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SDP202100074 Plan - Revision 2022-01-07
9 THURSTON GENERAL NOTES OWNER: STANLEY MARTIN COMPANIES LLC 11710 PLAZA AMERICA DRIVE, SUITE 1100 RESTON, VIRGINIA 20190 DEVELOPER: STANLEY MARTIN HOMES 404 PEOPLE PLACE, SUITE 303 CHARLOTTESVILLE, VA 22911 ENGINEER .• COLLINS ENGINEERING 200 GARRETT ST, SUITE K CHARLOTTESVILLE, VA 22902 (434)293-3719 TAX MAP NO.: 056A1-01-00-02600 (PORTION OF) - 4.874 AC 055A1-01-00-029RO (PORTION OF) - 3.109 AC TOTAL AREA: PHASE 11 = 21.022 ACRES PHASE IIA = 4.953 AC (THIS SITE PLAN) NOTE. • PHASE I (RECORDED IN JANUARY 2020) IS 10.377 ACRES ZONING. R-6 RESIDENTIAL, STANDARD LEVEL - CLUSTER DEVELOPMENT WITH FLOODPLAIN AND STEEP SLOPE OVERLAY DISTRICTS. PROPOSED USE: PHASE H 96 SINGLE FAMILY ATTACHED RESIDEN77AL UNITS (VILLA AND TOWNHOUSE UNITS) 38 SINGLE FAMILY DETACHED RESIDEN77AL UN17S PHASE IIA (THIS SITE PLAN) 14 SINGLE FAMILY ATTACHED RESIDEN77AL UNITS (VILLA AND TOWNHOUSE UNITS) 10 SINGLE FAMILY DETACHED RESIDEN77AL UNITS DENSITY.• OVERALL DEVELOPMENT - ALLOWABLE DENSITY FOR STANDARD LEVEL CLUSTER DEVELOPMENT = 6 DU/AC PHASE I RECORDED ACREAGE = 10.377 ACRES & 50 UNITS PHASE I1 ACREAGE = 21.02 ACRES & 134 UNITS OVERALL ALLOWABLE DENSITY = 31.397 ACRES x 6 UNITS / ACRE = 188 UNITS OVERALL PROPOSED DENSITY = 184 UNITS (PHASE I & II) / 31.397 ACRES = 5.86 DU/AC PHASE IIA (THIS SITE PLAN) ALLOWABLE DENSITY = 6 DU/AC x 4.953 AC = 29 UNITS PROPOSED DENSITY = 24 UNITS / 4.953 AC = 4.85 DU/AC OPEN SPACE: PHASE 11 OPEN SPACE REQUIRED = 21.02 AC x 251'. = 5.26 AC OPEN SPACE PROPOSED = 2.98 AC (14.27) GREENWAY AREA = Z07 AC (33.6%) GREENSPACE PROPOSED = 10.05 AC (47 8%) PHASE IIA (THIS SITE PLAN) OPEN SPACE REQUIRED = 4.953 x 25% = 1.24 AC OPEN SPACE PROPOSED = 2.408 AC (48.6%) N07E' OPEN SPACE TO BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION. ALL OPEN SPACE SHALL BE RESERVED IN A DEED FOR THE COMMON USE OF LOT OWNERS IN THE SUBDIVISION AND NO OPEN SPACE IS PROPOSED TO BE DEDICATED PUBLIC SPACE. PRESERVED/MANAGED SLOPES THE PRESERVED SLOPES AND MANAGED SLOPES ARE SHOWN ON SHEET 2. THERE ARE NO IMPACTS TO PRESERVED SLOPES WI774 THIS PLAN. BUILDING HEIGHTS: MAXIMUM BUILDING HEIGHTS SHALL NOT EXCEED 35 FEET SETBACKS., FRONT.' 5' MINIMUM (25' MAXIMUM FROM R/W OR EDGE OF SIDEWALK) SIDE: NONE - MIN. 10' BUILDING SEPARATION (ANY BUILDING THAT EXCEEDS 35' IN HEIGHT SHALL BE SEPARATED FROM ANY 0774ER BUILDING BY 10' PLUS 1' FOR EACH FOOT THE BUILDING EXCEEDS 35' IN HEIGHT) REAR: 20' MINIMUM GARAGE: 18' MINIMUM FROM THE R/W OR THE EXTERIOR EDGE OF 7HE SIDEWALK SUBDIVISION STREETS CURB & GUTTER WATERSHED. LICKINGHOLE CREEK WATER SUPPLY WATERSHED AGRICULTURAL/ FORESTAL DISTRICT. NONE TOPO & SURVEY., THE BOUNDARY LINE, PARCEL INFORMATION AND TOPOGRAPHY WERE PROVIDED BY ROUDABUSH GALE AND ASSOCIATES IN JANUARY OF 2019. INFORMATION WAS FIELD VERIFIED BY COLLINS ENGINEERING IN DECEMBER OF 2021. A BOUNDARY LINE ADJUSTMENT PLAT WAS CREATED BY ROUDABUSH, GALE AND ASSOCIATES /N FEBRUARY OF 2021 FOR THE PHASE IIA S17E AREA. DATUM: NAD 83 EXIS77NG VEGETATION: PARTIALLY WOODED WITH 2 RESIDENCES ON THE PROPERTY AND EXIS77NG GRAVEL DRIVEWAYS PHASE/ IS CURRENTLY UNDER CONSTRUCTION. LIGH77NG NO STREET LIGH77NG IS PROPOSED WITH THE DEVELOPMENT. ALL PORCH LIGHTS MUST MEET THE REQUIREMENTS OF SEC77ON 4.17 AND BE BELOW 3000 LUMENS. PARKING. PHASE ll 96 SFA UNITS = 192 OFF-STREET PARKING SPACES REQUIRED MINIMUM (1) DRIVEWAY SPACE + (1) GARAGE SPACE TOTAL PARKING PROVIDED: 192 OFF-STREET PARKING SPACES GUEST SPACES: 1 SPACE PER 4 UNITS = 24 SPACES REQUIRED GUEST PARKING SPACES PROVIDED: 1. ON -STREET PARKING ALONG MCCOMB = 26 SPACES 2. ON -STREET PARKING ALONG LEXI LANE = 11 SPACES TOTAL GUEST PARKING PROVIDED = 37 SPACES TOTAL PARKING REQUIRED: 192 SPACES + 24 SPACES = 216 SPACES TOTAL PARKING PROVIDED. 192 SPACES + 37 SPACES = 229 SPACES NOTE. 7HE ADD177ONAL PARKING PROVIDED WITH THE PHASE I DEVELOPMENT DOES NOT EXCEED 20% OF THE REQUIRED PARKING. ON S7REET PARKING AVAILABLE WHERE INDICATED BY SIGNAGE, SEE SITE PLAN SHEET FOR SIGNAGE ALONG LEXI LANE AND MCCOMB STREET. PHASING PHASE 11 SHALL BE DEVELOPED WTHIN 3 PHASES. CURRENTLY, THIS PROPOSED PLAN INCLUDES PHASE IIA. PHASE I IS CURRENTLY UNDER CONSTRUCTION AND PHASE 3 WILL BE THE RESIDUE PARCELS. BUILDING SITES., PARCELS 1-126 EACH CONTAIN A BUILDING S17F THAT COMPLIES WITH THE REQUIREMENTS OF SECTION 4.21 OF THE ALBEMARLE COUNTY ZONING ORDINANCE. BURIAL SITES: A CEMETERY EXISTS ON THE RESIDUE PROPERTY (PARCEL IMP 6A-1-26). THE CEMETERY SHALL REMAIN AND WILL BE PRESERVED WITH THE DEVELOPMENT. SEE EXIS77NG COND177ONS AND S17E PLAN SHEETS FOR LOCA77ON OF CEMETERY. S7REAM BUFFERS., 7HE 100' STREAM BUFFERS SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PR07EC77ON ORDINANCE FLOODPLAIN: A PORTION OF 7HE RESIDUE PROPERTY IS LOCATED WTHIN A FLOODPLAIN ZONE AS SHOWN ON FEMA MAP/y51003CO229D, DATED FEBRUARY 4, 2005. RETAINING WALLS: RETAINING WALLS ARE PROPOSED WITH THE DEVELOPMENT. LANDSCAPING., STREET TREES ARE PROPOSED WITH THIS S17E PLAN ALONG THE NEIGHBORHOOD STREETS IN ACCORDANCE K17H ALBEMARLE COUNTY LANDSCAPING REQUIREMENTS SET FORTH IN SEC77ON 32.7.9 OF THE COUNTY CODE, SEE SHEET 7. TRASH: EACH LOT SHALL HAVE AN INDIVIDUAL TRASH CONTAINER. RECREA77ON AREA: RECREATIONAL AMEN177ES HAVE BEEN PROVIDED WITH THE PHASE I DEVELOPMENT INCLUDING A CLUBHOUSE, RECREA7ONAL FIELD, AND TOT LOT. PHASE ll WILL ADD TO THESE AMEN177ES WITH A PASSIVE RECREA7ONAL AMENITY. A TRAILWAY SHALL BE CONSTRUCTED ALONG THE STREAM PROVIDING A PEDESTRIAN CORRIDOR THROUGH 7HE FLOODPLAIN AREA AND NATURE TRAIL. IMPERVIOUS AREAS., PHASE 11 PHASE IIA PROPOSED ROADWAY: 107,632 SF 22,063 SF PROPOSED SIDEWALK. 31,251 SF 8,429 SF PROPOSED BUILDINGS., 161,712 SF 30,840 SF PROPOSED DRIVEWAYS., 46,692 SF 6,471 SF TOTAL IMPERVIOUS AREA: 347,287 SF (36%) 67,803 SF (31%) LAND AREAS., PHASE 11 PHASE IIA RIGHT - OF- WAY.• 176,676 SF (4.06 AC - 19.3%) 36,021 SF (0.83 AC - 16.87.) LOTS. 355,799 SF (8.17 AC - 38.9%) 74,912 SF (1.72 AC - 34.7%) OPEN SPACE., 130,512 SF (3.00 AC - 14.3%) 28,747 SF (0.66 AC - 133%) GREEN WAY.• JO,7969 SF (7.07 AC - 33.6%) 78,241 SF (1.80 AC - 36.3%) FIRE FLOW: EXIS77NG FIRE FLOW AT HYDRANT LOCATED ONS17E IS 3,240 GPM AT 20 PSI. ISO CALCULATIONS THE MAXIMUM REQUIRED FIRE FLOW FOR THE PROPOSED USE, BASED ON ISO CALCULATIONS, IS 1100 GPM. PLEASANT GREEN -PHASE 2A FINAL SITE PLAN WHITEHALL DISTRICT ALBEMARLE COUNTY, VIRGINIA STANLEY MARTIN COMPANIES LLC TMP 056A1-01-00-02500 1.85 ac. DB 5495, PG 635 PHASE III STANLEY MARTIN COMPANIES LLC TMP 056A1-01-00-029RO PHASE IIB 3.109 ac. DB 5495, PG 635 Opp ` SFO 4O RF4 PR pP pSFO R OQo� LOT 6A / / / LOT LA / 6 \ � 4 / LOT / 53 / ]4 / // PHASE IIA OT I / LOT / O LOT \ n STANLEY MARTIN COMPANIES LLC / / TMP 05500 03 00 OOOAO / 6.28 ac. G or �1, DB 549PG 635 ®®®®®®®®®® \ i`�'••.':':::: i Lor i i ®o -000000 - ®00000 \ ®®®®DODO® 000 0 ,' / L68T ®® ® , ,/ LOT � 000 \ \ 6 STANLEY MARTIN COMPANIES LLCM:• TMP 056A1-01-00-02600 0 --0,PL74 ac. DB ; -PG 635 \ 0 \ 0 0 0000000000000 a 0000000000 cp00 \\\ 0000 00000000000 \ ®000 ®0 ®®®®®� 0 ` \ ` 000® \ ®00 0 10 0 NOTES 1) THIS PROPERTY DOES NOT LIE WITHIN AN AGRICULTURAL AND/OR FOREST DISTRICT. 2) ONLY (1) DWELLING PER LOT SHALL BE PERMITTED. 3) ALL PROPOSED EASEMENTS SHALL BE DEDICATED TO PUBLIC USE. 4 STREET TREES SHALL BE PROVIDED ALONG ALL PUBLIC STREETS 40' O.C. IN ACCORDANCE WITH VDOT AND ALBEMARLE COUNTY STANDARDS. 5) 7HIS PROPOSED IS NOT LOCA7ED W/7741N A DAM INUNDA77ON ZONE. TRIP GENERATION CALCULATIONS AM RATE AM PEAK RATE PM PEAK RATE CODE210: SINGLE FAMILY DETACHED UNITS 9.44 0.74 0.99 330AVPD 25.9 VPH 3 65VPH PROPOSED -35 DWELLING UNITS (165.2 ENTER/165.2 EXIT) (6.48 ENTER/19.42 EXIT) (21.83 ENTER/12.82 EXIT) CODE 220: SINGLE FAMILY ATTACHED UN ITS 7.32 0.45 0.56 739.32VPD 46.46VPH %56VPH PROPOSED -101 DWELLING UNITS (369.66 ENTER/369.% EXIT) (10.69ENTER/35.AEXIT) (35.63 ENTER/20.93 EXIT) 1069J2VP0 R.35VPH 91.21VPH TOTAL: 1M PROPOSED DWELLING UNITS (94.86 ENTER/534.86 EXIT) I (1].17ENTER155.L9EXIT) (9.46 ENTER/33J5 EXIT) 'TRIP GENERATION CALCUTATMNS BASED ON ITE TRIP GENERATION MANUAL (SOTH EDITION) SHEET LAYOUT SCALE: 1" =60' PHASEI Yn EZ S LOT ON 45 LOT 46 LOT 47 \ \ LOT \ 48 LOT \ \ LOT 49/ \ 5° / \ y i i i BUILDING CODE NOTES: 1. