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Home My WebLink AboutSUB202200140 Plan - Approved 2023-03-27STOCKTON CREEK SUBDIVISION 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 (08.5504, PG.614) - 11.03 ACRES 6. 06900-00-00-019JO (DB.5504, PG.614) - &92 ACRES 7. 06900-00-00-050BO (DB.5504, PG.614) - 8.73 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, TMP 69-19F, & TMP 69-50B ALL HAVE (2) DEVELOPMENT RIGHTS AND MAY BE FURTHER SUBDIVIDED. TMP 69-19H AND IMP 69-19J BOTH HAVE (4) DEVELOPMENT RIGHTS AND MAY BE FURTHER SUBDIVIDED. IMP 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 EXIS77NG 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 EXISTING 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. INFORMA77ON 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) EXIS77NG 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 INVES77GAT70N OF THE SITE. STREAM BUFFERS: THE STREAM BUFFERS SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PROTECTION ORDINANCE. SEE SHEET 2 FOR THE LOCATION 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 SECT70N 32.7.9 OF THE COUNTY CODE AND IN ACCORDANCE WITH CHAPTER 14. BUILDING SITES: EACH PARCEL CONTAINS A BUILDING SITE THAT COMPLIES WITH SECTION 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 W17H THIS PLAN NOTES 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 KITH PRIVATE TRASH SERVICE FOR PICKUP. 4) THIS PROPERTY IS NOT LOCATED WITHIN A DAM INUNDATION ZONE. 5) RETAINING WALLS GREATER THAN 3' IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4' IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN. WALLS CROSSING LOT LINES REQUIRE AN EASEMENT. 6) ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECT70N PERFORMED BY THE BUILDING DEPARTMENT CONSTRUCTION FIRE PREVENTION NOTES: i. 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. ROAD PLAN SUB2022-00140 WHITEHALL DISTRICT ALBEMARLE COUNTY, VIRGINIA / / / / / LOT \ \ 2.70 ACRES \ SHE LAYOUT SIC�4: 1" = 160' F4 LOT 13 4.49 ACRES / • . / LOT 12 2.40 ACRES \ \ / 0 LOT 10 2.22 ACRES LOT 14 \o �o \• 3.90 ACRES / O \ LOT 11 2.74 ACRES Q 4�y \ LOT IS 2.39 ACRES _ ` �• G� / 1.90ACRESLOT 16 00 \ 2.26 ACRES \ 0 0 % LOT 22 2.49 ACRES/ // II A\// / o`>'-`-`-A / o LOT / I �' 6.19ACRES 2.ACRES / " LOT 21 3.10ACRES / LOT20 3.46 ACRESLOT 18 2.09 ACRESLOT 3B 2.49 ACRES LOT 19 L _ I 3.44 ACRES \� / IMPERVIOUS AREAS (WITHIN LOD): PROPOSED ROADWAY 50,089 SF PROPOSED DRIVEWAYS 42,996 SF PROPOSED RESIDENCES 3I,200 SF PROPOSED SIDEWALKS 0 SF TOTAL 124,285 SF OVERALL ACREAGES TOTAL ACRES OF LOTS 46.76 AC 94.97 ( ) TOTAL ACRES OF OPEN SPACE.' 0.00 AC (JO.39) TOTAL ACRES OF ROW: 2.51 AC (5.19) ISO CALCULAT70NS/NEEDED FIRE FLOW THE MAXIMUM REQUIRED FIRE FLOW FOR RESIDENTIAL STRUCTURE IS 1,000 GPM. AVAILABLE WATER SOURCE FOR NEEDED FIRE FLOW: STOCKTON CREEK IS AN AVAILABLE WATER SOURCE TO PROVIDE NEEDED FIRE FLOW FOR THE DEVELOPMENT. 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) 2„) 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. SUBJECT SITE Brookville Manoap H OFG O GZ SCOTT R. LINS2, U Lic. No. 0357911n °p 03/21/23 w� Brooksville Manor 1 _ Blue Rid SSroNAL E�� VICINITY MAP SCALE: 1" = 2000' LEGEND O EXIS77NG CULVERT O CULVERT Q DROP INLET & STRUCTURE NO. CURB r� CURB & GUTTER 0 PROPOSED PAVEMENT EC-3A DITCH DEPTH OF EC-3A DITCH EC-2 DITCH DEP774 OF EC-2 DITCH Greenway EARTH DITCH DRIVEWAY CULVERT BENCH MARK CLEARING LIMITS T zoo EXIS77NG CONTOUR 200 PROPOSED CONTOUR 240.55 WOT STANDARD STOP SIGN PROPOSED SPOT ELEVATION 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 APPROVED by the Albemarle County Communittyy Develo ment Department Date 3127/2023 I �I �.y�1:i�IlYYllIli Call♦ 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. j U o U A W F O a o Z Z O 1= � W C7 z O s a (1) F- LU F rrw�LU � Vl Z o a U)/ \ I Lnn > WU) a a J li < F W z F- 0 Ln O w W \ \ \ \ \ r4 QC 00 rq cq o w CV O M CV W CV in Ll_I J J U) Q Q 0 I 0 t-� I� 00 (!) LU LU U 0 0 ��/� V/ LU LU 222207 SCALE 1 2.53' \\�� , A A \ / \V V A v� v TH 0 6L STUART TAYL 6 \ T. M.69-6C \� LOT OR SMACK S70'00'00" E GIBBON EVERETT E JR D.B.5246 521 C9 C 1 0 v� �� / �y v A V v v v O 25 �0' FIELDS / V A v v A� v vA \ �SCOTT R. LINS � -- 1.07 ACRES - \ \ \ \ \ \ \ \ D.B.3415-704,707 PLAT G�% -- _ \ \ \ -- - ��i O Lic. 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WELL � \ v I I _ LOT1 IF 1 AREA v� o� \ i� �'1' �' 11�1i ioo'WPOSTREAM °o _ J -\V A VAS P v / IF � J / FRANK DONLEY & / \ TO BE REMOVED (TYP.) / LL - \\ VA AV A ��v� _j CARLA DONLEY L ��' f� o A \ 4 cRirlca� �� BUFFER 6 pO v r D.6.338d 82, ". - _ sPOp!� o ° / N83•j3o 1\ \ \ \ \ \ \ F 50`01" 73' \ p \ \ % / z W 0 A \ N6T A pp V \ o / \ .01 85 & 86 PLAT / 62 0' A \ l \V A A \ IS E 427. A A 4 �- \ \ �� \� V�\ \ o �, 1 S19'30'S9' E W Q / IS _ v A V A V 33.99' Y 238.34' IS - - A \ V A\ \ AF%FCL\ Vm V A \ V A \ 00, \ ISM' �� `� �\ \ Is� \ H 0) / -ems \ _ SE N04'26'19"W S8� t ��.0g6� / / / / A V A \ V AA\ VA \ \ �\ T� DRAIIVFIEL 9 / / / / ; POLE 0' A AVA \ \ IF D OVERHEAD is i/ \ / � O �33000„ AR A^, UTILITY o / v- v 245.2 2 / l \ v. �, �� 1 S), c �, / / �/ / ' -� / �, 1 1 �,� LINES 0 Q - / /� / // A 'SEPTIC .; ES - \ \ - _ DR AREA LD \ / �i// / V - ,� / / �/ j; �' EX. 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NO3'34'29' W 4.56 ACRES / C \ ' , P LE i 1= " : FOUN 2.24.63' D.B.5504, PG.614 - / o v A - - _ / �h'i / REVISED°' / Q (� `- - - REVSESEPTIC 6D OT2 /= �� DRAINFIELD i• '+.� 8.73ACRES \,/ Q�� \\ \�v % --.., . - v v - AREA 2Y� >1 V \ 7.70 ACRES \ , U 'ice/ / / - �� _ v VDH / 61. D A w MONUMENT �_� - v \ --' / - .' 3 �� LE;o �v /ice . �. FOUND - - / / i i i �I I �� o \ \�O r �i ' Ub -- IS / - \v �8 / / / // V / �8�36,, A VAv Av� � SLOPES �� I \\\ �\ v� \VA CD - - - —_ � v 8Q v � / \ i i 2 � � CRITICAL - _ CRITICAL SLOPES - -- S v / l / / G � 2. �Co - _ - - - / - - -_ - - \ 8 - --- - 1 \ I FREE - - 1 i N68fiT2.1 __ � � � �-,,,_ 45 , � a�° i / _ � � R ��M 69 50 \ ---- 8 - -- /�/ 20.00/ MONDUMENT MJOANNTF U I v 144.2 / �� A 1 om \ / - - — ---- — — _ - - \ - FOUND 7,729 ACRES H\ u VD' ' -------�� T.M.69-19A7 _ MONUMENT - ��_ STAT �� - - _ /i z JUST, JOSEPH scoTT & - FOUND - �� CRITzE ROUTE 15 CRITICAL -- — \ - VDH c \. GRAPHIC SCALE \ JOB NO. CASEY RRUST ��API RS SHOP 1 I — \ \ \ i - --- - - - _ ABI ROAD - - MONUMENT- \ 222207 - i --- 21ACRES -� --- E WIDTfI W - --- FOUND 80 0 40 80 160 320 D:B.473 R - _ _ - S43°00'47"W `- \ HWYP.B. '9 & 1 — _-- - — °5.17' \ \ \ sca�E 3-209 VDH -- _ - - r ' T RU 27MONUM1) \ \� I - -- \ \ 1 =8� OUNDENT 4 \ \ �_\ \ \ \ ( IN FEET ) - \ _ VDH MONUMENT �_ - \ \ \ L� VDH SHEET NO. — - •3 — �� \ 1 inch = 80 ft. — \ S7i �3'38"W FOUND / vA A MONUMENT _ 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 195729 125,764 14 169,680 106,236 15 104,292 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.69-61- \ 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 — _ o 0. .0 ioo YR FEMA LL � � � � MCCLANAHAN, DENISE PROPOSED VDOT \ \� FIELDS / FLOODPLAIN � ,� � tip \2.80 ACRES RIGHT-OF-WAY DEDICATION \ T.M.69-19G \ o \ REVISED LOT 6 \o STOCKTON CREEK LLC 2.63 ACRES / D.B.5504, PG.614 ° h \ LOT13 ° LL g ��" 4.49 ACRES r � �\ (90 \ O ° y° N SF 19 \ LOT 12 / r LOT 9 2.40 ACRES \sFTa \ o ?�0, c / 2.70 ACRES ti me e ° / m° LOT 10 A 8 / j h / 2.22 ACRES / 0 e\e Y SIGHT DISTANCE= 610' / I \ VERIFIED IN/THE FIELD / LOT 14 FT \ Nck� \ \ 3.90 ACRES 5�5 \ / ioo' WPO STREAM T.M.69-51H V A e A A BUFFER GATES, JAMES P OR o KERRY D \ LOT 11 \ A A / 0 2.148 ACRES 2.74 ACRES 0 T.M.69-6M 1 V A o y� REVISED LOT 7 ` / �� \ o �° E.C.ACKERMAN TRUST o rLL. D.B.4733-23 0 \0 yo D.B.4733-20 & 21 PLAT =3+° P CkT l / �Z7 D.B.4456-444 / 1"°0 �� N v D.B.3530-234 PLAT 1 4�_h 2ORF�cK�q l~ / 02y/ �° 33 a / b — 4/Mi a R,�F / �� LOT 15 �� r 'NO PARKING' SIGNS SHALL BE PLACED sz �GN "z \ s a e�� 2.39 ACRES y m ~� s' N PARKING' SIGNS SHALL BE PLACED i' �p �� O y9 ` EVERY 25o' ALONG ROADWAYS r/ LOT 23 O / \ x EVERY 25o' ALONG ROADWAYS 1.90ACRES °x 0P �� O , °° ��•O \ \ \ �� O \ °280IGHTDI N TA .