 1.0' (W /L- DRNG.) oo - z Z- - -- d o L STR:58 VDOT STD. DI -3B (L =10') a > > > > ry O STA. 2 +40.24 45G`n z z z z a 2450 (n cn I- _ TP= 477.99 -- -- INV OUT: 471.60 TO 56 ;R. TYPE S HDPE PE =6') 475 475 STR:74 VDOT STD. DI -3C (L =12') STA. 0 +00.00 TP= 467.71 INV OUT: 463.82 TO 34 I STR:34 VDOT STD. D3B (L =8') STA. 0 +40.05 TP= 467.61 INV IN: 463.05 TO 74 INV OUT: 462.95 TO 32 465 STR:32 VDOT STD. DI -3B (L =6') STA. 3 +08.62 TP= 464.50 INV IN: 460.10 TO 36 460 INV IN: 460.10 TO 34 INV OUT: 460.00 TO 30 15" CORR. TYPE S HDPE 28.93 LF @ 9.85% STR:48 VDOT STD. DI -3B (L =10') STRA2 VDOT STD. DI-31313 (L =10') TP= 463.72 INV OUT: 457.03 TO 12 STA. 2 +46.12 ! j STA. 6+36.80 465 ! ! i 465 TP= 462,58 470 TP= 466.46 j w INV IN: 456.50 TO 48 3 480 INV IN: 456.50 TO 14 1 INV IN: 460.50 TO 44 INV OUT: 456.40 TO 10 STR:62 VDOT DI -313 (L =8') 46 j 460 w i� 6 INV IN: 460.00 TO 68 STA. 0 +67.32 O 470 i - r- �r �, INV OUT: 457.25 TO 40 47 455 465 455 INV OUT: 466.24 TO 60 465 STR:68 VDOT STD. DI -3B (L =10') 475 I- 15" CORR. TYPE S HDPE -- ; 475 47.12 LF @ 1.12 % - 1 � � STRA4 VDOT STD. DI -3B (L =6') 450 STA. 0 +36.43 450 i N s I ! ! T STR:60 VDOT DI 3C (L =10')- 448 448 STA. 0 +28.24 TP= 466.15 JJ w to 465 N 1 TP= 472.03 470 INV IN: 471.48 TO 46 - - -- INV IN: 466.03 TO 62 INV OUT: 460.18 TO 42 W INV IN: 471.48 TO 70 N INV OUT: 465.93 TO 16 OUT: 470.48 TO 42 3 j 8" CL. 52 DI W/L r^ 61 } -INV 67 465 59 (1.0' W /L- DRNG.) 24 -23 I I 460 I 460 i (1.1' E 0 3 18" CORR. TYPE S HDPE \ S /L- DRNG.) DR G, /L) k STA. 2 +46.12 TP= 466.46 15" CORR. TYPE S HDPE 460 o - _ _ 36.43 LF @ 0.50% 15" CORR. TYPE S HDPE N 460 j 460 40.05 LF @ 1.92% - 15" CORR. TYPE S HDPE \ - i 39.08 LF @ 0.53% 455 ! 455 INV IN: 460.50 TO 44 INV IN: 460.00 TO 68 INV OUT: 457.25 TO 40 15" CORR. TYPE S HDPE 455 I 28.24 LF @ 8.70% ! , 455 452 1 I I I � in 455 J J t` 452 452 69 Q ~ - TP= 456.64 M WW O co J J - 15" .___ CORR. 83.95 LF TYPE S HDPE @ 5.38% W W j CO CAW do doo - -- - wu_ - - -- STR:74 VDOT STD. DI -3C (L =12') STA. 0 +00.00 TP= 467.71 INV OUT: 463.82 TO 34 I STR:34 VDOT STD. D3B (L =8') STA. 0 +40.05 TP= 467.61 INV IN: 463.05 TO 74 INV OUT: 462.95 TO 32 465 STR:32 VDOT STD. DI -3B (L =6') STA. 3 +08.62 TP= 464.50 INV IN: 460.10 TO 36 460 INV IN: 460.10 TO 34 INV OUT: 460.00 TO 30 15" CORR. TYPE S HDPE 28.93 LF @ 9.85% STR:48 VDOT STD. DI -3B (L =10') STA. 0 +47.12 TP= 463.72 INV OUT: 457.03 TO 12 STR:12 VDOT STD. DI -3B (L =6') ! j STA. 6+36.80 465 ! ! i 465 TP= 462,58 INV IN: 456.50 TO 50 j w INV IN: 456.50 TO 48 3 480 INV IN: 456.50 TO 14 1 H INV OUT: 456.40 TO 10 STR:62 VDOT DI -313 (L =8') 46 j 460 w i� 6 STA. 0 +67.32 O 8" CL. 52 DI W /L' i - r- �r �, (1.0' W /L- DRNG.) 47 455 _ + = 455 INV OUT: 466.24 TO 60 0 i N J m 475 I- 15" CORR. TYPE S HDPE -- ; 475 47.12 LF @ 1.12 % - 1 � � STRA4 VDOT STD. DI -3B (L =6') 450 I 450 i N s I ! ! T STR:60 VDOT DI 3C (L =10')- 448 448 STA. 0 +28.24 TP= 476.38 JJ w to . W W 00 N 1 TP= 472.03 470 INV IN: 471.48 TO 46 - - -- INV IN: 466.03 TO 62 W INV IN: 471.48 TO 70 M G� SCOT COLLINStZ No. 35791 2� o��S`STONAL F'�G�1� z O a U U) w z 0 w T ® W a N � W ■ z 480 0 ! o w 1 3 480 cp H STR:62 VDOT DI -313 (L =8') o w i� 6 STA. 0 +67.32 O P=484 38' ❑ > - r- �r �, TP= 471.90 -- co _ + = INV OUT: 466.24 TO 60 0 i N J m 475 I- 1 0 � CL J l�L 0 ; 475 o w - 1 � � STRA4 VDOT STD. DI -3B (L =6') / U) i N -- ! ! T STR:60 VDOT DI 3C (L =10')- STA. 0 +28.24 TP= 476.38 470 I 1 TP= 472.03 470 INV IN: 471.48 TO 46 - - -- INV IN: 466.03 TO 62 W INV IN: 471.48 TO 70 N INV OUT: 465.93 TO 16 OUT: 470.48 TO 42 3 j W r^ 61 } -INV L -DRNG. 465 59 I I 465 I � 14 -13 i E 0 3 18" CORR. TYPE S HDPE DR G, /L) k STA. 2 +46.12 TP= 466.46 o _ N 460 j 460 - 15" CORR. TYPE S HDPE - i 39.08 LF @ 0.53% ! INV IN: 460.50 TO 44 INV IN: 460.00 TO 68 INV OUT: 457.25 TO 40 15" CORR. TYPE S HDPE 455 I 28.24 LF @ 8.70% ! , 455 452 1 I I I � in 452 J J t` 69 Q ~ - TP= 456.64 / / G� SCOT COLLINStZ No. 35791 2� o��S`STONAL F'�G�1� z O a U U) w z 0 w T ® W a N � W I�IM , II ■ z w w 3 STA. 4 +35.99 M O P=484 38' - INV OUT: 476.00 TO 44 w 0 i N J m U)) Q o ° U) w 1J�1 a a J l�L 0 Lu z _O Lu a z `'' o w U) Lu t=- z � � STRA4 VDOT STD. DI -3B (L =6') / U) i N Z TP= 476.38 CL INV IN: 471.48 TO 46 - - -- 0 W INV IN: 471.48 TO 70 N OUT: 470.48 TO 42 3 480 W r^ } -INV L -DRNG. I�IM , II 470 co / 470 W M P-4 LL m U J F-- H i � - - -�- - - -- �O - - - -_ _ -.- - - -- - - .J W Q- o ci 46(0 � co o o I (/ 4 3yQ� �°�,° i 465 V) LIJ cn f- I-- N 0❑ � d, ° CROSSING Oh`n ``) N °pa > m (1' IN: TYP. / GO 77 d �Z Z I- Ia-a> �- W NZ Ld 46(cr_ CL 11 > > > / Q 460 aw 1 J �o 0 c @ 0.50% 0TR:24B VDOT STD. DI -3C (L =6') 445 445 455 �/ ; 41 �NOprc ° 455 F- J STA. 0 +44.48 8" CL. 52 DI NIL TP= 445.73 (1. ' W /L -DR G.) INV IN: 439.46 TO 24 INV OUT: 439.36 TO 8 440 23 440 4 A 2 15" CORR. TYPE S HDPE 15" CORR. TYPE S HDPE 44.48 LF @ 3.06% / 38.45 LF @ 0.75% / NOTES: 435 / / 435 445 / 1. ALL FILL TO BE PLACED AT 95% COMPACTION. / 2. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER W /L. 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM - - - - - -- SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED ■ w STR:70 VDOT STD. DI -3BB (L =10') 3 STA. 4 +35.99 M P=484 38' - INV OUT: 476.00 TO 44 0) 485 N STRA4 VDOT STD. DI -3B (L =6') / mr i N STA. 3 +52.04 / TP= 476.38 d' INV IN: 471.48 TO 46 - - -- - -- INV IN: 471.48 TO 70 N OUT: 470.48 TO 42 3 480 r^ } -INV L -DRNG. STR:42 VDOT STD. DI -3BB (L =10') E 0 3 18" CORR. TYPE S HDPE STA. 2 +46.12 TP= 466.46 o _ N - / - STR:38 VDOT STD. DI -3C (L =4') INV IN: 460.50 TO 44 INV IN: 460.00 TO 68 INV OUT: 457.25 TO 40 / 475 %' w � in _ 69 Q ~ - TP= 456.64 / / - - 15" .___ CORR. 83.95 LF TYPE S HDPE @ 5.38% �! INV IN: 450.68 TO 40 - -- - -- - -- - - -- - - -- - - - -- - O o J 470 co / 470 W M P-4 LL m U J F-- H i � - - -�- - - -- �O - - - -_ _ -.- - - -- - - .J W Q- o ci 46(0 � co o o I (/ 4 3yQ� �°�,° i 465 V) LIJ cn f- I-- N 0❑ � d, ° CROSSING Oh`n ``) N °pa > m (1' IN: TYP. / GO 77 d �Z Z I- Ia-a> �- W NZ Ld 46(cr_ CL 11 > > > / Q 460 aw 1 J �o 0 c @ 0.50% 0TR:24B VDOT STD. DI -3C (L =6') 445 445 455 �/ ; 41 �NOprc ° 455 F- J STA. 0 +44.48 8" CL. 52 DI NIL TP= 445.73 (1. ' W /L -DR G.) INV IN: 439.46 TO 24 INV OUT: 439.36 TO 8 440 23 440 4 A 2 15" CORR. TYPE S HDPE 15" CORR. TYPE S HDPE 44.48 LF @ 3.06% / 38.45 LF @ 0.75% / NOTES: 435 / / 435 445 / 1. ALL FILL TO BE PLACED AT 95% COMPACTION. / 2. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER W /L. 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM - - - - - -- SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED 4. ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST 430 430 440 1 440 Lu N PREDOMINATELY OF SOIL AND BE PLACED IN SUCCESSIVE x UNIFORM LAYERS NOT MORE THAN 8 INCHES IN 428 428 438 43$ w I- s THICKNESS BEFORE COMPACTION OVER THE ENTIRE Lu " ROADBED AREA IN ACCORDANCE WITH VDOT 20o7 ROAD > > oOC = o W W (0 O r co >> (o O 0) Ci) d O (o M 00 n w° AND BRIDGE SPECIFICATION 303.04 J J M M � O w J u) d �` w � 00 o 0) 's? co W 0) N (`? d W W I�- cn in M co O co N 00 L6 �- CONTRACTORSHALL FIELD VERIFY ALL EXISTING cod d W W ' ►` u� o N m u; o o I. (o 0 0 JOB No. E 5 0 0 d d d d Q. cn d (n d u') d In d (0 d (D � 1- � f- d 00 � E ri r%ier1 ^Kier ^r n^Arl%nlnv 1-1 mn o t- 1 rrrrn nn1�n-rrN 0 0 d' d' d. d. d' d' d' I& d' i -1 )AIIn w W 3 i N (1.0' L -DRNG. L��jQ E 0 3 18" CORR. TYPE S HDPE 37.20 LF @ 0.60% _ - - STR:38 VDOT STD. DI -3C (L =4') r Z STA. 0 +32.34 445 Q W ° - TP= 456.64 INV IN: 450.68 TO 40 0 o S INV OUT: 450.58 TO 10 O o 18" CORR. TYPE S HDPE 32 34 LF 4 23% @ a 4. ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST 430 430 440 1 440 Lu N PREDOMINATELY OF SOIL AND BE PLACED IN SUCCESSIVE x UNIFORM LAYERS NOT MORE THAN 8 INCHES IN 428 428 438 43$ w I- s THICKNESS BEFORE COMPACTION OVER THE ENTIRE Lu " ROADBED AREA IN ACCORDANCE WITH VDOT 20o7 ROAD > > oOC = o W W (0 O r co >> (o O 0) Ci) d O (o M 00 n w° AND BRIDGE SPECIFICATION 303.04 J J M M � O w J u) d �` w � 00 o 0) 's? co W 0) N (`? d W W I�- cn in M co O co N 00 L6 �- CONTRACTORSHALL FIELD VERIFY ALL EXISTING cod d W W ' ►` u� o N m u; o o I. (o 0 0 JOB No. E 5 0 0 d d d d Q. cn d (n d u') d In d (0 d (D � 1- � f- d 00 � E ri r%ier1 ^Kier ^r n^Arl%nlnv 1-1 mn o t- 1 rrrrn nn1�n-rrN 0 0 d' d' d. d. d' d' d' I& d' i -1 )AIIn • • /' 490 490 I 1 / M H21 STA:7 +68.85 RIMA85.24 / 485 _ _ INV OUT. 478.62 TO MH2O 485 m M, wil 465 M•1 m 450 N co _ 220 - 0 O Oo / r 119 00 4 / Od�df- / r, N __0 / z z z,` lb �5 / 5 � )v N�� 8" CL. 50 DI 67.42 LF @ 0.64% 445 440 20 0 � m04 435 9: O co O , _ //' 0" V wh o - =Id -� >> C 430 d =S2 00 / M to M 425 Lri L o 0 - O 0 or 441=/ �o zz0' _ > > > - �cn�zzz - -- 420 / -- - - -- - - - - - - -- s K 415 �¢ ^``? do i�' - N* T 410 +1 405 X11 395 N = 5; o - O N N O '9 ED 0oN"t M (p "t F- 0 = Id- >> m i CD R i Z 5 8" CL. 50 DI 115.84 LF @ 5.93% m Ilmwil M'/ 475 470 465 m 455 450 O 7 d N It M- + O O 00 °� LO �' 00 LO w LO 460 C6 C'i i 0 o i � L ._-._ 00 CR � _ ' _ - -! w _ i I N z MH15 I �d »> Z 0 J 2co z9Z/ 20 w -J U- I I oR35uly63� uu m 0 d v LLJ z O vii 450 / j ; ,��2 , I j I i 450 I g0 I C > > z 0� 0- z (_9 5 +00 o( NO 6 +00 6 +50 0u') 7 +50 8 +00 i I j 445 - N a L0 - _ I- N � I i ; - -- 440 d ( M._ rno-t j 440 i I rt d F- 0 j C i d� F I I ' i I ! RIM:489.26 - -- - °oo�rz0 V. Q - - -- 435 j > > j �+(MOZO- 0) � - j 435 432 + , �c)cL?z >> I j i 432 LU w to N O CO I ; I I INV OUT. 477.49 TO MH14 i �O�ZZ dam' :OMP- TION - _- -� -_ _ -- UIRED It I ALL I AR AS ( P.) / \ / I - - -- STA:7 +15.95 1 I I I / 51 N I 20 1 RIM:471.95 480 AA D NG: S/L N co _ 220 - 0 O Oo / r 119 00 4 / Od�df- / r, N __0 / z z z,` lb �5 / 5 � )v N�� 8" CL. 50 DI 67.42 LF @ 0.64% 445 440 20 0 � m04 435 9: O co O , _ //' 0" V wh o - =Id -� >> C 430 d =S2 00 / M to M 425 Lri L o 0 - O 0 or 441=/ �o zz0' _ > > > - �cn�zzz - -- 420 / -- - - -- - - - - - - -- s K 415 �¢ ^``? do i�' - N* T 410 +1 405 X11 395 N = 5; o - O N N O '9 ED 0oN"t M (p "t F- 0 = Id- >> m i CD R i Z 5 8" CL. 50 DI 115.84 LF @ 5.93% m Ilmwil M'/ 475 470 465 m 455 450 O 7 d N It M- + O O 00 °� LO �' 00 LO w LO 460 C6 C'i i 0 o i � L ._-._ 00 CR � _ ' _ - -! w O T_ i I REQUIRED IN ALL I 0 rn d rr j FILL AREAS (TYP.) + / i I �r � ; , , 45 r O�rZZO ! I MH15 I �d »> Z 0 J 2co z9Z/ LL3 �J w -J U- I I oR35uly63� uu m 0 d v LLJ z O vii 450 / j ; ,��2 , I j I i 450 I w u) I C > > z 0� 0- z (_9 5 +00 5 +50 6 +00 6 +50 7 +00 7 +50 8 +00 ••e 0 +50 1 +00 1 +50 2 +00 2 +50 3 +00 3 +50 4 +00 4 +50 5 +00 5 +50 6 +00 6 +50 7 +00 7 +50 8 +00 8 +50 9 +00 9 +50 MH1.5- BLVDR -7 -3 1- 465 50 0 50 100 FEET j f 4 j Co. I O F_ j HORIZONTAL SCALE: 1 " =50' i M NC7i LO � M-. I - ( I ti� j �� ! 460 - -�- - 1- -� -- - -- - -- -- -- - - -- r: °o r. q - + 't -- - i- -- --�- - o CO I co Q �zO I I 20 f .-dz0 I >> - I- - -- -- ` o _ f_ I O z z �_- - i G -- - 5 0 5 10 FEET i g LL O nj I I I QJ oIo OOo N roi� ! ! I I , 35 455 C7 - -- c0 N o Lo It M- + 0 �NMCOM1 0) P., l- COO'? z � 2 > > o'qzzp - -_� Rzz =Id -? >>> I i 460 gO�zzz 00~ i 0 o i � L ._-._ 00 CR � _ ' _ - -! w O T_ i I REQUIRED IN ALL I 0 rn d rr j FILL AREAS (TYP.) + / i I �r � ; , , 45 r O�rZZO ! I MH15 I �d »> Z 0 J 2co z9Z/ LL3 �J w -J U- I I oR35uly63� uu m 0 d v LLJ z O vii 450 / j ; ,��2 , I j I i 450 I w u) I C > > z 0� 0- z (_9 445 i I ( STA :9 +47.86.._...._._ i I j 445 I I _ i + � I i ; 440 , ( j 440 i I I j i I I ' i I ! RIM:489.26 485 435 j i j f j 435 432 + , I j I j i 432 LU w to N O CO I ; I I INV OUT. 477.49 TO MH14 i 485 dam' qt dam' W LOI.- I I MH14 I - - -- STA:7 +15.95 1 I I I N I 20 1 RIM:471.95 480 c� s O H i I INV IN. 464.20 TO MH15 I s ! 480 z 2O - ~ I INV OUT. 464.00 TO MH13- - I - j -- -- O O i N do'CM Z6 475 C° o >> 2 U) ?? i I ( I i ` I /' ' I 475 d + r _ >� I ! i M d� cn 20 i / ! E m 18" CL. 52i DI W/L I I i / ! 470 2O 00 O r O0 r--: or 1 (4.4' W /L -S /L) ! ' I I / 8" CL. 50 DI I I 227.91 LF @5.83% j 470 O j 61 tea? __ _ __._. __ -- °NCH z 0) � _ N 4 0 Z Z LC) v F- MH11 � c~n aC I f I 465 0 ��: z O STA:1 +95.33 I I I i I I 465 =Q�>> I- - RIM:460.40 ! �cn�zZ INV IN. 452.80 TO MI-112 I I i i i f = INV OUT. 452.60 TO MH 10 O 3yQ ° @210 / 0 I 46^ o c`' 8" SDR 35 PVC I i I I ; ( ; I 460 M O Lo co �oo� 151.13LF o @1.31/0 tf - \ � ++,nom o '0 Z O O / / ! _ 8" --_ -- 92.52 LF CL. I/ 17 (2.4' DRNP. S /L) 0 0.85 /o I 1 I I _..- ! I __ -- - ---, I I m cn - $„ gpR 3 2.3300 455 ',-APPROX. LOCATION OF .44 LF @ / ; j i � ; � j � ; j 455 FXISTING 8" NIL (1.5' MI 4. SEPA TiON) 450 8" SDR 35 PVC I i I I 450 ' 40.82 LF @ 1.03% g %COMP CTION SQUIRE IN ALL ILL AREA (TYP_) - - - - - -' - 8 146.51 CL. 50 LF DI @ 5.58% / 445 ! j j 445 AHIJKOA. EXISTR LOCATION IG STORI A SEWER (1,0'M IN. SEPA TION) NQT CONTRACTOR SH LL VERI Y LOCH ION AND DEPTH F _ \ EXISTIN UTILITIES & NOTI ENGI EER OF NY 440 DISCRE NCIES RIOR TO CONTTR CTION. I i 440 to O O d 0 O co T- F. T_ a) N un N r- O O N O O d rn r Cfl O co -t r N r o r, Al d O O LO 0o co w O Ln 00 cn O ct> O o co o O co Ci 00 p M o N r �t N'6 �t O LO r: co 0 O d o � h N cn T r N N ui w Qi CA Ln r co c0 r r. r 4 t d d rt CO d d w d d ,d d o d �t o d. er o 'I d o d d 0 of r ti r ti ti It d d d d, d cJ .4 d co 'y. 0 +50 1 +00 1 +50 2 +00 2 +50 3 +00 3 +50 4 +00 4 +50 5 +00 5 +50 6 +00 6 +50 7 +00 7 +50 8 +00 8 +50 9 +00 9 +50 MH1.5- BLVDR -7 -3 1- 465 50 0 50 100 FEET j f 4 j Co. I O F_ j HORIZONTAL SCALE: 1 " =50' i M NC7i LO � M-. I - ( I ti� j �� ! 460 - -�- - 1- -� -- - -- - -- -- -- - - -- r: °o r. q - + 't -- - i- -- --�- - o CO I co Q �zO I I 20 f .-dz0 I >> - I- - -- -- ` o _ f_ I O z z �_- - i G -- - 5 0 5 10 FEET i g LL O nj I I I QJ oIo OOo N roi� ! ! I I , 35 455 ,�36g 450 I I I I I I I I I I I REQ MIRED IN ALL j ' 1 1 FILL kREAS qP.) 3y1010 _ I j I 913 VF @ '8" CL. 50 DI i 445 ' - - - -- - -- - -- - - -; -- ! -- - -- - - -- -- �- - - -- - -- - -- -�_ 72.39 LF @ 1.89 % - -- --- -- --i - -- i � ! / 20 I ; �- s�.___ _ -- I I M ~ o (1.' W /L -S /L + M 440 1.1' S /L- DRNG) �° co* <3`I 8 ! / I i -- I } -- -- E i - -- - - -- r E - - -- - _ 435 CL. 50 DI MH2 " _ G 61.51 LF @ 7.07% STA:6 +32.01 cb RIM:410.75 INV IN. 406.77 TO MH3 __ -- _ ^cr, _ - ____�______ ___ r_ ._ _` , _ - -_ -__._� _______! ____ ____+ INV OUT. 406.57 TO MH2A i PROVIDE W, ATERI IGHT FRAME �ND CO�/ER ! I / I ! � / I I , 430 90 3 i I ; Q I d � I I w o rn c0 rn r cflN oo Md aoM too NI I I I g0 O cli r N co d' co �7 to co M N i i I I ! 001- i I i ' z i j � d' � d' � d' � - -• � -k-- I-- I I- �' `- - -- I - -- -� - --- -- - +- -- - - - -� -- -� -- -- - - - -- -- - - -- -- I - -- ------ 1 - - - -- --- -+--- - - -- -- -- I- -- - - -- � - - -- -- - - -- - - - - -- - - - ui d w r: o Ln to � w z I I 0 +50 1 +00 1 +50 2 +00 2 +50 3 +00 3 +50 4 +00 4 +50 0 i o -'t I + r I 2 O� r i i z z 0 w I s ! } O M I = d 2 > > > = I-' ( s i / PROPOSED 4H 420 N ! I I `; II I I I 2 cn R z z z Z g i g 0 W I DROP ONNECTION ! i j j 420 o ��I- � ON cl tocria• m ow O 04 0 F,� I I I ! mZ Nd �Z ! ( F-M� �� I N Nr�d Z - -1 - -- _ -_ I = O m N z 0 i _ _ �-_- -- C_ _ - - d aoa 'ri d Z _- 00 °v Z �� i - 2 O - .� � !I �.. , G 0 ._ - -- _.... -_ I / to Ln a (fl r O W Z� I I 0~ ~ ZZ I,i I OF- ! I p C�O W -- c t` 6i�ti -0 (n ❑00 I I i ���LrnD_'__ I F-co I / ca�df -prn i mod°; O I I E 415 i I i o ! / (\ �(i j Z - r'> e( " - O I" / 1 I I SANITAR SEWERISTREAM ROSSIN(5 NOTES: I 415 O N M t0 �rj O = d 2 > >, ~ Z Z , • SEW HALL RE I F L OP RAT ,N DURING FLOOD �1VE CT O N r N I f" - L -' - d d ' o SEWER HALL BE . ATERTIG T AND M 'DE OF C S 52 DUCTILE IRON I NO r 0 I i4 �p�dOF- I M�dOF- i I / �cnlYZZn d� \ I I / I I I N O N r- d CONTCTOR HALL SALVAGE E ISTING ! + 0 + M = { ,• SEWER HALL NO CHANGE LIGNMEN OR GRA E y : O (R o ____- MANHOLES DNL -12 -22 DNRLA 12 -21 & _ !+ N d; z O XIS ING 06" /L d <j d: Z.0 T -/ I _- \ I_ __ Y _____ -__ _ I _ i -- I• SEWER IPES & JO NTS SHAL BE TESTE IN PLACE AND EXHIBIT "0" INF LTRATIONI I , _ d T REMAI d ; _ SHA LL VOID --- FOR BU IED SEWER- STREAM CROSSING {THE TOPS OF ALL SE ER CROS ING STRE MS SHALO o Z) E SURE A EQUATE CONNECTIONS A E MADE �v% >> _ 2 >> I ' d: z O i Z ~ - Z Z ~ - Z Z i , \ ISTURB CE TO HE 3 AT A S FFICIEN7 fJEPTH BEL W THE N 'TURAL BO OM OF HE STREA TO PRO CT THE I J UPG DE OF 8" S/L G1 rn X _ _ / 2 m E _ - � / EXISTING-- � \ I / 1.1' DR G.-S/L) d > > j I EXISTING W LL/WAL AY SEWER INE. WHE E LESS TH N 3 FEE OF COVE IS AVAILA LE AT CROSSINGS, T E LINE 410 Z 1-- - Z Z I / CREEK BED Y / 410 O O - - w I SHALL E ENCASE IN CONC ETE AND HALL NOT INTERFER w/ FUTURE IMPROV MENTS T THE ST EAM CHA NEL. tNUUp EMENT HALL BE I ACCORD NCE WITH DETAIL SH WN ON / / I v TH S/L \ $" CL. 50 DI ( THESE LANS. (N E: CURRENT DESIGN DOES NO REQUIRE ONCRETE ENCASEM NT. SHOULD / 130.84 LF @ 4.69% REVISI S BE RECIPIRED IN THE FIELD THE CONTRACTOR SHALLADHERI TOTHESE DETAILS III PROPOSED M DROP - �^ - AND C INTACT COLLINS ENGINEERING FRIORTO CDNSTRUCI ION. C NNEC71 N • FOR AE IAL SEWE STREAM ROSSING HE SEWE PIPES SH LL BE CO STRUCTE AND $" SDR 35 PVC � GON RACTO .SHALL UTILIZE A ONG -SP N PIPE � ; I o I BETWEEN MH3 & MH2 T MINIMI E JOINT AND TO I PROTE ED AGAI ST ANTICI ATED HYDRAULIC A D PHYSICAL, LONGIT DINAL, V RTICAL A D I 405 \ / EXISTING 06" S/L ' 133,67 LF @ 0.56 /0 HORIZO TAL LOA S AND EROSION & I PACT. II O BE R MOVED // I I ° ENS RE WAT RTIGHT ONNEC IONS B EEN ( ( I I , 405 I • FOR AE IAL SEWED STREAM ROBBING TRUCTU L FORTIFIED CONCR TE PIERS HALL BE SHALL $" SDR 35 PVC EX. INV. IN =40 .31 I INSTALL ED ON El T ER SIDE F THE STR M BANK O STABIL ZE THE PI E, SEE 12 OR 0.70% EX. i V. OUT= 03.11 / ' 1 I ( I / ;, PAS ABOVE HE G IFFEN L NG -SPA PIPE, O EQUIVA ENT. ADDITI NAL INFO MATION. ONTRAC *OR SHALL CONTACT OLLINS E GINEERINI FOR 199.38 LF @ I 8" CL. 50 DIP OPOSE S/L SH LL ' / STREAM I APPRO AL PRIOR 0 CONST UCTION 'F SANITARY SEWER L NE TO EN URE SANI RY SEWE 8" SDR 35 PVC _ PASS U DER TH _ _ _ IS PROP RLY STAB LIZED AN THE STRE M IS NOT IMPACTS . _ $° SDR 35 PVC 81.73 LF @ 0.51%-- .51 % _ -58.39 LF @ 0.60% ` '- `- ST EAM - - - T f _ • CONTR CTOR SHALL CONTACT COLLIN! ENGINES ING & ACS' A MINI UM OF 48 HOURS I - I , PROPOSED PIE S O 8" CL. 50 DI I PRIOR TO CONSTR JCTION OF THE STRE M CROSS NG SO A R -PRESENTATIVE SHALL BE I 36.97 LF @ 0.62% I EITHER SID OF o ! I 400 I ! $SDR 35 PVC 41.32 LF @ 0.56 /o I PRESEN . AN ACS REPRESENTATIVE S ALL BE PRESENT DUR NG THE I STALLATIlN OF THE 400 I I 97.87 LF @ 0.73% S7 EAM BA KS E SANITARY SEWER LINE WHE E IT CROS ES THE STREAMS. VC S/L HALL BE B EAK EXI TING S NITARY ,EWER A PROPO ED MH 1 & EX. 08"'S S/L TO i REPLA ED -IN -P CE wl i REMOV DOWNS REAM 4,'± OF EX STINGS WER. TI CREEK i ED I ! ( I I REB AIN i PRO OSED 03" S/L I E ISTING SLOPE /L INTO ROPOS D MH 113 UTILIZI A I ONTRACTOR SF ALL VER FY LOCA rION ANC DEPTH OF i EXISTING UTILITIES & NOTIFY ENGINEER OF NY I ! I i I i 395 DISCREPANCIES RIOR TO CONST UCTION.� 395 W w (D cr cr �- O cr N O' O O CO CR r O Lr) O M O M N co t� M N d r 00 O MO W W W ui 0i O O CA 0) r LO N co N Cfi N (6 co 6 N r M O Cn M N 00 . N O O t- �- r- r- O V_ T_ N N co M M CO m d M Nf d d d d �t rt �t d d d d d �t d d d N d d �t d to a Lb d to lA 't It O CO C9 ci d �r d 'd � "t �r d �t W LL 0 +00 0 +50 1 +00 1 +50 2 +00 2 +50 3 +00 3 +50 4 +00 4 +50 5 +00 5 +50 6 +00 6 +50 7 +00 7 +50 8 +00 8 +50 9 +00 9 +50 10 +00 10 +50 11 +00 11 +50 12 +00 12 +50 13 +00 MH g - DNLRA -12 -21 VERTICAL SCALE: 1 " =5' NOTES: 1. ALL FILL TO BE PLACED AT 95% COMPACTION. 2. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF s' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. 4. ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST PREDOMINATELY OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 2007 ROAD AND BRIDGE SPECIFICATION 303.04 5. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING ELEVATIONS OF ROADWAY, CURB & GUTTER PRIOR TO CONSTRUCTING THE EXTENSION OF THE ROADWAYS. NOTIFY THE ENGINEER OF ANY DISCREPANCIES SO THAT THE ELEVATIONS OF THE TIE -IN CONNECTIONS CAN BE ADJUSTED ACCORDINGLY. 465 465 C7 - -- c0 N o Lo It M- + 0 �NMCOM1 0) P., l- COO'? z � 2 > > o'qzzp - -_� Rzz =Id -? >>> I i 460 gO�zzz 00~ i 0 o i � L ._-._ 00 CR � _ ' _ - -! ,�36g 450 I I I I I I I I I I I REQ MIRED IN ALL j ' 1 1 FILL kREAS qP.) 3y1010 _ I j I 913 VF @ '8" CL. 50 DI i 445 ' - - - -- - -- - -- - - -; -- ! -- - -- - - -- -- �- - - -- - -- - -- -�_ 72.39 LF @ 1.89 % - -- --- -- --i - -- i � ! / 20 I ; �- s�.___ _ -- I I M ~ o (1.' W /L -S /L + M 440 1.1' S /L- DRNG) �° co* <3`I 8 ! / I i -- I } -- -- E i - -- - - -- r E - - -- - _ 435 CL. 50 DI MH2 " _ G 61.51 LF @ 7.07% STA:6 +32.01 cb RIM:410.75 INV IN. 406.77 TO MH3 __ -- _ ^cr, _ - ____�______ ___ r_ ._ _` , _ - -_ -__._� _______! ____ ____+ INV OUT. 406.57 TO MH2A i PROVIDE W, ATERI IGHT FRAME �ND CO�/ER ! I / I ! � / I I , 430 90 3 i I ; Q I d � I I w o rn c0 rn r cflN oo Md aoM too NI I I I g0 O cli r N co d' co �7 to co M N i i I I ! 001- i I i ' z i j � d' � d' � d' � - -• � -k-- I-- I I- �' `- - -- I - -- -� - --- -- - +- -- - - - -� -- -� -- -- - - - -- -- - - -- -- I - -- ------ 1 - - - -- --- -+--- - - -- -- -- I- -- - - -- � - - -- -- - - -- - - - - -- - - - ui d w r: o Ln to � w z I I 0 +50 1 +00 1 +50 2 +00 2 +50 3 +00 3 +50 4 +00 4 +50 0 i o -'t I + r I 2 O� r i i z z 0 w I s ! } O M I = d 2 > > > = I-' ( s i / PROPOSED 4H 420 N ! I I `; II I I I 2 cn R z z z Z g i g 0 W I DROP ONNECTION ! i j j 420 o ��I- � ON cl tocria• m ow O 04 0 F,� I I I ! mZ Nd �Z ! ( F-M� �� I N Nr�d Z - -1 - -- _ -_ I = O m N z 0 i _ _ �-_- -- C_ _ - - d aoa 'ri d Z _- 00 °v Z �� i - 2 O - .� � !I �.. , G 0 ._ - -- _.... -_ I / to Ln a (fl r O W Z� I I 0~ ~ ZZ I,i I OF- ! I p C�O W -- c t` 6i�ti -0 (n ❑00 I I i ���LrnD_'__ I F-co I / ca�df -prn i mod°; O I I E 415 i I i o ! / (\ �(i j Z - r'> e( " - O I" / 1 I I SANITAR SEWERISTREAM ROSSIN(5 NOTES: I 415 O N M t0 �rj O = d 2 > >, ~ Z Z , • SEW HALL RE I F L OP RAT ,N DURING FLOOD �1VE CT O N r N I f" - L -' - d d ' o SEWER HALL BE . ATERTIG T AND M 'DE OF C S 52 DUCTILE IRON I NO r 0 I i4 �p�dOF- I M�dOF- i I / �cnlYZZn d� \ I I / I I I N O N r- d CONTCTOR HALL SALVAGE E ISTING ! + 0 + M = { ,• SEWER HALL NO CHANGE LIGNMEN OR GRA E y : O (R o ____- MANHOLES DNL -12 -22 DNRLA 12 -21 & _ !+ N d; z O XIS ING 06" /L d <j d: Z.0 T -/ I _- \ I_ __ Y _____ -__ _ I _ i -- I• SEWER IPES & JO NTS SHAL BE TESTE IN PLACE AND EXHIBIT "0" INF LTRATIONI I , _ d T REMAI d ; _ SHA LL VOID --- FOR BU IED SEWER- STREAM CROSSING {THE TOPS OF ALL SE ER CROS ING STRE MS SHALO o Z) E SURE A EQUATE CONNECTIONS A E MADE �v% >> _ 2 >> I ' d: z O i Z ~ - Z Z ~ - Z Z i , \ ISTURB CE TO HE 3 AT A S FFICIEN7 fJEPTH BEL W THE N 'TURAL BO OM OF HE STREA TO PRO CT THE I J UPG DE OF 8" S/L G1 rn X _ _ / 2 m E _ - � / EXISTING-- � \ I / 1.1' DR G.