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN ALSO. WALLS REQUIRE INSPECTIONS AS OUTLINED IN THE USBC. 2. ACCESSIBLE PARKING SPACES, ACCESS ISLES, AND ACCESSIBLE ROUTE SHALL BE INSTALLED IN ACCORDANCE WITH ICC ANSI A117.1-09 AND THE 2015 VIRGINIA CONSTRUCTION CODE. 3. WHERE THE FLOOD LEVEL RIMS OF PLUMBING FIXTURES ARE BELOW THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER, THE FIXTURE SHALL BE PROTECTED BY A BACKWATER VALVE INSTALLED IN THE BUILDING DRAIN, BRANCH OF THE BUILDING DRAIN, OR HORIZONTAL BRANCH SERVING SUCH FIXTURES. PLUMBING FIXTURES HAVING FLOOD LEVEL RIMS ABOVE THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER SHALL NOT DISCHARGE THROUGH A BACKWATER VALVE. 4. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. 5. BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS SURVEY PERFORMED IN ORDER TO APPLY FOR A DEMOLITION PERMIT. ASBESTOS REMOVAL PERMITS ARE REQUIRED IF POSITIVE FOR SUCH FROM ALBEMARLE COUNTY AND VDOLI. CONTACT VDOLI FOR THEIR ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS AT 540-562-3850 x131. 6. ALL WATER, SEWER, AND FIRE LINES REQUIRE NEW INSPECTION AND TESTING PROCEDURES. THE ACSA PERFORMS ANY TESTING AND INSPECTIONS OF THE PUBLIC SEWER AND WATER MAIN(S). THE ALBEMARLE COUNTY BUILDING INSPECTIONS DEPARTMENT (ACBID) DOES A VISUAL INSPECTION AND WITNESSES THE TESTING OF THE BUILDING DRAIN, WATER SERVICE PIPE AND THE SPRINKLER LEAD-IN CONNECTION. 7. THE DEVELOPER/CONTRACTOR IS RESPONSIBLE TO RETAIN A SPECIAL INSPECTOR AS OUTLINED IN THE UPDATED ALBEMARLE COUNTY POLICY FOR SITE UTILITIES TO PERFORM THE VISUAL INSPECTION AND TESTING OF ALL UTILITIES NOT COVERED BY THE ACSA OR ACBID. THIS INCLUDES BUILDING SEWERS, WATER AND FIRE LINE BRANCHES BETWEEN THE MAIN AND THE METER(S)/BUILDING(S). 8. THE SPECIAL INSPECTOR'S REPORT MUST BE SUBMITTED AND APPROVED BY THE ALBEMARLE COUNTY ENGINEERING DEPARTMENT PRIOR TO A CERTIFICATE OF OCCUPANCY BEING ISSUED. L SITE ]ae ® LAUREL HILLS Iz:a 1 GRAYROCK CROZET I214 ORTH CROSSING GRAYROCCK ,M WAYLANDS JARMAN GRANT WAYLAND PARK GAP ESTATES ' BARGAMIN PARK Crozet]� REA PARKSIDE VILLAGE � a91 VICINITY MAP SCALE: 1"=2000' Sheet List Table Sheet Number Sheet Title 1 COVER 2 EXISTING CONDITIONS 3 LAYOUT & UTILITY PLAN 4 GRADING & DRAINAGE PLAN 5 SITE NOTES & DETAILS 6 UTILITY NOTES & DETAILS 7 LANDSCAPING PLAN & DETAILS 7 TOTAL SHEETS NOTE: IN ACCORDANCE WITH THE 2018 INTERNATIONAL FIRE CODE FOR VIRGINIA, APPENDIX D FOR FIRE APPARATUS ACCESS ROADS, A DEVELOPMENT MAY EXCEED 30 DWELLING UNITS ON A SINGLE PUBLIC ACCESS WITHOUT HAVING TO PROVIDE A SPRINKLER SYSTEM FOR THE UNITS IF IT WILL CONNECT WITH FUTURE DEVELOPMENTS AND IS DETERMINED ACCEPTABLE BY THE FIRE CODE OFFICIAL. THE CURRENT PHASE I DEVELOPMENT IS PROPOSING 50 SINGLE FAMILY ATTACHED UNITS FROM THE EXISTING PUBLIC ACCESS ON BLUE RIDGE AVENUE. PRIOR TO ANY ADDITIONAL UNITS BEING CONSTRUCTED ON THE PROPERTY (PHASE II), A SECOND ACCESS CONNECTION SHALL BE CONSTRUCTED TO THE DEVELOPMENT, PROVIDING TWO POINTS OF CONNECTION TO THE DEVELOPMENT. LEGEND EDGE OF PAVEMENT CURB PROPOSED ASPHALT PAVEMENT EXISTING VEGETATIVE/LANDSCAPE BUFFER GREEN WAY BUFFER PROPOSED EASEMENT Q DROP INLET & STRUCTURE NO. DRAINAGE PIPE BENCH MARK VDOT STANDARD STOP SIGN 61 PROPOSED HANDICAP PARKING SPACE cc PROPOSED ASPHALT STRIPING zoo EXISTING CONTOUR 200 PROPOSED CONTOUR 506.71 TC 506.21 EP PROPOSED SPOT ELEVA77ON TBC DENOTES TOP/BACK OF CURB T/B DENOTES TOP OF BOX 506.71 TW So6.278W PROPOSED SPOT ELEVA77ON TW DENOTES TOP OF WALL BW DENOTES BOTTOM OF WALL PRESERVED STEEP SLOPES MANAGED STEEP SLOPES PEDESTRIAN AND VEHICLE ACCESS PROPOSED CONCRETE PROPOSED & EXISTING GUARDRAIL PROPOSED FENCE O O OO OO 100 YR. FLOODPLAIN APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY SCOTT/R. 0( •LLINSIZ No. 35791 ,1, pow 12/30/21�� ti'SIONAL E��1 U Z o z I a 0 u ^ U U w ED = i U) wz VI J I F=1 z o a i Z ' LU 6kJ N WCD N w \N 7 W J J ® > co in LU U) O O N Q I..L Uj J z H1 L_ LU V / i z LULU V z Q Q LU a- LU O U U w w w a � JOB NO. 182154 SCALE AS SHOWN 1 o F , ---- (lU COTT R. I --_ _ No. 35791 --- ,2/30/21 ` — — — _ -- ---------------- \ `______________ EXISTING RAILROAD CONNECTION TO PUBLIC STREET INSTALLED UNDER SSI( - - - 1 FIRE HYDRANT INSTALLED UNDER PLEASANT GREEN PLEASANT GREEN PHASE I ROAD &UTILITY PLAN -SUB-2019-00071 ----------------- ---------- i — - BLOW -OFF PROPOSED UNDER PLEASANT GREEN'` _______� PHASE I ROAD &UTILITY PLANS SUB-2019-00071 ` - , PHASE I ROAD &UTILITY PLANS SUB-2019-00071 , , EXISTING RSA 12" DI WATERLINE �° EXISTING RWSA 12" DI WATERLINE-` TIE-IN TOREEI NTPHASE ROAD &UTILITY PLAN SIUB-aol A000 1 rTONBEuo NEnREsriNTERsecnoN - _ RIDGEANDIARMANSGAP 9 7 OAD=mo' CULVERT PROPOSED WITH THE PLEASANT - _, GRAVEL ROAD _ _ _ \ GREEN PHASE I ROAD &UTILITY PLAN - 7� - - -, SUB-z019-00071TOBEREMOVED - --- -- i -._ - - -- -- --- _ --_ - _ - _ — MCCOMB STREET CONSTRUCTED UNDER PLEASANT --- GREEN PHASE I ROAD UTILITY PLANS SUB-2019-0007 _ - - --- / /Cp / - - - - - - - - - - se•P MBSr �__, u . > - ,,,�----��----- - -- /` �W" - _ XISTING ACSAB DI WATERLINE E - - - - ' o.e.s bBucsrRE�4 EXISTING BARN TO BE F v i i / 4,P6V o RENOVATED FOR USE BY PORTION OF EXISTING 6" DI WATERLINE AND THE NEIGHBORHOOD / zo' PUBLIC DRAINAGE EASEMENT _ u u EXISTING BLOW -OFF TO BE REMOVED. EXISTING _ _ , u l _-_ i u Q D.B. 5z64, PG. z9 \— - - — - - — u f / VACANT SERVICES SHALL BEABANDONED. - - ' . � P FN �- -�'� ;� \ EXISTING HOUSE TO BE �� -- .psi=-- - � ! � - ', 'e ,r' , � 'n A / ' ssEPs� - _ - - CONVERTED TO A CLUBHOUSE °» F RE HYDRANT INSTALLED UNDER PLEASANT GREEN 'f� �c �' d PzcEze Pv' z = = XISTING RWSA12" DI WATERLINE STORM SEWER INSTALLED WITH_, �'' / / PHASE I ROAD & UTILITY PLAN UB-2019-00071 6D CE M' A, Ao S PLEASANT GREEN PHASE I ROAD A>-✓ a ':. / ' . / �Y"` / i /n'� 11 A/ V �'�i; J li / ' 1' 3 OR '1'� toy O Q a & UTILITY PLAN - SUB-201 000 1 v v �rH > u /8" DI WATERLINE INSTALLED UNDER PLEASANT GREEN P 5 R J' 1 P py[ / 20' WIDE PAVED EMERGENCY ACCESS ROAD - 9 7 ,' \ `\ \', . - ' .\ PHASE TM pRT U DD sa e\ \ c ' PLANS 0 INSTALLED WITH THE PLEASANT GREEN PHASE I- - - - - - x' 30 ' / u ` PHASE I ROAD &UTILITY SUB 2 19 00071 ROAD & UTILITY PLAN - SUB-201 000 1 u �� r' i F 36 D8 R6 / A ,n Z 9 7 N \ /// > / A \ IZ� B A� q4, KING. w m TO BE REMOVED WITH PHASE II AND 5 .'• V / �'%�% u X D pG 3 ti0 / v ` \ p I REPLACED WITH MCCOMB STREET EXTENSION V iv A \ ,'/ i 0�^ " / , DD 2 / Z CULVERT& OUTFALL PROPOSED WITH THE �� 5��e� e^`�� / / H .�. • PLEASANT GREEN PHASE I ROAD & UTILITY / - �-�,xa--- /� s / -- %'' �y,0�5e0 zo'PUBLICDRAINAGEul EASEMENT PLAN -SUB-zolg-00071TO BE REMOVED / / / \ PLEASANT GRE N HOMEOWNE S i '.',; CL,e� 5" D.B. 5264, PG. 297 zod UTILITY EASEMENT _ - W 1 \ / I / FRAME j \ 7 / ASSOCIATION INC 5`° ° - �' \� °C - V / V ° '- D.B. z6 , PG.z T 56A1-1 E `v / \ TMP 056A1-O5-00-000AO v ro9 �� \,r,a, / 5 4 97 I SHED DB 55 G 626 '�f3 u�/ / 5 34 \ PHASE I ROAD & UTILITY PLANS PLEASANT 1 - % 1 / DB 1411 PG 367 (PLAT uu 8" DI WATERLINE INSTALLED UNDER PLEASANT GREEN r \^ \\\ r -� �_--,;"- \ , ,,, O \ ZONING: R6 \ \ ' - / v - --_ -- �.ov L STANLEY MARTIN COMPANIES LLC STORM SEWERINSTALLED WITH TMP 056A1-01-00-02500 _, PHASE III / - --- EXISTING CUL-DE-SAC � PLEASANT GREEN PHASE I 7 / 1.8500 ac. - / TO BE REMOVED WITH / / /' DB 5495, PG 635 &UTILITY PLAN - SUB-201g-00071 - �s - / / \ 5\ `\'I N/F RITZE , MISTY DARNELL PHASE II CONSTRUCTION _ -- \` s88°ao 0 6 E z %'�\ 62 PC 12 / v l 3 9" 7 9 a L 28 85, R 28j so 1 v _ u%- zo PUBLIC DRAINAGE EASEMENT \ DB 576 PG 3 PLAT) ` '-_ I zo' PRIVATE DRAINAGE EASEMENT r D.B. 5z64, PG. 297 R6 / O TMP 56A1 i- EXISTING SANITARY SEWER / s yy zb^E o' F �' '/a//� '' �° I 99 1 r /' v TO BE REMOVED AND EXISTING / - \ L=837'R=zx D.B. 5a64, PG. zg7 � \ \ O N/F OR Y, H L. \ EASEMENTTO BE VACATED / '° 22.31 / PH E LIN T i A- vv v v OR T SA F. m i ' / / �v w' ,' E STORM SEWER INSTALLED WITH\ \ q C o / ° BM DB \ / / \ STANL Y MARTIN COMPANIES LLC / / ro� A I YP / PLEASANT GREEN PHASE 1 ROAD \ \ \ TMP 056A1 01-00-029R00 v I �/ F. ^�' / / V` vv ��v, TOP MH=72 .53 DB 150 PG 23 (PLAT) o \ 1 P // ',�� / `<�a? d Z6 --� / & UTILITY PLAN SUB SUB-0007i all - -- \ 4 11 a G \ '�, 3 0 _ DB 5 635 \ /' tl j�/- 0k/Yy^i 7/ �'^`OA 9S9 '93B \ / / 558°x9 ap98 W 27.oz' - .� W fV a�i 95 P \ -�i r _ _1= .z /R-z . o Sao' UTILITY EASEMENT PHASE II / -°65 _ _ 35 3 5 \ M E ' '� ��/ / \\ 1 / /, =m, \ / / ,/ a o= 6.885z - D.B. 5z64, PG. z97 .