° � as°sc0i� LOT 16 \ o / aSFR i +o—° �7X soF�o GPF� 2.25 ACRES \ O \ yo T. M.69-6G 1 LOT 1 / / -- �? / m NT FTe `I 1.4 .14 °O iT�pR"co / o FRANK DONLEY& 4 \ACk i L��2GQ ° \ CARLA DONLEY / /6 D.B.3380-82, / roe / �� N 0 85 & 86 PLAT z \ \ O O LOT 22 / \ 0 2.49 ACRES / / I �O9 o� r �/ALL LOT 3A 2.07 ACRES 9s / "' / I I 14 5 LOT 17 oa 6.19 ACRES 14 69 / \ LOT 21 I 1 3.10 ACRES / LOT 20 40 1 I 3.46 ACRES \ 436 A T.M.69-19D REVISED LOT 3 STOCKTON CREEK LLC / \ 4.56 ACRES \ \ D.B.5504, PG.614 I \ LOT 18 LOT 313 / 'f O PARKING' SIGNS SHALL BE PLACED \ 2.05 ACRES 2.49 ACRES / I I EVERY 25o' ALONG ROADWAYS I i LOT 19 / ---3.44 ACRES 2S6.21' 75 SET CK(TYP) I ,� 425'�`4 - - - �- -- — — .ro --- ---- 362.o4, � � T.M.69-50 FREEMAN, ARTHUR H OR JOANN F 47.729 ACRES T.M.69-19A7 JUST, JOSEPH SCOTT & _ GRAPHIC SCALE CASEY RJUST 21 ACRES so 0 40 60 160 ( IN FEET ) 1 inch - 80 ft. Lic. No. 035791,E 12/29/22 ��'SIONAL E�Ol� G_ o o V ,A w F O Y/ ZZa> o L w on 0 a cn O Lu m Z p Z o a ~ O > > W) z g W m En o Q J ceQ w Z = O Ln O w H n ll1 M 01 N CD 4l 0 �e 4- z Cn M ® ch O) N T.M.69-51 co GRAVES HOME LLC z 26.988 ACRES Q � W p J N N > o z Lu z J � Q w O i--' I--,~^ O V 1 LU H-4 O � Q z Q J W U ::D Lu (1)Y > Lu �z O Lu ulD Lu Cf) cl� U w z O ® C jF-- U Lu O Q U) O 0C:) N u w � w x JOB NO. 222207 SCALE 1 "=80' SHEET NO. 3 T.M.69-6G T.M.69-6M I REVISED LOT 7 RESIDENTIAL I GRIO NORTH � VA-S SPc LOT 1 -- FRANK DONLEY & \ E.C.ACKERMAN TRUST DRIVEWAY CARLA DONLEY D.B.4733-23 LN GRAPHIC SCALE GOODLOE I ___ 50 0 25 50 ,00 z� D. B.3380-82, \ D. B.4733-20 & 21 PLAT STATE ROUTE 803 - - - - - - - - - - - - - - - \ 85 & 86 PLAT D.B.4456-444 -- _ iy8o' TO ROUTE — — — — — — — — — — — — — — — — — - - - - - - - - goo'TOROUTE 30'PRESCRIPTI�/E EASEMENT _ _ _ _ - 340_06' �\ — _ — \, D. B.3530-234 PLAT 151, 'S� - - - - - - - - - - - - - I inch = 50 ft. GOODLOE LANE � IN FEET \ VDOT STD. WP-z _ _ _ _ _ _ — — — — — — GHT DISTANCE_ _ — — — MILL/OVERLAY ------------ \\\(1 ---- \ \ ------ ------ -- - — — — — — o - - - ----- 4S8.0 - - -_ PROPOSED 61o' SIGHT DISTANCE. SEE SHEET FOR 61d HT DISTANCE- _ _ - - - - --- 2O2 79' so EIP E/P FULL ALIGNMENT. SIGHT `\ - - - - DISTANCE HAS BEEN VERIFIED TYP-) T. M.69-6 L - - - - - Rl-1 STD. IN THE FIELD 75 SETBACK ( LOT 6 Ri-i STOP / \ _ VAR. WIDTH STREET -- SIGN / --- \ I I PROPOSED 61o' SIGHT SIGHT SIGN d / -- \ \ STUART TAYLOR SMACK I I DISTANCE. SEE SHEET 3 FOR DISTANCE Elp EIp - _ \ I D. B.5246-521 FULL ALIGNMENT. SIGHT EASEMENT °o DISTANCEASEEN VERIFIED -- - — \ I (p D.B.3415-704,707 PLATVERIFIEDK (TYP.) SETBAC_ -----, NO PARKING - I THE F LD 75 � — _-- FIRE LANE) \ O / A — V o SIGNS (TYP.) \ / LOT 9 / \ \ 0� 2.98 ACRES I SPEED MIT LOT 23 � 1 — 00 z 2.02 ACRES — I �0 PROPOSED DRAINFIELD PROPOSED ASPHALT a 1�0 �i.. PROPOSED \ ROADWAY, SEE \ DRAINFIELD N \ / DETAILSHEETg \ T.M.69-19G 0 W I J 0 LOT3A \ O �� — --- I REVISED LOT 6 �\ \ 2.07ACRES �\ I \ — - ---- _ STOCKTON CREEK LLC \ \ \ \ \ 404 57' 2.63 ACRES D.B.5504, PG.614 I \ \ IJ F-- — — 6'SHOULDER (TYP.) \ T.M.69-19D ---- — - ' — REVISED LOT 3 o I v STOCKTON CREEK LLC 4.56 ACRES 0, 337•03 1 % -� �o v D.B.5504, PG.614 - __ — — �� LOT10 ! �� < vA T.M.69-6C �\ / / O zo' WIDE 2.20 ACRES Q T < < \ `GIBBON EVERETT E JR p SCOTT /R. Cffi.LINS'z Lic. No. 035791,a po 12/29/22�� Zz �� F a 0 ; v F w m O i ¢ c 1.1 w o C z t z o < F�1 O U, L \ > CO W U) Q L L E w o / 0 -I (TYP.) N / — CK DRAINFIELD 0 7 1O O � $ DRIVEWAY / \ �- SIDE SETBA = O v ao 2l F F FIELDS -- \ ✓ / \ N m O a' � 54 53' �i < < < \ \ < \ / � o o z EIP-E/p F 1.07 ACRES _ \ �C:m -- - (e \< F < Fvv v f 35 REAR YARD SETBACK—TYP—.)—I < ( < F \F F F \ C J Z PROPOSED z m DRAINFIELD ® F < < <\ < F . vvF `v (co 3 \ j / e °o / f- < E < E E E \ E \ \ z \ Z F < < < F. F Fvv v N Q �� O J i / I 6' SHOULDER, / LOT 12 (TYP.) / / 2.41ACRES / I < < F < F �I — — \ < F < F < < uj LOT 22 v_ �/ V I < < < F F F�V vv i O 2.49 ACRES / A < < < < F < < t e < \< LL w I < < < < F F F J 21Z �2 w \ S _ 1 F F F 00�-' -- -- A < e e < F F F �F F F < i Z �� PROPOSE U o W < F < < < �� U)Z / / \ \` - - -- --- ---- s'RI DRAINFIELD cn I o W 0 Q L9 296 98' ..NO PARKING - � � � � j � I � F F E F < < F� � � < < 0 I --I \ \ \ t FIRE LANE) \ \ f7l \ \ - --- SIGNS 000wA -I 10 LOT13 F < < < < F a F < J I --I cv < O A 5.05 ACRES F \ �, < � \ PROPOSED \ -- - --- -- n e < < < < e F� < 2 DRAINFIELD \ 25' SIDE SETBACK (TYP.) — — — w \ w 4 VAR. WIDTH PROPOSED —�_\ �� , I� I� F F F F F a F F �—" ��• / U °�' I SIGHT DRAINFIELD l�, W + w < F < < < < �F < < (� \ EASEMENT \ p�z DISTANCE I < < < < < F F <I W Y LOT 11 N I m ��w F F e < i e \ �Lu � \ 2.73 ACRES N m zo' WIDE F F W// O• 1 I DRIVEWAY \ E < < E <- E < LL I D \ F F F I F e �. F LOT 21 — z ul \ zo' WIDE , D y new 0 F E F F p E E E E 3.10 ACRES DRIVEWAY (1 \ O/ W Z Lu _ s (TYP.) -0 Z elf - �f � O \ < F F F F� V O \ E E E z E E E o o I� it V i o N --L G - +-•-- - o a 8C `9\ \V PROPOSED _ _ << F III I z n— CN� LLJ O VDOT FIRE LANE DR=E56-1-8 STD. GR-z SIGNS (TYP.) GUARDRAIL F ONT SETBACK NO PARKING -�93 69 Fj9 0�, FIRE LANE) 1]LSIGNS (TYP.) < C -VDO O G23+00 E <- 0 STD. I I z'— LOT 20 GUARDRAIL\ o so6<- -0 3.47 ACRES STREET SI HT < � f SIGN U) o� 2 6 p — e < e F F F E I O 200.81 — F E F71 PROPOSED / / i68 i3' _ DRAINFIELD \ / v STOP — -- — � oo�___ F <� F < E F E II w I o VDOT STD. Ri-i 2 FR NT SETBACK II \ lLn PROPOSED = \ \ E JOB NO. iw PROPOSED � F F < < < F fTl z. I \ DRAINFIELD i — _ _ Z 222207 DRAINFIELD 6' SHOULDER, / F <� F F F SCALE < � �� \ / 2":2'(TYP.) �� I A F� F < # Z rr-Jr�r / MATCF{LI(�JE -SEE SHEET 5 F z F F < T. / o VDOT m a MCCLA SHEET No. p� L / STD. GR-z F E E -� < 0 4 a ll 0 kX% E E E 1 r 176.24' �° a 5 mac]. FIRE LANE) E E IF C ;:u s __- VDO SIGNS (TYP.) E E E E I E < I A a _ am R m z3+oo g STD. GR-z o m o- E E E E E E LOT 20 GUARDRAIL o, zo+oo / n+oo 2— N �— — L— �- � E r E 6 I E 3.47 ACRES STREET 280' SIGHT DISTANCE sod A 8P ° / a J _ F E E E F Ul SIGN c� 18o i E F� EE O o 200.g �>PROPOSED STOP SIGN 0 DRAINFIELD VDOT STD. Ri-i 2'FR NT SET0m - --- IK: PROPOSED PROPOSED < m DRAINFIELD DRAINFIELD 6' SHOULDER, (TYP.) EF E E �/ M�TCHLINE- SEE SHEET4 T.P VDOT o i E E < E �F STD. GR-z ®E �E E E E j E E E �E MCCLA GUARDRAILS / X E E �n E E� SI E I 2. ,A� o' Fia c� a"oM I E/a N �E E E E n rn c� /PROPOSED v, r a co /DRAINFIELD U SHOULDER, N E E E E E E E i"a' (TYP.) Cb (/) LOT 16 w mFj o f E E E E E o � 2.25 ACRES 1� E E E E E _ i o �n E �E / I — "NO PARKING - I F F E E E E e / zo' WIDE FIRE LANE) E E E E E< / DRIVEWAY ��°j O SIGNS (TYP.) °°°Mma LOT 14 (TYP.) i o n o 3.95 ACRES E E E E E E E� E E E E� 0 Ln N \\� / E E E E E E T. M.69-50C1 FLEISHER, MITCHELL A & LAURA L FLEISHER 55.514 ACRES m r zh 0 E E E E E < !-Irl l I o N E E E E E e \ NO PARKING - LOT 15 b / on � r) FIRE LANE) 2.40 ACRES E E E E E E o G] 0 SIGNS (TYP.) WPO STREAM = �� o soo o E BUFFER OF d vJ N .