-S/L) d > > j I EXISTING W LL/WAL AY SEWER INE. WHE E LESS TH N 3 FEE OF COVE IS AVAILA LE AT CROSSINGS, T E LINE 410 Z 1-- - Z Z I / CREEK BED Y / 410 O O - - w I SHALL E ENCASE IN CONC ETE AND HALL NOT INTERFER w/ FUTURE IMPROV MENTS T THE ST EAM CHA NEL. tNUUp EMENT HALL BE I ACCORD NCE WITH DETAIL SH WN ON / / I v TH S/L \ $" CL. 50 DI ( THESE LANS. (N E: CURRENT DESIGN DOES NO REQUIRE ONCRETE ENCASEM NT. SHOULD / 130.84 LF @ 4.69% REVISI S BE RECIPIRED IN THE FIELD THE CONTRACTOR SHALLADHERI TOTHESE DETAILS III PROPOSED M DROP - �^ - AND C INTACT COLLINS ENGINEERING FRIORTO CDNSTRUCI ION. C NNEC71 N • FOR AE IAL SEWE STREAM ROSSING HE SEWE PIPES SH LL BE CO STRUCTE AND $" SDR 35 PVC � GON RACTO .SHALL UTILIZE A ONG -SP N PIPE � ; I o I BETWEEN MH3 & MH2 T MINIMI E JOINT AND TO I PROTE ED AGAI ST ANTICI ATED HYDRAULIC A D PHYSICAL, LONGIT DINAL, V RTICAL A D I 405 \ / EXISTING 06" S/L ' 133,67 LF @ 0.56 /0 HORIZO TAL LOA S AND EROSION & I PACT. II O BE R MOVED // I I ° ENS RE WAT RTIGHT ONNEC IONS B EEN ( ( I I , 405 I • FOR AE IAL SEWED STREAM ROBBING TRUCTU L FORTIFIED CONCR TE PIERS HALL BE SHALL $" SDR 35 PVC EX. INV. IN =40 .31 I INSTALL ED ON El T ER SIDE F THE STR M BANK O STABIL ZE THE PI E, SEE 12 OR 0.70% EX. i V. OUT= 03.11 / ' 1 I ( I / ;, PAS ABOVE HE G IFFEN L NG -SPA PIPE, O EQUIVA ENT. ADDITI NAL INFO MATION. ONTRAC *OR SHALL CONTACT OLLINS E GINEERINI FOR 199.38 LF @ I 8" CL. 50 DIP OPOSE S/L SH LL ' / STREAM I APPRO AL PRIOR 0 CONST UCTION 'F SANITARY SEWER L NE TO EN URE SANI RY SEWE 8" SDR 35 PVC _ PASS U DER TH _ _ _ IS PROP RLY STAB LIZED AN THE STRE M IS NOT IMPACTS . _ $° SDR 35 PVC 81.73 LF @ 0.51%-- .51 % _ -58.39 LF @ 0.60% ` '- `- ST EAM - - - T f _ • CONTR CTOR SHALL CONTACT COLLIN! ENGINES ING & ACS' A MINI UM OF 48 HOURS I - I , PROPOSED PIE S O 8" CL. 50 DI I PRIOR TO CONSTR JCTION OF THE STRE M CROSS NG SO A R -PRESENTATIVE SHALL BE I 36.97 LF @ 0.62% I EITHER SID OF o ! I 400 I ! $SDR 35 PVC 41.32 LF @ 0.56 /o I PRESEN . AN ACS REPRESENTATIVE S ALL BE PRESENT DUR NG THE I STALLATIlN OF THE 400 I I 97.87 LF @ 0.73% S7 EAM BA KS E SANITARY SEWER LINE WHE E IT CROS ES THE STREAMS. VC S/L HALL BE B EAK EXI TING S NITARY ,EWER A PROPO ED MH 1 & EX. 08"'S S/L TO i REPLA ED -IN -P CE wl i REMOV DOWNS REAM 4,'± OF EX STINGS WER. TI CREEK i ED I ! ( I I REB AIN i PRO OSED 03" S/L I E ISTING SLOPE /L INTO ROPOS D MH 113 UTILIZI A I ONTRACTOR SF ALL VER FY LOCA rION ANC DEPTH OF i EXISTING UTILITIES & NOTIFY ENGINEER OF NY I ! I i I i 395 DISCREPANCIES RIOR TO CONST UCTION.� 395 W w (D cr cr �- O cr N O' O O CO CR r O Lr) O M O M N co t� M N d r 00 O MO W W W ui 0i O O CA 0) r LO N co N Cfi N (6 co 6 N r M O Cn M N 00 . N O O t- �- r- r- O V_ T_ N N co M M CO m d M Nf d d d d �t rt �t d d d d d �t d d d N d d �t d to a Lb d to lA 't It O CO C9 ci d �r d 'd � "t �r d �t W LL 0 +00 0 +50 1 +00 1 +50 2 +00 2 +50 3 +00 3 +50 4 +00 4 +50 5 +00 5 +50 6 +00 6 +50 7 +00 7 +50 8 +00 8 +50 9 +00 9 +50 10 +00 10 +50 11 +00 11 +50 12 +00 12 +50 13 +00 MH g - DNLRA -12 -21 VERTICAL SCALE: 1 " =5' NOTES: 1. ALL FILL TO BE PLACED AT 95% COMPACTION. 2. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF s' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. 4. ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST PREDOMINATELY OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 2007 ROAD AND BRIDGE SPECIFICATION 303.04 5. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING ELEVATIONS OF ROADWAY, CURB & GUTTER PRIOR TO CONSTRUCTING THE EXTENSION OF THE ROADWAYS. NOTIFY THE ENGINEER OF ANY DISCREPANCIES SO THAT THE ELEVATIONS OF THE TIE -IN CONNECTIONS CAN BE ADJUSTED ACCORDINGLY. 465 465 0 +50 1 +00 1 +50 2 +00 MH22- MH1.7 00-� 07 SCOT :4 H . OLLINS!Z No. 35791 ,� 411'510 xvw" "�SIONAL E�OZ z O E a cy- V w 0 z O rn w ce z H U) N 0 MH22 ! STA:1 +86.48 ! I - _ - - -oE RIM:460.22- INV OUT. 456.43 TO MH17 i 460 m m O { 460 00~ 0 o i � L ._-._ 00 CR � _ ' _ - -! w O T_ i I REQUIRED IN ALL I 0 rn d rr j FILL AREAS (TYP.) + / i I �r � ; , , 45 r O�rZZO ! I 455 �d »> Z 0 J 2co z9Z/ LL3 �J w -J U- I I oR35uly63� uu m 0 d v LLJ z O vii 450 / j ; ,��2 , I j I i 450 I w u) I C > > z 0� 0- z (_9 445 I Z i I j 445 I I _ i + � I i ; 440 , ( j 440 i I I j i I I ' i 435 j i j f j 435 432 + , I j I j i 432 LU w to N O CO W W ui 0i �d 0i dam' qt dam' W LOI.- 0 +50 1 +00 1 +50 2 +00 MH22- MH1.7 00-� 07 SCOT :4 H . OLLINS!Z No. 35791 ,� 411'510 xvw" "�SIONAL E�OZ z O E a cy- V w 0 z O rn w ce z H U) N 0 W z o Z w � 0 o O Ln Z 0 J ( Q LL3 �J w -J U- uu m 0 d v LLJ z O vii Z O � w u) > > z 0� 0- z (_9 4 z Z o_ 0 w a INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) ET CAPTURE) Intensity 4.00 (Intensity is 4 in /hr for spread, and 6.5 in /hr for capacity and depth) Intensity 6.50 (intensity is 4 inlhr for Mannin s Coefficient, n is 0.013 I Hydrology Inlet Hydrology Curb and Gutter Inlet I nlet N T) W � M N V �, 0 V O O L °- 3 w o 0 m o 4 U U O a O Curb and Gutter w fl N U Iv a, @ o M ° C _ U- a V - C5 W N _ v v d � 0 Q ° _ iT N 3 6s o o v _ U a C3 5 I Q in N - N aJ .9 0 N rn 'A o 0 i N C m 6s (A W Z' w Q = o x m _0 = 0.12 N u N `K O c � 0. Sm 14 C . 0 „ o - 6 N N m M w v a � , = _ . o 0 0 m m Y 0. M C .i o .� 0 0 O _ v ° 0 x W O a -0 N C o S 3 n > C 76 -2:1 o o C o c I 1 0.261 N ` 0 O 19 Q - c c � m - 6 0 m C R 0) N -2 x 3 � > 0 U 9 J O Q w 0 01 of � 3 N E =O c cc 3 0 (L > _ 4 . ¢ ( U C! a C! x 3 0 aS (0 3 0 to t- W cd d m 0 in W d _.1 III 0 a o Q� 6 313B 10.0 0.28 0.90 0.252 1.01 0.00 1.01 0.0300 1 0.0200 2.0 1 0.083 4.1500 5.44 1 0.86 3.5120 0.1463 0.1458 8.43 1 1.19 1.00 I 1.01 0.00 0.90 0.252 8 3136 10.0 0.69 0.40 0.276 1.10 0.00 1.10 0.0300 0.0200 2.0 1 0.083 4.1500 5.63 0.85 3.5120 0.1463 0.1444 8.82 1.13 1.00 1.10 0.00 - 0.40 10 3B 6.0 0.02 0.90 0.018 0.07 0.00 0.07 0.0447 0.0200 2.0 1 0.083 4.1500 1.88 1.00 3.5120 0.1463 0.1663 2.90 2.07 1.00 0.07 0.00 - 0.02 12 313 6.0 0.03 0.60 0.018 0.07 0,00 0.07 0.0447 0.0200 2.0 0.083 4.1500 1.88 1.00 3.5120 0.1463 0.1663 2.90 2.07 1.00 0.07 0.00 - 6.0 14 31313 10.0 0.30 0.60 0.180 0.72 0.00 0.72 0.0447 0.0200 2.0 0.083 4.1500 4.45 0.92 3.5120 0.1463 0.1546 7.97 1.25 1.00 0.72 0.00 - 3613 16 31313 4.0 0.03 0.50 0.015 0.06 0.00 0.06 0.0100 0.0200 2.0 0.083 4.1500 2.32 1.00 3.5120 0.1463 1 0.1663 1.71 2.33 1.00 0.06 0,00 - 16 18 3BB 6.0 0.09 0.50 0.045 0.18 0.00 0.18 0.0396 0.0200 2.0 0.083 4.1500 1 2.71 0.99 3.5120 0.1463 0.1649 4.13 1.45 1.00 0.18 0.00 I - 2.0 20 313 1 6.0 0.07 0.90 0.063 025 0.00 0.25 0.0396 0.0200 I 2.0 0.083 4.1500 3.07 0.99 3.5120 10.1463 0.1649 4.76 1.26 1.00 0.25 0.00 - - 22 3B 10.0 0.19 0.90 0.171 0.68 0.00 0.68 0.0396 0.0200 2.0 1 0.083 4,1500 4.47 0.93 3.5120 0.1463 0.1561 7.48 1.34 1.00 0.68 0.00 - 0.00 30 313 10.0 0.18 0.65 0.117 0.47 0.00 0.47 0.0975 0.0200 2.0 0.083 4.1500 3.27 0.98 3.5120 0.1463 0.1634 8.13 1.23 1.00 0.47 0.00 - 1.11 32 36 6.0 0.03 0.90 0.027 0.11 0.00 0.11 0.1000 0.0200 2.0 0.083 4.1500 1.88 1.00 3.5120 0.1463 0.1663 4.38 1.37 1.00 0.11 0.00 - 1.00 34 3138 8.0 0.06 0.90 1 0.054 0.22 1 0.00 0.22 0.1000 0.0200 2.0 0.083 4.1500 2.44 0.99 3.5120 0.1463 0.1649 5.89 1.36 1.00 0.22 0.00 - 1.12 36 3B 10.0 1 0.16 0.60 0.096 0.38 0.00 0.38 0.1000 0.0200 2.0 0.083 4.1500 1 3,02 0.99 1 3.5120 0.1463 0.1649 7.50 1.33 1.00 0.38 1 0.00 - 7.22 42 3BB 10.0 0.18 0.60 0.108 0,43 0.00 0.43 0.0870 0.0200 2.0 I 0.083 4.1500 1 3.24 0.98 3.5120 10.1463 0.1634 7.60 1.32 1.00 0.43 0.00 0.1463 0.1619 44 3B 6.0 0.04 0.90 0.036 0.14 0.00 0.14 0.1000 0.0200 2.0 0.083 4.1500 2.09 1.00 3.5120 0.1463 0.1663 4.94 1.21 1.00 0.14 0.00 - 0.1463 46 3B 8.0 0.08 0.60 0.048 0.19 0.00 0.19 0.1000 0.0200 2.0 0.083 4.1500 2.33 1.00 3.5120 0.1463 0.1663 5.57 1.44 1.00 0.19 0.00 - 3.5120 48 313 10.0 0.19 0.90 0.171 0.68 0.00 0.68 0.0447 0.0200 2.0 0.083 4.1500 4.37 0.93 3.5120 0.1463 0.1561 7.76 1 1.29 1.00 0.68 0.00 I - 0.99 50 313 1 8.0 0.48 1 0.50 1 0.240 0.96 1 0.00 0.96 0.0050 0.0200 2.0 0.083 4.1500 7.48 0.96 3.5120 0.1463 0.1605 4.56 1.75 1.00 0.96 0.00 - 4.51 56 36 10.0 0.24 0.65 0.156 0.62 0.00 0.62 0.0700 0.0200 2.0 0.083 4.1500 3.88 0.96 1 3.5120 0.1463 0.1605 8.40 1.19 1.00 0.62 0.00 - 4.1500 58 313 10.0 0.27 0.65 0.176 0.70 0.00 0.70 0.0700 0.0200 2.0 0.083 4.1500 4.05 0.95 3.5120 0.1463 0.1590 8.87 1.13 1.00 0.70 0.00 2.0 0.0830 60 313 8.0 0.42 0.50 0.210 0.84 0.00 0.84 0.0050 0.0200 2.0 0.083 4.1500 7.11 0.74 3.5120 0.1463 0.1283 4,93 1,62 1.00 0.84 0.00 0,0200 I 68 3B 10.0 0.22 0.70 0.154 0.62 0.00 0.62 0.0870 0.0200 2.0 0.083 4.1500 3.71 0.97 3.5120 0.1463 0.1619 8.87 1.13 1.00 0.62 0.00 0.0050 i 70 388 10.0 0.16 0.60 0.096 0.38 0.00 0.38 0.1000 0:0200 2.0 0.083 4.1500 3.02 0.99 3.5120 0.1463 0.1649 7.50 1.33 1.00 0.38 0.00 0.80 0.0870 - for inlets draining to stormwater management facilities, where overland flow to facilities is not available, 100% capture is required at 6.5#hr INLETS ON GRADE, DESIGN (CURB SPREAD AND IN ET CAPTURE) SPREAD AND DEPTH) spread, and 6.5 in /hr for capacity and depth Intensity 6.50 (intensity is 4 inlhr for read, and 6.5 in /hr for capacity and depth) I Hydrology Mannin s Coefficient, n is 0.013 H drology Inlet Hydrolog N T) W � M N V �, 0 V O O L °- 3 w o 0 m o 4 U U O a O Curb and Gutter N .2 C _ a. Inlet N U Iv a, @ o M ° C _ U- a V - C5 W N _ v v d � 0 Q ° _ iT N 3 6s o o v _ U a C3 5 I Q in N - N aJ .9 0 N rn 'A o 0 i N C m 6s (A W Zu 5 v T N C OQ F .0 to -2 N .0 •n � o ° o 3 u m i '�"' C 13 x at o M rn W i (n rn t- W --TO i 0 C •r O CL N w s o a t m U .� N N S 12 Y o s a E _ n E '6 'a F- W 0.12 0.34 left w ° 4= t a 0. 18 0.07 = m r .0 _ . 4.1650 O w m N 'N -a 1.70 N right m U 1 0.261 F_ SE w C o 0 2 '� -2 N N p Q Q, .0 ) w 61 N 2 IS U N 3 N 0 •0) N t NO U O m - X 0 W 2 N U N C N '0 C 0 rn 0 4 ° 0 0 3 p 3 i 5 o C � g 9 E� 6 3 a, a m 0 v = N C m = x ° N K = 3 > rn 6 ° c6 4 m F C O � @ O E ° c - i M 01 _ O m 3 - 'I n = c I � E 3 m 0 CL > _ ¢ 2 ti O .0 Ci O C3 x 3 0 vi rn i V) In 1= W C6 ro - s (0 U) u C5 0 U � 6 31313 I 10.0 0.28 0.90 0.252 1.30 0.45 0.00 1.30 0.0300 1 0.0200 2.0 1 0.0830 4.1500 5.99 0.81 3.5120 0,1463 0.1385 9.68 1.03 1.00 1.30 0.34 1 24 0.82 8 38B 10.0 0.69 0.40 0.276 120 0.90 0.00 1.20 0.0300 0.0200 2.0 1 0.0830 4.1500 5.81 0.83 3.5120 0.1463 0.1415 9.24 1.08 1.00 1.20 0.59 24B 0.018 10 38 6.0 0.02 0.90 0.018 0.12 1 0.0833 0.00 0.12 0.0447 0.0200 2.0 0.0830 4.1500 2.25 1.00 3.5120 0.1463 0.1663 3.56 1.69 1.00 0.12 0.00 - 0.020 12 38 6.0 0.03 0.60 0.018 O. 2 0.00 0.12 0.0447 0.0200 2.0 0.0830 4.1500 2.25 1.00 3.5120 0.1463 0.1663 3.56 1.69 1.00 0.12 0.00 - 0.52 14 3613 10.0 0.30 0.60 0.180 1.17 0.13 0.00 1.17 0.0447 0.0200 2.0 0.0830 4.1500 5.34 0.87 3.5120 0.1463 0.1473 10.06 0.99 1.00 1.17 0.00 - 1 2.95 16 3136 4.0 0.03 0.50 0.015 0.10 0. 0.00 0.10 0.0100 0.0200 2.0 0.0830 4.1500 2.79 0.99 3.5120 0.1463 0.1649 2.11 1.89 1.00 0.10 0.00 1 0.0200 2.0 18 386 6.0 0.09 0.50 0.045 0.29 0.50 0.00 0.29 0.0396 0,0200 2.0 0.0830 4.1500 3.25 0.98 3.5120 0.1463 0.1634 5.09 1.18 1.00 0,29 0.00 - 1 0.50 20 3B 6.0 0.07 0.90 0.063 0. 1 0.00 0.41 0.0396 0.0200 2.0 0.0830 4.1500 3.69 0.97 3.5120 0.1463 0.1619 5.90 1.02 1.00 0.41 0.00 - 0,22 22 3B 10.0 0.19 0.90 0.171 1. 1 0.00 1.11 0.0396 0.0200 2.0 0,0830 4.1500 5.36 0.87 3.5120 0.1463 0.1473 9.49 1.05 1.00 1.11 0.00 - 1 0.0200 30 313 10.0 0.18 0.65 0.117 0.76 1 3C 1 8.0 0.00 0.76 0.0975 0.0200 2.0 0.0830 4.1500 3.93 0.95 3.5120 0,1463 0.1590 10.13 0.99 1.00 0.76 0.00 - 0.0010 32 313 6.0 0.03 0.90 0.027 0.18 1 0.17 1 0.366 1 8.38 0.00 0.18 0.1000 0.0200 2.0 0.0830 4.1500 2.26 1.00 3.5120 0.1463 0.1663 5.37 1.12 1.00 0.18 0.00 - 64 34 366 8.0 0.06 0.90 0.054 O. P5 0.00 0.35 0.1000 0.0200 2.0 0.0830 4.1500 2.92 0.99 3.5120 0.1463 0.1649 7.22 1.11 1.00 0.35 0.00 - 0.74 36 313 10,0 0,16 0.60 0.096 0.62 18 0.00 0.62 0.1000 0,0200 2.0 0.0830 4.1500 3.63 0.97 3.5120 0.1463 0.1619 9.29 1.08 1.00 0.62 0.00 - 0. 42 31313 10.0 0.18 0.60 0.108 0. 0 0.00 0.70 0.0870 0.0200 2.0 0.0830 4.1500 3.89 0.95 I 3.5120 0.1463 0.1590 9.47 1.08 1.00 0.70 0.00 - 0. 44 38 6.0 0.04 0.90 0.036 023 1 0.00 0.23 0.1000 0,0200 2.0 0.0830 4.1500 2.51 0.99 3.5120 0.1463 0.1649 6.09 0.99 1.00 0.23 0.00 - 476.00 46 313 8.0 0.08 0.60 0.048 0.31 0.8 0.00 0.31 0.1000 0.0200 2.0 0.0830 4.1500 2.80 0.99 3.5120 0.1463 0.1649 6.87 1.16 1.00 0.31 0.00 - 2.18 48 3B 10.0 0.19 0.90 0.171 1. 1 0.00 1.11 0.1000 0,0200 2.0 0.0830 4.1500 4.51 0.88 3.5120 0.1463 0.1488 12.46 0.80 1.00 1.11 0.00 - 0.5 50 38 8.0 0.48 0.50 0.240 1. 37.2 0.00 1.56 0.0050 0,0200 2.0 0.0830 4.1500 8.97 0.61 3.5120 0.1463 0.1093 7.04 1.14 1.00 1.56 0.00 72 3C 12.0 56 38 10.0 0.24 0.65 0.156 1. 1 0.00 1.01 0.0700 0.0200 2.0 0.0830 4.1500 4.65 0.92 3.5120 0.1463 0.1546 10.53 0.95 1.00 1.01 0.00 - 15 58 38 10.0 0.27 0.65 0.176 0. 0 0.00 0.80 0.0700 0,0200 2.0 0.0830 4.1500 4.26 0.93 3.5120 .1463 0.1561 9.48 1.06 1.00 0.80 0.34 50 2 1 n/a 5.50 60 313 8.0 0.42 0.50 0.210 0.30 0.010 0.00 0.80 0.0050 0.0200 2.0 0.0830 4.1500 6.98 0.76 3.5120 �0, 1 463 i 0.1312 1 4.76 1.68 1.00 0.80 0.34 50 11.39 68 313 10.0 0.22 0.70 0.154 0. 30 0.00 0.80 0.0870 0.0200 2.0 0.0830 4.1500 4.09 0.94 3.5120 0.1463 0.1576 1 10.061 0.99 1 1.00 0.80 i 0.20 i 28 0.006 70 366 10.0 0.15 0.60 1 0.090 0. i 9 0.00 1 0.59 0.1000 0,0200 1 2.0 1 0.0830 4.1500 3.54 0.97 3.5120 10.1463 1 0.1619 1 9.05 1 1.11 I 1.00 1 0.59 1 0.00 2.7 - for inlets draining to stormwater management facilities, where overland flow to facilities is not available, 100% capture is required at 6.5i(1 /hr INLETS IN SUMP, Intensity Mannin s Coefficient, DESIGN (CURB SPREAD AND INLET 4.00 (Intensity is 4 in /hr for n is 0.013 SPREAD AND DEPTH) spread, and 6.5 in /hr for capacity and depth Slides: i li e,i -e ns Raclkilp with a 3V i r u a meder. T'ube`t104Ub8 COnfleftn1i I Hydrology Inlet H drology Curb and 39tter N T) W � M N V �, 0 V O O L °- 3 w o 0 m o 4 U U O a O I Inlet N .2 C _ a. ... CL rn aa)i E N F- o O r > J N U Iv a, @ o M ° C _ U- a V - C5 W N _ v v d � 0 Q ° _ iT N 3 6s o o v _ U a C3 5 I Q in N - N aJ .9 0 N rn 'A o 0 i N C m 6s (A W Zu 5 v T N C OQ F .0 to -2 N .0 •n � o ° o 3 u m i '�"' C 13 x at o M rn W i (n rn t- W --TO i 0 C •r O CL N w s o a t m U .� N N S 12 Y o s a E _ n E '6 'a F- W 0.12 0.34 left 0.02 0.90 0. 18 0.07 0.34 0.41 0.0010 0.0200 .0 0,0833 4.1650 3.83 0.96 its l,fl `'+:•i YLk`::.:51 ?i R. °r19'!_ ffNr:t..tl ire namm. 3Ilr isw`- 1.70 r :r-. The h_&Wplafe be carAucbdaf 11 Y .. CF GgyamgNded and . i-. - right 1 0.29 1 0.90 1 0.261 2.0 1 1.04 1 0.00 1.04 0.0010 0.0200 .0 1 0.0833 1 4.1650 1 10.44 1 0.55 24 F 3C I 10.0 9' max. spread combined flow 1.5 I 0.45 0.13 0.282 6.47 9' max. spread 0,82 { g. left 0.28 0.45 0. 26 0.50 0.00 0.50 0.0010 0.0200 .0 0.0833 4.1650 7.94 0.68 0.59 0.79 0. right 0.07 0.45 0. 32 1 0.13 1 0.59 0,72 0.0010 0.0200 2.0 1 0.0833 1 4.1650 1 4.72 1 0.90 246 3C I 6.0 left combined flow 1.2 0.126 0.82 0.15 0.317 7.25 9' max. spread 0.12 1 0.0200 left 0.14 0.90 0. 26 0.50 0.00 0.50 0.0010 0.0200 .0 0.0833 4.1650 7.94 0.68 0.0010 159.1 1 0.0200 right 0.02 0.90 0.018 1 0.9 0.07 0.00 0.07 0,0010 0.0200 1 2.0 1 0.0833 1 4.1650 1 3.83 1 0.96 26 3C 1 4.0 0.50 combined flow 0.6 0.00 0.13 0.10 0.224 1 5.14 9 max. spread 2.0 0.0833 left 0.04 0.50 0.020 0.08 0.00 0.08 0.0010 0.0200 .0 0.0833 4.1650 3.98 0.95 24 0.0200 2.0 right 0.60 13.19 I0.50 0. 00 1 1.20 1 0.20 1.40 0.0010 1 0.0200 .0 0.0833 4.1650 11.00 0.52 28 3C 10.0 I 0.90 combined flow. 1.5 1 0.00 0.06 0.13 1 0.285 1 6.54 9' max. spread 2:0 0.0833 left 0.01 0.90 0. 9 1 0.04 0.00 0.04 0.0010 1 0.0200 1 2.0 1 0.00 1 0.0833 4.1650 1 2.95 1 0.99 2.0 0.0833 4.1650 right I 0.14 1 0.90 0. 26 0.50 0.00 0.50 0.0010 I 0.0200 I 2.0 0.0108 -4 I 0.0833 4.1650 7.94 0.68 38 3C 4.0 1,24 combined flow 0.5 1 0.0200 2.0 0.10 0.215 4.92 9' max. spread 0.5 0 left 0.38 0.50 0. 90 0.76 0.00 0.76 0.0010 0.0200 010 .0 0.0833 4.1650 9.27 0.62 0. 0.332 40 1 3C 8.0 right I 0.17 1 0.50 10A 464.40 0.16 1 0.360 8.25 0.00 0.34 0.0010 1 0.0200 1 2.0 24 0.0833 1 4.1650 1 6.85 1 0.75 40 3C 1 8.0 2.0 combined flow 1.1 9.70 0.60 0.12 1 0.260 5.97 9' max. spread right 0.17 left 0,22 1 0.60 1 0. 32 1 0.53 1 0.00 0.53 0.0010 0.0200 III .0 1 0.0833 4,1650 1 8.08 1 0.68 1.5 0.78 462.37 right 1 0.17 1 0.60 1 0. 02 1 0.41 1 0.00 0,41 0.0010 1 0.0200 1 2.0 0.)010 I 4.1650 7.34 0.72 54 1 3C 1 8.0 0.8 combined flow 0.9 124 right 0.11 1 0.234 177jjF 8' max. spread 2.00 0.00 left 0.04 0.55 10.(22 _01308 Z.0 0.09 I 0.00 0,09 0.0010 0.0200 1 10 combined flow 1 0, 0833 1 4.1650 4.13 0.94 1 0.17 1 0.366 1 8.38 9' max. spread 1 0,0053 right 1 0.56 1 0.55 0.099 1 1.23 1 0.00 1.23 0.0010 1 0.0200 1 2.0 0.0833 0.0833 1 4.1650 1 11.11 1 0.52 64 3C 10.0 right combined flow 1.3 0.018 0.12 0.12 0.264 6.06 9' max. spread 010 0.0200 left I 0.11 0.90 0. 99 1 0.40 0.00 0.40 0.0010 0.0200 4.0 16.3 1 0.0833 1 4.1650 7.26 0.74 4.61 3.79 0.16 right 0.02 0.90 0. 18 0.07 0.00 0.07 0.0010 0.0200 I .0 0.0833 4.1650 3.83 0.95 66 36 4.0 2.57 combined flow 0.5 0. 010 0. 9 0.195 4.47 9' max. spread 4.1650 14.63 0.4 d 52 3C 12.0 1 combined flow 2.6 77.26 15 1 0.25 1 n/a 6.25 1.59 15.4 0.9 4.57 3.55 0.20 46 44 0.08 all 0.79 0.50 0. 95 1.58 0.00 1.58 0.0010 0.0200 1 2.0 1 0.0833 1 4.1650 1 12.19 1 0.47 52 3C 1 12.0 1 combined flow 1.6 0.0833 1 4.1650 O.,5 1 n/a 6.25 2.67 60 36 I 10.0 I combined flow 1.5 464.50 476.00 1 0.26 1 n/a 6.50 15 7.35 0,013 1.10 1 14,4 0.8 Corr. HDPE- Type S 44 42 0.04 0,90 0.036 0.858 8.26 all 1 0.46 1 0.50 0. 30 0.92 0.00 0.92 0.0010 0.0200 2.18 .0 0.0833 4.1650 9.95 0.59 60 3C 10.0 4.1650 combined flow 0.9 0 72 3C 12.0 0. 6 I n/a 6.50 0.52 $0.4 462,73 0.22 n/a 5.50 12.15 450.41 32.34 18 8.60 0.007 0.22 11.4 0.5 1.395 8.69 5.65 1.55 7.88 450.90 450.68 37.2 0.013 all I 0.56 1 0.60 0. 36 1.34 0.00 1.34 0.0010 0.0200 010 .0 0.0833 4.1665 11.47 0.50 72 3C 12.0 74 3C 12.0 combined flow 1.3 0 0.66 0. 2 1 n/a 1 5.50 0.64 451.05 456.64 456.50 451.88 37.20 18 7.88 0.006 0.21 5.2 0.1 7.35 7.35 467.43 460.10 85.3 0.013 0.0859 15 18.93 14.41 all 0.52 1 0.60 1 0.312 40 1 1.25 1 0.00 1.25 0.0010 1 0.0200 1 2.0 1 0.0833 1 4.1665 1 11.16 1 0.53 74 3C 12.0 I combined flow 1.2 1 0.65 0.84 O. 2 1 n/a 5.50 452.51 * gutter longi - grate inlets NOTE:inlets draining NOTE: Inlet udinal slope of 0.001 should be used in a s mp condition (DI -7) in open pavement areas will not have a curb spread, but will have inlet spread and to stormwater management facilities, he 6.51n /hr check storm will suffice for the 10yr size for structures determined by overland flaw. Pipes have been sized to include overland depth conveyance to the facilities flow as well as yard inlet and roof drain cl �inage areas, .tons T t (313 I_D.) kom T Platforms lex and exit Rigtr# wriitllr�t aild with 4NerlorIs MODEL DEL # FRBOUCT X101 SFC PfMT ARU Oil I[MTE 7t1t>�i:Tt>1,•� I °1- "X."..".'.*.-. Ott DESCRIPTOR Tire wdik ate ft.t �l' B.U. Ttrta Olisi� - 0'�' a �9 xn#i a = :f�m:�iri� ix B se tmBPVC- dipped stela xsanW. That sWm tum ei1ter let a, rW h an V srfapG, arrd sum ffuk& comer r wfitl am lit Ii N& I . .Ig r l ,: ,, SPREAD AND INLET SPREAD AND DEPTH) (Intensity is 4 in /hr for spread, and 6.5 in /hr for caltacity s, i' rr Slides: i li e,i -e ns Raclkilp with a 3V i r u a meder. T'ube`t104Ub8 COnfleftn1i I Hydrology r t= Curb and Gutter s,. .r shall :,` J rt . r . F i.�..m1. t ` ;rr' Iu .Mi .� inlet •r - : 4i 'mot and �l� f:.r 9S t# r ,•,-6 r .1.:. ;! H'i { I -r ts:xl . I. 1 I ga. ; <.' rY N T) W � M N V �, 0 V O O L °- 3 w o 0 m o 4 U U O a O be consinicled of ido dl ' +iii a I' a25- conlerlim radflim. All sft pieces shall a O 0) o C a � x -2 A,_ W L . U O 3 U ' m = x a rn m =' rn In O rn 3 to rn F- . . M . C o g o W r0 6 m C 'e o � C "CL t 16 ; t o •:_ ti E -o a F- 2' i' ii at7 Ue ''i D '- b' 1 r;:: ::."'., d <' t i '' .? t.- ': k .3 fiaF4139mg SWP tioppoil1s: =A1 support Mail i i'• fi r Y : • m N! : ::d - fal ` wM naMWeimls- --TO crferk-4M, 1 t' ; '1•' Th-- side entry pa k# 1' Roddlia antil . !("4t -" 0.12 0.34 0.46 . 'h g mckled4n. '1 &pw e6n s,Rr s# -. i.. , 'g 1. _ ymirdows, c -. ) ::..:0 x, M t. .4 D :qi:F.• 'f::i f =•F fi. F.s4ff "mrshmilaiddilDill1opord- 1 2.0 ; 1 4.1650 1 4.59 1 0.9 er Ya, lasbred to the li = , sew* at Me bd1my usrq <n. d °.< x Y r5li 0.4 i hafftaaeshall be r• 3.. `' 1 Y:: i i u *ii i M I c -w its l,fl `'+:•i YLk`::.:51 ?i R. °r19'!_ ffNr:t..tl ire namm. 3Ilr isw`- 1.70 r :r-. The h_&Wplafe be carAucbdaf 11 Y .. CF GgyamgNded and . i-. - 1.70 0. 010 0.0200 2.0 0.0833 4,1650 12.52 0.4 0.013 :l •• P12bbirmi,stitallbe amrstrudki of g2. shed, solid w4ded with 2 1' - of 2.2 3.36 0.74 fit 0.17 1 0.366 1 8.40 9' max. spread 't.f' aills: Handiraills shall be mwiiruded of 4. ..T6 and bmed j .d: -. w1h headed hm& in =:ei :- .:d:-. 0.28 0.45 0.126 # qjaztc i 8 '1 y yI,L in M=. 0.00 0,82 { g. i k i m&-sumsh2JI. Y." 4dF'a- a 'Gfi Wbom rall 2nd . i? :IA y if t1gRvA gialed 0.0200 2.0 0.0833 irdU of mar: 'the all sci4 , d ;: d with headed r a i at tw ..t 9.53 0.8 1.81 oluns; bottaima. 0.03 right INLETS IN SUMP, DESIGN (CURB Intensity 6.50 Mannin s Coefficient, n is 0.013 SPREAD AND INLET SPREAD AND DEPTH) (Intensity is 4 in /hr for spread, and 6.5 in /hr for caltacity and depth) D Inlet I Hydrology H Curb and Gutter 7 (A 2 VJ inlet C y N Q a o Y Q. 0> J N T) W � M N V �, 0 V O O L °- 3 w o 0 m o 4 U U O a O V a O 0) o C a � x -2 A,_ W L . U O 3 U ' m = x a rn m =' rn In O rn 3 to rn F- . . M . C o g o W r0 6 m C 'e o � C "CL t 16 ; t o •:_ ti E -o a F- 2' Q*V left 0.02 --TO .018 0.12 0.34 0.46 0.)010 cLcW3 irm "o ° ci :. i 1 0.0200 1 2.0 0.0833 1 4.1650 1 4.59 1 0.9 10.5 0.4 3.09 right 1 0.29 10.9010.2611 18 1.70 0.00 1.70 0. 010 0.0200 2.0 0.0833 4,1650 12.52 0.4 0.013 24 3C 10.0 combined flow 2.2 3.36 0.74 0.17 1 0.366 1 8.40 9' max. spread 10 left 0.28 0.45 0.126 0.82 0.00 0,82 0. 010 0.0200 2.0 0.0833 4.1650 9.53 0.8 1.81 0.001 0.03 right 0.07 0.45 0.032 0.20 0.59 0.79 0. 010 0.0200 2.0 0.0833 4.1650 5.67 0. 7.43 246 3C 6.0 1 combined flow 1.6 14 12 0.30 0.17 1 0.381 1 8.74 9' max. spread 1.927 left 0.14 0.90 0.126 0.82 1 0.00 0.82 0.0010 0.12 1 0.0200 1 2.0 1 0.0833 1 4.1650 1 9.53 1 0.6 461.00 36.43 15 right 0.02 0.90 0.018 0.12 0.00 0.12 0.0010 159.1 1 0.0200 1 2.0 1 0,0833 1 4.1650 1 4.59 1 0.9 26 I 3C 1 4.0 combined flow 0.9 68 0.018 4.299 0.14 0.310 7.10 9' max. spread 0.10 left 0.04 0.50 0.020 0.13 0.00 0.13 0, 010 0.0200 2.0 0.0833 4.1650 4.78 0.9 461.03 466.15 10.10 tight 0.60 0.50 0.300 1.95 0.20 2.15 0.)010 24 0.0200 2.0 0.0833 4.1650 13.19 0. 0.28 28 3C 10.0 combined flow 2.3 I 1 5.34 1.35 0.17 1 0.381 1 8.72 9' max. spread 417.94 left I 0.01 I 0.90 1 0.009 1 0.06 1 0.00 0.06 0.)010 4 1 0.0200 2:0 0.0833 1 4.1650 1 3.54 0.97 0.08 1 0.06 right 1 0.14 1 0.90 10.1261 0.82 1 0.00 0.82 0. 010 0,0200 2.0 0.0833 4.1650 9.53 0.6 7.449 38 3C 1 4.0 combined flow 0.9 39.79 414.23 414.00 0.14 1 0.297 6.80 9' max. spread 0.0108 -4 left j 0.38 1 0.50 0.190 1.24 0.00 1,24 0. 010 1 0.0200 2.0 0.0833 4.1650 11.12 0.5 0 1 0 0.29 right 0.17 0.50 0.085 0.55 0.00 0.55 0. 010 0.0200 2.0 0.0833 4.1650 8.22 0. 0.332 40 1 3C 8.0 combined flow I 1.8 2.00 470.94 464.40 0.16 1 0.360 8.25 9' max. spread 0.0465 left 1 0.22 1 0.6010.1321 24 0.86 1 0.00 0.86 0. 010 0.0200 2.0 0.0833 4.1650 9.70 0.60 434.30 I 0.00 right 0.17 0.60 0.102 0.66 0.00 0.66 o.)010 0.0200 2.0 0.0833 4.1650 8.80 0. 11.1 54 3C 8.0 combined flow 1.5 0.78 462.37 462.18 0.15 0.323 7.41 8' max, spread 0.0050 left 0.04 0.55 0.022 0.14 0.00 0.14 0.)010 0.55 0.0200 2.0 0.0833 4.1650 4.95 0.8 11.4 10.9 124 right 0.56 0.55 0.308 2.00 0.00 2.00 0. 010 0.0200 Z.0 0.0833 4.1650 13.32 0. 11.39 64 3C I 10.0 combined flow 2.1 1 466.24 1 466.03 1 0.17 1 0.366 1 8.38 9' max. spread 1 0,0053 left I 0.11 0.90 0.099 0.64 1 0.00 0.64 0.)010 0.50 0.0200 2.0 0.0833 4.1650 8.70 0. 465.93 1 463.47 1 28,2 right 0.02 0.90 0.018 0.12 0.00 0.12 0. 010 0.0200 2.0 0.0833 4.1650 4.59 0.9 450.05 66 3C 4.0 combined flow 0.8 0.024 0.77 16.3 0.12 0.270 6.19 9' max. spread 1 0.0051 15 1 4.61 3.79 0.16 I 50 12 0.48 0.50 0.240 1 0.635 I I I I 459.22 456.50 34.8 all 0.79 0.50 0.395 2.57 0.00 -_ 2.57 0. 