-. n1 - EXISTING BOUNDARY LINE y, / o � � - ' TO BE VACATED O+ o 56A1 1-33A \\ / PROJECT LIMIT '---_ - --__- _ / L. OR - z� - / -- - / J. PHAS E 2A S TYP. / L �3.Bu u.5o � _ H sz3 � �� � �� v�Vvv v N F BA ER, JAMES \ CORES J � / - - — - - d, - -- _ / /�� d-2 3 5z r se 4LPG.z�-r r-' \ \\ D D 90 PC 389 \ a > - \ � PiIV ATD�� _ � i vB�46 7___ L z9.og,R iz�$o, , o �� / /, , p i L=a -zoo _ ao PRIVATE DRAINAGE EASEMENT Iv B DB 1980 PC 534 (PLAT) R_sz '/� 0 / w / � i vv 333 3a 5 z U$z64, PG. 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CONTRACTOR SHALL VERIFY E/P ELEVATIONS ADJACENT TO THE SANITARY SEWER MANHOLES TO ENSURE \ W \\� / /!/ / / / \? / D > \ \ ♦ \ J THAT MANHOLE TOPS ARE CONSISTENT WITH THE ADJACENT PROPOSED CURB ELEVATIONS. \ S \ / i / /� / / / ♦ Q O- - — — 3. CONTRACTOR SHALL PROVIDE ENGINEER SURVEY WORKSHEETS OF ALL ROADWAYS, MANHOLE TOPS AND \ \ \ \\ \ \ \ !/\� DRAINAGE STRUCTURES PRIOR TO INSTALLATION OF E/P, DRAINAGE, OR UTILITIES TO COLLINS ENGINEERING j'� ! \ D \ a FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. COLLINS ENGINEERING SHALL VERIFY ALL SURVEY PHASE IIA O / \\ \\� \✓ // /j/ r> S��/ \\ a' ® C] W �c O SHEETS TO ENSURE POSITIVE DRAINAGE AND PROPER ELEVATIONS FOR CONSTRUCTION. \ S \ \ / // LOT / °` �� \ a °° N 4. ALL PROPOSED SANITARY AND WATERLINE EASEMENTS SHALL BE DEDICATED TO ACSA FOR PUBLIC USE. O 6' \ / // / / / \ \ `� W S. 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PER ACRE, OR i LB PER 1,000 SF, UNLESS SPECIFIED OTHERWISE (TYP.) / / / FFE= L�' g S T34z7 743� D.B. --�PG. �� ��� ���PRh PROPOSED WATER PROPOSED zo' PUBL CE LATERAL (TYP.) // r' / / f 7 M 7 4 33 /� m PROPOSED 12" HDPE DRAYRAIN SYSTEM I �� �23� �/� O \ 0 \ q �Lh� R / o FA Sd 8T /� - �� / 065M/ v . ) 3�3` �/� F DRAINAGE EASEMENT \ 3 J / / w/10 PRIVATEEASEMENI (IYP.) -_ _ Vl 3 D.B. PG. \ / j./ Q // - 67 zy.00 % / / ,D.B. PG. _ -- - _ _ �Mj -/ i z0 J m e -PROPOSED FIRE HYDRANT / NC.OV. z8. / / 94 J fj/ / 7 7 \ pQ I AyTa AUM �/ z - ASSEMBLY w/ 8"x6" TEE // / // / 7 7 / / /F 3z. / / zo.6 m --m m-- YiV� �I / LOT O U m MB \ p /tiry f OT \ - - - - - - 4 �/� Q J w G 7a§.00 / 73� 5 Y 1 /� / _ V / PUgC�C BR ` _ - _ / F , - gz. $0 // / \ 57G =73 ROPOSED 6"x4" REDUCER E / SM - z3 /) SED LOT V 0 / - / 7i7.00 / E=7u a ROPO \ x6"TEE & (i) - 6 G.V. > j m = _ \\ OT� % S ' / AR=73o.. / / -REPLACE EXISTING 6" go* BEND WITH 6"x6" TEE � a •'•. j� • � / / 15 ` m / E =731 Sd k / /%/ / / 7i8.o \ - AND TIE -INTO EXISTING 6" DI WATERLINE _ - - - w A 1 a \ g\• // / SMT=7z1.67 22.00 / / \ 56 / LOT PROPOSED2o'ACSA ° . � G \ v \.4 .� y`,� , • q.1 LO / / / I / /\ LOT \ \ 2 UTILITY EASEMENT (TYP. L liLu f fi \ \ / 0 5 1 rn E=730. 1 / 7.33 \ / / / Q/ D.B. J PG. _ \ > .��'• •. I . •�. •. - %, • `. "./ \ °% _ 7z1.33 / / / / / 55G 1 ,6 ...� ^`X� / i / Lu TIE-IN TO ROAD DRAINAGE SYSTEM PROPOSED WITH THE / SMT-721.00 \ 7 7 / / / \ - ` • -' - " d `. • � � � / \ �-1A / FIRE'HYDRANT PROPOSED NDER U / PROPOSED zo' ACSA. , -', r'. ` `? ( - / i PLEASANT GREEN PHASE II ROAD PLAN (SUBzoz000z6) / //=73o.i LOT \ �/ / /' , LOT \� yam! PLEASANT GREEN PHASE I L UTILITY EASEMENT (TYP.) / GAR �/3 7 i \ / s C.O. 73 3 f / / 716.0 54 60 / 9 7 i 1 \ 0.8 6 / o ROAD & UTILITY PLANS (SUB-z01 000 1) .. > INV.7z6.o� y / / BSMT- z6 / / _ SMT=7z1.00 zo.6 j /y4f / / / GAR-7z7.o9 D.B. PG. - /� • `. I ( 6. / / \ 1 ! .` 7 -17 / // 1 LOT 7 / / \ - / � / LOT �� / ;\ 1433 E= i �'� j AR 734 / f�Q \ 6 , / f f- / // ' PHASE IIB \ \-`.�". ` LL', l- e. iOy l \/.PROPOSED8"x8"TEE " �e 4 / / 5GA i .6 ;�C��ti, / \ \ �. `+. \,%• 74 /'BSMT- z 1 / / / \ & (2) 8 G.V. \7zo.67 //!V C Q 7 I / LOT E-71 SANITARY SEWER PROPOSED UNDER I tOT_ / R 2. / V / y PLEASANT GREEN PHASE I I I • � / J / LOT ROAD &UTILITY PLANS (SUB zolg 0007i)_ \ LOT 7z6.17 _ �} / �/ , / O YARD DRAIN SYSTEM SYSTEM PROPOSED WITH THE / / G 7i 18 / / - / / / BSMT=7 / / / PLEASANT GREEN PHASE II ROAD PLAN (SUB20200026) \ \ , i .6 LOT" FE-7 6 \ , / 6" DI WATERLINE PROPOSED UNDER / -+ ni i a / / \ - - .4 • ' V• .I \• '. ' \ / / l / /� / / / /I m 7 4 90 / \ PLEASANT GREEN PHASE I / / F o \-LQT / 3O - o. \ 713a3 51 \ / / \ / / ¢ ^ M - - -_ •: , • ` e' z• 7z5.17 f -73 / \ / / \ROAD & UTILITY PLANS (SUB-zo1 -000 1 / / / o S 7 / 2 / - 06 \ / i\° / m \ GA - 1 .33 / / \ ' 9 7) �/ ��v <� •' ' • �7z4- - �� / / - /� -73 - - - - _ \ � `. • ' , � \ / �722 ` -% / _ /)?�Y BS 83� � TIE-I� AD DRAINAGE SYSTEM PROPOSED WITH THE \ � � � / 19 z.1 \ / ---< i LOT r PROPOSED 8'' SANITARY SEWER (TYP. 7 3L7 J / / / PLEASANT GREEN PHASE II ROAD PLAN (SUB2o2000z6) / \ PROPOSED WATER / 100' WPO BUFFER (TYP. �� 7z3 i7 / LOT�2� \/ \ \ .: ; 2 E I LOT s a \`� . •'. -'. ` , • _ l� j / AR=7z6.i m SERVICE LATERAL (TYP.) 9 A / / / s s � H / \ =7z6.8,; `\I /� \ / \ / vV / \ s / / /i 20 \ oo LOT / PHA � L9 - - • `' - `' OPEN SPACE 'C �� J �i / BSM ` / / /:. PROPOSED zo' ACSA UTILITY EASEMENT (TYPJ 0 20. \ J \ j/ D.B. PG. 3 \ (0.30 AC) / \\ \ - \ D.B. PG. ". ' ' �\ \� 3j/70_ / % / / / _ j \ / / \ \ - ' - E'!�3/TIE-IN TO EXISTING \ LOT Ch - --'' - �� ,SANITARY SEWERMH i \ 00 31 / \ s 7 LOT \ \ ® Cy) -y - " ` . '• • `, • „ - w PROPOSED 8" CL 5z DI WATERLINE / REMOVE EXISTING PLUG `-FIRE HYDRANT PROPOSED UNDER / / / � \� O OO O Oo 0 • 0 r` �-h0� � -_ -� •' � '1 . 1 .00 / /' L©T \ / / i \ &TIE-IN TO EXISTING / 22 \ \ N 0 O O O Q O - _ 7 / AR-719.3 LEASANT GREEN PHASE l / / - - - ---\ R' \ - 8" DI WATERLINE ROAD & UTILITY PLANS (SUB-2019-00071) / \ _ \ �p ©OO OO QO O too' WPO BUFFER (TYP.) �� ^. w - / ✓ \ j / 7 - / / \ a h / / LOT 23 \ 0 © �' • .y.. /zoo > \ / / 2 \ 1 1 /I� M Z 13'33 \\ \ / �lyJ,� _ - - _ 11 / \ l�\ \ \ 8 DI WATERLINE PROPOSED UNDER 4 \ \ OO �o O 1oo-YEAR FLOODPLAIN (TYP.) \\ l J / Q \ O - _ �" \ \ // _L-0 - _ \ \ \ LEASANT GREEN PHASE I \ _1 rf \ ROAD & UTILITY PLAN S(SUB-z01 000 1) I ■ N J - - !■ 0 Op Coi rn- n n ( \ \ / q y° / - - - ' 2o' UTILITY EASEMENT C\I \S \ PROPOSED WATER \ - SLOPES STEEPER THAN 3:1 SHALL BE PLANTED WITH NATIVE STEEP SLOPE MIX �� \ 10�7 `SERVICE LATERAL (TYP.) 1 ' / /\ o �� \' \ = N w Z - 0 j\ J D.6.5z64, PG. z97 WITH ANNUAL RYEGRASS BY ERNST CONSERVATION SEEDS AT A RATE OF N, \ O �� \ I- \ \ 6o LBS. PER ACRE, OR 1 LB PER 1,00o SF, UNLESS SPECIFIED OTHERWISE (TYPJI \ 7�10-17\\C // LOT �� /PROPOSED 21' PUBLIC \ /� V� Q J -- - _ / v / 67 / \ yam o \ / -DRAINAGE EASEMENTS \� \ / / i / - � J � ` � � i� i�1 D.B. � PG. Ali .. \ N \ LLI J \ � ROJECT BOUNDARY (TYP.) � `. •• . ••• � \ ti ' ' • \ � \ -� � � - � � � ui (PROPOSED SANITARY SEWER OO � - . ` \ /�7 7 \ � // / � j� \ \ J \ SERVICE LATERAL TYP. OO / / \ d J V t\T S- -704 - f / / yN' 0�\4'� o \ / U) LL. L 417 nay / -�-W\ % LLIno - \ ` I \ PROPOSED TRAIL EASEMENT \ / 0 Q EXISTING STREAM \ \ \ \ \ \ / / \ - 6 7 1 ' /Lu 0 \ - D.B. PG. \ \ \ \ z \ - •� QO DDo Oo \ \\ _ - \ \ �� \ \ J04'�/ LOB _ // .. 4. • '� \ \ O O OO Oo OO �Ob@ �Q - - - - - - \ \ - - J \ \ \ I \ \ \7oz3 y/ LL .\` . ' PROPOSED SWfvl FACILITY & s / _x ui �XJ \O O 0 OO Oo OO 066-; \OO D \\ \ \ \ 0 ? \ \ //) • `. AINTENANCE EASEMENT 0 1 Q CI) V v / A \\ S\ V A // D.B. PG. / T \ ---- \a \ 0 ----_- -------- - \ \ / _ PROPOSED zo' ACSA \ \ \ �0? \ 7oz.83. /.-y`(LL `. • '. \ ' UTILITY EASEMENT (TYP. \ \ \ ��•'�`/.' -'e•`' `4 `.'+4 ``\ / 5 y LOT . Z `� �::\ -\48 - _ � �\ � � \_� �\ \ \ "�• `.\ '. `\� \, ' \ \ � LOT Lu Q \ / \ \\ \ / \ 49 LZ . �. '." ' '\ "- � LOT - J PROPOSED UNDERGROUND STORMWATER MANAGEMENT \�\ ul•`\� , 5O W FACILITY'D' - SEE VSMP PLAN FOR DETAILS \ (WP0202000OS3) W Lu \ \ ©\ PROPOSED SWM FACILITY & \ \ �\ V • ". , .+`. . `V . V. y V ' f l O- QOOO \ \ \ Q( MAINTENANCE EASEMENT \\\'.�� 1I� + e J •LL. \ \ D.B. PG. \\:'. ,. ` ` • \ / ' \ TIE -INTO EXISTING O \ \ \ - \ \ SANITARY SEWER MH- / _ x \ \ ♦ \ \ _ \ \ U) \ �• OPEN SPACE A \ \ Q � �(g \ \ PROPOSED UNDERGROUND STORMWATER MANAGEMENT \ / \ 4• (0.34 AC) J- f - \ - ' / - \ \ \ - \ \ \ \ FACILITY'D' - SEE VSMP PLAN FOR DETAILS (WP0202000053) D.B. PG. /> , \ Lu _ v A ♦-v v A A o �� LU OL OPROPOSED SWM FACILITY & Q MAINTENANCE EASEMENT �� "': •�, • \ ., I I \ _ ✓_ � ,. � C� O \ " I Op V A D.B. PG. A f S�v� -� a-�s� p a PROPOSED zo' ACSA �O �'�e `� ® \ �v �v �� vv A \ \ A i• �� f i v v A v - - v v I / I I � 1 1 � A V A I A � � � . .• . `. � ". ` • 1 • � UTILITY EASEMENT (TYP.) � N v v Y.�_ •.