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HomeMy WebLinkAboutSUB202200140 Plan - Revision Road Plan and Comps. 2022-11-17STOCKTON CREEK SUBDIVISION Brookville Manoip GENERAL NOTES OWNER: STOCKTON CREEK LLC 455 SECOND STREET, 57H FLOOR CHARLOTTESVILLE, VA 22902 DEVELOPER: RIVERBEND DEVELOPMENT INC. 455 SECOND STREET, SE SUITE 200 CHARLOTTESVILLE, VA 22902 ATTN: ALAN TAYLOR ENGINEER. COLLINS ENGINEERING 200 GARRETT ST SUITE K CHARLOTTESVILLE, VA 22902 (434)293-3719 TAX MAP NO.: 1. 06900-00-00-019BO (DB.5504, PG.614) - 3.64 ACRES 2. 06900-00-00-019CO (DB.5504, PG.614) - 7.70 ACRES J. 06900-00-00-019EO (DB.5504, PG.614) - 4.62 ACRES 4. 06900-00-00-019FO (DB.5504, PG.614) - 4.63 ACRES 5. 06900-00-00-019HO (DB.5504, PG.614) - 11.03 ACRES 6. 06900-00-00-019JO (DB.5504, PG.614) - 8.92 ACRES 7. 06900-00-00-050BO (DB.5504, PG.614) - B73 ACRES TOTAL AREA: 49.27 AC. ZONING: RA - RURAL AREA - WITH HAZARD OVERLAY DISTRICT ENTRANCE CORRIDOR OVERLAY DISTRICT, & CRITICAL SLOPES OVERLAY DISTRICT DEVELOPMENT RIGHTS IMP 69-19C, IMP 69-19E, IMP 69-19F, & TMP 69-50B ALL HAVE (2) DEVELOPMENT RIGHTS AND MAY BE FURTHER SUBDIVIDED. TMP 69-19H AND TMP 69-19J BOTH HAVE (4) DEVELOPMENT RIGHTS AND MAY BE FURTHER SUBDIVIDED. TMP 69-19B HAS (2) DEVELOPMENT RIGHTS BUT MAY NOT BE FURTHER SUBDIVIDED N THE CURRENT CONFIGURATION. PROPOSED USE: 15 SINGLE FAMILY DETACHED (RURAL RESIDENTIAL) LOTS OPEN SPACE.` NONE (NOT APPLICABLE) RECREATION AREA: NONE (NOT APPLICABLE) CRITICAL SLOPES. CRITICAL SLOPES ARE LOCATED ON THE PROPERTY AND SHOWN ON THE EXISTING CONDIT70NS PLAN SHEET (SHEET 2). NO CRITICAL SLOPES WILL BE IMPACTED WITH THE PROPOSED ROAD DEVELOPMENT AND SUBDIVISION OF THE PROPERTY. BUILDING HEIGHTS MAXIMUM BUILDING HEIGHTS SHALL NOT EXCEED 35 FEET SETBACKS` FRONTMIN. 75' (ALONG EXIS77NG PUBLIC R/W) AND 25' (ALONG INTERNAL PRIVATE & PUBLIC STREETS) NO MAXIMUM SETBACK SIDE.` MINIMUM - 25' AND NO MAXIMUM REAR: 35' MINIMUM AND NO MAXIMUM SUBDIVISION STREETS: ROADSIDE DITCH WATERSHED: STOCKTON CREEK WATER SUPPLY WATERSHED AGRICULTURAL/ FORESTAL DISTRICT: NONE TOPO & SURVEY: TOPOGRAPHY PROVIDED BY ROGER RAY & ASSOCIATES, JANUARY 2022. HE BOUNDARY LINE INFORMA77ON IS PROVIDED BY ROGER RAY & ASSOCIATES, AUGUST 2021. INFORMAT70N FIELD VERIFIED BY COLLINS ENGINEERING IN DECEMBER OF 2021. DATUM: NAD 83 EXISTING VEGETA770N. EXISTING FARM LAND WITH CORN CROPS AND PASTURES FOR COWS. TREE VEGETATION OVER A PORTION OF THE PROPERTY, MAINLY ALONG THE STREAM CORRIDORS (1) EXISTING FARM HOUSE WITH BARNS. LIGHTING: NO LIGHTING IS PROPOSED PARKING. REQUIRED PARKING: 2 OFFSITE PARKING SPACES PER LOT WITHIN THE DRIVEWAY OF THE RESIDENTIAL LOTS PARKING PROVIDED: 2 OFFSITE PARKING SPACES PER LOT WITHIN THE DRIVEWAY OF THE RESIDENTIAL LOTS NOTE: NO FORMAL ON -STREET PARKING IS PROPOSED ALONG THE PROPOSED STREETS AND CUL-DE-SACS. PHASING: THESE PROPERTIES SHALL BE DEVELOPED WITHIN (1) PHASE BURIAL SITES: NO CEMETERIES WERE FOUND DURING A FIELD INVES77GA77ON OF THE SITE STREAM BUFFERS: THE STREAM BUFFERS SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE K1774 THE ALBEMARLE COUNTY WATER PROTECTION ORDINANCE. SEE SHEET 2 FOR THE LOCA77ON OF THE STREAM BUFFERS. RETAINING WALLS: NO RETAINING WALLS ARE PRPOPOSED. LANDSCAPING: EXISTING TREES TO BE MAINTAINED ON THE PROPERTY IN ACCORDANCE WITH ALBEMARLE COUNTY LANDSCAPING REQUIREMENTS WITHIN SEC77ON 32.7.9 OF THE COUNTY CODE AND IN ACCORDANCE WITH CHAPTER 14. BUILDING SITES: EACH PARCEL CONTAINS A BUILDING SITE THAT COMPLIES WITH SECT70N 4.2.1. OF THE ALBEMARLE COUNTY ZONING ORDINANCE. STREAM BUFFERS/FLOODPLAIN. THERE IS A 100-YEAR FLOODPLAIN ON THE PROPERTY, PER FEMA MAPS 51003CO225D; FEBRUARY 4, 2005. STREAM BUFFER EXISTS, AS SHOWN ON SHEET 2. OFFSITE DISTURBANCE NO OFFSITE DISTURBANCE IS PROPOSED WITH THIS PLAN NOTES. z'SCOTT/R. CDLLINSZ ROAD PLAN �- Lic. 1/ 035791 °p 11/15/22 Av7 Brooksville Manor °� SUB2022-00140 / -- Blue Rid �SSIONAL E�GS WHITEHALL DISTRICT ALBEMARLE COUNTY, VIRGINIA I / / \ LOT \ / 2.70 ACRES \ SH�Et I LAYOUT . g, 1' = 160' `A LOT 14 3.90 ACRES o" O \ ° LOT / \ � \ \ � \ \ / moo. �" _'\•. � Qom\ �J / ��•.`•`�' �i 2.39ACRES / LOTz3 / / 1B0ACREs \ \``•' LOT 13 / \4.4499 ACRES ,'. •'�.�. i.`•` / LOT 12 2.40 ACRES LOT 10 A 2.22 ACRES \ \ I / I / LOT 11 \ / 2.74 ACRES \` LOT 22 j 2.49 ACRES / LOT 3A / \ 2.07 ACRES 1 / / \\LOT ItO L1 1L 1 21 3.10 ACRES / // LOT 20 I 3.46 ACRESLOT 3B 1� 2.49 ACRES / / I _ 1) THIS PROPERTY DOES NOT LIE WITHIN AN AGRICULTURAL AND/OR FORESTAL DISTRICT 2) ONLY (1) DWELLING PER LOT SHALL BE PERMITTED. 3) EACH LOT SHALL HAVE AN INDIVIDUAL TRASH CONTAINER WITH PRIVATE TRASH SERVICE FOR PICKUP. IMPERVIOUS AREAS WITHIN LOD : 4) THIS PROPERTY IS NOT LOCATED WITHIN A DAM INUNDATION ZONE. PROPOSED ROADWAY 50,089 SF 5) RETAINING WALLS GREATER THAN 3' IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4' IN HEIGHT REQUIRE A PROPOSED DRIVEWAYS 42,996 SF STAMPED ENGINEERED DESIGN. WALLS CROSSING LOT LINES REQUIRE AN EASEMENT. PROPOSED RESIDENCES 31200 SF 6) ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECT70N PROPOSED SIDEWALKS 0 SF PERFORMED BY THE BUILDING DEPARTMENT. TOTAL 124,285 SF CONSTRUCTION FIRE PREVENTION NOTES: 1.. SMOKING SHALL BE PROHIBITED IN AREAS WHERE SMOKING MAKES CONDITIONS SUCH AS TO MAKE SMOKING A HAZARD AND THESE AREAS SHALL BE DESIGNATED WITH NO SMOKING SIGNS PER VIRGINIA STATEWIDE FIRE PREVENTION CODE. 2. AREAS WHERE SMOKING CAN OCCUR, SHALL HAVE APPROPRIATE RECEPTACLES FOR DISCARDED SMOKING MATERIALS PER VIRGINIA STATEWIDE FIRE PREVENTION CODE. 3. PER THE VIRGINIA STATEWIDE FIRE PREVENTION CODE, VEHICULAR ACCESS FOR FIREFIGHTING SHALL BE PROVIDED AT ALL CONSTRUCTION AND DEMOLITION SITES, PROVIDE ACCESS TO WITHIN Zoo FT. OF TEMPORARY OR PERMANENT FIRE DEPARTMENT CONNECTIONS, AND HAVE NO OVERHEAD WIRING OR OTHER OVERHEAD OBSTRUCTIONS LOWER THAN 13FT 6 INCHES; THIS ACCESS MAY BE VIA PERMANENT OR TEMPORARY ROAD, BUT SHALL BE CAPABLE OF SUPPORTING FIRE APPARATUS IN ALL WEATHER CONDITIONS. 4. CONTRACTOR SHALL ENSURE THE STREET NUMBERS ARE ALWAYS VISIBLE FROM THE FRONTAGE STREET DURING CONSTRUCTION PER THE VIRGINIA STATEWIDE FIRE CODE. S. AN APPROVED WATER SUPPLY FOR FIREFIGHTING OPERATIONS SHALL BE IN PLACE AND AVAILABLE AS SOON AS COMBUSTIBLE MATERIALS ARRIVE ON SITE. 6. WASTE AND COMBUSTIBLE DEBRIS SHALL BE REMOVED FROM THE BUILDING AT THE END OF EACH DAY AND DISPOSED OF IN ACCORDANCE WITH THE VIRGINIA STATEWIDE FIRE CODE. 7. FIRE EXTINGUISHERS SHALL BE PROVIDED, WITH NOT LESS THAN ONE APPROVED FIRE EXTINGUISHER AT EACH STAIRWELL, ON ALL FLOOR LEVELS WHERE COMBUSTIBLE MATERIALS HAVE ACCUMULATED, IN EVERY STORAGE AND CONSTRUCTION SHED AND IN ARES OF SPECIAL; HAZARD, SUCH AS WHERE FLAMMABLE AND COMBUSTIBLE LIQUIDS ARE STORED OR USED, IN ACCORDANCE WITH THE VIRGINIA STATEWIDE FIRE CODE. 8. OPERATIONS INVOLVING THE USE OF CUTTING AND WELDING SHALL COMPLY WITH THE VIRGINIA STATEWIDE FIRE PREVENTION CODE AND SHALL REQUIRE A PERMIT FROM THE ALBEMARLE COUNTY FIRE MARSHAL'S OFFICE. OVERALL ACREAGES TOTAL ACRES OF LOTS: 46.76 AC (94.990) TOTAL ACRES OF OPEN SPACE: 0.00 AC (30.3%) TOTAL ACRES OF ROW.` 2.51 AC (5.19) TRIP GENERATION CALCULATIONS SCALE: 1 "=100' TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL (10TH EDITION) 15 SINGLE FAMILY DETACHED UNITS (CODE 210) TOTAL ADT: 142 VPD (71 ENTER/ 71 EXIT) TOTAL AM PEAK: 12 VPH (3 ENTER/ 9 EXIT) TOTAL PM PEAK: 15 VPH (10 ENTER/ 5 EXIT) 211) LOT 16 A �•'�� 2.25ACRE6 \\ //°���`y�`•. 600 LOT 17 6.19ACRES ° LOT 18 \ \ 2.05 ACRES �,r• \ LOT 19 3.44 ACRES 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 Al17.1-09 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. 9. DUE TO REQUIRED DISTANCES FROM LOT LINES AND STRUCTURES AS REQUIRED BY THE NFPA, UNDERGROUND PROPANE TANKS MAY BE PROHIBITED. THE BUILDER/DEVELOPER SHALL PLAN ACCORDINGLY. SUBJE SITE �OV VICINITY MAP SCALE: 1" = 2000' LEGEND LLVM O EX157ING CULVERT O CULVERT 0 DROP INLET & STRUCTURE NO. CURB O CURB & GUTTER 0 PROPOSED PAVEMENT EC-3A DITCH DEPTH OF EC-3A DITCH EC-2 DITCH DEPTH OF EC-2 DITCH Greenway Awo „•,,,, EARTH DITCH DRIVEWAY CULVERT BENCH MARK _ _ _ _ _ CLEARING LIMITS T zoo EXIS77NG CONTOUR 20o PROPOSED CONTOUR 240.55 VDOT STANDARD STOP SIGN PROPOSED SPOT ELEVATION G z 0 U U U) LU J Z O � w m O �••� U W Q of z Z o o in > ca W w U) li F VSMP PLAN SHEET LIST Sheet Number Sheet Title 1 COVER SHEET 2 EXISTING CONDITIONS & DEMOLITION PLAN 3 OVERALL LAYOUT PLAN 4 SITE PLAN 5 SITE PLAN 6 OVERALL GRADING AND DRAINAGE PLAN 7 GRADING AND DRAINAGE PLAN 8 GRADING AND DRAINAGE PLAN 9 NOTES AND DETAILS 10 DRAINAGE MAP AND CALCULATIONS 11 DRAINAGE CALCULATIONS 12 ROAD PROFILES 13 ROAD AND DRAINAGE PROFILES 14 DRAINAGE PROFILES 15 SIGHT DISTANCE PROFILES 16 SIGHT DISTANCE PROFILES 17 LANDSCAPING PLAN 18 MAINTENANCE OF TRAFFIC PLAN 18 TOTAL SHEETS NOTE: 1. CONTRACTOR SHALL VERIFY ALL ROAD CONNECTIONS, INCLUDING RECENTLY CONSTRUCTED AREAS, VERTICALLY AND HORIZONTALLY PRIOR TO CONSTRUCTION AND SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES. 2. CONTRACTOR SHALL CONFIRM ALL UTILITY, DRAINAGE, AND ROAD CONNECTIONS, AND SHALL NOTIFY ENGINEER OF ANY TIE-IN ISSUES OR DISCREPANCIES. 3. OVERHEAD WIRING OR OTHER OBSTRUCTIONS SHALL BE HIGHER THAN 13'-6". 4. ALL PAVEMENT SHALL BE CAPABLE OF SUPPORTING FIRE APPARATUS WEIGHING 85,000 LBS. 5. CONTRACTOR SHALL ENSURE ALL ON -SITE UTILITIES, ABOVE AND BELOW GROUND, SERVICING ADJACENT PROPERTIES SHALL CONTINUE TO SERVICE THE ADJACENT PROPERTIES THROUGHOUT CONSTRUCTION AND UPON COMPLETION OF THE PROJECT TO THE FULLEST EXTENT POSSIBLE. 6. SEE SHEET 2 FOR COMPLETE PROJECT BOUNDARY DIMENSIONS AND METES AND BOUNDS. 7. CURB RADII SHOWN REPRESENTED WITH AN'R' DIMENSION THE FACE OF CURB. 8. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. ALL MECHANICAL EQUIPMENT SHALL BE SCREENED FROM THE ENTRANCE CORRIDOR. 9. ALL RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN FOR THE WALLS SYSTEM. 10. 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. CONTACT VDOLI FOR ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS. 11. ALL PUBLIC WATER AND SANITARY SEWER FACILITIES SHALL BE DEDICATED TO PUBLIC USE AND THE EASEMENTS FOR THOSE FACILITIES, AS IDENTIFIED ON THIS PLAN, SHALL BE DEDICATED TO THE ALBEMARLE COUNTY SERVICE AUTHORITY. THE ONSITE SANITARY SEWER IS A PRIVATE UTILITY AND NO EASEMENTS ARE REQUIRED. VDOT NOTES: 1. VDOT WILL ONLY MAINTAIN WITHIN DRAINAGE EASEMENTS TO THE EXTENT NECESSARY TO PROTECT THE ROADWAY FROM FLOODING OR DAMAGE. 2. A MOT PLAN SHALL BE PROVIDED PRIOR TO THE START OF CONSTRUCTION FOR ANY WORK ON EXISTING ROADWAYS THAT HAVE BEEN ACCEPTED BY VDOT. PLEASE SEE SHEET 18 FOR THE MOT PLAN. 3. IF A TRAFFIC MAINTENANCE PLAN (TMP) IS REQUIRED, THEN IT SHALL BE PREPARED BY AN ADVANCED WORK ZONE CERTIFIED PERSON, CERTIFICATION CARD AND VERIFICATION NUMBER IS REQUIRED ON THE TMP SUBMITTAL. N N w r4 rA 00 y A z Ul z M r ti M C'7 N 4 co i N O M Ld N _J /_j Lij VJ O _J Q U i LU F___ D U) F_ LU LU U) LU IY Q O N Q 0 0 r-i H� m D LU LU 0 0 I- L ) LU LU U) w 0 222207 SCALE 1 T. .6 -6L i 0 6 1 STt:IART, AY OR SI�AC�K DB.S 6-521 D.B 415 7 4. ! PI1AT \ \�/\ III \I\\V \ \ \ -NO5'f0'43'V 155.67" /! 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I A / / 6� bl•,A \ V A V A � T P / v _ v I v- -v _-_/ //�/ / co I V A V A A / /1 \ �4221"lV; \ - \\-,\-- '/ / /j// / / \ \co 7517� \ 45.` �---/a,21 44.2 N68�T21-- 09 1 / --- - -- _ _ 69-19A9 N[DNt�MfNT STgT -� _- \ 4 ---- _ M -- _ �� _JILST,JOSEPH - - - -J_ OUND9 ORITZ E ROUT -- -�_ ; \ — _ - - - - - - — — = - - - - _ VDH - - --- —_ — _ ----- --- \��y�� eRs� 1 SASE ST� 21AC&ES _— _ �� --- �� ! 