010 0.0200 2.0 0.0833 4.1650 14.63 0.4 d 52 3C 12.0 1 combined flow 2.6 77.26 15 1 0.25 1 n/a 6.25 1.59 15.4 0.9 4.57 3.55 0.20 46 44 0.08 0.60 0.048 1 0.384 1 8.20 5.76 0.28 2.21 32 1 471.48 1 33.6 all 0.46 1 0.50 1 0.230 1 1.50 1 0.00 1,50 0.0010 1 0,0200 1 2.0 1 0.0833 1 4.1650 1 11,94 0.5 2.67 60 36 I 10.0 I combined flow 1.5 464.50 476.00 1 0.26 1 n/a 6.50 15 7.35 0,013 1.10 1 14,4 0.8 Corr. HDPE- Type S 44 42 0.04 0,90 0.036 0.858 8.26 5.75 0.21 4.93 470.48 460.50 106.0 afl 0.56 0.60 0.336 2.18 0.00 2.18 0. 010 1 0.0200 1 2.0 1 0.0833 1 4.1650 1 13.76 1 0,00 0 72 3C 12.0 combined flow 2.2 0.52 $0.4 462,73 0.22 n/a 5.50 12.15 450.41 32.34 18 8.60 0.007 0.22 11.4 0.5 1.395 8.69 5.65 1.55 7.88 450.90 450.68 37.2 0.013 0.0060 18 all 0.52 0.60 0.312 2.03 0.00 2.0 0. 010 0.0200 2.0 0.0833 4.1650 13.39 0.4 74 3C 12.0 combined flow 2.0 0 0.66 0.85 0.22 n/a 5.50 0.64 gutter longituarnai slope or u.uu snouia oe usea in a sump conainon - grate inlets (DI -7) in open pavement areas will not have a curb spread, but will have inlet spread and depth - for inlets draining to stormwater management facilities, the 6.5in /hr check storm will suffice for the 10yr conveyance to the facilities NOTE: Inlet size for structures determined by overland flow. Pipes have been sized t include overland flow as well as yard inlet and roof drain drainage areas. Design Year: 10 Proiect: Belvedere Phase U I Job #: # # # ## Prenared bv: FCTM_ PF, INLET STATION OUTLETWATER SURFACEELEV .. D Q ZW S- H JUMMONLOSS 7 (A 2 VJ FINAL H INLET WATER URFACEELEV RkM ELEV V H Q- V Q*V I V g H ANGLE HA H UH .5H cLcW3 irm "o ° ci :. i 461.10 28.93 15 2.12 0.001 0.03 10.5 0.4 3.09 0.21 10 20 18 0.07 0.90 0.063 0.234 5.21 6.60 0.42 1.54 460.99 34 148.4 0.013 0.0050 15 4.57 3.36 0.74 1.8 5.7 10 0.5 0.045 0.17 0 0 0.60 0.78 0.39 0.42 461.52 467.61 0.0050 464.05 40.05 15 1.81 0.001 0.03 5.7 0.1 0.50 0.015 1.181 8.53 5.69 0.09 6.72 459.47 458.73 148.0 0,013 0.0050 18 7.43 74 0.52 14 12 0.30 0,60 0.180 1.927 9.05 5.57 1.00 10.73 1 458.63 0.00 0 0 0.12 0.16 0.08 0.11 464.16 467.71 12 461.00 36.43 15 0.93 0,000 0.01 2.9 0,0 15.12 1 456.40 448.31 159.1 0.013 I 0.0508 18 23.68 14.20 0.19 10 8 0.02 68 0.018 4.299 9.57 5.46 0.10 23.47 448.21 438.00 210.6 0.013 0.0485 24 49.82 0.00 0 0 0.03 0.04 0.02 0.03 461.03 466.15 10.10 457.50 47.12 15 1.14 0.000 0.01 4.1 0.1 24 45.86 477,60, 0.04 6 6 4 0.28 0.90 0.252 7.449 10.14 1 5.34 1.35 48 433.28 417.94 96.7 0.013 0.1586 30 163.35 27.19 0.06 4 2 0.00 0.00 0 U 0.06 0.08 0.04 0.06 457.56 463.72 41.9 440.55 44.48 15 2.34 0.001 0.06 7.1 0.2 OUT 0.00 0.45 0.000 7.449 10.27 5.32 0.00 39.79 414.23 414.00 21.7 0.013 0.0108 -4 248 42.63 9.86 0.04 Pipe run: 58-14 39.45 4.11% 58 1.9 1 4.1 0.65 0.176 3 0,09 0 1 0 0.29 0,37 0.19 0.25 440.80 445.73 15 440.80 38.45 15 1,86 0.001 0.03 4.1 0.1 0.156 0.332 7.18 6.02 0.94 2.00 470.94 464.40 140.7 0.013 0.0465 15 13.93 7.95 24 54 14 0.39 0.60 0.234 0.566 8.00 5.81 1.36 3.29 434.30 463.63 0.00 0 U 0.06 0.08 0.04 0.07 440.87 445.61 443.10 158.95 18 12.17 0.0131 2.13 11.1 0.5 6.67 0.78 0.78 462.37 462.18 38.8 0.013 0.0050 15 4.57 2.72 0.24 21.66 64 26 0.60 0.55 0.330 0.447 8.00 5.81 I I 11.4 10.9 124 1.8 0.0635 0.64 0 0 1.12 1.45 0.73 2.86 445,96 452.87 1 60 448.05 39.74 18 11.39 0.012 0.47 10.9 0.5 466.24 1 466.03 1 39.1 1 0.013 1 0,0053 1 15 4.70 3.23 0.20 60 16 0.46 0.50 28 1 0.440 1 1 5.81 1.34 2.56 465.93 1 463.47 1 28,2 9.9 16,3 162 41 10.63 1.45 0 0 I 1.91 2.48 1.24 1.71 449.76 452.57 1 0.395 450.05 32,67 15 9.91 0.024 0.77 16.3 1.0 0.013 1 0.0051 15 1 4.61 3.79 0.16 434.30 50 12 0.48 0.50 0.240 1 0.635 8.00 30 1.39 3.69 459.22 456.50 34.8 0.013 0.0782 1 15 9.3 15.4 143 3.7 Pipe run: 72- 44 1.29 0 0 2.33 3.03 1,51 2.28 452.33 457.06 5.81 454.25 77.26 15 9.27 0.021 1.59 15.4 0.9 4.57 3.55 0.20 46 44 0.08 0.60 0.048 1 0.384 1 8.20 5.76 0.28 2.21 32 1 471.48 1 33.6 1 0.013 1 0.061 15 16.42 1 0.06 7.4 14.4 106 3 70 1.13 0 0 2.05 2.67 1.33 2.92 457.17 464.50 476.00 461.10 85.29 15 7.35 0,013 1.10 1 14,4 0.8 Corr. HDPE- Type S 44 42 0.04 0,90 0.036 0.858 8.26 5.75 0.21 4.93 470.48 460.50 106.0 36 0.0943 15 19.84 13.21 0.13 VDOT STD. IS -1 RE(:XD 1 40 0.18 0,60 0.108 1.120 8.39 0,00 0 0 0.81 1.05 0.52 1.63 462,73 472.79 12.15 450.41 32.34 18 8.60 0.007 0.22 11.4 0.5 1.395 8.69 5.65 1.55 7.88 450.90 450.68 37.2 0.013 0.0060 18 8.14 5.24 0.12 38 38 10 1.15 1 0,90 0.135 1.530 8.81 5.62 7.9 5.2 41 0.4 32.3 0.15 0 0 0.66 0.85 0.43 0.64 451.05 456.64 456.50 451.88 37.20 18 7.88 0.006 0.21 5.2 0.1 7.35 7.35 467.43 460.10 85.3 0.013 0.0859 15 18.93 14.41 0.10 479.14 32 30 40 0.90 0.027 1.605 8.16 5.77 0.16 9.27 460,00 6,4 10.0 64 1 5 0.54 0 0 0.65 0.84 0.42 0.63 452.51 456.64 1.722 452,51 176.58 15 6.41 0.010 1.74 10.0 0.4 0.0979 15 20.21 16.33 0.03 28 26 0.64 0.50 0.320 2.042 9.00 5.58 42 11.39 448.05 446.85 39.7 0.013 1 0.0302 18 18.25 4.9 1 13.21 65 2 8 0.95 0 0 1.34 1.74 0.87 2.60 455.12 466.46 441.90 461.50 105.95 15 4.93 0.006 0.62 13.2 0.7 Pipe run: 24 - 8 CG-6 6 24 248 0.31 0.90 0.279 0.279 5.00 6.67 1.86 1.86 439.75 44 38.5 0.013 0.0075 15 5.59 4.06 0.16 2.7 9.1 24 1.3 0.158 1 0.45 0 0 1.13 1.47 0.73 1.35 462,85 476.38 0.0306 472.48 83.95 15 2.66 0.002 0.14 9.1 0.3 48 12 ' 0.90 0.171 0.171 5.00 6.67 1.14 1.14 457.03 456.50 47.1 0.013 70 15 6.84 4.08 0,19 1 Pipe nun: 68- 42 450.68 1 68 42 0.22 0.70 0.154 1 0.00 0 0 0.32 0.42 0.21 0.35 472.83 484.38 0.0050 472.48 33.56 I 15 2.21 0.001 0.04 9.2 0.3 74 34 1 0.52 1 0.60 1 0.312 1 0.312 8.00 5.81 1.81 1.81 463.82 463.05 40.1 0.013 46 15 8.95 5.66 0.12 34 32 0.06 2.0 3.6 6,9 0 5.78 0.07 0 0 0.39 0.51 0.26 0.30 472.78 479.14 10.46 1 474.75 42.63 15 1.95 0.001 0.04 3.6 0.0 - 3 B CG-6 6 464.50 VDOT STD. IS - 1 RE Q D 31 5 77.26 0 8.74% 460.00 453.25 72 30 0.00 0 0 0.05 0.06 0.03 0.07 474.82 479.14 5 457.50 34.75 15 3,69 0,003 0.11 11.4 0.5 28 DI-3C CG-6 50 452.57 VDOT STD. IS -1 REQ'D 27 8 I 39.74 3.02% 448.05 2.4 3.8 9.1 0 0.08 0 0 0,58 0,76 0.38 0.49 457.99 463.38 460.32 35.52 15 2.40 0.001 0.05 3.8 0.1 18 158.95 3.05% 446.75 441,90 Corr. HDPE- Type S 24 52 I -3C CG-6 10 445.61 VDOT STD. IS -1 REQ'D 23 0.00 0 0 0.06 0.07 0.04 0.09 460.41 463.38 464.47 28.24 15 2.56 0.002 0.04 10.6 0.4 DI-3C CG-6 6 445.73 VDOT STD. IS -1 REQ'D 24A 5 44.48 3.06% 60 438.00 Corr. HDPE- Type S 1 1.3 3.2 4.1 0 0.06 0 0 0.50 0.64 0.32 0.37 464.84 472.03 47 467.03 39.08 15 1.27 0,0001 0.02 I 3.2 0.0 68 62 CG-6 10 466.15 VDOT STD. IS -1 REQ'D 67 1 5 36.43 0.49% 460.18 460.00 I 0.00 0 0 0.04 0.05 0.03 0.04 467.07 471.90 461.88 28.80 15 2.60 0.002 0.05 9.7 A.4 VDOT STD. IS -1 REQ'D 73 -15 40.05 1.92% 463.82 463.05 Corr. HDPE- Type S 64 34 0.8 2.7 CG-6 8 l 0.04 0 0 0.41 0.53 0.26 0.31 462.20 467.99 463.18 38.75 15 0.78 0.000 0.01 2.7 0.0 66 0.00 0 0 0.03 0.04 0.02 0.02 463.20 468.11 464.63 67.48 15 3,29 0.003 0.17 5.3 0.1 54 1 1 1 2.0 8.0 16 1 i 0.34 0 0 0.45 0.59 0.29 0.47 465.10 471.25 465.40 140.65 15 2.00 0.0011 0.13 1 8.0 0.2 56 1.1 3.0 1 3,2 0 1 0.05 0 0 0.29 0.38 0.19 0.33 465.73 477.66 472.44 32.11 15 1.06 0.000 0.01 3.0 0.0 58 0,00 0 0 0.03 0.05 0.02 0.03 472.47 477.92 416.00 21.66 30 39.79 0.009 0.20 9.9 0.4 2 1 39.8 11.2 445 1 0.68 0 0 1.06 N/A 0.53 0.73 416.73 419.15 416.73 41.92 1 30 39.79 0.009 0.39 11.2 0.5 4 39.8 27.2 1 # ## 11.5 4.02 0 0 4.51 N/A 2,25 2.65 419.38 433.50 419.94 96.72 30 39.79 0.009 0.91 27.2 2.9 6 38.5 16.3 629 41 11.45 0 0 4.32 5.62 2.81 172 423.66 446.84 437,88 39.45 24 38.50 0.029 1.14 16.3 1.0 8 23.5 15.6 366 3.8 1.32 0 0 2.36 3.06 1.53 2.67 440.55 447.23 440.55 210,64 24 23.47 0,011 2.27 15.6 0.9 10 15,1 14.2 215 3.1 1.10 0 0 2.04 2.65 1.32 3.59 444.15 455.52 449.51 159.05 18 15.12 0.021 3.30 14.2 0.8 12 10.7 7.8 83 0 0.33 0 0 1.11 1.45 0.72 4.02 453.53 462.58 457.70 156.99 18 10.73 0.010 1.64 7.8 0.2 14 6.7 4.8 32 0. 0.12 0 0 0.36 0.47 0.23 1.87 459.57 469.59 459.93 148.03 18 6.72 0.004 0.61 4.8 0.1 16 1 2.6 I 10.6 27 I 1.1 8 0.61 0 0 0.70 0.91 0.461 1.06 460.99 473.54 460.99 121.23 15 4.21 0.004 0.51 4.2 0.1 18 1 1 2.6 9.7 25 1 5 0.5T�E 0.58 0.76 0.38 0.89 461.88 469.81 461.88 148.37 15 1.54 0.001 0.08 3.4 0.0 20 1 1 1.1 3,1 3.5 01 0.05 0 0 0.10 0.12 0.06 0.15 462.03 463.91 462,09 38.02 15 1.14 0.000 0.01 3.1 O.0 22 __�___+ 0.00 0 67-'0.04 1 0.05 0.02 0.04 462.13 1 463.79 .*� - - �' 1. ''..�W'l ... AWLE Swing Seats I.W. StI!ii prclef .Meat' `r" i,'tt' '91a ... �! 1t •. .r t� -' ta 4 J . sM � 'i:!•ir � if nf� 'r i f h' ! �'. � "'•'� f.! JYi r! ; E ,; tr' r 1i? !< � t ` " r . �! > I ,: i a (F i >Ai tl - #'' .id :.# 6P. , A. • 4° .... i' ' 9 t .•. ?i;# ! t i I::.• Pis ; i:- Ei •M 6 .. d`e . ' r'E'. ;t iA 1. J'. d, 1.. •dl t ;t s'd ''I' :+ ;ti ia'p - i - .i .# f- !; ,:�i" •�: din:; `c , - . r n+ . F'-' !r: �J . •• i i Y :+; .i: d�>eA �a 'I ,: .,. 'iA - -.M1 '+ ,3 11it 'I ", .. r !, . ,' Arch Frames Bay i e ¢.. 6100FIll I PRODUCT GRf)LMD SPACE CONCR£TI 71&; ( 52 'r 2 eat (fir Q .its); a 1r 2�t' tt Pq yd i11KCV01PTMiU AN models cost of arch asmilribliesi a headff. and tees wM assamW t€1 farm a aim, kam The kames are avadidile in T, 2', 3, or 4 Italy innodels proyding for 1, 2, 4, 6, or 8 svk g cmfirra ionsf swiinigs must be rimed Wpa rat . Theraperr C SViR9 Seat (Model # 2720) ro aist be ordered. separalelly. KATER#ALS A,nctlt Assemblies- Arch ass€ahks ixlmrast of ttte arch which as Ow �s�,�i, serues ks for the swr frarrle, and the arch stub 46 supports Wier t'naater. Arches are la onstiluctaill of 3 -182" tr;>tle arid m&wffe 118" from le end to lire sie at dw ° hi of the wWemde of Iles ar � 1� clr apex Stubs rire•asrue approximately- 5.314$ vWh tiro (2) 518" holes drbd Cow Inn topside a11d one on: bottom side of stub) 1 -11T kom flush erxf PIPE DESIGN n = 0.013 - X Pipe Hydrology starless d s i simi. f 4 o tc s: x d seat is 2r i► tr # Pipe -i: Ii # i s o;. X 5' We 4!- oft a. t i m - !d kwim rushim 7 (A 2 VJ :dg .- bri" meWd b Uv sted cm H :t durarildff EPD%t At @ - end N _ N C 0 N "- U -2: 0, o v w c (O a E ,6 O ° E E w 2 N C £ Q Q 6 N Q U U U l- - # i?4 0 1:a' c., d 3- M& Is aftaMikl i 4m, 51airdem k U w aJ ... y a, U `-' C c 0 1 c a E o 1: .0 O` 63 O N LL > > r E y 0 - C r_ J C (n Q LL t1wo ft M t- and seat subassembly- i ffomtar gallmriiiked "1.:••:: Pipe run: 22 - OUT r . # fjiar& is : oo mJ:mer by, { :- s ' :.i at ?2: k end of the seat. '•.3n EaM cNin a"'►*" r b p ' F I link Xi I r 1 Re chain dipped 20 i. ' ct € s 670. pound i i ,bad firrifft. The ch2m is manobaftinad to 0.90 ASTM A467-MA Clam CS sPecIcaliars. 0.171 5.00 6.67 cLcW3 irm "o ° ci :. i 1.14 461.28 461.09 cdor. AM explosed meW surbcesi biot J 0alled :' iii° ..ne are 0.013 :f , eb ThechainfortheThmMutic h2sa a >. ;i1t =:111 fl 3 Y :P r !, . ,' Arch Frames Bay i e ¢.. 6100FIll I PRODUCT GRf)LMD SPACE CONCR£TI 71&; ( 52 'r 2 eat (fir Q .its); a 1r 2�t' tt Pq yd i11KCV01PTMiU AN models cost of arch asmilribliesi a headff. and tees wM assamW t€1 farm a aim, kam The kames are avadidile in T, 2', 3, or 4 Italy innodels proyding for 1, 2, 4, 6, or 8 svk g cmfirra ionsf swiinigs must be rimed Wpa rat . Theraperr C SViR9 Seat (Model # 2720) ro aist be ordered. separalelly. KATER#ALS A,nctlt Assemblies- Arch ass€ahks ixlmrast of ttte arch which as Ow �s�,�i, serues ks for the swr frarrle, and the arch stub 46 supports Wier t'naater. Arches are la onstiluctaill of 3 -182" tr;>tle arid m&wffe 118" from le end to lire sie at dw ° hi of the wWemde of Iles ar � 1� clr apex Stubs rire•asrue approximately- 5.314$ vWh tiro (2) 518" holes drbd Cow Inn topside a11d one on: bottom side of stub) 1 -11T kom flush erxf PIPE DESIGN n = 0.013 - X Pipe Hydrology PIPE Pipe H 7 (A 2 VJ N 2 CM C W N _ N C 0 N "- U -2: 0, o v w c (O a E ,6 O ° E E w 2 N C £ Q Q 6 N Q U U U l- - Z `v 3° G 3 m O 0 w - d 0 U w aJ ... y a, U `-' C c 0 1 c a E o 1: .0 O` 63 O N LL > > r E y 0 - C r_ J C (n Q LL E aJ o N H c6 > o E > LL W Pipe run: 22 - OUT SLOPE % INVERT IN 22 20 0.19 0.90 0.171 0.171 5.00 6.67 1.14 1.14 461.28 461.09 38.0 0.013 0.0050 15 4.57 3.09 0.21 10 20 18 0.07 0.90 0.063 0.234 5.21 6.60 0.42 1.54 460.99 460.25 148.4 0.013 0.0050 15 4.57 3.36 0.74 18 16 0.09 0.50 0.045 0.726 8.05 5.80 0.26 4.21 460.15 459.57 121.2 0.013 0.0050 15 4.57 1 4.22 0.48 16 14 0.03 0.50 0.015 1.181 8.53 5.69 0.09 6.72 459.47 458.73 148.0 0,013 0.0050 18 7.43 4.76 0.52 14 12 0.30 0,60 0.180 1.927 9.05 5.57 1.00 10.73 1 458.63 456.50 157.0 0.013 0.0135 18 12.20 7.78 0.34 12 10 0.03 0.60 0.018 2.751 9.38 5.50 0.10 15.12 1 456.40 448.31 159.1 0.013 I 0.0508 18 23.68 14.20 0.19 10 8 0.02 0.90 0.018 4.299 9.57 5.46 0.10 23.47 448.21 438.00 210.6 0.013 0.0485 24 49.82 15.58 0.23 458.63 8 6 0.69 0.40 0.276 7.197 10.10 5.35 1.48 38.50 437.90 436.28 39.5 0.013 0.0411 24 45.86 1 16.35 0.04 6 6 4 0.28 0.90 0.252 7.449 10.14 1 5.34 1.35 39.79 433.28 417.94 96.7 0.013 0.1586 30 163.35 27.19 0.06 4 2 0.00 0.45 0.000 7.449 10.20 1 5.33 0.00 39.79 414.94 414.33 41.9 0.013 0,0146 30 49.56 11.19 0.06 2 OUT 0.00 0.45 0.000 7.449 10.27 5.32 0.00 39.79 414.23 414.00 21.7 0.013 0.0108 -4 30 42.63 9.86 0.04 Pipe run: 58-14 39.45 4.11% 58 56 0.27 0.65 0.176 0.176 7.00 6,07 1.06 1.06 471.60 471.44 32.1 0.013 0.0050 15 4.57 2.99 0.18 CG-6 56 54 0.24 0.65 0.156 0.332 7.18 6.02 0.94 2.00 470.94 464.40 140.7 0.013 0.0465 15 13.93 7.95 0.29 54 14 0.39 0.60 0.234 0.566 8.00 5.81 1.36 3.29 434.30 463.63 67.5 0.013 0.0100 15 6.46 5.26 011 Pipe run: 66 - 18 66 64 0.13 0.90 0.117 0.117 5.00 6.67 0.78 0.78 462.37 462.18 38.8 0.013 0.0050 15 4.57 2.72 0.24 21.66 64 18 0.60 0.55 0.330 0.447 8.00 5.81 1.92 2.60 462.08 460.25 28.8 0.013 0.0635 15 16.28 9.71 0.05 1 -313 Pipe run: 62 - 16 10 477.92 62 1 60 0.42 0.50 0.210 1 0.210 1 7.00 1 6.07 1.27 1.27 466.24 1 466.03 1 39.1 1 0.013 1 0,0053 1 15 4.70 3.23 0.20 60 16 0.46 0.50 0.230 1 0.440 8.00 1 5.81 1.34 2.56 465.93 1 463.47 1 28,2 1 0.013 1 0.0870 1 15 19.05 10.63 1 0.04 Pipe run: 52 - 12 52 1 50 1 0.79 1 0.50 1 0.395 1 0.395 1 7.00 6.07 2.40 2.40 459.50 1 459.32 1 35.5 0.013 1 0.0051 15 1 4.61 3.79 0.16 434.30 50 12 0.48 0.50 0.240 1 0.635 8.00 1 5,81 1.39 3.69 459.22 456.50 34.8 0.013 0.0782 1 15 18.06 11.42 0.05 4 Pipe run: 72- 44 VDOT STD. IS -1 REQ'D 65 72 46 0.56 0.60 0.336 1 0.336 8.00 5.81 1.95 1.95 1 473.96 1 473.75 42.6 0.013 0.0050 15 4.57 3.55 0.20 46 44 0.08 0.60 0.048 1 0.384 1 8.20 5.76 0.28 2.21 473.65 1 471.48 1 33.6 1 0.013 1 0.061 15 16.42 9.16 0.06 Pipe run: 70 -10 62 1 70 44 0.73 0.60 0.438 0.438 7.00 6.07 2.66 2.66 476.00 471.48 84.0 0,013 0.0538 15 14.98 9.12 0.15 Corr. HDPE- Type S 44 42 0.04 0,90 0.036 0.858 8.26 5.75 0.21 4.93 470.48 460.50 106.0 0.013 0.0943 15 19.84 13.21 0.13 VDOT STD. IS -1 RE(:XD 42 40 0.18 0,60 0.108 1.120 8.39 5.72 0.62 6.41 457.25 451.00 176.6 0.013 0.0354 15 12.15 9.99 0.29 40 38 0.55 0.50 0.275 1.395 8.69 5.65 1.55 7.88 450.90 450.68 37.2 0.013 0.0060 18 8.14 5.24 0.12 38 10 1.15 1 0,90 0.135 1.530 8.81 5.62 0.76 8.60 450.58 449.21 1 32.3 0.013 0.0423 18 21.60 11.42 0.05 34.75 Pipe run: 36 - 8 459.22 456.50 36 32 2.02 0.60 1.212 1.212 7.00 6.07 7.35 7.35 467.43 460.10 85.3 0.013 0.0859 15 18.93 14.41 0.10 479.14 32 30 0.03 0.90 0.027 1.605 8.16 5.77 0.16 9.27 460,00 453.25 77.3 0.013 0.0874 15 19.10 15.43 0.08 30 28 0.18 0.65 0.117 1.722 8.25 5.75 0.67 9.91 452.25 449.05 32.7 0.013 0.0979 15 20.21 16.33 0.03 28 26 0.64 0.50 0.320 2.042 9.00 5.58 1.79 11.39 448.05 446.85 39.7 0.013 1 0.0302 18 18.25 10.88 1 0.06 5 26 8 0.16 0.90 0.144 1 2.186 1 9.06 1 5.57 0.80 12.17 446.75 441.90 159.0 0.013 0.0305 18 18.35 11.07 0.24 Pipe run: 24 - 8 CG-6 6 24 248 0.31 0.90 0.279 0.279 5.00 6.67 1.86 1.86 439.75 439.46 38.5 0.013 0.0075 15 5.59 4.06 0.16 248 8 0.35 0.45 0.158 1 0.437 1 10.00 I 5.37 0.85 1 234 1 439.36 1 438.00 1 44.5 0.013 1 0.0306 15 1 11.30 7.15 1 0.10 Pipe run: 48 -12 48 12 0.19 0.90 0.171 0.171 5.00 6.67 1.14 1.14 457.03 456.50 47.1 0.013 0.0112 15 6.84 4.08 0,19 0.60% Pipe nun: 68- 42 450.68 Corr. HDPE- Type S 68 42 0.22 0.70 0.154 1 0.154 1 7.00 1 6.07 1 0.93 1 0.93 1 460.18 1 460.00 36.4 0.013 1 0.0050 15 4.57 2.89 0.21 VDOT STD. IS -1 REQ'D Pipe run: 74- 32 8 74 34 1 0.52 1 0.60 1 0.312 1 0.312 8.00 5.81 1.81 1.81 463.82 463.05 40.1 0.013 0.0192 15 8.95 5.66 0.12 34 32 0.06 0.91 0.054 0.366 8.12 5.78 0.31 2.12 462.95 460.10 28.9 0.013 1 0.0985 1 15 1 20.27 11 10.46 1 0.05 32 NOTE: PLAYGROUND EQUIPMENT DETAILS PROVIDED FOR BONDING & PRICING PURPOSES ONLY. FINAL PRODUCTS TO BE DETERMINED DURING THE BID AND CONSTRUCTION PROCESS AND OTHER SIMILAR PRODUCTS MAY BE SUBSTITUTED. FOR MIRACLE PRODUCT SPECIFICATIONS & PRICES, CONTACT GEORGE NOVEY AT (434) 823-2745 OR AT geo,rge@siteconceptsva.com r , , Wil 1: . MIT N Mj=', _ • ri ]ii f e • a 1 i e Header Assembly- The header sill ail'ibe cmmtrucled of 3" f#e (3 -182° O.R), a 5 ga. 1010 hot roiled Eiv -r� galvardzed Pape rrranufardu fired from steel, cdA twined and high fregwncy irrdru welded continuous. It corifo rms; to ASTM A -135 acrd ASTM A -51143 and is tested in actcordanw trliilt ASTM EA If has triple cwt corrosion prof ecfian of a hot-dglped tifofm zinc galvanized coating fdowled by aI chromate wiverfm coals %fh a Ifird coat of a car idgh Wfor Lance orgark pD1prw tag. The it►illarbir has an 816 minimum ainc rich pbu aid, hlb: of pra a exc *nt. rust protedt€ ri and fatxicatiatt char tiffs. All coahrrgs sha8 be afrf hide and 1x8 aW wdft. The coirmlon protection. prink d by the coadV exceeds the test resin of gallrani eci schaWe 40 *e in isdl spry tez eo114frrcted in accmIla o with ASTM 8 -117. The heakirs for Model h 718.82-2, 71ff-Str2 -4Y 71&852-ff, 716-852-% 718- 852-Zt rrleasure 10'-41 ling The headers tar model #s 713- 8&2 -lH and 718 - 852 -'lmx measure 7` -2"' . The hmdars far duet # 71:13.85:- 2Hf i ,anc# 71 B-852-2HRX shall measure 11' -11' lonig.The headers shy have 1 -114" O.D. std bushirlig housings ywilde€f to, them with 911T a i14impiregnaited kishings ]--stalled after painting The de%iises shall be east of duc& kon grade liT'3AD -38 and stall be zinc plated; Faskmis- M fastener hardware is (as _clef s A Flashes: The arch assemblies, header assent s; and hangers are Wstled in Mra -Cole. The devises Product - ­2 . �. . I . . - . . . ... .. � . ... ...� � .. 11 11 �.� 1. Specffications .. .12 - - RACLE a i . E 'r • A 4 fi it r R47 cu. yds. t. surfacing) DESCRWTION SOn i& 2n , DA merry1mmnd e• azWwrA Unt 21m e diem to r' are IMP. 4 .. Br -# Spin body shAbe ii'.. r er of bw t'8' polyethylene. Body shall have an uk diameter and s : t i i i Y .i�'t Y ftaities Yi sbacke. and 5 inderdalians; i children IY stand :a i' . t outer edges. i! # ?# i _: A x ►'` t Body shall. 1:' k.' #ei upper `1 •b t1•: t. fts mounled into larniimdW shed, HDPE 3147 #kk. wAhbottiorn cover construckd Of 11 ga. SPAM M ' is Post wamby sN11 ki: i:. a a Iii Irtgon pllallB, .M S bottom Rift plate. ,post weldrnerit, r half i,i#D o Art' ' n Mil li: A ii hi� plate, #ado Won Bn plate �A hall - bottom cover ionshded of •..t sh9at, HI)PE, [ W Post w6lidment Shall tdi i ri . f i i post ii li; i . � # Ai I l: ! '!W t! li . conshuGWIci Me. t.. post shA wil be ti , :, lei i nourldl, $0 CRR 0 and bottom a a a ' and ti ffiction # .4r' shg be consIlructed of . d :#' tl Spring shall ,t' OD i. #_ Connector t shal ii t> 00, 44 gaL wah I xd ` jA.- plug and 3t&16 21urniinummwrt Enti'm poist ,sse t Will s i` in heighL Tube-wheell Weldnaent Tube ,Strad be clsntstiuded of 5- tube, I I .n ard, 1Q' black A-1-11M A-35. Wheel-Spin: Spin shaM be cmhcW of lulu density, 1W vA pollyethylbriea d shM measure 35-IZ in diame4eir by 4` htit_ Haindgr": HandgU, shall be cons d of an 11 ga. sfsml, A-60 ftiale with adri weld contitrucled of Catoe Gzfn, E-dire amnbEy sN1 meamire 7° in f t 2nd 3-3J8" in w h. Fasteners: AJI bsibining hoftm :mil Ie :Fad Style A Finishes: Ten Sin shag be fallstted in Bxkk and P€ t in . <0_3 T ��� i4 / SCOT R. COLLINSZ ) No. 35791 J7_. , %Z-1, q ONAL E�G; Z O I CL U U) W 0 Z O U) W ine Z LU O< n H Ce DRAINAGE DESCRIPTIONS - X STR. P PIPE INFORMATION H INLET INFORMATION V) NO. Z IA. n. LENGTH ft. SLOPE % INVERT IN INVERT OUT MATERIAL INLET PE Curb Type SLOT LENGTH RIM ELEVATION COMMENTS 22 � 57 8 d' I -3B CG 6 10 463.79 VDOT STD. IS -1 REQ'D 21 o Z O (n 5 38.02 0.50% 1 461.28 461.09 1 Corr. HDPE- Type S � a 20 Q Z I -313 ,CG-6 6 463.91 VDOT STD. IS -1 REQ'D 19 5 148.37 0.50% 460.99 460.25 Corr. HDPE- Type S 0 18 W V) I -31BB CG-6 6 469.81 VDOT STD. IS -1 REQ'D 17 15 121.23 0.50% 460.15 459.57 Corr. HDPE- Type S 16 1 -31BB CG-6 4 473.54 VDOT STD. IS -1 REQ'D 15 8 148.03 0.50% 459.47 458.73 Corr. HDPE- Type S 14 1 -313131 CG-6 10 469.59 VDOT STD. IS -1 REQ'D 13 8 156.99 1.35% 458.63 456,50 Corr. HDPE- Type S 12 I -313 CG-6 6 462.58 VDOT STD. IS -1 REQ'D 11 8 159.05 5.08% 456.40 448.31 Corr. HDPE- Type S 10 I DI-313 CG-6 6 455.52 VDOT STD. IS -1 REQ'D 9 4 210.64 4.85 0 448.21 438.00 Corr. HDPE- Type S 8 I -31313 CG-6 10 447.23 VDOT STD. IS -1 REQ'D 7 24 39.45 4.11% 437.90 436.28 Corr. HDPE - Type S 6 1 -31313 CG-6 10 446.84 VDOT STD. IS -1 REQ'D 5 30 96.72 15.86% 433.28 417.94 Corr. HDPE- Type S 4 H-1 N/A N/A 433.50 VDOT STD. IS -1 REQ'D 3 30 41.92 1.46% 414.94 414.33 Corr. HDPE- Type S 2 H -1 N/A N/A 419.15 VDOT STD. IS -1 REQ'D 1 0 21.66 1.08% 414.23 414.00 Corr. HDPE- Type S 58 1 -313 CG-6 10 477.92 VDOT STD. IS -1 REQ'D 57 15 32.11 0.50% 471.60 471.44 Corr. HDPE- Type S I . 