` .1 `. SEE VSMP PLAN (WPOzoz000053) -SANITARY SEWER PROPOSED UN( q \ \ FOR SWM OUTFACE DESIGN/ 1 ILL` 'I PLEASANT GREEN PHASE I \ \ \ \ \ i \ \ ROAD & UTILITY PLANS (SUB-201 U NOTE: VDOT WILL ONLY MAINTAIN WITHIN DRAINAGE EASEMENTS TO THE \\ I II I °7 z EXTENT NECESSARY TO PROTECT THE ROADWAY FROM FLOODING OR DAMAGE. \ I Gl I ' \ a � GRAPHIC SCA��� _ vv vv �v A\ V A� VA�v A� / I W W v JOB No. I 70 O (�O II /�I 0 � ao ° s ao so �izo OOOOOI i� \ ] \ �182154 O\ O zo'UTILITY EASEMET0 m SCALE mT0 a � O D.B. z64, PG. 297 0\ O�3O' w FEET > ro.7- sHEE i inch = 30 ft. / \ \\ \ \ \ \ \ \\ (� / \ \ / l Do I I m v v v v v oo v v - of I 1 4 DRAINAGE DESCRIPTIONS PIPE INFORMATION INLET INFORMATION STR. NO. DIA. (in.) LENGTH* (ft.) SLOPE (%) INVERT IN INVERT OUT MATERIAL INLET TYPE RIM ELEVATION YD-1 B 12" Yard Drain 717.00 12 65.80 4.06% 714.00 711.33 HDPE YD-1A 12" Yard Drain 714.33 12 47.80 2.09% 711.33 710.33 HDPE YD-1 12" Yard Drain 713.33 12 1 41.30 2.01% 710.33 709.50 1 HDPE c 0 U 0 0 U 0 0 c /� EXIST. GROUND EXIST. ROUND Pavement Design RF= 1.0 Location ADT HCV Design ADT CBR SSV Dr Surface h a Base b a Sub -base h a Dp Rambling Brook Lane (Public Road) 900 2 920 4 4 14.47 SM-9.5 1.5 2.25 BM-25 3 21A 8 0.6 14.93 Litchford Road (Public Road) 150 2 170 4 4 8.59 SM-9.5 1.5 2.25 BM-25 3 #2.25 21A 6 0.6 13.73 Renwick Lane (Private Road) 150 2 170 4 4 8.59 SM-9.5 1.5 2.25 BM-25 3 21A 6 0.6 13.73 5' WIDE CONCRETE SIDEWALK 4" WOT 21A STONE BASE sTpME s`TaME qSE SUBBASE 5E� 6 6 -82.5 B2 5 (TR0' ,0• AVEL LANE) (TRAVEL LANE) 1 24' F/C-F/C 49' R/W TYPICAL NL16Hg0RfI00P S'TRLTLTT SUCTION (49' R/r) RA&BLINC BROOX LANE & LITCHFORD ROAD (ALL PUBLIC ROADS) GS--SSAR RESIDENTIAL & AIIXFD USE SUBDIVISION STREET DESIGN SPEED.' 25 JfPH NO PARTYING PERJfITTED NOT TO SCALE 5' DUDE CONCRETE SIDEWALK NOTE: PROPOSED LANDSCAPING TO UTILIZE OUTER 3' OF PLANTING STRIP PER 3' CLEAR ZONE REQUIREMENT CG-6 3' CURB & GUTTER CLEAR ZONE 2% 2% 6' PLANTING -'I STRIP GENERAL CONSTRUCTION NOTES FOR STREETS: 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WiTHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. 3. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. 4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WiDTHS SHALL BE INCREASED TO SEVEN (7) FEET. 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9(A, B OR C). 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-1. 7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. 10.TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. 11.THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. 12.VDOT STANDARD CD-1 OR CD-2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. 13.A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT"S VIDEO CAMERA INSPECTION PROCEDURE AND WiTH A VDOT OR COUNTY INSPECTOR PRESENT. GENERAL ROAD NOTES: GRADING 1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT. 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY IT SHALL BE REMOVED FROM THE ENTIRE ROAD RIGHT OF WAY WiDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER. 3. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT. OTHER TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCTION OF THE SUBGRADE. DRAINAGE 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE (1) FOOT. 2. STANDARD UNDERDRAINS (CD-1 OR CD-2 OR UD-4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD CONDITIONS INDICATE. 3. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY 20 FEET IN LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTAION SPECIFICATIONS UNLESS OTHERWISE NOTED ON PLANS. 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. PAVEMENT 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECTION. 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE TEMPLATE AND COMPACTION BEFORE BASE IS PLACED. 3. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION FOR TYPE I, II, OR III PRIOR TO PLACING AGGREGATE BASE. 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS BEGINNING AT THE COMPLETION OF THE INSTALLATION OF THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, THE PUGMILL REQUIREMENT WILL APPLY. STEEL BOLLARD DETAIL NO SCALE 3/1G" STEEL PLATE WELDED TO POST & GROUND SMOOTH 2-1/2' DIA- GALVANIZED STEEL POST. PAINTED WITH 2 GOATS OF PRIMER AND INSIGNIA YELLO I 3/4' DIA. W STEEL PIN / HEAtl W/ 3 /8' DIA- HOLE FOR LOCK LOOK FINISH SURFACE -� �CN.LC-) 3' DIA. GALVANIZED - _ STEEL PIPE SLEEVE CPAINT A60VE GROUND i PORTION SAME AS POST) CONCRETE FOOTING 3/1G' STEEL PLATE WELDED T- TO SLEEVE 12' NOTE: DRILL A 13/1G' DIA. HOLE THRU BOTH THE POST AND SLEEVE FOR PIN PLACEMENT. POINT OF CG-6 FINISHED GRADE CURB & GUTTER 3' CLEAR SURFACE 2X 2X 6' PLANTING STRIP EXIST. GROUND EXIST. GROUND POINT OF RIW CURB &GUTTER C/t FINISHED GRADE CG-6 CURB &GUTTER i 4"'1' i 4"'1' 4;'A T 4. 1' BAD ST 2.5 10, n' & ' 20 E/P-E/P l 27' PRIVATE TYPICAL ALLL'Y S.97MONAD R W 27' PRIVATLT ROA ALBEMARLE COUNTY "AWfCA` LANE (PRIVATE ALLEY) 15 HPH DESIGN SPEED GENERAL CONSTRUCTION NOTES NOT TO SCALE 1. PRIOR TO ANY CONSTRUC77ON W77HIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNEC77ON TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF 7RANSPORTA77ON (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURA7ELY REFLECT THE REQUIREMEN7S OF THE PERMIT WERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MA7ERIALS AND CONSTRUC77ON METHODS SHALL CONFORM TO CURRENT SPECIFICA77ONS AND STANDARDS OF WOT UNLESS OTHERWISE NOTED. J. EROSION AND SILTA77ON CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONS7RUC77ON. 4. ALL SLOPES AND DIS7URBED AREAS ARE TO BE FERTTLIZED, SEEDED, AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2.' 1 (HORIZONTAL: VER77CAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF J.-1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZA7TON MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL 7RAFRC CON7ROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM 7RAFE7C CONTROL DEVICES 8. UNLESS OTHERWSE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS III. 9. ALL EXCAVA77ON FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE C0NS7RUC77ON INDUSTRY (29 CFR PART 1926). PROPOSED STATE MAINTAINED ROADS: NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED FOR ROADS THAT ARE PROPOSED TO BE STATE MAINTAINED I. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE BEING COVERED. III. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE PLACEMENT OF ROADBED BASE MATERIALS. IV. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, SHALL BE COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED. v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE APPROVED PAVEMENT DESIGN, PRIOR TO PLACEMENTOFTHE PAVING COURSE OR COURSES, FOLLOWED BY FIELD DENSITY AND MOISTURE TESTS AND THE PLACEMENT OF A PAVING COURSE AS SOON AS POSSIBLE. vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OF THE FINAL INSPECTION. vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOTA MINIMUM OF ONE WEEK PRIOR TO EACH OF THE ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION. viii. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL TESTING OF THE ROADS AT THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING ELIGIBLE FOR STATE MAINTENANCE. MEWAK OR SIDEWALK SPACE EWE OF NAME NIGHT CG W Tx I NT C E. LIMITS OF PED. LIMITS CE PEG. MIMEOS ROUTE® ACCESS ROUTE IMAVED SAME NON-rI ENEBERG DLE � UNPAVED PACE EMf RNICE - l LIMITS OF PER. LINKS OF PER. CHESS ROUTE® NON -TRAVERSABLE/ ACCESS ROUTE® PEDESTRIAN ACCESS ROUTE DETAIL WITH & WITHOUT UNPAVED SPACE M01101µ PoSHT-O-WAY IS RE IHEO IP NNE UINITS 2,-D„ O PEPESTRUN ACCESS MXRE E%TEND BElY1XD M y EXISTING OR PROPOSED VDOT RX I or WAY. JIM PEDESTRIAN ACCESS FIGURES PROVIDE A CONTINUOUS UNINS TRUCTED STABLE FIRM MO RLN RESISTANT PAIN TY TFUT fC Pll'ACCESSIBLE ELEMENTS OF A 4'^'4e' 4eP 4 9 . FMILITT THAT CM BE MPROMIEO. ENTERED MO USED BY PELESIMW6-P Ac2ss ROUTE Is ADJACENT TO BACK OF Wfle, MINIMUM NDrx s,Gum BE S. SECTION F-F C �J HALF PLAN E B PEDESTRIAN ACCESS POUTES RR WE BONG p•.p PROVIDED A MNYUM Y TGVER53HLE W WE 6 REWPID WITH AMU. 2X CROSS ROE. 'T^� WHEN USED IN CONJUNCTION WITH STANDARD PARCG-3 OR CC LXE LUF® FACE ON THIS POLIO STNDAND Is YO BE ADJUSTED 0 MAC TE lw MOUNTABLE CURB COKOURATNNJ, Y'b 4Yr)'e " NORMAL GUTTER SECTION E-E e'. 9 eYSY •OS TO 10% CHARGE TL�N3" e9e a eYY^Pe4e4644e Ng4'PeY e• • "vBS� CLASS M N.E.S.I BOND. BY AGGIL BALE TYPE I SIZE 210 y-G„ ® PONT O W/CE CrvMGE . 