0.\ \\ - -- - — — --- _--_: MONUMENT - \- \ / / —------- - —� Hyy P - 7 �/JN ` \ - - _ ' _ 43'0 7"W FOUND—VDH rr3SF / / \ ONLI - \ ab /// I I I / j 1l • �1\ �\ 1 I \ \ PE FREEP(lj I', K b A\ \\ =0U DENT 4�jj���g \,\ \ \ \ \ \ Ifco D 222207 y SCALE 1 n=80r 2 LOT AREA TABULATION LOTNUMBER LOTAREA(SF) BUILDABLE AREA (SF) 9 117,503 58,947 10 96,544 67,117 11 119,551 86,986 12 104,558 70,969 13 195,729 125,764 14 169,680 106,236 15 IK292 70,343 16 97,855 66,541 17 269,655 176,431 18 89,187 43,539 19 150,020 94,333 20 150,772 94,910 21 134,985 84,677 22 108,455 74,059 23 82,764 44,231 T.M.69-6M REVISED LOT 7 E.C.ACKERMAN TRUST D.B.4733-23 T.M.69-61- \ T.M.69-6C ` �\ LOT 6 GIBSON, EVERETT E JR \ \ \ \ STUART TAYLOR SMACK \ FIELDS \ \ D.B.5246-521 - - _ - 1.07 ACRES D.B.3415-704,707 PLAT i .° / w •ems... \ \ aoo YR FEMA \ MCCLANAHAN DENISE PROPOSED VDOT \ e LL \ FIELDS FLOODPLAIN-J/ e \ 2.80 ACRES RIGHT-OF-WAY DEDICATION ??° \ \ LL \ °max \ / T.M.6919G \ o '� \ REVISED LOT 6 r \ \ / STOCKTON CREEK LLC / 2.63 ACRES \ ° e-s �� o µ LL \• \ / D.B.5504 PG.614 e' \ LOT 13 o LLy 4.49 ACRES" LOT 12 LOT 9 /�Q 2.40 ACRES \SFra \ / o \ � � 2.70 ACRES 00 o / \ .3• \ \ / LOT 10 \ 84.92' . 222 ACRES e r /i / SIGHT DISTAiVCE= 610'o- VERIFIED INTHE FIELD I z _ LOT 14 VI s \ck o / \ 3.90 ACRES 35 ioo' WPO STREAM LL�5 T.M.69-51H BUFFER \\ GATEKE RMEDS P OR /\ \ \. r 2.74o0T 11ACRES \ \ °\ \ \ /) °,� � ° .•� 2.148 ACRES / \ 46Z.y9, \ , O\ x� \ o tiv y� D.6.4733-20 & 21 PLAT k u+° 1 . \ �3+0° 10 okTON / �mU/ Nw \ p D.B.4456-444 / \ - �� / M Nsoo pRFF/C N �� ^ vo° D.B.3530-234 PLAT G,g s33 4 /M/9</cRN� Z)Fsi LOT 15 /� e/ 2�6\2.39 ACRES o r� LOT23 —__—_ o° �mQ 1.90ACRES xOO \ \ \ m \ \ q-�Q °o 28 �D1S�y CE a LOT 16 \ \ / SAFE,0 P 2.25 ACRES \ °o \ yo T.M.69-6G zrF , G F LOT 1 // _ �4 / m R NT Fl i4 14 °O NjT� �C"� 00 / o FRANK DONLEY & r �Ack °� LLLL e LL CARLA DONLEY /Q / �S D.B.3380-82, 85 & 86 PLAT T 22 LOT •. 2.49 ACRES I I s°ss ' \ / °� 132.8a, LOT 3A 61ss, /h°\ 60.�5 /o ®o / \\ 2.07 ACRES � � `' / I "- I LOT 17 � o \ \\ 14 6g 6.19 ACRES a LOT 21 a \ 3.10 ACRES / LOT 20 \ P 3.46 ACRES T.M.69-19D REVISED LOT 3 \ \ STOCKTON CREEK LLC s \ m 4.56ACRES �� LOT18 D.B.5504, PG.614 �, LOT 36 I W 2.05 ACRES j 2.49 ACRES LOT 19 \ ---3�4 ACRES .2S6.21' 75 SET C(TYP K i - - 36a.o4� A T.M.69-50 FREEMAN, ARTHUR H OR JOANN F 47.729 ACRES T.M.69-19A7 JUST, JOSEPH SCOTT & GRAPHIC SCALE CASEY R JUST 21 ACRES 80 0 40 60 160 ( IN FEET ) 1 inch — 80 ft. 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B.4456-444 ,yeo TO ROUTE — 06'_ N v �� 11/15/22�� \ goo'TOROUTE 30'PRESCRIPTI\/E EASEMENT) _ inch = D.B.3530-234 PLAT �51 75° _--- ___--------- IN ET SSIONAL EEO\ GOODLOE LANE _ _ - - ( FEET ) 1 h 50 ft. z _ - - - \ \ \ VDOTSTD.WP -z ____---- - HT-DISTQ•N�E------------- \ z MILL/OVERLAY - - —61 - w .02 PROPOSED 61o' SIGHT F o DISTANCE. SEE SHEET FOR \ \ 'Z HT DISTANCE_ - - - _ - - _ 2O2 79 a� EIP/P' o FULLALIGNMENT. SIGHT TYP.) o 1_0 _ - DISTANCE HAS BEEN VERIFIED T. M.69-6L 0 - - VDOT STD. ' SETBACK ( LOT 6 u IN THE FIELD ]5 -- T Ri-iSTOP � � --- --- VAR. WIDTH SIGN I I PROPOSED 6io'SIGHT SIGHT STREET \ - -- -- STUART TAYLOR SMACK z O I DISTANCE. FULLALIGSEE NM NTESIGHTT 3 FOR DISTANCE SEMENT \ o --- o SIGN o E,p EIP ---- �- \ \ D.B.5246-521 = 6 DISTANCE AS EEN VERIFIED SETBACK(TYP) __\ ! D.B.3415-704,707 PLAT < > x J O N I THE F LD ]5 \ \ \ O LOT 9 � \ \ O F m z 4 \ / 0� a cNn 2.98 ACRES I N 1"4 w 12 0 3 LOT 23 SPEED LIMIT \ 0 / — — — 90 \ z Q Q 2.02 ACRES I w \ O Ln z ,PROPOSED G - > > g 'DRAINFIELD - I e � o w DO a koo PROPOSED I a 0 t \ DRAINFIELD 12 O W\ I PROPOSED ASP A�T ROADWAY — — I REVISED LOT 6 r o , 5 E \ \ uL \ DETAIL LOT 3A I\ I - L — — ---- ---- ---- -- STOCKTON CREEK LLC \ \ \ Z 2.07 ACRES v - — — — -- ---- ---- — I 2.63 ACRES I v v o 404 57 D.B.5504, PG.614 \ \ I \ \ > & SHOULDER, °o \ o I (TYP.) 1 / N I I — _ T.M.69-19D I -- -- --- - — I ° REVISED LOT 3 _ _ A _ - E v o / \ / - ° \ rN N -o STOCKTON CREEK LLC - -- LLl N N � 4.56 ACRES 0) _ 337.03 I o E E F E \ / o o D.B.5504, PG.614 - _ — ��� Lor10 I 0 E0 IL E vA T.M.69-6C — 0r) zo'WIDE 2.20ACRES O -� E E \ GIBSON EVERETT E JR SIDE --CK (VP-) \ PROPOSED I o I DRIVEWAY I w 2 �� E E E \\ \\ FIELDS _ - l DRAINFIELD + r--- �5 S SETBA \ \ m mo I u, 54'S3 ��� E E E \\ ` 1.07 ACRES v v own i--- — — — — _ - -- E E v I EIP EIP �J / W m / 35 REAR YARD SETBACK TYP.) - E E �E E E Ev v g ( E E \E E E C6 / e ��� �� F F E E E v v v CA / I z PROPOSED ! \ N mDRAINFIELD E F F E E vE v a / \ / ® F E E F� E E \E v ( / e °o / / /I < E E EE\ E iE \ E \\ Z o E E. E E v v v I N Q o w oo (otit 6' SHOULDER I 2. ES LOT ACI Ev v O J i / LOT 22 i Q \ 2.49 ACRESLd ../ J ' -o c 0 ?j _ W J 2.2 2� � z z a ----- ---- E E E E E E E EE E E �E / PROPOSED o - — — _ _ s'RI W I DRAINFIELD6 cn I a `/ Lu 0 Q -0_ E E E E E E E E E E/ / ^ J 296.98' \ \ I EE EE EE F EE EE EE EE EE EF EEo �oF2 I EE/ EE \FE EE�—EE • E / OO5LOT 13 _ - .05 ACRES O PROPOSED DRAINFIELD 25' SIDE n I K(TYPU�4J - � J \ VAR. WIDTH PROPOSED w g' �_ I SIGHT DRAINFIELD—��� \/ \ / /I DISTANCE EASEMENT / I I E E E E E' F E H w Y LOT 11 N m °° E E F E o E E I: Lu Ve 0 \ a� / 2.73 ACRES m zo' WIDE I E F E E E E # E 00 DR(TYP. AY E E E E / E E E E I Cn w ml /\ 1 \\ I ID I ) E E E H I E E IE E LL z \ %U \ LOT 21 s zo' WIDE I D Cyj \ aEowPoo \ \Ij/ I j z \ 3.10 ACRES DRIVEWAY n \ 1 E E E ,I E E I E Z w �� \ ti LLJ h O 0 -- _ -- - o \ \ \ j SO) EE EE II " I I O z'u UPROPOSED LLI VDOT DRAINFIELD F E E I --STD. GR-z _; -- --- --F � _ \ � � g — _ _ — f GUARDRAIL 0 ' F ONTSETBACK -- _-- \ \ E E E E E e E F71 (/) \ 1 193 69 \ E --- F EI �, jsxo Gi o �76.24 o s `9c>" I I C - VDO� I 0 3 — z8o' SIGHT DISTANCE m Z3+oo \\\ I I I �C7 � r ___ ° STD. GR-2 E E/ E E E .E E z (V •, _ — — — LOT 20 GUARDRAIL f o Zl+oo - 1 - "o s. E = E E I E E I E I — J ° 3.47 ACRES STREET °� zo+oo "sa' / o I / p A E E E E E E � FT1 O \ \ I I \ /SIG/NS �— / j E � I I 0 O' -- zoo.81, O�_ D168.13' PROPOSED STOP SIGN W ~DRAINFIELD to VDOT .i-1 'FRONT SETACK F E E I2 E I PROPOSED \ E E E D a . s PROPOSED \ -- _ E= E E E E E E z 222207 _ DRAINFIELD i — — �&SHOUCD�R, I I \ DRAINFIELD / o ; _ I \ E E E E E 0 _ o � � I I /, � I I y SCALE 0 :I� E E Aj E E I E �� 1"=5O' / MATCHI-1 JE - SEE SHEET 5 F = E E ut E E T. / 0�9 VDOT I I m MCCLA E E E E E SHEET NO. m m L6 STD. GR-z E E P -� E E 4 1 O r, 176.24' 9a- VDC) �o 3 STD. GR-z a —_- 280' SIGHT DISTANCE z� --- GUARDRAIL \ 0 — — _ �- � ° 13+00 Q � N � 0 --- ---- LOT 20 �P 0 zo+oo n_+�oo--� — L m .S p= --- 3.47 ACRES STREET °� _ off, G ' E m Cn OSIGN �o� 1 8 \ I — /O E O aoo.8 PROPOSED 168.1 ' _— - - D DRAINFIELD STOP SIGN � 10 (� T sTO. Ri-i a FR NTSETBACK E19I .1I PROPOSED I I m I SED — _ r \ DRAINFIELD j PROPO /� eiPz " �6'SHOUL R, �I I DRAINFIELD F E� E F E E I o / MATCHLINE -SEE SHEET 4 E E E uViE E E� I I T.I j O / I I I F �m vDor MCCLA ti9 / \ j �L6/ / STD. GR-z / I E IE E F E 03 E E E E I E j GUARDRAI® �03 j 01 lZ Ai F/P uj aoomanx L N �� l eia c ROPOSEq u, I , Z o n /DRAINFIELI D '76' SHOULDER, I I I E E E E E E E �\ 'Z / i":i' (TYP.) / \ /Ln00 / LOT 16 I w m \ j / I o 2.25 ACRESID I I E E E E E h o DE O E E E E E IV AY (TYP.)Ln i c O u aooxa3a I LOT 14 O —�j I I 01 3.95 ACRES E F E E E E E E E E E EI E Z' � O " N I. T.M.69-50C1 FLEISHER, MITCHELL A & LAURA L FLEISHER 55.514 ACRES 3 m 0 = E E E E E E !E Cv i one LOT 15 T S E E � n 2.40 ACRES I � s zi O f I E E E E E /E 01> -'I -:6 I I I �A p E E""" ��/ o I� o '00 O ?� 2 -o O A T s LOT 19 o v � `0 3.43 ACRES � / A - — I E E E E o&o, 157.64' 35' REAR YA`Rp SETBgCK E E E ��/ E \ \ / VAR. WIDTH PRI, ATE / / y\ irYP•) STORMWA ER \ MANAGE NT / \ 255.13' <- E _ 0 E E E \ \ FACILITYEa,SEMENT � PROPOSED _ E� DRAINFIELD -421 _ 0 E E E O / I PROPOSED — — — _ 0 E E E E, DRAINFIELD 7® Epp E E E E� PROPOSED /O E � E E DRAINFIELD I / O <- pzE E F� 0 E < E E� I°°°mo3a I yeom000 6 E E/ E E% / LOT 18 I E E E gp E E \ _ 2.05 ACRES I E VAR. WIDTH \ \ J ] W I LOT 17 STORMWATER I 6.19 ACRES MANAGEMENT ACCESS EASEMENT \ I N 0/<- E E E E E pzE O // / E E \ I I O E E ppE T. M.69-51 H \ I I ®® EJE E E E E� E GATES, JAMES P OR O E /E E E pz KERRY D �E 2.148 ACRES I ®E _HO MHO \ I ® <- HO J GHQ I® E H E E gL HQ �H❑ O ®E E E E E�pE Hp <- E E E /- q) (D �O /0 d ® ti �S /�/ z O� A Ck(7- )\\ ®� E Owl �' a E E �GRID NORTH VA-S SPC E E </ < Ov/ 436� og' ®® E E E E E E E E E E E:• F E/< F= T.M.69-51 GRAVES HOME LLC Yp 473 ��OT E 26.988 ACRES T.M.69-50 B 3\2�2 0 �R/�ilj - GRAPHIC SCALE FREEMAN, ARTHUR H OR 50 ° 25 50 ,DO 200 JOANN F < 47.729 ACRES IN FEET ) 1 inch = 50 ft. �COTT /R. CD'LLINS'Z Lic. No. 035791,E 11/15/22 114 z � c O c /A w F V/ Z Q Z O F a w O a i O w o � z [ z 0 > .. m e W U-) ; Q .Z. 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F/ F / Fj• F / I � - i=6' 6 ���, /EW 20' PUBLIC DRAINAGE ESMT \ o / / —' / PROTECTION (L=16, W ;q . / W2=i8', DEPTH=18")// �� OTC AI RIPRAP OUTLET I \ / / / E - I / V � PROTECTION (L-32'-EXTEND �o _ TO RISER, Wi=6', W2-15', DEPTH=18") _ i I _ _ n :n LOT 19 v / j / / �- v / I/ / __ - �' // F / �/ /�� // �V F o m �� 3.�ACRES A� — , \ \NEW VARIA/BLE/ DT/ H/K / 7/ T PRIVATE ST AAW/ MANA E IY EN / / / A r 0')_-0/ \ \ \ \�\ Aso a66 I / / / / / / / wow/ I / \ / ao / 2 / V / 8 86 '/// //i/ // //ice i / —� 0 / 6 6 / / // / / /i i / CIO F /V // / / m / / / / / i / V / CN /E E / / F F F F 8 ioo FOOT WPOLOT 1� %• / /// / / \ / / // � , / / . / / // LLI NQ STREAM BUFFER 2.05 ACRES )NEW 12'SWI,M / ACCESS EASEIV EN I 6.19 ACRES/ / —� / J / \\\\\\ \ \ \ / I I I� / / / / / // // E E / I / / // / / / (%) W rl V \\\ I \ I J ® O / ® / / � / / U \ / / W i(n O \ \ \ M0 I E E E E E E I J I / I W F O / I I I I I I W ® --�/ / �'�F/� F E %/ / ��I I I II ®F F / F F E� E I I I H F F � O / i / N �.�I I I / F F%, �E �S�7 I // OF I I I I RIP �dIRfH \YA—S SPP — _�� � F\\ �/ \gal / C:) C:) vvv v v v v C v v\ 0 % CV F F F v F F I f It �, �� . /272 // / GRAPHIC SCALE IoeNo. 50 0 25 50 100 200 222207 zj)" / SCALE 1 n- 50 IN FEET ) I SHEET NO. 1 inch = 50 ft. 8 GENERAL CONSTRUCTION NOTES FOR PUBLIC STREETS 1. PRIOR TO CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION VDOT. THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE (VDOT). REQUIREMENTS OF THE Q PERMIT SHALL GOVERN. 2. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WALL 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. 3. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CM PART 1926)., 4. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND MUST BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 5. 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. 6. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 4:1 OR BETTER ARE TO BE ACHIEVED. 7. 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. THE CONTRACTOR SHALL FIELD VERIFY THE LENGTH OF ALL STORM DRAINAGE PIPE. 8. 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 VDOT, THE DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S 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. 9. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9(A, B OR C). 10. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-1. 11. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED TO STABILIZE A DRAINAGE CHANNEL WHEN, IN THE OPINION OF VDOT, THE DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY. 12. A MINIMUM CLEAR ZONE OF (10) FEET FROM THE EDGE OF PAVEMENT SHALL BE MAINTAINED ON ALL RESIDENTIAL SUBDIVISION STREETS. ADDITIONAL CLEAR ZONE MAY BE REQUIRED DEPENDING ON THE CATEGORY OF ROAD DESIGN. 13. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. THE CROSS SLOPE SHALL BE MAINTAINED AS SHOWN ON THE PLANS. EXCEPTIONS WILL NOT BE ALLOWED. 14. ALL REQUIRED SIGNS (STOP, STREET NAME, SPEED LIMIT SIGNS, ETC.) ARE TO BE FURNISHED AND INSTALLED BY THE DEVELOPER PRIOR TO ACCEPTANCE. SIGNS AND THEIR INSTALLATION SHALL CONFORM TO "ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL" AND THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. THE LOCATIONS OF ALL SIGNS ARE SHOWN ON THE PLANS. THE DEVELOPER SHALL BE RESPONSIBLE FOR MAINTENANCE OF THE SIGNS UNTIL THE ROADS HAVE BEEN ACCEPTED INTO THE STATE SECONDARY ROAD SYSTEM. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE TO BE DETERMINED BY VDOT PRIOR TO ACCEPTANCE. THE SPEED LIMIT IS TO BE POSTED 5MPH BELOW THE DESIGN SPEED. 15. ROAD PLAN APPROVAL 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. 16. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. 17. VDOT STANDARD CD-1 OR CD-2 UNDERDRAINS UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS. 18. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTION AND ARE TO BE ACCEPTED INTO VDOT'S MAINTENANCE PROGRAM AND OWNERSHIP. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT AND/OR COUNTY INSPECTOR PRESENT. IN ADDITION, IF HIGH -DENSITY POLYETHYLENE (HDPE) PIPE OR PIPE SYSTEM IS INSTALLED, THE CONTRACTOR AND A REPRESENTATIVE FROM THE PIPE MANUFACTURER SHOULD SPEND A CONSTRUCTION MEETING FOR INSTALLATION TRAINING. THE PIPE MANUFACTURER SHOULD SPEND A MINIMUM OF TWO HOURS ON THE JOB SITE DURING THE INITIAL PIPE INSTALLATION. 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. Albemarle County Public Road Acceptance Procedure The processing and inspection of public roads is administered by VDOT. The County is not involved in this process until the road is ready for acceptance. When the road is ready for acceptance, provide the following items to the County. 1. Inspection Request and fee A form and fee are required for each project as indicated on plans or bonds, or as requested for board resolution if smaller phases or individual roads are recommended for acceptance. 2. As -built plan approved by VDOT, and copies of all recorded drainage easements, sight easements, and right-of-way plats. Plats should be copies of the actual recorded documents from the Clerk's office. An as -built plan prepared in accordance with the County's As -Built Road Plan Policy is required. VDOT does not always follow this paperwork or policy, but for bond releases, especially where VDOT has not yet accepted the road, the minimum requirements of this policy must be met, if only to ensure that all improvements are in right-of-way and easements. 3. Written documentation of acceptance from VDOT for the entire roadway or for completed items. Formally, this is sent directly to the county on an AM-4.3 from VDOT, when VDOT requests that the Board of Supervisors pass a resolution of acceptance. After the resolution of acceptance is sent to VDOT, it is usually about six weeks before actual acceptance takes place, and VDOT issues a formal memo to the county with the road additions and new route numbers. This final notification is needed for bond release. For partial bond releases prior to this, some correspondence from VDOT for items inspected and approved is necessary. This is usually in the form of letters approving compaction reports, CBR's, pavement cores, pipe video, or other items where partial release is sought. A final punchlist inspection report from VDOT can be used for a partial bond release, but only if outstanding items are not too broad. If the punchlist is not official, and only a courtesy review, it carries much less weight. In any case, if there are problems meeting the eligibility or occupancy minimums, and it is not known how long improvements may sit, or need replacement, partial releases may not be possible. Even if a bond release is not requested, an inspection from the County is required for any County items, such as the street name signs, and any sidewalks or amenities that the County required but VDOT will not maintain. This final inspection by the County must be performed before the road can be recommended to the Board of Supervisors for a resolution of public acceptance. County bond releases (or partial releases) will be considered on public roads for all portions approved by VDOT. In addition to 1-3 above, the following items are required to be submitted for bond releases to be considered: 4. Signed and sealed letter from a professional engineer listing and certifying that completed improvements are built according to plan. Please do not e-mail or fax copies of this letter. An original signature and certifying seal are required. Please do not use qualifying statements such as "it appeared", or "to the best of my knowledge", or "generally in accord". Improvements were either built to plan, or they were not. As -built measurements, construction inspections, and other field verifications should be cited and included. Tolerances should be noted. The items not built according to plan must be listed, with explanations. Deviation in pavement materials and thicknesses must be listed. If street trees or sidewalks, or other items were moved, or added, this should be noted. If drainage changed, by addition or deletion of culverts, inlets, or re -alignments of pipes or grades, this should be verified by revised computations and attached to the letter. If there are outstanding items or omissions, these should be listed. Graphics are helpful. In short, please provide more than a statement of opinion or assurance. Please demonstrate that the improvements and construction have been inspected, investigated and documented, and are certified in detail, and county staff will not be in the position of discovering discrepancies and deficiencies in the field. 5. Certificate of Completion This form must be received for release of a bond. It is available on the county website. In the case of reductions, a letter listing the outstanding items that need to be completed before signing the certification is acceptable. It must be signed by the owner. This form says all subdivision improvements have been completed. It also says that all construction conforms to approved plans and any discrepancies have been approved by the County. This means the as - built plans have been approved by VDOT, and they have agreed to any discrepancies, which should be documented in acceptance correspondence or punchlists. ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES IC RIGHT-OF-WAY, INCLUDING CONNECAON TO ANY EXISTING ROAD, A PERMIT 1. PRIOR TO ANY CONSTRUC77ON 107HIN ANY EXIS77NG PUBL SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF 7RANSPORTA77ON (WOTDRAW . THIS PLAN AS DRAMAY NOT ACCURA7ELY REFLECT THE REQUIREMENTS OF THE PERMIT WHERE ANY DISCREPANCIES OCCUR THEREQUIREMEN75 OF THE PERMIT SHALL GOVERN. 2. ALL MA7ERIALS AND CONS77?UC7701V METHODS SHALL CONFORM TO CURRENT SPECIFICA7701VS AND STANDARDS OF WOT UNLESS OTHERWISE NOTED. J. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH 7HE APPROVED EROSION CON7ROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONS77?UC77ON. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. 5 THE MAXIMUM ALLOWABLE SLOPE IS 2.• 1 () J. HORIZONTAL: VER77CAL . WHERE REASONABLY OBTAINABLE LESSER SLOPES OF -1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED RIP -RAP OR STABILIZA7ON 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 TRAFFIC CONTROL SICNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM 77?AFFIC CONTROL DEVICES 8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS III. 9. ALL EXCAVA7701V FOR UNDERGROUND PIPE INSTALLA7ION MUST COMPLY WITH OSHA STANDARDS FOR THE CONS77?UC77ON INDUS77?Y 29 CFR PART 1926). 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 PLACEMENT OF THE 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 VDOT A 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. IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 1 •• �11111111111111111111111111111 • •i•• ••iI■•••i•••••iI •'••iI••••iI■'�~•i % 110 •••;•\•••;•••••;•\•••:•\•••:•••••;•u.. 1 11 ••u�:!•a.•:!�•:�:1e•uW:III !�.:�:!�•u�:57�� 1 1 '1• „ • � 1 -�1 • IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 1 �11111111111111111111111111111 Me 111W gr Vil • 1 .1 2" ASPHALT 6" COMPACTED AGGREGATE L5 0 ��5 t5# 80 �# OK BASE COURSE, VDOT #21A S OR¶MAITE DEPENDING EMITS \ ��0M, ,�N/, w\��\�� AND UNDERDRAINS D COMPACTED SUBGRADE ASPHALT PAVING - DRIVEWAYS NO SCALE PROPOSED 1" SM-9.5 OVERLAY EXISTING - PAVEMENT EX. STONE - SUBBASE ASPHALT PAVING - MILL/OVERLAY NO SCALE „ �P ISM 1 tOT�1 4/g0T13 : 13ROST (OT �ACREs � ACRE p 3. $11ACRE5 ....... 4T \ ..,.. gCRFs OV CRI '1 O 3.90 T 14 �6 , CR I ' C E 9,j,�, C� �P � 2AcgE .49-", q...for a . , . Id94cRts , a: • BR6. d�It4 r3 t^ `•� 1.1stor16 1 e.... GEs .B.SSp,ARG 61q TIC dto" 0 / g%s ^ : ,t o" s \, \ 1 • , . A 90� i ao O 3Ig,go G ACRES/" 1 • . A a.. a 6... to 9ER19gr 1 sEVR�sCp �. 1 e• 6.194"'s NRNEgn I10.. 0 for aq4 TH9t Z4sg5, Q 1B CRFs TRIP GENERATION SCALE: 1" = 200' TRIP GENERATION CALCULATIONS ITE TRIP GENERATION: TRAFFIC IMPACT NUMBERS ARE BASED ON THE ITE TRIP GENERATION MANUAL, ioTH EDITION. CODE 220 WAS USED FOR THE DEVELOPMENT PROPOSED 15 SINGLE FAMILY DETACHED DWELLING UNITS ADT RATE- 9.44 VPD PER DU = 142 ADT (71 ENTER/ 71 EXIT) AM PEAK RATE - 0.74 VPD PER DU = 12 VPD (3 ENTER/ 9 EXIT) PM PEAK RATE - o.99 VPD PER DU = i5 VPD (io ENTER/ 5 EXIT) Table 4: Pavement Design (VDOT Pavement Design Guide) Pavement Design RF= 1.0 Location ADT HCV Design ADT CBR SSV Dr Surface h a Base b a Sub -base h a Dp Stockton Creek Lane 142 5 192 5 5 8.68 SM-9.5 12 12.25 BM-25 0 2.15 21A 8 0.6 930 Stockton CreekCout 29 5 79 5 5 5.59 SM-9.5 11.5 2.25 BM-25 0 2.15 21A 6 0.6 6.98 PROP. GROUND 2% PROP.. GROUND DRAINAGE GRASS SEE PLAN SHEETS FOR LINING DESIGN TYPICAL ROAD SECTIONS N TS NOTES: i. SEE PAVEMENT DESIGN CHART ON THIS SHEET FOR ROADWAY DEPTH REQUIREMENTS. 2. STREET WIDTHS SHALL BE IN ACCORDANCE WITH ALBEMARLE COUNTY AND FIRE AND RESCUE STANDARDS & WILL PROVIDE ADEQUATE WIDTHS. 2% TRAVELWAY - 2° SM-9.5 ASPHALT TOPCOAT 2% B. COMPACTED I" BINDER AGGREGATE BASE INTERMEDIATE COURSE COURSE TRAVELWAY 50' WIDE PUBUC ROAD R/W STOCATON CREEK LANE - 50 ' WIDE PUBLIC ROAD NOTE: FINAL ROAD PLAN MUST SHOW CONFORMANCE WITH THE VDOT ROAD DESIGN MANUAL APPENDICES B(i) AND F, AS WELL AS ANY OTHER APPLICABLE STANDARDS, REGULATIONS OR OTHER REQUIREMENTS. PROP. GROUND ��:mardmnai. SEE PLAN SHEETS FOR LINING DESIGN 25 MPH DESIGN SPEED, NO PARIIINC ALLOWED CS- 4 RURAL LOCAL ROAD DESIGN NOT TO SCALE 2% (1 1 SM-9.5 ASPHALT TOPCOAT 2% _-6° COMPACTED I" BINDER AGGREGATE BASE INTERMEDIATE COURSE TRAVELWAY COURSE TRAVELWAY 50' WIDE PUBLIC ROAD R/W S'TOCKTON CREEK COURT - 50' WIDE PUBLIC ROAD 25 MPH DESIGN SPEED, NO PARlIINC ALLOWED CS- 4 RURAL LOCAL ROAD DESIGN NOT TO SCALE GRASS y J DRAINAGE DITCH 6. BE PLAN SHEETS FOR UNING DESIGN SEE PLAN SHEETS FOR LINING DESIGN e:l PROP. GROUND GROUND PROP. GROUND GROUND 20' Min. 40' Min. 20' Min. 50' Max. a UM(C9U) 6 SkBwtlk 0 0 \ 0 Bqm afway 10' Max. 11, Min. EEM of 9BvaI IBM L Edge dTPngi,l Paw,Mnl CG-12 Type A Req"d. R� a` For IIIII m, Ra&I Web Sae Table 2 Nb App MI<ms FIGURE B(1)-27 CLUSTER BOX TURNOUT- SHOULDER AND DITCH SCOTT�R. CDiLINSZ Lic. No. 035791,E p 11/15/22 tv�� ,w Vl Z 0 F a 0 U w 2: w co 0 0 °� O C7 Z O U)� ¢ In U) z p H o z m g W W eC ¢ J Ice z = I- O r z 0 N N LIJ N N o C37 M O N C'7 W N O O N W N LU J \J_ L.LJ 0 dtm Q 2 W LU ZLU LU W O O CD N u z Q Q LL I 0 H1 m LU LU U 0 1-- ` i 0 222207 SCALE AS NOTED 0 Structure Area CW to (Acres) (Min.) 6 0.39 0.65 6.0 7 5.57 0.35 9.0 10 4.04 0.40 12.0 12 35.91 0.30 24.2 17 0.39 0.40 6.0 18 0.24 0.50 6.0 Driveway Area CCv t° Culvert (Acres) (Min.) CIO 0.05 0.65 6.0 C11 2.20 0.40 7.0 C12 0.98 0.40 11.0 C13 0.12 0.30 6.0 C16 0.33 0.55 6.0 C19 0.17 0.60 6.0 C20 0.52 0.50 8.0 C21 1.14 0.40 8.0 C22 0.81 0.40 8.0 C23 1 0.08 1 0.55 1 6.0 \ T.M.69-6C \ GIBSON, EVERETT L JR FIELDS \ 1.07 ACRES _ -___ \ --- ---- e � _ LL /'S-W � r - CRITICAL \� �.