�0 E E E E E E I � a / A N � ®E Os LOT 19 ---- 3.43 ACRES / / So - e►' E E -- _ � Av �o 4 �— _ � E e < E E e ;, 35' REgR — YARD — E E, E - _ E E O� i \ � /VAR. WIDTH PRIVATE / / \ ' 157.6y' SETBgEK (TYP.) \ / STORMWA ER ---- E E E MANAGE NT / --- ----- _ X 55.i FACILITY E SEMENT / PR'OPOSED I DRAINFIELD - — - _ 88042 ®� E E / - -- — ----- / PROPOSED // — _ _ _ 0® DRAINFIELDo-< E E R0PO/ED / I I / /0 <- E E / DRAINFIELD / I I / /® /0 � I °°"moaa I I neom000 �/ 6 E E/ E Ej �E E E E LOT 18 2 E �, E j 2.05 ACRES I I VAR. WIDTH A I W LOT 17 /PE STORMWATER a` 6.19 ACRES Q MANAGEMENT I (y E E 4 E ACCESS EASEMENT I 0/E <- E / \ O I I 0� E E E E OBE E .E IO /E E I ® ® < \ I I ®/ T.M.69-51H \ I I 0 < E/ E E �. ,E GATES, JAMES P OR O E /E E E o= KERRY D 0< E E E 2.148 ACRES "o I 0 E E E ¢¢[[ E 0 E - OE < A0 CO 1� d <- IAZ 'c) q�' - 0 E E/ "0 0 E E E < GRID NORTH VA—S SPC 43600 9' �VgR��e E < < / Ea T.M.69-51 E E GRAVES HOME LLC ywYpB 4�3 �iOTy / E/ 26.988 ACRES T.M.69-50 3�2�`380 &R/�ilj GRAPHIC SCALE FREEMAN ARTHUR H OR 2 & J OA N N F 2� 50 a 25 50 00 2� 47.729 ACRES `3) ( IN FEET ) 1 inch = 50 ft. iCOTT /R. C7,�-LLINS' Lic. No. 0357911a 12/29/22 �&IONAL V: Gm /A v, ZZa>C o a o v W J mz J o F U c p 0 L C (n C O u ^ K w Q W ` cl� C o z o z o o U) > � z 5 Wm c a ` J Q Z F [Y 2 F F— O ,n 0 N N N N N N N N W QQ W N N o Lu z � ti co c� rn N d' z W Q N W N o > p z w J z z w OLU F— Q Fi Z< 0 } = co a W Y � Lu H W Lu ul U) al� I.- U z Lu w z 0 — U J F- U L L] O J If Q U' 0 0C:) N u F— w w W lLn a JOB NO. 222207 SCALE SHEET NO. 5 VDH MONUMENT FOUND VDH MONUMENT FOUND f T. M.69-6 M REVISED LOT 7 E.C.ACKERMAN TRUST D. B.4733-23 D.B.4733-20 & 21 PLAT D. B.4456-444 D.B.3530-234 PLAT T. M.69-6G LOT 1 FRANK DONLEY & CARLA DONLEY D.B.3380-82, 85 & 86 PLAT T. M.69-6 L LOT 6 STUART TAYLOR SMACK D. B.5246-521 D.B.3415-704,707 PLAT T.M.69-6C GIBSON, EVERETT E JR FIELDS \ 1.07 ACRES --- `- -- \ ------------ ------------- -------- ------ lz 4 ----- i - - ti° r LL LL IS (3 0 T.M.6919G ARFST T.M.69-51B REVISED LOT 6 \ MCCLANAHAN DENISE STOCKTON CREEK LLC \ \ CSLIOP SL \ \ O TU /OTj� `50 FIELDS 2.63 ACRES \ \ LL 2.80 ACRES D.B.5504, PG.614 v �,kFFgs FNT) IS �ioo YEAR FEEMA FLOODPLAIW4 9'0 e ' , I / v v v v v LOT � / I °`ems, � / W `•� � . 5.05,ACRES °,"°' \ \ LL e e /\,., e LL LL • � LL 6 9z \ e LOT 12e 2.41AC\RES -v9z2 LOT 9 920 �- -�/----- -- ---_-/z0�2.98ACRES o \ 920 APPROXIMATE R IMA�M9i5 CSCRE \ '\ - A / ! -- --� \ ` \ O\\ ->�� I / i n C HEAD LOT 10 - -'910 910U I ILITY` 2.20ACRES - v v v �V / v �4 V� // I /. / LINE - - \ H SV V A a ¢ 90 v v v ��o A\ �• VDH MONUMENT IsOT14 �� -- bf ✓,/ �-�-� yam- \ \ \ / _\\- - 1`\ \ \�� , � °a � `� \ "� FOUND \ 3.95AGRE.�i CRITICAL 1r'' A/ A�� SLOPES TES,JA5ES I k -- —V 930-- / i' A \ V 0 �� '� \ \ \ �00 V A v A � /\�V ' / V v v I v / m � zJ`. �' t•V , .-!� TES JAM ES P OR �A KERRY D / T 9 \ 2.148 ACRES SLOPES�.�3,,4C\RES/� A A v o° 41 No 10 o r\940 \ / - \� \ i/'\94z- 17 zau� ... 6 \ ZSMP�y PU@� RFF F '; `: ,. \ \ � \ 0 .. \ J \ \ /\ � O\ � � \ 0c), LOT 15ioo FOOT W PO o ° � z\ � q _ f STREAM BUFFER) o \ \ \ �i S 'A LOT 23i / _ °\ -51 2.40 ACRES / 0� T.M.69O 1 GRAVES HOME LLC % / 2 02 ACRES v � v \V A �/ 10 se v / / r �, \ �� << ��A 26.988 ACRES o \ � NEW VARIABLE WIDTH / \ Oo �/J \ �� aa9° °o �� $ m \ .\ / 94 / /5 o \ / 6� e S pT IC �� A V / O 884 b — / q \ I / PUBLIC DRAINAGE ESMT IS / A { ° •• LOT 16 v / r 2.25 ACES / A v� O l "p "Ik e y y IT E) ` \ \ , o o ° I \\ - O v / \ \ __9 0 / / LOT 22 1 NEW 30' PUBLIC 4 -\� _- / - / PROPOSED / // \ \a \"o \ �� / _ \ / \\ \\\ i DRAINAGE ESMT � � ° - / � v �� v A A \ \ p _ r � a.• A e / v IS - - - - - v �VDOT RIGHT-OF-WAY _t - - \\\ // / v v�� PROPOSED 50' VDOT RIGHT;OF-WAY o 7 v /9zo--- s_ �\ a \ v - _ oIS 1 v — — - -goo - -- m � n V 0v�\ 86� w \IAV OVERHEAD i /�o LOT3A _-932 - -- --- / / / _-y v - A A ' / v v UTILITY o - - 3 ' / // / v L' A\ \V \ 4 J v v� v A RES, LINES /✓ y -\ �__ / A \ / LOT 17 �' o� / 2.07 ACRES -- SUBJECT F_- 9 0 /� / / v / �o / 1 PROPERTY - - - / '- -� \ V Av A oo 6 19 C / / A - - _ \ \ j / \ \ v ) m TYP. ——�� zo ---- / / / / /y Offv 9t r - LOT 20 9 / \ / / / ,' - 3, 7 ACRES v k / // // o� /v - 36" RCP CULVERT � -/,, ,-�v s° v_ v �_____ SEE DESIGN SHEET II CRT' CAL �/ ` \ v vA V A V A\VA vvv �A SLOPES - �v \ T.M.69-19 �/ 7 / / / // v �� / REVISED LOT 3 / / _ / \ / / - � � � // / v � v I � � \ l 1 I A\� AVA VDH STOCKTON CREEK LLC / / SIT v / / ' /// j vvl �� / / �. // \\ \ V ) = ,� v v MONUMENT 4.56 ACRES / / v -_ �� _ , - /// / / / \ / ' �P LE ° , \ \ V `\ yA _ %" FOUND // \ D.B.5504,PG.614 v�v�//--r LOT18 v / / v - / / _7 - v / v LOT 36 / v v v / - _ _ / /i' / / / L v ---- - -' 890 8i�NEW zo' PUBLIC DRAINAGE SMT y y \ \ 2.05 ACRES / v-- 2.49ACRES �� v 90 _ / f/ LOT 19 3.43ACRES \//\ \\ /// / / //ii i P�@�N 0i IS --- /= / //.// / 866 \8�B CRITICAL SLOPES NEW 2 PUBLIC DRAINAGE / 111 — A \ \ �ag0 / I �. 864 VA \ 819. \ - � M ES T —862 vi ° TM.6950 v - __ - - \ "/ ou m a66 aa6� 864 -' ! /� -- - VDH FREEMAN, ARTHUR H OR -868 g6°_moo I S = "� _ - / MONUMENT JOANN F � =-- - /_- / � �•' m -° es4 \ � � FOUND 47.729 ACRES - 5a VDH UGH " MONUMENT T.M.69-19A7 - MONUMENT _ � STgTE —rttiITICAL — JUST, JOSEPH SCOTT & FOUND \ CRIT ROUTE 1 - 3 _� SLOPES = _ _ =-- VDH GRAPHIC SCALE FOUND CASEY R JUST -- (VARZERS SHOP RO51 - -- - - - _ _ MONUMENT - — 21 ACRES - \ HWYP.B 413 31p9H R/W - �- _ - - \ - - -_ _ \ FOUND \ eo o so ao so azo _ _ 8.3- & \ VDH 209 THRU \ 211) \ \ MONUMENT v v — VDH IN FEET ) \ \ \ FOUND �, / � MONUMENT _--_ `\ \ VDH \ \ / — FOUND 1 inch = 80 ft. POIJND v / A \I�(IONl1M,ENT � O SCOTT /R. CT,'�LLINSZ Lic. 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T T m a+ T T r m T / T / T T /m T a✓ r SVI ]Alidl?13S]�Jd,00 / /i ----- - T 4, 05L'l�'1S -- ------ _ - ;--- _ - - -- REVISIONS COLLINS ENGINEERING DATE REVISION DESCRIPTION 3o3a CIO �10 08/17/22 INITIAL SUBMISSION TO ALBEMARLE COUNTY 7�� F o 200 GARRETT STREET, SUITE K.-CHARLOTTESVI LLE, VA 22902-434.293.3719 13 11/15/22 REVISIONS TO THE ROAD PLANS ADDRESSING VDOT & COUNTY COMMENTS a N PROJECT 12/13/22 REVISIONS TO THE ROAD PLANS ADDRESSING VDOT COMMENTS N o N N 12/29/22 REVISIONS TO THE ROAD PLANS ADDRESSING COUNTY COMMENTS �� ' r m �� tia STOCKTON CREEK SUBDIVISION -ROAD PLAN z �I 11 > N z o m V °SHEET GRADING PLAN Tnese alons and associated documents are the exclusive aroserty of COLLINS ENGINEERING and mov not be reproduced In whole or In sort and shall not be used for onv Durance whatsoever, inclusive. but not limited to construction, bidding. and/or construction staklna without the express written consent of COLLINS ENGINEERING — �— — — / // / i // / /• o y 18CHDPE - - --- _ - — o „ 3 � \ \ \ \\ I C ICJ � — 8 s 4 c� vF ITH FD HDPE V A y\ \ 9 0 .68 � I � \ I I \ IF' Z \ LOT 20 - - T 7 I ➢ACRES ' / / / / / / / / _ �=o'o0 9� �o + i v�� , v �. - — G c�mm G� 3.4, \\ \ fTl SCOTT R. LINSIZ CD U Lic. No. 03579I � DRANAGEESMT ' i / 89� ---- — 7 — j 4 /� � v 0 12 29 22 w 9os / vv -� I O FT \ F � < I ' I IA off'.. \\� �` �Cc A�� EXISTING i 11+00' / \ I \ r/ V A A VEGETATION / / / / "- m MATCHLIN� - S'EE�HE T _ _- _ - < 90i / / / w �� z i' 441 1 v A / I I\/' < j F m OUTLET ' 00�,zZ w °-� DITCLII RIP AP Oo o u ,PROTECTION (L-30',W-UPTO, i�z c 874CONTOUR DEPTH=qP") 0 v z .•'/ / O 2 z o> O LU o Q e ?EXISTING ry' LU zvr Lu \\\ STREAM 10 0 OT 44 � w o2.25ACRES' Lu¢o -, F z O Q g 8µ.4i(/] 117 F — _ _ �' I > /w mO Q oLOT 14 W\A 0-0 ago 3.95 ACRE i wO / / U F / FI F li a 0 x =� o v V / �v /•�� / 1 — F/ 1 o o z ;r o �, .. EW 2Ln 5' PUBLIC DRAINAGE ESMT ' / V �_ \ / / /// �F / F F o w > -- / 2.40ACRES III' I / / /// // // �� Fi/ F ///F j� 5 -�� LOT / ou V tiCo \ ROPOSED 50' VDOT RIGHT-OF-WAY VDOT CLAI RI RAP OUTLET � / A PROTECTION ( i8") W2- 6 6z 06 �6 / EW 20' PUBLIC DRAINAGE ESMT i Wz-i8'' D �VDOT CL Al RIPRAP OUTLET _ PROTECTION (L=32'-EXTEND 8>0 0 X I � TO RISER Wi=6' W2=i5' `/, � O • 0 �8 8")DEPTH-—_ o N �Q3. ACRES LOT 19 cP — — \ -- \ l — — -- < </ E1 NEW VARIABLE DTH // / j� � . � / — F �i PRIVATE ST MWAT FE / _ — — — - - / E \ �L MANA ENT FACILITY // / / / / A i � / / VA \ V A \A < 8_u Ue SEA ENT / / / / /%� / A _ �� —79 �\ \ E04 Cprw o rn 6\ -- -- —®V' �86 CD � <-/ o= F F / A / 04 / ioo FOOT WPO v �� / � LOT 18 / I / I / �/� /' I STREAM BUFFER------, 2.05 ACRES NEW 12' SWM PRI LOT 17 / i - / /� � ACCESS EASEMENT 6.19ACRES/ �%- J 0/E > Z 0F i / / //�///�� U ®F/ Fr F of / / �// / / LLl i--I I / \ A 0 a\ / ice/ 0 1. - �® '------ i J U' CD / F e F F /!F �� W I Lu //7/// 0 < C ul u \ / / LU F9 — // ---®� ~ z O / ti �� I I s 1 O� 0 E E/ E E E a E C 17 'S W 0� Cis W_ 0 ORTH /A-S SD0 y RID NC ° Cn a proCD Q) / / O F i B tu �pe3�3,oTy R < F 0 2J2380 �� / GRAPHIC SCALE JOB NO. 1 C' / 50 0 25 so ioa 2ao 222207 SCALE ( IN FEET ) 1 inch = 50 ft. 1 "=50' SHEET NO. 