12i MAY. SLOPE 5--0" FCR CMB WD GUTTER DULY E P F TT WLi z L tP % MMWW NLTEME IN MOPE AT MINIMUM 10INTERVALS 4e�g4o9a SECTION SEECTION C-C ' SE X 3 z MAXIMUM THEME DELR�EUE Ecc¢onsqurNnuT n MITER KS Fax ROUT. SECTION D-D BEWIGEIN RE A N E STANDARD ENTRANCE GUTTER �VO� ROId MO BODGE STMOA90S REVISION OWE SHEET 1 OF 1 5W 203.02 VIRGINIA DEPARTMENT O TRWBPgirAlaN OJ/15 PROPOSED B..S" SM-g.SA SURFACE COURSE PROPOSED 3" BM-25 INTERMEDIATE COURSE PROPOSED 6"-8" COMPACTED AGGREGATEBASE COURSE COMPACTED SUBGRADE ASPHALT PAVING - PROPOSED PUBLIC ROADS NO SCALE PHASE III (FUTURE) ..✓ -..1_ !t\T Eit{„?C O DIN- Dr' L -AR�� sB sA ; or ar .� LED LOT VY ��-\ \ ^I VG n LDT ) ]= P \LEI CUT W., EW TOP OF CUT PAT LIMITS (rYPaµ) CUr OUTLET H T RC TO ^E (PAVEMENT BEGIN NTH 450 BBGGRME IT H LINE ELBOW FLL EDGE BE PAVEMENT CROSSORNN CD-1 AT LOWER END OF CUTS CENTER LINE SECTION TRAVEL LNEs 1r3.0 IWITX TYPE ISELECT MATERNLI 45. r--- TRENCH PLACEMENT Av N PAY FAIR FOR OUTLET FIVE TO SHOULDER LINE \ EEGGINWITH MST r PAVEMENT 91IRFµ£ ` BAyE H LN TIDE OF FLL SWBME W-@ 7 MORE I. SELECT MATE OR MARREDRR ITIPICALI o GLASS MEE TE. %B MDAMN R OR LRU920 ':..� GLASS MEETING pB GRMATNIN REQUIREMENTS. PLAN VIEW, LEDTE%TILE DRAINAGE FABRIC (PLACEMENT OF CD-1 CROSSDRAIN) OR f. PAVEYEXT SIAFACE Y BASE r SUBBASE OR CEMENT STABLIIED SUBBASE o d'o"a"o�o LEMEHi OR LIME 4TI112Ep1 jjoMDEDTR%nLE 05)-CREGAE, NB MOREGATE OR CRUSHED DRMIOEE SLABS MEETING NE GRADATION REQUIREMENTS. GENERAL NOTES BALL 1. UNLESS SPECIFICALLY INDICATED. CROSSWILL ST BE LOCATED AT THIS PONT WHEN BOTH SUBBASE AORWRAE ME STABILIZED. 2. TRENCH SHALL BE FILLED WITH AGGREGATE AMID THROATILY HALO TARRED TO INSURE COMPACTNESS NON -PERFORATED OUTLET PIPE T OUTLET ME SHALL BEGIN AT THE EDGE OF THE TRAVEL LANE PAVEMENT NO SHALL BE PLACED ON A GRADE PARALLEL TO ME SHOULDER SLOPE 2 %MN. 13 % DES., A ON CURB ANDGUTTER SECTIONS WHERE N IS IMPOSSIBLE TO OTHERWISE PROVIDE OU LETS PER CROSSGRNNS, THEY ME TO RELOLAIEO 50 0.5 TO DRAW INTO DROP PETS CR MANHOLES. 5, ON SUPEREIEVRW SECTIONS TRENCH R TO BE UNDER ENTIRE PAVEMENT AREA I. WRITE RE xx TO PSI xxx WITH OUTLET PPE ON LOW RIDE ONLY. S. INVEST ELEVATION AT OUTLET END OF OUTLET RR 70 PE A MINIMUM or r-0" MoNow INTENT ELEVATION OF RECEIVING MAMAGE DITCH A STRUCTURE. N WALL RECORDS NXI -RICHES ), ALL CONNECTIONS (ELBOWS, WYES.ETC.) WITHIN PAY AIDS FOR OUTLET PIPE ME TO BE OF THE SAME CRUSHING STRENGTH AS THE OUTLET PPE. Y MN TESTED ADMIRING TO MIN D-2Al2 AT 52 DEFLECTION. e. WTI£T PIPE O R sCcuXELY CONNECTED O Ew-IMP OTKR GRAMME STRUCTURE. XVDOT BPECFIGION WAD AND BRIDGE STANDARDS STANDARD CROSSDRAIN MEEREXLE BEET 7 OF I REVISION DATE (AT LOWER END OF CUTS) 3S3 MIS ml %pLw VIRGNIA OEPMTMENT OF TRANSPORTATION )Ot CO -It NOTEWHENA PA ACCESS CONENN EROUTE NTRANCE CROSSES A COMACIAL ENTRANCE THE CRISIS STONE SHALL BE 2X FIRM A WIDTH OF 5 FEET. 'b'+'1 MST GENERAL NOTES OF APPROACH SAME SURFAcnG IRMIUR TO BEM A5 MAINLINE NJIDWAT (SEE NOTE 3) IMAM OX PILOTS( t TO BE AS O WIHIS TH H STTANDAR CG 1 1. WHEN USED E CASEFACESTANDARD l0 910'IT ON R S) �` BEM SEED TO MATCH THE MOUNTABLEDM CG-2 OR CO.6 CONFIGURATION. _ _ _ / 2. SEE STANDARD CG-12 FOR GAS RAMP DESIGN TO BE i SIDEWALK USED WITH THIS STANDARD. INGUE N]TE 51 WIIWAL UNPAVED SAKE F. Fnw LEES 3, MAINLINE PMEYENT RI BE CONSTRUCTED TO THE RM THE MT BORGMf RTMLI2KION �� ---- a }--- [EXCEPT REQUIRED FEW MNEIM PAVEMENT YEMEN CM BE EXPNBSH E3•X,PMSION OMITTED IN THE ENTflMCE.I .DINT SE d. RA➢IK OURS OR COM3INATIOI CURB MG BETTER -- MEET! WITH "B" 2'-O" OR AN CA MNRIHE M.EXCEM SHALL RIOT BE COxsEROcrEO PEYOND TPE R/W LINE Fd2 rERADENINE PURPOSES. SHOWN ON TYROK SECTION. ArN PLAN V VIEW ENTRANCE NOTES S. WHEN TXE ENTRANCE RANI CANNOT ACCOMMODATE THE W TERNRE ANTICIPATED rvEv MUCK WRENENiS OP ANTICIPATEDANTICIPATED MNNLIK ROADWAY SLOPE D'PIRMOLIC INVE (ENTRANCE OILYI iRKFI FEE DEPTH FOR SIDEWALK a CURB PUMPSC WITHAL IRE LIMITS (MIRE RMIIREVLN BE WON TO J". (SEE CC-OI WE YM 0 DPTIO PLOW LI:EOR - p 6. PLANS ME TO INDICATE WHEN CONSTRUCTION OF A FLOW MNNI IRE RDI➢NA-� T (SEE -- -NJTE 11 NE IS REWFEp i0 PROVIDE PoSITIVE DRAINAGE µROBS THE ENTRANCE. 0 BLRX/OE ® 7, THE DESIRABLE MD MAXIMUM ENMMCE GRADE CHANGES CHANGE �-�. ARE DE NOT o r°l. MILE.. THESI VUE ALUES ARE �LICABLEEO STREET y M 20' MNWM FACCEN CWEKOK ENTRANCE TION NOECTIONS. INTERSECTION TES C S. WHEN CG-M1 Is USED FOR STREET CWRECTIOxs THE CHANGES W CONSTRUCT GRADE CHANGES NTH A PMAH"LC CRAVE. DOMINICTIBM MST BE DESIGNED IN MCORDMCE NTH M91T0 POLICY AND THE APPLICMLE REWIRXWMTS CE THE VOOT ROM DESIGN INC NoSTOPNNE SECTION A - A sKAIT DISTANCE WO K VALVE REQUIREMENTS. R. OPTENK FLOTN E MAY REQUIRE WARNING OF A WTERD O PROVIDE POSITIVE ORNNM.E IMIRECTCN. B ACROSS TXE ACROSS THE IIIT_IIIQ ALLOWABLE ENTRANCE GRADE CHANGES / CLM9 AT .V 'L' . RS IX.E.S.I A ...' e ' .i. COMM `' ' ' - SECTION C-C ENTRINCE V0.NE GRADE C..I 'D" DESIRABLE MAT NIq MORE ixM 1500 VPD 05 3i UEDIUN 500-1500 WO LON LE441XM SW VP° SBY NS NOTE: µED MIT ENTRANCE GRADE FAR r B MT APPLSAYE TO STREET CONNECTIONS PEcricARKIR `VAT REFERENCE METHOD OF TREATMENT ROAD AND RIDGE STANDINGS 502 (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES( RevBN oAFE SHEET 1 of , VIRGINIA DEPARTMENT OF TRMSPORTATER 02/10 20] 04 IPHASE II 1 1' 1 6" 1 2' I STANDARD CG-6 CURB & GUTTER NO SCALE CD-2 LINTS BE PAY FOR PAVEMENT _S� OUTLET PIPE auMARE TOP OE - V" CGWIXATIJN WOERORNH 'P suBDRME TUT OF FLL W-12 Jf-'; FLL DITCH IIYRCKI� lT SWULOER LINE LINE ly EDGE OF PAVFIEXi CROSSDRAIN CD-2 ON FILLS CENTER LINE SECTION I �r�RO TRAVEL LAMES (WITH TYPE ISELECT MANNA) ----4---a-1--------k--- EDGE BE PAVEMENT TRENCH PLACEMENT SHOULDER ENE R11 1-4 TDE Or Fu �PAVENENi SURFACE E BAY / y1BB.V^E LIMITS BE PAT FOR OUTLET ME .4. °"""' 4. 4�0• r SELECT GTENµ TYPE IDGB PLAN VIEW SHOWING PLACEMENT OF CD-2 CROSSDRNN ' %SJ PDCREGTE. SB MCRECATF OR ONSLED •p-0.. GLASS MEETING XB GRMATMM! REQUIREMENTS. OEOTE%TLE RANNAS NON -PERFORATED OUTLET PIPE B ]C OR 14 -PAVEMENT 5111610E N BASE SUBBASE OR CEMENT STPHLDEED SURNAE e.4o�o PE. DR AADRIDE M WALL THICKNESS (MIN) - INCITES a.;.o. o 111-NIMOR IT E IT>alJEm NNW TE57D AVOIDING TO MIN 02412 AT 5%DEFLECTON. XITAS ED TE IS AGGREGATE A CHUNTE° GEOTEKiLE ELMS MIIW RB ERMATIM REQUREMENT& PNNAOE 1•-p•• ARXC GENERAL NOTES L TRENCH SHALL BE FILLED WITH AGGREGATE WHO THROUGHLY IWS TAPED TO NST RE COMPACTNESS. APPROACH A/B PAVEMENT 2. OUTLET PIPE STALL BEGIN AT THE EIXS CE THE TRAVEL LIRE PAVEMENT MD SHALL BE PLACED ON A GRAE PMALLEL r0 THE SHOULDER SLOPE z i MIN OE4FAILED GRADE. HtIDGE :- SURNAME S ON CURB NO GUTTER SECTIOM.WIERE IT IS PRESSURE TO ONETIME PROVIDE - COQ OUTLETS FOR CROSSDRAIS. THEY ME TO BE LOCATED 50 AS TO CRµI INTO ORCP CD-2 - INLETS PI MANTOI S p OFEGO BAY M., BE L TYPE I -I SRE N0. 2E B" NN. CEPTX] 4. ON SU VATEO 9ELTWNS TRENCH 15 i0 BE UNDER EMFE PAVEMENT WEA I' OUTLET WITH DunET PIPE Bx Law ME oar. 5, INVERT ELEVATION AT OUTLET ENO OF OUTLET PALE r0 BE A MINIMUM OF PO" MOW INVENT ELEVATOR OF RECEIVING DRAINAGE DITCH OR STRICTURE. PLACEMENT OF CD-2 CROSSDRNN AT G. ALL CDWECITSM ELBDWR WYEs. ETC.( WITHIN PAY FAMNs FOR OUTLET PPE ME TO BRIDGE APPROACH SLABS RE DF THE SIRE cRUSxnG STRENGTH M THE OUTLET PIPE. ]. OUTLET ME TO BE SECURELY CORNECTEO TO OF 120R OTHER DRAINAGE! STRUCTURE. PEDFRCATION RfTERENf£ STANDARD CROSSDRAIN woM MD eRNCE sTMDANDs 23z SDI (AT GRADE SAGS AND BRIDGE APPROACHES( REVBN DATE SMEEr I a: , 'DI VIRGINIA DEPARTMENT OF TRANSPORTATION 0]A15 IOB.OS nPE DF ME c6uB,rD STRENGTH Xw T- "xOM. WALE TER xw.I. 6"xW.OIALETFN RYWTM wµl PVL .%I3 O.1E3 RNOOi FALL PE X JO PSI xNX ]0 pSl MN% CG-I2 HUGE OUPONENIS O CURB TRANS CONSIST W TR FOLLOWING HYORWLIC CEMENT BCEWµK EEPTH H INCHES MEA IN SQUARE YARDS) CURB WHEN REWIRED CM-2 A GO-3 IN LINEAR FEET( GENERAL NOTES- RTECTME WANING SURFACE (AEA N SQUARE YARDS) I, THE DETECTABLE WARNING SHALL R PROVIDED BY TRUNCATED DOMES. EACH OF NE MOW ITEMS IS A SEPARATE PAT ITEM AND SHOULD R WWMIZED 1. EACH DUMB CUT RAMP. 2. ALL BETE -TAKE WANING SURFACE PRODUCTS SHALL MEET THE REQUIREMENTS OF YCTICN SW OF THE SPECIFICATIONS FOR CG-12 DETECTBLE WAR NG WRI OL'A"M RAMP 1211 MAX DETECTABLE WARNING SU PRODUCTS LIKED SHALL WE FROM THE MATERIALS 48'I MM MPHOVED PRLOUCT LIST NUMBER 72. L S. MOP LY WITH MAP O°R 0 BYS U ING PERNs5B EMAY CONSTRUCTION JOINT REQUIRED BARS. 4' G. RED RED BADS NE TO BE NO. X N" PLACED Y CENTER TO CENTER ALONG 0 BOER SIDES OF TRIVAP FLOOR, MID-CEPN OF RAMP FLOOR. MINIMUM CONCRETE COVER 1 tO M 5, ROADWAY CUB / CURB MD GUTTER ACH TRANSITIONS MJACENi 70 CLIMB TYPE A RMPS ME INCLUDED IN PAYMENT FOR CURB / cURS MD GUTTER. PERPENDICULAR S. CUB RNPS ME REQUIRED FOR SBEWµPS MD AIMED USE PATHS. THE WROTH OF THE MRS RAMP SHALL MATCH D IN OF"T3XF T'9 N MIN STUDIED AT D 0 USE SIDEWALK THETMWMH. 