56 I DI-313 CG-6 10 477.66 VDOT STD. IS -1 REQ'D 55 5 140.65 4.65% 470.94 464.40 Corr. HDPE- Type S 54 DI-3C; CG-6 8 471.25 VDOT STD. IS -1 REQ'D 53 15 67.48 1.00% 434.30 463.63 Corr. HDPE- Type S 66 PI-3C CG-6 4 468.11 VDOT STD. IS -1 REQ'D 65 5 38.75 0.50% 462.37 462.18 Corr. HDPE- Type S 64 1 DI-3C CG-6 10 467.99 VDOT STD. IS -1 REQ'D 63 15 28.80 6.35% 462.08 460.25 Corr. HDPE- Type S 62 1 DI-313 N/A 8 471.90 VDOT STD. IS -1 REQ'D 61 15 39.08 0.53% 466.24 466.03 Corr. HDPE- Type S 60 1 -3C N/A 10 472.03 VDOT STD. IS -1 RE(:XD 59 5 28.24 8.70% 465.93 463.47 Corr. HDPE- Type S 52 DI-3C N/A 12 463.38 VDOT STD. IS -1 REQ'D 51 15 35.52 0.51 % 459.50 459.32 Corr. HDPE- Type S 50 1 -313 N/A 8 463.38 VDOT STD. IS -1 REQ'D 49 15 34.75 7.82% 459.22 456.50 Corr. HDPE- Type S 72 1 DI-3C CG-6 12 479.14 VDOT STD. IS -1 REQ'D 71 5 42.63 0.50% 473.96 473.75 Corr. HDPE- Type S 46 I -313 CG-6 8 479.14 VDOT STD. IS -1 REQ'D 45 15 33.56 I 6.47% 473.65 471.48 I Corr. HDPE- Type S 70 1 -31313 N/A 10 484.38 VDOT STD. IS -1 REQ'D 69 5 83.95 5.38% 476.00 471.48 Corr. HDPE- Type S 44 I -3B CG-6 6 476.38 VDOT STD. IS -1 REQ'D 43 5 105.95 9.43% 470.48 460.50 Corr. HDPE- Type S 42 1 1 ql -31313 CG-6 10 466.46 VDOT STD. IS -1 REQ'D 41 5 176.58 3.54% 457.25 451.00 Corr. HDPE- Type S 44 DI-3C CG-6 8 456.64 VDOT STD. ISA REQ'D 39 18 37.20 0.60% 450.90 450.68 Corr. HDPE- Type S 38 Dl-3C CG-6 4 456.64 VDOT STD. IS -1 REQ'D 37 8 32.34 0 4.23 /0 450.58 449 21 , Co D - rr. H PE Type S 36 I -313 CG-6 10 472.79 VDOT STD. IS -1 REQ'D 35 5 85.29 8.59% 467.43 460.10 Corr. HDPE- Type S 32 - 3 B CG-6 6 464.50 VDOT STD. IS - 1 RE Q D 31 5 77.26 0 8.74% 460.00 453.25 Corr. HDPE- Type Yp S 30 I -313 .CG-6 10 457.06 VDOT STD. IS -1 REQ'D 29 5 32.67 9.79% 452.25 449.05 Carr. HDPE- Type S 28 DI-3C CG-6 10 452.57 VDOT STD. IS -1 REQ'D 27 8 I 39.74 3.02% 448.05 446.85 Corr. HDPE- Type S 26 I -3C CG-6 4 452.87 VDOT STD. IS -1 REQ'D 25 18 158.95 3.05% 446.75 441,90 Corr. HDPE- Type S 24 I -3C CG-6 10 445.61 VDOT STD. IS -1 REQ'D 23 15 38.45 0.75% 439.75 439.46 Corr. HDPE- Type S 24B DI-3C CG-6 6 445.73 VDOT STD. IS -1 REQ'D 24A 5 44.48 3.06% 439.36 438.00 Corr. HDPE- Type S 48 I -313 CG-6 10 463.72 VDOT STD. IS -1 REQ'D 47 5 47.12 1.12% 457.03 456.50 I Corr. HDPE- Type S 68 I -313 CG-6 10 466.15 VDOT STD. IS -1 REQ'D 67 5 36.43 0.49% 460.18 460.00 Corr. HDPE- Type S 74 1 -3C CG-6 12 467.71 VDOT STD. IS -1 REQ'D 73 -15 40.05 1.92% 463.82 463.05 Corr. HDPE- Type S 34 I -31313 CG-6 8 467.61 VDOT STD. IS -1 REQ'D 33 5 1 28.93 1 9.85% 1 462.95 1 460.10 1 Corr. HDPE- Type S <0_3 T ��� i4 / SCOT R. COLLINSZ ) No. 35791 J7_. , %Z-1, q ONAL E�G; Z O I CL U U) W 0 Z O U) W ine Z LU O< n H Ce �7 iiiiiiiiiiiiiiligIlii CF) Ar M M N M It I N Q N N W J \J W E° Zct 0 U I Ul I- U) ZW Ww' llllilllllllllllllllllllllliillilllli li (n j i_ C. 0 0 "'" , 4,1 'k r il 4 a • 0 N O E--1 E_ W' 0- W T c" o N N = H CL 9 C 0 =I W reC W CZ C a ` ® o W J 0 3 1-1 J W O cio V- 0 W` 0 C T E v 0 r" - X P X 0 ­1 H M M V) O N Z T-4 ' 112059 i- W SCALE Z 0 N/A In 0 o � 57 8 d' ' Z CL (n J , m U a � a �-. � W W < U v to J ~ U o Z O (n M Iti H U uii =) W W � > Z � a Z 0 Q Z V) a 0 W V) > ce �7 iiiiiiiiiiiiiiligIlii CF) Ar M M N M It I N Q N N W J \J W E° Zct 0 U I Ul I- U) ZW Ww' llllilllllllllllllllllllllliillilllli li (n j i_ C. 0 0 "'" , 4,1 'k r il 4 a • 0 N O E--1 E_ W' 0- W T c" o N N = H CL 9 C 0 =I W reC W CZ C a ` ® o W J 0 3 1-1 J W O cio V- 0 W` 0 C T E v 0 r" - X P X 0 ­1 . M M V) O N JOB NO, T-4 ' 112059 i- SCALE Z 0 N/A In 0 o � N d' ' �-1 -1 �7 iiiiiiiiiiiiiiligIlii CF) Ar M M N M It I N Q N N W J \J W E° Zct 0 U I Ul I- U) ZW Ww' llllilllllllllllllllllllllliillilllli li (n j i_ C. 0 0 "'" , 4,1 'k r il 4 a • 0 N O E--1 E_ W' 0- W T c" o N N = H CL 9 C 0 =I W reC W CZ C a ` ® o W J 0 3 1-1 J W O cio V- 0 W` 0 C T E v 0 SHEET NO. I n 10 IOU C J i J .) O 11 a V D 0 0 V, s W J - X P X 0 rn O W W L a- V) O N JOB NO, E 112059 Q) SCALE Z 0 N/A In 0 SHEET NO. I n 10 IOU C J i J .) O 11 a V D 0 0 V, s A ce-12 ca-,a T OU•n Ira -. � --�_- GENERAL NOTES, Z-20 Pa M111.1r "•'1 A � WA buF10 erk _ can 1. E R3TEOTAALE WM S, a1AL 9E PArtTeaD BY SItaA,bAiaa bdE9. �j �° •s aaY�G:, r LM2 f 11- c-C *S a�ONbC•. 3° laOi x A a tx TMis `~ " "^^° °-- 1,, ']E D.T11L` ILE Wa Ta S 0.AH Ma taMCAt1 RUMATE•; F w6rran ti VA1.4 Ww . -■e--1 = �'- Y• r,c �-" ' app pp;,aaR aY a FaDT N �L,p�p7T{{..: N iK ml¢ aW A rf�A'Iae9tE OOAR', �' 7 ,�T RTaAYCt, OTHTR TYPL9 {a+ VAfG(0AL YRri 146 Tia Da1tE! GiSiC/4S t7A _ - I il L Tral 1T01 MY et rtKCNT IN CiaT M PT+ICL �" '�.'. ' �.- •�""'� �^ A. rAU■,a NAT 1� rr+ r lc APPI■1VAt i�MA7ai>:T. N I TYPE A atl na MM I B WITM DUFFER STEP = � a T Ae � alr r AI Mis, 4• - -� ' -°-------_:___..____�- � .. °ys. � -.� - __ _ � _ ° --- 1i-�` PEPIPENDlCULAR A �`"�"� �-- _.__.._..._ ----_ ,?W%5 Y`L%"i Ru"`�aL�"�ar°�le�T'ri�N r"t�QA AWS, $ B 1 HI 5 rit - i + ,l .�l �t rw� w�+ .•11� L _ (i�91flf� SCOT R. COLLINS`Z A �tll-I 76ICA+ET OaTET 'CRtmmT! ; ,� 1, L� NO. 35791 ,� YPICAL PLACE�MENT ! M __..__ S E S OMa Ta N NO,a a a• Arab T TER Ta tIDi1EA ,E.DxD aH - : rAaLn c rAiia ,� f .ii 1aF'9C1� TAH F ZT IN Tx ', "'A• �� -- I 1 , I PL {may -JNL �"-^•" a TYPICAL DESIGN A a" "" �.• IIO H s aF , 4.. uP F19�L1An•CiATH aF aAw w■aa °�� a -�p '��� A +oral TANGENT RLAN , . m+r,R WC A T ie MR 171 F01 CE10 -a w ° E .ram "n" . f iP liaR�aqAg y�NT ra d 8 NAI P9 TYPE 8 ' „ „a f eU� A�l*W (PARALLEL r•D• LeL a••a' wN. w ROADwAr aaeR rm D MEA• WITH OLi 3TRt r !P6;P••j'e;,. .. ----a ; (f I ; 1 I Yd� �(_ 51111 7. T Y.".1." F �Fb NAae Or ouab Id WN, +4+NAX " " I I T - A BAdi OF m DF + Ra y(ITH BUFFER BTRP slat nr nu tl , I e ad11 li' PAVe"�"Nwrr.HM �f a �' } eLtiAIS ( ! R t+� "X�' r ' t k:° V z° • --- p yarn, to ,1 ti I p A r y - - - -' I ( I� `I ONAI, i a ai n r a a' IaIT wnwx, aal y . + • • ArT,Tt,aA,r m rap a.• ours 0. ;4, A." B RE -RNA I i � Sax+w*m a ei� '! nr$ Ae ne �e rM;OUa y >x Z I.� +f SECTION A A a r ux. �l �. _ , 2 1 1 I Ii { lT�kerE■aQrltaTe. eN�R�Tr '�c °ur°1iPTi�airwPsiO�nva • 4 SECTION A-A �'" .p�•,�, -- i I a i' ' ej PIIEJiIaAxs ;U,i-awir- n. Y •° r�R TiRb•Rn SAr M ° - j i WITHOUT >iUFFER STRP SECTKTiV A -A - ff -- - __�_�_ ar?p rai "Try %�iii,I Ot rx' 3FN�' Ar ,5Nlt A° ial w 6M10 TYtaE A� vwl ,P l,/" 1- _ q` t Ta71i OROMM ;off'„ A�', _ -� �. �_ _- APPROVED SODA rr�, TYPE C WITH HUFFED STRIP t Ar TVEI I 4 FUTURE it �I FIELD r gr .al Ts i EN6"3%19 aAOfaiN.E I I I -- - ......__. -.. ?; Ti rPAr rm�Idri"pi"0 PARALLEL # PERPENDICULAR AT.XXISAW AS m+ W raze RAM I ( is a. ��-E - K 1 r � y SECTION 8-8 y � e°i!� �1�- a+�1t'i�eHr M�9ao� I 1 I I I p"� T varma Y SECT 014 H -H � '► 4' 1 ti1T omtRk narks ax r,¢ btrttrrnbLC •4001" IW#&,M ar,xr,w a M. aFex aka +� •c usm N x crux 'eHH A Paun, Q�,@E.(� � � ,� TYPE C � I I 1 I � � DEVELOPMENT � n x N F b lb A Ira �Tf F i a rHm T• rR Na CMW*AA APPLICATION � A" -. - - - -' _� I � it rra ,exlaRr r[OTH 3HR1 ea 1Ht rl°m"n or�irs sl u® u: my .1 L, +. ° " ,- ' p a' "{ I Ii PARALLEL i PERPEFiiICULAR w i "'I'ra �A Ntx�rwe��i "nt r�a�iBW -wi`A it } AOM Q rµia ° �t ire octccr+me Yut<em sTxx, -� _ - TYPICAL PLACEMENT � xaNaww�n��a vic xN Tut rl y � I ^a'r, #: � tea,...._ _.�.� __..__.._...:._._.........___) --:.�.._._._.._a et, a•a,s .a aNCATta non. Paxiiam aaFCer,wxaAiRPx�"ta m urns AT @yTERBEGTAGN °' , •' a a a a 0a�LANiMa A• Na a1DPC WITHIN CRO WALK wr .•awc , ;►,l 0.A . TK ■ Wns ° .�-. n a a a o 0 o O a n a ° 1 vaa,�ib R TY PLEL a" • a fir vilaAN • �' °4 "'a►' 116 I �_....__ E- aOVoO aaaaoaa y 1r�4I apt fir W�• • O a O a a a a a a a a a a a a f ST•A MAW . all:A. YLICA 1 R ° l HD!E9- ft3 an TM KT=TA=,TMWE NAFOAZ.eAfa: !0 TOF 0' WFI •,' �•' 211 I i �Y -/ �� i. i trraTna Ran II 2 � Rr1�1a A�rAbC T"a FE F01W xw4 DIAGONAL MLAMENT >a1 /'Iarr°iE' ( I _ + a0000aaaooaoaaa i i I a 0 0 0 0 0 0 a a 0 a a a a a AT e = '" it ILFFi7 HRV WY VA" 70 Kit 19111M Fall CMMV30 eu 00*01; Yd . '411 *LCCrOA w SW 1 PC M I I nalF!a6aWA 10% THt I I �..A - - -�1� - -- gi 1 n n a o a a o a a o a a a a a t pRDr�p 1'N b1AEN8Axa M° 11 I ( 96 ADT gyp{ o ' EIiCTA■.E • [' > i a �� if6 RS 0 It F A t6L ■t1IP RI 7F6i ebAemOr a'Axr+ttL x rtfi CabaAMl 1$aNY'1 Wit: l$a Tf1PH - ^- "' -" Ar TACH cl+l v�•MLE x v TYPIC PL A#ENT a " t°t""Ea 1a i Y \, I BEE NoTE°ii,� 1'^ TYPAL P� MENT ' a�,toI uar� ca'"RC�AttuP"iinsr s,6 9uaR, ,vuaN•n eirral aroa. LAxnrm AT °arrna a• rid aanvNn axe fi AT I TERSECTIGN CRA9$WALK OSSWALK *" IT Ir"atl"Muft rte aHMrl PERPOffiMLM Rio: Tc rtic �.- -, 1 DETECTABLE WAAN6VG TRUNCATED DCiIE CE7'ECTA9LE WARNING AT tNTEIRgg CTKiN W(T CROSSWALK (MAOONAL PLACEMENT W. lilt er aN •C PW=mv a A 1,00211 ,Ea arson all Dawsla ALfOrlefAi 9 A .TTOQtATA1� _ _ INSTALLED ON A IIADIUS DETAIL DETAIL 10171 CRO3$WALK W M BUFFER WALK DIAGONAL PLACEMENT WITH BUFFER STRIP WITH BUFFER $TRP �� T TO % sC•ALN ON A la0a ISAME, or 0" N lo� � d �E Z vccrr CG -12 DETECTABLE WARNING SURFACE 'r" T °INrEAax CG -12 DETECTABLE WARNING SURFACE RDA° aPAAaAaib CG -12 DETECTABLE WARNING SURFACE "t'+��" CG -12 DETECTABLE WARNING SURFACE RDAs MD MDDL aIAN0M73 �~ I i fr, FUTURE Z 11 ROItl Mel p11aiR 9raWDARta Moll} Mb aRblt eTANlAxna 'M1e9W OAR are'r ! W a 11 d raasr am a a:aman bAr: (GENERAL NOTES) pe TYPE A (PERPENDICULAR? APPL112ATION W_V,V= aATt 11MET X OF a Nr t^ a or D 1HVOjCA DAIt TYPE )3 (PARALLEL( APPLICATION = M TYPE C (PARALLEL R PERPENOSTAI'mRi APPLICATKTI( I T11i VATN,A DEPARTMENT OF TW PORTA;ldl 54X tn3Dr lO , S'" U lWAD YAntR'A DFPARTIEM CF rRIAi'PCRFATtON 1111 • • aaaaa TpS YRaN4T 0•PMitOExr w Tlk�aRTAtOx ........... .. _ ...... YA01■+L a1wxT,att OF raYAPOKfAftsl..... .. .. .... . ........... .. Tr i, lei eaT9e1N1 DATt eNIS! 1 m' T ~ [ri l!1, \ 57ANDA�q 8 CURq laud rATa rtaoe aTAItoMAlme � � ..� EVELOPME �_..� " " " "° M>a V1111NA 11PATI Nt er TRM10I MTAM �IA1 f GRIFFEN GROVE'X` Mrs L A I w Farce o Invert Line O� 1} 1' Z �a O IMRm a�Iilate taF OIR� ?NVAGU lr t��T+ tlf�iEsg1 Sin ft 1 R 3 in 2U' 1 Birk ° . ... , .. •... ��Zo Ls T� a tDa cr t nw rm rMt ®E nl[arr aR oArT M R ACC 96a � MW .,.P h� ew uu IF y- ._!!!NPP t Iwo° ry a lain n RAM \ '4 26� G? F R W DRIVE' w eTa�e ,a r ( 0WHAMON W� LOI�B 7 L/�t llta ol" GiJrB - - __ /� �p.� `_enae ra e I IR 1 tt6 in '� / LAMU� �� OOMIIINATIM SECTION ON FILLS ..L. 1'�" Twat uca _ ' 12 �° ( 3 �� a } _._._.. -�--• bi NXIBeei XNADSOM p am rM Isom WITINMIU - •-I . se•- 1 • ;• -6 -.� -�-. r ` -'"• I I F O.t r1, ►TRt r let A 11 a99}7 rvrt , eaam rlflCtlaT I 1 - - aAAtllwr a - " , '•� { 9 wing - 10 PAYF11 iIH01JLDER SECTION tAJPlB MICA GUTTTIt SECTION TRENOtI PLK tT aA1rAOatBrea 1RENOH PLACEIIi*Ni Tam IF FILL us �� ,' ,, �4 , �.. . ,.T= . zt " '" -` " 'f ..y . DT "^T9 Ter � Fos, •N- -rAYm11 IeRR� It M a 1: ,, :. t ., • ., .. ` , 1 .. "i 0.0 TRN10e eaa AORaNfl1 6 a ,w- •enaar wTaaa• Mt3fs1: a • • • • • a e kiEp1K e„ R `'� +,� -{ -'Aar• -5 • t+ v . , _ �,, �,Y. ----'° J O O ■ b tl • • • + tl M- �'yF }p per, !laWi / e-.- `� x ' ° '.r a .. '"".... �CA j l Pia" � i i i i $Ir yy� d! AnlNi811R Ol el1AUm b w�dOT YAf " rill SDRat PLAi) � W *ft � WI. NT � •:c��. F r - y • ". 'v i � .,- (it' eINaTO: rN '1:.!`'.+ gMll kr15=9'�N gRkA11901 1101}6 �,�y� y :i ' ••'� - ' " �� . �� a t ..,....,..,,. .,...9..+_..,,.- •..- ..,..,.. -.. ..,,.... %� 6 , t� ` ;�' ., eeDnmTte rANln tPLACEIAEI+tT QP CD-7 CDMBINATKRd U(ERORAI II >Ta3�A+r�°A 9 , "' I - _ tl / T, t Ch '-� -,-.,. ,-�� - NON- AMITORATE'D OUTLET PEE -_.___ p - X 8T18de1 s 4(Aran Area Cna�r be f�flIXC1S. G �_ '` T� W M ` 1._.. __._. - aHm�i q an on r rR v Fie °� 14, Bcdam of curb may ianonr sips at \ _ a __c - / - ee ewAOAaaR eateomvra sulb4me rovided a "rThr Ttlrn c f 1 I - f, •.A- l91NTi101r t1eltPGa 0 TAB we ' b , b, , 6 , III, P /4 J Q NMI N-WAM a aYatr WAIL= NAM .r- nunlertr NMI=r w �bTx RAU. rc "JIM t� Jff X R Wn1fOUT PAYED >ltkT�II.OER i u • a, e a a a . ab ��r a • tl 4 4 • • MuA ORRpDt�l$Fir�aT�AyM =shore , 0 A , • , p , , A 4 , , ' a • F s • A of 7 i¢TCh�s Is ne�n#a>ned. ` ' , I _�, 1 7TH ��fr ! Ill ee MINNWIt a NAM 7 �7 ° - T al % IFA MR "`Ca"" KWIMTUM � •A�C•ur AR !t DNLiOrm ! s , 0 , , 'n , ' A. • a , � � / � � PLAN Y>i!W OF 11UTIET P1eL AT W � sWE \\ �° 1 t /DUNLORA FARM FUTURE DEVELOPME T Via° NOM( aMe T1 rMf01a ie S AOATI011 e4immmTTe, GENERAL NOTES Iur ee ANNE= A neaM9 - -- -LONaTLID1NAL PERFORATED PARE + NTO A mMW raw= � Nu .acelna wr.i, '� ae,a roenxe ee amm mil i iftialttO, T tI e1 in 2 R O in � ! DWELLING SINGLE FAMILY DETACHED 1 T � � GENERAL o�• ova ammo �` / DWELLING UNITS ASSUMED rrrt W IOC i TT M m ei A Ial" ar T-o+ MIR WAIT GROW Or MAW fF / NLOR SUBDIVI N ice' s l um Tem A°a®oATx wo TMatalbr leAan tAtO! TO t ' #1#{Fdik'm errx ANIMeerAi Al0 TNOW#1Y Rao TIYm TO If A 1, Curb and gutter may be precast of Class A4 hydraulic F" % w 1M 1 L .sra eITIM bY1 LHTN rm1 DurtiT Fora nTa fa at >e• TI! exec ITNae1N0 NON-PERFORATED OUTLET PEE x A ilfpR � � a,RLarMWtoINMA&Malsi ax=mEDmm X16% % r rFMNW '�o'�ie'll�Ttt ' ` 4%, cement. concrete or cast in. place using Class A3 a NON -PERF�,� aU7 ET WE IMS T u ,, eA> 1 a - _ _ffW _ 1 e. TRIP GENERATION TRIP GENEERATION -miimeatitaIini 0 hydraulic cement concrete. m "" m *9 0. AVJ%V.rA i1 L .16 Fit '= Tti & (lilt ARNMolll�l' 1a to Tea Lim aene'AeaT w MA ifa 3e, A i h''n°� *• �'aifff Y.w To N Gaol W= maw ATG I V 1 7RIP GENERA TION FIGURES BASED ON I TE TRIP GENERA 77ON � e��,, IAeAe ar Ter• woAt e, 11 A lalM aP MP MM .2. When used with stabilized, open-graded n- graded drainage MANUAL, 7TH EDITION SCALE: 1 " = 200' H L aft" FAt TO Ia MALY oaeamm TOT SIM mtaR DMews m==oos. M IM.L TTinONee oat .11M 7• I�'ApWWMZ. &%W �e Dow let Asa To PLACE K 0I" CD-x UIbLND1tA01 AT a e�Y�DUnar Fvs Are To Is��f�rS tl1�l bottom of ti14' Cklrl? c3nCI C�tttt�r shall I?�' :1 11 HWQQE APPROACH SLABS I�t n� Bid ° '/, N Teev4LrLe TeIeA0ep0paeeMTa q16ae • eat>se a T►nYD9® eATat Tau MTIteT�laa At�NlIA TO Arm a aRn Ar Alm" Mm 6, TO ee MOMMY OOM OM N t I-" moo WAIN t 7, TO as I omit omelwna T, ckI w omal at"IMIS T Awd ei aQGWTaN TO Aaty � %&wmu rra wvnxfs a Te Fa wm FmI Tmmm w aaean°x ommw earn a1Rr L>LIrA° >� _ constructed parallel to the slop -e' of tills sub-base 51 SINGLE FAMILY DETACHED UNITS - 1 TE LAND USE CODE 210 ADT 489 VPD (244 ENTER/ 244 EXIT) W STANi�ARi3 GROUNDWATER UNDI:RDRAIN M M*AOMU ,,,�,� �,�,r„ „a„ STANDARD COMBINATION UNDtcRpRAW STANDARD COMBINATION UNDERL9RAIN ROm Als epeermciIias COMBINATION ®11 CURB AND GUTTER Naga"eaoet "MICAlror courses a.nd to the depth of the pavemisnt but not aA■ Z » tAT MADE SAGS NO BIM MPROACHE.SI Tavraa Men etoT , or , AM PEAK: 80.4 VPH 20.1 ENTER/ 60.3 EXIT � y/ �»M DATe *Wiwi t eassr T as T RiYalOil eAa CAT LAIME(i Fd� OF tfl3'TSI IeSS than the thIGICnE'SS shown. li WE T"a'" m"'TNN°'r $ T'a'a"0tr"m' ,otN1 , mom aralnmlP at rleFeraRrrxnTnl rM Ii Vaasa NPAAlleaTr aF TMOMITM9oe roue eM AeaelrA e111INI Mr a TRARNA0 K= 'a"01° °eft i ' PM PEAK: 108.2 VPH(68.1 EN TER/ 40.1 EXIT) ALBEMARLE COUNTY FINAL PLAN GENERAL NOTES ALLEY CONCRETE DRAINAGE RIBBON N-T-S to 60 FUTURE SINGLE FAMILY DETACHED UNITS (BLOCK 10) - lTE (-- GENERAL CONSTRUCTION NOTES FOR PRIVATE ROADS LAN CODE 21 IFIIGU.I� 3.01- la ... .. . D USE 0 w 1. Prior to any construction within any existing public right -of- -way, including connection to any existing road, a permit tluu,o ear ausBlaIb+TSknre,Arsw1seepageControls .B hn,� ultepti:7 Itil�nlTnumstaaaa.. 3,a : ADT 574.2 VPD (287.1 ENTER/ 287.1 EXIT) � shall be obtained from the Virginia Department of Transportation (VDOT). This plan as drawn may not accurately reflect dartAMnwTwrlt AM PEAK: 45 VPH (11.3 ENTER/ 338 EXIT) the requirements of the permit. Where any discrepancies occur the requirements of the permit shall govern. leTyx PM PEAK: 60.6 VPH (38.2 ENTER/ 22.4 EXIT) q ,� U) 2. Construction inspection of all proposed roads within the development will be made by the County. The contractor must NOTE: CONCRETE VARIABLE WIDTH , notify the Department of Engineering 296 -5861 48 hours in advance of the start of construction. S/a' s,ua YT4tW rw°k TOTAL TRIPS: 1063 VPD ¢ w 1,`~i. P 9 9( ) (5' MIN.) z -' J. All materials and construction methods shall conform to current specifications and standards of VDOT All excavation SHALL BE 3000 psi mogeneaus rut ou".1"d .I,a 4 r•MPa« I- • � � Q oil U AT 28 DAYS OR rte" ~° for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). - 'T" _`° •-D. ' ,` Q_ �-- F- u z 4. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and STRONGER. 4" CONC. r-� -- - - �- -3 � .� � f` 44 A,'��� `�,� NN � E In UU 0 . •-11■- ,old., io(w U > must be installed prior to any clearing, grading or other construction. I Cl .z _ / ''r 1 �+ 1 tr) CO U 5. Upon completion of fine radio and preparation of the roadbed subgrade, the contractor shall have CBR tests i / a ,, f� \� ?� >' art ° �"" I `% fI �>M A Y +` Tt t LL' P P grading P P g / \ / / \// / / \// , i . \ \ \ \ oft fnmh-4' baow 14tow I I$ , U) ? w F- P 9 O P y 9 ,\ \\ \ \/\ \ / \\ ::.' : , ... ' 4 • . \ \ \j\ \j\ \, \ \j ewterwt Off. �fS A ' "�.." tr A z to w performed on the subgrade soil. Three 3 copies of the test results shall be submitted to the Count If a subgrade soil Vii, i,• CBR of 10 or greater !s not obtainable, a revised pavement design shall be made by the design engineer and submitted /� \ \�� \ / /� \ \� /` /�`/�`� f0d` TYpI1yAL HOMOGES C11JS °--- "_ -_:1 �''' �'A i +�i` AI it i � Q a ce to with the test results for approval. �` �� �� .. -,7-V- V\ �`/ EMBANKM! Nr ~` f �► , eD 4a be s4 iMl t, ��N IS% % N 11 U) G UO 5 C2 TaduLet43c 27 80Th 80 TA 37T &M > >` - i z t- 6. All slopes and disturbed areas are to be fertilized, seeded and mulched. The maximum allowable slope is 2. 1 rs % .. > �, a (horizontal: vertical). Where reasonably obtainable, lesser slopes of 4:1 or better are to be achieved. 4 21 -A STONE BASE V. so 37 40 72 41 2A �,, 1 LU a z 7. Surface drainage and pipe discharge must be retained within The public right or within easements prior to °��, . "' '°""� `° . a0 °0 �° �"� ~- 9 P P 9 A g Y P TRI M'ii0a tilt '` ` 42 81 72 as 00 aa� � Z � cz7 acceptance by the County. Al! drainage outfall easements are to be extended to a boundary line or a natural CONCRETE SIDEWALK 4a Ile s4 100 eR 4R7 •AIM+• e•NVtnl P�Ve1Eri�ilt DG�tl�;ll: cn Ln watercourse. xk a 7FareI ratty v rlet Fl.Reamla + N C3 ■ n+u.. c cwt+ eo 172/e e°as rieA' 4eA�a cl.elATropr�eln PMT(flt�t RFC .4. g NO SCALE outlet O �`T. 8. Guardrail locations are approximate. Exact length, location and appropriate end treatments will be field determined at Gtar ae aoTte as 114 04% 680 ' aroait� It t Ci I Lac. attton, ADT JJCV Desigtl !I*­ I( $Y DDr aurEace h a: Base b: a STttil base fit a Dp o the time of construction. Additional guardrail may be required at locations not shown when, in the opinion of the Pedorotw owes tw Fvurxlatim drag I3faad dmin ! C 000 72 as tan 'Ise 00 0,a3 AlrEVedala aea LU Director of Engineering, or the Director =s designee, it is deemed necessary. When guardrail is required, it shall be FOUNDATION DRAIN BLANKET DRAIN °' +.. * -M .iu:.au.�,L t.a N "J4 " tzy8 74t 'I h e+Ir ,yam ADT 1 F TYi rt 8I IW �W T �a� an ®Al�ataa"Y LQ > installed four (4) feet offset from the edge of pavement to the face of guardrail, and roadway shoulder widths shall be w increased to seven 7 feet. „obi AA, { s t • Dab my Grov6, C.. I —— t, Barnett, Griflen.. � () " -i e e �'�•° -� 4:.,t'. 350 2, 370 4 4 11.30 SM -9 S 1:5: 2:25 BM -2� 3 2.2'� 214 6 O:b 13.73: 9. Where urban cross sections are installed, all residential driveway entrances shall conform to Vf?OT CG -9(A, B or C). Sactton f.°.RHX, °aaa"'° a -- GrcYVC8LSl>eltonStreel(MaxADT =350) aaWAbor iRW.. -9V 09 4: .. aril., ..._ ._. . 10. Where rural cross sections are installed, all residential driveway ntrances shatl conform to VDOT standard PE-1. *r S ears Males 8l. Phillips Alle a s 247 2 267 4` 4 10.I b SM -9:5 t 2:25 Llvf -25' 2 2<25" 21A 6 0:6 10.5' y 11. Paved, rip -rap or stabilization mat lined ditch may be required to stabilize a drainage channel when, in the opinion saPaI �,�a v a. oar .P . Y�' Y of the Director of Engineering, or the Director =s designee, it is deemed necessary. °"" "" « a 0 (Max ADT -247) 12. A minimum clear zone of eight (8) feet from the edge of pavement shall be maintained on all residential subdivision 04 to dran { . >N ° I ` ° r ma+eL *-t "ro ' iDrive: Existi to DaGne 266 2 268 4 . 4: 18 2f? SM 9:5: 2 ?5 BM -ZS 4 2,ZS 2lA 8 06 18:3Q 1. streets. k Q 1 , haT . w ...... (,,. X�: . .. 13. Compliance with the minimum pavement width, shoulder width and ditch sections, as shown on the typical pavement rraabDit r, 61W TTOTlsttroa rater a : ,: t 1 Faxxo�w Drive Rabne tO:S1� um 3704 2 3124 4 4 19.33 S1V1;9:5 � 2:?5. BM -25:, � 2.25 �1A $ [i.f X0;55 section detail, shall be strictly adhered to. Exceptions will not be allowed. CHIMNEY DRAIN TOE DRAIN i ■ k (1.1"Jb lEdWmMmeanw UrdsiAaale ( y ? � M M rT r- __ _ RIDOanWlaw WMAATMCM w ,-1 .-1 14. Upon completion of the roadway construction, street name signs shall be installed by the developer at all street c \3r0i to r -' � �A M •-+ 11 " " t 1 'U•) Dintra aVAj001161 10161 %emkItudmucin. . . F- M •-1 Intersections. Signs and their installation shall conform to Albemarle County Street Name Sign Requirements" The �- _- - °n.,__..__ - -__- Q � "T N `n E aA1r {�,) (Marano (� eeOwen drdbe LD. soil Iiat0.D.) Mlaneler Q .� .-+ .�, *-+ developer shall be responsible for maintenance of signs until roads have been accepted. . Elevation lwlaala "&fA=Af&WW [V N I 11 15. Road plan approval is subject to Anal subdivision plot validation. Should the Anal plot for this project expire prior to ,�„�,.� N,I p�e11a 1W �AffTMbbM5tH gar W ,-H signing and recordation, then approval of these plans shall be null and void. PL site ImMa+am 2X4VM5%VA6VTwFatemau • 16. Traffic control or other regulatory signs or barricades shall be installed b the developer when, in the opinion of the s,Itree:s'csE1r tjT @Q /iN Fer+r4rar <Tr <,r BMP DEBRIS CAOt soGU�rw TSRiirTNTYkow vab" VW6- r ;�=PAk ■NIAdPe,Ltbntirk , 9 Y g y P P x` s �, tla.r tl4kd.`Eelti"boum raftae0wa . INC. aA? na•uw: .. toad -11 -Hear W11& N!d•rah'meeaW al.lA••ae• Director of Engineering, or the Director =s designee, they are deemed necessary in order to provide safe and convenient :;,ws�„e.t,,.:, access. AI! signs or other regulatory devices shall conform with the Virginia Manua! for Uniform Traffic Control Devices. 3.01 -3 taJ° Ma. M'°°" "°a''ierelew'°°I'trlwr""a''a' ^" "Fwm'tu1eD""R`' GENERAL CONSTRUCTION NOTES FOR PUBLIC ROADS PruntAAnINVOMea tLWto. {c p end > vA; 14.1 as to oa BEVELED UNITS TB7 -a • 1. Prior to any construction within any existing public right -of -way, including connection to any existing road, a permit I0 "MINIMUM • ' i . . I . . I L9 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 requirements of the permit shall govern. R/W I R/W _ , a) 2. Construction inspection of all proposed roads within the development wi // be made by the County, The contractor must EXTEND GEOSYNTHETIC REINFORCEMENT �/� FINISHED ODE r- TO WITHIN 2 INCHES OF THE LOWER BLOCK FACE notify the Department of Engineering (296 -5861) 48 hours in advance of the start Of construction. SURFACE COURSE T, NO PARKING � Z J. A// materials and construction methods shall conform to current specifications and standards of VDOT All excavation 3I 3.1 SIGN I (Y) for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). �4 ",z' V4 %' I c& G POINT D CG-6 EXIST. GROUND EXIST. GROUND R CONCRETE cuRe & curTER C� FINISHED GRADE CURB & GUTTER I CONCRETE 4. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and 3;1 .3I SIDEWALK SIDEWALK R must be installed prior to any clearing, grading or other construction. 10" MiNIMU o`t, o S��S% X361 ,W -9,�$ o d'° .1 li \ 3'i 5. Upon completion of fine grading and preparation of the roadbed subgrade, the contractor shall have CBR tests coN� DRAINAGE CONC. DRAINAGE EXIS . GROUND � I : I. l i>/4 "• 1' 1 4" t' \ r-: r' j CV performed on the subgrade soil. Three (3) copies of the test results shall be submitted to the County. If a subgrade soil AnchofFm Diamond ReeoN BASE RiBBON 3.1 �- i _ -- S r EXIST. GROUND 9 P 9 y 9 9 INFORCEMENT CONNECTION EXIST. GROUND EXIST. GROUND PLANTING �°° °° °% °° °° �° ° °°° °° CBR of 10 or greater is not obtainable, a revised pavement design shall be made b the design engineer and submitted X 117JTA °� .._ PLANTING co with the test results for approval. ®em! ANCNORWALLSYE77 S L"C. 3 1 T 3 CONTRACTOR SHALL EXSURE RIBBON ON THE OUTER ELVES STRIP 2.5' s74 /P .