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 REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 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 CFR 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 1. PRIOR TO ANY CONSTRUC77ON WITHIN ANY EXIS77NG PUBLIC RIGHT-OF-WAY, INCLUDING CONNEC7ON TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF 7RANSPORTA77ON (WOT). THIS PLAN AS DRAWN MAY NOT ACCURA7ELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONS7RUC77ON METHODS SHALL CONFORM TO CURRENT SPECIFICA77ONS AND STANDARDS OF WOT UNLESS 07HERWISE NOTED. J. EROSION AND SILTA77ON CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CON7ROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSMUCRON. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERMIZED, SEEDED, AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2.• 1 (HORIZONTAL: VER77CAL). WERE REASONABLY OBTAINABLE, LESSER SLOPES OF J.,1 OR BET7ER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZA770N MAT LINED DITCH MAY BE REQUIRED WHEN IN 7HE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CON7ROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES B. UNLESS 07HERIMSE NOTED, ALL CONCRE7E PIPE SHALL BE REINFORCED CONCRE7E PIPE -CLASS Ul. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLA7ION MUST COMPLY WITH OSHA STANDARDS FOR THE CONS77?UC710N INDUSTRY 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 VDOTA MINIMUM OF ONE WEEK PRIOR TO EACH OF THE ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION. viii. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL TESTING OF THE ROADS AT THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING ELIGIBLE FOR STATE MAINTENANCE. 2 " SM-9.5A SURFACE COURSE 1" BINDER INTERMEDIATE COURSE �08 0o ao 8" COMPACTED AGGREGATE BASE COURSE, VDOT �o �o 0o #21A o0 o OR DEPENDING ON UULTIMAITE TRAFFIC LIMITS \NOQ\�\/%%% AND UNDERDRAINS COMPACTED SUBGRADE ASPHALT PAVING - STOCKTON CREEK NO SCALE LANE 1' " SM-9.5A SURFACE COURSE 1" BINDER INTERMEDIATE COURSE 6" COMPACTED AGGREGATE g Poo�°o BASE COURSE, VDOT #21A off°° ° off° off° off° 0 0 o 00 00 0o g 00 00 0 OR 218 DEPENDING ON ULTIMATE TRAFFIC LIMITS AND UNDERDRAINS COMPACTED SUBGRADE ASPHALT PAVING - STOCKTON CREEK NO SCALE COURT 2" ASPHALT 6" COMPACTED AGGREGATE o°d ib oo i o4iZodY o°off o� o�°° off°° o�< BASE COURSE, VDOT #21Angoo�gnoon,00�gn�oo�gngoo OR¶A1TEDEPENDING NLIMITS AND UNDERDRAINS COMPACTED SUBGRADE ASPHALT PAVING - DRIVEWAYS NO SCALE PROPOSED 1" SM-9.5 OVERLAY EXISTING - PAVEMENT EX. STONE - SUBBASE ASPHALT PAVING - MILL/OVERLAY NO SCALE rnrn:=H:amnn PROP.. GROUND ,r DRAINAGE SEE PLAN SHEETS FOR LINING DESIGN O 40, 0 2.49ACRE5 ......... i 24p4CRE5 OOACq �4 AN pENk <OTIO ACRES EI $2>ACRES ...... . O 2.>4ACq I. UnRnlF4 10, l• • aMs yl,=� i . /i. CP 3.�40?kS o...., O 1 -1 P ^� O P�y�V \ 40, 1394CRE5 I to o . � e . 1'14CRE5 O I e OT2r ° 3.zpA �� RES o p , 3.4 AC20 RES 1 d o r^ 1° 1a 1. <OTI> 6 .19ACR� OtRE,R,NFgn �. " n py ACRES 2.05, zecReO 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 =15 VPD (io ENTER/ 5 EXIT) Table 4: Pavement Design (VDOT Pavement Design Glade) Pavement Design RF= 1.0 Location ADT HCV Design ADT CBR SSV Dr Surface h a Base b a Sub -base h a Dp StocktonCreckLane 142 5 192 5 5 8.68 SM-9.5 12 2.25 BM-25 0 2.15 21A 18 0.6 930 Stockton Creek Court 29 5 79 5 5 5.59 SM-9.5 11.5 12.25 BM-25 0 2.15 21A 16 0.6 6.98 12 GRASS TYPICAL ROAD SECTIONS NOTES: N TS 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% 8° COMPACTED 1" BINDER AGGREGATE BASE INTERMEDIATE COURSE COURSE TRAVELWAY 50' WIDE PUBLIC ROAD R/W STOCATON CREAK LAMA' - 50' WIDL' 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 �nm:�rdmnai. SEE PLAN SHEETS FOR UNING DESIGN 2% 25 MPH DESIGN SPEED, NO PARAINC ALLOWED CS- 4 RURAL LOCAL ROAD DESICN NOT TO SCALE 2% TRAVELWAY ASPHALT TOPCOAT 2% 6° COMPACTED 1" BINDER AGGREGATE BASE INTERMEDIATE COURSE COURSE TRAVELWAY 50' 'MDE PUBUC ROAD R/W STOCKTOYV CRL'LK COURT - 50 ' WIDA' PUBLIC ROAD 25 MPH DESIGN SPEED, NO PARlIINC ALLOWED CS- 4 RURAL LOCAL ROAD DESIGN NOT TO SCALE GRASS 2 DRAINAGE DITCH SEE PLAN SHEETS FOR LINING DESIGN SEE PLAN SHEETS FOR LINING DESIGN PROP. GROUND GROUND PROP. GROUND GROUND 20' Min. 40' Min. 20' Min. 50' Max. cwaa.9". uan(caul �- F SNewWk m o \ o s snrwway SAk". °a9 . cw.on 10' Max. 11' Min. EEpa Of YavN 1�L Eda aT"rNal P.i CG-12 Type A Req"d. Fm MiNmu,a R"apwey Wi01n 3"a TeGk YNb MMNlitla FIGURE B(1)-27 CLUSTER BOX TURNOUT- SHOULDER AND DITCH �f�CZ SCOTT R. LINS ;' Lic. No. 035791,E p 11/15/22 av�1 0 0 0 w O J 0 a Zz O LU w cc (7 z O a � ¢ (ran Ln o Lu in z O a o Lnn Ln M z m g LU WLn a I.b _1 I- 0 LIT z = O I- m a N W O O N W N > Zw J J LLJ L9 I— 0 z_J Q U W� LJ in zNw L L W T L U z Q Q 0 z 0 1-1 1-1 m LU U 0 — ` i 0 J Q UJ Q w 0 J z �L L1 V 222207 SCALE AS NOTED Q Project Stockton Creek Plan Sheet No. Designer LW Sheet 2 of 2 Culvert Rev. Date Date 11/15/22 STATION: AH W Controls HYDROLOGICAL DATA: 100 yr. Flood plain elev. DesignAHWdepth elev. Structures elev. freq. TWelev. Culvert#2 (STR-10 TO STR-8): DA=4.04 ac., Cw=0.40, Tc=12.0 min., 2-yearQ=6.30 - cfs, 10-year Q=8.56 cfs Shoulder = elev. 892.69 = CL elev. 892.89 DISCHARGES USED RISKASSESSMENT ADT Skew ° Cover Q 2 = 6.3 CFS Detours Available Length Q 10 = 8.56 CFS Overtopping Stage Q 100 = 12.12 CFS Flood Pla n Management Inv. EI. 889.4 So= 0.85% Inv. El. 889.00 Q = CFS Criteria and Significant Impact Ong. Gr. Elev. L= 46.62 Ong. Gr. Elev. Q = CFS HEADWATER COMPUTATIONS CONT. OUTLET INLET CONT. OUTLET CONTROL CULVERT TYPE & SIZE Q Q/B HW. ELEV. VELOCITY Tre t COMMENTS HW/D HW Ke do (dc+D)/2 ho H LSo HW C.M. Smooh Proposed l Y 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 EW-1 VDOTSTD. EW-1 Class II OuktProlection Proposed 15" HDPE Culvert (10 yr) 8.6 8.6 1.80 2.3 1 0.5 1.0 1.13 1.13 1.7 0.4 2.43 2.4 6.19 Design Flood Exceed. Prob. Elev. Overtop Flood Exceed. Prob. Elev. SUMMARY & RECOMMENDATIONS: Base Flood 1% Exceed. Prob. Elev. Structure Area CW t° (Acres) (Min.) 6 3.87 0.50 10.0 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 Cw it, Culvert (Acres) (Min.) CIO 0.09 0.65 6.0 C11 2.20 0.40 12.0 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 2.61 0.40 9.0 C21 2.30 0.40 9.0 C22 1.23 0.40 8.0 C23 1 0.04 1 0.55 1 6.0 NOTE: ALL HOUSES SHALL HAVE SPLASH BLOCKS AT THOUTLETS OF 0 _...�.. . w LL O� e LOT 13�� owe �- 5.05 ACRES`''�r.�� ` THEIR DOWNSPOUTS TO PREVENT EROSION, SEDIMENTATION OR " - _ 1*4�� LOT 12 z- - - - - - - ■ 1 FLOODING OF DOWN GRADIENT PROPERTIES. PLEASE SEE SHEET ii FORLOT 9 - - A DETAIL OF THE SPLASH BLOCK, OR EQUIVALENT. 2.98 ACRES I � - _} - \ \ ' 1* 1* . 