'UEM WIDTH RSHALL BE THE AMPS WE EWIDTn MAX J. CETECTAB.E WARNINGS SHALL EXTEND THE FULL WIDTH OF THE MA% CURB RAN LANDING FLOOR 1i� 0. CLIMB RAMPS WILL RE INSTALLED MD LOCATED WITHIN PEDESTRIAN CROSEMMKIT y� A SOWN ON PEAKS OR M DIRECTED BY THE ERROR. CURB FUNS SHOULD IRN0aI TCC.'ATEO BEHIND VEHCLE STOP LINER. LICNi PRIES. FBE HIYMMNS. DROP TYPE B 9, RKPS NAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROMISED THAT PARA LLEL THA LIME DPENND IS RACED WRIN THE LIMITS OF THE OPENING IS KK AND =I. iHI,T LHF AOFE AT TE [CNNECTION OF THE WRB OPENING B R N M 2 ilE R R OEUL D CWB. 10.ME BACH O WMNND SUNPMf PµfLS SHALL BE xSTµLED FLUSH WIMTHE BADx OP EBB.11. NTERE CURB RAPS INTERSECT A RAMµ SECTION OF CURB AT EMILMCES121 Y4 BDR STREET CONNECTDI6 ixE OTECTIRE WMry NO sU A` `HI xAVE wprv:R: VA�A FACTORY RMIW OR BE FIELD-MWIFIEO AS RECOMMENDED BY THEMANJFMIUER TO MATCx xE „ACKK OF CURB CTMEEC 122-I NNPADON 204.0I5 MD 204ar FOR METHODS D NG E Gs LS.A•MRNAT . 2" NIGHER TX EDGE OF PAVEMENT AT M.E SAME AS TV OF CURB TYPE C PARALLEL & PERPENDICULAR TRUNCATED DOLE .B'•-24- c-c 00000RE L 00500 0000000 D 000o 0000000E LMpwc RAID o0 0 00000000 Boa o to r 0000000 o D O B O o oo m DOO DOO DOODD 0000 000000000000000 IM r R D O 0 D 0 0 0 O O O 0 O O O O AT B/9R OF WIB N "T a VMIp$F FULL NOTX OF qAM FLOOR 5£E MITE HE 1- PpT LIMITS DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL DETAIL `VAT A COPY OF THE ORIGINAL SEALED AND SIGNED GRANTS IS W FREE IN THE CENTRAL OFFCE. SPECNICATON ROAD AND MINE STANDARDS CG-12 DETECTABLE WARNING SURFACE' PEFEPE"" sxEEr I DF s REvsaN DATE (GENERAL NOTES) me spz 204.0E NINT VIRG" DEPARTMENT CE TRANSPORTATION SOME o13 O No. 35791 12/30/21 / � I O Zz o ¢ L I O w U U W CO m f =!) ( LU J o ` U) Z / Uj w ` Cd i / TRIP GENERATION CALCULATIONS - PHASE IIA ADT RATE AM PEAK RATE PM PEAK RATE %PROPOSED- E FAMILY DETACHED UNITS 9.44 0.74 0.99 WELLING UNITS 94.4 VPD 7.4VPH 9.9VPH (47.2 ENTER/47.2 EXIT) (1.85 ENTER/5.55 EXIT) (6.24 ENTER/3.66 EXIT) CODE 220: SINGLE FAMILY ATTACHED UNITS 7.32 0.46 0.56 PROPOSED- 14 DWELLING UN ITS 102.48VPD 6.44VPH 7.84VPH (51.24 ENTER/51.24 EXIT) (1.48 ENTER/4.96 EXIT) (4.94 ENTER/2.9 EXIT) TOTAL: 24 PROPOSED DWELLING UNITS 196.88VPD 13.84VPH 17.74VPH (98.44 ENTER/98.44 EXIT) (3.33 ENTER/10.51 EXIT) (11.18 ENTER/6.56 EXIT) 'TRI P GENERATION CALCULATIONS BASED ON ITS TRI P GENERATION MANUAL (LOTH EDITION) (VARIABLE WIDTH) 4" CONC. NOTE: VDOT #57, #68, OR NOTE.' 3, 000 PSI #78 STONE BASE UNDER AT 28 DAYS, CURB & CHECKED BY OR STRONGER VDOT PRIOR TO FARMING AND/OR BACKFILLINGj�\\j�\\/�\\/��', e a d'•\��\� ///\�i\/ 4" 21-A STONE BASE CONCRETE SIDEWALK NO SCALE RESIGN SEE M PAVED SHOULDER SECTION IP TO WE IS M• MEW CONNECTION TO W OUTLET PPE NO SCALE MOMENTUM ExNl BE CEMrERm WIDER MIN MD WETTER GINDMXTLE tlLW/fE FRANC D„ (OVERMAN I'-0' AT TOP( PAVBENr DUTIn RIPE SWMPOE SEE IgIE 1 zIBJ /OBIEOATE. MT.IEGTE OR CM91ED l LEti RIM LO PAMATI011 IEgBE1iNr. CURB AND GUTTER SECTION PAYWE IpTUOYTI�${ MOW WINI `MN WHOW No. AND STANDARD PAVEMENT EDGEDRAIN ' SHE-, OT 2 KEVIGNA BATE INS MBRB VIRGIRIA DEPARTMENT BE TRANSPORTATION ]m I z A DOWELS B- LCNC RE CONSTRUCTION AT COGGN'iRUCTOH AT Y^"X. 12=1 MA% p y LRMP MN MAX F B MR _J RMP GPE TMLE) A (SEE BASED TRANSITION WTI TO 2h1 MR0UC1 Li/RANSITIEN WiiER PM SLOPE TO 20:1 THROUGH RMP LENGTH GUTTER PM MAXIMUM ACRE 201t S TO, YN SHA°E IO MATCH PACE OF ROADWAY CURB BARN IN CYRB d :1 20U LB :1M SECTION A -A sNN WITH BUFFER STRIP M SLOPE P LEWIN YW ml wc� WITHOUT BUFFER STRIP EXAMPLE NSTALLATION METHODS -SEE PLANS FOR LAYOUT LYCN-.B uK GP-LAIDCrMu. DETECTIBLE WARNING SUAACE PERNS4RLE CP[ CURB �- COOTRUm. HINT CKOSRWAL{n SECTION B-B CANT LEDs ONE DIRECTION NOTES ONE DIRECTION WITH BUFFER STRIP I. POPE GENERAL NOTES ON THE DETECTABLE WARNING WIEOCE SEE SHEET t DF S. WITHOUT BUFFER STRIP 2 REGARDLESS REWRED LENGTH O A PARALLEL RMP B LIMITED 70 15 FEET, GUTTER PAN SH THE ROE. ]. WETTER PM SHALL BE A MAXIYW STORE O 201E AT THE RAMP OPENING. 4. DIAGONAL PLACEMENT IS NOT PERMITTED. TYPE B PARALLEL APPLICATION ROADWAY GRACE N PERCENT MINIMUM RAW LENGM IN FEET 4- CURB 6" Wg9 0 6 1 5 2 5 0 34 6 B S 5 D 6 6 5 ROAD AND MINES STANDARDS STREET 3 OF 5 REVISION DATE WE, CU/A 1 EPP CROSSWALK t CROSSWALK TWO DIRECTIONS SMALLER RA WITHOUT BUFFER STRIP GNK SEALED µ0 SEED DRA RNG IS ON FILE N RE CAN )ETECTABLE WARNING SU TYPE B (PARALLEL) APPLICATION VIRGINIA DEPARTMENT OF TRANSPORTATION RK WNGE. I SPECIFICATION RFACE REEPEXE D5 spz SOME ON �n rr^ vJ W NW L ® v JUj LV J T I• 0 E O W ^� Ln V / J J a z "' H� C) IL V / Q W (V W 0 cn z Q z 0 z � LU V W W /LrL� : ) V W 1 I z in V / a W _/�j LL b w d [n JOB NO. 182154 SCALE AS SHOWN SHEET NO. 5 IS IR' iE.J.I. W. 1574 CAST IRON CLEANOUT FRAME AND LID 10114- INSTALLED FLUSH WITH FINISHED SURFACE CONCRETE COLLAR POURED 7 112„ SEE PAVEMENT AROUND CLEANOUT COVER EXISTING GRADE REPLACEMENT (3500 PSI) REQUIREMENTS C FEMALE CLEANOUT ADAPTER DH REVERTED NUT SCREW CAP OR ATSLOTTED SCREW CAPOR-N-SEAL No. 5406-ID AWS* WITH 10 Ij4" BAND VC PIPE SEE BACKFILL AND 7LATERALWYE BEDDING F BEND REQUIREMENTVC PIPE SEWER LATERAL YE -BOTTOM 'A OF TRENCH SECTION -A' SEWER CUSTOMER'S PROPERTY EASEMENT OR RIGHT-0E-WAY FUTURE SANITARY LATERAI-iiII (WHEN INLINE LAYOUT RE(i CAST IRON CLEANOUT FRAME AND LID - - - - - - - -J- � LLL (TI 1 N y f I I�E�[Epl 'H IH I H a { .' WYE SEWER LATERAL A A CONCRETE 45° BEND COLLAR PLAN VIEW STANDARD SANITARY CLEANOUT IN PAVED AREAS JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. SHALL NOT BE LOCATED WITHIN THE RIGHT I3F WAY, VARIES 110't-►I 1 10'iI WATER SEWER 3 A E LOCATION OF OTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC.) EASEMENT WIDTHS, WATER OR SEWER ONLY - 20' MINIMUM WATER & SEWER 30' MINIMUM It SEE PART 3, PARAGRAPH D) SEPARATION OF WATER & SEWER SYSTEMS, UTILITIES CROSSING A WATER DR SEWER EASEMENT SHOULD BE AT 90' TO THE RIGHT OF WAY. UTILITY LOCATIONS I EASEMENT WIDTHS TUTS FIG. W-1 (4) 1" Di5i DN HQMS ON 31 3/*' (B]1mm) DN BOLT CIRCLE. 27 1/2' DIA [3amT] [899mmj 1/1 DIA 7' [667mm] C17Bmm] N" DIA on26 DIA I [722mm] -1 5/8' 116mm] �28 6- DI 'ill 36' ON [914mm] M 26 [BBOmm 1 1/2• 13 1 [38mm] FRAME SECTION [29mm] 2• (51mm) LECRUIS (PROBED F115H) [26mm7 I A�% [79m ] SPN 3 13/16" # 22 13/76`�m)� 2 1/8" [97mm] [579mm] 154mTO P 25" 1 3/8- [835mm] # 11 [35mm] 9/16" O.D. OF GKT GROOVE [17mm] [14ri SECTION VIEW 1/4" (6mm) DIA CAN BOUT AREMBLY NEOPRENE GASKET M DETAIL L (2) WSHR I/16 X 5/8 x 11/2 L� C� S l W `` (pptCeeNa taoD' [5mm 1 5/8" RV69EN PART# 11045 12) 8LT NIX 5/8-11x3 1/2 55 2400' [41mm PART} 00981250 1 1/8' (29mm) DA BOSS [6mm [73mm .63 01A STAINLESS STEEL ROD (2) W DOSS ID ISO OD MPLAN VIEW PICKBAR & LOCKLUG HOLE DETAIL 2) NUT Not 5/Ei ZN R EX: NOTi6: PART# OOS61284 1. ALL MANHOLES Wri 100 YEAR FLOOOPLNN OR LOCATED IN AREAS SUBJECT TO FLOODING SHALL HAVE WATERTIGHT FRAME & COVER. (2) NUT Nx JAM 5/8-11 ZN Z ALTERNADVE DEAGN FOR WATERTIGHT COVERS WILL BE CONSDERm. PART# MOST 2B 7. COVERS SMALL BE FIXED TO FRAMES WTH LACKING Li OR SWUM ASSUBLY. (2) 1935R U3CK LUG TYPICAL WATERTIGHT (SHOED PART# o0ISSRIB MANHOLE FRAME & COVER LOCK LUG ASSEMBLY N.T.S PIG S-HE TD-32 (4) 1" (25mm) DIA HOLES ON 32 .3 (B34mm) DIA BOLT CI CLE. 2" (51mm) LETTERS 0 (RECESSED FLUSH) /-� r 1 [25mm] D 1- SPIN1 qRY PICKHOLSED ESS 1 1/27 D -�7 [38mm] T O 0 0 A T N m ` W `` (2) CORED u O PICKSARS T 1 1/6' (29mm) DIA BOSS D �- J 27 1/2• DIA 1 1/2' [699 7 m] [38mm] m 26 1/4" DIA m [667mm] [178m] 25• DIA 1 1/2' 90 [38mm) 1/4" (6 [m) DIA) 3 1/B' 24" DIA - NEOPRENE GASKET [79ni O[606mm]-t C I_ 28 7/16' DIA 5/8' 23- CIA m T [722mm] [1 8mm] [554mm] 1��1 T1T 36" DA 25" DIA �A [914OSOU [636mm] FRAME SECTION O.D. OF GASKET GROOVE SECTION GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL I �{ B,?4- IN a,. INITIAL BACKFILL B24 IN a.. IN MIN. MIN, MIN, 6" BEDDING #68 STONE * STABLE SOIL ROCK * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION UNSTABLE 8" 4 I INITIAL BACKFILL 4 MI 6" B" e, SOIL\ - MW. MIN. MIN MIN 8 STONE t xti' --GRANULAR FILL AS ` .q.