�• WX OT TO SCALE 20' OF THE ALLSi7IAY AM CAPABLE OF =PFORTIAV JPN& d• EXIST. GROUND 2.5 6. Al! slopes and disturbed areas are to be fertilized, seeded and mulched. The maximum allowable slope is 2: 1 � ) 28' E /P -E /P EXIST. GROUND RESCUE VEHICULAR ]1EIGXTS UP ?Y! 29 ?YI1YS. T (horizontal: vertical). Where reasonably obtainable, lesser slopes of 4:1 or better are to be achieved. i' 5' s' LANE LANE s' 5' 7. Surface drainage and pipe discharge must be retained within the public right -of -way or within easements prior to SPEARS (ALLEY i), MLES (ALLEY A)- & PHILLIPS (ALLEY L) acceptance by VDOT, All drainage outfall easements are to be extended to a boundary line or a natural watercourse. The PRIVATE ALLEY SECTION 32' F /C -F /C CVO contractor shall field verify the length of all storm drainage pipe. , 57' R/w ( 8. Guardrail locations are approximate. Exact length, location and appropriate end treatments will be field determined at ,�� (20 PRIVATE ACCESS ESIMT.) C) the time of construction. Additional guardrail may be required at locations not shown when, in the opinion of VDOT, the 'f \�j\ \ /� \� \� NOT TO SCALE TRAVEL LANES WITS INFORMAL SHRLTON STREIsT (ROAD I) CN Z Director of Engineering, or the Director =s designee, it is deemed necessary. When guardrail is required, it shall be 10.60 ;��� .. TYPICAL STREET S :CTION N installed four (4) feet offset from the edge of pavement to the face of guardrail, and roadway shoulder widths shall be PARKING ON ONE SIDE (RIGHT) DESIGN SPEED R5 AfPII Q increased to seven (7) feet. REINFORCEMENT LENGTH I NOT TO SCALE :5 9. Where urban cross sections are installed, all residential driveway entrances shall conform to VDOT CG -9(A,B or C). FINISHED > 0- 10. Where rural cross sections are installed, alf residential driveway entrances shall conform to VDOT standard PE -1. GRADE 11. Paved, rip -rap or stabilization mat lined ditch may be required to stabilize a drainage channel when, in the opinion GEOSYNTHETIC REINFORCEMENT RAIL POSTS 4' O.C. W of VDOT, the Director of Engineering, or the Directors designee, it is deemed necessary. i J 12. A minimum clear zone of ten (10) feet from the edge of pavement shall be maintained on all residential subdivision TII \ / /•!f a °DRAIN TILE(ELEVATtoxvARIES) \tir NO PARKIN J < v, ' I -_ \ice /\ / / \/ TOP OF RAILING TOP OF sicN �` streets. Additional clear zone may be required depending on the category of road design. / % / MIN. 13. Compliance with the minimum pavement width, shoulder width and ditch sections, as shown on the typical pavement \ \j/ ` /� /\ ,�� \ \/1\ POST CONC. FOOTER 42„ SEGMENTED I CG-6 CONCRETE H P P yP P j i, i/ ,, POINT D CG -6 section detail, shall be strictly adhered to. The cross slope shall be maintained as shown on the plans. Exceptions will .,� \\ \ \\ WALL CONCRETE CURB & GUTTER G� FINISHED GRADE CURB &GUTTER R SITE R/W SIDEWALK SIDEWALK not be allowed. 3:t 6" MINIMUM COMPACTED RAIL r U) 01� ;� 14. All required signs (stop, street name, speed limit signs, etc.) are to be furnished and installed by the developer prior GRANULARLEVELINGPAD GRADE rA,r / t/4 ":1' f 4 ".1' 1•ir' ' EXIST. GROUND W !-1 o to acceptance Signs and their installation shall conform to "Albemarle County Road Naming and Property Numbering I I EX . GROUND 3.1 ` L-- 31 H4 W a Ordinance and Manual 'and the Vk inla Manual for Uniform Traffic Control Devices. The locations of all signs are shown on PLANTING , ' °° `� ° ° °° °° p° °° ` " "-,``" 9 9 y Wos =WIDTH OF OVERSIZING I ..:�_ - -'� + °° � �'°° PLANTING o- the plans. The developer shall be responsible for maintenance of the signs until the roads have been accepted into the 4 I De= DEPTH OF EXCAVATION s7RIP 2,5, ( -2.5' SHIP EXIST. GROUND ® W ® o state secondary road system. The speed limits L= LENGTH OF GEOSYNTHETIC REINFORCEMENT EXIST. GROUND 28' E/P -E /P _J /� o to be posted on speed limit signs are to be determined by VDOT prior to acceptance. The speed limit is to be posted I Wos= ;2 *De) +L +�„ I I I I I I 5, s, r8' I o• s. 5, 11 (n 5mph below the design speed. }•� LANE LANE y 15. Road plan approval is subject to final subdivision lot validation. Should the final plat for this project expire prior to _L Wos ( I I `1=1 Q W P PP J P P P Je P P SITE 32' F /C -F /C � /� signing and recordation, then approval of these plans shall be null and void. • .1. • • _ V / 16. Traffic control or other regulatory signs or barricades shall be installed by the developer when, In the opinion of the ® WALL 57' R/w V o e are deemed necessary in order to provide safe d convenient AnchorTM Diamond I W e Director of Engineering, or The Director's designee, They m y p an NOTE.• access. X 1:1 EXCAVATION OVERSIZING I I ( % GRIFFEN GROVE BARNETT STREET ROAD H' - 17. Use VDOT standard CD -1 or CD -2 underdrains under the subbase material at alt cut and fill transitions and grade , TRAVEL LANES WITS INFORMAL N W g WX (SCALE: 3/8 -i -0) o®°_ ""'°RWA"'E'S'�e`"" PARKING ON ONE SIDE (LEFT1 (ROAD X� & DABNEY GROVE (ROAD R) TYPICAL W 0 sag points. STREET SELYTION � � L" 18. A video camera inspection is required for all storm sewers and culverts that are deemed inaccessible to V00T NOTE: DESIGN SPEEL' 25 MPII inspections and are to be accepted into VDOT's maintenance program and ownership. The video inspection shall be HANDRAILS SHALL COMPLY W W conducted in accordance with VDOT's video camera inspection procedure and with a VDOT and /or County inspector WITH ALL CURRENT VIRGINIA NOT TO SCALE Q g present. In addition, if high- density polyethylene (HDPE) pipe or pipe system is installed, the contractor and a BUILDING CODE REGULATIONS. � . W Q) a representative from the pipe manufacturer should hold a preconstruction '^ meeting for installation training. The pipe manufacturer should spend a minimum of two hours on the job site during the , NO PARKING U) ; In initial pipe installation. s�GN 2 SQUARE GATE RAIL POSTS SHALL BE 4 O.C. FENCE RAIL GAPS SHALL HAVE A o POST (TYP.) 1 }�" x 0.70" ALUMINUM I CG -6 I I ~ "', or „ POINT OF CG -6 „ MAX. GAP OF 4 & TOP OF RAIL FOREST GREEN TOP CONCRETE cuRe & GUTTER C/L FINISHED GRADE CURB & GUTTER CONCRETE R W W GENERAL CONSTRUCTION NOTES FOR SITE PLANS 4 MAX. R/W SIDEWALK SIDEWALK /W GAP AT WALKING SURFACE SHALL BE RAILING (TYP.) it I 3.1 W CL 1. Prior to any construction within any existing pub /!c right -of- -way, including connection to any existing road, a permit A MIN. OF 3' -6" IN HEIGHT. 1;I' / t 4 ": f' t 4" t' 1'•i' �� �/ co 1. EXIST. GROUND 3.1 , ., .1.. ` � � - 3 r EXIST. GROUND � a shall be obtained from the Virginia Department of Transportation (MOT). This plan as drawn may not accurately reflect . 11 O 000 00 O O F •', :'.•... the requirements of the permit. Where any discrepancies occur the requirements of the permit shall govern. PL�nPC ''= °° ° °� ° °°° ° °° • .• PSNRnNG Ty 2. All paving, drainage related materials and construction methods shall conform to current specifications and standards vl, App o Z of VDOT unless otherwise noted. 1,g LdvGpA R0 EXIST. GROUND 25 24' E /P -E /P 25 EXIST. GROUND � E o J. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and'NCN 11SOF 5' s' 10, NE LANE s 5' r' W shall be installed prior to any clearing, grading or other construction. �• E 4. Al! slopes and disturbed areas are to be fertilized, seeded and mulched. The maximum allowable slope is 2:1 xCAVATt 28' F /C -F /C K .S (horizontal: vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be achieved, ON N 53' R/w J z N 5. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the Albemarle County Director P � CD of Engineering, or the Director =s designee, it is deemed necessary in order to stabilize a drainage channel. NOTE: W 6. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. ( TRAVEL LANES WITH INFORMAL COLBERT STREET (Rood G) Q Z Unless otherwise noted alt concrete pipe shall be reinforced concrete pipe - Class 111. PARKING ON ONE SIDE (RIGHT) TYPICAL STREET SI'L^TION 0 8. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 I Acre DESIGN SPEED 25 MIA o 8 CFR Part 1926). 6 MsrIOMBasIE� NOT TO SCALE o `o ACSA CENERAL WATER & SEWER CONDITIONS' o �, N LRAi1N PAD 1 - Ir? Q o 1. Work shall be subject to inspection byA/bemade County Service Authority (ACSA) inspectors. The contractor will be responsible for notifying �ATNE SOU 2' "SQUARE FOREST ° the proper AGSA officials at the start of the work. 1 " SQUARE FOREST GREEN ; 4 MAX. GREEN ALUMINUM w 2. The location of existing utilities across the line of the proposed work are not necessarily shown on the plans and where shown are only GAP PICKET (TYP.) ALUMINUM SIDE WALLS _ � e NO PARKING I- v o approximately correct. The contractor shall, on his own initiative, locate all underground lines and structures, as necessary. TM ® (TYP•) sicN I F- I= ''J Anchor Diamond 3. All materials and construction shall comply with the current edition of the general water and sewer construction specifications, as adopted by the X NOTES: ( CG-6 POINT OF CG-6 w I-- � N TYPICAL BASE PREPARATION CONCRETE c/t CONCRETE I w ACSA. V.d- ANCHORWAILLSYSTEMS,INCL 1. GUARDRAILS ARE REQUIRED FOR DECKS, PORCHES & WALLS ELEVATED MORE TOP OF SEGMENTED RETAINING WALL R/W SIDEWALK CURS & GUTTER FINISHED GRADE CURB & GUTTER SIDEWALK R/►t' 0 w L, 8 WX (NOT TO SCALE) THAN 30" IN HEIGHT. GUARDRAILS MUST BE A MINIMUM OF 42" TALL. w/ GEO -TECH. REINFORCEMENT. FENCE 31 j 3:i a U) N a 4. Datum for all elevations shown in national geodetic survey. NOTE: 2. FASTENERS SHALL BE POWDER COATED #10 STAINLESS STEEL THROUGHOUT. POSTS SHALL PENETRATE 1ST LAYER EXIST. GROUND r�r' / tai' 1i' t'. r' 1 EXIST. ZROU, D5. The contractor shall be responsible for notifying Miss Utility (1- 800 - 552 - 7001). 1. FINAL DESIGN OF RETAINING WALLS SHALL BE PERFORMED BYA STRUCTURAL ENGINEER AND THESE 3. ALL WORK SHALL COMPLY WITH VIRGINIA UNIFORM STATEWIDE BUILDING CODE. OF GEO -GRID 3.1 ;` fff: °° ° ° . "• r JOB NO. ti DESIGNS ARE NOT PART OF THIS SET OF PLANS. THE RETAINING WALL DESIGNS SHOWN ON THESE PLANS ARE 4. PLANS APPROVED FOR PERMIT SUBJECT TO APPROVAL OF CONSTRUCTION. PLANTING • � �"° °° � °° PLANTING 0 6. Allwaterandsewerpipesshall haveaminimumof three ( 3) feet ofcovermeasured from the top ofpipe , over the centedineofpipe.This APPROXIMATE IN NATURE AND ARE SUBJECT TO CHANGE WITH THE FINAL DESIGN PERFORMED BYALICENSED 5. RAILING SHALL WITHSTAND A CONCENTRATED LOAD OF 350 +Ibs AT A MINIMUM. SAP 2,5' 2,5' SM/P 112059 -00 includes all fire hydrant lines, service laterals and water lines, etc. EXIST. GROUND 30' E /P -E /P EXIST. GROUND 0 C PROFESSIONAL STRUCTURAL ENGINEER. THIS APPLIES TO ALL RETAINING WALLS SHOWN ON THIS SET OF 6. ALUMINUM ALLOY SHALL WITHSTAND A MINIMUM PRESSURE OF 35,OOOpsi 7. Al/ water and sewer appurtenances are to be located outside of roadside ditches. THROUGHOUT 12' ia' SCALE a PLANS. 7. PICKET SPACING SHALL BE 3 316" WIDE. I 5' s LANE LANE s' S' r' N 8. Valves ondeadend lines shall beroddedto provide adequate restraint for the valve duringafuture extension of the line. 2. CONTRACTOR SHALL NOTIFY COLLINS ENGINEERING WITH THE FINAL DESIGNS OF THE RETAINING WALLS 8. CONTRACTOR MAY ELECT TO INSTALL A SIMILAR FENCE PROVIDED IT MEETS ALL 34' F /C -FIC AS SHOWN w 9. Trees are not permitted in the ACSAeasement. PRIOR TO CONSTRUCTION FOR VERIFICATION. CURRENT COUNTY, STATE, & INTERNATIONAL BUILDING CODE REGULATIONS AND 59' R1W a 10. The contractor shall be res onsib /e to com 1 with the no4ead re ulation re ardin brass fittin s effective Janua 4, 2014 senate bill 3874 GUIDELINES. ( � SHEET NO. a p py g g g g ry ( 3. THE DESIGN AND RETAILS SHOWN WITH THIS PLAN ARE AN APPROXIMATION. THESE ITEMS ARE SUBJECT TO FARROIY DRIVE ROAD D NOTE.• which amends the safe drinking water act). CHANGE WITH THE STRUCTURALLY ENGINEERED WALLS BY OTHERS, AND ARE PROVIDED FOR SCHEffATIC OF RETAINING AiIALL RAIL DETAIL TRAVEL LANES WITH INFORMAL TYPICAL STREET SECTION a o INFORMATIONAL PURPOSES ONLY TO ASSIST WITH PRICE AND QUANTITY ESTIMATIONS. NOT TO SCALE PARKING ON ONE SIDE (RIGHT) DESIGN SPEED 30 mplJt 11 N N NOT TO SCALE' 3 ' ' I T . 9I�L 9b . F�� �AQ rT�RI L QC F JI � � 1. I _T_ r - 2-, �- 4 NIIIAL BACFIL� ,�a W. MIN mitt WN : 1112-i ^T :` r ' ..zm 61 BEDDING .: s , . #txFf aT(JNiE x STABLE.5011_ y t ROCK it SCRAPE THE $017 +M : :CF T14E. TRENCH. REMOVE ALL . STOP41ES TO fk4d URIE THE PIPE DOESN'T REST ON .ROCS. AND T1IEN CO i4PACT T;HE SOIL..( R. PROVIDE A 4# BEDDING 01= X613 STONE,: 'FOUN1.J!"1 4IONI. IN A"'.0Ik. R 50�L. UNDER - '.1•.U.T CONDIT1 ION. I. 1. i X } ,�h l INITIAL B11�.KFIL ..I .-, UNSTABLE a- B : B. 8, SOIL -,,-" w^ -1 MIN ,r_yp� A t. f. MIN • :,'JiN #6£'i.ST NE -.1r,=.; -1i.' R/1NULAR F1IA_A.S _ 4 yc Ai?PRIVEI ACS- 4t%t r�T). '.,c <' :� -'-ST L, R' P10 � 1TABLE SOIL, OR HO f . NOTE 1 1 NO € OCKS SHALL .BE. ALLOWFia WITHIN 1 �l 4" OF THE -TER LINES. . 2,,N.0 ROCKS LARGER TtJAN 64 IN ANY DIMENSION ,HALL. RE ALL()!XFD A :ROVE THE l`IAL BACKILL, . . 3.TIIIa INITIAL. UAO.KIFIL;L ' .5I-IA1 L 13E PLACED AND COMPACTED iN :£7 LIL=TS. 4..NO ORGANIC OR FROZEN MATERIAL OR DEEMS SHALL. BE ALLOWED IN THE .TREII-1 :, S, BELL 1.6L.ES S114A .L OF DUG. OUT IN ALL GASES,: DUCTILE' IRON WATER . PIPE INSTALLATION (� BEDDING ._. __ N TS F,G. W - 2 1 PIPE •$LOT (2 PLACES) T1D_- 2 [COVER LIFT NOTCH 12 3/0' WATER CAST IRON LID 1B- METER BOX o- EXTENSION NOTES; (1) FOR TOUCH READ (METERS A 1 -3/4" DIAMETER HOLE IS REQUIRED IN THE LID. TYPICAL METER BOXES (5/5)/ -1" METERS) NTS FIG, W -7 TO -1 D PIPE DEGREE IBEND DIMENSIONS VOL. '•EE AND PUGS VOL, SIZE OF (PEET) CU.YD. (FEET) CUND FINISHED GRADE 9ENO L H T . I. L I :H T FOR USE ON ATTACHED SINGLE FAMILY 90 : 2.50 2,50 301 0,24 1. NO PAVED A PEA I'xt'xl' TEE 4 4' & 6' 45 2,,00 :2.25 2.60 0,15 2,00 2,25 2,50 '3.15 DUAL SERVICE 22 1/2 1,50 2 „00 2.52 0,10 OR APPROVED EQUAL BRASS OR BRONZE PIPE OE GATE " TYPE 'K• J 1 1/4 1,30 2,00 2150 0110 r� z O Z f�=` FOR USE ON DETACHED SINGLE FAMILY O I 90 1 3,66 3,16 3.21 0,48 RiJB;E3ER GC>ATEQ STEEL S... EIS AS. II k €�. A� : E °, , 3' pi'r MIN :. 8' 45 2.5'5 2,56 2.77 0,26 t ' F CAST IRON LID 22 1/2 ' 1.55 .2,16 2,69 0,13 3.10 2191 2.155 0 „32 "O': RING EAL 's t1 4 1 ! 1,88 1 2,16 1 2,67 0,13 OUTLET) MI(MUtu1 ELf .. Y. A T ICiN > 35' MIN. COPPERSETTER 90 i 4,83 3.83 3.42 0,83 (IF REQUIRED) e DIFFERENCE ACROS EVi H S . :'. . , wF .` 10' $ 12 4a 333 3,38 2.53 0.43 3,83 4,00 2.83 0.52 22 1/2 2,99 2,S8 2,86 0,24 FIG. W-6 TD -9 b 11 1/4 1.93 2,33 2.84 0,18 . VARIES , i low: :54e jew *. minidTTa,.m ,4 A., [A 0.. . j CsstkrcalT1e. 9s ! P.. fnpP -Zficn s r;re 4 - .I I .-A 4. Galvanized SLOG i3ea;rn,; II' , 4 W02 x 14. (m. in. size) A . j' rain. Penetration into undist'srbe . `�5'n colt a a I pro ed Eby €h c :� AC 'A >: . . . \\/ I 11 TYPICAL THRUST BLOCK IN FILL AREA SITS .. FIQs '1?d-'3B 24 8'M. N . EMAEQ.MENI!T SPRING LINE OF PIPE �. � :. NCI, n ST(IPIE: R1MAINiNG BACKFILL ,HALL N�}O,FT'�}�y.+ CONTAIN ROCK �t MATERIAL. I.ASt', 01 THAN •iV ,TTY ANY DRAENSION INTV L BAC :KFILL' ViEIOROUGHLY COMPACTED Y .HAND- OR APP :ROVED NiEE HANICAL TAMPER BEDDING 4' max '' min FEJiJ;0# 4TICiN (SHALL RE REQUIRED. WHEN 5011: h CC)NDIIICINS ARE UNSTABLE NOTE 1. OPEN CLITS IN RAVED AREAS WITHIN EXISTING VDQT' . RIGI.IT -OF-WAY SHALL BE B..I -I .WITH' NO, ASTON, AC. F LLl ii ENTIRELY .I . ?_I'OR DUCTIL;r 111ON PIPE THE BOTTOM OF' THE TRENCH' SHALL. BIT SCRAPER AND :COMPACTED, AND ALL STOiN'E5 REMOVED OR A 4' BEDDING Or W. 68 STONE SNAI:I., BE pROVIDI"IO 3 WH.E. :RE R(-)CK IS EN* ZOUNTERE.D P1. RE $HALL BE. INSTALLtb ON A MI11Ir10M 6!" BEDDING NO, 6e, STONt "T CLA5:5 1 S` MIN. RIPRAP ,TYPO 2 O' , �:±-S. �: � i A . 6, PI?I 5" 6' VDOT 10 1 cO.D. :,, STONE BEDDING PIPE 0, 0.D. 12, SECTION A - A CONCRETE ENCASEMENT NOT TO SCALE LENGTH (VARIES) "HATCH EXISTi14G PROFILE I EXCEPT' 'WHERE SLOPE OF Z tv?.4X. BARK EXCEEDS F TO 1 1 A �- .,. - 11 `' . / 1. - 3.7' N1 N. : 1 ( � , UNDISTURBED MATERIAL Itp., A ELEVATION NOTES: 1. WHERE LESS THAN 3' OF COVER 15 AVAILABLE BELDVI STREAMBED. C.UNCRETE ENCASEMENT VALL RE Rl_Q (RED_ 2. WHEN BEE)ROCK 15 ENCOUN7ERED A:40 CUVER EQUALS OR EXCEEDS 3', THE TRFMCH SHALL BE 5ACKFLLED WITH COMPACTED 21.A STORE AND TOPPED IsVITP3 18- OF VOOT CLASS T RIPRAP.. SEWER TYPICAL STREAM CROSSING . FIG, S - ? . :< . . 2 • FIG ~ - 7 .. .< �; 11 TD $ TD 32 TG: 27 ROAD & ALLEY CENTERLINE ALIGNMENT DATA Alignment: BARNETT STREET Alignment: COLBERT STREET Alignment: DABNEY GROVE Curve Point Data CCurve Point Data Curve Point Data Tangent Data Tangent Data (k) I, US-3 DA HN.E9 1 T/2• Description: Description: Description: Description Station Northing Easting Description Station Northing Easting Tangent Data Description PT Station Northing Easting Description PT Station Northing Easting qu F � rE.IW4 I11A 2'7 1/2.0- E1.4 p P P P 9 9 P 9 9 9 Description Station Northing Easting P g g P g g BOLT ce�a.E (r�umml ____ _ _ _ ion No h•n Eastin Start: 1 +ol. 1 .668 11 66. 62 Start: 1 +28. 6 3915298.6o5 11 5982.832 o 0 2s T 1471A 3924346-411 T" - - - -- - - -- - - -- - - - - - - PCC, 12 +29.982 3914346.411 11495782.625 PCC. z4 +26.883 3915299.179 11496501.751 Descnptlon PT Stat rt I g 9 PC: lo+ 4 444 39 4977 4957 5 4 33 49 / 79.403 3914784.471 11495986.486 [687mm] �II C [778 -1 Station Equations Station Equations Tangent Data RP: 3913981.486 114966o8.602 RP: 3915134.184 11496755.888 Start: so +57.502 3915013.137 11496039.996 RP: 1 20 11 8o6. 61 End: 20 +50.000 3915445.136 11496216.117 End: 15 +72.258 3915398.366 11495879.095 -- 39 4544.4 495 5 Internal Station Back Station Ahead Station Internal Station Back Station Ahead Station Description PT Station Northing Easting PT: 14 +35.124 3914523.070 11495886.040 PT: 27 +6o.255 3915435.507 11496787.728 End: 11 +36.437 3915070.032 11496094.710 PCC: 11 +54.363 3914821.5o8 11495921.539 Tangent Data Tangent Data 24- I 1105.254303141825 1105.254303141825 975• 403.38439342547 401.1390648g1615 975. Start: 9 +75,000 3914424.731 11495549.432 Circular Curve Data Circular Curve Data Tangent Data Circular Curve. Data Parameter Value Parameter Value Parameter Value Parameter Value I- - [� ��]-- - -- i -------------------------------------------------------------------------- - - - - -- -------------------------------------------------- ------------- --------- --- - -- -- End: 10 +38.974 3914426.o56 11495613.392 Parameter Value Parameter Value Parameter Value Parameter Value � Parameter Value Parameter Value Parameter Value Parameter Value Length: 648.556 Course: N 43° 52' 51.1984" E Length: '143.922 Course: N 46° 07' o8.8o15" W 2B 7/16- NA , Tangent Data Tangent Data Tangent Data Delta: l3° 00' 59.0998" Type: RIGHT Delta: 63° oz' 20.o31o" Type: RIGHT Length: 78.934 Course: N 430 52'5-1.i.988" E ° , „ -------------------------------------------------------------------------- - - - - -- ------------------------------------------------------------------------- - - - - -- 1722MMI � [tdmm] Delta: l4 18 59.5102 Type: LEFT Alignment SHELTON STREET Alignment: SPEARS ALLEY M" I1A ` A 2V Description PT Station Northing Fasting Description PT Station Northing Easting Parameter Value Parameter Value Radius: 903.000 Radius: 303.000 _ _ °_'_ " -" Radius: 2 6 g s o o [4,,",m] [esomm Start: 9 +75.000 3914852.929 1149617z.o88 Start: 9 +75.000 3914599.010 11495974.202 Len the 6 . Course: N 88° 8' 0 E Length: 20 1 Tangent: to .03. Length: 2 Tangent: 820 Curve Point Data 99'99 Description: Description: 13/1a' EMM 9 3974 4 45.9 43' 9 5. 43 9 3 5 9 333.37 9 5• Length:74.g6oTangent:37.676 ______ y C 1 End: 11 +20.0013 914937.731 11496054.471 End: 10 +04.163 3914616.501 11495950.866 Mid -Ord: 83. External: 8 Mid -Ord: 44.704 External: 52.441 Description Station Northing Easting -- - - - -- - - -- - - 12,1.1 -] j ---------------------------°---------------------- ---- ----- ----- ---- --- --- -- - -- 5. 9 5. 57 Mid -Ord: 2,338 External: 2.357 Tangent Data Tangent Data Curve Point Data Chord: 204.702 Course: N 30° 20' 40.3340" E Chord: 316.810 Course: N 64° 30' 45.2033° E PC: 11 +36.437 3915070.032 11496094.710 ° Station Equations Station Equations 2.0,+ o LUTM Chord: 74.765 Course: N 60 18 19.8620 W (AEA FLUM) Back Station Ahead Station Parameter Value Parameter Value Parameter Value Parameter Value Description Station Northing Easting -------------------------------------------------------------------------- - - - - -- -------------------------------------------------------------------------- - - - - -- RP: 3915420.425 11495730.354 Internal Station Back Station Ahead Station Internal Station S t ,• I a ]/e" 112. Length: 145.003. Course: N 54° lz' 29.7266" W Length: 29.163 Course: N 53° o8' 5o.1161" W PC: - 10 +38.974 3914426.o56 11495613392 Tangent Data Tangent Data PT: 12 +69.675 3915177.o61 11496173.416 1253.924312636959 1253.924312636959 975• 950.613092922348 947.613092914477 975• m1 �� '4I? I[tsmm] [13mIn] 9 9 Curve Point Data 3 13/16- !.-° 22 13/1B" - - - -- - - -- - - - RP. 3913888.172 11495624.539 Description PT Station Northin Eastin Descri tion PT Station Northin Easting Circular Curve Data ---------------------------------------------------- ------------------ ---- - - -- -- --------------------------------------------------- ---------------- --- ---- -- - - -- 2 T a [279 -1 Curve Point Data Curve Point Data PT: 12+ 8. 8 1 11495809-070 P g g P g g Description Station Northing Easting a4 m 3/8* m 25 3 47 39 4393.535 Start: 14 +35.124 3914523.070 114958$6.040 Start: 27 +60.255 3915435.507 11496787.728 Parameter Value Parameter Value Tangent Data Tangent Data ( 1 anml [+'xC;Kt G] Description Station Northing Easting Description Station Northing Easting Circular Curve Data End: 17 +14.502 3914746.622 11496053.600 End: 27 +80.286 3915433.4oz 11496807.649 Delta: l5 o6 o6.6504 Type: LEFT PCC: 11 +54 363 3914821.508 11495921539 Description PT Station Northing Easting Description PT Station Northing Easting A �Ihs" [35mro] a /'s- o.D, ar cKr c RP: 3915283.327 11496113.173 C)Tmml [14MM] MOTION VIEW 1/4" (Omm) DM PG 11 +20.001 3914937J31 11496054 471 PG 10 +04.163 3914616.5o1 11495950.866 Parameter Value Parameter Value Tan ent Data Tangent Data Radius: 505.500 Start: g +75,000 3915081.493 11496375.242 Start: 9 +75.000 3914484.240 11495p888.795 cap AS$ -- NEAPRENE C LSKEf 9 9 PT: 13+13-434 3914904.626 11495786.698 End: 10 +16. z 1. 10 11496342-874 End: + 8 1 8.20 11 8 SEE ASS LY RP: 391461o,029 11495818.196 RP: 3914214.811 11495649.786 Delta: 21° 14' 48.0561" Type: RIGHT Parameter Value Parameter Value Parameter Value Parameter Value Length: 133.238 Tangent: 67.007 43 39 5 7.355 9 99.3 7 39 449 4 495 68.802 DErAn C ur WseR W# c s/e x 1 1�, Circular Curve Data �� a•+�� � +as PCC: 12 +26.308 3914987.909 11495961.099 PCC! 11 +07.1o6 3914669.394 11495862.762 Radius: 538.000 Length: 279.378 Course: N 36° 52'09.8839" E Length: 20.032 Course: S 83° 58'04.7812" E Mid -Ord: 4.383 External: 4.422 Tangent Data Tangent Data S R (_) Two , s,/a" (2) au HEX = /a -IIX3 117 ss 11 Circular Curve Data Circular Curve Data : ___ _ -- -__ -__ Chordal z.8 Course: N 6 1 Parameter Value Parameter Value Parameter Value Parameter Value Parameter Value Parameter Value W P t s [� "m axon [41.1.1 PART# Drs IM Len th. l o Tan ent sob, 11 - - - -- - - -- - - - - - 3 53 3 ° 9' 47.8733" E ° (emmT- _ 'fz° (zy v s/$ FD sD oo ss 9 99 5 4 9 9 Delta: l8 13 415457" Type: RIGHT Length: 1 2 Course: N 1° 22'30-9405" W Length: z 8 Course: N ° 04'02.5488" W 1 1 /s' (aemm) VIA 1302, [13mm •g3 DIA. STAINLESS STEEL Rno aM)T �,-,,. a Parameter Value Parameter Value Parameter Value Parameter Value - - - - -- ------------ - - - - -- -------------------------- ----- -- - - - - -- ruwv w Mid -Ord: 9.zz1 External: 9.382 Curve Point Data Alignment: GRIFFEN GROVE - - 9 4 43 5 9 4.3 7 55 Delta: 1 ° 04'35.9i88" T e: LEFT Delta: 11° 6 61' Type: LEFT Radius: 500.000 -- _ -- ---------------- -------- ------- - ----- ---------------------------------------- -------------- ____ -- P1CXflARdLQGXLLKihN1LEDETAI 5 YP 44 57.4 YP Chord: Course: S 80° 33' 50.0676" E Description Station Northing Easting Description: Tangent Data _ _ 1 NUT s /+ uLx Radius: 403.999 Radius: 502.000 ------------ - - - - -- PC: 17+14-502 1 6.622 11 60 600 Description PT Station Northing Easting Length: 159.071 Tangent: 80.213 Curve Point Data Curve Point Data N4Es Z) NU 6090128E _________________ _ ______.