2.41 ACRES 920_= ___ -_ -- a --920 ♦, _ • ■ �� WATERSHED SUMMARY FOR 36" RC : � ■ _--- z � a � PROPOSED P T PROXIMATE / 9z° .v � � LOCATION � STREAM v. ■ - - ♦ OVERHEAD f � LOT 10-- -910 v v \ • Cv3 • `. UTILITY Project Stockton Creek Plan Sheet No. Designer LW Sheet Culvert Rev. Date Date 8/15122 STATION: AH W Controls HYDROLOGICAL DATA: 100 yr. Flood plain elev. Design AHW depth elev. Structures elev. freq. TWelev Culvert#1 (STR-12 - STR-11): DA=35.91 ac., CN=59, Tc=24.2 min., 2-year Q=11.50 - cfs,10-year Q=44.09 cfs, 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 Flood Plain Management Inv. El. 873.92 So= 1.88% Inv. El. 869.31 Q = CFS Criteria and Significant Impact Orig. Gr. Elev. L= 245.75 Orig. Gr. Elev. Q = CFS HEADWATER COMPUTATIONS CONT. OUTLET INLET CONT. OUTLET CONTROL CULVERT TYPE &SIZE Q Q/B HW. ELEV. VELOCITY Treat COMMENTS HW/D HW Ke do (dc+D)/2 no H LSo HW C.M. Smooth 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 EW-1 VDOTSTD. EW-1 Class II oulletProtecfion Proposed 36" RCP Culvert (10 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 (100 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. Elev. SUMMARY &RECOMMENDATIONS: Base Flood 1 %Exceed. Prob. Elev. Area, 2-year Flow, 10-year Flow, 100-year Flow, CN ac. cfs cfs cfs to Culvert Crossing Stockton ff 59 35.91 11.50 44.09 115.56 Creek Lane ♦ - 9y0 ,20 ACRES - - - v v A • ♦ •� LINE) ' � � A' � OUTLET PROTECTION SIZING o0 TYPE LENGTH WIDTH DEPTH RIPRAP CHANNEL OUTFALL OF36"CULVERT VDOT CLASS II 30' UP TO 874' CONTOUR 42" 9\ O ' 14, 3.95 ACRE POLL \ CRITICAL \ \\ \ V� A `°o A V C12 �� • \ V ' A \ \ SLOPES \ VAA V�\ A A V V ♦� i - - i- -�� % V� ■ ♦ �� v T.M.69-51H 930_ V AV AA°� �� \v ��VV��v ■ �GATES, JAMES P OR KERRY D LOT 11 ♦ �� a 48 A s V A A A RITICAL . A Vim`. v� / 2 1 ACRES V 19 Cz3 A \ 9� ��- SLOPES ` \ v 2.73 ACRES ♦ .� \ REVISED D LOT 7 O^?��/v v \ V vv ♦ / / j _ O -- 2 E.C.ACKERMAN TRUST �� 2 ' m _ CIO \ 9° \ ♦ ` o \ o D.B.4733-23 p J Q ; o ;' �� \ \ - - ` \ \ \ - - -a° / D.6.4733 20 & 21 PLAT Q �O i8 ► ♦ \\ v \ �A� o D.B.4456-444 O Q o - .vim --.. \ v v - - • D.B.3530 234 PLAT �O�w��oo ,% �._..•- : • v� Cii °0 i °a Q o ♦ - 4. .� - --- a • oA a �� V _ �♦ ON y 80A \ \ V ♦ p >, o r \ 1 �o s 7 �- Mp �a F \'�6 ♦ ♦ tioFsi�CRiWk<q/y A ♦� ': T 0. LOT 15 1OoFOOTWPO 01 ■ sp 1 ♦��, % .� ' ♦, F I o-s STREAM BUFFER o LL\ C16 / 2.40 ACRES LOT 23 O i v io --------- ♦ ° 2.02 ACRES `.► s % 0 . ° ` 1 v o r? _- �; VDOT CL Al , � p D_s, C22 � ;, i °. `- l,� ��` A\ � `SO h.. $ SWALE (TYP.) �� - O _ I A .\ \ S s NoscaLE 29° �� _ J r GRASS LINED _ LOT 16 t o� T.M.69 6G SWALE . �� •+ '� �C), 6 w �4�♦ 1 � ' SCALE � � T s Czi 2.25 ACRES o 3 LOT "1 ■ �p a ♦ ° / FRANK DONLEY & �' \ ° - CARLA DONLEY '� V ♦i C2o ♦ �tiooeCp cnmcAL E" v ��..�.r F !i t�' D=i.g3' ♦ SLOPES "� 85 & 86 PLAT •� V cN CO • a , � 1 \� \ \ � _ - - - �� / �� LOT 22 � ■ SqF G 3\� 0 � 9p ° \ \ 940 ACRES ' ♦ F �' ♦ \ _ A ��p♦ � ■ - � � VDOT CL I ♦ IS - .49 ■ o 7 RIPRAP - / V 2.49 / ■ s SWALE ■ \ ° �� NOSCALE w 'LOT �OVERHEAD i°rIZILE -93� - -. ■ A UTILITY o ' 3A - - ---------- ' - - ' i O A i v LOT 17 LINES 0 2.07 ACRES - ° / / o=,- 3 ■ SUBJECT ---__ - / .� -� �� v� 6.19ACRES ° ' PROPERTY, _ - � - - - � / ; 3:r 3ti _ � _ .� ., C19 ,i ■ _ V A � , a TYP. 20 VDOT CL Al RIPRAP v-LOT 21 ♦♦ \ _ _ 9 / SWALE (TYP.) 3�1-0 ACRES.' _- S 3,47 � T 20 �, •. - - NO SOLE _ / --- °� 7 36 ACRES O __ _ "RCP CULVERT VDH � � � f - - - _ � -. / / / / �� / -� � � �� SEE DESIGN THIS SHEET CRITICAL MONUMENT \ _ - ------- / / // \ - SLOPES - A FOUND T.M.69-19 /I,/ _ REVISED LOT 3 1 STOCKTON CREEK LLC - _ // // o_,- 1 mm \ _ 4.56 ACRES Po // // / - - - / P LE o IS D.B.5504, PG.614 0OT 18LOT 313 ------ / v (TYP.) 89 g 2.49ACRES - - - - - - - �/ / �� VDOT CL Al i � _ \ \ 2. ACRES / � / ._ i � � � RIPRAP SWALE TYP. o / / , A / A Q NOSCALE LOT 19 4� 1 VDH 3.43ACRE5 MONUMENT FOUND _/ ---- /i �' / �I \\ LE=y / / `�__ / / lI / \ \ V CRITICAL `A / / / / A / �/ V A V A A / i SLOPES / / V A V A 880- CRITICAL SLOPES \ I, i _ \ - \ \ - _ / / / / % / C �\ / r 9-50 - - - i - FREE R H OR -VDH MAN ARTHU U -- VDH - - \ ` O T1� \ MONUMENT JOANN F _ - - Y FOUND 47.729 ACRES VDH TS- T.M.69-19A/ - --- MONUMENT STgTE MONUMENT VDH MONUMENT FOUND FOUND LUST, JOSEPH SCOTT & FOUND CRITZERS UTE 151 ' ` -- AtFIRCA 3L _ - = = - VDH GRAPHIC SCALE _ - CASEY R-JUST -_(VAR! SHOP - - - - - NT - 1 ACRES p:8 WIDTH R - - - _ - FOUND ao o ao ao so _ � _ ABBE ROAD MONUMENT - W ; _\ - - - --___-__ - - - HW / VDH - - - - Y P. B. 3 120g 79 THRU 271) - - MONUMENT - - - FOUND ` ON H _ IN ET ) FE MONUMENT j VDH 1 inch = BO ft. - MONUMENT -� - T. M.69-51 GRAVES HOME 1 26.988 ACRES 320 SCOTT /R. Cr)LLINS'7, Lic. No. 035791,E k 12/29/22�� o� __IONAL E��S O � U O U W O J of Q Z0Q' oto = W z O� ¢ uf) �■ U O W w O � z p p z O ¢ o in cn z o- / > CO LU m a LLrI Lno J F W Z F O I- z of W C C y y H r n M ON 00 N N o V ti M C6 CA N d- z W N Q N W N o O Z _ z J � Z J fi O _ �z � w O J 'O/�1 U L9~ II J j U z U D Q W Y � a cQc �..0 G UlU) C)� ^ W F_ U z Z z � o0 U) J of O Q %) O 0� N U w Q_ Ln JOB NO. 222207 SCALEp 1 rr=80' SHEET NO. 10 STORM SEWER io-YEAR CAPACITY CALCULATIONS �TH 0 Design Storm Year = 10 DRIVEWAY CULVERT io-YEAR CAPACITY CALCULATIONS � Design Storm Year 10 SCOTT R. LINS'Z U Lic. No. 035791EXIT, M.006�1111111.7 n ° 12/29/22 w� �0��S'sIONAL E�Gl F Z w In 0 Z w Uw } 0 F- Z O O U Z O I- =) U O z o 0 > U U =o ti Z O 2: U w to �= w Z uOu Co Ln U) 0 (^ U ¢ O Lu Q Q Z Z H O O U g a in w m a � O W V) w � J Q Q 0 ~ F ~ w OF O O Z UI F- o OZ HYDRAULIC GRADE LINE LD 0 Ln ( 347) CALCULATIONS z O w Design Year: 10 Project: Stockton Creek Subdivision Job #: 222207 Prepared by: LMW, PE Ln JUNCTIONLOSS w N N N N w N N N N H n M O\ QQ 00 \ N N M M O� N z W N Q a7 N W N o > O Z w J � J >� > z z U) O O ~ � Q > J i--i U z J � � U 2 m Q U � U Roadside Ditch Lining Calculations Job Number: 222207 Designed By: LMW Y U) LU Stockton Creek Lane Ma S-- o% EC-2,MaxV�.Ofps VDOTO.At,n=0.072 W �� Q MaxV=3.Ofps EC-3TypeA,Ma V=7.0fps VDOT CI. I, n�.086 ~ 1. 1 1 z VDOT CI.II, n=0.095 in •�•/• ~ CI) LL Q U p Z w z O J U LU o J rats V O O N Roadside Ditch Lining Calculations Job Number: 222207 Designed By: LMW Stockton Creek Court Maxs�.0% EC-2,MaxV�nfps VDOTCLAI,n�m2 MmV�Afps EC-3TypeA,Max V=7Afps VDOTCLI,n=OM6 VDOTCLII,n=0.095 F w F O w w a JOB NO. 222207 ySCALE 1 "=80' SHEEETT NO. 11 0 rLU th(n�_03) Jute(Sod)(n�.05) Riprap h" Q�" Depth=" Min -Design --------_-__ 111 �� 11• 11 11 11 � • 11 -®------- 1 I i • 1. 11 '® 1 1 ®®' �® ®®------_- ®-®------_- ®-®®------_- GRATE INLET COMPUTATIONS STRUCTURE DRAINAG Sta Sta T= C Area CA I= Q= Slope Ea Sta From Sta To T. (min) C Value Area (ac.) CA ccu h (in/hr) Q� (cfs) Slope (ft/ft) Faith (n=0.03) Jute(Sod) (n�.05) Riprap, I+o (m/lu) Q+o (cfs) Depth+o (ft) Min -Design n Width (ft) Ve[. Depth VeZ Depth VeZ Depth (Depth) (Type) Note: Ditch terminates at STR 7 ]0+00 12+30 9.0 0.35 5.57 1.95 4.7 9.16 0.0700 2.8fps 1.04 ft 5.80 11.31 1.12 ft VDOT CL I � rap 8.00 ft Note: Ditch teminates at STR 6 10+00 12+30 10.0 0.50 3.87 1.94 4.6 8.90 0.0700 2.8jps 1.03 ft 5.60 10.84 1.11 ft VDOT CL I Ripmp 8.00 ft ROA[ g6o g6o 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+So 14+00 14+50 15+00 15+50 16+oo 16+50 17+00 17+50 18+oo 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 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 zoo? 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 2iA 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: 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-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 HORIZONTAL GRAPHIC SCALE ( IN FEET ) 1 inch = 50 ft. VERTICAL GRAPHIC SCALE ( IN FEET ) 1 inch = 5 ft. V/ z O /H V W w SCOTT /R. CtiLLINS'Z Lie. No. 0357914' p 12/13/22 crvj z F d u U Vl W z O rn w G Z O =) U O 66 U F W O a w U ca rz. Q V) O W F 0 O Q rn U) U) z 00 3 m a Lna J < F W z = F O F U) z O Ln W N N N N N N n l 1 M W \ N O '. VJ M M d� N M 17 N 0 rn N N Q Lu J J Lu O J Q U Lu Lu Lu U) w ry Q 0 0 N z Q J r I z O D sv Lu Lu U V) w J r-i LL O d Q ry 222207 SCALE 1 "=50' 12 3 U C ►901 05 H IG H PT STA: 10+10.35 HIGH PT ELEV: 892.75 PVI STA:10+40-35 PVI ELEV:892.15 K:12.96 LVC:6o.00 m� mN O N O O + 0p + OD 0 910 0w °w 910 >m >w m w Z O 905 0 0 905 LOWPT STA: 12+44. 