� �� _ �i�i� _"'�� \ / \ �\ O4CR/M '• is -MCC SLOPES=,\\ ,� �\ \•. T T O \LLB r- • ioo YEAR FEEMA -' R LL \� \� \ •: FLOODPLAIN _ ♦♦'♦♦ \ 4. \ \ Ogg" -�. �? 4 \ �' \ � f i / / / � \ \ � � � ♦♦ "M _ - ♦♦♦♦ \ � \LOT � // / / / V V V \ - ♦ y .♦ �.■ pig ��v / / / / / / \ \ \\ \ \ \ / �� i \ / / / \ \ ♦♦ \ "'o \ - - - - -- -- _ ��'*'. \ �� ��`� �t \� �" �� \ 'z\ \ �•-•�� \ / WATERSHED SUMMARY FOR PROPOSED 36" RCP CULVERT NOTE: ALL HOUSES SHALL HAVE SPLASH BLOCKS AT THE OUTLETS OF // / / -' // - \ \ \ - - _ ♦ - - - ♦ '9z6 - ✓ / I (, 1\ \�\\� \ r \` / - v v v v \ . LOT 12 - ■ - - 411 �l �� 1�\ rl 1 k v THEIR DOWNSPOUTS TO PREVENT EROSION SEDIMENTATION OR / j \ \ \ \ ♦♦♦ \ - - -922 - - - - _ - - _ ■ / 1 // i \ \ ( \ / Project Sbdrbn Creek Plan Sheet No. Designer LW Sheet 2 of 2 Culvert Rev. Dab Dab 11/15/22 AHW Gontols STATION: HYDROLOGICAL DATA: 100 yr. Flood plain elev. - Design AHWdepth eiev. Strucbres elev. Iraq. TWelev. Culvert#2: DA=4.04 ac., Cw=0.40, Tc=12.0 min., 2-year Q=6.30 ds,10-year Q=8.56 - -_ Cfs Shoulder elev. 892.69 CL elev. 892.89 DISCHARGES USED RISKASSESSMENT ADT Skew ° Cover x. Q 2 = 6.3 CFS Deburs Available Length Q 10 = 8.56 CFS Overbpping Stage Q 100 = 12.12 CFS Flood Plain Management Inv. El. 889.4 So= 0.85% Inv. El. 889.00 Q = CFS Criteria and Significant Impact Orig. Gr. Elev. L= 46.62 Orig. Gr. Elay. Q = CFS HEADWATER COMPUTATIONS CONT. OUTLET INLETCONIT. OUTLET CONTROL CULVERT TYPE &SIZE Q CIS HW. VELOCITY T� COMMENTS HW/D HW Ke I do (dc+D)/2 ho H LSo HW C.M. Smooth ELEV. Proposed 15' HDPE Culvert(2 yr) 6.3 6.3 1.40 1.8 0.5 0.8 1.03 1.03 0.9 0.4 1.53 1.8 5.48 Ew1 VDOTSTD. EW-1 Class II OuIA Prolertion Proposed 15' HDPE Culvert (10 yr) 8.6 8.6 1.80 2.3 0. 11.0 1.13 1.13 1.7 0A 2A3 2.4 6.19 Design Flood Exceed. Prob. Elev. Overbp Flood Exceed. Prob. Elev. SUMMARY & RECOMMENDATIONS: Base Flood 1%Exceed. Prob. Ebv. Project Sbckbn Creek Plan SheetNo. Designer LW Sheet 1 of 2 Culvert - Rev. Data Dab 5/15/22 STATION: HYDROLOGICAL DATA. AHWControb 100 yr. Flood plan elev. Design AHWdeph elev. SIrucbres elev. Iraq. - TWelev. Culvert#1: DA=35.91 ac., CN=59, Tc=24.2 min., 2-year Q=11.50 Cis,10-year -' Q=44.09 cis, 100-year Q=115.56 cfs Shoulder -_ elev. 893.61 CL elev. 893 83 DISCHARGES USED RISKASSESSMENT ADT Skew ° Cover ^ Q 2 = 11.5 CFS Detours Available Length Q 10 = 44.09 CFS Overtopping Stage Q 100 = 115.56 CFS Food Plain Management Inv. El. 873.92 So= 1.88% Inv. El. 869.31 Q = CFS Criteria and Sgnificant Impact Org. Gr. Elay. L= 245.75 Orig. Gr. Elev. Q = CFS HEADWATER COMPUTATIONS CONT OUTLET CULVERT TYPE & SIZE Q Q'B INLET CONT. OUTLET CONTROL HW. VELOCITY Treat COMMENTS HVD HW Ke do (dc+D)/2 ho H LSo HW ELEV. C.M. Smooh Proposed 36' RCP Culvert(2 yr) 11.5 11.5 0.49 1.5 0.5 1.1 2.04 0.71 0.5 4.6 -3.40 1.5 8.85 Ewi VDOT STD. EW-1 Class II OuletPrubcrm Proposed 36' RCP Culvert It 0 yr) 44.1 44.1 1.18 3.5 0.5 2.2 2.58 3.64 0.5 4.6 -0.47 3.5 12.82 Proposed 36' RCP Culvert It 00 yr) 115.6 115.6 4.28 12.9 0.5 3.0 3.00 16.06 0.5 4.6 11.95 12.9 16.35 Design Flood Exceed. Prob. Elev. Overtop Flood Exceed. Prob. Ek:v. SUMMARY &RECOMMENDATIONS: Base Flood i %Exceed. Prob. Elev. _ CN Area, 2-year Flow, 10-year Flow, 100-year Flow, ac cfs cfs cfs DA to Culvert Crossing Stockton 59 35.91 11.50 44.09 115.56 Creek Lane \ \ FLOODING OF DOWN GRADIENT PROPERTIES. PLEASE SEE SHEET 11 FOR j / - \ \ \ - - `•.� 2.41 ACRES / - - - - ♦ / \ \ V A A DETAIL OF THE SPLASH BLOCK, OR EQUIVALENT. // /� - -'' LOT-Q v v v - ♦ -- -- - -------_♦____ ? ;/ / / - - - \ - O / - g20 - ■ - 920 -- ♦ / / k \ \ 11 e LL \ \ OUTLET PROTECTION SIZING 920 A PR�XI A \ \ \ / / /L _ - - \ \ \ \ \ \ - - .♦ \ r916- - /♦ I ©N ST EA \ TYPE LENGTH WIDTH DEPTH RIPRAP CHANNEL OUTFALL VDOT CLASS II 30' UP TO 874' 42" OF36"CULVERT CONTOUR vvv=- 10♦-/ \l \\ I\�/Ci3 ♦ "_ gio-'"" /��♦♦♦♦♦I /�V�N 1 \ V \ \��VA v ___ v�I / V V A V /v v v v 9 v v V ♦ /./ V A l �kE-5- \ \ 1 I - A \ \ / I � � - -v A v � � � ___ -� � v v V A • \ / I \ �� �°��A e \ I 1 \ I�l l T goo \ \ \ \ Paz ♦ `o \ � \ \� \ \ \\ 1 I I I I I \ sz. v ` c" / /�.♦ 3.95 v v v v r\ \w \ I v v \ v vvvvvvv v v v v v °, v v v v � / Cie - / / �♦ V�\ v I I� I I v vvv v� v� / \ \ \\ \ \ ♦ / LL \ / J. \ \ 930_ \ _ o \\_ \ \ \ \ . ♦ % K \� 1 \ \ \ I I I 1 I I I I / // � / � ` \ \\ \ \ \ / ♦i II I (/ / / � KER Y 1 \ \ // // // - \ \\\\\ \ \'! s� -''- \ \ \ \ \\ \ \ \\ \\� �`11 \ ♦ f ♦♦♦/ l/l III / /o // \ \ vv�v�RIncAL v v Vv vv .v Q v v�♦ // j I�� - / - I ��//�lll/�lll��/ 41`vK: � A \ v I\ II vvv vv C23 ♦ / ♦ / \ \\ r.\\` \ \ \ \\\ \ \ ` ♦ // b' T.N1,69-6M \ W `. v v \ v V A vvA v v A vv vv ♦� v / 9° v // / ♦�// �// / / ' / 011 vv I I�I \ /'REVISEDLOT7 'I ��♦♦�� A 1 `, A \ V ' VA V v `e A vV` \ v vvv ♦ / / ACK MAN TRUST v A o A v ♦ v % O / / b - I Cso �sA V v v ---a / I / / / / / // _4733-2-3 A - `._ v / A v�-- \� `� v��vvvv�� v l ♦♦♦ lllll�lll�l/// /�( o // 4�33 0& PLAT vpJ i8 ♦ ♦\ I / 11 1\ \\ \ \ \\\ \ \ \ ♦ // / / / ♦ �IIII / // , o /, D.6.4456-444 2 - .♦ --•.. \ \ °N \ I I �� I \, \ \ - / : ` LL \� \ \ O ' ``�•� � / / / o v A N, // // �_ _ PLAT ---- ----- a / / / ♦ /\ \\ / / / / C _ rbci N v / // // / �� V I I / /� I / 17 ■ A c. _ • 13, o '- R it it l ''' ��d �o�\ \\A�A ♦ - -- // /`b ��� ♦♦ l / O� r1"i" '•.\ \ Av tr F ( l Mp e F v v ♦ ♦ I r // // // // \ I / ♦ 16 ♦ N </ k \ \ \ \ \ ♦♦ :; io0 FOOT WPO o Fc \ \ / ///// / / // / \ I I i l ♦ z4 , OFg CR C \ \ \ (\ \ \ - ! /J \ \ �-5 / /� // .► \ ♦♦ . c qb ��\ \ \ LOT 15 9i \ �T / / / /// I I I / } •. ,�--- - - \ ..� - ♦ NS FF F \ \ )I , - - / ,� r >, \ O sy \ \ \`/M• / / / // / / , • \ a \ � \I \-�=Y' STREAM BUFFER o ,� \�\ °\1 \\\ 3/ \ ACRES ♦ 1 / o e �6. 88 C 1_ L T 23 ♦ ♦♦♦4%4 ♦ \ \ 1 \ \ \ �o�\ \ \ \ I\ \•� 0 - _�� 2.40 AC * \ / ` \ \ \ G a E� b�l `L / // / // / // // / / / /' /� / 2.02 ACRES .► l \ \ V A V v - VDOT CL Al5 ♦ I �� o v s T' v V A v v c22 v v v v ti v v RIPRAP / I ♦ SWALE--�i _ I O "�'� / / ///�//// / \ \ \ \ \ \ i / / / / I / \� 1 \ \ \ \ 1 \ \ ♦♦ \ � 8 \ -" (�`) a9°- `. I I ♦♦ I I � � `o r/ " I " '•\ � \ yi \ � I \ A A RP A A v ♦♦ \ \I 1 A s� f 1 2.250A 16ES I s ♦♦ v / r \ r 1 G SS bINED V V A \ �i- - V i 1 _J SWALE _ A . A A A ..�''� V O / ," ' ♦ I T/ MI6 6G / A v ♦ l LOT 1 / / / / A dscn�e V A ♦ / V A A '�so 0'1� '' / ae6 1 ♦♦ o N F K DONLEV 8e / \ ♦� /I - \ ■ \ tiase� p!F/' \ �' ♦ / 1 / o ARl4DONLEY; l l I I I �� \ -� v�-- ♦♦ / / ■ v - s 1 Iv l 6� / l / / \ v v i -' l j.�f'" t"`� / I V ` A _-V BOG A - s3� I ♦ 11 / ° v p.B.33 0 82, ; / / I I I 1 / \ � ♦i I ♦MC I / y - // - � Fo p� / ---89° ; �� \ / / 5/& $6 L�T } \ \ --- -- +'♦ ' ♦ ILOT22 "--- ♦a♦ \ \ C \ i \ \ F / o e f J49 GtESS _ .� 1 \ 1 ■ A A \ 1v Cal I ♦ v Al e �. / / / / \ \ _ ♦ r/� �l l --♦ AA\ V Ar AVA VAI\ I v 7 �RiPi�Pv I ♦ / v - 1 / a � � ` 940 -' / � / ■ I '\ \ \ � m t � l SWAE \ ■ � /r " - IS --_ '--- ------// - --� \I\\�\g8° J-'NoscA�e\ \ ; � /i-� 8 \ I 1 LL�LE � - --- '-- -' / - -°- I \ VA\ VA\ V 1 i / k v OVERHEADI / - -9Bz - - - - - - - - / / / _ _ .. / I I \ \ \ . \\ \ \ J \ UTILITY I `o ` '2.67ACRES-ago--- --- --- - 93°/" /'/ I 1 \ \ \ \ \\\ \\Illll I `\\ / \ LOT17 LINES // 01 / / ./ / - - �UB]ECI_ - - IS_ - - / / / \ ♦ I I \ \ \ � , \ ♦''�.� \ \ 6.19 ACRE - PROPERTY,- P. " - /R1PRA - LOT 21 , / \ \ � \ � I 1 � ♦ � \ 1 / I % REST \, \ ♦ s \ / // /!//� // / / 3,47ACRES 36" RCP CULVERT / O UIv4ENT SEE DESIGN THIS SHEET I IQt N \ v I I /i / T,M.69-T9 FO �F{EVISED LOT v $TPCKTONCREEKL ,4.56 ACRES, / -- 8° - - / P LE b8.55D4 RG.61 ��i//--'-iLOT18/� �� �LOj� � / // / - � VD0 /�/ // // //�' I /- V V A A A\ 205ACRES / � / / SWALE / 49A-1 E/S // / \ vv v N0-s�� v _ LOT 7f3 3. RESVDW- MONUMENT, FOUND r°� \ 1 \ / �---- --' IS /' /- i /� AV A \ -�/ �i/// / / / A / �/ / / AV A A V A �: \� / CAlpp 5 I�Ilr A. CRITICAL SLOPES / ( I 111161 6 \ I 1 \ \ = _�_ _ \ - - /,a�° / / / oU j° - VDH FREEMAN I A�I)R OR \ - I MONUMENT JOA NFt �A FOUND §VD \ _ - - 19A7 47.7 CRIES V -� - - - - - - \ - MIINt1MENT- S P�1oNkJlt/lEhi� _ ; _ � _ - - _JUST,JOSEPH SOOFF8L - - FOUND - \ C TE RoUTE ` \ _ _ = rtR�Tlm = _ = ==- - \ TA / €O�aD__ -- - - - --_---_ -- --_ \� fvs 15 --- - �_ _ = GRAPHIC SCALE / GASE - - - - - = - Y R1�1ST SH - MONUMENT - ---- 21ACRES - -- -- i - - 80 0 40 80 160 320 FOUND - \ �`_\\ \ \ \ \\\FO Nam'\\\ VDH \------ IN FEET ) / - - ----- ��\\ \ \ �\-_ )/\11 IE�VT,-�-- '� \ 1 1 inch = 80 ft. - \\` \-------- \`- �MU / // \ MONUMENT\\ \ -- ICOTT /R. CD•LLINSZ Lic. No. 035791 � ``SS11/15/22 O��SIONAL t' O OV a21 U F- L o ZZ Q > O f O L Z 0 U ¢ W (F�1 W � o V/ O z 0 � z `� V) z > ca a W � U) 0 r L z F 0 U) in PJ CI7 ti C10 C� O N LM WN O C) N WN Q or W J J U) I n D C. Q I� Q � z I O z � O � I --I I --I J U m Z U) oL Q LU � �W LL Q z z LU O 0 I- LLI w W a to 30B NO. 222207 SCALE 1 rr=80r SHEET NO. 10 _ CN Area, 2-year Flow, 10-year Flow, 100-year Flow, ac cfs cfs cfs DA to Culvert Crossing Stockton 59 35.91 11.50 44.09 115.56 Creek Lane \ \ FLOODING OF DOWN GRADIENT PROPERTIES. PLEASE SEE SHEET 11 FOR j / - \ \ \ - - `•.� 2.41 ACRES / - - - - ♦ / \ \ V A A DETAIL OF THE SPLASH BLOCK, OR EQUIVALENT. // /� - -'' LOT-Q v v v - ♦ -- -- - -------_♦____ ? ;/ / / - - - \ - O / - g20 - ■ - 920 -- ♦ / / k \ \ 11 e LL \ \ OUTLET PROTECTION SIZING 920 A PR�XI A \ \ \ / / /L _ - - \ \ \ \ \ \ - - .♦ \ r916- - /♦ I ©N ST EA \ TYPE LENGTH WIDTH DEPTH RIPRAP CHANNEL OUTFALL VDOT CLASS II 30' UP TO 874' 42" OF36"CULVERT CONTOUR vvv=- 10♦-/ \l \\ I\�/Ci3 ♦ "_ gio-'"" /��♦♦♦♦♦I /�V�N 1 \ V \ \��VA v ___ v�I / V V A V /v v v v 9 v v V ♦ /./ V A l �kE-5- \ \ 1 I - A \ \ / I � � - -v A v � � � ___ -� � v v V A • \ / I \ �� �°��A e \ I 1 \ I�l l T goo \ \ \ \ Paz ♦ `o \ � \ \� \ \ \\ 1 I I I I I \ sz. v ` c" / /�.♦ 3.95 v v v v r\ \w \ I v v \ v vvvvvvv v v v v v °, v v v v � / Cie - / / �♦ V�\ v I I� I I v vvv v� v� / \ \ \\ \ \ ♦ / LL \ / J. \ \ 930_ \ _ o \\_ \ \ \ \ . ♦ % K \� 1 \ \ \ I I I 1 I I I I / // � / � ` \ \\ \ \ \ / ♦i II I (/ / / � KER Y 1 \ \ // // // - \ \\\\\ \ \'! s� -''- \ \ \ \ \\ \ \ \\ \\� �`11 \ ♦ f ♦♦♦/ l/l III / /o // \ \ vv�v�RIncAL v v Vv vv .v Q v v�♦ // j I�� - / - I ��//�lll/�lll��/ 41`vK: � A \ v I\ II vvv vv C23 ♦ / ♦ / \ \\ r.\\` \ \ \ \\\ \ \ ` ♦ // b' T.N1,69-6M \ W `. v v \ v V A vvA v v A vv vv ♦� v / 9° v // / ♦�// �// / / ' / 011 vv I I�I \ /'REVISEDLOT7 'I ��♦♦�� A 1 `, A \ V ' VA V v `e A vV` \ v vvv ♦ / / ACK MAN TRUST v A o A v ♦ v % O / / b - I Cso �sA V v v ---a / I / / / / / // _4733-2-3 A - `._ v / A v�-- \� `� v��vvvv�� v l ♦♦♦ lllll�lll�l/// /�( o // 4�33 0& PLAT vpJ i8 ♦ ♦\ I / 11 1\ \\ \ \ \\\ \ \ \ ♦ // / / / ♦ �IIII / // , o /, D.6.4456-444 2 - .♦ --•.. \ \ °N \ I I �� I \, \ \ - / : ` LL \� \ \ O ' ``�•� � / / / o v A N, // // �_ _ PLAT ---- ----- a / / / ♦ /\ \\ / / / / C _ rbci N v / // // / �� V I I / /� I / 17 ■ A c. _ • 13, o '- R it it l ''' ��d �o�\ \\A�A ♦ - -- // /`b ��� ♦♦ l / O� r1"i" '•.\ \ Av tr F ( l Mp e F v v ♦ ♦ I r // // // // \ I / ♦ 16 ♦ N </ k \ \ \ \ \ ♦♦ :; io0 FOOT WPO o Fc \ \ / ///// / / // / \ I I i l ♦ z4 , OFg CR C \ \ \ (\ \ \ - ! /J \ \ �-5 / /� // .► \ ♦♦ . c qb ��\ \ \ LOT 15 9i \ �T / / / /// I I I / } •. ,�--- - - \ ..