____ _____.___..____________________ 39 474 49 S3' -___________________»____.__..________________._ __________.___.________________ t. ALL MANHOLES YATIiI# i0Q YEAR FLDODPLAIH tYi LOCATED IN AREAS SAIBJECT TO FLfXICI tTG SHALL HAVE WATERTIGHT FRAME 8 G°YFR_ f2T NUT HX ,RAY 9 /8-11 AN id -Ord: 6.313 External: 6.393 Description Station Northing Easting Description Station Northing Easting 7- ALTERNATIVE DESIGN FOR WATERTIGHT D0VER3 wLL f1E C#i51DERM. PAW# OM122a Length - io6.307 Tangent: 53.462 Length: 102.943 Tangent: 51.652 Tangent Data RP: 3913545.302 11497656.359 Station Equations Start: 12 +69.675 3915177•o61 11496173.4 ° P 9 9 P g g 1 c°wERS SHALL aS FI%Ekt r° FRAMES 4A 1H LOC>aNC LOOS OR SA4UAR FISSEYRLY, Ord. 158.401 Course: N 58 20'58,8376" W PC: 10 +16. z 1 10 12496342.874 PC: + 8 1 8,20 11 868.802 �) is3sa Lark LUO Mid -Ord: 3.492 External: 3.522 Mid -Ord: 2.636 External: 2.650 Description PT Station Northing Easting PCC: 1g +56.720 3914931.195 11496210.223 Internal Station Back Station Ahead Station End: 13 +21.259 3915222.273 114961g8.z 43 39 5 7355 9 99 3 7 39 449 4 495 TYPICAL WATERTIGHT �a-FI P" aalg&w Chord: lo&oo1 Course: N 61° 44'47-366o" W Chord: 102.762 Course: N 59° o1' 18.9392" W Start: 12 +38.478 3914393.535 11495809.070 Circular Curve Data 1058.7648go866588 1o5,8.76489o866588 975. Tangent Data RP: 3914837.042 11496126.895 RP: 3914252.257 11495697.01 LOCK Luc ASSEMBLY Tangent Data PCC: 11 +6 280 3915172-799 11496210-46o PCC: 10+ 8. 3914527-:173 11 81 106 f41ANHC7LIKK FRAME RG$ & COVER ---------------°------------------------------------------ -------- ------- - - - - -- -------------------------------------------------------- ------- ----- -- ---- - - - - -- End: 12 +68.212 39-14383-336 11495837-001 Parameter Value Parameter Value - --- -----------_----------------- ----- °------- °--------- °- ------ Parameter Value Parameter Value S• S 743 495 7• "' ° � Tan ent Data Length: 1 8 Course: N 28° 6 8z" E Description PT Station Northing Easting Circular Curve Data Circular Curve Data I4.rs Ro s•i•E Curve Point Data Curve Point Data Tangent Data Delta: o6 11 z' Type; RIGHT 9 9 S '5 4 4 ' 44.54 ...... ........... ..... . 9 S5 43• 3 YP Start: 13 +13.434 3914904.626 11499786.698. Parameter Value Parameter Value Parameter Value Parameter Value TD -26 Description Station Northing Easting Description Station Northing Easting Parameter Value Parameter Value Radius: 2003.000 Description PT Station Northing Easting Alignment: MILES & PHILLIPS ALLEYS Ehd: 13+36.436 39-1493-9.646 21495769.276 ° ° PCC: lz +z6. o8 3914987.909 1 61.0 PCC: 11 +0 .1o6 1 66 11495862-762 Len the 2 Course: S 6 ° 6' 26,0 6" E Length: z 2.218 Tangent: Start: 9 +75.000 3914949.530 11495987.553 g pelts: z4 38 54.8989" Type: LEFT Delta: 11 zo 10.0071" Type: LEFT 3 14959 99 7 39 4 9.394 g 9.734 9 5 39 9 4 9 57 Description: Tangent Data Radius: 6.000 Radius: 00.000 RP: 3915451.843 11496136.546 RP: 3915133.032 1.1496079. 979 ------------------------------------------------- ---- ------------- -------------- Mid -Ord: 66o External: 66 End: 9 +98,975 3914968.652 11496002.015 34 3 3• 3• 7 ------------------------------------------------------- ---- --- ------- ----- - - - - -- Parameter Value Parameter Value Length; 148,849 Tan ent: Length: 6 Tangent: z PT: 14 +26.850 3915094.335 11495792.738 PT: 12+74.903 3914763.991 11495725.080 Alignment: FARROW DRIVE Chord: 242.070 Course: N o° 19'01.4405" E Tangent Data 9 9 75.594 9 59.35 9 9.775 9 4 Station Equations Length: 23.003 Course: N 49° 14' o8.o648" W Mid -Ord: External: 8.162 Mid -Ord: 1. 6 External: 1. Circular Curve Data Circular Curve Data Description: ----------- _ --------- _---------------------------------------------------------- Parameter Value Parameter Value Internal Station Back Station Ahead Station ___________________ _ _ _____________ ______ ______ _ 7.974 4 7 474 Parameter Value Parameter Value Parameter Value Parameter Value ------------------------------------------------ ------------------------------° Curve Point Data Length: 23.975 Course: N 37° 05 58.4339E lobo. 1000. Chord: 147.704 Course: N 63° 41, 58.3900" W Chord: S9.259 Course: N 60° 44'07.5523" W Delta: 23' 09'56.5355" T e: RIGHT Delta: l8° 46'38,9607" T e: RIGHT Curve Point Data 975• Curve Point Data ----------------------------------------------------------------------- --- - - -- -- -------------------------------------------------------------------------------- 3 YP YP Description Station Northing Easting ------------------°---'-"-"°'-°-- -- °---'--- ° °' °-- °'-"------""""" P 9 9 --------------------------------------------------- --- --- ---- -- ------ --- --- ----- Description Station Northing Easting Radius: 496.000 Radius: 512.000 Description Station Northing Easting PCC: 1g +56.7zo 3914931.195 11496210.223 Curve Point Data Tangent Data PC: 13+36.436 39149-19.646 11495769.276 Curve Point Data Curve Point Data Length: 200.542 Tangent: 1o1.659 Length: 167.797 Tangent: 84.658 PC: 9 +00,000 3914118.006 11495554.8Oz RP: 3926658-892 3.3-494407-427 Description Station Northing Easting g Description Station Northing Easting Description Station Northing Easting P g g Description PT Station Northing Easting RP: 3914949.942 11495795.394 Mid -Ord: lo.lol External: 10.311 Mid -Ord: 6.859 External: 6.952 RP: 3914528.038 11495372.128 PCC: 24+26.883 11 6 01. 1 PC: + 8. 1 68.6 z 11 6002.01 PCC: 11 +65.280 3915172.799 11496210.46o PCC: 10 +58.743 3914527.173 11495817.1o6 4 3 49 5 75 9 9 97539 49 5 49 5 g +75,000 3914721 Chord: 199-178 Course: N 57° 42'07.o693" W Chord: i67.047 Course: N 550 30' 28.z81g" W PCC: 12+29.982 3914346.411 11 Start: .854 1:1496070-027 PT: 14 +01.444 3914977.668 11495766.562 495782.625 Circular Curve Data RP: 3914670.369 11496396.422 RP: 3915661.879 11496332.185 RP: 3915119.617 11496075.895 End: 10 +79.403 3914784.471 11495986.486 Circular Curve Data 3925298.6o5 4959 3 7 3 3924653.631 -------------------------------------------------------------------------- - - - - -- -------------------------------------------------------------------------- - - - - -- Circular Curve Data Parameter Value Parameter Value PT: 10 +57,502 3915013.137 11496039.996 PT: 24+28-336 11 8z.8 z PT: 1z +8 .62 Tan ent Data Tangent Data Parameter Value Parameter Value ° „ Tangent Data Parameter Value Parameter Value Tangent Data Circular Curve Data Circular Curve Data Circular Curve Data 9 9 9 ° Delta: to 47 17.8093 Type: LEFT Parameter Value Parameter Value Delta: 930 o6' 59.2632" Type: RIGHT Parameter Value Parameter Value Parameter Value Parameter Value Description PT Station Northing Easting Description PT Station Northing Easting Description PT Station Northing Easting Delta: 4z 07' 08.8464" Type: LEFT Radius: 2497.000 Parameter Value Parameter Value Length: 104.403 Course: N 53° 08' 50.1161" W Radius: 40.000 ° ° Start: 12 +8 62 3914653-631 13-495627-767 Start: 14 +26.850 3915094.335 11495792.738 Start: 12+74.903 3914763.991 11495725.o8o Radius: 448.883 Length: 0.16 Tangent: 2 8 Delta: o6° 46' 52.7643" Type: RIGHT Delta: zg 54 17.0380 Type: RIGHT Delta: zo 3.7'03.7544" Type: RIGHT 7 3 9 47 3 9 3S•77 ------------------------------------------------- --------------- -------------- -- Length: 65.008 Tangent: 42.237 End: 1 + 8.6 1 1 02.8 13-495576'.542 End: 15 +96.347 3915211,824 11495670.567 End: 13 +46,616 3914813.700 11495673.391 Length; 329,982 Tangent: 172.846 Mid- Ord:11.0 8 External: 11.10 Radius: 494.500 Radius: 504.000 Radius: 3 S 9 39 47 93 5 7 Mid Ord: 12.495 External: Length: 263.056 Tan Tangent: Length: 228.88o Tangent: 11 6 o Tangent Data Tangent Data Tangent Data Mid -Ord: 29.982 External: 32.128 Chord: 6 68 Course: N 8° 23"4.0925" E Length: 58.527 Tangent: 29.298 ° I, 9 9 34.597 9 9 S• 5 4 9 4 3 Chord: 58.086 Course: N oz 40 38.4331 W Parameter Value Parameter Value Parameter Value Parameter Value Parameter Value Parameter Value Chord: 322.602 Course: N 44° 55' 36.6515" E _________________________________________________ _______________________________ Mid -Ord: 0.866 External: 0.867 Mid-Ord: External: 17.663 Mid -Ord: 10.102 External: lo.z63 Length: 169.4g8 Course: N 46° 07' o8.8o15" W Length: 71.712 Course: N 46° 07'08.8015" W Chord: 58.493 Course: N 40° 29'24.8-i63" E Chord: 26o.o8o Course: N 61° 04"7.3205" W Chord: 227,686 Course: N 56° 15'40.6786" W Length: 71.o68 Course: N 46 ° 07 o8.8o15 W NOTE: HYDRANT MLST BE EQUIPPED WITH CHARLOTES- VILLE THREA05 WHICH Is ATHE LOCAL STANDARD, I 1 LENGTH OF BRANCH VARIES, 61 MIN 2'To1D 7 CU. FT. I "i s, ALVE BQ R88 STON I f 361MIN * fa. ; "'. L 5 VALVE € d n Ira ! a' TE K $' x b, 1,, , e TEE 2500 P,5.1, ., 0 , 0 BASE AND THRUST S a' az't,°.. .,sa°- BLOCK AGAINST UNDISTURBED STABLE SOIL' STEEL PI_c 3/4' THREADED RODS TO WHEN THE SOIL 15 DIST'J'.aBEO OR WHE M3AN IN ALL IWALLATIONS. A HYDRANT IS LOCATED IN A FILL, ANC -+ R RODS SHALL BE GALVANIZED THE VALVE TO - -E HYDRANT WITH 2.3/4' OR ASPHALT COATED THREADED RODS IN ADOITON TO POJRING CONCRETE. if NECESSARY, A STEEL P' >LE SHALL BE USED AS ADDITIONAL SUPPORT NOTE , 1. SURROUND WEEP HOLES iWIH GRAVEL AND KEEP FREE OR CONCRETE, 2. MAINTAIN A 3' MIN, COVER FROM THE MAIN TO THE FIRE HYDRANT INCLUDING DITCHES ) 3. FINISHED GRADE HALL SLOPE AWAY ; -AO/. THE FIRE HYDRANT AND VALVE BOX„ 4. THE GATE VALV : - 15 ALXWED IN SHOU_.DER GA BEHIND THE DITCH" '`T 15 NOT ALLOWED IN 71-E DITCH, 5, FIRE HYDRANT$ SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE A30VF THE PREVAILNa CR'J'JNDdlATaR ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHAL_ BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.5, FG, W -4 I?7 - r w J 1 3000 ;SI CONC. BASE BENCH SLOPED TO FLOW �. CHANNEL 1/4' : V MIN ,�*- r� " N. ! �..s $ BRANCH 12' t . 141-1" / 4 §,�� j ` 21 . A 4 f:�/ � ; FLEXIBLE CONNECTIO NOTE: . W17H' STAINL ESS STEEL ALL CONNECT CINS TO BAD I EXISTING MANHOLES SHALL I- B E CO ED AND A LEXI B LE . 0 CONNECTION n 800T ° INSTALI__D Q TYPICAL MANHOLE PLAN SHOWING BRANCH TIE - IN 1 NTS FIG, S -1 -B TD- 23 Z "'C �v , PLAC= V GALVANIZED ' WITNESS ' POST V41TH CA ?PFD ENDS PAINTED BLUE IN REMOTE AREAS a AS DIRECTED. MARKER LOCATION MAY BE SU13JEC C TO HIGHWAY DEPARTMiENT APPROVAL. FiVISHED GRADE 11 I i ADJUSTABLE VALVE BOX 1N1 LID I / )J r,_1 =:::-_ M.J. GAr VALVE wa-ftm I LINE 2500 P,S,I. CONCRETE 'V 4 2'x 2' BEAR'NGARSA. THRUST BLOC ,8 V A 4 A 11 16 NOTE I IN REMOTE AREAS, VALV= BOXES .SHALL EXTEND SIX (6) NCHES A30VE GRA TYPICAL GATE VALVE NTS FIG, W -S TD -8 FRAM^ & COVER SEE FIG, S•I -D, E //__ STREET SJRFACE OR NON- PAVED AREA SLOPED AREA ° RU38ER COATED ST'.-EL STEPS 11.04 MAX CAST IN Pi -ACE PRECAST REINFORCED CONCRETE A AAI SECTIONS WITH I 'o' RING SEALS OR APPROVED EQUAL V- o" MIN s THE DROP CONNECTION SHALL BE 4 DUCTILE IRON PIPE (CLASS 30,' SORROW " 51 BACKFILLED A 6' LAYERS AND COMPACT =D BY HAND TAMPERS OR 12 INS BACKFILLED WITH SELF- COMPACTING 15' MAX STONE„ 5` A MINIMUM ELEVATION DIFFERENCE 12'MIN 12'MIN ACROSS WH, FROM INLET TO VARIE A OUT? ET SHALL B'= 0,20 FEET a A FILLET €D INVERT FOR A SIMOOTH a TRANSITION OF FLOW BETWEEN y INLET & OLILET PIPE SHALL BE a ? A PROVIDED, 12.' 11 a A 0' A , yt s 3/4 DIA OF LARGEST PIPE IN MANHOLE: ►1"' 6' BEDDING WITH NO, 68 STONE NOTES: 1. BEDDING THICANESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BF SP:CIFICAL LY DETERMINED BY THE CONSULTANT FOR THE SAIL CONDITIONS. 2, '"HE CONSULTANT SHALL OETERVJN. WHETHER MANHOLES SHALL HAVE EXTENDED OR NON- EXTENDED BASES, 3. ALL JOINTS, LIFT HOLES, INL =•-S, DUVETS TO BE SEALED & GROUTED INSIDE AND OUT. 4, SPECIAL CONSIDERATION 51-ALL BE GIVEN FOR ENTRANCE DESIGN ON SEWERS WITH STEEP SLO ?;5. TYPICAL MANHOLE WITH DROP CONNECTION NTS FIG. 5 -1 -C TD - 2.4 IU7:,5 I' COMPRESSION x 3/4' MALE PIPE COUPLING OR APPROVED EQUAL [SAE'. :& �:OV :EPT, . 1. ❑(D M w . (SP F Firs :, ;. I._ >D E) '' 1. FINISHED GRADE T-+ SOFT COPPER . I. FOR USE ON ATTACHED SINGLE FAMILY STREET 1­ $. (. RFACE..OR RESIDENTIAL SERVICES OR DUAL RESIDENTIAL -1 AND IRRIGATION SERVICES. 1. NO PAVED A PEA I'xt'xl' TEE 4 SL.0 ECG AREA AIR RELEASE VALVE A NOTE: Z4:. t. I 4 {� T� t 5 � DUAL SERVICE V COMPRESSION x 3/4' MALE PIPE COUPLING 1` t7' MAX OR APPROVED EQUAL BRASS OR BRONZE PIPE OE GATE " TYPE 'K• J 11 lE _ c I Q , � (n O o y� F- ❑ Qj r� z O Z f�=` FOR USE ON DETACHED SINGLE FAMILY O I RESIDENTIAL SERVICE WHERE AN IRRIGATION p,qI Tp BADE IF POSSIBL H - METER IS NOT PROVIDED. (9 RiJB;E3ER GC>ATEQ STEEL S... EIS AS. II k €�. A� : E °, , 3' pi'r MIN :. SINGLE SERVICE I` NOTE: PIECAT..E�EINF'R� E> >` I t ' F CAST IRON LID cC I.� �FT�_ �F T10N i z�n�irl :.. 10,_ 151\ LOC KWING METER 111 "O': RING EAL 's a� . 1:6 "` MAX:' BLOKE OUTLET) MI(MUtu1 ELf .. Y. A T ICiN > 35' MIN. COPPERSETTER 1/4 BEND COUPLIN G-\ SOLI CEIAPENT (IF REQUIRED) e DIFFERENCE ACROS EVi H S . :'. . , wF .` .'. BRICK AS RUSHED STONE NECESSARY . Fttl 1�ILE;T TOUTtET . TYPICAL SERVICE LATERAL INSTALLATION NTS FEET SrIALL 83E;0 2 FIG. W-6 TD -9 b �p� K COPPER- SOFfi . . . . . . . . . , . . ­ w . .. D..0t .,.SIT t LO? OIICRET .. . VARIES , KHaNNE L 10 B:E FILL ET S . .* CORPORATION STOP ? /4'QkAMETCF{ ;tl . . ),.; 1. . . . Cc�NTRIBIJTING --r� I , , . SEWER.: ,, � � I . :.. a A * . . 'd. I ?, A FILLETED INVERT FORA SMOOTH... 4 v .: % .I TRANSITIOPI 00:FLOW >;8,ETWE. � I .. . . . . INL ET C 0 TLETF PIPE 5h.ALL 13E . . . I I RC)VIQE€] ,: .; .. MIN C" :BE -QING . NOTES: . . . �QTE W I NCB.' ?B SToNE ., R PR N N R TH R ST ON l.1Q C APPROVED 1 APR ST MANHOLE CONE AND COVE WI MATE CAST 3 � )1 W!N 15'M N 1>nUM AN'D �I°tALL B.E.. r r - I 1 I ' 1 7 TH.. I S F(EQ[..REAA- . �HC }. I I EQUAL, SHALL BE USED, I bJ . f. . T " T: Oht ULTAN F .. .O I...h1 �PEC.IrI�AtLY OE ER>�+ I EL7 8 HE �. T [T .,41L C NDIT Ci � 2) FOR WATERLINES SMALLER THAN 12" USE A 1- A,R.V, AND FITTINGS. FOR WATER - - . b I. ' R. =F HI ES S:I1ALt;HAVE,, 2 Tt4F C( IISUt - ANT.'J ILL DETER" MIN. WH.! >.,HE1�. MAhI L LINES 12 AND LARGER USE 2 A.R.V. AND FITTINGS, XTctNDEt� QR:.'I'„ION.t'E:XTEIJM 6'A.S1 5 ... I . 3) IN SITUATIONS WHERE THE A.R.V. ASSEMBLY CANNOT BE OFFSET FROM THE MAINZ AN : 3 �. � - , :r- ., : :. :& .� t!LL )`.i }TIT LIFT HALE �, 1FlLETS.I ETS TO BE SEA,LEI aR ©±Ji EI ADEQUATE FOUNDAT)ON SHALL BE INSTALLED 80 THE MATER LINE DOES NOT SUPPORT ,,, ....... :.,.. . THE MANHOLE CONE, ... I. ;b > .. .BUT T1'PI AL ; ANH4L KTION AIR RELEASE VALVE (ARV I I . SHOVVING` BRANCH TIE IN I . NTS .. hLT.S .,. . FIG, W -8 FIB: S - I ,; q: ... ... . , . ... T) 2. 1 :. TD °17 24 8'M. N . EMAEQ.MENI!T SPRING LINE OF PIPE �. � :. NCI, n ST(IPIE: R1MAINiNG BACKFILL ,HALL N�}O,FT'�}�y.+ CONTAIN ROCK �t MATERIAL. I.ASt', 01 THAN •iV ,TTY ANY DRAENSION INTV L BAC :KFILL' ViEIOROUGHLY COMPACTED Y .HAND- OR APP :ROVED NiEE HANICAL TAMPER BEDDING 4' max '' min FEJiJ;0# 4TICiN (SHALL RE REQUIRED. WHEN 5011: h CC)NDIIICINS ARE UNSTABLE NOTE 1. OPEN CLITS IN RAVED AREAS WITHIN EXISTING VDQT' . RIGI.IT -OF-WAY SHALL BE B..I -I .WITH' NO, ASTON, AC. F LLl ii ENTIRELY .I . ?_I'OR DUCTIL;r 111ON PIPE THE BOTTOM OF' THE TRENCH' SHALL. BIT SCRAPER AND :COMPACTED, AND ALL STOiN'E5 REMOVED OR A 4' BEDDING Or W. 68 STONE SNAI:I., BE pROVIDI"IO 3 WH.E. :RE R(-)CK IS EN* ZOUNTERE.D P1. RE $HALL BE. INSTALLtb ON A MI11Ir10M 6!" BEDDING NO, 6e, STONt "T CLA5:5 1 S` MIN. RIPRAP ,TYPO 2 O' , �:±-S. �: � i A . 6, PI?I 5" 6' VDOT 10 1 cO.D. :,, STONE BEDDING PIPE 0, 0.D. 12, SECTION A - A CONCRETE ENCASEMENT NOT TO SCALE LENGTH (VARIES) "HATCH EXISTi14G PROFILE I EXCEPT' 'WHERE SLOPE OF Z tv?.4X. BARK EXCEEDS F TO 1 1 A �- .,. - 11 `' . / 1. - 3.7' N1 N. : 1 ( � , UNDISTURBED MATERIAL Itp., A ELEVATION NOTES: 1. WHERE LESS THAN 3' OF COVER 15 AVAILABLE BELDVI STREAMBED. C.UNCRETE ENCASEMENT VALL RE Rl_Q (RED_ 2. WHEN BEE)ROCK 15 ENCOUN7ERED A:40 CUVER EQUALS OR EXCEEDS 3', THE TRFMCH SHALL BE 5ACKFLLED WITH COMPACTED 21.A STORE AND TOPPED IsVITP3 18- OF VOOT CLASS T RIPRAP.. SEWER TYPICAL STREAM CROSSING . FIG, S - ? . :< . . 2 • FIG ~ - 7 .. .< �; 11 TD $ TD 32 TG: 27 ROAD & ALLEY CENTERLINE ALIGNMENT DATA Alignment: BARNETT STREET Alignment: COLBERT STREET Alignment: DABNEY GROVE Curve Point Data CCurve Point Data Curve Point Data Tangent Data Tangent Data (k) I, US-3 DA HN.E9 1 T/2• Description: Description: Description: Description Station Northing Easting Description Station Northing Easting Tangent Data Description PT Station Northing Easting Description PT Station Northing Easting qu F � rE.IW4 I11A 2'7 1/2.0- E1.4 p P P P 9 9 P 9 9 9 Description Station Northing Easting P g g P g g BOLT ce�a.E (r�umml ____ _ _ _ ion No h•n Eastin Start: 1 +ol. 1 .668 11 66. 62 Start: 1 +28. 6 3915298.6o5 11 5982.832 o 0 2s T 1471A 3924346-411 T" - - - -- - - -- - - -- - - - - - - PCC, 12 +29.982 3914346.411 11495782.625 PCC. z4 +26.883 3915299.179 11496501.751 Descnptlon PT Stat rt I g 9 PC: lo+ 4 444 39 4977 4957 5 4 33 49 / 79.403 3914784.471 11495986.486 [687mm] �II C [778 -1 Station Equations Station Equations Tangent Data RP: 3913981.486 114966o8.602 RP: 3915134.184 11496755.888 Start: so +57.502 3915013.137 11496039.996 RP: 1 20 11 8o6. 61 End: 20 +50.000 3915445.136 11496216.117 End: 15 +72.258 3915398.366 11495879.095 -- 39 4544.4 495 5 Internal Station Back Station Ahead Station Internal Station Back Station Ahead Station Description PT Station Northing Easting PT: 14 +35.124 3914523.070 11495886.040 PT: 27 +6o.255 3915435.507 11496787.728 End: 11 +36.437 3915070.032 11496094.710 PCC: 11 +54.363 3914821.5o8 11495921.539 Tangent Data Tangent Data 24- I 1105.254303141825 1105.254303141825 975• 403.38439342547 401.1390648g1615 975. Start: 9 +75,000 3914424.731 11495549.432 Circular Curve Data Circular Curve Data Tangent Data Circular Curve. Data Parameter Value Parameter Value Parameter Value Parameter Value I- - [� ��]-- - -- i -------------------------------------------------------------------------- - - - - -- -------------------------------------------------- ------------- --------- --- - -- -- End: 10 +38.974 3914426.o56 11495613.392 Parameter Value Parameter Value Parameter Value Parameter Value � Parameter Value Parameter Value Parameter Value Parameter Value Length: 648.556 Course: N 43° 52' 51.1984" E Length: '143.922 Course: N 46° 07' o8.8o15" W 2B 7/16- NA , Tangent Data Tangent Data Tangent Data Delta: l3° 00' 59.0998" Type: RIGHT Delta: 63° oz' 20.o31o" Type: RIGHT Length: 78.934 Course: N 430 52'5-1.i.988" E ° , „ -------------------------------------------------------------------------- - - - - -- ------------------------------------------------------------------------- - - - - -- 1722MMI � [tdmm] Delta: l4 18 59.5102 Type: LEFT Alignment SHELTON STREET Alignment: SPEARS ALLEY M" I1A ` A 2V Description PT Station Northing Fasting Description PT Station Northing Easting Parameter Value Parameter Value Radius: 903.000 Radius: 303.000 _ _ °_'_ " -" Radius: 2 6 g s o o [4,,",m] [esomm Start: 9 +75.000 3914852.929 1149617z.o88 Start: 9 +75.000 3914599.010 11495974.202 Len the 6 . Course: N 88° 8' 0 E Length: 20 1 Tangent: to .03. Length: 2 Tangent: 820 Curve Point Data 99'99 Description: Description: 13/1a' EMM 9 3974 4 45.9 43' 9 5. 43 9 3 5 9 333.37 9 5• Length:74.g6oTangent:37.676 ______ y C 1 End: 11 +20.0013 914937.731 11496054.471 End: 10 +04.163 3914616.501 11495950.866 Mid -Ord: 83. External: 8 Mid -Ord: 44.704 External: 52.441 Description Station Northing Easting -- - - - -- - - -- - - 12,1.1 -] j ---------------------------°---------------------- ---- ----- ----- ---- --- --- -- - -- 5. 9 5. 57 Mid -Ord: 2,338 External: 2.357 Tangent Data Tangent Data Curve Point Data Chord: 204.702 Course: N 30° 20' 40.3340" E Chord: 316.810 Course: N 64° 30' 45.2033° E PC: 11 +36.437 3915070.032 11496094.710 ° Station Equations Station Equations 2.0,+ o LUTM Chord: 74.765 Course: N 60 18 19.8620 W (AEA FLUM) Back Station Ahead Station Parameter Value Parameter Value Parameter Value Parameter Value Description Station Northing Easting -------------------------------------------------------------------------- - - - - -- -------------------------------------------------------------------------- - - - - -- RP: 3915420.425 11495730.354 Internal Station Back Station Ahead Station Internal Station S t ,• I a ]/e" 112. Length: 145.003. Course: N 54° lz' 29.7266" W Length: 29.163 Course: N 53° o8' 5o.1161" W PC: - 10 +38.974 3914426.o56 11495613392 Tangent Data Tangent Data PT: 12 +69.675 3915177.o61 11496173.416 1253.924312636959 1253.924312636959 975• 950.613092922348 947.613092914477 975• m1 �� '4I? I[tsmm] [13mIn] 9 9 Curve Point Data 3 13/16- !.-° 22 13/1B" - - - -- - - -- - - - RP. 3913888.172 11495624.539 Description PT Station Northin Eastin Descri tion PT Station Northin Easting Circular Curve Data ---------------------------------------------------- ------------------ ---- - - -- -- --------------------------------------------------- ---------------- --- ---- -- - - -- 2 T a [279 -1 Curve Point Data Curve Point Data PT: 12+ 8. 8 1 11495809-070 P g g P g g Description Station Northing Easting a4 m 3/8* m 25 3 47 39 4393.535 Start: 14 +35.124 3914523.070 114958$6.040 Start: 27 +60.255 3915435.507 11496787.728 Parameter Value Parameter Value Tangent Data Tangent Data ( 1 anml [+'xC;Kt G] Description Station Northing Easting Description Station Northing Easting Circular Curve Data End: 17 +14.502 3914746.622 11496053.600 End: 27 +80.286 3915433.4oz 11496807.649 Delta: l5 o6 o6.6504 Type: LEFT PCC: 11 +54 363 3914821.508 11495921539 Description PT Station Northing Easting Description PT Station Northing Easting A �Ihs" [35mro] a /'s- o.D, ar cKr c RP: 3915283.327 11496113.173 C)Tmml [14MM] MOTION VIEW 1/4" (Omm) DM PG 11 +20.001 3914937J31 11496054 471 PG 10 +04.163 3914616.5o1 11495950.866 Parameter Value Parameter Value Tan ent Data Tangent Data Radius: 505.500 Start: g +75,000 3915081.493 11496375.242 Start: 9 +75.000 3914484.240 11495p888.795 cap AS$ -- NEAPRENE C LSKEf 9 9 PT: 13+13-434 3914904.626 11495786.698 End: 10 +16. z 1. 10 11496342-874 End: + 8 1 8.20 11 8 SEE ASS LY RP: 391461o,029 11495818.196 RP: 3914214.811 11495649.786 Delta: 21° 14' 48.0561" Type: RIGHT Parameter Value Parameter Value Parameter Value Parameter Value Length: 133.238 Tangent: 67.007 43 39 5 7.355 9 99.3 7 39 449 4 495 68.802 DErAn C ur WseR W# c s/e x 1 1�, Circular Curve Data �� a•+�� � +as PCC: 12 +26.308 3914987.909 11495961.099 PCC! 11 +07.1o6 3914669.394 11495862.762 Radius: 538.000 Length: 279.378 Course: N 36° 52'09.8839" E Length: 20.032 Course: S 83° 58'04.7812" E Mid -Ord: 4.383 External: 4.422 Tangent Data Tangent Data S R (_) Two , s,/a" (2) au HEX = /a -IIX3 117 ss 11 Circular Curve Data Circular Curve Data : ___ _ -- -__ -__ Chordal z.8 Course: N 6 1 Parameter Value Parameter Value Parameter Value Parameter Value Parameter Value Parameter Value W P t s [� "m axon [41.1.1 PART# Drs IM Len th. l o Tan ent sob, 11 - - - -- - - -- - - - - - 3 53 3 ° 9' 47.8733" E ° (emmT- _ 'fz° (zy v s/$ FD sD oo ss 9 99 5 4 9 9 Delta: l8 13 415457" Type: RIGHT Length: 1 2 Course: N 1° 22'30-9405" W Length: z 8 Course: N ° 04'02.5488" W 1 1 /s' (aemm) VIA 1302, [13mm •g3 DIA. STAINLESS STEEL Rno aM)T �,-,,. a Parameter Value Parameter Value Parameter Value Parameter Value - - - - -- ------------ - - - - -- -------------------------- ----- -- - - - - -- ruwv w Mid -Ord: 9.zz1 External: 9.382 Curve Point Data Alignment: GRIFFEN GROVE - - 9 4 43 5 9 4.3 7 55 Delta: 1 ° 04'35.9i88" T e: LEFT Delta: 11° 6 61' Type: LEFT Radius: 500.000 -- _ -- ---------------- -------- ------- - ----- ---------------------------------------- -------------- ____ -- P1CXflARdLQGXLLKihN1LEDETAI 5 YP 44 57.4 YP Chord: Course: S 80° 33' 50.0676" E Description Station Northing Easting Description: Tangent Data _ _ 1 NUT s /+ uLx Radius: 403.999 Radius: 502.000 ------------ - - - - -- PC: 17+14-502 1 6.622 11 60 600 Description PT Station Northing Easting Length: 159.071 Tangent: 80.213 Curve Point Data Curve Point Data N4Es Z) NU 6090128E _________________ _ ______.