�-' APPROVED BY ACSA � STAB I CK' STABLE SOIL OR ROCK, NOTE 1, NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES, 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W-2 TD-2 1' COMPRESSION A 31 MALE PIPE COUPLING OR APPROVE➢ EQUAL 1' TYPE SOFT COPPER 1"d5 NOTE NO SHSAlEO DTTNGS DUAL SERVICE SINGLE SERVICE NOW. 1) SIMI SHALL BE USED ON PVC PONE, 101 FOR USE ON ATTACHED SINGLE FAMILY RESIDENnAI SERNCES OR DUAL RESDENIMI ({---,E AND IRRIGATOR SFRNCE3. I� 2• IL "`-IMPRESSION . 3/4' MALE PIPE CWPWID APPROVED EOVAL MR USE ON DETACHED NNLBE FAMILY RESDENRAL S.R ICE'M1ERE AN IRNGATON NEIIX 19 N07 PROVIDED. IBM UD -FINISHED GRADE SEE" MIN. COPPERSENER I/B Saw COUPUNO� rs Ai METER 1. J"p^,i1O CORPORATION SNP .�fkh'i:K`f ':waif d NOIX AG NECESSARY W6T W(OER BONA AND BOX BETTER (2-NCx .1"i'K"+IK1. ;z�: Rp HYY-�'IIGu'N�1 LE DI RUNS DRMN PIPE, Ir y- LEND srWL PRNFT. wor T UM MINIMUM THIIXNE59) M'EG M, NO, W ADORECAIE TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FIG. III TD-10 ACSA GENERAL WATER & SEWER CONDITIONS (September 24, 2022.) i. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION. 3. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 7. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 9. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. io. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. ii. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 12. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER LATERAL STUB -OUT SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 23. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF THE SEWER LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 24. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. >S. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA. 36. PRIOR TO BACKFLOW PREVENTION DEVICE TESTING AND THE ESTABLISHMENT OF WATER SERVICE, ALL BACKFLOW PREVENTION DEVICE INSTALLATIONS SHALL MEET THE ACSA BACKFLOW REQUIREMENTS AS DETAILED IN SECTION 8 OF THE MOST RECENT REVISION OF THE ACSA RULES AND REGAULTIONS. 27. A DEED OF EASEMENT AND EASEMENT PLAT FOR THE UTILITY EASEMENTS, APPROVED BY THE ACSA, SHALL BE RECORDED PRIOR TO ANY WATER AND/OR SEWER SERVICE BEING ESTABLISHED. SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL TEE AND PLUGS VOL. SIZE OF (FEET) CU.YD. (FEET) CU.YD. BEND --L-F H I T L I H I T BO 2.50 2.50 3.01 0.24 4"&6" 45 22 3/2 2.00 1.50 2.25 200 2.60 2.52 0.15 0.10 ZOO 225 2.50 0.15 11 1/4 1.50 2.00 2.50 0.10 90 3.66 3.16 3.21 0.48 B, 45 221/2 2.66 LEE 266 2.16 2.77 2.69 0.26 0.13 3.18 291 266 0.32 11 1/4 LEE 2.16 2.67 0.13 90 4.83 3.83 3.42 0.83 10" &12" 45 3.33 3.58 2.95 0.43 3.63 4.00 2B3 0.52 221/2 2.33 2.58 2.86 0.24 11 1/4 L83 1 2.33 2.84 0.18 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANCES SIZE, DEAD ENDS AND AT VALVES. 2. USE 250D P.S.I. CONCRETE. 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4, THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE It SIZE OF ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS NITS FIG. W-3 COVER LIFT NOTCH 12 3/8" WATER CAST IRON LID 4 NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS. TYPICAL METER BOXES (5/8"-1" METERS) NTS. FIG. W-7 REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL 36"MIN LARGER THAN 5" IN ANY DIMENSION 24' MI INTIAL BACKFfLL* EMBEDMENT B"MIN (6" LIFTS) * THOROUGHLY COMPACTED SPRING LINE BY HAND OR APPROVED OF PIPE O MECHANICAL TAMPER NO. 68 STONE - _ HAUNCHING BEDDING 6" max 4" min OUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE NOTE : 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2.FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO, 68 STONE' TYPICAL SEWER PIPE INSTALLATION IN TRENCH TUTS FIG. S-3 TD-34 TD-13 I FRAME & COVER (SEE FIG. S-1-DE) STREET SURFACE OR NON -PAVED AREA SLOPED ARE. -, r0" MAX NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS QTHE LOCAL STANDARD. LENGTH OF BRANCH VARIES 6' MIN 2- TO 10' (2707 18"-22" 7 CU. FT. ALVE BOX #68 STONE 42"MIN '; 6" GATE •'•., VALVE TEE 2500 P.S.I. CONCRETE• BASE AND THRUST BLOCK AGAINST / UNDISTURBED STABLE SOIL. STEEL PILE WHEN THE SOIL IS DISTURBED O>� WHEN RESTRAINED JOINT FITTINGS A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE : 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1 2 MIN. COV ER FROM THE MAIN / TO E TH FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W-4 TD-s VARIES VALVE BOX 4" DIAMETER BRANCH I 1 AND VALVE PLUG VARIES WATER MAIN-i \-RESTRAINED JOINT FITTINGS ON-LINE (TYPE "B") Viiii THREADED COUPLING PVC SLEEVE BRASS NIPPLE AND PVC of CAP i LUBRICATE ALL THREADS THRUST BLOCK- METER BOX (SEE FIG. W-7) VALVE NO. 57 STONE M.J. FITTING 2" PIPE SLOPED TO DRAIN IF GRADE ALLOWS • VARIES VARIES 2" BRASS PIPE `WATER MAIN AND VALVE 2" THREADED TAP ARE SAME SIZE PLUG DEAD END (TYPE "A") TYPICAL BLOW -OFF ASSEMBLY NTS MG. W-8 TD-19 RUBBER COATED STEEL 3'-I MIN STEPS CAST IN PLACE PRECAST REINFORCED � CONCRETE SECTIONS .A 12" MIN "0" RING SEALS 16" MAX MINIMUM ELEVATION DIFFERENCE ACROSS M.H. 5" 4'-0" FROM INLET TO OUTLET SHALL BE 0.20 FEET. CONCRETE VARIES DEPTH FLOE FILLETS CHANNELL TO BE 3/4 DIAMETER OF - / -- `--s--- CONTRIBUTING SEWER.+ 12° A FILLETED INVERT OR A SMOOTH 'Ted TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE PROVIDED. MIN. 5" BEDDING NOTE W/ NO. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT, TYPICAL MANHOLE SECTION SHOWING BRANCH TIE-IN N.T.S FIG. Si TD-25 12" I I PLACE 5' GALVANIZED " WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS `o AS DIRECTED. MARKER LOCATION MAY BE SUBJECT 'a TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE oI ADJUSTABLE TRAFFIC RATED 11 VALVE BOX W/ LID II Z U 2 'a Z N M.J. GATE VALVE WATER LINE In '6 F 1 1_ I 2500 P.S.I. CONCRETE P 4 2'x 2' BEARING AREA. THRUST BLOCK •, 4 .4 4 NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE TUTS FIG. W-5 TD-9 PRECAST CONCRETE MANHOLE BASES SHALL BE FABRICATED IN ACCORDANCE WITH PART V. SECTION G OF THESE SPECIFICATIONS. SET DOGHOUSE BASE�'4 EXISTING SANITARY ON CONCRETE BLOCKS SEWER PIPE DOG -HOUSE OPENING SHALL t]' MIN. 12'CLEARANCE BE PREFORMED BY BETWEEN EXISTING PIPE MANUFACTURER OR AND STONE BEDDING SAW CUT TO FIT PIPE OUTSIDE DIAMATER PLUS 6". 10 THICK VDOT No. 66 STONE BEDDING 6'x6'x16' AND 4'x8'xi 6' SOLID CONCRETE BLDCKS WALL(4 EACH)R ........ ... DOGHOUSE MANHOLE BASE MANHOLE ABOVE BASE SHALL FILL DOGHOUSE OPENING BE CONSTRUCTED AS SHOWN AROUND EXISTING PIPE ON FIGURE S-1-A WITH 3,000 PSI CONCRETE OR NON -SHRINKING GROUT ALLOW CONCRETE WRAP EXISTING PIPE NTH TO FLOW A MIN. NEOPRENE GASKET MATERIAL "i BEYOND BASE BEFORE FILLING THE OPENING OF STRUCTURE NEOPRENE SECURED BY 2 NON- CORROSIVE STRAPS, 1 ON EACH SIDE OF OPENING ( 12' MIN. CAST -IN PLACE A" 3.000 PSI CONCRETE BASE FOUNDATION SECTION W NO, CONSTRUCT AFORMED INVERT FROM NEW SEWER LINE TO ALLOW�'��I' FLOW TO THE EXISTING PIPE. 2. POUR A SHELF TO THE LOWER HALF OF THE EXISTING PIPE. 3. CUT AND REMOVE THE TOP HALF OF EXISTING PIPE TO WITHIN 6" OF THE MANHOLE WALLS AFTER THE INVERT AND SHELF HAVE BEEN FORMED, AND THE MH HAS BEEN FULLY TESTED IN ACCORDANCE WITH THESE SPECIFICATIONS. TYPICAL MANHOLE BASE SHOWING "DOGHOUSE" INSTALLATION Iii FIG. S-1-Al TD-26 3000 PSI CONC. BASE BENCH SLOPED TO FLOW CHANNEL 1/4" : 1' MIN i BRANCH FLEXIBLE CONNECTION / NOTE: WITH STAINLESS STEEL ALL CONNECTIONS TO BAND EXISTING MANHOLES SHALL w BE CORED AND A FLEXIBLE F CONNECTION " BOOT " =o INSTALLED TYPICAL MANHOLE PLAN SHOWING BRANCH TIE - IN NTS FIG. S-I-B TD-27 SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED . THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED M THE MANHOLE. 2, SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% Q (1/4" PER FOOT ) 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN DIAMETER OF 4". 