1 vF- O ^ Ln W O LO PT ELEV: 884. 9 Ln °o Cq PVI STA:11+70.S2 W o 0 m PVI ELEV:883.52 O 900 z P: + K:26.21 00 goo �utw w v N Z O V O w Q v v W U W Y F J Y 6 O W 6 d n 00 00 V ��Z� p +0 Nw '+w 895 ? U a U 1ri U> 1ri " U> ~ In 895 mm ww O U 0 0 o 89O.00/a PROPOSED GRADE O 890 - 0 —Z w u m + 885 EXISTING �/ GRADE 1.00% 77777/ 885 / 88o 88o PROPOSED VDOT STD. CD-2 / PROPOSED STORM SEWER CROSSING IIVII / 875 875 STOCKTON CREEK COURT CUT/FILL VOLUME FILL TO BE PLACED AT CUT: 71 Cy FILL: 14,174 Cy 95%COMPACTION (TYP.) 870 NET: 14,103 CY <FILL> 870 865 865 lD .'Y M O 00 m M H O^ V1 9 � V1 n 0 01 r\ � N N 'i ,.j 'i N 'i 6 Ol W � tD � r\ ^ m �00 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 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-iAS 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 i' 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. ••• in .•. Efferew .. STR-il VDOT STD. EW-1 INV OUT=869.31 870 1 :.. INV OUT FILL TO BE PLACED AT 95%COMPACTION (TYP.) DE STR-Iz VDOT STD. EW-1 INV OUT=873.92 \ / 36" CL.III RCP 245J5 LF Qa 1.88% XISTING GRADE NOTE: CONTRACTOR TO USE A CONCRETE CRADLE FOR THE PROPOSED RCP CULVERT ••• ••• 875 :.• 895 STR-8 2.15' VDOT STD. EW-1 ENDWALL� 890 \\\ INV.=889.0 FILL TO BE PLACED AT 95%COMPACTION (TYP.) 885 •.• 875 PROPOSED GRADE 895 MIN. STR-lo VDOT STD. EW-1 —ENDWALL 890 —I NV.=889.4 1S" HDPE 46.62 LF Qa o.85% 885 —EXISTING GF AIDE 88o 0+00 0+50 875 HE 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. ROADWAY CULVERT - STR 12 TO STR 117 ROADWAY CULVERT STR. 10 TO STR. 8 955 95: 950 EXISTING GRADE 950 z PROPOSED GRADE -L `Nc o 945 W d co o d o 945 Lu 00 Ln 0. 0- M O Hm Ol 'i > O m '> O F- V �~ 0p w N m z 0 � o 0 94o940 r >> p 0 > CL in F- z Z- Ln H Z F O / O Ll�ll o ? N, � ^z 935 935 � F z GL RY3abe 930 — .. — .. ,_ .. _ .. 930 15" HDPE 260.15 LF Qa 0.58/0 38. HDPE 8.15 LF Qa 0.79% 925 925 1 920 920 1 1 915 93-5 1 Ol Ol 001 N N l0 Ol 0) rn mG) m m 0)ma) m m rn 0+00 0+50 1+00 1+5o 2+00 2+50 STORM SEWER STR 18 TO STR 13' 3+00 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. SCOTT /R. C0'LLINS'Z Lic. No. 035791,E p 12/13/22 d�4j (/ 1 Z z O F zO 7 o u' a 2 w U ,s o o U z Oacc Q N �..�Lu o W 0 z Z O ao z \~ N cNn / > Co 0- = a �W/ J li Q H � w z = F— 0 N N N w r1l f\ r4 h Il In m 00 \ N o 0 ti M ('') CNI co 14 z CV W N o > O zW cl� V) J I W J J z LL O O 0W �-I ~ U) H� Q z <z _ CID f F W U) --- LU Z — z ulU) 0� F-U Q z Lu W z O CO jU w O J Q 200 O O CV u Olur) w a JOB NO. 20 222207 SCALE 1 "=50' SHEET NO. 1 3 H OF G o �C, SCOTT R. LINSZ U Lic. No. 035791,n 905 905 0�0 12/29/22 w� IONAL w z 0 z w N Z 0 z W U f U) r ° p z W o U w 2 o Z O U Z o F 3 =O U Op z m /�//�� 'z Yl w O U 0 a J p z C7 Z z ¢ ul z O m U M in OF- m z w .•J S J (n p C O -N U ¢ w Q p s F�1 w w (n ¢ p z p z Z o z O ¢ IM4 o Mn z g ° LL' m 0- o s W p w K J 2 ¢ O F z = ~ O OZ to _ Z O (n O O G V7 z O Q w w C Ce w 0 U 0 N N N N w N N N N H n \A M w p W \ N N 'z' o C VDOTST INV OUT U O c z 0) 0 0 M 0 - (y 3 N a CM z T Q W N d. 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 N 0 C STORM SEWER STR 7 TO STR z > o w J o J 0 z ' w O w O ILL. U z < 0 2 W o U D W ` W Q � z� C w � Lu < OE Lu ul � Q Uz w w z Z ui NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH O z OF 12' OR GREATER SHALL HAVE SAFETY SLABS IN �, z ACCORDANCE WITH STANDARD SL-1 AS FOUND IN e � THE 2oo8 ROAD AND BRIDGE STANDARDS. o U NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH O OF 4' OR GREATER SHALL HAVE STEPS IN o ACCORDANCE WITH STANDARD ST-iAS FOUND IN HORIZONTAL a mmi THE 2oo8 ROAD AND BRIDGE STANDARDS. GRAPHIC SCALE (D 0 y 50 ° 25 50 100 zoo O x NOTES: O m i. ALL FILL TO BE PLACED AT 95%COMPACTION. N z. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3 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 6 U rO NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE VERTICAL o SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR ziB, FLOWABLE GRAPHIC SCALE a FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR s o z.s s o zo JOB NO. CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE 222207 SPECIFICATIONS, SECTION 302.03G. SCALE o ( IN FEET) 1 n=50' 0 1 inch = 5 ft. a SHEET NO. 14 900 =86z.00 900 895 895 m � �O 8go � � � � � 890 0 00 �o EXISTING GRADE 0 � O � as > � p °000 885 ° � 885 F 0 O a> p N m in H? FILL TO BE PLACED AT M � Z p 95%COMPACTION (TYP.) � d z_ z_ � 880 �' i 880 = N p OO 875 ��875 po�rz4"HDPEm�z�39.0o LF Qai.z8%PROPOSED GRADE >> 8]O8]O eGL 865865 D. ES-i z4DPE LF � 172.8o z4'HDPE ° /o 167.98 LF � 1.48 860 860 855 855 m o � o m^ o� o o �, �� o t0 N tp CO t0 ^ tD a0 l0 O � �°� � � m � w � m � co � ao � w °^p eo � oo � m � 945 945 HT. OF _ OBJ=3�5' SIGHT DISTANCE= 10'_ I 940 940 HT. OF — / EYE=3.5' 935 935 / J 930 930 PROPOSED GRADE (TYP.) 5\GNj 925 9�5 EXISTING GRADE (TYP.) � gzo g2o / \ HT. OF OBJ=3.5' / 915 915 gio 9io 905 905 goo goo O O � N n N ri � O � O N .t l0 O � � � � M N N m m� m� m� m� m� m� m m m TH OFF 950 950 � 0SCOTT R. LINSZ U Lic. No. 035791 n 16 ;p 11/15/22 w� z z �SSIONAL EEO w z z w z z 0 V F z = C � o O 0 z r 7 3 Z U � U � OU aY m Vl o � 0 Zz a t o � O w z y a m � o u a n � 3 0 Z 0 m z 0 Q z > > C > m g o NW - ii� 0 i w z F U o 1n z a 0 Ln 0 U 7 y O U 0 N N LU 0 00 ti = 0 0 c LU C_ z� r > ti O co 0 (� 3 N c n `o z 0 o 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+oo 16+So 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 (V o GOODLOE LANE SIGHT DISTANCE W C W Q Q > O Z_ W J � o J o z J a W O i--i N L9 H � � 3 O > a- z w U Q U a = CO z WU � Q Y cn o W H LU I I I D o Ul V) . 11 V U �J z � � w Z W z z O w z r^ z V/ J V V JU w O r 0 HORIZONTAL J Q GRAPHIC SCALE (D 50 0 25 50 100 200 O O 0 m N s ( IN FEET) a 1 inch = 50 ft. E U VERTICAL o w GRAPHIC SCALE aRn JOB NO. ° 5 0 1 5 10 20 222207 0 a SCALE a ( IN FEET) 111=501 0 1 inch = 5 ft. a SHEET NO. 15 925 925TH 0F�r SCOTT R. LINSZ U Lie. No. 035791 n 6� 11/15/22 4� oIONAL S z w 0 yU z ZD O � U O o-6 U ZzQ> o_ � L7 o F w .. o m L � a w �..� LU o w o o z o z O Q `H O Ln z / > > CO � g LU Ln o Q J Q � H w z = .. F 0 Ln z O w N N ui N N H n Ln C1 W \i O 0 z rn M M O� N 4 M z � Q WN tZ W N 0 O J io+oo so+So ii+oo si+So iz+oo sz+So 13+00 13+50 14+oo 24+50 15+00 15+50 J M Lu STOCKTON CREEK LANE SIGHT DISTANCE w o U) o H � IY o _> 0- < 0 U LU = co z U Q Y � (f LU LU LU 2 U U w z LU W ~ JU w O JHORIZONTAL Q GRAPHIC SCALE CD 50 0 25 50 I 200 ® O N ( IN FEET) u 1 inch = 50 ft. VERTICAL I w O w GRAPHIC SCALE aLn JOB NO. 5 0 2.5 5 10 20 222207 SCALE ( IN FEET) 1 n=$0' 1 inch = 5 ft. SHEET NO. 16 g2o 920 915 915 HT. OF \ OBJ=3.5' gio \ gio \ � HT. OF 905 905 O�STq j o / goo PNC goo \ SIGN% 895 895 \ HT. OF EYE-3-5' \ L PROPOSED GRADE (TYP.) 890 � 8go \-EXISTING \ / GRADE (TYP.) 885 \ 885 880 � 880 / 875 1 875 870 870 865 865 ri N I� l0 � O .'