____ _____.___..____________________ 39 474 49 S3' -___________________»____.__..________________._ __________.___.________________ t. ALL MANHOLES YATIiI# i0Q YEAR FLDODPLAIH tYi LOCATED IN AREAS SAIBJECT TO FLfXICI tTG SHALL HAVE WATERTIGHT FRAME 8 G°YFR_ f2T NUT HX ,RAY 9 /8-11 AN id -Ord: 6.313 External: 6.393 Description Station Northing Easting Description Station Northing Easting 7- ALTERNATIVE DESIGN FOR WATERTIGHT D0VER3 wLL f1E C#i51DERM. PAW# OM122a Length - io6.307 Tangent: 53.462 Length: 102.943 Tangent: 51.652 Tangent Data RP: 3913545.302 11497656.359 Station Equations Start: 12 +69.675 3915177•o61 11496173.4 ° P 9 9 P g g 1 c°wERS SHALL aS FI%Ekt r° FRAMES 4A 1H LOC>aNC LOOS OR SA4UAR FISSEYRLY, Ord. 158.401 Course: N 58 20'58,8376" W PC: 10 +16. z 1 10 12496342.874 PC: + 8 1 8,20 11 868.802 �) is3sa Lark LUO Mid -Ord: 3.492 External: 3.522 Mid -Ord: 2.636 External: 2.650 Description PT Station Northing Easting PCC: 1g +56.720 3914931.195 11496210.223 Internal Station Back Station Ahead Station End: 13 +21.259 3915222.273 114961g8.z 43 39 5 7355 9 99 3 7 39 449 4 495 TYPICAL WATERTIGHT �a-FI P" aalg&w Chord: lo&oo1 Course: N 61° 44'47-366o" W Chord: 102.762 Course: N 59° o1' 18.9392" W Start: 12 +38.478 3914393.535 11495809.070 Circular Curve Data 1058.7648go866588 1o5,8.76489o866588 975. Tangent Data RP: 3914837.042 11496126.895 RP: 3914252.257 11495697.01 LOCK Luc ASSEMBLY Tangent Data PCC: 11 +6 280 3915172-799 11496210-46o PCC: 10+ 8. 3914527-:173 11 81 106 f41ANHC7LIKK FRAME RG$ & COVER ---------------°------------------------------------------ -------- ------- - - - - -- -------------------------------------------------------- ------- ----- -- ---- - - - - -- End: 12 +68.212 39-14383-336 11495837-001 Parameter Value Parameter Value - --- -----------_----------------- ----- °------- °--------- °- ------ Parameter Value Parameter Value S• S 743 495 7• "' ° � Tan ent Data Length: 1 8 Course: N 28° 6 8z" E Description PT Station Northing Easting Circular Curve Data Circular Curve Data I4.rs Ro s•i•E Curve Point Data Curve Point Data Tangent Data Delta: o6 11 z' Type; RIGHT 9 9 S '5 4 4 ' 44.54 ...... ........... ..... . 9 S5 43• 3 YP Start: 13 +13.434 3914904.626 11499786.698. Parameter Value Parameter Value Parameter Value Parameter Value TD -26 Description Station Northing Easting Description Station Northing Easting Parameter Value Parameter Value Radius: 2003.000 Description PT Station Northing Easting Alignment: MILES & PHILLIPS ALLEYS Ehd: 13+36.436 39-1493-9.646 21495769.276 ° ° PCC: lz +z6. o8 3914987.909 1 61.0 PCC: 11 +0 .1o6 1 66 11495862-762 Len the 2 Course: S 6 ° 6' 26,0 6" E Length: z 2.218 Tangent: Start: 9 +75.000 3914949.530 11495987.553 g pelts: z4 38 54.8989" Type: LEFT Delta: 11 zo 10.0071" Type: LEFT 3 14959 99 7 39 4 9.394 g 9.734 9 5 39 9 4 9 57 Description: Tangent Data Radius: 6.000 Radius: 00.000 RP: 3915451.843 11496136.546 RP: 3915133.032 1.1496079. 979 ------------------------------------------------- ---- ------------- -------------- Mid -Ord: 66o External: 66 End: 9 +98,975 3914968.652 11496002.015 34 3 3• 3• 7 ------------------------------------------------------- ---- --- ------- ----- - - - - -- Parameter Value Parameter Value Length; 148,849 Tan ent: Length: 6 Tangent: z PT: 14 +26.850 3915094.335 11495792.738 PT: 12+74.903 3914763.991 11495725.080 Alignment: FARROW DRIVE Chord: 242.070 Course: N o° 19'01.4405" E Tangent Data 9 9 75.594 9 59.35 9 9.775 9 4 Station Equations Length: 23.003 Course: N 49° 14' o8.o648" W Mid -Ord: External: 8.162 Mid -Ord: 1. 6 External: 1. Circular Curve Data Circular Curve Data Description: ----------- _ --------- _---------------------------------------------------------- Parameter Value Parameter Value Internal Station Back Station Ahead Station ___________________ _ _ _____________ ______ ______ _ 7.974 4 7 474 Parameter Value Parameter Value Parameter Value Parameter Value ------------------------------------------------ ------------------------------° Curve Point Data Length: 23.975 Course: N 37° 05 58.4339E lobo. 1000. Chord: 147.704 Course: N 63° 41, 58.3900" W Chord: S9.259 Course: N 60° 44'07.5523" W Delta: 23' 09'56.5355" T e: RIGHT Delta: l8° 46'38,9607" T e: RIGHT Curve Point Data 975• Curve Point Data ----------------------------------------------------------------------- --- - - -- -- -------------------------------------------------------------------------------- 3 YP YP Description Station Northing Easting ------------------°---'-"-"°'-°-- -- °---'--- ° °' °-- °'-"------""""" P 9 9 --------------------------------------------------- --- --- ---- -- ------ --- --- ----- Description Station Northing Easting Radius: 496.000 Radius: 512.000 Description Station Northing Easting PCC: 1g +56.7zo 3914931.195 11496210.223 Curve Point Data Tangent Data PC: 13+36.436 39149-19.646 11495769.276 Curve Point Data Curve Point Data Length: 200.542 Tangent: 1o1.659 Length: 167.797 Tangent: 84.658 PC: 9 +00,000 3914118.006 11495554.8Oz RP: 3926658-892 3.3-494407-427 Description Station Northing Easting g Description Station Northing Easting Description Station Northing Easting P g g Description PT Station Northing Easting RP: 3914949.942 11495795.394 Mid -Ord: lo.lol External: 10.311 Mid -Ord: 6.859 External: 6.952 RP: 3914528.038 11495372.128 PCC: 24+26.883 11 6 01. 1 PC: + 8. 1 68.6 z 11 6002.01 PCC: 11 +65.280 3915172.799 11496210.46o PCC: 10 +58.743 3914527.173 11495817.1o6 4 3 49 5 75 9 9 97539 49 5 49 5 g +75,000 3914721 Chord: 199-178 Course: N 57° 42'07.o693" W Chord: i67.047 Course: N 550 30' 28.z81g" W PCC: 12+29.982 3914346.411 11 Start: .854 1:1496070-027 PT: 14 +01.444 3914977.668 11495766.562 495782.625 Circular Curve Data RP: 3914670.369 11496396.422 RP: 3915661.879 11496332.185 RP: 3915119.617 11496075.895 End: 10 +79.403 3914784.471 11495986.486 Circular Curve Data 3925298.6o5 4959 3 7 3 3924653.631 -------------------------------------------------------------------------- - - - - -- -------------------------------------------------------------------------- - - - - -- Circular Curve Data Parameter Value Parameter Value PT: 10 +57,502 3915013.137 11496039.996 PT: 24+28-336 11 8z.8 z PT: 1z +8 .62 Tan ent Data Tangent Data Parameter Value Parameter Value ° „ Tangent Data Parameter Value Parameter Value Tangent Data Circular Curve Data Circular Curve Data Circular Curve Data 9 9 9 ° Delta: to 47 17.8093 Type: LEFT Parameter Value Parameter Value Delta: 930 o6' 59.2632" Type: RIGHT Parameter Value Parameter Value Parameter Value Parameter Value Description PT Station Northing Easting Description PT Station Northing Easting Description PT Station Northing Easting Delta: 4z 07' 08.8464" Type: LEFT Radius: 2497.000 Parameter Value Parameter Value Length: 104.403 Course: N 53° 08' 50.1161" W Radius: 40.000 ° ° Start: 12 +8 62 3914653-631 13-495627-767 Start: 14 +26.850 3915094.335 11495792.738 Start: 12+74.903 3914763.991 11495725.o8o Radius: 448.883 Length: 0.16 Tangent: 2 8 Delta: o6° 46' 52.7643" Type: RIGHT Delta: zg 54 17.0380 Type: RIGHT Delta: zo 3.7'03.7544" Type: RIGHT 7 3 9 47 3 9 3S•77 ------------------------------------------------- --------------- -------------- -- Length: 65.008 Tangent: 42.237 End: 1 + 8.6 1 1 02.8 13-495576'.542 End: 15 +96.347 3915211,824 11495670.567 End: 13 +46,616 3914813.700 11495673.391 Length; 329,982 Tangent: 172.846 Mid- Ord:11.0 8 External: 11.10 Radius: 494.500 Radius: 504.000 Radius: 3 S 9 39 47 93 5 7 Mid Ord: 12.495 External: Length: 263.056 Tan Tangent: Length: 228.88o Tangent: 11 6 o Tangent Data Tangent Data Tangent Data Mid -Ord: 29.982 External: 32.128 Chord: 6 68 Course: N 8° 23"4.0925" E Length: 58.527 Tangent: 29.298 ° I, 9 9 34.597 9 9 S• 5 4 9 4 3 Chord: 58.086 Course: N oz 40 38.4331 W Parameter Value Parameter Value Parameter Value Parameter Value Parameter Value Parameter Value Chord: 322.602 Course: N 44° 55' 36.6515" E _________________________________________________ _______________________________ Mid -Ord: 0.866 External: 0.867 Mid-Ord: External: 17.663 Mid -Ord: 10.102 External: lo.z63 Length: 169.4g8 Course: N 46° 07' o8.8o15" W Length: 71.712 Course: N 46° 07'08.8015" W Chord: 58.493 Course: N 40° 29'24.8-i63" E Chord: 26o.o8o Course: N 61° 04"7.3205" W Chord: 227,686 Course: N 56° 15'40.6786" W Length: 71.o68 Course: N 46 ° 07 o8.8o15 W NOTE: HYDRANT MLST BE EQUIPPED WITH CHARLOTES- VILLE THREA05 WHICH Is ATHE LOCAL STANDARD, I 1 LENGTH OF BRANCH VARIES, 61 MIN 2'To1D 7 CU. FT. I "i s, ALVE BQ R88 STON I f 361MIN * fa. ; "'. L 5 VALVE € d n Ira ! a' TE K $' x b, 1,, , e TEE 2500 P,5.1, ., 0 , 0 BASE AND THRUST S a' az't,°.. .,sa°- BLOCK AGAINST UNDISTURBED STABLE SOIL' STEEL PI_c 3/4' THREADED RODS TO WHEN THE SOIL 15 DIST'J'.aBEO OR WHE M3AN IN ALL IWALLATIONS. A HYDRANT IS LOCATED IN A FILL, ANC -+ R RODS SHALL BE GALVANIZED THE VALVE TO - -E HYDRANT WITH 2.3/4' OR ASPHALT COATED THREADED RODS IN ADOITON TO POJRING CONCRETE. if NECESSARY, A STEEL P' >LE SHALL BE USED AS ADDITIONAL SUPPORT NOTE , 1. SURROUND WEEP HOLES iWIH GRAVEL AND KEEP FREE OR CONCRETE, 2. MAINTAIN A 3' MIN, COVER FROM THE MAIN TO THE FIRE HYDRANT INCLUDING DITCHES ) 3. FINISHED GRADE HALL SLOPE AWAY ; -AO/. THE FIRE HYDRANT AND VALVE BOX„ 4. THE GATE VALV : - 15 ALXWED IN SHOU_.DER GA BEHIND THE DITCH" '`T 15 NOT ALLOWED IN 71-E DITCH, 5, FIRE HYDRANT$ SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE A30VF THE PREVAILNa CR'J'JNDdlATaR ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHAL_ BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.5, FG, W -4 I?7 - r w J 1 3000 ;SI CONC. BASE BENCH SLOPED TO FLOW �. CHANNEL 1/4' : V MIN ,�*- r� " N. ! �..s $ BRANCH 12' t . 141-1" / 4 §,�� j ` 21 . A 4 f:�/ � ; FLEXIBLE CONNECTIO NOTE: . W17H' STAINL ESS STEEL ALL CONNECT CINS TO BAD I EXISTING MANHOLES SHALL I- B E CO ED AND A LEXI B LE . 0 CONNECTION n 800T ° INSTALI__D Q TYPICAL MANHOLE PLAN SHOWING BRANCH TIE - IN 1 NTS FIG, S -1 -B TD- 23 Z "'C �v , PLAC= V GALVANIZED ' WITNESS ' POST V41TH CA ?PFD ENDS PAINTED BLUE IN REMOTE AREAS a AS DIRECTED. MARKER LOCATION MAY BE SU13JEC C TO HIGHWAY DEPARTMiENT APPROVAL. FiVISHED GRADE 11 I i ADJUSTABLE VALVE BOX 1N1 LID I / )J r,_1 =:::-_ M.J. GAr VALVE wa-ftm I LINE 2500 P,S,I. CONCRETE 'V 4 2'x 2' BEAR'NGARSA. THRUST BLOC ,8 V A 4 A 11 16 NOTE I IN REMOTE AREAS, VALV= BOXES .SHALL EXTEND SIX (6) NCHES A30VE GRA TYPICAL GATE VALVE NTS FIG, W -S TD -8 FRAM^ & COVER SEE FIG, S•I -D, E //__ STREET SJRFACE OR NON- PAVED AREA SLOPED AREA ° RU38ER COATED ST'.-EL STEPS 11.04 MAX CAST IN Pi -ACE PRECAST REINFORCED CONCRETE A AAI SECTIONS WITH I 'o' RING SEALS OR APPROVED EQUAL V- o" MIN s THE DROP CONNECTION SHALL BE 4 DUCTILE IRON PIPE (CLASS 30,' SORROW " 51 BACKFILLED A 6' LAYERS AND COMPACT =D BY HAND TAMPERS OR 12 INS BACKFILLED WITH SELF- COMPACTING 15' MAX STONE„ 5` A MINIMUM ELEVATION DIFFERENCE 12'MIN 12'MIN ACROSS WH, FROM INLET TO VARIE A OUT? ET SHALL B'= 0,20 FEET a A FILLET €D INVERT FOR A SIMOOTH a TRANSITION OF FLOW BETWEEN y INLET & OLILET PIPE SHALL BE a ? A PROVIDED, 12.' 11 a A 0' A , yt s 3/4 DIA OF LARGEST PIPE IN MANHOLE: ►1"' 6' BEDDING WITH NO, 68 STONE NOTES: 1. BEDDING THICANESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BF SP:CIFICAL LY DETERMINED BY THE CONSULTANT FOR THE SAIL CONDITIONS. 2, '"HE CONSULTANT SHALL OETERVJN. WHETHER MANHOLES SHALL HAVE EXTENDED OR NON- EXTENDED BASES, 3. ALL JOINTS, LIFT HOLES, INL =•-S, DUVETS TO BE SEALED & GROUTED INSIDE AND OUT. 4, SPECIAL CONSIDERATION 51-ALL BE GIVEN FOR ENTRANCE DESIGN ON SEWERS WITH STEEP SLO ?;5. TYPICAL MANHOLE WITH DROP CONNECTION NTS FIG. 5 -1 -C TD - 2.4 ) I kj If 11:1 ill i � - - P ., ' iN� k P 7 ^ g'9 tea, g^g m y W bi I w 9 3: E I o P .'r 4` I� W', � _ 7 �,'' am� ss39 P fifes :.QQ P� d - T;V I __ ) 9 P P P 'a rt wi N P L 0 Q ,q- I TYPICAL MANHOLE FRAME & COVER N.TA FIG B-1 -O . I FM STAINLESS, LLC, OR EQUIVALENT t+. ` STAINLESS STEEL STANCHION SADDLE SUPPORT (ITEM #59 C 8) - San. S3Vi(er; 11 MATERIAL 3o4/316 STAINLESS STEEL (SUPPORT PIPE LOW TO GROUND) PIPE SIZE: 8" VERTICALADJUSTMENT(F) 6" � /° Aft& THREAD DIAMETER (A) 1.5,1 __-- , -- .._.... „! . :r PIPE DIAMETER (B) 3" 1 tt ChamfeC "•-- #6 EOually Spaced BASE (C) J "XgXgin. ��,��-^^' (6 TOttaal) . 1 ' HOLE DIAMETER D 11 .-'"� #4 Ties. ' � � , o r 1 ( ) lib �r s xK >,' 11 I U BOLT (E) $" .., .~ :w ~ STOCK SIZE G 1X ' p ,3tt Celr, T p• - O a 33 R . I STAWL'ESS STEEL STANCH1C71 t . : . .. SADDLE .SUPRQIRT A r �� 1. Not to Scale -•• AI ` ' 1. "'�. #4 TIE' 9��'. Max. *11 Spacf 1� fT1N (N s) " * T 1. Isible Construction J6 t Approx. Existin Rcr� en Surface, THE MAJORITY OF TH BANK SIDE OF THE "', �. '' * i ' PIER SHALL BE BURIED w/ THE TOP 1-z' OF Fa , THE PIER EXPOSED TO ELEVATE THE SEWER , ..(PIER FOOTER /FOUNDATION SHALL BE ` -&6 (14 Total) . COMPLETELY BURIED TO ANCHOR PIER & r qually S aced STABILIZE SEWER. • ` ` op and Bottom BSc llf v- ith'1f C T °+Eralsiori Control RI rap,up to _ o .tin Ind �VDOT-Ciass, i and Al mix above ttalp Q.:. g. Unclassified ' 8" as n,eoes ark #or d:ehse' creek bed', per 2007 VDOT o %` (Min.)­­ Q and Br id a .S = ecifications, Section 414. 1. Excavation _ ...: - . , ' . R 4d . p % 9 ., , , I :_Q 4 3 "Ir. N` :ISSala: ompeient Bedrock, \�, . , - I � � � . . * , . : �. , I / X/N�/� : >9� . I 21.011 81 -011 (20 Total) is (MIN.) : Equally S abed . Top and Bottom PIER ELEVATION '. 18" 0 Concrete Column 314" S.S. Unthread Rod Embedded 12" w/ S.S. Washer and Double Nuts. ° Locate Rods inside #4 ties. ,-� (Typ. 4) . 0 3/8 "x9 W S.S. Saddle Base PIPE SADDLE MOUNTING IIVG DETAIL (NTS) �� j,LTII 0 jN O� G� f V`. 5 sco I R. COLLINS Lic. Flo. 035791 f 4116j1-5 �� s' .roNAL V . TH � �� 0 > SCOTT . COLLINS No. 35791 ;2� ,e$ .116113 A O k 'ONAL EE;� z O H d Ce V (n LIJ 0 z 0 > W Ine AOOOOOO " I' COMPRESSION x 3/4' MALE PIPE COUPLING OR APPROVED EQUAL H ❑(D M w 1' TYPE 'K' -._-. z T-+ SOFT COPPER FOR USE ON ATTACHED SINGLE FAMILY RESIDENTIAL SERVICES OR DUAL RESIDENTIAL -1 AND IRRIGATION SERVICES. I'xt'xl' TEE 4 ❑ Q NOTE: Z4:. NO SWEATED FITTINGS � DUAL SERVICE V COMPRESSION x 3/4' MALE PIPE COUPLING OR APPROVED EQUAL z " TYPE 'K• J LL SOFT COPPER 4 Q , � (n O o y� F- ❑ Qj r� z O Z f�=` FOR USE ON DETACHED SINGLE FAMILY O (W QI RESIDENTIAL SERVICE WHERE AN IRRIGATION wO � H - METER IS NOT PROVIDED. (9 z R Z SINGLE SERVICE NOTE: 1) SADDLES SHALL BE USED ON PVC PIPE. F CAST IRON LID - FINISHED GRADE n 10,_ 151\ LOC KWING METER 111 BALL BOX VALVE Ln OUTLET) > 35' MIN. COPPERSETTER 1/4 BEND COUPLIN G-\ Lij (IF REQUIRED) A, METER 1i` BRICK AS NECESSARY CORPORATION STOP TYPICAL SERVICE LATERAL INSTALLATION NTS FIG. W-6 TD -9 ) I kj If 11:1 ill i � - - P ., ' iN� k P 7 ^ g'9 tea, g^g m y W bi I w 9 3: E I o P .'r 4` I� W', � _ 7 �,'' am� ss39 P fifes :.QQ P� d - T;V I __ ) 9 P P P 'a rt wi N P L 0 Q ,q- I TYPICAL MANHOLE FRAME & COVER N.TA FIG B-1 -O . I FM STAINLESS, LLC, OR EQUIVALENT t+. ` STAINLESS STEEL STANCHION SADDLE SUPPORT (ITEM #59 C 8) - San. S3Vi(er; 11 MATERIAL 3o4/316 STAINLESS STEEL (SUPPORT PIPE LOW TO GROUND) PIPE SIZE: 8" VERTICALADJUSTMENT(F) 6" � /° Aft& THREAD DIAMETER (A) 1.5,1 __-- , -- .._.... „! . :r PIPE DIAMETER (B) 3" 1 tt ChamfeC "•-- #6 EOually Spaced BASE (C) J "XgXgin. ��,��-^^' (6 TOttaal) . 1 ' HOLE DIAMETER D 11 .-'"� #4 Ties. ' � � , o r 1 ( ) lib �r s xK >,' 11 I U BOLT (E) $" .., .~ :w ~ STOCK SIZE G 1X ' p ,3tt Celr, T p• - O a 33 R . I STAWL'ESS STEEL STANCH1C71 t . : . .. SADDLE .SUPRQIRT A r �� 1. Not to Scale -•• AI ` ' 1. "'�. #4 TIE' 9��'. Max. *11 Spacf 1� fT1N (N s) " * T 1. Isible Construction J6 t Approx. Existin Rcr� en Surface, THE MAJORITY OF TH BANK SIDE OF THE "', �. '' * i ' PIER SHALL BE BURIED w/ THE TOP 1-z' OF Fa , THE PIER EXPOSED TO ELEVATE THE SEWER , ..(PIER FOOTER /FOUNDATION SHALL BE ` -&6 (14 Total) . COMPLETELY BURIED TO ANCHOR PIER & r qually S aced STABILIZE SEWER. • ` ` op and Bottom BSc llf v- ith'1f C T °+Eralsiori Control RI rap,up to _ o .tin Ind �VDOT-Ciass, i and Al mix above ttalp Q.:. g. Unclassified ' 8" as n,eoes ark #or d:ehse' creek bed', per 2007 VDOT o %` (Min.)­­ Q and Br id a .S = ecifications, Section 414. 1. Excavation _ ...: - . , ' . R 4d . p % 9 ., , , I :_Q 4 3 "Ir. N` :ISSala: ompeient Bedrock, \�, . , - I � � � . . * , . : �. , I / X/N�/� : >9� . I 21.011 81 -011 (20 Total) is (MIN.) : Equally S abed . Top and Bottom PIER ELEVATION '. 18" 0 Concrete Column 314" S.S. Unthread Rod Embedded 12" w/ S.S. Washer and Double Nuts. ° Locate Rods inside #4 ties. ,-� (Typ. 4) . 0 3/8 "x9 W S.S. Saddle Base PIPE SADDLE MOUNTING IIVG DETAIL (NTS) �� j,LTII 0 jN O� G� f V`. 5 sco I R. COLLINS Lic. Flo. 035791 f 4116j1-5 �� s' .roNAL V . TH � �� 0 > SCOTT . COLLINS No. 35791 ;2� ,e$ .116113 A O k 'ONAL EE;� z O H d Ce V (n LIJ 0 z 0 > W Ine AOOOOOO i I 1 " I i T Y 3 n 2 n U s 0 m 0 s U 2 N U 0 11 E 0 5 6i C 0 N " H M M w z T-+ LU Q -1 N 4 1-1 O Z4:. � n z Q J LL O 0- U) 0 Q , � (n O o y� F- . V - r� z O Z Q O (W QI w Ln w wO � H CL (9 z Z U) Ln o- n 111 Ln > Lij i I 1 " I i T Y 3 n 2 n U s 0 m 0 s U 2 N U 0 11 E 0 5 6i C 0 N " M M M w T-+ Q -1 N 4 1-1 N Z4:. � i I 1 " I i T Y 3 n 2 n U s 0 m 0 s U 2 N U 0 11 E 0 5 6i C 0 N NOTES: 1. CONTRACTOR SHALL INSTALL ALL STREET TREES WITHIN THE PLANTING STRIP & TREES SHALL BE A MINIMUM OF 10' FROM THE UTILITIES. 2. STREET TREES SHALL BE PLACED A MINIMUM OF 30' FROM THE END OF THE CURB RADII AT STREET INTERSECTIONS. 3. STREET TREES SHALL BE INSTALLED ALONG VDOT MAINTAINED ROADS AT A AN APPROXIMATE SPACING OF 50' ON CENTER UNLESS THE TREES ARE LOCATED AT AN INTERSECTION AND OBSTRUCT THE LINE OF SIGHT. 4. CONTRACTOR SHALL STAGGER PROPOSED STREET TREES WITHIN THE PLANTING STRIP TO MAXIMIZE SEPARATION FROM THE STORM SEWER, AS SHOWN. Lot Widdi. 160r,1.0011 Deciduous Trees NOTES: Shrubs. :::13 Q 6G' 2 1. SET TREE PLUMB PRIOR TO STAKING. 30 20 40749' 1 2. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER BACKFILL TO TERMINATE 30'397 1 THE SUPERVISION OF THE LANDSCAPE ARCHITECT. AT TOP OUTSIQE LIMITS OF ROOTBALL REFER TO TREE <30' . 3. DO NOT ALLOW AIR POCKETS TO FORM WHILE BACKFILLING. STAKING DETAIL ADD MULCH OVERTOP OF 672 16 4. IMMEDIATELY SOAK PLANT WITH WATER. ROOTBALL AND PLANTING PIT LIMITS, BEGINNING AT NO MORE QUERCUS PHELLOS WILLOW OAK 5. SEE IRRIGATION PLANS /DETAILS /SPECIFICATIONS AS THEY THAN 1" DEPTH AT TRUNK AND TAPERING UP TO A DEPTH OF 29 12,151 RELATE TO THIS INSTALLATION. 3" AT PLANTING PIT LIMITS, ALLEE ELM 2 1/2" cal. 423 THEN TAPER TO PROPOSED 4,230 UNDERSTORY TREES AG FINISHED GRADE (I ISERVICEBERRY I Est Ht: 6' -7' 1 130 1' VARI S 1 390 CF CORNUS FLORIDA TYP. Est Ht: 6' -7' TREE GUYING DETAIL CONSISTS OF 2 GUYS,SET 120° AROUND PLANT PIT ON "UPHILL" SIDE SPECIMEN SHRUB � (AS SPECIFIED ON \ i TRENCH EDGE AROUND - \ •• •'•�:'•: ; SHRUBS CS DRAWINGS) TO BE �\�� `.: .`: FOOTBALL Est Ht: 18" 16 MULICHEpREA \ . / IV I ITEA VI RGINICA'HENRY's GARNET' HENRY's GARNET SWEETSPIRE Est Ht: 18" REFER TO TREE STAKING DETAIL STAKING DETAE 1 128 BACKFILL WITH CULTIVATED, /� \�� PC COMPACT EXCAVATED SOIL PICKEREL WEED CUT AWAY ALL WIRE BASKETS /� / ORIGINAL SOIL' FROM -PLANT AND /OR NON BIODEGRADABLE \\ \ \/ 1 34 - , PIT EXCAVATION IF LOOSE. IF TRENCH EDGE AROUND TO FORM ROOTBALL PIT ON DOWNHILL SIDE OF TREE 4" MIN' ROOTBALL WRAPPING AFTER EXCAVATED MATERIAL IS NOT FINAL TREE PLACEMENT. LOOSE, SUBSTITUTE WITH ENTIRE AREA TO BE �r BUFFER CANOPY TREES BURLAP ROOTBALL WRAPPING ACCEPTABLE TOPSOIL MULCHED NELLIE STEVENS HOLLY 1' TO BE UNTIED FROM TRUNK MATERIAL. AMEND BACKFILL 1 3 TRENCH EDGE AROUND _ IIII= III {1 = . .,,;.,•.:: �.? •' 11io -II{ AND CUT AWAY 70 A POINT PER SPECIFICATIONS. COMPACT PIT ENTIRE AREA TO BE MULCHED `llIFgI 'i• +::;•ii' `•III= iIIII' 1'4 ''' .:'`•`. AT LEAST t/2 DISTANCE DOWN BACKFILL IN LIFTS BY FOOT, FOOTBALL. WATER THROUGHLY AT 1/2 REFER TO FOOTBALL DETAIL / :• : • /� /�\ ::•:. "'.:' �` :.,rjj•j:..•• I= 11= 1:r;:;:i::' ; IIIII =- ;I iT •;.::; FOOTBALL :'III - {ill)° DEPTH. �...;;:;:;:;:;; ?r :.•: / .,,( �� //\ ''•; »" ....1-. REFER TO FOOTBALL PIT �\ DETAIL = IISIi= . ;;.•...•. = II111 {L SCARIFY BASE OF PLANT PIT WHEN EXCAVATING PIT: BREAK RETURN AND COMPACT LOOSE / / ., -= THROUGH AND LOOSEN ALL HARDPAN (REMOVE AS ESTABLISHED PLANT PITDTO T .•' i'': i:: '.. FOOTBALL / / D / .. ,•••: •.•.•. �. \ _'' : / \';••'•`" '' `: � \ \ .., � � � _ - - - = I - - - = I = I= II= I =1TII i I 111= i141} =If l!I! III li II 1111 111 SSARY TO FACILITATE PRO P ER DEPTH PRIOR TO NECE �\ /�\ / /� j';: •�•.•.•/ � -nI = - _ _ IIII °- --�r -- DRAINAGE) PLANT PLACEMENT \\ \ \ \\ � \ \\ � \ \ \� %j� /// � / \� / \� j \/� -IiTi" _IIiII�IVli- 1111`,- IIII NOTES: t. NOTIFY LANDSCAPE ARCHITECT OF ANY SITUATION WHERE SOIL CHARACTERISTICS ARE NOT NOTES: REFER TO FOOTBALL PIT AGREEABLE TO THESE PLANTING CRITERIA OR WHERE CONDITIONS RAISE CONCERNS -IN NOTES: DETAIL TERMS OF PLANT SURVIVABILITY OR WARRANTY. 1. SET TREE PLUMB PRIOR TO STAKING. 1. SET TREE PLUMB PRIOR TO STAKING 2. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OF ANY PLANT DAMAGE EXPOSED BY, ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND 2. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND OR INCURRED DURING, PLANTING PROCESS, 2. SHALL BE PERFORMED UNDER THE SUPERVISION OF *THE LANDSCAPE ARCHITECT. SHALL PERFORMED UNDER SUPERVISION F THE LANDSCAPE ARCHITECT TREE PLANTING LOPE SHRUB PLANTING 4 ROOTBALL PIT 1 ro.00. 2 o'oos 3 �o.00r �o -oor 1P SECTION RT,S. 12 SECTION N.T.S. 12 SECTION N.T.S. 12 SECTION N.T.S. NOTES: 1. CONTRACTOR SHALL INSTALL ALL STREET TREES WITHIN THE PLANTING STRIP & TREES SHALL BE A MINIMUM OF 10' FROM THE UTILITIES. 2. STREET TREES SHALL BE PLACED A MINIMUM OF 30' FROM THE END OF THE CURB RADII AT STREET INTERSECTIONS. 3. STREET TREES SHALL BE INSTALLED ALONG VDOT MAINTAINED ROADS AT A AN APPROXIMATE SPACING OF 50' ON CENTER UNLESS THE TREES ARE LOCATED AT AN INTERSECTION AND OBSTRUCT THE LINE OF SIGHT. 4. CONTRACTOR SHALL STAGGER PROPOSED STREET TREES WITHIN THE PLANTING STRIP TO MAXIMIZE SEPARATION FROM THE STORM SEWER, AS SHOWN. Lot Widdi. 