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. SALT TREATED FINISHED GROUND 2 x 4 MARKER PLUG END OF - MAIN LINE--(T I SECTION SERVICE LATERAL _,rIN LINE WYE-TEE PLAN VARIES e SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 TD-33 SCOTT/R. C75LLINS'Z No. 35791 11 12/30/21�i ( C ZZ o a 0 F U GOU 5 L WLin 0 L 1111114 J L ^ Z O F /n Z ( W Of ~ ce C Lu N n O � N mi- co co ® CY7 N c z co Q C) TJ M N W N > Cn LIJ J J Q J J z W LL ~ �r � [ w e Q � N dS z T w/')LILI T- L) U Q p Y z Lu ul r� r^^ Lu vJ Lu LL Lu � z - V) Q J LU J Q CD CD N I- w w o DJ a En JOB NO. 182154 SCALE N/A SHEET NO. 6 TREES UP TO 4" CAL. SHALL BE STAKED WITH 3d'xo" HARDWOOD STAKES. TREES OF 4" CAL. OR LARGER SHALL BE GUYED WITH 3 EQUALLY SPACED, TWISTED, AND TURNBUCKLES. LOOP HOSE AROUND TRUNK. FLAG WIRES WITH COURVEY TAPE. REFER TO SPECIFICATIONS FOR FURTHER I NFORMATION GUYWI RES WITH RUBBER HOSE AND TURNBUCKLES 2/3 UP TREE 2 X2' HARDWOOD STAKES, ALIGN TOP OF STAKES MULCH SAUCER AMENDED SOIL MIX "\ I� CUT AND REMOVE BURLAP FROM TOP Tree Planting and Staking Detail 1/3 OF BALL AS SHOWN Not To Scale SCARI FY SUBSOIL TO 4" Al N. DEPTH DOUBLE STRAND#a2 GAUGE WIRE WITH RUBBER HOSE & TURNBUCKLES J Y'xY'HARDWOOD STAKE \II/ CUT& REMOVE BURLAP FROM TOP 2/3 OF BALL AS SHOWN \ \ PHASE III SCARIFY SUBSOILTO 4" MIN. DEPTH \ / /t C' \ — / / /':. ��, ' , °' / j4 MULCH SAUCER (FUTURE) FINISHED GRADE TREES UPT04"CAL. SHALLBESTAKED. TREES4' CAL. OR LARGER SHALL BE I ✓ -----_ / / // / ,h / / // GUYED WITH 3 EQUALLY SPACED A V \ / / I /_z TWISTED,#a2 GAUGE WIRE WITH HOSE AND TURNBUCKLES. LOOP HOSE \ \ '✓ ( / -- / / / / / / AROUND TRUNK ABOVE BRANCHES AS SHOWN, FLAG WIRES WITH V A A A (- - _ COURVEY TAPE. REFER TO SPECS FOR ADDITIONAL INFORMATION. AMENDED SOIL MIX \ --- (4) ASL STREET TREES / / / / / / / / • ,,� _ _ _ _ / / _ _ — C\ ALONG LITCHFORD R� COMPACTED SUBGRADE— i ' i \ \ (8) UAP STREET TREES— �--ALONG RAMBLING BROOK LN / / / �P �� x ✓ // J — x x \ -- / I \ \I (z) LAP STREET TREES / j 4 dPO f / LOT/ ALONG LITCHFORD RD � — COMPACTED SUBGRADE / / / A \ V 1 � _ — — / // � � ✓ f jj Evergreen Tree Planting Detail / / / / vA� \ I 3 v / // / ` ¢ / /✓ / / LOT / / \ m _ ALL Not ToScale / / / A I / / / // \ / / m 5� / �� � _.� ` �� EASEMENT (2T R/W) SCOTT/R. C)TLLINSZ No. 35791 � 12/30/21 _�4i // M PRIVATE PUB f�OQ / T _ D.B. 5234, PG. 297 x LIC ROAD (49, ` 41— — / / Q // / \ 16 � /// \\ / t \ — � Z o a R/ % " /////� LOT v — a / / / v I �---/ / / ✓ / / J/ / 57 / % f -- -- — U) CID p \ H Lp L / -- /// // ;• m� x / / / / j//��// / y 56 / \\ wz / v / LOT / 1� f OPEN SPACE / / ` EXISTING ��a /� f 6 / I I A LOT vs 2 w c CEMETERY ( \ / m /l / f / // B // 55 Ay f/ A— f 5 W i GRAPHIC--SCA v : a': `I•': "'/ / // LOT vv // / )` l•'v` l �v i f v m l 3 . �/ J / / / 54 X 26 / a0--_—_o is �e G Izo O \ f / / / A // �// / LOT\ LOT / ( If� FEET ) / / / / V A , • l "' i• ` `. PROPOSED 6' LANDSCAPING EASEMENT m V v / / / 7 �. �. `. �./ I/ / D.B.�PG. v 30/ fi. / / / / �' � \ \ \ � � / /, v I � � / x Uv � / //� / .LOT v �� � � x (3) ASL STREET TREES / -LOFT z v ELOCATED ALONG / \_----- / // /// // �\ \—� 5 x�.r\ \. DUPREE STREET _OTY�y / / II y / ✓_-- — — /// / // — \— C \�� //� < LOT / ����G� / \ / -- — —_� —�--- � �`e `•`.•�\ �1 \ / � — -� / / \ \/� � �. LOT / / a ^ LU ,,— —ice\ \ �•�• � \ ` ,/ V / / SLOT � \ \� /\ � QJ �• p � � /-- — __ __ ��- ,/ — , ,, ..`.�`.`'.•�• _ i \sc \� j PHASE \ i ! \ �'-e• �`` \ \� \ \ / f / J (8) ASL STREET TREES — _ i PHASE I I \ "• "�' .� Jl ALONG RAMBLING BROOK LNM -_ \� // _ -- — / y/ ,,, ,\_— --_— `�-`— • `�"��� �� ��\� �/� / LOT-L9 \/--�,. /r— -_,_, ��\— — -\ -�.` .�`t• ,�, �' ".��...� \�' �/ �f / \ / \� � / . \\ LOT __� / / 33. LOT ✓/x Ar LOT 3 LOT 23 C'7 —Q PROPOSEDTREE k 1 /\ / / \ / / 24 0 PROTECTION FENCING —L-0 _ / J \ °� / N 00�00�00 �\ PROPOSEDiIMITSOF-^ / Q — \� \�\\\ T/L J__�$"co O TREE CLEARING TYP. -00 -- O\�\\ \\ \\f J ��E°° III N -- O ROPERTY LINE OO LIMITS OF STREAM / L / / / v '� BUFFER (TYP.) " � \ S\ \ \ - \// \ �, y / I � � N Q / \ / co LGT LU \ \ > \Qo �\ \\ \\\ \\ \// LOT — �/\ 6 / > LU \ \ \ 10o YR FLOO_ DPLAI �\ / \ \ \ S \ \ // 7. " O L9 \000 \ ° o (6- \ \ \ "( / Q o = SwM County of Albemarle O — O \ ` y Comervation Plan ChecWist—To be placed on Landscape Plans �O O \ \ �� \ O \ � / \ \ •' "�'' �'. \•"\ FACILITY-'�' ,y x 1992 3.38 (Handbook, pp IH-284-I11-297 for complete specifications) \ O O O ` • �" \ 1. The following items xhaR In shown on the oIs . \ O \ •Y� " `'" "•. V " • / W Treestobesaved / \ ® Limits of clewing (outside dapllne of trees to be saved); ® Location and type of protective fencing; ® Gmde changes regwvug tree wellswwalls; Q PmposedtmeM1ingortum,elingbeymdthelmi ofcleadng. 2. MarM 0 All trees m be saved slurp be markedwuth print ornbbon at a height clemfy visible m egmpment operator. El No shall Noire until the tree has bear ins acted and a e9 a County Inspector ��g 8 �18 P PPrm' M' ntY P 3. ProLomIraction Conference: � Tree preservation antl protection measures sM1NI be reviewed with the cpntmnor m sne 4. Eaummem Operation and Storage: E3 Heavy a3wpment, veluculm traffic and storage ofeenstrucnon matmals including soil shall not be pemutted within me driplines oftiem to be saved. 5. Soil Erosion and Smrmwater Detention Deriees: ® Such devices shall rot adversely effort trees to besav�. 6. Pass � Fires are pot permitted withw lW feet afthe dtipline o(tremmbe saved. 7. 'font Meterkdc� ® Towcmataials shall not ba ateral within l00feet ofthe driphne oftreea robe saved. S. Protective Fenchm, Ll Treestobere�ainedmtWn40feOofapraposedbuildingorgradingacdvtyuhaUbopMo Mbyfmcing 0 Fencing shalt bo m place and shall be inepxtaa aM appmva3 by a County Isrspectax poor to gmd'mg m cosntruction. 9. Tree Well,: ® Whmihegromdlevelmust Ne sadwithintheariplineofatreetobesavedabeewoUshallbeprovidedmdamnehucnmdWI subnuttcd for approval 10. Tree Waur: Ll Whenthe ground level muntcloweredavithin thednphpe aheetobe saved, ante wall shall be provided; and acpmtmctiondetad subnuaed for approval. 11. Trenching and Tmnnfine: Ll Wh hos thing is required within the Bmi6 of clemrig,it shall be done as fin away from matrmks oftmes as postibla Ttumehvg a 1 ge o-ae sM1sllbeannnaapa as ao Ntemaave whenn ra aNicipated mat necmaary o-mcmng wul aeao-ey reeaerrenta. 12. C� ® Pm. a fencing shall tie me Iaat irmna rem°vm am;r� me anal aemnp. 13. Damaged Truss ® Damagedhees shallb cited immediately by pmsung, fiandnaion or omen methods recommended by a hose specialist. NOTE: IT ISTHE DEVE PERS RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. 9/17/2021 SOLrm: Va. DSWC Plate 338-2 - OWNER SIGNATURE (DATE) CONTRACT PURCHASER SIG I u I RI: (DATE) III - 401 5/1106 Page I of 1 LANDSCAPING NOTES: i. i LARGE STREET TREE PROVIDED FOR EVERY o' OF STREET FRONTAGE. 5 2. STREET TREES SHALL BE LOCATED 1o' MIN. FROM WATERLINE AND SANITARY SEWER STRUCTURES. STREET TREES SHALL BE LOCATED io' MIN. FROM THE MH CENTER OF STORM STRUCTURES, AND 5' AWAY FROM DRAINAGE PIPES INSTALLED AT A DEPTH LESS THAN io'. STREET TREES MAY BE PLANTED ON TOP OF DRAINAGE PIPES INSTALLED AT A DEPTH OF 1o' OR GREATER. 3. STREET TREES SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. STREET TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. 4. LANDSCAPING PLANTS AND TREES ADJACENT TO THE SIGHT DISTANCE TRIANGLES WILL NEED TO BE MAINTAINED IN AREA BETWEEN 2' AND 7' ABOVE GROUND AS A CLEAR ZONE TO PRESERVE SIGHT LINES AND ACCOMMODATE PEDESTRIANS. THE HOA WILL BE RESPONSIBLE FOR THE MAINTENANCE OF SIGHT LINES. S. TOTAL STREET FRONTAGE=1,229' REQUIRED STREET TREES: 25 (1 TREE PER EVERY 50' OF STREET FRONTAGE) PROPOSED STREET TREES: 25 STREET FRONTAGE ALONG RAMBLING BROOK LANE: 794' REQUIRED STREET TREES: 16 PROPOSED STREET TREES: 16 STREET FRONTAGE ALONG LITCHFORD ROAD: 290' REQUIRED STREET TREES: 6 PROPOSED STREET TREES: 6 STREET FRONTAGE ALONG LITCHFORD ROAD:145' REQUIRED STREET TREES: 3 PROPOSED STREET TREES: 3 6. TOTAL SITE AREA = 4.953 ACRES REQUIRED CANOPY = 20%x 4.953 AC = o.99 ACRES EXISTING CANOPY TO BE PRESERVED = 61,258 SF (1.4 AC) PROPOSED CANOPY = 6,895 SF (o.16 AC) TOTAL SITE CANOPY = 68,253 SF (1.56 ACRES) PHASE IIA PLANT LIST SYM COMMON NAME BOTANICAL NAME SIZE CANOPY QUANTITY TOTAL STREET TREES ASL LEGARY'SUGAR MAPLE ACERSACCHARUM TEGACY' 10-12'HT 195 15 2925 LAP PRINCETON'ELM ULMUSAMERICANA'PRINCETON' 10-12'HT 397 10 3970 TOTALCANOPY: 6895 \ \ %.% _5 \ H OEXISTING TREAMS \ f \ • ` �\ + / \ \ \ \ © \ \ \ \,`.OPEN SPACE++'.4 ` 00 \ \ COS \ \ - \ / AC)/ \ \ LU LU 60 a LU I \ 04 O fit / l 1 z' •..` � � I I I o I\ \ \ I 1 I C) \ I o l I I A O I o O Oo a z_ z LL Q 1 Q N z LU i.%) Q v a— Q LU Q LU J z L0 LU _J CL I w a Ln JOB NO. 182154 SCALE III _ 30' SHEET NO. 7 C 0 to C O 0 0 E 0 C a; D 0