! N O N � O O 'i LD Ql � � O � ID O � O O � 00 O O N M M O rl O O S Vt al � S � 00 � � I� 1 O 00 fj V1 � 00 N N Ol N 00 Ol 1 M O � tp O � 01 � O N O 01 � 01 O � 00 � 00 � � W � � 00 � 00 � � 00 � � 00 � � Q1 � � 01 � Qt � Cons ation Plan Notes: NOTES: 1 . ALL TREES O BE PRESERVED AND PROTECTED SHALL BE MARKED WITH PAINT OR i SLOPES GREATER THAN 3•i SHALL BE PLANTED WITH NATIVE STEEP SLOPE MIX WITH 1992 3.38 RIBBON AT A HEIGHT CLEARLY VISIBLE TO EQUIPMENT OPERATORS. NO LAND DISTURBING ANNUAL RYEGRASS BY ERNST CONSERVATION SEEDS ITEM NUMBER: ERNMX-181 ACTIVITY SHALL BEGIN UNTIL THE TREE MARKING HAS BEEN INSTALLED BY THE T.M.69-6L T.M.69-6C ( )AT CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING LOT 6 rt GIBST. EVERETT E JR \ A RATE OF 6o LBS. PER ACRE, OR 1 LB. PER 1,000 SF. GRASS MIX IN THESE AREAS SHALL z. HEAVY EQUIPMENT, VEHICULAR TRAFFIC, AND THE STORAGE OF CONSTRUCTION STUART TAYLOR SMACK \ FIELDS PROVIDE PERMANENT STABILIZATION AND SHALL NOT REQUIRE MOWING. D.B.5246-521 - - 1.07 ACRES 2. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE TO BE PRESERVED AND PROTECTED. D.B.3415-704,707 PLAT MATERIALS AND SOIL SHALL NOT BE PERMITTED WITHIN THE OUTSIDE DRIPLINE OF TREES - - - - _ - - - - - - MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS / � - - _ _ - - - r _ AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL 3. TEMPORARY EROSION CONTROL MEASURED AND/OR PERMANENT STORMWATER / - - - - _ ' - - - - - - - - - - - - - _ _ - < - - �-� �HEALTH OF THE PLANT. MANAGEMENT FACILITIES LOCATIONS SHALL BE COORDINATED SUCH THAT THEY SHALL _ - - - - LL 1 ALL TREES TO BE PLANTED SHALL MEET THE SPECIFICATIONS OF THE AMERICAN NOT ADVERSELY AFFECT TREES TO BE PRESERVED AND PROTECTED. / / - _ _ - 1 � 3. a. FIRES SHALL NOT BE PERMITTED WITHIN 100 FEET OF THE ourslDE DRIPLINE OF TREES / / - - - - - - - - �° ASSOCIATION OF NURSERYMEN. THE PLANTING OF TREES SHALL BE DONE IN ACCORDANCE WITH EITHER THE STANDARDIZED LANDSCAPE SPECIFICATIONS JOINTLY TO BE PRESERVED AND PROTECTED. / // o e ADOPTED BYTHE VIRGINIA NURSERYMEN'S ASSOCIATION, THE VIRGINIA SOCIETY OF 5. TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. / / s. _ �LL •.. LANDSCAPE DESIGNERS AND THE VIRGINIA CHAPTER OF THE AMERICANSOCIETYOF e ,"'sb LANDSCAPE ARCHITECTS, OR THE ROAD AND BRIDGE SPECIFICATIONS OF THE s. No LAND DISTURBING ACTIVITY SHALL BEGIN SPEC THE TREE PROTECTIVE FENCING HAS - - VIRGINIA DEPARTMENT OF TRANSPORTATION. BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY / / r ,� s- ,� v- e \ "� ,� � � LL � \ ENGINEERING DEPARTMENT. \ too YR FEMA tiOLL y. ALL TREES SHALL BE PLANTED A MINIMUM OF 3' AWAY FROM ANY SIDEWALK, CURB, OR / \ FLOODPLAIN CRITICAL PROTECTION OR BEYOND THE LIMITS OF CLEARING, THE SEPARATION FROM THE TRUNKS LL 7. WHEN TRENCHING FOR ANY KIND OF UNDERGROUND WATER, SEWER, ELECTRICAL, CABLE,ASPHALT TO MAINTAIN A MINIMUM CLEARANCE ZONE. STREET TREES PROVIDED . SLOPES r '� TELEPHONE, OR OTHER UTILITY SERVICE IS NECESSARY WITHIN THE LIMITS OF TREE PROPOSED VDOT \ ,� e �- LL \ y �` \ ON AVERAGE So' O.C. AND 5'-1o' FROM PROPOSED UTILITIES. 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 O e SIGNIFICANTLY DAMAGE FEEDER ROOTS OF TREES TO BE PRESERVED AND PROTECTED. \ / / \ 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 \ r THE PRACTICES IN THE EROSION AND SEDIMENT CONTROL HANDBOOK. CARE FOR / / REVISED LOT 6 O LL ��LL \� •••�` \'� SERIOUS INJURIES SHALL BE PRESCRIBED BY A PROFESSIONAL FORESTER OR TREE SPECIALIST. \ STOCKTON CREEK LLC / 2.63 ACRES� o \ \ 9. SOILS WHICH HAVE BEEN COMPACTED, OVER THE ROOT ZONES OF TREES TO BE / / D.B.5504, PG.614 /� \ ,tiQ We �, 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 01 e LL •�-\ MOVED BACK AND FORTH IN EACH HOLE UNTIL SOIL IS LOOSENED. // / /� \ \ 4.49A RES 10. CONTR01 PROTECTIVE PIANMFASURFSRES RFMOVFDL F)BIRINGE LAST TILT FIND I rHE Cl FAN -HP EROSION NOTE: ALL STREETS WITHIN THE D WITH NO PARKING SIGNS ON BOTH SIDES IDESSSHALL MARKED H OADWA T.M.69-6M REVISED LOT 7 l'T E.C.ACKERMAN TRUST D. B.4733-23 \ D.B.4733-20 & 21 PLAT D. B.4456-444 D.B.3530-234 PLAT / / / / / / / T.M.69-6G LOT 1 FRANK DONLEY & / CARLA DONLEY D.B.3380-82, / 85 & 86 PLAT / 0 0'�� Source: Va. DSWC Plate 3.38-2 LOT 12 \ / / Q / a / LOT 9 \ \ ��P 2.40 ACRES \sFreq o V e e V 2.70 ACRES \ EXTREELINETO w \ Y REMAIN (TYP.) 17 LOT 10 +0 A a �. / \ 4 5 F 2.22 ACRES i ti 01 � e v a ti� \ ov- \ \ S\sFT \ L 14 LLLL� CRITICAL PS V Act o 3. ACRES PROPOSED \ �yDV too' WPO STREAM T.M.69-51H TREELINE \ \ m TYP.) \ \ \ O BUFFER o GATES, RMEDS P OR \ LOT 11 o 2.148 ACRES / \ \ / sioP 5 2.74 AC A ° \ V A \ °01 °60) e� i / m � a ROot;" \ s \ \ . k 1 �3 D°Fo /v + 15 2.39 ACRES _ � O ti / \ x / / ti� o r o A T.M.69-51 OT 23 /\ \ ° \ GRAVES HOME LLC 1 1.9 ACRES / \ \ "�\ \ . \ \ ryo° \ ?sS./oF o� 26.988ACRES 00 \ AC¢��' County of Albemarle Conservation PlanCMcWist-To be placed on Landscape Plans ' IGHT TA \ ATQ \ \(ETaadbook, pp ]Il-284-111-297 for complete specifications) �� OF LOT 16 The fo brine Items shal be shown on he o am / tea• / 1 +00 t \p�S�O�1� \ / U Treestobesaved; 2.25 ACRES \ ElLimitsofclenrirtg (outside ddpfiae of trees to be saved); �C ^��.%•'F 1 �d `%•O. 'I- \ 91 Locatonand type of protective fm¢ng; NT FTeq t s°0 \ e��L^O �y� ) / Ll P r de posed bergesthing requing or areaweEs ng beyond th ; •1 l / � Proposed trencNng or tunneling beyond the limits of clearing. \ m Ck_ i C s /4r CRITICAL z. Markir,a . \ 4Q \ SLOPES El All trees to be saved &ball be marked with print or ribbon at aheight dcady visible to equipment operators. L22 / \ / l No grading shall begin until the tee marling has been inspected and approved by a County Inspector. 2 9 ACRES \ a 3. PreConcmndlrm Conference: LI Tree preservation and protection Iruanum, sball be reviewed with the contactor on site 4. Eaoiament Oaeratioaaad Stmaee: Heavy equipment, vehicular antic and storage of construction maa®als iacluding soil &bell not be permitted within the driphnm of trey to be saved. 5. Soil Erosion and Stormwater Detention Devices: `A- Ll Such devices shall not adversely affect trees lobe saved. LOT 3A �me LOT 17 6. Fires: 2.07 ACRES / h� / I \ I es U Firare not pemitted within 100 feet ofthe driphne oftrees to be saved. 4•06.19 ACRES' ° iq 6g 7. Toxic Materials: O/ hh / I \ � ® Toxicmatedela shall not be atorai within 100 Faet ofthe ddpline of trees to ba saved. I / / LOT 21 / b \ \ S. Protectiveo be \ g 0 Trees [o be retained within 40 feet of a proposed building orgrading activity shall be protected by fencing. 3.10 ACRES LOT 20 I I \ \ Zl Fencing shall be in place and shal be inspected and approved by a Corry Inspector prior to grading or construction \ 9. Tree W ens: 46 ACRES I I \ O ® Whenudd for pprovelm st ben sedw tin Ned p ne ofa ae to be saved area welt all bepo red aMa construction datail I submitted for approval. / CRITICAL \ \ \ \ \ 14. Tree Waus: ® SLOPES \ V✓hen the groand level must ba lowered within iha dripline a tree to ba sar �, a troe wall shall be provided; and a mrrstructron detail 1 submitted for approval. T.M.69-19D \ \� IL nee: TrenchiandTuanelin REVISED LOT 3 / I \ \ ILI When trenching is required within, the Gmitsofclearing, it stall be done mfar away from tr ucks ucks of trees Tunneling as possible Tneling STOCKTON CREEK LLC / I \ O \ under a large tree shall be ccnsidined se an alterative when it is anticipated that recessary traol ng will destroy fesder roots. 4.56ACRE5 ( EX TREELINE TO \ i I:. Cl D.B.5504, PG.614 I I OT g M Pmtectivefencingshallbethelastitemarmnovedduringthefinalcleanup REMAIN (TYP.) LOT 36 I 2.0 ACRES / li. Damaged frees: EXISTING 2.49 ACRES ® Damaged trees shall etreated inmediately bypmning,Fertiliration or other methods recommendedhy atree spedalist STREAM TO \ / POTE:ITISTHEDEV OPER•SRESPONSIBILITVTOCONFERWLLBTHECONTRACTORONTRHECCNSERVATION s I REMAIN REQUIREMENTS. 