160r,1.0011 Deciduous Trees Evergreeti Tice Shrubs. :::13 Q 6G' 2 3 1 30 20 40749' 1 1 IS 30'397 1 17 id <30' . GREEN ASH 2 1/2" cal. PLANT SCHEDULE SYM BOTANICAL COMMON NAME SIZE CANOPY (s>7 TOTAL SITE QUANTITY COVERAGE (sfl STREET TREES AR ACER RUBRUM RED MAPLE 2 1/2" cal. 452 17 7,684 FP FRAXINUS PENNSYLVANICA GREEN ASH 2 1/2" cal. 672 16 10,752 QP QUERCUS PHELLOS WILLOW OAK 2 1/2" cal. 419 29 12,151 UP ULMUS PARVIFOLIA'ALLEE' ALLEE ELM 2 1/2" cal. 423 10 4,230 UNDERSTORY TREES AG AMALANCHIER x GRANDIFLORA ISERVICEBERRY I Est Ht: 6' -7' 1 130 1 3 1 390 CF CORNUS FLORIDA FLOWERING DOGWOOD Est Ht: 6' -7' 124 4 496 SHRUBS CS CORNUS SERICEA RED TWIG DOGWOOD Est Ht: 18" 16 3 1 48 IV I ITEA VI RGINICA'HENRY's GARNET' HENRY's GARNET SWEETSPIRE Est Ht: 18" 64 2 1 128 HERBACEOUS PLANTS (SWM Facility Plants) PC PONTEDERIA CORDATA PICKEREL WEED Est Ht: 1'4 1 34 SC ISAURURUS CERNUUS LIZARD's TAIL Est Ht: V -4' 1 60 BUFFER CANOPY TREES IN ILLEX "NELLIE R. STEVENS" NELLIE STEVENS HOLLY 11 1/2" cal. 1 16 1 3 1 48 MG MAGNOLIA GRANDI,FLORA "LITTLE GEM" LITTLE GEM MAGNOLIA 1 1/2" cal. 54 1 2 1 108 TH THUJA "GREEN GIANT" GREEN GIANT ARBORVITAE 1 1/2" cal. 1 7 1 4 1 28 Landscape Notes Landscape Specifications: The following specifications are the minimum standards that are acceptable for the installation of plant material in the residential neighborhoods: 1. The contractor shall be responsible for site inspection prior to landscape construction and installation in order to acquaint himself with the existing conditions. The Contractor shall be responsible for locating all existing underground utilities prior to beginning construction. Any planting conflict arising from existing utility locations shall be brought to the attention of the Owner. 2. The Contractor shall be responsible for providing positive drainage at 2% minimum in all planted areas. 3. The Contractor shall verify plant count from the plan, and shall provide and install all plant materials shown on the approved plan. The plant schedule provided is for the Contractor's reference only; quantities shall be verified from the approved plan. 4. The Contractor shall guarantee all plant materials for 1 year from the date of planting. 5. The Owner or his designated agent shall approve any changes in plant material. 6. All plant material shall be balled and burlapped or container grown and shall be well formed, vigorous, growing specimens with growth typical of the variety specified and free from injurious insects and diseases. 7. All trees and shrubs shall be installed as indicated on the approved landscape plan. 8. All plants and beds shall be mulched with a 3 inch layer of mulch Guidelines for Tree Preservation DETAIL OF WALL CONSTRUCTION BEHIND LOTS 186 -190 (SCALE: V =40') /1 Preservation measures shall be administered to trees within wooded areas to be maintained within the conservation/preservation r// C TRACT R SH LL ENS areas delineated, with particular preservation effort directed toward trees with trunk diameters greater than 18 inches at breast U SIDE E GE 0 SANIT Y-- height. All wooded preservation areas adjacent to existing residential development shall be fenced off from construction activity NOTE: In accordance with the Code of Development, any lot with more than 40' of frontage shall have with portable chain link fencing no closer than the dripline of any tree growing inside the preservation areas. All other wooded at least one tree, selected from the Belvedere Landscape Palette, of at least 2 A "planted in areas to remain shall be fenced off from construction activity with 40 inch high "international orange" plastic web fencing no the front yard of each lot. An additional tree of at least 1 X" shall be required in the front closer than the dripline of any tree growing within the designated conservation/preservation area. Silt fencing shall be utilized at yard for each 25 feet of lot frontage (or fraction thereof) after the initial 50 feet of lot stream buffers. During the course of final grading, if it becomes necessary to fill within the canopy limits of existing trees, such frontage. Trees planted to satisfy this requirement should be located to complement the street fills shall not exceed depths greater than six (6) inches to ensure continued saturation of the existing root mat. Prior to grading tree plantings. The home builder shall ensure compliance with these standards. around the trees, all vegetation shall be stripped from the fill areas and fertilizer shall be applied. Should it become necessary to cut _ within the canopy limits, all disturbed roots shall be protected from exposure to the air. The crown leaf surface shall be A minimum plant quantity chart is provided to the left to assist the home builder in proportionately reduced to balance there ce root system. The trees shall be fertilized upon completion of grading activities in developing landscape plans. These quantities are minimums for the front of houses, the area. Any damaged portions of trees within wooded areas to be maintained shall be immediately addressed to promote additional plants beyond these numbers are encouraged. expedient recovery. Further measures for tree protection are outlined in Chapter 3.38 "Tree Preservation &Protection" of the Virginia Erosion and DETAIL OF WALL CONSTRUCTION BEHIND LOTS 186 -190 (SCALE: V =40') I NOTES: 3 1. THE PROPOSED EROSION & SEDIMENT CONTROL (ESC) PLANS MANDATE THE LIMITS OF DISTURBANCE COINCIDE WITH THE CONSERVATION & PERSEVERATION AREAS, f EXCEPT FOR THE INSTALLATION OF THE SANITARY SEWER & PEDESTRIAN PATHWAY. UNDER NO CIRCUMSTANCES SHALL ,DISTURBANCE TAKE PLACE WITHIN THE CONSERVATION AREAS OUTSIDE THE SCOPE OF WHAT IS PROPOSED. 2. UNDER NO CIRCUMSTANCES SHALL DISTURBANCE TAKE PLACE WITHIN THE PRESERVATION AREAS. I 3. THE ESC PLANS REQUIRE SILT FENCE BE INSTALLED ALONG THE CONSERVATION & PRESERVATION BOUNDARIES, AS SHOWN. ADDITIONAL DIVERSIONS ARE PROPOSED TO REDUCE THE RISK OF DISTURBANCES TO THE / PRESERVATION & CONSERVATION AREAS. f 4. CONTRACTOR SHALL TAKE EXTRA CARE TO AVOID DISTURBANCE OF THE PRESERVATION AREA AND POSSIBLE BURIED TREE ROOTS. 5. THE SEPARATION BETWEEN LOT 196's BOTTOM FACE OF THE RETAINING WALL TO THE PRESERVATION LINE RANGES FROM 6' -13' AND CONTRACTOR SHALL ENSURE NO / CONSTRUCTION ACTIVITY OCCURS WITHIN THE PRESERVATION AREA. I ' r Sediment Control Handbook. r I i - -FUTURE _ County of Albstap$c \ 1 ( I f , _. . . ' ,;• ,. .. 0 PRWOSED - / i I f -_ - _ --. -. ?K:/ t i F �TiRE k EVELOPMENT PUB LIC DRAINAGE C »o rana ta n C to � - Ta Ic d un auUac� lMuix yTU RE t+ ,In III- 28ill- asdoram etos caiium) HEVELO' €NT ESMT. - _,DEVELOPMENT t: Ufollo*bigItems �flky= non thsaas. - EXISTING LIMITS OF 91 _ �l fcJ�ri outaidedii Uneofteoestol»savad r I REZONING- -"'PROPOSEV20' : ::::..:•::::: ;:. W Locaticn and typeafpr0*uvotweing; / PUBLIC D AINAGE / 1 :•:::... _ PHIL_LIPS ALLEY PROPOSED 20' / 6c7 Gnxoctwngca*«p+ +riugh ewallsvrxvltiti',; \ I } f r i �SMT. i / - .3''. cd or :e7 vual x:lundsoicl \ \ J f - = AOS{t I Pinpaacd Iran ' Loco mK bay h eaixt 1 : C. �� C Q �) �i O E'SivfF- l / /...... - 2 .. ! � r E zc"-R �.:....... f t :. :. 1,,v8. -., 2 V t9 bt8 .. � I - _- t _� -� � � _� �. _ t ...a. .._.� / I ....•. � ............. .... ,. ..,.... ��.••......, lt.. .,�.. .....�:..;.. �. �:.. ;... .. ... ... •.. .. 1 All trots ro I?� sa ed shAi ha m1 e4 wUh nzit aP nb ..ta.iUh. rJ• v a . ws? n+ea4. ratonss T u- i ' ....•... I - end v'ad •: a coo tor.. 1 ahail utttJl'the sins n has Uaeen cteri _^\ ttu43ttg, ' b} nti} lnap�c y it E .•..•..;, F ..:. ............................... ..... ............................... ... .......................•....... ,.........,:�;,..•:.;:. :;'.:;•.; :.: ::.::; .::::::,:;�' •: '. :...;::: :•:.::.•:.:: ; :;.;... ,� .-- --... -P C X STING i' :::' �.: �:; r.'::•:;• : :•:::•::':..• ::.:::........... ... ...r......�•r .................... �............ ............. -.._,. / -`- -�. I _ .7. \ _ I ^ i\a � c I [ r i 'orofrucgant:9niece>;ce: \ � , 8 L . ;-'. \ \ / / n 3 .. { ITr T F F T ......... :: r f ,tai ... .\ ... ./ �. Ti[e dusv vn and eckcon nksaur�, .all .:revaa . yin:Ura cani�c. , vn. raie ...' ' - _.._.:._._..._..____ ..... _ ..; ..; , •...; ... • •: Q v atz sla be sued . I I I - , ._ I _ _ c c, 0 0 z cn , DEVELOPMENT- N, _ - / _ (: I m i _ I I _ r - i;n afa ui m v a, :� a '4 eaialx i inai soil ahail not tin within the cin es sea >t� Heav ehtaU� tntifiv xd t oPd�tructt n mat nc '[ked I - \ m r I , �., I z t i \ \ � I to h� �ati�a, `�-_.. � ..-- �=' � � � rte' T! �> U) r 1 / I 1 1 , � it J fl U I $:. SoN &rbstanaat[StO umAterOa#veltmt geVkext I i ; I T iT rt ;-t rI FT ' a ,: O� r r I / - CO T �. l,7 �' ! � /" "" --. � ~• •�'" -.-. \ \ \ �, I / :::.:'::::. :.. :: LOT z 7 l Ui>ch davicts shal4 not advexsvly atTOet pees to be savva.: \ \ I ; I .: ..:: .: :..: .. r.; :.; T 1 - / 9 LOT 18o - \ I _ _ ( LOT 161 170 _ -- I ,,.� _ �' / / �( ��•!;y.;..;.. �, : / 7i� "� LOT ~ ara Lunt, i. ed widiin.100 fat ofihe dI line of wma o c saved; � l�in� Pam# np i a / / Y a :t I ( ALLE - - - - � i' `c izuitelaals shun tivt b ®istorvck wiUriai Ap4•feat afthu dti iiiw f fievg to tra saved I i r � cr .,.__._� _.___•__ ._.,, �.....•.----__ �,.,_."..__._- a__..._._. ..,.._..r,_- ...,.."�..,•.. -..__ � . � � -_._ ��' .,,. ..-, I�'l� 00. / ''A':'•«'- � I i"1. 7•-sr- r 2 - •� / � � � �. I1 _ �� r��' :'`.i: ?r.'• _ ``- _ _ _ _ .J )'..::.:: ;a•: \ \ \ ! / VRV IVUVV GR r: .':\.•:. ?: V r a L.11 is / .:' 1 :I -'- P�o�os 2 �• - SOP ,i,o ; FD E __ t .� r . y 1 ACSA ESMT. -•. L ............. i \ 5 1 t / NG Q 1 r 4 1 . I r .:t. l TA 0 H S S ET / __-. f _"-- DETAIL T I E EE DE 1 D Ep ' LOT 18 I / Is NSTRU TON 0 / CO I FOR \ I /-`'T � \ � ...� ETAINING WALL BAC S / \ F b PRESERVATIO AR .. 7`' �J I ` N 42" TAL FENCE HANDRA \ \ / / I / l / I / / I i \ /\ 2 IN / -7-- / �'" 1 / l L;OT X86 �_ _ \ / \ \I (-PROPOSED 20' I - / / ; >. ` 1 F6CE /HANDRAIL SHALL 811 ACSA NSMT. I I / r l / C MPLIANT /ALL CURREN BUILDING CODES 1 I SAA TN CETY/ CCEP / ) _"__ ® G - :/ .•': ;,:; '�,`•' .: ; / r.- f / r i I I 1 I I - CAI :1 REGULATIONS. (TYP.) LOT S r SOU $ L T 8 • 3 LOT 3 FLt, ASS LNED/ � / I i k i NOT E: G WIDE/ TH � PLANTINGS -' IN _F •L •-O-- •O-"D " P LA IN TERRACE AQUATIC BE N CH SHALL BE LOCATED 4 O.C. . PE S PACE AN D SHALL BE IN BOT H T HE VSMH FIGURE r / / / / / / / I \ 1 �( (2 I `;' ' ' <' Y ° j CONTRACTOR SHALL INSTALL 3,05 -4b TABLE (ZONE 2) AND THE / / / / \\ \ ` \ - 1. 6 A4 . j i '� ,x -;,;., ,,.`: r BUFFER PLANTINGS, AS," CURRENT ALBEMARLE COUNTY NATIVE PLANT TYPE A RIPRAP SHOWN, AROUND THE/ ; DATABASE, AS SHOWN. INSTALLED AT THE E RIPRAP\EHA T BE PROPOSED TRAIL FOR I S LE THE INLET OF DISTURBANCES WITHIN ,30 V THE F{� REBA STORM SEWER / �� 2( / / LE GRAPHIC SCALE AL SE �UTFALL) AND-ALONG THE ��� ----- WITHIN,�SH4 LINE INGE A UA ` `OUTLET,.(FOREBAY DAM) 40 o / zo 4o ao 1so / / f \ \ ! f / l 4 ` f 30 ESERV TON / I BENCH BALL B N ACG�RDA C W ,11 / % / / I `I 1 I i CONTRACTOR S L INSTALL 1 I / `45MH & ,eEC. 05. %�j I 1 ROPQSED VARIABLE 1 \ t _...__._..._._1 MEN / I } I ADDITIONAL BUFFER PLANTINGS, / I � / t. WIDFH PUBLIC I / �e =NA_ GE - S/ W M AS i ( IN FEET W OUTSIDE SA 'DRAINAGE-� ESMT FOR DISTURBANCES' 1 inch = 40 ) \1 ft. WITHIN 30' OF P/L ` / 10-7 q I 0-y /1 r// C TRACT R SH LL ENS RE U SIDE E GE 0 SANIT Y-- I f f �,A ION F 10 HO ZONT LLY F QM T I REA I f / / T 190 l I _ - T _--- I NOTES: 3 1. THE PROPOSED EROSION & SEDIMENT CONTROL (ESC) PLANS MANDATE THE LIMITS OF DISTURBANCE COINCIDE WITH THE CONSERVATION & PERSEVERATION AREAS, f EXCEPT FOR THE INSTALLATION OF THE SANITARY SEWER & PEDESTRIAN PATHWAY. UNDER NO CIRCUMSTANCES SHALL ,DISTURBANCE TAKE PLACE WITHIN THE CONSERVATION AREAS OUTSIDE THE SCOPE OF WHAT IS PROPOSED. 2. UNDER NO CIRCUMSTANCES SHALL DISTURBANCE TAKE PLACE WITHIN THE PRESERVATION AREAS. I 3. THE ESC PLANS REQUIRE SILT FENCE BE INSTALLED ALONG THE CONSERVATION & PRESERVATION BOUNDARIES, AS SHOWN. ADDITIONAL DIVERSIONS ARE PROPOSED TO REDUCE THE RISK OF DISTURBANCES TO THE / PRESERVATION & CONSERVATION AREAS. f 4. CONTRACTOR SHALL TAKE EXTRA CARE TO AVOID DISTURBANCE OF THE PRESERVATION AREA AND POSSIBLE BURIED TREE ROOTS. 5. THE SEPARATION BETWEEN LOT 196's BOTTOM FACE OF THE RETAINING WALL TO THE PRESERVATION LINE RANGES FROM 6' -13' AND CONTRACTOR SHALL ENSURE NO / CONSTRUCTION ACTIVITY OCCURS WITHIN THE PRESERVATION AREA. I ' r Sediment Control Handbook. r I i - -FUTURE _ County of Albstap$c \ 1 ( I f , _. . . ' ,;• ,. .. 0 PRWOSED - / i I f -_ - _ --. -. ?K:/ t i F �TiRE k EVELOPMENT PUB LIC DRAINAGE C »o rana ta n C to � - Ta Ic d un auUac� lMuix yTU RE t+ ,In III- 28ill- asdoram etos caiium) HEVELO' €NT ESMT. - _,DEVELOPMENT t: Ufollo*bigItems �flky= non thsaas. - EXISTING LIMITS OF 91 _ �l fcJ�ri outaidedii Uneofteoestol»savad r I REZONING- -"'PROPOSEV20' : ::::..:•::::: ;:. W Locaticn and typeafpr0*uvotweing; / PUBLIC D AINAGE / 1 :•:::... _ PHIL_LIPS ALLEY PROPOSED 20' / 6c7 Gnxoctwngca*«p+ +riugh ewallsvrxvltiti',; \ I } f r i �SMT. i / - .3''. cd or :e7 vual x:lundsoicl \ \ J f - = AOS{t I Pinpaacd Iran ' Loco mK bay h eaixt 1 : C. �� C Q �) �i O E'SivfF- l / /...... - 2 .. ! � r E zc"-R �.:....... f t :. :. 1,,v8. -., 2 V t9 bt8 .. � I - _- t _� -� � � _� �. _ t ...a. .._.� / I ....•. � ............. .... ,. ..,.... ��.••......, lt.. .,�.. .....�:..;.. �. �:.. ;... .. ... ... •.. .. 1 All trots ro I?� sa ed shAi ha m1 e4 wUh nzit aP nb ..ta.iUh. rJ• v a . ws? n+ea4. ratonss T u- i ' ....•... I - end v'ad •: a coo tor.. 1 ahail utttJl'the sins n has Uaeen cteri _^\ ttu43ttg, ' b} nti} lnap�c y it E .•..•..;, F ..:. ............................... ..... ............................... ... .......................•....... ,.........,:�;,..•:.;:. :;'.:;•.; :.: ::.::; .::::::,:;�' •: '. :...;::: :•:.::.•:.:: ; :;.;... ,� .-- --... -P C X STING i' :::' �.: �:; r.'::•:;• : :•:::•::':..• ::.:::........... ... ...r......�•r .................... �............ ............. -.._,. / -`- -�. I _ .7. \ _ I ^ i\a � c I [ r i 'orofrucgant:9niece>;ce: \ � , 8 L . ;-'. \ \ / / n 3 .. { ITr T F F T ......... :: r f ,tai ... .\ ... ./ �. Ti[e dusv vn and eckcon nksaur�, .all .:revaa . yin:Ura cani�c. , vn. raie ...' ' - _.._.:._._..._..____ ..... _ ..; ..; , •...; ... • •: Q v atz sla be sued . I I I - , ._ I _ _ c c, 0 0 z cn , DEVELOPMENT- N, _ - / _ (: I m i _ I I _ r - i;n afa ui m v a, :� a '4 eaialx i inai soil ahail not tin within the cin es sea >t� Heav ehtaU� tntifiv xd t oPd�tructt n mat nc '[ked I - \ m r I , �., I z t i \ \ � I to h� �ati�a, `�-_.. � ..-- �=' � � � rte' T! �> U) r 1 / I 1 1 , � it J fl U I $:. SoN &rbstanaat[StO umAterOa#veltmt geVkext I i ; I T iT rt ;-t rI FT ' a ,: O� r r I / - CO T �. l,7 �' ! � /" "" --. � ~• •�'" -.-. \ \ \ �, I / :::.:'::::. :.. :: LOT z 7 l Ui>ch davicts shal4 not advexsvly atTOet pees to be savva.: \ \ I ; I .: ..:: .: :..: .. r.; :.; T 1 - / 9 LOT 18o - \ I _ _ ( LOT 161 170 _ -- I ,,.� _ �' / / �( ��•!;y.;..;.. �, : / 7i� "� LOT ~ ara Lunt, i. ed widiin.100 fat ofihe dI line of wma o c saved; � l�in� Pam# np i a / / Y a :t I ( ALLE - - - - � i' `c izuitelaals shun tivt b ®istorvck wiUriai Ap4•feat afthu dti iiiw f fievg to tra saved I i r � cr .,.__._� _.___•__ ._.,, �.....•.----__ �,.,_."..__._- a__..._._. ..,.._..r,_- ...,.."�..,•.. -..__ � . � � -_._ ��' .,,. ..-, I�'l� 00. / ''A':'•«'- � I i"1. 7•-sr- r 2 - •� / � � � �. I1 _ �� r��' :'`.i: ?r.'• _ ``- _ _ _ _ .J )'..::.:: ;a•: \ \ \ ! / VRV IVUVV GR r: .':\.•:. ?: V r a L.11 is / .:' 1 :I -'- P�o�os 2 �• - SOP ,i,o ; FD E __ t .� r . y 1 ACSA ESMT. -•. L ............. i \ 5 1 t / NG Q 1 r 4 1 . I r .:t. l TA 0 H S S ET / __-. f _"-- DETAIL T I E EE DE 1 D Ep ' LOT 18 I / Is NSTRU TON 0 / CO I FOR \ I /-`'T � \ � ...� ETAINING WALL BAC S / \ F b PRESERVATIO AR .. 7`' �J I ` N 42" TAL FENCE HANDRA \ \ / / I / l / I / / I i \ /\ 2 IN / -7-- / �'" 1 / l L;OT X86 �_ _ \ / \ \I (-PROPOSED 20' I - / / ; >. ` 1 F6CE /HANDRAIL SHALL 811 ACSA NSMT. I I / r l / C MPLIANT /ALL CURREN BUILDING CODES 1 I SAA TN CETY/ CCEP / ) _"__ ® G - :/ .•': ;,:; '�,`•' .: ; / r.- f / r i I I 1 I I - CAI :1 REGULATIONS. (TYP.) LOT S r SOU $ L T 8 • 3 LOT 3 FLt, ASS LNED/ � / I i k i NOT E: G WIDE/ TH � PLANTINGS -' IN _F •L •-O-- •O-"D " P LA IN TERRACE AQUATIC BE N CH SHALL BE LOCATED 4 O.C. . PE S PACE AN D SHALL BE IN BOT H T HE VSMH FIGURE r / / / / / / / I \ 1 �( (2 I `;' ' ' <' Y ° j CONTRACTOR SHALL INSTALL 3,05 -4b TABLE (ZONE 2) AND THE / / / / \\ \ ` \ - 1. 6 A4 . j i '� ,x -;,;., ,,.`: r BUFFER PLANTINGS, AS," CURRENT ALBEMARLE COUNTY NATIVE PLANT TYPE A RIPRAP SHOWN, AROUND THE/ ; DATABASE, AS SHOWN. INSTALLED AT THE E RIPRAP\EHA T BE PROPOSED TRAIL FOR I S LE THE INLET OF DISTURBANCES WITHIN ,30 V THE F{� REBA STORM SEWER / �� 2( / / LE GRAPHIC SCALE AL SE �UTFALL) AND-ALONG THE ��� ----- WITHIN,�SH4 LINE INGE A UA ` `OUTLET,.(FOREBAY DAM) 40 o / zo 4o ao 1so / / f \ \ ! f / l 4 ` f 30 ESERV TON / I BENCH BALL B N ACG�RDA C W ,11 / % / / I `I 1 I i CONTRACTOR S L INSTALL 1 I / `45MH & ,eEC. 05. %�j I 1 ROPQSED VARIABLE 1 \ t _...__._..._._1 MEN / I } I ADDITIONAL BUFFER PLANTINGS, / I � / t. WIDFH PUBLIC I / �e =NA_ GE - S/ W M AS i ( IN FEET W OUTSIDE SA 'DRAINAGE-� ESMT FOR DISTURBANCES' 1 inch = 40 ) \1 ft. WITHIN 30' OF P/L ` / 10-7 q I 0-y C TRACT R SH LL ENS RE U SIDE E GE 0 SANIT Y-- WER S A INIMU f �,A ION F 10 HO ZONT LLY F QM T REA ING L/L ,'` SHO N. I / T 190 l I /L r - T rL /I 189 / / � I / I NOTES: 3 1. THE PROPOSED EROSION & SEDIMENT CONTROL (ESC) PLANS MANDATE THE LIMITS OF DISTURBANCE COINCIDE WITH THE CONSERVATION & PERSEVERATION AREAS, f EXCEPT FOR THE INSTALLATION OF THE SANITARY SEWER & PEDESTRIAN PATHWAY. UNDER NO CIRCUMSTANCES SHALL ,DISTURBANCE TAKE PLACE WITHIN THE CONSERVATION AREAS OUTSIDE THE SCOPE OF WHAT IS PROPOSED. 2. UNDER NO CIRCUMSTANCES SHALL DISTURBANCE TAKE PLACE WITHIN THE PRESERVATION AREAS. I 3. THE ESC PLANS REQUIRE SILT FENCE BE INSTALLED ALONG THE CONSERVATION & PRESERVATION BOUNDARIES, AS SHOWN. ADDITIONAL DIVERSIONS ARE PROPOSED TO REDUCE THE RISK OF DISTURBANCES TO THE / PRESERVATION & CONSERVATION AREAS. f 4. CONTRACTOR SHALL TAKE EXTRA CARE TO AVOID DISTURBANCE OF THE PRESERVATION AREA AND POSSIBLE BURIED TREE ROOTS. 5. THE SEPARATION BETWEEN LOT 196's BOTTOM FACE OF THE RETAINING WALL TO THE PRESERVATION LINE RANGES FROM 6' -13' AND CONTRACTOR SHALL ENSURE NO / CONSTRUCTION ACTIVITY OCCURS WITHIN THE PRESERVATION AREA. I ' r Sediment Control Handbook. r I i - -FUTURE _ County of Albstap$c \ 1 ( I f , _. . . ' ,;• ,. .. 0 PRWOSED - / i I f -_ - _ --. -. ?K:/ t i F �TiRE k EVELOPMENT PUB LIC DRAINAGE C »o rana ta n C to � - Ta Ic d un auUac� lMuix yTU RE t+ ,In III- 28ill- asdoram etos caiium) HEVELO' €NT ESMT. - _,DEVELOPMENT t: Ufollo*bigItems �flky= non thsaas. - EXISTING LIMITS OF 91 _ �l fcJ�ri outaidedii Uneofteoestol»savad r I REZONING- -"'PROPOSEV20' : ::::..:•::::: ;:. W Locaticn and typeafpr0*uvotweing; / PUBLIC D AINAGE / 1 :•:::... _ PHIL_LIPS ALLEY PROPOSED 20' / 6c7 Gnxoctwngca*«p+ +riugh ewallsvrxvltiti',; \ I } f r i �SMT. i / - .3''. cd or :e7 vual x:lundsoicl \ \ J f - = AOS{t I Pinpaacd Iran ' Loco mK bay h eaixt 1 : C. �� C Q �) �i O E'SivfF- l / /...... - 2 .. ! � r E zc"-R �.:....... f t :. :. 1,,v8. -., 2 V t9 bt8 .. � I - _- t _� -� � � _� �. _ t ...a. .._.� / I ....•. � ............. .... ,. ..,.... ��.••......, lt.. .,�.. .....�:..;.. �. �:.. ;... .. ... ... •.. .. 1 All trots ro I?� sa ed shAi ha m1 e4 wUh nzit aP nb ..ta.iUh. rJ• v a . ws? n+ea4. ratonss T u- i ' ....•... I - end v'ad •: a coo tor.. 1 ahail utttJl'the sins n has Uaeen cteri _^\ ttu43ttg, ' b} nti} lnap�c y it E .•..•..;, F ..:. ............................... ..... ............................... ... .......................•....... ,.........,:�;,..•:.;:. :;'.:;•.; :.: ::.::; .::::::,:;�' •: '. :...;::: :•:.::.•:.:: ; :;.;... ,� .-- --... -P C X STING i' :::' �.: �:; r.'::•:;• : :•:::•::':..• ::.:::........... ... ...r......�•r .................... �............ ............. -.._,. / -`- -�. I _ .7. \ _ I ^ i\a � c I [ r i 'orofrucgant:9niece>;ce: \ � , 8 L . ;-'. \ \ / / n 3 .. { ITr T F F T ......... :: r f ,tai ... .\ ... ./ �. Ti[e dusv vn and eckcon nksaur�, .all .:revaa . yin:Ura cani�c. , vn. raie ...' ' - _.._.:._._..._..____ ..... _ ..; ..; , •...; ... • •: Q v atz sla be sued . I I I - , ._ I _ _ c c, 0 0 z cn , DEVELOPMENT- N, _ - / _ (: I m i _ I I _ r - i;n afa ui m v a, :� a '4 eaialx i inai soil ahail not tin within the cin es sea >t� Heav ehtaU� tntifiv xd t oPd�tructt n mat nc '[ked I - \ m r I , �., I z t i \ \ � I to h� �ati�a, `�-_.. � ..-- �=' � � � rte' T! �> U) r 1 / I 1 1 , � it J fl U I $:. SoN &rbstanaat[StO umAterOa#veltmt geVkext I i ; I T iT rt ;-t rI FT ' a ,: O� r r I / - CO T �. l,7 �' ! � /" "" --. � ~• •�'" -.-. \ \ \ �, I / :::.:'::::. :.. :: LOT z 7 l Ui>ch davicts shal4 not advexsvly atTOet pees to be savva.: \ \ I ; I .: ..:: .: :..: .. r.; :.; T 1 - / 9 LOT 18o - \ I _ _ ( LOT 161 170 _ -- I ,,.� _ �' / / �( ��•!;y.;..;.. �, : / 7i� "� LOT ~ ara Lunt, i. ed widiin.100 fat ofihe dI line of wma o c saved; � l�in� Pam# np i a / / Y a :t I ( ALLE - - - - � i' `c izuitelaals shun tivt b ®istorvck wiUriai Ap4•feat afthu dti iiiw f fievg to tra saved I i r � cr .,.__._� _.___•__ ._.,, �.....•.----__ �,.,_."..__._- a__..._._. ..,.._..r,_- ...,.."�..,•.. -..__ � . � � -_._ ��' .,,. ..-, I�'l� 00. / ''A':'•«'- � I i"1. 7•-sr- r 2 - •� / � � � �. I1 _ �� r��' :'`.i: ?r.'• _ ``- _ _ _ _ .J )'..::.:: ;a•: \ \ \ ! / VRV IVUVV GR r: .':\.•:. ?: V r a L.11 is / .:' 1 :I -'- P�o�os 2 �• - SOP ,i,o ; FD E __ t .� r . y 1 ACSA ESMT. -•. L ............. i \ 5 1 t / NG Q 1 r 4 1 . I r .:t. l TA 0 H S S ET / __-. f _"-- DETAIL T I E EE DE 1 D Ep ' LOT 18 I / Is NSTRU TON 0 / CO I FOR \ I /-`'T � \ � ...� ETAINING WALL BAC S / \ F b PRESERVATIO AR .. 7`' �J I ` N 42" TAL FENCE HANDRA \ \ / / I / l / I / / I i \ /\ 2 IN / -7-- / �'" 1 / l L;OT X86 �_ _ \ / \ \I (-PROPOSED 20' I - / / ; >. ` 1 F6CE /HANDRAIL SHALL 811 ACSA NSMT. I I / r l / C MPLIANT /ALL CURREN BUILDING CODES 1 I SAA TN CETY/ CCEP / ) _"__ ® G - :/ .•': ;,:; '�,`•' .: ; / r.- f / r i I I 1 I I - CAI :1 REGULATIONS. (TYP.) LOT S r SOU $ L T 8 • 3 LOT 3 FLt, ASS LNED/ � / I i k i NOT E: G WIDE/ TH � PLANTINGS -' IN _F •L •-O-- •O-"D " P LA IN TERRACE AQUATIC BE N CH SHALL BE LOCATED 4 O.C. . PE S PACE AN D SHALL BE IN BOT H T HE VSMH FIGURE r / / / / / / / I \ 1 �( (2 I `;' ' ' <' Y ° j CONTRACTOR SHALL INSTALL 3,05 -4b TABLE (ZONE 2) AND THE / / / / \\ \ ` \ - 1. 6 A4 . j i '� ,x -;,;., ,,.`: r BUFFER PLANTINGS, AS," CURRENT ALBEMARLE COUNTY NATIVE PLANT TYPE A RIPRAP SHOWN, AROUND THE/ ; DATABASE, AS SHOWN. INSTALLED AT THE E RIPRAP\EHA T BE PROPOSED TRAIL FOR I S LE THE INLET OF DISTURBANCES WITHIN ,30 V THE F{� REBA STORM SEWER / �� 2( / / LE GRAPHIC SCALE AL SE �UTFALL) AND-ALONG THE ��� ----- WITHIN,�SH4 LINE INGE A UA ` `OUTLET,.(FOREBAY DAM) 40 o / zo 4o ao 1so / / f \ \ ! f / l 4 ` f 30 ESERV TON / I BENCH BALL B N ACG�RDA C W ,11 / % / / I `I 1 I i CONTRACTOR S L INSTALL 1 I / `45MH & ,eEC. 05. %�j I 1 ROPQSED VARIABLE 1 \ t _...__._..._._1 MEN / I } I ADDITIONAL BUFFER PLANTINGS, / I � / t. WIDFH PUBLIC I / �e =NA_ GE - S/ W M AS i ( IN FEET W OUTSIDE SA 'DRAINAGE-� ESMT FOR DISTURBANCES' 1 inch = 40 ) \1 ft. WITHIN 30' OF P/L ` / 10-7 q I 0-y SCOTT COLLINS� No. 35791 121 o��SSjONAL E��1� Z O a Ce U In W 0 z O H N W ce U) Z LU Q ~ 0 N H W ce Z e c m c Lij D � Z O_ U) t~••r C w z C i w UJ a-r I � . a z O V) � w i I � � i F- Z Q UD Z M M M UJ \ N N