� - ♦ NS FF F \ \ )I , - - / ,� r >, \ O sy \ \ \`/M• / / / // / / , • \ a \ � \I \-�=Y' STREAM BUFFER o ,� \�\ °\1 \\\ 3/ \ ACRES ♦ 1 / o e �6. 88 C 1_ L T 23 ♦ ♦♦♦4%4 ♦ \ \ 1 \ \ \ �o�\ \ \ \ I\ \•� 0 - _�� 2.40 AC * \ / ` \ \ \ G a E� b�l `L / // / // / // // / / / /' /� / 2.02 ACRES .► l \ \ V A V v - VDOT CL Al5 ♦ I �� o v s T' v V A v v c22 v v v v ti v v RIPRAP / I ♦ SWALE--�i _ I O "�'� / / ///�//// / \ \ \ \ \ \ i / / / / I / \� 1 \ \ \ \ 1 \ \ ♦♦ \ � 8 \ -" (�`) a9°- `. I I ♦♦ I I � � `o r/ " I " '•\ � \ yi \ � I \ A A RP A A v ♦♦ \ \I 1 A s� f 1 2.250A 16ES I s ♦♦ v / r \ r 1 G SS bINED V V A \ �i- - V i 1 _J SWALE _ A . A A A ..�''� V O / ," ' ♦ I T/ MI6 6G / A v ♦ l LOT 1 / / / / A dscn�e V A ♦ / V A A '�so 0'1� '' / ae6 1 ♦♦ o N F K DONLEV 8e / \ ♦� /I - \ ■ \ tiase� p!F/' \ �' ♦ / 1 / o ARl4DONLEY; l l I I I �� \ -� v�-- ♦♦ / / ■ v - s 1 Iv l 6� / l / / \ v v i -' l j.�f'" t"`� / I V ` A _-V BOG A - s3� I ♦ 11 / ° v p.B.33 0 82, ; / / I I I 1 / \ � ♦i I ♦MC I / y - // - � Fo p� / ---89° ; �� \ / / 5/& $6 L�T } \ \ --- -- +'♦ ' ♦ ILOT22 "--- ♦a♦ \ \ C \ i \ \ F / o e f J49 GtESS _ .� 1 \ 1 ■ A A \ 1v Cal I ♦ v Al e �. / / / / \ \ _ ♦ r/� �l l --♦ AA\ V Ar AVA VAI\ I v 7 �RiPi�Pv I ♦ / v - 1 / a � � ` 940 -' / � / ■ I '\ \ \ � m t � l SWAE \ ■ � /r " - IS --_ '--- ------// - --� \I\\�\g8° J-'NoscA�e\ \ ; � /i-� 8 \ I 1 LL�LE � - --- '-- -' / - -°- I \ VA\ VA\ V 1 i / k v OVERHEADI / - -9Bz - - - - - - - - / / / _ _ .. / I I \ \ \ . \\ \ \ J \ UTILITY I `o ` '2.67ACRES-ago--- --- --- - 93°/" /'/ I 1 \ \ \ \ \\\ \\Illll I `\\ / \ LOT17 LINES // 01 / / ./ / - - �UB]ECI_ - - IS_ - - / / / \ ♦ I I \ \ \ � , \ ♦''�.� \ \ 6.19 ACRE - PROPERTY,- P. " - /R1PRA - LOT 21 , / \ \ � \ � I 1 � ♦ � \ 1 / I % REST \, \ ♦ s \ / // /!//� // / / 3,47ACRES 36" RCP CULVERT / O UIv4ENT SEE DESIGN THIS SHEET I IQt N \ v I I /i / T,M.69-T9 FO �F{EVISED LOT v $TPCKTONCREEKL ,4.56 ACRES, / -- 8° - - / P LE b8.55D4 RG.61 ��i//--'-iLOT18/� �� �LOj� � / // / - � VD0 /�/ // // //�' I /- V V A A A\ 205ACRES / � / / SWALE / 49A-1 E/S // / \ vv v N0-s�� v _ LOT 7f3 3. RESVDW- MONUMENT, FOUND r°� \ 1 \ / �---- --' IS /' /- i /� AV A \ -�/ �i/// / / / A / �/ / / AV A A V A �: \� / CAlpp 5 I�Ilr A. CRITICAL SLOPES / ( I 111161 6 \ I 1 \ \ = _�_ _ \ - - /,a�° / / / oU j° - VDH FREEMAN I A�I)R OR \ - I MONUMENT JOA NFt �A FOUND §VD \ _ - - 19A7 47.7 CRIES V -� - - - - - - \ - MIINt1MENT- S P�1oNkJlt/lEhi� _ ; _ � _ - - _JUST,JOSEPH SOOFF8L - - FOUND - \ C TE RoUTE ` \ _ _ = rtR�Tlm = _ = ==- - \ TA / €O�aD__ -- - - - --_---_ -- --_ \� fvs 15 --- - �_ _ = GRAPHIC SCALE / GASE - - - - - = - Y R1�1ST SH - MONUMENT - ---- 21ACRES - -- -- i - - 80 0 40 80 160 320 FOUND - \ �`_\\ \ \ \ \\\FO Nam'\\\ VDH \------ IN FEET ) / - - ----- ��\\ \ \ �\-_ )/\11 IE�VT,-�-- '� \ 1 1 inch = 80 ft. - \\` \-------- \`- �MU / // \ MONUMENT\\ \ -- ICOTT /R. CD•LLINSZ Lic. No. 035791 � ``SS11/15/22 O��SIONAL t' O OV a21 U F- L o ZZ Q > O f O L Z 0 U ¢ W (F�1 W � o V/ O z 0 � z `� V) z > ca a W � U) 0 r L z F 0 U) in PJ CI7 ti C10 C� O N LM WN O C) N WN Q or W J J U) I n D C. Q I� Q � z I O z � O � I --I I --I J U m Z U) oL Q LU � �W LL Q z z LU O 0 I- LLI w W a to 30B NO. 222207 SCALE 1 rr=80r SHEET NO. 10 \ \ FLOODING OF DOWN GRADIENT PROPERTIES. PLEASE SEE SHEET 11 FOR j / - \ \ \ - - `•.� 2.41 ACRES / - - - - ♦ / \ \ V A A DETAIL OF THE SPLASH BLOCK, OR EQUIVALENT. // /� - -'' LOT-Q v v v - ♦ -- -- - -------_♦____ ? ;/ / / - - - \ - O / - g20 - ■ - 920 -- ♦ / / k \ \ 11 e LL \ \ OUTLET PROTECTION SIZING 920 A PR�XI A \ \ \ / / /L _ - - \ \ \ \ \ \ - - .♦ \ r916- - /♦ I ©N ST EA \ TYPE LENGTH WIDTH DEPTH RIPRAP CHANNEL OUTFALL VDOT CLASS II 30' UP TO 874' 42" OF36"CULVERT CONTOUR vvv=- 10♦-/ \l \\ I\�/Ci3 ♦ "_ gio-'"" /��♦♦♦♦♦I /�V�N 1 \ V \ \��VA v ___ v�I / V V A V /v v v v 9 v v V ♦ /./ V A l �kE-5- \ \ 1 I - A \ \ / I � � - -v A v � � � ___ -� � v v V A • \ / I \ �� �°��A e \ I 1 \ I�l l T goo \ \ \ \ Paz ♦ `o \ � \ \� \ \ \\ 1 I I I I I \ sz. v ` c" / /�.♦ 3.95 v v v v r\ \w \ I v v \ v vvvvvvv v v v v v °, v v v v � / Cie - / / �♦ V�\ v I I� I I v vvv v� v� / \ \ \\ \ \ ♦ / LL \ / J. \ \ 930_ \ _ o \\_ \ \ \ \ . ♦ % K \� 1 \ \ \ I I I 1 I I I I / // � / � ` \ \\ \ \ \ / ♦i II I (/ / / � KER Y 1 \ \ // // // - \ \\\\\ \ \'! s� -''- \ \ \ \ \\ \ \ \\ \\� �`11 \ ♦ f ♦♦♦/ l/l III / /o // \ \ vv�v�RIncAL v v Vv vv .v Q v v�♦ // j I�� - / - I ��//�lll/�lll��/ 41`vK: � A \ v I\ II vvv vv C23 ♦ / ♦ / \ \\ r.\\` \ \ \ \\\ \ \ ` ♦ // b' T.N1,69-6M \ W `. v v \ v V A vvA v v A vv vv ♦� v / 9° v // / ♦�// �// / / ' / 011 vv I I�I \ /'REVISEDLOT7 'I ��♦♦�� A 1 `, A \ V ' VA V v `e A vV` \ v vvv ♦ / / ACK MAN TRUST v A o A v ♦ v % O / / b - I Cso �sA V v v ---a / I / / / / / // _4733-2-3 A - `._ v / A v�-- \� `� v��vvvv�� v l ♦♦♦ lllll�lll�l/// /�( o // 4�33 0& PLAT vpJ i8 ♦ ♦\ I / 11 1\ \\ \ \ \\\ \ \ \ ♦ // / / / ♦ �IIII / // , o /, D.6.4456-444 2 - .♦ --•.. \ \ °N \ I I �� I \, \ \ - / : ` LL \� \ \ O ' ``�•� � / / / o v A N, // // �_ _ PLAT ---- ----- a / / / ♦ /\ \\ / / / / C _ rbci N v / // // / �� V I I / /� I / 17 ■ A c. _ • 13, o '- R it it l ''' ��d �o�\ \\A�A ♦ - -- // /`b ��� ♦♦ l / O� r1"i" '•.\ \ Av tr F ( l Mp e F v v ♦ ♦ I r // // // // \ I / ♦ 16 ♦ N </ k \ \ \ \ \ ♦♦ :; io0 FOOT WPO o Fc \ \ / ///// / / // / \ I I i l ♦ z4 , OFg CR C \ \ \ (\ \ \ - ! /J \ \ �-5 / /� // .► \ ♦♦ . c qb ��\ \ \ LOT 15 9i \ �T / / / /// I I I / } •. ,�--- - - \ ..� - ♦ NS FF F \ \ )I , - - / ,� r >, \ O sy \ \ \`/M• / / / // / / , • \ a \ � \I \-�=Y' STREAM BUFFER o ,� \�\ °\1 \\\ 3/ \ ACRES ♦ 1 / o e �6. 88 C 1_ L T 23 ♦ ♦♦♦4%4 ♦ \ \ 1 \ \ \ �o�\ \ \ \ I\ \•� 0 - _�� 2.40 AC * \ / ` \ \ \ G a E� b�l `L / // / // / // // / / / /' /� / 2.02 ACRES .► l \ \ V A V v - VDOT CL Al5 ♦ I �� o v s T' v V A v v c22 v v v v ti v v RIPRAP / I ♦ SWALE--�i _ I O "�'� / / ///�//// / \ \ \ \ \ \ i / / / / I / \� 1 \ \ \ \ 1 \ \ ♦♦ \ � 8 \ -" (�`) a9°- `. I I ♦♦ I I � � `o r/ " I " '•\ � \ yi \ � I \ A A RP A A v ♦♦ \ \I 1 A s� f 1 2.250A 16ES I s ♦♦ v / r \ r 1 G SS bINED V V A \ �i- - V i 1 _J SWALE _ A . A A A ..�''� V O / ," ' ♦ I T/ MI6 6G / A v ♦ l LOT 1 / / / / A dscn�e V A ♦ / V A A '�so 0'1� '' / ae6 1 ♦♦ o N F K DONLEV 8e / \ ♦� /I - \ ■ \ tiase� p!F/' \ �' ♦ / 1 / o ARl4DONLEY; l l I I I �� \ -� v�-- ♦♦ / / ■ v - s 1 Iv l 6� / l / / \ v v i -' l j.�f'" t"`� / I V ` A _-V BOG A - s3� I ♦ 11 / ° v p.B.33 0 82, ; / / I I I 1 / \ � ♦i I ♦MC I / y - // - � Fo p� / ---89° ; �� \ / / 5/& $6 L�T } \ \ --- -- +'♦ ' ♦ ILOT22 "--- ♦a♦ \ \ C \ i \ \ F / o e f J49 GtESS _ .� 1 \ 1 ■ A A \ 1v Cal I ♦ v Al e �. / / / / \ \ _ ♦ r/� �l l --♦ AA\ V Ar AVA VAI\ I v 7 �RiPi�Pv I ♦ / v - 1 / a � � ` 940 -' / � / ■ I '\ \ \ � m t � l SWAE \ ■ � /r " - IS --_ '--- ------// - --� \I\\�\g8° J-'NoscA�e\ \ ; � /i-� 8 \ I 1 LL�LE � - --- '-- -' / - -°- I \ VA\ VA\ V 1 i / k v OVERHEADI / - -9Bz - - - - - - - - / / / _ _ .. / I I \ \ \ . \\ \ \ J \ UTILITY I `o ` '2.67ACRES-ago--- --- --- - 93°/" /'/ I 1 \ \ \ \ \\\ \\Illll I `\\ / \ LOT17 LINES // 01 / / ./ / - - �UB]ECI_ - - IS_ - - / / / \ ♦ I I \ \ \ � , \ ♦''�.� \ \ 6.19 ACRE - PROPERTY,- P. " - /R1PRA - LOT 21 , / \ \ � \ � I 1 � ♦ � \ 1 / I % REST \, \ ♦ s \ / // /!//� // / / 3,47ACRES 36" RCP CULVERT / O UIv4ENT SEE DESIGN THIS SHEET I IQt N \ v I I /i / T,M.69-T9 FO �F{EVISED LOT v $TPCKTONCREEKL ,4.56 ACRES, / -- 8° - - / P LE b8.55D4 RG.61 ��i//--'-iLOT18/� �� �LOj� � / // / - � VD0 /�/ // // //�' I /- V V A A A\ 205ACRES / � / / SWALE / 49A-1 E/S // / \ vv v N0-s�� v _ LOT 7f3 3. RESVDW- MONUMENT, FOUND r°� \ 1 \ / �---- --' IS /' /- i /� AV A \ -�/ �i/// / / / A / �/ / / AV A A V A �: \� / CAlpp 5 I�Ilr A. CRITICAL SLOPES / ( I 111161 6 \ I 1 \ \ = _�_ _ \ - - /,a�° / / / oU j° - VDH FREEMAN I A�I)R OR \ - I MONUMENT JOA NFt �A FOUND §VD \ _ - - 19A7 47.7 CRIES V -� - - - - - - \ - MIINt1MENT- S P�1oNkJlt/lEhi� _ ; _ � _ - - _JUST,JOSEPH SOOFF8L - - FOUND - \ C TE RoUTE ` \ _ _ = rtR�Tlm = _ = ==- - \ TA / €O�aD__ -- - - - --_---_ -- --_ \� fvs 15 --- - �_ _ = GRAPHIC SCALE / GASE - - - - - = - Y R1�1ST SH - MONUMENT - ---- 21ACRES - -- -- i - - 80 0 40 80 160 320 FOUND - \ �`_\\ \ \ \ \\\FO Nam'\\\ VDH \------ IN FEET ) / - - ----- ��\\ \ \ �\-_ )/\11 IE�VT,-�-- '� \ 1 1 inch = 80 ft. - \\` \-------- \`- �MU / // \ MONUMENT\\ \ -- ICOTT /R. CD•LLINSZ Lic. No. 035791 � ``SS11/15/22 O��SIONAL t' O OV a21 U F- L o ZZ Q > O f O L Z 0 U ¢ W (F�1 W � o V/ O z 0 � z `� V) z > ca a W � U) 0 r L z F 0 U) in PJ CI7 ti C10 C� O N LM WN O C) N WN Q or W J J U) I n D C. Q I� Q � z I O z � O � I --I I --I J U m Z U) oL Q LU � �W LL Q z z LU O 0 I- LLI w W a to 30B NO. 222207 SCALE 1 rr=80r SHEET NO. 10 vvv=- 10♦-/ \l \\ I\�/Ci3 ♦ "_ gio-'"" /��♦♦♦♦♦I /�V�N 1 \ V \ \��VA v ___ v�I / V V A V /v v v v 9 v v V ♦ /./ V A l �kE-5- \ \ 1 I - A \ \ / I � � - -v A v � � � ___ -� � v v V A • \ / I \ �� �°��A e \ I 1 \ I�l l T goo \ \ \ \ Paz ♦ `o \ � \ \� \ \ \\ 1 I I I I I \ sz. v ` c" / /�.♦ 3.95 v v v v r\ \w \ I v v \ v vvvvvvv v v v v v °, v v v v � / Cie - / / �♦ V�\ v I I� I I v vvv v� v� / \ \ \\ \ \ ♦ / LL \ / J. \ \ 930_ \ _ o \\_ \ \ \ \ . ♦ % K \� 1 \ \ \ I I I 1 I I I I / // � / � ` \ \\ \ \ \ / ♦i II I (/ / / � KER Y 1 \ \ // // // - \ \\\\\ \ \'! s� -''- \ \ \ \ \\ \ \ \\ \\� �`11 \ ♦ f ♦♦♦/ l/l III / /o // \ \ vv�v�RIncAL v v Vv vv .v Q v v�♦ // j I�� - / - I ��//�lll/�lll��/ 41`vK: � A \ v I\ II vvv vv C23 ♦ / ♦ / \ \\ r.\\` \ \ \ \\\ \ \ ` ♦ // b' T.N1,69-6M \ W `. v v \ v V A vvA v v A vv vv ♦� v / 9° v // / ♦�// �// / / ' / 011 vv I I�I \ /'REVISEDLOT7 'I ��♦♦�� A 1 `, A \ V ' VA V v `e A vV` \ v vvv ♦ / / ACK MAN TRUST v A o A v ♦ v % O / / b - I Cso �sA V v v ---a / I / / / / / // _4733-2-3 A - `._ v / A v�-- \� `� v��vvvv�� v l ♦♦♦ lllll�lll�l/// /�( o // 4�33 0& PLAT vpJ i8 ♦ ♦\ I / 11 1\ \\ \ \ \\\ \ \ \ ♦ // / / / ♦ �IIII / // , o /, D.6.4456-444 2 - .♦ --•.. \ \ °N \ I I �� I \, \ \ - / : ` LL \� \ \ O ' ``�•� � / / / o v A N, // // �_ _ PLAT ---- ----- a / / / ♦ /\ \\ / / / / C _ rbci N v / // // / �� V I I / /� I / 17 ■ A c. _ • 13, o '- R it it l ''' ��d �o�\ \\A�A ♦ - -- // /`b ��� ♦♦ l / O� r1"i" '•.\ \ Av tr F ( l Mp e F v v ♦ ♦ I r // // // // \ I / ♦ 16 ♦ N </ k \ \ \ \ \ ♦♦ :; io0 FOOT WPO o Fc \ \ / ///// / / // / \ I I i l ♦ z4 , OFg CR C \ \ \ (\ \ \ - ! /J \ \ �-5 / /� // .► \ ♦♦ . c qb ��\ \ \ LOT 15 9i \ �T / / / /// I I I / } •. ,�--- - - \ ..� - ♦ NS FF F \ \ )I , - - / ,� r >, \ O sy \ \ \`/M• / / / // / / , • \ a \ � \I \-�=Y' STREAM BUFFER o ,� \�\ °\1 \\\ 3/ \ ACRES ♦ 1 / o e �6. 88 C 1_ L T 23 ♦ ♦♦♦4%4 ♦ \ \ 1 \ \ \ �o�\ \ \ \ I\ \•� 0 - _�� 2.40 AC * \ / ` \ \ \ G a E� b�l `L / // / // / // // / / / /' /� / 2.02 ACRES .► l \ \ V A V v - VDOT CL Al5 ♦ I �� o v s T' v V A v v c22 v v v v ti v v RIPRAP / I ♦ SWALE--�i _ I O "�'� / / ///�//// / \ \ \ \ \ \ i / / / / I / \� 1 \ \ \ \ 1 \ \ ♦♦ \ � 8 \ -" (�`) a9°- `. I I ♦♦ I I � � `o r/ " I " '•\ � \ yi \ � I \ A A RP A A v ♦♦ \ \I 1 A s� f 1 2.250A 16ES I s ♦♦ v / r \ r 1 G SS bINED V V A \ �i- - V i 1 _J SWALE _ A . A A A ..�''� V O / ," ' ♦ I T/ MI6 6G / A v ♦ l LOT 1 / / / / A dscn�e V A ♦ / V A A '�so 0'1� '' / ae6 1 ♦♦ o N F K DONLEV 8e / \ ♦� /I - \ ■ \ tiase� p!F/' \ �' ♦ / 1 / o ARl4DONLEY; l l I I I �� \ -� v�-- ♦♦ / / ■ v - s 1 Iv l 6� / l / / \ v v i -' l j.�f'" t"`� / I V ` A _-V BOG A - s3� I ♦ 11 / ° v p.B.33 0 82, ; / / I I I 1 / \ � ♦i I ♦MC I / y - // - � Fo p� / ---89° ; �� \ / / 5/& $6 L�T } \ \ --- -- +'♦ ' ♦ ILOT22 "--- ♦a♦ \ \ C \ i \ \ F / o e f J49 GtESS _ .