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 & CRITICAL SLOPE AREA) TREE CANOPY REQUIRED 7.49ACRES EXISTING TREE PRESERVATION AREA 468,165 SF (10.75 ACRES) TREE CANOPY PROPOSED OSF TOTALTREE CANOPY ON PROJECTSITE= 468,165 SF (10.75 ACRES) T.M.69-19A7 JUST, JOSEPH SCOTT & CASEY RJUST 21 ACRES TREE PRESERVATION FENCING (TYP.) - - 75'SET CK(TYP - LOT 19 r 4 ACRES I PROPOSED DE OhI FACILITY CRITICAL SLOPES 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. CONTRACT PURCHASER SIGNATURE (DATE) 5/1/06 Pape 1 of 1 T.M.69-50 FREEMAN, ARTHUR H OR JOANN F 47.729 ACRES GRAPHIC SCALE ( IN FEET ) 1 inch = BO ft. E SCOTT /R. CTbLLINS'Z Lic. No. 035791 p 11/15/22 114 o O U /A W O VZ/ o z O F a 2:¢ W cc (D z O � Q iin n � O LU [// L U z O Q V) > in z in W to V)o a <a a r- 0 W z = .. F- O in 0 LU N N W H n L0 CD W N 0) N W \N z LU _J J W "J L9I- LU z a U WY LU in Z LU U) CD 0C:) N � F 0 w O W x a IM JOB NO. 222207 SCALE 1 fr=80f SHEET NO. 17 0 U do C ° U 0 N 0 C J S] y Page 6H-14 April 2015 April 2015 Page 6H-15 April 1-015 11 Apol2015 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)' 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 [ion: 3. The SHOULDER WORK (W21 5) sign on anThe SHOULDER WORK 5)sien on an intersecting maybe omitted where drivers be omitted where drivers eni n" from that roadway ss-111 encounter another advance wartime sien Prior to this activity area. 4. For short duration o erations of 60 minutes or less all si ms and channelrzmr devices may be n L L V eliminated if a vehicle with activated high -intensity amber rotating, flashii or' oscillatine lights is used. Standard: 5. Vehicle hazard warning signals shall not be used instead of the vehicle's high -intensity amber rotating, Hashing, or' oscillating lights. Vehicle hazard warning signals can be used to supplement high -intensity amber rotating, gashing, oT' 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 50 450 500 550 600 55 495 550 605 860 60 540 500 660 720 65 585 1 650 1 715 780 70 630 1 700 1 770 840 Minimum taper lengths for Limited Access hi hwa s 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' 80, Construction Access* 80, 120' ' Spacing may be increased to this distance, but shall not exceed one access er'/< mile. on roadways wnn paved shoulders having 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 (TMA) 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- 4/1/2015 Stationary Operation on a Shoulder (Figure TTC-4.1) 7 A - _ G20-2IV) �t 500' + BO' -120' � SHADOW VEHICLE REQUIRED TMA REQUIREMENT SEE NOTE 8 --(= ILLUMINATED FLASHING AMBER (CAUTION MODE) o SEE NOTE 7 TYPE B OR C 0 o SEE NOTE ° CHANNELIZING A DEVICES SPACING ® SEE NOTE 6 �- SEE NOTE 2 eltla W21-5aR �� SHOULD 1 tLDSM, SEE NOTE 1 SEE NOTE 2 011OLM SEE VOTE 1-i' i- W21-5bR tt SEE NOTE 2 SEE NOTE 1 ®—'; ♦ W20-1 T Do 03,0 0 gDoo0 � G� c l - ``' a,4 ud "ROAD WORK - - - - AHEAD" SIGN (W20-1) "END ROAD WORK" \ SIGN (G20-2) "ONE LANE ROAD "RIGHT SHOULDER 'BE PREPARED TO W20-7 SIGN / AHEAD" SIGN CLOSED AHEAD" STOP" SIGN (W3-4) (W20-4) SIGN (W21-5Br) O SUBJECT - PROPERTY, TYP. Lane Closure on a Tiro -Larne Roaduar Using Flaggers (]Figure TTC-23.1) X4TES dance. 1 Sign spacing distance should be 350'-500' u hezre the posted speed limit is 45 mph or less, and 500'400' where the 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 flogger station and transition, based on the posted speed limit and at least equal to or greater than the values in Table 6H--3. General(y speaking, motorists sltondd have a clear line ofsight from the graphic Jlagger smbol sigh to theflogger. ion: 3. Where Right-of-W'av or geometricconditions prevent the use of 48" x 48" signs. 36" x 36" signs may be use of 48" x 48" signs. 36" x 36" signs may be used. adard: 4. Flagging stations shall be located far enough in advance of the work space to permit approaching traffic to reduces speed and,'or stop before passing the [corks ace and allow sufficient distance for P P P g P o .Q g g . departing traffic m the left lane to return to then t lane before reaching opposing traffic see P � � = PP 4 Table 6H-3 on Page 6H-5). S. All flaggers shall be state certified and have their certification card in their possession when performing flagging dudes (see Section 6E.01. Qualifications for naggers). 6. Cone spacing shall be based on the posted speed and the values in Table 6H4 on Page 611fi.r 7. 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 work In ion: 8. A supplemental flag_eer 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 queued traffic. dance 9 If the queue of r is renches the BE PREPARED TO STOP (B'34) sigh then the sie u, and tf used the portable temporary rumble strips (PTRS)r, should be readjusted at greater distances. 10. [Then a higtni m -rail crossing exists a ithtn or upstream of the rrauttion area and it is anticipated that queues resulting front the lane closure might extend through the htghwat•-rail grade crossing, the tentporaty traffic control -one should be extended so that the transition area precedes the highRm-rail crossing [see Figure ITG56for additional information on higlmxn=rail crossingsi. adard: 11. At night. Bagger stations shall be illuminated, except in emergencies (see Section 6E.08). ion: 12. Cones may be eliminated when using a pilot x eh icle operation or when the total roath%av width is 20 feet or less- 13. 14. When approved for use, three portable remporary rumble (PTRS) snips shall be installed ace the entire navel lane adjacent to the BE PREPARED TO STOP (W'3-4) sign. the ports remporary rumble snips shall be monitored and adjusted as necessary during the work s ensure proper placement on the roadway. When the PTRS are installed, the RULE S AHEAD (W'2(ti\'26) sign shall also be utilized. 11 Posted Speed 0-35 ni 56---d1 rh 11 PTRS Spacing (C enter to ( enter) 5 Feet S Fect 1 1: Rerivu l-4M015 10 tr .� tl � Q xli v t- a�A i-il�G I EXISTING GOODLOE LN STATE ROUT/81 (30'PRESCRIPTIVE E S GOODLOE LEES SINGLE LANE CLOSURE ALONG GOODLOE LANE REQUIRED FOR MILLING & OVERLAY WHERE THE PROPOSED ROAD CONNECTS T) INTO EXISTING PAVEMENT �-W20-7 SIGN III , LLi A\�A Lane Closure on a Tyco -Lane Roadway Using naggers (Figure TIC-23.1) A G20-2 (V) 500 + a 0 a i 5o NOLLtI1S 1l3`JeJVIj - tar O o - SEE NOTE 4 \\�~ 80' • 120' %IADOW VEHICLE REQUIRED O SEE NOTE 4 0 0 00 - 50• -IW FLAGGER STATION oq SEE NOTE 2 :olls- 'PORTABLE TEMPORARY RUMBLE STRIPS SEE NOTE 14 (OPTIONAL) --• 1: Revision 1-41L'20119 "BE PREPARED TO STOP" SIGN (W3-4) — L -- -- "END ROAD WORK" SIGN (G20-2) xr O O�RG' � JZi ss�,o Q� Soso o %P s 1:i% O . W20-7 W3-4 SEE NOTE 9 1 W 21' SEE NOTE 114 VY 20 < Table li Taper Length (L) Posted Speed Width of Offset (Feet) Remarks Limit (mph) 9 10 11 12 5 25 9 5 10 5 115 125 2 L-_ Sz W/60 30 135 150 165 180 " 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 tire Longitudinal Buffer Space 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 1-4/1/2015 LEFT SHOULDER CLOSED AHEAD" SIGN (W21-5BL) "ONE LANE ROAD PROPOSED)AHEAD" SIGN (W20-4) VDOT R/W / DEDICATION E � o E C o Eto 1 r 0 0 E e E •O i •6' o f F E E � cc` �G s9 l ` oEEE`EEE O o E E E E < J' fn E E E o E E O E e E E e ' �./ E E °E E E p E E E E E E E 0E E F E E I E E E E EE Ee EE EE E E�•Ee EE EE E OE E E E E E E E E OE E E E E E E E E E E�E E E E E E F E P E ° f E E E f E •� E ' E E Q E E E E E E E .�E E E E O EOE O Oe E E E E E E E E E E E E p OE E E E 0 E GRAPHIC SCALE g E N E 0 e 80 0 40 80 160 O "ROAD WORK AHEAD" SIGN (W20-1) E E O OE Q ( IN FEET ) O E 1 inch = 80 it O E SCOTT /R. CtrLLIN' Lic. No. 035791 P 11/15/22 7 ZC � L O VR z Z02t w 2 d to O Q U O u Frt� w Z [ O Z Z O < O to L (n Ln < m w c W L ,Z. F ToJ O N W N o > O LU oC J z J 1 Q > z LULU O v ~ � o > L9 c Z 0� = COO W ::D w Y cn z I— W Q Ulcn ct� I— W (, Q Zz I -- 0 IIJ LU o J Q i O 0C:) N U chi JOB NO. 320 22220" SCALE 111=80' SHEET NO. 18 i