� 1 \ 1 ■ A A \ 1v Cal I ♦ v Al e �. / / / / \ \ _ ♦ r/� �l l --♦ AA\ V Ar AVA VAI\ I v 7 �RiPi�Pv I ♦ / v - 1 / a � � ` 940 -' / � / ■ I '\ \ \ � m t � l SWAE \ ■ � /r " - IS --_ '--- ------// - --� \I\\�\g8° J-'NoscA�e\ \ ; � /i-� 8 \ I 1 LL�LE � - --- '-- -' / - -°- I \ VA\ VA\ V 1 i / k v OVERHEADI / - -9Bz - - - - - - - - / / / _ _ .. / I I \ \ \ . \\ \ \ J \ UTILITY I `o ` '2.67ACRES-ago--- --- --- - 93°/" /'/ I 1 \ \ \ \ \\\ \\Illll I `\\ / \ LOT17 LINES // 01 / / ./ / - - �UB]ECI_ - - IS_ - - / / / \ ♦ I I \ \ \ � , \ ♦''�.� \ \ 6.19 ACRE - PROPERTY,- P. " - /R1PRA - LOT 21 , / \ \ � \ � I 1 � ♦ � \ 1 / I % REST \, \ ♦ s \ / // /!//� // / / 3,47ACRES 36" RCP CULVERT / O UIv4ENT SEE DESIGN THIS SHEET I IQt N \ v I I /i / T,M.69-T9 FO �F{EVISED LOT v $TPCKTONCREEKL ,4.56 ACRES, / -- 8° - - / P LE b8.55D4 RG.61 ��i//--'-iLOT18/� �� �LOj� � / // / - � VD0 /�/ // // //�' I /- V V A A A\ 205ACRES / � / / SWALE / 49A-1 E/S // / \ vv v N0-s�� v _ LOT 7f3 3. RESVDW- MONUMENT, FOUND r°� \ 1 \ / �---- --' IS /' /- i /� AV A \ -�/ �i/// / / / A / �/ / / AV A A V A �: \� / CAlpp 5 I�Ilr A. CRITICAL SLOPES / ( I 111161 6 \ I 1 \ \ = _�_ _ \ - - /,a�° / / / oU j° - VDH FREEMAN I A�I)R OR \ - I MONUMENT JOA NFt �A FOUND §VD \ _ - - 19A7 47.7 CRIES V -� - - - - - - \ - MIINt1MENT- S P�1oNkJlt/lEhi� _ ; _ � _ - - _JUST,JOSEPH SOOFF8L - - FOUND - \ C TE RoUTE ` \ _ _ = rtR�Tlm = _ = ==- - \ TA / €O�aD__ -- - - - --_---_ -- --_ \� fvs 15 --- - �_ _ = GRAPHIC SCALE / GASE - - - - - = - Y R1�1ST SH - MONUMENT - ---- 21ACRES - -- -- i - - 80 0 40 80 160 320 FOUND - \ �`_\\ \ \ \ \\\FO Nam'\\\ VDH \------ IN FEET ) / - - ----- ��\\ \ \ �\-_ )/\11 IE�VT,-�-- '� \ 1 1 inch = 80 ft. - \\` \-------- \`- �MU / // \ MONUMENT\\ \ -- ICOTT /R. CD•LLINSZ Lic. No. 035791 � ``SS11/15/22 O��SIONAL t' O OV a21 U F- L o ZZ Q > O f O L Z 0 U ¢ W (F�1 W � o V/ O z 0 � z `� V) z > ca a W � U) 0 r L z F 0 U) in PJ CI7 ti C10 C� O N LM WN O C) N WN Q or W J J U) I n D C. Q I� Q � z I O z � O � I --I I --I J U m Z U) oL Q LU � �W LL Q z z LU O 0 I- LLI w W a to 30B NO. 222207 SCALE 1 rr=80r SHEET NO. 10 PJ CI7 ti C10 C� O N LM WN O C) N WN Q or W J J U) I n D C. Q I� Q � z I O z � O � I --I I --I J U m Z U) oL Q LU � �W LL Q z z LU O 0 I- LLI w W a to 30B NO. 222207 SCALE 1 rr=80r SHEET NO. 10 �- 1 11 1• 1 1 11 1 11 ���--_-_-_- STORM SEWER io-YEAR CAPACITY CALCULATIONS �TH 0 Design Storm Year = 10 �f DRIVEWAY CULVERT >o-YEAR CAPACITY CALCULATIONS Design Storm Year = 10 �SCOTT R. LINS'Z U Lic. No. 035791,1:- ° 11/15/22 10NAL 'F, F Z w F O U Z M O O U °6 w O Zz<> O 2: U H w Z O a to to ■■�� Q tf1 ■1 w C� O Z p z O `~ O � z � m g W V) J Q Q K � W Z = .. H O HYDRAULIC GRADE LINE (LD 347) CALCULATIONS z z O Design Year: 10 Project: Stockton Creek Subdivision Job 9: =07 Prepared by: LMW, PE w LU N N N N r, H l Q + r M Cn N z W N Q a7 N N 0 Roadside Ditch Lining Calculations Job Number: 222207 Designed By: LMW > O Stockton Creek Lane MaxS=5.0% EC-2,MaxVanfps VDOTCtAI,n�.m2 0 MaxV=30fps EC-3TypeA,MasV=7.0fps VDOTC4I,rF0.086 7 w J f VDOTCLII,rr�.095 J > z z LU 0 0 Hi Q J ■ Hi U i = J W U U Y,LJr..tl V LLB Q � Lu z D LU Roadside Ditch Lining Calculations Job Number: 222207 Designed By: LMW in U � Stockton Creek Court Ma S=5.0% EC-2,Maxvanfps VDOTa.A1,rr�m2 0 MaxV�Arps EC-3Type A. MaxV�A fps VDOTCI.I,r�D86 LI..I z LU VDOTQ.II,n=0D% O U7 J w 0 J Q V O O CD N U I- w F o w a � JOB NO. 222207 ySCALE 1 "=80' SHEET NO. 11 IL9 N ®- 11 1. 11 11 .11 ®®--_-_-_- ®-®®®--_-_-_- ®-®®®----_-_- STRUCTURE DRA Sta From Sta To T= (min) C Value Area (acJ CA cc h (in/hr) Q� (cfs) Slope (fr1fr) Farth(n�.03) Jute(Sod)(n=0.05) ra I+� (m/lrr) Q'� (cfs) Depth+� (ft) Mm.Des' n Width (ft) Vel. Depth VeL Depth VeL Depth (Depth) (Type) Note: Ditch terminates at SIR-18 12+09 ]0+00 6.0 0.50 0.24 0.12 5.4 0.65 0.0450 1.58fps 0.29 ft 6.50 0.78 0.3Ift 12"Earth 6.00 ft Note: Ditch terminates at SIR-17 12+09 ] 0+00 6.0 0.40 0.39 0.16 5.4 0.84 0.0450 1.97 fps 0.31 ft 6.50 1.01 0.34 R 12" Earth 6.00 ft Note: Ditch terminates at STR-9 12+09 18+79 12.0 1.97 0.45 0.89 4.3 3.81 0.0750 1.1 0.69 ft 5.30 4.70 0.75 ft VDOT CL Al � ra 6.00 ft Note: Ditch terminates at STR-10 12+09 19+83 8.0 0.60 0.48 0.29 4.9 1.41 0.0750 2.Ojps 0.48 ft 6.00 1.73 0.53 ft VDOT CL Al Riprap 6.00 ft 24+OS 19+83 12.0 0.30 3.44 1.32 4.3 5.68 0.0574 2.6jps 0.85 ft 5.30 7.00 0.91 ft VDOT CL Al Riprap 6.00 ft Note: Ditch terminates at STR-8 24+05 19+83 8.0 O.SS 0.53 0.29 4.9 1.43 0.0574 1.8jps 0.51 ft 6.00 1.75 0.55 ft VDOT CL Al Riprap 6.00 ft Sta From Sta To I'= (min) C Value Area (ac.) CA ccu h (in/hr) Qr (cfs) Slope (ft/ft) Farth(n=0.03) Jute(Sod)(n=0.05) Ri ra I+o (in/hr) Q+o (cfs) Depth�o (ft) Min.Desi n Width (ft) Vel. Depth Vel. Depth Vel. Depth (Depth) (Type) Note: Ditch terminates at STR-7 10+00 12+95 9.0 0.35 5.57 1.95 4.7 9.16 0.0700 2.8jps 1.04 ft 5.80 11.31 1.13 ft VDOT Cl- I Riprap 8.00 ft Note: Ditch terminates at STR-6 10+00 12+95 6.0 0.65 0.39 0.25 5.4 1.37 0.0700 2.0jps 0.48 ft 6.50 1.65 0.51 ft VDOT CL Al Ripmp 6.00 ft 10+( ROAD CC • • • Z! G LOW PT STA: 10+14-39 LOW PT ELEV: 935.19 LOW PT ST : 10+57.18 PVI STAao+ii.89 LOW PT EL V: 935.6o PVI LEV:935-15 PVI STA: 0+97a8 K:2.50 955 PVI ELE :936.00 955 L. C:10.00 o, ®, 0 LVC:8 .00 Cq OD N i ID 0 M cc N +4H 01 W + M O + 0) 950 U. w ~ u HIGH PTST :12+04.96 950 w 00 v w W PVI STA: 2+49.12 0 PVI ELE :94o.S6 w O + K:1 .61 Q ° LVC:2 0.00 945 w W N H 945 N J M 41 M 41 O W N n n U- Oz lJ V \ ; 940 o °>° "' 940 H V Y \ Lu U1 0 O \ Ln Z z \ 935 Q 1.00% 3.00% 935 6 = START OF 3 00% PROPOSED VDOT NSTRUCTION STD. CD-2 \ \ 930 \ LOW PT S A: '19+7S.2 930 LOW PT E LEV: 892.88 PVI ST :19+53.88 PVI EL V:88S.97 K: 8.S8 9�5 \ LVC 400.00 9�5 o n 00 .0) 0, d 00 —EXISTING GRADE „ � 92O \ m w HIGH PT S A: 2+ 1 3 54.5 920 PVI ST :23+02.SS PVI EL V:9o7.76 Aso K: 1.88 S \ LVC: 03.91 915 O H Ln 915 \ + O Q \ N N W4 W > m W 910 910 \ 1.50% / / 0 PROPOSED GRADE 0 0 / 905 905 STOCKTON CREEK LANE CUT/FILL VOLUME / \ wLu / CUT: 23,696 CY FILL: 8,520 CY / 6 900 NET: 15,176 CY <CUT> Z 900 Y V / PROPOSED VDOT uj STD. CD-1 uj 0 895 Q 895 / PROPOSED VDOT 890 / STD. CD-1 89p PROPOSED VDOT / STD. CD-2 885 FILL TO BE PLACED AT COMPACTION 885 95% (TYP J 88o 88o 875 875 870 870 Ol L!1 M L9 00 1p N l0 pl V7 O Ol M NC)ei f� Ol f� V1 ^ O n 00 f�1 O O M '1 •� In N O 00 M Ol '1 t` M l0 N� l0 ^ S W N 00 M l0 O 00 00 O O O N Ol M 1p •i ci w O M N O M rl f� 00 O '. t\ f N N Ln M H .t ul N S N S ^ M S O ^ l0 m ul M M N M M 0) N l0 N r4 N N ^ 00 H M d H Ol O H ul O ci d 0) 06 N 00 N r\ M N 00 M Ol 00 N l0 Ol M ei O ul Ln O 06 00 O •i 0 'i f O •i ^ 01 O Ol O m rn m m m M m m M Oi rn M 0i m M 0) m M m m M m 0i N m rn N m m N m rn H m rn ,y 0i m O m m O rn m O rn 00 0) 00 00 0) °D 00 0) m 00 0) 00 00 0) 00 00 0) 00 0i 0) 00 m 00 m O of m O m m O m 0) O m 0) O m 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+So 14+00 14+50 15+00 15+5o i6+oo 16+5o 17+00 17+50 18+oo NOTE: ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST 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 NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03G. NOTES: i. ALL FILL TO BE PLACED AT 95% COMPACTION. 2. MINIMUM 3.S' 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. VDOT STANDARD CD-i 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. STOCKTON CREEK LANE 18+50 19+00 19+50 20+00 20+50 21+00 HORIZONTAL GRAPHIC SCALE ( IN FEET ) 1 inch = 50 ft. 21+So 22+00 22+So 23+00 23+50 24+00 VERTICAL GRAPHIC SCALE ( IN FEET ) 1 inch = 5 ft. V/ z O r V/ W ce SCOTT /R. CZrLLINS'Z Lie. No. 0357914' p 11/15/22 ctv4� Z 0 a U U N W Z O w w Q 0 Lu 7 lrr W ul z L o O U F W O Q � w(7 Z Ca Ln O w 0 0 Q En z mCL 3 V)Q J H w z = O Ln Z O w N N n m 00 ti CA r CM M O� N 4 co N O 6) N N Q > Lu J J Lu O J Q U i Lu Lu Lu U) w Of Q C� O O N Q 0- z O m D Lu Lu U w J r-i LL a Q O ry- 222207 SCALE 1 "=50' 12 0 a 905 905 HIGH PT STA: 10+10.35 HIGH PT ELEV: 892.75 PVI STA:10+4035 PVI ELEV:892.15 K:12.96 LVC:6o.00 O N O O + 00 0 910 0w °w glo >m >W m w z O 905 0 0 905 F- LOW PT STA: 12+44. 31 V O ^ w O LOW PT ELEV: 884. 9 f- °o m PVI STA:11+70.S2 w o 0m+ PVI ELEV:883.52 O A goo z P: + K:26.21 LVC:200.00 goo Lu u0Lu< v N v v z O w v W YQY F J 6 + 6 co O Ncco S V H�z � O .+ui Ndi 895 ? a v > Ln 895 m w m w OQ O 89O.00% PROPOSED GRADE O 8go 0 z w u 00 885 1.000/0 885 XISTING GRADE 88o POSEDVDOT 88o PF / STD. CD-2 y'W0///jv/ FILL TO BE PLACED AT 9 5% COMPACTION (TYP.) 875 875 STOCKTON CREEK COURT CUT/FILL VOLUME CUT: 71 Cy FILL: 14,174 Cy 870 NET: 14,103 CY <FILL> 870 865 865 �o r ,^,1 0 o m m N o vi � 0 °1 r` W N w ,y ci rj 'i rl 'i rl 'i rl 01 ro 00 w l0 '6 n ^ m CO00 m 00 0a00 00 000 00 00 0^0 000 000 00 00 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+S0 STOCKTON CREEK COURT 14+00 14+50 NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 12' OR GREATER SHALL HAVE SAFETY SLABS IN ACCORDANCE WITH STANDARD SL-1AS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 4' OR GREATER SHALL HAVE STEPS IN ACCORDANCE WITH STANDARD ST-iA5 FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. NOTES: 1. ALL FILL TO BE PLACED AT 95%COMPACTION. 2. MINIMUM 3.5' 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. 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. NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 2S OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03G. goo goo 895 895 FILL TO BE PLACED AT 8g0 95%COMPACTION (TYP.) 8go 885 885 880 PROPOSED GRADE 880 STR-12 VDOT STD. EW-1 INV OUT=873.9E 875 875 STR-ii VDOT STD. EW-1 INV OUT=869.31 870 36" CL.III RCP 870 245J5 LF Qa 1.88% EXISTING GRADE 865 865 NOTE: CONTRACTOR TO USE A CONCRETE CRADLE FOR THE PROPOSED RCP CULVERT 86o 86o INV OUT VDOT STD. END) INV.=889. o- FILL TO BE PL 95% COMPACTI( •.. •.. PROPOSED GRADE 895 895 TR-8 2.15' EW_i 2' MIN. STR HALL VDC N 8go 8goI NV.=81 ACED AT I iS" HDPE )N (TYP.) 46.6E LF dal 885 885 EXISTING G 88o 88o 875 870 875 870 kD 00 0 0 0 0C) Cp 00 -10 IT STD. EW-i WALL 39-4 o.85% AIDE NOTE: PIPE BEDDING, BACKFILL AND INSTALLATIONS ARE IN ACCORDANCE WITH THE CURRENT VDOT STANDARDS. ANY PIPE MATERIAL PROPOSED AS CL. IV RCP SHALL NOT BE SUBSTITUTED WITH ANOTHER PIPE MATERIAL. o+00 0+5o FROADWAY CULVERT - STR 12 TO STR 11� 7OADWAY CULVERT STR. 10 TO STR. 8 955 955 950 EXISTING GRADE 950 z PROPOSED 945 w GRADE Lp p c° o o _� o o 945 0 o Ln a i J O rl m rP i O (H .> O F L v LA 00 n m N O> 940 p F a> r a 940 0 1n�Zz-1n�Z o N oNin 935 935 930 f 1 — .. 7 930 15" HDPE 260.15 LF @ 0.6004 15" HDPE 38.15 LF @a o.6o% 925 925 920 920 915 915 Ol Ol 00l N N l0 l00 Q1 H m m0) ma) rn0) ma) ma) m0) 0+00 0+50 1+00 1+50 2+00 2+50 3+00 STORM SEWER STR 18 TO ST131 HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 ( IN FEET ) 1 inch = 5 ft. 20 SCOTT /R. CDLLINS'Z Lic. No. 035791,E P 11/15/22 A) zO =) U O U A W F O a o z Z O � w z Oca ¢ w OF Lu cp 0 z 0 a z \ I N / m g W Q �d J l ti H � w 0 1n 0 w N W N Q ti o 00 0 km z Cn ti CY) CIO N M N C:) rn N N W 0 J w U � F_ Lu Lu - U) — ml Q Q LLI J LL z LL O 0 I --I ~� LLJ (Il � z m D < C Y � LU z LU Q 0o U a z O O ln� U O I— V) w a iLn JOB NO. 222207 SCALE 1 "=50' SHEET NO. 13 H NFU >SCOTT R. LINSZ U Lic. No. 035791,E 905 905 °po 11/15/22�� ti z �SSIONAL EZyG w z Z (7 Z w N z J O U O W C 0 o (`Q U r ` i Z Z O 3 7 U 0 O w ~ a J 0 0 Z 0 Q > a O � (7 s W Z O�Q,n ca F�1 w 0 3 0 Z p o z O Q ~ ccnn z 7 > g W U)o J Q 2 a cic H w z F o z o O All ivv� > w 0 U ° 0 N N ° W N N N F n L y Q E 0 'D= 00 o VDOTST 7G INV OUT ' n U Cn z 0 CM ° /M/�� 3 ® y) N N ° c M z a Q O W No 10 J N 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 N 0 0 STORM SEWER STR9TOSTR z > o W J o J 0 > z (U O � W � �--� LU H U) J ° O H� h-4 3 J > 0 c /Myam � 2 W O U w Lu Y � Q z� W � � Lu < Eo Lu ul � o Uz w W z Z ui NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH O w OF iz' OR GREATER SHALL HAVE SAFETY SLABS IN �, N z ACCORDANCE WITH STANDARD SL-1 AS FOUND IN � J THE 2oo8 ROAD AND BRIDGE STANDARDS. o UU NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH mmi Lu O OF 4' OR GREATER SHALL HAVE STEPS IN o ACCORDANCE WITH STANDARD ST-zAS FOUND IN HORIZONTAL a THE 2oo8 ROAD AND BRIDGE STANDARDS. GRAPHIC SCALE < j 50 0 25 50 100 200 O NOTES: 0 O m s. ALL FILL TO BE PLACED AT 95%COMPACTION. N = z. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. S 3. MINIMUM OF i' OF VERTICAL SEPARATION FROM STORM ( IN FEET) ° SEWER & W/L AND i.5' OF SEPARATION BETWEEN W/L & 1 inch = 50 ft. SANITARY SEWER MUST BE PROVIDED. E U o tu NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE VERTICAL o SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE GRAPHIC SCALE a FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR JOB NO. 0 CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE s o z.s s o 20 222207 N 0 SPECIFICATIONS, SECTION 302.03G. SCALE ( IN FEET) 1 n=,50' coo 1 inch = 5 ft. a SHEET NO. 14 ° goo =86z.00 goo 895 895 111 Q QM n� O 8go � g� � � 8go > � OD j � � z EXISTING GRADE F o �� v, p � ,o a» O o00 rzz 885 � ° � o N� � � 0 885 O N tO O � M '{ CO U1 H Z > � 00 H FILL TO BE PLACED AT rQn � z p 95%COMPACTION (TYP.) F a > > z 880 880 � pO / 875 a � �,,� 875 o M �� 0 0 � z4"HDPE � � z p � 39.0o LF �a i.z8% PROPOSED GRADE m � a > > v, � ? ? 870 � z�, z a7 870 66 �F � 60 865 HDPE LF � 1.z6% 865 D. ES-z z4� 172.8o z4' HDP1 167.98 LF C� 48% 860 860 855 855 M O .i O 00 M O N O 1� N O � O Ol O � Vl �n a0 N tD O l0 N l0 a0 t0 � � 00 l0 O � O ^ M n OD � �t 945 945 HT.O _ OBJ=35' SIGHT DISTANCE= 10'_ 940 940 HT. OF IEYE=3.S' \ / 935 935 930 930 / PROPOSED GRADE (TYP.) SP/ ,� / \ 5 \GNS O\ 925 9�5 EXISTING GRADE (TYP. � \ 920 g2o / \ HT. OF OBJ=3.5' 915 915 gso gio 905 905 goo goo O O � N n N .i � O ^ O N � � O N M N M lrl M � n^'1 N � � pM � M N N m m� m� m� m� m� m� m m m TH OFF 950 950 � �SCOTT R. LINSZ L) Lic. No. 035791,n ° 11/15/22 4� A0 1 Z �`S'SIONAL ECG w w z Z w Z J O Ln o z = o 0 z r 7 3 Z U � U � 0 aLS N a Vl o J 0 ry Zz a > o 2 O W z a m o u Q cLn n 3 WEn 0 Z 0 m Z 0 Q C �..� o rn U o U, z > g W � 0 I.f. Q J Q W C Z F O o F L z o O W 0 U J N C O U 0 N N W � `\ � � \ _ O O 0 3 U C_ VJ > ti 0 M 0 M 3 ® � m N � a z T 10+00 10+ 0 11+00 11+ 0 12+00 12+ 0 1 +00 1 + 0 1 +00 1 + 0 1 +00 1 + 0 16+oo 16+ o 1 +00 1 + 0 18+oo 18+ o 1 +00 1 + 0 20+00 20+ 0 21+00 21+ 0 22+00 22+ 0 o 5 5 5 3 3 5 4 4 5 5 5 5 5 7 7 5 5 9 9 5 5 5 5 C GOODLOE LANE SIGHT DISTANCE N wN 0 Q Q > O a ^ N W J � 0 J o ® > z Lu o w 0 i--i 0 TH U) 0 3 O > z Lu Q U a = CO z U Q Y cn o H = W p H LU _ LLJ L7 Ul U z � � w w z z O w z '^ Z V / J O V JU w O HORIZONTAL J Q GRAPHIC SCALE C� 50 p 25 50 100 200 O � d N s ( IN FEET) o 1 inch = 50 ft. E U VERTICAL o w GRAPHIC SCALE a o JOB NO. 0 5 0 1 5 10 20 222207 No / a SCALE o ( IN FEET) 1 n=501 N 0 1 inch = 5 ft. SHEET NO. 15 g2o 920 915 915 HT. OF \ OBJ=3.5' gso \ gio HT. OF � OBJ=3.5' 905 905 ��80 900 PNc� 900 \5,� 895 895 OF EYE-3-5' / \ PROPOSED GRADE (TYP.) 8go � 8go \-EXISTING \ / GRADE (TYP.) 885 \ 885 880 880 / 875 1 875 870 870 865 865 .i N � l0 O O '! N O N � O O 'i Ol lD O O VI O lO O O O O O O 00 O M N M O �t rl O O 01 � � 00 I� O 00 'j � u1 W N N 01 N 00 Ol S M O � 1p O � � T O N O Ol � Ol O � 00 � 00 � � W � � 00 � 00 � � 00 � � 00 � � T � � T � Q1 � 925 925 �TH 0F�f o �G, SCOTT R. LINSZ U Lic. No. 035791,n ° 11/15/22 w� �0IONAL It z w 0 yU z ZD O � U o � U w 0 J � ZZa> o F w 0Lna Ln �..� o LU w o o z o z o a `~ O U) z / > > m g W En a J a � � w z = .. 0 0 Ln O w N N w C1 � \i O L9 ti (h ® ci rn N z W Q N W N o O w J io+oo so+So ii+oo a+So iz+oo iz+So 13+00 13+50 14+00 iy+So 15+00 iS+SoLu J � STOCKTON CREEK LANE SIGHT DISTANCE w o L O 0 0 0 LU = co z U � Q Y U) cn w � LU 0 Ul Cl) LU � ~ 2 U w W O W ~ JU w O HORIZONTAL mi < GRAPHIC SCALE a 50 0 25 50 100 200 O N ( IN FEET ) 1 inch = 50 ft. VERTICAL I w O w GRAPHIC SCALE a Ln JOB NO. 5 0 2.5 5 10 20 222207 SCALE ( IN FEET) 1 n=50' 1 inch = 5 ft. SHEET NO. 16 Cons ation Plan Notes: 1 .ALL TREES 0 BE PRESERVED AND PROTECTED SHALL BE MARKED WITH PAINT OR \� i SLOPES GREATER THAN 3'i SHALL BE PLANTED WITH IN IVE STEEP SLOPE MIX WITH 199z 338 TH OF RIBBON AT A HEIGHT CLEARLY VISIBLE TO EQUIPMENT OPERATORS. NO LAND DISTURBING ANNUAL RYEGRASS BY ERNST CONSERVATION SEEDS ITEM NUMBER: ERNMX-181 AT ACTIVITY SHALL BEGIN UNTIL THE TREE MARKING HAS BEEN INSTALLED BY THE T.M.69-6L T.M.69-6C \ ( ) CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING ` A RATE OF 6o LBS. PER ACRE, OR i LB. PER i,000 SF. GRASS MIX IN THESE AREAS SHALL DEPARTMENT. LOT 6 GIBSON, EVERETT E JR STUART TAYLOR SMACK \ FIELDS PROVIDE PERMANENT STABILIZATION AND SHALL NOT REQUIRE MOWING. 2. HEAVY EQUIPMENT, VEHICULAR TRAFFIC, AND THE STORAGE OF CONSTRUCTION D.B.5246-521 - 1.07 ACRES _ 2. ALL SITE PLANTINGS OFTREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MATERIALS AND SOIL SHALL NOT BE PERMITTED WITHIN THE OUTSIDE DRIPLINE OF TREES - - - - TO BE PRESERVED AND PROTECTED. D.B.3415-704,707 PLAT - - - - - MAINTAINED AT, MATURE HEIGHT; THE TOPPING OFTREES IS PROHIBITED. SHRUBS AND TREES SHALL BE , � - - - _ _ - - - - � � PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL 3. TEMPORARY EROSION CONTROL MEASURED AND OR PERMANENT STORMWATER / - - - - - - _ - - - - _"_ � �r HEALTH OFTHE PLANT MANAGEMENT FACILITIES LOCATIONS SHALL BE COORDINATED SUCH THAT THEY SHALL / /� -- r �- 1 0. ALL TREES TO BE PLANTED SHALL MEET THE SPECIFICATIONS OF THEAMERICAN NOT ADVERSELY AFFECT TREES TO BE PRESERVED AND PROTECTED. Z , - - - r ,1 3 ASSOCIATION OF NURSERYMEN. THE PLANTING OFTREES SHALL BE DONE IN a. FIRES SHALL NOT BE PERMITTED WITHIN 100 FEET of THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED, ACCORDANCE WITH EITHER THE STANDARDIZED LANDSCAPE SPECIFICATIONS JOINTLY / o LL �' 5. TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE ADOPTED BY THE VIRGINIA NURSERYMEN'S ASSOCIATION, THE VIRGINIA SOCIETY OF OF TREES TO BE PRESERVED AND PROTECTED. / / . -4�` LANDSCAPE DESIGNERS AND THE VIRGINIA CHAPTER OF THE AMERICAN SOCIETY OF ,� �- � _ LL LANDSCAPE ARCHITECTS, OR THE ROAD AND BRIDGE SPECIFICATIONS OF THE 6. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE PROTECTIVE FENCING HAS VIRGINIA DEPARTMENT OF TRANSPORTATION. BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY e �\ \ \ ALL SHALL BE PLANTED A MINIMUM OF AWAY FROM ANY SIDEWALK, CURB, OR \ ioo YR FEMA y ENGINEERING DEPARTMENT. � ' 4� 3� / LL 7. WHEN TRENCHING FOR ANY KIND OF UNDERGROUND WATER, SEWER, ELECTRICAL, CABLE, SLOPES ASPHALT TO MAINTAIN A MINIMUM CLEARANCE ZONE. STREET TREES PROVIDED �. `� TELEPHONE, OR OTHER UTILITY SERVICE IS NECESSARY WITHIN THE LIMITS OF TREE / / PROPOSED VDOT \ �` \ ON AVERAGE So' O.C. AND 5'-io' FROM PROPOSED UTILITIES. FLOODPLAIN CRITICAL PROTECTION OR BEYOND THE LIMITS OF CLEARING, THE SEPARATION FROM THE TRUNKS \ r . ,� ,tit• \ '� \ OF TREES SHALL BE MAXIMIZED TO THE FURTHEST EXTENT POSSIBLE. TUNNELING / / RIGHT-OF-WAY DEDICATION , SHALL BE REQUIRED WHEN DEEMED, BY THE COUNTY ENGINEER, THAT TRENCHING WILL SIGNIFICANTLY DAMAGE FEEDER ROOTS OF TREES TO BE PRESERVED AND PROTECTED. o \ / / \ 8. ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM OF ANY TREE TO BE PRESERVED AND PROTECTED SHALL BE REPAIRED IMMEDIATELY, IN ACCORDANCE WITH \ / / T.M.69-19G THE PRACTICES IN THE EROSION AND SEDIMENT CONTROL HANDBOOK. CARE FOR / / REVISED LOT 6 o SERIOUS INJURIES SHALL BE PRESCRIBED BY A PROFESSIONAL FORESTER OR TREE SPECIALIST. \ / STOCKTON CREEK LLC - / \ ° e-e-e_� \ \ 9. SOILS WHICH HAVE BEEN COMPACTED, OVER THE ROOT ZONES OF TREES TO BE / D.B2.63ACRES o .5504, PG.614 /� \ •ems" tiQ �e �, ;� •� e PRESERVED AND PROTECTED, SHALL BE AERATED BY PUNCHING HOLES WITH AN IRON / �- BAR EVERY 18" OVER THE ROOT ZONE. THE BAR SHALL BE DRIVEN 12" DEEP AND / /� Q \ \ LOT o r MOVED BACK AND FORTH IN EACH HOLE UNTIL SOIL IS LOOSENED. / `J• \ \ 4.49 A RES91�' 10CONTROL RPLANTMEASURESRREMOES SHALL BE RINGTHE THE SFI �AL CLEAN-F THE MPORARY EROSION / ///�OF. \ \ O SCOTT R. LINSZ U Lic. No. 035791,a ° 11/15/22 w� 101 F z w f 0 z o O U Vl w O Z z O Q > 2:(, F Z w O -di Ln Ln O Of rA Source: Va. DSWC Plate 3.38-2 Z O Q LOT 12 \sSioF / �o e \.\ LL \ / H 0 U) z NOTE: ALL STREETS WITHIN THE DE E T SHALL BE MARKED // „/ a / \ ��e 2.40 ACRES \sFrgq o \/ > > ? o WITH NO PARKING SIGNS ON BOTH SIDES O H OADWAY. �/ LOT 9 \ � \ � � / r 2.70 ACRES \ �yAJ / o \ W In a y / EXTREELINETO \ \ LL /�/ a � / / \ REMAIN (TYP.) \ / �i �_ _ U) LOT 10 a +o k 0 / 2,22 ACRES \ ti > r N or e e owe e F L 14 �eVe \ CRITICAL oL \ \Ck \ 1ACRES PROPOSED \ �� � Too' WPO STREAM � �� � � T.M.69-51H N N / TREELINE A \ w Cal � TYP.) \� \ \ _ BUFFER o '\ GATES, DAMES P OR a / \ \ KERRY D o \ LOT 11 \ , 0 2.148 ACRES CD / RITICAL \ \ �' \ / "P S 2.74 AC \ °010. T.M.69 6M REVISED LOT 7 / i S 0Ck \ 0o E.C.ACKERMAN TRUST L o ti D.B.4733-23 R TO 4- D.6.4733-20 & 21 PLAT , .° �s.° D.6.4456-444 u+ o �- _ +� \fo p� k4 D.B.3530-234 PLAT 15 2.39 ACRES �/ / CS!\ LL ti T.M.69 51 CM OT 23 \ \ /��0 / o \ GRAVES HOME LLC z ------ 1.9 ACRES�ss2�F6 26.988ACRES CV Q --- / erg / \ F, O J H� V °p° ��Q'�� / CountyofAlbemarle "Y / Conservation PlanChecWist-To be placed on Landscape Plans / ,\y \ \ (Handbook, pp III-284-111-297 for complete specifications) N k z8o' IGHT TA p O > V / �` 1 +0O \pO�j LOT 16 1. The follow Ne Items shall be shown sn the elan: Q G 1 t i \ / KI Trees to be saved; ® \ 0 / SCCQ " V�•. 2.25 ACRES \ Limi6 of outs clearing (outside driptire of trees to be saved); T.M.69-6G zS'F V / °r, so• p El Locriumandtypeefpratudi cfenaug; LOT 1 FRANKDONLEY& / / / \ k NTH Ok °O \ O \J / 0 cmaechangearequringtrapweuaorwaua; J ' z l � F / ETgq e�i�0 \ / � Proposed trenchvtg or tunneling beyandthe limits of clearing. J CARLA DONLEY ly / % �Z Gp / CRITICAL 2. Murkiness _ Q D. B.3380-82, \ 4 \ SLOPES ID All trees W be sav d shall be merited with print or ribbon et sheight clearly isible to equipment operators. \ J 85 & 86 PLAT / \ / / ° L 2 2 / \ a / El No grading shall bean until the tee marking his been inspected and appnved by a County Inspector. /> O H 2 9 ACRES / I \ \ / 3. Ll Tree Conference: ®® 1 t 1 j° / � Tree preservation and protection measures shell be reviewed with the contactor on site � LL�I �H/�� f711 4. Equipment Oueratlonand Storage: U) / `LJ Heavy equipment, vehicular traf sand storage ofconstruction materials mcluding soil shall not be permitted within the driplines of trees O to be saved. Q 5. Soil SEi uch de and shall a aler Detention Devices: C) U ® Such devices shall rapt adversely affect trees to be saved. xxD, ires LOT 3A / y LOT 17 F: E Q V) / � \ 2.07 ACRES y =4. 6.19 ACRES! n Fires are not permitted wilhinlWfeet of the driplineofareas tobesaved. U CO Q 7 �\ \ I / / h / I I \ 14 69 7. Toxic Materials: I Z � \ O ® Toxicmaterials shall not be sforai wittdn 100 feet of dripline of frees to be saved. N / b \ \ S. Protective benches; GeV \� LOT 21 / I d Ll Trees to be retained within 40 feet of a proposed building orgrading active, s1Wl be protected by fencing. LJ 1 I I 3.10 ACRES LOT 20 \ \ \ t ZI Forcing shall be in place and shot be inspected and approved by a County Idepectur prior to grading or mavhuctim �J 9. Tree W ells: L U I / / .46 ACRES I \ O ® When the ground level most be la sed within the driplins of a tree to be saved, atree welt shall be provided and a construction detail submitted for approval. Ln / /h �•S/ (CRITICAL \ \ \ \ H. Tree watts: V J L�L / SLOPES \ I El When the ground level must be lowered within the dripline a tree W be eared, a toe wall shall be provided; and a mastrucfidetail on T.M.6919D I 1 , submitted for apposed LU % / \ ' v 11. Trenching and Tunneling: LU OT REVISED L3 \ o When trenching is required wither, the Emits of clearing, it shall be done as far away from the trunks of trees as possibleTunneling N O STOCKTONCREEK LLC O \ under a large nee shall be considered as an alternative whenit is anticipated that necessary trenching will destroy beater roots. LL 4.56 ACRES 1:. clearnme D.B.5504, PG.614 �, EXTREELINETO I OT 8 ® Protective fencing shall be the last items removed during the fired clemmp REMAIN (TYP.) \ \ LOT 3B I� 2.0 ACREm S I3. Daaeed Trees: I- U 2.49 ACRES EXISTING Alm Daagedtreesshall a mated innediately by pending, fertilization or othermethods ncommendedby atree spedalist. �1 / STREAM TO \ / DOTE:1iISTHEDEV OPER'SRESPONSIBILITYTOCONFERWITBTHECONTRACTORONTREECONSERVATION LU O " REMAIN \ REQmREEdENrs. r I J 00 - J LANDSCAPING CALCULATIONS SITE TREE CANOPY REQUIREMENT: 20 OR LESS DWELLING UNITS PER ACRE, MIN. CANOPY 20% OF THE SITE AREA, MINUS FLOODPLAIN/EXISTING CRITICAL SLOPE AREA TOTAL SITE AREA 45.72 ACRES (1,991,550 SF) FLOODPLAIN AREA 208,705SF CRITICAL SLOPE AREA (OUTSIDE FLOODPLAIN ZONE) 151,150SF 37.46AC(TOTALSITEAREA-FLOODPLAIN TOTAL DEVELOPMENTAREA ZONE & CRITICALSLOPE AREA) TREE CANOPY REQUIRED 7.49ACRES EXISTING TREE PRESERVATION AREA 468,165 SF (10.75 ACRES) TREE CANOPY PROPOSED OSF TOTALTREE CANOPY ON PROJECTSITE= 468,165SF(10.75ACRES) T.M.69-19A7 JUST, JOSEPH SCOTT & CASEY RJUST 21 ACRES TREE PRESERVATION I \ \ / owNSRSIGNAruRE (DATE) L FENCING (TYP.) +PLR OTp199 r4 ACRES CSLIOPESL CONTRACE PURCHASER SIGNATURE (DATE) CD7' 5(1/O6 Pape 1 of 1S$E T8A � ?56.zr cKrrya.J � � IOPOSED � --- CV 0 DETENTION_ FACILITY .M. - 50 - FREEMAN ARTHUR H OR CRITICAL SLOPES NOTE: LANDSCAPING PLANTS AND TREES WITHIN OR ADJACENT TO INTERSECTION SIGHT DISTANCE TRIANGLES MUST BE MAINTAINED IN AREA BETWEEN 2 AND 7 FEET ABOVE GROUND AS A CLEAR ZONE TO PRESERVE SIGHT LINES AND ACCOMMODATE PEDESTRIANS. JOANN F 47.729 ACRES GRAPHIC SCALE ( IN FEET ) 1 inch = BO ft. 0 O w x a lEn JOB NO. 222207 SCALE 1 H=80' SHEET NO. 17 Page 611-14 April 2015 April 2015. Page 6H-15 April 2015 April 2015 Page 611-53 Typical Traffic Control April 2015 Page 6H-5 Typical Traffic Control Stationary Operation on a Shoulder (Figure TTC-4.1) NOTES Standard 1. For long-term stationary work (more than 3 days) on divided highways having a median wider than 8%sign assemblies on both sides of the roadway shall be required as shown (ROAD WORK AHEAD (W20-1), RIGHT SHOULDER CLOSED AHEAD (W21-5bR), RIGHT SHOULDER CLOSED (W21-5aRi ), even though only one shoulder is being closed. For operations less than 3 days in duration, sign assemblies will only be required on the side where the shoulder is being closed and a RIGHT SHOULDER CLOSED (W21-5aR)i sign shall be added to that side. Guidance 2. Sign spacing should be 1300'-1500' for Limited Access highways. For all other roadways, the sign spacing should be 500'-800' where the posted speed limit is greater than 45 mph, and 350'-500' where the posted speed limit is 45 mph or less. O Lion: 3. The SHOULDER WORK (W21-5) sign on an intersecting roadwav may be omitted where drivers emerging from that roadwav will encounter another advance warning sign prior to this activity area. 4. For short duration operations of 60 minutes or less, all signs and channelizing devices may be eliminated if a vehicle with activated high-intensitv amber rotating. flashing, ova oscillating lights is used. Standard: 5. Vehicle hazard warning signals shall not be used instead of the vehicle's high -intensity amber rotating, flashing, or' oscillating lights. Vehicle hazard warning signals can be used to supplement high -intensity amber rotating, flashing, or' oscillating, lights. 6. Taper length (L) and channelizing device spacing shall beat the following: Taper Length (L) Speed Limit (Mph) Lane Width (Feet) 9 10 11 12 25 95 105 115 125 30 135 150 165 180 35 185 205 225 245 40 240 270 295 320 45 405 450 495 540 50 1 450 500 550 600 55 49U5 550 605 660 60 540 600 680 720 65 585 850 715 780 70 630 700 770 840 Minimum taper lengths for Limited Access hajhi shall be 1000 feet. Shoulder Taper = % L Minimum Channelizing Device Spacing Location Speed Limit (mph) 0.35 36 + Transition Spacing 20' 40. Travelway Spacing 40' 1 80' Construction Access* 80' 1 120' * Spacing may be increased to this distance, but shall not exceed one access per % mile. on roadways With paves snomders navmg a width of 8 feet or more, channelizing devices shall be used to close the shoulder in advance of the merging taper to direct vehicular traffic to remain within the traveled way. 7. The buffer space length shall be as shown in Table 6H-3 on Page 611-5 for the posted speed limit. 8. A truck -mounted attenuator GMA) shall be used on the shadow vehicle on Limited Access highways and multi -lane roadways with posted speed limit equal to or greater than 45 mph for operations with a duration greater than 60 minutes. 9. When a side road intersects the highway within the temporary traffic control zone, additional traffic control devices shall be placed as needed. 1: Revision 1- V112015 "ROAD WORK - AHEAD" SIGN j� (W20-1) - Stationary Operation on a Shoulder (Figure TTC-4.1) SEE NOTE 1 SEE NOTE 1 END ROAD WORK" Crr;Al /17,20-2) "ONE LANE ROAD' °RIGHT SHOULDER) BE PREPARED TO \ AHEAD" SIGN CLOSED AHEAD" STOP" SIGN (W3-4) \ (W20-4) SIGN (W21-5Br) \ an' G20-2 (V) 500' ± 80' -120' SHADOW VEHICLE REQUIRED TMA REQUIREMENT SEE NOTE 8 ILLUMINATED FLASHING AMBER (CAUTION MODE) SEE NOTE 7 TYPE B OR C SEE NOTE 6 CHANNELIZING DEVICES SPACING SEE NOTE 6 E NOTE 2 RIGHT W21-SaR ClaSED "' - SEE NOTE 1 E NOTE 2 ® W21-SbR E NOTE 2 W20.1 T Cx A 300� opU� q�o02 F� �c !�r � y�A- O W20-7 SIGN SUBJECT PROPERTY, TYp. Lane Closure on a Tiro -Lane Roada•av Using Daggers (Figure TTC-23.1) \OTFS dance. 1. Sign spacing distance should be 350'400' where the posted speed limit is 45 mph or less, and 501 where rho posted speed limit is greater than 45 mph. 2. Care should be exercised when establishing the limits of the work _one to insure maximum possible sight distance in advance of the flagger station and transition, based on the posted speed limit and at least equal to or greater than the values in Table 6H--3. General(v speaking, motorists should hmre a clear line ofstgh{from the graphic jlagger.t7nbol sigh to the flogger. ion: 3. °here RiPllt-of-Wav or eeometnc conditions prevent the use of 48" S 48" signs. 36" x 36" sims may be used. adard: 4. Flagging stations shall be located far enough in advance of the work space to permit approaching traffic to reduce speed and/or stop before passing the work space and allow sufficient distance for o Q u g traffic in left lane to return to the tight lane befog reaching opposing traffic (see Table 6H-3 on Page 6H-5). 5. All flaggers shall be state certified and have their certification card in their possession when performing flagging dudes (see Section 6E.01. QualiScarions for Flazgei s). 6. Cone spacing shall be based on the posted speed and the values in Table 6H4 on Page 61 A shadow vehicle with at least one high intensity amber rotating. flashing, or' oscillating light shall be parked 80'-120' in advance of the first stork crew. ion: 8. A supplemental flag= may be required in this area to give advance warning of the operation ahead by slowing approaching traffic prior to reaching the flagger station or opened Traffic dance 9. If the queue of irifffic reaches the BE PREPARED TO STOP (TV34) sign then The sigru, and if used the portable twnpormy rwtblestrtps 6102X jt, should be readjusted at greater distances. 10- IT'hen a highway -mil crossing exists within or upstream of the transition area and it is anticipated that queues resulting from the lane closure might extend through life highKmvail grade crossing the temporary traftc control -one should be extended so that the transition area precedes the highway -rail crossing (see Figure =-56 for additional information on htghw)m=mil crossings). adard: 11. At night, flogger stations shall be illuminated, except in emergencies (see Section 6E.08). ion. 12. Cones may be eliminated wfien using a pilot vehicle operation or when the total roachvav width is 20 feet or less- 13. For low-voilmle situations with short work zones on straight road%ays where the flagger is visible to 14. When approved for use, three portable remporary rumble (PTRS) snips shall be installed acr the entire travel lane adjacent to the BE PREPARED TO STOP (W'34) sign. The ports temporary rumble scrips shall be monitored and adjusted as necessary during the work s ensue proper placement on the roadway. When the PTRS are installed, the RUN BLE S AHEAD (W'?C> \ ?6) sign shall also be utilized. Posted Speed 0-35 mpb Sri-__: m1h PTRS S acino IC enter to C enter) 5 Feet S Fect I: Reridul-4'N01S Q � 0 p •Zp Qw �O �Q PV Uay�O �A EXISTING GOODLOE LN STATE ROUT"! (30'PRESCRIPTIVE E S GOODLOE L E SINGLE LANE CLOSURE ALONG GOODLOE LANE REQUIRED FOR MILLING & OVERLAY WHERE THE PROPOSED ROAD CONNECTS T) INTO EXISTING PAVEMENT I-W20-7 SIGN I O � 1 � i \ 1 .w Lane Closure on a Two -Lane Roadway Using Flaggers (Figure TTC=23.1) 6*, �T dols 0 ��-.a�� _ G20-2 (V) 03w,1384'30 ` o a 500 E min 1m 1 a 0 e w-1DO, NOLLtl1S 2f309Vlj O • 9-SEE NOTE SHADOW VEHICLE REQUIRED 0 SEE NOTE 4 O a 0 50'-1W o FLAGGER STATION oe, SEE NOTE 2 + 0i r j PORTABLE -I TEMPORARY RUMBLE STRIPS SEE NOTE 14 (OPTIONAL) 1: Revision 1-41L'2015 I l t "END ROAD WORK" SIGN (G20-2) . W20-7 W3-4 SEE NOTE 9 W20-V28'R SEE NOTE 14 w2o-4 ® tN20-1 "BE PREPARED TO STOP" SIGN (W3-4) Table ii Taper Length (L) Posted Speed Width of Offset (Feet) Limit (mph) 9 10 11 12 Remarks _ 25 95 105 115 125 L-_ S2W/60 30 135 150 165 180 1. 35 185 205 225 245 " 40 240 270 295 320 " 45 405 450 495 540 L=SW 50 450 500 550 600 " 55 495 550 605 660 " 60 540 600 660 720 65 585 650 715 780 " 70 630 700 770 840 " Limited Access Highway merging taper length (L) shall be 1000 feet regardless of the posted speed. SW=L is desired for the shifting taper length with'/2L being the minimum. Table 611-3. Length of the Longitudinal Buffer Spacet Posted Speed Limit (mph) Distance (Feet) <20 115-120 25 155 - 165' 30 200 - 210 35 250 - 260 40 305 - 325' 45 360 - 380 50 425 - 445 55 500 - 530' 60 570 - 600' 65 645 - 675 70 730 - 760 1: Revision 1-41112015 LEFT SHOULDER CLOSED AHEAD" SIGN (W21-5BL) "ONE LANE ROAD / PROPOSE AHEAD" SIGN (W20-4) VDOT R/W DEDICATION / E f o f E / h O �tr �A Q O O f E f �j iQ Of E f Q � f E E E f f _f E E E E �t 9 f E E E f f f f E `ltr O (�Of E f F f E f E f f f f lE f / `2 O E E E E E E f fl f E E ROAD WORKAHEAD" SIGN (W20-1) E f E E E E O E f f f E E f f f f E E E\ f f f E f E f Of 04 f E f E E E E E f f E E E\ E f f f E f f P f O E f f E E E f E E E O E E E f E E E •\f f f f O QE O f f E E E f f f f f E f E E �• f E E f E f f E E f E E E E f. E E E Q OE E f E o E GRAPHIC SCALE O 0 60 0 40 80 160 P E E O Of f 0 ( IN FEET ) O f 1 inch = 80 it O f 320 ;COTT /R. Cit'LLIN' Lic. No. 035791 11/15/22 G Z O =) U O co U w i O (D ZQ O_ d co (, 10W cn a (n 'aar�U O LU inZ p Z O O. Ln Z w in3 W un Q J _u Z� 0 0 Lk O� N z N J N N > O Z LL J z J 1 Q > z O v LI.-I ° Q > c _ LL O U � w Y z Iw- LU a LU LU in - W ct� I- w U Q' Zz � 0 IJF-- U LU O J Q V 0� O N U d W JOB NO. 222207 SCALE 1 rr=80' SHEET NO. 18 i